addendum no. 1 - fieldsarchitects.com · one sample of the clay was tested to determine plasticity...
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PLEASE STAPLE TO INSIDE FRONT COVER OF SPECIFICATIONS
Harriman Financial Office Building Page 1 of 3 Addendum No. 1
ADDENDUM NO. 1 ISSUED: Thursday, March 22, 2018 PROPOSAL DATE: Thursday, March 29, 2017
Job No. 1679 Drawings & Specifications Entitled: Harriman Financial Office Building 3001 Glacier Pass Lane Cedar Park, Texas 78613 3/22/18
The following additions and changes are to be made to the Drawings and Specifications and hereby become a part of the Contract: GENERAL ITEM G1.01 ADD Subsurface Exploration and Subsurface Conditions showing five (5) test pits and their
location; see page 5, page 6 and Figure #4. ITEM G1.02 CLARIFY – All interior frames to be wood. ARCHITECTURAL ITEM A1.01 Drawing A0.0, Cover Sheet: MODIFY General Note 15 to reference the Code Study on Sheet A2.1 in lieu of A0.1. ITEM A1.02 Drawing A2.1, Floor Plan: MODIFY door swing at door 115 and partition type tag in Office/Conference 108 to read 6.1A in
lieu of A6.1 as shown on the revised Sheet A2.1. RENAME Toilet 109 to be Women’s 109 and Toilet 110 to be Men’s 110. REMOVE reference to the 2012 International Residential Code from the Code Analysis. It will
not apply to this project. MOVE Door 118a - 6” to the left to have 18 inches clear on the strike side of the door to meet the
Accessibility Code. ITEM A1.03 Drawing A3.1, Exterior Elevations: SHOW Knoxbox mounted 60” AFF. See revised Sheet A3.1. ADD aluminum address numbers 3001, minimum 8 inches in height, contrasting in color. Color
as selected by Owner/Architect. See revised Sheet A3.1.
Harriman Financial Office Building Page 2 of 3 Addendum No. 1
ITEM A1.04 Drawing A4.1, Building Sections: MODIFY drawing notes. Roof construction to consist of dimensional shingles and one layer #15
felt underlayment on ¾” plywood. Underside of plywood deck to be 6” spray-in closed cell polyurethane with a density of 2lb per cubic foot or greater to reach an R-value of 35. See revised Sheet A4.2.
ITEM A1.05 Drawing A4.2, Building & Wall Sections: MODIFY drawing notes. Roof construction to consist of dimensional shingles and one layer #15
felt underlayment on ¾” plywood. Underside of plywood deck to be 6” spray-in closed cell polyurethane with a density of 2lb per cubic foot or greater to reach an R-value of 35. See revised Sheet A4.2.
ADD note on Wall Section 2/A4.2: Stain Grade Wood Sill, Stained to match door/window trim;
typical all exterior office windows. ITEM A1.06 Drawing A5.1, Detail 1 Partition Types: DELETE all reference to metal studs. ALL framing will be wood. See revised Sheet A5.1. ITEM A1.07 Drawing A6.1 DELETE 13A/A6.1. There is not a chair rail on this project. MODIFY Frame Type 1 as show. See revised Sheet A6.1. ADD General Notes:
1. All interior wood doors, door frames and windows frames to be stained. Color to be selected by owner/architect.
2. All interior frames to be wood. ADD Detail 19/A6.1 Aluminum Window Head & Sill CLARIFY Frame Type 8 to be residential style window.
ITEM A1.08 Drawing A7.1, REMOVE all reference to Solid Surface. ALL Millwork to be plastic laminate.
Countertops to have plastic laminate splash, top, and edge (full splash at some locations, see millwork elevations). Laminate color to be selected by owner/architect.
ITEM A1.09 Drawing A9.1, Roof Plan: MODIFY General Notes as follows.
1. ROOF CONSTRUCTION TO CONSIST OF DIMENSIONAL SHINGLES AND ONE LAYER #15 FELT UNDERLAYMENT ON 3/4" PLYWOOD. UNDERSIDE OF PLYWOOD DECK TO BE 6" SPRAY-IN CLOSED CELL POLYURETHANE WITH A DENSITY OF 2LB PER CUBIC FOOT OR GREATER TO REACH AN R-VALUE OF 35.
3. PROVIDE RESIDENTAL STYLE, PREFINISHED METAL DOWNSPOUT AND GUTTER. COORDINATE LOCATION OF DOWNSPOUTS WITH EXTERIOR ELEVATIONS. COORDINATE EXACT NUMBER OF DOWNSPOUTS REQUIRED WITH MANUFACTURER.
4. SEAL ALL EXTERIOR PENETRATIONS IN COMPLIANCE WITH IBC 718.4.3.
Harriman Financial Office Building Page 3 of 3 Addendum No. 1
STRUCTURAL ITEM S1.01 Drawing S4.1, Roof Framing Plan: ADD requirements for wind beam located over storefront at main entrance as noted in Key Note 6
in the revised drawing reissued as part of this addendum. MECHANICAL ITEM M1.01 Drawing: M1.0 Mechanical Plan
1. Replace this drawing – no actual mechanical change (background and room name changes). ITEM M1.02 Drawing: M1.1 Mechanical Plan - Platform
1. Revised Duct Smoke Detector note located under General Notes per City of Cedar Park plan review comments.
PLUMBING ITEM P1.01 Drawing: P1.0 Plumbing Under-Slab Plan
1. Replace this drawing – no actual plumbing change (background and room name changes). ITEM P1.02 Drawing: P1.1 Plumbing Plan
1. Replace this drawing for background and room name changes. 2. Added General Note “D” per City of Cedar Park plan review comments.
ELECTRICAL ITEM E1.01 Drawing: E1.0 Electrical Site Plan
1. Revised the drawing and scale notation from Scale: 1” = 1’-0” to 1” = 10’-0”. ITEM E1.02 Drawing: E2.0 Lighting Plan
1. Removed Keyed Drawing Note #6. All junction boxes for future ceiling fans were removed from this drawing except for the 2 on the back patio.
2. Revised Keyed Drawing Note #7. See revised drawing. 3. Added recessed downlights in the soffit at the front of the building and by the conference
room. Also added recessed downlights at the back patio. 4. Revised the notes located under the Occupancy/Photo Sensor Legend per City of Cedar Park
plan review comments. ITEM E1.03 Drawing: E3.0 Power Plan
1. Revised Keyed Drawing Note #6.
END OF ADDENDUM NO. 1
OFFICE BLDG. AT 3001 GLACIER PASS, CEDAR PARK, TEXAS PAGE 5 CAPITAL GEOTECHNICAL SERVICES PLLC PROJECT # 18-0011
SUBSURFACE EXPLORATION AND SUBSURFACE CONDITIONS Five (5) test pits were excavated using a small tracked excavator at the approximate locations
indicated in Figure 4. The subsurface conditions are described in the following paragraphs.
Test Pit 1 (TP-1): This location exposed 10 to 17 inches of medium brown
and orange-brown highly plastic clay (CH) overburden soil, overlying light
brown and light orange-brown fractured limestone rock at refusal depth.
One sample of the clay was tested to determine plasticity (Atterberg limits)
and yielded a liquid limit (LL) of 67% and a plasticity index (PI) of 44. One
remolded specimen was subjected to swell testing and exhibited 17.8%
vertical swell (Figure 5) from an initially hard condition (PP=4.5+ tsf) and
moderate moisture condition (LI = -0.091), indicating the clay mineralogy
has relatively high shrinkage and swelling potential.
TP-2: The test pit revealed 6 to 8 inches of dark brown highly plastic clay
topsoil (CH) with gravel (rock fragment) content, overlying orange-brown
clay (CH) with root content to a depth of 13 to 16 inches, underlain by
orange-brown, pale brown, and trace white clayey gravel with sand (GC)
residual soil to a depth of 24 to 28 inches where refusal was encountered
on hard limestone rock. One sample of the orange-brown clay in the deeper
residual soil stratum was tested to determine plasticity and yielded a LL of
62% and a PI of 41. One bulk sample of the clayey gravel was tested to
determine gradation and yielded 38% fines (clay+silt), 20% sand, and 42%
gravel.
OFFICE BLDG. AT 3001 GLACIER PASS, CEDAR PARK, TEXAS PAGE 6 CAPITAL GEOTECHNICAL SERVICES PLLC PROJECT # 18-0011
TP-3: This location exposed 4 inches of dark grayish brown clayey topsoil
overlying orange-brown clay (CH) with root content, to a depth of 22 inches
where refusal was encountered on hard limestone rock. One sample of
the orange-brown clay was tested to determine plasticity and yielded a LL
of 57% and a PI of 39. One remolded specimen was subjected to swell
testing and exhibited 14.7% vertical swell (Figure 5) from an initially hard
condition and moderate moisture condition (LI = -0.026), indicating the clay
mineralogy has relatively high shrinkage and swelling potential.
TP-4: The test pit revealed 9 inches of dark grayish brown clay (CH) topsoil
with root content and with some orange-brown to medium brown clay (CH),
overlying white and light gray fractured limestone rock with pale brown to
orange-brown stained fracture surfaces, to a depth of 17 inches where
refusal was encountered on hard limestone rock.
TP-5: This location exposed 4 inches of dark grayish brown clay topsoil
(CH or CL) with some fine sand content and root content overlying hard
limestone rock.
Approximate Locations of Exploratory Test Pits
Small Office Building at
3001 Glacier Pass Cedar Park
Williamson County, Texas
Prepared By: KIS
Scale: -
Project #: 18-0011
Base Plan By: Unspecified
Date: February 2018
Figure #: 4
Capital Geotechnical Services PLLC Austin, Texas
TP-4
TP-1
TP-2
TP-5
TP-3
ARCHITECT
CIVIL ENGINEER
1101 S. Capital of Texas Hwy., Bldg. A, Suite 101Austin, Texas 78746
Tel: (512) 327-8444 Fax: (512)-327-7998
Fields & Associates Architects
STRUCTURAL ENGINEER
MEP ENGINEER
INDEX OF DRAWINGS
VICINITY MAP
OFFICE BUILDINGHARRIMAN FINANCIAL
3001 Glacier Pass Lane, Cedar Park, TX 78713
LIST OF ABBREVIATIONS
SYMBOLS LEGENDROOM NAME
A101
A3A3.5
3A3.5
3/A1.5
AA8.1
A
A
1
1
1
1B109.01
3/A1.5
3.1
3A3.5
= GLASS TYPE
= LOUVER TYPE
= WINDOW TYPE
= INT. SECTION DETAIL
= BUILDING SECTION
= INTERIOR ELEVATION
= EXTERIOR ELEVATION
= ROOM NUMBER= ROOM NAME
= DEMO NOTE
= DETAIL FLAG
= INTERIOR SECTION
= EXT. SECTION DETAIL
= ROOFING DETAIL
= DETAIL - SECTION
= DETAIL - AREA = PLAN NOTE
= EQUIP. NOTE
= REVISION NOTE= DOOR NUMBER
= ELEVATIONFINISH FLOORELEV. 100'-0"
12RISE = ROOF PITCH
= SLOPE
= PARTITION TYPE
3A3.5
AA3.1
AA3.1
AA3.1
AA3.1
AA3.1
AA3.1
= MASONRY MATERIAL NOTE
= ADA TOILET
= ADA URINAL
= ADA LAVATORY
GENERAL NOTES
7.
6.
8.
9.
PROTECT ALL TREES WHICH ARE TO REMAIN.
10.
THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL FEES & PERMITSREQUIRED FOR CONSTRUCTION.
DO NOT SCALE DRAWINGS. USE WRITTEN DIMENSIONS ONLY.
ALL DIMENSIONS, NOTES, FINISHES, AND FIXTURES SHOWN ON TYPICAL FLOOR PLANS, SECTIONS, OR DETAILS SHALL APPLY TO ALL SIMILAR, SYMMETRICAL, OR OPPOSITE HAND SECTIONS OR DETAILS.
IN THE EVENT OF CONFLICTS WITHIN THE CONTRACT DOCUMENTS, INCLUDING DRAWINGS AND SPECIFICATIONS, THE GREATER VALUE OR QUANTITY SHALL APPLY, UNLESS CLARIFIED OTHERWISE.
CARE SHOULD BE TAKEN AT ALL TIMES TO PROTECT THE SITE AND THE OWNER'S PROPERTY.
5.
"ARCHITECT" AS USED IN THESE DOCUMENTS REFERS TO:FIELDS AND ASSOCIATES ARCHITECTS1101 S. CAPITOL OF TEXAS HWY., BLDG. A, STE. #101AUSTIN, TEXAS 78746512-327-8444
THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, AND DIMENSIONS FOR ACCURACY. IF THERE ARE ANY QUESTIONS REGARDING THESE OR OTHER COORDINATION CONDITIONS, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING WITH WORK IN QUESTION OR RELATED WORK.
ALL WORK NOTED "BY OTHERS" OR "N.I.C." IS TO BE ACCOMPLISHED BY A CONTRACTOR OTHER THAN THE GENERAL CONTRACTOR AND IS NOT TO BE PART OF THE CONSTRUCTION AGREEMENT. THE GENERAL CONTRACTOR IS TO COORDINATE WITH THE "OTHER" CONTRACTORS AS REQUIRED.
CONSTRUCTION IS TO COMPLY WITH ALL APPLICABLE CITY, STATE, AND NATIONAL CODES.
1.
2.
3.
4.
THESE CONTRACT DOCUMENTS HAVE BEEN REVIEWED AND APPROVED FORCONFORMANCE WITH THE TEXAS ACCESSIBILITY STANDARDS (TAS) BY THE TEXASDEPARTMENT OF LICENSING AND REGULATION ARCHITECTURAL BARRIERS SECTION. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY THAT THE COMPLETED CONSTRUCTION FULLY COMPLY WITH TAS. THE PROJECT WILL BE INSPECTED WITHIN ONE YEAR OF COMPLETION BY THE TDLR.
11.
REFERENCE A2.1 FOR CODE STUDY REVIEW15.
Cedar Park, Texas
2013 Simbrah DriveCedar Park, Texas 78613
Tel: (512) 7477
Robert Koster, PE Consulting Engineer
4100 Duval RoadAustin, Texas 78759Tel: (512) 345-5538
Pickett Kelm & Associates
3510 Eagle WayRound Rock, Texas 78681
Tel: (512) 925-7418
B2AEP, LLC
NOTE-1. NOT ALL OF THESE ABBREVIATIONS ARE NECESSARILY USED IN THIS PROJECT.NOTE-2. TYPICAL ENGLISH ABBREVIATIONS ARE NOT LISTED, BUT MAY BE USED.NOTE-3. OTHER ABBREVIATIONS MAY APPEAR IN OTHER SPECIALTY KEYS & LEGENDS.
EA. EACHEHD ELECTRIC HAND DRYERE.J. EXPANSION JOINTELEC. ELECTRICALELEV. ELEVATIONENAM. ENAMELENVIR. ENVIRONMENTEP. EPOXY PAINTEQ. EQUALEQUIP. EQUIPMENTE.W. EACH WAYE.W.C. EPOXY WALL COVERINGEXH. EXHAUST FANEXIST. EXISTINGEXP. EXPANSIONEXT. EXTENSION
F.D. FLOOR DRAINFDN. FOUNDATIONF.E.C. FIRE EXTINGUISHER CABINETF.F. FINISH FLOORFIN. FINISHFIXT. FIXTUREFLEX. FLEXIBLEFLR. FLOORFLOUR. FLOURESCENTF.R. FIRE RETARDANTFTG. FOOTINGFURR. FURRINGF.V. FIELD VERIFY
GA. GAUGEGALV. GALVANIZEDG.B. GYPSUM WALL BOARDGEN. GENERALGL. GLASS, GLAZEDGWB GYPSUM WALL BOARDGYP.BD. GYPSUM WALL BOARD
H.B. HOSE BIBHC. HANDICAPH.C. HOLLOW COREHD. HEAD OR HAND DRYERHDW. HARDWAREHDWD. HARDWOODH.M. HOLLOW METALHORIZ. HORIZONTALHOL HOLLOW
A.B. ANCHOR BOLTA/C AIR CONDITIONERACOUST. ACOUSTICALA.C.T. ACOUSTICAL TILEADDL. ADDITIONALA.F.F. ABOVE FINISH FLOORA.H.U. AIR HANDLING UNITALUM. ALUMINUMAPPROX. APPROXIMATEARCH. ARCHITECTURALASSY. ASSEMBLY
BR. BRICKBD. BOARDB.L. BUILDING LINEBLDG. BUILDINGBLK. BLOCKBLKG. BLOCKINGBM. BEAMBRG. BEARINGBTM. BOTTOM
CAB. CABINETCANT. CANTILEVERC.J. CONTROL JOINTC.L. CENTER LINECLG. CEILINGCLR. CLEARC.M.U. CONCRETE
MASONRY UNITCOL. COLUMNCOND. CONDENSER OR
CONDUITCONC. CONCRETECONT. CONTINUOUSCONTR. CONTRACTORCPT. CARPETC.T. CERAMIC TILEC.W.S. CORK WALL SURFACE
DF DRINKING FOUNTAINDIA. DIAMETERDIM. DIMENSIONDISP. DISPENSERDN DOWNDS DOWNSPOUTDTL. DETAILDWG. DRAWING
HT. HEIGHTHVAC HEATING, VENTILATION,
AIR CONDITIONING
I.D. INSIDE DIAMETERINT. INTERIORINSUL. INSULATE, INSULATION
JAN. JANITORJST. JOISTJT. JOINT
LAM. LAMINATELAV. LAVATORYLIQ. LIQUIDLT. LIGHT
K.O. KNOCK-OUT
MAS. MASONRYMATL. MATERIALMAX. MAXIMUMM.B. MARKER BOARDMECH. MECHANICALMET. METALMFR. MANUFACTURERMGF. MANUFACTURERMH MOP HOLDERMIN. MINIMUM OR MINUTEMIR. MIRRORMISC. MISCELLANEOUSM.O. MASONRY OPENINGMR MIRRORMTD. MOUNTEDMTL. METAL
ND NAPKIN DISPENSERN.I.C. NOT IN CONTRACTN.V. NAPKIN VENDOR
O.C. ON CENTERO.D. OUTSIDE DIAMETERO.E. OVERHEAD ELECTRICOFF. OFFICEOPNG. OPENINGOPP. OPPOSITE
PC. PIECEPJ PANEL JOINTPL. PLATEP.LAM. PLASTIC LAMINATEPLMG. PLUMBINGPLYWD. PLYWOODPNLG PANELINGPNT. PAINTPOLY. POLYETHYLENEPP POWER POLEPROP. PROPANEPS PROJECTION SCREENP.T. PRESSURE TREATEDPTD PAPER TOWEL DISPENSERPVC POLYVINYL CHLORIDEPW. PLYWOOD
Q.T. QUARRY TILEQTR. QUARTER
R RADIUS, RISERRB. RUBBER BASER.D. ROOF DRAINRE: REFERREFRG. REFRIGERATORREINF. REINSFORCEMENTREQ'D REQUIREDREV. REVERSERM. ROOMR.O. ROUGH OPENING
S.B. SPLASH BLOCKSC. SCALES.C. SOLID CORESCH. SCHEDULESCHED. SCHEDULEDSD SOAP DISPENSERSECT. SECTIONSEP. SEAMLESS EPOXYSHT. SHEETSHTG. SHEATHINGSIM. SIMILARSJ. SCORING JOINTSP. SPACESPEC. SPECIFICATIONSS/S STAINLESS STEELS.S. SERVICE SINK OR
SANITARY SEWER
S.T.C. SOUND TRANSMISSIONCOEFFICIENT
STD. STANDARDSTL. STEELSTRUCT. STRUCTURALSUSP. SUSPENDED
TB. TACKBOARDT.B. TOWEL BARTD TOWEL DISPENSERTELE. TELEPHONETERR. TERRAZZOTHOLD. THRESHOLDTLT. TOILETTOIL. TOILETTPH TOILET PAPER HOLDERT.R. TOWEL RECEPTACLET.W. CONCRETE TILT-WALL PANELTYP. TYPICAL
U.L. UNDERWRITERS LABORATORIES INC.
