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Item 4J - EOC CCOs Completed to Date=��If SOUTHLAKE PUBLIC WORKS Vill CITY OF SOUTHLAKE PUBLIC WORKS DEPARTMENT CONTRACT CHANGE ORDER NO. 1 PROJECT NO.: 2022-81 CITY OF SOUTHLAKE Project No. 2022-81 DESCRIPTION: Southlake Emergency Operations Center Relocation Project TO: Gliden Industries You are hereby instructed to comply with the following changes from the Contract Plans and Specifications: SUMMARY OF CHANGES Description Change in Change in (Detailed Explanation Attached) Contract Price' Contract Time (Days) 1. Revised Scope of Work for Overhead $5,592.79 0 Plumbing Relocation and Vent Pipe Routing per Proposed Change Order #001 (attached) in response to RFI-08 and RFI-16 (attached). Net Change in Contract Price and Work Days $5,592.79 0 'Deduction or decrease in Contract Price is denoted in parentheses. The following change is hereby made a part of the Contract Documents and shall be performed under the same terms and conditions as required by the original Contract Documents. Except as modified herein, the original Contract Documents and all prior amendments shall remain in full force and effect and all of the terms of the Contract Documents are hereby incorporated in this Change Order. SUMMARY OF ALL CHANGE ORDERS ORIGINAL CONTRACT AMOUNT..............................$654,000.00 CCO01...........................................................................$5,592.79 TOTAL........................................................................ $659, 592.79 SUMMARY OF CONTRACT CONSECUTIVE CALENDAR DAYS FIRST DAY OF WORK: ................................................ 01/02/2024 CONTRACT CONSECUTIVE CALENDAR DAYS: .................... 118 TIME EXTENSION: CCO 1......................................................... 0 NEW TOTAL WORKING DAYS: ............................................... 118 LAST DAY OF WORK: .................................................. 04/29/2024 ,�1�liCITY OF SOUTHLAKE SOUTHLAKE Project No. 2022-81 PUBLIC WORKS CHANGE ORDER DETAIL Change Order No. Project No.: 2022-81 Description: Southlake Emergency Operations Center Relocation Project The changes or interpretations described and noted herein are hereby authorized. The signed original of this order is on file in the Department of Public Works. Shown as separate paragraphs: (A) Reason for Change; (B) Description of Change; (C) Change in Contract Costs; and (D) Change in Completion Date. Item No. 1: Revised Scope of Work for Overhead Plumbing Relocation per Proposed Change Order #001 (attached) A. Reason for Change: During structural steel layout, the contractor discovered an exsiting waste line and water line in conflict with the new structural steel framing. Contractor requested direction from the architect to either relocate the steel beem or exisiting plumbing lines. Architect directs contractor to revise plumbing lines at locations of conflict with the new structural steel bea, per RFI-008. Contractor discovered the exisitng vent pipe marked on the plans was actually a sprinkler pipe. There is no vent pipe running through the EOC shell space. Contractor requested direction from the architect to reroute the new sink vent pipe. Architect directs contractor to connect a new sink vent to the nearest and accessible exisiting vent, per RFI-016. B. Description of Change: See Proposed Change Order #001 (attached) C. Change in Contract Cost: Add $5,592.79 D. Change in Completion Date: Add 0 Calendar Days SIGNATURE PAGE TO FOLLOW: =��If SOUTHLAKE PUBLIC WORKS Vill CITY OF SOUTHLAKE Project No. 2022-81 The original Contract Price was ($654,000.00). Contract Change Order No. 1 increased the Contract Price by $5,592.79. The new Contract Price will be $659,592.79, resulting in an increase of approximately 0.86% to the original Contract. The original Contract Time of 118 consecutive calendar days was extended by 0 calendar days per Change Order No. 1. The last contract Working Day is now April 29, 2024. Ordered: Date: 02/14/2024 Project Manager Acceptance by the Contractor: This Change Order is in full compromise and settlement of all adjustments to Contract Time and Contract Price, and compensation for any and all delay, extended or additional field and home office overhead, disruption, acceleration, inefficiencies, lost labor or equipment productivity, differing site conditions, construction interferences and other extraordinary or consequential damages (hereinafter called "Impacts"), including any ripple or cumulative effect of these Impacts on the overall Work under the Contract arising directly or indirectly from the performance of Work described in this Change Order. By execution of this Change Order, the Contractor agrees that this Change Order constitutes a complete accord and satisfaction with respect to all claims for schedule extension, Impacts, or any costs of any nature, character or kind arising out of or incidental to this Change Order. Name: Date: 2/21 /24 Title: ct Manaaer \Gi y �"USTRIF' Proposed Change Order #1 780 N. Walters Rd. STE 110 Allen, TX 75013 Phone: (469)795-9900 lContractor: Gliden Industries lowner: City of Southlake lAddress: 1400 Main Street lProject # 1193 1 ICity, State Zip: Southlake, Texas 76092 Date: 1/19/2024 1 IP6rl 817-748-8216 APO#: I Project: Southlake EOC CO Name: RFI-08 Overhead Plumbing Relocation THE PROPOSED CHANGE ORDER INCLUDES THE FOLLOWING: Description of Work All work in response to RFI-08 and RFI-016. Raise existing sewer line at FD and water line for new beam. Connecting new vent to nearest existing vent location. Drain and Water line Labor (breakout attached) Materials (breakout attached) CHIP Overhead/Ins/Bnd Superintendent P&P Bond CI GL Ins EL Ins Contractors Fee Total of Work Specified Exclusions: NOT VALID UNTIL SIGNED BY CONTRACTOR AND OWNER Accepted By: 1 /19/24 CaNerine A Wilson o n Redres! ive, Gllden Industries Date Representative, 9TSK�Date me 5% 2,040.00 2,636.00 467.60 120.00 46.29 25.72 257.18 5,592.79 1 Representative, City of Southlake Date fiT PLUMBING SERVICES Change Order #1 Southlake ECIC 600 State St Southlake Tx 76092 1/12/2024 Gliden Construction Zack Johnson zack@glidenindustries.com Scope of work to be Completed Run approx. 120' of additional 2" vent as tie in per plan is an existing sprinkler line NO CONCRTE WORK OR DIRT HAUL OFF, FILTERS, RPZ, GAS WORK, CONDENSATE LINES, TAXES Project Costs $5,143.00 Invoice to be Paid net 30 days Acceptance of Proposal By signing below, you approve the description of services and project costs detailed in this proposal. Exclusions: Taxes, engineered drawings, condensate lines and floor patching. All cost due to theft, vandalism and carelessness of other trades to be at other's expense. All work to be performed during regular business hours unless stated otherwise. Any alteration or deviation from plans will be handle by change order. Any obstructions such as bedrock, debris, tree roots, concrete etc. in underground work. Saw cutting and pour back scope unless noted up to 6" thick concrete with over cuts. All scanning/ X-ray by others. GT Plumbing Services LLC will warranty work and materials for a period of one year after completion date. Proposals are guaranteed for 30 days. Name: Signature: Date: Gregory M. Haynes M-42373 709B West Rusk Ste 112 Texas State Board of Plumbing Examiners Rockwall, Tx 75087 East 415t Street — Austin, TX Greg: 972-890-3123 (800) 845-6584 — (512) 458-2145 Trenton: 972-922-5267 Southlake EOC Vent CO Labor Hours Cost Totals Plumber 8 $ 105.00 $ 840.00 Apprentice 16 $ 75.00 $ 1,200.00 Materials 120' of 2" Cast iron 120 $ 15.30 $ 1,836.00 No hub coupling, 1/4 bend, san tee 1 $ 468.00 $ 468.00 All -thread and clevis hangers 1 $ 332.00 $ 332.00 Sub Total $ 4,676.00 OH/P $ 467.60 Total $ 5,143.60 Request for Information RFI #: 008 Submission Date: 1/2/2024 Due Date: Project # 1193 Project: Southlake EOC Relocation RFI Title: RFI-008 - Exsiting Plumbing Lines RFI Description During structural steel layout, it was discovered that an exciting waste line and water line are in conflict with the new structural steel framing. The existing lines run through where drawing S111 shows the new W12x26 steel beam is to be installed - green line in photo attached shows the location of new steel beam. Drawing P1.01 shows the existing 4" waste line and 3/4" water line but does not call for them to be moved. Please confirm the new W12x26 steel beam (clouded in the attachment) is to be installed in this location per the contract documents. If yes, please advise on existing plumbing lines. Attachments: Picture, Sketch Sheet#: S111, P1.01 Submitted By: Zack Johnson Specification #: Date: 1/2/2024 RFI Response Provide pricing to revise plumbing lines at the location where conflicting with the new beam. Discuss this and any other options at the next OAC meeting. Identify any ramifications to adjacent spaces or building functions and quantify the time such ramifications will be in effect. Attachments: Response By: Date: Catherine A Wilson 1 /5/24 %'%Wo40N ilk r! AdML talk jai GW- do • IMPUNOW — - '%-% MIR 4ow -MMMOOM I L-m ra _ _. k m 4 4L r oar �� ► i IPt •• A J- I I I I I I 23'-5 1 /2" 1 -3 1 /2" N_ N_ N_ U) U W WI W R � I EXIST. W21x40 I I N a0 N M OT 0 co N 0 (V co M IT 60 ti oy N \ \ +8,_0,. +8,_0,. 10K I 1 EXIS,,_ . W,',I1x50 u 6 S501 ±8'-0° ff-0' XI XI XI XI XI UI UI UI LI LnI WI WI WI W WI EXIST. W21x50 � EXIST. W24x68 m ±C-0" ±8'-0" ±8'-0" ±9'-8" ±9'-8" +9,_8„ EXIST. W18x35 I I I I II I � I I I I I I I I I _____ 1=_________- =_-- I F= E:___ III I II I III I I I I li I II I IIII I III I I I I I I I IIII I I I I II II IIII III I I - - - NEB - 3l x44 I I 1� I I I I� I III I III I I � i1 IIII 11 I I � I I I I I I II I III I I III I I I II III I IIII �ICq I I I IED1 o III I III I M I I I I I IIII I III I I I IIII IIII I � I �I I �I I � I I III I 4 _x _x _x _x _x _x _x _x III N N N X N N N N N N N N III X X X w X X X X X X X X IIII wl wl wl z w w w w w w n� w w III 11 I I I I I I I I I IIII I Illj I III I I I � IIII IIII III IcoI I I I — — — — — — — ----J - - - - - - I New beam in conflict I iS501 II I with existing I I I I plumbing lines. I I I I I I I I I iII I I I II II II I I I I I I II II IiII _IE�LV_/i.2x26 W12x26 NEW W12x26 NETW12x26 NEWW12x26jib I I 4 1 31 S501 S501 / I iII I I I II I I I o I I I I I II NEW �12x26 \ rn 1, N i 2 I I I I I II iII I I I S501 n iF-�I I I _ _ I N� �- I--------� ❑ �L--------------J 11 ❑ II —--------------------------------- ��_—�� — I M III I �I— — — — — — — — — — -— — — — — — — — — — — �--� _--� _--� �- � 5 Elso — — — — — — — — — — — — — J— J ---- —-------- ------ —� I 23'-5 1 /2" 19'-4 1 /2" 20'-1 1 /2" 29'-0" / 25 27 29(0)(2) ALL EXISTING CONDITIONS AND DIMENSIONS SHOWN HEREIN SHALL BE FIELD VERIFIED BY G.C. PRIOR COMMENCEMENT OF ANY WORK. ARCH/ENG SHALL BE NOTIFIED OF ANY DISCREPANCIES THAT MAY AFFECT THESE DRAWINGS. PARTITION WALL HANGING WEIGHT = 11.5 LBS/SQ. FT. KEYED PLAN NOTES: EXISTING BEAM TO BE STRENGTHENED SEE DETAIL 6/S501 EXISTING BEAM TO BE STRENGTHENED SEE DETAIL 1 & 2/S501 STRUCTURAL PLAN SYMBOLS AND LEGENDS GRID BUBBLE BBB E SECTION MARK IX SXX ELEVATION REVISION NUMBER Al 10K DESIGNATES CONCENTRATED LOADS (IN KIPS). LOWER LEVER CEILING FRAMING PLAN 1 SCALE: 1/4"=V-0" TOP OF FLOOR SLAB ELEVATION = 84'-0" (TOP OF CEILING SLAB ELEVATION = 100'-0") INDEX OF STRUCTURAL DRAWINGS S111 FRAMING PLAN AND GENERAL NOTES S501 FRAMING DETAILS STRUCTURALSTEEL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM SPECIFICATIONS, AND SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC SPECIFICATIONS. STEEL WIDE FLANGE SECTIONS ASTM A992, GRADE 50 MISCELLANEOUS STEEL SECTIONS ASTM A36 HOLLOW STEEL SECTIONS ASTM A500, GRADE B STEEL PIPE SECTIONS ASTM A53, GRADE B ALL STEEL SHALL BE DOMESTICALLY (INCLUDING CANADA) MILLED AND FABRICATED. FOREIGN STEEL IS NOT TO BE UTILIZED WITHOUT PRIOR APPROVAL FROM THE STRUCTURAL ENGINEER. THE APPROVAL PROCESS SHALL TAKE PLACE DURING THE BIDDING PERIOD. ANY REQUEST TO UTILIZE FOREIGN STEEL MADE AFTER BIDDING WILL BE REJECTED. THE FOLLOWING REQUIREMENTS SHALL GOVERN IF FOREIGN OR IMPORTED STRUCTURAL STEEL IS ALLOWED BY THE STRUCTURAL ENGINEER: THE CONTRACTOR IS TO ISSUE A LETTER GUARANTEEING THAT THE STEEL CONFORMS TO THE PROVISIONS OF ASTM A6 AS WELL AS THE APPROPRIATE ASTM SPECIFICATION ON STEEL STRENGTH NOTED ABOVE. IF FOREIGN OR IMPORTED STRUCTURAL STEEL IS USED, THEN THE CONTRACTOR MUST RANDOMLY TEST 5% OF THE IMPORTED STRUCTURAL SHAPES FOR QUALITY AND CONFORMANCE OF THE ASTM SPECIFICATIONS PRIOR TO FABRICATION. ALL BEAM CONNECTIONS NOT DETAILED SHALL BE DOUBLE OR SINGLE ANGLE "FRAMED BEAM CONNECTIONS" AS SHOWN IN THE AISC "MANUAL OF STEEL CONSTRUCTION", USING 3/4" DIAMETER A325 BOLTS. UNLESS NOTED OTHERWISE, CONNECTIONS SHALL BE DESIGNED TO SUPPORT 50% OF THE UNIFORM LOAD CAPACITY OF ROOF AND NON -COMPOSITE BEAMS AND 75% OF THE NON -COMPOSITE UNIFORM LOAD CAPACITY FOR COMPOSITE BEAMS. WELDING SHALL CONFORM TO THE REQUIREMENTS OF THE AMERICAN WELDING SOCIETY AND THE AISC, AND SHALL BE PERFORMED ONLY BY CERTIFIED WELDERS. STRUCTURAL STEEL AND MISCELLANEOUS METAL EXPOSED TO THE EXTERIOR SHALL BE HOT DIP GALVANIZED AFTER FABRICATION, EXCEPT AS NOTED ON THE DRAWINGS. STRUCTURAL STEEL SUPPLIER SHALL SUBMIT SHOP DRAWINGS PREPARED UNDER THE SUPERVISION OF A LICENSED ENGINEER TO THE ARCHITECT/ENGINEER FOR REVIEW FOR GENERAL CONFORMANCE WITH THE CONTRACT DOCUMENTS. SEE THE SPECIFICATIONS FOR OTHER SUBMITTAL REQUIREMENTS. EXISTING STRUCTURAL & EXISTING CONDITIONS CONTRACTOR SHALL NOTIFY ENGINEER OF QUESTIONABLE EXISTING STRUCTURAL COMPONENTS (MASONRY WALLS, STEEL BEAMS & LINTELS, EXPOSED FOUNDATIONS, ETC.) AND FRAMING CONNECTIONS WHEN ENCOUNTERED. GRIDLINES ARE SHOWN ON THE STRUCTURAL DRAWINGS AND THESE REFLECT ASSUMED ARCHITECTURAL AND STRUCTURAL DIMENSIONS. IN MOST CASES, GRID LINES COINCIDE WITH EXISTING COLUMN AND PILASTER CENTERLINES. IF ACTUAL FIELD DIMENSIONS VARY, NOTIFY ARCHITECT OR ENGINEER. CONTRACTOR SHALL VERIFY EXACT LOCATION OF ALL EXISTING STRUCTURAL COMPONENTS THAT WILL BE CONNECTED TO NEW FRAMING PRIOR TO STEEL FABRICATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL EXISTING DIMENSIONS AND COORDINATE THESE DIMENSIONS WITH THE STEEL FABRICATOR PRIOR TO STEEL FABRICATION TO ENSURE ARCHITECTURAL AND STRUCTURAL DESIGN CONCEPT. CONTRACTOR SHALL NOTIFY ARCHITECT AND/OR ENGINEER OF DISCREPANCES. CONTRACTOR SHALL FURNISH ENGINEER A PROPOSED SEQUENCE OF EXISTING COMPONENT REMOVAL. METHODS OF SAW CUTTING, TEMPORARY SHORING AND OTHER PERTINENT TASKS RELATING TO EXISTING COMPONENT REMOVAL ARE TO BE SUBMITTED TO THE ARCHITECT/ENGINEER FOR REVIEW AND TO VERIFY THAT WORK IS IN GENERAL CONFORMANCE. DESIGN LIVE LOADS MINIMUM DESIGN LIVE LOADS ARE IN ACCORDANCE WITH THE 2015 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC) DESIGN LOADS ARE: ROOF 20 PSF FLOOR 50 PSF INTERIOR WIND 5 PSF FLOOR LIVE LOADS HAVE BEEN REDUCED IN ACCORDANCE WITH THE METHOD PRESCRIBED IN THE ABOVE REFERENCED BUILDING CODE. 5830 Granite Pkwy Building 5, Suite 750 Plano, TX 75024 Phone: 972.292.7670 www.tska.com MONGHATE ENGINEERING, INC. STRUCTURAL ENGINEERING CONSULTANTS DALLAS HOUSTON 3010 LBJ FWY. 5718 WESTHEIMER RD. SUITE 1200 SUITE 1000 DALLAS, TX 75234 HOUSTON, TX 77057 P 214.800.2388 P 713.255.3390 F 214.800.2389 F 713.255.3391 TX FIRM F-13326 MEI PROJECT NO. 268-01239 i *� f '•, 79994 �CEI�ySE��+�� iIFO&A i- C 09/13/2023 Project SOUTHLAKE EOC RELOCATION 600 STATE STREET SOUTHLAKE, TX 76092 Job No: 23-028.00 Owner THE CITY OF SOUTHLAKE, TEXAS REVISIONS REV DATE DESCRIPTION 09/13/2023 ISSUE FOR PERMIT Sheet Title LOWER LEVEL CEILING FRAMING PLAN AND GENERAL NOTES Date: 09/13/2023 Sheet No: PLUMBING FIXTURE SCHEDULE MECHANICAL (224200, 224223, 224300) FIXTURE FIXTURE TAG DESCRIPTION MOUNTING ADA P-4A ICE MAKER OUTLET WALL NA GUY GRAY MIB1AB, RECESSED, WHITE POWDER BOX COATED STEEL ICE MAKER OUTLET BOX, WITH BRASS PLATED, QUARTER TURN, LEAD-FREE COMPLIANT BALL VALVE AND WATER HAMMER ARRESTOR. P-6A SINGLE BOWL SINK COUNTER - YES DROP IN STEEL, 19-1/2" X 19" X 5-1/2" DEEP, 3 HOLE, UNDERCOATED. GENERAL NOTES: A. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR ANY GENERAL CONSTRUCTION WORK AS DIRECTLY IMPACTED BY THE PIPING INSTALLATION. EXAMPLES OF WORK DIRECTLYTIED TO THE MECHANICAL CONTRACTOR'S WORK WOULD INCLUDE, BUT NOT LIMITED TO, ANY ROOF PENETRATION, FIRE SEALING OF ALL RATED WALL PENETRATIONS, ETC. B. COORDINATE ALL PIPE ROUTING WITH ALL OTHER TRADES TO ENSURE ADEQUATE CLEARANCES FOR OTHER PIPING, DUCTWORK, ELECTRICAL CONDUIT, STRUCTURAL SUPPORTS, ETC. ANY UNAVOIDABLE CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER OF RECORD. PROVIDE ALL OFFSETS AND TRANSITIONS AS REQUIRED FOR A CLEAN INSTALLATION. ADDITIONAL COMPENSATION WILL NOT BE REWARDED DUE TO LACK OF COORDINATION WITH OTHER SUBCONTRACTORS. C. SUPPORT ALL PIPING DIRECTLY FROM STRUCTURE. DO NOT SUPPORT ANY PIPING FROM DUCTWORK, CONDUIT, PIPING, ETC. D. COORDINATE WITH THE PROJECT SPECIFICATION MANUAL AND DRAWING DETAILS FOR ADDITIONAL PIPING SOLATION VALVES, TEMPERATURE/PRESSURE GAUGES, BALANCING VALVES, DRAINS, VENTS, AND OTHER REQUIRED PIPING ACCESSORIES AND COMPONENTS THAT MAY NOT BE DIRECTLY INDICATED ON THIS DRAWING. E. THE PLUMBING CONTRACTOR WILL BE RESPONSIBLE TO ADEQUATELY SEAL AND PROTECT ALL PIPING ON SITE FROM CONSTRUCTION DEBRIS AND CONTAMINATION THROUGHOUT THE ENTIRE PROCESS. F. CONTRACTOR TO PAINT NEW AND EXISTING EXPOSED PIPING AND DUCTWORK. COORDINATE COLOR AND FINISH WITH OWNER'S ARCHITECT. KEY NOTES: 01 CONNECT SINK TO EXISTING WATER AND WASTE ROUGH -INS. PROVIDE TAIL PIECE AT SINK AND CONNECT 3/4' CD PIPING FROM FAN WASTE TRAP VENT CW HW TRIM STOP TRAP CARRIER (IN) (IN) (IN) (IN) (IN) MECHANICAL NOTES NA NA NA NA NA NA NA 1/2 NA COORDINATE LOCATION & MOUNTING HEIGHT OF WALL BOX WITH CASEWORK & EQUIPMENT REQUIREMENTS. CHICAGO FAUCETS 786-E29XKABCP, DECK MOUNTED, McGUIRE QUARTER TURN BRASS BALL McGUIRE 1-1/2"x1-1/2" CAST BRASS CHROME 5-1/4" RIGID/SWING GOOSENECK SPOUT, 8" CENTERS, VALVE POLISHED CHROME PLATED PLATED'P' TRAP, TREATED INSIDE & OUTSIDE WRISTBLADE HANDLES, CERAMIC CARTRIDGE, 2.2 CAST BRASS ANGLE VALVE KITS, WITH SANIGUARD; EXTEND TO WALL WITH GPM LAMINAR FLOW OUTLET, POLISHED CHROME. LOOSE KEY, FLEXIBLE RISERS, ESCUTCHEON. ESCUTCHEON. NA 1-1/2 1-1/2 1-1/2 1/2 1/2 PROVIDE MOLDED COVERING FOR WATER AND WASTE PIPING EQUAL TO TRUEBRO "LAV GUARD 2". PROVIDE McGUIRE CAST BRASS CHROME PLATED TAILPIECE & OPEN GRID STRAINER, ALL METAL PARTS TREATED INSIDE & OUTSIDE WITH SANIGUARD. 25 26 27 128 29 30 31 32 I U P-4 EXCLMVE 2 F1/2" I I I CONFERENCE v V12 P-4 1 P- 5A 4" W DOWN .a W ■ U BREAK ROOM EOC 01 1/2' HW -D4--✓ 3"WUP 1/2" HW UP 4"WUP — — 4 WUP / BREAKOUT I I I ROOM HAM I I I I I I fr/S M I 03 I -- -- l I fl I \I 6" S 6" SD UP T SD UP O LOWER LEVEL FLOOR PLAN - PLUMBING 1/8" = 1'-0" 314 South Water Street, Suite 100 Henderson, NV 89015 phone: 702.456.3000 fax: 702.898.6209 vwwv.tska.com Digitally signed by Jeff Musser Digital Signature Date: 2023.10.24 07:10:40-05'00' *t\ / - 110—:* ................................ JEFFREY W. MUSSER ................................ o e95820 ...... /, ...... ST - 10/24/23 THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF TATE SNYDER KIMSEY ARCHITECTS AND MAY NOT BE REPRODUCED OR USED FOR ANY PURPOSE WITHOUT THE ARCHITECTS WRITTEN CONSENT. AS INSTRUMENTS OF SERVICE, THESE DOCUMENTS ARE NOT FINAL AND READY FOR USE, AND THEREFORE NOT VALID, UNLESS THEY ARE SEALED, SIGNED AND DATED. Copyright, Ltd 2021 Consultant DUNHAM M� ❑UNHAM 1920 McKinney Avenue Dallas, Texas 75201 MONe 469.694.5700 WED dunhameng.com ARM LICENSE No, F-1 116 mechanical + electrical conwlling engineering DUNHAM #1324007 PLEASE RECYCLE Project SOUTH LAKE EOC RELOCATION 600 State St, Southlake, TX 76092 Job No: 23-028.00 Owner THE CITY OF SOUTHLAKE, TEXAS PERMIT SET REVISIONS REV DATE DESCRIPTION 1 10/24/23 Addendum #1 Sheet Title LOWER LEVEL FLOOR PLAN - PLUMBING Date: OCTOBER 24, 2023 Sheet No: P1001 Request for Information RFI #: 016 Submission Date: 1/10/2024 Due Date: Project # 1193 Project: Southlake EOC Relocation RFI Title: RFI-016 - Vent Pipe Routing RFI Description Drawing P1.01 shows a 1-1/2" vent pipe running through the EOC shell space between gridlines W and W.1. The pipe in this area does not appear to be vent pipe and appears to be sprinkler pipe. After tracing the pipe out it appears to run to the fire riser room to the East of the shell space. After reviewing the as -built sheet P2.12 it does not appear an existing vent pipe runs through the EOC shell space.Per drawing P1.01 the new 1- 1/2" vent pipe for the new sink in the Break Room is to be connected to the existing 1-1/2" pipe running though the shell space. Per P2.12 the nearest and most accessable vent pipe is a 2" vent in the corridor between the shell space and the parking garage access. Please confirm if the existing pipe shown on drawing P1.01 is a vent pipe. If no, please advise on routing for the new sink vent pipe. Attachments: Photos, Sketch Sheet#: P1.01, P2.12 Submitted By: Zack Johnson Specification #: Date: 1/10/2024 RFI Response Connect new sink vent to nearest and accessible existing vent. The proposed existing vent located in the Corridor is acceptable, however, there appears to be a closer existing 2" vent serving plumbing fixtures in Weap Clean 008. It is recommended extending a 1 1/2" vent from the existing 2" vent located in Weap Clean 008 to serve the new sink. See markup within submittal response. Attachments: Response By: Jeff Musser - Dunham Date: 1/12/24 PLUMBING FIXTURE SCHEDULE MECHANICAL (224200, 224223, 224300) FIXTURE FIXTURE TAG DESCRIPTION MOUNTING ADA P-4A ICE MAKER OUTLET WALL NA GUY GRAY MIB1AB, RECESSED, WHITE POWDER BOX COATED STEEL ICE MAKER OUTLET BOX, WITH BRASS PLATED, QUARTER TURN, LEAD-FREE COMPLIANT BALL VALVE AND WATER HAMMER ARRESTOR. P-6A SINGLE BOWL SINK COUNTER - YES DROP IN STEEL, 19-1/2" X 19" X 5-1/2" DEEP, 3 HOLE, UNDERCOATED. GENERAL NOTES: A. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR ANY GENERAL CONSTRUCTION WORK AS DIRECTLY IMPACTED BY THE PIPING INSTALLATION. EXAMPLES OF WORK DIRECTLY TIED TO THE MECHANICAL CONTRACTOR'S WORK WOULD INCLUDE, BUT NOT LIMITED TO, ANY ROOF PENETRATION, FIRE SEALING OF ALL RATED WALL PENETRATIONS, ETC. B. COORDINATE ALL PIPE ROUTING WITH ALL OTHER TRADES TO ENSURE ADEQUATE CLEARANCES FOR OTHER PIPING, DUCTWORK, ELECTRICAL CONDUIT, STRUCTURAL SUPPORTS, ETC. ANY UNAVOIDABLE CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER OF RECORD. PROVIDE ALL OFFSETS AND TRANSITIONS AS REQUIRED FOR A CLEAN INSTALLATION. ADDITIONAL COMPENSATION WILL NOT BE REWARDED DUE TO LACK OF COORDINATION WITH OTHER SUBCONTRACTORS. C. SUPPORT ALL PIPING DIRECTLY FROM STRUCTURE. DO NOT SUPPORT ANY PIPING FROM DUCTWORK, CONDUIT, PIPING, ETC. D. COORDINATE WITH THE PROJECT SPECIFICATION MANUAL AND DRAWING DETAILS FOR ADDITIONAL PIPING SOLATION VALVES, TEMPERATURE/PRESSURE GAUGES, BALANCING VALVES, DRAINS, VENTS, AND OTHER REQUIRED PIPING ACCESSORIES AND COMPONENTS THAT MAY NOT BE DIRECTLY INDICATED ON THIS DRAWING. E. THE PLUMBING CONTRACTOR WILL BE RESPONSIBLE TO ADEQUATELY SEAL AND PROTECT ALL PIPING ON SITE FROM CONSTRUCTION DEBRIS AND CONTAMINATION THROUGHOUT THE ENTIRE PROCESS. F. CONTRACTOR TO PAINT NEW AND EXISTING EXPOSED PIPING AND DUCTWORK. COORDINATE COLOR AND FINISH WITH OWNER'S ARCHITECT. KEY NOTES: 01 CONNECT SINK TO EXISTING WATER AND WASTE ROUGH -INS. PROVIDE TAIL PIECE AT SINK AND CONNECT 3/4' CD PIPING FROM FAN WASTE TRAP VENT CW HW TRIM STOP TRAP CARRIER (IN) (IN) (IN) (IN) (IN) MECHANICAL NOTES NA NA NA NA NA NA NA 1/2 NA COORDINATE LOCATION & MOUNTING HEIGHT OF WALL BOX WITH CASEWORK & EQUIPMENT REQUIREMENTS. CHICAGO FAUCETS 786-E29XKABCP, DECK MOUNTED, McGUIRE QUARTER TURN BRASS BALL McGUIRE 1-1/2"x1-1/2" CAST BRASS CHROME 5-1/4" RIGID/SWING GOOSENECK SPOUT, 8" CENTERS, VALVE POLISHED CHROME PLATED PLATED'P' TRAP, TREATED INSIDE & OUTSIDE WRISTBLADE HANDLES, CERAMIC CARTRIDGE, 2.2 CAST BRASS ANGLE VALVE KITS, WITH SANIGUARD; EXTEND TO WALL WITH GPM LAMINAR FLOW OUTLET, POLISHED CHROME. LOOSE KEY, FLEXIBLE RISERS, ESCUTCHEON. ESCUTCHEON. NA 1-1/2 1-1/2 1-1/2 1/2 1/2 PROVIDE MOLDED COVERING FOR WATER AND WASTE PIPING EQUAL TO TRUEBRO "LAV GUARD 2". PROVIDE McGUIRE CAST BRASS CHROME PLATED TAILPIECE &OPEN GRID STRAINER, ALL METAL PARTS TREATED INSIDE &OUTSIDE WITH SANIGUARD. 25 26 27 128 29 30 31 32 I U 1 P-4 ExCUTTVE I 77 7 I CONFERENCE v �1 2 BREAK ROOM 02 P-4 1 — N - 1/2" 3"WUP \ � 1" CW UP I — — Vent pipe connection � "Z'"""'P to existing 4"WUP a wuP / I I BREWOUT 03 I fl 6" S 6" SD UP T SD UP O LOWER LEVEL FLOOR PLAN - PLUMBING 1/8" = 1'-0" FIl1M I I I rrisTaR � I 314 South Water Street, Suite 100 Henderson, NV 89015 phone: 702.456.3000 fax: 702.898.6209 vwwv.tska.com Digitally signed by Jeff Musser Digital Signature Date: 2023.10.24 07:10:40-05'00' ................................ JEFFREY W. MUSSER ................................ 95820 ST - 10/24/23 THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF TATE SNYDER KIMSEY ARCHITECTS AND MAY NOT BE REPRODUCED OR USED FOR ANY PURPOSE WITHOUT THE ARCHITECTS WRITTEN CONSENT. AS INSTRUMENTS OF SERVICE, THESE DOCUMENTS ARE NOT FINAL AND READY FOR USE, AND THEREFORE NOT VALID, UNLESS THEY ARE SEALED, SIGNED AND DATED. Copyright, Ltd 2021 Consultant DUNHAM �� ❑lJF}HAM 1820 McKinney Avenue Dallas, Taxas 75201 PnoNe 468.694.5700 WED dunhameng.com ARM LICENSE NQ. F-1 115 mechanical + eleClriral ronwlling engineering DUNHAM #7324007 PLEASE RECYCLE Project SOUTH LAKE EOC RELOCATION 600 State St, Southlake, TX 76092 Job No: 23-028.00 Owner THE CITY OF SOUTHLAKE, TEXAS PERMIT SET REVISIONS REV DATE DESCRIPTION 1 10/24/23 Addendum #1 Sheet Title LOWER LEVEL FLOOR PLAN - PLUMBING Date: OCTOBER 24, 2023 Sheet No: P1001 ® DRAWN BY: M.D.M _--. CHECKED BY: S.K.M DATE: 01.30.2008 ISSUED FOR PERMIT: 106' / I * I� I I r iv kru i unr-) / M 3/4" CW DOWN I III I WORK AREA TO FPWH 1061 3/4" .� NFWH � 3/4"HW- II 6" DOWNSPOUT DOWN 6" DOWNSPOUT DOWN 6 DOWNSFUU I DOWN RUN TIGHT TO \ TO BELOW GRADE [6" STORM SEWER TO BELOW GRADE TO BELOW GLADE ` 4" I BOTTOM OF B S ' I2"W �R" 2"W 1057 3/4"C&HW n BEL � __ 1 /2"CW & 3/4"HW �- ---� RUN TIGHT TO o �� / WEA NS/' UP, 2" SAN. UP TO CBOTTOM OF BEAMS HIGH IS POSSIBLE PROPE FLOOR SINK, 3/4 HWR DOWN o I n + SD n 4" IN JOIST SPACE „ W C 4„W & " 0 2" SANITARY DOWN IN 4„ SD 4 _ _ 3 AD2 �� EVIDENCE 1/2 CW WALL TO BELOW FLOOR HIGH AS POSSIBLE � RUN TIGHT TO "� ' 4" 4"c�HIGH AS POSSIBLE 4" -� 1056 TO REFRI / 4" BOTTOM OF BEAMS 4 �-HIGH AS POSSIBLE NFWH / IN JOIST SPACE ACE IN JOIST SPACE ICE MAKER IN JOIST SP n5R I �/ S3 i _ i-6" UP TO AREA TE 1 \ 2" 6 AD2 TOAREA 3 4"CW LINE UP TO DRAIN ABOVE " EL„3 \_4"UP TO AREA 4 UP / " 4 UP TO AREA 4 UP TO AREA 3/4 CW DOWN BELOW DRAIN ABOVE DRAIN ABOVE NFWH, 1 CW DOWN TO REMOTE FLUSH VALVE DRAIN ABOVE DRAIN ABOVE " FLUSH VALVE W ACCESS PUSH BUTTON ACTUATOR 3/4" CW U 105 TO NFWH \/\ 4 W BELOW I FLOOR \„ ®SH3WERHEAD PANEL CONTROL ON WALL 2" VENT UP TO NFWH \/¢C� \� FLOOR I 4" DOWNSPOUTS ? " „ I 6 0 AFF 6"AD2 I.E.=18" BFF -76 STORM SEWER n „ 2 1 COPPER DRAIN LINES FROM SUMP � � \ I 1/2"C&HW TO � � � 2 VENT U ,IIGTAKEI SE UP TO ELEVATOR CORRIDOR � \ IOR SHOWER n PUMPS, SP- �&TERMINATE WITH A �, / B &T � PROVIDE JOSAM K „ ' EXTER I DUI LIVESCA �- I TIT _ D OF PIPE FOR SP- " - F.CO. 25010\SERIES O MACHINE ROOM. 1054 S3 6 r___�4" STORM SEWER PROVIDE 1 CW LINE FOR INTCg4 �, " � p� I� °�I BALL VALVE AT EN _ LANDSCAPE CONTRACTORS SUPPLIES M I 3 FD3 21 DRAINING PURPOSES ,� I FF 3 1 HW, 105 >` \ \ DOWNSPOUT�NO CONNECTION 1020 I PROVI E A 1022 # WC2 " C&HW UP 4 UP TO AREA 1019 � M PANE \ 0 CORRIDr"' jiEN SAN. UP \ HIGH IS POSSIBLE 4DRAIN ABOVE - - I O � OW U - 3„W�� EWC1 3"'FD 2" SANITARY DOWN 0 TY IDE IN JOIST SPACE I j BE W FLOOR/ 0 E ' TO AREA BFP 1 1 /2" CW & EL J 3/4" HWR I� „ BELOW' MOTO, . — 4 SANITARY ABOVE 4 HW FOR - i► FROM ABOVE 10 F FLOOR \\ " -�- 3 is i�r� MElwr.�.. nnuuti Tn %� 2" SAN. UP TO I- INDOOR 4 SANITARY LINE MAINT. / TRENCH DRAIN, r�AFFIC STOI UP TO TOILETS STOR. P. OF 4 I �F" SANITARY DOWN TO 1017 7 W.CO. / ELOW FLOOR— 4"W _ K 6„W II =Z II 3" NT UP tB ELOW 1 /8" PER FT. 1007 - FLOOR 2 2"V WC2 2� K2- — K K I 3-FD N r t d most I FLARE ®— a e i I ent pip 3" SAN. STOR. �D 3"W UR2WC1 s J1 UP TO FD - V1 /2"CW MEN'S � WOMEN'S STOR. DOWN T I Ic-4 STAIR . UP TO WATER 1013 C 1014 1015 ' R DRAIN FILLER 1 _ #4 � L 13"FD2 3"W = 1016 W.CO. EWC1 I - — 'W 3"W 2'1N CC!HRIDOR CW, 3/4"HW UP, 2" Ito 1/2" AIR LINE DOWNI NN. --_ QUICK -CONNECT H TION OUTLET DEMARCA 1005 N1/2 &WU, " A. I T p �� UP T N (, 2" VENT UP 2"W BELOW i 1012 IO FUTURE �1 1/2" CW & I I 3/4"HW FOR I 4" SANITARY DOWN 1 "CW, 1 1 /4"HW —� FUTURE TO BELOW- T I 6"W _ _ ��- U U 6"W Z� I �.CO. iOLDING BELOW W'CO' H( �- , " � 1 8 PER FT. I (DASHED LINE) FLOOR 4" SAN. UPS NI 4" STANDPIPE UP I , 1 /2"C&HW UP, 2" _ - TO MAIN LEVEL, C SAN. UP TO SINK, SEE SHT. P2.22 \ 2"V 2"V 2" VENT UP 4" STANDPIPE 4" SANITARY DOWN nUN` I TO BELOW FLOOR 2"W I R #5 AN. I 1 1/2" CW & 1024 F 3/4"HW FOR FUTURE �1028 C /, - - - (` RIDOR 1 " C&HW FOR FUTURE 2" 1 " C&HW FOR FUTURE cur F luW 0 WC 1036 / I 1 /2" UP STOP 1(; I COURTS- ADMIN. 2 1 /2"CW, BELOW - - 1 1 /2"HW, FL00 3/4 " HWR - S31 1 �n ` FLOOR - - - - 1 1/2" V TO -_"W __ ___ SINK IFLOOR AC-2 1 W 0 N FUTURE 4"W STO \ 4"W .E•/ 2" SAN. DOWN 0_(SHELL SPACE) 101 1 W.CO. F.CO. ER l nn �, TO BELOW FLOOR 3"W LE.-2'-0" 4" SAN. DOWN 1/2 AIR LINE TO BELOW FLOOR ;POUT. SEE SHT. DO N TO BLDG. MAINT./ CONTINUATION QUI K-CONNECT STORAGE 0 'M DRAIN LINE. SEE %N FOR CONTINUATION I 6" DOWNSPOUTS PROVIDE JOSAM NO. 25010 SERIES DOWNSPOUT NOZZLE r22) PLC 01 PARTIAL SCALE 1 /8"=1'-0" UP TO LAV 3" SAN. UP TO FD 6" DOWNSPOUTS -6" STORM DRAIN LINE. SEE SITE PLAN FOR CONTINUATION (3264 SQ FT) PLAN (A) - LOWER LEVEL PLUMBING W H PROVIDE JOSAM NO. 25010 SERIES DOWNSPOUT NOZZLE — 6" STORM DRA)N LINE. SEE SITE PLAN FOR CONTINUATION (2848 SQ FT) / II Vent pipe is ikot shown - 6" DOUBLE CHECK BFP FOR - FIR S Rl,�Kt ER S <STrkWER . SYSTEM ABOVE BP. VALVES FOR DRY PIPE SYSTEM TO GARAGE & DATA ROOMS NOTE: PROVIDE JOSAM N0. COORDINATE OVERFLOW DRAIN DOWNSPOUT 25010 SERIES NOZZLE LOCATIONS ABOVE FINISHED GRADE DOWNSPOUT OZZLE WITH ARCHITET BEFORE INSTALLATION 8" STOR DRAIN LINE. SE SITE P N FOR CONTINUATION (5492 SQ FT) COURT RECORDS LOBBY 6" DOWNSPOUTS- 4" DOMESTIC WATER � SERVICE ENTRANCE —6" STORM DRAIN LINE. SEE SITE PLAN FOR o (1) 4" DOUBLE CHECK CONTINUATION DOMESTIC SERVICE ABOVE (1 (4330 SQ FT) 2" DOUBLE CHECK BFP FOR LAWN SPRINKLER SERVICE. - 2" LAWN SPRINKLER SERVICE PROVIDE JOSAM N0. 25010 SERIES SIAMESE DOWNSPOUT NOZZLE )N o Co 0 0 CC , T E L 10 S ENGINEERS I CONSULTANTS CH3-o— 3535 Travis St, #115 1 Dallas, TX 75204 Ph: (214) 744.6199 1 F: (214) 744-0770 www.tehospc.com 4" STORM DRAIN LINE. SEE SITE PLAN FOR CONTINUATION (965 SQ FT) 6" STORM DRAIN LII SEE SITE PLAN FOR CONTINUATION 7-WAY CO. (623� SQ FT) '-0" BFF 6" SANITARY SEWER fLINE. SEE SITE PLAN, SHT., MEP1.1 FOR COINUATION .1" COPPER DRAIN LINE FROM SUMP PUMP, SP-1, UP TO ELEVATOR MACHINE ROOM. 3 TERMINATE WITH A BALL VALVE AT END OF PIPE FOR DRATP�RPOSES KEY PLAN ISSUE FOR PRICING: ISSUE FOR CONSTRUCTION: REVISIONS: C&M by MWL AND RPGA DESIGN GROUP, INC. All rights reserved. The arrangements depicted herein are the sole property of RPGA DESIGN GROUP, INC. and may not be reproduced in any form without its written permission. F U ` 0 n Z m C m N ao w � W N Q C M C LL 0 - a n � � m W 0 6 0) �R V � a OD N 0 Zm � m t o t) t 0 LL .• W r o 0 � r < « N Q 1 a C C C ® 0 0 W �. ... ......� IKON . M ALL .........................p SHEET DESCRIPTION: LOWER LEVEL PLUMBING SHEET NO. 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I M r- r fir.• �, • s r z door ova - e SOUTHLAKE PUBLIC WORKS CITY OF SOUTHLAKE PUBLIC WORKS DEPARTMENT CONTRACT CHANGE ORDER NO. 2 PROJECT NO.: 2022-81 CITY OF SOUTHLAKE Project No. 2022-81 DESCRIPTION: Southlake Emergency Operations Center Relocation Project TO: Gliden Industries You are hereby instructed to comply with the following changes from the Contract Plans and Specifications: SUMMARY OF CHANGES Description Change in Change in (Detailed Explanation Attached) Contract Price' Contract Time (Days) 1. Revised Scope of Work for Structural Steel $16,755.52 0 Revisions per Proposed Change Order #002 (attached) in response to ASI-001 (attached). Net Change in Contract Price and Work Days $16,755.52 0 'Deduction or decrease in Contract Price is denoted in parentheses. The following change is hereby made a part of the Contract Documents and shall be performed under the same terms and conditions as required by the original Contract Documents. Except as modified herein, the original Contract Documents and all prior amendments shall remain in full force and effect and all of the terms of the Contract Documents are hereby incorporated in this Change Order. SUMMARY OF ALL CHANGE ORDERS ORIGINAL CONTRACT AMOUNT..............................$654,000.00 CCO01...........................................................................$5,592.79 CCO02.........................................................................$16,755.52 TOTAL........................................................................ $676, 348.31 SUMMARY OF CONTRACT CONSECUTIVE CALENDAR DAYS FIRST DAY OF WORK: ................................................ 01/02/2024 CONTRACT CONSECUTIVE CALENDAR DAYS: .................... 118 TIME EXTENSION: CCO 1......................................................... 0 TIME EXTENSION: CCO 2......................................................... 0 NEW TOTAL WORKING DAYS: ............................................... 118 LAST DAY OF WORK: .................................................. 04/29/2024 CITY OF SOUTHLAKE SOUTHLAKE Project No. 2022-81 PUBLIC WORKS Vill CHANGE ORDER DETAIL Change Order No.: 2 Project No.: 2022-81 Description: Southlake Emergency Operations Center Relocation Project The changes or interpretations described and noted herein are hereby authorized. The signed original of this order is on file in the Department of Public Works. Shown as separate paragraphs: (A) Reason for Change; (B) Description of Change; (C) Change in Contract Costs; and (D) Change in Completion Date. Item No. 1: Revised Scope of Work for Structural Steel Revisions per ASI-001 (attached) A. Reason for Change: In response to ASI-001 (attached), supplied by the Architect, the Contractor has expanded the SOW to include (2) new steel columns, new 21x55 beams, the temporary removal of fire sprinkler lines, and the furring and painting of columns. B. Description of Change: See Proposed Change Order #002 (attached) C. Change in Contract Cost: Add $16,755.42 D. Change in Completion Date: Add 0 Calendar Days SIGNATURE PAGE TO FOLLOW: -�j SOUTHLAKE PUBLIC WORKS CITY OF SOUTHLAKE Project No. 2022-81 The original Contract Price was ($654,000.00). Contract Change Order No. 1 increased the Contract Price by $5,592.79. Contract Change Order No. 2 increased the Contract Price by $16,755.52.The new Contract Price will be $676,348.31, resulting in an increase of approximately 3.42% to the original Contract. The original Contract Time of 118 consecutive calendar days was extended by 0 calendar days per Change Order No. 1 and 0 calendar days per Change Order No. 2. The last contract Working Day is now April 29, 2024. LL�itr� �jY �G Ordered: Date: February 27, 2024 Project Manager Acceptance by the Contractor: This Change Order is in full compromise and settlement of all adjustments to Contract Time and Contract Price, and compensation for any and all delay, extended or additional field and home office overhead, disruption, acceleration, inefficiencies, lost labor or equipment productivity, differing site conditions, construction interferences and other extraordinary or consequential damages (hereinafter called "Impacts"), including any ripple or cumulative effect of these Impacts on the overall Work under the Contract arising directly or indirectly from the performance of Work described in this Change Order. By execution of this Change Order, the Contractor agrees that this Change Order constitutes a complete accord and satisfaction with respect to all claims for schedule extension, Impacts, or any costs of any nature, character or kind arising out of or incidental to this Change Order. Name: Date: February 27, 2024 Title: act Manaaer S I D F N =�G� r��h �d ISTRl4' 780 N. Watters Rd. STE 110 Allen, TX 75013 Phone: (469)795-9900 Project # 11193 Date: 2/16/2024 PO#: Proposed Change Order #2 lContractor: Gliden Industries Owner: City of Southlake JAddress: 1400 Main Street City, State Zip: Southlake, Texas 76092 1 Phone: 817-748-8216 1Project: Southlake EOC CO Name: ASI-001 Structural Steel Revisions THE PROPOSED CHANGE ORDER INCLUDES THE FOLLOWING: Description of Work All work in response to ASI-001. Includes a credit for reinforment of exising beams. All work to include (2) new steel columns, new 21X55 bear fire sprinkler lines temporary removal, furring at columns, and painting at columns. *Credit* Structural Steel Labor (breakout attached) $ (810.00) Materials (breakout attached) $ (94.00) Structural Steel Labor (breakout attached) $ 4,705.00 Materials (breakout attached) $ 7,673.00 OH/P $ 1,237.80 Framing/Dryall - No Shaftwall Labor (breakout attached) $ 227.11 Materials (breakout attached) $ 155.56 OH/P $ 38.27 Fire Suppression Labor (breakout attached) $ 1,260.00 Materials (breakout attached) $ 460.00 OH/P $ 172.00 Painting Labor (breakout attached) $ 300.00 Materials (breakout attached) $ - OH/P $ Overhead/Ins/Bnd Superintendent $ - P&P Bond Cl $ 450.00 GL Ins $ 137.92 EL Ins $ 76.62 Contractors Fee 5% $ 766.24 Total of Work Specified $ 16,755.52 Exclusions: Shaftwall assembly NOT VALID UNTIL SIGNED BY CONTRACTOR AND OWNER Accepted By: 2/ 16/24 2/22/24 ies Date Representative, TSK Date Representative, City of Southlake Date One Source Metal Services, LI_C Job Name: Change Order Worksheet Southlake EOC Original Work Order # 21-005100-1193 Sheet 1 of 1 Job No. GDN-2307 Extra Order No. #1 Date 1/17/2024 Work Description: RE: RFI-006/RFI-014 Drawings 23-028.002 Rev. 2 Delete reinforcement to existing beam on gridline "T. Delete beam connection on Gridline 25. Add 2 ea. new 6x6x1/4" columns and 1 New W21x50 beam installed to support new structural additions. No. Work Added Quantity Unit Total Line 1 Detail 1 $ 250.00 $ 250.00 Line 2 Fabricate Labor 48 $ 67.50 $ 3,240.00 Line 3 Materials 1 $ 7,673.00 $ 7,673.00 Line 4 Install Labor (columns only) 12 $ 67.50 $ 810.00 Line 5 Remove and ship deleted materials 6 $ 67.50 $ 405.00 $ _ Total Lines 1-5 $ 12,378.00 Line 6 I 10% profit Total Adds 1,237.80 13,615.80 No. Work Deleted Quantity Unit Total Line 7 Reinforce existing steel beams labor 12 $ 67.50 $ 810.00 Line 8 Materials (consumables) 1 $ 94.00 $ 94.00 All Material Had been delivered to $ $ site. The material deleted consisted $ $ of consumables. The full labor was $ $ - deducted for the time alloted to the $ $ - reinforcement. Total Deleted $ 904.00 Total Lines 1-6 $ 13,615.80 Total Lines 7-8 $ (904.00) Totals $ 12,711.80 Owners Rep: OSM REP: Page 1 of 1 REQUEST FOR CHANGE ORDER Ref.