ALMVAH_INSTALL_ROOF_ACCESS_CD_DRAWINGS.pdf

AUDIE L. MURPHY VA HOSPITAL

7400 MERTON MINTER

SAN ANTONIO, TX 78229

INSTALL ROOF ACCESS

PROJECT # 671-18-121

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FULLY SPRINKLERED

INTERIORS

Austin, Texas 78746

ARCHITECTURE

5121 Bee Caves Road, Suite 203

T:512 - 327 - 4149

COX DESIGN ASSOCIATES

PLANNING

F:512 - 327 - 7679

Austin bcox@coxdesignassociates.com

6926 N. LAMAR BLVD

AUSTIN, TX 78752

PHONE 512 499 0919

FAX 512 320 8521

WWW.STRUCTURESTX.COM

FIRM NO.: F-3323

10/30/2019

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GI-001

CONSTRUCTION

DOCUMENTS

COVER SHEET INSTALL ROOF ACCESS

7400 MERTON MINTER

SAN ANTONIO, TX 78229

10/30/2019 RHC MCH

671-18-121

GENERAL

GI-001 COVER SHEET

GI-002 GENERAL INFORMATION / SYMBOLS / LOCATION

ARCHITECTURAL

AD-101 DEMOLITION PLAN, SECTION & ELEVATION

AS-101 NEW WORK FLOOR PLAN, SECTION & ELEVATION

AS-201 STOREFRONT DETAILS

STRUCTURAL

S-101 STRUCTURAL NOTES

S-102 FRAMING PLAN

S-103 DETAILS AND SECTIONS

EXISTING SITE

LOOKING NORTHWEST

Revisions: Date:

N

UNLESS NOTED AS EXISTING, ALL MATERIALS,

EQUIPMENT, MANUFACTURED ITEMS AND

ASSEMBLIES INCORPORATED INTO THE WORK

SHALL BE NEW.

1.

UNLESS NOTED TO BE REMOVED AND DISPOSED,

ALL EXISTING ITEMS ARE TO REMAIN. THEY SHALL

BE PROTECTED FROM DAMAGE DUE TO

CONSTRUCTION

ACTIVITIES. ANY EXISTING ITEMS TO REMAIN THAT

BECOME DAMAGED DUE TO CONSTRUCTION

ACTIVITIES SHALL BE REPAIRED OR REPLACED TO

MATCH EXISTING AT NO ADDITIONAL COST TO THE

OWNER..

2.

NOTATIONS FOR ITEMS OF WORK APPLY TO EACH

AND EVERY GRAPHICAL INDICATION SHOWN ON THE

DRAWINGS, WHETHER OR NOT NOTED.

3.

THE GENERAL CONTRACTOR SHALL VISIT THE SITE,

VERIFY FIELD CONDITIONS AND CAREFULLY

COMPARE SUCH FIELD CONDITIONS AND OTHER

INFORMATION KNOWN TO THE CONTRACTOR WITH

CONTRACT DOCUMENTS.

4.

THE GENERAL CONTRACTOR SHALL REPORT ANY

UNFORESEEN FIELD CONDITIONS, ERRORS,

INCONSISTENCIES, OR OMISSIONS DISCOVERED AT

ANY TIME DURING THE WORK, UPON SUCH

DISCOVERY, THE CONTRACTOR SHALL IMMEDIATELY

CONTACT THE CONTRACT OFFICER FOR

CLARIFICATION BEFORE PROCEEDING OR

CONTINUING WITH THAT PORTION OF THE WORK OR

ANY PORTION RELATED THERE TO.

5.

ALL WORK SHALL CONFORM TO ALL APPLICABLE

CODES AND STANDARDS INCLUDING THE

INTERNATIONAL BUILDING CODE, VA MASTER

SPECIFICATIONS, AND NFPA 101.

6.

THE GENERAL CONTRACTOR SHALL NOTIFY THE

CONTRACT OFFICER, CONTRACTING OFFICER'S

REPRESENTATIVE, AND ARCHITECT OF ANY

DISCREPANCIES BETWEEN THE DRAWINGS, NOTES

AND ACTUAL FIELD CONDITIONS BEFORE BIDDING

AND COMMENCING ANY WORK, AND REQUEST

CLARIFICATION IN WRITING.

7.

WHEN UNANTICIPATED MECHANICAL, ELECTRICAL,

OR STRUCTURAL ELEMENTS THAT CONFLICT WITH

THE INTENDED FUNCTION OR DESIGN ARE

ENCOUNTERED, INVESTIGATE AND MEASURE THE

NATURE AND EXTENT OF THE CONFLICT.

