This Addendum is generally separated into sections for convenience; however, all contractors, subcontractors, material suppliers and other involved parties shall be responsible for reading the entire Addendum. Failure to list an item(s) in all affected sections of this Addendum does not relieve any party affected from performing per instructions, provided the information is set forth one time anywhere in the Addendum.
This document shall become attached to and part of the construction documents for the aforementioned project.
CLARIFICATIONS AND MODIFICATIONS TO THE PROJECT DOCUMENTS:
ITEM 01A
ITEM 02A
ADD : Refer to new Specification Section 31 31 16 – Termite Control
CHANGE: Refer to modified Specification Section 00 73 43 – Wage Rates that now includes approved wage rate table.
ITEM 03A CHANGE: Add the following manufacturer of stair nosings per approved substitution request to
Specification Section 05 50 00 – Metal Fabrications: Babcock-Davis 1-888-412-3726 www.babcockdavis.com
ITEM 04A CHANGE: Add the following manufacturer of metal lockers per approved substitution request to
Specification Section 10 51 13 – Metal Lockers: Penco Products, Inc. 1-800-562-1000 www.pencoproducts.com
ITEM 05A DELETE: Delete Specification Section 11 68 00 – Playground Equipment and Structures as this is currently N.I.C. (Provided and installed by Owner)
ITEM 06A DELETE: Delete Specification Section 32 18 16.16 – Poured-in-Place Rubber Playground Surfacing as this is currently N.I.C. (Provided and installed by Owner)
ITEM 01M Refer to Specification Section 23 21 13.23.A
1. Uponor to be added for allowable manufacture.
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THORNTON ELEMENTARY SCHOOL
TEMPLE ISD
Stantec Project# 214000408
Addendum No. 01 – 13 July 2016

ITEM 02M Refer to Specification Section 23 31 13.3.10.2
1. The pressure class for this ductwork is 4”. Refer to SMACNA construction standards. Also rectangular duct is allowed per design.
ITEM 01E Refer to Specification Section 275123:
1. Rauland shall be an approved equal to the PA system.
ITEM 02E Refer to Specification Section 270610:
1. All data drops shall have (2) jacks per drop, unless otherwise noted.
ITEM 03E Refer to Specification Section 283111:
1. Silent Knight 5820XL fire alarm system shall be an approved equal to the Fire Alarm system.
ITEM 01S SHEET S001 – Addendum 01_S001
CHANGE: Aggregate size to 3/4” maximum under “CONCRETE” line 1.C.c
CHANGE: Aggregate size to 3/4” maximum under “CONCRETE” line 1.D.c
ADD: Note 10 under “REINFORCED MASONRY” to read, “CONTRACTOR SHALL NOT ‘WET
SET’ VERTICAL REINFORCEMENT STEEL IN LOAD-BEARING MASONRY WALLS.
CONTRACTOR SHALL PROVIDE MECHANICAL SPLICE OR REINFORCEMENT
POSITIONERS WHERE REINFORCEMENT IS DISCONTINUOUS.”
ADD: Note 11 under “REINFORCED MASONRY” to read, “PROVIDE HORIZONTAL BOND
BEAM WITH TWO (2) #5 BARS CONTINUOUS AT 8’-0” MAXIMUM VERTICAL SPACING.”
ITEM 02S
ITEM 03S
SHEET S112 – Addendum 01_S112
ADD: Grade beam tags to several beams. Interior beams are grade beam type GB2 and perimeter beams are grade beam type GB3 unless noted otherwise.
SHEET S134 – Addendum 01_S134
CHANGE: Note to read, “3 INCH TYPE NA ACOUSTICAL STEEL ROOF DECK”
CHANGE: Joist spacing at high roof as shown
CHANGE: Joist size at high roof as shown
ADD: Note to read, “FOLDING PARTITION LOAD = 200 PLF”
See
ITEM 04S SHEET S522 – Addendum 01_S522
CHANGE: Size of angle to L6x6x5/16 in detail G1/S522. See SK2-S522_ADD01
CHANGE: Size of angle to L6x6x5/16 in detail E1/S522. See SK3-S522_ADD01
ITEM 01C
ITEM 02C
ITEM 03C
ITEM 04C
ITEM 05C
Sheet C-03 – Turned on existing topographic contours.
Sheet C-04 – Updated line work for changes to sidewalk limits.
Sheet C-08 – Upsized water service line to 4” and added a backflow preventer.
Sheet C-10 – Updated reference to water service line at crossing to 4”.
Sheet C-11 – Updated line work for changes to sidewalk limits. Modified/added elevations accordingly. Add finished floor elevations to building.
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THORNTON ELEMENTARY SCHOOL
TEMPLE ISD
Stantec Project# 214000408
Addendum No. 01 – 13 July 2016

ITEM 06C Sheet C-12 – Updated line work for sidewalk limits. Modified/added elevations accordingly. Add finished floor elevations to building.
ITEM 07C Sheet C-13 – Updated drainage to add drainage basin in western courtyard/playground area.
Added 6”x3” Tee with connection to proposed trough at cistern in eastern courtyard. Specified drainage basins to have 10” grates per manufacturer’s specifications.
ITEM 08C
ITEM 09C
Sheet C-14 – Updated linework to include changes noted in ITEM 04C.
Sheet C-15 – Updated hatching to reflect revised concrete limits. Changed curb ramp to Type 2 on north side of school building.
ITEM 10C Sheet C-16 – Updated linework for changes to sidewalk limits.
ITEM 01L SHEETS L01-L15 – Addendum 01
CHANGE : all sheets reprinted for clarity due to PDF conversion error and illegible text
ITEM 02L SHEET L14 – Addendum 01
CHANGE : Detail 4 & 5/L14 – Details revised to match specs to call out metal t-post stakes for trees instead of lodge polls
ITEM 03L SHEET L15- Addendum 01
CHANGE : Detail 3/L15 – Detail removed per RFI #1. Playscape and fallzone material to be provided by owner and no longer in contract
CHANGE : Detail 1/L15 – Detail revised to add lockable valve opening and faucet. Additional notation and dimensions provided for clarity.
ITEM 01I SHEETS I01-I06 – Addendum 01
CHANGE : all sheets reprinted for clarity due to PDF conversion error and illegible text.
ITEM 01A SHEET AS01
CHANGE : Note for the playground trellis to “PLAY EQUIPMENT TO BE COORDINATED WITH
OWNER (NOT IN CONTRACT). PLAYGROUND SURFACE TO BE PROVIDED BY OWNER
(NOT IN CONTRACT). TRELLIS HEIGHT TO BE MINIMUM OF 20’-0” TO BOTTOM OF
STRUCTURE, TO BE COORDINATED WITH PLAYGROUND EQUIPMENT SELECTED BY
OWNER.”
ITEM 02A SHEET AS02
CHANGE : Detail A1/AS02 - Dimension of Sign A to be 4’-6” x 1’-6”, Dimension of Sign B,C,D,E,
ITEM 03A to be 4’-6” x 1’-0”. See SK-AS02. .
DELETE : Detail F1/AS02 to be deleted
SHEET A501
CHANGE : the height of overhead coiling grill C136B to 10’ - 8”. See SK-A501
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THORNTON ELEMENTARY SCHOOL
TEMPLE ISD
Stantec Project# 214000408
Addendum No. 01 – 13 July 2016

