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STATE OF KANSAS CONSTRUCTION PROJECT NO. A-013442 ADDENDUM NO. 3 August 17, 2018 ISSUED BY:
ISSUED FOR ARCHITECT/ENGINEER
Department of Administration Office of Facilities and Property Management Design, Construction & Compliance 700 SW Harrison St., Suite 1200 Topeka, Kansas 66603-3929
HTK Architects, P.A. 900 S. Kansas Ave., Suite 200 Topeka, KS 66612 Contact: Maria Kutina Phone Number: 785-266-5373 E-Mail: [email protected]
NOTICE ALL BIDDERS FOR THE: Adjutant General’s Department Fort Leavenworth Transient Barracks Leavenworth, Kansas You are instructed to read and to note the following described changes, corrections, clarifications, omissions, deletions, additions, approvals and statements pertinent to the Contract Bid and Construction Documents. The Addendum No. 3 is a part of the Contract Bid and Construction Documents and shall govern in the performance of the Work. General: Article 3-1; Pre-Bid Minutes: (Attachment)
1. Attached is a copy of the Pre-Bid Meeting Minutes and attendees list, 9 pages total.
Article 3-2; MEP WORK – Bid Option / Alternate No.1. 1. All MEP work related to rooms 111, 112, 211, 212, and portions of 121 and 221 shall be bid as alternate
bid.
Specification Items:
Article 3-3: Specification Section 011000 – SUMMARY: 1. 1.6.A,2. Revise the start of construction cannot commence until October 10, 2018, due to the potential
presence of a long-eared bat population which may occupy the site which are expected to migrate away by this date, and due to scheduling of a ground breaking ceremony of the owner on October 9, 2018.
2. 1.6,A.3 Omit this requirement that the North Parking Lot shall be complete prior to the start of the Transient Barracks project.
Article 3-4: Specification Section 017419 – CONSTRUCTION AND DEMOLITION MATERIALS RECYCLING REQUIREMENTS: (Attachment)
1. 3.7. A & B Attachments: Attachments A and B are added and attached to this Addendum, 4 pages total. Article 3-5; Section 033000 Cast In Place Concrete:
1. 2.4.A.1.,e.: Add as approved Vaper Retarders: a. Insulations Solutions, Inc.; Viper Vaporcheck II. b. Barrier-Bac ; VB-350. c. Tex-Trude; Xtreme Vapor Barrier 15
2. 2.7, H.: Add Foam Control; EPS 22 Geofoam as am approved product.
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STATE OF KANSAS
CONSTRUCTION PROJECT NO. A-013442
ADDENDUM NO. 3 August 17, 2018
Article 3-6: Specification Section 034500 – STRUCTURAL PRECAST CONCRETE: 1. 1.5, B. 2. Add: l. Shop drawing shall show coordinated locations of all exterior light, telecom speaks, fire
alarm speakers, wall hydrants, cameras, and all other elements to be penetrating precast or mounted to the face of the precast.
2. 2.4 Connection Materials: Add the following: Low-Conductive Carbon Fiber C-Grid: a. Yarn Type: Zoltek Panex 35. b. Binder Type: Epoxy D1156. c. Yarn/Strand Direction: Warp and weft yarns/strands are to be laid perpendicular, with warp laid to within +10 degrees of perpendicular with weft. d. Cross Over Bond: machine direction - 145 lb.; cross-machine direction - 200 lb. 5. Strands: No missing, broken, or degraded strands.
Article 3-7; Section 042000 CONCRETE UNIT MASONRY: 1. 2.2, C. 6. a. update to colors equal blend of the following three colors: Black Ruby, Pepper, and Coal. 2. 2.2, B. 2.: Density Classification shall be changed from Lightweight to Normal Weight.
Article 3-8: Specification Section 053123 – STEEL ROOF DECKING: 1. ADD 2.4, B. Air Dam: provide manufacturer’s standard air dam where panels continue from the interior of
the building through to the exterior of the building. Air dams shall block the movement of conditioned air from the interior of the building to the exterior.
Article 3-9: Specification Section 055213 – PIPE AND TUBE RAILINGS: 1. Finishes Clarification: Exterior steel railings are to be powder coated and interior steel railings are to be
primed and painted. Article 3-10; Section 057300 – Decorative Metal Railings:
1. 2.3,A.,1 and 2.4,A.,1.: Add Livers Bronze as an approved product manufacturer.
Article 3-11; Section 061600 SHEATHING: 1. 2.1, C. 1. Add USG Securock as an approved product.
Article 3-12; Section 071326 Shelf-Adhering Sheet Waterproofing and Air Barrier: 1. 2.1.A.1: Add as approved Self-Adhering Sheet Waterproofing Membranes:
a. Polyguard; 650 Membrane. b. Soprema; Colphene 3000
2. 2.1.B.1: Add as an approved Air/Vapor Barrier Membranes: a. Polyguard; AirLok 400NP b. Soprena; Stick 1100T
Article 3-13; Section 072100 THERMAL INSULATION: 1. 2.1, A., 1. Add d. ACH Foam Technologies. 2. ADD 2.4 SAFING INSULATION
a. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
i. Fibrex Insulations, Inc. ii. Owens Corning. iii. Roxul Inc.
b. Unfaced, Mineral-Wool Blanket Insulation: ASTM C 665, Type 1 (blankets without membrane facing); consisting of fibers; with maximum flame-spread and smoke-developed indexes of 25 and 50, respectively, per ASTM E 84, passing ASTM E 136 for combustion characteristics.
Article 3-14; Section 075419 TPO Roofing:
1. 2.1, B.: Shall be revised to change ASTM number to “ASTM D 6878”. 2. 2.1.B.1: Add Firestone as an approved product manufacturer.
