ATTACHMENT 1 - VAMH-618-17-127 CD SET_1.pdf

DETAIL NUMBER

COLUMN NUMBER/GRID LINE

SHEET NUMBER

ARCHITECTURAL SECTION

WALL TYPE

ARCHITECTURAL ELEVATION

A888

DETAIL NUMBER

SHEET NUMBER

CENTER LINE

DIMENSION LINE

DOOR NUMBER SYMBOL

1"

EXISTING TO REMAIN

NEW CONSTRUCTION

EXISTING TO BE REMOVED

EXISTING TO REMAIN

KEYNOTE - FLOOR PLAN

KEYNOTE - DEMOLITION PLAN

WINDOW TYPE

X

CAST-IN-PLACE CONCRETE

EARTH

EXISTING CONSTRUCTION

TO REMAIN U.N.O.

BRICK

GYPSUM

RIGID INSULATION

STEEL

A

ACOUST. ACOUSTICAL

ACT ACOUSTIC TILE

ADP ART DISPLAY PANEL

ADT ART DISPLAY TRACK

ADJ ADJACENT, ADJUSTABLE

AFC ABOVE FINISH CEILING

AFF ABOVE FINISH FLOOR

AFP ACCORDION FOLDING PARTITION

AFS ACCESS FLOOR SYSTEM

AHU AIR HANDLING UNIT

ALUM ALUMINUM

AFS ACCESS FLOOR SYSTEM

APPROX APPROXIMATE

ARCH ARCHITECTURE, ARCHITECT

- SEE ADDITIONAL FINISH MATERIAL ABBREVIATIONS IN THE ROOM FINISH SCHEDULE MATERIAL LEGEND

B

B BENCH

BM BEAM

BD BOARD, BLAST DOOR

BLDG BUILDING

BLKG BLOCKING

BOT BOTTOM

BP BULLET PROOF

C

CAB CABINET

CID COMPREHENSIVE INTERIOR DESIGN

CMU CONCRETE MASONRY UNIT

CJ CONTROL JOINT,

CONSTRUCTION JOINT

C CENTER LINE

CLG CEILING

COL COLUMN

CONC CONCRETE

CONSTR CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACT, CONTRACTOR

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CPT CARPET

CR CHAIR RAIL

CT CARPET TILE

CUP CENTRAL UTILITY PLANT

D

DBL DOUBLE

DC DISPLAY CASE

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIM DIMENSION

DML DEMOLITION

DN DOWN

DR DOOR

DS DOWNSPOUT

DWG DRAWING

E

EA EACH

EEWS EMERGENCY EYEWASH & SHOWER

EF EXHAUST FAN

EJ EXPANSION JOINT

EL ELEVATION

ELEV ELEVATOR

EQUIP EQUIPMENT

EQ. EQUAL

ETC AND SO FORTH (ETCETERA)

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

F

FD FLOOR DRAIN

FDN FOUNDATION

FEB FIRE EXTINGUISHER

& WALL BRACKET

FEC FIRE EXTINGUISHER CABINET

FFL FINISH FLOOR LEVEL

FHC FIRE HOSE CABINET

(WITH EXTINGUISHER & BRACKET)

FHR FIRE HOSE REEL

(WITH EXTINGUISHER & BRACKET)

FIN FINISHED, FINISH

FFEL FINISHED FLOOR ELEVATION

FLR FLOOR

FV FIELD VERIFY

G

GA GAUGE

GALV GALVANIZED

GEJ GUTTER EXPANSION JOINT

GL GRADE LINE, GLASS

GRTG GRATING

GYP GYPSUM

GYP BD GYPSUM BOARD

H

HD HAND

HDWR HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HIGH POINT

HT. HEIGHT

HVAC HEATING, VENTILATION & AIR

CONDITIONING

I

I.D. INSIDE DIAMETER

INSUL INSULATION

INT INTERIOR

J

JC JANITOR'S CLOSET

JT JOINT

L

LAM LAMINATE

LAV LAVATORY

LBL LABEL

LVR LOUVER

LVR LP LOUVER LOW POINT

LP LOW POINT

M

MACH MACHINE

MAINT MAINTENANCE

MANUF MANUFACTURE

MAS MASONRY

MAX MAXIMUM

MECH MECHANICAL

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

M.R. MIRRORED

MTD MOUNTED

MTL METAL

N

NIC NOT IN CONTRACT

NGVD NATIONAL GEODETIC

VERTICAL DATUM

NO NUMBER

NTS NOT TO SCALE

O

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

OFF OFFICE

OPP OPPOSITE

OPP. HD. OPPOSITE HAND

OPNG OPENING

OTS OPEN TO STRUCTURE

P P PAINT (e.g. P-1)

PTD PAINTED

PRTN PARTITION

PLAM PLASTIC LAMINATE

P. PLATE

PNL PANEL

PR PAIR

PLYWD PLYWOOD

R

R OR RAD RADIUS

RA RETURN AIR

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RE: REFERENCE

RECP RECEPTACLE

REG REGULAR

REINF REINFORCED

REQ'D REQUIRED

RGH ROUGH

T

TECH TECHNICAL

THK THICK

THRU THROUGH

TLT TOILET

T & B TOP & BOTTOM

T.O.P. TOP OF PARAPET

T.O.S. TOP OF STEEL

TYP TYPICAL

U

U.N.O. UNLESS NOTED OTHERWISE

UL UNDERWRITERS LABORATORY

V

VENT VENTILATE, VENTILATOR

VERT VERTICAL

VOL VOLUME

W

W WIDTH

W/ WITH

WD WOOD

WT WEIGHT

CS CENTRAL STERILE

CT COMPUTED TOMOGRAPHY

ER EMERGENCY ROOM

ICU INTENSIVE CARE UNIT

LDRP LABOR-DELIVERY-RECOVERY-POST

PARTUM

LTC LONG TERM CARE

MRI MAGNETIC RESONANCE IMAGING

MICU MEDICAL INTENSIVE CARE UNIT

OR OPERATING ROOM

OT OCCUPATIONAL THERAPY

PACU POST ANESTHETIC CARE UNIT

PT PHYSICAL THERAPY

RT RESPIRATORY THERAPY

SICU SURGICAL INTENSIVE CARE UNIT

S

SAPF SPECIAL ACCESS PROGRAM FACILITY

SCHED. SCHEDULE

SECT SECTION

SHT SHEET

SID STRUCTURAL INTERIOR DESIGN

SIM SIMILAR

SPEC SPECIFICATION

SPS SYNTHETIC PANEL SYSTEM

SS STAINLESS STEEL

SSMA STEEL STUD MANUFACTURERS

ASSOCIATION WWW.SSMA.COM

STC SOUND TRANSMISSION

COEFFICIENT

STL STEEL

STOR STORAGE

STRUC STRUCTURAL

SUPP. SUPPORT

SUSP SUSPENDED

PROJECT LOCATION

1. THE CONTRACTOR SHALL INSPECT THE SITE, STUDY EXISTING CONDITIONS, REVIEW DRAWINGS AND SPECIFICATIONS IN ORDER TO BE FAMILIAR W/ COORDINATION OF WORK REQUIRED IN THIS DOCUMENT PACKAGE AND EXISTING

CONDITIONS.

2. CONTRACTOR SHALL ADJUST FOR ACTUAL FIELD CONDITIONS AT NO ADDITIONAL EXPENSE TO THE OWNER.

3. CONTRACTOR SHALL TAKE ALL MEASUREMENTS FOR THE WORK AND BE RESPONSIBLE FOR SAME. COORDINATE THE

WORK AND SHOP DRAWINGS WITH ALL OTHER TRADES AFFECTED AND MAKE ANY NECESSARY OFFSETS TO CONCEAL PIPING AND DUCTWORK AND TO CLEAR EQUIPMENT, STRUCTURAL MEMBERS AND OTHER OBSTRUCTIONS.

4. ALL UTILITIES AND SERVICES SHALL BE KEPT IN CONTINUOUS OPERATION UNLESS WRITTEN PERMISSION IS OTHERWISE GRANTED BY THE COR. TEMPORARY ALTERATIONS AND CONNECTIONS REQUIRED BY THIS CONTRACT SHALL BE MADE SO THAT ALL BUILDING SERVICES ARE MAINTAINED WITH MINIMUM INTERRUPTION. SCHEDULE ALL

ELECTRICAL/MECHANICAL OUTAGES 15 DAYS IN ADVANCE WITH THE OWNER.

5. PROTECT ALL WORK, MATERIALS AND EQUIPMENT. CAP OR PLUG TEMPORARY OPENINGS. DELIVER ALL WORK TO THE

OWNER CLEAN AND IN GOOD CONDITION.

6. ALL OCCUPIED WORK AREAS, BUILDING CORRIDORS AND EXTERIOR AREAS SHALL BE KEPT CLEAR OF DEBRIS. CUTTING AND PATCHING OF EXISTING WALLS, FLOORS OR CEILINGS REQUIRED BY NEW WORK SHALL BE INCLUDED AS WORK

PROVIDED UNDER THIS CONTRACT.

7. CUTTING SHALL BE DONE WITH CARE SO AS NOT TO DAMAGE EXISTING EQUIPMENT, CONNECTIONS, CONTROLS, ETC.

DAMAGE CAUSED BY SUCH CUTTING SHALL BE REPLACED OR REPAIRED TO ORIGINAL CONDITION BY CONTRACTOR AT

NO COST TO THE OWNER.

8. ALL MATERIALS AND EQUIPMENT SHALL BE NEW, OF THE BEST QUALITY AND FREE FROM DEFECTS.

9. MANUFACTURER AND MODEL NUMBERS SPECIFIED ESTABLISH THE TYPE AND QUALITY REQUIRED.

10. ALL WORK SHALL COMPLY WITH APPLICABLE REGULATIONS, CODES AND ORDINANCES.

11. THE CONTRACTOR SHALL PERFORM ALL TESTS AS SPECIFIED OR AS NECESSARY TO DEMONSTRATE A COMPLETE AND

SATISFACTORY INSTALLATION.