ITEM 04A
ITEM 05A
ITEM 06A
ITEM 07A
SHEET A513
ADD : the note of “NO CEILING HERE FOR WALL MOUNTED CCD D112” to detail A7/A513.
See SK-A513
SHEET A722
CHANGE: All EQ2 floor pattern hatch to be changed to VT7.
SHEET A801
CHANGE : Detail A4/A801 - Overall dimensions to 1’-2” x 1’-2”. See SK-A801.
SHEET A802
CHANGE: Note 19 with “PROVIDE MANUAL ROLLER SHADES @ INTERIOR WINDOWS AT
COMPUTER LAB, MUSIC, ART, AND SCIENCE ROOMS, TYP., REF FRAME ELEVATIONS
(U.O.N.).” On A802, replace note 20 with: “PROVIDE MANUAL ROLLER SHADES @ ALL
EXTERIOR CLASSROOM AND OFFICE WINDOWS, REF FRAME ELEVATIONS (U.O.N.).” 2.
CHANGE: Room finish schedule for Corridor C136, replace east wall finish “P1/PL” to read “P1.”
ITEM 08A SHEET A812
CHANGE: Elevation titles for B8, D8, E5, and E8 should replace “Media C130” to read “Media
D229.”
ITEM 01M
ITEM 02M
Refer to sheet M214:
1. Relocate thermostat in cafeteria to opposite wall. See sketch M214a for new location.
Refer to sheet M222:
1. A new keynote was added to pump P-6. The keynote says “Coordinate pump location with architect”.
ITEM 03M Refer to sheet M310:
1. Two diffusers were added in the corridor C114. Also some air flows were balanced out.
Refer to sketch M310a for clouded changes.
ITEM 04M Refer to sheet M500:
1. Section 3/M500 and 4/M500 were coordinated with lights and ceilings. Please sketches
M500a and M500b for changes.
ITEM 05M Refer to sheet M501:
1. Remove note about allowance #9 associate with the well field.
ITEM 06M Refer to sheet M111 thru M122:
1. A general note was added to the drawings that says, “REFER TO ELECTRICAL SHEETS
FOR DUCT SMOKE DETECTOR LOCATIONS. REQUIRED ON ALL UNITS 2000 CFM OR
GREATER.”
ITEM 07M Refer to sheet M700:
1. In “GEOTHERMAL WATER SOURCE HEAT PUMP SCHEDULE” HHP-025 has pump package P-2 instead of P-1.
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THORNTON ELEMENTARY SCHOOL
TEMPLE ISD
Stantec Project# 214000408
Addendum No. 01 – 13 July 2016

ITEM 01P Refer to sheet P001
1. The model number of the P-2 fixture on the Plumbing Fixture Schedule shall be revised to
SS-3N-IR-STD-NSD-TMA. This model number includes a thermostatic mixing valve.
2. Reference the Floor Drain Schedule. The Sure Seal inline trap sealers on floor drains FD-1 and FD-3 shall be revised to Pro-Set Trap Guard inline trap sealers. Coordinate exact model numbers with floor drains purchased.
3. The P-7 Shower specification on the Plumbing Fixture Schedule shall be revised to the following:
ITEM 02P
Aquarius model G 6233 BF molded reinforced fiberglass shower enclosure. Outside dimensions shall be 62"x33"x783/4". Unit shall meet ANSI A117.1, ADA, TAS and other required standards for accessibility. The unit shall be formed with a recessed trench system to direct water to the center drain. The shower enclosure shall be installed in strict accordance with manufacturer's requirements. If shower is not installed securely, or if the shower has movement while standing on floor, the entire shower enclosure shall be removed and reinstalled properly at contractor's cost. Provide with the following accessories: grab bars, 1" stainless steel curtain rod, 10 oz. shower curtain with metal hooks, 2" cast brass drain with chrome strainer, and recessed light fixture. Furnish and install Symmons model C-96-300-B30-V-X-CHKS-2.0-VP pressure balancing mixing valve with 2.0 gpm hand held shower head with arm and flange, flexible metal hose, 30" slide bar, integral stops and checks, and vandal proof screws. All exposed parts shall be chrome plated metal.
Refer to sheet P113
1. Reference attached sketch P113A for revised Cistern Detail.
ITEM 03P Refer to sheet P211
1. The sink in Workroom A109 shall be a P-4C. There will be no sink in 1 st A108.
ITEM 04P Refer to sheet P212
1. The washing machine in Storage B125 will be installed in the future. The washer box shall be installed, but the drain line shall remain capped and the water valves shall remain closed.
2. Reference attached sketch P212A for revised water line routing and valve locations serving
Toilet B117, Toilet B116 and Janitor B114.
ITEM 05P
ITEM 06P
Refer to sheet P213
1. Reference attached sketch P213A for revised water line routing and valve locations serving
Toilet C105 and toilet rooms adjacent to Corridor C107.
2. Reference attached sketch P213B for revised water line routing and valve locations serving
Girls C135 and adjacent water coolers.
Refer to sheet P214
1. All exposed water piping routed in Gym D113 shall be insulated and painted to match adjacent surfaces. Coordinate exact paint color with architect.
2. Reference attached sketch P214A for revised water line routing and valve locations serving
Toilet D115 and Toilet D116.
3. Reference attached sketch P214B for revised water line routing and valve locations serving
Janitor D103A.
ITEM 07P Refer to sheet P222
1. The dishwasher in Teacher Workroom B223 shall be deleted.
ITEM 08P Refer to sheet P311
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THORNTON ELEMENTARY SCHOOL
TEMPLE ISD
Stantec Project# 214000408
Addendum No. 01 – 13 July 2016

