HomeMy WebLinkAboutIA2016-3391,CRA R r E_
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JOB ADDRESS:
SSP 1 6 2116
DATE OF ISSUANCE: pp
PERMIT #:
BUILDING PERMIT APPLICATION
1061 Texan Trail
LOT: 1A BLOCK: A SUBDIVISION: Green Air Cargo Distribution Center Addition
BUILDING CONTRACTOR (company name): Schaffer Construction, LLC.
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CURRENT MAILING ADDRESS: P.O. Box 2431
CITY/STATE/ZIP: Frisco, Texas 75034
CURRENT MAILING ADDRESS: 2501 N. Harwood, Suite 2450
CITY/STATE/ZIP: Dallas, Texas 75201
PROJECT VALUE: $ 24,893.00
: # 214-888-6923 Fax #
PHONE NUMBER: 972-488-9292
FIRE SPRINKLERED? YES XX NO
WHAT TRADES WILL BE NEEDED? (Check ones tii:at stplA) ELECTRIC X PLUMBING X MECHANICAL
DESCRIPTION OF WORK TO BE DONE: Demo partition wall to open area, relocate doors, add toilet & lav in warehouse storage room, replace flooring
USE OF BUILDING OR STRUCTURE: Distribution
NAME OF BUSINESS: Tex Air
Total Square Footage under roof. 21,015 Square Footage of alteration/addition: 1,424
All", hereby certify that plans have been reviewed and the building will be inspected by a certified energy code inspector in accordance with
State Law. Plan review and inspection documentation shall be made available to the Building Department (required for new buildings,
alterations and additions)
❑ I hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review.
Control Number: N/A (Not required for I & 2 family dwellings)
I hereby certify that an asbestos survey has been conducted for this structure in accordance with the regulatory requirements of the Texas
Department of Health.
(REQUIRED FOR DEMOLITIONS, ADDITIONS AND OR ALTERATION TO COMMERCIAL AND PUBLIC BUILDINGS)
I hereby certify that the foregoing is correct to the best of my knowledge and all work will be performed according to the documents approved by
the Building Department and in compliance with the City Of Grapevine Ordinance regulating construction. It is understood that the issuance of
this permit does not grant or authorize any violation of any code or ordinance of the City Of Grapevine. I FURTHERMORE UNDERSTAND
THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY, AND THAT THE
DESIGN PROFESSIONAL/OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND
OR FEDERAL AGENCY(S). V27
PRINT NAME: Steven P. Scott SIGNAT
PHONE #: 512-585-4088 EMAIL:
❑ CHECK BOX IF PREFERRED TO BE CONTACTED BY E-MAIL
THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT
Construction Type:
Permit Valuation: $
Setbacks
Approval to Issue
Occupancy Group: 13 15-1
Fire Sprinkler: YES NO
Front:
Electrical
Division:
Building Depth: 1 sc>1
Left:
Plumbing
Zoning: L I
Building Width: 3 or
Rear:
Mechanical
Occupancy Load:
Right:
Plan Review Approval:
Date: q7 ° Zo 16
Building Permit Fee:
Site Plan Approval:
Date:
Plan Review Fee:
Fire Department: L3Y 4k v)
P cAy14 Date: - 1 6
Lot Drainage Fee:
Public Works Department:
Date:
Sewer Availability Rate:
Health Department:
Date:
Water Availability Rate:
Approved for Permit:
Date: I,S 90 I&
Total Fees:
Lot Drainage Submitted:
Approved:
Total Amount Due:
P.O. BOX 95104, GRAPEVINE, TX 76099 (817) 410-3165
O:FORMS\DSPERMITAPPLICATIONS 1/02-ReM 1/04,5/06,2W,11109,4111
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v Issue Date:
T
E X 1 8 CITY OF GRAPEVINE SEP 24, 2016
(CIRCLE ONE)
MECHANICAL - ELECTRICAL - PLUMBING - IRRIGATION - FUEL GAS
PERMIT APPLICATION
(PLEASE PRINT LEGIBLY - COMPLETE ENTIRE FORM)
PERMIT#
BLDG,.TM74#
DATE:
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JOB ADDREdS:
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SUITE #
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DES'7,TION 11 WO K:
PROPERTY OWNER:.
CON ACTING COMPANY*
U) f' E(&_
ADDRESS:
ADDRESS:
CITY/STATE/ZIP:
CITY/STATE/ZIP'
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Lj^,,,,
PHONE NUMBER:
PHONE NUMBER -
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TYPE OF OCCUPANCY
BUILDING AREA
(SO FT)
PERMIT FEES
AMOUNT DUE
EACH TRADE
I. R-3
1- 749
$ 33.25
SINGLE FAMILY, DUPLEX
750- 1,199
$ 49.88
TOWNHOUSE,
1,200- 1,500
$ 63.18
NEW CONSTRUCTION &
1,501- 1,750
$ 76.48
ADDITIONS (PER UNIT)
1,751- 2,000
$ 8113
2,001 - 2,250
$ 89.78
TOTAL SQ. FOOT UNDER
2,251- 3,000
$ 96.43
ROOF
3,001- 3,500
$ 103.08
3,501 - 4,000
$ 10913
$
4,001 +
$ 120.37
EACH TRADE
11. A, E, 1, R-1
1 - 500
$ 37.00
HOTELS, APARTMENTS,
501 - 100,000
$ 17.50+.035 PER
DRINKING/DINING,
100,001 - 500,000
$ 3,500.00+.03 SQUARE
EDUCATIONAL, ASSEMBLY,
500,001 +
$15,000.00+.02 FOOT
INSTITUTIONAL
EACH TRADE
111. B, F, H, M, S, U
OFFICE, RETAIL, WHOLESALE,
1- 500
$ 37.00
GARAGES, FACTORIES,
501- 50,000
$ 32.00+.01 PER
1
WORKSHOPS, SERVICE
50,001- 100,000
$ 182.00+ .007 SQUARE
STATIONS, WAREHOUSE
100,001+
$ 582.00+.003 FOOT
CONTRACT
EACH TRADE
IV. ANY OCCUPANCY GROUP
VALUATION OF
WORK
FINISH -OUTS,
SHELL COMPLETIONS,
Q_ 500
c-6 -0 1-- -k-0 - -
$ 37.00
-
ALTERATIONS OR
-
'
'STAND ALONE PERMITS-)
i'nT_-Tow-�
r7m'o-
.00
3,001- 5,000
$ 72.00
CONTRACT VALUATION OF WORK:
5,001- 50,000
$ 27.00+.009
50,001- 100,000
$ 127.00+ .007 PER
TVALUATION
$_
100,001- 500,000
500,001+
$ 327.00+ .005DOLLAR
$ 1,327.00+ .003
$
EACH TRADE
V. MISCELLANEOUS
IRRIGATION SYSTEMS
MOBILE HOME SERVICE
$ 37.00
$ 37.00
TEMPORARY POLE SERVICE
$ 37.00
SWIMMING POOLS
$ 37.00
SIGN ELECTRIC
$ 37.00
0:\FORMS\DS APPLICATIONS - FEESWEP APPLICATION 4-1 l.doc
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PLAN SUBMITTAL:
WHEN PLANS ARE REQUIRED BY COQES, ORD|NAWCES, OR AS DETERMINED BY THE BUILDING
OFFICIAL, THREE (3) SETS OFPLANS SHALL BE SUBMITTED INHARD COPY FORMAT. ENGINEER SEALED
PLANS AND CALCULATIONS SHALL BESUBMITTED AS REQUIRED BfCODES, ORDINANCES ORWHERE
OTHERWISE REQUIRED BY STATE LAW.
OTHER INSPECTIONS AND FEES:
°
INSPECTIONS OUTSIDE NORMAL BUSINESS HOURS (2HRMINIMUM) .................. ........... —.... ......... $42D00HOUR°
°REINSPECTION FEES ................. ....... ............. ......... ................. ............ —................... ... —$4210
"
PERMITS FOR WHICH NO FEE IS SPECIFICALLY INDICATED ............... —.......... ... ....... ............. $37l0
"
INSPECTIONS FOR WHICH NOFEE |SSPECIFICALLY INDICATED (1/2HOUR MINIMUM) ...................... $42.008HOUR
°
ADDITIONAL PLAN REVIEW REQUIRED BYCHANGES, ADDITIONS, ORREVISIONS TO
APPROVED PLANG--........ ----....................... —............. .......... .................. .........
---'$42.O0HOUR
"
BUILDING PERMIT FEES FOR THE GRAPEVINE-COLLEYVILLE INDEPENDENT SCHOOL DISTRICT
SHALL BE25Y6OFTHE FEES ESTABLISHED |NTHIS TABLE
FOR USE OF OUTSIDE CONSULTANTS FOR PLAN CHECKING AND INSPECTIONS, OR BOTH..... .... ACTUAL COSTS**
I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND ALL WORK WILL BE
PERFORMED ACCORDING TO THE DOCUMENTS APPROVED BY THE BUILDING DEPARTMENT AND IN COMPLIANCE
WITH THE CITY OFGRAPEVINE CODES REGULATING CONSTRUCTION. |T|SUNDERSTOOD THAT THE ISSUANCE OF
THIS PERMIT DOES NOT GRANT OR AUTHORIZE ANY VIOLATION OF ANY CODE OR ORDINANCE OF THE CITY OF
GRAPEVINE.
I FURTHER CERTIFY THAT ALL WORK THAT IS REQUIRED TO COMPLY WITH ANY FEDERAL, STATE, AND/OR
LOCAL LA W REGARDING ENERGY -)CONSERVATION WILL BE PERFORMED IN ACCORDANCE WITH THOSE LAWS,
NCE SHALL BE TO THE CITY UPON REQUEST.
SIGNATURE_CF CONTRACTORdR AUTHORIZED AGENT PRINTED NAME
`OR HOMEOWNER FOR HOME�CWNEO
PHONE#: EMAIL:
*OR THE TOTAL HOURLY COST TOTHE JURISDICTION WHICHEVER |GGREATER.
—ACTUAL COSTS INCLUDE ADMINISTRATIVE AND OVERHEAD COSTS.
Development Services Department, Building Inspections
The City ofGrapevine * P.0,Box 951O4* Grapevine, Texas 76099 * (8l7)410-3165
Fax (817) 410-3012 * www.grapevinetexas.gov
o^FOnwumoAPPLICATIONS 'FEsSws APPLICATION +^,*oc
V NE I� e Date:
T
9 X A 8 CITY OF GRAPEVINE 4 20
%
IV�V:i (CIRCLE ONE)
MECHANICAL - ELECTRICAL - PLUMBING - IRRIGATION - FUEL GAS
PERMIT APPLICATION I
(PLEASE PRINT LEGIBLY - COMPLETE ..:U 2F FOrMl
PERMIT #�
(0_
BLDG. 3,39
I - I 77��
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JOB ADDRESS: t)6 SUITE #
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DESCRIPTION OF WORK:
ALF�v /J
PROPERTY OWNER:
CONTRACTING COMPANY:)V 0 (
ADDRESS:a L�2
I 11oz"_c'L
ADDRESS:
1501
CITY/STATE/ZIP: 454f5- 14rAde,-�
CITYISTATEIZIP: QL_
PHONE NUMBER: 0? -o -ti d If 6 � q
PHONE NUMBER: q
TYPE OF OCCUPANCY
BUILDING AREA
(SQ FT)
PERMIT FEES
AMOUNT DUE
EACH TRADE
I. R-3
1- 749
$ 33.25
SINGLE FAMILY, DUPLEX
750- 1,199
$ 49.88
TOWNHOUSE,
1,200- 1,500
$ 63.18
NEW CONSTRUCTION &
1,501- 1,750
$ 76.48
ADDITIONS (PER UNIT)
1,751- 2,000
$ 83.13
2,001 - 2,250
$ 89.78
TOTAL SQ. FOOT UNDER
2,251- 3,000
$ 9643
ROOF
3,001- 3,500
$ 103.08
3,501 - 4,000
$ 109.73
4,001 +
$ 120.37
EACH TRADE
11. A, E, 1, R-1
I - 500
$ 37.00
HOTELS, APARTMENTS,
501 - 100,000
$ 17.50+.035 PER
DRINKING/DINING,
100,001 - 500,000
$ 3,500.00+.03 SQUARE
EDUCATIONAL, ASSEMBLY,
500,001 +
$15,000.00+.02 FOOT
INSTITUTIONAL
EACH TRADE
Ill. B, F, H, M, S, U
OFFICE, RETAIL, WHOLESALE,
1- 500
$ 37.00
GARAGES, FACTORIES,
501- 50,000
$ 32.00+ .01 PER
1
WORKSHOPS, SERVICE
50,001- 100,000
$ 182.00+ .007 SQUARE
STATIONS, WAREHOUSE
100,001+
$ 582.00+ .003 FOOT
CONTRACT
EACH TRADE
IV. ANY OCCUPANCY GROUP
VALUATION OF
WORK
FINISH -OUTS,
SHELL COMPLETIONS,
0- 500
$ 37.00
ALTERATIONS OR
501- 1,500
$ 45.00
STAND ALONE PERMITS
1,501- 3,000
$ 57.00
3,001- 5,000
$ 72.00
CONTRACT VALUATION OF WORK:
5,001- 50,000
50,001- 100,000
$ 27,00+ .009
$ 127.00+ .007 PER
$
100,001- 500,000
500,001+
$ 327.00+ .005DOLLAR
$ 1,327.00+.003 TVALUATION
$
V. MISCELLANEOUS
EACH TRADE
IRRIGATION SYSTEMS
$ 37.00
MOBILE HOME SERVICE
$ 37.00
TEMPORARY POLE SERVICE
$ 37.00
SWIMMING POOLS
$ 37.00
SIGN ELECTRIC
$ 37.00
C:\Users\sbatte\AppData\LoGal\Microsoft\Windows\Temporary Internet Files\Content.OutlookNG80E6GQF\MEP APPLICATION 4.1 1,doc
PLAN SUBMITTAL:
WHEN PLANS ARE REQUIRED BY CODES, ORDINANCES, OR AS DETERMINED BY THE BUILDING
OFFICIAL, THREE (3) SETS OF PLANS SHALL BE SUBMITTED IN HARD COPY FORMAT. ENGINEER SEALED
PLANS AND CALCULATIONS SHALL BE SUBMITTED AS REQUIRED BY CODES, ORDINANCES OR WHERE
OTHERWISE REQUIRED BY STATE LAW.