12. ALL EXPOSED PENETRATIONS MADE THROUGH EXISTING ROOFS, FLOORS, AND WALLS SHALL BE PATCHED WITH LIKE

MATERIALS TO MATCH THE SURROUNDING SURFACES.

13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING MATERIALS RESULTING FROM WORK

UNDER THIS CONTRACT AND SHALL RESTORE SUCH TO ITS ORIGINAL CONDITION.

14. INSTALL THE SPECIFIED FIRE STOPPING (SLEEVES, WRAP, CONDUIT, ETC.) AT RATED CONSTRUCTION.

14.A. FIRE STOP ALL PENETRATIONS WHERE NEW DEVICES/LINES RELOCATING EXISTING DEVICES/LINES

PENETRATING FLOORS, CEILINGS AND OTHER RATED BARRIERS.

14.B. FIRE STOP ALL NEWLY CREATED PENETRATIONS WHERE EXISTING DEVICES/LINES PENETRATE

FLOOR, CEILINGS AND OTHER RATED BARRIERS.

15. ALL NEW STUD WALLS AND GYPSUM BOARD SHALL EXTEND TO STRUCTURE UNLESS NOTED OTHERWISE.

16. ALL GYPSUM BOARD SHALL BE TYPE 'X' FIRE CODE GYPSUM BOARD UNLESS NOTED OTHERWISE.

17. PROVIDE 16 GA. METAL BACKING PLATES, UNLESS OTHERWISE SHOWN, IN ALL WALLS TO RECEIVE EQUIPMENT, SHELVING AND ACCESSORIES, DOOR STOPS AND OTHER ITEMS REQUIRING REINFORCEMENT. NO WOOD BLOCKING IS

TO BE USED PER VAMSPHC.

18. THE CONTRACTOR SHALL WORK WITH THE CONDITIONS AS THEY EXIST AT THE SITE. ALL ABOVE CEILING CONDITIONS SHALL BE REVIEWED, AND MODIFICATIONS IDENTIFIED, COORDINATED AND INCORPORATED INTO THE SHOP DRAWING PROCESS. COORDINATE ALL ABOVE CEILING WORK TO ENSURE A COMPLETE AND OPERATIONAL SYSTEM AT NO ADDITIONAL COST TO THE OWNER. COORDINATION SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING:

18.A. OWNER'S EQUIPMENT REQUIREMENTS.

18.B. CEILING SUPPORT SYSTEM.

18.C. MECHANICAL DUCTWORK SYSTEM

18.D. LIGHTING FIXTURES, ELECTRICAL WIRING AND CONDUIT SYSTEMS

18.E. PLUMBING AND PIPING SYSTEMS.

18.F. COMMUNICATIONS SYSTEMS.

19. OBTAIN PERMIT FOR AND CONSTRUCT ONE HOUR FIRE-RESISTANT ANTE CHAMBER WITH DOOR AND APPOVED

HARDWARE TO

SEAL OFF CONSTRUCTION AREA FROM CORRIDOR. SEAL ANTE CHAMBER TO EXISTING CONSTRUCTION. PROVIDE WALK-OFF MATS OUTSIDE CORRIDOR AND ROOM SIDES OF CHAMBER. ANTE CHAMBER TO COMPLY WITH REQ'TS.

FOR ICRA LEVEL 4 PROTECTION - REVIEW & COORDINATE PERMIT & CONTSTRUCTION REQ'TS W/ COR AND STATION'S

INFECTION CONTROL OFFICER.

20. AT THE COMPLETION OF EACH PHASE OF DEMOLITION THE CONTRACTOR SHALL HAVE A SITE MEETING WITH THE VA TO

REVIEW AS- BUILT CONDITIONS OF THE EXISTING STRUCTURE.

21. WHEN ALTERING THE BUILDING, IF STRUCTURAL INTEGRITY APPEARS TO BE IN QUESTION CONTRACTOR SHALL NOTIFY

THE VA IMMEDIATELY.

22. THE OWNER SHALL BE RESPONSIBLE FOR REMOVING, STORING AND REINSTALLATION OF ALL OF THE OWNER'S EQUIPMENT AND FURNITURE, TO INCLUDE BOTH WALL MOUNTED ITEMS AND MOVABLE ITEMS. THIS COORDINATION OF

OWNER'S ITEMS IS REQUIRED FOR ALL PHASES OF CONSTRUCTION.

23. CONTRACTOR TO USE LOADING DOCK AND SERVICE ELEVATORS FOR ACCESS INTO THE BUILDING AND TO THE WORK

AREA.

24. WORK THAT REQUIRES ACCESS TO SPACES OUTSIDE DESIGNATED AREA OF WORK SHALL BE COORDINATED WITH THE VA. WORK IN THOSE AREAS SHALL TAKE PLACE OUTSIDE REGULAR BUSINESS HOURS AND THE AREAS SHALL BE

CLEANED AND RETURNED TO SERVICE AT THE END OF EACH SHIFT.

25. UPON COMPLETION OF THE PROJECT. ALL AREAS AVAILABLE FOR CONSTRUCTION MATERIALS, VEHICLES, AND TRASH

RECEPTICLES MUST BE RETURNED TO THEIR ORIGINAL CONDITION.

NEW

PARTITION KEY

WALL

RATING DESCRIPTION NFPA 2015

(EXIST. HC)

NFPA 2015

(NEW HC)

RATED UL

ASSEMBLES

OPENINGS

RATING RFRNC.

DAMPERS

TYPE RFRNC.

2 HR BUILDING SEPARATION:

FIRE BARRIER

NOT

APPLICABLE

NOT

APPLICABLE

UL U412

UL U419 90 MIN IBC 705.8

TABLE 715.4

FIRE

90 MIN

IBC 705.11

IBC 715.5.1

IBC 716.5.1

1 HR OCCUPANCY / AREA SEPARATION:

FIRE BARRIER

NFPA 6.1.14

NFPA 8.2.3.1.2

NFPA 6.1.14

NFPA 8.2.3.1.2 60 MIN NFPA 8.2.3.2.3.1 (1)

IBC 706.7

NFPA 8.2.3.2.4.1

IBC 706.10

IBC 716.3.1

IBC 716.5.2

2 HR OCCUPANCY / AREA SEPARATION:

FIRE BARRIER

NFPA 6.1.14

NFPA 8.2.3.1.2

NFPA 6.1.14

NFPA 8.2.3.1.2

UL U412

UL U419 90 MIN NFPA 8.2.3.2.3.1 (1)

IBC 706.7

FIRE

90 MIN

NFPA 8.2.3.2.4.1

IBC 706.10

IBC 716.3.1

IBC 716.5.2

2 HR

1 HR

VERT. OPG. (EXIT ENCLSR/SHAFT)

FIRE BARRIER

(2 HR = 4 OR MORE STORIES)

(1 HR = LESS THAN 4 STORIES)

NFPA 19.3.1.1

NFPA 8.2.5.4

NFPA 18.3.1.1

NFPA 8.2.5.4

UL U412

UL U419

UL U415(B)

90 MIN

60 MIN

NFPA 8.2.3.2.3.1

IBC 715.4 / 714.2

NOT

ALLOWED

NFPA 1005.3.4.1

NFPA 1020.12

IBC 715.5.3

IBC 716.5.2

2 HR

1 HR

EXIT PASSAGEWAY (HORIZ)

FIRE BARRIER

NFPA 19.2.2.7

NFPA 7.2.6

NFPA 18.2.2.7

NFPA 7.2.6

90 MIN

60 MIN

NFPA 8.2.3.2.3.1

IBC 715.4 / 714.2

NOT

ALLOWED

NFPA 1005.3.4.1

NFPA 1021.5

1 HR HAZ / INCIDENTAL USE

FIRE BARRIER

NFPA 18.3.2.1

NFPA 8.4.1.1

NFPA 18.3.2.1

NFPA 8.4.1.1

UL U412

UL U419 45 MIN

NFPA 8.2.3.2.3.1 (2)

IBC 706.7

IBC 715.4

FIRE

90 MIN

IBC 715.3.1

IBC 716.3.1

IBC 715.5.2

IBC 716.5.2

1 HR

1/2 HR

SUBDIVIDING SPACES

SMOKE BARRIER NFPA 19.3.7.1 NFPA 18.3.7.1

NFPA 18.3.7.3

NFPA 8.3.4.2 (1)

IBC 709.5

SMOKE

90 MIN

SEE NOTE [A]

UL U412

UL U419

UL U415(A)

20 MIN

NFPA 8.3.5.1

IBC 709.8

IBC 716.5.5

SEE NOTE [C]

NR SUITE SEPARATION

SMOKE PARTITIONS NFPA 18.2.5 NFPA 18.2.5

NR SELF

OR AUTO

CLOSING

IBC 710.5.3

IBC 715.4.7.3

SEE

NOTE [B]

HORIZONTAL BUILDING SEPARATION

FIRE BARRIER

NOT

APPLICABLE

NOT

APPLICABLE

IBC 705.8

TABLE 715.4

FIRE

90 MIN

UL U412

UL U419 90 MIN

IBC 705.11

IBC 715.5.1

IBC 716.5.12 HR

[A] DAMPERS ARE NOT REQUIRED IN DUCT PENETRATIONS OF SMOKE BARRIERS

WHERE HVAC SYSTEMS ARE FULLY DUCTED (18.3.7.3x2).

[B] AIR TRANSFER OPENINGS IN SMOKE PARTITIONS SHALL HAVE DAMPERS

(NFPA 8.2.4.4.3) (IBC 710.7).

[C] SMOKE DAMPERS ARE NOT REQUIRED WHERE OPENINGS IN DUCT ARE

LIMITED TO A SINGLE COMPARTMENT & DUCTS ARE MADE OF STEEL (IBC 716.5.5).