PROMPTLY SUBMIT A WRITTEN REPORT TO THE

CONTRACT OFFICER.

8.

WHERE MOUNTING HEIGHTS ARE NOT INDICATED,

INSTALL COMPONENTS USING MANUFACTURER'S

OR INDUSTRY STANDARDS. WHERE STANDARDS

DO NOT EXIST, NOTIFY THE ARCHITECT FOR

CLARIFICATION.

9.

CONTRACTOR SHALL NOT BARRICADE / BARRIER

EMERGENCY EGRESS TO OR FROM THIS AREA.

CONTRACTOR SHALL MAINTAIN EXIT TO EXTERIOR

DURING THE WORK PROCESS

PROVIDE ACCESS TO THE WORK AS DIRECTED BY

THE C.O.R. SECURE ACCESS POINT AS SPECIFIED

AND DIRECTED BY THE COR PROJECT ENGINEER.

PROVIDE WALK-OFF MATS TO MEET FACILITY

INFECTION CONTROL GUIDELINES AT EACH

ACCESS POINT.

10.

11.

ALL EXISTING WALL MOUNTED ITEMS AND

DEVICES ARE TO BE REMOVED PRIOR TO

DEMOLITION WORK, FULLY REFURBISHED, AND

REINSTALLED IN THE NEW WALL ASSEMBLY.

LOCATION TO BE VERIFIED BY COR. ITEMS MAY

INCLUDE: MAGNETIC HOLD-OPENS, DOOR STOPS,

HAND SANITIZER DISPENSERS, MIRRORS, FIRE

STROBES, SWITCHES, ELEVATOR DIRECTION

SIGNAL, ELECTRIC COVER PLATES, FIRE ALARM

PULL BOX, ELECTRIC OUTLETS, SIGNAGE,

BULLETIN BOARDS, DISPLAY CASE, CARD READER,

CLOCK, DATA OUTLET, PUSH BUTTON, FIRE

CONTROL BOX, MEDICAL GAS PANEL, PHONE,

PORTABLE X-RAY HOOK UP, ROOM SIGNAGE

12.

NOTIFIER MANUFACTURED FIRE ALARM SYSTEM IS

UNDER WARRANTY THROUGH COMMERCIAL

SPECIALISTS, INC. COORDINATE ALL FIRE ALARM

WORK THROUGH COMMERCIAL SPECIALISTS, INC.

13.

A. REFER TO SHEET 1-GI002 FOR STANDARD

SYMBOLS

B. REFER TO SHEET GI-002 FOR PROJECT GENERAL

NOTES

C. FOR ARCHITECTURAL GENERAL NOTES,

ABBREVIATIONS, SYMBOLS, DIMENSIONING

CONVENTIONS REFER TO SHEET GI-002

BUILDING IS

FULLY

SPRINKLERED

DRAWINGS FOR THE FOLLOWING DISCIPLINES ARE

CONTAINED IN THE DOCUMENT. THE DISCIPLINES ARE

IDENTIFIED BY THE REFERENCE WHICH IS

INCORPORATED INTO THE SHEET TITLE.

EACH DRAWING IS NUMBERED ACCORDING TO IT'S

LOCATION ON THE SHEET. THE DRAWING TITLE

APPEARS ABOVE THE DEMARCATION LINE AND,

APPROPRIATE THE SCALE IS LOCATED BELOW THE

DEMARCATION LINE IN THE LOWER LEFT-HAND

QUADRANT OF THE KEY. THE DRAWING CAN BE

REFERENCED BACK TO IT'S ORIGINAL SHEET AND

DRAWING BY THE DRAWING REFERENCE LOCATION IN

THE LOWER RIGHT-HAND QUADRANT.

SHEET NUMBER

DRAWING NUMBER ON SHEET BY

LOCATION

REFERENCE

EXCEPT WHERE DIRECTED TO PLACE ITEMS OF THE

WORK AT THE "APPROXIMATE LOCATION SHOWN." DO

NOT SCALE DRAWINGS FOR DIMENSIONAL INFORMATION

1.

ALL ELEMENTS OF THE DOCUMENTS MAY NOT BE DRAWN

TO EXACT SCALE. ALL DIMENSIONS REQUESTED ARE

SHOWN (OR MAY BE DERIVED FROM THOSE SHOWN OR

NOTED) ON THE FLOOR PLANS. DETAIL PLANS,

ELEVATIONS, SECTIONS, SCHEDULES, CONFIGURATION

DETAILS, AND SPECIFICATIONS. SEE THE NOTES BELOW

AND SYMBOLS FOR DIMENSIONING CONVENTIONS USED

ON THIS PROJECT.