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STATE OF KANSAS
CONSTRUCTION PROJECT NO. A-013442
ADDENDUM NO. 3 August 17, 2018
Article 3-15: Section 081113 Hollow Metal Frames: (Attachment) 1. Section title shall be changed to read: “Hollow Metal Doors and Frames”. 2. 1.1, A., 1.: Change to read: “Storm Shelter Hollow Metal Doors and Frames” 3. 1.3, B., Add:
10. Elevations of each door design. 11. Details of doors, including vertical and horizontal edge details and metal thicknesses. 12. Frame details for each frame type, including dimensioned profiles and metal thicknesses.
4. 1.5, B.: 1. Change title to read: “Fire-Rated Door Assemblies”. 2. Add the following:
C. Smoke-Control Door Assemblies: Comply with NFPA 105 or UBC Standard 7-2. D. FEMA 361 Design and Construction Guidance for Community Shelters. E. Steel door Institute ANSI/SDI-A50.13 Testing and Rating of Sever Windstorm Resistant
Components for Swing Door Assemblies. 5. 2.3 : Replace this article with “FEMA Rated Hollow Metal Doors and Frames” (Attachment) 6. 3.3 Installation: Add: “C. Hollow Metal Doors:” 2 pages.
Article 3-16; Section 087100 DOOR HARDWARE:
1. 2.4, A. 1. Manufacturers: revise to a. Stanley Best (BE) No Substitutions and omit b. and c.
Article 3-17; Section 096723 RESINOUS FLOORING AND WALL COATINGS: 1. 2.1, A. Add E. BASF as an approved manufacturer.
Article 3-18; Section 102800 TOILET, BATH, AND LAUNDRY ACCESSORIES: 1. 2.3, I. Add World SLIMdri #L-973 Dryer to approved manufacturers. 2. 2.3, J.,5. Electrical Requirements: 120V in lieu of 240 V. 3. ADD 2.7 LOCKER BENCHES
a. Approved Manufacturers: Penco and Lyon. b. Provide bench units with overall assembly height of 17-1/2 inches. c. Bench Tops: Manufacturer’s standard one-piece units, with rounded corners and edges.
i. Laminated clear hardwood with one coat minimum of clear sealer on all surfaces and one coat of clear lacquer on top and sides.
d. Pedestal for Typical Bench i. Fixed Pedestals: Manufacturer’s standard tubular steel supports, with predrilled fastener
holes for attaching bench top and anchoring to floor, complete with fasteners and anchors.
ii. Span: 4’-0” maximum or manufacturer’s standard span whichever is more stringent. e. Wall Bracket for Accessible Bench
i. Dimension 1-1/2” wide, #4 stainless steel with reversible design; not 3” x 3” for wall cleat. ii. Finishes: Stainless Steel. iii. Span: 4’-0” maximum span between brackets. iv. Load: Capable of supporting 250 pounds minimum.
f. Size and quantity: i. Accessible: 20 inches by 42 inches. No back mounted with wall brackets.
1. Quantity: Six (6). ii. Typical Benches:
1. 60 inches by 12 inches. Quantity: Four (4). 2. 72 inches by 12 inches. Quantity: Two (2). 3. 108 inches by 12 inches. Quantity: Four (4).
Article 3-19: Specification Section 232113 – PIPING AND FITTINGS: 1. Niron by Nupi shall be an approved equivalent for Polypropylene piping and fittings.
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STATE OF KANSAS
CONSTRUCTION PROJECT NO. A-013442
ADDENDUM NO. 3 August 17, 2018
Article 3-20: Specification Section 264113 – LIGHTNING PROTECTION: 1. Robbins Lightning and Thompson Lighting shall be approved manufactures, subject to compliance with
requirements.
Article 3-21: Specification Section 265100 – INTERIOR LIGHTING: 1. Premiere Lighting and Foley Group have an approved package of lighting manufactures, subject to
compliance with requirements.
Article 3-22: Specification Section 265600 – EXTERIOR LIGHTING: 1. Premiere Lighting and Foley Group have an approved package of lighting manufactures, subject to
compliance with requirements. Article 3-23; Specification Section 264113 – LIGHTNING PROTECTION:
1. Robbins Lightning and Thompson Lightning shall be an approved manufacture, subject to compliance with requirements.
Article 3-24; Specification Section 260923 – LIGHT CONTROL DEVICES:
1. Creston and Hubbell Nx shall be an approved manufacture, subject to compliance with requirements.
Article 3-25; Specification Section 232123- VARIABLE SPEED WET ROTOR CIRCULATOR PUMP: 1. Wilo shall be approved pump manufacturer.
Article 3-26; Specification Section 232128- VARIABLE SPEED PACKAGED PUMPING SYSTEM:
1. Armstrong and Wilo shall be approved pump manufacturer. Article 3-27; Specification Section 233600- HIGH EEFICIENCY GROUND SOURCE HEAT PUMPS:
1. JCI (Manufactured by Water Furnace) shall be approved heat pump manufacturer. Article 3-28; Specification Section 223500- WATER TO WATER HEAT PUMPS:
1. JCI (Manufactured by Water Furnace) shall be approved water to water heat pump manufacturer. Article 3-29; Specification Section 223400- GAS FIRED CONDENSING WATER HEATERS:
1. Laars shall be approved manufacturer for condensing water heaters and storage tanks. Article 3-30; Specification Section 230553- TESTING AND BALANCING:
1. Precisionaire of the Midwest shall be approved testing and balancing firm.
Drawing Items:
Article 3-31: Drawing Sheet G201: 1. PARTITION TYPES: Revise Masonry wall type M4b to be 4” NWCMU in lieu of 6” described.
Article 3-32: Drawing Sheet C100: 1. Note to install 2 bollards shall be changed to: Install 4 bollards. See Sht. AS101 for details.
