BUILDING CODE ANALYSIS

BUILDING CODE ANALYSIS

PROJECT NAME BEN WHITE SELF STORAGE

PROJECT ADDRESS 7110 E. BEN WHITE BLVD. AUSITN, TEXAS 78741

PROJECT DESCRIPTION SELF-STORAGE BUILDING

CODE REVIEW JURISDITION CITY OF AUSTIN

APPLICABLE CODES 2012 INTERNATIONAL BUILDING CODE AND LOCAL AMENDMENTS

2015 INTERNATIONAL ENERGY CONSERVATION CODE AND LOCAL AMENDMENTS

2012 UNIFORM PLUMBING CODE AND LOCAL AMENDMENTS

2012 UNIFORM MECHANICAL CODES AND LOCAL AMENDMENTS

2014 NATIONAL ELECTRIC CODE AND LOCAL AMENDMENTS

FIRE PROTECTION 2012 INTERNATIONAL FIRE CODE AND LOCAL AMENDMENTS

ITEM ALLOWED / REQUIRED PROVIDED REFERENCE NOTES

USE & OCCUPANCYCLASSIFICATION

ADMIN OFFICE = B IBC SECTION 304.1

SELF STORAGE = S-1 IBC SECTION 311.3

BUILDING DATA

MAIN OCCUPANCY S-1 IBC TABLE 508.2.3

TYPE OF CONSTRUCTION TYPE II-B IBC TABLE 503

BUILDING HEIGHT 55 FT + 20 FT INCREASE 52'-4" IBC TABLE 503 / SECTION 504.2 BLDG EQUIPPED w/ AUTOMATICSPRINNKLER SYSTEM

NUMBER OF STORIES 2 + 1 STORY INCREASE 4 IBC TABLE 503 / SECTION 504.2 BLDG EQUIPPED w/ AUTOMATICSPRINNKLER SYSTEM

1 STORY INCREASE IBC SECTION 510.2 HORIZONTAL BLDG SEPARATIONALLOWANCE

3 HR FR HORIZONTAL ASSEMBLYPROVIDED

LEVEL 1 TO BE TYPE 1A

AREA 17,500 SF + 35,000 SF INCREASE/ STORY

LEVEL 1 = 29, 025 SF IBC TABLE 503 / SECTION 506.3 BLDG EQUIPPED w/ AUTOMATICSPRINNKLER SYSTEM

TOTAL ALLOWED = 210,000 SF LEVEL 2 = 29,775 SF IBC SECTION 510.2 HORIZONTAL BLDG SEPARATIONALLOWANCE

LEVEL 3 = 30,252 SF 3 HR FR HORIZONTAL ASSEMBLYPROVIDED

LEVEL 4 = 29,775 SF LEVEL 1 TO BE TYPE 1A

TOTAL = 118,827 SF

OCCUPANCY LOAD

OFFICE 12 IBC TABLE 1004.1.1 1 OCCUP / 100 GROSS SF

LEVEL 1 92 IBC TABLE 1004.1.1 1 OCCUP / 300 GROSS S.F.