2.

EXCEPT WHERE SPECIFICALLY NOTED TO THE CONTRARY,

ALL DIMENSIONS SHOWN ON THE ARCHITECTURAL

DRAWINGS CONFORM TO THE FOLLOWING CONVENTIONS.

3.

DIMENSIONS UTILIZING THE "CENTERLINE" SYMBOL ARE

MEASURED TO:

CENTERLINE OF PARTITION ASSEMBLY (EXCLUSIVE

OF ANY APPLIED FINISHES HAVING THICKNESS

WHICH MAY BE ADDED TO SUCH WALLS) AT

PARTITIONS FRAMED WITH METAL STUDS. REFER

TO "PARTITION SCHEDULE" TO DETERMINE

THICKNESS OF EACH PARTITION TYPE.

CENTERLINE OF DOOR, WINDOW, OR LOUVER

OPENING.

CENTERLINE OF OTHER FEATURES AS INDICATED.

A.

DIMENSIONS UTILIZING THE "FACE OF" SYMBOL ARE

MEASURED TO:

FACE OF PARTITION ASSEMBLY (EXCLUSIVE OF ANY

APPLIED FINISHES HAVING THICKNESS WHICH MAY

BE ADDED TO SUCH WALL) AS DEFINED BY THE

PARTITION SCHEDULE. UNLESS NOTED AS A "FACE

OF FINISH" OR "CLEAR" DIMENSION (SEE NOTE "E"

BELOW), DIMENSIONS ARE NOT MEASURED TO THE

FACE OF APPLIED FINISH. REFER TO THE

"PARTITION SCHEDULE" TO DETERMINE THE

THICKNESS OF EACH PARTITION TYPE.

B.

WHERE "EQUAL" DIMENSIONS ARE USED ON

REFLECTED CEILING PLANS TO LOCATE CEILING GRID

WORK POINTS, MEASURE DIMENSIONS TO:

EDGE OF THE INDICATED CEILING AT THE FACE OF

THE ADJACENT APPLIED FINISH MEASURED AT THE

PLANE OF THE CEILING.

CAUTION: DUE TO THE POSSIBLE APPLICATION OF

APPLIED FINISHES - THICKNESS OF WHICH MAY

VARY BETWEEN FLOOR AND CEILING AND IS NOT

ACCOUNTED FOR (EXCEPT AS INDICATED BY "FOF"

OR "CLEAR") BY THE DIMENSION SHOWN ON THE

FLOOR PLANS - THE CONTRACTOR MUST ADJUST

AS NECESSARY, THE FLOOR PLAN DIMENSIONS TO

REFLECT THE ACTUAL DIMENSIONS FOUND AT

PLANE OF THE CEILING.

C.

WHERE WALLS AND/OR PARTITIONS OF UNEQUAL

THICKNESS ABUT,

ALIGN EXPOSED FACES, UNLESS OTHERWISE NOTED.

4.

ALIGN

DIMENSION, WHEN OCCURS

WHERE OPENINGS IN WALLS (SUCH AS INTERIOR

WINDOWS OR DOORS) ARE NOT DIMENSIONED BUT

SHOWN AS BEING IN THE CENTER OF A GIVEN WALL

SURFACE, LOCATE OPENINGS AS GRAPHICALLY

REPRESENTED.

5.

DISCIPLINE REFERENCES

DRAWING NUMBERING

DRAWING REFERENCE

GENERAL NOTES

REF. 1/1-A1

BUILDING SECTION

RE: 1/AS-101

SHEET NUMBER

DIMENSIONING CONVENTIONSARCHITECTURAL FLOOR PLAN SYMBOLS

A

COLUMN GRID

NORTH ARROW

REVISION NUMBER AND EXTENT

KEYED NOTE MARK

-SEE CORRESPONDING

NUMBERED KEY NOTE ON SHEET

WHERE REFERENCE OCCURS

REVISION NUMBER - SEE

REVISION HISTORY ON THE

TITLE BLOCK OF EACH SHEET

EXTENT OF CURRENT REVISION

1-A26

1-A26

CL

DEMOLITION LINE

ELEVATION INDICATOR

CENTER LINE INDICATOR

EXISTING TO REMAIN LINE

FEATURES ABOVE LINE INDICATOR

BREAK, ROUND (USER DEFINES SIZE)

BREAK, STRAIGHT (SEE SECTION

INDICATORS,

BUILDING, WITH BREAK

STANDARDS)

