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TENANT FINISH OUTPROJECT:
PROJECT LOCATION:
TENANT:
ISSUED FOR:
ISSUED DATE:
ARCHITECT:
MEP:
STRUCTURAL:
VICINITY MAP
DETAIL VICINITY MAP
KEY SITE PLAN
KEY FLOOR PLAN
DRAWING INDEXM9
I15
M15
I15
M15
ABBREVIATIONSF9
A/C AIR CONDITIONERADJ ADJACENTADMIN ADMINISTRATIONAFF ABOVE FINISH FLOORALT ALTERNATEALUM ALUMINUMAPPROX APPROXIMATEARCH ARCHITECTURALAVG AVERAGEBLDG BUILDINGBOT BOTTOMCPT CARPETCAB CABINETCL CENTERLINECLG CEILINGCLGHT CEILING HEIGHTCLR CLEARCONF CONFERENCECONT CONTINUOUSCORR CORRIDORDIA DIAMETERDIM DIMENSIONDN DOWNDR DOORDTL/DET DETAILDWG DRAWINGEL ELEVATIONELEV ELEVATOREQ EQUALEQUIP EQUIPMENTEXST EXISTINGFE FIRE EXTINGUISHERFL FLOORFURN FURNITUREGA GAUGEGALV GALVANIZEDGWB GYPSUM WALL BOARDGYP BD GYPSUM BOARDHDW HARDWAREHVAC HEATING, VENTILATION,
AIRCONDITIONINGINT INTERIORJAN JANITORJUNC JUNCTIONLAB LABORATORYLAM LAMINATED
LAV LAVATORYMAX MAXIMUMMEZZ MEZZANINEMFR MANUFATURERMGR MANAGERMISC MISCELLANIOUSMIN MINIMUMNIC NOT IN CONTRACTNTS NOT TO SCALENOM NOMINALOC ON CENTEROPNG OPENINGOPP OPPOSITEPL PLASTIC LAMINATEPLAM PLASTIC LAMINATEPLYWD PLYWOODPT PAINTQTY QUANTITYREF REFRIGERATORREFRIG REFRIGERATORREQ REQUIREDREV REVISION/REVISEDRM ROOMSAN SANITARYSCHED SCHEDULESEC SECRETARYSF SQUARE FOOTSIM SIMILARSPECS SPECIFICATIONSQ SQUARESS STAINLESS STEELSTD STANDARDSTOR STORAGESW SWITCHTV TELEVISIONTYP TYPICALUNO UNLESS NOTED OTHERWISEVCT VINYL COMPOSITION TILEVENT VENTILATIONVERT VERTICALVWC VINYL WALL COVERINGVEST VESTIBULEW/ WITHWC WALL COVERINGWD WOODW/O WITHOUT
CITY OF AUSTIN AND TEXAS COMPLIANCE:THIS PROJECT IS DESIGNED TO COMPLY WITH THE FOLLOWING BUILDING CODES: (WITH CITY OF AUSTINAMENDMENTS)
2012 IBC - INTERNATIONAL BUILDING CODE2015 IECC - INTERNATIONAL ENERGY CONSERVATION CODE2012 IFC - INTERNATIONAL FIRE CODE2012 UPC - UNIFORM PLUMBING CODE2012 UMC - UNIFORM MECHANICAL CODE2011 NEC - NATIONAL ELECTRICAL CODE
THIS PROJECT IS DESIGNED TO MEET ALL CITY AND STATE ACCESSIBILITY REQUIREMENTS.2012 TAS-TEXAS ACCESSIBILITY STANDARDS2009 ANSI ICC 117.1-ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES
FEDERAL COMPLIANCE:THIS PROJECT IS DESIGNED TO MEET ALL FEDERAL ACCESSIBILITY REQUIREMENTS.
FHA- FAIR HOUSING ACT2006 IBC - INTERNATIONAL BUILDING CODE2003 ANSI ICC 117.1 (ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES)
IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONSTRUCT THIS PROJECT IN ACCORDANCE WITH THESE CODES. ANYCODE DISCREPANCIES THAT EXIST IN THE DESIGN SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIORTO CONSTRUCTION.
APPLICABLE CODESH9
DETAIL TAG
ROOM TAG
INTERIORELEVATION TAG(SINGLE)
REVISION NUMBER
FINISH TAG
WALL TYPE
KEYNOTE
FINISH TAG (CEILING)
FINISH TAG (ROOM)
SECTION TAG
INTERIORELEVATIONTAG (ROOM)
DOOR EGRESSCAPACITY
EXIT DIRECTION
EXIT SIGN
MAXIMUM TRAVELDISTANCE
COMMON PATH OFTRAVEL
X
X
DETSHT
XX
X
ELEVX
FLRBASE
WALL
WAL
L
WALLWA
L LWALLFLR
BASE
NAMENAME
#
DETSHT
SHT
ELEV
ELEV
ELEV
TO STAIR
X
W
ALLACT
#
DIST
ELEV
SYMBOLSD1
DIST
DOOR TAG
EQUIPMENTTAG
FINISH TAG(BASE)
ELEVATIONDATUM TAG
FLOORTRANSITION
ALTERNATE
ELEVDESC
X
XX
DRHWFR
DR
ALT
GENERAL PROJECT NOTESI91. ALL FOLLOWING GENERAL NOTES APPLY TO ALL DRAWINGS FOR THIS PROJECT.2. ALL CONSTRUCTION SHALL CONFORM TO INTERNATIONAL BUILDING CODE (IBC), INTERNATIONAL PLUMBING CODE, INTERNATIONAL MECHANICAL
CODE AND TO O.S.H.A. REQUIREMENTS. REQUIRE ALL SUBCONTRACTORS TO COMPLY WITH THESE REGULATIONS.3. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY.4. THE CONTRACTOR IS RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS NECESSARY
FOR COMPLETION OF WORK.5. THE CONTRACTOR SHALL GIVE NOTICE TO ALL AUTHORIZED INSPECTORS, SUPERINTENDENTS OR PERSONS IN CHARGE OF UTILITIES AFFECTED
BY HIS OPERATIONS PRIOR TO COMMENCING WORK.6. DO NOT USE PAINTS, PRIMES, SEALERS OR GLUES THAT EMIT FLAMMABLE, TOXIC OR NOXIOUS FUMES. EACH TRADE SHALL BE RESPONSIBLE TO
VERIFY THE MATERIALS USED AND COMPLY WITH MANUFACTURERS WRITTEN INSTRUCTIONS FOR THEIR USE.7. ALL MATERIALS, CONSTRUCTION, AND FINISHES TO BE FIRE RATED, FIRE PROOFED AND FIRE RETARDANT TO MEET LOCAL, STATE AND
APPLICABLE NATIONAL FIRE CODES. ALL MATERIALS TO BE NEW AND OF THE BEST QUALITY AVAILABLE AND SHALL BE U.L./F.M. RATED ASREQUIRED.
8. ALL WORK IS TO BE DONE BY THE GENERAL CONTRACTOR UNLESS NOTED OTHERWISE.9. CONTRACTOR SHALL COORDINATE HIS WORK AND SCHEDULE TO ALLOW UNINTERRUPTED PROGRESS OF WORK AND TO COMPLETE PROJECT
WITHIN THE ESTABLISHED SCHEDULE. VERIFY DELIVERY DATES FOR ANY LONG LEAD TIME ITEMS AND MATERIALS IN ORDER TO ENSURE THEIRINSTALLATION IN THE PROPER SEQUENCE OF THE JOB.
10. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR HAVING THE SUBCONTRACTORS COORDINATE THEIR WORK WITH THE WORK OF THE OTHERTRADES INCLUDING WORK NOT IN THE CONTRACT.
11. ALL EXISTING WORK OR WORK PROVIDED BY THE LANDLORD IS NOTED AS "EXISTING". ALL NEW WORK IS NOT NOTED AS "NEW" UNLESSNECESSARY FOR PURPOSES OF CLARITY.
12. ALL PERMIT COSTS TO BE PAID FOR BY CONTRACTOR. THE CONTRACTOR IS TO FILE FOR, AND SECURE ALL APPROVALS, PERMITS, TESTS,INSPECTIONS AND CERTIFICATES OF COMPLIANCE AS REQUIRED. THE CONTRACTOR IS RESPONSIBLE FOR ASSURING THAT ALL PERMITSNECESSARY TO LEGALLY PERFORM THE WORK HAVE BEEN OBTAINED PRIOR TO COMMENCING CONSTRUCTION.
13. ALL DIMENSIONS TO BE VERIFIED IN THE FIELD. REPORT ANY AND ALL DISCREPANCIES, ERRORS OF OMISSIONS TO THE ARCHITECT PRIOR TOCOMMENCING WORK AND/ OR ORDERING MATERIALS. MINOR DEVIATIONS, SUBJECT TO CONSTRUCTION REQUIREMENTS AND FIELD CONDITIONS,CAN BE EXPECTED.
14. UNDER NO CIRCUMSTANCES SHALL ANY DIMENSION BE SCALED FROM THESE DRAWINGS. ANY CRUCIAL DIMENSION NOT GIVEN SHALL BEBROUGHT TO THE ATTENTION OF THE ARCHITECT. EXISTING DIMENSIONS MAY BE VERIFIED IN THE FIELD.
15. CONTRACTOR SHALL CAREFULLY EXAMINE ALL ELEMENTS OF EXISTING CONDITIONS AND NOTIFY THE ARCHITECT IMMEDIATELY OF ANYDISCREPANCIES OR DEVIATIONS.
16. NEW WORK AND FINISHES SHALL CONFORM TO EXISTING ADJACENT WORK AND SHALL BLEND TOGETHER IN SUCH WAYS AS TO BE SIMILAR INAPPEARANCE UNLESS SPECIFICALLY NOTED OTHERWISE.
17. ALL COMPONENTS, MATERIALS, ASSEMBLIES AND FINISHES TO BE CONSTRUCTED AND INSTALLED PER MANUFACTURERS RECOMMENDATIONS.18. CONTRACTOR SHALL CLEAN UP AREAS AFFECTED BY DAILY WORK AND REMOVE DEBRIS AND MATERIAL FROM THE SITE UPON COMPLETION OF
THE WORK. MAINTAIN A CLEAN AND ORDERLY WORK AREA AT ALL TIMES REMOVE SAID MATERIALS TO APPROVED DUMP SITES ONLY.19. THE CONTRACTOR IS TO KEEP A FULL SET OF UP-TO-DATE PLANS AVAILABLE AT THE JOBSITE AT ALL TIMES.20. CONTRACTOR SHALL PREPARE A RECORD SET OF AS-BUILT DRAWINGS WHICH REFLECT ANY CHANGES, ADDITIONS OR DELETIONS TO THE
LANDLORD APPROVED SET OF DRAWINGS AND PROVIDE TO OWNER UPON COMPLETION OF THE PROJECT.21. SPECIFIED ITEMS HAVE BEEN SELECTED BECAUSE THEY REFLECT THE STANDARDS OF QUALITY DESIRED, OR POSSESS OTHER FEATURES
REQUIRED TO PRESERVE THE DESIGN CONCEPT. THE DESIGNER AND OWNER THEREFORE PRESERVE THE RIGHT TO REQUIRE THE USE OF THESPECIFIC ITEMS. ANY REQUESTS FOR ALTERNATIVES FOR SPECIFIED ITEMS MUST BE SUBMITTED TO THE DESIGNER OR OWNER IN WRITING,TOGETHER WITH PROOF OF EQUALITY OF SUCH ITEMS. IN ALL CASES, THE BURDEN OF PROOF OF EQUALITY SHALL BE WITH THE BIDDER ANDTHE DECISION OF THE DESIGNER OR OWNER SHALL BE FINAL.
22. THE OWNER, DESIGNER, OR ENGINEERS WILL NOT BE RESPONSIBLE FOR ANY VERBAL INSTRUCTIONS.23. CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR AMENDED PLANS SHOULD ANY CHANGES BE MADE TO THESE PLANS BY THE CONTRACTOR
OR ANY OF HIS REPRESENTATIVES.24. THE TENANT'S CONTRACTOR WILL REPAINT AND / OR REPAIR THE OWNER'S PROPERTY DAMAGED DURING TENANT IMPROVEMENT.25. ALL SUPPORT WIRES MAY ONLY BE CONNECTED TO THE TOP CORD OF JOIST AND/OR STRUCTURAL MEMBERS.26. ALL MATERIALS USED IN THE CONSTRUCTION OF THIS SPACE MUST BE ASBESTOS FREE.27. ANY PENETRATION OR MODIFICATIONS TO STRUCTURAL STEEL OR CONCRETE MUST BE COORDINATED AND APPROVED BY THE STRUCTURAL
ENGINEER.
TRUE NORTH
PLAN NORTH
DESIGN TEAMM1
WE ROCK THE SPECTRUMCENTER OF THE HILLS SHOPPING CENTER7010 TX-71, STE 200, AUSTIN, TX 78735
SPECIAL NEEDS RESOURCESJOHN KEMPF4116 HARBOUR ISLAND LANEOXNARD, CA. 93035(p) +001.516/365.7708(e) kempf@tampabay.rr.com
PERMIT SET
02/01/2017
Mark Hart Architecture, Inc.Robert LeJeune, AIA, LEED AP BD+C, CPHC2007 S. 1ST STREET STE. 101AUSTIN, TEXAS 78704(p) +1.512/994.4598(e) rlejeune@markhartarch.com(w) www.markhartarch.com
ALPACA ENERGY SOLUTIONS, INC.ALLEN PERRY, P.E.3532 BEE CAVES RDWEST LAKE HILLS, TX 78746(p) +001.512/328-8999(e) aperry@alpacaenergy.com(w) www.alpaca.com
SHEET SHEET NAME ISSUE DATE
REVISION
#REVISION
DATEA0.00 COVER SHEET 02/01/2017A0.11 ACCESSIBILITY REQUIREMENTS 02/01/2017A2.00 LIFE SAFTY PLAN & CODE RESEARCH 02/01/2017A3.00 DEMOLITION PLAN 02/01/2017A3.10 PROPOSED PLAN 02/01/2017A3.20 RCP & LIGHTING PLAN 02/01/2017A4.00 INTERIOR ELEVATIONS 02/01/2017A5.00 SECTIONS & DETAILS 02/01/2017M1.1 MECHANICAL 01/30/2017M2.1 MECHANICAL 01/30/2017M2.2 MECHANICAL 01/30/2017E1.1 ELECTRICAL 01/30/2017E1.2 ELECTRICAL 01/30/2017E2.1 ELECTRICAL 01/30/2017E2.2 ELECTRICAL 01/30/2017P1.1 PLUMBING 01/30/2017P2.1 PLUMBING 01/30/2017P2.2 PLUMBING 01/30/2017S.1 GENERAL NOTES & FLOOR PLAN 02/01/2017S.2 COLD FORM DETAILS 02/01/2017S.3 ZIPLINE POST DETAIL 02/01/2017
MARK HART ARCHITECTURE
2007 S. 1st Street, Suite 101Austin, TX 78704+1.512/910.7057www.markhartarch.com
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DRAWN BY:
SHEET:
CHECKED BY:
REVI
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NS:
CLIENT:
ISSUE DATE:
DESIGNED BY:
PROJECT NUMBER:
PROJECT STATUS:
Copyright © 2016 by Mark HartArchitecture, INC. All rightsreserved. The arrangementsdepicted herein are the soleproperty of Mark HartArchitecture, INC. and may notbe reproduced in any formwithout written permission.
A0.00
02/01/2017
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SPECIAL NEEDS RESOURCESJOHN KEMPF4116 HARBOUR ISLAND LANEOXNARD, CA. 93035+001.516/365.7708
PERMIT SET
17-0039
02/01/2017
#D
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17" - 19"
8" MIN
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36" MAX.
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3'-0" MAX.
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FLOOR MOUNTED
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FIXTURES
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AIL (SS OR
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17"-19"
33"-36"
1/4" THIC
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1.H
.C. SIG
NS PER
ADA
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S AND
SYMBO
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RAISED
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1 2" DIAM
ETER C
IRC
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K WITH
THE
CO
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AND
CO
NTR
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AT 60" A.F.F.,C
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N TH
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AND
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ISTINC
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S ARE
RAISED
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IF UPPER
CASE
CH
ARAC
TERS TO
BE ACC
OM
PANIED
BY GR
ADE
2 BRAILLE.
8.BR
AILL E DO
TS ARE 1/10" O
N C
ENTER
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2/10" SPACE BETW
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E RAISED
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40" MAX.