MEAN OF EGRESS

NUMBER OF EXITS 30 TO 500 OCCUP = 2 EXITS 4 IBC SECTION 1015.1 / TABLE1015.1

EGRESS DOOR WIDTH 32" CLEAR 32" CLEAR IBC SECTION 1008.1.1

STAIRWAY WIDTH 44 IN 48 IN IBC SECTION 1009.4

CORRIDOR WIDTH 44 IN 60 IN IBC TABLE 1018.2

COMMOM PATH OF EGRESSTRAVEL

100' MAX N/A IBC TABLE 1014.3 BLDG EQUIPPED w/ AUTOMATICSPRINNKLER SYSTEM

EXIT ACCESS TRAVELDISTANCE

400' MAX 198' IBC TABLE 1016.2 BLDG EQUIPPED w/ AUTOMATICSPRINNKLER SYSTEM

DEAD ENDS 50' MAX 25' IBC SECTION 1018.4 BLDG EQUIPPED w/ AUTOMATICSPRINNKLER SYSTEM

FIRE PROTECTION

FIRE ACCESS TO ROOF REQUIRED PROVIDED IBC SECTION 1009.16.1

STANDPIPES REQUIRED PROVIDED IBC SECTION 905.3.1

SPRINKLER SYSTEM IN AREAS > 12,000 SF PROVIDED IBC SECTION 903.2.9 BLDG EQUIPPED w/ AUTOMATICSPRINNKLER SYSTEM

FIRE ALARM REQUIRED PROVIDED IBC SECTION 907.2 BLDG EQUIPPED w/ FIRE ALARMSYSTEM

PORTABLE FIREEXTINGUISHERS

MAX. TRAVEL DISTANCE PROVIDED AT TABLE 906.3

TO EXTI NG UI SHER = 75' EVERY 75'

FIRE RESISTANCE

OCCUPANCY SEPARATION NOT REQUIRED 0 HRS IBC TABLE 508.4

RATING REQUIREMENTS LEVEL1

3 HRS 3 HRS IBC TABLE 601

RATING REQUIREMENTS LEVEL2, 3 & 4

0 HRS 0 HRS IBC TABLE 601

STAIRWAY 2 HRS 2 HRS IBC SECTION 1009.3.1.2

ELEVATOR 2 HRS 2 HRS IBC SECTION 713.4

PLUMBING FIXTURE COUNTS

WATER CLOSETS 4 4 CITY OF AUSTIN SOP

LAVATORIES 4 4 CITY OF AUSTIN SOP

DRINKING FOUNATINS 1 + 1 ACCESSIBLE 2 CITY OF AUSTIN SOP

SERVICE SINK 1 1 IBC TABLE 2902.1 LOCATED IN OFFICE

UP

LIFE SAFETY PLAN LEGEND

EGRESS EXIT

PATH OF EGRESS

EXIT LIGHT

SURFACE MOUNT FIRE EXTINGUISHER @ EVERY 75' OF TRAVEL DISTANCE

FE

EXI

T A

CC

ES

S T

RA

VE

L D

ISTA

NC

E =

62'

-2"

EXIT ACCESS TRAVEL DISTANCE = 197'-4"EXIT ACCESS TRAVEL DISTANCE = 158'-4"

EXIT ACCESS TRAVEL DISTANCE = 155'-4"EXIT ACCESS TRAVEL DISTANCE = 154'-10"

EXI

T A

CC

ES

S T

RA

VE

L D

ISTA

NC

E =

82'

-5"

EXIT ACCESS TRAVEL DISTANCE = 34'-8"

FEFE

FE

FE

FE FE

DE

AD

EN

D =

25'

-0"

LOADINGAREA

FEFE

FE

FE

FE


EXI

T A

CC

ES

S T

RA

VE

L D

ISTA

NC

E =

82'

-9"

EXIT ACCESS TRAVEL DISTANCE = 154'-6" EXIT ACCESS TRAVEL DISTANCE = 154'-9"


DE

AD

EN

D =

25'

-0"

FEFE

FEFE

FE

FE

FE FE

FE

FE

FE

© copyright 2017PLACE designers inc.

REVIEWED BY:

DRAWN BY:

DATE:

REVISIONS:

PROJECT NO:

PLACEdesigners.com

ARCHITECT:DAVID ROTHENBERG, [email protected]

CIVIL ENGINEER:STEVE SORENSON, [email protected]

STRUCTURAL ENGINEER:

BLAKE WILSONENGINEERING, PLLC637 W. HURST BLVD.HURST, TX 76053P: [email protected]

MEP ENGINEER:

ALPACAENERGY SOLUTIONS, INC.3532 BEE CAVES RD. STE 111AUSTIN, TX 78745P: [email protected]

304 E. MAIN STREET,SUITE 100

ROUND ROCK, TX 78664T: [512] 238 8912F: [512] 238 8913

THESE DOCUMENTS MAY NOT BEREPRODUCED IN ANY FORM WITHOUT

THE WRITTEN CONSENT OF PLACE DESIGNERS, INC.