1. Plumbing Contractor shall furnish and install a 3” Wilkins model 375 backflow preventer with air gap and strainer, or equal, immediately downstream of the main shut-off valve at the water service entrance. Hose bibb shall be installed downstream of the backflow preventer.
Pressure gauges shall be installed upstream and downstream of the backflow preventer.
Extend the backflow preventer discharge line through the exterior wall and spill to grade.
2. Tag note 2 shall be revised to the following:
2. Local gas company shall furnish and install new natural gas meter station, including all required meters, piping, valves, regulators, bypasses, etc., to serve the building and new emergency generator. Coordinate this work with the local gas company. Plumbing contractor shall furnish and install all required piping, valves, regulators, etc. Downstream of the meter station.
ITEM 01E Refer to sheet E001:
1. Refer to lighting system occupancy sensor item/symbol. Changed symbol text to “OS” in lieu of the “OC” noted.
2. Add “WIRELESS ACCESS POINT” description and symbol to the system MISC. column.
Show drawing symbol as triangle with “WAP” above the it.
3. Add “WALL MOUNTED MICRO-PHONE OUTLET” description and symbol to the system
LOCAL SOUND AMPLIFICATION column. Show drawing symbol as triangle with “M” in it.
ITEM 02E Refer to sheet E111 and E121:
1. Clarification to fixture type A3E located in all classrooms and type HE in A113 shall be switched as shown. The hatch system should be shown as horizontal lines in lieu of the crossed hatch noted on plans.
2. Clarification to fixture type EPE located in rooms A111, A112, and A211 shall be switched as shown. The hatch system should be shown as horizontal line in lieu of the crossed hatch noted on plans.
3. Route exterior lighting circuit through lighting control contactor cabinet for control VIA BAS.
Provide contractors as required.
ITEM 03E Refer to sheet E112 and E122:
1. Clarification to fixture type A3E located in all classrooms shall be switched as shown. The hatch system should be shown as horizontal lines in lieu of the crossed hatch noted on plans.
2. Route exterior lighting circuit through lighting control contactor cabinet for control VIA BAS.
3. Clarification to fixture type A2FE shall be switched as shown. The hatch system should be shown as horizontal line in lieu of the crossed hatch noted on plans.
4. Fixture located in JAN B114 should be tagged as “A2F”.
5. Change linear lighting fixture to recessed 2x4 fixtures in rooms B128, B130, and B131, refer to attached sketch (E112A) for new location.
6. Changed location of fixture type W2, refer to attached sketch (E122A) for new location.
ITEM 04E Refer to sheet E113:
1. Clarification to fixture types A3E, A2FE, and HE located in rooms C118, C119, C103, C135,
C134, C122 should be controlled/switched and as shown. The hatch system should be shown as horizontal lines in lieu of the crossed hatch noted on plans.
2. Route exterior lighting circuit through lighting control contactor cabinet for control VIA BAS.
3. Fixture types H1 in CORRIDOR C136 are mounted in display cases. Coordinate location and mounted with the architectural drawings and elevations.
4. Added fixture type and switching, refer to attached sketch (E113A).
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THORNTON ELEMENTARY SCHOOL
TEMPLE ISD
Stantec Project# 214000408
Addendum No. 01 – 13 July 2016

ITEM 05E Refer to sheet E114:
1. Clarification to fixture types AGE, A2E, HE, and A2FE located in rooms D116, D115, D124,
D123, D108, D106, and D105 should be controlled/switched and as shown. The hatch system should be shown as horizontal lines in lieu of the crossed hatch noted on plans.
2. Delete wall switch located in the DRY STOR D110, lights are controlled by occupancy sensor.
3. Delete (1) wall switch located in KITCHEN D106.
ITEM 06E Refer to sheet E211:
1. Change symbol with triangle “SV” located in the classrooms to “S” for paging speaker.
2. Change symbol with boxed “V” and filled triangle to the “S” which indicates strobe only fire alarm device.
3. Delete floating double duplex receptacle in 1 ST A104.
ITEM 07E Refer to sheet E212:
1. Change “SV” symbol located in the classrooms to “S” for paging speaker.
ITEM 08E Refer to sheet E213:
1. Change symbol with boxed “V” and filled triangle to the “S” which indicates strobe only fire alarm device.
ITEM 09E Refer to sheet E214:
1. Change symbol with boxed “V” and filled triangle to the “S” which indicates strobe only fire alarm device.
ITEM 10E Refer to sheet E221:
1. Change “SV” symbol located in the classrooms to “S” for paging speaker.
2. Change symbol with boxed “V” and filled triangle to the “S” which indicates strobe only fire alarm device.
ITEM 11E
ITEM 12E
Refer to sheet E222:
1. Change “SV” symbol located in the classrooms to “S” for paging speaker.
2. Change symbol with boxed “V” and filled triangle to the “S” which indicates strobe only fire alarm device.
Refer to sheet E402:
1. Shaded keyed notes on floor plan refer to the ELECTRICAL LEGEND for descriptions.
ITEM 13E Refer to sheet E501:
1. Fixture type PP1, LZF should be listed under manufacture.
2. Fixture type D3FE add 1500 to the design lumens column.
3. Fixture type EPE add 800 to the design lumens column.
4. Fixture type H and H1 add 4100 to the design lumens column.
5. Fixture type OL1 and OL2 add 30,000 to the design lumens column.
6. Fixture type OL3, PP1, and SP1 add N/A to the design lumens column.
7. Fixture type RL1, RL2, EL2E, RL4, RL4E, RL6, RL8, and RL8E add 3936 to the design lumens column.
8. Fixture type S1 add 800 to the design lumens column.
9. Fixture type SP1-SP5 – must be exterior and wet rated.
10. Changed/added the following fixture Types: a. Type W2 - TIMES SQUARE LIGHTING – AXT13-83-40-X-277-60-ND, OR
APPROVED EQUAL. COLOR SELECTED BY ARCHITECT. PROVIDE
RECESSED “LC” TRACK AND ALL REQUIRED MOUNTING HARDWARE WITH
TRACK LENGTHS AS INDICATED ON PLANS. PROVIDE (5) AXT13 ON EACH
“LC” TRACK.
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THORNTON ELEMENTARY SCHOOL
TEMPLE ISD
Stantec Project# 214000408
Addendum No. 01 – 13 July 2016