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19" MAX.
17" MIN
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FLOO
RSPAC
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PRO
TECTED
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NOTES:
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OT W
ATER AN
D D
RAIN
PIPES UN
DER
THE LAVATO
RY
SHALL BE IN
SULATED
OR
CO
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ED TO
PRO
TECT
AGAIN
ST CO
NTAC
T. THER
ESH
ALL BE NO
SHAR
P OR
ABRASIVE SU
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ES UN
DER
LAVATOR
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2.FA U
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ALL BE LEVERO
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, PUSH
TYPE, OR
ELECTR
ICALLY C
ON
TRO
LLEDM
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ANISIM
S. SELF-CLO
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VALVES SHALL R
EMAIN
OPEN
FOR
AT LEAST 10 SECO
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S.
3.M
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OR
S SHALL BE
MO
UN
TED W
ITH TH
E BOTTO
MED
GE O
F THE R
EFLECTIN
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RFAC
E NO
HIG
HER
THAN
40IN
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FLOO
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4'-0" MIN.
30" MIN
.
34" MAX.
27" MIN.
76
5TO
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RE
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58 " M
ETAL STUD
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. GYP. BD
.
FINISH
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ESSIBLE DO
OR
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/ ANAU
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IN.
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ICK PLASTIC
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VIDE BLO
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LL
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R C
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METAL W
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EL NO
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ETAL STUD
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AMED
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PLAN VIEW
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1_2 "1
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5/8" DR
YWALL
MAR
LITE
STEEL SPACER
3/8" BOLT
1 1/4"X 1/8"X 3"STL. PLATE
METAL STU
D
WELD
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METAL STU
D @
EA.BO
LT
E SCU
TCH
EON
1/2" GR
ABBAR
5/8" DR
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MAR
LITE
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RY
6"
9"
8"M
IN.
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6"
5"18GA.
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LE
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F TYP. @ PAN
ELPESIG
NPLAS. LAM
. 5/8" HIN
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PT: PRO
TECTIVE
PIPING
BOO
T)
34 " PLYW
OO
D
MAG
NETIC
CATC
H @
PANEL D
ESIGN
CO
NT. PIAN
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ING
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EL DESIG
N
CU
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ED M
ARBEL FAC
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CU
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ED M
OSAIC
LAVAN
D PU
LLMAN
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R EQ
.
CU
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ED M
ARBEL
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OR
EQ. (TYP)
2'-10"
8 1.SEAL AR
OU
ND
ALL REC
ESSED R
ESTRO
OM
EQU
IPMEN
T.2.
PRO
VIDE 16 G
A. BACKIN
G AT ALL AC
CESSO
RIES AN
D LAV. TO
PS AT GR
AB BARS PR
OVID
E 16 GA. BAC
KING
SECU
RED
TO AT LEAST 3 STU
DS.
3.C
A ULK AR
OU
ND
JOIN
T AT BOTTO
M O
F TOILET AN
D FLO
OR
.4.
ALL "BOBR
ICK" SPEC
IFIED ITEM
S MAY BE SU
BSTITUTED
WITH
APPRO
PRIATE ALTER
NATE W
ITH AR
CH
ITECTS APPR
OVAL.
5.ALL TO
ILET PAPER D
ISPENSER
S INSTALLED
AT 7" MIN
. TO 9" M
AX IN FR
ON
T OF W
ATER C
LOSET.
6.BO
TTOM
OF M
IRR
OR
TO BE IN
STALLED 38" ABO
VE FLOO
R.
CO
NTR
OLS AN
D O
PERATIN
G M
ECH
ANISM
S SHALL BE O
PERABLE W
ITH O
NE H
AND
AND
SHALL N
OT R
EQU
IRE TIG
HT G
RASPIN
G, PIN
CH
ING
OR
TWISTIN
GO
F THE W
RIST. TH
E FOR
CE R
EQU
IRED
TO AC
TIVATE CO
NTR
OLS SH
ALL BE NO
GR
EATER TH
AN 5 LBF (22.2 N
) FAUC
ETS LEVER-O
PERATED
, PUSH
-TYPEAN
D ELEC
TRO
NIC
ALLY SHALL C
OM
PLY WITH
4.27.4 CO
NTR
OLLED
MEC
HAN
ISMS AR
E EXAMPLES O
F ACC
EPTABLE DESIG
NS. IF SELF-C
LOSIN
G VALVES
ARE U
SED TH
E FAUC
ET SHALL R
EMAIN
OPEN
FOR
AT LEAST 10 SECO
ND
S
WASH
RO
OM
ACC
ESSOR
IES
40" MAX. TO BOTTOM OFREFLECTIVE SURFACE
38"-48" TO ENSUREFORWARD REACH
MIR
RO
R
WASTE
TOW
ELS
TOW
EL
SANITAR
YN
APKIN
SEATC
OVER
LIGH
T
HAN
DD
RYER
SOAP
DISPEN
SER
TOW
EL
RO
OM
SIGN
TACTILE EXIT SIG
N
CL234EXIT
60" A.F.F.SURFACE
SEE NOTE 5
9
.395 INC
HES
VERTIC
AL SEPARATIO
NBETW
EEN C
ELLS
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INTER
-DO
T SPACIN
G
.241 INC
HES
HO
RIZO
NTAL SEPAR
ATION
BETWEEN
CELLS
.059 INC
HES
DO
T DIAM
ETERLITER
ARY BR
AILLE STAND
ARD
DIM
ENSIO
NS:
DO
OR
IDEN
TIFICATIO
N SIG
NAG
E
LETTERIN
GR
AISED 1/32"
SEENOTE 5
REQ
UIR
ED @
PERM
ANEN
TD
OO
R ID
ENTIFIC
ATION
CO
RR
ESPON
DIN
G G
RAD
EII BR
AILLE
CO
RR
ESPON
DIN
GG
RAD
E II BRAILLE
1.TAC
TILE EXIT SIGN
IS REQ
UIR
ED IN
ADD
ITION
TO ILLU
MIN
ATED SIG
N ABO
VED
OO
R AT EXIT D
OO
R.
2.APPR
OVED
SELF-LUM
INO
US SIG
N (0.06 FT. LAM
BERTS M
IN.).
3.BLO
CK C
APITAL LETTERS N
OT LESS TH
AN 6 IN
CH
ES IN H
EIGH
T WITH
ASTR
OKE O
F NO
T LESS THAN
3/4 INC
HES. LETTER
S TO H
AVE WID
TH O
F NO
TLESS TH
AN 2 IN
CH
ES ECC
EPT FOR
THE LETTER
"I". WITH
A SPACIN
GBETW
EEN LETTER
S OF N
OT LESS TH
AN 3/8".
4.C
ON
TRAC
TED G
RAD
E 2 BRAILLE SH
ALL BE USED
. DO
TS SHALL BE 1/10 IN
CH
ON
CEN
TERS IN
EACH
CELL W
ITH 2/10 IN
CH
SPACE BETW
EEN C
ELLS. DO
TSSH
ALL BE RAISED
A MIN
IMU
M O
F 1/40 INC
H ABO
VE THE BAC
KGR
OU
ND
.5.
LETTERS AN
D N
UM
ERALS SH
ALL BE RAISED
1/32", UPPER
CASE, SAN
S SERIF
TYPE AND
SHALL BE AC
CO
MPAN
IED W
ITH G
RAD
E II BRAILLE. R
AISEDC
HAR
ACTER
S SHALL BE AT LEAST 5/8" H
IGH
, BUT N
O H
IGH
ER TH
AN 2".
6.PER
MAN
ENT SIG
NAG
E TO BE IN
STALLED O
N TH
E WALL AD
JACEN
T TO TH
ELATC
H SID
E OF TH
E DO
OR
. MO
UN
TING
LOC
ATION
MU
ST ALLOW
A PERSO
NTO
APPRO
ACH
WITH
OU
T ENC
OU
NTER
ING
PRO
TRU
DIN
G O
BJECTS O
RSTAN
DIN
G W
ITHIN
THE SW
ING
PATH O
F THE D
OO
R.
7.LETTER
S AND
NU
MBER
S ON
SIGN
S HAVE A W
IDTH
-TO-H
EIGH
T RATIO
NBETW
EEN 3:5 AN
D 1:1 AN
D A STR
OKE W
IDTH
-TO- H
EIGH
T RATIO
BETWEEN
1:5AN
D 1:10
8.C
HAR
ACTER
S CO
NTR
AST WITH
THEIR
BACKG
RO
UN
D (LIG
HT C
HAR
ACTER
SO
N A D
ARK BAC
KGR
OU
ND
, OR
DAR
K CH
ARAC
TERS O
N A LIG
HT
BACKG
RO
UN
D)
9.C
HAR
ACTER
S AND
BACKG
RO
UN
D O
F SIGN
S IS EGG
SHELL, M
ATTE, OR
OTH
ER N
ON
-GLAR
E FINISH
.
BRAILLE LETTER
S
1" CO
RN
ER R
ADIU
S
CL
ENTRANCE
1615
1413
12
60" A.F.F.SURFACE
DIR
ECTIO
NAL AR
RO
WLO
CATIO
N
MIN
IMU
M SIZE: 70
SQ.IN
. MO
UN
TING
SCR
EWS TO
MATC
HBAC
KGR
OU
ND
CO
LOR
INTER
NATIO
NAL
SYMBO
L OF
ACC
ESSIBILITY AND
GR
APHIC
S
HAN
DG
RIP
ELEV
PLAN
TYPE II
TYPE I
4'-0" MAX.3'-0" MIN.
1'-0"MIN.
SWITC
H
THER
MO
STAT
WALL O
UTLET
6'-8"MIN.
12" MAX.
27"MIN.
27"MAX.
48" MAX. *
24"MAX.
20"MAX.
6" MIN
.
2'-6"M
IN.
48" MAX.
*HEIG
HT TO
HIG
HEST
OPER
ABLE PART W
HIC
H IS
ESSENTIAL TO
BASICO
PERATIO
N O
F THE
TELEPHO
NE.
3"
SMO
OTH
SUR
FACE
18" MIN.SMO
OTH
SUR
FACE
1 1/4" MIN
.1 1/2" M
AX.1 1/2"
1 1/4" MIN.1 1/2" MAX.
1 1/2"
PEDESTR
IAN H
AZARD
CLR
.EN
TRY & D
IREC
T'L SIGN
SC
ON
TRO
L HTS.
TELEPHO
NE
LOO
P HAN
DLE
11
34" TO F.F.
ADA STALL DR. HARDWARE
THE IN
SIDE AN
D O
UTSID
E OF TH
E CO
MPAR
TMEN
T DO
OR
S TO D
ISABLEDAC
CESSIBLE STALLS M
UST BE EQ
UIPPED
WITH
A LOO
P OR
U-SH
APED H
AND
LEIM
MED
IATELY BELOW
THE LATC
H. TH
E LATCH
MU
ST BE FLIP-OVER
STYLE,SLID
ING
OR
OTH
ER H
ARD
WAR
E NO
T REQ
UIR
ING
TIGH
T GR
ASPING
OR
TWISTIN
G
U-SH
APED H
AND
LE
18AD
A ACC
ESSIBILITY NO
TES
THESE G
UID
ELINES AR
E BASED U
PON
THE 2010 AD
A STAND
ARD
S FOR
ACC
ESSIBILITY DESIG
N AN
D TH
E 2010 TAS (TEXAS ACC
ESSIBILITY STAND
ARD
S).EFFEC
TIVE MAR
CH
15TH 2012.
1.ALL PER
MAN
ENT SIG
NAG
E MU
ST BE FULLY T.A.S. C
OM
PLIANT.
2 .D
OO
R TH
RESH
OLD
S SHALL N
OT EXC
EED 1/2 IN
(13 MM
). RAISED
THR
ESHO
LDS AN
D FLO
OR
LEVEL CH
ANG
ES AT ACC
ESSIBLE DO
OR
WAYS SH
ALLBE BEVELED
WITH
A SLOPE N
O G
REATER
THAN
1:2.
3.IF A D
OO
R H
AS A CLO
SER, TH
EN TH
E SWEEP PER
IOD
OF TH
E CLO
SERSH
ALL BE ADJU
STED SO
THAT FR
OM
AN O
PEN PO
SITION
OF 70 D
EGR
EES, THE
DO
OR
WILL TAKE AT LEAST 3 SEC
ON
DS TO
MO
VE TO A PO
INT 3 IN
CH
ES (75 MM
)FR
OM
THE LATC
H, M
EASUR
ED TO
THE LEAD
ING
EDG
E OF TH
E DO
OR
.
4.H
AND
LES, PULLS, LATC
HES, LO
CKS, AN
D O
THER
OPER
ATING
DEVIC
ES ON
ACC
ESSIBLE DO
OR
S SHALL H
AVE A SHAPE TH
AT IS EASY TO G
RASP W
ITH O
NE
HAN
D AN
D D
OES N
OT R
EQU
IRE TIG
HT G
RASPIN
G, TIG
HT PIN
CH
ING
, OR
TWISTIN
GO
F THE W
RIST TO
OPER
ATE. LEVER-O
PERATED
MEC
HAN
ISMS, AN
D U
-SHAPED
HAN
DLES AR
E ACC
EPTABLE DESIG
NS. W
HEN
SLIDIN
G D
OO
RS AR
E FULLY O
PEN,
OPER
ATING
HAR
DW
ARE SH
ALL BE EXPOSED
AND
USABLE FR
OM
BOTH
SIDES.
HAR
DW
ARE R
EQU
IRED
FOR
ACC
ESSIBLE DO
OR
PASSAGE SH
ALL BE MO
UN
TEDN
O H
IGH
ER TH
AN 48 IN
(1220 MM
) ABOVE FIN
ISHED
FLOO
R.
5.TH
E MAXIM
UM
FOR
CE FO
R PU
SHIN
G O
R PU
LLING
OPEN
A DO
OR
SHALL BE
AS FOLLO
WS:
(1) FIRE D
OO
RS SH
ALL HAVE TH
E MIN
IMU
M O
PENIN
G FO
RC
EALLO
WABLE BY TH
E APPRO
PRIATE AD
MIN
ISTRATIVE AU
THO
RITY.
(2) OTH
ER D
OO
RS.
(A) EXTERIO
R H
ING
ED D
OO
RS: (R
ESERVED
).(B) IN
TERIO
R H
ING
ED D
OO
RS: 5 LBF (22.2N
).(C
) SLIDIN
G O
R FO
LDIN
G D
OO
RS: 5 LBF. (22.2N
).
THESE FO
RC
ES DO
NO
T APPLY TO TH
E FOR
CE R
EQU
IRED
TO R
ETRAC
T LATCH
BOLTS O
R D
ISENG
AGE O
THER
DEVIC
ES THAT M
AY HO
LD TH
E DO
OR
IN A C
LOSED
POSITIO
N.
6.W
ATER C
LOSET AN
D U
RIN
AL FLUSH
CO
NTR
OLS SH
ALL BE MO
UN
TED O
NTH
E WID
E SIDE O
F TOILET AR
EA, IF ACC
EPTABLE, NO
MO
RE TH
AN 44 IN
CH
ES(1120 M
M) ABO
VE FINISH
ED FLO
OR
.
7.W
ATER C
LOSET H
EIGH
T SHALL BE 17" TO
19" (430 MM
TO 485 M
M)
MEASU
RED
TO TH
E TOP O
F THE TO
ILET SEAT ABOVE FIN
ISH FLO
OR
. SEATSSH
ALL NO
T BE SPRU
NG
TO R
ETUR
N TO
A LIFTED PO
SITION
.
8.H
OT W
ATER AN
D D
RAIN
PIPES UN
DER
LAVATOR
IES SHALL BE IN
SULATED
OR
OTH
ERW
ISE CO
NFIG
UR
ED TO
PRO
TECT AG
AINST C
ON
TACT. TH
ERE SH
ALL BEN
O SH
ARP O
R ABR
ASIVE SUR
FACES U
ND
ER LAVATO
RIES.
9.FAU
CETS C
ON
TRO
LS AND
OPER
ATING
MEC
HAN
ISMS SH
ALL BEO
PERABLE W
ITH O
NE H
AND
AND
SHALL N
OT R
EQU
IRE TIG
HT G
RASPIN
G,
PINC
HIN
G, O
R TW
ISTING
OF TH
E WR
IST. THE FO
RC
E REQ
UIR
ED TO
ACTIVATE
CO
NTR
OLS SH
ALL BE NO
GR
EATER TH
E 5 LBF (22.2N). LEVER
-OPER
ATED, PU
SH-
TYPE, AND
ELECTR
ON
ICALLY C
ON
TRO
LLED M
ECH
ANISM
S ARE EXAM
PLES OF
ACC
EPTABLE DESIG
NS. IF SELF-C
LOSIN
G VALVES AR
E USED
THE FAU
CET
SHALL R
EMAIN
OPEN
FOR
AT LEAST 10 SECO
ND
S.