[D] TRANSFER GRILLES REGARDLESS OF WHETHER THEY ARE PROTECTED ARE

NOT ALLOWED IN THESE DOORS OR WALLS (NFPA 18.3.6.4).

EXIT MARKER

EGRESS PATH

STARTING

LOCATION

TRAVEL PATH

TRAVEL

DISTANCE

100'

(50)

EXITING

PH

-1

PH

-2

PH

-1

PH

-2

PH

-3

PH

-2

PH

1 &

P H-

PH

-2

SEE GI002 FOR MORE INFORMATION ON DEMOLITION

& RENOVATION CONSTRUCTION BOUNDARIES

PH

-3

PH

-2

PH

-1

PH

-2

PH

-2

R

EN

OV

AT

IO

N

PH

-2

R

EN

OV

AT

IO

N

PH

-3

D

EM

O/

RE

NO

PH

-2

R

EN

OV

AT

IO

N

PH-2 RENOVATION

PH-3 DEMO/RENO

PH-2 DEMOLITION

PH-1 DEMOLITION & RENOVATION

PH

-1

D

EM

OL

IT

IO

N

RE

NO

VA

TI

ON

PH

-2

D

EM

OL

IT

IO

N

PH-2 DEMO

PH-1 DEMO/RENO

PH

-1

D

EM

OL

IT

IO

N

RE

NO

VA

TI

ON

PH

-2

D

EM

OL

IT

IO

N

PH

-3

PH

-2

PH

-1

PH

-2

PH

-3

D

EM

O/

RE

NO

PH

-2

R

EN

OV

AT

IO

N

PH

-1

D

EM

OL

IT

IO

N

RE

NO

VA

TI

ON

PH

-2

D

EM

OL

TI

ON

PH

-2 R

EN

OV

AT

IO

N

PH

-3

D

EM

OL

IT

IO

N

RE

NO

VA

TI

ON

PH

-3

D

EM

OL

IT

IO

N

RE

NO

VA

TI

ON

PH

-3

D

EM

OL

IT

IO

N

RE

NO

VA

TI

ON

10. WHERE NOTED ON THE DRAWINGS, PROVIDE STANDARD HOOKS IN CONFORMANCE WITH LAP SPLICE SCHEDULE, UNLESS OTHERWISE INDICATED. 1. NO PROVISIONS FOR FUTURE EXPANSION HAVE BEEN MADE IN THE STRUCTURAL SYSTEMS.

R. PROVISIONS FOR FUTURE EPANSION:

9. PROVIDE LAP SPLICES IN CONFORMANCE WITH LAP SPLICE SCHEDULE BELOW, UNLESS OTHERWISE INDICATED. FOLLOW RESTRICTIONS ON LOCATIONS OF

SPLICES AS INDICATED IN DETAILS, NOTES, OR SPECIFICATIONS.

1. SEE STATEMENT OF SPECIAL INSPECTIONS (SSI) ON SHEET SG002 FOR STRUCTURAL TESTS AND SPECIAL INSPECTIONS REQUIREMENTS

8. PROVIDE EXTERIOR CORNER BARS SAME SIZE AND SPACING AS HORIZONTAL REINFORCING AT ALL CONCRETE WALLS AND FOOTINGS - LAP AS PER LAP SPLICE

SCHEDULE BELOW.

Q. SPECIAL INSPECTIONS:

I. INTERIOR WALLS SHALL HAVE 5 PSF LATERAL LOAD APPLIED IN THE ABSENCE OF ANY WIND LOAD EFFECTS.

H. COMPONENT AND CLADDING LOADING AS INDICATED ON DRAWINGS 7. FORMWORK SHALL BE ADJUSTED BEFORE AND AFTER CONCRETE PLACING OPERATIONS (PRIOR TO INITIAL SET) TO COMPENSATE FOR FORMWORK

DEFLECTION, IN ADDITION TO ANY CAMBER SPECIFIED ON THE DRAWINGS.

G. WIND IMPORTANCE FACTOR, Iw 1.00 (ASCE 7-10, TABLE 1.5-2) F. INTERNAL PRESSURE COEFFICIENT, GPi +/- 0.18 E. ENCLOSURE CLASSIFICATION ENCLOSED 6. WHERE THE WEIGHT OF EQUIPMENT OR MATERIALS BEING TRANSPORTED TO LOCATION, OR TEMPORARILY STORED, EXCEEDS THE DESIGN LIVE LOAD, PLANKING SHALL BE PROVIDED ON THE FLOOR SLAB AND SHORING PROVIDED BENEATH AS REQUIRED TO SUPPORT THE LOADS.

2. IF THE CONTRACTOR FAILS TO MAKE SUCH A REQUEST, NO EXCUSE WILL THEREAFTER BE ENTERTAINED FOR FAILURE TO CARRY OUT THE WORK IN A

SATISFACTORY MANNER. SHOULD CONFLICTS OCCUR IN OR BETWEEN DRAWINGS AND SPECIFICATIONS, THE CONTRACTOR IS DEEMED TO HAVE ESTIMATED ON THE MORE EXPENSIVE WAY OF DOING THE WORK UNLESS HAVING ASKED FOR, AND OBTAINED, WRITTEN DECISION BEFORE SUBMISSION OF PROPOSAL AS

TO WHICH METHOD OR MATERIALS WILL BE REQUIRED.

D. WIND EXPOSURE C

(VA SEISMIC DESIGN REQUIREMENTS H-18-8, OCTOBER 2016) A. PLAN ELEVATION OF 100'-0" CORRESPONDS TO CIVIL ELEVATION OF XXX.XX' AT BUILDING (VERIFY IN FIELD). 5. NON-CONTINUOUS ENDS OF TOP BARS IN BEAMS AND SLABS SHALL TERMINATE IN A STANDARD HOOK (90-DEGREE OR 180-DEGREE), UNLESS DETAILED

OTHERWISE

C. RISK CATEGORY III 9. CIVIL DATUM: 4. PROVIDE 3/4-INCH CHAMFER ON ALL EXPOSED CONCRETE CORNERS. 1. SHOULD CONFLICTS OCCUR IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL REQUEST INTERPRETATION BEFORE PROCEEDING WITH THE ASSOCIATED WORK. ALL SUCH REQUESTS SHALL FIRST BE PRECEDED BY A DILIGENT INVESTIGATION INTO THE CONTRACT DOCUMENTS. EVIDENCE OF SUCH

INVESTIGATION SHALL BE CONTAINED IN ALL REQUESTS FOR INTERPRETATION SUBMITTED.

B. NOMINAL DESIGN WIND SPEED (3-SECOND GUST) Vasd = 93 MPH P. INTERPRETATION OF CONFLICT:

A. ULTIMATE DESIGN WIND SPEED (3-SECOND GUST) Vult = 120 MPH II. THE SOIL CONDITIONS ARE SUBSTANTIALLY IN CONFORMANCE WITH THE SOIL INVESTIGATION REPORT.

4. WIND CRITERIA: I. THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED AND COMPACTED. 3. CONCRETE PROTECTIVE COVERING FOR REINFORCEMENT AT SURFACES WHICH WILL BE EXPOSED TO THE WEATHER OR BE IN CONTACT WITH EARTH (BUT NOT CAST AGAINST) SHALL BE 2 INCH FOR BARS LARGER THAN #5 AND 1 1/2 INCH FOR #5 BARS OR SMALLER PROVIDE 3 INCH COVER FOR REINFORCEMENT

CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH, UNLESS DETAILED OTHERWISE.

B. REINFORCING STEEL SHOP DRAWINGS

H. THERMAL FACTOR, Ct 1.00 (ASCE 7-10, TABLE 7-3) H. PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTION, THE GEOTECHNICAL ENGINEER SHALL ADVISE THE

BUILDING OFFICIAL IN WRITING THAT:

2. CONCRETE PROTECTIVE COVERING FOR REINFORCEMENT AT SURFACES NOT EXPOSED DIRECTLY TO EARTH OR WEATHER SHALL BE 3/4 INCH FOR SLABS, JOISTS, AND WALLS AND 1 1/2 INCH FOR BEAM STIRRUPS AND COLUMN TIES OR SPIRALS, UNLESS DETAILED OTHERWISE.

A. CONCRETE MIX DESIGN(S) MIX DESIGNS SHALL BE SUBMITTED TO ENGINEER FOR REVIEW. A SIGNED CERTIFICATION STATING COMPLIANCE WITH ACI 318, CHAPTER 5 SHALL BE SUBMITTED WITH EACH MIX DESIGN.

G. EXPOSURE FACTOR, Ce 1.00 (ASCE 7-10, TABLE 7-2) 1. ALL REINFORCING STEEL SHALL BE DEFORMED, NEW, AND CONFORM TO THE SPECIFICATIONS. 3. SUBMIT THE FOLLOWING ITEMS:

F. SNOW IMPORTANCE FACTOR, Is 1.10 (ASCE 7-10, TABLE 1.5-2) D. CAST-IN-PLACE CONCRETE:

E. RISK CATEGORY III (UFC 3-301-01, TABLE 2-2)

D. RAIN-ON-SNOW LOAD, Pf 0 PSF G. NO FOOTINGS OR SLABS SHALL BE PLACED ONTO OR AGAINST SUBGRADE CONTAINING FREE WATER, FROST OR ICE. CONTRACTOR SHALL TAKE ALL

NECESSARY PRECAUTIONS TO PREVENT ANY FROST OR ICE FROM PENETRATING ANY FOOTING OR SLAB SUBGRADE BEFORE AND AFTER PLACING CONCRETE UNTIL SUCH SUBGRADES ARE FULLY PROTECTED BY THE PERMANENT BUILDING STRUCTURE OR PROPER DEPTH OF BURY.