Article 3-33: Drawing Sheet C101: 1. The new chain link Fence shown on top of the retaining wall running southeast turns south at corner and
continues southwest and connects to an existing fence. From the corner, a new guardrail continues east along the top of the retaining wall. The note referencing a chain link fence along this section of the retaining wall shall be changed to read: “Guardrail. Refer to Sht. 2-AS102 and 6-AS103 for details”.
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STATE OF KANSAS
CONSTRUCTION PROJECT NO. A-013442
ADDENDUM NO. 3 August 17, 2018
Article 3-34: Drawing Sheet C203: 1. Road Section note “Concrete Retaining Wall (Base Bid)” shall be changed to read “Gravity Retaining Wall
(Base Bid), See Details Sht. C203”. 2. New chain link fence will be required from location of tie-in (just south of 2nd handicap parking stall)
shown on plan heading westerly tying into 30’ Gate Opening (Swing).
Article 3-35: Drawing Sheet AS102: 1. Sidewalk paving areas shown with dark grey-tone shading are locations where integrally pigmented
concrete occurs.
Article 3-36: Drawing Sheet A103: 1. Railings at the floor edge in Lobby 245 and Lobby 201 are to be railing type 3. Reference 14A306.
Article 3-37: Drawing Sheet A304: 1. 1A304 & 1A304 elevator pit foundation walls shall be revised to show concrete walls per the structural
drawings.
Article 3-38: Drawing Sheet A311: 1. 19-A311: Elevator pit foundation walls shall be revised to show concrete walls per the structural drawings.
Provide exterior face of pit walls with self- adhering sheet flashing and drainage panel and geotextile fabric as specified in Section 334600 – Subdrainage.
Article 3-39: Drawing Sheet A312: (Attachment): 1. 4A312 Panel Elevations: Revise Type C panel finish notes, which applies to all panel types, as follows:
a. “Smooth Precast Finish” note shall be changed to read “Medium Sandblast Finish Appearance”. b. “Medium Sandblast Finish Appearance” shall be changed to “Smooth Precast Finish. c. Add two vertical R2 type reveals in the face of the Type C panel. R2 reveals shall be at 2’-6” and 5’-
10” from one of the edges; similar to the two vertical R2 reveals at panel Types A and B. Refer to
ADD Sheet 3.1
2. For clarification: “Provide Color additives for Cottonwood Limestone Colored Finish” note applies to the
complete wall panel concrete matrix, including where thin brick occurs. 12” x 12” color and texture
samples are to be submitted for approval prior to production of mockup or full-size panels.
Article 3-40: Drawing Sheet A313: 1. 2A313 Panel Elevations: Revise R3 Architectural Reveal Profiles as follows:
a. “Smooth Finish” note shall be changed to read “Medium Sandblast”. b. “Medium Sandblast Finish” shall be changed to “Smooth Finish”.
2. 3A313 Precast Panel Reverse Slip-Match Pattern: Clarification of the Note: Wall panel patterns alternate
by doing the following: Panel 2 pattern is achieved by reversing and then rotating 180 degrees the panel
1 pattern. Panel 3 repeats panel 1 pattern, panel 4 repeats panel 2, etc. By doing this the medium
sandblast textured rectangles match across joints between adjacent panels.
Article 3-41: Drawing Sheet A501: 1. Door and Frame Schedule: Doors 122a, 129a, 129b, 130a, and 132 shall be changed from door material
(W) wood to (HM) Hollow Metal. Refer to Article 081113 attachment for Storm Shelter Hollow Metal Door
addition to Specification Section 081113 Hollow Metal Frames.
2. Doors 151a and 151b are to be Frame Material Type HM.
Article 3-42: Drawing Sheet A511: 1. Clarification: Keynote 34500-3, embed plates where noted, are to be engineered and provided by the
Curtainwall, Storefront or Door vender and delivered to the precaster for installation.
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STATE OF KANSAS
CONSTRUCTION PROJECT NO. A-013442
ADDENDUM NO. 3 August 17, 2018
Article 3-43: Drawing Sheet A601: (Attachment) 1. Add the additional access panels shown in the partial revised view 2 from A601 as shown on the attached
ADD 3.2.
Article 3-44: Drawing Sheet S001
1. Part VIII, section B.1: The roof deck for the canopies should be specified as: “EPIC METALS ENVISTA EV6.0FA, 18 GAGE; OR NEW MILLENNIUM 6.0 DEEP-DEK CELLULAR ACOUSTICAL, 18 GAGE.
Article 3-45: Drawing Sheets S101A, S102B and S103C
1. Floor Plan Notes. Note 3: Change “…18” LOW VOLUME CHANGE MATERIAL…” to read “…12” LOW VOLUME CHANGE MATERIAL …”. Refer to structural drawing detail 4S401.
Article 3-46: Drawing Sheets S102A, S120B and S102C
1. Floor Plan Notes. Note 4 shall read: “ROOF DECK AT EXTERIOR CANOPIES SHALL BE EPIC
METALS' ENVISTA EV6.0FA OR NEW MILLENNIUM 6.0 DEEP-DEK CELLULAR ACOUSTICAL, 18
GAGE, GALVANIZED (G90). DECK SHALL BE FASTEN TO STEEL MEMBERS WITH HILTI PIN X-
ENP-19 L15 IN 18/2 PATTERN. SIDE LAPS SHALL BE FASTENED WITH #12 x 3/4" MAXIMUM
LENGTH SELF DRILLING SCREW AT 24". SIDES SHALL BE FASTENED TO SUPPORTING
STRUCTURE WITH 3HILTI PIN X-ENP-19 L15 AT 24".