ITEM 14E
ITEM 15E b. Type S2 - HALO-H457TATE010-ELG406-9-40-WH-TL412RK, OR APPROVED
EQUAL. 4" RECESSED LED ADJUSTABLE GIMBALS DOWNLIGHT. LED 4000K
11. The following manufactures and catalog numbers are considered equals: a. Type A1 – Corelite – BRG-QS-4-L40-LD2-UNV-22-TI-STD b. Type A1E – Corelite – BRG-QS-4-L40-LD2-UNV-22-TI-STD-EL14W c. Type A3 – CORELITE BRG-WS-3-L40-LD2-UNV-24-TI-STD-SV d. Type A3E – CORELITE BRG-WS-3-L40-LD2-UNV-24-TI-STDSV-EL14W e. Type AG – METALUX 24GR-LD4-48-F1-UNV-L840-CD-1-G1U f. Type AGE- METALUX 24GR-LD4-48-F1-UNV-EL7W-L840-CD1-G1-U g. Type BB6 – BIRCHWOOD LIGHTING KEL-LED-325-40-6-MW-FW-VOLT-EBD10-
CSS h. Type BB8 – BIRCHWOOD LIGHTING KEL-LED-325-40-8-MW-FW-VOLT-EBD10-
CSS i. Type BB8E – BIRCHWOOD LIGHTING KEL-LED-325-40-8-MW-FW-VOLT-EBD10-
CSS-EM j. Type BB10 – BB10 BIRCHWOOD LTG. KEL-LED-325-40-CR10-MW-FW-VOLTEB-
D10-CSS k. Type D3 – HALO E4RTATSB TRIM l. Type D3F – HALO E4RTATSB TRIM m. Type D3E – HALO E4RTATSB TRIM EM n. Type LL4 – BIRCHWOOD LTG. KEL-LED-325-40-4-MW-FBLSS-VOLTEB-D10-CSS o. Type LL8 – BIRCHWOOD LTG. KEL-LED-325-40-8-MW-FBLSS-VOLTEB-D10-CSS p. Type LL8E – BIRCHWOOD LTG. KEL-LED-325-40-8-MW-FBLSS-VOLTEB-D10-
CSS-EM q. Type RL1 – NEORAY S124-DR-1-40-ETG-0047-1-U-DD-1-W r. Type RL2 – NEORAY S124-DR-1-40-ETG-0047-1-U-DD-1-W s. Type RL2E – NEORAY S124-DR-1-40-ETG-0047-1-U-DD-B-1W t. Type RL4 – NEORAY S124-DR-2-40-ETG-0047-1-U-DD-1-W u. Type RL4E – NEORAY S124-DR-2-40-ETG-0047-1-U-DD-B-1W v. Type RL6 – NEORAY S125-DR-1-40-ETT-0071-1-U-DD-1FINISH w. Type RL8 – NEORAY S125-DR-1-40-ETT-0095-1-U-DD-1FINISH x. Type RL8E – NEORAY S125-DR-1-40-ETT-0095-1-U-DD-B-1FINISH y. Type RL12 – NEORAY S125-DR-1-40-ETT-0143-1-U-DD-1FINISH z. Type SP1 – LEGACY LIGHTING INC.* BYIBA TILE WITH DIMMING CONTROLS aa. Type SP2 – LEGACY LIGHTING INC.* BYIBA TILE WITH DIMMING CONTROLS bb. Type SP3 – LEGACY LIGHTING INC.* BYIBA TILE WITH DIMMING CONTROLS cc. Type SP4 – LEGACY LIGHTING INC.* BYIBA TILE WITH DIMMING CONTROLS dd. Type SP5 – LEGACY LIGHTING INC.* BYIBA TILE WITH DIMMING CONTROLS ee. Type X1 – Surelites EUS60-FACE-R ff. Type Y1 – series SFM, not approved. Fixture must be LED.
Refer to sheet E600:
1. Keyed note “5” should read division 26, in lieu of division 16.
2. Provide panel LDB1 with a 600 amp main circuit breaker in lieu of main lugs.
3. Refer to attached arc fault current rating listing for panel fault current rating.
4. Wind turbines and PV panels shall be in the base bid.
Refer to sheet E601:
1. Remove all references to Infant abduction system from details 3 and 6.
2. Detail number 7 Ground Connection Detail is a typical ground detail, not all ground bars are utilized. Ground conductors need to be based on NEC 250.66.
Refer to sheet E602:
1. Detail Dimming Panel “DM” should be labeled as detail number 4.
ITEM 16E
THORNTON ELEMENTARY SCHOOL
TEMPLE ISD
Stantec Project# 214000408
Addendum No. 01 – 13 July 2016
8

ITEM 17E Refer to sheet E604:
1. Everything associated with PV and Wind Turbine are considered to be an alternate bid. All associated item equipment, feeders, breakers, etc. should be listed as an alternate.
2. Change all references to NEC 2008 to NEC 2014.
ITEM 18E Refer to sheet E701:
1. Provide 15 AMP, 3 pole circuit breaker for sub-meter in panels HMB1, HDD1, and HKP.
2. Detail Dimming Panel “DM” should be labeled as detail number 4.
ITEM 19E Refer to sheet E702:
1. Change panel amperes for panels LMB1 and LMB2 to 100 amperes in lieu of 225 amperes.
2. Panel LDD1, change circuit breaker feeding panel LKP to 400A/3P in lieu of 225A/3P.
3. Panel LDD1, change circuit breaker feeding panel LMD1 to 150/3P in lieu of 200A/3P.
ITEM 20E Refer to sheet E704:
1. Delete schedule for the panel DM. Refer to sheet E602 for DM schedule.
ITEM 21E Refer to sheet UE100:
1. There will not be a fire protection vault. The fire alarm connections and conduits to this vault shall be removed.
2. Only (1) wind turbine will be provided, not (2) as shown.
ITEM 01F Sheet QF101, Food Facilities Arrangement Plan:
1. Revised configuration of the serving counter. See attached sheet QF101r1.1 and QF101r1.2 for clarification.
NUMBER OF ATTACHMENTS: Total Specifications: 2 (6 pages); Total Sheets: 62
Specification Section 00 73 43 (2 pages), Specification Section 31 31 16 (4 pages),
Drawings: SK1-S134, SK2-S522, SK3-S522, C-03, C-04, C-08, C-10, C-11, C-12, C-13, C-14, C-15, C-16, L01,
L02, L03, L04, L05, L06, L07, L08, L09, L10, L11, L12, L13, L14, L15, I01, I02, I03, I04, I05, I06, SK-AS02, SK-
A501, SK-A513, SK-A801, M214A, M310A, M500A, M500B, P113A, P212A, P213A, P213B, P214A, P214B,
E112A, E113A, E122A, QF101r1.1, QF101r1.2
END OF ADDENDUM NUMBER 01
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THORNTON ELEMENTARY SCHOOL
TEMPLE ISD
Stantec Project# 214000408
Addendum No. 01 – 13 July 2016