5. CUTTING OF EXISTING STRUCTURAL STEEL IS PROHIBITED WITHOUT APPROVAL FROM THE ENGINEER 2. PRIOR TO FABRICATION, SUBMIT SHOP DRAWINGS IN THE FORM OF BLACKLINE PRINTS OR PORTABLE DOCUMENT FORMAT (PDF) FOR APPROVAL. IN NO CASE SHALL REPRODUCTION OF THE CONTRACT DRAWINGS BE USED AS SHOP DRAWINGS. DRAWINGS SHALL SHOW ERECTION PLANS, DIMENSIONS BRACING AND

BRIDGING REQUIREMENTS, DETAILS, SUPPORTED MECHANICAL EQUIPMENT AND PIPING.

C. FLAT ROOF SNOW LOAD, Pf 39 PSF F. THE NATURAL SOIL BELOW THE FOOTINGS AND SLAB-ON-GRADE SHALL BE SURFACE COMPACTED PER THE GEOTECHNICAL REPORT.

B. GROUND SNOW LOAD, Pg 50 PSF A. ROOF SNOW LOADS, APPLIED IN ACCORDANCE WITH THE BUILDING CODE INDICATED HEREIN. 4. WHEN CUTTING A NEW OPENING IN EXISTING CONCRETE OR MASONRY, THE CONTRACTOR SHALL NOT OVER CUT AT CORNERS. CORE-DRILL, CHIP AND GRIND

AS REQUIRED AT CORNERS. A LAYOUT OF ALL PROPOSED OPENINGS SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER PRIOR TO SAWCUTTING.

3. SNOW LOADS: E. SITE PREPARATION (INCLUDING OVEREXCAVATION AND FILL), GRADING (INCLUDING SCARIFICATION, MOISTURE CONDITIONING, AND COMPACTION), AND USE OF NONEXPANSIVE FILL MATERIAL SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT RECOMMENDATIONS.

3. PROVIDE ALL SHORING, BRACING, ETC., AS REQUIRED TO TEMPORARILY SUPPORT THE EXISTING STRUCTURE DURING REMOVAL OF EXISTING STRUCTURAL

ELEMENTS.

D. TYPICAL MINIMUM LIVE LOAD USED FOR DESIGN = 100 PSF AND 1,000 LBS CONCENTRATED LOAD. D. ALL INTERIOR SLAB-ON-GRADE SHALL BEAR ON 2 INCHES OF CLEAN SAND, CLASS A VAPOR BARRIER, AND 2 INCHES OF CLEAN SAND PER THE

GEOTECHNICAL REPORT.

2. CONTRACTOR IS SOLELY RESPONSIBLE FOR PROTECTION OF EXISTING BUILDING DURING ALL PHASES OF CONSTRUCTION. 1. CONTRACTOR SHALL REVIEW, STAMP, SIGN AND DATE ALL SHOP DRAWINGS PRIOR TO FORWARDING TO ARCHITECT/ENGINEER. THE ENGINEER’S REVIEW IS TO BE FOR CONFORMANCE WITH THE DESIGN CONCEPT AND GENERAL COMPLIANCE WITH THE RELEVANT CONTRACT DOCUMENTS. THE ENGINEER’S REVIEW DOES NOT RELIEVE THE CONTRACTOR OF THE SOLE RESPONSIBILITY TO REVIEW, CHECK AND COORDINATE THE SHOP DRAWINGS PRIOR TO SUBMISSION. THE CONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF SHOP DRAWINGS AS THEY PERTAIN TO

MEMBER SIZES, DETAILS, DIMENSIONS, ETC.

C. LIVE LOAD REDUCTIONS APPLIED AS PER BUILDING CODE. C. ASSUMED MOIST SOIL UNIT WEIGHT 120 PCF N. SUBMITTALS B. ASSUMED SUBGRADE MODULUS 100 PCI 1. BEFORE FABRICATION AND ERECTION OF ANY MATERIALS, FIELD VERIFY ALL EXISTING ELEVATIONS, DIMENSIONS AND CONDITIONS AS SHOWN ON THE

DRAWINGS AND REPORT ANY DISCREPANCIES TO THE ARCHITECT AT ONCE.

A. ASSUMED ALLOWABLE BEARING PRESSURE (IBC 2015 TABLE 1806.2) 1,500 PSF (DL + LL) C. EXISTING CONSTRUCTION: 7. 90 DEGREE STANDARD HOOK EXTENSIONS SHALL BE 16 * db FOR #3 BARS THROUGH #8 BARS, AND 17 * db FOR #9 BARS THROUGH #11 BARS.

B. WHERE THE LIVE LOADS FOR WHICH EACH FLOOR OR PORTION THEREOF OF A COMMERCIAL AND INDUSTRIAL BUILDING IS OR HAS BEEN DESIGNED TO

EXCEED 50 PSF, SUCH DESIGN LIVE LOADS SHALL BE CONSPICUOUSLY POSTED BY THE OWNER IN THAT PART OF EACH STORY IN WHICH THEY APPLY, USING DURABLE SIGNS. IT SHALL BE UNLAWFUL TO REMOVE OR DEFACE SUCH NOTICES.

FOUNDATION DESIGN IS BASED ON PRESUMPTIVE LOAD BEARING VALUES OF SOILS AS FOLLOWS:

8. FOUNDATION SYSTEM: 6. IF CONCRETE SIDE COVER (NORMAL TO PLANE OF HOOKS) IS NOT LESS THAN 2 1/2 INCHES, AND FOR 90-DEGREE HOOKS WITH COVER ON THE BAR EXTENSION BEYOND THE HOOK

NOT LESS THAN 2 INCHES, THE LENGTH MAY BE MULTIPLIED BY 0.7.

STANDARD HOOKS:

IV. OTHERWISE, ASTM A706, GRADE 60 Fy = 60,000 PSI 5. IF CONCRETE COVER IS LESS THAN 1.0 x db OR C-C SPACING IS LESS THAN 3.0 x db, MULTIPLY LENGTH BY 1.5. (db = BAR DIAMETER)

A. THE "TYPICAL MINIMUM LIVE LOAD USED FOR DESIGN" INDICATED BELOW WAS USED FOR ALL OCCUPANCY OR USE TYPES, EXCEPT THOSE WHERE THE "CODE-SPECIFIED MINIMUM LIVE LOADS" ARE GREATER, IN WHICH CASE THE ASSOCIATED LIVE LOAD INDICATED IN THE TABLE WAS USED FOR DESIGN.

SEE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR THE DEFINITION OF SPACES.

8. COORDINATION WITH OTHER TRADES: THE CONTRACTOR SHALL COORDINATE ALL DEPRESSIONS, DIMENSIONS, ELEVATIONS, SLEEVES, CHASES, HANGERS, OPENINGS, INSERTS, ANCHORS, EQUIPMENT SUPPORTS, AND DETAILS WITH THE ENTIRE CONTRACT DOCUMENT PACKAGE, INCLUDING SPECIFICATIONS AND ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. FOR CONCRETE AND MASONRY CONSTRUCTION THE INSERTS, EMBEDDED PLATES, ETC. SHALL NOT INTERFERE WITH REINFORCEMENT LOCATIONS.

4. TABULATED VALUES ARE FOR UNCOATED OR ZINC-COATED (GALVANIZED) BARS. FOR EPOXY COATED BARS, MULTIPLY LENGTH BY 1.5.

2. DESIGN LIVE LOADS: III. MINIMUM ELONGATION IN 8 INCHES SHALL BE AT LEAST 14 PERCENT FOR BAR SIZES NO. 3 THROUGH NO. 6, AT LEAST 12 PERCENT FOR BAR SIZES

NO. 7 THROUGH NO. 11, AND AT LEAST 10 PERCENT FOR BAR SIZES NO. 14 AND NO. 18

DEVELOPMENT LENGTH:

II. THE RATIO OF THE TESTED TENSILE STRENGTH TO THE TESTED YIELD STRENGTH IS NOT LESS THAN 1.25. 7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY SHOWN, SIMILAR DETAILS OF

CONSTRUCTION SHALL BE USED, SUBJECT TO APPROVAL BY THE ENGINEER.

3. ALL REBAR SPLICES SHALL BE STAGGERED 24 INCHES, MIN (EVERY OTHER BAR).

I. THE TESTED YIELD STRENGTH BASED ON MILL TESTS DOES NOT EXCEED Fy BY MORE THAN 18,000 PSI

IF THE FOLLOWING CONDITIONS ARE MET:

M. TYPICAL BARS (ASTM A615, GRADE 60) Fy = 60,000 PSI 1. TABULATED TENSION LAP SPLICE LENGTHS ARE FOR TOP BARS HAVING MORE THAN 12 INCHES OF FRESH CONCRETE PLACED BELOW HORIZONTAL REINFORCEMENT. DIVIDE

TABULATED LAP SPLICE LENGTHS BY A FACTOR OF 1.30 FOR VERTICAL BARS, BOTTOM BARS AT FOOTINGS AND AT SLAB-ON-GRADE.

7. REINFORCING STEEL: TENSION LAP SPLICE LENGTH FOR DEFORMED BARS NOTES

- THE PROVISIONS OF THE REFERENCED BUILDING CODE AND ALL REFERENCE STANDARDS THEREIN SHALL APPLY TO THIS PROJECT. WHERE THERE IS A

CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL BE APPLICABLE. GENERAL REQUIREMENTS NOT SHOWN IN DETAILS ARE NOT CONSIDERED CONFLICTS AND ARE STILL REQUIRED, AS APPLICABLE. TYPICALLY, THE LATEST EDITION OF CONSTRUCTION STANDARDS SHALL BE UTILIZED, AS APPROVED BY THE CONTRACTING OFFICER.