10.TH
E HIG
HEST O
PERABLE PAR
T OF C
ON
TRO
LS, DISPEN
SERS,
REC
EPTACLES, AN
D O
THER
OPER
ABLE EQU
IPMEN
T SHALL BE PLAC
ED AS
FOLLO
WS:
(A) FOR
FOR
WAR
D APPR
OAC
H TH
E MAXIM
UM
HEIG
HT SH
ALL BE 48" (1220M
M) AN
D M
INIM
UM
IS 15" (380 MM
) ABOVE FLO
OR
, IF EQU
IPMEN
T IS OVER
ANO
BSTRU
CTIO
N SU
CH
AS CO
UN
TERTO
P, REFER
TO AD
A REG
ULATIO
N IN
4.2.5.(B) FO
R SID
E PARALLEL APPR
OAC
H TH
E MAXIM
UM
HEIG
HT SH
ALL BE 54"(1370 M
M) AN
D M
INIM
UM
IS NO
LESS THAN
9" (230 MM
) ABOVE FLO
OR
. IFEQ
UIPM
ENT IS O
VER AN
OBSTR
UC
TION
SUC
H AS C
OU
NTER
TOP, R
EFER TO
ADA
REG
ULATIO
N 4.2.6.
11.SH
ELF HEIG
HTS SH
ALL ALSO C
OM
PLY WITH
OPER
ABLE EQU
IPMEN
TR
ULES FO
R FO
RW
ARD
AND
SIDE APPR
OAC
HES AS O
UTLIN
ED IN
#10 ABOVE.
1 1/4" MIN
.1 1/2" M
AX.1 1/2"
1 1/2"
NO
TE: Y = 54 INM
INIM
UM
IF DO
OR
HAS
CLO
SER
Y OR 48" MIN
X OR
24" MIN
NO
TE: X = 36 IN M
INIM
UM
IF Y = 60 IN; X = 42 IN
MIN
IMU
M IF Y = 54 IN
X
Y
18" MIN
60" MIN
10 ALL DO
OR
S IN ALC
OVES SH
ALL CO
MPLY W
ITH TH
E CLEAR
ANC
ES FOR
FRO
NT APPR
OAC
HES
MAN
EUVER
ING
CLEAR
ANC
ES AT DO
OR
S
NO
TE: Y = 48 IN M
INIM
UM
IF DO
OR
HAS C
LOSER
Y OR 42" MIN
X OR
24" MIN
NO
TE: Y = 48 IN M
INIM
UM
IFD
OO
R H
AS BOTH
A CLO
SERAN
D A LATC
H54" MIN
Y 0R 42" MIN
X
48" MIN
X = 12 IN IF D
OO
R H
ASBO
TH A C
LOSER
AND
ALATC
H
17W
ATER FO
UN
TAIN
PLAN
ELEVATION
ELEVATION
MA
RK
HA
RT A
RC
HIT
EC
TU
RE
2007 S. 1st Street, Suite 101Austin, TX 78704+1.512/910.7057w
ww
.markhartarch.com
XT
EAT
T S
EF
O
SA
ROBERLEJEUN
R BO ERTEJ
E UN
20802
TT
REGSTI EREDARCHITE
L
CT
EXP:11/30/17
21
3
BA C D E GF H
45
67
89
1011
I J LK M
2
N O
13
45
67
89
1011
1213
1415
1716
1819
2021
1213
1415
1716
1819
2021
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CHECKED BY:
REVISIONS:
CLIENT:
ISSUE DATE:
DESIGNED BY:
PROJECT NUM
BER:
PROJECT STATUS:
Copyright © 2016 by M
ark Hart
Architecture, INC
. All rightsreserved. The arrangem
entsdepicted herein are the soleproperty of M
ark Hart
Architecture, INC
. and may not
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ithout written perm
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A0.11
02/01/2017
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RJL
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WE ROCK THE SPECTRUM
CENTER OF THE HILLS SHOPPING CENTER7010 TX-71, STE 200, AUSTIN, TX 78735
SPECIAL N
EEDS R
ESOU
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ESJO
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EO
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# DESCRIPTION DATE
REF.
LIFE SAFTEY LEGEN
D
TOTAL EXIT C
APACITY PR
OVID
ED
EXIT
CLEAR
EXIT WID
TH IN
INC
HES
FIRE EXTIN
GU
ISHER
- WALL-M
OU
NTED
,D
RY C
HEM
ICAL TYPE; C
LASS: B-C; SIZE: 10
FIRE EXTIN
GU
ISHER
.
FIRE EXTIN
GU
ISHER
CABIN
ET, DR
YC
HEM
ICAL TYPE; C
LASS: B-C; SIZE: 10 FIR
EEXTIN
GU
ISHER
.
FE
TRAVEL D
ISTANC
E TO EXIT
XX' TD
FEC
1 HO
UR
FIRE
XXXXXX
JUR
SIDIC
TION
S:C
ITY OF AU
STINTR
AVIS CO
UN
TYSTATE O
F TEXAS
THIS PR
OJEC
T IS DESIG
NED
TO C
OM
PLY WITH
THE FO
LLOW
ING
CO
DES: (W
ITHC
ITY OF AU
STIN AM
END
MEN
TS)
2012 IBC - IN
TERN
ATION
AL BUILD
ING
CO
DE
2015 IECC
- INTER
NATIO
NAL EN
ERG
Y CO
NSER
VATION
CO
DE
20012 IFC - IN
TERN
ATION
AL FIRE C
OD
E2012 U
PC - U
NIFO
RM
PLUM
BING
CO
DE
2012 UM
C - U
NIFO
RM
MEC
HAN
ICAL C
OD
E2011 N
EC - N
ATION
AL ELECTR
ICAL C
OD
E
THIS PR
OJEC
T IS DESIG
NED
TO M
EET ALL STATE AND
FEDER
AL REQ
UIR
EMEN
TSFO
R H
AND
ICAP AC
CESSIBILITY.
2012 TAS (TEXAS ACC
ESSIBILITY STAND
ARD
S)2010 AD
A STAND
ARD
S FOR
ACC
ESSIBLE DESIG
N
IT IS THE C
ON
TRAC
TOR
'S RESPO
NSIBILITY TO
CO
NSTR
UC
T THIS PR
OJEC
T INAC
CO
RD
ANC
E WITH
THESE C
OD
ES. ANY C
OD
E DISC
REPAN
CIES TH
AT EXIST INTH
E DESIG
N SH
OU
LD BE BR
OU
GH
T TO TH
E ATTENTIO
N O
F THE AR
CH
ITECT PR
IOR
TO C
ON
STRU
CTIO
N.
APPLICABLE C
OD
ES
CO
DE AN
ALYSIS AND
LIFE SAFTEY NO
TES
CO
DE R
EFEREN
CE
MEAN
S OF EG
RESS R
EQU
IREM
ENTS
SPRIN
KLERED
NO
N-SPR
INKLER
ED1.
MAXIM
UM
TRAVEL D
ISTANC
E TO EXIT:
300'200'
2.M
AXIMU
M D
EAD EN
D C
OR
RID
OR
:50'
20'3.
CO
MM
ON
PATH O
F TRAVEL:
100'75'
4.EXIT SEPAR
ATION
:1/3 O
F DIAG
ON
AL1/2 O
F DIAG
ON
AL5.
MIN
IMU
M C
OR
RID
OR
WID
TH:
44"44'
6.M
INIM
UM
OPEN
ING
OF EXIT D
OO
RS:
22
7.M
INIM
UM
RAM
P/STAIR W
IDTH
:44"
44"8.
EGR
ESS WID
TH PER
PERSO
N:
A.STAIR
S.3"/O
CC
UPAN
T.3"/O
CC
UPAN
TB.
OTH
ER EG
RESS C
OM
PON
ENTS
.2"/OC
CU
PANT
.2"/OC
CU
PANT
INTER
IOR
FINISH
REQ
UIR
EMEN
TS
1.FIN
ISH R
EQU
IREM
ENTS / O
CC
UPAN
CY:
FBC TABLE 803.5 (SPR
INKLER
ED)
2.EXITS
CLASS-A, FLAM
E SPREAD
01-26; SMO
KE DEVELO
PED 0-450
3.EXIT AC
CESS
CLASS-B, FLAM
E SPREAD
26-75; SMO
KE DEVELO
PED 0-450
4.O
THER
SPACES
CLASS-C
, FLAME SPR
EAD 76-200; SM
OKE D
EVELOPED
0-450
FIRE PR
OTEC
TION
REQ
UIR
EMEN
TS
1.M
ANU
AL FIRE ALAR
M BO
XES:M
IN. 5' FR
OM
EACH
EXIT2.
FIRE EXTIN
GU
ISHER
REQ
UIR
EMEN
TS PER:
NFPA 10 (1-6)
3.M
AXIMU
M AR
EA PER EXTIN
GU
ISHER
:11,250 SF
4.M
AXIMU
M TR
AVEL DISTAN
CE TO
EXTINQ
UISH
ER:
75'
ACC
ESSIBILITY REQ
UIR
EMEN
TS
1.A M
INIM
UM
60" X 60" LAND
ING
FOR
DIR
ECTIO
N C
HAN
GE AT TO
P OF R
AMP.
2.A M
INIM
UM
18" UN
OBSTR
UC
TED M
ANEU
VERIN
G C
LEARAN
CE O
N PU
LL SIDE O
F DO
OR
(S).3.
A MIN
IMU
M 12" U
NO
BSTRU
CTED
MAN
EUVER
ING
CLEAR
ANC
E ON
PUSH
SIDE O
F DO
OR
(S) IF DO
OR
HAS BO
TH A C
LOSER
AND
LATCH
. RESTR
OO
M AC
CESS AN
DC
LEARAN
CES PER
APPLICABLE PR
OVISIO
NS O
F FAC (W
ATER C
LOSETS), 4.16 (U
RIN
ALS), 4.18 (LAVATOR
IES), 4.19 (ACC
ESS AND
CLEAR
ANC
ES FOR
SHO
WER
).4.
ACC
ESSIBLE CO
UN
TER SU
RFAC
E NO
MO
RE TH
AN 34" A.F.F.
5.A M
INIM
UM
OF 36" W
IDE R
EAR G
RAB BAR
AT WATER
CLO
SET.5.
A MIN
IMU
M O
F 42" WID
E SIDE G
RAB BAR
AT WATER
CLO
SET.6.
LEVER H
ARD
WAR
E ON
NEW
OR
RE-H
UN
G D
OO
RS.
7.N
O KEY LO
CKS O
N EG
RESS SID
E OF D
OO
R.
CO
DE AN
ALYSIS
EXISTING
BUILD
ING
INFO
RAM
TION
:
LOC
ATION
:
CO
NSTR
UTIO
N TYPE:
II-ASPR
INKLER
ED:
NO
NU
MBER
OF FLO
OR
S:1 FLO
OR
TENAN
T FINISH
OU
T INFO
RM
ATION
:
AREA:
3167 SF
TYPE OF C
ON
STRU
CTIO
N:
TYPE V-BFIR
E PRO
TECTIO
N:
NO
N-SPR
INKLED
FIRE ALAR
M:
AUTO
MATIC
INTER
IOR
BEARIN
G W
ALL:0 H
OU
RIN
TERIO
R N
ON
-LOAD
BEARIN
G W
ALL:0 H
OU
RC
OR
RID
OR
S:1 H
OU
RFIR
E SEPARATIO
N:
2 HO
UR
PRO
JECT D
ESCIPTIO
N
THIS PR
OJEC
T IS AN IN
TERIO
R TEN
ANT FIN
ISHO
UT. TH
E PRO
JECT W
ILL INC
LUD
E ARC
HITEC
TUR
AL DESIG
N AN
D C
ON
STRU
CTIO
N TO
INC
LUD
E, BUT N
OT LIM
ITED TO
, MEC
HAN
ICAL,
ELECTR
ICAL, PLU
MBIN
G AN
D FIR
E PRO
TECTIO
N.
SCO
PE OF W
OR
KR
ENO
VATION
LEVEL1
FLOO
R AR
EA3167 SF
SCO
PE OF W
OR
K3167 SF
SCO
PE OF W
OR
K OC
CU
PANC
Y
TYPESQ
FTR
ATIOO
CC
. PER C
OD
E
BUSIN
ESS: GR
OU
P B3167 SF
1/100317
ASSEMBLY: G
RO
UP A-3
01/50
0
STOR
AGE
01/200
0
REC
EPTION
01/7
0
TOTAL SC
OPE O
F WO
RK O
CC
UPAN
CY
317
TOTAL O
CC
UPAN
CY ALLO
WED
BASED O
N EG
RESS W
IDTH
EGR
ESS
# OF EXITS
23
TOTAL EG
RESS W
IDTH
25.4"108.0"
CO
MM
ON
PATH O
F TRAVEL
100'-0"21'-0"
OVER
ALL MAXIM
UM
DISTAN
CE O
F TRAVEL
300'-0"106'-3"
SEPARATIO
N O
F EXITS39'-11"
79'-10"
REQ
UIR
EDPR
OPO
SED
N/A
AA
DD
CC
BB
3 3
1 1
2 2
EXIT
ENTR
ANC
EC
OVER
ED W
ALK
E2
E1
MAIN SPACE
2
ARTS &CRAFTS
10
MEN'S5
WO
MEN'S
6
OFFICE
8
PARTY ROO
M3
QUIET7
CR
ASH PIT
CR
ASH PIT
CR
ASH PIT
ACTIVITY4
RECEPTION
1
BREAK RM.
9
STORAGE
87' - 9 25/32" DIAGONAL
106'-3" TD
21'-0" CP
21'-0" CP18'-11" C
P
18'-1" CP
CFA
CFA
EXIT
ENTR
ANC
E
2 HR
. TENAN
TSEPAR
ATION
WALL
TENAN
TSEPAR
ATION
WALL
11'-2" CP
14'-2" CP
(39''-11 5/32" REQUIRED, 1/2 DIAGONAL)
79' - 10 5/16" SEPARATION
ENTR
ANC
E
EXIT
MA
RK
HA
RT A
RC
HIT
EC
TU
RE
2007 S. 1st Street, Suite 101Austin, TX 78704+1.512/910.7057w
ww
.markhartarch.com
XT
EAT
T S
EF
O
SA
ROBERLEJEUN
R BO ERTEJ
E UN
20802
TT
REGSTI EREDARCHITE
L
CT
EXP:11/30/17
21
3
BA C D E GF H
45
67
89
1011
I J LK M
2
N O
13
45
67
89
1011
1213
1415
1716
1819
2021
1213
1415
1716
1819
2021
DRAWN BY:
SHEET:
CHECKED BY:
REVISIONS:
CLIENT:
ISSUE DATE:
DESIGNED BY:
PROJECT NUM
BER:
PROJECT STATUS:
Copyright © 2016 by M
ark Hart
Architecture, INC
. All rightsreserved. The arrangem
entsdepicted herein are the soleproperty of M
ark Hart
Architecture, INC
. and may not
be reproduced in any formw
ithout written perm
ission.
A2.00
02/01/2017
LIFE SAFTY PLAN & CODE RESEARCH
RJL
RJL
RJL
WE ROCK THE SPECTRUM
CENTER OF THE HILLS SHOPPING CENTER7010 TX-71, STE 200, AUSTIN, TX 78735
SPECIAL N
EEDS R
ESOU
RC
ESJO
HN
KEMPF
4116 HAR
BOU
R ISLAN
D LAN
EO
XNAR
D, C
A. 93035+001.516/365.7708
PERM
IT SET
17-0039
02/01/2017
1/8" = 1'-0"A1
LEVEL 1-LIFE SAFETY0'
4'8'
16'
# DESCRIPTION DATE
SYMBO
LDESCRIPTIO
NREM
ARKS
IND
ICATES TO
BE DEM
OLISH
ED
IND
ICATES EXISTIN
G TO
REM
AIN
DEM
OLITIO
N PLAN
GEN
ERAL N
OTES
DEM
OLITIO
N PLAN
LEGEN
D
DEM
OLITIO
N PLAN
CO
DED
NO
TES
GENERAL DEM
OLITIO
N NOTES:
1.D
EMO
LITION
CO
NSISTS O
F PERFO
RM
ING
ALL DEM
OLITIO
N O
F EXISTING
CO
NSTR
UC
TION
WH
ICH
IN ITS PR
ESENT PO
SITION
WILL IN
TERFER
E WITH
THE
CO
MPLETED
NEW
CO
NSTR
UC
TION
AND
TO PER
FOR
M AN
Y OTH
ER C
UTTIN
GO
R PATC
HIN
G O
F EXISTING
CO
NSTR
UC
TION
AS SHO
WN
ON
THE D
RAW
ING
S.2.