OTHER INSPECTIONS AND FEES:
+ INSPECTIONS OUTSIDE NORMAL BUSINESS HOURS (2HR MINIMUM)..... ...... -- ......... ............ -$42.00/HOUR-
REINSPECTIONFEES.. ................................................................................................................ $42.00
• PERMITS FOR WHICH NO FEE IS SPECIFICALLY INDICATED........................................................... $37.00
+ INSPECTIONS FOR WHICH NO FEE IS SPECIFICALLY INDICATED (1/2 HOUR MINIMUM)......................$42.00/HOUR
+ ADDITIONAL PLAN REVIEW REQUIRED BY CHANGES, ADDITIONS, OR REVISIONS TO
APPROVEDPLANS... .... ........ ---- .... -- ... ....... - .... .... ........ ................ .......... ....... $42.00/HOUR
• BUILDING PERMIT FEES FOR THE GRAPEVINE-COLLEYVILLE INDEPENDENT SCHOOL DISTRICT
SHALL BE 25% OF THE FEES ESTABLISHED IN THIS TABLE
+ FOR USE OF OUTSIDE CONSULTANTS FOR PLAN CHECKING AND INSPECTIONS, OR BOTH......... ACTUAL COSTS—
I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND ALL WORK WILL BE
PERFORMED ACCORDING TO THE DOCUMENTS APPROVED BY THE BUILDING DEPARTMENT AND IN COMPLIANCE
WITH THE CITY OF GRAPEVINE CODES REGULATING CONSTRUCTION, IT IS UNDERSTOOD THAT THE ISSUANCE OF
THIS PERMIT DOES NOT GRANT OR AUTHORIZE ANY VIOLATION OF ANY CODE OR ORDINANCE OF THE CITY OF
GRAPEVINE.
I FURTHER CERTIFY THAT ALL WORK THAT IS REQUIRED TO COMPLY WITH ANY FEDERAL, STATE, AND / OR
LTH
AW REGARDING ENERGY CONSERVATION WILL BE PERFORMED IN ACCORDANCE WITH THOSE LAWS,
AT VEVRIFICAN OF ENERGY CODE COMPLIANCE SHALL SUBMITTED TO THE CITY UPON REQUEST.
SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT PRINTED NA
(OR HOMEOWNER FOR HOMEOWNERS PERMITS)
PHONE #: ! ,-
AOR THE TOTAL HOURLY COST TO THE JURISDICTION WHICHEVER IS GREATER.
*ACTUAL COSTS INCLUDE ADMINISTRATIVE AND OVERHEAD COSTS.
Development Services Department, Building Inspections
The City of Grapevine * P.O. Box 95104 * Grapevine, Texas 76099 * (817) 410-3165
Fax (817) 410-3012 * www.grapevinctexas.gov
C:\Users\sbatte\AppData\Local\Microsoft\Windows\Temporary Internet FIIes\Content.Outlook\G80E6GQF\MEP APPLICATION 4-11.doc
Manda Pancholy
From: Manda Pancholy
Sent: Wednesday, September 07, 2016 8:56 AM
To:
Subject: 16-3391 1061 Texan Trail # 600 ( Remodel)
Steven P Scott,
In reference to above permit please provide required information in response to following comments in three hard
copies.
Comments:
Provide dimensional floor plan.
Provide electrical plan.
Provide plumbing plan for new rest room addition.
Any mechanical work for new rest room? Exhaust fan is required in new rest room.
Provide detail for the ramp.
Provide asbestos report for demolition work.
Manda Pancholy
Plans Examiner
City of Grapevine
817-410-3160
wwv; farrnereg corn
GRO
SEP 1 1112016
September 12, 2016
Mr. Daniel Kovar
Americas Rotational Property Manager
Prologis
6250 N. River Road
Suite 1100
Rosemont, Illinois 60018
RE: Asbestos -Containing Building Materials Inspection Report
Northwest Trade Center 9 — Suite 600
1061 Texan Trail — Grapevine, Texas 76051
Farmer Environmental Group Project Number 670.304
Mr. Kovar:
Farmer Environmental Group, LLC (Farmer) inspected Suite 600 (the Site) within
Northwest Trade Center 9 located at 1061 Texan Trail in Grapevine, Texas for
asbestos -containing building materials (ACBM) on September 9, 2016. Texas
Department of State Health Services (I'DSHS)-licensed and United States Environmental
Protection Agency (USEPA)-accredited Asbestos Inspector Robert Rawlings (TDSHS-
Icense #602808) conducted this inspection under an agreement between Farmer and
Prologis.
The purpose of the inspection was threefold: 1) determine locations and conditions of
asbestos -containing products in the scheduled renovation areas at the Site; 2) determine
the impact these materials will have on scheduled renovation; and 3) assist Prologis in
obtaining the necessary building permit with the City of Grapevine in accordance with
Senate Bill 509.
Based on the laboratory analysis of the bulk samples collected, no asbestos products
were identified at the Site.
It should be noted that the inspector made reasonable attempts to determine whether
suspect flooring applications were present beneath existing materials. However,
suspect asbestos -containing materials may be present under materials that were
inaccessible without significantly damaging floor covering. Farmer has extensive
experience with commercial buildings that have been abated prior to renovation or
demolition projects. Because building renovations occur from time -to -time, existing
asbestos -containing floor mastics are occasionally found in sporadic areas under
new flooring. Although representative samples of existing materials were collected
and analyzed for asbestos content during the asbestos inspection, an inspector
412: 'e 97 390 8314 - F- 21 4 644 bl I �25 Fp�rv�ay Oriie, Steel - CaacHor TX '750-0 - Tct,-P-ree I P,88 811 5392 - 0 ff- �,c t 2
2
cannot confirm that no suspect flooring mastics exist in other areas without
removing all flooring materials. Therefore, demolition of flooring materials should
proceed with caution. If suspect materials not identified in this report are
uncovered during demolition activities, flooring material demolition should cease
until samples of the suspect floor material are analyzed for asbestos content.
Additional bulk samples should be collected from previously concealed materials that
may be revealed during demolition activity, or from materials outside the original
inspection scope of work. "Suspect" material includes any material serving as a
sprayed -on or troweled -on acoustic or fireproofing surface; floor and ceiling tiles; transite
panels, siding or shingles; thermal insulation or any material associated with mechanical
systems; or any binding agent such as tar sealant, mastic adhesive, roofing tar, caulking,
et cetera. Texas Asbestos Health Protection Rules (TAHPR) requires bulk samples in
public buildings be collected by a TDSHS-licensed asbestos inspector or a TDSHS-
licensed individual asbestos consultant.
All interior building spaces at the Site were viewed. Suspect materials were touched by
the inspector to determine the location, condition, and friability of observed asbestos
material. However, suspect roofing and exterior building material samples were not
collected as part of this inspection. All bulk samples were submitted for polarized light
microscopy (PLM) analysis. Mr. Rawlings collected 27 samples of accessible finish out
building materials.
When suspect material was initially sighted, one (1) bulk sample was usually collected.
When similar materials were found in other parts of the Site, additional samples were
collected to confirm that the material was consistent in asbestos content. In compliance
with the TAHPR, a minimum of three bulk samples were collected for each
homogeneous area. By definition, a homogeneous area means an area of surfacing
material, thermal system insulation material, or miscellaneous material that is uniform in
color and texture, and is installed within the same period.
Every reasonable effort was made to view materials with restricted access. However, no
demolition activities were performed. Therefore, this report may omit asbestos materials
found behind false ceiling, wall, or flooring materials.
Farmer has extensive experience with older buildings that have been abated prior to
demolition or renovation projects. Occasionally, additional asbestos was discovered
during demolition of concealing ceiling, wall, or flooring materials.
The PLM Report in Appendix I indicate the results of PLM analysis for bulk samples
collected from in Suite 600. The PLM Report shows the room or area in which the
sample was collected and provides a description of the sampled material.
Any product containing more than 1% fibrous asbestos, when analyzed by PLM, is
considered a potential hazard by the USEPA. PLM is the USEPA-recognized method for
determining fibrous bulk asbestos content. Additionally, the USEPA indicates that further
1 in
analysis by point counting be performed to confirm asbestos content for friable materials
found to contain less than ten percent asbestos by visual area estimation. Point counting
analysis may be omitted if the material is assumed to contain more than one percent
asbestos and is then handled accordingly. All samples collected by Farmer were analyzed
by Steve Moody Micro -Services, LLC's TDSHS-licensed and National Voluntary
Laboratory Accreditation Program (NVLAP)-accredited laboratory in Farmers Branch,
Texas.
Sample analysis reported as "None Detected" should be interpreted as meaning no
asbestos was observed in the suspect material above the reliable limit of detection, (1%
by visual estimation) for the PLM method.
The following products were tested and found to contain no asbestos when analyzed by
PLM:
Firewall & joint compound
2. Drywall, paint texture, & joint compound
3. Drywall, bumpy texture, & joint compound
4. Yellow cove base mastic
5. Yellow carpet mastic
6. Light brown with white flakes 12" x 12" floor the & yellow mastic
7. Tan with brown flakes 12" x 12" floor the & yellow mastic
8. White sink undercoating
9. Light gray 2'x 4' lay -in ceiling the (worm fissures with pinholes)
Based on observations made at the Site, and results of the analysis of bulk samples
collected during the inspection, Farmer recommends the following:
Additional bulk samples should be collected from previously concealed materials
that may be revealed during demolition activity, or from materials outside 'the
original inspection scope of work. "Suspect" material includes any material serving
as a sprayed -on or troweled -on acoustic or fireproofing surface; floor and ceiling
tiles; transite panels, siding or shingles; thermal insulation or any material associated
with mechanical systems; or any binding agent such as tar sealant, mastic adhesive,
roofing tar, caulking, et cetera. TDSHS regulations require bulk samples in public
buildings be collected by a licensed asbestos inspector or individual asbestos
consultant.
2. If any material cannot be positively identified as non -asbestos -containing by the
analytical results of samples collected during this inspection, it should be treated as
asbestos until a sample of the newly identified suspect material can be collected and
analyzed by PLM.
4
3. During renovation activities, the Building Owner should ascertain the contents of
any new products (obtain Material Safety Data Sheets) installed in the building that
would void the accuracy and validity of this inspection report.
Farmer has endeavored to inspect the existing conditions within the affected areas using
TAHPR inspection protocols. Regardless of the thoroughness of an inspection, it is possible
that some areas containing asbestos were overlooked or inaccessible. This report presents
general descriptions of various construction materials and the general locations where these
materials were encountered. If questions arise during the planning for renovation,
demolition or other construction, Farmer should be notified to permit us to review the
situation and present recommendations.
This report has been prepared on behalf of and exclusively for the use of Prologis and
persons or organizations to which Prologis wishes to make this report available. The
conclusions expressed by Farmer regarding the conditions of the site are based solely on
observations made on September 9, 2016, the data collected during this inspection, and
the laboratory results of the samples collected and analyzed. The beneficiaries are hereby
advised that conditions observed are subject to change. This report and the findings
contained herein shall not, in whole or in part, be disseminated or conveyed to any other
party or be used or relied upon by any other party, in whole or in part, without Prologis'
prior written consent.
Farmer appreciates this opportunity to provide asbestos consulting services to Prologis. We
have enjoyed working with you on this project and look forward to meeting your needs in
the future. Should any questions arise concerning this report, please contact us at (972) 390-
8014.