THIS SHEET IS ONLY ONE COMPONENTOF THE TOTAL DOCUMENT PACKAGEWHICH CONSISTS OF ALL SHEETS OF

DRAWINGS

BEN WHITESELF STORAGE

OCT 20, 2017

16109

JD

DR

CODE SHEET

A-002

7110 E BEN WHITEBLVD.AUSTIN, TEXAS 78741

SCALE: 1/16" = 1'-0"1 LEVEL 1 LIFE SAFETY PLAN

SCALE: 1/16" = 1'-0"2 LEVEL 2 LIFE SAFETY PLAN

1

4

1

21 APR 24, 2018

2 AUG 21,2018

4 AUG 12,2019

LEVEL 10' - 0"

LEVEL 211' - 0"

I J K

LEVEL 322' - 0"

LEVEL 433' - 0"

1 1/2" PIPE RAIL (TYP.)

1/2" SOLID METAL BALLUSTERS @ 4" SPACING (TYP.)

METAL TREAD (TYP.)

METAL GUARDRAIL (TYP.)

STEEL STRINGER

1 1/2" PIPE RAIL, TYP



5' - 5" 9' - 2" 4' - 0"

METAL LANDING TYP.

STEEL STRINGER

STEEL STRINGER

METAL GUARDRAIL,TYP

STEEL STRINGER

METAL TREAD, TYP

11 R

ISE

RS

@ 6

" =

5' -

6"

11 R

ISE

RS

@ 6

" =

5' -

6"

11 R

ISE

RS

@ 6

" =

5' -

6"

11 R

ISE

RS

@ 6

" =

5' -

6"

11 R

ISE

RS

@ 6

" =

5' -

6"

11 R

ISE

RS

@ 6

" =

5' -

6"

1/2"

1'-0"

METAL TREAD (TYP.)

STEEL STRINGER

METAL GUARDRAIL (TYP.)1

1

11

1

1

1

STAIRS PROVIDED BY STAIR MANUFACTURER

STANDPIPE BY FIRE PROTECTION

INSTALLER

5

5

5

5

5

5

5

5

3' -

0"

3' -

0"

1' - 0"

1' - 0"

3' -

0"

1' - 0"

3' -

0"

1' - 0"

3' -

0"

1' - 0"

1' - 0"

3' -

0"

3' -

6"

LEVEL 10' - 0"

LEVEL 211' - 0"

22 23 24

LEVEL 322' - 0"

LEVEL 433' - 0"

3' -

6"

3' -

0"

5' - 5 3/4"10 TREADS @ 11" = 9' - 2"

LANDING

4' - 0"




METAL TREAD (TYP.)

STEEL STRINGER


METAL LANDING



METAL LANDING



METAL LANDING

METAL TREAD (TYP.)

STEEL STRINGER


METAL TREAD (TYP.)

STEEL STRINGER

11 R

ISE

RS

@ 6

" =

5' -

6"

11 R

ISE

RS

@ 6

" =

5' -

6"

11 R

ISE

RS

@ 6

" =

5' -

6"

11 R

ISE

RS

@ 6

" =

5' -

6"

11 R

ISE

RS

@ 6

" =

5' -

6"

11 R

ISE

RS

@ 6

" =

5' -

6"

1

1

1

1' - 0"

4'x4' ROOF HATCH

42" GUARDS


STANDPIPE BY FIRE PROTECTION INSTALLER

5

5

5

3' -

0"

1' - 0"

3' -

0"

1' - 0"

3' -

0"

1' - 0"

1' - 0"

3' -

0"

1' - 0"

3' -

0"3'

- 0"

1' - 0"

LEVEL 10' - 0"

LEVEL 211' - 0"

E

LEVEL 322' - 0"

LEVEL 433' - 0"

1/2"

1'-0"

VE

RIF

Y w

/ ELE

VA

TOR

MA

NU

FA

CT

UR

ER

12' -

3"

CLE

AR

OV

ER

HE

AD HOIST BEAM LOCATION

RE: STRUCTURAL & VERIFY w/ ELEVATOR MFR

CONC. SLABRE: STRUCTURAL

CONCRETE WALLRE: STRUCTURAL

CONCRETE SLABRE: STRUCTURAL

VERIFY w/ ELEVATOR MFR

10' - 6"