STANDARD HOOK DEVELOPMENT 17 16 15 13 13

- OTHER SELECT REFERENCED STANDARDS MAY BE INDICATED ELSEWHERE IN THE CONTRACT DOCUMENTS, AS APPLICABLE. B. ALL OTHER CONCRETE Class F2 S0 W0 C2 f'c = 4,000 PSI AT 28 DAYS 6. THE STRUCTURAL DRAWINGS HEREIN REPRESENT THE FINISHED STRUCTURE. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE

FOR TEMPORARY GUYING, SHORING, BRACING, FORMING, ETC. TO HOLD THE STRUCTURE IN PROPER ALIGNMENT AND TO WITHSTAND ALL LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED, INCLUDING LATERAL LOADS, TEMPERATURE DIFFERENTIALS, STOCKPILES OF MATERIAL AND EQUIPMENT. SUCH MEASURES SHALL BE LEFT IN PLACE AS LONG AS REQUIRED FOR SAFETY AND UNTIL ALL FRAMING AND CONNECTIONS INCLUDING ROOF DECK ARE IN PLACE.

THE INVESTIGATION, DESIGN, SAFETY, ADEQUACY AND INSPECTION OF SUCH TEMPORARY MEASURES ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

#6 LAP SPLICE (CLASS B) 34 31 29 28 26

- VA PROGRAM GUIDE, PG-18-15, VOLUME C, NOVEMBER 2008 A. INTERIOR SLAB-ON-GRADE Class F0 S0 W0 C0 f'c = 4,000 PSI AT 28 DAYS STANDARD HOOK DEVELOPMENT 14 13 12 12 11

- VA PHYSICAL SECURITY DESIGN MANUAL FOR MISSION CRITICAL FACILITIES, JANUARY 2015 6. DESIGN STRENGTHS: #5 LAP SPLICE (CLASS B) 28 26 25 23 22

- VA SEISMIC DESIGN REQUIREMENTS H-18-8, OCTOBER 2016 5. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE MEANS AND MANNER OF CONSTRUCTION AND FOR THE SAFETY OF PERSONS AND PROPERTY.

CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL SAFETY PRECAUTIONS AND REGULATIONS DURING THE WORK. THE ENGINEER WILL NOT

ADVISE ON NOR ISSUE DIRECTION AS TO SAFETY PRECAUTIONS AND PROGRAMS.

STANDARD HOOK DEVELOPMENT 11 11 10 9 9

- UFC 4-023-03, DESIGN OF BUILDINGS TO RESIST PROGRESSIVE COLLAPSE, CHANGE 3, 1 NOVEMBER 2016 H. ANALYSIS PROCEDURE USED N/A #4 LAP SPLICE (CLASS B) 23 21 20 19 18

- UFC 4-010-02, DoD MINIMUM STANDOFF DISTANCES FOR BUILDINGS, 9 FEBRUARY 2012 G. LONG-PERIOD TRANSITION 12 SECOND PERIOD, TL STANDARD HOOK DEVELOPMENT 9 8 8 7 7

- UFC 4-010-01, DoD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS, CHANGE 1, 1 OCTOBER 2013 F. SEISMIC IMPORTANCE FACTOR 1.25 (UFC 3-301-01, TABLE 2-2 4. CONTRACTOR SHALL ENSURE NO STRUCTURAL MEMBERS OR ELEMENTS ARE DAMAGED OR ALTERED BY OTHER TRADES. ANY SUCH DAMAGE THAT DOES

OCCUR SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

#3 LAP SPLICE (CLASS B) 17 16 16 16 16

- UFC 3-310-04, SEISMIC DESIGN FOR BUILDINGS, CHANGE 1, 20 JUNE 2016 E. SEISMIC DESIGN CATEGORY A (IBC TABLE 1613.5.6 (1) & (2)) BAR SIZE TYPE f'c = 3,000 PSI f'c = 3,500 PSI f'c = 4,000 PSI f'c = 4,500 PSI f'c = 5,000 PSI

- UFC 3-301-01, STRUCTURAL ENGINEERING, CHANGE 4, 1 NOVEMBER 2018 D. SITE CLASSIFICATION D (IBC 2015 SECTION 1613.3.2) 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE SHORING AND BRACING OF ALL THE NEW (AND/OR EXISTING) STRUCTURES FOR ALL

LOADS THAT MAY BE IMPOSED DURING CONSTRUCTION.

(GRADE 60 UNCOATED BARS, NORMAL WEIGHT CONCRETE)

- UFC 3-220-01, GEOTECHNICAL ENGINEERING, 1 NOVEMBER 2012 VI. SD1 0.048 TENSION LAP SPLICE LENGTH AND STANDARD HOOK DEVELOPMENT LENGTH FOR DEFORMED BARS (INCHES)

- UFC 1-200-02, HIGH PERFORMANCE AND SUSTAINABLE BUILDING REQUIREMENTS, CHANGE 2, 7 JUNE 2018 V. SDS 0.053 A. OPENINGS THROUGH FLOORS AND ROOFS, WHICH MEASURE 12 INCHES OR LESS IN ALL DIRECTIONS, MAY BE CORED DRILLED (AT CONCRETE FILL), WITH

APPROVAL FROM ENGINEER. CORING OF HOLES THROUGH BEAMS AND PAN JOISTS IS PROHIBITED.

- UFC 1-200-01, DoD BUILDING CODE (GENERAL BUILDING REQUIREMENTS), CHANGE 2, 1 NOVEMBER 2018 IV. Fv 2.400

- IBC 2015, INTERNATIONAL BUILDING CODE, EXCEPT AS MODIFIED BY UFC 1-200-01 AND UFC 3-301-01 III. Fa 1.600 14. CONDUITS, PIPES, AND SLEEVES SHALL NOT BE LARGER IN OUTSIDE DIMENSION THAN 1/3 THE OVERALL THICKNESS OF THE CONCRETE ELEMENT IN WHICH

THEY ARE EMBEDDED.

- AWS D1.4-11 STRUCTURAL WELDING CODE – REINFORCING STEEL II. S1 0.030 (UFC 3-301-01, TABLE E-3) 2. SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF WALL, ROOF AND FLOOR OPENINGS AND SLEEVES, AND CONCRETE PADS UNDER EQUIPMENT. THE CONTRACTOR SHALL VERIFY EXACT SIZE AND LOCATION WITH EQUIPMENT FURNISHED. OPENINGS IN STRUCTURE

TO BE HANDLED AS FOLLOW:

- AWS D1.1-10 STRUCTURAL WELDING CODE – STEEL I. SS 0.050 (UFC 3-301-01, TABLE E-3) 13. CONDUITS, PIPES, AND SLEEVES IN CONCRETE SHALL BE NO CLOSER THAN (3) DIAMETERS ON CENTER. MINIMUM SPACING OF CONDUITS, PIPES OR SLEEVES

OF DIFFERENT DIAMETERS SHALL BE DETERMINED USING THE LARGER DIAMETER.

- ASCE / SEI 7-10, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES C. MAPPED SPECTRAL RESPONSE ACCELERATIONS:

- ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE B. RISK CATEGORY III (UFC 3-301-01, TABLE 2-2) 12. NO PENETRATIONS (SUCH AS PIPE SLEEVES, ELECTRICAL CONDUITS, ETC.) THROUGH ANY STRUCTURAL MEMBER, SHALL BE MADE WITHOUT APPROVAL BY

THE STRUCTURAL ENGINEER.

1. DESIGN CODES: A. ALL LOADS BASED ON IBC / ASCE 7 / UFC / VA SEISMIC DESIGN REQUIREMENTS H-18-8 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (INCLUDING FIELD VERIFICATIONS OF EXISTING CONDITIONS AND DIMENSIONS) BEFORE STARTING WORK OR FABRICATING ANY REINFORCING STEEL, STRUCTURAL STEEL, COLD-FORMED STEEL ELEMENTS, OR OTHER STRUCTURAL ELEMENTS. THE ARCHITECT, CONTRACTING OFFICER AND ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY DISCREPANCIES FOUND.

A. DESIGN DATA: 5. DESIGN SEISMIC LOADS: B. CONTRACTOR RESPONSIBILITIES: 11. LOCATION AND SIZES OF OPENINGS, SLEEVES, ETC., REQUIRED FOR OTHER TRADES MUST BE VERIFIED BY THESE TRADES BEFORE PLACING CONCRETE.

GENERAL STRUCTURAL NOTES GENERAL STRUCTURAL NOTES GENERAL STRUCTURAL NOTES GENERAL STRUCTURAL NOTES

Timothy Pipkorn 47659

47659 Timothy Pipkorn

5. PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED

PROPERLY.

- X

4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF

COMPACTED FILL.

X -

3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS. - X

2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL. - X

1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY. - X

TYPE CONTINUOUS SPECIAL

INSPECTION

PERIODIC SPECIAL

INSPECTION

IBC TABLE 1705.6 - REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS

(b) SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE INCLUDED IN THE RESEARCH REPORT FOR THE ANCHOR ISSUED BY AN APPROVED SOURCE IN ACCORDANCE WITH 17.8.2 IN ACI 318, OR OTHER QUALIFICATION PROCEDURES. WHERE SPECIFIC REQUIREMENTS ARE NOT PROVIDED, SPECIAL INSPECTION REQUIREMENTS SHALL BE SPECIFIED BY THE REGISTERED DESIGN PROFESSIONAL AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO THE

COMMENCEMENT OF THE WORK.

(a) WHERE APPLICABLE, SEE ALSO SECTION 1705.12, SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE.

10. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER

BEING FORMED.

- X ACI 318: 26.11 1705.3

9. VERIFIY IN-SITU CONCRETE STRENGTH,PRIOR TO REMOVAL OF SHORES AND FORMS FROM

BEAMS AND STRUCTURAL SLABS.

- X ACI 318: 6.2 1705.3

8. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. - X ACI 318: 5.11-5.13 1705.3, 1908.9

7. INSPECT CONCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. X - ACI 318: 5.9, 5.10 1705.3, 1908.6, 1908.7, 1908.8

6. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM

SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE.

X - ASTM C 172

ASTM C 31

ACI 318: 26.5,

26.12

1705.3, 1908.10

5. VERIFY USE OF REQUIRED DESIGN MIX. - X ACI 318: 19.2,

19.3, 26.4

1705.3, 1904.1, 1904.2, 1908.2, 1908.3

B. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 4.A. - X ACI 318: 3.2.2, 17.1-17.8, 18.2.3

1705.3

A. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED

ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS.