Sincerely,
Chris Kaseta
Operations Manager — Inspections
Principal Review:
Robert Rawlings
TDSHS Asbestos Inspector #602808
( ' �
Craig Farmer, Chief Executive Officer
TDSHS Individual Asbestos Consultant #105122
Farmer Environmental Group, LLC
Appendix I — Bulk Sample Analysis
Appendix H — Bulk Sample Location Drawings
Appendix HI — Texas Department of State Health Services Licenses
BULK SAMPLE ANALYSIS
PLM Summary Report
NVLAP Lab Code 102056-0
2051 Valley View Lane TDSHS License No. 30-0084
Farmers Branch, TX 75234 Phone: (972) 241-8460
Client : Farmer Environmental Group Lab Job No.: 168-11656
Project : Northwest Trade Ctr. 9 / #600, 1061 Texan Tr, Grapevine Report Date: 09/10/2016
Project # : 670.304 ProLogis Sample Date :09/09/2016
Identification : Asbestos, Bulk Sample Analysis
Test Method: Polarized Light Microscopy / Dispersion Staining (PLM/DS)
EPA Method 600 / R-93 / 116
Page 1 of 3
On 9/9/2016, twenty seven (27) bulk material samples were submitted by a representative of Farmer Environmental Group for asbestos analysis by
PLM/DS. The PLM Detail Report is attached; additional information may be found therein. The results are summarized below:
Sample Number
Client Sample Description / Location
Asbestos Content
J05531
Firewall with Joint Compound, Warehouse
None Detected - Drywall Material
None Detected - Joint Compound
None Detected - Texture
J05532
Firewall with Joint Compound, Warehouse
None Detected - Drywall Material
None Detected - Joint Compound
None Detected - Texture
J05533
Firewall with Joint Compound, Warehouse
None Detected - Drywall Material
None Detected - Joint Compound
None Detected - Texture
J05534
Drywall with Paint Texture and Joint Compound,
None Detected - Drywall Material
Warehouse
None Detected - Joint Compound
None Detected - Paint / Texture
J05535
Drywall with Paint Texture and Joint Compound,
None Detected - Drywall Material
Warehouse
None Detected - Joint Compound
None Detected - Paint / Texture
J05536
Drywall with Paint Texture and Joint Compound,
None Detected - Drywall Material
Warehouse
None Detected - Joint Compound
None Detected - Paint / Texture
J05537
Drywall with Texture (Bumpy) and Joint Compound, Office
None Detected - Drywall Material
8
None Detected - Joint Compound
None Detected - Texture
J05538
Drywall with Texture (Bumpy) and Joint Compound, Office
None Detected - Drywall Material
7
None Detected - Joint Compound
None Detected - Texture
J05539
Drywall with Texture (Bumpy) and Joint Compound, Men's
None Detected - Drywall Material
Restroom (Warehouse)
None Detected - Joint Compound
None Detected - Texture
J05540
Cove Base Mastic (Yellow), Office 7
None Detected - Yellow Mastic
J05541
Cove Base Mastic (Yellow), Unisex Restroom
None Detected - Yellow Mastic
(Warehouse)
PLM Summary Report
NVLAP Lab Code 102056-0
2051 Valley View Lane TDSHS License No. 30-0084
Farmers Branch, TX 75234 Phone: (972) 241-8460
Client : Farmer Environmental Group Lab Job No.: 1613-11656
Project : Northwest Trade Ctr. 9 / #600, 1061 Texan Tr, Grapevine Report Date : 09/10/2016
Project # : 670.304 ProLogis Sample Date :09/09/2016
Identification : Asbestos, Bulk Sample Analysis
Test Method : Polarized Light Microscopy / Dispersion Staining (PLM/DS)
EPA Method 600 / R-93 / 116 Page 3 of 3
On 9/9/2016, twenty seven (27) bulk material samples were submitted by a representative of Farmer Environmental Group for asbestos analysis by
PLM/DS. The PLM Detail Report is attached; additional information may be found therein. The results are summarized below:
Sample Number
Client Sample Description / Location
Asbestos Content
These samples were analyzed by layers. Quantification, unless otherwise noted, is performed by calibrated visual
estimate. The test report shall not be reproduced, except in full, without written approval of the laboratory. The results
relate only to the items tested. These test results do not imply endorsement by NVLAP or any agency of the U.S.
Government. Accredited by the National Voluntary Laboratory Accreditation Program for Bulk Asbestos Fiber Analysis LAB
under Lab Code 102056-0. 11102056-0
Analyst(s): Debra O'Sullivan
Lab Manager: Heather Lopez Approved Signatory�—-------- -----
Lab Director: Bruce Crabb Approved Signatory
lie
— — — — — Thank you for choosing Moody Labs - — — — — — — — — —
. �. _ �
.i.
Moody Labs
PLM Detail Report
NVLAP Lab Code 102056-0
2051 Valley View Lane Supplement to PLM Summary Report
TDSHS License No. 30-0084
Farmers Branch, TX 75234 Phone: (972) 241-8460
Client : Farmer Environmental Group
Lab Job No.: 16B-11656
Project : Northwest Trade Ctr. 9 / #600, 1061 Texan Tr, Grapevine
Report Date : 09/10/2016
Project # : 670.304 ProLogis
Page 1 of 4
Sample Number
Layer
% Of
Components
% of
Analysis
Analyst
Sam le
Laver
Date
J05531 Drywall Material (White)
70%
Glass Wool Fibers
2% 09/09 DO
Cellulose Fibers
1 %
Gypsum / Binders
97%
DW Paper / Tape (Tan / White)
10%
Cellulose Fibers
100%
Joint Compound (White)
10%
Calcite / Talc / Binders
100%
Texture (White)
10%
Calcite / Talc / Binders
100%
J05532 Drywall Material (White)
25%
Glass Wool Fibers
2% 09/09 DO
Cellulose Fibers
1%
Gypsum / Binders
97%
DW Paper / Tape (Tan / White)
25%
Cellulose Fibers
100%
Joint Compound (White)
25%
Calcite / Talc / Binders
100%
Texture (White)
25%
Calcite / Talc / Binders
100%
J05533 Drywall Material (White)
25%
Glass Wool Fibers
2% 09/09 DO
Cellulose Fibers
1%
Gypsum / Binders
97%
DW Paper / Tape (Tan / White)
25%
Cellulose Fibers
100%
Joint Compound (White)
25%
Calcite / Talc / Binders
100%
Texture (White)
25%
Calcite / Talc / Binders
100%
J05534 Drywall Material (Pink)
70%
Glass Wool Fibers
2% 09/09 DO
Cellulose Fibers
1%
Gypsum / Binders
97%
DW Paper Facing (Tan)
10%
Cellulose Fibers
100%
Joint Compound (White)
17%
Calcite / Talc / Binders
100%
Paint / Texture (White)
3%
Calcite
25%
Pigment / Binders
75%
Moody Labs PLM Detail Report
2051 Valley View Lane Supplement to PLM Summary Report
Farmers Branch, TX 75234 Phone: (972) 241-8460
Client : Farmer Environmental Group
Project : Northwest Trade Ctr. 9 / #600, 1061 Texan Tr, Grapevine
Project # : 670.304 ProLogis
NVLAP Lab Code 102056-0
TDSHS License No. 30-0084
Lab Job No. ; 16B-11656
Report Date : 09/10/2016
Page 2 of 4
Sample Number Layer `o Of I Components I % of (Analysis anai�,�r
n_ -Of_
Layer
i L)are
J05535
Drywall Material (Pink)
70%
Glass Wool Fibers
2%
09/09 DO
Cellulose Fibers
1%
Gypsum / Binders
97%
DW Paper Facing (Tan)
10%
Cellulose Fibers
100%
Joint Compound (White)
17%
Calcite / Talc / Binders
100%
Paint / Texture (White)
3%
Calcite
25%
Pigment / Binders
75%
J05536
Drywall Material (Pink)
70%
Glass Wool Fibers
2%O
09/09 DO
Cellulose Fibers
1 %
Gypsum / Binders
97%
DW Paper Facing (Tan)
10%
Cellulose Fibers
100%
Joint Compound (White)
17%
Calcite / Talc / Binders
100%
Paint / Texture (White)
3%
Calcite
25%
Pigment / Binders
75%
J05537
Drywall Material (White)
65%
Glass Wool Fibers
2%
09/09 DO
Cellulose Fibers
1%
Gypsum / Binders
97%
DW Paper / Tape (Tan / White)
5%
Cellulose Fibers
100%
Joint Compound (White)
15%
Calcite / Talc / Binders
100%
Texture (White)
15%
Calcite / Talc / Binders
100%
J05538
Drywall Material (White)
35%
Glass Wool Fibers
2%
09/09 DO
Cellulose Fibers
1%
Gypsum / Binders
97%
DW Paper / Tape (Tan / White)
15%
Cellulose Fibers
100%
Joint Compound (White)
25%
Calcite / Talc / Binders
100%
Texture (White)
25%
Calcite / Talc / Binders
100%
Moody Labs
PLM Detail Report
NVLAP Lab Code 102056-0
2051 Valley View Lane Supplement
to PLM Summary Report
TDSHS License
No. 30-0084
Farmers Branch, TX 75234 Phone: (972) 241-8460
Client : Farmer Environmental Group
Lab
Job No.: 16B-11656
Project : Northwest Trade Ctr. 9 / #600, 1061 Texan Tr, Grapevine
Report Date: 09/10/2016
Project # : 670.304 ProLogis
Page 4 of 4
Sample Number
Layer
% Of
Components
% of
Analysis
Analyst
Sam le
Layer
Date
J05551 Floor Tile (Tan / Brown Flakes)
95%
Calcite / Vinyl Binders
100%
09/09
DO
Yellow Mastic (Yellow)
5%
Glue Binders
100%
J05552 Sink Undercoating (Off -White)
100%
Cellulose Fibers
10%
09/09
DO
Calcite / Talc
50%
Binders J Fillers
40%
J05553 Sink Undercoating (Off -White)
100%
Cellulose Fibers
10%
09/09
DO
Calcite / Talc
50%
Binders / Fillers
40%
J05554 Sink Undercoating (Off -White)
100%
Cellulose Fibers
10%
09/09
DO
Calcite 1 Talc
500
Binders / Fillers
40%
J05555 Acoustic Tile (Light Grey)
100%
Cellulose Fibers
65%
09/09
DO
Mineral Wool Fibers
5%
Perlite
30%
J05556 Acoustic Tile (Light Grey)
100%
Cellulose Fibers
65%
09/09
DO
Mineral Wool Fibers
5%
Perlite
30%
J05557 Acoustic Tile (Light Grey)
100%
Cellulose Fibers
65%
09/09
DO
Mineral Wool Fibers
5%
Perlite
30%
EFMRdkMENTAL
GROUP -
9-17
CHAIN 0FCUSTODN'RE'CORD FOR BUIk�'Wlpll
ProjectN.rnte:���5i�,;•�'iT� � � q .j_Sutr6 bj�)
Site Address: 1pt,_Ii i�zi _,
Inspection Date(s): c�g4t,
No. of samples: r7 .- _
-- • ____._. _-. Project No #: jiLj:3o4__. -
Inspector(s) 1)SIIS #:
Sample ID
Number
Sample Description
Sample Location
Quantity
colidition
. r c
�2��f�4 rel i,���� �n
J
�� <
t^
� f /JT
AA
J
-
� to sf
�
IIX
QES's'p�xstY� (, tNitt,�'E
�✓�
7
iia i Jam'
TYPIC; Or ANALYSIS: PLM Positive Stop: YES: NQ:
{tlositive stop floor Lite & ruastic only when both test positive)
TURNAROUND TMIE: 5 -Day 3 -Day 2 -Day 2A;liac:e Immediate
Collected by.
Submitted by: t Date: �-
Received by: � /Date: -qp�qo
Analyzed by _ —_ �_...� / Date' . _� •
PAGE_t
14 4144
CHAIN OF CUSTODY RECORD FOR BULK SAMPLES
I(A- I I
Project 4:
sample ID
Number. Sample Description
Sampte Location
Quantity
Condition
Tct6q,l '4okw 4oyr
44
IYA'Fwer,,74- ol
&%tr
`??t{2 1y l4
iiZoJfvL 17EKt�tYE
TZ
�7
sq
zo (4,jc,
sr,
am a
e, 7
PAGE 2, OF
Ee A. "OHMENTAL
APPENDIX II
11.1
! ! )•
J05534—�
J05535
PROL004S
J05536
BULK SAMPLE
J05551
_
NORTHWEST CENTER — SUITE 600
&
]20 119
. n1061
L, GRAPEVINE, TEXAS 76059
MCKM. RAMMOS
J05549
'U
J05550
J05539
J05537
J05542
107
�J05546
J055551-zz
J05557
J05541
J05554_1-.,",---
M-M 7J05531
J05552
J05532
4J05533
J05553
,J05543---""--
T
J05538
\�
MM4
�1
Bbl
J05540
�
J05556
J05545--'--'
3
X-7SFX
MTRI
J05541—'---�
NORTH
LOCATION LEGEND
FBUL=KSAM:P:L�E
JXX 3K W
L f Bulk ipte Collection
Environmental Famar
_
Group. c
'C
PROL004S
MIMMAII
BULK SAMPLE
F---.
raxsm.»e
_
NORTHWEST CENTER — SUITE 600
&
DRAW LXAPLM
. n1061
L, GRAPEVINE, TEXAS 76059
MCKM. RAMMOS
APPENDIX III
TEXAS DEPARTMENT OF STATE HEALTH SERVICES LICENSES
is cernfi*ed to per form as a
Asbestos Consultant Agency
in the State of Texas within the piinIew of Texas Occupations Code, chapter 1954, so long as this license is not
suspended or revoked and is renewed according to the rides adopted by the Texas Board of Health.
License Number: 100 142
Control Number: 96-912
JOHN HELLERSTEDT, M.D.
COMMISSIONER OF HEALTH
VOID IF ALTERED NON -TRANSFERABLE
Expiration Date: 8/2/2018
(Void After Expiration Date)
J'EXAS DEPARTMENT OF STATE HEALTH SERVICES
STEVE MOODY MICRO SERVICES LLC
tJ c etl i f a€"€t it. gf0t'ttt CIS to
Asbestos Laboratory
PUNK T EM
III the .';h1h, of I eas IfItIli a tiae l)IOTI Ir Of' occupatItni's e,(le, chapter 1954, so long ta. this tic vitse i,,i not
su-Npentletl ot, rciokctl untl is rc'n'wcal tic°conling to the ruics ailoptal bi, the Ttwa.� Bo arae
COMN I s ION FIR OF I IS A IA I I
License Number: '1*000,S4
,Control ntber. 96126 id .fit°ier kpiration ate)
VOID IF ALTERED NON-TRANSFEIRABLE
M
United States Department of Commerce
4
National Institute of Standards and Technology
Certificate of Accreditation to ISOAEC 17025:2005
NVLAP LAB CODE: 1025-
Services,Steve Moody Micro
LLC
Fartners Branch, TX
is accredited by the National Voluntary Laboratory Accr itation Program for specific services;
listed on the Scope of Accreditation, for
Asbestos Fiber 4
This laboratory is accredited in accordance with the recognized International Standard / Of/ ` 70,25'- 05,
This accreditation demonstrates technical competence for a defined scope and the cperatiera of a % crat€�ry quality
management ent s, stem (refer to joint ISO-ILAC-IAF Communique dated January 2009)'.