1

1

CONC. FLOOR ON METAL FORM DECK

RE: STRUCTURAL

METAL ROOFRE: STRUCTURAL

CONC. FLOOR ON METAL FORM DECK RE: STRUCTURAL


RE: STRUCTURAL



RE: STRUCTURAL


CONC. SLABRE: STRUCTURAL

5

1

VE

RIF

Y w

/ ELE

VA

TO

R M

FR

5' -

0"

5

1

5

5

1

5

15

1

5

1

5


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OCT 20, 2017

16109

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BUILDING SECTIONS

A-303


SCALE: 1/4" = 1'-0"1 STAIR 108 SECTIONSCALE: 1/4" = 1'-0"2 STAIR 113 SECTION

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

1

1

1

2

1 APR 24, 2018

2 AUG 21,2018

4 AUG 12,2019

4

4

4

4

4

4

4

4

4

4

4

WALL TYPE 2

BASE TRIM

4" METAL STUDS

STRUCTURE

METAL CHANNEL RUNNER

INTERIOR METAL PANEL

BASE TRIM

4" METAL STUDS

STRUCTURE

CLOSURED TRIM


WALL TYPE 1

5/8" GYPSUM BOARD BOTH SIDES

WALL TYPE 2A

PROVIDE MOISTURE RESISTANT GYPUSM BOARDIN LIEU OF GYPSUM BOARD AT WET WALLS

WALL TYPE 3

CEILING AS SCHEDULED

4" METAL STUDS

STRUCTURE


5/8" GYPSUM BOARD


HALL SIDEROOM SIDE


12"

FR

OM

ST

RU

CT

UR

E

20 GA. CLIP

LOAD BEARING METAL STUD WALL

STRUCTURE

WALL TYPE 5

2 LAYERS5/8" GYP. BOARD


BASE TRIM

4" METAL STUDS

STRUCTURE

CLOSURED TRIM


WALL TYPE 4

12"

FR

OM

ST

RU

CT

UR

E

5/8" GYPSUM BOARD

BASE TRIM

4" METAL STUDS

STRUCTURE


WALL TYPE 6

DBL 5/8" GYPSUM BOARD BOTH SIDES

UL DESIGN NO. U423LOADBEARING - 2 HR FIRE RATED

UL DESIGN NO. U415-FNONBEARING - 2 HR FIRE RATED

6" 6"

FIRE RATED SEALANT

BASE TRIMBASE TRIM

FIRE RATED SEALANT

BASE TRIM


WALL TYPE 7

BASE TRIM

6" METAL STUDS

STRUCTURE



WALL TYPE 7A


ROOM SIDEROOM SIDE


6"

ROOM SIDE UNIT SIDE

ROOM SIDE

C-H METAL STUD

J-RUNNERS

1" GYP. BOARD


LOAD BEARING METAL STUD WALL

SHAFT SIDE

1 1/2"

INTUMESCENT FIRE PROOFING 3-HR UL-X674

SPRAY APPLIED FIRE PROOFING 3-HR UL-G701

FLOOR/ CEILING ASSEMBLYRE: STRUCTURAL

COLUMNRE: STRUCTURAL

CONCRETE SLABRE: STRUCTURAL

BASE PLATE

PURLINRE: STRUCTURAL

LEVEL 1

0'-0"

LEVEL 2

11'-0"

METAL CORNER GUARDS AT 5' MIN HT. AT COLUMNS

5 '-

0".

EXTERIOR METAL PANELTYPE 2

METAL FLASHING

METAL STUD

UL DESIGN NO. U425LOADBEARING - 1 HR FIRE RATED FOR LEVEL 1

LOADBEARING - 2 HR FIRE RATED FOR LEVEL 2-3-4

BASE TRIM

FIRE RATED SEALANT

CLOSURE TRIM

FIRE RATED SEALANT

METAL STUDS

BASE TRIM

FIRE RATED SEALANT



FLOOR STUCTURE

2 LAYERS - 5/8" GYP. BOARDFOR LEVEL 1

LAYERS - 5/8" GYP BOARD FOR LEVEL 2-3-4

R-5 RIGID INSULATION

R-5 RIGID INSULATION

R-13 BATT INSULATION

R-13 BATT INSULATION

5/8" GYP. BOARD

METAL STUDS

CAP CHANNEL

2"x2"x16 GA WIRE MESH

2"x2"x20 GA ANGLESUPPORTS @ 5'-0" O.C.