X - ACI 318:

17.1-17.8, 18.2.3

1705.3

4. INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS (b).

3. INSPECT ANCHORS CAST IN CONCRETE. - X ACI 318: 17.8.2 1705.3

C. INSPECT ALL OTHER WELDS. X - AWS D1.4,

ACI 318: 26.6

1705.3

B. INSPECT SINGLE-PASS FILLET WELDS, MAXIMUM 5/16"; AND - X AWS D1.4,

ACI 318: 26.6

1705.3

A. VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM A706. - X AWS D1.4,

ACI 318: 26.6

1705.3

2. REINFORCING BAR WELDING:

1. INSPECT REINFORCEMENT, AND VERIFY PLACEMENT. - X ACI 318:

20.2-20.6, 25.2, 25.3, 25.6

1705.3, 1908.4

TYPE CONTINUOUS

SPECIAL

INSPECTION

PERIODIC

SPECIAL

INSPECTION

REFERENCED

STANDARD (a)

IBC REFERENCE

C. AIR CONTENT TESTS IN ACCORDANCE WITH ASTM C231.

B. TEMPERATURE TESTS IN ACCORDANCE WITH ASTM C1064.

A. SLUMP TESTS IN ACCORDANCE WITH ASTM C143.

OTHER TESTS (PERFORMED EACH TIME A SET OF COMPRESSION TEST SPECIMENS ARE MADE):

C. COMPRESSIVE STRENGTH TESTING TO BE IN ACCORDANCE WITH ASTM C39. (1) CYLINDER TO BE TESTED AT 7 DAYS, (1) CYLINDER TO BE TESTED AT 14 DAYS, (2) CYLINDERS TO BE TESTED AT 28 DAYS. FOR COLD WEATHER CONCRETING, (1) FIELD CURED SPECIMEN TO BE TESTED AT 28 DAYS. (1) CYLINDER TO BE STORED FOR 56 DAYS AND TESTED AT 56 DAYS IF 28 DAY STRENGTH TEST IS LOWER THAN SPECIFIED. FOR 4 BY 8 INCH CYLINDERS SAME TESTING AS STANDARD CYLINDERS

EXCEPT TEST (3) CYLINDERS AT 28 DAYS.

MILL CERTS. FOR REINFORCING

B. COMPRESSION TEST SPECIMENS SHALL BE PREPARED FOR EACH CLASS OF CONCRETE; NOT LESS THAN ONCE A DAY, NOR LESS THAN ONCE FOR EACH 150 CUBIC

YARD OF CONCRETE, NOR LESS THAN ONCE FOR EACH 5,000 SQUARE FEET OF SURFACE AREA FOR SLABS OR WALLS.

MIX DESIGNS FOR ALL CLASSES OF CONCRETE

INT. AND EXT. SLAB REINFORCING

CONCRETE

A. PREPARE COMPRESSION TEST SPECIMENS (IN ACCORDANCE WITH ASTM C31), ONE SET OF FIVE STANDARD 6 BY 12 INCH CYLINDERS (OR ONE SET OF SIX 4 BY 8 INCH CYLINDERS) OF CONCRETE FOR EACH COMPRESSIVE STRENGTH TEST, MOLD AND STORE CYLINDERS FOR LABORATORY-CURED SPECIMENS. ONE ADDITIONAL

CYLINDER FIELD CURED IF COLD WEATHER CONCRETING.

SEE STRUCTURAL DRAWINGS

GENERAL NOTES FOR ADDITIONAL

INFORMATION ON EACH

SUBMITTAL.

COMPRESSIVE STRENGTH TESTS: CATEGORY ITEM COMMENTS

MINIMUM TESTS

LIST OF REQUIRED STRUCTURAL SUBMITTALS

IBC TABLE 1705.3 - REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION

SPECIAL INSPECTIONS ARE NOT REQUIRED WHERE THE FABRICATOR IS REGISTERED AND APPROVED IN ACCORDANCE WITH IBC SECTION 1704.2.5.1

5. ELECTRONIC VERSION IN PDF FORMAT OF ALL REQUIRED SHOP DRAWINGS AND CALCULATIONS MUST BE SUBMITTED BY THE SUPPLIER AND A MINIMUM OF 10

BUSINESS DAYS MUST BE PROVIDED FOR REVIEW BY THE STRUCTURAL ENGINEER OF RECORD.

4. PRIOR TO SUBMITTING SHOP DRAWINGS TO SEOR, THE SHOP DRAWINGS MUST BE REVIEWED AND COORDINATED BY THE GENERAL CONTRACTOR.

THE SPECIAL INSPECTOR SHALL VERIFY THAT THE FABRICATOR MAINTAINS DETAILED FABRICATION AND QUALITY CONTROL PROCEDURES THAT PROVIDE A BASIS FOR INSPECTION CONTROL OF THE WORKMANSHIP AND THE FABRICATOR’S ABILITY TO CONFORM TO THE APPROVED CONSTRUCTION DOCUMENTS AND REFERENCED STANDARDS. THE SPECIAL INSPECTOR SHALL REVIEW THE PROCEDURES FOR COMPLETENESS AND ADEQUACY RELATIVE TO THE CODE REQUIREMENTS FOR THE

FABRICATOR’S SCOPE OF WORK.

3. SHOP DRAWING PACKAGES MUST BE COMPLETE WHEN SUBMITTED AND MUST INCLUDE CERTIFIED CALCULATIONS IF REQUIRED. INCOMPLETE SHOP DRAWING

PACKAGES WILL BE REJECTED WITHOUT REVIEW.

SPECIAL INSPECTIONS OF FABRICATED ITEMS ARE REQUIRED WHEN STRUCTURAL LOAD-BEARING MEMBERS AND ASSEMBLIES ARE BEING FABRICATED ON THE PREMISES

OF A FABRICATOR’S SHOP.

IBC SECTION 1704.2.5 INSPECTION OF FABRICATORS 2. SHOP DRAWINGS SHALL BE ORIGINALS AND SHALL NOT BE CREATED, IN WHOLE OR IN PART, FROM THE ELECTRONIC STRUCTURAL CAD FILES OR REPRODUCTIONS OF THE STRUCTURAL DRAWINGS. REPRODUCING THE STRUCTURAL DRAWINGS WITHOUT PRIOR WRITTEN CONSENT OF THE ENGINEER IS A VIOLATION OF COPYRIGHT LAWS AND CODE OF STANDARD PRACTICE. SUBMITTALS NOT ADHERING TO THESE PROVISIONS WILL BE REJECTED WITHOUT REVIEW.

1. THE REVIEW OF THE FOLLOWING SUBMITTALS IS INCLUDED IN THE STRUCTURAL ENGINEER OF RECORD’S (SEOR) SCOPE OF SERVICES. THE GENERAL CONTRACTOR

SHALL PROVIDE THE ITEMS BELOW TO THE SEOR FOR REVIEW PRIOR TO CONSTRUCTION.

THE FOLLOWING LIST IDENTIFIES THE SECTIONS OF THE IBC WHICH APPLY TO THIS PROJECT. THE SPECIAL INSPECTOR SHALL ILLUSTRATE THEIR UNDERSTANDING OF THE SPECIAL INSPECTION REQUIREMENTS BY IDENTIFYING APPLICABLE ITEMS WITHIN EACH SECTION OF THEIR SUBMITTAL.

REQUIRED STRUCTURAL SUBMITTALS

THE SPECIAL INSPECTOR SHALL USE THE LATEST ISSUE OF THE STRUCTURAL RECORD DRAWINGS FOR THE INSPECTION OF THE STRUCTURE. DO NOT USE THE SHOP

DRAWINGS FOR INSPECTION PURPOSES.

2. THE FIRST FOUR ANCHORS SHALL BE TENSION TESTED ONCE INSTALLATION IS COMPLETE FOR 100% OF THE SERVICE LEVEL LOAD CAPACITY AS SPECIFIED BY THE

STRUCTURAL ENGINEER OF RECORD.

CONTINUOUS SPECIAL INSPECTION: SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS PRESENT WHEN AND WHERE THE WORK TO BE INSPECTED IS BEING

PERFORMED.

1. A REPRESENTATIVE OF THE ANCHOR MANUFACTURER OR PROJECT SPECIAL INSPECTOR SHALL BE ON SITE TO OVERSEE THE INSTALLATION OF THE FIRST FOUR ANCHORS FOR EACH TYPE OF ANCHOR INSTALLED. THIS MEASURE SHALL BE TAKEN FOR EACH INSTALLER OF THE ANCHORS. THIS SERVICE IS TYPICALLY PROVIDED

FOR FREE BY THE LOCAL HILTI REPRESENTATIVE.

PERIODIC SPECIAL INSPECTION: SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS INTERMITTENTLY PRESENT WHERE THE WORK TO BE INSPECTED HAS BEEN OR

IS BEING PERFORMED.

** WHEN DIRECTED BY THE STRUCTURAL ENGINEER OF RECORD TO PROVIDE POST-INSTALLED ANCHORAGES THE FOLLOWING GUIDELINES SHALL BE FOLLOWED:

B. ADHESIVE ANCHORS. - X ICC-ES AC308 SECTION 1908 X

A. EXPANSION ANCHORS. - X ICC-ES AC193 SECTION 1908 X

2. POST-INSTALLED CONCRETE ANCHORS **

A. CYLINDER COMPRESSION TESTING. - X ASTM C39 X

1. CONCRETE

VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED

STANDARD

IBC REFERENCE YES NO N.A.