U.N.O. UNLESS NOTED OTHERWISEU.O.N. UNLESS OTHERWIES NOTED
V.B. VINYL BASEVCT VINYL COMPOSITION TILEVERT. VERTICALVEST. VESTIBULEV.I.F. VERIFY IN THE FIELDV.W.C. VINYL WALL COVERING
W/ WITHWC WATER COOLERWD. WOODWDW. WINDOWWH WATER HEATERWOLM WOLMANIZEDW/R WATER RESISTANTWSCT WAINSCOTWWM WELDED WIRE MESH
LANDSCAPE ARCHITECT
306 W Main St. Suite 12Round Rock, Texas 78664
Tel: (512) 589-7873
Blair Landscape Architecture, LLC
A0.0 Cover SheetA0.1 Texas Accessibility Standards
CIVIL
S1.1 Structural Notes & SpecificationsS1.2 Structural Notes & SpecificationsS2.1 Foundation PlanS3.1 Platform Framing PlanS4.1 Roof Framing PlanS5.1 Foundation Sections & DetailsS5.2 Foundation Sections & DetailsS6.1 Framing Sections & DetailsS6.2 Framing Sections & DetailsS6.3 Framing Sections & DetailsS6.4 Framing Sections & DetailsS7.1 Wood Truss Profiles
STRUCTURAL
M0.0 Mechanical Cover SheetM0.1 Mechanical SpecificationsM0.2 Mechanical SpecificationsM1.0 Mechanical PlanM1.1 Mechanical Plan - PlatformM5.0 Mechanical DetailsM5.1 Mechanical DetailsM6.0 Mechanical SchedulesM6.1 Mechanical VRF Diagrams and CD PlanP0.0 Plumbing Cover SheetP0.1 Plumbing SpecificationsP0.2 Plumbing SpecificationsPS1.0 Plumbing Site PlanP1.0 Plumbing Under-Slab PlanP1.1 Plumbing PlanP5.0 Plumbing DetailsP6.0 Plumbing Schedules and RisersE0.0 Electrical Cover SheetE0.1 Electrical SpecificationsE1.0 Electrical Site PlanE2.0 Lighting PlanE3.0 Power PlanE3.1 Mechanical and Plumbing PowerE4.0 Electrical Riser and Schedules
MEPA1.0 Architectural Site PlanA2.1 Floor PlanA2.2 Platform Floor PlanA3.1 Exterior ElevationsA4.1 Building SectionsA4.2 Building & Wall SectionsA5.1 Partition Types and Typical DetailsA6.1 Door & Frame Types and DetailsA7.1 Interior Elevations and MillworkA8.1 Reflected Ceiling Plan and DetailsA9.1 Roof Plan and Details
ARCHITECTURAL
1 Cover Sheet2 General Construction Notes3 Final Plat4 Drainage Area Map5 Erosion, Sedimentation, & Tree Protection Plan6 Site Plan7 Fire Protection Plan8 Utility Plan9 Grading Plan10 Pond Layout & Details11 Standard Site Details12 Standard Erosion & Tree Protection Details13 Standard Water & Wastewater Details14 Landscape Plan15 Landscape Plan16 Elevation Plan17 Elevation Plan
1
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A0.0Cover Sheet
1
1ADDENDUM#103.22.2018
= REVISION
RE
F.
DW
A3.14
A3.1
A3.1
A3.1
3
2
1
73 SF
Toilet
116.1
79 SF
Office
113
135 SF
Office
107
136 SF
Office
105
190 SF
Office
116
75 SF
Office
112
128 SF
Office/Conference
108
136 SF
Office
104
58 SF
Women's
109
54 SF
Men's
11079 SF
Office
114
85 SF
Recept
103
149 SF
Breakroom
117
149 SF
Lobby
100
10'-0" 29'-0 1/2" 32'-11 1/2"
25'-0
"19
'-10"
6'-6
"4'
-9"
49'-9
1/2
"7'
-8 1
/2"
4'-9
"
10'-0" 62'-0"
17'-0
"7'
-0"
3'-6
"7'
-0"
6'-7
"8'
-8 1
/2"
425 SF
Conference
102
131 SF
File/Copy
118
17 SF
Storage
115
22 SF
Storage
106
200 SF
Open Office
119
302 SF
Hall
101
72'-0"
2'-8" 9'-0" 13'-1" 8'-3"
72'-0"
44'-1
0"
2'-0" 6'-0" 2'-0" 8'-2" 1'-4" 13'-10" 1'-4" 37'-3 1/2"
53'-9"
8'-0
"9'
-0"
8'-0
"2'
-0"
6'-1
0"1'
-8"
6'-1
0"2'
-6"
3'-6" 7'-0" 6'-2 1/2" 11'-6" 10"
1
A4.1
2
A4.1
7
A4.1
42 SF
Storage
102.1
43 SF
Server
119.1
179 SF
Hall
1116
A4.1
1'-4" 13'-2 1/2" 1'-4" 13'-2 1/2" 1'-4" 11'-3 1/2" 1'-4"
3
A4.1
4
A4.1
8
A4.15
A4.1
-
-
4
A4.2
-
-
- -
A7.114
13
A7.110 11
A7.1 4
5
6A7.1
1
2
3
A7.1 12A7.1 79
9'-7 1/2" 13'-7" 2'-7 1/2" 6'-0" 6'-8" 7'-0" 7'-0" 7'-0" 2'-6"
--
8
A7.1
5 Sim
4
Sim
6
Sim
6'-10" 5'-7 1/2" 16'-7" 12'-5 1/2" 10'-1" 4'-1" 4'-2"
101 113 114
107
106
105104
108a
103100b
102.1
102
118a
109
118b
100a
117a 116a
116b
115
117b
110
112
115
114
6 7 7
7
7
11
11
12
10 10
9
9
A7.1
16
A7.1
16Sim
A7.1
16Sim
A7.1
20
19
18
A7.1
158
HIGH
A7.1 21
17
7'-10" 4'-7 1/2" 7'-1" 7'-1 1/2" 5'-8 1/2" 9'-2 1/2" 9'-3" 9'-0"
2'-5"
10'-0" 8'-0" 15'-2" 8'-11 1/2" 14'-0" 8'-0 1/2" 5'-7 1/2"
10'-1
1/2
"4'
-5 1
/2"
10'-3
1/2
"9'
-4 1
/2"
4'-8
1/2
"
6'-1
1/2
"9'
-3 1
/2"
8'-8
"
6.1
4.1A
4.1
6.1
4.1
6.1
6.1
6.1A
6.1A
4.1A4.1A
6.1A
6.1A
4.1A
4.1A
6.1A6.1A6.1A
6.1A
4.1A
4.1
108b
7
7
7
31
170
1
5
3
116.1
116b
4
2
66 SF
Storage
120
119
6.1A
6.1A 4.1A
4.1A
6.1
4.1A
4.1A
6.1A
120
6.1A
4.1
4.1
4.1
4.1A
4.1A
9'-1" 1'-4"
13'-10 1/2" 13'-7"
DS
DS
DS
DS
DS
DS
DS
DSDS
WD
ICE
4.1A
6.1A
FE
C
CR CR
CRCRCR
CR
CR
CR
CR
CR CR CR CR
CR
CR
CONC. PAD FOR ODU-1, RE: MECH
CERAMIC TILE SHOWER, RE: A5.1
KNOX BOX
1
1
1
1
1
SIDEAPPROACH
SID
EA
PP
RO
AC
H
CODE STUDY LEGEND
33170
ACTUAL OCCUPANT EGRESSMAXIMUM EGRESS CAPACITY OF EXITNOTE: MAXIMUM CAPACITIESSINGLE DOOR 34" WIDE=170 PEOPLE MAXDOUBLE DOOR 68" WIDE=340 PEOPLE MAX
OFFICE
101ROOM NAMEROOM NUMBER
00 OCCUPANT CAPACITY OF EACH ROOM(BASED ON TABLE 1004.1.2)
2400 SF TOTAL AREA OF ROOM IN SQUARE FEET
Project No:
Date:
Fie
lds
& A
sso
cia
tes
Arc
hite
cts
1101
S. C
apita
l of T
exas
Hw
y.Te
l: 51
2-32
7-84
44A
ustin
, Tex
as 7
8746
Web
: ww
w.fi
elds
-arc
h.co
mB
ldg.
A, S
uite
101
Fax:
512
-327
-799
8
Revisions:
Civ
il En
gine
er:
Stru
ctur
al E
ngin
eer:
MEP
Eng
inee
r:
File
Nam
e:
FIELDS & ASSOCIATES ARCHITECTS, INC.C
Plot Date:
B2AE
P, L
LC35
10 E
agle
Way
Roun
d Ro
ck, T
exas
786
81Te
l:(51
2)91
5-74
18
Har
rim
an F
inan
cial
Offi
ce B
uild
ing
3001
Gla
cier
Pas
s La
ne, C
edar
Par
k, T
X 7
8613
Ro
bert
Koste
r, PE
Con
sulti
ng E
ngin
eer
2013
Sim
brah
Driv
eCe
dar P
ark,
Tex
as 7
8613
Tel:(
512)
331
-747
7
Pick
ett K
elm
& A
ssoc
iate
s41
00 D
uval
Roa
dAu
stin,
Tex
as 7
8759
Tel:(
512)
345
-553
803
/22/
2018
2018
02/26/2018
1679
\\FIE
LDSS
RV
001\
Pro j
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-II\1
679
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iddi
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N.r
vt
3/22/201811:35:00 AM
A2.1Floor PlanSCALE: 1/4" = 1'-0"A2.1
1 Floor Plan
ROOM FINISH SCHEDULERM-NB ROOM NAME WALL BASE FLOOR REMARKS
100 Lobby PNT. WD. C.T. 12"X12" FLOOR TILE101 Hall PNT. WD. CPT.102 Conference PNT. WD. CPT.
102.1 Storage PNT. WD. CPT.103 Recept PNT. WD. CPT.104 Office PNT. WD. CPT.105 Office PNT. WD. CPT.106 Storage PNT. WD. CPT.107 Office PNT. WD. CPT.108 Office/Conference PNT. WD. CPT.109 Women's C.T. C.T. C.T. 12"X12" FLOOR TILE110 Men's C.T. C.T. C.T. 12"X12" FLOOR TILE111 Hall PNT. WD. CPT.112 Office PNT. WD. CPT.113 Office PNT. WD. CPT.114 Office PNT. WD. CPT.115 Storage PNT. WD. CPT.116 Office PNT. WD. CPT.
116.1 Toilet C.T. C.T. C.T. 12"X12" FLOOR TILE117 Breakroom PNT. WD. C.T. 12"X12" FLOOR TILE118 File/Copy PNT. WD. CPT.119 Open Office PNT. WD. CPT.
119.1 Server PNT. WD. VCT.120 Storage PNT. NO BASE CONC.
FLOOR PLAN LEGEND
FIRE EXTINGUISHER CABINET
ROOM FINISH LEGEND
FEC
FLOOR:
BASE:
WD.
C.T.
WALLS:
PNT.
C.T.
WOOD BASE; RE: 13/A6.1CERAMIC TILE
TAPE, BED, TEXTURE & PAINT
CERAMIC TILE
1. CONTRACTOR IS RESPONSIBLE FOR REPAIRING OF UTILITIES/SYSTEMS IF DAMAGED DURING CONSTRUCTION.
2. ALL DOOR HARDWARE TO MEET CURRENT ADA/TAS STANDARDS.
3. VERIFY ALL CONDITIONS, DIMENSIONS, AND LOCATIONS IN FIELD.
4. PERFORM ALL WORK IN COMPLIANCE WITH APPLICABLE CODES AND STANDARDS.
5. COORDINATE AND INSTALL ALL NECESSARY BLOCKING, SHIMS, AND BRACES FOR FIXTURES, EQUIPMENT, AND ACCESSORIES.
6. PROVIDE TRANSITION STRIPS AT ALL DISSIMILAR FLOOR FINISHES.
7. AT GYPSUM BOARD CEILINGS, MAINTAIN MIN. 8" CLEARANCE BETWEEN GYPSUM BOARD CONTROL JOINTS AND LIGHTS.
8. FOR PARTITION TYPES AND MISCEALLANEOUS DETAILS REFER TO SHEET A5.1
9. REFER TO 1/A6.1 FOR FRAME TYPES AND 2/A6.1 FOR DOOR TYPES
CONC.
C.T.
CONCRETE
CERAMIC TILE
VCT. VINYL COMPOSITION TILE
DOOR SCHEDULEMark Pair Width Height Frame Depth Frame Type Frame Material Frame Finish Door Type Door Material Door Finish Head Detail Jamb Detail Sill Detail Weatherstripping Threshold Hold Open Panic Hardware Card Reader Description100a 3' - 0" 7' - 0" 0' - 4 1/2" 1 Aluminum Prefinished C Aluminum Prefinished 14/A6.1 14/A6.1 3/A6.1 * * *100b 3' - 0" 7' - 0" 0' - 6 3/4" 13 Wood Stained B Wood Stained 9/A6.1 9/A6.1101 3' - 0" 7' - 0" 0' - 6 3/4" 13 Wood Stained A Wood Stained 9/A6.1 9/A6.1102 X 3' - 0" 6' - 0" 0' - 4 3/4" 13 Wood Stained Wood Stained 5/A6.1 5/A6.1
102.1 3' - 0" 7' - 0" 0' - 4 3/4" 13 Wood Stained A Wood Stained 5/A6.1 5/A6.1103 3' - 0" 7' - 0" 0' - 4 3/4" 13 Wood Stained B Wood Stained 5/A6.1 5/A6.1 *104 3' - 0" 7' - 0" 0' - 4 3/4" 13 Wood Stained B Wood Stained 5/A6.1 5/A6.1 *105 3' - 0" 7' - 0" 0' - 4 3/4" 13 Wood Stained B Wood Stained 5/A6.1 5/A6.1 *106 3' - 0" 7' - 0" 0' - 4 3/4" 13 Wood Stained A Wood Stained 5/A6.1 5/A6.1107 3' - 0" 7' - 0" 0' - 4 3/4" 13 Wood Stained B Wood Stained 5/A6.1 5/A6.1 *
108a 3' - 0" 7' - 0" 0' - 6 3/4" 13 Wood Stained B Wood Stained 9/A6.1 9/A6.1 *108b 3' - 0" 7' - 0" 0' - 6 3/4" 13 Wood Stained A Wood Stained 9/A6.1 9/A6.1109 3' - 0" 7' - 0" 0' - 4 3/4" 13 Wood Stained A Wood Stained 5/A6.1 5/A6.1110 3' - 0" 7' - 0" 0' - 4 3/4" 13 Wood Stained A Wood Stained 5/A6.1 5/A6.1112 3' - 0" 7' - 0" 0' - 6 3/4" 13 Wood Stained B Wood Stained 9/A6.1 9/A6.1 *113 3' - 0" 7' - 0" 0' - 4 3/4" 13 Wood Stained B Wood Stained 5/A6.1 5/A6.1 *114 3' - 0" 7' - 0" 0' - 4 3/4" 13 Wood Stained B Wood Stained 5/A6.1 5/A6.1 *115 3' - 0" 7' - 0" 0' - 4 3/4" 13 Wood Stained A Wood Stained 5/A6.1 5/A6.1
116.1 2' - 6" 7' - 0" 13 Pocked Door116a 3' - 0" 7' - 0" 0' - 6 3/4" 13 Wood Stained B Wood Stained 9/A6.1 9/A6.1 *116b 3' - 0" 7' - 0" 0' - 4 3/4" 13 Wood Stained A Wood Stained 5/A6.1 5/A6.1117a 3' - 0" 7' - 0" 0' - 6 3/4" 13 Wood Stained B Wood Stained 9/A6.1 9/A6.1117b 3' - 0" 7' - 0" 0' - 4 1/2" 3 Aluminum Prefinished C Aluminum Prefinished 14/A6.1 14/A6.1 3/A6.1 * * *118a 3' - 0" 7' - 0" 0' - 6 3/4" 13 Wood Stained A Wood Stained 9/A6.1 9/A6.1 *118b 3' - 0" 7' - 0" 0' - 6 3/4" 13 Wood Stained A Wood Stained 9/A6.1 9/A6.1 *119 3' - 0" 7' - 0" 0' - 4 3/4" 13 Wood Stained A Wood Stained 5/A6.1 5/A6.1 *120 X 3' - 0" 7' - 0" 0' - 8 1/4" 13 Hollow Metal Painted A Hollow Metal Painted
APPLICABLE BUILDING CODES:
2011 National Electric Code with local amendment2012 International Fire Code with local amendments2012 International Building Code2012 International Plumbing, Mechanical and Gas Codes2015 International Energy Code
Section 304 Occupancy: Group B - Business (principal intended use)
ALLOWABLE BUILDING HEIGHTS AND AREAS:
Table 503 Allowable height 40' - 0" 2 storiesActual height 24' - 8" 1 storyAllowable Area 9,000 SF Actual Gross Area 3,490 SF Actual Conditioned Area 3,133 SF
TYPES OF CONSTRUCTION:
Section 602.5 Construction: Type V - B
Table 601: Fire-Resistance Rating Requirements for Buidling Elements (Hours)Primary structural frame 0Bearing Walls - Interior and Exterior 0Nonbearing Interior Walls and Paritions 0Floor Construction and associated secondary members 0Roof Construction and associated secondary memebers 0
Table 602: Fire-Resistance Rating Requirements for Exterior Walls based on fire separation distance: X>30 = 0
MEANS OF EGRESS:
Table 1004.1.2 Design occupant load is determined from the maximum floor area.Allowances per occupant as stated in table 1004.1.2 - Business areas 100 sf gross
Section 1005.1 Egress width per occupant = 0.2 inches per occupant.