2016-07-01 through 2017-06-30
Effective Dates For the lVational votun bora' c- r ditatio Program
� Qf *";
et-wr or
National Voluntary
Laboratory Accreditation Program
vn�Z-s 0*
SCOPE OF ACCREDITATION TO ISOJEC 17025:2005
Steve Moody Micro Services, LLC
2051 Valley View Lane
Farmers Brand h,rX 75234-8956
Mr. Bruce Crabb
Plione. 972-241-8460 Fax: 972-241-8461
Email: brLice.crabb@moodylibs.com
http:t kv,�Aw.iiioodyl,,tbs.coxn
ASBESTOS FIBER ANALYSIS NVLAP LAD CODE 102056-0
Bulk Asbestos Analysis
Cdatia D
EPA 6001N,14-82-020- Interim Method for the Determination of Asbestos in Bulk Insulation samples
1 &'A03 EPA 600IR-931 16, Method for the Determination of Asbcstos in Bulk Building Materials
Airborne Asbestos Analysis
CQ* VescrL i
�pttLk
I 8sA02 1,1,& EPA's "Interim Transmission Electron Microscopy Analytical Methods -Mandatory and
Nomnatidatory-and Mandatory Section to Determine Completion of Response Actions- as found in
40 CFF, Part 763, Subpart E, Appendix A.
U.
Volunta L borat -Accreditation -Program
-
FlELEASED F
3.M
SHEET,
RELEASE DOES NOT AUT-, ANYWORK iN CONFLIC,
0VITH THE SPLCPNG
H
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) 9 X71 f KEPTr.o, I.
ATE:
DUII DIN'
,I
I:
R-ELEAS' DOES';`.
S M N
p pt, {,ryP yr C
SSE PLANS ARE NOT REVIEWED
FOR HANDICAPPED ACCESSIBILITY
ff IS THE RESPONSIBILITY OF THE DESIGN
PROFESSIONAL/ BUILDING OWNER
TO STAIN THE NECESSARY APPROVALS
FROM THE PROPER STATE AND/ OR
FEDERAL AGENCY
lY'1 -t' W I -t vi
I I I I I 1
2'-O"
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LOAD
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2006 INTERNATIONAL BUILDING CODE
2006 INTERNATIONAL PLUMBING CODE
2006 INTERNATIONAL FUEL AND GAS CODE
2006 INTERNATIONAL MECHANICAL CODE
2006 INTERNATIONAL FIRE CODE
2006 INTERNATIONAL ENERGY CODE
2006 NATIONAL ELECTRICAL CODE
BUILDING AREA
WAREHOUSE
16,525 S.F.
OFFICE
4,490 S.F.
TOTAL LEASE AREA
21,015 S.F.
PARKING REOUIRED-OFFICE (4,490 SF, ®5.1:300 S.F.)
20 SPACES
PARKING REQUIRED -WAREHOUSE (16,525 S.F. ® 1:2000 5.F.)9
SPACES
TOTAL PARKING REOUIRED-LEASE
29 SPACES
PARKING PROVIDED
29 SPACES
TYPE OF CONSTRUCTION
TYPE IIB
SPRINKLER SYSTEM FULLY
6PRINKLERED
OCCUPANCY
GROUPS -1
OCCUPANT LOAD
OFFICE (4,490 5.F1100)44.9
WAREHOUSE (16,525 S.F1500)
330.5
TOTAL315.4
El, WIDTH REQUIRED (315.4 x 0.15)
56.31' WIDE
Ek:IT WIDTH PROVIDED (36" WIDTH X 2 OPNGSJ
12' WIDE
CONTRAC,TOR SH'ALL CALL FOR
€ Sail iO NS:
7 x x,
SEPARATE PLUMBING, MECHANICAL,
ELECTRICAL AND SIGN PERMITS
SHALL BE REQUVIED
O1 SITE PLA
SCALE: 1/16" = V-0"
NORTH
ARCHITECTS, P.LL.C.
ion �p°j
00
09-01-16
PROJECT NO. PROJ
SHEET TITLE -
DRAWN BY, CHECKED BY.
2501 N. Harwood, Suite 2450
Dallas, Texas 75201
Phone. 972-884-9292
Fax- 972-488-9848
DATE•o9-01 16 SHEET p e„ -_MSE
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2010 ADA Standards for Accessible Design
for Public Accommodations and Commercial Facilities: Title III
CHAPTER 3: BUILDING BLOCKS
---- ---------
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CHAPTER 4: ACCESSIBLE ROUTES
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MEINHARDT & ASSOCIATES
ARCHITECTS, P.L.L.C.
T,
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Ifl
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PROJECT NO.
SHEET TITLE -
DRAWN BY, CHECKED BY -
PROLOGIS,
2501 N. Harwood, Suite 2450
Dallas, Texas 75201
Phone. 972-884-9292
Fax, 972-488-9848
DAT&C-01 -1,, SHEET. A 1 .02
M
DESIGN
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2010 ADA Standards for Accessible Design
for Public Accommodations and Commercial Facilities: Title III
CHAPTER 6' P TS at FACILITIES
610.3 She.., Campariment Beata Whom o met is p ovaed etaadard rod -n abase, compadmem,
/
(CONTI
it .hall be a faidinq type shall be installed oa the ad, oral adjacent to the controls and slash extend
tram the back ..If to a out within 3 nches (75 mm) of the .^. porfment entry, Where a at is
698.3,3 jo ernade Rob In Type Shows, Comportments. M afternae .1 -in
provided in a altsuents rap 'n type who- compartment, ': cash be a folding type, shall be 'molted as
type shower comportments, group bars scall be Promise the back
the f e -t hall opposite the back wail and shall extend from the adjacent side wall [o o pant wxhm 3
tact- (75 mm) of the comportment aaby, In (read -typs. oho acre, the seek shah extend from the
wall oil the side wall farthest imm the wm v me _
H nt not .Grob bars
shoji campy M 610.
{sack wall to a point .',thin 3 inches (75 nm) a the compartment entry. The top of the ,,It shear be
s^.rail not be rwidd above the mal. Grab bars shall be hslalled 6 1xax
P pv
A a
�W,
17 'orches (43D ort inhoum and 19 inches (4P5 mm) nsvxtmum above the bathroom Fdsh is.
mm) maximum from adjacent wai'&.. �^
608.4
R L"E
2 inch (51 arm)
Serifs shall cnmpy with 810 JI or 610.3.2.
606.4 :tots. A louden o mn-talon seat shall be r
sen
transfer type shower 9amparlmenls A luidng seat shaliv 1,dpraYdied aft3 i
Figure 608.3.3 Grab Bars for
'n
610.3.1 ftzctdrqular Seam. The rear edge of o siongulor i Rr.
-
in mil type showers requred in troiv int lodging quest morns with
Altxnats Roll -In Type Shmcla
seat shall be 2 1/2 mines (64 mm) Intsmam and the
(3050 mm)
mobilityfact,,% comp in with 606.2. Seats shah comply w; 67 ,
comprung 9 ° PY ih 0
front edge 15 inches (360 mm, m•:'mum and 16 inches
cao,ets, counter tops, eppl'onces, °r wvhs, excluding
DOM C,*ols. Cond.ls faumiI and .shower reek units shall comply with 309.4,
(405 mm) mxue from the seat wall. The side edge of ewrc
and of the bathtub shall be 15 inches (380 mm) deep
the wast 0.11be 1 1/2 inches (38 mm) maximum from
7032 P.&- Bralle Inall be positioned below the trurimpandagi bot. If felt Po I4braille shall 704 Telephones
be placed parew the conse tet. Oodiffe shah be coamtd/8flub (95 )minimumfrom
"^' other
eneml Public tele hones shell can will, 704,
d 3 Gh 95 ) um
fro sed be tl . d rte t element. 7041 G P Py
804 Kitchens ad K'dohdnettes
Outsmart. shout cam 80A
8041 General. Kitchens roil ktehen
D4
tactile h° Rete en ( m
ExtEP7TON 8 11 Froward a clawat., car
P rt
m
cont, Is shall beseparated 3118 Inch(48) mnimum am
7D42 Wheooha i Access ble lTelephones Wheeichor ..soihin Wilithones shell campy wror 704,x.
804.2 Clearance Where a pass through kitchen ,s p Wed cleereares shall compy with 804.2.1. Where a
shall be located ether directly below or adjacent
to the I ... spandn° raised ch er symbols.
than dr equal to 75 inches
a 9
;1780 min)
U-shaped kitchen's Provided, onvername shall comp) .,,in SOC2.1
my i I 1,8 1:
.. B ch 6 m ). P
(
(32 mm) ti feel (3. ` a
shoji campy M 610.
704.2 Clear Floor or Ground Space A clear fiber o gr d pure compyng saw 305 smolt be fuliied.
EXCEPTION: SR,. that da Out provide a cookl,,p or onprovide- range shall not be required to odquy
A a
�W,
.1
The clear It-ar groundspace shall not be obstructed M baa. s, alai ores, ar dross.
kill, 864.2.
R L"E
2 inch (51 arm)
180 had (4570 mm) and
greater
17,. REFUGE.
704.2.1.1 ParaNel Approach Where a y� 20 n'¢"
the 5
mw Clearances ort measured from the furthssl projecting face of all opposing base
Advisory 804.2 Cimnc
hardware
vn Uin 2D 5=de! (6400 mm)
3 inch (75 mm)
(3050 mm)
�..
parallel gproaci s pravdd addrumd�xi=
from the edge of the telephone enclosure vs
cao,ets, counter tops, eppl'onces, °r wvhs, excluding
is
Ing 4xtiance aboaa 21 teal
(44';.:v' non)
and of the bathtub shall be 15 inches (380 mm) deep
L
to the face of the l=mmour ant sh II be
a
'mum
s a 6' is e n two
Po s Through .. t h M pass through where count
^as -mace bet sen
' z
Bathtub Seats
dhe Mer edge of the tnthlub.
10 eines (255 m )
, cabinet occultist
i. a. ca5mets are Opposite pomlzl wall
PPe 9 des, u t Dunt PPT.
appou
II coprmgbare b tape, appliances, walls within kitchen root areas shill be 40 inches
�.� `..
70421.2 Foard ch Where
rw
f rw N oPPr act '. n p pro had ihe dislam . _... _- _. �
u two enln'es
(10,5 mm)) minimum Posy through gd.,hans shall het
-�
x -
Figure 703 3.2 Pcwt on of Finite,
Figure 703.41 Ne ght of Tactile G''mmetem Abwre
Fw ath Flaor Ground
from III, '. t edge t .rote wdh. Fquro 04 7 1 Panelist Figure X1741.12 Forward
th IelepM to the face os the yypraarn Px Telephone Approach to T,IeDaona
t oho _ d s clil be 10 e hes (510
,
7034'stallalan "at odd lnc°t'on.SW,
with Ineike characters stall comply In "03.4,
m axmum.
0 bl 'rte hall ad's h wfdi 303 TelagNomes shill have pueh-Ii.d,4On an,,rAoH
6181`.1 Transfer Type Shane, r„smparurei;;e. S. painful Bier type phase, " imbase s, the commis, faurets, the nape...! wall. in, 704.. [Operable a s. Pero e Pu e . ps
and shower spray unH sFvsP be si t Il.d x. ba id all op;:avle t!;e seat 38 inches (365 mm) imninwm Fryixe 6103 Extent of Seof 70 41 rt 'uNai .trim Friar Fi w or G d Ta ole ha aa'ers sgns a II be locatd 4B hrhes (1220 shoe such seroxa is awilabb.
aw
i la
s m, mm) m sn m ee ^A f sk %., ar ground uriuee m¢aeur m, d fr the base'- a the lowest amid.amid.w4.2.3 Tab . Gatti Telephone d reclores, wixra p^ouWad, shrill be Wcated in .-due. with
and 48 'm, es (to ^0 mm; maximum ataa'e hs sh r Haar and shoii be located on the cintixi ..It 16 g. Ei chs T and 60 Ind s (15x5 mm) morin m abwe the Oris, floor ar ground surface, memxlard from ph
one
;nches (380 re) mcximum m cen
fpthe tal h ani 0 f eat r Its shows, Op g.
t' the Easel a of the Hiluxt {defile she far,
1,Tg.
be l.win l cn 1�j n-.;, EXI EPTON. Toct'Ie ttsmo ^e for elevator car cont» w .hail not b mruired t twrenply 0< 703.4.1.
,, asv 1 d s..:rver m°r, sit¢ t 704.24 CDN Le"gth. The coM. frau: the teleptone to the hwnavot shall be 29 inches (735 mm) bog
tt.w^ Basi - k ex,: �h 7;1342 Looatan. Where c; :actle sign 's provided a a ileo the>, s v ';":' mnmum
LIN,
Jsign shat be lamted a brifade the door at tine latch side. Whore'a 1.1de ak,x le prav4ld a m.1k. d- OM one echo les!, yd i trot h g 0nt hwe v e cada 704 x Velums (dome Telephones. P n" telepho as r qred o eq ntalz:e,na• " s?rux. the nib+ °,`'.alt be IrsAlad do the nacP4o mal. Wharm a hs Si IwM a acorve vet me antraltiwt p de go:n dl Fable up fa 20 dB m m Fa m .tai"`sign a a-kh l a cancel daaia with two waive iaw(s, the sign volume ewtral pwim at lead arm nterrmediate step of 12 dB of gen m ham. An automata, resetFigure 610.3.1 Rectangular eh U b located W the right a the right had dew, Where Inure shall be prcOrhod.