DETAIL INDICATOR

DETAIL INDICATOR

DIMENSION LINE

CENTER LINE

NTS

LOCATION MAP

G GENERAL INFORMATION

S STRUCTURAL

A-101

DISCIPLINE SHEET NUMBER

PROJECT INFORMATION

INTERNATIONAL BUILDING CODE 2018

OCCUPANCY: GROUP I-2

CONSTRUCTION LIMITS

PROJECT SHEET NOTES

CODES:

A ARCHITECTURAL

N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FULLY SPRINKLERED

INTERIORS

Austin, Texas 78746

ARCHITECTURE

5121 Bee Caves Road, Suite 203

T:512 - 327 - 4149

COX DESIGN ASSOCIATES

PLANNING

F:512 - 327 - 7679

Austin bcox@coxdesignassociates.com

6926 N. LAMAR BLVD

AUSTIN, TX 78752

PHONE 512 499 0919

FAX 512 320 8521

WWW.STRUCTURESTX.COM

FIRM NO.: F-3323

10/30/2019

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GI-002

CONSTRUCTION

DOCUMENTS

GENERAL

INFORMATION/SYMBOLS/

LOCATION

INSTALL ROOF ACCESS

7400 MERTON MINTER

SAN ANTONIO, TX 78229

10/30/2019 RHC MCH

671-18-121

AUDIE L. MURPHY

MEMORIAL VA HOSPITAL

KEY PLAN

INSTALL BRIDGE ACCESS

N

SECTION INDICATOR

STAIRWELL

LOBBY 201

CROSSWALK 203

WEST TOWER

P-11

ELEVATOR

ROOF TOP VA HOSPITAL

RTU-1

RTU-2

RTU-3

ROOF

DRAIN

LIGHTNING

PROTECTION

BUILDING IS

FULLY

SPRINKLERED

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FULLY SPRINKLERED

INTERIORS

Austin, Texas 78746

ARCHITECTURE

5121 Bee Caves Road, Suite 203

T:512 - 327 - 4149

COX DESIGN ASSOCIATES

PLANNING

F:512 - 327 - 7679

Austin bcox@coxdesignassociates.com

6926 N. LAMAR BLVD

AUSTIN, TX 78752

PHONE 512 499 0919

FAX 512 320 8521

WWW.STRUCTURESTX.COM

FIRM NO.: F-3323

10/30/2019

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M

AD-101

CONSTRUCTION

DOCUMENTS

DEMOLITION PLAN INSTALL ROOF ACCESS

7400 MERTON MINTER

SAN ANTONIO, TX 78229

10/30/2019 RHC MCH

671-18-121

SCALE: 1/8" = 1'-0"1 2ND FLOOR DEMO PLAN

GENERAL NOTES

N

KEY NOTES

1. VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE. VERIFY EXACT

COMPOSITION OF EXISTING WALLS TO BE REMOVED.

2. MAINTAIN CONTINUOUS UTILITY SERVICE TO ADJACENT BUILDINGS NOT

AFFECTED BY THIS WORK. COORDINATE WITH OWNER 2 WEEKS IN

ADVANCE IF ANY DISRUPTION IN SERIES REQUIRED TO PERFORM WORK

OR TO MODIFY PIPING, DUCTWORK, OR ANY ASSOCIATED EQUIPMENT.

3. DASHED AREAS INDICATED MATERIAL OR EQUIPMENT TO BE REMOVED.

4. REMOVAL WORK AT EXTERIOR OF BUILDING SHALL BE DONE IN SUCH A

MANNER AS TO PREVENT MATERIALS FROM DAMAGING ADJACENT

STRUCTURES OR STRUCTURES BELOW.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF

EXISTING STRUCTURES SURROUNDING THE CONTRACT AREA. DAMAGE

TO EXISTING STRUCTURE OR EQUIPMENT SHALL BE REPAIRED AT NO

ADDITIONAL COST TO THE OWNER.

6. ANY DEMOLITION WORK DEEMED DISRUPTIVE TO THE VAMC SHALL BE

SCHEDULED AND APPROVED BY THE OWNER.

7. PRIOR TO THE COMMENCEMENT OF WORK, THE CONTRACTOR SHALL

WALK THROUGHOUT THE SITE WITH THE C.O.R. TO IDENTIFY ITEMS TO BE

STORED AND RETURNED TO THE GOVERNMENT. DELIVER ITEMS WHERE

DIRECTED BY THE VA.

1. EXISTING WINDOW ASSEMBLY TO BE REMOVED.

2. BRICK VENEER AND SUBSTRATE TO BE REMOVED TO THE CONCRETE

STRUCTURE WHERE SHOWN.