Occupant Load Exits Required Exits Provided Total Exit Capacity 31 1 2 68"/.2 = 340 Occupants
Exit and Exit Access Doorways
Table 1015.1 Spaces With One Exit or Exit Access DoorwayOccupancy B - Maximum Occupant Load 49 (Actual 31)
Number of Exits One exits required (2 exits provided)
Exit Access Travel Distance
Table 1016.1 Exit access travel distance for buildings without automatic sprinkler system is 200 feet.
Corridors
Section 1018.1, Exception 4. - A fire-resistance rating is not required for corridors in an occupancy in Group B which is a space requiring only a single means of egress complying with Section 1015.1
Section 1018.4 Dead ends - Where more than one exit or exit access doorway is required, the exit access shall be arranged such that there are no dead ends in corridors more thans 20 feet in length. (Since only one exit is required dead end corridors are acceptable.)
Plumbing Fixture Count Table 2902.1 Minimum Number of Required Plumbing FixturesWater Closets 2 required, 3 providedLavatories 1 required, 3 providedShower 0 required, 1 providedDrinking Fountainf 1 required, 0 provided (Providing 1 filtered water dispenser)Service Sink 1 required, 1 provided
f. Drinking fountains are not required for an occupant load of 15 or fewer.
GENERAL NOTE: Occupants per 100 sf a person is 31, the ACTUAL building employees will be under 15 as there are only offices for 11 or 12 people at full capacity. Currently, the owner has seven people working at the current location.
CODE ANALYSIS:
GENERAL NOTES:
TRUE NORTH
PLANNORTH
B
0' - 4 3/4" Wood Stained A Wood Stained 5/A6.1 sim 5/A6.1 sim
1
1ADDENDUM#103.22.2018
= REVISION
1
Floor Plan0' - 0"
Bottom of Soffit10' - 0"
Platform12' - 6"
1
A4.1
7
A4.16
A4.1
4
A4.2
D
H
612
612
AH
D
A
FF
E
EBottom of Truss
11' - 10"
Floor Plan0' - 0"
Bottom of Soffit10' - 0"
Platform12' - 6"
2
A4.1
3
A4.1 4
A4.1
8
A4.1
5
A4.1
D
A
F
612
612
F
E
D
A
FF
E
C C
EBottom of Truss
11' - 10"
Floor Plan0' - 0"
Bottom of Soffit10' - 0"
Platform12' - 6"
2
A4.1
3
A4.1
4
A4.1
8
A4.15
A4.1
D
A
C
612
612
H
CF
E
D
A
F
EBottom of Truss
11' - 10"
KNOXBOXMOUNTED
60" AFF,SEE A2.1
1
3001
1
ALUMINUM NUMBERS 3001, MIN. 8" IN HEIGHT, CONTRASTING COLOR, AS SELECTED BY OWNER/ ARCHITECT.
Floor Plan0' - 0"
Bottom of Soffit10' - 0"
Platform12' - 6"
1
A4.1
7
A4.1
6
A4.1
4
A4.26
126
12
D
HC
F
E
F FF
D
A
F
E
A
Bottom of Truss11' - 10"
EXTERIOR MATERIALS LEGEND
A LIMESTONE VENEER
HARDIBOARD
ALUMINUM STOREFRONT
ASPHAST SHINGLE ROOF
PREFINISHED METAL GUTTER
PREFINISHED METAL DOWNSPOUT
LIGHT FIXTURE, RE: ELECTRICAL
COLUMN
B
C
D
1. COORDINATE DOWNSPOUT LOCATIONS WITH ROOF PLAN
2. REFER TO FRAME TYPES ON A6.1
GENERAL NOTES
E
F
G
H
SCALE: 1/4" = 1'-0"A3.1
4 North Elevation
SCALE: 1/4" = 1'-0"A3.1
3 West Elevation
SCALE: 1/4" = 1'-0"A3.1
1 East Elevation
SCALE: 1/4" = 1'-0"A3.1
2 South Elevation
Project No:
Date:
Fie
lds
& A
sso
cia
tes
Arc
hite
cts
1101
S. C
apita
l of T
exas
Hw
y.Te
l: 51
2-32
7-84
44A
ustin
, Tex
as 7
8746
Web
: ww
w.fi
elds
-arc
h.co
mB
ldg.
A, S
uite
101
Fax:
512
-327
-799
8
Revisions:
Civ
il En
gine
er:
Stru
ctur
al E
ngin
eer:
MEP
Eng
inee
r:
File
Nam
e:
FIELDS & ASSOCIATES ARCHITECTS, INC.C
Plot Date:
B2AE
P, L
LC35
10 E
agle
Way
Roun
d Ro
ck, T
exas
786
81Te
l:(51
2)91
5-74
18
Har
rim
an F
inan
cial
Offi
ce B
uild
ing
3001
Gla
cier
Pas
s La
ne, C
edar
Par
k, T
X 7
8613
Ro
bert
Koste
r, PE
Con
sulti
ng E
ngin
eer
2013
Sim
brah
Driv
eCe
dar P
ark,
Tex
as 7
8613
Tel:(
512)
331
-747
7
Pick
ett K
elm
& A
ssoc
iate
s41
00 D
uval
Roa
dAu
stin,
Tex
as 7
8759
Tel:(
512)
345
-553
803
/22/
2018
2018
02/26/2018
1679
\\FIE
LDSS
RV
001\
Pro j
ects
-II\1
679
Har
rim
an F
i nan
ce\0
4 B
iddi
n g a
nd N
egot
iatio
n\R
evit\
Har
rim
a n N
ew O
ffice
Bu i
ldin
g B
N_l
ori.r
v t
3/21/20182:11:53 PM
A3.1Exterior Elevations
1
1ADDENDUM#103.22.2018
= REVISION
Floor Plan0' - 0"
Bottom of Soffit10' - 0"
1
A4.16
A4.1
A4.21
A4.23
Sim
4
A4.2
WET BAR
126
126
Bottom of Truss11' - 10"
9'-6
"Floor Plan
0' - 0"
Bottom of Soffit10' - 0"
Platform12' - 6"
2
A4.1
3
A4.1
4
A4.1
8
A4.1
5
A4.1
CONFERENCE ROOM TOILET OFFICE OFFICE
A4.22
612
SOFFIT
126
6" SPRAY-IN CLOSED CELL POLYURETHANE WITH A DENSITY OF 2LB PER CUBIC FOOT OR GREATER (R35), TYPICAL
DIMENSIONAL SHINGLE AND ONE LAYER #15 FELT UNDERLAYMENT ON 3/4" PLYWOOD, TYP.
PRE-ENGINEERED WOOD TRUSS, RE: STRUCTURAL
126
PLATFORM
2x10 JOIST @ 24" O.C. ABOVE PLATFORM, RE:
STRUCTURAL, TYP.
3/4" PLYWOOD DECK ON 2x12
JOISTS @16" O.C. TYP., RE: STRUCT.
2x6" @16" O.C. LOAD BEARKING
STUD WALL RE: STRUCT.
2x6" @16" O.C. LOAD BEARKING STUD
WALL RE: STRUCT.
SOFFITCEILING,AS SCHED.
A4.21
Sim
FILES/COPY
Bottom of Truss11' - 10"
1
Floor Plan0' - 0"
Bottom of Soffit10' - 0"
Platform12' - 6"
1
A4.17
A4.1
6
A4.1
BREAKROOM
FILE/COPY
LOBBYHALL HALL
4
A4.2
126
DIMENSIONAL SHINGLE AND ONE LAYER #15 FELT UNDERLAYMENT ON 3/4" PLYWOOD, TYP.
6" SPRAY-IN CLOSED CELL POLYURETHANE WITH A DENSITY OF 2LB PER CUBIC FOOT OR
GREATER (R35), TYPICAL
PRE-ENGINEERED WOOD TRUSS, RE: STRUCTURAL
SOFFIT
126
6" SPRAY-IN CLOSED CELL POLYURETHANE WITH A DENSITY OF 2LB PER CUBIC FOOT OR GREATER (R35), TYPICAL
PLATFORM
2x10 JOIST @ 24" O.C. ABOVE PLATFORM, RE:
STRUCTURAL, TYP.
3/4" PLYWOOD DECK ON 2x12
JOISTS @16" O.C. TYP., RE: STRUCT.
2x6" @16" O.C. LOAD BEARKING
STUD WALL RE: STRUCT.
CEILING, AS SCHED.
6" WOOD BASE, STAINED, AS SCHED.
FRAMED OPENINGRE: STRUCTURAL
ATTIC ACCESS STAIR
PLATFORM WALL BEYOND
Bottom of Truss11' - 10"
1
1
Floor Plan0' - 0"
Bottom of Soffit10' - 0"
Platform12' - 6"
2
A4.1
3
A4.1
4
A4.1
8
A4.1
5
A4.1
OFFICETOILET OPEN OFFICE
PLATFORM
2x10 JOIST @ 24" O.C. ABOVE PLATFORM, RE: STRUCTURAL, TYP.
3/4" PLYWOOD DECK ON 2x12 JOISTS @16" O.C. TYP., RE: STRUCT.
2x6" @16" O.C. LOAD BEARKING STUD WALL RE: STRUCT.
PLATFORM LOAD BEARING STUD WALL BEYOND 2x6" @16" O.C.
LOAD BEARKING STUD WALL RE: STRUCT.
6" SPRAY-IN CLOSED CELL POLYURETHANE WITH A DENSITY OF 2LB PER CUBIC FOOT OR GREATER
(R35), TYPICAL
DIMENSIONAL SHINGLE AND ONE LAYER #15 FELT UNDERLAYMENT ON 3/4" PLYWOOD, TYP.
SOFFIT
126
A4.23
Sim
CEILING,AS SCHED.
Bottom of Truss11' - 10"
1
Floor Plan0' - 0"
1
A4.1
7
A4.1
6
A4.1
STORAGE CONFERENCE OPEN OFFICE PORCH
4
A4.2
SOFFIT
126 6" SPRAY-IN CLOSED CELL POLYURETHANE WITH A
DENSITY OF 2LB PER CUBIC FOOT OR GREATER (R35), TYPICAL
DIMENSIONAL SHINGLE AND ONE LAYER #15 FELT UNDERLAYMENT ON 3/4" PLYWOOD, TYP.
OVERBUILD TRUSSES THIS AREA, RE: STRUCTURAL
6" SPRAY-IN CLOSED CELL POLYURETHANE WITH A DENSITY OF 2LB PER CUBIC FOOT OR GREATER (R35), TYPICAL
PRE-ENGINEERED WOOD TRUSS, RE: STRUCTURAL
SOFFIT
12612
6
A4.23
Sim
11
Floor Plan0' - 0"
Bottom of Soffit10' - 0"
Platform12' - 6"
7
A4.1
6
A4.16" SPRAY-IN CLOSED CELL POLYURETHANE WITH A
DENSITY OF 2LB PER CUBIC FOOT OR GREATER (R35), TYPICAL
DIMENSIONAL SHINGLE AND ONE LAYER #15 FELT UNDERLAYMENT ON 3/4" PLYWOOD, TYP.
STORAGE TOILET HALL
PRE-ENGINEERED WOOD TRUSS, RE: STRUCTURAL
SOFFIT
126
Bottom of Truss11' - 10"
1
Floor Plan0' - 0"
Platform12' - 6"
3
A4.1
4
A4.1 8
A4.1
5
A4.1
A4.23
A4.22
Sim
PLUMBINGHALL
OPEN OFFICE
PLATFORM
6" SPRAY-IN CLOSED CELL POLYURETHANE WITH A DENSITY OF 2LB PER CUBIC FOOT
OR GREATER (R35), TYPICAL
DIMENSIONAL SHINGLE AND ONE LAYER #15 FELT UNDERLAYMENT ON 3/4" PLYWOOD, TYP.
PRE-ENGINEERED WOOD TRUSS, RE: STRUCTURAL
SOFFIT
126
126
126
2x10 JOIST @ 24" O.C. ABOVE PLATFORM, RE:
STRUCTURAL, TYP.
3/4" PLYWOOD DECK ON 2x12
JOISTS @16" O.C. TYP., RE: STRUCT.
2x6" @16" O.C. LOAD BEARKING
STUD WALL RE: STRUCT.
2x6" @16" O.C. LOAD BEARKING STUD WALL RE: STRUCT.
CEILING, AS SCHED.
6" WOOD BASE, STAINED, AS SCHED.
ATTIC ACCESS STAIR
FRAMED OPENINGRE: STRUCTURAL
Bottom of Truss11' - 10"
1
Floor Plan0' - 0"
Bottom of Soffit10' - 0"
Platform12' - 6"
1
A4.1
7
A4.1
6
A4.1
PORCH OFFICE OFFICE OFFICE
6" SPRAY-IN CLOSED CELL POLYURETHANE WITH A DENSITY OF 2LB PER CUBIC FOOT OR
GREATER (R35), TYPICAL
DIMENSIONAL SHINGLE AND ONE LAYER #15 FELT UNDERLAYMENT ON 3/4" PLYWOOD, TYP.
PRE-ENGINEERED WOOD TRUSS, RE: STRUCTURAL
SOFFIT
126
2x10 JOIST @ 24" O.C. ABOVE PLATFORM, RE:
STRUCTURAL, TYP.
3/4" PLYWOOD DECK ON 2x12
JOISTS @16" O.C. TYP., RE: STRUCT.
2x6" @16" O.C. LOAD BEARKING STUD WALL RE: STRUCT.
PLATFORM
Bottom of Truss11' - 10"
1
Project No:
Date:
Fie
lds
& A
sso
cia
tes
Arc
hite
cts
1101
S. C
apita
l of T
exas
Hw
y.Te
l: 51
2-32
7-84
44A
ustin
, Tex
as 7
8746
Web
: ww
w.fi
elds
-arc
h.co
mB
ldg.
A, S
uite
101
Fax:
512
-327
-799
8
Revisions:
Civ
il En
gine
er:
Stru
ctur
al E
ngin
eer:
MEP
Eng
inee
r:
File
Nam
e:
FIELDS & ASSOCIATES ARCHITECTS, INC.C
Plot Date:
B2AE
P, L
LC35
10 E
agle
Way
Roun
d Ro
ck, T
exas
786
81Te
l:(51
2)91
5-74
18
Har
rim
an F
inan
cial
Offi
ce B
uild
ing
3001
Gla
cier
Pas
s La
ne, C
edar
Par
k, T
X 7
8613
Ro
bert
Koste
r, PE
Con
sulti
ng E
ngin
eer
2013
Sim
brah
Driv
eCe
dar P
ark,
Tex
as 7
8613
Tel:(
512)
331
-747
7
Pick
ett K
elm
& A
ssoc
iate
s41
00 D
uval
Roa
dAu
stin,
Tex
as 7
8759
Tel:(
512)
345
-553
803
/22/
2018
2018
02/26/2018
1679
\\FIE
LDSS
RV
001\
Pro j
ects
-II\1
679
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rim
an F
i nan
ce\0
4 B
iddi
n g a
nd N
egot
iatio
n\R
evit\
Har
rim
a n N
ew O
ffice
Bu i
ldin
g B
N.r
vt
3/22/201812:00:20 PM
A4.1Building SectionsSCALE: 1/4" = 1'-0"A4.1
2 Building Section - Conference RoomSCALE: 1/4" = 1'-0"A4.1
1 Building Section - Conference Room/Mezzanine
SCALE: 1/4" = 1'-0"A4.1
4 Building Section - Entry/Mezzanine
SCALE: 1/4" = 1'-0"A4.1
7 Building Section - Office/Breakroom
SCALE: 1/4" = 1'-0"A4.1
5 Building Section - Conference/Open Office
SCALE: 1/4" = 1'-0"A4.1
8 Building Section - Toilet/Hall
SCALE: 1/4" = 1'-0"A4.1
6 Building Section
SCALE: 1/4" = 1'-0"A4.1
3 Building Section - Office
1
1ADDENDUM#103.22.2018
= REVISION
Floor Plan0' - 0"
Bottom of Soffit10' - 0"
SOFFIT
DIMENSIONAL SHINGLE ANDONE LAYER #15 FELT UNDERLAYMENTON 3/4" PLYWOOD
SOLID 2X BLOCKINGBETWEEN WOOD TRUSSES
126
6" SPRAY-IN CLOSED CELL POLYURETHANE WITH A DENSITY OF 2LB PER CUBIC FOOT OR GREATER (R35), TYPICAL
ALUMINUM STOREFRONTAND GLAZING, RE: A6.1
CEILING, AS SCHED.