Lin ` Shons=.� Seat ,if spsce of the latch side of a angle dear or of the rignm 703,42 Lmb fr of
;aixs toe: wan right side
of double doors, sgns efoll be ineotd oa the aearset Teale Signs at Danis
Figure fedii Transfer Type Shawar (a1 ~ taj Figure 510.12 L -Shaped ^.h .r Seat adjacent wall. Signs canto iimq tact le choroctnrs shall be IKaed sa that o dear Nr.:r space e` iB inche= 7044 Mr. TTYs required at o public pay to"phone ulf to p mvvnenty off 1 N o adjacent to the
Compodmen( Grnt,3 Lsxatiaa vartha,2 seat usth m'at 610.3.2 L -Sha d Seats. The ear r e of an L-shaped seat shall be. 2 1/2 inches (64 nom( moximum 455 mm minimum 18 ;aches 455 mm minimum, centered on the tache characters, is pr.ond t leph e c 'w.. Whore on momim' reop'rr n used, the taleoh.pe, ccrd :,roll w suftc esy long f:v
Figure 6::8.5.2 Standand Roll -in Type Sitser Compartment Control Wci and the front edge 15 inches 1380 mm) minimum and 16 inch.: (405 mm) mc -.m from the seat wall. bey nd the me ,i a y d., ewing between the closed Poston and 45 degree open pecitssn, allow connection of the TTY odd the le@pi:,ne receiver.
60652 Standard Roll -In Type ShowerCdr {r, rt entw.. in standard rah le type sht— aoniorime ta, 'yw The rear edge of the 1° portion a the .wool shoil be 1 1/2 inches (16 mm) maximum from theII end Ea CEPTION: Signs warn tootle cheroot= shalf be permitted ;.m the push sde of doors 0.1, closers oil x
contras, fnumia and shower name unit +Jiall be Imphal chain the grab t r, but m higher than 48 the front edge shall be 14 inches (355 mm) minimum and 15 educe (360 mm) maxmum from ihd wdh, without how open deices. 104.4.1 Neigh{. When in use, the {ouch surface ;;p TTY kwypds stroll be 34 inches (88`1 mm) nv imam
notes (1220 mm) above the shower floe, Wtrre o sea s,- in-rded the media[ faucets, and shower Tne end of the 'L" shot be 22 h-x:hes (560 mm) mn,mnvn and 23 inclws maumum (585 mm) from Die love the finish Pear
spray and shall be netalied on the bark wall adjacent to the sea wall and Ghali be located 27 orches mem seat xoh. 7035 4" I Care-fars.. Vsuai chamcte. stall cnmpy with 7035 EXCOTIM Where topic are prcxded, TTY9 shall out be required to comply an 704.4.1,
in
(585 mm) maximum from the seat wall. _ ..+ka-:s. EXCEPTION Where v. ch t m comply with 703,2 a d omb',rNle ca,.,rixlpanad by y q witti
.10.4 :iimcluml Strength, hlawobie ntranses anuli ori be -.dd far malarial, uses when a r rrlci a. 703.3, they shall not be reruaad to cnmpy with 703.5,2 through .03.59. 70'45 Ttt Shelf. bic pry L lephues re.{uird too mediae porw5ie i7Ys shalt be q pori h ll
608.5.3 Alternate Roll -In i Shower t,w t " heli and an elect al ouhRl thin or dlocent in the telephone e closure. The telepho a Im.:la t shall be
^'+z of ,rommmdatl.
Type !rxrsonial force of 250 ,Hands (1172 N) is applied of any µ81n1 on the sea, fosteosv mounting devse' 703.5.1 finish and Cceahast. Characters and their hock 4 capable of bwng Piero d flus on the s rfo m. of th< shelf. The shelf shall be rope, 'l.9 a
Compartmamis.' ahunate roll -in type snow or supporting tn,ctum. g.. ik heli have n n roue fns{. Choraaws Try ,and small have 6 inches (150 mm) mnunum .,f;c.l clearance adv. the a- where the T1Y is to hs
comportments, the comets faucets and Shower suppo � s eta -pact with trier be sgnuna with edhar light chordcter2 on 0 dark bocvgrund e°, dark choroclevs
spray unit shall be locdtd above the grab be i ^ s C 3 or,
WA bakgmund Opens.
Out rc- higher than 48'nches (1220 mm) abavn V W CHAPTER T. ATION AND FEATURES
the shower ilea Where a sant s pranwd, the )- 701 Cer,kral 703_2 Cass Characters shall be uppm000 or towempas or a combination of both. 705 Oniwhv6le Warnings
controls, faucets, and shower spray unit sholl •a; s, 701,1 Sc pe. Tw prossides u Chapter 7 shop apply w^are required by Chapter 2 or where mtereama by k is shat consist a a .x..face of be -ted drones. and shill comply with
W Rotated on the side wait adjacent to the '. ¢,°', ' 70353 tyre. Cha o,1 halt be e waataaol m t rm. Chwc-:.inns shall net be ,tole, n1of werpt, higHy 785.1 Genaml. Datec'aJle wamas
o recur t ti, d u 1 05.
+,• r of h iwwai corm..
redo i7 inches the mm um from the Ag rm Systems
dew ate aha u
772. W m
Y
rods wad behind the scot o hd'1 be Ioca,M an 702.1 General. Fre Its. sysr s §ail have pwmanenty nstahad wdlbk and ini Sums complying
t dramatic, f o
I hav d base
ra. Sze. Tmncad
dams Act table
a s �
enrol e
7D5.1 1 Wr 9
h a dth M the u rasa
4 I c o fonts wFwre t
Character I ee led from 7035.. hdroaer Pro atone Characters tiers n be PPe
P
amate
r o{ :-0 cram P
h baso
the back ..It Opposite t a 1 ,;nch � tad ds'' Cha tar 6 maximum, to d�
Dle he 5 ee {390 1h, NFPA 72 (99x0 or o Cmcand atnl of nae m mnand S R Biter J Is 55 p.rr.enl mm muss and 110 percent mux num a the he qst of the swTrersmse letter T. inch (23 mm) mnmum and 1.4 inches ( ) D P
ern) mo ,left or fight, i the ceaer!;ne - _ 7), ex.spt that ll:. moxwnum alowable and level of nadkSw tdx.' n dpptonces compyinq Ih ec o diameter minimum to 65 peixem of the barna iliometer maximum, and a height of R2 inch (. i mrr„
row ..n i• n
of the sprat Where o ua n' n°
vxx r,r .,w
i p rid, the 4-3.21 of NFPA 72 (1999 edition) Alia ha a w- d I el rn more than 110 dB ie the ma. Unum 7,3.5.5 Character Height. Minimum chrmc[er height sMil comply ri th Table 70315 Y g distance spall
controls, faucets, oil show r span' and boli s.m.-e - - hewing d tanan from the audible appliance e, ada,4'ivr. warms n guest rasms requ4d to orwida be sosur f as the ho.ieantel di iance between the character and rr obstruction prere vrg further 705,1,2 Come Spacing. %haotd dames'n a dctxtaMe mi -119 sw,ece shout have a center to -center
W im,°allnd an the vie wall towboat from Uro i eoi r;cat'an feafures shall co. ,1 wi2A semens 4-3 and 4-4 of NIPA 72 1999 edition or seot5s, P let.er 'I'. inches 61 m maximum, and chose -to -base
cumpar+.nenf entry. ;�i>x C°nuT° K J ( ) approach I.owards the s gn. Charade- Insight she_ be based on the uppe-. p "g f 1.6 ;rah (41 m d '.q ( m}
°".'ors", °' 7.4 and 7.5 of NFPA 72 (2002 ad'4mn), Bpd. q of u.65 rch (17 mm) minimal., ,rep -d beWean the mast ,djampt domes an a square gd.
608.6 Shower Spray Ong and Water. a mower Fqum 6GF5.3 Alts nae Roll -In Type°x E ,CEPf10h. F of rm g9tems m m�l cure faci4tse shall be permitted to be proraed in word- Table 703..a5 Ysuai Charactw He g`r'.
P % Shower Com rime" Control tacedial wrh ,iMustry pra'uve.
spray unit with o hose 59 .encs (MOD num) long W
minimum Lhal can be used bot, ae a iced p t. n she.. lld mol hdnd-herd shows, shall ba 703 Signs
w 3. bah visual do trctC ch .Daws are r urd either
prprapp. The shower sero; ant anal bare l or'in used, til wdh s nim-osdve shut -cif. If an 703.1 Gene al elf, shall ropy i4h 70 Where t tl eq
^'I a rat xo orate s` ns a,,^e war visual end one x3h
'h ih ud ad lo.iie to titers ort ,
Ie eg snip q.
ad astable -he hi shower bs d y, v ,teal bd rsr. the ba sh Il b'li to obMruet
J 9
the use of gmh bars. Shoe posy, hs slnil tl ii ate, that 10'F (43';1 a m fee tk ch leis, such be prmpdd.
F4CFPTh7N A fwd shower hsnd b tet at 48 t (7'2r mm)ma - ab Ina h teen iksor 703: Rased Chmarima Rhoord chourcin sh 6 ...ruly with 7032 a d shall be dnpfm d in braille
shelf be pei-nitted instead f w hood -ford spi y of facia that are et medical care facites, camplyng 60, M.3. Milled =h eters shalt be'nstolled n d An 703.4
long -tens .:sip facltwa, trnsmnt Idgng guest come, or askibuhai dweismg Linin.
7032.1 Dolls. fuieed chd-We droll be 1/32 m, h s0.8 m) mlimxn above (hex haakgrnurd.
608.7 Thresholds. Thresholds in roll -in Type Nvaxer comportmcaae shall be 1/2 inch (13 am) high
maximum in c. bonm with 303. In tan's+e type crown, comp°dments, thresholds 1/2 tach (13 mm) 70112 Can, Cho -be drall so upw,ase.
Wp are -an 0.1i be bsysi tl munded, or ver`.' al
2CEPTON A t h Id 2 i h (51 m \hgh shoal be pre noted in tender type phase, +33.13 Slyl Ch este t l be vans serif. Characters shall not be gelid, oblique, scr t, highlycompartments n esrecmg focibe xh.. p:av eon of a 11'2 ch (13 mm) hgh thrashced wound disturb the dse-trce, or at mit, xus
,uarms
l fa.
618.8 Shower Enclosures Evenness for shower compadmen!s sMll not abstract csmtras founds, and
hewer spr oy anis or obanx t binds, from wheelcha'm onto shower seals.
6Dg Groh Bars
C0.1 Genera Grab bum in Kat facilities and 4 .aarxnsmv
bathing facilities sholl comply with 609,
609: Cross Section Gust, bare shall hove o
crass mctku ownplying with 6092.1 cv 60922
� d /
669.2.1 Chcu9ar Cross Section. Grob bus wish
I', at., I- scenes shall more an outside
0
ilia f 1 4 3
sl€r o 1 ,robes 2 mm min mum
I (
d 2' n (51 ) araidruna.
6(,12.2 N ur Cross Section Grab bane tet
with non I^i dreas woburs shot hove a Figure 609.2.2 Grob En, Non -Cheraw Cross SWion
ames--tic, tomonsnic, of 2 .iso 151 m) I a - man cad o per, „ter duransm of 4 inches
(100 mm) mmhnum and 4.8 inches (120 mm)
mex;mu e. i
609.3 So. ng. The space between the wall aM Lha
grab bei eholl be 1 1/2 irchas ()6 mm) The space '
batems the grab bei and pm)actng objects tuna,
ami at the oda weal bs 1 1;`2 inches (38 axes)
anni The, spree between the grub bei and xy609,w Sioin
jeohrg objects IW,, shell be 12 che, (306 mm) F're .3ddS tmw.n
mnimum. 9a pacmg et s
Drab Bare
EY.!'CJ'OON: The space between Ins grab bars and shower contras, shower littinge, ad other Brat bous
above ehav`be permi`!ed td be 1 1/2 inches (38 mm) mnimum.
609.4 Redline of Grab Bars. Grab boes abbi be installed in a horlswol pashion, 33 inches (840 mm)
minimum and 36 venae (915 mm) maximum above the finish floor arepred to the tap a in, gripping
surface, avespi thw' of vent, closets for children's use -plying waft 6DC9, grab be. shell is Ine:aw
in a morn ,al peri ce 18 mehea (455 mm) mnimum and 27 Inches (665 mm) maximum above the
finish flea, measured to the top of the grippMq sorfon The bright el the fews, grab bei on the bock
wall V a bAllub shag comply with 607.4.1.1 or 40742.1
609.5 Sprint, Me", Crab lows and airy wok ar other surfaces mid -h to grab be. shall be free a
ssary or abmrive elements and shat hove roumdad edges.
6D9.6 F3Yhgn. Grab bum shall not roteb, wlihn, their fittings.
60'3.7 Irriadaion. Grab dors aholf be installed in any manner that provider o gripping surface at the
OPIIST-d Wedam and that dons not obstnrei the requid clear fba- space.
H qht t F Fa Gm'wd
i Benefit of Chmac ¢r
Han-tal Visiting Ns'.emce
Nnimuen Character Height
40 nets,, (1015 mm) to lass
less than 72 inches (ISSO mm)
5/8 :rich (16 mm)
than dr equal to 75 inches
a 9
;1780 min)
72 inches 1830 e?'m and
greau
my i I 1,8 1:
.. B ch 6 m ). P
(
(32 mm) ti feel (3. ` a
shoji campy M 610.