SCALE: 1/8" = 1'-0"2 SITE ELEVATION

SCALE: 3/4" = 1'-0"3 DEMOLITION SECTION

SCALE: 3/4" = 1'-0"4 DEMOLITION ELEVATION

STAIRWELL

LOBBY 201

CROSSWALK 203

WEST TOWER

P-11

ELEVATOR

THE UNIVERSITY OF TEXAS

HEALTH SCIENCE CENTER

AT SAN ANTONIO

ROOF TOP VA HOSPITAL

RTU-1

RTU-2

ROOF

DRAIN

LIGHTNING

PROTECTION

RTU-3

BUILDING IS

FULLY

SPRINKLERED

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FULLY SPRINKLERED

INTERIORS

Austin, Texas 78746

ARCHITECTURE

5121 Bee Caves Road, Suite 203

T:512 - 327 - 4149

COX DESIGN ASSOCIATES

PLANNING

F:512 - 327 - 7679

Austin bcox@coxdesignassociates.com

6926 N. LAMAR BLVD

AUSTIN, TX 78752

PHONE 512 499 0919

FAX 512 320 8521

WWW.STRUCTURESTX.COM

FIRM NO.: F-3323

10/30/2019

BI

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AS-101

CONSTRUCTION

DOCUMENTS

NEW WORK FLOOR PLAN INSTALL ROOF ACCESS

7400 MERTON MINTER

SAN ANTONIO, TX 78229

10/30/2019 RHC MCH

671-18-121

SCALE: 1/8" = 1'-0"1 2ND FLOOR PLAN

GENERAL NOTES

N

KEY NOTES

1. VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE.

2. SEE SHEETS AS-101 AND AS-102 FOR REQUIRED STRUCTURAL DETAILS.

3. SOME REVISIONS MAY BE REQUIRED FOR OSHA REQUIREMENTS.

1. NEW ROOF ACCESS BRIDGE TO BE INSTALLED.

2. NEW BEAMS TO BE ANCHORED TO EXISTING CONCRETE STRUCTURE.

BRICK INFILL TO MATCH EXISTING. 3/8" GAP BETWEEN BRICK AND BEAM,

CAULKED.

3. NEW WALKING PAD ON EXISTING ROOF

4. NEW STOREFRONT WITH GLASS DOOR TO BE INSTALLED IN EXISTING

OPENING. SPEC TO BE DETERMINED.

5. STEEL PLATE WITH HINGED CONNECTION TO EXISTING PARAPET.

6. NEOPRENE STRIP BETWEEN STEEL PLATE AND PARAPET AS NEEDED.

WEST TOWER ROOFTOP VA HOSPITAL

SCALE: 3/4" = 1'-0"2 NEW WORK SECTION

SCALE: 3/4" = 1'-0"3 NEW WORK ELEVATION

4 1/2"

3/

4"

1/

8"

3/ 4"

1/

4" 3/

4"

7/ 8"

7'

4' - 11"

3' - 6" 1' - 5" 7'

0"

BUILDING IS

FULLY

SPRINKLERED

4 1/2"