PRE-ENGINEEREDWOOD TRUSS,
RE: STRUCTURAL
HEADER, RE: STRUCT.
Bottom of Truss11' - 10"
A6.118
1
Floor Plan0' - 0"
Bottom of Soffit10' - 0"
5/8" GYP. BD. ON 2x6 WOOD STUDS AT 16' O.C.FILLED WITH 6" BATT INSULATION
1/2" SHEATHING
1" RIGID INSULATION
LIMESTONE VENEER
2" AIR SPACE
6" WOOD BASE,STAINED
CEILING, AS SCHED.
SOFFIT
CONT. DOUBLE 2X6 TOP PLATE
DIMENSIONAL SHINGLE ANDONE LAYER #15 FELT UNDERLAYMENTON 3/4" PLYWOOD
SOLID 2X BLOCKINGBETWEEN WOOD TRUSSES
12
6
6" SPRAY-IN CLOSED CELL POLYURETHANE WITH A DENSITY OF 2LB PER CUBIC FOOT OR GREATER (R35), TYPICAL
Bottom of Truss11' - 10"
1
Floor Plan0' - 0"
Bottom of Soffit10' - 0"
6'-0
"
5/8" GYP. BD. ON 2x6 WOOD STUDS AT 16' O.C.FILLED WITH 6" BATT INSULATION
1/2" SHEATHING
1" RIGID INSULATION
LIMESTONE VENEER
2" AIR SPACE
FRAME AND GLAZING,AS SCHEDULED
SOFFIT
LIMESTONE VENEER
SOLID 2X BLOCKINGBETWEEN WOOD TRUSSES
CEILING, AS SCHED.
CONT. DOUBLE 2X6 TOP PLATE
126
DIMENSIONAL SHINGLE ANDONE LAYER #15 FELT UNDERLAYMENTON 3/4" PLYWOOD
6" SPRAY-IN CLOSED CELL POLYURETHANE WITH A DENSITY OF 2LB PER CUBIC FOOT OR GREATER (R35), TYPICAL
Bottom of Truss11' - 10"
1
STAIN GRADE WOOD SILL, STAINED TO
MATCH DOOR/ WINDOW TRIM;
TYPICAL ALL EXTERIOR OFFICE WINDOWS
1
Floor Plan0' - 0"
Bottom of Soffit10' - 0"
Platform12' - 6"
3
A4.1
4
A4.1
5
A4.1
STORAGE LOBBY
A4.23
Sim
Bottom of Truss11' - 10"
Project No:
Date:
Fie
lds
& A
sso
cia
tes
Arc
hite
cts
1101
S. C
apita
l of T
exas
Hw
y.Te
l: 51
2-32
7-84
44A
ustin
, Tex
as 7
8746
Web
: ww
w.fi
elds
-arc
h.co
mB
ldg.
A, S
uite
101
Fax:
512
-327
-799
8
Revisions:
Civ
il En
gine
er:
Stru
ctur
al E
ngin
eer:
MEP
Eng
inee
r:
File
Nam
e:
FIELDS & ASSOCIATES ARCHITECTS, INC.C
Plot Date:
B2AE
P, L
LC35
10 E
agle
Way
Roun
d Ro
ck, T
exas
786
81Te
l:(51
2)91
5-74
18
Har
rim
an F
inan
cial
Offi
ce B
uild
ing
3001
Gla
cier
Pas
s La
ne, C
edar
Par
k, T
X 7
8613
Ro
bert
Koste
r, PE
Con
sulti
ng E
ngin
eer
2013
Sim
brah
Driv
eCe
dar P
ark,
Tex
as 7
8613
Tel:(
512)
331
-747
7
Pick
ett K
elm
& A
ssoc
iate
s41
00 D
uval
Roa
dAu
stin,
Tex
as 7
8759
Tel:(
512)
345
-553
803
/22/
2018
2018
02/26/2018
1679
\\FIE
LDSS
RV
001\
Pro j
ects
-II\1
679
Har
rim
an F
i nan
ce\0
4 B
iddi
n g a
nd N
egot
iatio
n\R
evit\
Har
rim
a n N
ew O
ffice
Bu i
ldin
g B
N.r
vt
3/22/201812:01:08 PM
A4.2Building & Wall Sections
SCALE: 3/4" = 1'-0"A4.2
1 Wall Section, Typical @ SoffitSCALE: 3/4" = 1'-0"A4.2
3 Wall Section, TypicalSCALE: 3/4" = 1'-0"A4.2
2 Wall Section, Typical at WindowSCALE: 1/4" = 1'-0"A4.2
4 Building Section - Lobby/Offices
1
1ADDENDUM#103.22.2018
= REVISION
5
3'-0
"4'
-2"
2'-1
0"
10'-0
"
6'-0"
2" EQ 2" EQ 2"
A ALL GLASS - EXTERIOR
17/A6.1
10/A6.1
6/A6.1
BLINDS
3'-0
"4'
-2"
2'-1
0"1'
-0"
9"
11'-9
"
13'-7"
A ALL GLASS - EXTERIOR
14/A6.1
10
/A6.1
16/A6.13/A6.1
3'-5
"
15'-2
"
2" 2'-11 1/2" 2" 1'-10" 2" 3'-0" 2" 1'-10" 2" 2'-11 1/2" 2"
19/A6.1
4'-0
"2'
-0"
6
6'-0"
2" 2'-9" 2" 2'-9" 2"
A ALL GLASS - EXTERIOR
11/A6.1 sim
7/A
6.1
sim
BLINDS
4'-0
"2'
-0"
7
7'-0"
2" EQ 2" EQ 2"
A ALL GLASS - EXTERIOR
11/A6.1 sim
7/A
6.1
sim
BLINDS
1'-0
"
8
D ALL GLASS - EXTERIOR
2'-0"
OPERABLE
A ALL GLASS - EXTERIOR U.N.O.
A1A1 A1
2
9'-0"
2" EQ 2" EQ 2" EQ 2"
17/A6.1
10/A6.1
6/A6.1
BLINDS
10'-0
"
7'-2
"2'
-10"
3'-0
"4'
-2"
7'-2
"2'
-10"
10'-0
"
11'-6"
2" 3'-0" 2" EQ 2" EQ 2" EQ 2"
3'-0
"4'
-2"
A ALL GLASS - EXTERIOR
17/A6.1
10/A6.1
6/A6.1
14/A6.1
A ALL GLASS - EXTERIOR
9'-0"
2" EQ 2" EQ 2" EQ 2"
4
17/A6.1
10/A6.1
6/A6.1
BLINDS
10'-0
"
2'-1
0"7'
-2"
4'-2
"3'
-0"
10
4'-4 1/2"
2" EQ 2" EQ 2"
C ALL GLASS - INTERIOR
3'-0
"4'
-2"
7'-2
"
4&8
/A6.1
4&8/A6.1
BLINDS
12
3'-0
"4'
-0"
7'-0
"
C ALL GLASS - INTERIOR
LOCKABLESLIDING WINDOW
4&8
/A6.1
4&8/A6.1 sim
sim
9
C ALL GLASS - INTERIOR
3'-0
"4'
-2"
7'-2
"
2'-10"
2" 2'-6" 2"
4&8
/A6.1
4&8/A6.1
BLINDS
11
3'-0
"4'
-2"
7'-2
"
C ALL GLASS - INTERIOR
8'-0"
2"EQ2"EQ2"EQ2"
4&8
/A6.1
4&8/A6.1
BLINDS
(RE: SPECS FOR ADDITIONAL REQUIREMENTS)
1" INSULATED GLASSINTERIOR LITE - 1/4" TEMPERED GLASS (CLEAR)EXTERIOR LITE - 1/4" TEMPERED GLASS (TINTED)
1/4" TEMPERED GLASS (TINTED)
1/4" TEMPERED GLASS (CLEAR)
GLASS SCHEDULE
A
B
C
1" INSULATED GLASSINTERIOR LITE - 1/4" TEMPERED GLASS (CLEAR)EXTERIOR LITE - 1/4" TEMPERED GLASS (OPAQUE)
A1
1/4" TEMPERED GLASS (FROSTED)D
A B
C ALL GLASS - INTERIOR
B ALL GLASS - EXTERIOR
WOOD DOOR WOOD DOOR
7'-0
"
10"
5'-8
"6"
7'-0
"
RE: DR. SCHED.RE: DR. SCHED.
ALUM. THRESHOLDSET IN MASTIC
DOOR ASSCHEDULED
WEATHERSTRIPPINGAT EXTERIOR DOORSFULL BED OF MASTIC
EXPANSION BOLT
A WHERE CANOPY OVERHANG IS MORE THAN 4 FT.
NOTE: FIELD VERIFYALL DIMENSIONS &SHAPES
WATERTIGHT JOINTSAT CORNERS ANDSPLICES
0.062 BREAK ALUM. SILL PAN- WITH SEALED BACK & END DAMS- FULL LENGTH OF MASONRY OPENING- MATCH WINDOW FINISH
RUBBERIZED ASPHALT FLASHING- LAP OVER MTL. END DAMS- EXTEND 8" UP BEHIND JAMB- EXTEND 4" ON BOTTOM SILL PAN- NO EXPOSED FLASHING
EXTERIOR
INTERIOR
1-1
/2"
VERIFY
11/ 2
"
VERIFY
4"
8"
GYP. BD. ON 2XWOOD STUDS
1X WOOD TRIM
DOOR, AS SCHED.
3/4" 4 3/4" 3/4"
1/4
"2 3
/4"
1/4
" SHIM
(TYP
)1 1
/2"
GYP. BD. ON 2XWOOD STUDS
1X WOOD TRIM
GLAZING, AS SCHED.
3/4" 4 3/4" 3/4"
1/4
"2 3
/4"
(TYP
)1 1
/2"
1/4
" SHIM
3/4" 6 3/4" 3/4"
GYP. BD. ON 2XWOOD STUDS
1X WOOD TRIM
DOOR, AS SCHED.
(TYP
)
1/4
"2 3
/4"
1 1
/2"
1/4
" SHIM
GYP. BD. ON 2XWOOD STUDS
1X WOOD TRIM
GLAZING, AS SCHED.
(TYP
)
3/4" 6 3/4" 3/4"1/4
"2 3
/4"
1 1
/2"
1/4
" SHIM
3"
1/2
"2"
1/2
"
4 3/4"
3"
1/2
"2"
1/2
"
6 3/4"
@ 4" STUD WALL @ 6" STUD WALL
5/8" GYP. BD. ON2X WOOD STUDS
5 1
/2"
1/2
" 4 3/4" 6 3/4"
2"
2" 4 3/4"
1 1
/2"
1/2
" 1 1
/2"
1/2
"
@ 4" STUD WALL @ 6" STUD WALL
2" 2 3/4"
2"
4 3/4" 6 3/4"
3"
3"
2" 2 3/4" 2" 4 3/4"
1/2
"2"
1/2
"
1/2
"2"
1/2
"
@ 4" STUD WALL @ 6" STUD WALL
AT EXT. ONLY: MTL. SILL PAN & SEALED END DAMS BY SUPPLIER - BED IN SEALANT
OUTSIDE
1/4" JOINTW/ SEALANT
SCHED. GLAZINGIN ALUM. FRAME
NO SEALANT
EXTERIOR
4 1/2"
2"
SCHED. GLAZING IN ALUM. FRAME
EXTERIOR
2" E
XTER
IOR
4 1/2"
SCHED. DOOR
SCHED. GLAZING IN ALUM. FRAME
EXTERIOR
4 1/2"
2"
LIMESTONE VENEER
STEEL LINTELRE:STRUCTURAL
2X6 WOOD STUD W/R19 BATT INSULATION
5/8" GYP. BOARD
2X WOOD BLOCKING
1/2" PLYWOOD SHEATHING
1" RIGID FOAMCONTINUOUS INSULATION
SEALANT
STOREFRONT SYSTEM W/ INSULATEDGLAZING AS SCHEDULED
.
WIN
DO
W S
IZE
AS S
CHED
.
5/8" GYP. BOARD
2X6 WOOD STUDS W/R19 BATT INSULATION
DOUBLE STUDS AT JAMB
2X WOOD BLOCKING
FLASHING
SEALANT
SILL BELOW
5 1/4"
7 1/2" 5 1/2"
1" CONTINUOUS INSULATION
1/2" SHEATHING
LIMESTONE VENEER
2X6 WOOD STUD W/R19 BATT INSULATION
5/8" GYP. BOARD
2X WOOD BLOCKING
1/2" PLYWOOD SHEATHING
1" RIGID FOAMCONTINUOUS
INSULATION
SEALANT
STOREFRONT SYSTEM W/ INSULATEDGLAZING AS SCHEDULED
.
WIN
DO
W S
IZE
AS S
CHED
.
2x SOFFITOUTRIGGER
SOFFIT FINISHAS SPEC.
SCHED. FRAME & GLAZING SYSTEM
SNAP ONALUMINUM COVER
SNAP ON ALUMINUM COVER
3/8" JOINT W/ SEALANT & BACKER ROD
12"x6" WIND BEAM, RE: STRUCT.
SHIM, BOTH SIDES -TYP
SCHED. FRAME & GLAZING SYSTEM
4 1/2"
4 1/2"
2"
1/4
"1
'-0 1
/2"
1/4
"2"
ALUMINUM ANGLE
1'-1
"
Project No:
Date:
Fie
lds
& A
sso
cia
tes
Arc
hite
cts
1101
S. C
apita
l of T
exas
Hw
y.Te
l: 51
2-32
7-84
44A
ustin
, Tex
as 7
8746
Web
: ww
w.fi
elds
-arc
h.co
mB
ldg.
A, S
uite
101
Fax:
512
-327
-799
8
Revisions:
Civ
il En
gine
er:
Stru
ctur
al E
ngin
eer:
MEP
Eng
inee
r:
File
Nam
e:
FIELDS & ASSOCIATES ARCHITECTS, INC.C
Plot Date:
B2AE
P, L
LC35
10 E
agle
Way
Roun
d Ro
ck, T
exas
786
81Te
l:(51
2)91
5-74
18
Har
rim
an F
inan
cial
Offi
ce B
uild
ing
3001
Gla
cier
Pas
s La
ne, C
edar
Par
k, T
X 7
8613
Ro
bert
Koste
r, PE
Con
sulti
ng E
ngin
eer
2013
Sim
brah
Driv
eCe
dar P
ark,
Tex
as 7
8613
Tel:(
512)
331
-747
7
Pick
ett K
elm
& A
ssoc
iate
s41
00 D
uval
Roa
dAu
stin,
Tex
as 7
8759
Tel:(
512)
345
-553
803
/22/
2018
2018
02/26/2018
1679
\\FIE
LDSS
RV
001\
Pro j
ects
-II\1
679
Har
rim
an F
i nan
ce\0
4 B
iddi
n g a
nd N
egot
iatio
n\R
evit\
Har
rim
a n N
ew O
ffice
Bu i
ldin
g B
N.r
vt
3/22/201811:25:20 AM
A6.1Door & Frame Types and Details
SCALE: 1/4" = 1'-0"A6.1
1 Frame TypesSCALE: 1/4" = 1'-0"A6.1
2 Door Types
SCALE: 6" = 1'-0"A6.1
3 Exterior Door Sill
31
13
SCALE: 3" = 1'-0"A6.1
15 Typical Sill Pan Detail
SCALE: 3" = 1'-0"A6.1
5 Int. Wood Door Frame (4"stud) - Head & Jamb, Sim.SCALE: 3" = 1'-0"A6.1
4 Int. Wood Window (4"stud) - Head, Jam, Sill Sim.
SCALE: 3" = 1'-0"A6.1
9 Int. Wood Door Frame (6"stud) - Head & Jamb, Sim.SCALE: 3" = 1'-0"A6.1
8 Int. Wood Window (6"stud) - Head, Jam, Sill Sim.
SCALE: 3" = 1'-0"A6.1
12 Int. Wood Window MullionSCALE: 3" = 1'-0"A6.1
13 Typical Wood Base and TrimSCALE: 3" = 1'-0"A6.1
16 Typical Wood Jamb Dimensions
SCALE: 3" = 1'-0"A6.1
17 Typical Wood Window Mullion Dimenions
SCALE: 3" = 1'-0"A6.1
6 Aluminum Window Sill
SCALE: 3" = 1'-0"A6.1
10 Aluminum Window Mullion
SCALE: 3" = 1'-0"A6.1
14 Aluminum Window - Door Mullion
SCALE: 3" = 1'-0"A6.1
11 Aluminum Window Head
SCALE: 3" = 1'-0"A6.1
7 Aluminum Window Jamb
SCALE: 3" = 1'-0"A6.1
18 Aluminum Window Head at Soffit
1
1
1ADDENDUM#103.22.2018
= REVISION
GENERAL NOTES:
1. ALL INTERIOR WOOD DOORS, DOOR FRAMES AND WINDOW FRAMES TO BE STAINED; COLOR TO BE SELECTED BY OWNER/ARCHITECT.
2. ALL INTERIOR FRAMES TO BE WOOD.
1
1
SCALE: 3" = 1'-0"A6.1
19 Aluminum Window Head & Sill
1
30"
36" 36" 30 1/4"
22
A7.1
WOOD BASE
4" BACKSPLASH
SLIDINGTRANSACTION
WINDOW
KNEE SPACE
30"
6"
24" 19"
24
A7.14" BACKSPLASH
30"
26"
30"
30" 30" 60"
7'-2
"
30" 30" 30" 30"
30
A7.1
22
A7.1 4" BACKSPLASH
KNEE SPACE
30"
26"
30"
7'-2
"
9'-0"
4" BACKSPLASH
WOOD BASEKNEE SPACE
4'-5" 1'-7"
24
A7.1
WOOD BASE
COPIERBY OWNER
WOOD BASE
66"
7'-6"
30" 30" 30"
20"
7'-2
"
32
A7.1
34"
22"
30" 30" 30"
7'-6"
FILE STORAGEBY OWNER
30"
7'-2
"
30
A7.1
25
A7.14" BACKSPLASH
WOOD BASE
30" 30" 30"
34"
22"
40"
WETBAR W/ FULLBACKSPLASH
WOOD BASE
34
A7.1
27
A7.1
22
A7.1
NO SHELFUNDER SINKFOR FLOOR
SINK ACCESSRE: PLUMBING
30" 36" 36" 3 1/4" 12"
34"
22"
40"
8'-0
"
30" 36" 26"
1 1/4"
24"
DWOFCI
WOOD BASE
34"
FULL BACKSPLASH
34
A7.1
33
A7.1
22
A7.1
27
A7.1
NOTE: ALL APPLIANCETO BE OWNER FURNISHED,CONTRACTOR INSTALLED
72"
12"1 3/4"FILLER
32" 30" 36"
1 1/2" FILLER
86 1/2"
34"
22"
40"
REFRIG.OFCI
FULL BACKSPLASH
MICRO
ICE
24"
33
A7.1
31
A7.1
34
A7.1
25
A7.18'-0
"
30"
26"
30"
7'-2
"
30"
60" 30" 30"
KNEESPACE
22
A7.1
43" 19" 58"
30"
26"
30"
7'-2
"
KNEESPACE
24
A7.1
30"
26"
30"
7'-2
"
30" 30" 24"
30
A7.1
WOOD BASE KNEE SPACE
22
A7.1
30"30"
4" BACKSPLASH
30"
26"
30"
7'-2
"
FACE OF DESK 30"
36"30"36"
22
A7.14" BACKSPLASH
34"
4"
7'-2
"
48"
60 1/2"30"
MIRROR
KNEESPACE 30
"26
"30
"
19" 60"
WOOD BASE BEYOND, TYP.