-- 4
v nq tl lance above 72 n^hes
610.2 Bathtub Seats. The top of bathtub seats shall be 17
�W,
(1833 mm)
Greater than 70 inches (1780
IPS than 180 inches (4570 mm)
2 inch (51 arm)
180 had (4570 mm) and
greater
: inches (51 mm), plus 1/8 inch
(32 mm) per toot (305 mm) of
Weaving d.xiaam above 180 inches
(4570 mm)
.m) t less than w .qua to
IiC r res (3D50 arm)
Greater than 1U nches
vn Uin 2D 5=de! (6400 mm)
3 inch (75 mm)
(3050 mm)
21 Leet (6400 mm) and greater
3 inches (75 mm), pias 7/B inch
(.2 } p f« (305 mm) of
capable of secure placement. Permanent seals a the head
is
Ing 4xtiance aboaa 21 teal
(44';.:v' non)
703.13 Contrast. Int c otrb ring sudas. small -treat visually with apackal walking sinfsoas ether
Ighi an -dark, or disk -up -light.
4
In-
t
!,2
Figure 705.1 Sze od Spacing at Truncated Dorms
705.2 Platform Edges. Detectable w dri g slsiaxss at platform boarding dges shall be 24 inches (610
mm) wide and she" tend Ibe foil Iangth of the Or use area of the Duane m.
706 Assstve Lisle ng SYdress,
706.1 Genesi,. AsOini- istening syaeirs regrurnd t,, aasembly meas shah w apiy ash 706.
70114 Character ProporU- Chemet. such be selected ham teas where the width of the upperc ase
let"nr '0' ro 55 percent minimum and 110 pemeai maximum of the height of the uppemoae leiter "'. 70^62 Resew,: J..., Ramnwm required far use xvhh as assistb, hstening system shod) '.fads a 1/8
ifeav70315 Ch Per Heghf Chmular boght meosurd vertiwly f- the baseline a the character shall ss w (32 m) stantloN mono jet%.
5/8 rich (16 mm) miamuo, and 2 inches (51 mm) =mum based on the height of the uppererse 7(63 Rre^'awr N a g Aid mcsublity. R va. regard to be hearing -Ind c Paible shall mlerf-0
letter T. 703.5& Height From Fhmch Ed. nr Ground. Vsual characters uhail be 40'chis (1015 mm) mulmem win telnee s' h.aring ams th uegh the umb;cm ao neckloops.
N: Perot, d adv I A f with th, t minformation,,,kcd isd ata th F h floc
chaFPT10 Whew seD
p9
I � o spud rea6ure
A h b w be t r P
+t st listening mem D 'y
706 4 Sound Pre Le Ass Pa
.9 "i
t be required l.. comply with 70156,
character heght snail b pemutlst :a he 1/2 h (13 ) m m IXCEPTION Y I aha ct indicating simple, tar coamis shell w eq c py
"K rA<n,« 'r'# percent minorum and 30 .I 110 d8 a.�d 178 dB rtw m itis dyn . -age the m wnbol of 50 d8.
shall a 70
s'. w s 1 a crease tester "i" h b
,53...7 stroke Thick sxv Slink U'x: � r
4TP e
d rxuss m osaie.ve 'alrrn
percent maximum of the height f thecharacter, 7065 sgn oil be
sa Rat.. The signal trwss ra,u to n,erno:ly generated 9
_�-systems sr l be 18 d8 mn�rlwm.
BSc n�**. + (� ) 703.5.8 Chas`=su Sp Character spvcng shat be measured bcrween the two closest p a dy +l
charactem, excluding word spaces:. SH ing betwno 'ndrvwuel chorale. shall be 10 Percent mnmum orf 706.6 Peak C6ppirig Levet F;mk clipping shall not exco J 18 d8 of dp,sng nal 11m to the fcmks of
35 pement met- of chaster haght. speech.
row
s :, .,�,� _., .,.. °u.:,s.'.. '�. _ w•azty-. 708 Two -Way fommumcolrn S"t"'
r s
\C a t' mx a shall
•.; w.hna
, •,....,, Sprr.'ng. Spacing between the besN'nes of ssparate lines of characters ssog 708.1 General i way o munL¢llan systems loll uxnnply sigh 708.
j 3.'... s♦ i i• o.; --k 5tt? the 5 9 Lore
Fig 70.....5 Haight of Raised ,(.� t ) be 13; percent mnimum and 170 percent maximum of the chr.,acter haight.
Chwste. °"Mph° -- 7:1.2 Audible OM YsaOi Imlicaa.. the syaam shall provwe both and b[ and viva Mgnals.
Figure 7033.1 Braille M cauremeM 703,5 Pctograms, Picicgmms shop =anally wTn 703 6. � p
703.2 .6 Stroke Th ckmne Sirok. th:knesc of tae uppw,,mb ieller '1' phos be 15 f earl maximum of 703.6.1 Piogram rTmw Pictograms ado I,- a tied haight of 6 Sri. 7015.3 Hadsets. Hadeet wrrha, if pr ided, shall be 29 inches (735 sir) long minEmum.
the height f thecharacter. inches (150 mm) minimum. Chcsactere i. J trek shall not be locatd E ::
703.27 C roger Sfordng Character slouching shelf be maasurd Inchumm the t e i points of Tn the pktayrmn laid. I CHAPTER 9: SPECIAL RO SPACES AM ELEMOM
adjacent -it Inspect thin a wasmag excluding word spaces. Where h r or. hav siarrxvar 70362 F sh and Cnnbwst Pictcymms rod their Feld holt have a --- s
crass mail on, spacing musen ,rdtsda.1 rased ..to.as. shall Ia 1/8 inch (3.2 mm) minimum and 4 am91om finish. Pictograms siwdl cantmst with their Few with x,$sr i
Gould the tiesd chamete coaka width mox'awm, Where chaster, have other cross awvfons, spoamq 9 pro � Pt g 9 i Il/EN'. '" crit Cenernl
between I,d"Joel round chaste. shop be 1/16 itch 1,6 mm) minimum and 4 times the msatl ° light td mm on a dark Gold or a dark t oro on a gi hl
( flew, � 801 1 Scale. the provisionsof Clmpter 8 shelf apply where requimd ley` Groptar 2 or where refemncee
Oharaeter eirake wndth mdnimum at the India of the wows sections, and 1/6 bash (3.2 mon) nnnimiev Figure 7u3.6.(T7x0ogram Fid by 0 reqummmvt r. this drmumsnt.
and 4 t un the raised character share width ,imum of it,- icp a the rose amt-, Chaste. 7035Z Tet Dosen'ptn.. Potimmms shall ha. a text descriptors
shun be aOperated I— roiaed bode. Oad d,oraka etaments 3/6 inch (9.5 mm) minimum. located .6.restly hetero the Posegram field Tsxt daecTome shall comply .Alii 703,2, 7033 and 703.4. BD3 Ore�bng, Fitting, and Lodes Rooms
703.28 I:ne ;rPaGng. Sposi:n9 between the basd'mes or ."ad. rhes of raised choracta. wgmr o 703.7 Symbols of A -sib ly, ctmbds of acmihllit'x sh:il comply with 7;13.7. 803.1 General. Orienting, W lq, and locker n^vams shall campy with IF 3.
message sbell be 135 precool minimum and 170 dwrce:rt maximum of the rated chc, cixx beigM. 803.2 Turning Space. T -fig space compfyMg with 34 shoe be prcwwetl within the room.
m-� lea fnivN.
1037.1 Finish and Co. est. symbols o/xrasaNk+py roil the by-kq u.=nil ahr21 have a m. g s
703.3 Braille. Braille shall be, contracted (Grade 2) emvd shall wmpl with 703.3 and 70,34. t'ymbols V Immo,karly oholl conirost with their bact9mum w'Na ether v *u symbol on 0 dark 803.3 Door Swing. Duo-. shall set swing into ins sm unless a clear floor or Iumnd space 0.0ying
y bockg-A rr d dark symbol oa 0 hgh; bodAgroud. 4 with 3f'ta.3 is provided beyond the are of t°:e door swing.
7033 1 Dthe dbins and CIpit ado. 0taof dots shell have o domed er roundd shape wed shct'i
campy wdh 'able 70331. The ;draon of an uµ,ercoae letter or tette. shag y low usd 5¢fwe inn 703.7.2 SymhWs. 801.4 Benches. A brach complying if 903 siva! be p did rtt. the,a.
fm4 word of sentences, proper nouns cad ..., iadNWuai lettere of If, alphabet, nalk.4,. and
ocroryms. Tobi. 7033.7 Drape enatdn 703721 1 tan ativanal SypM of Adcese@IPy, TIB later abo dl 6m1w1 01 Aesersuldility stout ,�dau y with 8335 Coot Hooks and Sminda. C.A hooks samided iKi theDom hall lee',cold Within ne of the
Figura 70372,1, each ren we specified in 308. 5hehes shall be 4C inch. (to15 Ptxn) mnimum aid 46 inches (12'ar
703.7,12 Niernaicrok Synrbcl 0 TTY. The intempEart, Symbol of TIT shcil comply with Figure 703.7.2.:. mm) mwumum adawe the finish lbor o gra �d
703.7 3 Volume Ccetd Te[innews, T ph Rea nh a mH e onkel shay lou idecalbd by a p4milmm
Of 0 bephone ho+advwt with radiating soured wares on o spume i'w:rd Riven as shown n Figure 703723.
Mmssuremznt Range
609.8 Structural Stren in Ail bis stesaea shO not be excelled for maedob bond when a verl;wl u
be,lutoai force of 25D poo tl ,1112 N) w applied sit any *,I the grab far,
faatsmr, mounting
deuce or supporting fracture,
610 Se'ets
�.
Nothem, between cc respondim,
data ad aennlI.I.
610.7 Gen hots n helflube ma Anse, compwtnren1,
Dat height
'y
shoji campy M 610.
-- 4
L ---
610.2 Bathtub Seats. The top of bathtub seats shall be 17
�W,
47A
Fes (430 ,, minimum dna 19 inches (485 mm)
proxismar abrar the nimumoa i$i'eh floor. The depin of p
Fig.. 703.7 2.1
International Sym6a1 of
Acme. nutty
}
•'
evil n -jab sea such be 15 nches (380 mm) mNmu
and 16 inches (405 mm) maximum The seat shelf be
capable of secure placement. Permanent seals a the head
is
and of the bathtub shall be 15 inches (380 mm) deep
min'. and shelf extend from the back wall to or beyond
Figure 610.2
Bathtub Seats
dhe Mer edge of the tnthlub.
Mininwm in Inches to Mox=.im in Incites -
Dot base dionabbi
0.058 (1.5 mm) to B.G83 (i.6 mm)
Distance between two
d t t s some call
^ 09D (2.3 mm) to D .X1 (2.5 mm) saeured center to conte
Nothem, between cc respondim,
data ad aennlI.I.
0.241 (61 min) to 0.300 (7.6 mm)meosurod center to tender,
Dat height
DOM (0.6 mm) to O.D37 (G.9 mm)
Distance between comas od n
0.395 to 0.400 (10.2 center to ttr@er
umbfinam one cell directly below
(10 mm) mm)measmed
703.7.2.4 fwicOve LtobOreq Systems A s's4we listening .systems shIli be ideMiFred by the loternatrond
S,vmbol of maws for Hearing Lass cx pyiq with
Fdgue 743.7.2.4,
I
I
� •B>D
i
(arsswi
i_
i
Fig.. 703.7 2.1
International Sym6a1 of
Acme. nutty
Fqu 703722
Inlemationot Symbol of
Try
Rig 703723 V I me
Gomm, Tekphom
Figure 703.724
Intematianal Symbol of
Access for Fbanng Loss
Figure (304,2J Pope Through Kitchens
804.2.2 U -Shop d i U h pd led ha uclased an t-... contiguous d , deodne bwMeen e8
wxf but,b tay..{er tops, applon"re, or nulls sign kitchen a areas chat": he 60 inches
(1525 mgr) -a.
J i
I
Ou
O
Q
i'
Erpp �'
b'>
Figure 804.2, U-Shoped Kitchens
804.3 Kitchen Work Surface to w r4 I d Ip g units required icomply with 80q, It least one 30
ocher (760 mm) wide mmtv
in'n en..an of counter shall prow in 0 Mehen wssk surface that Comptes
8042
8044.1 Cledr Floor or Gmond Space. A cles, fiber space complying with 305 po r d (or 0 forward
approach shall be prcvded The clear Noor or ground space shall be I -mired on the artisan work
insidee and shod preside knee ad too heeraom compyng with 306.
EXCEPTION: Cabinetry shod be permidmi under the Htrhen work surfso, provided that at of the foilowrng
corubt,ma are met:
m n wart sonic'
d without or v�u, W .ement $ the e . Wrta e
a the IiR t . Ce he r8 ova
(b) the tion fluor extends under the cetm eery; and
(I) the wale behind and be .... ding the cabnatry are finished.
Bm 12 i enghl The kitchen wor, surface eras be 34 inches (85.5 rare) maximum above the finish flow
w ground.
EXCEPTION: A counter that's adjuxsohk To provde a kilahvt work surfir,c at mrable honeys, 29 Inches
(735 mm) mntmom and 36 inch. f9l+ mm) Bads -m, shag be p acittad
5(14-13 Expaid Sisdams. There shod be ,g sharp or abroa t, sarfd.c unds,, Ode work wOnce
kers.
8044 Sfnhs, Strits Wali comph, with 606
8145 Maraq At ),am 50 mucat of On" sooue in storage fac titres shell campy with 811.
iW",W,B Appliances. Where pmuuJed kdchen appliances chct comply wiph 84.6.
M13NHARDT & ASSOMA7 5
ARCH!r P.LLC.