Article 3-47: Drawing Sheets S104 & S503: 1. Blast Resistant requirements for precast wall panels are as shown and noted on Sheets S320-322. 2. Precast Wall Panel Concrete Matrix requirements are as shown on 12-S004.
Article 3-48; Sheet ME101- 1: PARTIAL DEMOLITION SITE PLAN:
1. Existing building, per Legend Note #1, shall be removed outside of this project. This would include the electrical and telecom removal indicated by Legend Note #2, from building to first set of pull boxes along the driveway. The removal of electrical and telecom from the first set of pull boxes east across the road to the second set, shall be part of this project.
Article 3-49; Sheet ME103- 2: GENERATOR PAD DETAIL: 1. The Generator Pad shall be part of the Generator Alternate.
Article 3-50; Sheet ME103- 3: STANDBY GENERATOR DETAIL:
1. Conduit rough-in from the building to the generator location shall be in the base bid. Including a pull string and capped below grade. All other items shall be part of the Generator Alternate.
Article 3-51; Sheet ME201- HEAT PUMP CONTROL:
1. Sequence shall state heat pump fan to run when space is satisfied and not cycle the unit on/off. Article 3-52; Sheet ME201- 100%OA AIR UNIT:
1. Temperature/humidity controls shall be 72 degrees and 56% RH in lieu of 50% RH. Article 3-53 ; Sheet ME203- DDC MATRIX :
1. GEP-4 status shall be added to the matrix. Article 3-54; Sheet P111: PARTIAL SECOND FLOOR PLAN AREA C:
1. Trench drain shall be label TD-1 in lieu of TD-2. Article 3-55; Sheet MP205- PUMP SCHEDULE:
1. GEP-1, 2, 3 shall be Grundfos # HYDRO MPC E 3CRE45-1-1 3 X 208V 60HZ CAT.
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STATE OF KANSAS CONSTRUCTION PROJECT NO. A-013442
ADDENDUM NO. 3
August 17, 2018
Article 3-56; Sheet M-103 – 2: PARTIAL FIRST FLOOR PLAN AREA B:
1. In Room 231, the WSHP shall be labeled HP-40. 2. Near Room 232a, the WSHP shall be labeled HP-59.
Article 3-57; Sheet M-203 – 2: PARTIAL FIRST FLOOR PLAN AREA B:
1. Near Room 232a, there should be a WSHP labeled HP-59 (reference M-103 for location). Connect ¾” supply and return piping from the mains in the corridor.
Article 3-58; Sheet MP-204 – HEAT PUMP SCHEDULE: 1. Add HP-59 with the HP-39 model NBH, unit size 18. 2. HP-26 shall have a 0.5HP fan. 3. HP-57 shall be a model NBH12. 4. Each WSHP unit shall have 2” MERV 11 filters.
Article 3-59; Sheet MP-204 – DUCTLESS SPLIT SYSTEM SCHEDULES:
1. This schedule represents all (4) units in the Barracks building, not the Maintenance building.
Article 3-60; Sheet E-101 – 3: PARTIAL FIRST FLOOR PLAN AREA B: 1. In Room 132, add an electronically held contactor, minimum of (10) pole positions, 30A rated. Mount on
the northeast wall and power from circuit 39 in panel “P1B”. Locate a computer equipment EPO switch near door and provide a label. Route circuits 38, 40, and 42 from panel “P1B” through the contactor.
Article 3-61; Sheet E-101 – 4: PARTIAL FIRST FLOOR PLAN AREA B:
1. In Room 125, all dryer circuits from Panel “P1L” shall have (3) #10’s and (1) #10 GRD in a ½” conduit. Article 3-62; Sheet E-102 – 2: PARTIAL FIRST FLOOR PLAN AREA C:
1. In Room 119, add an electronically held contactor, minimum of (10) pole positions, 30A rated. Mount on the southwest wall and power from circuit 50 in panel “P1C”. Locate a computer equipment EPO switch near door and provide a label. Route circuits 44 and 46 from panel “P1C” through the contactor.
Article 3-63; Sheet E-103 – 3: PARTIAL FIRST FLOOR PLAN AREA B:
1. In Room 232a, Panel “P2L” shall be located on the south wall. Article 3-64; Sheet E-103 – 3: PARTIAL FIRST FLOOR PLAN AREA B:
1. In Room 232b, add an electronically held contactor, minimum of (10) pole positions, 30A rated. Mount on the northeast wall and power from circuit 50 in panel “P2B”. Locate a computer equipment EPO switch near door and provide a label. Route circuits 38 and 40 from panel “P2B” through the contactor.
Article 3-65; Sheet E-103 – 4: PARTIAL FIRST FLOOR PLAN AREA B:
1. In Room 225, all dryer circuits from Panel “P2L” shall have (3) #10’s and (1) #10 GRD in a ½” conduit. Article 3-66; Sheet E-102 – 2: PARTIAL FIRST FLOOR PLAN AREA C:
1. In Room 217, add an electronically held contactor, minimum of (8) pole positions, 30A rated. Mount on the southwest wall and power from circuit 48 in panel “P2C”. Locate a computer equipment EPO switch near door and provide a label. Route circuits 46 from panel “P2C” through the contactor.
Article 3-67; Sheet E-201 – 2: FIRST FLOOR PLAN AREA B:
1. The exterior light fixture on the west side of the building shown as a “B” light should be revised to an “EB” light like the other exterior lights.
Article 3-68; Sheet E-202 – 1: FIRST FLOOR PLAN AREA C:
2. The overhang south of Vest. 120 has (5) “EA” fixtures to be installed in a soffit. The correct soffit is at the upper elevation, shown on E-204. Add (1) additional “EA” in line with the east fixtures, over the vestibule bump out. Connect to the exterior lighting circuit in the overhang.