24
A7.1
30"
36" 36"
30"
26"
KNEESPACE
30
A7.1
30"
4" BACKSPLASH
7'-2
"
KNEESPACE
30"
26"
30"
30"30"84"
7'-2
"22
A7.1
REFER TO29/A7.1 & 35/A7.1FOR CLOSET ROD, SHELF AND TALL SHELVING DETAILS
PLASTIC LAMINATESPLASH, TOP, AND EDGE(FULL SPLASH AT SOME
LOCATIONS SEE MILLWORK ELEVATIONS)
SCHED. BASE
NOTE:SEE SPECS - 064100 FORMATERIAL & HARDWARE.
WALL BEYOND - SEEINTERIOR WALL TYPES
PLAM. DRAWER
1/4" PLYWOOD BACKON 1x4 WOOD FRAME
1/2" WD. BLOCKING
TREATED WOOD BASE
PLAM. DOOR
ADJUST. 3/4" PLYWD.SHELF W/ 3/4" x 3/4"
HARDWD. EDGES
3/4" PLYWD. BOTTOM W/3/4" x 3/4" HARDWD. EDGE
30"
24"
3"
4"
6"
1 1
/2"
1
PLASTIC LAMINATESPLASH, TOP, AND EDGE(FULL SPLASH AT SOME
LOCATIONS SEE MILLWORK ELEVATIONS)
NOTE:SEE SPECS - 06410 FORMATERIAL & HARDWARE.
WALL BEYOND - SEEINTERIOR WALL TYPES
PLAM. 1/4" PLYWD. BACKON 1x4 WOOD FRAME
SCHED. BASE
FOR SPANS OVER 5 FT.,PROVIDE PLAM. SUPPORTS AT 36" MIN - 48"o.c. MAX.
SPACING WITH CUTOUTS FOR ELECTRICAL
30"
4"
24"
NOTE:SEE SPECS - 06410 FORMATERIAL & HARDWARE.
WALL BEYOND - SEEINTERIOR WALL TYPES
PLAM. DRAWERS
SCHED. BASE
1/2" WD. BLOCKING
1x4 WOOD FRAME
TREATED WOOD BASE
PLASTIC LAMINATESPLASH, TOP, AND EDGE(FULL SPLASH AT SOME
LOCATIONS SEE MILLWORK ELEVATIONS)
24"
DRA
WER
SHAN
GIN
G F
ILE
30"
4"
3"
1 1
/2"
11
"= 2
EQ
.13 1
/2"
4"
PLASTIC LAMINATESPLASH, TOP, AND EDGE
(FULL SPLASH ATSOME LOCATIONS
SEE MILLWORK ELEV.)
SCHED. BASE
NOTE:SEE SPECS - 064100 FORMATERIAL & HARDWARE.
WALL BEYOND - SEEINTERIOR WALL TYPES
PLAM. DRAWER
1/4" PLYWOOD BACKON 1x4 WOOD FRAME
1/2" WD. BLOCKING
TREATED WOOD BASE
PLAM. DOOR
ADJUST. 3/4" PLYWD.SHELF W/ 3/4" x 3/4"
HARDWD. EDGES
3/4" PLYWD. BOTTOM W/3/4" x 3/4" HARDWD. EDGE
34"
24"
4"
3"
4"
1 1
/2"
6"
PLASTIC LAMINATESPLASH, TOP, AND EDGE(FULL SPLASH AT SOME
LOCATIONS SEE MILLWORK ELEVATIONS)
SCHED. BASE
NOTE:SEE SPECS - 064100 FORMATERIAL & HARDWARE.
WALL BEYOND - SEEINTERIOR WALL TYPES
PLAM. DRAWER
1/4" PLYWOOD BACKON 1x4 WOOD FRAME
1/2" WD. BLOCKING
TREATED WOOD BASE
PLAM. DOOR
ADJUST. 3/4" PLYWD.SHELF W/ 3/4" x 3/4"
HARDWD. EDGES
3/4" PLYWD. BOTTOM W/3/4" x 3/4" HARDWD. EDGE
34
"
24"
6"
3"
4"
2"
1
PLAM FALSE FRONTCONT 2X BLOCKING
SINK -SEE MEP
PLASTIC LAMINATESPLASH, TOP, AND EDGE(FULL SPLASH AT SOME
LOCATIONS SEE MILLWORK ELEVATIONS)
NOTE:SEE SPECS - 064100 FORMATERIAL & HARDWARE.
SCHED. BASE
1/4" PLYWOOD BACKON 1x4 WOOD FRAME
1/2" WD. BLOCKING
TREATED WOOD BASE
PLAM. DOOR
3"
24"
34"
4"
22 1
/2"
6"
1 1
/2"
OPEN BOTTOM AT CONF. SINK TO ACCESS FLOOR SINK, RE: PLUMBING
1
WOOD BLOCKINGAS REQUIRED
BASE, AS SCHED.
WALL BEYOND
ADJ. SHELVESUNLESS NOTED
OTHERWISE
ADJ. SHELVESUNLESS NOTED
OTHERWISE
FIXED SHELFAT MIDDLE
TREATED WOOD BASE
U.N.O.
12"TYP.
7'-2
"
4"
PLASTIC LAMINATE TOP,EDGE, AND BOTTOM
PLASTIC LAMINATESUPPORTS,
3'-0" O.C. MAX
ROD
6'-2
" A.F
.F.
18"
PLASTIC LAMINATE TOP,EDGE, AND BOTTOM
PLASTIC LAMINATESUPPORTS,
3'-0" O.C. MAX
ROD
3'-0
" A.F
.F.
18"
NOTE:SEE SPECS - 064100 FORMATERIAL & HARDWARE.
PLAM. DOOR
ADJUSTABLE 3/4"PLYWOOD SHELF W/
3/4" x 3/4" HARDWOODEDGE
7'-2
" A.F
.F.
1" 12"
30"
PLAM. DOOR FRONT
PLAM. OPEN SHELF
CUT OUT FORELECTRICAL
NOTE:SEE SPECS - 06410 FORMATERIAL AND HARDWARE
8'-0
" TO
F.F
.
12"
40"
16"
24"
NOTE:SEE SPECS - 064100 FORMATERIAL & HARDWARE.
PLAM. DOOR
ADJUSTABLE 3/4"PLYWOOD SHELF W/
3/4" x 3/4" HARDWOODEDGE
7'-2
" A.F
.F.
20"
1" 12"NOTE:SEE SPECS - 064100 FORMATERIAL & HARDWARE.
PLAM. DOOR
8'-0
" A.F
.F.
24"
1" 12"
ADJUSTABLE 3/4"PLYWOOD SHELF W/
3/4" x 3/4" HARDWOODEDGE
NOTE:SEE SPECS - 064100 FORMATERIAL & HARDWARE.
PLAM. DOOR
ADJUSTABLE 3/4"PLYWOOD SHELF W/
3/4" x 3/4" HARDWOODEDGE
8'-0
" A.F
.F.
1" 12"
40"
PLAM FALSE FRONT
CONT 2X BLOCKING
REMOVABLE PLAMACCESS PANEL
P. LAM. AT ALLEXPOSED SURFACES
LAVATORY -SEE MEP
PLASTIC LAMINATESPLASH, TOP, AND EDGE
WOOD BLOCKINGAS REQUIRED
SCHED. BASE
NOTE:SEE SPECS - 06410 FORMATERIAL & HARDWARE.
34"
4"
30"
4"
9"
8" 6" 6" 4"
24"
Project No:
Date:
Fie
lds
& A
sso
cia
tes
Arc
hite
cts
1101
S. C
apita
l of T
exas
Hw
y.Te
l: 51
2-32
7-84
44A
ustin
, Tex
as 7
8746
Web
: ww
w.fi
elds
-arc
h.co
mB
ldg.
A, S
uite
101
Fax:
512
-327
-799
8
Revisions:
Civ
il En
gine
er:
Stru
ctur
al E
ngin
eer:
MEP
Eng
inee
r:
File
Nam
e:
FIELDS & ASSOCIATES ARCHITECTS, INC.C
Plot Date:
B2AE
P, L
LC35
10 E
agle
Way
Roun
d Ro
ck, T
exas
786
81Te
l:(51
2)91
5-74
18
Har
rim
an F
inan
cial
Offi
ce B
uild
ing
3001
Gla
cier
Pas
s La
ne, C
edar
Par
k, T
X 7
8613
Ro
bert
Koste
r, PE
Con
sulti
ng E
ngin
eer
2013
Sim
brah
Driv
eCe
dar P
ark,
Tex
as 7
8613
Tel:(
512)
331
-747
7
Pick
ett K
elm
& A
ssoc
iate
s41
00 D
uval
Roa
dAu
stin,
Tex
as 7
8759
Tel:(
512)
345
-553
803
/22/
2018
2018
02/26/2018
1679
\\FIE
LDSS
RV
001\
Pro j
ects
-II\1
679
Har
rim
an F
i nan
ce\0
4 B
iddi
n g a
nd N
egot
iatio
n\R
evit\
Har
rim
a n N
ew O
ffice
Bu i
ldin
g B
N_l
ori.r
v t
3/20/201812:08:24 PM
A7.1Interior Elevations and Millwork
SCALE: 1/4" = 1'-0"A7.1
1 Reception 103 (A)SCALE: 1/4" = 1'-0"A7.1
2 Reception 103 (B)SCALE: 1/4" = 1'-0"A7.1
3 Reception 103 (C)SCALE: 1/4" = 1'-0"A7.1
4 Office 104 & 105 (A)SCALE: 1/4" = 1'-0"A7.1
5 Office 104 & 105 (B)SCALE: 1/4" = 1'-0"A7.1
6 Office 104 & 105 (C)
SCALE: 1/4" = 1'-0"A7.1
10 File/Copy 118 (A)SCALE: 1/4" = 1'-0"A7.1
11 File/Copy 118 (B)
SCALE: 1/4" = 1'-0"A7.1
12 Conference 102 SCALE: 1/4" = 1'-0"A7.1
13 Breakroom 117 (A)SCALE: 1/4" = 1'-0"A7.1
14 Breakroom 117 (B)
SCALE: 1/4" = 1'-0"A7.1
7 Office 107 (A)
SCALE: 1/4" = 1'-0"A7.1
9 Office 107 (C)
SCALE: 1/4" = 1'-0"A7.1
8 Office 107 (B)
SCALE: 1/4" = 1'-0"A7.1
15 Office 116 (A)SCALE: 1/4" = 1'-0"A7.1
16 Office 12, 113, 114SCALE: 1/4" = 1'-0"A7.1
17 Toilet 116.1 (A)SCALE: 1/4" = 1'-0"A7.1
18 Office 116 (B)SCALE: 1/4" = 1'-0"A7.1
19 Office 116 (C)SCALE: 1/4" = 1'-0"A7.1
20 Office 116 (D)SCALE: 1/4" = 1'-0"A7.1
21 Toilet 116.1 (B)
SCALE: 1" = 1'-0"A7.1
22 30" Base CabinetSCALE: 1" = 1'-0"A7.1
23 30" Base Cabinet Knee SpaceSCALE: 1" = 1'-0"A7.1
24 30" Base Drawer CabinetSCALE: 1" = 1'-0"A7.1
25 34" Base CabinetSCALE: 1" = 1'-0"A7.1
26 34" Base Cabinet (Full Splash)SCALE: 1" = 1'-0"A7.1
27 34" Sink Base Cabinet
SCALE: 1" = 1'-0"A7.1
35 Tall Typical ShelvingSCALE: 1" = 1'-0"A7.1
29 Rod & Shelf (Double)SCALE: 1" = 1'-0"A7.1
30 Upper Cabinet 30"SCALE: 1" = 1'-0"A7.1
31 Upper Cabinet 40" Micro ShelfSCALE: 1" = 1'-0"A7.1
32 Upper Cabinet 20"SCALE: 1" = 1'-0"A7.1
33 Upper Cabinet 24"SCALE: 1" = 1'-0"A7.1
34 Upper Cabinet 40"
SCALE: 1" = 1'-0"A7.1
28 34" Base Cabinet ADA Lavatory
4"BACKSPLASH
WOOD BASE1
1ADDENDUM#103.22.2018
= REVISION
1
A4.1
2
A4.1
7
A4.1
6
A4.1
3
A4.1
4
A4.1 8
A4.1
5
A4.1
4
A4.2
DS DS
DS
DS
DS
DS
DS
DS
DS
6" /
12"
6" / 12"6" / 12"
6" / 12"
6" / 12"
6" / 12" 6" / 12"
6" /
12"
6" /
12"
6" /
12"
6" /
12"
Project No:
Date:
Fie
lds
& A
sso
cia
tes
Arc
hite
cts
1101
S. C
apita
l of T
exas
Hw
y.Te
l: 51
2-32
7-84
44A
ustin
, Tex
as 7
8746
Web
: ww
w.fi
elds
-arc
h.co
mB
ldg.
A, S
uite
101
Fax:
512
-327
-799
8
Revisions:
Civ
il En
gine
er:
Stru
ctur
al E
ngin
eer:
MEP
Eng
inee
r:
File
Nam
e:
FIELDS & ASSOCIATES ARCHITECTS, INC.C
Plot Date:
B2AE
P, L
LC35
10 E
agle
Way
Roun
d Ro
ck, T
exas
786
81Te
l:(51
2)91
5-74
18
Har
rim
an F
inan
cial
Offi
ce B
uild
ing
3001
Gla
cier
Pas
s La
ne, C
edar
Par
k, T
X 7
8613
Ro
bert
Koste
r, PE
Con
sulti
ng E
ngin
eer
2013
Sim
brah
Driv
eCe
dar P
ark,
Tex
as 7
8613
Tel:(
512)
331
-747
7
Pick
ett K
elm
& A
ssoc
iate
s41
00 D
uval
Roa
dAu
stin,
Tex
as 7
8759
Tel:(
512)
345
-553
803
/22/
2018
2018
02/26/2018
1679
\\FIE
LDSS
RV
001\
Pro j
ects
-II\1
679
Har
rim
an F
i nan
ce\0
4 B
iddi
n g a
nd N
egot
iatio
n\R
evit\
Har
rim
a n N
ew O
ffice
Bu i
ldin
g B
N_l
ori.r
v t
3/21/20183:17:11 PM
A9.1Roof Plan and Details
SCALE: 1/4" = 1'-0"A9.1
1 Roof Plan
TRUE NORTH
PLANNORTH
1. ROOF CONSTRUCTION TO CONSIST OF DIMENSIONAL SHINGLES AND ONE LAYER #15 FELT UNDERLAYMENT ON 3/4" PLYWOOD. UNDERSIDE OF PLYWOOD DECK TO BE 6" SPRAY-IN CLOSED CELL POLYURETHANE WITH A DENSITY OF 2LB PER CUBIC FOOT OR GREATER TO REACH AN R-VALUE OF 35.
2. ALL ROOF SLOPES TO BE 6:12
3. PROVIDE RESIDENTAL STYLE, PREFINISHED METAL DOWNSPOUT AND GUTTER. COORDINATE LOCATION OF DOWNSPOUTS WITH EXTERIOR ELEVATIONS. COORDINATE EXACT NUMBER OF DOWNSPOUTS REQUIRED WITH MANUFACTURER.
4. SEAL ALL EXTERIOR PENETRATIONS IN COMPLIANCE WITH IBC 718.4.3.
GENERAL NOTES:
1
1
1ADDENDUM#103.22.2018
= REVISION
RE
F.