O
S",
s
04 x.�
W
&14 6.1 Clear Floor or Ground Space. A clear f1wr or groud space complying with 305 ehtbe
c-ded at In k .hem apphorm. Clanr Noor or ground serum shall be PermittAd to era SUp.
f
809.E.2Operable Farce. Alappliance on4Is ah I Cern
Py %
£h
309
ploar
1. Apwdnc do onil door Idichid daaces shot robe requird tocomply with 309.4.
v0
im0-•
i
BolWm-hinged opp'.'nee doors. when in the open pocitoq shall ore be asuchd to comply wrh
3,0,11.3. mit 4�
804.6.3 Dishwasher, Nor fiver or pro" space shah be posYond ad)onnt to the dishwasher door. The OF Tk*
dshemb. door in thepen Pastan, shelf na obstruct the Ileo, floor yr ground epacm fa the 08-01A6
d'sheashar or the wivk.
80464 4anb or Coalition, Where a forward approach's pms'dd thefloor Itreated pa .hall
iiia^ knee and tee tworime, compyng with 3116. Where knee u d ice space 's percent rid t -
underde of the ge or soared shall be 'nsukted or ntherwim -figured to prove-*' barns, wbmaians.
rn eiecirzal tn„k oe 1.0- r. trots at,.A not agOhv -thing .,.a bum-,
PROJECT NO.
&X.6.5 Oven. G-, shall camp, with Si
BFEE't TFFLE
4N4651 Side M pd Door Down Sde ::Red door ovens shill home the work undue requrd by
804.3 poeRiened dj.-r to thepis
1 , s,m a the wen dour. DRAWN BY, CHECKED BY,
604.t1.51 Bath ea-H'iNd Dorn Cvens. Bottom-hingd door wens shall have the weak eurfaw required it/ t v t
64.3 pasiricad djocent to me side of the door.
604.6.5.3 2Oaboie. Deans s,¢a'I hove coatale on frons pane[,
80488 R01puaor/Freezer, Combnatt, retrigeatim's and freezers Am hoe al lana! 50 percent If the
feaxs apace 54 inches (1370 mm) maxmum above the frrtsh Pwr w ground. pix clear ft., or
11,-4 spec ah,,x be predated far a pcmtlel approach tv the spun dachured to refrgn.1,1/treczer
with Ike eche h e a_ he clear floor nr ground space Af at 24 in,luo (610 moi) maximum fnm the
mobstine a4 the dmmtd spode.
MESE PLANS ARE NOT REVIEWED
FOR HANDICAPPED ACCESSIBILITY
IT IS THE RESPONSIBILITY OF THE DESIGN
PROFESSIONAL/ BUILDING OWNER
TO OBTAIN THE NECESSARY
APPROVALS
FROM THE PROPER STATE AND/OR
PROLOGIS
2601 N. Marwood, Suite 246E
Dallas, Texas 76201
Phone, 972-884-9292
Fax- 972-488-9848
DATE09-01-16 S EET•
1. ALLWORK SHALL COMPLY WITH PROLOGIS "PROJECT MANUAL OF STANDARD SPECIFICATIONS FOR TENANT IMPROVEMENT CONSTRUCTION',
DATED 201 O -UNLESS SPECIFICALLY NOTED OTH6RW15E ON DRAWINGS (DRAWING5 SHALL TAKE PRECEDENCE OVER STANDARD
SPEGIFICATION). ALL WORK SHALL COMPLY WITH APPLICABLE GORES, LAWS, AND REGULATIONS, INCLUDING BUT NOT LIMITED TO, BUILDING
CODES, AND THE 2012 TEXAS ACCESSIBILITY STANDARDS (TA5).
2. THE'GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION' AIA DOCUMENT A201. AS AMENDED BY PROLOGIS, ARE PART OF THIS
CONTRACT.
3. CONTRACTOR 15 RESPONSIBLE FOR OBTAINING ANY AND ALL REQUIRED BUILDING, CONSTRUCTION, AND INSPECTION PERMITS AND FEES
PRIOR TO THE START OF CONSTRUCTION.
4. CONTRACTOR SHALL VISIT THE 51TE AND FIELD VERIFY ALL EXISTING CONDITIONS AND SHALL NOTIFY THE ARCHITECT/OWNER OF ANY
DISCREPANCIES FOUND BETWEEN THESE CONSTRUCTION DRAWINGS AND THE EXISTING CONDITIONS PRIOR TO FINAL BID SUBMITTAL.
5. THIS SPACE HAS NOT BEEN DIMENSIONALLY FIELD VERIFIED AND REFERENCED DRAWING5 ARE FROM PREVIOUS SOURCES. THE ARCHITECT IS
NOT RESPONSIBLE FOR VERIFICATION OF ANY DRAWIN65 OR DIMENSIONS SUBMITTED BY OTHERS (IE: FURNITURE DEALERS, DISTRIBUTORS, ETC.)
6. ALL WORK SHALL BE LIMITED TO THAT SHOWN ON THE CONSTRUCTION DRAWIN65. NO ADDITIONAL WORK SHALL BE DONE WITHOUT THE
PRIOR WRITTEN APPROVAL FROM THE ARCHITECT/OWNER.
1. CONTRACTOR SHALL PROTECT AT ALL TIMES THE PROPERTY OF THE OWNER. THI5 INCLUDES BUT I5 NOT LIMITED TO WINDOW5, FLOORS,
CEILINGS, WALLS, RESTROOMS, CORRIDORS, DOORS, FRAMES, MECHANICAL, AND ELECTRICAL EQUIPMENT.
H. ALL DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE.
9. PARTITIONS MEETING EXTERIOR MULLIONS SHALL BE CENTERED ON MULLION. FA5TENER5 AND ATTACHMENTS SHALL BE FULLY CONGEALED
FROM VIEW. ALL CONNECTIONS SHALL BE SEALED ACOUSTICALLY. REF: TJ. SPECIFICATIONS.
10. ALL CONGEALED WOOD BLOCKING ANO/OR BRACING REQUIRED SHALL BE FIRE RETARDANT TREATED LUMBER,
1 1. ALL GYPSUM BOARD TO BE UL, APPROVED/FIRE RESISTIVE.
1 2, VERIFY EXISTING ELECTRICAL SERVICE CAPACITY AND NOTIFY OWNER OF AVAILABILITY ON BID. VERIFY THE LOCATION OF ALL HEN
ELECTRICAL EQUIPMENT/PANELS WITH OWNER/ARCHITECT PRIOR TO INSTALLATION.
15. PROVIDE EXIT LIGHTING AND BATTERY POWERED EMERGENCY LIGHTING AT REQUIRED EGRESS DOORS PER CODE.
14, CONTRACTOR TO RUN 3" CONDUIT WITH PULL -STRING FROM SERVICE ENTRANCE OF BUILDING TO TELEPHONE BOARD OF THIS SPACE. IF
SPACE 15 BEING REMODELED, VERIFY THAT CONDUIT EXIST. IF NOT, PROVIDE CONDUIT.
15, DROP FIRE SPRINKLER NKLER HEADS (SEMI -RECESSED U.N.O.) A5 REQUIRED TO ACCOMMODATE INTERIOR LAYOUT AT OFFICE. MODIFY EXISTING
HOSE STATION LOCATIONS WITHIN WAREHOUSE A5 REQUIRED TO ACCOMMODATE NEW TENANT RACK OR PRODUCT STORAGE LAYOUT. GG 15
RESPONSIBLE FOR CONTACTING PROPERTY MANAGER TO PLACE THE SYSTEM ON "TEST'AND TO CONTACT KOTTER FIRE TO SHUT DOWN FIRE
PUMP PRIOR TO SHUT DOWN OF POWER. GG MUST COORDINATE FIRE PUMP RESTART W/ KOTTER FIRE FOLLOWING WORK.
16, TENANT TO PROVIDE FIRE EXTINGUISHERS (201 b -ABG TYPE) AT RATIO OF 1 PER 5,000 SQUARE FEET,
02 DEMO PLA
SCALE: 1/16" = 1'-0"
NORTH
DEMO WALL BASE,
DOOR, AND FRAME
AS SHOWN.
SALVAGE DOORS
AND FRAME
FOR REUSE. STAG
�i2�
11. IF NOT PROVIDED IN SHELL BUILDING CONSTRUCTION, PROVIDE KNOX BOX AT ENTRANCE TO SPACE OR WHERE INDICATED ON DRAWING. ✓ q
FINISH TO MATCH STOREFRONT.DEMOLOIOM B Y
15. VERIFY SLAB MOISTURE CONTENT AND SLAB ALKALINITY CONTENT PER MANUFACTURERS RECOMMENDATIONS AT ANY AND ALL FLOOR
AREAS. PROVIDE TEST RESULTS FOR SLAB MOISTURE AND SLAB ALKALINITY IN PROJECT CLOSE-OUT MANUAL.
1 9. GG SHALL NOT GOMPROM15E ANY STRUCTURAL STEEL COLUMN OR FRAMING MEMBER BY PENETRATING THE FACE TO ATTACH ANY
SECONDARY PIECE OF EQUIPMENT. GG SHALL USE UNI -STRUT OR BRACKET FRAMING AS REQUIRED.
20. OWNER WILL SELECT NON-LINEAR CARPET PATTERN FOR ALL LARGE OPEN AREAS REQUIRING MORE THAN 2 STANDARD CARPET ROLLS TO
BE PLACED SIDE BY 51DE.
SCOPE OF WORK
1, TAPE, BED, TEXTURE, AND PAINT ALL NEW INTERIOR PARTITIONS (AT OFFICE), EXCEPT AT RE51ROOMS, WITH 2 GOATS EGGSHELL ENAMEL WALL PAINT.
TEXTURE TO BE ORANGE PEEL FINISH. RESTROOM WALLS TO BE PAINTED WITH ENAMEL UNDERCOAT AND SATIN ENAMEL FINISH GOAT. PROVIDE FRP TO
4'-O' A.F.F. ON ALL NET WALL5 AND SIDE WALLS BEHIND OR ADJACENT TO TOILETS, URINALS, AND MOP SINKS (AND WALL MOUNTED LAVATORIES) IN
RE5TROOM5 AND JANITOR'S OL05ETSS DO NOT INSTALL FRP BEHIND VANITY COUNTERS.
2. PROVIDE 4' RUBBER COVE BASE AT ALL PARTITIONS (AREAS RECEIVING NEW FLOORING) IN OFFICE AREA. PROVIDE 1'x6' PAINTED WOOD BASE AT
FINISHED DRYWALL PARTITIONS IN WAREHOUSE.
3. PROVIDE FLOOR FINISHES AS INDICATED ON PLAN. MATCH EXISTING FIN15H MATERIAL UNLE55 NOTED OTHERWISE.
4. ALL NEW TOILET FIXTURES TO BE FLUSH VALVE TYPE. (NOTIFY OWNER IF WATER 5ERVIGE WILL NOT SUPPORT FLUSH VALVE) WATER CLOSETS TO BE
FLOOR MOUNTED. PROVIDE AGGE5515LE FIXTURES AND ACCESSORIES AND INSTALL AT REQUIRED MOUNTING HEIGHTS AS REQUIRED FOR COMPLIANCE.
PROVIDE WOOD BLOCKING WITHIN PARTITION CAVITY AS REQUIRED FOR ACCESSORIES.
5. PROVIDE 2'.x4SUSPENDED ACOUSTICAL CEILING TILE (SECOND LOOK W/ 2'x2' APPEARANCE AT NEW INSTALLATIONS) W/ R-1 q BATT INSULATION
LOCATED ABOVE CEILING TILE CEILING TO BE AT 4'-O- A.F.F. UNLE55 NOTED OTHERWISE. PROVIDE DRYWALL TRANSITIONS A5 REQUIRED TO
ACCOMMODATE TOP OF ADJACENT STOREFRONT CONDITIONS. MATCH EXISTING TILE APPEARANCE AND HEIGHT (INCLUDING CEILING TRIM ACCESSORIES) AT
ALL TIE-IN AND OFFICE EXPANSION CONDITIONS.
6, G.G. SHALL PROVIDE DESIGN/BVILD SERVICES FOR HVAC SYSTEMS REDISTRIBUTE EXISTING SUPPLY AS REQUIRED.
ANY CONSTRUCTION, ALTERATION OF BUILDING UPGRADES THAT INCLUDE THE ADDITION OR REPLACEMENT OF HVAC UNITS WILL BE REQUIRED TO COMPLY
WITH THE FOLLOWING:
1. EXISTING WAREHOUSE GAS UNIT HEATERS SHALL REMAIN. REGROUP UNITS AS REQUIRED TO ACCOMMODATE NEW LEASE LIMITS.
5. PROVIDE WATER HEATER W/PAN A5 REOWRED TO SERVE FIXTURES. VERIFY LOCATION W/ OWNER/ARCHITECT PRIOR TO INSTALLATION.
9. VERIFY EXISTING ELECTRICAL SERVICE CAPACITY AND NOTIFY OWNER OF AVAILABILITY ON BID. VERIFY THE LOCATION OF ALL NEW ELECTRICAL
EQUIPMENT/PANELS WITH OWNER/ARCHITECT PRIOR TO INSTALLATION.
10. G.G. SHALL PROVIDE DE516N/5UILD SERVICES FOR LIGHTING SYSTEMS. PROVIDE 2'x4' LAY -IN FLUORESCENT L16HT FIXTURES (3-LAMP/PRISMATIC LENS
APPROXIMATELY 1 FIXTURE./15 S.F.) IN NEW OFFICE AREA AT NORMAL OFFICE LIGHT LEVELS (LIGHT FIXTURES AND 5WITCHIN6 TO BE ENERGY CODE
VIM%
TYPICAL NEW INTERIOR PARTITION
3 r METAL STUDS ® 24" O.G. TO BOTTOM OF
CEILING W/ d' GYP, BD. BOTH SIDES (U.N.OJ.