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STATE OF KANSAS CONSTRUCTION PROJECT NO. A-013442
ADDENDUM NO. 3
August 17, 2018
Article 3-69; Sheet E-203 – 1: FIRST FLOOR PLAN AREA A:
1. The overhang north of Lobby 245 shall have a second row of (2) “EA” fixtures south of existing row 4 ft off exterior wall. Connect to the exterior lighting circuit in the overhang.
Article 3-70; Sheet E-203 – 2: FIRST FLOOR PLAN AREA B:
1. The overhang south of Lobby 201 shall have a second row of (2) “EA” fixtures northwest of existing row 5 ft off exterior wall. Connect to the exterior lighting circuit in the overhang.
Article 3-71; Sheet E-301 – 1: FIRST FLOOR PLAN AREA A:
1. In Room 144, HP-41’s circuit shall have (4) #10’s and (1) #10 GRD in a ½” conduit. Article 3-72; Sheet E-301 – 2: FIRST FLOOR PLAN AREA B:
1. In Room 131, HP-11’s circuit shall have (4) #8’s and (1) #10 GRD in a 3/4” conduit. 2. In Room 101, HP-12 and HP-15 circuits shall have (4) #8’s and (1) #10 GRD in a 3/4” conduit. 3. In Room 125, HP-13’s circuit shall have (4) #10’s and (1) #10 GRD in a ½” conduit. 4. In Room 127, HP-14’s circuit shall have (4) #10’s and (1) #10 GRD in a ½” conduit. 5. In Room 133, GEP Package pump circuit shall have (4) #4’s and (1) #8 GRD in a 1 ¼” conduit. 6. In Room 133, DOAS-1’s circuit shall have (4) #2/0’s and (1) #3 GRD in a 2” conduit.
Article 3-73; Sheet E-302 – 1: FIRST FLOOR PLAN AREA C:
1. In Room 115, DOAS-2’s circuit shall have (4) #1/0’s and (1) #6 GRD in a 1 ½” conduit. Article 3-74; Sheet E-303 – 1: FIRST FLOOR PLAN AREA A:
1. In Room 244, HP-29’s circuit shall have (4) #8’s and (1) #10 GRD in a 3/4” conduit. Article 3-75; Sheet E-303 – 2: FIRST FLOOR PLAN AREA B:
1. In Room 231, HP-40’s circuit shall have (4) #8’s and (1) #10 GRD in a 3/4” conduit. 2. In Room 201, HP-42 and HP-45 circuits shall have (4) #8’s and (1) #10 GRD in a 3/4” conduit. 3. In Room 225, HP-43’s circuit shall have (4) #10’s and (1) #10 GRD in a ½” conduit. 4. In Room 227, HP-44’s circuit shall have (4) #10’s and (1) #10 GRD in a ½” conduit.
Article 3-76; Sheet E-403 – ELECTRICAL DISTRIBUTION RISER DIAGRAM:
1. The number tag on the panel feeders indicate the circuit number for the panel it is being feed from. Feeder information for that branch panel will be noted on the distribution panel schedule.
Article 3-77; Sheet E-404 – PANEL SCHEDULES: 1. In Panel “DP-1”, the Geo Pump Package circuit breaker shall be 80A and conductors shall be (4) #4’s
and (1) #8 GRD in a 1 ¼” conduit. 2. In “MDP”, “DP-1” shall have 1200A trip, “DP-2” shall have a 800A trip, “P1A” shall have a 200A frame and
a 150A trip, “L1A” shall have a 200A frame and a 150A trip, and “M1A” shall have a 200A frame and a 150A trip.
Article 3-78; Drawing Sheet T501: (Attachment): 1. Copper cable backbone note from Telecom Room T1A to Telecom Room T1B in the Copper Backbone
Cable Termination Detail shall be 25 pair in lieu of 50. Refer to updated sheet T-501. 2. Fiber adapter panel quantities in the elevations have been modified. Fiber housing in Telecom Room T2B
shall be a 4u unit in lieu of a 2u unit. Refer to updated sheet T-501.
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STATE OF KANSAS CONSTRUCTION PROJECT NO. A-013442
ADDENDUM NO. 3
August 17, 2018
Article 3-79 Drawing Sheet T-502 – TELECOM DETAILS AND SCHEDULES: (Attachment): 1. 25-pair ISP copper cable specification added to the Telecommunications Cabling Schedule. Refer to
updated sheet T-502. 2. 50-pair OSP copper cable specification added to the Telecommunications Cabling Schedule. Refer to
updated sheet T-502. 3. Patch cord quantities and model numbers updated on the Telecommunications Cabling Schedule. Refer
to updated sheet T-502. 4. Mighty Mo air blanking panel model number has been updated to #BFPT-2RU-10. Refer to updated
sheets T-502 and T-501.
*** RECEIPT OF THIS ADDENDUM IS TO BE ACKNOWLEDGED ON THE FORM OF BID - DOCUMENT C*** DESIGN, CONSTRUCTION & COMPLIANCE
Form 320
July 2013
900 S. Kansas Ave., Suite 200 • Topeka, KS 66612 • P 785.266.5373 • htkarchitects.com
Notes from Pre-Bid Meeting August 13, 2018
State of Kansas – Pre-Bid Meeting Agenda Department of Administration, OFPM-DCC
General Agenda for Pre-Bid Meetings.
I. Welcome, Introductions, and Attendance – HTK Architects Col Micklin, Comannder, MJ Flores – MTC, Karen Robben - CFMO
II. Data Confirmation – HTK Architects
A. Bid Receiving: August 23, 2018, 2:00 PM, by Deputy Director, Procurement and Contracts, Department of Administration, Suite 451S, 900 S.W. Jackson Street, Topeka, Kansas. Bids will be publicly opened.