2'-0

" B

ELO

W S

TRU

CT

UR

E

NOTES:1. PROVIDE WIRE MESH CEILING AT ALL STORAGE UNITS ON ALL FLOOR LEVELS.

2. WIRE MESH CEILING AT STORAGE UNITS TO BE 18 INCHES MIN. BELOW FIRE SPRINKLER HEAD DEFLECTOR. COORDINATE WITH FIRE PROTECTION SYSTEM INSTALLER.



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16109

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WALL DETAILS

A-308


SCALE: 1 1/2" = 1'-0"1 INTERIOR PARTITIONSSCALE: 1 1/2" = 1'-0"2TYPE 1A CONSTRUCTION - 3HR FIRE RATEDASSEMBLY

SCALE: 1 1/2" = 1'-0"3 FIRE RATED EXTERIOR WALL

1

1

4

SCALE: 1 1/2" = 1'-0"4 MESH CEILING DETAIL

3

1 APR 24, 2018

3 JAN 03, 2019

4 AUG 12,2019

4

UPDN UPDN UPDN

1 2

I

J

K

1

A-303

2

A-305

4' - 0" 7 3/4" 4' - 0"

4' -

0" L

AN

DIN

G10

TR

EA

DS

@ 1

1"=

9'-2

"5'

- 5"

LA

ND

ING

1' -

0"

108B

5

1

36"H.HANDRAIL

42" H.GUARDRAIL

8' - 7 3/4"

18' -

7"



108A

5

5

1

1

1' -

0"

8' - 10" 9 1/2"

1 2

I

J

K

1

A-303

2

A-305

4' -

0" L

AN

DIN

G10

TR

EA

DS

@ 1

1"=

9' -

2"5'

- 5"

LA

ND

ING

1' -

0"

4' - 0" 7 3/4" 4' - 0"

1' -

0"

1' -

0"

36" H.MTL HANDRAIL

42" H.MTL GUARDRAIL

1

1

8' - 7 3/4"

18' -

7"



208

5

5

5

1' -

0"

1

8' - 10" 9 1/2"

1 2

I

J

K

1

A-303

2

A-305

4' -

0" L

AN

DIN

G10

TR

EA

DS

@11

"= 9

' - 2

"5'

- 5"

LA

ND

ING

1' -

0"1'

- 0"

36" H.MTL HANDRAIL

42" H.MTL GUARDRAIL

1

1

4' - 0" 7 3/4" 4' - 0"

18' -

7"



308

8' - 7 3/4"

5

5

5

1

1' -

0"1'

- 0"

8' - 10" 9 1/2"

1 2

I

J

K

1

A-303

2

A-305

4' -

0" L

AN

DIN

G10

TR

EA

DS

@11

"= 9

' - 2

"5'

- 5"

LA

ND

ING

42" H.MTL GUARDRAIL

36" H.MTL HANDRAIL

1

1

4' - 0" 7 3/4" 4' - 0"

18' -

9"



8' - 7 3/4"

408

5

5

5

1

1' -

0"1'

- 0"

1' -

0"

8' - 10" 9 1/2"

14 15 16

E

F

1

A-301

MECH.

112

ELEV.

111

ELEV.

110

112

6

20' - 0"

7' -

7"9

1/2"

VE

RIF

Y w

/ ELE

VA

TO

R M

AN

UFA

CT

UR

ER

10' -

6"

9 1/

2"

9 1/2"

VERIFY w/ ELEVATOR MANUFACTURER

9' - 2 1/2"

VERIFY w/ ELEVATOR MANUFACTURER

9' - 2 1/2" 9 1/2"

5

5 5

5

5 5

1

1

1

13 14 15

F

G

RESTROOM

402

RESTROOM

401

HALLWAY

402

401

DRINKINGFOUNTAINS

LAV

WCLAV

WC

7

4

4

4

1' - 6"1' - 8"

1' - 6"

1' - 8"

1' -

5"1'

- 8"