CLEAN
BASE BUILD
ING
CU
RTAIN
WALL G
LASS, FRAM
ES AND
SILLS OR
DR
IPS, SPILLS AND
DEBR
IS. REPAIR
ANY D
AMAG
E CAU
SED BY D
EMO
LITION
.3.
ALL EXISTING
DO
OR
S, FRAM
ES, DO
OR
HAR
DW
ARE, LIG
HT FIXTU
RES,
SWITC
HES N
OT BEIN
G R
EUSED
FOR
THIS PR
OJEC
T SHALL BE R
EMO
VEDFR
OM
THE PR
OPER
TY BY THE C
ON
TRAC
TOR
.4.
PATCH
ALL FLOO
R, C
EILING
AND
WALL SU
RFAC
ES AS WELL AS ALL
ADJAC
ENT SU
RFAC
ES EFFECTED
BY DEM
OLITIO
N W
ITH SIM
ILAR M
ATERIALS
AS NEC
ESSARY TO
ACH
IEVE UN
IFOR
M, N
EW APPEAR
ANC
E (I.E. GW
BPER
IMETER
WALLS, D
EMISIN
G W
ALLS, CO
RE ETC
.). PATCH
ES SHALL BE
IMPER
CEPTIBLE.
5.IN
ALL AREAS W
HER
E DEM
OLITIO
N (R
EMO
VAL OF PAR
TITION
S, ETC.)
CAU
SES UN
EVENN
ESS IN TH
E FLOO
R. TH
E CO
NTR
ACTO
R SH
ALL PATCH
TOLEVEL TH
E FLOO
R TO
REC
EIVE FINISH
ED FLO
OR
ING
.
DEMO
LITION INCLUDES BUT IS NO
T LIMITED TO
THE FOLLO
WING
:1.
FUR
THER
DEM
OLITIO
N AD
MIN
ISTRATIVE R
EQU
IREM
ENTS AR
E TO BE
PRO
VIDED
PER SPEC
IFICATIO
NS SH
EET OR
MAN
UAL. IF N
EITHER
ISPR
OVID
ED, PLEASE C
ON
TACT AR
CH
ITECT IM
MED
IATELY FOR
VERIFIC
ATION
.
PARTITIONS:
1.R
EMO
VAL OF EXISTIN
G PAR
TITION
S, INC
LUD
ING
DO
OR
S, FRAM
ES, AND
THER
MO
STATS, ELECTR
ICAL W
ITHIN
PARTITIO
NS SH
ALL BE REM
OVED
ASIN
DIC
ATED O
N TH
E DR
AWIN
GS. G
C TO
RELO
CATE AN
Y THER
MO
STAT TO A
LOC
ATION
SUITABLE BY AR
CH
ITECT AN
D M
EP ENG
INEER
.2.
ALL EXISTING
DO
OR
S DESIG
NATED
FOR
REM
OVAL IN
CLU
DIN
G FR
AMES
SHALL BE R
EUSED
WH
ERE TH
E SAME TYPE D
OO
R IS APPLIC
ABLE U.N
.O..
ALL REU
SED D
OO
RS TO
BE REFIN
ISHED
/ REPAIN
TED AS SPEC
IFIED W
ITHBLEM
ISHES R
EPAIRED
. ALL EXISTING
HAR
DW
ARE SH
ALL BE RETAIN
ED FO
RR
EUSE AS N
OTED
IN TH
E DEM
OLITIO
N PLAN
STAND
ARD
S. ANY M
ATERIALS
SHALL BE G
RO
UPED
AND
STACKED
NEATLY IN
ON
E LOC
ATION
. PRO
TECT
ALL ITEMS FR
OM
DAM
AGE. IF ITEM
S REM
OVED
ARE N
OT R
EQU
IRED
BYEITH
ER O
WN
ER O
R TEN
ANT TH
EY SHALL BEC
OM
E THE PR
OPER
TY OF TH
EC
ON
TRAC
TOR
AND
REM
OVED
FRO
M TH
E SITE AS WO
RK PR
OG
RESSES.
CEILING:
1.R
EMO
VE EXISTING
LIGH
TS. EXISTING
LIGH
T FIXTUR
ES WILL N
OT BE R
EUSED
.2.
REM
OVE EXISTIN
G C
EILING
TILE AND
GR
ID. C
EILING
TILE AND
GR
ID W
ILL NO
TBE R
EUSED
.3.
DIFFU
SERS, EXIT SIG
NS, ETC
. SHALL BE R
EUSED
AS NO
TED IN
DEM
OLITIO
NPLAN
STAND
ARD
S IF IN G
OO
D C
ON
DITIO
N. PR
OTEC
T AND
NU
MBER
IN O
NE
LOC
ATION
. CO
OR
DIN
ATE WITH
ARC
HITEC
T.
FINISHES:1.
REM
OVE EXISTIN
G W
ALLCO
VERIN
G U
.N.O
.
POW
ER AND COM
MUNICATIO
N:1.
ALL ELECTR
ICAL, TELEPH
ON
E, DATA AN
D PLU
MBIN
G ITEM
S NO
T TO R
EMAIN
IN EXISTIN
G LO
CATIO
N SH
ALL BE REM
OVED
1/2" BEHIN
D TH
E FINISH
FAC
EO
F SUR
FACE. R
EMAIN
ING
HO
LES SHALL BE C
APPED AN
D PATC
HED
TOPR
OVID
E A FLUSH
SUR
FACE TH
AT WILL M
ATCH
ADJAC
ENT SU
RFAC
ES.
HVAC:1.
SALVAGE FO
R R
EUSE D
IFFUSER
S (INC
LUD
ING
SLOT D
IFFUSER
S) AS NO
TEDO
N D
EMO
LITION
PLAN STAN
DAR
DS.
2.LEAVE PER
IMETER
SLOT AN
D AN
Y ASSOC
IATED D
UC
TWO
RK IN
TACT.
PLUMBING
:1.
SPRIN
KLER M
AIN, PIPIN
G AN
D H
EADS AR
E TO R
EMAIN
FOR
FUTU
RE
RELO
CATIO
N.
DEBRIS REMO
VAL:1.
CO
ND
UC
T DEM
OLITIO
N O
PERATIO
N AN
D TH
E REM
OVAL O
F DEBR
IS AND
EQU
IPMEN
T TO IN
SUR
E MIN
IMU
M IN
TERFER
ENC
E WITH
EXISTING
BUSIN
ESSO
PERATIO
N. C
ON
SULT W
ITH BU
ILDIN
G O
WN
ER FO
R AN
Y RU
LES AND
REG
ULATIO
NS R
EGAR
DIN
G H
OU
RS, D
UM
PSTERS AN
D R
EMO
VAL.ELEVATO
R M
UST BE PR
OTEC
TED AN
D TIM
ING
MU
ST BE CO
OR
DIN
ATED W
ITHBU
ILDIN
G O
WN
ER. IN
SUR
E PRO
TECTIO
N O
F PERSO
NS AR
OU
ND
THE
DEM
OLITIO
N AR
EA. USE TEM
POR
ARY EN
CLO
SUR
ES AND
OTH
ER SU
ITABLEM
ETHO
DS TO
LIMIT TH
E AMO
UN
T OF D
UST AN
D D
IRT R
ISING
AND
SCATTER
ING
IN TH
E AIR TO
THE LO
WEST PR
ACTIC
AL LEVEL. CO
NTR
ACTO
RSH
ALL KEEP DEM
OLITIO
N D
EBRIS O
UT O
F THE BU
ILDIN
G C
OR
RID
OR
S.2.
RELO
CATIO
N O
F ITEMS IN
VOLVED
IN TH
E WO
RK IS SU
BJECT TO
THE
CO
NTR
ACTO
R'S ABILITY TO
DO
SO W
ITHO
UT PER
MAN
ENTLY D
AMAG
ING
OR
MAR
RIN
G TH
E ITEMS TO
BE RELO
CATED
. IF THE C
ON
TRAC
TOR
S IS UN
ABLETO
RELO
CATE TH
E ITEMS AS PR
ESCR
IBED. SU
BSTITUTIO
N O
F NEW
MATER
IAL IN LIEU
OF R
ELOC
ATION
IS ACC
EPTABLE. CO
NTR
ACTO
R M
AYELEC
T TO U
SE NEW
MATER
IALS TO M
ATCH
EXISTING
IN LIEU
OF
RELO
CATIO
N AT H
IS OW
N C
ON
VENIEN
CE FO
R N
O AD
DITIO
NAL C
OST.
3.D
EBRIS R
ESULTIN
G FR
OM
THE D
EMO
LITION
AND
CO
NSTR
UC
TION
SHALL BE
REM
OVED
FRO
M TH
E BUILD
ING
SITE ON
A DAILY BASIS.
4.C
LEAN AD
JACEN
T WO
RK O
F DU
ST, DIR
T AND
DEBR
IS CAU
SED BY
DEM
OLITIO
N O
PERATIO
NS. R
ETUR
N AD
JACEN
T AREAS TO
CLEAN
CO
ND
ITION
(SIMILAR
TO PR
IOR
DEM
OLITIO
N) AFTER
CO
MPLETIO
N.
MISCELLANEO
US REQUIREM
ENTS:1.
IF CO
NTR
ACTO
R D
ISCO
VERS EXISTIN
G C
ON
DITIO
NS W
HIC
H AR
E NO
TIN
DIC
ATED O
N TH
E DR
AWIN
GS. C
ON
TRAC
TOR
SHALL N
OTIFY TH
EAR
CH
ITECT IM
MED
IATELY BOTH
VERBALLY AN
D IN
WR
ITING
PRIO
R TO
PRO
CEED
ING
WITH
THAT PO
RTIO
N O
F THE W
OR
K.2.
EACH
SPECIFIC
ITEM O
F CU
TTING
, PATCH
ING
OR
FITTING
IS NO
TN
ECESSAR
ILY DESC
RIBED
EACH
SPECIFIC
ITEM O
F CU
TTING
, PATCH
ING
OR
FITTING
IS NO
T NEC
ESSARILY D
ESCR
IBED IN
STRU
CTIO
N FO
R C
UTTIN
G,
PATCH
ING
OR
FITTING
SHALL N
OT R
ELIEVE THE C
ON
TRAC
TOR
FRO
MR
ESPON
SIBILITY TO PER
FOR
M AS R
EQU
IRED
CO
MPLETIN
G TH
E WO
RK.
1.D
EMO
LITION
IS TO BE PER
FOR
MED
BY THE TEN
ANT'S C
ON
TRAC
TOR
UN
DER
THE
SEPARATE D
EMO
LOLITIO
N PER
MIT.
2.D
EMO
ALL EXISTING
FLOO
R C
OVER
ING
S, CASEW
OR
K, FIXTUR
ES AND
EQU
IPMEN
T.3.
IT IS THE C
ON
TRAC
TOR
S RESPO
NSIBILITY TO
CO
NTAC
T ARC
HITEC
T TO C
OO
RD
INATE
ANY Q
UESTIO
NABLE ITEM
S OR
TO R
EPOR
T ANY D
ISCR
EPANC
IES PRIO
R TO
CO
MM
ENC
ING
WO
RK.
AA
DD
EXIT
ENTR
ANC
E
CO
VERED
WALK
TENAN
T SEPARATIO
NW
ALL TO R
EMAIN
E2
E1
39' - 11 3/4"
7' - 11 3/4"
48' - 11 9/16"
79' - 9 3/8"
CC
BB
25' - 0 1/8" 30' - 0" 24' - 9 1/4"
3 3
1 1
40' - 11 1/2"
2 2
11' - 0 1/4"29' - 11 1/4"
24' - 8 1/8"4' - 11 1/2"
10' - 4 1/8"
8' - 3 1/2"
11' - 2 5/8" 4' - 10 7/8" 13' - 2 15/16" 24' - 8 9/16" 24' - 3"
8' - 3 3/4"
6' - 4 3/4"6' - 3 1/2"
22' - 10 7/16" 6' - 6" 37' - 6 1/4" 10' - 3 13/16" 1' - 1 1/2"
3' - 11 3/4"
6" STEEL CO
LUM
N
6" STEEL CO
LUM
N
AA
DD
CC
BB
3 3
1 1
2 2
EXIT
ENTR
ANC
E
CO
VERED
WALK
TENAN
T SEPARATIO
N W
ALL
E2
E1
39' - 11 3/4"
7' - 11 3/4"
48' - 11 9/16"
79' - 9 3/8"
25' - 0 1/8" 30' - 0" 24' - 9 1/4"
40' - 11 1/2"
11' - 0 1/4"29' - 11 1/4"
24' - 8 1/8"4' - 11 1/2"
10' - 4 1/8"
8' - 3 1/2"
11' - 2 5/8" 4' - 10 7/8" 13' - 2 15/16" 24' - 8 9/16" 24' - 3"
8' - 3 3/4"
6' - 4 3/4"6' - 3 1/2"
22' - 10 7/16" 6' - 6" 37' - 6 1/4" 10' - 3 13/16" 1' - 1 1/2"
3' - 11 3/4"
6" STEEL CO
LUM
N
6" STEEL CO
LUM
N
DINING AREA
1
KITCHEN2
OFFICE
3
DINING AREA
4
CORRIDOR5
R.R.6
R.R.7
STORAG
E8
MA
RK
HA
RT A
RC
HIT
EC
TU
RE
2007 S. 1st Street, Suite 101Austin, TX 78704+1.512/910.7057w
ww
.markhartarch.com
XT
EAT
T S
EF
O
SA
ROBERLEJEUN
R BO ERTEJ
E UN
20802
TT
REGSTI EREDARCHITE
L
CT
EXP:11/30/17
21
3
BA C D E GF H
45
67
89
1011
I J LK M
2
N O
13
45
67
89
1011
1213
1415
1716
1819
2021
1213
1415
1716
1819
2021
DRAWN BY:
SHEET:
CHECKED BY:
REVISIONS:
CLIENT:
ISSUE DATE:
DESIGNED BY:
PROJECT NUM
BER:
PROJECT STATUS:
Copyright © 2016 by M
ark Hart
Architecture, INC
. All rightsreserved. The arrangem
entsdepicted herein are the soleproperty of M
ark Hart
Architecture, INC
. and may not
be reproduced in any formw
ithout written perm
ission.
A3.00
02/01/2017
DEMOLITION PLAN
RJL
RJL
RJL
WE ROCK THE SPECTRUM
CENTER OF THE HILLS SHOPPING CENTER7010 TX-71, STE 200, AUSTIN, TX 78735
SPECIAL N
EEDS R
ESOU
RC
ESJO
HN
KEMPF
4116 HAR
BOU
R ISLAN
D LAN
EO
XNAR
D, C
A. 93035+001.516/365.7708
PERM
IT SET
17-0039
02/01/2017
1/8" = 1'-0"A9
LEVEL 1-DEMO
LITION
1/8" = 1'-0"A1
LEVEL 1-EXISTING
# DESCRIPTION DATE
REF.
GENRAL REQ
UIREMENTS:
1.C
ON
TRAC
TOR
SHALL BE R
ESPON
SIBLE FOR
ALL SHO
P DR
AWIN
GS AN
D SU
BMITTALS
REQ
UIR
ED BY JU
RISD
ICTIO
N FO
R PER
MITTIN
G AN
D FIN
AL INSPEC
TION
S. THESE M
AYIN
CLU
DE BU
T ARE N
OT LIM
ITED TO
FIRE ALAR
M, SPR
INKLER
, LOW
VOLTAG
E WO
RK
ETC. ALL LIG
HT FIXTU
RES AN
D FIN
ISH M
ATERIALS W
ILL REQ
UIR
E FULL PR
OD
UC
TSU
BMITTALS.