THE SPECIAL INSPECTOR SHALL FOLLOW THE REPORT REQUIREMENTS OF IBC 2015 SECTION 1704.2.4. APPROVED AGENCIES SHALL KEEP RECORDS OF INSPECTIONS AND TESTS. THE APPROVED AGENCY SHALL FURNISH INSPECTION REPORTS OF SPECIAL INSPECTIONS AND TESTS TO THE BUILDING OFFICIAL AND TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. REPORTS SHALL INDICATE THAT WORK INSPECTED WAS OR WAS NOT COMPLETED IN CONFORMANCE TO APPROVED CONSTRUCTION DOCUMENTS. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF THEY ARE NOT CORRECTED, THE DISCREPENCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE PRIOR TO THE COMPLETION OF THAT PHASE OF THE WORK. A FINAL REPORT DOCUMENTING REQUIRED SPECIAL INSPECTIONS AND TESTS, AND CORRECTION OF ANY DISCREPENCIES NOTED IN THE INSPECTIONS OR TESTS, SHALL BE SUBMITTED AT A POINT IN TIME AGREED UPON PRIOR TO THE START OF WORK BY THE OWNER OR

THE OWNER’S AUTHORIZED AGENT TO THE BUILDING OFFICIAL.

SUMMARY OF REQUIRED STRUCTURAL TESTS

THE APPROVED AGENCIES SHALL SUBMIT A SCOPE OF SERVICES FOR APPROVAL PRIOR TO THE START OF CONSTRUCTION. IN ADDITION, THE APPROVED AGENCIES SHALL PROVIDE WRITTEN DOCUMENTATION DEMOSTRATING THE COMPETENCE AND RELEVANT EXPERIENCE OR TRAINING OF THE SPECIAL INSPECTORS WHO WILL PERFORM THE SPECIAL INSPECTIONS AND TESTS DURING CONSTRUCTION IN ACCORDANCE WITH IBC 2015 SECTION 1704.2.1.

THE TESTING AGENCY SHALL SUBMIT A SCOPE OF SERVICES FOR APPROVAL PRIOR TO COMMENCING CONSTRUCTION. IN ADDITION, THE TESTING AGENCY SHALL SUBMIT QUALIFICATIONS ASSOCIATED WITH EACH TYPE OF TESTS THAT WILL BE PERFORMED. THE TESTING AGENCY SHALL SUBMIT TEST RESULTS TO THE STRUCTURAL ENGINEER OF RECORD DURING CONSTRUCTION FOR VERIFICATION, INCLUDING A FINAL REPORT IN ACCORDANCE WITH SECTION 1704.2.4 OF THE IBC.

PER SECTION 2-2.3.1 OF THE UFC 3-301-01, THE CONTRACTOR SHALL RETAIN THE SERVICES OF ONE OR MORE APPROVED AGENCIES TO PROVIDE SPECIAL INSPECTIONS AND TESTS DURING CONSTRUCTION ON THE TYPES OF WORK SPECIFIED IN SECTION 1705 AND IDENTIFY THE APPROVED AGENCIES TO THE AHJ (AUTHORITY HAVING JURISDICTION). THESE SPECIAL INPECTIONS AND TESTS ARE IN ADDITION TO THE INSPECTIONS BY THE CONTRACTOR THAT ARE IDENTIFIED IN SECTION 110 OF THE IBC 2015.

THE OWNER SHALL EMPLOY ONE OR MORE TESTING AGENCIES TO PROVIDE STRUCTURAL TESTING DURING CONSTRUCTION. THE MINIMUM STRUCTURAL TESTING -

REQUIRED IN ACCORDANCE W/ THE IBC, SECTION 1704 - IS SUMMARIZED BELOW.

THIS STATEMENT OF SPECIAL INSPECTIONS IS SUBMITTED IN ACCORDANCE WITH UFC 3-301-01 SECTION 2-2.3.2. STATEMENT OF TESTING

2015 IBC STATEMENT OF SPECIAL INSPECTIONS 2015 IBC STATEMENT OF SPECIAL INSPECTIONS 2015 IBC STATEMENT OF SPECIAL INSPECTIONS 2015 IBC STATEMENT OF SPECIAL INSPECTIONS

Timothy Pipkorn 47659

SEE FOUNDATION PLANS FOR JOINT

LOCATIONS, SLAB THICKNESSES

AND REINFORCEMENT

FOR EXTENT OF EXPOSED CONCRETE

FLOORS SEE ARCHITECTURAL ROOM FINISH

SCHEDULE

AT CONSTRUCTION JOINT:

AT EXPOSED CONCRETE

PROVIDE SAWCUT AND JOINT

SEALER

AT CONTROL JOINT:

ALWAYS PROVIDE SAWCUT AND AT EXPOSED

CONCRETE PROVIDE JOINT SEALER

2" CLEAR (TYP)

2x2 KEYWAY AT

CONST

JT ONLY

INTERRUPT REINF AT CONSTRUCTION JOINT

AND HALF OF REINF AT CONTROL JOINT

FOR SLAB SAWCUT

DETAIL SEE 2/SG008

NOTES:

2.

1.

/25 6"

1" D/

1/4"

1/4

AT

C

ON

TR

OL

JO

IN

T

AT

C

ON

ST

JO

IN

T

JOINT SEALER SEE PROJECT

MANUAL SECTION 03300

INSTALL IN ACCORDANCE

WITH MFG INSTRUCTIONS

CLOSED CELL POLYETHYLENE

JOINT BACKER

TOP OF FINISH SLAB

1'-1 19/128"

1' -0 1

/25

6"

3' -0 2

9/6 4"

3' -0 2

9/6 4"

SLAB ON GRADE

EXIST SLAB

ON GRADE

NOTE:

CONTRACTOR VERIFY EXISTING CONDITIONS

AND REPORT DISCREPANCIES TO ARCH

IMMEDIATELY

3" M

IN

#4 DWLS x 3'-0" @ 16"OC

DRILL & EPOXY INTO EXIST

SLAB, 6" EMBED

2-#5 CONT

EXISTING EXPANSION JOINT

SEE PLAN FOR LOCATION

REMOVE 1 1/2" DEEP x 3" WIDE x CONT

BLOCKOUT TO INSTALL EXPANSION

JOINT SYSTEM (TYP EA FACE OF JOINT)

SEE ARCH FOR ADDITIONAL INFORMATION

EXISTING ELEVATED

CONCRETE SLAB

AND BEAMS

2"

(FIELD VERIFY)

TYP CONCRETE

SIDEWALK

NON-FROST

SUSCEPTIBLE FILL

EXISTING SEALANT, INSULATION,

WATER-PROOFING, AND

PROTECTOR BOARD

EXISTING REINFORCED

CONCRETE TUNNEL ROOF

NOTE: HAND EXCAVATE ONLY TO

AVOID DAMAGE TO TUNNEL

INSULATION AND WATER-PROOFING

6" M

IN

(E) TUNNEL TOP SLAB

CORE DRILL OPENING IN

EXIST TUNNEL FOUNDATION

WALL TO BE 2" LONGER

THAN PIPE

(E) TUNNEL FOUNDATION WALL

NOTE:

1. WRAP PIPE AT WALL/FOOTING PENETRATION W/COMPRESSIBLE

MATERIAL (MIN 2" LARGER THAN PIPE).

1'- 0"

(E) CONC SLAB

(E) CONC JOIST

HSS - SEE PLAN

FIELD LOCATE FIELD LOCATE

HSS 2x2x1/4 VERT BRACE L2x2x1/4

HSS 2x2x1/4

C8x11.5 CONT 1'- 0"

VERT FOLDING PARTITION -

SEE ARCH

TYP

3/16 3/16

TYP

3/16

TYP

SG008

1'- 0"

HSS - SEE PLAN

MI

N4"

1" MIN TYP

3/16

3/16TYP

E.E.

C8x11.5 CONT

SEE PLAN SEE PLAN

1" MIN TYP

L2x2x1/4

3" 1"

1"

3"

HSS - SEE PLAN PL 3/8x6x0'-6"

(4) 1/2" DIA HILTI KWIK HUS EZ

SCREW ANCHORS - 3" EMBED

SCALE: NTS1 SLAB CONSTRUCTION/CONTROL JOINT

SCALE: NTS2 SAW CUT DETAIL

SCALE: NTS3 SECTION

SCALE: 1 1/2" = 1'-0"4 EXPANSION JOINT SECTION

SCALE: 1 1/2" = 1'-0"5 SIDEWALK SUPPORT AT NEW EXTERIOR DOOR

SCALE: 3/4" = 1'-0"6 TUNNEL WALL PERPENDICULAR TO PIPE

SCALE: 1" = 1'-0"7 VERTICAL SKYFOLD PARTITION SUPPORT

SCALE: 1 1/2" = 1'-0"8 VERTICAL PARTITION SUPPORT SECTION

SCALE: 3" = 1'-0"9 BASE PLATE DETAIL

Timothy Pipkorn 47659

HJKLMNPQRSTUVWX

SBP2-101

SBP2-102

SBP3-103

* 1'-4" * 1'-2"

* 1 '-2

TO FACE OF

BEAM, JOINT IS 2"

TO FACE OF

BEAM, JOINT IS 2"

TO

F

AC

E

OF

BE

AM

, J

OI

NT

IS

2"

JOINT MODIFICATION

PER

TYP (3) LOCATIONS

/4 SG008

22'-6" 22'-6" 22'-6" 22'-6" 22'-6" 22'-6" 22'-6" 22'-6" 22'-6" 22'-6" 22'-6" 22'-6" 22'-6" 22'-6"

'-6

'-6

'-6

'-6

'-6

'-6

'-6

'-6

'-6

'-4

'-9

1. FOR STRUCTURAL GENERAL NOTES AND SPECIAL INSPECTIONS

- SEE SHEET SG001 AND SG002.

2. ALL DIMENSIONS FOR EXISTING CONDITIONS TO BE FIELD VERIFIED BY

CONTRACTOR.

3. * INDICATES DIMENSIONS TO BE COORDINATED WITH OTHER DISCIPLINES.