Thornton Elementary School
Temple Independent School District
Stantec Project No. 214000408
July 13, 2016
Issued For: Addendum #1
SECTION 007343 - WAGE RATES
PART 1 - GENERAL
Requirements:
Pay not less than the minimum wage scale and benefits indicated on the "Minimum Wage Schedule" provided herein.
Wages listed are minimum rates only.
No claims for additional compensation shall be considered by the Owner because of payments of wage rates in excess of the applicable rate contained in this contract.
Applicable Statutes - Vernon's Civil Statutes, Section 2 of Article 5159a which states as follows: "The Contractor shall forfeit as a penalty to the State, County, City and County, City, Town, District or other political subdivision on whose behalf the
Contract is made or awarded, ten dollars ($10.00) for each laborer, workman or mechanic, for each working day, or portion thereof, such laborer, workman or mechanic is paid less than the said stipulated rates for any work done under said Contract, by him, or by any subcontractor under him, and the public body awarding the Contract shall cause to be inserted in the
Contract a stipulation to this effect."
Payroll - In compliance with Article 515a, Sections 2 and 3, and Article 5159d, Section II of the Revised Civil Statute referenced above, the Owner reserves the following rights:
To receive weekly payroll records.
To have the Contractor provide required earning statements to employees.
Minimum Wage Rates - Pay prevailing basic wage listed, plus any applicable fringe benefits.
PREVAILING WAGE SCALE NOTICE
This determination of prevailing wages shall not be construed to prohibit the payment of more than the rates named.
Under no condition shall any laborer, workman or mechanic employed on this job be paid less than the minimum wage scale.
In execution of this contract, the contractor shall comply with all applicable state and federal laws, including but not limited to laws concerned with labor, equal employment opportunity, safety, and minimum wage.
Basic Rates:
Classification Basic Wage Rates
Carpenter $16.00
Carpenter
Concrete Finisher / mason
Concrete Form Setter / Framer
Concrete
Electrician Apprentice / Helper
Equipment Operator – Forklift
Equipment
HVAC Duct Installer
$12.00
$11.00
$9.00
$12.00
$15.00
$13.50
$15.96
Insulator – Mechanical
Ironworker – Structural
Ironworker – Reinforcing
Laborer – Unskilled
$13.00
$19.00
$14.00
$9.00
– $10.50
Mason Laborer / Tender
Painter
$12.00
$14.50
Plumber / Pipefitter $15.19
WAGE RATES 00 73 43 - 1

Thornton Elementary School
Temple Independent School District
Issued For: Addendum #1
Sheet Metal Worker $10.00
Stantec Project No. 214000408
July 13, 2016
Apprentice Pay-All Trades and Crafts - The minimum rate for apprentices shall be in accordance with the scale determined by an approved apprenticeship program or $1.00 per hour less than journeymen's rates, whichever is lower. An approved apprenticeship program is one approved by the U.S. Department of Labor, Bureau of Apprenticeship Training, and only apprentices enrolled in an approved program may be paid apprenticeship rates.
Base Per Diem Rate - Hours Worked/Day Times Base Hourly Rate
Multipliers for Overtime Rates:
Over 40 hours per week: Base hourly rate times 1.5
Holidays: Base hourly rate times 1.5
END OF SECTION 007343
WAGE RATES 00 73 43 - 2

Thornton Elementary School
Temple Independent School District
Issued For: Addendum #1
Stantec Project No. 214000408
July 13, 2016
SECTION 313116 (TX) - TERMITE CONTROL
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and
Division 1 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section includes the following for termite control:
1. Soil treatment.
1.3 DEFINITIONS
A. EPA: Environmental Protection Agency.
B. IPM: Integrated Pest Management. It is the policy of the Owner to use Integrated Pest Management (IPM) as the strategy for control of termites in and around Owner’s facilities.
C. PCO: Pest control operator.
1.4 SUBMITTALS
A. Product Data:
1. Treatments and application instructions, including EPA-Registered Label.
2. Material Safety Data Sheets (MSDS).
3. Classification of Termiticide: Indicate as green listed, yellow listed, or red listed product as recognized by the Texas Structural Pest Control Board.
4. Proposed termiticides must be approved by the Owner’s IPM coordinator prior to the start of any preparation or application.
B. Product Certificates: Signed by manufacturers of termite control products certifying that treatments furnished comply with requirements.
C. Qualification Data: For firms and persons specified in "Quality Assurance" Article to demonstrate their capabilities and experience. Include lists of completed projects with project names and addresses, names and addresses of architects and owners, and other information specified.
D. Soil Treatment Application Report: After application of termiticide is completed, submit report for Owner's record information, including the following as applicable:
1. Date and time of application.
2. Moisture content of soil before application.
3. Brand name and manufacturer of termiticide.
4. Quantity of undiluted termiticide used.
5. Dilutions, methods, volumes, and rates of application used.
6. Areas of application.
7. Water source for application.
E. Warranties: Special warranties specified in this Section.
TERMITE CONTROL 313116 - 1