3/

4"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FULLY SPRINKLERED

INTERIORS

Austin, Texas 78746

ARCHITECTURE

5121 Bee Caves Road, Suite 203

T:512 - 327 - 4149

COX DESIGN ASSOCIATES

PLANNING

F:512 - 327 - 7679

Austin bcox@coxdesignassociates.com

6926 N. LAMAR BLVD

AUSTIN, TX 78752

PHONE 512 499 0919

FAX 512 320 8521

WWW.STRUCTURESTX.COM

FIRM NO.: F-3323

10/30/2019

BI

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M

AS-201

CONSTRUCTION

DOCUMENTS

DETAILS INSTALL ROOF ACCESS

7400 MERTON MINTER

SAN ANTONIO, TX 78229

10/30/2019 RHC MCH

671-18-121

SCALE: 3" = 1'-0"2 STOREFRONT DETAIL - TRANSOM HEAD

SCALE: 3" = 1'-0"3 STOREFRONT DETAIL - DOOR RAIL TOP

SCALE: 3" = 1'-0"5 STOREFRONT DETAIL - DOOR JAMB RIGHT

SCALE: 3" = 1'-0"6 STOREFRONT DETAIL - DOOR RAIL BOTTOM

SCALE: 1/2" = 1'-0"1 STOREFRONT

AS-201

4 SCALE: 3" = 1'-0"4 STOREFRONT DETAIL - DOOR JAMB LEFT

AS-201

AS-201

AS-201

AS-201

SCALE: 3" = 1'-0"7 STOREFRONT DETAIL - SILL

SCALE: 3" = 1'-0"8 STOREFRONT DETAIL - WINDOW JAMB

AS-201

AS-201

H

SS C

O

LU

M N

SIZE

BASEPLATE TYPE

INDICATES HSS COLULMN

W F C

O

LUM

N

SIZE

BASEPLATE TYPE

INDICATES WF COLULMN

INDICATES MOMENT CONNECTION

INDICATES SLAB OR DECK

SPAN DIRECTION

SYMBOLS LEGEND

SHEET INDEX

S0 SERIES STRUCTURAL NOTES

S1 SERIES PLANS

CMU

HATCH LEGEND

CONCRETE

EXISTING BUILDING

GROUT

STEEL

GERARD GARCIA

67435

O

P O F

R

E S S

L

I

I

S

TE

A T

E R

LNA

ED

E

SEC N N

G I

E

N

EOF T

S

A X

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

PROJECT MANAGEMENT STAMPCONSULTANT

321 4 5 6 7 8 9 10

FULLY SPRINKLERED

INTERIORS

Austin, Texas 78746

ARCHITECTURE

5121 Bee Caves Road, Suite 203

T:512 - 327 - 4149

COX DESIGN ASSOCIATES

PLANNING

F:512 - 327 - 7679

Austin bcox@coxdesignassociates.com

6926 N. LAMAR BLVD

AUSTIN, TX 78752

PHONE 512 499 0919

FAX 512 320 8521

WWW.STRUCTURESTX.COM

FIRM NO.: F-3323

PROJECT #:19.101

10.30.2019

C U s e rs \l a m \D o c u m e n ts

\1 .1

.C o x .V

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P M

S-101

CONSTRUCTION

DOCUMENTS

STRUCTURAL NOTES INSTALL ROOF ACCESS

7400 MERTON MINTER

SAN ANTONIO, TX 78229

09/20/2019 JG LSN

671-18-121

ADD'L ADDITIONAL

ARCH ARCHITECT, ARCHITECTURAL

BOD BOTTOM OF DECK (STEEL DECK ONLY)

BP BASEPLATE

CFMF COLD FORMED METAL FRAMING

CJP COMPLETE JOINT PENETRATION

CL CENTERLINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONT CONTINUOUS

DBA DEFORMED BAR ANCHOR

EJ EXPANSION JOINT

ENG ENGINEER

EOD EDGE OF DECK

EOS EDGE OF SLAB

EQ EQUAL

FFE FINISH FLOOR ELEVATION

FTG FOOTING

GT GIRDER TRUSS

HCA HEADED CONCRETE ANCHOR

HDG HOT-DIP GALVANIZED

HDR HEADER

HORIZ HORIZONTAL

HSS HOLLOW STEEL SECTION

INFO INFORMATION

KSI KIPS PER SQUARE INCH

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LSH LONG SIDE HORIZONTAL

LSV LONG SIDE VERTICAL

LW LIGHT WEIGHT

MAX MAXIMUM

MCJ MASONRY CONTROL JOINT

MEP MECHANICAL, ELECTRICAL, PLUMBING

MFR MANUFACTURER

MIN MINIMUM

NTS NOT TO SCALE

NW NORMAL WEIGHT

O.C. ON CENTER

O.H. OPPOSITE HAND

PCF POUNDS PER CUBIC FOOT

PJP PARTIAL JOINT PENETRATION

PLF POUNDS PER LINEAR FOOT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

REF REFER, REFERENCE

REINF REINFORCED, REINFORCEMENT

REQ'D REQUIRED

SIM SIMILAR

SOG SLAB ON GRADE

SQ SQUARE

SS STAINLESS STEEL

T.O. TOP OF

T.O. WALL TOP OF WALL

TOC TOP OF CONCRETE

TOD TOP OF DECK (WOOD DECKING ONLY)

TOS TOP OF STEEL

TYP TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

VERT VERTICAL

VIF VERIFY IN FIELD

WWF WELDED WIRE FABRIC

ABBREVIATIONS

REV1 Date 1

144.2

P−11

ELEVATOR

STAIRWELL

LOBBY 201

CROSSWALK 203

WEST TOWER LEVEL 2

ROOF TOP VA HOSPITAL

1' - 0" 4' - 4" 3' - 0"

(F

V

H S

S X

X

/4

L S

V

S L O

P E

W X

C

A N

T

W10X12 LOW W10X12 LOW

C6X10.5

S-103

S-103

6' - 4" (VERIFY) 2'-1" (VERIFY)