2.IN
STALLATION
, SUBM
ITTAL REQ
UIR
EMEN
TS AND
ADM
INISTR
ATIVE REQ
UIR
EMEN
TS ARE
TO BE PR
OVID
ED PER
SPECIFIC
ATION
S SHEET O
R M
ANU
AL. IF NEITH
ER IS PR
OVID
ED,
PLEASE CO
NTAC
T ARC
HITEC
T IMM
EDIATELY FO
R VER
IFICATIO
N.
3.C
ON
TRAC
TOR
TO TH
OR
OU
GH
LY FIELD VER
IFY SPACE PR
IOR
TO PR
ICIN
G TO
INSU
RE
FIELD C
ON
DITIO
NS, D
IMEN
SION
S AND
QU
ANTITIES AR
E CO
NSID
ERED
IN PR
EPARATIO
NO
F FINAL C
OSTS.
4.C
ON
TRAC
TOR
TO VER
IFY PENETR
ATION
S THR
OU
GH
PARTITIO
NS (SU
CH
ASD
UC
TWO
RK ETC
.) TO IN
SUR
E THAT AD
EQU
ATE BRAC
ING
AND
REIN
FOR
CEM
ENT AR
EPR
OVID
ED.
5.C
ON
TRAC
TOR
SHALL PR
OVID
E LABOR
+ MATER
IAL AS REQ
UIR
ED FO
R W
OR
K WH
ICH
MAY N
OT FALL IN
TO JU
RISD
ICTIO
N O
F A SPECIFIC
TRAD
E BUT IS R
EQU
IRED
FOR
PRO
PER JO
B EXECU
TION
AND
CO
MPLETIO
N O
F CO
NSTR
UC
TION
.6.
CO
NTR
ACTO
R AN
D VEN
DO
RS SH
ALL DETER
MIN
E AVAILABILITY OF ALL M
ATERIALS. AN
YD
ELIVERY SC
HED
ULE TH
AT POTEN
TIALLY MAY C
AUSE C
OO
RD
INATIO
N PR
OBLEM
SD
UR
ING
THE C
ON
STRU
CTIO
N / IN
STALLATION
SCH
EDU
LE SHALL BE BR
OU
GH
T TO TH
EATTEN
TION
OF TH
E ARC
HITEC
T EARLY O
N, FO
R PO
SSIBLE REEVALU
ATION
OF
MATER
IAL DESIG
NATIO
N.
GENERAL PARTITIO
N NOTES:
1.R
EFER TO
GEN
ERAL PAR
TITION
STAND
ARD
S FOR
TYPICAL IN
FOR
MATIO
N.
2.TH
E PARTITIO
N ABO
VE DO
OR
S SHALL BE O
F SAME C
ON
STRU
CTIO
N AS TH
E ADJAC
ENT
PARTITIO
N.
3.C
AULK G
APS WH
ERE IN
TERSEC
TION
S OF C
ON
STRU
CTIO
N ELEM
ENTS AR
E NO
T CR
ISPAN
D C
ON
SISTENT. C
OO
RD
INATE C
AULKIN
G & SEALIN
G W
ITH SPEC
IFICATIO
NS SH
EETO
R M
ANU
AL, INSTALL PER
MAN
UFAC
TUR
ERS IN
STRU
CTIO
NS.
4.FLO
OR
LEVEL AT DO
OR
WAYS SH
ALL BE PRO
VIDED
TO IN
SUR
E TOLER
ANC
ES IN D
OO
RD
ETAILS. GC
SHO
ULD
OR
DER
DO
OR
S AND
FRAM
ES FOR
SCR
IBE TO IN
SUR
E THAT
UN
DER
CU
T CLEAR
ANC
E PER D
ETAILS.5.
CO
NTR
ACTO
R SH
ALL VERIFY EXISTIN
G W
ALL / DEM
ISING
WALL / C
OR
E WALLS TO
INFILL
AND
PATCH
ANY O
PENIN
G TO
MEET R
EQU
IRED
FIRE R
ATING
S.DIM
ENSIONS:
1.SC
ALES AS STATED AR
E VALID O
N TH
E OR
IGIN
AL DR
AWIN
G O
NLY. D
O N
OT SC
ALEFR
OM
THESE D
RAW
ING
S. WR
ITTEN D
IMEN
SION
S TAKE PREC
EDEN
CE O
VER G
RAPH
ICPR
ESENTATIO
N. D
ETAIL DIM
ENSIO
NS TAKE PR
ECED
ENC
E OVER
PLAN D
IMEN
SION
S.2.
NO
TIFY ARC
HITEC
T OF AN
Y DIM
ENSIO
NAL D
ISCR
EPANC
IES. ANY M
OD
IFICATIO
NS O
RD
EVIATION
TO BE BR
OU
GH
T TO TH
E ATTENTIO
N O
F THE AR
CH
ITECT FO
R R
EVIEW AN
DAPPR
OVAL.
3.ALL VER
TICAL D
IMEN
SION
S SHALL BE TAKEN
FRO
M A "BEN
CH
MAR
K" OR
OTH
ERSIM
ILAR G
UID
E ESTABLISHED
PRIO
R TO
THE STAR
T OF C
ON
STRU
CTIO
N. H
IGH
POIN
TS,LO
W PO
INTS, IR
REG
ULAR
ITIES IN FLO
OR
SLAB WH
ICH
CO
ULD
AFFECT FABR
ICATIO
N /
INSTALLATIO
N, W
OR
K OF O
THER
TRAD
ES OR
VEND
OR
S SHALL BE BR
OU
GH
T TO TH
EATTEN
TION
OF AR
CH
ITECT.
MATERIALS:
1.U
.N.O
. INSTALL M
OISTU
RE R
ESISTANT G
WB AT AR
EAS EXPOSED
TO M
OISTU
RE
INC
LUD
ED BU
T NO
T LIMITED
TO TO
ILETS, BREAKR
OO
M C
OU
NTER
S AND
OTH
ER SIN
KLO
CATIO
NS. U
.N.O
. ON
DR
AWIN
GS, ALL W
ALLS ON
INTER
IOR
SIDE O
F SHO
WER
RO
OM
SAN
D TH
E PLUM
BING
WALL W
ITHIN
TOILET R
OO
MS AR
E TO IN
CLU
DE "AQ
UA TO
UG
H"
GW
B.2.
ALL NEC
ESSARY W
OO
D BLO
CKIN
G / G
RO
UN
DS ETC
. ARE TO
BE FIRE R
ETARD
ANT
TREATED
. GC
SHALL FU
LLY CO
OR
DIN
ATE SETTING
AND
PLACEM
ENT TO
THESE
ELEMEN
TS AND
INSU
RE TH
AT LOC
AL CO
DE / BU
ILDIN
G R
EQU
IREM
ENTS AR
E MET.
3.G
RO
UN
DS / BLO
CKIN
G M
AY NO
T BE WH
OLLY SH
OW
N O
N D
RAW
ING
. GO
OD
CO
NSTR
UC
TION
PRAC
TICE SH
ALL GO
VERN
/ DETER
MIN
E SAID U
SE.4.
INTER
NAL W
OO
D BLO
CKIN
G SH
ALL BE PRO
VIDED
FOR
STUR
DY AN
CH
OR
AGE AT
INTER
SECTIO
NS O
F WO
OD
/GLASS BO
RR
OW
ED LIG
HT PAR
TITION
S AND
ADJAC
ENT
DR
YWALL C
ON
STRU
CTIO
N.
AA
DD
CC
BB
3 3
1 1
2 2
EXIT
ENTR
ANC
EC
OVER
ED W
ALK
2 HR
. TENAN
TSEPAR
ATION
WALL
E2
E1
79' - 9 3/8"
25' - 0 1/8" 30' - 0" 24' - 9 1/4"
40' - 11 1/2"
11' - 0 1/4"29' - 11 1/4"
8' - 3 1/2"
24' - 3"
6' - 4 3/4"6' - 3 1/2"
1488.82 SF
MAIN SPACE
2
ARTS &CRAFTS
10
MEN'S5
WO
MEN'S
6
8' - 0" 1' - 1 1/2"
EXISTING
6"STEEL C
OLU
MN
CLIM
BING
WALL
11' - 0"
4' - 0"
10' - 0"
OFFICE
8
PARTY ROO
M3
11' - 1 1/2"
QUIET7
EQEQ
EXIT
4' - 0"4' - 0"
2' - 2"
8' - 0"
18" D. 42" H
.BAR
TOP
30" D. 34" H
.C
OU
NTER
TOP
(ADA C
OM
PLIANT)
13' - 0"
15' - 0" 42' - 0" 1' - 0"
CR
ASH PIT
CR
ASH PIT
CR
ASH PIT
ZIPLINE PO
ST
12' - 0"8' - 3 3/4" 37' - 3 1/4"
ACTIVITY4
ZIPLINE PO
ST
ZIPLINE PO
ST
5' - 2 1/16"
8' - 0"8' - 0"
RECEPTION
1
10' - 0"17' - 2 3/4"
11' - 11 1/4"
BREAK RM.
9
9' X 6' ENG
.STEELFR
AME
16' X 20'EN
G.
STEELFR
AME
4' - 0"
5' - 10 1/2"
8' W. BU
LLETINBO
ARD
8' W. SLAT
BOAR
D
5' - 0" 4' - 0"
STORAGE
A4.00K17
A4.00F17
A4.00A17
E1
1.6" (20 G
AUG
E MTL STU
D) @
16"O
.C. TO
BOTTO
M R
OO
F DEC
K.2.
(2) LAYERS 5/8" TYPE "X" G
YP.TO
BOTTO
M O
F DEC
K.3.
R-21 SO
UN
D ATTEN
UATIO
NBATTS.
3
8 9/16"
12
3
NO
TE: FIRE C
AULK PER
CO
DE
REQ
UIR
EMEN
TS
2 HOUR RATED
DEMISING
WALL
1.3 5/8" (20 G
AUG
E MTL STU
D) @
24" O.C
. TO 6" ABO
VEAD
JACEN
T CEILIN
G.
2.5/8" G
YP. BD. FU
LL HT. O
FSTU
DS.
1
4 7/8"
12
1.3 5/8" (20 G
AUG
E MTL STU
D) @
24" O.C
. TO 6" ABO
VEAD
JACEN
T CEILIN
G.
2.5/8" G
YP. BD. FU
LL HT. O
FSTU
DS.
3.SO
UN
D ATTEN
UATIO
N BATTS.
2
4 7/8"
12
3
1.3 5/8" (20 G
AUG
E MTL STU
D) @
24" O.C
. TO 6" ABO
VE ADJAC
ENT
CEILIN
G.
2.5/8" G
YP. BD. FU
LL HT. O
FSTU
DS.
3.EXISTIN
G H
OR
IZON
TAL GIR
TS.4.
EXISTING
INSU
LATION
.5.
EXISTING
METAL PAN
ELC
LADD
ING
.
41
23
45
1' - 6"6"
1.D
OO
RS SH
ALL BE LOC
ATED 6" FR
OM
ADJAC
ENT W
ALL ON
HIN
GE SID
E OR
ASFO
LLOW
S BELOW
, U.N
.O.
2.SEE SH
EET A0.11 FOR
ACC
ESIBILITYR
EQU
IREM
ENTS.
GENERAL NO
TE:PATC
H AN
D R
EPAIR ALL D
AMAG
E TOEXISTIN
G W
ALLS TO R
EMAIN
, AS NEED
ED.
PREP W
ALLS FOR
NEW
PRIM
ER/PAIN
T.
REEFER
TO D
OO
R SC
HED
ULE FO
RD
ETAILED IN
FOR
MATIO
N
1EXISTIN
G D
OO
R TO
REM
AIN
2ELEC
TRIC
AL PANELS LO
CATIO
N (R
EFER TO
MEP D
RAW
ING
S FOR
EXACT
LOC
ATION
). WALL M
AY NEED
TO BE BU
LT OU
T TO ALLO
W PAN
EL FACE TO
BE FLUSH
WITH
WALL IF N
ECC
ESSARY.
3W
ALL MO
UN
TED 1'-11" X 2'-11" M
IRR
OR
AT 3'-4" MAX FR
OM
FLOO
R FIN
ISHTO
REFLEC
TIVE SUR
FACE, C
ENTER
ED O
N W
ALL.
AA
DD
CC
BB
3 3
1 1
2 2
A4.00K9
687.75 SF
STORAG
E/MECHANICAL
12A4.00
A7
AT
T S
XE
TE
FO
SA
MARKW.HART
20562
REGISTEREDARCHITECT
21
3
BA C D E GF H
45
67
89
1011
I J LK M
2
N O
13
45
67
89
1011
1213
1415
1716
1819
2021
1213
1415
1716
1819
2021
Copyright©
2014 by VERB Architecture, LLC
. All rightsreserved. The arrangem
ents depicted herein are the soleproperty of VER
B Architecture, LLC and m
ay not bereproduced in any form
without w
ritten permission.
DRAWN BY:
SHEET:
CHECKED BY:
REVISIONS:
CLIENT:
ISSUE DATE:
DESIGNED BY:
PROJECT NUM
BER:
PROJECT STATUS:
EXP:2017-01-31
2007 S. 1ST STREET AU
STIN, TX 78704
512-680-7905
MAR
K HAR
T, AIA, LEED AP
A3.10
02/01/2017
PROPOSED PLAN
RJL
RJL
RJL
WE ROCK THE SPECTRUMCENTER OF THE HILLS SHOPPING
CENTER7010 TX-71, STE 200, AUSTIN, TX 78735
SPECIAL N
EEDS R
ESOU
RC
ESJO
HN
KEMPF
4116 HAR
BOU
R ISLAN
D LAN
EO
XNAR
D, C
A. 93035+001.516/365.7708
PERM
IT SET
17-0039
# DESCRIPTION DATE
12" = 1'-0"A18
FLOO
R PLAN GENERAL NO
TES 1/8" = 1'-0"
A9LEVEL 1-PRO
POSED
0'4'
8'16'
1" = 1'-0"K18
PARTITION TYPE SCHEDULE
1/4" = 1'-0"H18
PARTITION PLAN TYPICAL
12" = 1'-0"
FLOO
RPLAN KEY NOTES
1/8" = 1'-0"A1
LEVEL 2-PROPO
SED
3R
EFLECTED
CEILIN
G LEG
END
2R
EFLECTED
CEILIN
G LEG
END
SYMBO
LD
ESCR
IPTION
TYPE
AB
2' X 2' LAY-IN AC
OU
STICAL TILE C
EILING
SYSTEM- ALL N
EW TILE & G
RID
ARE TO
BE USG
,FIN
E FISSUR
ED, TEG
ULAR
9/16 -WH
ITE
GYPSU
M BO
ARD
ON
DR
YWALL
SUSPEN
SION
SYSTEM - SH
OW
ERSTALLS PT-5 W
HITE PAIN
T
SYMBO
L6" R
ECESSED
FLUO
RESC
ENT D
OW
NLIG
HT W
ITH C
LEAR APER
TUR
E
DESC
RIPTIO
N
B
A2X4 3 LAM
P T8 FIXTUR
E
EXIST SIGN
S
REFLEC
TED C
EILING
PLAN G
ENER
AL NO
TES4 G
ENERAL REQUIREM
ENTS1.
REFER
TO PAR
TITION
PLAN FO
R TYPIC
AL GEN
ERAL R
EQU
IREM
ENTS IN
CLU
DIN
GSU
BMITTAL R
EQU
IREM
ENTS.
GEN
ERAL C
EILING
NO
TES:2.1.1 R
EFER TO
GEN
ERAL R
EFLECTED
CEILIN
G STAN
DAR
DS FO
R TYPIC
ALIN
FOR
MATIO
N.
2.1.2 INSPEC
TION
S AS REQ
UIR
ED BY LO
CAL AU
THO
RITIES SH
ALL BE CO
MPLETED
PRIO
R TO
CLO
SING
OF C
EILING
.2.1.3 C
EILING
PLANE SH
ALL BE LEVEL AND
TRU
E AND
IN ALIG
NM
ENT W
ITH ALL LIG
HT
SPRIN
KLER, H
VAC AN
D O
THER
ELEMEN
TS INC
OR
POR
ATED IN
ITS CO
NSTR
UC
TION
2.1.4 FASCIAS / SO
FFITS SHALL BE LEVEL AN
D TR
UE, FR
EE OF SU
RFAC
E DISTO
RTIO
NAN
D D
IMEN
SION
ED AC
CO
RD
ING
TO D
ETAILS SHO
WN
.2.1.5 M
ECH
ANIC
AL, HVAC
AND
PLUM
BING
ELEMEN
TS SHALL AT N
O TIM
E CO
ME IN
CO
NTAC
T WITH
CEILIN
G C
ON
STRU
CTIO
N EXC
EPT AS NEC
ESSARY PEN
ETRATIO
NS M
AYR
EQU
IRE.