B. Plan-holders list: distribution via the Integrated Digital Technologies (IDT) website:
http://kansasdfm.contractorsplanroom.com/. Refer to Document A - Notice to Bidders for additional information regarding electronic bid
documents. – Faxed bids will not be accepted. C. Bid Results: May be obtained from the Office of Facilities and Property Management;
Design, Construction & Compliance three working days after the bid opening by accessing the on-line plan room.
The successful bidder will be given the Contract Forms and instructions for execution which must be returned to Procurement and Contracts within 15 working days. Procurement and Contracts will send this information to DCC who will write the Notice to Proceed for contract time to start the next day. Review B – Instructions to Bidders.
D. Addenda: #1, State Standard for Pre-bid Conference, Pre Qualifications and Modifications to Bid #2, To be issued, includes moving the 2 hour fire wall and structural drawing clarifications E. Known Addendum Items: (Last addendum will be out August 17th, one week before August
23 bid date.) 1. No visible site work can occur until October 10. 2. Product Substitutions 3. Door Hardware – 7-pin Best Core Locks only 4. Take out requirement for Parking lot needing to be complete prior to the start of the
construction of the Barracks.
F. Questions concerning bid bonds, performance bonds, public works bonds insurance, etc. shall be directed to Purchases at 785-296-0408
Bid Bond shall be 5% of base bid payable to the State of Kansas. G. Questions and Substitution Requests: must be made 10 days prior to bid. Send all to:
Maria Kutina 1SG Chris M. Hargis HTK Architects Project Manager, CFMO, KANG Suite 200, Topeka, KS 2722 SW Topeka Blvd, Topeka, KS Tele: 785-266-5373 Tele: 785-646-1217
Meeting Agenda 2 of 4
[email protected] [email protected]
H. Sales Tax: Tax shall be included in all Bid and contract prices. Review Document E – Supplemental General Conditions. Refer to 1.1 A.
I. Site Visit Scheduling: contact Owner rep. Chris Hargis.
J. Testing: Contractor shall provide all testing as outlined in the Contract Documents by
approved independent testing agencies. Notify Architect, Engineer, and Owner’s Representative 5 days prior to special testing. State shall approve of the testing company.
K. Weather claims: Claims can only be for Adverse weather or Unusually severe weather.
These types of claims are defined in D. General Conditions of the Contract. Submit no later than 10 days after the end of the month to be evaluated. Anticipate Adverse weather delays at the number of days outlined per month in Document E – Supplemental General Conditions.
L. Liquidated damages: $250 per calendar day. M. Insurance: Contractor to provide Worker’s Compensation, Commercial general liability,
Automobile liability insurance, Special Form Builder’s Risk N. Land Surveyor: Contractor shall retain a registered land surveyor for constriction staking and
layout. O. Building Permit is not required. Contractor is required to pay for all utility service fees, tap
fees, water meter fees, etc. P. Contractor’s personnel must where badges, obtained daily from check-in desk at Tice Hall for
work on site. Q. Access for cars and light trucks can pass north through the Sherman Ave. gate to gain temporary access drive to the site from Sherman Ave. R. Heavy equipment must access the site via the Grant Ave. Post Gate. A pass is required and
is obtained from the visiter center, located across the street from Tice Hall on Sherman Ave. See map with route, attached to this document.
III. Project Overview – HTK Architects
A. Site layout & Civil Engineering Features – Cook, Flatt, and Strobel B. Building Structural Systems and Building Envelop Materials – HTK Architects C. Building MEP Systems – LSA D. Building Interior Features – HTK Architects E. Alternates / Bid Options – HTK Architects (All Add amounts)
1. A1 Building from Gridline TE to TD 2. A2 Shower Compartment Partition Doors 3. A3 Toilet Compartment Partitions to CMU 4. A4 Ground Face CMU walls and Paint.
Meeting Agenda 3 of 4
5. A5 Resinous Wainscot in Restrooms. 6. A6 Sleeping Bay Partitions. 7. A7 Sleeping Bay Floor Finish 8. A8 Corridor Floor Finish and Tack Panels. 9. A9 Stairway Treads, Risers, and Landing Finishes 10. A10 Attic Walkway 11. A11 Laundry Equipment. 12. A12 Solid Surface Countertops and Sills 13. A13 Retaining Wall Form Liner 14. S1 Soil Nail Wall Veneer 15. E1 Paging System 16. E2 Generator 17 C1 Parking Lot Access
F. Unit Prices – HTK Architects 1. Mass Concrete 2. Reinforcing Steel 3. Common Excavation 4. Machine Compacted Fill 5. Subgrade Preparation with imported materials. 6. Trenching. 7. Bulk Rock Excavation and Placement of Satisfactory Materials Below Exposed
Subgrade. 8. Rock Excavation in Footings, Trenches, and Pits and placement of Satisfactory
Materials Below the Exposed Subgrade. 9. Additional Installed Drilled Reinforced Concrete Piers without Remobilization. 10. Addition for Drilled Pier Hole Casing. 11. Addition for Drilled Pier Mobilization. 12. Addition for Drilled Pier Removal of Obstructions.
G. Allowances – HTK Architects None
IV. Project Scheduling/Phasing/Staging
A. State of Kansas OFPM Review: Approved to go out for bid. B. Project Start Up: October 10, 2018 C. Substantial Completion Date: May 14, 2020. D. Phasing: This project will be conducted a single phase. Owner to remove existing metal building and foundations in a separate contract. Drainage and preloading the soil. Wicking process is anticipated to take 6 to 8
weeks after preloading is complete before construction of foundations can begin. Other construction projects will be occurring at the same time. E. Staging: anticipated staging requirements, access, restrictions, owner use areas. See
construction site plan. A staging area is in the open area east of the Barracks site. F. This is a state of Kansas project, NOT a Corps of Engineer project.