9' - 6" (VERIFY)

W X

C

A N

T

C6X10.5 HIGH

1" MCNICHOLS GRATING

- REF MANUFACTURER

FOR ATTACHMENT

W X

C

A N

T

C

6X10.5 SLO

PE

H S

S X

X

/4

L S

V

S L O

P E

T Y

P

1" T

YP

GERARD GARCIA

67435

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EOF T

S

A X

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

PROJECT MANAGEMENT STAMPCONSULTANT

321 4 5 6 7 8 9 10

FULLY SPRINKLERED

INTERIORS

Austin, Texas 78746

ARCHITECTURE

5121 Bee Caves Road, Suite 203

T:512 - 327 - 4149

COX DESIGN ASSOCIATES

PLANNING

F:512 - 327 - 7679

Austin bcox@coxdesignassociates.com

6926 N. LAMAR BLVD

AUSTIN, TX 78752

PHONE 512 499 0919

FAX 512 320 8521

WWW.STRUCTURESTX.COM

FIRM NO.: F-3323

PROJECT #:19.101

10.30.2019

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S-102

CONSTRUCTION

DOCUMENTS

FRAMING PLAN INSTALL ROOF ACCESS

7400 MERTON MINTER

SAN ANTONIO, TX 78229

10/30/2019 JG LSN

671-18-121

1/2" = 1'-0"

2ND FRAMING PLAN

STRUCTURAL PLAN NOTES

1. VERIFY ALL TOP OF STEEL ELEVATION WITH ARCHITECT.

2. ALL BEAMS/ COLUMNS SHALL BE AS NOTED ON PLAN.

3. ALL RIGID MOMENT CONNECTIONS ARE INDICATED AS

ON THE PLAN. SEE 5/S-103 FOR DETAILS.

4. SEE S-103 FOR ALL TYPICAL FRAMING DETAILS.

5. SEE SHEET S0.0 FOR ADDITIONAL NOTES.

6" 3'-0" (FIELD VERIFY) 3"

C6X10.5 HORIZ

BEAM- SEE PLAN

1" MCNICHOLS GRATING

- REF MANUFACTURER

FOR ATTACHMENT

SLOPE L6X3X1/4

(LSV) EDGE BEAM

BEYOND

HSS2X2X1/4

GUARDRAIL COLUMNS

BEYOND @ 16" O.C.

- REF ARCH

SLOPE HSS2X2X1/4

GUARDRAIL BEAM

BEYOND - REF ARCH

EXISTING BUILDING

ROOF - FIELD VERIFY

8" EXISTING

CONCRETE WALL

- FIELD VERIFY

EXISTING WINDOW

OPENING - FIELD VERIFY

EIXTING 4" VENEER

BRICK - FIELD VERIFY

EMBED PLATE "A"

8" EXISTING CONCRETE

WALL BEYOND

- FIELD VERIFY

3/16

TYP

3/16

TYP

3/16 2-12

3/16 2-12

TYP

3/16

TYP

W12X14 CANT.

- SEE PLAN

W10X12

- SEE PLAN

TO STEEL

FIELD VERIFY

PLATE SHIM AS REQUIRED

1" EXP JOINT

- REF ARCH

EXP JOINT

EXIST FLOOR

- FIELD VERIFY

PROVIDE HINGE IN PLATE

EP "A"

1 1/2" 9"

1 1/2"

1' - 0"

/2

/2

/2

/2

EQ EQ

E Q

E Q

3/4"x16"x12" PLATE W/(6) 3/4" Øx6" EMBED

HAS THREADED ROD

IN HILTI HY 200 EPOXY

WF BEAM - SEE

PLAN

1/4

SUPPORTING

MEMBER

VIEW A-A

3/8" SHEAR PLATE W/ 3/4" Ø

A325N THRU BOLTS WITH

STD. HOLES - SEE NOTE 5

2"

/2

O

. C

"N

B O

L T

S R

O W

S

/2

BEAM "N" "L" (INCHES)

W8 - W10 2 6"

W12 - W14 3 9"

MINIMUM REQUIRED

BOLT ROW SCHEDULE

"L

3 1/2" MIN.

1/2" TYP.