2.1.6 DIM
ENSIO
NS:
A. SCALES AS STATED
ARE VALID
ON
THE O
RIG
INAL D
RAW
ING
ON
LY. DO
NO
T SCALE
FRO
M TH
ESE DR
AWIN
GS. W
RITTEN
DIM
ENSIO
NS TAKE PR
ECED
ENC
E OVER
GR
APHIC
PRESEN
TATION
. DETAIL D
IMEN
SION
S TAKE PREC
EDEN
CE O
VER PLAN
DIM
ENSIO
NS.
B. NO
TIFY ARC
HITEC
T OF AN
Y DIM
ENSIO
NAL D
ISCR
EPANC
IES. ANY M
OD
IFICATIO
NS O
RD
EVIATION
TO BE BR
OU
GH
T TO TH
E ATTENTIO
N O
F THE AR
CH
ITECT FO
R R
EVIEW AN
DAPPR
OVAL.
C. LIG
HTS SH
OW
N IN
2x2 CEILIN
G TILES SH
ALL BE CEN
TERED
IN TH
AT TILE, U.N
.O.
D. C
ON
TRAC
TOR
TO C
OO
RD
INATE W
ITH AR
CH
ITECT IF AN
Y LOC
ATION
OF LIG
HT
FIXTUR
ES OR
DEVIC
ES ARE N
OT SH
OW
N D
IMEN
SION
ALLY PRIO
R TO
INSTALLATIO
N.
2.1.7 PRO
VIDE SEM
I-RIG
ID SO
UN
D ATTEN
UATIO
N BLAN
KETS WH
ERE IN
DIC
ATED O
ND
ETAILS OR
PLAN.
2.1.8 CO
NTR
ACTO
R SH
ALL VERIFY W
ITH BU
ILDIN
G M
ANAG
EMEN
T IF ENER
GY
MAN
AGEM
ENT SYSTEM
IS IN U
SE AND
IF TENAN
T SYSTEMS AR
E REQ
UIR
ED TO
BE TIEDIN
TO SAID
MAN
AGEM
ENT SYSTEM
. THIS W
OR
K SHALL BE PAR
T OF TH
E OVER
ALLC
ON
TRAC
T IF REQ
UIR
ED.
2.2 CO
OR
DIN
ATION
ACC
ESS:2.2.1 AC
CESS SH
ALL BE PRO
VIDED
BY GC
AS REQ
UIR
ED FO
R IN
STALLATION
AND
MAIN
TENAN
CE O
F MEC
HAN
ICAL, ELEC
TRIC
AL, DATA AN
D O
THER
ELEMEN
TS WITH
INC
EILING
PLENU
M AN
D AS R
EQU
IRED
BY CO
DE. TH
IS ACC
ESS SHALL BE R
EVIEWED
WITH
THE BASE BU
ILDIN
G EN
GIN
EER TO
CO
NFIR
M SU
ITABILITY FOR
GEN
ERAL
MAIN
TENAN
CE.
2.2.2 LOC
ATION
S FOR
SPECIAL AC
CESS D
OO
RS, H
ATCH
ES SHALL BE C
OO
RD
INATED
WITH
OTH
ER TR
ADES AN
D APPR
OVED
BY THE AR
CH
ITECT. ELEC
TRIC
AL, MEC
HAN
ICAL
SYSTEMS AN
D VALVES ETC
.. REQ
UIR
ING
ACC
ESS ABOVE G
WB O
R H
ARD
CEILIN
GS
SHALL BE M
OVED
TO A SU
ITABLE LOC
ATION
IDEN
TIFIED BY TH
E ARC
HITEC
T SO TH
ATAC
CESS H
ATCH
ES ARE N
OT R
EQU
IRED
.2.2.3 PR
OVID
E LINED
"Z" BOO
TS AT ALL TRAN
SFER D
UC
TS AND
WH
ERE R
ETUR
NVEN
TILATION
IS REQ
UIR
ED AT FU
LL HEIG
HT
PARTITIO
NS.
2.2.4 MEC
HAN
ICAL AN
D ELEC
TRIC
AL CO
NTR
ACTO
R SH
ALL CO
OR
DIN
ATE WO
RK
BETWEEN
THE EN
GIN
EERIN
G AN
D TH
E ARC
HITEC
TUR
AL DR
AWIN
GS:
ARC
HITEC
TUR
AL CEILIN
G PLAN
SHALL G
OVER
N W
ITH R
ESPECT TO
AESTHETIC
CO
NSID
ERATIO
NS, Q
UAN
TITY, LOC
ATION
S FOR
FIXTUR
ES, DEVIC
ES ETC.
CO
NTR
ACTO
R SH
ALL BE RESPO
NSIBLE FO
R VER
IFICATIO
N O
F QU
ANTITIES (N
EW O
REXISTIN
G) IN
DIC
ATED O
N PLAN
S.
MEC
HAN
ICAL AN
D ELEC
TRIC
AL CEILIN
G PLAN
SHALL G
OVER
N W
ITH R
ESPECT TO
FUN
CTIO
NAL C
ON
SIDER
ATION
S AND
OVER
ALL SCO
PE OF W
OR
K.
2.3 LAMPIN
G / SW
ITCH
ING
:2.3.1 W
HEN
ENG
INEER
ING
DO
CU
MEN
TS DO
NO
T EXIST:ALL D
OW
NLIG
HTS (IN
CAN
DESC
ENT O
R LO
W VO
LTAGE) SH
ALL BE ON
A SING
LE DIM
MER
RESPEC
TIVELY.ALL W
ALL WASH
ERS SH
ALL BE ON
DIM
MER
S PER AR
CH
ITECT'S IN
STRU
CTIO
N.
CO
NSU
LT WITH
ARC
HITEC
T FOR
QU
ANTITY IN
A GIVEN
RO
OM
.ALL O
FFICES SH
ALL BE SWITC
HED
IND
EPEND
ENTLY.
ALL CO
RR
IDO
R SH
ALL BE ON
A TIMED
SWITC
H BAN
K PER Q
UAD
RAN
T IN A LO
CATIO
NC
OO
RD
INATED
BY THE AR
CH
ITECT.
2.4 G.C
TO R
ELOC
ATE SPRIN
KLER H
EADS AS R
EQU
IRED
AND
OBTAIN
NEC
ESSARY
ENG
INEER
ING
PERM
ITS REQ
UIR
ED, IF APPLIC
ABLE.
9'-0" A.F.F. | BC
EILING
HEIG
HT FR
OM
A.F.F. (VERIFY
ALL EXISTING
CO
ND
ITION
S)C
EILING
TYPE
CEILIN
GSYM
BOL
CH
ANG
ING
PEND
ANT
OPEN
TO ABO
VE
2' - 0"A.F.F.
A10' - 0"
A.F.F.A
8' - 6"
A.F.F.B
8' - 6"A.F.F.B
8' - 6"
A.F.F.A
8' - 6"
A.F.F.A
8' - 6"
A.F.F.A
8' - 6"
A.F.F.A
8' - 6"
OPEN
TO ABO
VE
2' - 0"1' - 2"1' - 1 3/4"6"
10 1/2"
1' - 1 1/2"5 5/8"
5 7/16"
9 1/8"10"
1' - 1 1/4"
1' - 6"
1' - 3"
6"6"
7 3/4" 7 1/2"
BAB
AA
A
A
A
1' - 6"
1' - 6"
A
AAA
EQEQ
EQ8' - 0"
8' - 0"EQ
EQEQ
CC
CCCC
C
CC
CCC
C
C
CC
C
EQ EQ EQ EQ EQ EQ EQ
CC
C
ABAB
AT
T S
XE
TE
FO
SA
MARKW.HART
20562
REGISTEREDARCHITECT
21
3
BA C D E GF H
45
67
89
1011
I J LK M
2
N O
13
45
67
89
1011
1213
1415
1716
1819
2021
1213
1415
1716
1819
2021
Copyright©
2014 by VERB Architecture, LLC
. All rightsreserved. The arrangem
ents depicted herein are the soleproperty of VER
B Architecture, LLC and m
ay not bereproduced in any form
without w
ritten permission.
DRAWN BY:
SHEET:
CHECKED BY:
REVISIONS:
CLIENT:
ISSUE DATE:
DESIGNED BY:
PROJECT NUM
BER:
PROJECT STATUS:
EXP:2017-01-31
2007 S. 1ST STREET AU
STIN, TX 78704
512-680-7905
MAR
K HAR
T, AIA, LEED AP
A3.20
02/01/2017
RCP & LIGHTING PLAN
RJL
RJL
RJL
WE ROCK THE SPECTRUMCENTER OF THE HILLS SHOPPING
CENTER7010 TX-71, STE 200, AUSTIN, TX 78735
SPECIAL N
EEDS R
ESOU
RC
ESJO
HN
KEMPF
4116 HAR
BOU
R ISLAN
D LAN
EO
XNAR
D, C
A. 93035+001.516/365.7708
PERM
IT SET
17-0039
# DESCRIPTION DATE
1/4" = 1'-0"2
Level 1-Proposed-R.C.P.
REF.
MEN'S5
A4.00
K13
K1
K5
K960" X 66"C
LEARFLO
OR
AREA
ADA TO
ILET
30" X 48"C
LEARFLO
OR
AREA
MIR
RO
RSO
APD
ISPENSO
R
PAPERTO
WEL
DISPEN
SOR
ADA W
ALLM
OU
NTED
SINK W
/ PIPEPR
OTEC
TION
TOILET
TISSUE
DISPEN
SOR
ADA G
RAB
BARS
30" X 48"C
LEARFLO
OR
AREA
UR
INAL
8' - 3 1/2"
6"
3' - 6"1' - 0"
6"3' - 0"
1' - 6"
3' - 4"
1' - 4"
A4.00
F5
F13
F9F1
60" X 66"C
LEARFLO
OR
AREA
30" X 48"C
LEARFLO
OR
AREA
SOAP
DISPEN
SOR
TOILET
TISSUE
DISPEN
SOR
ADA G
RAB
BARS
PAPERTO
WEL
DISPEN
SOR
48" X 60"C
LEARFLO
OR
AREA
48" X 60"C
LEARFLO
OR
AREA
6"3' - 0"
3' - 4"
1' - 0"3' - 6"3' - 4"
ADA TO
ILET
8' - 3 1/2"
6' - 3 7/16"
6"
A4.00
A12
A7
2' - 0"
4' - 0"
4' - 1 3/4"
10 7/16"
4' - 0"
CFA
CFA
CFA
30X48C
FA30X48
W/D
4' - 0"
PAINT
TILE
ADA G
RAB
BARSTO
ILETTISSU
ED
ISPENSO
R
ADA TO
ILET
1' - 0"3' - 6"
3' - 0"3' - 4"
3' - 4" 1' - 6"
7"
1' - 3"
PAPERTO
WEL
DISPEN
SOR
ADA W
ALLM
OU
NTED
SINK W
/ PIPEPR
OTEC
TION
UR
INAL
3' - 4"
2' - 10"
1' - 5"
MIR
RO
R
MAX.3' - 4"
MAX.1' - 5"
2' - 10"
SOAP
DISPEN
SOR
ADA W
ALLM
OU
NTED
SINK W
/ PIPEPR
OTEC
TION
UR
INAL
ADA TO
ILET
ADA G
RAB
BARS
TOILET
TISSUE
DISPEN
SOR
MIR
RO
RPAPERTO
WEL
DISPEN
SOR
3' - 0"6"
3' - 0"
1' - 6"
3' - 0"1' - 8"2' - 10"
1' - 11 1/4"2' - 9"
2' - 9"1' - 6"
2' - 9"2' - 9"
1' - 6"
2' - 10" 1' - 8" 3' - 0"
3' - 4 1/4"2' - 9"
1' - 6"
3' - 0"2' - 9"
1' - 6"
3' - 6"1' - 0"
7"
1' - 3"
3' - 0"
3' - 4"
1' - 6"3' - 4"
3' - 4"
3' - 4"
2' - 10"
6"3' - 0"
1' - 3"
1' - 6"
4' - 0"3' - 0"
2' - 10"
MIR
RO
R
SOAP
DISPEN
SOR
ADA W
ALLM
OU
NTED
SINK W
/ PIPEPR
OTEC
TION
4' - 0"
4' - 0"
TILE
PAINT
MA
RK
HA
RT A
RC
HIT
EC
TU
RE
2007 S. 1st Street, Suite 101Austin, TX 78704+1.512/910.7057w
ww
.markhartarch.com
XT
EAT
T S
EF
O
SA
ROBERLEJEUN
R BO ERTEJ
E UN
20802
TT
REGSTI EREDARCHITE
L
CT
EXP:11/30/17
21
3
BA C D E GF H
45
67
89
1011
I J LK M
2
N O
13
45
67
89
1011
1213
1415
1716
1819
2021
1213
1415
1716
1819
2021
DRAWN BY:
SHEET:
CHECKED BY:
REVISIONS:
CLIENT:
ISSUE DATE:
DESIGNED BY:
PROJECT NUM
BER:
PROJECT STATUS:
Copyright © 2016 by M
ark Hart
Architecture, INC
. All rightsreserved. The arrangem
entsdepicted herein are the soleproperty of M
ark Hart
Architecture, INC
. and may not
be reproduced in any formw
ithout written perm
ission.
A4.00
02/01/2017
INTERIOR ELEVATIONS
RJL
RJL
RJL
WE ROCK THE SPECTRUM
CENTER OF THE HILLS SHOPPING CENTER7010 TX-71, STE 200, AUSTIN, TX 78735
SPECIAL N
EEDS R
ESOU
RC
ESJO
HN
KEMPF
4116 HAR
BOU
R ISLAN
D LAN
EO
XNAR
D, C
A. 93035+001.516/365.7708
PERM
IT SET
17-0039
02/01/2017
3/8" = 1'-0"K17
MEN'S RESTRO
OM
ENLARGED PLAN
3/8" = 1'-0"F17
WO
MEN'S RESTRO
OM
ENLARGED PLAN
3/8" = 1'-0"A17
BREAK ROO
M ENLARG
ED PLAN
3/8" = 1'-0"K13
INTERIOR ELEVATIO
N - MEN'S RESTRO
OM
1 3/8" = 1'-0"
K1INTERIO
R ELEVATION - M
EN'S RESTROO
M 4
3/8" = 1'-0"K9
INTERIOR ELEVATIO
N - MEN'S RESTRO
OM
2 3/8" = 1'-0"
K5INTERIO
R ELEVATION - M
EN'S RESTROO
M 3
3/8" = 1'-0"A12
KITCHEN ELEVATION A
3/8" = 1'-0"A7
KITCHEN ELEVATION B
# DESCRIPTION DATE
3/8" = 1'-0"F9
INTERIOR ELEVATIO
N - WO
MEN'S
RESTROO
M 2
3/8" = 1'-0"F13
INTERIOR ELEVATIO
NS - WO
MEN'S
RESTROO
M 1
3/8" = 1'-0"F1
INTERIOR ELEVATIO
N - WO
MEN'S
RESTROO
M 4
3/8" = 1'-0"F5
INTERIOR ELEVATIO
N - WO
MEN'S
RESTROO
M 3
CO
NC
RETE FLO
OR
META
L TRA
CK
POW
ER D
RIV
ENFA
STENER
OR
EXPA
NSIO
NA
NC
HO
R TO
CO
NC
RETE SLA
B, TYP.
16" ON
CEN
TER
5/8" GY
P. BD. O
N BO
THSID
ESSH
EET META
L SCR
EWS
WH
ERE D
ISTAN
CE EX
CEED
S6', A
LTERN
ATE D
IREC
TION
OF
BRA
CIN
G BO
XED
STUD
S,BA
CK-TO
-BAC
K STUD
S OR
STRU
CTU
RA
L SHA
PES MA
Y BE
REQ
UIR
ED
AN
GLE A
T EAC
H BR
AC
E
AN
GLE A
T EAC
H BR
AC
E
CO
NC
RETE SLA
B
EXPA
NSIO
N A
NC
HO
RS TO
CO
NC
RETE
SCH
EDU
LEDM
OLD
ING
SUSPEN
DED
CEILIN
GSYSTEM
5/8" GYP. BD
.