COORDIANTE WITH CIVIL, MECHANICAL, ELECTRICAL, AND ARCHITECTURAL

DRAWINGS AND EQUIPMENT SUPPLIED FOR OPENING SIZES AND LOCATIONS AND

SUPPORT LOCATIONS.

4. FOR 6" PIPE PENETRATIONS OR LESS INTO TUNNEL WALL SEE 6/SG008.

WHERE LARGER PIPES INTERSECT WITH TUNNEL WALLS CONTRACTOR

SHALL INFORM ENGINEER OF RECORD.

FOUNDATION GENERAL NOTES

SCALE: 1/16" = 1'-0"1 FOUNDATION PLAN OVERALL

Timothy Pipkorn

47659

TUVWX

AT NEW UNDERFLOOR PIPES ALL

LINES AND INVERTS TO AVOID

CONCRETE BEAMS AND GIRDERS

22'-6" 22'-6" 22'-6" 22'-6"

'-6

'-6

'-6

'-6

22'-6" 22'-6" 22'-6" 22'-6"

1. FOR STRUCTURAL GENERAL NOTES AND SPECIAL INSPECTIONS

- SEE SHEET SG001 AND SG002.

2. ALL DIMENSIONS FOR EXISTING CONDITIONS TO BE FIELD VERIFIED BY

CONTRACTOR.

3. * INDICATES DIMENSIONS TO BE COORDINATED WITH OTHER DISCIPLINES.

COORDIANTE WITH CIVIL, MECHANICAL, ELECTRICAL, AND ARCHITECTURAL

DRAWINGS AND EQUIPMENT SUPPLIED FOR OPENING SIZES AND LOCATIONS AND

SUPPORT LOCATIONS.

4. FOR 6" PIPE PENETRATIONS OR LESS INTO TUNNEL WALL SEE 6/SG008.

WHERE LARGER PIPES INTERSECT WITH TUNNEL WALLS CONTRACTOR

SHALL INFORM ENGINEER OF RECORD.

FOUNDATION GENERAL NOTES

SCALE: 1/8" = 1'-0"1 FOUNDATION PLAN PHASE 2 AREA H Timothy Pipkorn 47659

TUVWX

14'-0" 11'-2"

14'-0" 11'-2"

'-0

'-0

6'-0"

3'- 6"

'-0

EXISTING SLAB-ON-GRADE TO BE REMOVED AS

REQUIRED FOR UNDERFLOOR PLUMBING DEMO

AND INSTALLATION SEE MECH FOR EXTENTS

REPLACE WITH NEW 5" SLAB ON GRADE W/

#5 AT 12" OC EA WAY

EXISTING TUNNEL TOP SLAB

TO REMAIN. DO NOT OVER

CUT SLAB REMOVAL.

EXISTING TUNNEL TOP SLAB

TO REMAIN. DO NOT OVER

CUT SLAB REMOVAL.

EXISTING TUNNEL TOP SLAB

TO REMAIN. DO NOT OVER

CUT SLAB REMOVAL.

'-6

'-6

'-6

'-6

'-6

'-4

'-9

22'-6" 22'-6" 22'-6" 22'-6" 1. FOR STRUCTURAL GENERAL NOTES AND SPECIAL INSPECTIONS

- SEE SHEET SG001 AND SG002.

2. ALL DIMENSIONS FOR EXISTING CONDITIONS TO BE FIELD VERIFIED BY

CONTRACTOR.

3. * INDICATES DIMENSIONS TO BE COORDINATED WITH OTHER DISCIPLINES.

COORDIANTE WITH CIVIL, MECHANICAL, ELECTRICAL, AND ARCHITECTURAL

DRAWINGS AND EQUIPMENT SUPPLIED FOR OPENING SIZES AND LOCATIONS AND

SUPPORT LOCATIONS.

4. FOR 6" PIPE PENETRATIONS OR LESS INTO TUNNEL WALL SEE 6/SG008.

WHERE LARGER PIPES INTERSECT WITH TUNNEL WALLS CONTRACTOR

SHALL INFORM ENGINEER OF RECORD.

FOUNDATION GENERAL NOTES

SCALE: 1/8" = 1'-0"1 FOUNDATION PLAN PHASE 2 AREA K Timothy Pipkorn 47659

HJKLMNPQRST

EXISTING TUNNEL TOP SLAB

TO REMAIN. DO NOT OVER

CUT SLAB REMOVAL.

7'- 4"

'-0

17'-1"

EXISTING SLAB-ON-GRADE TO BE REMOVED AS

REQUIRED FOR UNDERFLOOR PLUMBING DEMO

AND INSTALLATION SEE MECH FOR EXTENTS

REPLACE WITH NEW 5" SLAB ON GRADE W/ #5 AT

12" OC EA WAY

AT NEW UNDERFLOOR PIPES ALL

LINES AND INVERTS TO AVOID

CONCRETE BEAMS AND GIRDERS

22'-6" 22'-6" 22'-6" 22'-6" 22'-6" 22'-6" 22'-6" 22'-6" 22'-6" 22'-6"

'-6

'-6

'-6

'-6

1. FOR STRUCTURAL GENERAL NOTES AND SPECIAL INSPECTIONS

- SEE SHEET SG001 AND SG002.

2. ALL DIMENSIONS FOR EXISTING CONDITIONS TO BE FIELD VERIFIED BY

CONTRACTOR.

3. * INDICATES DIMENSIONS TO BE COORDINATED WITH OTHER DISCIPLINES.

COORDIANTE WITH CIVIL, MECHANICAL, ELECTRICAL, AND ARCHITECTURAL

DRAWINGS AND EQUIPMENT SUPPLIED FOR OPENING SIZES AND LOCATIONS AND

SUPPORT LOCATIONS.

4. FOR 6" PIPE PENETRATIONS OR LESS INTO TUNNEL WALL SEE 6/SG008.

WHERE LARGER PIPES INTERSECT WITH TUNNEL WALLS CONTRACTOR

SHALL INFORM ENGINEER OF RECORD.

FOUNDATION GENERAL NOTES

SCALE: 1/8" = 1'-0"1 FOUNDATION PLAN PHASE 3 AREA L Timothy Pipkorn 47659

PATIENT SPACE

MEDICAL STAFF

PUBLIC SPACE

FULL HEIGHT ONE-HOUR FIRE RATED TEMPORARY

PARTITION

ELEMENT TO BE REMOVED, TYPICAL

EXISTING CONSTRUCTION TO REMAIN UNO.

INDICATES AREA TO BE REMOVED, TYPICAL

FULL HEIGHT ONE-HOUR FIRE RATED TEMPORARY

PARTITION

ELEMENT TO BE REMOVED, TYPICAL

C

PARTITION

ELEMENT TO BE REMOVED, TYPICAL

EXISTING CONSTRUCTION TO REMAIN UNO.

INDICATES AREA TO BE REMOVED, TYPICAL

RETURN / EXHAUST

GRILLE

SUPPLY DIFFUSER

SPEAKER

EXIT SIGN

SMOKE DETECTOR

RECESSED LIGHT FIXTURE

RECESSED CAN LIGHT

WALL MOUNTED LUMINAIRE

LINEAR PENDANT

2' x 2' ACOUSTICAL TILE

CEILING

2' x 4' ACOUSTICAL TILE

CEILING

SOLID SURFACE CEILING

MOTION SENSOR

SECURITY CAMERA

ROOM EMERGENCY

INDICATOR LIGHT

ACCESS PANEL

RADIO REPEATER

OCCUPANCY SENSOR

360 OR 180 SECURITY

DOME MIRROR

CEILING FAN

SPRINKLER HEAD

EGRESS LIGHTING /

EMERGENCY LIGHTING

4" x 96" METAL LINEAR

SOFFIT PLANS - MC-1

ELEMENT TO BE REMOVED, TYPICAL

RETURN / EXHAUST

GRILLE

SUPPLY DIFFUSER

SPEAKER

EXIT SIGN

SMOKE DETECTOR

RECESSED LIGHT FIXTURE

RECESSED CAN LIGHT

WALL MOUNTED LUMINAIRE

LINEAR PENDANT

2' x 2' ACOUSTICAL TILE

CEILING

2' x 4' ACOUSTICAL TILE

CEILING

SOLID SURFACE CEILING

MOTION SENSOR

SECURITY CAMERA

ROOM EMERGENCY

INDICATOR LIGHT

ACCESS PANEL

RADIO REPEATER

OCCUPANCY SENSOR

360 OR 180 SECURITY

DOME MIRROR

CEILING FAN

SPRINKLER HEAD

EGRESS LIGHTING /

EMERGENCY LIGHTING

4" x 96" METAL LINEAR

SOFFIT PLANS - MC-1

FULL HEIGHT ONE-HOUR FIRE RATED TEMPORARY

PARTITION

ELEMENT TO BE REMOVED, TYPICAL

ELEMENT TO BE REMOVED, TYPICAL

PARTITION

ELEMENT TO BE REMOVED, TYPICAL

EXISTING CONSTRUCTION TO REMAIN UNO.

INDICATES AREA TO BE REMOVED, TYPICAL

RETURN / EXHAUST

GRILLE

SUPPLY DIFFUSER

SPEAKER

EXIT SIGN

SMOKE DETECTOR

RECESSED LIGHT FIXTURE

RECESSED CAN LIGHT

WALL MOUNTED LUMINAIRE

LINEAR PENDANT

2' x 2' ACOUSTICAL TILE

CEILING

2' x 4' ACOUSTICAL TILE

CEILING

SOLID SURFACE CEILING

MOTION SENSOR

SECURITY CAMERA

ROOM EMERGENCY

INDICATOR LIGHT

ACCESS PANEL

RADIO REPEATER

OCCUPANCY SENSOR

360 OR 180 SECURITY

DOME MIRROR

CEILING FAN

SPRINKLER HEAD

EGRESS LIGHTING /

EMERGENCY LIGHTING

4" x 96" METAL LINEAR

SOFFIT PLANS - MC-1