A-501

6

75

A-501

6

75

A-5014

6' -

1 1/

2"6"

6' -

1 1/

2"

9' - 8"

5

3

1. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE

2. ALL INTERIOR PARTITIONS TO BE TYPE "I" UNLESS NOTED OTHERWISE.

3. ALL DIMENSIONS LOCATING FIXTURES ARE TO THE CENTER OF THE FIXTURE UNLESS NOTED OTHERWISE.

4. COORDINATE WITH PLUMBING FOR FIXTURE TYPES AND HEIGHTS, MEET CURRENT TAS WHERE APPLICABLE.

5. CONTRACTOR RESPONSIBLE FOR FIELD MEASURMENTS FOR MILLWORK PRIOR TO FABRICATION.

6. ALL DOOR OPENINGS TO BE LOCATED 6" FROM ADJACENT PERPENDICUAL WALL UNLESS NOTED OTHERWISE.

7. CONTRACTOR TO PROVIDE AND INSTALL SUFFICIENT BLOCKING IN WALL(S) TO SUPPORT WALL MOUNTED ITEMS.

8. ALL WET WALL(S) TO RECIEVE 5/8" MOISTURE RESISTANT GYPSUM BOARD UNLESS NOTED OTHERWISE.

9. CONTRACTOR TO PROVIDE AND INSTALL APROPIATE TRANSITION STRIPS AT ALL EDGES OF DISSIMILAR FLOOR OPENINGS.

10. CONTRACTOR TO COORDINATE MOUNTING HEIGHTS OF WALL MOUNTED ITEMS/EQUIPMENT PRIOR TO INSTALLATION WITH OWNER AND/OR ARCHITECT.

11. NO SUBSTITUTIONS PERMITTED WITHOUT THE APPROVAL OF THE ARCHITECT OR OWNER.

12. ANY CONFLICTS IN THE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECTS ATTENTION BEFORE WORK BEGINS.

13. REF. 1/A-308 FOR INTERIOR WALL TYPES.

14. REF. SHEET A-601 & A-602 FOR DOOR & WINDOW SCHEDULES

ENLARGED PLANS GENERAL NOTES

13 14 15

F

G

9' - 0" A.F.F.

9' - 0" A.F.F.

RESTROOM

402

RESTROOM

401

HALLWAY

OPEN TO DECK


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16109

JD

DR

ENLARGED PLANS

A-402


SCALE: 1/4" = 1'-0"1 STAIR 108 - LEVEL 1SCALE: 1/4" = 1'-0"2 STAIR 108 - LEVEL 2


SCALE: 1/4" = 1'-0"5 ELEVATORSSCALE: 1/4" = 1'-0"6 RESTROOMS 401 & 402

1

1

SCALE: 1/4" = 1'-0"7RESTROOMS 401 & 402 - REFLECTED CEILINGPLAN

1111

2

1 APR 24, 2018

2 AUG 21,2018

4 AUG 12,2019

4

4

4

4

4

4

44

44

4

4

4

4 4

4

4 4

UP

DN

DN

UP

DN

UP

DN

22 23 24

D

E

2

A-303

3

A-305

4' - 0" LANDING 10 TREADS @ 11"= 9' - 2" 5' - 5 3/4" LANDING

4' -

0"7

3/4"

4' -

0"

8' -

7 3/

4"

36" H.MTL HANDRAIL

42" H.MTL GUARDRAIL

18' - 10"

113B

5

1' - 0"

1' - 0"

1' - 0"

1' - 0"

4' -

0"

3 TREADS @11"= 2' - 9"

5' - 6"

8' - 3"

36" MTL HANDRAIL42" MTL GUARDRAIL



INSTALLER

113A

5

5

1

1

1

8' -

10"

1' - 0"

22 23 24

D

E

2

A-303

3

A-305

4' - 0" LANDING 10 TREADS @11"= 9' - 2" 5' - 5 3/4" LANDING

4' -

0"7

3/4"

4' -

0"

8' -

7 3/

4"

36" H.MTL HANDRAIL

42" H. MTL GUARDRAIL

18' - 10"

1

1

1



INSTALLER

2135

5

5

1' - 0"1' - 0"

1' - 0" 1' - 0"