Thornton Elementary School
Temple Independent School District
Issued For: Addendum #1
Stantec Project No. 214000408
July 13, 2016
F. A Contractor signed copy of “PROPER PRE-CONSTRUCTION SUBTERRANEAN TERMITE TREATMENTS, A
Guide for Builders and Consumers”.
1.5 QUALITY ASSURANCE
A. Applicator Qualifications: A PCO who is licensed according to regulations of authorities having jurisdiction to apply termite control treatment in jurisdiction where Project is located and who is experienced and has completed termite control treatment similar to that indicated for this Project and whose work has a record of successful in-service performance.
B. Regulatory Requirements: Formulate and apply termiticides, and label with a Federal registration number, to comply with EPA regulations and authorities having jurisdiction.
C. Conform with all applicable codes and ordinances including the Federal Insecticide, Fungicide, and Rodenticide
Act (7 United Sates Code 136 et seq.); Owner policies and procedures; Environmental Protection Agency regulations in 40 Code of Federal Regulations; Occupational Safety and Health Administration regulations; and state and local regulations.
D. Conform with approved termiticide list criteria established by the Texas Structural Pest Control Board.
1.6 PROJECT CONDITIONS
A. Environmental Limitations: To ensure penetration, do not treat soil that is water saturated or frozen. Do not treat soil while precipitation is occurring. Comply with EPA-Registered Label requirements and requirements of authorities having jurisdiction.
1.7 COORDINATION
A. Coordinate soil treatment application with excavating, filling, and grading and concreting operations. Treat soil under footings, grade beams, and ground-supported slabs, before construction.
1.8 WARRANTY
A. General Warranty: Special warranty specified in this Article shall not deprive Owner of other rights Owner may have under other provisions of the Contract Documents and shall be in addition to, and run concurrent with, other warranties made by Contractor under requirements of the Contract Documents.
B. Special Warranty: Written warranty, signed by applicator and Contractor certifying that termite control work, consisting of applied soil termiticide treatment, will prevent infestation of subterranean termites. If subterranean termite activity or damage is discovered during warranty period, re-treat soil and repair or replace damage caused by termite infestation.
C. Warranty Period: Five years from date of Substantial Completion.
PART 2 – PRODUCTS
2.1 GENERAL
A. Highest priority shall be given to use of products on the Green and Yellow Lists, in order of preference, according to the criteria established in the most recent Texas Structural Pest Control Board definitions of these products.
1. Green List. All products must be from the following: inorganic termiticides (i.e., boric acid, disodium octoborate tetrahydrate, silica gels, diatomaceous earth); insect growth regulators; insect baits in tamper-resistant containers or for crack and crevice placement only; microbe-based insecticides; botanical insecticides (not including synthetic pyrethroids) containing not more than 5% synergists; biological (living) control agents.
2. Yellow List. All EPA Category III and IV termiticides (i.e., products carrying a CAUTION signal word) not included in the Green List, with the exception of restricted-use or state limited-use termiticides as
TERMITE CONTROL 313116 - 2

Thornton Elementary School
Temple Independent School District
Issued For: Addendum #1
Stantec Project No. 214000408
July 13, 2016 defined under the Federal Insecticide, Fungicide, and Rodenticide Act and/or the Texas Agricultural
Code.
3. Red List. All Category I and II termiticides (i.e., products carrying a WARNING or DANGER signal word), not included in the Green List, or restricted-use termiticides, or state limited-use termiticides as defined under the Federal Insecticide, Fungicide, and Rodenticide Act and/or the Texas Agricultural
Code.
2.2 SOIL TREATMENT
A. Termiticide: Provide an EPA-registered termiticide complying with requirements of authorities having jurisdiction, in a soluble or emulsible, concentrated formulation that dilutes with water or foaming agent, and formulated to prevent termite infestation. Use only soil treatment solutions that are not harmful to plants.
Provide quantity required for application at the label volume and rate for the maximum termiticide concentration allowed for each specific use, according to the product's EPA-Registered Label.
B. Manufacturers: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, those by one of the following:
1. AgrEvo Environmental Health, Inc.; a Company of Hoechst and Schering, Berlin. 302-892-3000
2. Bayer Corp.; Garden & Professional Care. 1-800-842-8020 www.bayerprocentral.com
3. DowElanco. www.dowagro.com
4. FMC Corp.; Pest Control Specialties. 1-312-861-6000 www.ag.fmc.com/intro.asp
5. Zeneca Professional Products. 843-881-3319 www.zeneca.com
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates, areas, and conditions, with Applicator present, for compliance with requirements for moisture content of the soil, interfaces with earthwork, slab and foundation work, landscaping, and other conditions affecting performance of termite control. Proceed with application only after unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. General: Comply with the most stringent requirements of authorities having jurisdiction and with manufacturer's written instructions for preparing substrate. Remove all extraneous sources of wood cellulose and other edible materials such as wood debris, tree stumps and roots, stakes, formwork, and construction waste wood from soil and around foundations.
B. Soil Treatment Preparation: Remove foreign matter and impermeable soil materials that could decrease treatment effectiveness on areas to be treated. Loosen, rake, and level soil to be treated, except previously compacted areas under slabs and footings. Termiticides may be applied before placing compacted fill under slabs if recommended by termiticide manufacturer.
C. Fit filling hose connected to water source at the site with a backflow preventer, complying with requirements of authorities having jurisdiction.
3.3 APPLICATION, GENERAL
A. General: Comply with the most stringent requirements of authorities having jurisdiction and with manufacturer's
EPA-Registered Label for products.
B. DO NOT APPLY YELLOW OR RED LIST PRODUCTS WITHOUT THE SPECIFIC PRIOR APPROVAL OF
THE OWNER’S INTEGRATED PEST MANAGEMENT (IPM) COORDINATOR.
C. Notify the TSPCB and the Owner’s IPM Coordinator no less than four (4) hours prior to the start of any termiticide application. Comply with all TSPCB notification requirements. Payment will not be made for applications where the aforementioned notification requirements have not been fulfilled.
TERMITE CONTROL 313116 - 3

Thornton Elementary School
Temple Independent School District
Issued For: Addendum #1
Stantec Project No. 214000408
July 13, 2016
D. Applications shall be completed no less than seven days prior to initial occupancy of the structure, or as otherwise indicated on the termiticide label, whichever is longer.
3.4 APPLYING SOIL TREATMENT
A. Application: Mix soil treatment termiticide solution to a uniform consistency. Provide quantity required for application at the label volume and rate for the maximum specified concentration of termiticide, according to manufacturer's EPA-Registered Label, to the following so that a continuous horizontal and vertical termiticidal barrier or treated zone is established around and under building construction. Distribute the treatment evenly.
1. Slabs-on-Grade and Basement Slabs: Under ground-supported slab construction, including footings, building slabs, and attached slabs as an overall treatment. Treat soil materials before concrete footings and slabs are placed.
2. Foundations: Adjacent soil including soil along entire inside perimeter of foundation walls, along both sides of interior partition walls, around plumbing pipes and electric conduit penetrating slab, and around interior column footers, piers, and chimney bases; and along entire outside perimeter, from grade to bottom of footing. Avoid soil washout around footings.
3. Crawlspaces: Soil under and adjacent to foundations as previously indicated. Treat adjacent areas including around entrance platform, porches, and equipment bases. Apply overall treatment only where attached concrete platform and porches are on fill or ground.
4. Masonry: Treat voids.
5. Penetrations: At expansion joints, control joints, and areas where slabs will be penetrated.
B. Avoid disturbance of treated soil after application. Keep off treated areas until completely dry.
C. Protect termiticide solution, dispersed in treated soils and fills, from being diluted until ground-supported slabs are installed. Use waterproof barrier according to EPA-Registered Label instructions and manufacturer’s recommendations and requirements..
D. Post warning signs in areas of application.
E. Reapply soil treatment solution to areas disturbed by subsequent excavation, grading, landscaping, or other construction activities following application.
END OF SECTION 313116
TERMITE CONTROL 313116 - 4