# COR-00001 External/RCO# VADEN'S'°` GC Date Jan 22, 2024 ACOUSTICS & DRYWALL Job # D23-0059 To: GLIDEN INDUSTRIES, LLC Project: Southlake EOC Relocation 600 State ST Southlake, TX 76092 Description: ASI-001 Structural Steel Revisions Labor QuantityUOM Unit Total Rate Total TOP OUT HANGING 0.86 Hrs 0.86 43.18 $37.13 ACOUSTICAL CAULKING 0.62 Hrs 0.62 43.18 $26.77 INSULATION 0.69 Hrs 0.69 43.18 $29.79 INTERIOR LAYOUT 0.19 Hrs 0.19 43.18 $8.20 INTERIOR FRAMING 2.18 Hrs 2.18 43.18 $94.13 INTERIOR HANGING 0.72 Hrs 0.72 43.18 $31.09 Total Labor $227.11 Material Size Quantity UOM Unit Price Total CP 606 - Intumescent FIRE RATED RED CAULKING EACH 0.12 BOX 13.16 TUBE $31.58 5/8" WATER RESISTANT DRYWALL X58WR 10, 2.00 SHT .425 SQFT $34.00 INS-3" MINERAL WOOL 4 PCF SQFT 64.00 EA .95 SQFT $60.80 3 5/8" STUD 1 1/4" FLANGE (33 MIL) 20GA 10, 4.00 PCs .46 FT $18.40 1 1/4" DRYWALL SCREW ZINC PCs 154.00 EA .07 PCS $10.78 Total Material $155.56 Labor Total: $227.11 AUTHORIZED BY: Material Total: $155.56 ON BEHALF OF: GLIDEN INDUSTRIES, LLC Sub Trade Total: $0.00 Cleanup Total: $0.00 PROJECT MANAGER: Dennis Brandon JR Hooper Equipment Total: $0.00 ESTIMATOR: Marty W. Vaden Misc. Total: $0.00 Sub Total: $382.67 Mark Up: $38.27 10.00% Total: $420.94 8795 Harmon Road, Fort Worth, TX 76177 Run on: February 16, 2024 9:04 AM T 817.847.8822 F 817.847.5999 COMMERCIAL i INDUSTRIAL I FLOOR i MAINTENANCE MAINTENANCE COATINGS DIVISION DATE: January 24, 2024 ATTENTION: Zack Johnson 469-795-9900 Gliden Industries zack@I?lidenindustries.com PROJECT: Southlake Emergency Operations Center Tape, Bed and Paint ASI #1 Pricinq We go above, and beyond, our track record, proves it. � n n r V SAFETY TECHNOLOGY QUALITY CLIENT FIRST DRIVEN CONTROL COLLABORATION FROM: Lonnie Ogden ASI #1 TOTAL: $300.00 Sales Tax Not Included GC to Provide Tax Cert We hereby propose to finish and install all labor and materials for interior tape, bed & paint, in accordance with plans and specifications on the above project based upon plan set dates 8-18- 23. Bid is good for 60 days from bid date. SCOPE OF WORK INTERIOR TAPE, BED & PAINT 1. Tape, Bed & Paint added furred columns to Level 4 finish. All work to be completed on regular working hours, Mon -Fri Respectfully Submitted LONNIE OGDEN Project Manager Maintenance Coating Division lonnie@cherrvcoatings.com 0 972.242.4287 c 480.536.5115 ur cherrvcoatings.com r in @ f additional work at the inside and outside corners of the drywall surrounding the columns is required. P.O. Box 421595 Houston, TX 77242 Office: 972 242-4287 Fax:972-242-4872 9--- OUR LOCATIONS —* 2000 Surveyor Blvd. 500 Victor St. Suite 600 215 N. Rupert St. Suite 215 Carrollton, Texas 75006 Austin, Texas 78753 Fort Worth, Texas Office: 972 242-4287 Office: 512 614-0422 Office: 817 386-9914 Fax: 972 242-4872 Fax: 512 394-5612 Fax: 817 386-9849 cherrycoatings.com R d . "ra-1 Romo Life Safety and Construction, LLC. 1323 Fleetwood Cove Dr. Grand Prairie TX 75052 SCR-G 2594473 ACR-2594467 ECR-2594471 (972)742-0081 andvC@romofiresystems.com HUB, SBE & MBE Certified. Fro, Mika Doan Gliden Industries Office: (469)795-9900 Cell: (626)722-7913 780 N. Watters Rd. Ste. 110, Allen, TX 75013 PROJECT: SOUTHLAKE EOC RELOCATION 600 STATE STREET SOUTH LAKE, TX 76092 Estimating department, Due to heavier weight beam, provisions had to be made to lift the beam into place. Removing the spinkler lines temporary was needed due to the heavier weight beam. modification to the sprinkler system in this area is already included in the base bid. SCODe: Romo LS&C is pleased to provide pricing for the demolition and installation of 4 branch line and 1 main section to allow new structural I-beam to be installed. Includes sales tax on material, safety, project management, material and labor to perform the work as described above to meet code per NFPA-13 codes. Labor to Demo fire 4 branch lines and 1 main section. 3-man crew 8 hrs. each @ 52.5 $1260.00 Labor for ordering and delivering materials. 1 man crew 4 hrs. $0 Materials $460.00 Profit 10 percent. $172.00 Base Bid Total $1,892.00 Thank you for your continuous business, we appreciated! Andy Romo Romo Life Safety and Construction, LLC. andy@romofiresystems.com Mobile — (972) 742-0081 FABRICATION - DESIGN - INSTALLATION - 24HR SERVICE -FIRE ALARM- FIRE SPRINKLERS -FIRE EXTINGUISHERS. tsk ARCHITECTS SUPPLEMENTAL INSTRUCTIONS 314 S Water Street. Henderson. Nevada 89015 PROJECT: City of Southlake City of Southlake EOC Relocation 600 State Street Southlake, TX 76092 TO CONTRACTOR: Gliden Industries, LLC (name, address) 780 N Watters Rd. Ste. 110 Allen, TX 75013 Owner Architect Contractor Field ❑ Other ❑ ASI NO: 001 DATE: 01/19/2024 TSK Project No: 23-028.00 CONTRACT DATE: 11/30/2023 CONTRACT FOR: Construction The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these instructions indicates your acknowledgement that there will be no change in the Contract Sum or Contract Time. If adjustments are required, they shall be presented as a proposal request outlined within the Contract Documents. REMARKS 1. The structural steel design shall be modified per the attached drawings dated 1/12/2024 (Rev.2). These modifications generally include: a. Elimination of steel beams and reinforcing plates outside the perimeter walls of the EOC space. b. The addition of two columns and gypsum wall assembly around the new columns. i. Fire rated gypsum wall assembly at the corridor wall location. ii. Non -rated gypsum wall assembly at the Break Room/Breakout Room location. c. Elimination of steel reinforcing plates at existing steel beams located outside EOC perimeter walls. 2. The architectural drawings shall be modified per the attached drawings dated 1/19/2024 (ASI-001). These modifications generally include: a. The addition of two (2) steel columns and concealing gypsum board assemblies. b. Modifications to the length of the operable partition located at the Break Room to accommodate the gypsum board assembly surrounding the column located in the 1-hour rated partition separating the EOC from the adjacent corridor. 1/19/2024 Signature Date I I I I I I I I I 23'-5 1/2" 1 -3 1/2" I 18'-1" N NI N I I I 'ITI �I I I I I I I I I Ln Ln W WICO CO w w1Ln Ln w1 w1 w1 w w1 I - I I I I R � � I EXIST. W21x40 I EXIS . W21x50 � EXIST. W21x50 I m I OT 0 co N M ao ti oy N EXIST. W24x68 EXIST. W18x35 ±8'-0" ±8'-0" ±8'-0" ±8'-0" ±8'-0" ±8'-0" ±9'-8" ±9'-8" ±9'-8" I I I I II I � I I I I I I I I NN —----- t I— --------- ------ ----------------- r �+ _ _ _—�- _—�_-- — — — — — --- ------ — ----- _ F� — E: -� III I I I °° III I I I I L-- I I I I III I I I I I I III I i I I I III I I IIII � 2 I I I I I I �I I IIII I III I I I 11 IIII III I I I I I �, I IIII I III I I I IIII III I I I I I I IIII I III I I I IIII IIII r-c") X X X X X x x X IIII cn cn cn > cn cn cn cn cn cn cn cn III X X XI I w X X X X X X X X IIII III LU LU LUz LUm LU LU LU LUw n� LULU III III I I I I I IIII I IIII I IIII I I I I I IIII IIII 111 I I I ,I I� -I I I I S501 I I I 111 I I I I I I i 1 1 I I I II II I I I I I I I I I II II I I I�ti� I I II II ±1'-6" II I I G s I I II II NEW W12x26 NEW W12x26 I , I I I L I - - - - NEW W12x26 NEW W12x26 NEW W12x26 I� I I I II II II 3 I I I I I 11 I II I I N L J S501 4 I o I I I I L—====____� 2 fi---� I S501 I 3'-1 IIII I ( I I I I I I I I I NEW V 12x26 N 2 i I I I I I II 11 I I I ti 1 S501 = n I � I III I I I F_ -�I � _ _I — ----- --- ----- _----------_ +------------�---J -- ❑ ----- ❑ IL---------- II II III I I III M ------------------------_---------------------------�--_ -- - 5 I — --_ _____ ___ —I ❑ s 01 — — — — — — — — — — — — J — — — — — — — — — I L--I—s - L_—I—� 23'-5 1/2" 19'-4 1/2" 20'-1 1/2" 29'-0" 25 27 (9)(0)(2) ALL EXISTING CONDITIONS AND DIMENSIONS SHOWN HEREIN SHALL BE FIELD VERIFIED BY G.C. PRIOR COMMENCEMENT OF ANY WORK. ARCH/ENG SHALL BE NOTIFIED OF ANY DISCREPANCIES THAT MAY AFFECT THESE DRAWINGS. PARTITION WALL HANGING WEIGHT = 9.85 LBS/SQ. FT. KEYED PLAN NOTES DELETED STRUCTURAL PLAN SYMBOLS AND LEGENDS GRID BUBBLE BBB E SECTION MARK X SXX ELEVATION REVISION NUMBER Al LOWER LEVEL CEILING FRAMING PLAN 1 SCALE: 1/4"=V-0" TOP OF FLOOR SLAB ELEVATION = 84'-0" (TOP OF CEILING SLAB ELEVATION = 100'-0") INDEX OF STRUCTURAL DRAWINGS S111 FRAMING PLAN AND GENERAL NOTES S501 FRAMING DETAILS STRUCTURALSTEEL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM SPECIFICATIONS, AND SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC SPECIFICATIONS. STEEL WIDE FLANGE SECTIONS ASTM A992, GRADE 50 MISCELLANEOUS STEEL SECTIONS ASTM A36 HOLLOW STEEL SECTIONS ASTM A500, GRADE B STEEL PIPE SECTIONS ASTM A53, GRADE B ALL STEEL SHALL BE DOMESTICALLY (INCLUDING CANADA) MILLED AND FABRICATED. FOREIGN STEEL IS NOT TO BE UTILIZED WITHOUT PRIOR APPROVAL FROM THE STRUCTURAL ENGINEER. THE APPROVAL PROCESS SHALL TAKE PLACE DURING THE BIDDING PERIOD. ANY REQUEST TO UTILIZE FOREIGN STEEL MADE AFTER BIDDING WILL BE REJECTED. THE FOLLOWING REQUIREMENTS SHALL GOVERN IF FOREIGN OR IMPORTED STRUCTURAL STEEL IS ALLOWED BY THE STRUCTURAL ENGINEER: THE CONTRACTOR IS TO ISSUE A LETTER GUARANTEEING THAT THE STEEL CONFORMS TO THE PROVISIONS OF ASTM A6 AS WELL AS THE APPROPRIATE ASTM SPECIFICATION ON STEEL STRENGTH NOTED ABOVE. IF FOREIGN OR IMPORTED STRUCTURAL STEEL IS USED, THEN THE CONTRACTOR MUST RANDOMLY TEST 5% OF THE IMPORTED STRUCTURAL SHAPES FOR QUALITY AND CONFORMANCE OF THE ASTM SPECIFICATIONS PRIOR TO FABRICATION. ALL BEAM CONNECTIONS NOT DETAILED SHALL BE DOUBLE OR SINGLE ANGLE "FRAMED BEAM CONNECTIONS" AS SHOWN IN THE AISC "MANUAL OF STEEL CONSTRUCTION", USING 3/4" DIAMETER A325 BOLTS. UNLESS NOTED OTHERWISE, CONNECTIONS SHALL BE DESIGNED TO SUPPORT 50% OF THE UNIFORM LOAD CAPACITY OF ROOF AND NON -COMPOSITE BEAMS AND 75% OF THE NON -COMPOSITE UNIFORM LOAD CAPACITY FOR COMPOSITE BEAMS. WELDING SHALL CONFORM TO THE REQUIREMENTS OF THE AMERICAN WELDING SOCIETY AND THE AISC, AND SHALL BE PERFORMED ONLY BY CERTIFIED WELDERS. STRUCTURAL STEEL AND MISCELLANEOUS METAL EXPOSED TO THE EXTERIOR SHALL BE HOT DIP GALVANIZED AFTER FABRICATION, EXCEPT AS NOTED ON THE DRAWINGS. STRUCTURAL STEEL SUPPLIER SHALL SUBMIT SHOP DRAWINGS PREPARED UNDER THE SUPERVISION OF A LICENSED ENGINEER TO THE ARCHITECT/ENGINEER FOR REVIEW FOR GENERAL CONFORMANCE WITH THE CONTRACT DOCUMENTS. SEE THE SPECIFICATIONS FOR OTHER SUBMITTAL REQUIREMENTS. EXISTING STRUCTURAL & EXISTING CONDITIONS CONTRACTOR SHALL NOTIFY ENGINEER OF QUESTIONABLE EXISTING STRUCTURAL COMPONENTS (MASONRY WALLS, STEEL BEAMS & LINTELS, EXPOSED FOUNDATIONS, ETC.) AND FRAMING CONNECTIONS WHEN ENCOUNTERED. GRIDLINES ARE SHOWN ON THE STRUCTURAL DRAWINGS AND THESE REFLECT ASSUMED ARCHITECTURAL AND STRUCTURAL DIMENSIONS. IN MOST CASES, GRID LINES COINCIDE WITH EXISTING COLUMN AND PILASTER CENTERLINES. IF ACTUAL FIELD DIMENSIONS VARY, NOTIFY ARCHITECT OR ENGINEER. CONTRACTOR SHALL VERIFY EXACT LOCATION OF ALL EXISTING STRUCTURAL COMPONENTS THAT WILL BE CONNECTED TO NEW FRAMING PRIOR TO STEEL FABRICATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL EXISTING DIMENSIONS AND COORDINATE THESE DIMENSIONS WITH THE STEEL FABRICATOR PRIOR TO STEEL FABRICATION TO ENSURE ARCHITECTURAL AND STRUCTURAL DESIGN CONCEPT. CONTRACTOR SHALL NOTIFY ARCHITECT AND/OR ENGINEER OF DISCREPANCES. CONTRACTOR SHALL FURNISH ENGINEER A PROPOSED SEQUENCE OF EXISTING COMPONENT REMOVAL. METHODS OF SAW CUTTING, TEMPORARY SHORING AND OTHER PERTINENT TASKS RELATING TO EXISTING COMPONENT REMOVAL ARE TO BE SUBMITTED TO THE ARCHITECT/ENGINEER FOR REVIEW AND TO VERIFY THAT WORK IS IN GENERAL CONFORMANCE. DESIGN LIVE LOADS MINIMUM DESIGN LIVE LOADS ARE IN ACCORDANCE WITH TH 2O21 DITION OF THE INTERNATIONAL BUILDING CODE (IBC) DESIGN LOADS ARE: 1 ROOF 20 PSF FLOOR 50 PSF INTERIOR WIND 5 PSF FLOOR LIVE LOADS HAVE BEEN REDUCED IN ACCORDANCE WITH THE METHOD PRESCRIBED IN THE ABOVE REFERENCED BUILDING CODE. !s; 5830 Granite Pkwy Building 5, Suite 750 Plano, TX 75024 Phone: 972.292.7670 www.tska.com MONGHATE ENGINEERING, INC. STRUCTURAL ENGINEERING CONSULTANTS DALLAS HOUSTON 3010 LBJ FWY. 5718 WESTHEIMER RD. SUITE 1200 SUITE 1000 DALLAS, TX 75234 HOUSTON, TX 77057 P 214.800.2388 P 713.255.3390 F 214.800.2389 F 713.255.3391 TX FIRM F-13326 MEI PROJECT NO. 268-01239 r 01/12/20U Project SOUTHLAKE EOC RELOCATION 600 STATE STREET SOUTHLAKE, TX 76092 Job No: 23-028.00 Owner THE CITY OF SOUTHLAKE, TEXAS REVISIONS REV DATE DESCRIPTION 09/13/2023 ISSUE FOR PERMIT 10/09/2023 CITY COMMENTS 2 01/12/2024 ARCH. COMMENTS Sheet Title LOWER LEVEL CEILING FRAMING PLAN AND GENERAL NOTES Date: 09/13/2023 Sheet No: CL. BEAM CL. BEAM/COL. REF. ARCH'L I NEW BEAM SEE PLAN A TO. SLAB ELEV. IV SEE PLAN EXIST. BEAM SEE PLAN EXISTING CONC. SLAB EXISTING METAL DECK PLATE 3/8" - CL. BEAM \I3/16\TYP - N LO EXIST. BEAM SEE PLAN S 501 �l 3/16X I II I HANGER ROD BY OTHERS 1 I / �l3/16\TYP L3x3x1/4 KICKER @ 4'-0" OC. I I I ICI I I /4 (TYP)TYP) I— NOTE: w COORDINATE WITH FOLDING WALL MFR. SUSPENDED _____====�U- --I- _______________________________ NP CEILING ELEV. 1/2� PARTITION SUPPORT PLATE BY OTHERS NEW COLUMN �I I SEE PLAN COLUMN -�I�- O O SEE PLAN I I 0 I 0 PL. 3/8"x6 1/2"x1'-0" CAP PLATE WITH 4-3/4" 0 BOLTS r NEW BEAM SEE PLAN SECTION A FOLDING WALL SUPPORT FRAMING DET. 1 3/4" = 1'-01, CL. BEAM TO. SLAB ELEV. - - - - - - - - - - - - - - - - - - SEE PLAN L4x4x3/8 (TYP) \13/16\TYP EXISTING -------------- NP BEAM ELEV. EXIST. BEAM SEE PLAN NEW BEAM SEE PLAN 4 �V = EXISTING CMU WALL A2 TO. SLAB ELEV. IF SEE PLAN EXIST. BEAM SEE PLAN CL. BEAM CL. BEAM REF. ARCH'L CL. BEAM CL. BEAM EXISTING CONC. SLAB - EXISTING METAL DECK NEW BEAM SEE PLAN EXIST. BEAM SEE PLAN o � o NEW BEAM SEE PLAN 2 I I I I = HANGER ROD BY OTHERS CL. BEAM EXISTING CONC. SLAB EXISTING METAL DECK O O 0 0 o -o NEW BEAM SEE PLAN EXIST. BEAM SEE PLAN NEW BEAM SEE PLAN I W UJ SUSPENDED ---------_ — ---.-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SUSPENDED U CEILING ELEV. CEILING ELEV. 1 /2' PARTITION SUPPORT PLATE BY OTHERS EXISTING CONC. SLAB EXISTING METAL DECK SOEE PL ANAB ELEV. ��----T--\--T--\--T--\ 0 O O O O I I NEW BEAM SEE PLAN HANGER ROD — BY OTHERS 5 1/2" 8" 1/�' I I I I - EXISTING CONC. WALL �w SUSPENDED _ _ _ _ _ _ _ CEILING ELEV. � PARTITION SUPPORT PLATE BY OTHERS NEW BEAM SEE PLAN 4 FOLDING WALL SUPPORT FRAMING DET. 5 NEW BEAM TO CONC. WALL CONNX. DET. 3/4" = 1'-0.1 3/4" = 1'-01, FOLDING WALL SUPPORT FRAMING DET. 2 3/4" = 1'-01, FOLDING WALL SUPPORT FRAMING DET. 3 3/4" = 1'-0" BOLT SCHEDULE ROWS OF 3/4" DIA BOLTS BEAM SIZE WEB PL CONNX DBL L CONNX W8, W10 2 2 W12 3 2 W14 3 3 W16 4 3 W18 5 4 W21 6 5 W 24 6 6 W27 7 7 W 30 8 7 W33 9 8 W36 10 8 NOTE: 1. ALL BOLTS SHALL MEET ASTM A325 2. AT ALL MOMENT CONNECTIONS USE A325F BOLTS TORQUED TO PROOF 3. THE BOLT SCHEDULE IS ALSO APPLICABLE FOR CASTELLATED & CELLULAR BEAMS e 1' 0" , 1� 1?2 z COLUMN SEE PLAN It �ICV� � % I SIN � PL. 1" W/ 4-1/2"0 HILTI PLAN VIEW BOLTS W/ 3" EMBED INTO EXIST. SLAB Q F'� NEW COLUMN SEE PLAN TOP \ &BOT./ 1/4l/ I I PL. 1 " W/ 4-1/2"0 H I LTI BOLTS W/ 3" EMBED INTO EXISTING EXIST. SLAB CONCRETE I SLAB I I I TOP OF EXISTING - - - - CONCRETE ELEV. I -/fi\--T--//T\\ T EXISTING ELEVATION VOID BOX 8 TYPICAL BASE PLATE DETAIL SCALE: 3/4"=1'-0" N 5830 Granite Pkwy Building 5, Suite 750 Plano, TX 75024 Phone: 972.292.7670 www.tska.com MONGHATE ___ ENGINEERING, INC. STRUCTURAL ENGINEERING CONSULTANTS DALLAS HOUSTON 3010 LBJ FWY. 5718 WESTHEIMER RD. SUITE 1200 SUITE 1000 DALLAS, TX 75234 HOUSTON, TX 77057 P 214.800.2388 P 713.255.3390 F 214.800.2389 F 713.255.3391 TX FIRM F-13326 MEI PROJECT NO. 268-01239 OF ]4 t� Ass?■ „M, MONCHATE '. 79994 ; al/12/2ou Project SOUTH LAKE EOC RELOCATION 600 STATE STREET SOUTHLAKE, TX 76092 Job No: 23-028.00 Owner THE CITY OF SOUTH LAKE, TEXAS REVISIONS REV DATE DESCRIPTION 09/13/2023 ISSUE FOR PERMIT 10/09/2023 CITY COMMENTS 2 01/12/2024 ARCH. COMMENTS Sheet Title FRAMING DETAILS Date: 09/13/2023 Sheet No: S501 16 19 23 25 27 29 i 17 SP ICES 30 32 33 Ll E I I OPEN- I I OPEN ABOVE L — — — — — — — — — I L — -- — — — — — — I L — — — — — — — — — 17 SP CES I I I I I 4 LOWER PARKING LE EEL I I I VEHICLE BAY < (T _ __ ---- ---- ---- -— — DRYING ROOM ]IIEW VID I 4 BAR SALLYPORT � > � - (FUTURE) _ 9S �� v> 2 SF ACES WORK AREA S - DRYING DRUG z - 4 SPf, d EV WP r lATE f A I I I I ^ IIIIIII did JI„IJI - �,BOVE I PI ENTRY TELE.1 ,� ELEC. - 91�FB90R-- TRAFIFIC STOR. I I - - - I DUI I INTAKq SEAR DECOR. SUPPLIES-INTnx- - IVESC - �', MaLE- - HOLDING MALE FEMALE MALE �� - MOTOR - �--sHow�R �� - � R-�� , - STOR. INDOOR j FEMALE u - - - -NJ _ I �< \HOLDING // ELEV./ - TRAFFIC STOR. --- M`�TA/LI�N,^�T. HOLDING " VIS. MECH K K - - - - - HOLDIN " 7 HOL . ------------L FEMALE „' IN''��AS. - - �v K +1 - - +iOLDING � _ -GAFF (DASHED LIE - 013ff -L MECHANICAL - - - - - - AS. UP — — — — — — — — — — — — MEN , OMEN ST. �-_r-�T-- - -Ir - -- ��---7—IF —IF \ K9 _ _ _ _,�._ �TAFF�SUSS. ,L ISOLJ"KSE ISSL./„ MALE „_ MALE AIR \ —' TLT. " PROP. " If JT. " " INT. " HOLD NG " HOLDING -- ii 1 1 ii ii , BOND. MAIN -- - S - TELE. TAT CAI P EMER, DEM. LEAN EQSTO. I I EXECUTIVE CONFER4NCE I UP ELEC. � P � BREAK02 ROOM I 04 -- EOC ' I tTROL O1 MAIN TELEJ BIKES/� E STO. � , UNIMPROVED T. STOR. HAM I SPACE COMPUTES I I 0 I us BLDG. , � � i I � UR MAINT.� BREAKOlLR00M FIRE sroR. 0 03 4- FILES RIS BAT. - W � � IIIIIII'n Ill lull Ill 4 � I • r G� I� ITISTOR L--------------------------05------- - I I I I I I I I 1 I A1.11 23' - 5 1 /2" 19' - 4 1 /2" 20' - 1 1 /2" 29' - 0" 22' - 2 1 /4" 25 27 29 30 32 33 !S; 5830 Granite Pkwy Building 5, Suite 750 Plano, TX 75024 Phone: 972.292.7670 www.tska.com THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF TATE SNYDER KIMSEY ARCHITECTS AND MAY NOT BE REPRODUCED OR USED FOR ANY PURPOSE WITHOUT THE ARCHITECTS WRITTEN CONSENT. AS INSTRUMENTS OF SERVICE, THESE DOCUMENTS ARE NOT FINAL AND READY FOR USE, AND THEREFORE NOT VALID, UNLESS THEY ARE SEALED, SIGNED AND DATED. Copyright, Ltd 2023 Consultant PLEASE RECYCLE Project SOUTH LAKE EOC RELOCATION 600 STATE STREET SOUTH LAKE, TX 76092 Job No: 23-028.00 Owner THE CITY OF SOUTH LAKE, TEXAS � L ti PERMIT SET — — REVISIONS REV DATE DESCRIPTION 1 01/19/2024 ASI-001 ti — — — — Sheet Title OVERALL LOWER LEVEL FLOOR PLAN Date: AUGUST 18, 2023 Sheet No: LOWER LEVEL - OVERALL FLOOR PLAN Al mOl SCALE: 1/16" = V-0" NORTH 0 0 27 GENERAL NOTES 1'- 3 1/2" 1 ALL DIMENSIONS ARE TAKEN FROM '�" FACE OF STUD, MASONRY, OR OPERABLE GLASS � 8 1/2". CONCRETE UNLESS NOTED �' '�- OTHERWISE. J-BEAD ,1' - 8 1/2". .