T O

C O

P E

/2

M

IN

1/4

STEEL BEAM - SEE PLAN

/2

PLATE

THICKNESS

3/8"

3/8"

WELD SIZE

1/4"

1/4"

CAPACITY

(LRFD)

24.8 KIPS

43.4 KIPS

A

A

STEEL CONNECTION NOTES:

1. THIS CONNECTION DETAIL IS PROVIDED TO ASSIST THE DETAILER WHERE THIS

CONNECTION DETAIL IS USED. NO CALCULATIONS ARE REQUIRED TO BE

SUBMITTED FOR REVIEW, PROVIDED THAT ALL ASPECTS OF THE CONNECTIONS

CONFORM TO THIS DETAIL.

2. ALL CONNECTIONS IN THE DRAWINGS WHICH ARE NOT COVERED BY THIS

CONNECTION DETAIL MUST BE DESIGNED BY THE DETAILER. SIGNED AND

SEALED DESIGN CALCULATIONS MUST BE SUBMITTED BY A REGISTERED

ENGINEER FOR SUCH CONNECTION CONDITIONS.

3. AT THE DETAILER'S OPTION, ALTERNATE CONNECTION DETAILS MAY BE

SUBMITTED FOR USE ON THIS PROJECT. ALTERNATE CONNECTION DETAILS

MUST BE ACCOMPANIED BY DESIGN CALCULATIONS THAT ARE SIGNED AND

SEALED BY A REGISTRED ENGINEER.

4. THE TABULATED CAPACITIES ARE FACTORED LOADS (LRFD)

5. THE TABULATED CAPACITIES ARE BASED ON GRADE 50 BEAMS, A36 PLATES AND

ANGLES, A325N BOLTS, AND E70XX ELECTRODES.

HORIZONTALLY SHORT SLOTTED HOLES MAY BE USED IN LIEU OF STANDARD

HOLES EXCEPT FOR BEAMS WITHIN BRACED FRAMES, AT MOMENT

CONNECTIONS, OR WITH HORIZONTAL FORCES NOTED ON PLAN.

WF BEAM COPED AS

NECESSARY- SEE PLAN

SEE TYPICAL SINGLE

SHEAR PLATE

CONNECTION DETAIL

WF BEAM -

SEE PLAN

CHANNEL BEAM

- SEE PLAN

1" MCNICHOLS

GRATING

SLOPE HSS2X2X1/4

GUARDRAIL BEAM

- REF ARCH

3/16

3/16 HSS TO HSS

TYP

HSS2X2X1/4

GUARDRAIL COLUMN

- REF ARCH

HSS6X3X1/4 (LSV)

- SEE PLAN

M

IN4

HSS TO

C6. TYP 1/4

SEE DETAIL 3, 4/S-103

FOR SHEAR PLATE

CONNECTION. TYP

WF CANT. BEAM

- SEE PLAN

WF BEAM

- SEE PLAN

1' - 0" 4' - 4" 3' - 0"

F.V.

VARIES

L4X4X3/16 CLOSURE ANGLE

(ALL SIDES DISCONTINUOUS

AT HINGE PL). WELD TO HSS

GERARD GARCIA

67435

O

P O F

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E S S

L

I

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A T

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LNA

ED

E

SEC N N

G I

E

N

EOF T

S

A X

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

PROJECT MANAGEMENT STAMPCONSULTANT

321 4 5 6 7 8 9 10

FULLY SPRINKLERED

INTERIORS

Austin, Texas 78746

ARCHITECTURE

5121 Bee Caves Road, Suite 203

T:512 - 327 - 4149

COX DESIGN ASSOCIATES

PLANNING

F:512 - 327 - 7679

Austin bcox@coxdesignassociates.com

6926 N. LAMAR BLVD

AUSTIN, TX 78752

PHONE 512 499 0919

FAX 512 320 8521

WWW.STRUCTURESTX.COM

FIRM NO.: F-3323

PROJECT #:19.101

10.30.2019

C U s e rs \l a m \D o c u m e n ts

\1 .1

.C o x .V

A O n c o lo g y -R

L a m

.r v t

/3 /2

:5

:0

P M

S-103

CONSTRUCTION

DOCUMENTS

DETAILS AND SECTIONS INSTALL ROOF ACCESS

7400 MERTON MINTER

SAN ANTONIO, TX 78229

09/20/19 JG LSN

671-18-121

3/4" = 1'-0"

BRIDGE SECTION

1 1/2" = 1'-0"

EMBED PLATES CONNECTION

1 1/2" = 1'-0"

TYPICAL SINGLE SHEAR PLATE CONNECTION

1 1/2" = 1'-0"

TYPICAL WIDE FLANGE BEAM TO WIDE

FLANGE BEAM SHEAR CONNECTION

3/4" = 1'-0"

BRIDGE SECTION AT GUARDRAIL

STRUCTURAL NOTES