DW
ODU-1
Toilet
116.1
Office
113
Office
107
Office
105
Office
116
Office
112
Office/Conference
108
Office
104
Women's
109
Men's
110
Office
114
Recept
103
Breakroom
117
Lobby
100
Conference
102
File/Copy
118
Storage
106
Open Office
119
Hall
101
Storage
102.1
Server
119.1
Hall
111
Unfinished
Storage
120
IDU-9
8"Ø
S 135
A
10"Ø
S 265
A
12"Ø
S 565
A
22/10
R ---
B
14/10
24
/10
22/10
R ---
B
8"Ø
S 50
E
12"Ø
S 410
A
8"Ø
S 135
A
8"Ø
S 110
A
22/10
R ---
B
22/10
R ---
B
22/10
R ---
B
22/10
R ---
B
10"Ø
S 230
A
12/12
S 610
C
12"Ø
18/12
R ---
D
MV
D
8"Ø
S 205
A
8"Ø
S 200
A
8"Ø
S 160
A
12/18
18/12
12/10
10/12
22/10
R ---
B
TYP. X3
10"Ø
10"Ø
10"Ø
12"Ø
S 670
A
12"Ø
S 670
A
8"Ø
S 40
E
24/12
10"Ø
S 215
A
8"Ø
S 25
E
8"Ø
S 25
E
8"Ø
S 100
A
8"Ø
S 70
A
8"Ø
S 65
A
8"Ø
S 65
A
22/10
R ---
B
22/10
R ---
B
22/10
R ---
B
22/10
R ---
B
8"Ø 8"Ø
8"Ø
22/10
R ---
B
10"Ø
EF-4
8"Ø
EF-1
8"Ø
EF-2
8"Ø
EF-3
8"Ø
T
T
T
TT
T
T
T
T
10"Ø
22/10
R ---
B
TYP. X2
8"Ø
22/10
R ---
B
TYP. X2
8"Ø
22/10
R ---
B
A. REFER TO MECHANICAL COVER SHEET FOR SYMBOLS, ABBREVIATIONS, AND
ADDITIONAL INFORMATION.
B. CONTRACTOR SHALL FIELD VERIFY WITH THE BUILDING OWNER, ARCHITECT,
AND STRUCTURAL FOR THE EXACT LOCATION FOR THE NEW PAD MOUNTED ODU.
C. EXHAUST DUCTS SHALL BE SHALL BE 26 GA MINIMUM, GALVANIZED RIGID ROUND
DUCT WITH SPIRAL SEAM CONSTRUCTION, SEALED AIR-TIGHT WITH "HARDCAST"
SEALANT AT ALL JOINTS.
D. PROVIDE REMOTE DAMPER OPERATORS FOR ALL MVD'S AND SPIN-IN DAMPERS
LOCATED ABOVE IN-ACCESSIBLE CEILINGS. OPERATORS SHALL BE ROTO-TWIST
(OR APPROVED EQUAL) CABLE-TYPE OPERATORS. REMOTE DAMPER
OPERATORS SHALL BE LOCATED AT THE CEILING BELOW THE MVD'S AND SPIN-IN
DAMPERS TO KEEP CABLE AS SHORT AS POSSIBLE.
GENERAL NOTES
KEYED DRAWING NOTES
PLAN
NORTH
SCALE: 1/4" = 1'-0"
MECHANICAL PLAN
1
1. EXHAUST DUCT UP TO ROOF CAP. TRANSITION DUCTWORK AS REQUIRED.
CONTRACTOR SHALL FIELD VERIFY EXACT ROUTING OF DUCTWORK WITH
STRUCTURE.
2. THE EQUIPMENT SERVICE AREA IS INDICATED WITH A LIGHT DASHED LINE,
TYPICAL.
3. PROVIDE NEW CONCRETE EQUIPMENT PAD. REFER TO DETAIL.
4. PROVIDE PIPE SUPPORTS AS SPECIFIED IN THE PIPE SUPPORT DETAIL, TYPICAL.
5. PROVIDE "THE WALL VAULT" MANUFACTURED BY WALL VAULT FOR THE
EXTERIOR WALL PENETRATION SYSTEM FOR THE REFRIGERANT PIPING. THE
WALL VAULT IS AN ENGINEERED PRODUCT CONSTRUCTED OF HEAVY-GAUGE
POWDER-COATED WELDED ALUMINUM WITH GASKETS AND STAINLESS STEEL
HARDWARE. PROVIDE WITH THE EXIT SEAL GASKETS. CONTRACTOR SHALL FIELD
VERIFY EXACT MOUNTING LOCATION TO COORDINATE THE PIPING TO BE
INSTALLED BETWEEN WALL STUDS. CONTRACTOR SHALL COORDINATE THE
LOCATION AND SIZE OF PIPE PENETRATION HOLES AND SEAL SIZES. INSTALL
PER MANUFACTURERS RECOMMENDED INSTALLATION INSTRUCTIONS.
6. REFER TO DRAWING M1.1 FOR CONTINUATION OF DUCTWORK.
7. REFER TO DRAWING M1.1 FOR CONTINUATION OF PIPING.
8. CONNECT 22/10 RETURN DUCT TO RETURN AIR DEVICE AND ROUTE UP BETWEEN
PLATFORM JOISTS. THE 4 RETURN DUCTS FROM OTHER RETURN AIR DEVICES
SHALL BE ROUTED BELOW THE PLATFORM JOISTS AND CONNECTED INTO THIS
RETURN RISER. REFER TO DRAWING M1.1 FOR CONTINUATION.
9. 30/10 SUPPLY DUCT UP BETWEEN PLATFORM JOISTS. REFER TO DRAWING M1.1
FOR CONTINUATION.
10. THE SUPPLY DUCT SHALL BE ROUTED BELOW THE ROOF TRUSSES. THE SUPPLY
DUCT IS INDICATED AS DASHED. THE RETURN DUCT SHALL BE ROUTED ABOVE
THE SUPPLY DUCT BETWEEN THE ROOF TRUSSES.
11. CONNECT RETURN DUCT TO RETURN AIR DEVICE AND ROUTE UP BETWEEN
PLATFORM JOISTS. REFER TO DRAWING M1.1 FOR CONTINUATION.
12. ROUTE SUPPLY DUCT UP BETWEEN PLATFORM JOISTS. REFER TO DRAWING M1.1
FOR CONTINUATION.
13. ROUTE DUCTWORK BETWEEN AND THROUGH ROOF TRUSSES. FIELD
COORDINATE EXACT ROUTING AND OFFSET/TRANSITION AS REQUIRED.
14. PROVIDE FULL SIZED EXTERNALLY INSULATED SHEET METAL PLENUM ON TOP OF
RETURN AIR DEVICE AND CONNECT RETURN DUCT. PAINT THE INSIDE VISIBLE
SURFACES FLAT BLACK.
15. SUPPLY DUCT DOWN. CONTINUE ROUTING SUPPLY DUCT TIGHT TO THE BOTTOM
OF THE ROOF TRUSSES.
16. RETURN DUCT DOWN. CONTINUE ROUTING RETURN DUCT TIGHT TO THE BOTTOM
OF THE ROOF TRUSSES.
17. ROUTE EXHAUST DUCT UP BETWEEN PLATFORM JOISTS. REFER TO DRAWING
M1.1 FOR CONTINUATION.
18. THE RETURN DUCT SHALL BE ROUTED BELOW THE PLATFORM JOISTS. THE
RETURN DUCT IS INDICATED AS DASHED WHERE IT IS ROUTED BELOW THE
SUPPLY DUCTS. THE SUPPLY DUCTS SHALL BE ROUTED ABOVE THE RETURN
DUCT BETWEEN THE ROOF TRUSSES.
19. ROUTE RETURN DUCT UP BETWEEN PLATFORM JOISTS. REFER TO DRAWING M1.1
FOR CONTINUATION.
20. ROUTE 3/4" CD DRAWING FROM THE IDU TO THE FLOOR SINK LOCATED UNDER
THE CONFERENCE ROOM SINK. SLOPE THE CONDENSATE DOWN A MINIMUM OF
1/8" PER FOOT TOWARDS THE FLOOR SINK AND PROVIDE AN AIR GAP (2X THE
PIPE DIAMETER) ABOVE THE FLOOR SINK. FIELD VERIFY EXACT ROUTING AND
COORDINATE WITH OTHER TRADES. REFER TO PLUMBING FOR LOCATION OF
FLOOR SINK. NOT ALL CD PIPING SHOWN FOR CLARITY.
21. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL A REMOTE TEST
SWITCH AND AUDIO/VISUAL INDICATOR MOUNTED ABOVE THE RESPECTIVE IDU
T-STAT ON THE CEILING. LABEL THE REMOTE TEST SWITCH TO THE
CORRESPONDING IDU.
22. PROVIDE PIPE ESCUTCHEON AT CEILING AND WALL PIPING PENETRATIONS.
23. CD RISER DOWN FROM PLATFORM. REFER TO DRAWING M6.1 FOR
CONTINUATION. ROUTE CD DOWN TO THE FLOOR SINK LOCATED UNDER THE
CONFERENCE ROOM SINK. SLOPE THE CONDENSATE PIPING DOWN A MINIMUM
OF 1/8" PER FOOT TOWARDS THE FLOOR SINK AND PROVIDE AN AIR GAP (2X THE
PIPE DIAMETER) ABOVE THE FLOOR SINK. FIELD VERIFY EXACT ROUTING AND
COORDINATE WITH OTHER TRADES. REFER TO PLUMBING FOR LOCATION OF
FLOOR SINK. NOT ALL CD PIPING SHOWN FOR CLARITY.
24. CD RISER DOWN FROM PLATFORM. REFER TO DRAWING M6.1 FOR
CONTINUATION. ROUTE CD DOWN TO THE HUB DRAIN LOCATED UNDER THE
BREAK ROOM SINK. SLOPE THE CONDENSATE PIPING DOWN A MINIMUM OF 1/8"
PER FOOT TOWARDS THE HUB DRAIN AND PROVIDE AN AIR GAP (2X THE PIPE
DIAMETER) ABOVE THE FLOOD RIM OF THE HUB DRAIN. FIELD VERIFY EXACT
ROUTING AND COORDINATE WITH OTHER TRADES. REFER TO PLUMBING FOR
LOCATION OF FLOOR SINK. NOT ALL CD PIPING SHOWN FOR CLARITY.
25. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL A REMOTE TEST
SWITCH AND AUDIO/VISUAL INDICATOR MOUNTED ON THE CEILING BELOW THE
RESPECTIVE IDU. LABEL THE REMOTE TEST SWITCH TO THE CORRESPONDING
IDU.
Fie
lds
& A
sso
cia
tes
Arc
hitects
cFIELDS & ASSOCIATES ARCHITECTS, INC.
Project No:
Date:
1101
S. C
apita
l of T
exas
Hw
y.Te
l: 51
2-32
7-84
44Bl
dg. A
, Sui
te 1
01Fa
x: 5
12-3
27-7
998
Aus
tin, T
exas
78
746
Web
: ww
w.fi
elds
arch
itect
s.co
m
B2AEP, LLC
TBPE F-18874
3510 EAGLE WAY
ROUND ROCK, TX 78681
Offi
ce B
uild
ing
Har
riman
Fin
anci
al
3001
Gla
cier
Pas
s La
ne, C
edar
Par
k, T
X 78
613
02-26-2018
1679
Civ
il E
ngi
nee
r:C
unni
ngha
m A
llen,
Inc.
3103
Bee
Cav
e Ro
ad, S
uite
202
Austi
n, T
exas
787
46Te
l: 51
2.32
7-29
46
Stru
ctu
ral En
gin
eer:
Pick
ett K
elm
& A
ssoc
iate
s41
00 D
uval
Rd,
Bld
g-4,
# 1
03Au
stin,
Tex
as 7
8759
Tel:
512.
345.
5538
Fax
: 512
.345
.430
5
MEP
En
gin
eer:
B2A
EP, L
LC.
3510
Eag
le W
ay
Roun
d Ro
ck, T
X 78
681
Tel:
512.
925-
7418
2018
PLOT DATE:
Revisions:
22 Mar 2018
M1.0
MECHANICAL PLAN
1
1
23
4
5
6
6
7
8
9
10
6
11
12
6
666
13
13
14
13
13
13
13
13
13
15
1414
14
1313
6
666
1313
13
1613
13
13
6
6
6
7
12
12
12
17
17
12
11
18
6
6
13
13
19
14
14
14
14
20
21
21
21
21
21
21
21
21
12
22
22
23 22
24
22
OUTSIDE AIR CALCULATIONS
OUTSIDE AIR SHALL BE PROVIDED IN ACCORDANCE WITH THE 2012 INTERNATIONAL MECHANICAL CODE. THE REQUIRED OUTSIDE AIR
VENTILATION WAS CALCULATED AS FOLLOWS:
VBZ =
(RP X PZ) + (RA X AZ)
VOZ = VBZ / EZ
RP PZ RA AZ VBZ
SPACE CFM OA / P P CFM OA/SF SF CFM OA
100 LOBBY 5 5.1 170 0.06 35.7
101 HALL 0 1.6 310 0.06 18.6
102 CONF 5 22.8 455 0.06 141.1
102.1 STORAGE 0 0.3 55 0.12 6.6
103 OFFICE 5 0.5 100 0.06 8.5
104 OFFICE 5 0.8 155 0.06 13.2
105 OFFICE 5 0.8 160 0.06 13.6
106 STORAGE 0 0.1 25 0.12 3.6
107 OFFICE 5 0.8 155 0.06 13.2
108 OFFICE/CONF. 5 7.8 155 0.06 48.1
114 OFFICE 5 0.5 95 0.06 8.1
113 OFFICE 5 0.5 90 0.06 7.7
112 OFFICE 5 0.5 90 0.06 7.7
109 TOILET 0 0.3 65 0.06 3.9
110 TOILET 0 0.4 70 0.06 4.2
115 STORAGE 0 0.1 25 0.12 3.0
111 HALL 0 0.9 180 0.06 10.8
116.1 TOILET 0 0.5 105 0.06 6.3
116 OFFICE 5 1.1 215 0.06 18.3
117 BREAK 5 4.4 175 0.06 32.4
118 COPY/FILE 5 0.8 160 0.06 13.6
119 OPEN OFFICE 5 1.1 215 0.06 18.3
119.1 SERVER 0 0.1 25 0.06 1.5
TOTAL VBZ 437.7
EZ 0.8
VOZ 547.1
TOTAL OA PROVIDED 620
THE INDOOR UNITS PROVIDE THE TOTAL INDICATED ABOVE. THE CONTRACTOR SHALL REFER TO DRAWING M6.0 AND BALANCE EACH IDU
TO THE SCHEDULED VALUE.
25
14
14
14 14
= REVISIONS
03.22.2018ADDENDUM #1
3/22/2018
RE
F.
DW
IDU-1
IDU-2 IDU-3
14/10
IDU-7
30/1
2
30/1
4
30/14
36/16
IDU-6
10"Ø
30/12
36/16
48/28
30/10
36/16
40/12
IDU-8
48/20
40/14
IDU-5
12/12
30/1
2
12/1
2
IDU-4
12/1
2
36
/16
36/1
6
IDU-10
14
/10
10/10
36
/16
HR
U-1
HR
U-3
HR
U-2
M
SD
SD
SD
SD SD
SD
SD
SD
SD
36/1
6
GENERAL NOTES
KEYED DRAWING NOTES
PLAN
NORTH
SCALE: 1/4" = 1'-0"
MECHANICAL PLAN - PLATFORM
1
1. REFER TO DRAWING M1.0 FOR CONTINUATION OF PIPING.
2. REFER TO DRAWING M1.0 FOR CONTINUATION OF DUCTWORK.
3. THE FILTER SERVICE AREA IS INDICATED WITH A LIGHT DASHED LINE, TYPICAL
FOR IDU-1 TO IDU-8, AND IDU-10. PROVIDE 24" MINIMUM CLEARANCE FOR FILTER
PULL ON SIDE OF FILTER HOUSING. FILTER HOUSINGS HAVE ACCESS ON BOTH
SIDES, HOWEVER ONLY ONE SIDE IS REQUIRED. FOR CLARITY THIS NOTE IS
SHOWN ONLY FOR IDU-3, BUT IS APPLICABLE TO ALL IDU'S BUT IDU-9.
4. THE EQUIPMENT SERVICE AREA IS INDICATED WITH A LIGHT DASHED LINE,
TYPICAL FOR IDU-1 TO IDU-8, AND IDU-10. PROVIDE 36" MINIMUM CLEARANCE FOR
SERVICE ACCESS ON THE INDICATED SIDE. ADDITIONALLY EACH OF THE SAME
UNITS HAVE SERVICE CLEARANCE REQUIRED UNDER THE UNIT. UNLESS NOTED
OTHERWISE EACH OF THESE IDU'S SHALL BE INSTALLED WITH THE BOTTOM OF
THE UNIT SUSPENDED FROM UNI-STRUT SUPPORTS WITH A MINIMUM OF 24"
CLEARANCE DIRECTLY BELOW THE UNITS. FOR CLARITY THIS NOTE IS SHOWN
ONLY FOR IDU-3, BUT IS APPLICABLE TO ALL IDU'S BUT IDU-9. REFER TO DETAIL
FOR ADDITIONAL INFORMATION.
5. INSTALL IDU-6 & 10 AS HIGH AS POSSIBLE ABOVE THE PLATFORM. SUSPEND EACH
OF THESE TWO UNITS FROM THE ROOF STRUCTURE.
6. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL A CIRCUIT FOR
THE MOTORIZED 120V-1PH OUTSIDE AIR DAMPER. OUTSIDE AIR DAMPER SHALL
BE WIRED TO BE OPEN WHEN THE RESPECTIVE IDU IS OPERATING AND CLOSE
WHEN THE IDU IS NOT OPERATING. REFER TO VRF IDU SCHEDULE FOR
ADDITIONAL INFORMATION.
7. ROUTE 16/16 OA DUCT UP TO OAV ON ROOF. TRANSITION AS REQUIRED AND
ROUTE BETWEEN ROOF TRUSSES.