+ WALL SYSTEM. REFER J-BEAD 5/8" TYPE X GYP 2 SEE STRUCTURAL, MECHANICAL, TO SPECIFICATIONS 6" 6" WALLBOARD FOR MORE PLUMBING, AND ELECTRICAL 6" CL 6„ INFORMATION HSS , �� _ . - — - nRA\Aiinir,q FnR AnniTinniA1 \A/nRK HSS ./ .�• • +{ / L 6X6X1/4,REFER TO STRUCTURAL TO STRUCTURAL i DRAWINGS ,. DRAWINGS O O N O O r SEE .�- PARTITION TYPES NOT SHOWN ON THIS DRAWING. 3 SEE A2.30 FOR PARTITION TYPES. 5830 Granite PkWy WALLS TO BE B-B6/i U.N.O. Building 5, Suite 750 �'^�O F�•i— 4 SEE A4.01 -A4.11 FOR ROOF PLANS. Plano, TX 75024 00 5 SEE A2.12 FOR WINDOW TYPES. Phone: 972.292.7670 6 REFER TO BUILDING WALL SECTIONS www.tska.com �O r� FOR WALL INFORMATION. 7 METAL WALL BACKING TO BE PROVIDED FOR ALL WALL MOUNTED EQUIPMENT. \ 8 ALSO SEE LIFE SAFETY AND MANUFACTURED OPERABLE GLASS ACCESSIBLE SIGNAGE PLAN FOR R RCS WALL SYSTEM. WALL SYSTEM. REFER SIGNAGE\ \GP J. e/ REFER TO TO SPECIFICATIONS 9 FURNITURE SHOWN FOR REFERENCE MANUFATURER'S NOTE -EXTEND FOR MORE NOTE -EXTEND INFORMATION ONLY. DINING SURFACES SHALL DRAWINGS FOR COLUMN FRAMING 5/8" GYP COLUMN FRAMING COMPLY WITH 1113-226.1 (OUTDOOR + MORE TO 10'-6" ABOVE WALLBOARD TO STRUCTURE AND INDOOR) INFORMATION FINISH FLOOR ABOVE 10 5% OF ALL WORK SURFACES SHALL ? 6 7 7MEET THE FLOOR, 3 PLAIN DETAIL B PLAIN DETAIL A C ET, AND ARANCES.. P USOTHE WORKEE T F 3 SCALE: 1" = 1'-0" 2 SCALE: 1" = V-0" SURFACE HEIGHT MUST BE BETWEEN 09 1 9/2027 28" - 34", SEE G1.00 THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF TATE SNYDER KIMSEY ARCHITECTS AND MAY NOT BE REPRODUCED 25 27 29 30 32 33 OR USED FOR ANY PURPOSE WITHOUT THE ARCHITECTS WRITTEN CONSENT. AS INSTRUMENTS OF SERVICE, THESE DOCUMENTS ARE NOT FINAL AND READY FOR USE, AND THEREFORE NOT VALID, UNLESS THEY ARE SEALED, SIGNED AND DATED. KEYNOTES Copyright, Ltd 2023 i I I 1 EXISTING WALL TO REMAIN. Consultant 2 EXISTING WALL TO REMAIN. ADD NEW _i GYP. BD. TO INTERIOR FACE OF STUDS TO CREATE A 1 HOUR WALL PER WALL TYPE 3 DEMO EXISTING WALL AT THIS N I LOCATION TO CREATE OPENING FOR NEW ENTRY - SEE DEMO PLAN L 4 NEW STUD WALL - SEE WALL TYPES FOR MORE INFORMATION \ I 6 MANUFACTURED WALL SYSTEM II II \ \ FURRING. REFER TO MANUFACTURE �� PLEASE RECYCLE DRAWINGS FOR MORE INFORMATION \ 7 MANUFACTURED WALL SYSTEM. REFER Project \ TO RE IN F INFORMATION 'S DRAWINGS FOR SOUTH LAKE EOC MORE INFORMATION SHADED AREA I I 8 OPERABLE GLASS WALL SYSTEM. REFER TO SPECIFICATIONS FOR MORE RELOCATION II NOT IN SCOPE INFORMATION l 0 DOOR NOTERGATED INTO VED SHELL CE - - - J - _ - - - n - n MANUFACTURED WALL SYSTEM - SEE _ - MANUFACTURER'S DRAWINGS FOR 600 STATE STREET MORE INFORMATION SOUTHLAKE, TX 76092 U P 1 11 WINDOW -SEE WINDOW TYPES ON 5'-5" 8'-1" 4'-6" 6'-0" 2'-6" 17'-9" SHEET A2.11 A-F16i �► ,r ,r ,► ,Ir I I 12 EXISTING DOOR TO BE MODIFIED. REVERSE SWING AND REVISE ACCESS Job No: 23-028.00 3 1 1 3 CONTROLS AND HARDWARE AS 3 2 REQUIRED. Owner A-F16i \ I I 13 MO MA UFACTUER'S DRAWINGS FOR THE II - f - 1' - 3 1/2" - I - - - THE CITY O F I _ -I "" MORE INFORMATION T i I 7A-F16i A-F16i 'v pp M6 -F16i c c A-F16i 12SOUTHLAKETEXAS 13 LU A-F16i C EXECUTIVE CONFERENCE t = \4\ I A-F16i I 04 - - 2 299 SF U F A1.11 C14 01------� 1 02 B C1 5 BREAK ROOM 02 A-X16i w 4 A5.01 6 6 \ 530 SF 3 I 4 1 EOC 7 3 i 8 01 n A-F16i N I% 1 A5.01 I 1598 SF 1A A-F161 o . �O i 1 � M c — — iv o I 02C 10 06 HAM 2A A8.01 ' g j3 12 A5.02 3 M 10 168 SF 00 2'- 3 1/2° A1.11 I r 14' - 6" T3A A-F16i • 4 4 N 1 = U T L A8.01 � � 13 � ., ., � I ISTOR A7.01 103 .. � V I �U , 05 A-X16i I 145 SF A-F1 i 6'-6" 7 BREAKOUT ROOM a 8 6 A- 16i 5A PERMIT SET 23A SF I -corn I M 4 6 9 ti 13 A-E01 to 6 N -E01 II 6 to I REVISIONS 8 nA5016 - - - - - - + A-F16i A-E01 I REV DATE DESCRIPTION F7 - - � � I 1 01/19/2024 ASI-001 � I I I J 2 4 A 5 2'- 11 3/8"� 4' - 4 1 /4" <( A7.01 22' -10 1/2" 3' - 2 1 /8" 17' - 10" Sheet Title L 23' - 5 1/2" 1, 19' - 4 1/2" 20' - 1 1/2" ., 29' - 0" / 22' - 2 1/4" LOWER LEVEL 114'-13/4" ENLARGED PLAN i 25 27 29 30 32 33 Date: AUGUST 18, 2023 Sheet No: LOWER LEVEL ENLARGED PLAN SCALE: 3/16" = V-0" Al ml I NORTH O O O 0 �T 25 i i 25 27 i t, 29 30 1 Y� 11 —I — — — - I� SHADED AREA NOT IN SCOPE —1 — — — - � L --F` � - - — � — — — �� II I 1 (32) 33 I -- - - - - ,;-- - -- - - , - - - , _ - - -_ - _U_ - - - - - _ - _ _ - - - - - - - - - - - - - - - - - - _ - - . -- - - - - - - - - - - - - - - - - - - - - 1 - - -_ -- - -- - - ----- -- _ -- - -- - - , - `i - - -- - - - - - -- - - - -_ - - - , - - _ I -_ - -- - - -_ -_ - -- - - - }: - -.- ___ -- - - , -- - - _ --_ - - - _ - _ - - - - - :.•: , - -. ...- - -- - - :- - I, - •. - - - - - - - -- - - - - - -- - - - - - -_ - _ - - - --- 4 - - - -- -- -- -- - - - - - - , - - 3 3 - ' FX =Gp—iG E ��tIV FFR1E1rC1: 1 - - 3 - - - - - j"_ - - - - -- - - -- , - - 4 - 9 - - - - - _ - - - - _ _ -- _ - - -_ - _ _ - - -_-_ - - -_ _-- -- _ -- - __ - J j' J. j : �; ' - -, - "- - 4. - -- - - - J; - - - - - - - - _ - ;� - I - - - - -'� ;_ - - - -- 3 - -- - i"--.' - - - - - -1 - - - A7.01 J: :J J`_, 01 -' �. - ,,, . - - . ,.. :,. `- :1 $REAK RE? , M:' - 4 Q- - - - - - _ - - - - A7.01 02 - - - - - . - °. - { _ }{' . �..- ! 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R ,.3 . ;,; I `F . 03 'I;- j - _ _ _ _._ - _. _ - _ -_. -._ - _.._ _ ,.n . r.. _ _ __ __ ___ __ ___ _ ___ ___ __ __ __ _ _ __ _ _ - -__ __, _ - -= --_ _ - ;-- - _ - _ - - -- --- - . y = i - - - - I - " - - - - I I - I - - - - " -I I - •- .. - , I . .. - .. 5 I I A7.01 2 I I A7.01 i i 27 29 1 A7.01 30 32 33 GENERAL NOTES 1 ALL CONSTRUCTION SHALL CONFORM TO THE CODES LISTED IN THE CODE SUMMARY. 2 ALL DIMENSIONS ARE TAKEN FROM GRIDLINES, FACE OF STUD, MASONRY OR CONCRETE UNLESS NOTED OTHERWISE. 3 REFER TO SHEET A2.01 FOR MATERIAL FINISHES. 5830 Granite Pkwy Building 5, Suite 750 Plano, TX 75024 Phone: 972.292.7670 www.tska.com KEYNOTES 1 EXISTING FLOORING TO REMAIN. PROTECT IN PLANCE DURNING CONSTRUCTION. PATCH AND REPAIR AS REQUIRED. 2 FLOORING TO MATCH EXISTING FLOORING. CONTINUE ANY PATTERN TO ENSURE A SEAMLESS TRANSISTION 3 DOOR THRESHOLD - SEE DOOR SCHEDULE FOR MORE INFORMATION 4 ELECTRICAL FLOOR BOX - REFER TO ELECTRICAL FOR MORE INFORMATION LEGEND F-1 CARPET TILES - F-2 SEALED CONCRETE ( ) (F-3) TO MATCH EXISTING CORRIDOR TILE FLOOR FINISH THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF TATE SNYDER KIMSEY ARCHITECTS AND MAY NOT BE REPRODUCED OR USED FOR ANY PURPOSE WITHOUT THE ARCHITECTS WRITTEN CONSENT. AS INSTRUMENTS OF SERVICE, THESE DOCUMENTS ARE NOT FINAL AND READY FOR USE, AND THEREFORE NOT VALID, UNLESS THEY ARE SEALED, SIGNED AND DATED. Copyright, Ltd 2023 Consultant t� PLEASE RECYCLE Project SOUTH LAKE EOC RELOCATION 600 STATE STREET SOUTHLAKE, TX 76092 Job No: 23-028.00 Owner THE CITY OF TH LAKE TEXA SOU S PERMIT SET REVISIONS REV DATE DESCRIPTION 1 01/19/2024 ASI-001 Sheet Title LOWER LEVEL FLOOR FINISH PLAN Date: AUGUST 18, 2023 Sheet No: LOWER LEVEL FLOOR FINISH PLAN SCALE: 3/16" = V-0" NORTH O O X.1 25 i 27 29 i V II � i I II o I I I — — — — 1 — — r I I I i 25 ME I I II I ,I I II I I� I I I II I SHADED AREA NOT IN SCOPE 30 i � 1 I I 3 2L= �; EOC 33 1 mcm P 0 1598SF F4 00 f I BREAK ROOM - 299 SF 02 530 SF II —II II —II II —II II —II II —II 1 ` r 1 1 TYP 06 168SF Al F=9 F=9 F=9 BREAKOUT ROOM Uc 237SF i i 27 29 32 IT/STOR 05 145 SF i ............ I I I 30 32 (33 GENERAL NOTES 1 ALL CONSTRUCTION SHALL CONFORM TO THE CODES LISTED IN THE CODE ANALYSIS. 2 INTERIOR FURNITURE SHOWN FOR REFERENCE ONLY, N.I.C. 3 EXTERIOR FURNITURE IS INCLUDED IN CONTRACT. REFER TO EQUIPEMT SCHEDULE AND LANDSCAPE DRAWINGS FOR SITE FURNISHINGS. 5830 Granite Pkwy 4 FURNITURE TO COMPLY WITH Building 5, Suite 750 ACCESSIBILITY DETAILS ON G1.01, Plano, TX 75024 U.N.O. Phone: 972.292.7670 www.tska.com KEYNOTES 1 WORK STATION - OFCI 2 TELEVISION LOCATION - OFCI 3 TACKBOARD - OFCI 4 MARKERBOARD -OFCI 5 VIDEO WALL - OFCI LEGEND �N, GP 6�sy w � ?6773 F 09/10/2027 THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF TATE SNYDER KIMSEY ARCHITECTS AND MAY NOT BE REPRODUCED OR USED FOR ANY PURPOSE WITHOUT THE ARCHITECTS WRITTEN CONSENT. AS INSTRUMENTS OF SERVICE, THESE DOCUMENTS ARE NOT FINAL AND READY FOR USE, AND THEREFORE NOT VALID, UNLESS THEY ARE SEALED, SIGNED AND DATED. Copyright, Ltd 2023 Consultant PLEASE RECYCLE Project SOUTH LAKE EOC RELOCATION 600 STATE STREET SOUTHLAKE, TX 76092 Job No: 23-028.00 Owner THE CITY OF SOUTH LAKE, TEXAS PERMIT SET REVISIONS REV DATE DESCRIPTION 1 01/19/2024 ASI-001 Sheet Title LOWER LEVEL FURNITURE PLAN Date: AUGUST 18, 2023 Sheet No: LOWER LEVEL FURNITURE PLAN SCALE: 3/16" = V-0" NORTH OL O ?�25 J 27 t MOTOR � � I MAINT. I — — I 0 I I � I II I OMEN ST. I I I T, 0R I I ------------ 77 I S TO R (29> UPPLIES FEMALE INTOXN HOLDINr% I G FEMALE 110LDING- JANO (STAFF TLTm 25 27 29 LOWER LEVEL SIGNAGE PLAN SCALE: 3/16" = 1'-0" 30 (32) 33 T; DUI Ili FEMALE SER HOW INTAKrm" -1 SEAR . ULUUNI __J IVESR%W TLT, � MALE OLDING MALE MALE t�_Ulll HOLDINGv I � F UTL F HR + HOLDING IN F DASHED LIIEZ _ _ cuo IOD� VIS. (SQL./ VEST. BUL./ MA4L MALE ITT. ' I NT, HONLDING HO�DING VA I I I 30 32 33 GENERAL NOTES 1 SEE SPECIFICATIONS FOR ADDITIONAL SIGNAGE REQUIREMENTS. 2 INTERNATIONAL SYMBOL PICTOGRAM 1 MUST BE PROVIDED AT ALL !3; ACCESSIBLE RESTROOMS. 3 SEE A2.52 FOR SIGNAGE TPES AND SCHEDULE. 4 VERIFY ALL SIGNAGE LOCATIONS AND ROOM NAMES OR ADDITIONAL 5830 Granite Pkwy SIGNAGE NOT SHOWN WITH OWNER Building 5, Suite 750 PRIOR TO FABRICATION Plano, TX 75024 Phone: 972.292.7670 www.tska.com THESE DRAWINGS AND SPECIFICATIONS ARE H THE PROPERTY OF TATE SNYDER KIMSEY ARCHITECTS AND MAY NOT BE REPRODUCED OR USED FOR ANY PURPOSE WITHOUT THE ARCHITECTS WRITTEN CONSENT. AS INSTRUMENTS OF SERVICE, THESE DOCUMENTS ARE NOT FINAL AND READY FOR USE, AND THEREFORE NOT VALID, UNLESS THEY ARE SEALED, SIGNED AND DATED. KEYNOTES Copyright, Ltd 2023 1 ROOM SIGNAGE - TO MATCH EXISTING BUILDING SIGNAGE - COORDINATE Consultant ROOM NAMES WITH OWNER PRIOR TO FABRICATION PLEASE RECYCLE Project SOUTH LAKE EOC RELOCATION 600 STATE STREET SOUTHLAKE, TX 76092 Job No: 23-028.00 Owner THE CITY OF SOUTH LAKE, TEXAS PERMIT SET REVISIONS REV DATE DESCRIPTION 1 01/19/2024 ASI-001 Sheet Title SIGNAGE PLAN Date: AUGUST 18, 2023 Sheet No: A2m51 25 26 27,) 28 29 is O i O O - 4 TYP O • . •. .� ACT-1 Y I. 2 A7.01 LOWER LEVEL CEILING PLAN SCALE: 3/16" = V-0" 30 31 32 IIIIIIAIIIIIIIIIIIIIIIIIIIYIIIIIII y�q SHADED AREA NOT IN SCOPE ECC 01 5 A7.01 — 6 TYP TYP 2 TYP 1 0 O O 1 1 A7.01 TYP i ITISTOR 05 � OPEN OPEN f J� 15' 8" I \I TYP II II __ II I II II II II II II I I II II — — — — — — — TYP 4 TYP 4 TYP 1 4 - T v EXE'.CUTIV/ CONFERENCE- 0 4 A7.1 HAM — 06 �3 GENERAL NOTES 1 ALL CEILING FLOOR HEIGHTS ARE TAKEN FROM FINISH FLOOR ELEVATIONS OF EACH ROOM 1 2 ALL GYPSUM BOARD CEILINGS TO BE !3; WHITE UNLESS OTHERWISE NOTED. 3 AT EXPOSED CEILING STRUCTURE, ALL EXPOSED STRUCTURE AND SUSPENDED DUCT WORK, PIPING & CONDUITS, & EQUIPMENT TO BE 5830 Granite Pkwy PAINTED. Building 5, Suite 750 4 ALL ACT CEILINGS AT 9' - 0" U.N.O. Plano, TX 75024 5 ALL GYP. CEILINGS AND BULKHEADS AT Phone: 972.292.7670 9' - 0" U.N.O. www.tska.com 22/12/2227 THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF TATE SNYDER KIMSEY ARCHITECTS AND MAY NOT BE REPRODUCED OR USED FOR ANY PURPOSE WITHOUT THE ARCHITECTS WRITTEN CONSENT. AS INSTRUMENTS OF SERVICE, THESE DOCUMENTS ARE NOT FINAL AND READY FOR USE, AND THEREFORE NOT VALID, UNLESS THEY ARE SEALED, SIGNED AND DATED. KEYNOTES Copyright, Ltd 2023 1 EXISTING STRUCTURAL JOISTS Consultant (CONTRACTOR TO FIELD VERIFY LOCATIONS) 2 MECHANICAL DUCT WORK AND DIFFUSERS - REFER TO MECHANICAL DRAWINGS FOR MORE INFORMATION 3 MECHANIICAL DIFFUSERS - REFER TO MECHANICAL DRAWINGS FOR MORE INFORMATION 4 LIGHT FIXTURES - REFER TO MECHANICAL DRAWINGS FOR MORE INFORMATION PLEASE RECYCLE 5 ELECTRICAL DROPS GRID SYSTEM - SEE DETAILS & REFER TO ELECTRICAL Project FOR MORE INFORMATION 6 EXISTING LIGHTING IN THIS AREA TO SOUTH LAKE EOC REMAIN OPERATIONAL 7 24"x24" SQ. CEILING TILE SYSTEM - SEE RELOCATION FINISH SCHEDULE AND DETAILS FOR MORE INFORMATION 8 EXIT LIGHT - REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION 600 STATE STREET SOUTHLAKE, TX 76092 Job No: 23-028.00 Owner THE CITY OF SOUTH LAKE, TEXAS LEGEND PAINTED GYPSUM BOARD ' 24x24 ACOUSTICAL CEILING TILE I WIRELESS ACCESS POINT Da SECURITY CAMERA El2' x 2' TROFFER LIGHT FIXTURE 2' x 4' TROFFER LIGHT FIXTURE O CIRCULAR PENDANT LIGHT FIXTURE PERMIT SET LINEAR PENDANT LIGHT FIXTURE LINEAR RECESSED REVISIONS LIGHT FIXTURE i REV DATE DESCRIPTION 1 10/24/2023 ADDENDUM 1 EXTERIOR LINEAR I 2 01/19/2024 ASI-001 ® PENDANT LIGHT FIXTURE SUSPENDED UTILITY LIGHT FIXTURE RECESSED CAN LIGHT FIXTURE TUBULAR SKYLIGHT O DIFFUSER Sheet Title DIFFUSER LOWER LEVEL AIR REGISTER RETURN REFLECTED CEILING AIR REGISTER ST PLAN O SPEAKER Date: AUGUST 18, 2023 MICROPHONE Sheet No: ® EXIT LIGHT A3m01 NORTH T 3' - 1 1/2" V.LF 1" GYP SHAFT LINER 4" CH STUDS 20 GA. 24" O.C. MAX EXISTING SUSPENDED ACOUSTICAL TILE SYSTEM, 10'AFF(V.I.F) -1 I: EXISTING 4" x 20 GA. 5/8" TYPE X GYPSUM STEELSTUDS BOARD 'x/0, EXISTING 5/8" GYPSUM ---------------------- BOARD, TYP. i----------------------- II�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIL P1r NEW SUSPENDED ACOUSTICAL TILE CONT. EDGE BEAD, TYP. SYSTEM,9' AFF(V.I.F) 7/8" PERIMETER SUPPORT / ANGLE W/ REVEAL, TYP. CONT. 3 5/8" x 20 GA. STEEL STUD TRACK, TYP. 5/8" TYPE X GYPSUM BOARD HSS 6X6X1/4,REFER TO STRUCTURAL DRAWINGS FIRE RATED, REFER TO PARTITION TYPES,EXTEND TO STRUCTURE ABOVE COLUMN BASE PLATE,REFER TO STRUCTURAL DRAWINGS COLUMN BASE ANCHOR,REFER TO STRUCTURAL DRAWINGS LOWER LEVEL 0" -III III III III III III III PRELUDE 15/16" ADJUSTABLE TRIM CLIP (BP7239) AXIOM VECTOR SUSPENSION SYSTEM (TRIM HEIGHT VARIES) 6" - AX6VESTR _ _ _ (SHOWN) < O O O O O O O > (gD (��D- / / WOODWORKS GRILLE TEGULAR CEILING SYSTEM EDGE DETAIL 3 SCALE: 1/2" = V-0" "RESTRAINED" "UN -RESTRAINED" PERIMETER SUPPORTING CLOSURE ANGLE 12 GA. HANGER WIRE TYP. SEISMIC CLIP (ACM7 SHOWN) N RUNNER TEE NOTE: SEISMIC CLIPS SHALL BE SIMILAR TO ACM7 SEISMIC CLIPS BY USG REF. ICC ESR-1222 2 CEILING DETAIL WITH SEISMIC CLIPS SCALE: 6" = V-0" 12 GA. HANGER WIRE TYP. COMPRESSION STRUT FASTENED TO THE STRUCTURE ABOVE WHERE REQUIRED IN ROOMS 1000 S.F. OR GREATER. NOTE: THESE HORIZONTAL RESTRAINT POINTS @ 12'4" MAX O.C. IN BOTH DIRECTIONS AND @ 6-0" MAX FROM EACH WALL 12 GA. BRACING WIRE @ 45 DEGREES VERTICALLY @ 2" MAX DISTANCE FROM STRUT, TYP. OF 4 LIGHTING FIXTURE MAIN RUNNER TEE CROSS RUNNERS TEE NOTE: SUSPENDED CEILING SYSTEM SHALL COMPLY WITH FLAME SPREAD INDEX REQUIREMENTS LISTED IN IBC CHAPTER 8 AND CISCA PER ASCE 7-05 SECTION 13.5.6.2.1. 5830 Granite Pkwy Building 5, Suite 750 Plano, TX 75024 Phone: 972.292.7670 www.tska.com THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF TATE SNYDER KIMSEY ARCHITECTS AND MAY NOT BE REPRODUCED OR USED FOR ANY PURPOSE WITHOUT THE ARCHITECTS WRITTEN CONSENT. AS INSTRUMENTS OF SERVICE, THESE DOCUMENTS ARE NOT FINAL AND READY FOR USE, AND THEREFORE NOT VALID, UNLESS THEY ARE SEALED, SIGNED AND DATED. Copyright, Ltd 2023 Consultant t,g PLEASE RECYCLE Project SOUTHLAKE EOC RELOCATION 600 STATE STREET SOUTHLAKE, TX 76092 Job No: 23-028.00 Owner THE CITY OF SOUTHLAKE, TEXAS PERMIT SET REVISIONS REV DATE DESCRIPTION 1 01/19/2024 ASI-001 Sheet Title CEILING DETAILS Date: AUGUST 18, 2023 Sheet No: 4 CEILING/SOFFIT DETAIL SCALE: 1 1/2" = V-0" SUSPENDED ACOUSTIC CEILING TILE DETAIL SCALE: 1/2" = V-0" A3ml I SOUTHLAKE PUBLIC WORKS CITY OF SOUTHLAKE PUBLIC WORKS DEPARTMENT CONTRACT CHANGE ORDER NO. 3 PROJECT NO.: 2022-81 CITY OF SOUTHLAKE Project No. 2022-81 DESCRIPTION: Southlake Emergency Operations Center Relocation Project TO: Gliden Industries You are hereby instructed to comply with the following changes from the Contract Plans and Specifications: SUMMARY OF CHANGES Description Change in Change in (Detailed Explanation Attached) Contract Price' Contract Time (Days) 1. Revised Scope of Work for Additional Stud $1,986.94 0 Wall and Stud and Track Replacement per Proposed Change Order #003 (attached) in response to RFI-015 and RFI-017 (attached). Net Change in Contract Price and Work Days $1,986.94 0 'Deduction or decrease in Contract Price is denoted in parentheses The following change is hereby made a part of the Contract Documents and shall be performed under the same terms and conditions as required by the original Contract Documents. Except as modified herein, the original Contract Documents and all prior amendments shall remain in full force and effect and all of the terms of the Contract Documents are hereby incorporated in this Change Order. SUMMARY OF ALL CHANGE ORDERS ORIGINAL CONTRACT AMOUNT.........................................$654,000.00 CCO01.......................................................................................$5,592.79 CCO02.....................................................................................$16,755.52 CCO03.......................................................................................$1,986.94 TOTAL..................................................................................... $678,335.25 SUMMARY OF CONTRACT CONSECUTIVE CALENDAR DAYS FIRST DAY OF WORK: ............................................................ 01/02/2024 CONTRACT CONSECUTIVE CALENDAR DAYS: ............................... 118 TIME EXTENSION: CCO 1......................................................................0 TIME EXTENSION: CCO 2......................................................................0 TIME EXTENSION: CCO 3......................................................................0 NEW TOTAL WORKING DAYS: ........................................................... 118 LAST DAY OF WORK: .............................................................. 