' ALL GYP, BD. TO BE UL GLA55/FIRE RESISTIVE.
PROVIDE MOISTURE RESISTANT DRYWALL W/ VAPOR
BARRIER ADJACENT TO ALL NET WALL CONIOTIONS
RELEASED FOR CONSTRUCTION
SHED'°:
RELEASE DOES NOT AtJTH- 7E ANY � ORK IN CONFLICT
WITH THE BUILDINGC�:: �ER ZONING OR WANCE.
H N BE KEPT O
THE JOS PT ALLTWE
DATE: BY,
DC?LDIN," x 1,NSPECTION DIVISION
RELEASE DOES NI1.)i AFPLY TO € ,ONS' RUCTION IN
EASEMENTS JR P! t'TJO Ri
W,
M R/RW R/R
TLO Ii I !
OFFICE
fry
OFFICE
_.�
OFFICE
1 -INSTALL
O�-
NEWRESTROOM
FIXTURES AND FRP
WALL PROTECTION
WAREHOUSE
INSALL NEW ADA
GO PLIANT °UNISEX RE5TROOM"
51G AGE PER A, OS
103 - A 1.05
ARCHITE,P.L.L.C. S
CTS
Li&
1 ❑
BREAK DRIVERS
� � OPEN OFFICE
o � rrz
i
KF I
OV
b 14
l
lj 13
PATCH AND PAINT WALLS
AND REPAIR CEILING A5
& REQUIRED BY DEMO,
OP N OFFICE
INSIITALL NEW VCT flu
FL RE CARPET AREA
WH RE CARPET
W DEMOD
OPEN OFFICE OFFICE
I _
5TORAG
-�- � OFFICE
L
VESTIBULE
(1011
OFFICE
ENTRY
07 1,50-
i Lia
1't t t4 C.0 r'lI
i
- I
-SIPM-P-to Ge
0
iZ
OF SE,
09-01-16
PROJECT NO. PROJ n
SHEET TrrLE,
DRAWN BY, CHECKED BY,
"THS % -"tom
2501 N. Harwood, Suite 2450
Dallas, Texas 75201
Phone. 972-884-9292
Fax- 972-488-9848
01
OFFICE, PLA
SCALE: 3/16" = 1'-0"
NORTH
LEASE DATA
LEASE AREA
WAREHOUSE
OFFICE
16,525 S.F.
S.F.
TOTAL LEASE AREA
4_4q0
2 1,01 5 S.F.
PARKING SPACES REQUIRED
OFFICE ® 5� 1:300
20 SPACES
WAREHOUSE ® 1:2,000
9 SPACES
T07AL PARKING SPACES REQUIRED
29 SPACES
PARKING EPACE5 PROVIDED
211 SPACES
2501 N. Harwood, Suite 2450
Dallas, Texas 75201
Phone. 972-884-9292
Fax- 972-488-9848
DOOR SCHEDULE
DOOrE
"'
MARK (FRAME OPENING) THICKNESS1TYPE
FRAME
DETAILS
SALVAGED SOLID
'ORE STAIN GRADE
AOODDOORSALVAGED,
SAL -A-E
,"
PRE -FINISHED
I
METAL FRAME
A
SALVAGED
DOOR TV®
ALL 1�,a-tr= RXC)--�
Vjf�t-LS�
CejL%v-1CX
V--)T41SViG!A
'TO Mt -t-1 C -LASS
F11-00 R 'To tMEF-1
C-LP�SS
'CL FLAME
SPIZEAD
I SmokE 't>E\1F-L0p"c-w1
FER ASITT-1 E-84+
HARDWARE 1 111 -
SET LABIE IREMARKS
CITY OF C-P,"ATIEVINE
RELEASED "'ONSTRUCTION"
SHEET: OR
RELEASE, DOES NO-FAU-'H1-',,- ANY WORK !NCONFLIC1
WITH THE BUILDING "':'ZONING
THIS PLANRE KEPT ON"
THE JCLE�" Al ALL11MES
DATE� q . 1 1,6 BY:
BUiLDINP, HNSPP - STION DIVISION
RELEASE DOES NC.YT "'(_"0NS-I RUCTION IN
EASEMENTS O`� PJR311C
ALL QHAN."'�E— S AUST BE APPROV
MEINHARDT&ASSOCIATEs
ARCHITECTS, P.L.L.C.
��t_.l�t._lLJ
PROJECT NO. PROJ
SWEET TITLE,
DRAWN BY, CHECKED BY,
N
2501 N. Harwood, Suite 2450
Dallas, Texas 75201
Phone. 972-884-9292
Fax. 972-488-9848
DATE,DATr SHEET, A5.01
NOTES BY SYMBOL "O"
1. CONNECT NEW SEVVER LINE TO EXISTING SEWER, VERIFY LOCATION AND FLOW.
2. CONNECT NEW WATER LINES TO EXISTING WATER LINES. VERIFY SIZE AND LOCATION.
3. CONNECT NEW 6' EXHAUST DUCT TO EXISTING EXHAUST DUCT, VERIFY SIZE AND LOCATION.
GENERAL PLUMBING NOTES:
1. ALL DIMENSION AND FIELD CONDITIONS SHALL BE CHECKED AND VERIFIED BY
CONTRACTOR AT SITE, ALL NEW PIPING, EQUIPMENT, LOCATIONS, SIZES, SCALES,
AND DIMENSION SHALL BE CHECKED AND VERIFIED AT SITE.
2. CONTRACTOR TO CHANGE LOCATION OF NEW PIPING, AS SHOWN, TO MEET FIELD
CONDITIONS.
3, CONTRACTOR SHALL NOT SCALE DRAWINGS.
4. ANY PENETRATIONS OF THE CLG. WALLS OR FLOORS SHALL BE RESTORED TO
THE ORIGINAL FIRE RATINGS, OPENING CUTS, AND CEILING SHALL BE PATCHED
SLEEVE, SEALED, AND ESCUTCHEON ED...
5. CONTRACTOR SHALL LAYOUT HIS WORK FROM ACTUAL FIELD MEASUREMENTS AND
ACTUAL DIMENSIONS OF EQUIPMEN7INSTALLED,RLL PIPING AND EOUIPMENT OF
ALL TRADER SHALL BE PROPERLY COORDINATED AND SEF TO MAINTAIN REQUIRE.
CLEARANCES. CONTRACTOR
IT
TSHALL BE.HELD RESPONSIBLE FOR ALL LOCATIONS
SU&IECT TORPPROVAL OF ARCH
6. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF ALL WALLS,
PARTITIONS, CEILING HEIGHTS, AND EQUIPMENT.
7. CONTRACTOR SHALL OBTAIN ALL DIMENSIONS AND STRUCTURAL AND
ARCHITECTURAL DATA FROM THE ARCHITECTURAL DRAWINGS AND NOT FROM THE
MECHANICAL DRAWINGS PRIOR TO BID SUBMITTED AND PERFORMING WORK TASK.
8. CONTRACTOR SHALL RUN LINES AS HIGH AS POSSIBLE.
9. CONTRACTOR TO CONTACT OWNER'S REPRESENTATIVE TO COORDINATE ALL CORE
DRILLING WITH BUILDING OPERATIONS.
10. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF FLOOR DRAINS
AND PLUMBING FIXTURES.
11. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS AND LOCATIONS OF
EXISTING UTILITIES PRIOR TO COMMENCEMENT OF WORK.
12, EXISTING WASTE, WATER, OR VENT LINES FOUND INADEQUATE IN OPERATION
SHALL BE THE CONTRACTORS RESPONSIBILITY TO HAVE THESE SERVICES
MADE USABLE.
13. PRIOR TO BID SUBMITTAL THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH
ARCHITECTURAL DRAWINGS, CONTRACTOR SHALL REFER TO ARCHITECTURAL
DRAWINGS TO VERIFY FLOOR PLAN SCALE OF MECHANICAL DRAWINGS PRIOR TO
ANY QUALITATIVE TAKE- OFF OF MATERIAL.
/FLOOR DRAIN DETAIL
\/ SCALE: N
EVE, amvm uvu
O¢vim cxuimn
. MNTD. EXHAUST FAN DETAIL
Nis
PLUMBING FIXTURE SCHEDULE
OFFICEL
1
YARUFADTURSN
_.
SCALE: 3/16" = V-0"
%OHi�t
PWOR YDUNTBO - TANI; (ADDU)
NORTH LEASE DATA
ADA
LEGEND
-p s %
'T -q
--------__
LEASEAREA
AYIUNCAN STANDARD
TYPICAL NEW INTERIOR PARTITION
WAREHOUSE
16,525 S.F.
3�'w�usnros ®mDL;..maDnaNOE
OFFICE
CEILING W/ �cm.w.eamsossrvNRa
TOTAL LEASEAREA
21015�S.FF
GY. EDBE
'ALLIDE
PARKING SPACES REQUIRED
MOI.TO
PROVIDE MOISTURE RESISTANT
E (STAN 1RERESISTIV
OFFICE Q 5+1:9W
2DSPACES
WALL CLW1VAPOR
BARRIER ADJACENT TOALL WET WALL CONIDTIONS
WAREHOUSE 12 Q10
9SPACES
TOTAL PARKING SPACES REQUIRED
29 SPACES
PARKING SPACES PROVIDED
29 SPACES
NOTES BY SYMBOL "O"
1. CONNECT NEW SEVVER LINE TO EXISTING SEWER, VERIFY LOCATION AND FLOW.
2. CONNECT NEW WATER LINES TO EXISTING WATER LINES. VERIFY SIZE AND LOCATION.
3. CONNECT NEW 6' EXHAUST DUCT TO EXISTING EXHAUST DUCT, VERIFY SIZE AND LOCATION.
GENERAL PLUMBING NOTES:
1. ALL DIMENSION AND FIELD CONDITIONS SHALL BE CHECKED AND VERIFIED BY
CONTRACTOR AT SITE, ALL NEW PIPING, EQUIPMENT, LOCATIONS, SIZES, SCALES,
AND DIMENSION SHALL BE CHECKED AND VERIFIED AT SITE.
2. CONTRACTOR TO CHANGE LOCATION OF NEW PIPING, AS SHOWN, TO MEET FIELD
CONDITIONS.
3, CONTRACTOR SHALL NOT SCALE DRAWINGS.
4. ANY PENETRATIONS OF THE CLG. WALLS OR FLOORS SHALL BE RESTORED TO
THE ORIGINAL FIRE RATINGS, OPENING CUTS, AND CEILING SHALL BE PATCHED
SLEEVE, SEALED, AND ESCUTCHEON ED...
5. CONTRACTOR SHALL LAYOUT HIS WORK FROM ACTUAL FIELD MEASUREMENTS AND
ACTUAL DIMENSIONS OF EQUIPMEN7INSTALLED,RLL PIPING AND EOUIPMENT OF
ALL TRADER SHALL BE PROPERLY COORDINATED AND SEF TO MAINTAIN REQUIRE.
CLEARANCES. CONTRACTOR
IT
TSHALL BE.HELD RESPONSIBLE FOR ALL LOCATIONS
SU&IECT TORPPROVAL OF ARCH
6. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF ALL WALLS,
PARTITIONS, CEILING HEIGHTS, AND EQUIPMENT.
7. CONTRACTOR SHALL OBTAIN ALL DIMENSIONS AND STRUCTURAL AND
ARCHITECTURAL DATA FROM THE ARCHITECTURAL DRAWINGS AND NOT FROM THE
MECHANICAL DRAWINGS PRIOR TO BID SUBMITTED AND PERFORMING WORK TASK.
8. CONTRACTOR SHALL RUN LINES AS HIGH AS POSSIBLE.
9. CONTRACTOR TO CONTACT OWNER'S REPRESENTATIVE TO COORDINATE ALL CORE
DRILLING WITH BUILDING OPERATIONS.
10. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF FLOOR DRAINS
AND PLUMBING FIXTURES.
11. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS AND LOCATIONS OF
EXISTING UTILITIES PRIOR TO COMMENCEMENT OF WORK.
12, EXISTING WASTE, WATER, OR VENT LINES FOUND INADEQUATE IN OPERATION
SHALL BE THE CONTRACTORS RESPONSIBILITY TO HAVE THESE SERVICES
MADE USABLE.
13. PRIOR TO BID SUBMITTAL THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH
ARCHITECTURAL DRAWINGS, CONTRACTOR SHALL REFER TO ARCHITECTURAL
DRAWINGS TO VERIFY FLOOR PLAN SCALE OF MECHANICAL DRAWINGS PRIOR TO
ANY QUALITATIVE TAKE- OFF OF MATERIAL.
/FLOOR DRAIN DETAIL
\/ SCALE: N
EVE, amvm uvu
O¢vim cxuimn
. MNTD. EXHAUST FAN DETAIL
Nis
PLUMBING FIXTURE SCHEDULE
PATURS
YARUFADTURSN
_.
WC -1
%OHi�t
PWOR YDUNTBO - TANI; (ADDU)
Phone- 972-884-9292
ADA
YODPL NO.: K -9858 -RA
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RELEASE DOES Nf
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PROJECT NO. PROD F
SHEET TITLE
DRAWN BY- CHECKED BY,
l
TOM C CLARK
2501 N. Harwood, Suite 2450
SHEET:
_.
RE EASE DOES NOT At
Itillr i(t F= ;Il+L
— _
Phone- 972-884-9292
TX
HI P3
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SHEET TITLE
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TOM C CLARK
2501 N. Harwood, Suite 2450
ENGINEER
Dallas, Texas 75201
REGISTRATION N0. 43525
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Phone- 972-884-9292
CLARK ENGINEERING ASSOCIATES
Fax- 972-488-9848
CONSULTING ENGIMERS
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