8. ROUTE OA DUCT AS HIGH AS POSSIBLE TO MAINTAIN MAXIMUM CLEAR SPACE
UNDER DUCT.
9. EXHAUST DUCT UP TO ROOF CAP. TRANSITION DUCTWORK AS REQUIRED.
CONTRACTOR SHALL FIELD VERIFY EXACT ROUTING OF DUCTWORK WITH
STRUCTURE.
10. REFER TO DRAWING M1.0 FOR CONTINUATION OF SUPPLY DUCTWORK DOWN.
DUCTWORK SHALL BE ROUTED BETWEEN PLATFORM JOISTS.
11. REFER TO DRAWING M1.0 FOR CONTINUATION OF RETURN DUCTWORK DOWN.
DUCTWORK SHALL BE ROUTED BETWEEN PLATFORM JOISTS.
12. REFER TO DRAWING M1.0 FOR CONTINUATION OF EXHAUST DUCTWORK DOWN.
DUCTWORK SHALL BE ROUTED BETWEEN PLATFORM JOISTS.
13. REFRIGERANT Y-PIPE FITTINGS SHALL BE INSTALLED BEFORE ROUTING TO HRU-1
IN THIS APPROXIMATE LOCATION. REFER TO PIPING TREE DIAGRAM FOR
ADDITIONAL INFORMATION.
14. THE EQUIPMENT SERVICE AREA IS INDICATED WITH A LIGHT DASHED LINE FOR
EACH SIDE OF THE HRU'S. PROVIDE ALL MANUFACTURER'S REQUIRED SERVICE
ACCESS. SUSPEND EACH HRU AS HIGH AS POSSIBLE WHILE MAINTAINING ALL
REQUIRED CLEARANCES.
15. THE CONTRACTOR SHALL FIELD VERIFY AND COORDINATE AS REQUIRED SO
THAT NO ROOF EXHAUST OUTLET OR PLUMBING VENT THRU ROOF (VTR) BE
LOCATED WITHIN THE OUTSIDE AIR INTAKE INDICATED WITHIN 10 FOOT OF THE
OUTSIDE AIR INTAKE. THE LIGHT DASHED LINE INDICATES THE MINIMUM 10 FOOT
SPACE BETWEEN OA INTAKES AND (EXHAUST OUTLETS OR VTR'S).
Fie
lds
& A
sso
cia
tes
Arc
hitects
cFIELDS & ASSOCIATES ARCHITECTS, INC.
Project No:
Date:
1101
S. C
apita
l of T
exas
Hw
y.Te
l: 51
2-32
7-84
44Bl
dg. A
, Sui
te 1
01Fa
x: 5
12-3
27-7
998
Aus
tin, T
exas
78
746
Web
: ww
w.fi
elds
arch
itect
s.co
m
B2AEP, LLC
TBPE F-18874
3510 EAGLE WAY
ROUND ROCK, TX 78681
Offi
ce B
uild
ing
Har
riman
Fin
anci
al
3001
Gla
cier
Pas
s La
ne, C
edar
Par
k, T
X 78
613
02-26-2018
1679
Civ
il E
ngi
nee
r:C
unni
ngha
m A
llen,
Inc.
3103
Bee
Cav
e Ro
ad, S
uite
202
Austi
n, T
exas
787
46Te
l: 51
2.32
7-29
46
Stru
ctu
ral En
gin
eer:
Pick
ett K
elm
& A
ssoc
iate
s41
00 D
uval
Rd,
Bld
g-4,
# 1
03Au
stin,
Tex
as 7
8759
Tel:
512.
345.
5538
Fax
: 512
.345
.430
5
MEP
En
gin
eer:
B2A
EP, L
LC.
3510
Eag
le W
ay
Roun
d Ro
ck, T
X 78
681
Tel:
512.
925-
7418
2018
PLOT DATE:
Revisions:
22 Mar 2018
M1.1
MECHANICAL PLAN - PLATFORM
A. REFER TO MECHANICAL COVER SHEET FOR SYMBOLS, ABBREVIATIONS, AND
ADDITIONAL INFORMATION.
B. CONTRACTOR SHALL FIELD VERIFY WITH THE THE ARCHITECT AND THE
STRUCTURAL TRUSSES FOR THE EXACT LOCATION FOR THE ROOF
PENETRATIONS.
C. EXHAUST DUCTS SHALL BE SHALL BE 26 GA MINIMUM, GALVANIZED RIGID ROUND
DUCT WITH SPIRAL SEAM CONSTRUCTION, SEALED AIR-TIGHT WITH "HARDCAST"
SEALANT AT ALL JOINTS.
D. ONLY PLATFORM WORK SHOWN ON THIS DRAWING. REFER TO DRAWING M1.0
FOR CONTINUATION OF ALL OTHER MECHANICAL WORK.
E. ALL DUCTWORK CONNECTED TO IDU-10 SHALL BE EXTERNALLY INSULATED THE
SAME AS SPECIFIED FOR SUPPLY DUCTWORK.
F. ALL BRANCH DUCTS FROM THE MAIN OA SUPPLY TRUNK DUCT SHALL BE 8"Ø TO
THE CONNECTION TO EACH OF THE INDICATED IDU'S.
G. FOR CLARITY NOT ALL REFRIGERANT PIPES ARE SHOWN. ADDITIONALLY NOT ALL
FITTINGS SUCH AS Y-PIPES ARE INDICATED ON THIS DRAWING. REFER TO PIPING
TREE DIAGRAM FOR ADDITIONAL INFORMATION.
H. INSTALL ALL REFRIGERANT PIPING TO MAINTAIN MAXIMUM CLEAR SPACE UNDER
PIPING.
I. REFER TO DRAWINGS M6.1 AND M1.0 FOR CD PIPING.
DUCT SMOKE DETECTOR SHOWN FOR REFERENCE ONLY AND SHALL BE
PROVIDED BY THE ELECTRICAL CONTRACTOR. DUCT SMOKE DETECTORS SHALL
BE INTERLOCKED WITH THE RESPECTIVE UNIT TO SHUT DOWN THE UNIT ON
DETECTION OF PRODUCTS OF COMBUSTION. THE MECHANICAL CONTRACTOR
SHALL COORDINATE WITH THE ELECTRICAL CONTRACTOR. THE ELECTRICAL
CONTRACTOR SHALL PROVIDE AND INSTALL A REMOTE TEST SWITCH AND
AUDIO/VISUAL INDICATOR MOUNTED BELOW THE AIR-HANDLING EQUIPMENT ON
THE CEILING. LABEL TO THE CORRESPONDING UNIT. THE DUCT SMOKE
DETECTORS SHALL BE INSTALLED ON THE RETURN SIDE OF INDICATED
EQUIPMENT. REFER TO THIS DRAWING FOR LOCATIONS.
SD
1
2
2
222
2
222
2
2
2
2
2
22
2
3
4
5
5
6
7
8
9
8
10
10
10
10
11
11
11
11
12
12
10
10
1
13
14
14
14
15 15
15
= REVISIONS
03.22.2018ADDENDUM #1
3/22/2018
RE
F.
DW
Toilet
116.1
Office
113
Office
107
Office
105
Office
116
Office
112
Office/Conference
108
Office
104
Women's
109
Men's
110
Office
114
Recept
103
Breakroom
117
Lobby
100
Conference
102
File/Copy
118
Storage
106
Open Office
119
Hall
101
Storage
102.1
Server
119.1
Hall
111
Unfinished
Storage
120
1
2
4"
4"
10
9
8
3
4
5
4
6
6
5
5
3
3
3
4
4
4
3
7
3" 4"
3"
3"
4"
4"
4"
4"
2"
4"
2"
2"
4"
5
4"
A. REFER TO PLUMBING COVER SHEET FOR SYMBOLS, ABBREVIATIONS, AND
ADDITIONAL INFORMATION.
B. CONTRACTOR SHALL FIELD VERIFY ALL INVERT ELEVATIONS WITH EXISTING
UTILITY CONNECTIONS.
C. REFER TO RISER AND EQUIPMENT CONNECTION SCHEDULE FOR ADDITIONAL
SIZES AND ROUTING NOT CLEARLY INDICATED ON FLOOR PLANS.
GENERAL NOTES
KEYED DRAWING NOTES
PLAN
NORTH
SCALE: 1/4" = 1'-0"
PLUMBING UNDER-SLAB PLAN
1
1. 1-1/4" COLD WATER SUPPLY. FLOW ELEVATION 3'-0" B.F.F. VERIFY DEPTH WITH
STRUCTURAL GRADE BEAM. MINIMUM 6" COVER BETWEEN BOTTOM OF GRADE
BEAM AND TOP OF WATER PIPING. REFER TO CIVIL SITE PLAN FOR
CONTINUATION.
2. 1-1/4" COLD WATER UP. STAY TIGHT TO SIDE OF GRADE BEAM.
3. 2" SAN FROM ABOVE.
4. 2" VENT UP.
5. 4" SAN FROM ABOVE.
6. 3" SAN FROM ABOVE.
7. 4" FROM WALL CLEAN-OUT ABOVE.
8. 4" FROM YARD CLEAN-OUT ABOVE. INVERT ELEVATION 4'-4" B.F.F.
9. 4" FROM 2-WAY YARD CLEAN-OUT ABOVE.
10. 4" SANITARY WASTE BUILDING DISCHARGE. INVERT ELEVATION 5'-0" B.F.F. REFER
TO CIVIL SITE PLAN FOR CONTINUATION. Fie
lds
& A
sso
cia
tes
Arc
hitects
cFIELDS & ASSOCIATES ARCHITECTS, INC.
Project No:
Date:
1101
S. C
apita
l of T
exas
Hw
y.Te
l: 51
2-32
7-84
44Bl
dg. A
, Sui
te 1
01Fa
x: 5
12-3
27-7
998
Aus
tin, T
exas
78
746
Web
: ww
w.fi
elds
arch
itect
s.co
m
B2AEP, LLC
TBPE F-18874
3510 EAGLE WAY
ROUND ROCK, TX 78681
Offi
ce B
uild
ing
Har
riman
Fin
anci
al
3001
Gla
cier
Pas
s La
ne, C
edar
Par
k, T
X 78
613
02-26-2018
1679
Civ
il E
ngi
nee
r:C
unni
ngha
m A
llen,
Inc.
3103
Bee
Cav
e Ro
ad, S
uite
202
Austi
n, T
exas
787
46Te
l: 51
2.32
7-29
46
Stru
ctu
ral En
gin
eer:
Pick
ett K
elm
& A
ssoc
iate
s41
00 D
uval
Rd,
Bld
g-4,
# 1
03Au
stin,
Tex
as 7
8759
Tel:
512.
345.
5538
Fax
: 512
.345
.430
5
MEP
En
gin
eer:
B2A
EP, L
LC.
3510
Eag
le W
ay
Roun
d Ro
ck, T
X 78
681
Tel:
512.
925-
7418
2018
PLOT DATE:
Revisions:
22 Mar 2018
P1.0
PLUMBING UNDER-SLAB PLAN
= REVISIONS
03.22.2018ADDENDUM #1
3/22/2018
RE
F.
DW
Toilet
116.1
Office
113
Office
107
Office
105
Office
116
Office
112
Office/Conference
108
Office
104
Women's
109
Men's
110
Office
114
Recept
103
Breakroom
117
Lobby
100
Conference
102
File/Copy
118
Storage
106
Open Office
119
Hall
101
Storage
102.1
Server
119.1
Hall
111
Unfinished
Storage
120
HB-1
HB-1
HB-1
HB-1
YCO
DYCO
RPZ-1
4"FS-1
SS-1
WCO
SH-1
LV-1
DWH-4
WC-1
LV-1
DWH-5
WC-1
LV-1
DWH-3
WC-1
SK-2
3"FS-1
WB-1
WB-1
WB-1
WB-1
WCO
WCO
TP-1
SK-1
DWH-2
3"HD-1
WCO
3"FS-1
WCO
3/4"
3/4"
1
3/4"
2
3
4
1-1/4"
1/2"
3/4"
3/4"
2"1/2"
2"1/2"
2"1/2"
2"1/2"
1/2"
2"
2"
2"
3"
3"
3"V.T.R.
2"
3/4"
1" 1" 3/4"1-1/4"
2"
2"
2"V.T.R.
1"
3/4"
3/4"
5
6
7
8 9
10
11
12 13
14
15
GENERAL NOTES
KEYED DRAWING NOTES
PLAN
NORTH
SCALE: 1/4" = 1'-0"
PLUMBING PLAN
1
1. 1-1/4" COLD WATER FROM BELOW. PROVIDE SHUT-OFF VALVE 12" ABOVE
FINISHED FLOOR.
2. THIS HOSE BIB SHALL ALSO SERVE AS THE BUILDING DRAIN DOWN LOCATION.
INSTALL PIPING CONNECTION TO MAIN DOWNSTREAM OF THE BACKFLOW
ASSEMBLY AS LOW AS POSSIBLE.
3. THIS WATER HEATER SHALL SERVE BOTH THE SERVICE SINK AND THE SHOWER
IN ROOM 116.1.
4. FILTER ASSEMBLY (FL-1) TO SERVE DWH-1 SUPPLY ONLY.
5. 1/2" CW WITH ANGLE STOP IN RECESSED WALL BOX. MAKE FINAL CONNECTION
TO WATER DISPENSER. COORDINATE EXACT MOUNTING LOCATION OF WALL BOX
WITH ARCHITECT AND MILLWORK.
6. 4" HUB DRAIN W/ 2" TRAP FOR INDIRECT WASTE. INSULATE P-TRAP, TRAP ARM
AND HORIZONTAL SANITARY PIPING WHERE RECEIVING CHILLED DRAINAGE.
7. 1/2" CW WITH ANGLE STOP IN RECESSED WALL BOX. PROVIDE WITH WALL PLATE
AS THIS IS FOR A FUTURE COFFEE MAKER. COORDINATE EXACT MOUNTING
LOCATION OF WALL BOX WITH ARCHITECT
8. PROVIDE DUAL SUPPLY STOP ON HOT WATER SERVICE BELOW SINK FOR
DISHWASHER CONNECTION. LOCATION OF SHUT-OFF VALVE SHALL ALLOW
ACCESS WITHOUT REQUIRING DISHWASHER REMOVAL.
9. CONNECT DISHWASHER DRAINAGE HOSE TO SINK TAILPIECE. INSTALL
DISHWASHER DRAIN AS HIGH AS POSSIBLE TO UNDERSIDE OF COUNTERTOP.
10. 1/2" CW WITH ANGLE STOP VALVES IN RECESSED WALL BOX. MAKE FINAL
CONNECTION TO ICE MAKER. COORDINATE EXACT MOUNTING LOCATION OF
WALL BOX WITH ARCHITECT AND MILLWORK.
11. MOUNT NEW WATER HEATER WITHIN MILLWORK. COORDINATE EXACT LOCATION
WITH ARCHITECTURAL.
12. ROUTE INDIRECT DRAIN PIPING FROM EQUIPMENT TO INDIRECT WASTE
RECEPTOR AS SHOWN. SIZE DRAINS PER EQUIPMENT MANUFACTURERS
RECOMMENDATIONS AND PROVIDE MINIMUM 1" AIR GAP AT DRAIN DISCHARGE.
13. FLOOR SINK SHALL BE LOCATED HALFWAY BELOW EQUIPMENT TO ALLOW FOR
ACCESSIBILITY AND VISUAL INSPECTIONS.
14. FLOOR SINK SHALL BE LOCATED UNDER SINK WITHIN MILLWORK. BOTTOM SHELF
OF MILLWORK WILL NOT BE INSTALLED TO ALLOW FOR ACCESSIBILITY AND
VISUAL INSPECTIONS. FLOOR SINK TO RECEIVE CONDENSATE FOR MECHANICAL
UNITS AND DRAINAGE FROM FUTURE ICE MAKER.
15. 1/2" CW WITH ANGLE STOP VALVES IN RECESSED WALL BOX. PROVIDE WITH
REMOVABLE WALL PLATE. WALL BOX IS FOR FUTURE ICE MAKER. COORDINATE
EXACT MOUNTING LOCATION OF WALL BOX WITH ARCHITECT AND MILLWORK.
Fie
lds
& A
sso
cia
tes
Arc
hitects
cFIELDS & ASSOCIATES ARCHITECTS, INC.
Project No:
Date:
1101
S. C
apita
l of T
exas
Hw
y.Te
l: 51
2-32
7-84
44Bl
dg. A
, Sui
te 1
01Fa
x: 5
12-3
27-7
998
Aus
tin, T
exas
78
746
Web
: ww
w.fi
elds
arch
itect
s.co
m
B2AEP, LLC
TBPE F-18874
3510 EAGLE WAY
ROUND ROCK, TX 78681
Offi
ce B
uild
ing
Har
riman
Fin
anci
al
3001
Gla
cier
Pas
s La
ne, C
edar
Par
k, T
X 78
613
02-26-2018
1679
Civ
il E
ngi
nee
r:C
unni
ngha
m A
llen,
Inc.
3103
Bee
Cav
e Ro
ad, S
uite
202
Austi
n, T
exas
787
46Te
l: 51
2.32
7-29
46
Stru
ctu
ral En
gin
eer:
Pick
ett K
elm
& A
ssoc
iate
s41
00 D
uval
Rd,
Bld
g-4,
# 1
03Au
stin,
Tex
as 7
8759
Tel:
512.
345.
5538
Fax
: 512
.345
.430
5
MEP
En
gin
eer:
B2A
EP, L
LC.
3510
Eag
le W
ay
Roun
d Ro
ck, T
X 78
681
Tel:
512.
925-
7418
2018
A. REFER TO PLUMBING COVER SHEET FOR SYMBOLS, ABBREVIATIONS, AND
ADDITIONAL INFORMATION.
B. CONTRACTOR SHALL FIELD VERIFY ALL INVERT ELEVATIONS WITH EXISTING
UTILITY CONNECTIONS.