04/29/2024 CITY OF SOUTHLAKE SOUTHLAK Project No. 2022-81 PUBLIC WORKS Vill CHANGE ORDER DETAIL Change Order No.: 3 Project No.: 2022-81 Description: Southlake Emergency Operations Center Relocation Project The changes or interpretations described and noted herein are hereby authorized. The signed original of this order is on file in the Department of Public Works. Shown as separate paragraphs: (A) Reason for Change; (B) Description of Change; (C) Change in Contract Costs; and (D) Change in Completion Date. Item No. 1: Revised Scope of Work for Additional Stud Wall and Stud and Track Replacement per Proposed Change Order #003 (attached) A. Reason for Chanae: Contractor issued RFI #015 & #017 regarding clarifications on the furring out along the South wall of the EOC space. The existing plans required clarification for the EOC space. Clarification was required for the main EOC space and the IT/storage room because the existing South wall was not plumb. B. Description of Chanae: See Proposed Change Order #003 (attached) C. Change in Contract Cost: Add $1,986.94 D. Change in Completion Date: Add 0 Calendar Days SIGNATURE PAGE TO FOLLOW: -�j SOUTHLAKE PUBLIC WORKS CITY OF SOUTHLAKE Project No. 2022-81 The original Contract Price was $654,000.00. Contract Change Order No. 1 increased the Contract Price by $5,592.79. Contract Change Order No. 2 increased the Contract Price by $16,755.52. Contract Change Order No. 3 increased the Contract Price by $1,986.92.The new Contract Price will be $678,335.25, resulting in an increase of approximately 3.72% to the original Contract. The original Contract Time of 118 consecutive calendar days was extended by 0 calendar days per Change Order No. 1, 0 calendar days per Change Order No. 2, and 0 calendar days per Change Order No. 3. The last contract Working Day is now April 29, 2024. Ordered: Date: February 27, 2024 Project Manager Acceptance by the Contractor: This Change Order is in full compromise and settlement of all adjustments to Contract Time and Contract Price, and compensation for any and all delay, extended or additional field and home office overhead, disruption, acceleration, inefficiencies, lost labor or equipment productivity, differing site conditions, construction interferences and other extraordinary or consequential damages (hereinafter called "Impacts"), including any ripple or cumulative effect of these Impacts on the overall Work under the Contract arising directly or indirectly from the performance of Work described in this Change Order. By execution of this Change Order, the Contractor agrees that this Change Order constitutes a complete accord and satisfaction with respect to all claims for schedule extension, Impacts, or any costs of any nature, character or kind arising out of or incidental to this Change Order. Name: Date: February 27, 2024 Title: Manager ti k n � I s 5 tin u s r tZt�" 780 N. Watters Rd. STE 110 Allen, TX 75013 Phone: (469)795-9900 Project# 11193 1 Date: 1 /29/2024 1 PO#: CO Name: Existing South Concrete Wall Proposed Change Order #3 lContractor: Gliden Industries lowner: City of Southlake Address: 1400 Main Street City, State Zip: Southlake, Texas 76092 1 Phone: 817-748-8216 JProject: Southlake EOC THE PROPOSED CHANGE ORDER INCLUDES THE FOLLOWING: Description of Work All work in response to RFI-015 & RFI-017. Work for RFI-015 includes adding a stud wall at breakout room with 1-5/8" studs and track. Work for RFI-017 includes replacing the 7/8" hat channel with 1-5/8" studs and track. Framing/Dryall Labor (breakout attached) $ 576.90 Materials (breakout attached) $ 1,069.49 OH/P $ 164.64 Overhead/Ins/Bnd Superintendent $ - P&P Bond Cl $ 60.00 GL Ins $ 16.30 EL Ins $ 9.06 Contractors Fee 5% $ 90.55 Total of Work Specified $ 1,986.94 Exclusions: NOT VALID UNTIL SIGNED BY CONTRACTOR AND OWNER Accepted By: / 1 /29/24 �2/22/24 ?-4,r lustries Date Representative, TSK Date Representative, City of Southlake Date V VADE NS;nc, ACOUSTICS & DRYWALL To: GLIDEN INDUSTRIES, LLC Description: 1 5/8" Furring to cover plan south wall. Labor ACOUSTICAL CAULKING INTERIOR LAYOUT INTERIOR FRAMING INTERIOR HANGING Drywall Trim Material 1 5/8" STUD 1 1/4" FLANGE (19 MIL)EQ 1 5/8" TRACK 1 1/4" LEG (19 MIL)EQ HILTI SC 506 sealent light sound caulking 2305383 5/8" TYPE "X" Drywall X58 1 1/4" DRYWALL SCREW ZINC CORNER BEAD 1-1/4" AUTHORIZED BY: ON BEHALF OF: GLIDEN INDUSTRIES, LLC PROJECT MANAGER: Taylor Vaden ESTIMATOR: Marty W. Vaden Page 1 of 1 REQUEST FOR CHANGE ORDER Ref.# COR-00002 External/RCO# GC Ref# Date Jan 24, 2024 Job # D23-0059 Project: Southlake EOC Relocation 600 State ST Southlake, TX 76092 Total Labor $576.90 Total Material $1,069.49 Labor Total: Material Total: Sub Trade Total: Cleanup Total: Equipment Total: Misc. Total: Sub Total: Mark Up: Total: $576.90 $1,069.49 $0.00 $0.00 $0.00 $0.00 $1,646.39 $164.64 10.00% $1,811.03 8795 Harmon Road, Fort Worth, TX 76177 Run on: January 24, 2024 4:25 PM T 817.847.8822 F 817.847.5999 Project: Southlake EOC Relocation RFI Title: RFI-015 - Concrete Wall Furrout Request for Information RFI Description RFI #: 015 Submission Date: 1/11/2024 Due Date: Project # 1193 Drawing A1.11 keynote 6 calls for the South wall of the EOC space to be furred out with a manufactured wall system. Detail 2 on drawing A7.01 shows the South wall in the Breakout Room to have a manufactured wall system 10' high up to the acoustical ceiling, and the wall staying exposed concrete above ceiling. Drawing A3.01- Lower Level Reflected Ceiling Plan shows a wall furrout for the South wall of the Breakout Room above ceiling, and another wall furrout approxiamately 1'-6" off of the existing concrete wall. Please advise. Attachments: Sheet#: A1.11, A7.01, A3.01 Submitted By: Zack Johnson Specification #: Date: 1/11/2024 RFI Response The existing concrete wall must receive thermal insulation. The DIRTT wall will be offset from the thermally insulating construction to conceal the existing piping in that location. The thermal insulation extends the full height of the existing concrete wall. The DIRTT wall system extends to 10' above finish floor and terminates at the new ACT ceiling system. The drawings being referenced appear to be incorrect. Please make sure the Permit Set of documents is being utilized. See the Conformed Set of documents uploaded earlier to day for confirmation. Attachments: Response By: Catherine A Wilson Date: 01/11/24 O O - OL - M ®R Im 0 N M �25 27) 29) 30�32 i 3 11 y II I II I I I I — I II o I I I I i I I I I I J I - U P � 5'-5" A-F16i I I I 21111 6 A-1`16i C--- --� 4 I _ 1 02 B BREAK ROOM 02 532 SF 3 I - 2 A7.01 u " •a 03 BREAKOUT ROOM 03 9 27q SF 7 — — — I — — — — _7 A-F16iv ih i I I I I L - _ J rtl— -FF--�� - SHADED AREA NOT IN SCOPE u EOC 01 1602 SF I 1 2 A5.02 3 I 4 I I 5 A7.01 23' - 5 1 /2" 19' - 4 1 /2" L 25 27 29 F_ I I 4'-6" 6'-0" 2'-6" 17'-9" L L 3 QJ 0 A-F16i c o I $ A-F16i EXCUTIVE CONFERENCE 04 CE 342 SF A-F1LA -6 i 5 0 01 4 A5.01 6 6 1 4 I 11 I 3 A-F16i 4 _7 A-F16i A7.01 - � I LL6�� HAM A-F-U10 139 SF = - 1 A-F16i A7.01 13 - ITIS OR A-X16i 05 13a SF I A- 16i 5A C? 13 4 A-E01 m 6 A-E 1 6 I / A-1`16i -_ 2'- 9 5/8"� I 4' - 4 1 /4" 23' - 0 5/8" 3'- 1 3/4" 17' - 10" 20' - 1 1 /2" y 29' - 0" 22' - 2 1 /4" -I 114' - 1 3/4" 30 32 I -I 33 GENERAL NOTES 1 ALL DIMENSIONS ARE TAKEN FROM FACE OF STUD, MASONRY, OR CONCRETE UNLESS NOTED OTHERWISE. 2 SEE STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR ADDITIONAL WORK NOT SHOWN ON THIS DRAWING. 3 SEE A2.30 FOR PARTITION TYPES. 5830 Granite PkWy WALLS TO BE B-B6/i U.N.O. Building 5, Suite 750 4 SEE A4.01 - A4.11 FOR ROOF PLANS. Plano, TX 75024 5 SEE A2.12 FOR WINDOW TYPES. Phone: 972.292.7670 6 REFER TO BUILDING WALL SECTIONS wwW.tska.com FOR WALL INFORMATION. 7 METAL WALL BACKING TO BE PROVIDED FOR ALL WALL MOUNTED EQUIPMENT. 8 ALSO SEE LIFE SAFETY AND ACCESSIBLE SIGNAGE PLAN FOR R R y SIGNAGE J 6� 9 FURNITURE SHOWN FOR REFERENCE \C,P ONLY. DINING SURFACES SHALL COMPLY WITH 11 B-226.1 (OUTDOOR AND INDOOR) 10 5% OF ALL WORK SURFACES SHALL 26 71 3 Q MEET THE FLOOR, TOE, AND KNEE T CLEARANCES. PLUS THE WORK F SURFACE HEIGHT MUST BE BETWEEN 09/1 9/2023 28" - 34", SEE G1.00 THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF TATE SNYDER KIMSEY ARCHITECTS AND MAY NOT BE REPRODUCED OR USED FOR ANY PURPOSE WITHOUT THE ARCHITECTS WRITTEN CONSENT. AS INSTRUMENTS OF SERVICE, THESE DOCUMENTS ARE NOT FINAL AND READY FOR USE, AND THEREFORE NOT VALID, UNLESS THEY ARE SEALED, SIGNED AND DATED. KEYNOTES Copyright, Ltd 2023 1 EXISTING WALL TO REMAIN. Consultant 2 EXISTING WALL TO REMAIN. ADD NEW GYP. BD. TO INTERIOR OF WALL TO CREATE A 1 HOUR WALL PER WALL TYPE 3 DEMO EXISTING WALL AT THIS LOCATION TO CREATE OPENING FOR NEW ENTRY - SEE DEMO PLAN 4 NEW STUD WALL - SEE WALL TYPES FOR MORE INFORMATION 6 MANUFACTURED WALL SYSTEM PLEASE RECYCLE FURRING. REFER TO MANUFACTURE DRAWINGS FOR MORE INFORMATION 7 MANUFACTURED WALL SYSTEM. Project REFER TO MANUFATURE DRAWINGS SOUTH LAKE EOC FOR MORE INFORMATION 8 MANUFACTURED OPERABLE GLASS WALL SYSTEM. REFER TO RELOCATION MANUFATURE DRAWINGS FOR MORE INFORMATION 9 UNIMPROVED SHELL SPACE 10 DOOR INTERRINTO MANUFACTUREDED WALL SYSTEM -SEE 600 STATE STREET MANUFACTURE DRAWINGS FOR MORE INFORMATION SOUTHLAKE, TX 76092 11 WINDOW - SEE WINDOW TYPES ON SHEET A2.11 12 EXISTING DOOR TO BE MODIFIED. Job No: 23-028.00 REVERSE SWING AND REVISE ACCESS CONTROLS AS REQUIRED. Owner 13 MILLWORK BY MANUFACTURE. rEFER TO WALL MANUF. DRAWINGS FOR THE CITY OF MORE INFORMATION SOUTH LAKE, TEXAS PERMIT SET REVISIONS REV DATE DESCRIPTION Sheet Title LOWER LEVEL ENLARGED PLAN Date: AUGUST 18, 2023 Sheet No: LOWER LEVEL ENLARGED PLAN SCALE: 3/16" = V-0" NORTH OX. MAIN LEVEL -a 16'-0" \ A-E01 ,a 7 .Q d 4 a n 4 g; n 4 LOWER LEVEL 0" \ 5 Section 'I SCALE: 1/2" = V-0" N 0 0 4 4 WALL SECTION 2 SCALE: 1/2" = V-0" MAIN LEVEL 16'-0" \ LOWER LEVEL o" \ 27 ) i CY i '9D A-X16i //(:�D -10 3 WALL SECTION 1 SCALE: 1/2" = V-0" MAIN LEVEL 16'-0" \ Y(x-D1 ()(CS) 25 (26 27 28 29 30 31 32 4 2 A7.01 1 BUILDING SECTION 1 SCALE: 3/16" = V-0" 1 I I I 4 I A7.01 I I I _ __�_ I_ I 6 �. • - 7 MAIN LEVEL 16'-0" \ LOWER LEVEL 0" \ GENERAL NOTES 3 REFER TO FLOOR PLAN FOR WALL TYPES. 4 PAINT ALL EXPOSED INTERIOR AND EXTERIOR STRUCTURAL STEEL. SEE FINISH SCHEDULE AND ELEVATIONS. 5 REFER TO FINISH SCHEDULE FOR FLOOR, WALL, AND CEILING FINISHES. 6 SEE ELEVATIONS FOR COLOR / TEXTURE. 7 PROVIDE APPROPRIATE FIRE STOPPING AT ALL FIRE -RATED PARTITIONS. 8 ALL PENETRATIONS THROUGH WALLS WITH SOUND INSULATION SHALL BE SEALED WITH ACCOUSTICAL INSULATION AND SEALANT. KEYNOTES 1 PRE-MAUF. WALL - REFER TO MANUF. DRAWINGS FOR MORE INFORMATION 2 EXISTING WALL - FIELD VERIFY 3 CEILING - SEE REF. CEILING PLAN 4 EXISTING FLOOR SLAB 5 EXISTING STRUCTURAL BEAMS 6 HVAC DUCTWORK - REFER TO MECH. DRAWINGS FOR MORE INFORMATION 7 METAL STUD WALL - SEE FLOOR PLAN FOR WALL TYPES 8 OPERABLE PARTITION - REFER TO MANUF. DRAWINGS FOR MORE INFORMATION 9 NEW STRUCTURAL BEAM W/ HANGERS TO SUPPORT OPERABLE PARTITION 5830 Granite Pkwy Building 5, Suite 750 Plano, TX 75024 Phone: 972.292.7670 www.tska.com THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF TATE SNYDER KIMSEY ARCHITECTS AND MAY NOT BE REPRODUCED OR USED FOR ANY PURPOSE WITHOUT THE ARCHITECTS WRITTEN CONSENT. AS INSTRUMENTS OF SERVICE, THESE DOCUMENTS ARE NOT FINAL AND READY FOR USE, AND THEREFORE NOT VALID, UNLESS THEY ARE SEALED, SIGNED AND DATED. Copyright, Ltd 2023 Consultant PLEASE RECYCLE Project SOUTH LAKE EOC RELOCATION 600 STATE STREET SOUTH LAKE, TX 76092 Job No: 23-028.00 Owner THE CITY OF SOUTH LAKE, TEXAS PERMIT SET REVISIONS I REV DATE DESCRIPTION Sheet Title BUILDING AND WALL SECTIONS Date: AUGUST 18, 2023 Sheet No: A7m01 25 26 27'; 28 (29)30 �31� 32 (33) SHADED AREA NOT IN SCOPE C \ O r r` O� OrOr r �. TYP � -� --- I 4 ACT-1 10'-0" ii I I A7.01 LOWER LEVEL CEILING PLAN SCALE: 3/16" = V-0" i I I IF-11 I � r ACT-' A ><A 91-01, TYP 7T TYP / 4 I 4 A7.01 TYP 2 OPEN TYP u� TYP 2 TYP 1 1 A7.01 IT/STOR 05 r� 15' - 8„ TYP ' \-4 GENERAL NOTES 1 ALL CEILING FLOOR HEIGHTS ARE TAKEN FROM FINISH FLOOR ELEVATIONS OF EACH ROOM I 2 ALL GYPSUM BOARD CEILINGS TO BE !S; WHITE UNLESS OTHERWISE NOTED. 3 AT EXPOSED CEILING STRUCTURE, ALL EXPOSED STRUCTURE AND SUSPENDED DUCT WORK, PIPING & CONDUITS, & EQUIPMENT TO BE 5830 Granite Pkwy PAINTED. Building 5, Suite 750 4 ALL ACT CEILINGS AT 9' - 0" U.N.O. Plano, TX 75024 5 ALL GYP. CEILINGS AND BULKHEADS AT Phone: 972.292.7670 9' - 0" U.N.O. www.tska.com �67V;5 F — 08/18/2023 THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF TATE SNYDER KIMSEY ARCHITECTS AND MAY NOT BE REPRODUCED OR USED FOR ANY PURPOSE WITHOUT THE ARCHITECTS WRITTEN CONSENT. AS INSTRUMENTS OF SERVICE, THESE — DOCUMENTS ARE NOT FINAL AND READY FOR USE, AND THEREFORE NOT VALID, UNLESS THEY ARE SEALED, SIGNED AND DATED. KEYNOTES Copyright, Ltd 2023 1 EXISTING STRUCTURAL JOISTS Consultant (CONTRACTOR TO FIELD VERIFY LOCATIONS) 2 MECHANICAL DUCT WORK AND DIFFUSERS - REFER TO MECHANICAL — DRAWINGS FOR MORE INFORMATION 3 MECHANIICAL DIFFUSERS - REFER TO MECHANICAL DRAWINGS FOR MORE INFORMATION 4 LIGHT FIXTURES - REFER TO MECHANICAL DRAWINGS FOR MORE INFORMATION �� PLEASE RECYCLE 5 ELECTRICAL DROPS GRID SYSTEM - SEE DETAILS & REFER TO ELECTRICAL Project — 6 FOR MORE INFORMATION EXISTING LIGHTING IN THIS AREA TO SOUTH LAKE EOC REMAIN OPERATIONAL 7 24"x24" SQ. CEILING TILE SYSTEM - SEE RELOCATION FINISH SCHEDULE AND DETAILS FOR MORE INFORMATION 8 EXIT LIGHT - REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION 600 STATE STREET SOUTH LAKE, TX 76092 Job No: 23-028.00 Owner THE CITY OF SOUTH LAKE, TEXAS LEGEND PAINTED GYPSUM BOARD ' 24x24 ACOUSTICAL CEILING TILE WIRELESS ACCESS POINT Da SECURITY CAMERA 2' x 2' TROFFER LIGHT FIXTURE 2' x 4' TROFFER LIGHT FIXTURE O CIRCULAR PENDANT LIGHT FIXTURE PERMIT SET LINEAR PENDANT LIGHT FIXTURE LINEAR RECESSED REVISIONS LIGHT FIXTURE REV DATE DESCRIPTION 1 10/24/2023 ADDENDUM 1 EXTERIOR LINEAR ® PENDANT LIGHT FIXTURE SUSPENDED UTILITY LIGHT FIXTURE RECESSED CAN 0 LIGHT FIXTURE TUBULAR SKYLIGHT DIFFUSER Sheet Title 7z DIFFUSER USERY LOWER LEVEL AIR GIST R RETURN REFLECTED CEILING AIR REGISTER ST PLAN O SPEAKER Date: AUGUST 18, 2023 O MICROPHONE Sheet No: ® EXIT LIGHT A3m01 NORTH Request for Information RFI #: 017 Submission Date: 1/11/2024 Due Date: Project # 1193 Project: Southlake EOC Relocation RFI Title: RFI-017 - Existing South Wall Framing RFI Description Drawing A1.11 calls for the South wall in the IT room to be partion type A-E01. Partition A-E01 calls for a 7/8" hat channel at 24" O.C. connnected directly to the existing concrete wall. Detail 5 on drawing A7.01 calls for the South wall in the EOC area to be pre -manufactured walls up to 10' high and then be furred out with partion type A-E01 to deck. The exisiting concrete wall on the South side of the shell space is not square throughout and is bowed out in multiple areas. There is also a CMU wall resting on top of the concrete wall, and the CMU wall does not run on same plane/plumb with the concrete wall below. The concrete wall on the East end of the shell space in the IT room sticks out approximately 1" from the face of the CMU wall, and on the West end of the shell space in the Breakout Room the CMU wall sticks out approximately 3/4" from the face of the concrete wall. Attaching hat channel directly to the concrete/CMU walls will lead to many bulges in the wall finishes. Please confirm the 7/8" hat channel is to be installed directly to the concrete and CMU walls as shown in the contract documents. Attachments: Pictures, Sketch Sheet#: A1.11, A7.01 Submitted By: Zack Johnson Specification #: Date: 1/11/2024 RFI Response Per discussion on site in OAC meeting on 01/23/2024, the use of 1" alternate framing with shim is acceptable in the EOC main area. The use of 1" alternate framing without shim is acceptable in the IT room and the Breakout room. The drywall assembly on the south wall of the Breakout room will be hidden by the DIRTT wall system and the ACT ceiling. The drywall assembly in the IT room will not be highly visible and therefore being plumb is not critical to the aesthetics. Shims should be used to plumb the drywall assembly which will be highly visible in the open area of the EOC (south wall). Attachments: Response By: Catherine A Wilson Date: 01 /23/2024 O O - - ,r T N b � V II 1 � I I L - _ J ' I I II o I II I I I I I I , I I I I I - UP � 5'-5" A-1`16i I I� c A-F16i � A-1`16iv I 6 A-1`16i C--- --: 4 C--- --� 1 02 B BREAK ROOM 02 532 SF I 3 I _ - 2 A7.01 N 1 A5.01 c ' 13 M--- 02C 10 o i 2 m 03 I BREAKOUT ROOM a� 8 c, 03 ' 27q SF � 60 6 9 10 I 8 A5.01 �- ----� r 7 6 I Y <( I 2 I A7.01 23' - 5 1 /2" 19' - 4 1 /2" 25 27 29 LOWER LEVEL ENLARGED PLAN SCALE: 3/16" = V-0" 30 �32 I I I P II I JJ �� I I \ I SHADED AREA NOT IN SCOPE I I I II I I I � 1 4'-6" 6'-0" 2'-6" 17'-9" 2 I 3 Le I Q — 0 o m 6 A-1`16i c _ o I � A-F16i EXCUTIVE CONFERENCE 04 342 SF A-F16i 6 N A-X16i 5 0 01 4 A5.01 6 6 1 4 I 11 I EOC 3 A-F16i 01 4 A-F16i 1602 SF A7.01 - I 1 -I � � - r� 06 A5.02 3 -- — - — - —- HAM = A-F16i LO I 10 06 4 0 139 SF �I A-F16i 13 ITIS OR A-X16i 05 13a SF I °' 13 41 A-E01 A-E 1 A -EC 1 1 I� J i 5 I 2'- 9 5/8"� I 4' - 4 1 /4" A7.01 23' - 0 5/8" 3'- 1 3/4" 17' - 10" 20' - 1 1 /2" 1 29' - 0" 22' - 2 1 /4" 114' - 1 3/4" 30 32 33 GENERAL NOTES 1 ALL DIMENSIONS ARE TAKEN FROM FACE OF STUD, MASONRY, OR CONCRETE UNLESS NOTED OTHERWISE. 2 SEE STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR ADDITIONAL WORK NOT SHOWN ON THIS DRAWING. 3 SEE A2.30 FOR PARTITION TYPES. 5830 Granite PkWy WALLS TO BE B-B6/i U.N.O. Building 5, Suite 750 4 SEE A4.01 - A4.11 FOR ROOF PLANS. Plano, TX 75024 5 SEE A2.12 FOR WINDOW TYPES. Phone: 972.292.7670 6 REFER TO BUILDING WALL SECTIONS www.tska.com FOR WALL INFORMATION. 7 METAL WALL BACKING TO BE PROVIDED FOR ALL WALL MOUNTED EQUIPMENT. 8 ALSO SEE LIFE SAFETY AND R R ACCESSIBLE SIGNAGE PLAN FOR y SIGNAGE 9 FURNITURE SHOWN FOR REFERENCE ONLY. DINING SURFACES SHALL COMPLY WITH 11 B-226.1 (OUTDOOR AND INDOOR) 10 5% OF ALL WORK SURFACES SHALL 26 71 3 MEET THE FLOOR, TOE, AND KNEE T CLEARANCES. PLUS THE WORK F SURFACE HEIGHT MUST BE BETWEEN 09/1 9 /2023 28" - 34", SEE G1.00 THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF TATE SNYDER KIMSEY ARCHITECTS AND MAY NOT BE REPRODUCED OR USED FOR ANY PURPOSE WITHOUT THE ARCHITECTS WRITTEN CONSENT. AS INSTRUMENTS OF SERVICE, THESE DOCUMENTS ARE NOT FINAL AND READY FOR USE, AND THEREFORE NOT VALID, UNLESS THEY ARE SEALED, SIGNED AND DATED. KEYNOTES Copyright, Ltd 2023 1 EXISTING WALL TO REMAIN. Consultant 2 EXISTING WALL TO REMAIN. ADD NEW GYP. BD. TO INTERIOR OF WALL TO CREATE A 1 HOUR WALL PER WALL TYPE 3 DEMO EXISTING WALL AT THIS LOCATION TO CREATE OPENING FOR NEW ENTRY - SEE DEMO PLAN 4 NEW STUD WALL - SEE WALL TYPES FOR MORE INFORMATION 6 MANUFACTURED WALL SYSTEM PLEASE RECYCLE FURRING. REFER TO MANUFACTURE DRAWINGS FOR MORE INFORMATION 7 MANUFACTURED WALL SYSTEM. Project REFER TO MANUFATURE DRAWINGS SOUTH LAKE EOC FOR MORE INFORMATION 8 MANUFACTURED OPERABLE GLASS WALL SYSTEM. REFER TO RELOCATION MANUFATURE DRAWINGS FOR MORE INFORMATION 9 UNIMPROVED SHELL SPACE 10 DOOR INTERRINTO MANUFACTUREDED WALL SYSTEM -SEE 600 STATE STREET MANUFACTURE DRAWINGS FOR MORE INFORMATION SOUTHLAKE, TX 76092 11 WINDOW - SEE WINDOW TYPES ON SHEET A2.11 12 EXISTING DOOR TO BE MODIFIED. Job No: 23-028.00 REVERSE SWING AND REVISE ACCESS CONTROLS AS REQUIRED. Owner 13 MILLWORK BY MANUFACTURE. rEFER TO WALL MANUF. DRAWINGS FOR THE CITY OF MORE INFORMATION SOUTH LAKE, TEXAS PERMIT SET REVISIONS REV DATE DESCRIPTION Sheet Title LOWER LEVEL ENLARGED PLAN Date: AUGUST 18, 2023 Sheet No: Almll NORTH OX. L� . e 4 a � ; d..r — dp -- 1 4 g; 4 LOWER LEVEL 01, 5 Section 'I SCALE: 1/2" = 1'-0" N 0 0 4 r 4 4 WALL SECTION 2 SCALE: 1/2" = V-0" MAIN LEVEL 16'-0" LOWER LEVEL 3 WALL SECTION 1 SCALE: 1/2" = 1'-0" MAIN LEVEL 16'-0" LOWER LEVEL 0" (Y OX. )-1 1 A7.01 4 I I I C) C O 2 BUILDING SECTION 2 SCALE: 3/16" = V-0" 25 (26) (27 I 28��2� 30) 31 (3� 4 2 A7.01 1 BUILDING SECTION 1 SCALE: 3/16" = 1'-0" 03 A7.01 Ii 1 � A7.01 5 � © EE _-�- +1_ I 7 i 1 � 7 ._J GENERAL NOTES 3 REFER TO FLOOR PLAN FOR WALL TYPES. 4 PAINT ALL EXPOSED INTERIOR AND EXTERIOR STRUCTURAL STEEL. SEE FINISH SCHEDULE AND ELEVATIONS. 5 REFER TO FINISH SCHEDULE FOR FLOOR, WALL, AND CEILING FINISHES. 6 SEE ELEVATIONS FOR COLOR / TEXTURE. 