Meeting Agenda 4 of 4
G. There are no prevailing wage rate requirements for this project. H. Vetting Form – See Attached Document.
V. Questions and Comments VI. Adjourn Official Pre-Bid meeting VII. Project site open for exploration
MIDDLE
SPONSOR INFORMATION
SPONSOR CERTIFICATION: I cer tify that the applicant meets the justification requirements above for access pr ivileges. Fur ther -more, I certify that the applicant requires an access control credential as indicated above in order to visit, perform assigned duties or conduct official business on Fort Leavenworth. _______________________________________________ __________________________________________ Sponsor Signature / Date Printed Name and Telephone Number (Invalid if incomplete) (Invalid if incomplete)
APPROVED____ DISAPPROVED____
______________________________ ______________________________________________
Issuing Official Printed Name Issuing Official Signature / Date
LOCAL ACCESS CREDENTIAL (LAC) APPLICATION
DIRECTORATE OF EMERGENCY SERVICES (DES) FORT LEAVENWORTH, KS
(Please Print Legibly)
LAST NAME FIRST NAME MIDDLE
Date of Birth (DD/MM/YY)
APPLICANT INFORMATION
SS # DL # DL State
ADDRESS STATE ZIP
PLACE OF BIRTH
PHONE
GENDER
FLK VCC Form-01 Rev 3/2016
PURPOSE INFORMATION
PURPOSE
VISIT DURATION FROM ____/____/____ TO ____/____/____ CONTRACT EXPIRATION DATE ____/____/____
CRIMINAL HISTORY
Have you ever been ARRESTED, CONVICTED, sent through DIVERSION, etc for any offense other than parking/moving violations?
YES NO
If yes, please explain: ____________________________________________________________________________________________________________________________________________________________________________________
DATA REQUIRED BY THE PRIVACY ACT OF 1974 (5 U.S.C. 552a) AUTHORITY: 10 U.S.C. Section 3012
PRINCIPLE PURPOSE(S): To provide the name, SSN, home address and telephone number to Fort Leavenworth security personnel who
have the need to know in the performance of their official duties. ROUTINE USES: To Federal, State, and local activities for use in security background checks. DISCLOSURE: Mandatory. If not provided, the individual would not be approved for a LAC or pass.
FOR OFFICE USE ONLY
NCIC-III (Y/N) WANTS/WARRANTS (Y/N) BAR LIST (Y/N) KANSAS HOT FILES (Y/N)
OPERATOR INITIALS
CITY
EMAIL EMPLOYER
LAST NAME FIRST NAME
ORGANIZATION / UNIT
REC’D
NOTIFIED
ISSUED
LAC ELLIGIBILITY: This application must be endorsed by an individual approved as a sponsor for Fort Leavenworth. The applicant must demonstra te the need for a valid, recurring need to access Fort Leavenworth. For the purposes of this document, recurring is defined as at least 1 day per week. LACs will not be issued for a duration less than 90 days. THE ORIGINAL OF THIS COMPLETED FORM MUST BE SUBMITTED BY THE SPONSOR. NOTE: All fields must be filled in completely. The sponsor will be notified when the application has been approved. The applicant will have 30 days after notification to receive the ID. After 30 days the process must be restarted.
(Completed by Applicant)
(Completed by Applicant)
(Completed by Sponsor)
(Completed by Sponsor)
CAC ID # EXPIRATON ____/____/____
TYPE OF ACCESS (you may select more than one)
DUTY DAY (M-F 0500 -1800) WEEKENDS (S-S 0500-1800) FULL ACCESS (24/7)
DESTINATION/ CONTRACT #
NOTES:
Enter through the Fort Leavenworth entrance along Grant Avenue. Access willbe allowed after rush hour that ends approximately 8:30 AM to 3:00 PM. Allpersons entering the gate shall provide documentation and identification at thebeginning of the project to allow for the visitor entrance process. A Temporary30-day Pass will be issued by Fort Leavenworth personnel. Contractor shallcontact the Architect for vetting paperwork for the process. Once inside thegate, the Contractor shall turn right on Bullard Avenue, turn immediately righton Dickman Avenue, follow the roadway that changes names to WarehouseRoad which connects into Sherman Avenue. At Sherman Avenue, take a rightand proceed to the contractor’s temporary access entrance for the northparking lot. The contractor shall secure the construction site with perimeterfencing and lockable access gate where construction vehicles enter and exitthe site from Sherman Avenue. The Contractor shall lock the gate at the end ofevery day. The cost for providing, maintenance and removal of the temporaryperimeter fencing and entrance gate shall be the responsibility of theContractor. The Contractor shall provide signage stating the gate is closed toall except for construction traffic to the North Parking Lot site.
GrantGate
Heavy Equipment Access Route to Transient Barracks Site
3
3
3
Section 017419 Att A
CONTRACTOR'S CONSTRUCTION WASTE AND RECYCLING PLAN
Describe the types of recycling processes or disposal activities that will be used for material generated in the project.
Indicate the type of process or activity by number, types of materials, and estimated quantities that will be recycled or
disposed in the sections below:
01 - Reuse of building materials or salvage items on site (Le. crushed base or red clay brick)
02 - Salvaging building materials or salvage items at an off site salvage or re-use center (Le. lighting, fixtures)
03 - Recycling source separated materials on site (Le. crushing asphalt/concrete for reuse or grinding for mulch)
04 - Recycling source separated materials at an off site recycling center (Le. scrap metal or green matls)
05 - Recycling commingled loads of C&D matls at an off site mixed debris recycling center or transfer station
06 - Recycling material as Alternative Daily Cover at landfills
07 - Delivery of soils or mixed inerts to an inert landfill for disposal (inert fill).