C. REFER TO RISER AND EQUIPMENT CONNECTION SCHEDULE FOR ADDITIONAL
SIZES AND ROUTING NOT CLEARLY INDICATED ON FLOOR PLANS.
D. ONCE THE FINAL PLUMBING INSPECTION HAS PASSED, ALL BPA'S SHALL BE
TESTED BY A TCEQ LICENSED TESTER AND THE REPORTS UPLOADED INTO THE
ONLINE PERMITTING SYSTEM. IT SHALL BE THE DUTY OF THE TENANT TO
ANNUALLY TEST ALL BPA'S, ACCORDINGLY. THE BPA TEST REPORTS ARE
REQUIRED TO BE COMPLETED AND A COPY SHALL BE ON-SITE BEFORE
SCHEDULING A FINAL INDUSTRIAL PRE-TREATMENT INSPECTION.
PLOT DATE:
Revisions:
22 Mar 2018
P1.1
PLUMBING PLAN
= REVISIONS
03.22.2018ADDENDUM #1
3/22/2018
M
J
1. CONTRACTOR SHALL INSTALL ALL EQUIPMENT PER UTILITY COMPANY
REQUIREMENTS.
2. THE CONTRACTOR SHALL INCLUDE ALL COST FOR NEW ELECTRICAL SERVICE IN
THE BASE BID.
3. REFERENCE RISER DIAGRAM SHEET FOR ADDITIONAL INFORMATION
GENERAL NOTES
KEYED DRAWING NOTES
PLAN
NORTH
SCALE: 1" = 10'-0"
ELECTRICAL SITE PLAN1
1. NEW UTILITY TRANSFORMER. ALL SITE INFRASTRUCTURE, IS TO BE PROVIDED
AS PART OF THIS SCOPE OF WORKAND SHALL STRICTLY FOLLOW THE PEC
SERVICE REQUIREMENTS.
2. NEW BELOW GRADE SECONDARY CONDUITS. RE: RISER DIAGRAM.
3. NEW SERVICE METER AND DISCONNECT.
4. TWO (2) - 2" CONDUITS FROM COMMUNICATIONS BOX AT STREET TO STORAGE
ROOM ADJACENT TO SERVICE ENTRANCE. CONDUITS CAN SHARE COMMON
TRENCH WITH SECONDARY CONDUITS. ADHERE TO ALL PEC RULES FOR
COMMON TRENCHES.
5. JUNCTION BOX AT GRADE FOR CONNECTION TO SITE SIGNAGE. PROVIDE 3/4"
CONDUIT FROM JUNCTION BOX TO PANEL L1 VIA TORK ASTRONOMICAL TIME
CLOCK. COORDINATE ON/OFF TIMES WITH OWNER.
Fie
lds &
Asso
cia
tes A
rch
itects
c FIELDS & ASSOCIATES ARCHITECTS, INC.
Project No:
Date:
11
01 S
. C
apit
al o
f Texas
Hw
y.
Tel: 5
12
-32
7-8
44
4
Bld
g.
A, Su
ite 1
01
Fax: 5
12
-32
7-7
99
8
Aust
in,
Texas
7
87
46
Web:
ww
w.fie
ldsa
rch
itects
.co
m
B2AEP, LLC
TBPE F-18874
3510 EAGLE WAY
ROUND ROCK, TX 78681
Offi
ce B
uild
ing
Harr
iman
Fin
an
cia
l
30
01
Gla
cie
r P
ass
Lan
e,
Ced
ar
Park
, T
X 7
86
13
02-01-2018
1679
Civ
il E
ngin
eer:
Cu
nn
ingh
am
All
en
, In
c.
31
03
Bee
Cav
e R
oad
, Su
ite
20
2
Au
stin
, T
exas
7
87
46
Tel:
512.
327-
2946
Str
uctu
ral En
gin
eer:
Pic
kett K
elm
& A
sso
cia
tes
41
00
Du
val
Rd
, B
ldg-
4,
# 1
03
Au
stin
, T
exas
78
75
9
Tel:
512.
345.
5538
Fax
: 512
.345
.430
5
MEP
En
gin
eer:
B2
AEP,
LLC
.3
510
Eag
le W
ay
Ro
un
d R
ock
, T
X 7
86
81
Tel:
512.
925-
7418
2018
PLOT DATE:
Revisions:
E1.0
ELECTRICAL SITE PLAN
1
2
3
4
5
RE
F.
DW
Toilet
116.1
Office
113
Office
107
Office
105
Office
116
Office
112
Office/Conference
108
Office
104
Toilet
109
Toilet
110
Office
114
Recept
103
Breakroom
117
Lobby
100
Conference
102
File/Copy
118
Storage
106
Open Office
119
Hall
101
Storage
102.1
Server
119.1
Hall
111
UnfinishedStorage
120
OCCUPANCY/PHOTO SENSOR LEGEND
LIGHT FIXTURE SCHEDULE
LIGHT FIXTURE SCHEDULE NOTES
GENERAL NOTES
KEYED DRAWING NOTES
PLAN
NORTH
SCALE: 1/4" = 1'-0"
LIGHTING PLAN1
Fie
lds &
Asso
cia
tes A
rch
itects
c FIELDS & ASSOCIATES ARCHITECTS, INC.
Project No:
Date:
11
01 S
. C
apit
al o
f Texas
Hw
y.
Tel: 5
12
-32
7-8
44
4
Bld
g.
A, Su
ite 1
01
Fax: 5
12
-32
7-7
99
8
Aust
in,
Texas
7
87
46
Web:
ww
w.fie
ldsa
rch
itects
.co
m
B2AEP, LLC
TBPE F-18874
3510 EAGLE WAY
ROUND ROCK, TX 78681
Offi
ce B
uild
ing
Harr
iman
Fin
an
cia
l
30
01
Gla
cie
r P
ass
Lan
e,
Ced
ar
Park
, T
X 7
86
13
02-01-2018
1679
Civ
il E
ngin
eer:
Cu
nn
ingh
am
All
en
, In
c.
31
03
Bee
Cav
e R
oad
, Su
ite
20
2
Au
stin
, T
exas
7
87
46
Tel:
512.
327-
2946
Str
uctu
ral En
gin
eer:
Pic
kett K
elm
& A
sso
cia
tes
41
00
Du
val
Rd
, B
ldg-
4,
# 1
03
Au
stin
, T
exas
78
75
9
Tel:
512.
345.
5538
Fax
: 512
.345
.430
5
MEP
En
gin
eer:
B2
AEP,
LLC
.3
510
Eag
le W
ay
Ro
un
d R
ock
, T
X 7
86
81
Tel:
512.
925-
7418
2018
PLOT DATE:
Revisions:
E2.0
LIGHTING PLAN
1. REFER TO SHEET E0.0 ELECTRICAL COVER SHEET FOR ADDITIONAL
INFORMATION.
2. ALL LIGHT FIXTURES ARE NEW.
3. ALL EXIT SIGNS ARE NEW. RE: LIGHT FIXTURE SCHEDULE FOR ADDITIONAL
INFORMATION.
4. ALL NEW LIGHT SWITCHES SHALL BE BASE BUILDING SPECIFICATION GRADE.
COORDINATE THE DEVICE STYLE AND FINISH WITH THE BUILDING OWNER AND
ARCHITECT PRIOR TO INSTALLATION. ALL DEVICES SHALL BE RATED 20-AMP
MINIMUM.
5. REFERENCE ARCHITECTURAL DRAWINGS AND COORDINATE THE EXACT
LOCATION AND ORIENTATION FOR ALL NEW LIGHT SWITCHES AND LIGHT
FIXTURES WITH THE ARCHITECT AND OWNER PRIOR TO INSTALLATION.
6. ALL POWER PACKS/BALLASTS FOR LIGHTING/SENSORS MOUNTED IN GYPSUM
BOARD CEILING SHALL BE REMOTE MOUNTED IN EASILY ACCESSIBLE DROP
CEILING AREAS. POWER PACKS/BALLAST ARE TO BE LABELED.
7. CEILING MOUNTED JUNCTION BOXES ARE FOR FUTURE CEILING FANS. PROVIDE
CIRCUITING FOR FUTURE CEILING FANS AND CONTROL AS REQUIRED. PROVIDE
MULTI-GANG WALL BOXES FOR ROOMS WITH CEILING MOUNTED JUNCTION
BOXES. EACH CEILING FAN SHOULD BE PROVIDED WITH AN ADDITIONAL GANG IN
ADDITION TO THE LIGHTING CONTROL GANG. ALL GANGS SHALL BE INSTALLLED
UNDER COMMON COVERPLATE WITH LIGHTING CONTROLS.
1. EXIT LIGHTS AND LIGHT FIXTURES INDICATED AS EMERGENCY AND/OR NIGHT
LIGHTS SHALL BE CONNECTED TO THE NON-SWITCHED CIRCUIT SERVING THE
AREA. PROVIDE FIXTURE WITH 90-MINUTE BATTERY UNIT FOR EMERGENCY
EGRESS LIGHTING ON LOSS OF NORMAL POWER.
2. PROVIDE FIXTURE WITH MINIMUM 90-MINUTE, FOR OPERATION DURING POWER
OUTAGE ONLY. FIXTURE SHALL BE SWITCHED ON/OFF WITH WALL SWITCH AS
INDICATED.
3. FIXTURES IN THIS AREA CONTROLLED BY OCCUPANCY SENSOR. RE OCCUPANCY
SENSOR LEGEND ON COVER SHEET FOR ADDITIONAL INFORMATION.
4. LOWER CASE LETTERS INDICATES CORRESPONDING SWITCH LEG FOR LIGHT
FIXTURE CONTROL.
5. TEXT REPRESENTS FIXTURE TAG. RE: LIGHT FIXTURE SCHEDULE FOR
ADDITIONAL INFORMATION.
6. NOT USED
7. INSTALL 1 GANG SWITCH BOX WITH A SINGLE COVERPLATE.
8. NUMBER ADJACENT TO FIXTURE REPRESENTS THE CIRCUIT NUMBER IN PANEL L1
SERVING THE DEVICE.
9. PROVIDE AND INSTALL 2 TYPE A2 STRIP LIGHTS IN MECHANICAL PLATFORM
ABOVE. UTILIZE CIRCUIT L1-5. COORDINATE EXACT LOCATION AND MOUNTING
WITH MECHNICAL CONTRACTOR TO AVOID DUCT CONFLICT. PROVIDE WITH
STANDARD ON/OFF SWITCH AT PLATFORM ENTRANCE.
10. ALL EXTERIOR LIGHTING SHALL BE CONTROLLED BY A TORK 7-DAY
PROGRAMMABLE ASTRONOMICAL TIMER. INSTALL ADJACENT TO PANEL AND
PROVIDE OVERRIDE SWITCH AT RECEPTION DESK WALL. COORDINATE EXACT
SWITCH LOCATION WITH OWNER PRIOR TO ROUGH IN.
RE
F.
DW
Toilet
116.1
Office
113
Office
107
Office
105
Office
116
Office
112
Office/Conference
108
Office
104
Toilet
109
Toilet
110
Office
114
Recept
103
Breakroom
117
Lobby
100
Conference
102
File/Copy
118
Storage
106
Open Office
119
Hall
101
Storage
102.1
Server
119.1
Hall
111
UnfinishedStorage
120
CR CR
CR
CR CR CR
CRCR
CR
CR
CR CR CR
CR
GENERAL NOTES
KEYED DRAWING NOTES
PLAN
NORTH
SCALE: 1/4" = 1'-0"
POWER PLAN1
Fie
lds &
Asso
cia
tes A
rch
itects
c FIELDS & ASSOCIATES ARCHITECTS, INC.
Project No:
Date:
11
01 S
. C
apit
al o
f Texas
Hw
y.
Tel: 5
12
-32
7-8
44
4
Bld
g.
A, Su
ite 1
01
Fax: 5
12
-32
7-7
99
8
Aust
in,
Texas
7
87
46
Web:
ww
w.fie
ldsa
rch
itects
.co
m
B2AEP, LLC
TBPE F-18874
3510 EAGLE WAY
ROUND ROCK, TX 78681
Offi
ce B
uild
ing
Harr
iman
Fin
an
cia
l
30
01
Gla
cie
r P
ass
Lan
e,
Ced
ar
Park
, T
X 7
86
13
02-01-2018
1679
Civ
il E
ngin
eer:
Cu
nn
ingh
am
All
en
, In
c.
31
03
Bee
Cav
e R
oad
, Su
ite
20
2
Au
stin
, T
exas
7
87
46
Tel:
512.
327-
2946
Str
uctu
ral En
gin
eer:
Pic
kett K
elm
& A
sso
cia
tes
41
00
Du
val
Rd
, B
ldg-
4,
# 1
03
Au
stin
, T
exas
78
75
9
Tel:
512.
345.
5538
Fax
: 512
.345
.430
5
MEP
En
gin
eer:
B2
AEP,
LLC
.3
510
Eag
le W
ay
Ro
un
d R
ock
, T
X 7
86
81
Tel:
512.
925-
7418
2018
PLOT DATE:
Revisions:
E3.0
POWER PLAN
1. REFER TO SHEET E0.0 ELECTRICAL COVER SHEET FOR ADDITIONAL
INFORMATION.
2. ALL NEW RECEPTACLES SHALL BE SPECIFICATION GRADE. COORDINATE THE
DEVICE STYLE AND FINISH WITH THE BUILDING MANAGEMENT AND ARCHITECT
PRIOR TO INSTALLATION. ALL DEVICES SHALL BE RATED 20-AMP MINIMUM.
3. THE CONTRACTOR SHALL ACCURATELY LABEL NEW JUNCTION BOXES WITH THE
RESPECTIVE PANEL AND CIRCUIT NUMBER(S). IN ADDITION, THE RESPECTIVE
PANELBOARD DIRECTORIES SHALL BE PRINTED AND STORED WITH THE
PANELBOARDS
4. ELECTRICAL CONTRACTOR SHALL PROVIDE UPDATED "TYPED" PANEL BOARD
SCHEDULES FOR ALL PANELS SERVING THE PROJECT AREA.
5. REFERENCE ARCHITECTURAL DRAWINGS AND COORDINATE THE EXACT
LOCATION AND ORIENTATION FOR ALL NEW RECEPTACLES, LIGHT SWITCHES,
AND LIGHT FIXTURES WITH THE ARCHITECT AND OWNER PRIOR TO
INSTALLATION.
6. NEW BRANCH CIRCUITRY SHALL BE ACCURATELY IDENTIFIED AT THE
RESPECTIVE ABOVE CEILING JUNCTION BOXES. THE ASSOCIATED PANEL,
CIRCUITS, AND VOLTAGE SHALL BE IDENTIFIED ON ALL JUNCTION BOX COVERS.
IN ADDITION, THE PANEL DIRECTORIES SHALL BE UPDATED.
7. ALL CIRCUIT BREAKER NOT UTILIZED SHALL BE TURNED "OFF" AND LABELED
"SPARE" ON UPDATED PANEL SCHEDULE.
8. ALL CIRCUIT BREAKERS TO BE UTILIZED FOR EQUIPMENT WITH HERMETIC
REFRIGERANT MOTOR-COMPRESSORS (HVAC EQUIPMENT AND REFRIGERATORS)
SHALL BE HACR TYPE.
9. ALL CIRCUIT BREAKERS TO BE UTILIZED FOR VENDING MACHINES SHALL BE GFCI
TYPE.
10. ALL MULTIWIRE BRANCH CIRCUITS SHALL BE PROVIDED WITH HANDLE TIES PER
NEC 210.4.
1. NEW MAIN DISCONNECT AND METER FOR THE BUILDING.
2. HUBBELL OR LEGRAND 20 AMP DUPLEX RECEPTACLE WITH INTEGRAL DUAL USB
RECEPTACLES.
3. COORDINATE EXACT LOCATION AND MOUNTING HEIGHT OF ELECTRICAL DEVICES
INSIDE/ABOVE MILLWORK IN THIS AREA WITH ARCHITECTURAL ELEVATIONS
PRIOR TO ROUGH-IN.
4. RECEPTACLE FOR ELECTRIC WATER COOLER. PROVIDE GFCI RECEPTACLE WITH
SEPARATE ACCESSIBLE REMOTE RESET OR GFCI BREAKER. COORDINATE
ROUGH-IN LOCATION WITH PLUMBING CONTRACTOR.
5. RECEPTACLE FOR CONNECTION TO PRINTER. VERIFY RECPETACLE NEMA
CONFIGURATION WITH TENANT IT PRIOR TO ROUGH IN.
6. EXTERIOR RECEPTACLES MOUNTED IN SOFFITT FOR CHRISTMAS LIGHTS.
7. PROVIDE 2 GANG CAST IN PLACE FLOORBOX FROM HUBBELL OR LEGRAND.
PROVIDE (1) 3/4" CONDUIT FOR POWER AND (1) 1.5" CONDUIT FOR DATA FROM
FLOOR BOX TO ABOVE ACCESSIBLE CEILING. EACH FLOOR BOX SHOULD BE
RECESSED TYPE AND PROVIDED WITH 20-AMP GFCI RECPETACLE FOR THE
POWER GANG AND COVERS AS REQUIRED. COORDINATE COVER TYPE, FINISH,
AND EXACT MEASUREMENTS WITH OWNER PRIOR TO PLACEMENT.
8. JUNCTION BOX FOR CONNECTION TO SECURITY CARD READER. PROVIDE
JUNCTION BOXES, CONDUIT, AND WIRING AS REQUIRED FOR A COMPLETE
INSTALLATION. CARD READER TO BE FURNISHED AND INSTALLED BY SECURITY
CONTRACTOR. COORDINATE EXACT LOCATION AND ADDITIONAL REQUIREMENTS
WITH SECURITY CONTRACTOR. COORDINATE SIZE AND REQUIREMENTS FOR
CARD READER PRIOR TO ROUGH IN.