5830 Granite PkWy 7 PROVIDE APPROPRIATE FIRE Building 5, Suite 750 STOPPING AT ALL FIRE -RATED Plano, TX 75024 PARTITIONS. Phone: 972.292.7670 8 ALL PENETRATIONS THROUGH WALLS WWW.tska.com WITH SOUND INSULATION SHALL BE SEALED WITH ACCOUSTICAL INSULATION AND SEALANT. F � 09/19/2027 THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF TATE SNYDER KIMSEY ARCHITECTS AND MAY NOT BE REPRODUCED OR USED FOR ANY PURPOSE WITHOUT THE ARCHITECTS WRITTEN CONSENT. AS INSTRUMENTS OF SERVICE, THESE DOCUMENTS ARE NOT FINAL AND READY FOR USE, AND THEREFORE NOT VALID, UNLESS )(CS) THEY ARE SEALED, SIGNED AND DATED. KEYNOTES Copyright, Ltd 2023 1 PRE-MAUF. WALL - REFER TO MANUF. DRAWINGS FOR MORE INFORMATION Consultant 2 EXISTING WALL - FIELD VERIFY 3 CEILING - SEE REF. CEILING PLAN 4 EXISTING FLOOR SLAB 5 EXISTING STRUCTURAL BEAMS 6 HVAC DUCTWORK - REFER TO MECH. DRAWINGS FOR MORE INFORMATION 7 METAL STUD WALL - SEE FLOOR PLAN MAIN LEVEL FOR WALL TYPES 16' - 0" 8 OPERABLE PARTITION - REFER TO PLEASE RECYCLE C MANUF. DRAWINGS FOR MORE C� INFORMATION Project 9 NEW STRUCTURAL BEAM HANGERS SOUTH LAKE EOC TO SUPPORT OPERABLE PARTITION RELOCATION 3 600 STATE STREET SOUTHLAKE, TX 76092 Job No: 23-028.00 LOWER LEVEL 0" Owner THE CITY OF SOUTH LAKE, TEXAS PERMIT SET MAIN LEVEL 16'-0" REVISIONS I REV DATE DESCRIPTION Sheet Title LOWER LEVEL BUILDING AND WA L L SECTIONS Date: AUGUST 18, 2023 Sheet No: CMU out 3/4" po Olmr k �e i i L Ad I , ,EW 1 LI d. r I1" out of plane in 5' f / f• SOUTHLAKE PUBLIC WORKS CITY OF SOUTHLAKE PUBLIC WORKS DEPARTMENT CONTRACT CHANGE ORDER NO. 4 PROJECT NO.: 2022-81 CITY OF SOUTHLAKE Project No. 2022-81 DESCRIPTION: Southlake Emergency Operations Center Relocation Project TO: Gliden Industries You are hereby instructed to comply with the following changes from the Contract Plans and Specifications: SUMMARY OF CHANGES Description Change in Additional (Detailed Explanation Attached) Contract Work Days Price' Requested by Contractor 1. Revised Scope of Work for Terrazzo Tile $5,931.16 4 in the West Alcove per Proposed Change Order #004 (attached), in response to RFI-003 (attached) and Direction Provided During the 20240206 OAC Meeting (attached). 2. Credit for the Previously Spec'd ($2,675.80) 0 Floorazzo Tile in the West Alcove per Proposed Change Order #005 (attached), in response to RFI-003 (attached) and Direction Provided During the 20240206 OAC Meetinq (attached). Net Change in Contract Price' and Work $3,255.36 4 Day2 'Deduction or decrease in Contract Price is denoted in parentheses. 2Net Change in Work Days shall be the sum of the Change in Work Days Approved by City. Additional Work Days Approved by City 4 0 4 The following change is hereby made a part of the Contract Documents and shall be performed under the same terms and conditions as required by the original Contract Documents. Except as modified herein, the original Contract Documents and all prior amendments shall remain in full force and effect and all of the terms of the Contract Documents are hereby incorporated in this Change Order. SUMMARY OF ALL CHANGE ORDERS ORIGINAL CONTRACT AMOUNT.........................................$654,000.00 CCO 01.......................................................................................$5,592.79 CCO02.....................................................................................$16,755.52 CCO03.......................................................................................$1,986.94 CCO04.......................................................................................$3,255.36 TOTAL..................................................................................... $681, 590.61 =��If SOUTHLAKE PUBLIC WORKS Vill SUMMARY OF CONTRACT CONSECUTIVE CALENDAR DAYS FIRST DAY OF WORK: ............................................................ 01/02/2024 CONTRACT CONSECUTIVE CALENDAR DAYS: ............................... 118 TIME EXTENSION: CCO 1......................................................................0 TIME EXTENSION: CCO 2......................................................................0 TIME EXTENSION: CCO 3......................................................................0 TIME EXTENSION: CCO 4......................................................................4 NEW TOTAL WORKING DAYS: ........................................................... 122 LAST DAY OF WORK: .............................................................. 05/03/2024 CITY OF SOUTHLAKE Project No. 2022-81 ,�1�liCITY OF SOUTHLAKE SOUTHLAKE Project No. 2022-81 PUBLIC WORKS CHANGE ORDER DETAIL Change Order No.: 4 Project No.: 2022-81 Description: Southlake Emergency Operations Center Relocation Project The changes or interpretations described and noted herein are hereby authorized. The signed original of this order is on file in the Department of Public Works. Shown as separate paragraphs: (A) Reason for Change; (B) Description of Change; (C) Change in Contract Costs; and (D) Change in Completion Date. Item No. 1: Revised Scope of Work for Terrazzo Tile in the West Alcove per Proposed Change Order #004 (attached) A. Reason for Change: Contractor issued RFI #003 (attached) requesting confirmation of the spec'd flooring in the West Alcove. The Contractor discovered that the necessary finish of the spec'd Floorazzo Tile was no longer manufactured/available. After discussion at 20240206 OAC Meeting (attached), the Floorazzo Tile was confirmed to be an inadequate match for the existing tile. City and Architect direct Contractor to proceed with Terrazzo flooring to match the exisitng flooring. B. Description of Chanqe: See Proposed Change Order #004 (attached) C. Change in Contract Cost: Add $5,931.16 D. Chanqe in Completion Date: Contractor requested that 4 working days be added to the Contract Time. The City approves the requested additional working days. Add 4 Working Days CITY OF SOUTHLAKE SOUTHLAKE Project No. 2022-81 PUBLIC WORKS Vill Item No. 2: Credit for the Previously Spec'd Floorazzo Tile in the West Alcove per Proposed Change Order #005 (attached) A. Reason for Chanqe: Contractor issued RFI #003 (attached) requesting confirmation of the spec'd flooring in the West Alcove. The Contractor discovered that the necessary finish of the spec'd Floorazzo Tile was no longer manufactured/available. After discussion at 20240206 OAC Meeting (attached), the Floorazzo Tile was confirmed to be an inadequate match for the existing tile. City and Architect direct Contractor to proceed with Terrazzo flooring to match the exisitng flooring, providing a credit from the previously spec'd Floorazzo. B. Description of Chanae: See Proposed Change Order #005 (attached) C. Chanae in Contract Cost: Add ($2,675.80) D. Change in Completion Date: Contractor requested that 0 working days be added to the Contract Time. Add 0 Working Days SIGNATURE PAGE TO FOLLOW: =��If SOUTHLAKE PUBLIC WORKS CITY OF SOUTHLAKE Project No. 2022-81 The original Contract Price was $654,000.00. Contract Change Order No. 1 increased the Contract Price by $5,592.79. Contract Change Order No. 2 increased the Contract Price by $16,755.52. Contract Change Order No. 3 increased the Contract Price by $1,986.92. Contract Change Order No. 4 increased the Contract Price by $3,255.36. The new Contract Price will be $681,590.61, resulting in an increase of approximately 4.22% to the original Contract. The original Contract Time of 118 consecutive calendar days was extended by 4 calendar days per Change Order No. 1, 0 calendar days per Change Order No. 2, 0 calendar days per Change Order No. 3, and 4 calendar days per Change Order No.4. The last contract Working Day is now May 3, 2024. March 26, 2024 Ordered: Date: Project Manager Acceptance by the Contractor: This Change Order is in full compromise and settlement of all adjustments to Contract Time and Contract Price, and compensation for any and all delay, extended or additional field and home office overhead, disruption, acceleration, inefficiencies, lost labor or equipment productivity, differing site conditions, construction interferences and other extraordinary or consequential damages (hereinafter called "Impacts"), including any ripple or cumulative effect of these Impacts on the overall Work under the Contract arising directly or indirectly from the performance of Work described in this Change Order. By execution of this Change Order, the Contractor agrees that this Change Order constitutes a complete accord and satisfaction with respect to all claims for schedule extension, Impacts, or any costs of any nature, character or kind arising out of or incidental to this Change Order. Name: Date: March 19, 2024 Title: lanager C3� I D F 1 S �duszRl� 780 N. Watters Rd. STE 110 Allen, TX 75013 Phone: (469)795-9900 Project# 11193 1 Date: 1 /31 /2024 1 PO#: 122400403 CO Name: West Alcove Terrazzo Proposed Change Order #4 lContractor: Gliden Industries lowner: City of Southlake Address: 1400 Main Street City, State Zip: Southlake, Texas 76092 1 Phone: 817-748-8216 JProject: Southlake EOC THE PROPOSED CHANGE ORDER INCLUDES THE FOLLOWING: Description of Work All work in response to the request for Terrazzo in the west alcove at openings 02A and 01A. Terrazzo Bid Cost (See Below) Overhead/Ins/Bnd Superintendent (add 4 days) P&P Bond Cl GL Ins EL Ins Contractors Fee Total of Work Specified I JTotal of Days Added to Contract New Substantial Completion Date Exclusions: NOT VALID UNTIL SIGNED BY CONTRACTOR AND OWNER Accepted By: G� 1 /31 /24 i Industries Date Representative, TSK Date $ 4,315.00 $ 1,280.00 $ 60.00 $ 38.84 $ 21.58 5% $ 215.75 $ 5,931.16 4 days May 3rd, 2024 Representative, City of Southlake Date AMERICAN TERRAZZO COMPANY, LTD. 309 Gold Street, Garland, Texas 75042 972-272-8084 Phone 972-276-4736 Fax www.americanterrazzo.com ******* B I D PROPOSAL******* TO: Gliden Industries PHONE: 406-799-1119 Attn: Brandon Elliott FAX: Allen, Texas DATE: 1-30-24 PLEASE CONSIDER OUR BID FOR FURNISHING AND INSTALLING WORK IN THE PROJECT NAMED BELOW. PLANS AND SPECIFICATIONS PREPARED BY THE ARCHITECTS: PROJECT Southlake DIPS Headquarters Bldg — New Alcove at the Lower Level Southlake, Texas Terrazzo Patchwork SCOPE/AREAS OF WORK Furnish all labor, material, and supplies to prepare the concrete slab at the new Alcove area on the Lower Level. Apply Terroxy IC Moisture Guard primer to the slab. Install divider strips to match the existing. Install 3/8" Epoxy Terrazzo in the approved color. Grind, grout, polish, and seal the Terrazzo patch. BID $4,315.00 Includes protection of the adjacent finishes. Includes fabricating Terrazzo samples for approval. Approximate time to complete: 4 days. EXCLUSIONS Sales tax. Overtime/After hours work. Phased Work. Concrete leveling and epoxy fill work. Power for the Terrazzo equipment. Refinishing of the surrounding Terrazzo floor. BOND PREMIUM: ADD PREMIUM IF REQUIRED (RATES ARE ON NEXT PAGE) ****************** C O N D I T 10 N S O F B I D****************** ACCEPTANCE OF BID SUBJECT TO TERMS AND CONDITIONS AS SET FORTH ON PAGE #2, ON BACK. MUST BE WITHIN THIRTY (30) DAYS OF THIS DATE, AND BID IS VOID THEREAFTER AT THE OPTION OF AMERICAN TERRAZZO COMPANY. OUR BID PROPOSAL SHALL BE MADE A PART OF ANY SUBSEQUENT AGREEMENT. ACCEPTED BY: SUBMITTED BY: SIGNATURE DATE BRENT FLABIANO, PARTNER (SIGNED ORIGINALS OF TELECOPIER-TRANSMITTED BIDS WILL BE MAILED THE SAME DAY) TERMS AND CONDITIONS OF BID THIS BID FROM: AMERICAN TERRAZZO COMPANY, GARLAND, TEXAS IS SUBJECT TO: THE TERMS AND CONDITIONS SET OUT BELOW 01. TERMS OF PAYMENT: Payment to us is NOT contingent upon payment to you from the owner. If not covered by the specifications on or before the 15th of the month following our request, we shall receive payment from you for the total value of materials delivered at the job site and work in place, less retainage as stipulated in the prime contract. You will withhold no greater percentage retainage from us than the owner withholds from you. 02. INSURANCE: Liability insurance will be evidenced on a certificate (accord or other standard form). Our insurance will not be primary to the insurance carried by the contractor or any other subcontractor. Endorsements for additional insureds and waivers of subrogation will not be added to our policy. 03. HOLD HARMLESS/INDEMNITY PROVISIONS: Our liability will be limited to the maximum of our insurance coverage and to the extent that we are liable. 04. SURETY BONDS: If bonds are required of us, the premium will be paid by you (our current rates will be given to you upon request). 05. FACILITIES: Adequate heat, potable water, hoisting facilities and operator light and electrical current and connections for Terrazzo -grinding equipment will be provided by you at no cost to us. Excluded from this bid are prorated charges for any items, for example, but not limited to: telephone, toilet facilities, watchmen, temporary structures, etc. 06. DEMOLITION/FLOOR PREPARATION: Unless stated in the scope of work or inclusions, demolition and/or preparation work are not included in our bid. Only normal slab preparation in accordance with N.T.M.A. specifications for the type of installation involved is included in our bid. 07. SLAB CONDITIONS: Any concrete slab over which we are to install a thin -set or bonded -to -concrete system shall be structurally sound, coarse -broom finished, and free of any fins, ridges or voids. Slab must be water cured: NO LIQUID CURING AGENTS MAY BE USED. Slab must be free of all surface contaminants and level, or with required slopes to drain. Any work necessary to correct conditions will be done as an extra to our contract following issuance of a change order for a mutually agreeable amount. Epoxy terrazzo floor installations - the owner, architect, engineer or general contractor is responsible for providing adequate vapor barriers to ensure the concrete substrate is not defective due to moisture vapor transmission, hydrostatic pressure or moisture within the concrete slab. 08. SUBSTRATA: Unless stated in the scope of work on inclusions, we are not responsible for any substrata that are out of tolerance. 09. GRADES: All necessary grades, levels or benchmarks shall be furnished by you at not cost to us. 10. DAMAGE TO OUR WORK: Should damage be done during construction by persons or forces other than our own work force, any patching or remedial work required will be done as an extra to our contract following issuance of a change order for a mutually agreeable amount 11. CLEANING/WORK AREA: During our activity on the project, the slush and rubbish generated by our work will be removed to an on -site area designated by you for removal by others at no cost to us. 12. CLEANING/THE WORK: Upon its completion, our work will be thoroughly cleaned, which will complete our contract. Any further cleaning made necessary by others will be done as an extra to our contract following issuance of a change order for a mutually agreeable amount. 13. BACKCHARGES: Only backcharges with substantive backup, and our written agreement at the time assessed, will be accepted by us. 14. LIQUIDATED DAMAGES: We will not accept liquidated damages unless agreed upon in the contract, and then only that portion for which we are liable, and only to the extent damages will be paid by you to the owner. 15. ACCEPTANCE: This bid proposal is subject to acceptance within 30 days from the date signed by us and, at our option, is voidable thereafter. Page 2 of 2 �S I D F l S 1dUSTRlti 780 N. Watters Rd. STE 110 Allen, TX 75013 Phone: (469)795-9900 Project# 11193 1 Date: 3/5/2024 1 PO#: CO Name: Tile Flooring Deduction Proposed Change Order #5 lContractor: Gliden Industries lowner: City of Southlake Address: 1400 Main Street City, State Zip: Southlake, Texas 76092 1 Phone: 817-748-8216 JProject: Southlake EOC THE PROPOSED CHANGE ORDER INCLUDES THE FOLLOWING: Description of Work Deduction of floorazzo tile flooring scope Tile Flooring Labor (breakout attached) $ (419.91) Materials (breakout attached) $ (2,069.09) Overhead/Ins/Bnd Superintendent $ - P&P Bond Cl $ (27.50) GL Ins $ (22.40) EL Ins $ (12.45) Contractors Fee 5% $ (124.45) Total of Work Specified Exclusions: NOT VALID UNTIL SIGNED BY CONTRACTOR AND OWNER Accepted By: 3/5/24 c dustries Date Representative, TSK Date (2,675.80) Representative, City of Southlake Date GLIDEN INDUSTRIES PO BOX 250469 Plano, TX 75025 Vinyl Resilient Change Order Request of Project 6900 Quote # I28235 Customer PO Contract # Date 2/1/2024 SOUTHLAKE EOC RELOCATION 600 STATE STREET Sales Personl Greg Kellen SOUTHLAKE, TX 76092 Designer Materials -50SgFt F-3 - 24 X 24 X 3/16 FLOOR TILE - FLOORAZZO - GEM TILE - REF SPEC SECT 09 65 00 PARA 2.2 A Labor -50SgFt INSTALL LVT - GLUE DOWN - EXCLUDES PATTERN LABOR Notes SUPPLIED & INSTALLED Grout Materials -100SgFt FLOORAZZ- 3 PART RESIN GROUT, CATALYST, CALCIUM CARB & APPL. TOOLS Labor -1 Each PALLET PACKING / BUILDING Adhesive Materials -1 Each MAPEI ULTRA BOND ECO 373 Labor Accessories Materials Labor -40SgFt FLOOR SCRAPING -REMODEL CONSTRUCTION -1 SCHONOX SL -1 INSTALL FLOOR PREP - FEATHER FINISH FRENCH TOAST-$2,069.09 FUSION SYSTEM-$339.27 1 GALLON-$45.24 FEATHER FINISH - PLANI PREP SKIM-$35.40 COAT 10# Page 1 Q2-43 Quote # 28235 2/1 /2024 10:38:18 AM Continuation For: GLIDEN INDUSTRIES, Quote # 28235 Information Total Grand Total-$2,489.00 Deposit Date Ck # KELLEN FLOORING SOLUTIONS, INC. will furnish, deliver and install the above material in accordance with all transmitted plans, specifications and general conditions for the listed price. The price includes all applicable freight and taxes, unless otherwise noted. Unless specifically included in this proposal: excludes all demolition, repair or take-up of existing flooring; excludes vacuuming, damp mopping, buffing, waxing or floor protection; excludes floor floating, scraping, leveling or repair; excludes sealing of floor, cleaning or removal or oil, grease, solvents, paints, plaster or other foreign substances; excludes asbestos control/abatement; includes no attic stock of material beyond installation coverage; includes work only during regular hours and for a single phase job; excludes any furniture movement; excludes any addenda beyond the base bid; Per CRI-104-96, 6.3 site conditions: The owner or general contractor must submit to the flooring contractor a written report on moisture and surface alkalinity of the slab to determine its suitability as a substrate for the material to be installed. Floor preparation will be billed on a time and materials basis at $75.00 per non -hour plus the cost of the materials. Client is subject to payment for stored materials. KELLEN FLOORING SOLUTIONS, INC. will not accept charge backs of damage or cleaning without the option to inspect claim(s) to repair or without the option to make arrangements for acceptable repairs at their expense. KELLEN FLOORING SOLUTIONS, INC. is not responsible for any claims that might result from product delivery date changes beyond their control. If a manufacturer, or it's representative, requires a payment prior to manufacturing items to be ordered, client will pay that amount prior to KELLEN FLOORING SOLUTIONS, INC. placing the order. If a manufacturer, or it's representative, requires payment in advance