PRO
VIDE IN
TERM
EIDATE
STUD
BRC
ING
3 5/8" METAL STU
DS (20
GAU
GE) @
16" O.C
.3 5/8" M
ETAL RU
NN
ERC
HAN
NEL AN
CH
OR
TOSLAB
BASE AS SCH
EDU
LED
CO
NTIN
UO
US
ACO
USTIC
SEALANT
CEILIN
G TYPES VAR
Y,R
EFER TO
RC
P.
B.O. C
EILING
HEIG
HT A.F.F.
6"**NO
TE - INSTALL FIBER
OC
K "AQU
A TOU
GH
"W
ALL BOAR
D AT ALL IN
TERIO
R W
ALLS IN TH
ER
ESTRO
OM
S & SHO
WER
RO
OM
S, ON
LY.
SCH
EDU
LEDM
OLD
ING
CEILIN
G SYSTEM
-SEER
CP FO
R TYPE
SOU
ND
ATTENU
ATION
BLANKET (S.A.B.)
3 5/8" METAL STU
DS (20
GAU
GE) @
16" O.C
.3 5/8" M
ETAL RU
NN
ERC
HAN
NEL AN
CH
OR
TOSLAB
**NO
TE - INSTALL FIBER
OC
K "AQU
A TOU
GH
"W
ALL BOAR
D AT ALL IN
TERIO
R W
ALLS IN TH
ER
ESTRO
OM
S & SHO
WER
RO
OM
S, ON
LY.
CO
NTIN
UO
US
ACO
USTIC
SEALANT
3 5/8" METAL R
UN
NER
CH
ANN
ELAN
CH
OR
TO STR
UC
TUR
EABO
VE
B.O. C
EILING
HEIG
HT A.F.F.
5/8" GYP. BD
.
BASE AS SCH
EDU
LED
CO
NTIN
UO
US
ACO
USTIC
SEALANT
SOU
ND
ATTENU
ATION
BLANKET (S.A.B.) AT ALL
CEILIN
GS
1"
EXISTING
EXTERIO
R W
ALL
ADJAC
ENT TEN
ANT
TENAN
T SPACE
SCH
EDU
LEDM
OLD
ING
SUSPEN
DED
CEILIN
GSYSTEM
SOU
ND
ATTENU
ATION
BLANKET (S.A.B.)-M
IN. STC
4 OF 10 dBs
6" METAL STU
DS (20
GAU
GE) @
16" O.C
.6" M
ETAL RU
NN
ERC
HAN
NEL AN
CH
OR
TOSLAB
CO
NTIN
UO
US
ACO
USTIC
SEALANT
6 METAL R
UN
NER
CH
ANN
ELAN
CH
OR
TO STR
UC
TUR
EABO
VE
B.O. C
EILING
HEIG
HT A.F.F.
CO
NTIN
UO
US
ACO
USTIC
SEALANT
(2) LAYERS O
F 5/8" GYP. BD
.
SCH
EDU
LEDM
OLD
ING
SUSPEN
DED
CEILIN
GSYSTEM
5/8" GYP. BD
.
PRO
VIDE IN
TERM
EIDATE
STUD
BRC
ING
3 5/8" METAL STU
DS (20
GAU
GE) @
16" O.C
.3 5/8" M
ETAL RU
NN
ERC
HAN
NEL AN
CH
OR
TOSLAB
BASE AS SCH
EDU
LED
CO
NTIN
UO
US
ACO
USTIC
SEALANT
CEILIN
G TYPES VAR
Y,R
EFER TO
RC
P.
B.O. C
EILING
HEIG
HT A.F.F.
6"**NO
TE - INSTALL FIBER
OC
K "AQU
A TOU
GH
"W
ALL BOAR
D AT ALL IN
TERIO
R W
ALLS IN TH
ER
ESTRO
OM
S & SHO
WER
RO
OM
S, ON
LY.
SOU
ND
ATTENU
ATION
BLANKET (S.A.B.)
MA
RK
HA
RT A
RC
HIT
EC
TU
RE
2007 S. 1st Street, Suite 101Austin, TX 78704+1.512/910.7057w
ww
.markhartarch.com
XT
EAT
T S
EF
O
SA
ROBERLEJEUN
R BO ERTEJ
E UN
20802
TT
REGSTI EREDARCHITE
L
CT
EXP:11/30/17
21
3
BA C D E GF H
45
67
89
1011
I J LK M
2
N O
13
45
67
89
1011
1213
1415
1716
1819
2021
1213
1415
1716
1819
2021
DRAWN BY:
SHEET:
CHECKED BY:
REVISIONS:
CLIENT:
ISSUE DATE:
DESIGNED BY:
PROJECT NUM
BER:
PROJECT STATUS:
Copyright © 2016 by M
ark Hart
Architecture, INC
. All rightsreserved. The arrangem
entsdepicted herein are the soleproperty of M
ark Hart
Architecture, INC
. and may not
be reproduced in any formw
ithout written perm
ission.
A5.00
02/01/2017
SECTIONS & DETAILS
RJL
RJL
RJL
WE ROCK THE SPECTRUM
CENTER OF THE HILLS SHOPPING CENTER7010 TX-71, STE 200, AUSTIN, TX 78735
SPECIAL N
EEDS R
ESOU
RC
ESJO
HN
KEMPF
4116 HAR
BOU
R ISLAN
D LAN
EO
XNAR
D, C
A. 93035+001.516/365.7708
PERM
IT SET
17-0039
02/01/2017
1W
ALL TYPE 1-NR WALL 6" ABO
VE CLG.
4W
ALL TYPE 4-NR WALL TO
STRUCTURE
5DETAIL: W
ALL TYPE 1-NR WALL TO
STRUCTURE
2W
ALL TYPE 3-2HR WALL TO
STRUCTURE
3W
ALL TYPE 2-NR WALL 6" ABO
VE CLG.
# DESCRIPTION DATE
CPH
Sheet No.:
Sheet Name:
38027 Fm 1774, Suite AMagnolia, Texas 77355Texas Registered Eng Firm#14038
Ph:(281) 826-1848
Fax:(866) 237-9417
Principal Engineer:Christopher P. Hillman, P.E.Direct: (832) 865-1429chillman@
cphengineering.com
A member of Building CodeCompliance Association#E00001
C|P|HStructural Engineering, Inc.
S.1
Unnam
ed
WE ROCK THE SPECTRUMCENTER OF THE HILLS SHOPPING CENTRE
7010 TX-71, SUITE 200AUSTIN, TX 78735
062-023
REVISION /
ISSUE
DATE
WH
AA
DD
CC
BB
3 3
1 1
2 2
EXIT
ENTR
ANC
EC
OVER
ED W
ALK
2 HR
. TENAN
TSEPAR
ATION
WALL
E2
E1
79' - 9 3/8"
25' - 0 1/8" 30' - 0" 24' - 9 1/4"
40' - 11 1/2"
11' - 0 1/4"29' - 11 1/4"
8' - 3 1/2"
24' - 3"
6' - 4 3/4"6' - 3 1/2" MAIN SPACE
2
ARTS & CRAFTS10
MEN'S5
WO
MEN'S
6
8' - 0" 1' - 1 1/2"
EXISTING
6"STEEL C
OLU
MN
CLIM
BING
WALL
11' - 0"
4' - 0"
10' - 0"
OFFICE
8
PARTY ROO
M3
10' - 0"
QUIET7
EQEQ
EXIT
4' - 0"4' - 0"
2' - 2"
8' - 0"
18" D. 42" H
.BAR
TOP
30" D. 34" H
.C
OU
NTER
TOP
(ADA C
OM
PLIANT)
13' - 0"
15' - 0" 42' - 0" 1' - 0"
CR
ASH PIT
CR
ASH PIT
CR
ASH PIT
ZIPLINE PO
ST
12' - 0"8' - 3 3/4" 37' - 3 1/4"
ACTIVITY4
ZIPLINE PO
ST
ZIPLINE PO
ST
5' - 2 1/16"
8' - 0"8' - 0"
RECEPTION
1
10' - 0"17' - 2 3/4"
11' - 11 1/4"
BREAK RM.
9
9' X 6' ENG
.STEELFR
AME
16' X 20'EN
G.
STEELFR
AME
4' - 0"
5' - 10 1/2"
8' W. BU
LLETINBO
ARD
8' W. SLAT
BOAR
D
--
5' - 0" 4' - 0"
STORAGE
A4.00K15
A4.00F15
A4.00A15
A4.00
K11
K1
K4
K8
1FLO
OR PLAN
1/8" = 1-0"
MAX OPENING
WIDTH
HEADER SECTION TYPE
HEADER JAM
BSANGLE
SILL
3'-6"BOXED
(2) 600T200-33(2) 600S200-33
(2)-600S200-332"X2" 25GA
600T200-33
8'-6"BOXED
(2) 600T200-33(2) 800S200-33
(3)-600S200-332"X2" 20GA
(2) 600T200-33(2) 600S200-33
WALL O
PENING SCHEDULE
1. TH
E CO
NSTR
UC
TION
DO
CU
MEN
TS ARE BASED
ON
THE R
EQU
IREM
ENTS O
F THE 2012 IN
TERN
ATION
AL BU
ILDIN
G C
OD
E WITH
LOC
AL AMEN
DM
ENTS FR
OM
THE AU
THO
RITY H
AVING
JUR
ISDIC
TION
.2.
DEAD
LOAD
S:A.
DEAD
S LOAD
S ARE BASED
UPO
N TH
E ACTU
AL WEIG
HTS O
F MATER
IALS OF C
ON
STRU
CTIO
N
AND
FIXED SER
VICE EQ
UIPM
ENT.
B. H
ANG
ING
CEILIN
G AN
D M
ECH
ANIC
AL LOAD
S: AN ALLO
WAN
CE O
F 10 PSF HAS BEEN
MAD
E FOR
H
ANG
ING
CEILIN
G AN
D M
ECH
ANIC
AL EQU
IPMEN
TS SUC
H AS D
UC
T WO
RK AN
D SPR
INKLER
PIPES.
3. LIVE LO
ADS:
A. R
OO
FSa.
NO
N O
CC
UPIABLE:
20 PSF, 300 LBb.
OC
CU
PIABLE:100 PSF
B. STO
RES:
a. R
ETAIL 1ST FLOO
R:
100 PSF, 1,000 LBb.
RETAIL U
PPER FLO
OR
S:75 PSF, 1,000LB
4. SN
OW
LOAD
:A.
GR
OU
ND
SNO
W LO
AD: 5 PSF
5. W
IND
:A.
ULTIM
ATE DESIG
N W
IND
SPEED Vult:
115 MPH
B. N
OM
INAL D
ESIGN
WIN
D SPEED
, Vasd:90 M
PHC
. W
IND
EXPOSU
RE C
ATEGO
RY:
CD
. IN
TERN
AL PRESSU
RE C
OEFIC
CIEN
T:± 0.18
E. C
OM
PON
ENTS AN
D C
LADD
ING
PRESSU
RES:
SEE SCH
EDU
LE6.
SEISMIC
A. R
ISK CATEG
OR
Y:II
B. SEISM
IC IM
POR
TANC
E FACTO
R, Ie:
1.00C
. S
S , S1 :
0.064g, 0.033gD
. SITE C
LASS:B
E. S
DS , S
D1 :
0.043g, 0.022gF.
SEISMIC
DESIG
N C
ATEGO
RY:
AG
. BASIC
SEISMIC
FOR
CE R
ESISTING
SYSTEM:
TILE-WALL SH
EAR W
ALLSH
. D
ESIGN
BASE SHEAR
:1%
OF SEISM
IC W
EIGH
TI.
RESPO
NSE M
OD
IFICATIO
N C
OEFFIC
IENT, R
: 3
J. AN
ALYSIS PRO
CED
UR
E USED
:EQ
UIVALEN
T LATERAL FO
RC
E7.
GEO
TECH
NIC
AL: A.
THE FO
LLOW
ING
DESIG
N C
RITER
IA IS BASED U
PON
PRESU
MPTIVE VALU
ES PRO
VIDED
IN
TABLE 1806.2 .a.
BEARIN
G C
APACITY:
1,500 PSF
SECTIO
N I: D
ESIGN
CR
ITERIA
SECTIO
N VI: SU
BSTITUTIO
NS:
1. ALL R
EQU
ESTS FOR
SUBSTITU
TION
S OF M
ATERIALS O
R D
ETAILS SHO
WN
IN TH
E CO
NTR
ACT
DO
CU
MEN
TS SHALL BE SU
BMITTED
FOR
APPRO
VAL DU
RIN
G TH
E BIDD
ING
PERIO
D. O
NC
E BIDS AR
E AC
CEPTED
, PRO
POSED
SUBSTITU
TION
S WILL BE C
ON
SIDER
ED O
NLY W
HEN
THEY AR
E OFFIC
IALLY SU
BMITTED
WITH
AN ID
ENTIFIED
SAVING
S TO BE D
EDU
CTED
FRO
M TH
E CO
NTR
ACT.
SECTIO
N V: C
OLD
FOR
MED
METAL FR
AMIN
G -05 40 00
1. M
ATERIALS:
A. STU
D AN
D TR
ACK PR
OFILES SH
ALL BE STAND
ARD
SECTIO
NS U
SED BY M
EMBER
S OF TH
E STEEL STUD
M
ANU
FACTU
RER
S ASSOC
IATION
(SSMA).
B. D
ESIGN
ATION
: EX. 550S162 -33 (MEM
BER D
EPTH | SEC
TION
TYPE | FLANG
E WID
TH | TH
ICKN
ESS)a.
S = STRU
CTU
RAL STU
D O
R JO
ISTb.
T = STRU
CTU
RAL TR
ACK
c. U
= CR
C O
R U
-CH
ANN
ELd.
F = FUR
RIN
G C
HAN
NEL
C.
ALL STUD
S SHALL BE FY = 50 KSI
D.
TRAC
KS AND
CH
ANN
ELS ARE TO
BE FY = 33 KSIE.
ALL CO
LD-FO
RM
ED M
ETAL SHALL H
AVE A MIN
. G60 G
ALVANIZED
CO
ATING
.2.
CO
NN
ECTIO
NS:
A. C
ON
NEC
TION
S NO
T FULLY D
ETAILED O
N TH
E CO
NTR
ACT D
OC
UM
ENTS SH
ALL BE DESIG
NED
BY THE
CO
NTR
ACTO
R PER
THE SPEC
IFICATIO
N.
1. TH
E CO
NTR
ACT STR
UC
UTR
AL DR
AWIN
GS AN
D SPEC
IFICATIO
NS R
EPRESEN
T THE FIN
ISHED
STR
UC
TUR
E. METH
OD
S, PRO
CED
UR
ES AND
SEQU
ENC
ES OF C
ON
STRU
CTIO
N AR
E THE
RESPO
NSIBILITY O
F THE C
ON
TRAC
TOR
. THE C
ON
TRAC
TOR
SHALL TAKE ALL N
ECESSAR
Y PR
ECAU
TION
S TO M
AINTAIN
AND
INSU
RE TH
E INTEG
RITY O
F THE STR
UC
TUR
E AT ALL STAGES O
F C
ON
STRU
CTIO
N.
2. R
EFER TO
DR
AWIN
GS O
THER
THAN
STRU
CTU
RAL FO
R C
OM
PLETE INFO
RM
ATION
REG
ARD
ING
: SLEEVES, C
UR
BS, INSER
TS, DEPR
ESSION
S, OPEN
ING
S, ETC.
3. IT IS TH
E RESPO
NSIBILITY O
F THE G
ENER
AL CO
NTR
ACTO
R TO
OBTAIN
ALL CO
NTR
ACT D
OC
UM
ENTS
AND
LATEST REVISIO
NS/AD
DN
END
A AND
TO SU
BMIT SU
CH
DO
CU
MEN
TS TO ALL SU
BCO
NTR
ACTO
RS
AND
MATER
IAL SUPPLIER
S PRIO
R TO
THE SU
BMITTAL O
F SHO
P DR
AWIN
GS O
R M
ATERIAL
PRO
CU
REM
ENT.
4. TH
E USE O
F REPR
OD
UC
TION
S OF TH
ESE CO
NTR
ACT D
RAW
ING
S BY ANY C
ON
TRAC
TOR
OR
MATER
IAL SU
PPLIER IN
LIEU O
F PREPAR
ATION
OF SH
OP D
RAW
ING
S SIGN
IFIES HIS AC
CEPTAN
CE O
F ALL IN
FOR
MATIO
N SH
OW
N H
EREO
N AS C
OR
REC
T, AND
OBLIG
ATES HIM
SELF TO AN
Y JOB EXPEN
SE, REAL
OR
IMPLIED
, DU
E TO AN
Y ERR
OR
S THAT M
AY OC
CU
R H
EREO
N.