8' -

10"

22 23 24

D

E

2

A-303

3

A-305


4' -

0"7

3/4"

4' -

0"

8' -

7 3/

4"

36" H.MTL HANDRAIL


18' - 10"

1

1

1



INSTALLER

3135

5

5 1' - 0" 1' - 0"

1' - 0"1' - 0"

8' -

10"

22 23 24

D

E

2

A-303

3

A-305


4' -

0"7

3/4"

4' -

0"

8' -

7 3/

4"

6 3/4"1' - 0"

36" H.MTL HANDRAIL


18' - 7 3/4"

FIXED TREAD DEVICETO ROOF HATCH



INSTALLER

1

1

1

4135

5

5

8' -

10"

1. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE

2. ALL INTERIOR PARTITIONS TO BE TYPE "I" UNLESS NOTED OTHERWISE.

3. ALL DIMENSIONS LOCATING FIXTURES ARE TO THE CENTER OF THE FIXTURE UNLESS NOTED OTHERWISE.

4. COORDINATE WITH PLUMBING FOR FIXTURE TYPES AND HEIGHTS, MEET CURRENT TAS WHERE APPLICABLE.

5. CONTRACTOR RESPONSIBLE FOR FIELD MEASURMENTS FOR MILLWORK PRIOR TO FABRICATION.

6. ALL DOOR OPENINGS TO BE LOCATED 6" FROM ADJACENT PERPENDICUAL WALL UNLESS NOTED OTHERWISE.

7. CONTRACTOR TO PROVIDE AND INSTALL SUFFICIENT BLOCKING IN WALL(S) TO SUPPORT WALL MOUNTED ITEMS.

8. ALL WET WALL(S) TO RECIEVE 5/8" MOISTURE RESISTANT GYPSUM BOARD UNLESS NOTED OTHERWISE.

9. CONTRACTOR TO PROVIDE AND INSTALL APROPIATE TRANSITION STRIPS AT ALL EDGES OF DISSIMILAR FLOOR OPENINGS.

10. CONTRACTOR TO COORDINATE MOUNTING HEIGHTS OF WALL MOUNTED ITEMS/EQUIPMENT PRIOR TO INSTALLATION WITH OWNER AND/OR ARCHITECT.

11. NO SUBSTITUTIONS PERMITTED WITHOUT THE APPROVAL OF THE ARCHITECT OR OWNER.

12. ANY CONFLICTS IN THE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECTS ATTENTION BEFORE WORK BEGINS.

13. REF. 1/A-308 FOR INTERIOR WALL TYPES.

14. REF. SHEET A-601 & A-602 FOR DOOR & WINDOW SCHEDULES

ENLARGED PLANS GENERAL NOTES

21 22

M

N

FO

R C

ON

ST

RU

CT

AB

ILIT

Y P

UR

PO

SE

15' -

0"

TO

ME

ET

CO

DE

RE

QU

IRE

ME

NT

8' -

6"

TO MEET CODE REQUIREMENT

1' - 6"

FOR CONSTRUCTABILITY PURPOSE

15' - 0"

A-4036

102

102

102

102

2HR & 1HR FIRE RATED WALLS. SEE 3/A-308

D

MEXTERIOR METAL PANELTYPE 2

TRIM

5/8" GYP. BOARD

RIGID INSULATION

METAL STUD

EXTERIOR METAL PANEL


RIGID INSULATION5/8" GYPSUM BOARD


REVIEWED BY:

DRAWN BY:

DATE:

REVISIONS:

PROJECT NO:

PLACEdesigners.com





MEP ENGINEER:



ROUND ROCK, TX 78664T: [512] 238 8912F: [512] 238 8913




DRAWINGS


OCT 20, 2017

16109

JD

DR

ENLARGED PLANS

A-403




1

1

SCALE: 1/4" = 1'-0"5 SOUTH EAST CORNER FIRE RATED WALLS

SCALE: 1" = 1'-0"6 PLAN VIEW WALL TRANSITION DETAIL

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1

11

1

2

1 APR 24, 2018

2 AUG 21,2018

4 AUG 12,2019

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4

4

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Documents

BUILDING CODE ANALYSIS