REFER TO PLAN
STEEL ROOF DECK
SEE PLAN
BOD EL
SEE PLAN
L6x6x5/16
BETWEEN JOISTS
A
D
D
01
1
STEEL JOIST
SEE PLAN
3/8" PLATE
C8x11.5 CONT
3/16
3/4" = 1'-0"
BOS EL
SEE ARCH'L
L3x3x1/4 @ 4'-0"OC
ALTERNATE SIDES
L3x3x1/4 @ 4'-0" OC
07−13−16
TEMPLE INDEPENDENT SCHOOL DISTRICT
TEMPLE, TX
REFERENCE SHEET TITLE
STEEL DETAILS
REFERENCE SHEET #
PROJECT #:
214000408
SCALE:
3/4" = 1'-0"
SKETCH #:
SK2-S522_ADD01
ISSUE:
ADD 01
DATE:
7/13/2016

A
D
D
01
1
L4x4x1/4" BETWEEN JOIST
W/ PL 5/16”X4”X0'-4” @
EACH KICKER
L6x6x5/16 BETWEEN
JOISTS
STEEL ROOF DECK
SEE PLAN
BOD EL
SEE PLAN
STEEL JOIST
SEE PLAN
L3x3x1/4 @ 4'-0"OC
ALTERNATE SIDES
L3X3X1/4 @ 4'-0" OC
3/8" PLATE
C8x11.5 x CONT
(SEE ARCH'L FOR ELEVATION)
3/4" = 1'-0"
3/16
NOTE:
DOUBLE TRACK MAY BE
REQUIRED AT END STORAGE
POCKET. VERIFY W/ ARCH'L.
07−13−16
TEMPLE INDEPENDENT SCHOOL DISTRICT
TEMPLE, TX
REFERENCE SHEET TITLE
STEEL DETAILS
REFERENCE SHEET #
PROJECT #:
214000408
SCALE:
3/4" = 1'-0"
SKETCH #:
SK3-S522_ADD01
ISSUE:
ADD 01
DATE:
7/13/2016

B130A
B131A
B131B
B132A
B135
B141
3' - 0"
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8' - 0"
3' - 0"
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F
F
F
NL
NL
FGIR
WD
WD
WD
ALUM
WD
WD
DOOR
NUMBER
DOOR
WIDTH HEIGHT
DOOR
TYPE
DO
DOO
MATER
C129
C130A
C130B
C131
C132
C133
C136A
C136B
C121
C122
C123
C124
C125
C126
C127
C128A
C128B
C109B
C110
C111
C112
C113
C115
C116
C117
C118
C119
C101
C101B
C103A
C103B
C104
C105
C106
C108
C109A
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D
FGIR
FGIR
NL
F
NL
FGIR
OCG
F
F
NL
NL
NL
NL
NL
OCG
SG
F
F
NL
F
NL
NL
NL
NL
NL
NL
F
F
F
NL
NL
FGIR
FGIR
HL
NL
WD
ALUM
ALUM
WD
WD
WD
ALUM
STL
WD
WD
WD
WD
WD
WD
WD
STL
ALUM
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
ALUM
ALUM
WD
WD
WD
WD
WD
WD
WD
TEMPLE INDEPENDENT SCHOOL DISTRICT
TEMPLE, TX
REFERENCE SHEET TITLE
DOOR SCHEDULE & NOTES
DOOR
NUMBER
DOOR
WIDTH HEIGHT
1
PROJECT #:
214000408
SCALE:
As indicated
SKETCH #: DOOR
ISSUE:
TYPE
DO
DATE:
07.13.16
DOO
MATER

" = 1'-0"
CMU LINTEL BLOCK (SEE
SCHED) - REF STRUCT
DWGS FOR OPENINGS
LARGER THAN 8'-0"
OVERHEAD COILING
DOOR W/ HOOD
ANCHORED TO WALL
IAW MFR
COORDINATE MOTOR
LOCATION FOR MOTORIZED
OCD W/ MANUF
1
NO CEILING HERE FOR
WALL MOUNTED CCD
D112
8
A7
1 1/2" = 1'-0"
APC CEILING WHERE
SHOWN IN A600S W/
SLOTTED OPENING AND
CLOSURE BY CLNG MFR
9 10
TEMPLE INDEPENDENT SCHOOL DISTRICT
TEMPLE, TX
REFERENCE SHEET TITLE
HEAD, JAMB AND SILL DETAILS
REFERENCE SHEET #
PROJECT #:
214000408
SCALE:
1 1/2" = 1'-0"
SKETCH #:
SK-A513
ISSUE:
ADDENDUM #1
DATE:
07.13.16

T
GYM
D113
T
1610 Woodstead Court, Suite 105
The Woodlands, Texas 77380
281-419-9899 www.cmtaegrs.com
TITLE:
FIRST FLOOR PLAN AREA "D" - HYDRONICS
DRAWN BY: TLA CHECKED BY: MRS
DATE: 07/13/16 SCALE: AS NOTED
REF. #: M214 CMTA PROJECT #: HTES16
SKETCH #:
M214a

S-1
100 CFM
S-3
205 CFM
S-3
205 CFM
S-3
205 CFM
REF.
NIC
S-3
210 CFM
S-1
90 CFM
1610 Woodstead Court, Suite 105
The Woodlands, Texas 77380
281-419-9899 www.cmtaegrs.com
TITLE:
FIRST FLOOR - ENLARGED ADMIN AREA PLAN
DRAWN BY: TLA CHECKED BY: MRS
DATE: 07/13/16 SCALE: AS NOTED
REF. #: M310 CMTA PROJECT #: HTES16
SKETCH #:
M310a

20"x28" TA
8" GS
8" GR
14"x20" OA
20"x28" TA
1610 Woodstead Court, Suite 105
The Woodlands, Texas 77380
281-419-9899 www.cmtaegrs.com
TITLE:
HVAC STAGE E/W SECTION
DRAWN BY: Author CHECKED BY: MRS
DATE: 07/13/16 SCALE: AS NOTED
REF. #: M500 CMTA PROJECT #: HTES16
SKETCH #:
M500a