5. ALL W
OR
K SHALL C
ON
FOR
M TO
OSH
A STAND
ARD
S.6.
THE C
ON
TRAC
TOR
SHALL BE SO
LEY RESPO
NSIBLE FO
R ALL EXC
AVATION
PRO
CED
UR
ES INC
LUD
ING
LAG
GIN
G, SH
OR
ING
AND
PRO
TECTIO
N O
F ADJAC
ENT PR
OPER
TY, STRU
CTU
RES, STR
EETS AND
U
TILITIES IN AC
CO
RD
ANC
E WITH
ALL CO
DES AN
D R
EQU
IREM
ENTS O
F THE AU
THO
RITY H
AVING
JU
RISD
ICTIO
N.
7. TH
E GEN
ERAL C
ON
TRAC
TOR
SHALL C
OM
PARE TH
E ARC
HITEC
TUR
AL AND
STRU
CU
TRAL D
RAW
ING
S AN
D R
EPOR
T ANY D
ISCR
EPANC
IES BETWEEN
EACH
SET OF D
RAW
ING
S AND
WITH
IN EAC
H SET O
F D
RAW
ING
S TO TH
E ARC
HITEC
T AND
ENG
INEER
PRIO
R TO
THE FABR
ICATIO
N AN
D IN
STALLATION
OF
ANY STR
UC
TUR
AL MEM
BERS.
8. FR
AMIN
G LAYO
UTS AR
E PRO
VIDED
TO R
EPRESEN
T DESIG
N C
ON
CER
PTS AND
SYSTEMS
CO
NSTR
UC
TION
. THE C
ON
TRAC
TOR
AND
SUBC
ON
TRAC
TOR
S ARE R
ESON
SIBLE FOR
MATER
IAL Q
UAN
TITIES AND
ANY AN
D ALL U
NSPEC
IFIED C
OM
PON
ENTS R
EQU
IRED
FOR
CO
NSTR
UC
TION
.9.
WH
ERE M
EMBER
LOC
ATION
S ARE N
OT SPEC
IFICALLY D
IMEN
SION
ED, M
EMBER
S ARE EITER
LOC
ATED
ON
CO
LUM
N LIN
ES OR
ARE EQ
UALLY SPAC
ED BETW
EEN TH
E LOC
ATED M
EMBER
S. 10.
IF CER
TAIN FEATU
RES AR
E NO
T FULLY SH
OW
N O
R SPEC
IFIED O
N TH
E DR
AWIN
GS O
R IN
THE
SPECIFIC
ATINO
S, THEIR
CO
NSTR
UC
TION
SHALL BE O
F THE SAM
E CH
ARAC
TER AS SH
OW
N O
R
SPECIFIED
IN SIM
ILAR C
ON
DITIO
NS.
11. W
HER
E CO
NFLIC
T EXISTS AMO
NG
THE VAR
IOU
S PARTS O
F THE STR
UC
TUR
AL CO
NTR
ACT
DO
CU
MEN
TS, STRU
CTU
RAL D
RAW
ING
S, GEN
ERAL N
OTES AN
D SPEC
IFICATIO
NS, TH
E STRIC
TEST R
EQU
IREM
ENTS, AS IN
DIC
ATED BY TH
E ENG
INEER
, SHALL G
OVER
N.
SECTIO
N III: C
ON
TRAC
TOR
QU
ALIFICATIO
N
1. W
OR
K SHALL BE PER
FOR
MED
BY A QU
ALIFIED C
ON
STRU
CTIO
N C
ON
TRAC
TOR
AND
SUBC
ON
TRAC
TOR
EXPER
IENC
ED IN
THIS TYPE O
F WO
RK. SU
CH
KNO
WLED
GE SH
ALL INC
LUD
E MAKIN
G ALLO
WAN
CES FO
R
PERFO
RM
ING
WO
RK O
F THIS N
ATUR
E FOLLO
WIN
G IN
DU
STRY STAN
DAR
DS O
F CAR
E. DR
AWIN
G C
HAN
GES
ARISIN
G FR
OM
CO
OR
DIN
ATION
BETWEEN
ALL DISC
IPLINES SH
ALL NO
T NEC
ESSARILY R
ELIEVE THE
CO
NSTR
UC
TION
CO
NTR
ACTO
R O
R SU
BCO
NTR
ACTO
RS O
F CO
ST IMPLIC
ATION
S WH
EN SU
CH
DISC
REPAN
CIE
ARISE D
UR
ING
CO
NSTR
UC
TION
UN
LESS PRIO
R AR
RAN
GEM
ENT H
AVE BEEN M
ADE W
ITH TH
E OW
NER
.2.
THE C
ON
STRU
CTIO
N C
ON
TRAC
TOR
AND
SUBC
ON
TRAC
TOR
S SHALL U
ND
ERSTAN
D TH
E NATU
RE O
F DR
AWIN
G
PRO
DU
CTIO
N AN
D C
OO
RD
INATIO
N BETW
EEN C
ON
SULTAN
TS AND
SHALL N
OT EN
TER IN
TO A C
ON
TRAC
T BASED
ON
DR
AWIN
GS TH
AT ARE BELIEVED
TO C
ON
TAIN D
ISCR
EPANC
IES OR
ARE O
THER
WISE IN
CO
MPLETE U
NLESS
PRO
PER ALLO
WAN
CES H
AVE BEEN M
ADE FO
R C
OST IM
PLICATIO
NS TH
AT MAY AR
ISE DU
E TO FU
TUR
E D
RAW
ING
CH
ANG
ES MAD
E IN PR
EPARATIO
N O
F FINAL C
ON
STRU
CTIO
N D
OC
UM
ENTS.
3. IN
THE C
OU
RSE O
F PRO
DU
CIN
G AN
D ISSU
ING
DR
AWIN
GS, VAR
IOU
S STAGE O
F CO
MPLETIO
N AR
E DEVELO
PED.
THE C
ON
STRU
CTIO
N C
ON
TRAC
TOR
AND
SUBC
ON
TRAC
TOR
S SHALL U
ND
ERSTAN
D TH
E PUR
POSE AN
D
CO
NTEN
T CO
NTAIN
ED IN
PERM
IT, PRIC
ING
, AND
CO
NSTR
UC
TION
DR
AWIN
GS. C
OST IM
PLICATIO
NS AN
D
CO
NSTR
UC
TIBILITY ARE TH
E RESPO
NSIBILITY O
F THE C
ON
STRU
CTIO
N C
ON
TRAC
TOR
AND
SUBC
ON
TRAC
TOR
S U
NLESS PR
IOR
ARR
ANG
EMEN
TS HAVE BEEN
MAD
E WITH
THE O
WN
ER.
SECTIO
N II: G
ENER
AL CO
ND
ITION
S
SECTIO
N IV: STR
UC
TUR
AL STEEL FRAM
ING
-05 12 00
1. M
ATERIALS:
A. H
OT R
OLLED
STRU
CTU
RAL M
EMBER
S: ALL HO
T RO
LLED STEEL PLATES, SH
APES, SHEET PILIN
G, AN
D
BARS SH
ALL BE NEW
STEEL CO
NFO
RM
ING
TO ASTM
SPECIFIC
ATION
A 6. 2.
ASTM SPEC
IFICATIO
N AN
D G
RAD
E: CLEAR
LY MAR
K THE G
RAD
E OF STEEL O
N EAC
H PIEC
E, WITH
A D
ISTING
UISH
ING
MAR
K. UN
LESS NO
TED O
THER
WISE O
N TH
E DR
AWIN
GS, STR
UC
TUR
AL STEEL SHALL BE AS
FOLLO
WS:
A. W
-AND
WT SH
APES: ASTM
A 992B.
M-AN
D S-SH
APES:ASTM
A 36C
. C
-SHAPES:
ASTM A 36
D.
L-SHAPES:
AST M A36
E. R
OU
ND
HSS:
ASTM A 500. G
RAD
E B (FY = 42 KSI)F.
REC
TANG
ULAR
HSS:
ASTM A 500. G
RAD
E B (FY = 46 KSI)G
. STEEL PIPES:
ASTM A 53 (TYPE E O
R S), G
RAD
E BH
. BASE PLATES:
ASTM A 36
ZIP LINE POST, RE
1 & 2/S.3
ZIP LINE POST, RE
1 & 2/S.3
ZIP LINE POST, RE
1 & 2/S.3
600S162-54 FLOO
RJO
ISTS @ 16" O
.C.M
AX, TYP
FLOO
R SHEATHING, M
IN.23/32" APA RATED TO
NGUE
AND GRO
OVE SHEATHING
,TYP
600S162-33 LOADBEARING
WALL STUD @
16"O
.C. MAX, TYP, BO
TH SIDES OF W
ALL MUST
BE SHEATHED WITH M
IN. 1/2" GYPSUM
BOARD
10S.2
TYP
RE. S.2 FOR LO
ADBEARINGHEADERS, TYP
LOADBEARING
WALL
LOADBEARING
HEADER
LEGEND
ACCEISBLE CEILINGS ABO
VE ROO
MS HAVE BEEN
DESIGNED FO
R THE FOLLO
WING
LOADING
:DEAD LO
AD: 10 PSFLIVE LO
AD: 40 PSF; 200 LB
GENERAL NO
TES ANDFLO
OR PLAN
2/01/2017
PERMIT
2/01/2017
CPH
Sheet No.:
Sheet Name:
38027 Fm 1774, Suite AMagnolia, Texas 77355Texas Registered Eng Firm#14038
Ph:(281) 826-1848
Fax:(866) 237-9417
Principal Engineer:Christopher P. Hillman, P.E.Direct: (832) 865-1429chillman@
cphengineering.com
A member of Building CodeCompliance Association#E00001
C|P|HStructural Engineering, Inc.
S.2
Unnam
ed
WE ROCK THE SPECTRUMCENTER OF THE HILLS SHOPPING CENTRE
7010 TX-71, SUITE 200AUSTIN, TX 78735
062-023
REVISION /
ISSUE
DATE
2FLUSH CEILING
: CEILING JO
ISTS PARALLEL TO STUD W
ALLNO
SCALE3
SINGLE STUD: TRACK CO
NNECTION DETAIL
NO SCALE
1FLUSH CEILING
: CEILING JO
ISTS PERPENDICULAR & BEARINGO
N STUD WALL
NO SCALE
WALL INTERSECTIO
N STUDS - TRACK CONNECTIO
N4
NO SCALE
5CO
RNER STUDS - TRACK CONNECTIO
NNO
SCALE6
BRIDGING
- COLD RO
LLED CHANNEL WITH CLIP ANG
LENO
SCALE
FLOO
R JOIST
RIM TRACK TO
MATCH W
IDTHAND G
AUGE O
F JOISTS
FLOO
R SHEATHING
7TYPICAL LO
ADBEARING HEADER
NO SCALE
8TYPICAL W
ALL INTERSECTION
NO SCALE
9TYPICAL G
YPSUM SHEATHING
ATTACHMENT
NO SCALE
10TYPICAL LEDG
ER AT TILT-WALL
NO SCALE
(2) 0.157"Ø PO
WDER ACTUATED
FASTENERS WITH 1-1/4"
EMBEDM
ENT @ 12" O
.C.
1" 1"
11TYPICAL JAM
BS AT END OF HEADERS
NO SCALE
12JO
IST NOM
ENCLATURENO
SCALE
JAMB
AN
GLE
AD
DITIO
NA
L A
NC
HO
RA
GE
@
JAM
B
HE
AD
ER
TRA
CK
S
HE
AD
ER
M
EM
BE
RS
INFILL S
TUD
CR
IPP
LE S
TUD
SEE SCHEDULE
SEE SCHEDULEW/ (3)-#10 SCREW
S
SEE SCHEDULE
#10 SCREWS @
8"O
.C., TYP
1/2" MIN. G
YP BOARD,
EA. SIDE
TRACKS
TOP TRACKDBL STUD
STUD
STUDS
ANGLE CLIP FASTENEDTO
STUD AND CRCCHANNEL
COLD RO
LLED (CRC) LATERALBRACING
@ 6'-0" O
.C. MAX
STUD
JAMB STUD O
R END OF
WALL
STUD
TOP TRACKS
STUDS
TRACKS
TRACKS
STUD
SCREW ATTACH EACH FLANG
E,#10 SCREW
S AT EACH STUD
FASTEN TO M
AIN STRUCTURE,0.153"Ø
X1" EMBED PO
WDER
ACTUATED FASTENER @ 32"
O.C.
SCREW ATTACH EACH FLANG
E,#10 SCREW
S AT EACH STUD
SCREW ATTACH EACH FLANG
E,#10 SCREW
S AT EACH STUD
(4)-#10 SCREWS
#10 SCREW AT EACH FLANG
E
#10 SCREWS @
12" O.C.
#10 SCREW AT EACH FLANG
E
TOP TRACK
SCREW ATTACHED RIM
TRACK TO TO
P OF W
ALL,#10 SCREW
S @ 12" O
.C.
STUD FLOO
R JOIST
SCREW ATTACH, UTILITY CLIP
TO JO
IST & BLOCKING
(2)-#10SCREW
S
UTILITY CLIP, MATCH G
AUGE
OF JO
ISTS
SCREW ATTACH FLANG
E OF
JOIST TO
TOP O
F WALL, (2)-#10
SCREWS
BLOCKING
, PIECE OF STUD, SAM
EDEPTH AND G
AUGE AS JO
IST
SCREW ATTACH FLANG
E OF
JOIST TO
TOP O
F WALL, (2)-#10
SCREWS
TOP TRACK
ALIGN STUDS
WITH JO
ISTS
STUD FLOO
R JOIST
COLD FO
RM DETAIL
2/01/2017
PERMIT
2/01/2017
CPH
Sheet No.:
Sheet Name:
38027 Fm 1774, Suite AMagnolia, Texas 77355Texas Registered Eng Firm#14038
Ph:(281) 826-1848
Fax:(866) 237-9417
Principal Engineer:Christopher P. Hillman, P.E.Direct: (832) 865-1429chillman@
cphengineering.com
A member of Building CodeCompliance Association#E00001
C|P|HStructural Engineering, Inc.
S.3
Unnam
ed
WE ROCK THE SPECTRUMCENTER OF THE HILLS SHOPPING CENTRE
7010 TX-71, SUITE 200AUSTIN, TX 78735
062-023
REVISION /
ISSUE
DATE
FIELD VERIFY
EXISTINGSTEEL JO
IST
EXISTINGM
ETAL DECK
NEW STEEL HSS PO
ST(HSS6X6X5/16)
L8X4X7/16 LSV
0'-1"
0'-1 1/2"
0'-1 1/2"
(2) 1/2"Ø ASTM
A325 THROUG
H BOLTS IN
VERTICAL LONG
SLOTTED HO
LES, SLOTTED
HOLES M
AY BE IN EITHER THE POST O
R ANGLE,
BOLTS M
UST BE INSTALLED SNUG-TIG
HT IN THECENTER O
F THE LONG
SLOTTED HO
LE, BOLTS
MUST BE, PRO
VIDE ASTM F436 W
ASHERS ANDASTM
A563 NUTS ON EACH SIDE O
F CONNECTIO
N
3/163/16
TYP, EACH END
LOCATIO
N OF HO
LES FOR ZIP
LINE ATTACHMENT TO
BEDETERM
INED BY OW
NER,HO
LES SHALL CENTERED ON
THE POST
FIELD VERIFY
1ZIPLINE PO
ST TOP CO
NNECTION
NO SCALE
2ZIPLINE PO
ST BASE CONNECTIO
NNO
SCALE
0'-1"
0'-1"TYP
TYP
3/16
PL3/8"X8X0'-8" W/ (4) 3/8"Ø
HILTI KWIK
BOLT TZ EXPANSIO
N ANCHORS W
ITH 2"M
IN. EMBED O
R APPROVED
EQUIVALENT
EXISTING SLAB-O
N-GRADE
CONTRACTO
R TO VERIFY M
IN. 4" THICK
NOTES:
1. THE ZIPLINE POST HAS BEEN DESIG
NED FOR A 5,000 LB PO
INT LOAD ACTING
AT MID-HEIG
HT OF THE PO
ST (8'-0"). IF THECABLE IS PRE-TENSIO
NED MO
RE THAN 1000 LB NOTIFY THE EO
R.
ZIPLINE POST DETAIL
L3X3X1/4
0'-1 1/2"
3/164
2/01/2017
PERMIT
2/01/2017
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