to ship certain items, client will pay that amount in advance of shipment. This proposal is valid for forty-five (45) days. Full payment is due ten (10) days from receipt of invoice unless otherwise specified. THIS QUOTE IS EXCLUSIVE OF MATERIAL COST INCREASES DUE TO INTERNATIONAL TARIFFS. AS WE HAVE NO CONTROL OVER TARIFF IMPOSITION THERE WILL BE AN ADDITIONAL CHARGE TO COVER THE UNEXPECTED COST OF TARIFFS. Buyer Date Seller Date Page 2 Q2-43 Quote # 28235 2/1 /2024 10:38:18 AM MI 1i1i,. SOUTHLAKE PUBLIC WORKS Public Works Administration — Project Manager's Office 1400 Main Street I Suite 320 1 Southlake, Texas 76092 1 (p) (817) 748-8216 Update Raise (E) Waterline Steel Column Installation Coordination Topics a. RFI's. MEETING NOTES Tuesday, February 06, 2024 8:30 a.m. @ EOC and on TEAMS - Electrical Overhead - Electrical In -Wall - Plumbing Overhead Rough -In - Vent Routing - Structural Steel Installation i. RFI 21 — Drop Cords ii. RFI 22 — South Wall Furr Out iii. RFI 23 - Exposed Duct Liner b. Submittals. Outstanding i. 260553-1-9 Identification for Electrical Systems ii. 265100-2-0 Interior Lighting — Shop Drawings c. PCOs. Outstanding i. PCO2 — ASI-001 ii. PC03 — (E) South Concrete Wall - Structural Steel Installation - Electrical Overhead - Electrical In -Wall - Plumbing Vent Connection - Plumbing Rough -In Inspection (This Week) - Plumbing Top -Out Inspection (Inspections) d. DIRTT Walls. i. Bulkhead. The current spec'd 2-'/2` bulkhead would leave gapping with the DIRTT wall, creating an awkward finish. To remedy this, a 4" bulkhead was recommended so that the bulkhead can sit flush against the edge of the DIRTT wall. An RFI (RFI -022) has been submitted addressing this. e. Data Runs. FordAV's data runs located above the sound cloud can either be run as exposed cabling or placed into conduits. The issue at hand is whether the exposed wires will be visible and messy. i. Erica Bish (TSK) suggests the use of cable trays as an option, as opposed to conduits. ii. Matt Rowland (GL Seaman) mentions that cabling can be run behind the DIRTT walls, assuming it supports the desired pathway of the cables. iii. Hannah Runnels (SL) will follow up with IT's decision. Ford will also coordinate with Blair Halbert (SL) to coordinate the best solution. f. Card Reader. The access -controlled door will need to be shifted to provide at least 18" of space from the adjacent wall to the door frame. New expansion joints will also be added to the door frame. i. Jonathan Ellis (NSA) will visit the site before the door is flipped to preserve the access control wiring. g. Ductwork. The originally spec'd liner for the ductwork has notified Zack Johnson (Gliden) of an additional 4-5-week lead time. Delays in the liner will lead to delays in the ceiling's completion, extending the lead time of DIRTT walls, as they will not be able to collect field measurements. Innovation 0 Integrity 0 Accountability 0 Commitment to Excellence 0 Teamwork www.cityofsouthlake.com i. An alternative fiber glass liner with the same rating as the originally spec'd liner was proposed by Gliden and submitted through RFI-023. Kurt Ackermann and Andrew Merrick (SL) will review the new liner to ensure it is up to City standard. III. Outstanding Items a. PCO #02. Erica Bish (TSK) will meet with Gliden later this week to discuss and clarify questions re: PCO #2. b. Glass Partition Wall. Shop drawings are expected to be in by Monday (2/12). c. FordAV. Ford is currently tracking the concrete fur out RFI for the south video wall. Alex Wade (Ford) will send shops/current tech specs to Mona (SL) and Matt Rowland (GL Seaman) to ensure the spec'd DIRTT wall can withstand the load of the AV equipment mounting to it. d. DIRTT. Casework and power shop drawings are expected to be submitted today (2/6/24). Matt Rowland (GL Seaman) requests confirmation that the DIRTT walls are not intended to be set into MDF. Alex Wade (Ford) confirms that the goal is to anchor into concrete. e. Ham Radio. Awaiting coordination between MCA and Catherine Wilson (TSK). f. Terrazzo. The alternative to terrazzo (tile with a terrazzo finish) will not be adequate as there is not a sufficient color match available to match the existing terrazzo. i. Terrazzo will be incorporated in the latter half of construction as all overhead construction must be completed before the terrazzo team is brought in. g. Fiber Optic Line from Server Room to IT Closet. Blair Halbert (SL) will clarify tech specs for the fiber optic line and send to Mo Estepa (SL), who will forward to Gliden for pricing. h. Ceiling Color. After viewing the sample photos provided by Erica, Chief Starr was not satisfied with the complete beige finish. The appearance is too bright and sterile. i. Follow Up. Erica Bish (TSK) will send photo samples of a similar space that utilizes a dark gray band to give the space more dimension. i. Pay App 01. Mo Estepa will provide notes/revisions for Zack Johnson (Gliden) to make on Pay App 01. Mona Hassan (SL) will send a cover sheet template for Gliden to fill out and attach to the beginning of the pay app. Erica Bish (TSK) will sign off in Catherine Wilson's absence. i. Process. Upon approval, and execution from all parties, Gliden will submit the Pay App to accountspayable a(D.ci., outhlake.tx.us and copy Mo Estepa and Mona Hassan (SL) on the email. j. Siren. Siren vendor has not been effectively responsive to the multiple communications efforts put forth by Kennedy Meehan (SL). Mo Estepa and Mona Hassan (SL) will begin assisting to get a response. IV. Action Items a. Alex Wade (FordAV): Send Mona Hassan (SL) and Matt Rowland (GL Seaman) shop drawings/specs for video wall. b. Erica Bish (TSK): (1) Send Chief Starr (SL) new reference photos for ceiling finishes. (2) Review Pay App 01. c. Hannah Runnels (SL): Determine how data cabling should be run above the sound cloud in the main EOC (exposed vs in conduits vs in cable trays). d. Mona Hassan (SL): Contact siren vendor. V. Attendees a. City: Mo Estepa, Kennedy Meehan, Mike Starr (Teams), Hannah Runnels (Teams), Mona Hassan b. GL Seaman: Matt Rowland (Teams), BG Ghadimi (Teams) c. Ford: Alex Wade (Teams) d. TSK: Erica Bish (Teams) e. Gliden: Carsen Medlin, Zack Johnson, Brandon Elliott (Teams) Innovation 0 Integrity 0 Accountability 0 Commitment to Excellence 0 Teamwork www.cityofsouthlake.com CITY OF SOUTHLAKE SOUTHLAK�E Project No. 2022-81 PUBLIC WORKS CITY OF SOUTHLAKE PUBLIC WORKS DEPARTMENT CONTRACT CHANGE ORDER NO. 5 (AMENDED) PROJECT NO.: 2022-81 DESCRIPTION: Southlake Emergency Operations Center Relocation Project TO: Gliden Industries You are hereby instructed to comply with the following changes from the Contract Plans and Specifications: SUMMARY OF CHANGES Description Change in Additional Additional (Detailed Explanation Attached) Contract Work Days Work Days Price' Requested by Approved by Contractor City 1. Revised Scope of Work for Glass $35,382.50 0 0 Operable Partition Walls per Proposed Change Order #006 (attached). Net Change in Contract Price' and Work $35,382.50 0 0 Day2 'Deduction or decrease in Contract Price is denoted in parentheses. 2Net Change in Work Days shall be the sum of the Change in Work Days Approved by City The following change is hereby made a part of the Contract Documents and shall be performed under the same terms and conditions as required by the original Contract Documents. Except as modified herein, the original Contract Documents and all prior amendments shall remain in full force and effect and all of the terms of the Contract Documents are hereby incorporated in this Change Order. SUMMARY OF ALL CHANGE ORDERS ORIGINAL CONTRACT AMOUNT.........................................$654,000.00 CCO01.......................................................................................$5,592.79 CCO02.....................................................................................$16,755.52 CCO 03.......................................................................................$1,986.94 CCO04....................................................................................... $3,255.36 CCO 05.....................................................................................$35,382.50 TOTAL..................................................................................... $716,973.11 =��If SOUTHLAKE PUBLIC WORKS SUMMARY OF CONTRACT CONSECUTIVE CALENDAR DAYS FIRST DAY OF WORK: ............................................................ 01/02/2024 CONTRACT CONSECUTIVE CALENDAR DAYS: ............................... 118 TIME EXTENSION: CCO 1......................................................................0 TIME EXTENSION: CCO 2......................................................................0 TIME EXTENSION: CCO 3......................................................................0 TIME EXTENSION: CCO 4......................................................................4 TIME EXTENSION: CCO 5......................................................................0 NEW TOTAL WORKING DAYS: ........................................................... 122 LAST DAY OF WORK: .............................................................. 05/03/2024 CITY OF SOUTHLAKE Project No. 2022-81 ,�1�liCITY OF SOUTHLAKE SOUTHLAKE Project No. 2022-81 PUBLIC WORKS CHANGE ORDER DETAIL Change Order No.: 5 Project No.: 2022-81 Description: Southlake Emergency Operations Center Relocation Project The changes or interpretations described and noted herein are hereby authorized. The signed original of this order is on file in the Department of Public Works. Shown as separate paragraphs: (A) Reason for Change; (B) Description of Change; (C) Change in Contract Costs; and (D) Change in Completion Date. Item No. 1: Revised Scope of Work for Glass Operable Partition Walls per Proposed Change Order #006 (attached). A. Reason for Chanqe: Contractor failed to include a cost of furnishing and installing operable partitions in the original proposal. This oversight was caused, in part, by unclear delination of the modular construction items to be furnished by the City and to be furnished by the Contractor. The contractor submitted a request for a product substitution for the operable partition, which the City deemed to be equal to the specified product. The contractor further agreed to split the direct cost of the product 50/50, with the City. No profit or overhead was attached to the proposed cost of the work. B. Description of Chanqe: See Proposed Change Order #006 (attached) C. Change in Contract Cost: Add $35,382.50 D. Chanqe in Completion Date: Contractor requested that 0 working days be added to the Contract Time. Add 0 Working Days SIGNATURE PAGE TO FOLLOW: -�j SOUTHLAKE PUBLIC WORKS CITY OF SOUTHLAKE Project No. 2022-81 The original Contract Price was $654,000.00. Contract Change Order No. 1 increased the Contract Price by $5,592.79. Contract Change Order No. 2 increased the Contract Price by $16,755.52. Contract Change Order No. 3 increased the Contract Price by $1,986.94. Contract Change Order No. 4 increased the Contract Price by $3,255.36. Contract Change Order No. 5 increased the Contract Price by $35,382.50. The new Contract Price will be $716,973.11, resulting in an increase of approximately 9.63% to the original Contract. The original Contract Time of 118 consecutive calendar days was extended by 0 calendar days per Change Order No. 1, 0 calendar days per Change Order No. 2, 0 calendar days per Change Order No. 3, 4 calendar days per Change Order No. 4, and 0 calendar days per Change Order No. 5. The last contract Working Day is now May 3, 2024. Ordered: Project Manager Acceptance by the Contractor: Date: This Change Order is in full compromise and settlement of all adjustments to Contract Time and Contract Price, and compensation for any and all delay, extended or additional field and home office overhead, disruption, acceleration, inefficiencies, lost labor or equipment productivity, differing site conditions, construction interferences and other extraordinary or consequential damages (hereinafter called "Impacts"), including any ripple or cumulative effect of these Impacts on the overall Work under the Contract arising directly or indirectly from the performance of Work described in this Change Order. By execution of this Change Order, the Contractor agrees that this Change Order constitutes a complete accord and satisfaction with respect to all claims for schedule extension, Impacts, or any costs of any nature, character or kind arising out of or incidental to this Change Order. Name: Date: Title: Zack Johnson, Project Manager ti k n � I s 5 tin u s r tZt�" 780 N. Watters Rd. STE 110 Allen, TX 75013 Phone: (469)795-9900 Project# 11193 1 Date: 3/5/2024 1 PO#: CO Name: Operable Partition - Kwik Wall Proposed Change Order #6 lContractor: Gliden Industries lowner: City of Southlake Address: 1400 Main Street City, State Zip: Southlake, Texas 76092 1 Phone: 817-748-8216 JProject: Southlake EOC THE PROPOSED CHANGE ORDER INCLUDES THE FOLLOWING: Description of Work Includes all work associated with the operable wall including all items in the shop drawings. Operable partition to be STELLA by Kwik-Wall. Operable Partition (Proposal attached) Overhead/Ins/Bnd Superintendent P&P Bond Cl GL Ins EL Ins Contractors Fee Total of Work Specified I Exclusions: NOT VALID UNTIL SIGNED BY CONTRACTOR AND OWNER Accepted By: 3/5/24 dustries Date Representative, TSK Date $ 70,765.00 5% $ - $ 70,765.00 Representative, City of Southlake Date ■r` -.i �q i III WN F-W No: = ■ PROPOSAL PROJECT: Southlake EOC Relocation To: Zack — Gliden Industries Scope: OPERABLE PARTITIONS Hudson Building Systems, Ltd. 2530 Tarpley Rd., Ste. 300 Carrollton, TX 75006 Ph. (972) 418-9665 Location: Dallas, TX Date: October 24, 2023 (revised 1/11) Spec Section: 10.22.26 — Glass Partition Systems KWIK-WALL Manufacturer Series: STELLA, Manually Operated GLASS Panel Partitions Installation: Factory Trained Installers Quantity / Sizes: (1) Opening: 20' - 5" Wide x 10' - 0" High (1) Opening: 8' - 5" Wide x 10' - 0" High + 18' - 7" Wide x 10' - 0" High with L condition Track BASE BID: $70,765.00 ADD OPTIONS: 1. Drilling of Overhead Support (up to 24" above ceiling), add: $800.00 ;YI, We strongly recommend you accept this option 2. we do have a team member that can handle the Structural Support if needed. Base Bid Includes: ✓ Installation ✓ Full Submittal Package ✓ 5-Year Warranty ✓ 45 STC ✓ Anodized Aluminum Track Houston Office: 10412 Rockley Road, Houston, TX 77099 _ Ph: (281) 933-8814 Dallas Office: 2530 Tarpley Road, #300, Carrollton, TX 75006 _ Ph: (972) 418-9665 No: www.hudsonbuildin2systems.com www.kwik-wall.com Hudson Building Systems, Ltd. • -W € i WN W 2530 Tarpley Rd., Ste. 300 Carrollton, TX 75006 now .-III 1 Ph. (972) 418-9665 ✓ Inset Pass Doors Base Bid Excludes: ■ Structural Overhead Supports ■ Custom Material (Vinyl, Fabric, HPL) ■ Delegated Engineering - Stamped Drawings (if needed, add $1,400) ■ Pocket Doors ■ Hoisting, Rigging, Craning to get Operable Partitions into Room - Unless otherwise noted ■ Sales Tax (If needed, please add: $2,885) This is based on a Substantial Completion Date of August 2024. If we install past this date, there will be an escalation fee for shipping into another quarter. TERMS: - Possible 50% Deposit Due Upon Approval of Project and 50% Due Upon Completion of Project * This is to be reviewed during award of project. - If required: P&P Bonds will add 2.5%. Textura will also add a small fee. - Proposal is valid for 30 days. Accepted By: Printed Name: Signature: PROJECT CONTACT: Tony Gavinito • Sales Manager • tony@hudsonbuildingsystems.com • (972) 955-3290 Houston Office: 10412 Rockley Road, Houston, TX 77099 _ Ph: (281) 933-8814 Dallas Office: 2530 Tarpley Road, #300, Carrollton, TX 75006 _ Ph: (972) 418-9665 No: www.hudsonbuildin2systems.com www.kwik-wall.com Wall B2 5664 [18'-7"] 600 [1'-11 5/8"] D � � p � � p � � I ■ L1 256 [10 1/16"] L2 256 [10 1/16"] 4x1112 [3'-7 3/4"] 0 Lf) ch O N m V 600 [1'-11 5/8"] L 1112 [3'-7 3/4"] q io �p CD p N M ncnVATIM BUTTM p m J Flu � °D 20 o`� o� Lo`n m r u N CO J � U'll Ill I 60 0� J W L c. N Co J L c2 m N c� ACTIVA`T ]Pi BUTTON O co rn ipp24.53 v1 CLIENT: Kwik-Wall VERSION 1 DATE: 2024-02-16 DRAWN AND CHECKED BY: Gracec No. SETS: X1 44 STC OPERATION: TYPE: SEMI -AUTO STELLA SUSPENSION: TWIN POINT TRACK PANEL UNITS QT. BASIC PANEL 8 TELESCOPIC PANEL 1 DOOR PANEL 3 FIXED TELESCOPE 1 START UP PROFILE 1 JAMB PROFILE 1 T PANEL 1 TRACK FINISH: NATURAL ANODIZED PROFILE FINISH: NATURAL ANODIZED PANEL FINISH: Low Iron Glass, Border Painted RAL 9005 HEIGHT -FLOOR TO FALSE CEILING: 10' [3048] HEIGHT - FLOOR TO TRACK: WEIGHT: UNITS OBS: mm 593 708 *115/16"1 I [2'-3 7/8"1 o �) �) _ p � $ M 1265 p [4'-1 13/16"] ipp24.53 v1 CLIENT: Kwik-Wall VERSION 1 DATE: 2024-02-16 DRAWN AND CHECKED BY: Gracec No. SETS: X1 44 STC OPERATION: SEMI-AUTO ]SSTLELLA 7 SUSPENSION: TWIN POINT TRACK PANEL UNITS QT. BASIC PANEL 8 TELESCOPIC PANEL 1 DOOR PANEL 3 FIXED TELESCOPE 1 START UP PROFILE 1 JAMB PROFILE 1 T PANEL 1 483 600 330 TRACK FINISH: NATURAL ANODIZED [1'-7] [1'-11 5/8"] [1'-1 "] PROFILE FINISH: NATURAL ANODIZED c� 0 PANEL FINISH: Low Iron Glass, Border Painted RAL } U io 9005 N N } � HEIGHT -FLOOR TO FALSE CEILING: 10' [3048] 1 tJl HEIGHT - FLOOR TO TRACK: io WEIGHT: UNITS rn rn 1488 " °? [4'-10 9/16"] OBS: mm [7 Wall A + 131 1 10/230V 8788 10A [28'-101 FTrack Natural Anodized 80 1 1 — [3 3/4"] [3 1/8"1 [7 1/2"] — Double glazed (8mm tempered glass) —Profile Natural Anodized 30mm outline RAL 9005 HPL N005 Black Glossy 1HPL N005 Black Glossy I Wall B2 5723 [18'-9 5/16"1 #24.53 v1 CLIENT: Kwik-Wall VERSION 1 DATE: 2024-02-16 DRAWN AND CHECKED BY: Gracec Krik=I I I No. SETS: X1 44 STC OPERATION: SEMI -AUTO STELLA SUSPENSION: TWIN POINT TRACK PANEL UNITS n n I BASIC PANEL 8 FTrack Natural Anodized TELESCOPIC PANEL 1 DOOR PANEL 3 V FIXED TELESCOPE 1 I START UP PROFILE 1 I I JAMB PROFILE 1 I io v o o � I T PANEL 1 M" M� TRACK FINISH: NATURAL ANODIZED PROFILE FINISH: NATURAL ANODIZED PANEL FINISH: Low Iron Glass, Border Painted RAL 9005 _ I HEIGHT -FLOOR TO FALSE CEILING: 10' [3048] I 38 4x1112 18 HEIGHT - FLOOR TO TRACK: [1 112"] [T-7 3/4"] [4 5/8"1 Double glazed (8mm tempered glass) Profile Natural Anodized 30mm outline RAL 9005 WEIGHT: UNITS 4 OBS: mm N Mlu (o N � to N � O) W M � M � <o M M O � zz: y a n u to O � n o n o u o n 0 u to o z zo v M (V 0 o � M p m N to �n o 0 m 264 N [10 3/8"1 o 500 500 611 500 611 485 500 500 500 500 u M [1'-711116"] [1'-711116"] [2'-01/16"] [1'-711116"] [2'-01/16"] [1'-71/16"] [1'-711116"] [1'-711/16"] [1'-711/16"] [1'-711/16"] v co 0 173 m r, I [6 13/16"] 310 M _o M I [1'-0 3/16"] 290 -- M q [11 7/16"] 0 n N � o o 290 N [11 7/16"] O N W O M MI. �o io 173 N � N [613/16"] n ipp24.53 v1 CLIENT: Kwik-Wall VERSION 1 DATE: 2024-02-16 DRAWN AND CHECKED BY: Gracec KrikmI Wall ,1� No. SETS: X1 OPERATION: SEMI -AUTO SU! TWIN I 44 STC PANEL UNITS BASIC PANEL 8 TELESCOPIC PANEL 1 DOOR PANEL 3 FIXED TELESCOPE 1 START UP PROFILE 1 JAMB PROFILE 1 T PANEL 1 TRACK FINISH: NATURAL ANODIZED PROFILE FINISH: NATURAL ANODIZED PANEL FINISH: Low Iron Glass, Border Painted RAL 9005 HEIGHT -FLOOR TO FALSE CEILING: 10' [3048] HEIGHT - FLOOR TO TRACK: WEIGHT: UNITS OBS: mm fa a T T o o 14.1442 13.1442 [4'-8 3/4"] [4'-8 3/4"1 a a 12.2780 [9'-1 7/16"] Fu m C 0 0 0 W d > o M 0 E M O 0 w 0 F- 0 . U n W J _ W I� 3.600 [1'-11 518"] 10.541 6.658 ��[1'-95/16"111 "o„ von rn N N 3 V ipp24.53 v1 CLIENT: Kwik-Wall VERSION 1 DATE: 2024-02-16 DRAWN AND CHECKED BY: Gracec KrikmI I I No. SETS: X1 44 STC OPERATION: SEMI -AUTO STELLA SUSPENSION: TWIN POINT TRACK PANEL UNITS BASIC PANEL 8 TELESCOPIC PANEL 1 DOOR PANEL 3 FIXED TELESCOPE 1 START UP PROFILE 1 JAMB PROFILE 1 T PANEL 1 TRACK FINISH: NATURAL ANODIZED PROFILE FINISH: NATURAL ANODIZED PANEL FINISH: Low Iron Glass, Border Painted RAL 9005 HEIGHT -FLOOR TO FALSE CEILING: 10' [30481 HEIGHT - FLOOR TO TRACK: WEIGHT: UNITS OBS: mm TWIN POINT SUSPENSION TRACK FALSE CEILING TOP RUBBER SEAL [0-301 ml i 416" [116] V �v V /\v / KEY SWITCH v GLAZED WALL JAMB 1 J' 1381 o TWIN POINT SUSPENSIOI Cl) V M J FALSE r•cn tur TOP RUBBER SEAL 10" 4�� v /\v BOTTOM RUBBER SEAL [0-301mm FINISHED FLnnR C z— —7 z— � I I STEEL BEAM BY OTHERS- 4"-6" F C0-1501 BEAM PUNCHED BY OTHERS I 7" [1801 0 STEEL PLATE---_ r` TWIN POINT V SUSPENSION TRACK LO 41s" [1161 o � 0 0 u o ACTIVATION BUTTON 0 0 \ O n 7" [1801 rn ' 42 B ck—painted glass (black RAL 9005) FLOOR BOLT "' — O Back —painted glass (black RAL 9005) HPL N005 Black Glossy 0 ui CIF TELESCOPIC ALUMINUM PROFILE TELESCOPIC ALUMINUM PROFILE [5] � �' C51 ET TELESCOPIC SLEEVE / TELESCOPIC SLEEVE / 3 J' 1901 3 J' 1901 ipp24.53 v1 CLIENT: Kwik-Wall VERSION 1 DATE: 2024-02-16 DRAWN AND CHECKED BY: Gracec K ikim fill li No. SETS: X1 44 STC OPERATION: TYPE: SEMI -AUTO STELLA SUSPENSION: TWIN POINT TRACK PANEL UNITS QT. BASIC PANEL 8 TELESCOPIC PANEL 1 DOOR PANEL 3 FIXED TELESCOPE 1 START UP PROFILE 1 JAMB PROFILE 1 T PANEL 1 TRACK FINISH: NATURAL ANODIZED PROFILE FINISH: NATURAL ANODIZED PANEL FINISH: Low Iron Glass, Border Painted RAL 9005 HEIGHT -FLOOR TO FALSE CEILING: 10' [3048] HEIGHT - FLOOR TO TRACK: WEIGHT: UNITS OBS: mm gggLl- -~ I l I D � 4 ■ t, Gliden Indus �1 314 SOUTH WATER STREET f S r fts HENDERSON, NV 89015 U S T R� ❑ REVIEWED, NO EXCEPTIONS Submittal Coversheet Date: February 16, 2024 Project: Southlake EOC Relocation Contractor/Seller: Gliden Industries, LLC Submittals Description(s): Operable Partitions - Shop Drawings Specifications Section(s): 10-22-26 REVIEWED, EXCEPTIONS NOTED REJECTED RESUBMITTAL REQUIRED ❑ RECEIVED FOR RECORD DATE03/05/2024 BY C.A. Wilson REVIEWED ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT AND DOES NOT REL EVE THE CONTRACTOR FROM COMPLIANCE WITH THE CONTRACT DOCUMENTS IN PART OR IN FULL. CONTRACTOR'S RESPONSIBILITY INCLUDES BUT IS NOT LIMITED TO VERIFICATION OF ACTUAL DIMENSIONS AND CONDITIONS AT THE JOB SITE, CORRELATION WITH OTHER TRADES, FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION, COORDINATION AND SUPERVISION. Subcontractor/Seller CERTIFIES THAT THE SHOP DRAWINGS, PRODUCT DATA AND/OR SAMPLES INCLUDED IN THIS SUBMITTAL HAVE BEEN CHECKED AND COMPLY WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS AND EXISTING SITE CONDITIONS, UNLESS OTHERWISE NOTED BELOW. ❑ Deviations ❑X No Deviations Deviations/Clarification(s): Subcontractor/Seller CERTIFIES THAT NO ASBESTOS CONTAINING MATERIALS OR WORK IS INCLUDED WITHIN THE SCOPE OF THIS PROPOSED SUBMITTAL. Submitted Bv: (Signature) (Printed Name) Project Manager (Title) o 7 o Lr) ch O N 6 V GC verify field dimension of 19'-71/4" will work with with manufacturer. Wall B2 5664 600 600 [V-11 5/8"1 L1 256 [10 1/16"] L2 256 [10 1/16"] 4x1112 [3'-7 3/4"1 [V-11 5/8"] C) • a b � L 1112 [3'-7 3/4"] q io Fp o� O M O N ncnVATIM BUTTM p co J Flu � °D 20 o`� oc_° �`n r u N CO J � 60 00— J W L c. N Co J L co m N c� ACTIVA`T ]Pi BUTTON O C C O En C E > U co Co -a m Y O 00 CV O C 0 C O U E CQ a CU a> E (D U_ m - a0� Q 000 > N u ipp24.53 v1 CLIENT: Kwik-Wall VERSION 1 DATE: 2024-02-16 DRAWN AND CHECKED BY: Gracec No. SETS: X1 44 STC OPERATION: TYPE: SEMI -AUTO STELLA SUSPENSION: TWIN POINT TRACK PANEL UNITS QT. BASIC PANEL 8 TELESCOPIC PANEL 1 DOOR PANEL 3 FIXED TELESCOPE 1 START UP PROFILE 1 JAMB PROFILE 1 T PANEL 1 TRACK FINISH: NATURAL ANODIZED PROFILE FINISH: NATURAL ANODIZED PANEL FINISH: Low Iron Glass, Border Painted RAL 9005 HEIGHT -FLOOR TO FALSE CEILING: 10' [3048] HEIGHT - FLOOR TO TRACK: WEIGHT: UNITS OBS: mm 593 708 *115/16"1 I [2'-3 7/8"1 o �) �) _ p � $ M 1265 p [4'-1 13/16"] ipp24.53 v1 CLIENT: Kwik-Wall VERSION 1 DATE: 2024-02-16 DRAWN AND CHECKED BY: Gracec No. SETS: X1 44 STC OPERATION: SEMI-AUTO ]SSTLELLA 7 SUSPENSION: TWIN POINT TRACK PANEL UNITS QT. BASIC PANEL 8 TELESCOPIC PANEL 1 DOOR PANEL 3 FIXED TELESCOPE 1 START UP PROFILE 1 JAMB PROFILE 1 T PANEL 1 483 600 330 TRACK FINISH: NATURAL ANODIZED [1'-7] [1'-11 5/8"] [1'-1 "] PROFILE FINISH: NATURAL ANODIZED c� 0 PANEL FINISH: Low Iron Glass, Border Painted RAL } U io 9005 N N } � HEIGHT -FLOOR TO FALSE CEILING: 10' [3048] 1 tJl HEIGHT - FLOOR TO TRACK: io WEIGHT: UNITS rn rn 1488 " °? [4'-10 9/16"] OBS: mm what is this ? 1 10/230V 10A io o� c oo 0 [7 Wall A + 131 8788 [28'-101 FTrack Natural Anodized II 80 1 I [3 3/4"] [3 1/8"1 [7 1/2"] — Double glazed (8mm tempered glass) —Profile Natural Anodized 30mm outline RAL 9005 HPL N005 Black Glossy 1HPL N005 Black Glossy I Wall B2 5723 [18'-9 5/16"1 #24.53 v1 CLIENT: Kwik-Wall VERSION 1 DATE: 2024-02-16 DRAWN AND CHECKED BY: Gracec Krik=I I I No. SETS: X1 44 STC OPERATION: SEMI -AUTO STELLA SUSPENSION: TWIN POINT TRACK PANEL UNITS n n I BASIC PANEL 8 FTrack Natural Anodized TELESCOPIC PANEL 1 DOOR PANEL 3 V FIXED TELESCOPE 1 I START UP PROFILE 1 I I JAMB PROFILE 1 I io v o o � I T PANEL 1 M" M� TRACK FINISH: NATURAL ANODIZED PROFILE FINISH: NATURAL ANODIZED PANEL FINISH: Low Iron Glass, Border Painted RAL 9005 _ I HEIGHT -FLOOR TO FALSE CEILING: 10' [3048] I 38 4x1112 18 HEIGHT - FLOOR TO TRACK: [1 112"] [T-7 3/4"] [4 5/8"1 Double glazed (8mm tempered glass) Profile Natural Anodized 30mm outline RAL 9005 WEIGHT: UNITS 4 OBS: mm N Mlu (o N � to N � O) W M � M � <o M M O � zz: y a n u to O � n o n o u o n 0 u to o z zo v M (V 0 o � M p m N to �n o 0 m 264 N [10 3/8"1 o 500 500 611 500 611 485 500 500 500 500 u M [1'-711116"] [1'-711116"] [2'-01/16"] [1'-711116"] [2'-01/16"] [1'-71/16"] [1'-711116"] [1'-711/16"] [1'-711/16"] [1'-711/16"] v co 0 173 m r, I [6 13/16"] 310 M _o M I [1'-0 3/16"] 290 -- M q [11 7/16"] 0 n N � o o 290 N [11 7/16"] O N W O M MI. �o io 173 N � N [613/16"] n ipp24.53 v1 CLIENT: Kwik-Wall VERSION 1 DATE: 2024-02-16 DRAWN AND CHECKED BY: Gracec KrikmI Wall ,1� No. SETS: X1 OPERATION: SEMI -AUTO SU! TWIN I 44 STC PANEL UNITS BASIC PANEL 8 TELESCOPIC PANEL 1 DOOR PANEL 3 FIXED TELESCOPE 1 START UP PROFILE 1 JAMB PROFILE 1 T PANEL 1 TRACK FINISH: NATURAL ANODIZED PROFILE FINISH: NATURAL ANODIZED PANEL FINISH: Low Iron Glass, Border Painted RAL 9005 HEIGHT -FLOOR TO FALSE CEILING: 10' [3048] HEIGHT - FLOOR TO TRACK: WEIGHT: UNITS OBS: mm fa a T T o o 14.1442 13.1442 [4'-8 3/4"] [4'-8 3/4"1 a a 12.2780 [9'-1 7/16"] Fu m C 0 0 0 W d > o M 0 E M O 0 w 0 F- 0 . U n W J _ W I� 3.600 [1'-11 518"] 10.541 6.658 ��[1'-95/16"111 "o„ von rn N N 3 V ipp24.53 v1 CLIENT: Kwik-Wall VERSION 1 DATE: 2024-02-16 DRAWN AND CHECKED BY: Gracec KrikmI I I No. SETS: X1 44 STC OPERATION: SEMI -AUTO STELLA SUSPENSION: TWIN POINT TRACK PANEL UNITS BASIC PANEL 8 TELESCOPIC PANEL 1 DOOR PANEL 3 FIXED TELESCOPE 1 START UP PROFILE 1 JAMB PROFILE 1 T PANEL 1 TRACK FINISH: NATURAL ANODIZED PROFILE FINISH: NATURAL ANODIZED PANEL FINISH: Low Iron Glass, Border Painted RAL 9005 HEIGHT -FLOOR TO FALSE CEILING: 10' [30481 HEIGHT - FLOOR TO TRACK: WEIGHT: UNITS OBS: mm TWIN POINT SUSPENSION TRACK FALSE CEILING TOP RUBBER SEAL [0-301 ml / KEY SWITCH 2 ° v GLAZED WALL JAMB 1 J' 1381 M WHICH SUSPENSION TRACK IS BEING USED? o TWIN POINT SUSPENSIOI 20 mP M FALSE M Iur. TOP RUBBER SEAL 10" BOTTOM RUBBER SEAL [0-30]rlrl FINISHED FLnnR z— -7 42 0 0 M 0 m «; 0 M 0 0 I STEEL BEAM BY OTHERS- 4"-6" F C0-1501 BEAM PUNCHED BY OTHERS 7" [1801 0 STEEL PLATE---_ ,r7n TWIN POINT SUSPENSION TRACK LO 416" [1161 'r " � GC to confirm who will punch beam. Bottom of beam at 13'-9" Confirm allowable length of ACTIVATION BUTTON rods. n 7" [1801 rn ' ;)�2 B ck—painted glass (black RAL 9005) FLOOR BOLT "' — O Back —painted glass (black RAL 9005) HPL N005 Black Glossy TELESCOPIC ALUMINUM PROFILE TELESCOPIC ALUMINUM PROFILE [5] � �' C51 E TELESCOPIC SLEEVE TELESCOPIC SLEEVE 3 J' 1901 3 J' 1901 Which sleeve will be used and will it accommodate - field dimension variations noted? 0 0 v ipp24.53 v1 CLIENT: Kwik-Wall VERSION 1 DATE: 2024-02-16 DRAWN AND CHECKED BY: Gracec K ikin fill li No. SETS: X1 44 STC OPERATION: TYPE: SEMI -AUTO - STELLA SUSPENSION: TWIN POINT TRACK PANEL UNITS BASIC PANEL 8 TELESCOPIC PANEL 1 DOOR PANEL 3 FIXED TELESCOPE 1 START UP PROFILE 1 JAMB PROFILE 1 T PANEL 1 TRACK FINISH: NATURAL ANODIZED PROFILE FINISH: NATURAL ANODIZED PANEL FINISH: Low Iron Glass, Border Painted RAL 9005 HEIGHT -FLOOR TO FALSE CEILING: 10' [3048] HEIGHT - FLOOR TO TRACK: WEIGHT: UNITS OBS: MM Q-0 =��If SOUTHLAKE PUBLIC WORKS Vill CITY OF SOUTHLAKE PUBLIC WORKS DEPARTMENT CONTRACT CHANGE ORDER NO. 6 PROJECT NO.: 2022-81 CITY OF SOUTHLAKE Project No. 2022-81 DESCRIPTION: Southlake Emergency Operations Center Relocation Project TO: Gliden Industries You are hereby instructed to comply with the following changes from the Contract Plans and Specifications: SUMMARY OF CHANGES Description Change in Additional Additional (Detailed Explanation Attached) Contract Work Days Work Days Price' Requested by Approved by Contractor City 1 Penetration and Revised Pathway to $28 829 94 0 0 New HAM Radio Room per PCO #11 Net Change in Contract Price' and Work $28,829.94 0 0 Day' 'Deduction or decrease in Contract Price is denoted in parentheses. 2Net Change in Work Days shall be the sum of the Change in Work Days Approved by City. The following change is hereby made a part of the Contract Documents and shall be performed under the same terms and conditions as required by the original Contract Documents. Except as modified herein, the original Contract Documents and all prior amendments shall remain in full force and effect and all of the terms of the Contract Documents are hereby incorporated in this Change Order. =��If SOUTHLAKE PUBLIC WORKS SUMMARY OF ALL CHANGE ORDERS ORIGINAL CONTRACT AMOUNT.........................................$654,000.00 CCO01.......................................................................................$5,592.79 CCO02.....................................................................................$16,755.52 CCO03.......................................................................................$1,986.94 CCO04.......................................................................................$3,255.36 CCO 05.....................................................................................$35,382.50 CCO 06.....................................................................................$28,829.94 TOTAL..................................................................................... $745,803.05 SUMMARY OF CONTRACT CONSECUTIVE CALENDAR DAYS FIRST DAY OF WORK: ............................................................ 01/02/2024 CONTRACT CONSECUTIVE CALENDAR DAYS: ............................... 118 TIME EXTENSION: CCO 1......................................................................0 TIME EXTENSION: CCO 2......................................................................0 TIME EXTENSION: CCO 3......................................................................0 TIME EXTENSION: CCO 4......................................................................4 TIME EXTENSION: CCO 5......................................................................0 TIME EXTENSION: CCO 6......................................................................0 NEW TOTAL WORKING DAYS: ........................................................... 122 LAST DAY OF WORK: .............................................................. 05/03/2024 CITY OF SOUTHLAKE Project No. 2022-81 CITY OF SOUTHLAKE SOUTHLAK�E Project No. 2022-81 PUBLIC WORKS CHANGE ORDER DETAIL Change Order No.: 6 Project No.: 2022-81 Description: Southlake Emergency Operations Center Relocation Project The changes or interpretations described and noted herein are hereby authorized. The signed original of this order is on file in the Department of Public Works. Shown as separate paragraphs: (A) Reason for Change; (B) Description of Change; (C) Change in Contract Costs; and (D) Change in Completion Date. Item No. 1: Penetration for New HAM Radio Pathway A. Reason for Chanqe: Gliden's original scope of work involved providing a new pathway and low voltage/coaxial cabling from the existing antennae location to the new HAM radio room. After consulting with the HAM operators, a concern was raised that the proposed design would result in significant signal loss between to the new HAM radio room and the existing antennae on the roof. City staff reached out for support from MCA to help identify a solution. Gliden, in consultation with the HAM radio operators and MCA, identified an alternative solution involving a shorter coaxial cable run and installation of new antennae on the roof, closer to the new EOC. Cabling and installation of the antennae would be performed by others. Gliden would perform the coring, and preparation and repair of the roof, to accommodate the new antennae systems. B. Description of Chanqe: Furnish and install the material identified in Proposed Change Order #011 (attached). C. Chanqe in Contract Cost: Add $28,829.94 D. Chanqe in Completion Date: Contractor requested that 0 working days be added to the Contract Time. Add 0 Working Days SIGNATURE PAGE TO FOLLOW: -�j SOUTHLAKE PUBLIC WORKS CITY OF SOUTHLAKE Project No. 2022-81 The original Contract Price was $654,000.00. Contract Change Order No. 1 increased the Contract Price by $5,592.79. Contract Change Order No. 2 increased the Contract Price by $16,755.52. Contract Change Order No. 3 increased the Contract Price by $1,986.94. Contract Change Order No. 4 increased the Contract Price by $3,255.36. Contract Change Order No. 5 increased the Contract Price by $35,382.50. Contract Change Order No. 6 increased the Contract Price by 28,829.94. The new Contract Price will be $745,803.05, resulting in an increase of approximately 14.04% to the original Contract. The original Contract Time of 118 consecutive calendar days was extended by 0 calendar days per Change Order No. 1, 0 calendar days per Change Order No. 2, 0 calendar days per Change Order No. 3, 4 calendar days per Change Order No. 4, 0 calendar days per Change Order No. 5, and 0 calendar days per Change Order No. 6. The last contract Working Day is now May 3, 2024. Ordered: Project Manager Acceptance by the Contractor: Date: This Change Order is in full compromise and settlement of all adjustments to Contract Time and Contract Price, and compensation for any and all delay, extended or additional field and home office overhead, disruption, acceleration, inefficiencies, lost labor or equipment productivity, differing site conditions, construction interferences and other extraordinary or consequential damages (hereinafter called "Impacts"), including any ripple or cumulative effect of these Impacts on the overall Work under the Contract arising directly or indirectly from the performance of Work described in this Change Order. By execution of this Change Order, the Contractor agrees that this Change Order constitutes a complete accord and satisfaction with respect to all claims for schedule extension, Impacts, or any costs of any nature, character or kind arising out of or incidental to this Change Order. Name: Date: Title: Zack Johnson, Proiect Manager C3� I D F 1 S �duszRl� 780 N. Watters Rd. STE 110 Allen, TX 75013 Phone: (469)795-9900 Project# 11193 1 Date: 4/10/2024 1 PO#: CO Name: Ham Radio Pathways Proposed Change Order #11 lContractor: Gliden Industries lowner: City of Southlake Address: 1400 Main Street City, State Zip: Southlake, Texas 76092 1 Phone: 817-748-8216 JProject: Southlake EOC THE PROPOSED CHANGE ORDER INCLUDES THE FOLLOWING: Description of Work All work in response to new HAM radio pathways and penetrations Electrical / Ham Radio Pathways Labor (breakout attached) $ 5,600.00 Materials (breakout attached) $ 11,399.86 Core Drilling (breakout attached) $ 1,200.00 OH/P $ 1,819.99 Roofing / Weatherproofing (breakout attached) $ 6,490.00 Overhead/Ins/Bnd Superintendent $ - P&P Bond Cl $ 623.46 GL Ins $ 238.59 EL Ins $ 132.55 Contractors Fee 5% $ 1,325.49 Total of Work Specified $ 28,829.94 Exclusions: Procurment and installation of any coax cabling for the HAM radio. Does not include installation or terminations of coax cabling. NOT VALID UNTIL SIGNED BY CONTRACTOR AND OWNER Accepted By: 4/ Industries Date Date Representative, TSK Date Representative, City of Southlake Date Cost Analysis Form Project HAM Radio Pathways Contractor Name: Gliden Industries Description -Self Perform Tasks Labor Rate Labor Hrs Total Labor Total Material & Total Labor Equipment Total (Journeyman 80 40.0 $3,200.00 $3,200.00 (Apprentice 60 40.0 $2,400.00 $2,400.00 (Material $11,399.86 $11,399.86 Core drilling $1,200.00 $1,200.00 $0.00 $0.00 SUBTOTAL $18,199.86 Work Performed by the Contractor's Own Employees (per UGC) Work up to $10,000.00, add... 10.00% lWork between $10,000.01 and$20,000.00,add... 10.00% $1,819.99 Work greater than $20,000.00,add... 7.50% Total Self Perform $20,019.85 Description - Subcontractor Cow OH/P Total $ 0.00 $ 0.00 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! SUBTOTAL Managing Subcontracted Work (per UGC) Work up to $10,000.00, add... 10.00% Work between $10,000.01 and $20,000.00, add... 7.50% Work greater than $20,000.00, add... 5.00% Total $0.00 Bond and Insurance Total CO Cost $20,019.85 Time Needed ERPROOFING JERVICES PROPOSAL NUMBER: 240404-102-01 TO: Gliden Industries ATTENTION: Zack Johnson DATE: 04/04/2024 JOB SITE: City of Southlake RE: New Roof Penetrations We propose to furnish equipment, labor and materials to complete the following scope: Scope of Work - • Setup safety and staging equipment • Fabricate and Install, 2 pitch pans for the Antenna Farm • Repair roof where old antennas are removed • Fabricate and Install, 2 pitch pans for conduits • Provide and install pipe stands for the conduit (approx 50 feet) • Fabricate and Install, 1 pitch pans for a condensation line • Fabricate and Install, 1 pitch pans for an electrical Price........................................................................... $6,490 (Choice Facilities Contract # 22/022MJ-09) All work to be done in a good workmanship like manner with daily removal of debris. Approved by: (Signature) Date Estimated By: Gary Place (Print Name) ce,<<f,HUB ' Wll, o w,m -- CRCHCHCE PARTNERS 2336 Oak Grove Lane, Crossroads, Texas 76227 972-731-8222 * 972-731-8225 FAX Website: www.WsTexas.com * Email: ServiceaWsTexas.com