14"ø RA
14"x14" RA
14"ø RA
14"x20" RA
16"x16" SA
18"x12" OA
20"x14" RA
14"x20" RA
1610 Woodstead Court, Suite 105
The Woodlands, Texas 77380
281-419-9899 www.cmtaegrs.com
TITLE:
MEDIA CENTER HVAC SECTION
DRAWN BY: TLA CHECKED BY: MRS
DATE: 07/13/16 SCALE: AS NOTED
REF. #: M500 CMTA PROJECT #: HTES16
SKETCH #:
M500b

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TITLE:
THORNTON ELEMENTARY SCHOOL
UNDERSLAB FLOOR PLAN AREA "C"
-
PLUMBING
DRAWN BY: JPW CHECKED BY: JPW
DATE: 07/13/16
REF. #: P113
SCALE: NOT TO SCALE
CMTA PROJECT #: HTES16
SKETCH #:

1" 11/ 1" 1
4 o
1 " p_2
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2'
P-1 P-1A ED-1 P-1A
FLOOR PLAN AREA "B"
-
PLUMBING
1/8"
=
1'-0"
TITLE:
THORNTON ELEMENTARY SCHOOL
FLOOR PLAN AREA "B"
-
PLUMBING
DRAWN BY: JPW CHECKED BY: JPW
DATE:
07/13/16
SCALE:
1/8"•1'-0"
REF.#: P212 CMTAPROJECT#: HTES16
SKETCH #:

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E-4R
EE1
E-2a
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E-2a
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FLOOR PLAN AREA "C"
-
PLUMBING
1/8"
=
1'-0"
TITLE:
THORNTON ELEMENTARY SCHOOL
FLOOR PLAN AREA "C"
-
PLUMBING
DRAWN BY: JPW CHECKED BY: JPW
DATE:
07/13/16
SCALE:
1/8"•1'-0"
REF.#: P213 CMTAPROJECT#: HTES16
SKETCH #:

I
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I o o ao
'A
FLOOR PLAN AREA "C"
-
PLUMBING
1/8"
=
1'-0"
TITLE:
THORNTON ELEMENTARY SCHOOL
FLOOR PLAN AREA "C"
-
PLUMBING
DRAWN BY: JPW CHECKED BY: JPW
DATE:
07/13/16
SCALE:
1/8"•1'-0"
REF.#: P213 CMTAPROJECT#: HTES16
SKETCH #:

-
P-1A
@ o o
E-ä
P-1A
@
ED-1
FLOOR PLAN AREA "D"
-
PLUMBING
1/8"
=
1'-0"
I
TITLE:
THORNTON ELEMENTARY SCHOOL
FLOOR PLAN AREA "D"
-
PLUMBING
DRAWN BY: JPW CHECKED BY: JPW
DATE:
07/13/16
SCALE:
1/8"•1'-0"
REF.#: P214 CMTAPROJECT#: HTES16
SKETCH #:

P-2
11
I l
+t* EXPOSED WATER PIPING IN GYM SHALL
BE INSULATED AND PAINTED.
(TYPICAL)
COORDINATE PAINT COLOR NTH ARCHITECT.
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FLOOR PLAN AREA "D"
-
PLUMBING
1/8"
=
1'-0"
TITLE:
THORNTON ELEMENTARY SCHOOL
FLOOR PLAN AREA "D"
-
PLUMBING
DRAWN BY: JPW CHECKED BY: JPW
DATE:
07/13/16
SCALE:
1/8"•1'-0"
REF.#: P214 CMTAPROJECT#: HTES16
SKETCH #:

D3 a b
D3
OS
A3(a)
A3(b)
A3(a)
ART
B131
A3(a)
A3(b) A3(b)
A3(a)
ART
B130
A3(b)
OS
A3(a)
H
OS
STOR
B130A
H
A3(b)
H
STOR
B128A
H
OS
A3(a)
OS
H
STOR
B129
H
A3(b)
MECH
B141
OS
D D b a
A3(a) A3(a)
MUSIC
B128
A3(a)
A3(b) A3(b)
A3(b)
A3(b)
L2
H
A3(b)
A3(b)
H
1610 Woodstead Court, Suite 105
The Woodlands, Texas 77380
281-419-9899 www.cmtaegrs.com
TITLE:
FIRST FLOOR PLAN AREA "B" - SKETCH
DRAWN BY: RAR CHECKED BY: ZPS
DATE: 07/13/16 SCALE: AS NOTED
REF. #: E112 CMTA PROJECT #: HTES16
SKETCH #:
E112A

A2
OS
HLC1
-
5
A3E A3
A3E
X1 a b
RL12
RECEPTION
C101
OS
PP1(a)
OS
RL6
RL8
PP1(a)
PP1(a)
RL1
RL1
RL1
S2(b)
S2(b)
OS
S2(b)
S2(b)
HLC1
-
6
D3(c)
LL4(d)
D3(c)
D3(c)
X1
RL2
D2
D3(c)
D3(c)
1610 Woodstead Court, Suite 105
The Woodlands, Texas 77380
281-419-9899 www.cmtaegrs.com
TITLE:
FIRST FLOOR PLAN AREA "C" - SKETCH
DRAWN BY: RAR CHECKED BY: ZPS
DATE: 07/13/16 SCALE: AS NOTED
REF. #: E113 CMTA PROJECT #: HTES16
SKETCH #:
E113A

L3
HC
OS
OS
DN
BB8
BB8
BB10
W2
BB10
HC
L3
BB10
OS
BB8E
CORRIDOR
B213
BB8E
BB10
W2 W2
BB6
OS
BB8
BB8
HLB2 3
BB8
BB8
PROVIDE WITH (5) AIMABLE
HEADS ON EACH TRACK. (TYP.)
OS OS
CORRIDOR
B214
BB8
HLB2
-
8
OS OS
OS A3
A2
1610 Woodstead Court, Suite 105
The Woodlands, Texas 77380
281-419-9899 www.cmtaegrs.com
TITLE:
SECOND FLOOR PLAN AREA "B" - SKETCH
DRAWN BY: RAR CHECKED BY: ZPS
DATE: 07/13/16 SCALE: AS NOTED
REF. #: E122 CMTA PROJECT #: HTES16
SKETCH #:
E122A

3431 Lakeview Pkwy., Ste. 205 Rowlett, TX 75088 ph: 214.227.2481 fax: 214.227.2482 www.jmkda.net

3431 Lakeview Pkwy., Ste. 205 Rowlett, TX 75088 ph: 214.227.2481 fax: 214.227.2482 www.jmkda.net