08 - Disposal at a landfill or transfer station.
09 - Other
Use these codes to indicate the types of material that will be generated on the project
A = Asphalt C = Concrete M = Metals I = Mixed Inert G = Green Matis
D = Drywall P/C=Paper/Cardboard W/C = Wire/Cable S= Soils (Non Hazardous) M/C = Miscellaneous Construction Debris R = Reuse/Sa W = Wood 0 = Other rf""=-I"'l"iho
Facilities Used: Provide Name of Facility and Location (City)
Total Truck Loads: Provide Number of Trucks Hauled from Site During Reporting Period
Total Quantities: If scales are available at sites, report in tons. If not, quantify by cubic yards. For salvageJreuse items,
estimated
Contractor's Construction Waste and Recycling Plan
Section: 017419 - Att A Page: 1
SECTION 017419 Att A
CONTRACTOR'S CONSTRUCTION WASTE AND RECYCLING PLAN
Continued
Notes:
1. Section 01151A is a Division 01 General Requirement under CSI MasterFormat 1998 Edition.
For CSI MasterFormat 2004 Edition, this Section may be renumbered as follows:
Under Division 00, Procurement and Contracting Requirements, Project Forms 00 60 00
Use: Section 00 62 22 Construction Waste Diversion Plan
2. Suggested Conversion Factors: From Cubic Yards to Tons (Use when scales are not available)
Asphalt: .61 (ex. 1000 CY Asphalt = 610 tons. Applies to broken chunks of asphalt)
Concrete: .93 (ex. 1000 CY Concrete = 930 tons. Applies to broken chunks of concrete)
Ferrous Metals: .22 (ex. 1000 CY Ferrous Metal = 220 tons)
Non-Ferrous Metals: .10 1000 CY Non-Ferrous Metals = 100 ton
Drywall Scrap: .20
Wood : .16
Contractor's Construction Waste and Recycling Plan
Section: 017419 - Att A Page: 2
Section 017419 Att B
CONTRACTOR'S REUSE, RECYCLING, AND DISPOSAL REPORT
..., ..... ",,,. With Each Pa
Describe the types of recycling processes or disposal activities used for material generated in the project. Indicate the type
of process or activity by number, types of materials, and quantities that were recycled or disposed in the sections below:
01 - Reuse of building materials or salvage items on site (Le. crushed base or red clay brick)
02 - Salvaging building materials or salvage items at an off site salvage or re-use center (Le. lighting, fixtures)
03 - Recycling source separated materials on site (Le. crushing asphalUconcrete for reuse or grinding for mulch)
04 - Recycling source separated materials at an off site recycling center (i.e. scrap metal or green matls)
05 - Recycling commingled loads of C&D matls at an off site mixed debris recycling center or transfer station
06 - Recycling material as Alternative Daily Cover at landfills
07 - Delivery of soils or mixed inerts to an inert landfill for disposal (inert fill).
08 - Disposal at a landfill or transfer station.
09 - Other
Use these codes to indicate the types of material that were generated on the project
A = Asphalt C = Concrete M = Metals I = Mixed Inert G = Green MatIs
D = Drywall P/C= Paper/Card board W/C = Wire/Cable S= Soils (Non Hazardous)
M/C = Miscellaneous Construction Debris R = Reu e W = Wood 0 = Other
Facilities Used: Provide Name of Facility and Location (City)
Total Truck Loads: Provide Number of Trucks Hauled from Site During Reporting Period
Total Quantities: If scales are available at sites, report in tons. If not, quantify by cubic yards. For salvage/reuse items,
estimated
Contractor's Reuse, Recycling, and Disposal Report
Section: 017419 - Att 8 Page: 1
Section 017419 Att B
CONTRACTOR'S REUSE, RECYCLING, AND DISPOSAL REPORT
Continued
Notes:
1. Section 01151A is a Division 01 General Requirement under CSI MasterFormat 1998 Edition.
For CSI MasterFormat 2004 Edition, this Section may be renumbered as follows:
Under Division 00, Procurement and Contracting Requirements, Project Forms 00 60 00
Use: Section 00 62 22 Construction Waste Diversion Plan
2. Suggested Conversion Factors: From Cubic Yards to Tons (Use when scales are not available)
Asphalt: .61 (ex. 1000 CY Asphalt = 610 tons. Applies to broken chunks of asphalt)
Concrete: .93 (ex. 1000 CY Concrete = 930 tons. Applies to broken chunks of concrete)
Ferrous Metals: .22 (ex. 1000 CY Ferrous Metal = 220 tons)
Non-Ferrous Metals: .10 1000 CY Non-Ferrous Metals = 100
Drywall Scrap: .20
Wood .16
Contractor's Reuse, Recycling, and Disposal Report
Section: 017419 - Att 8 Page: 2
July 11, 2018 OFPM NO. A-013442 Ft. Leavenworth Transient Barracks DOFE NO. 200151 Ft. Leavenworth, Kansas HTK NO. 1801.12
081113 - 1 HOLLOW METAL DOORS AND FRAMES
SECTION 08 1113 – HOLLOW METAL DOORS AND FRAMES - ATTACHMENT
2.3 FEMA 361 STEEL DOORS AND FRAMES FOR SHELTERS
A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: Manufacturers listed below produce either standard or custom hollow metal work unless otherwise indicated. Verify specific capabilities with individual manufacturers. 1. Ceco Door Products; an Assa Abloy Group company. 2. Curries Company; an Assa Abloy Group company. 3. Fleming Door Products Ltd.; an Assa Abloy Group company.
B. FEMA Rated Hollow Metal Doors 1. Shelter entry doors and their frames shall resist the design wind pressures for components
and cladding as described FEMA 361, 2015 edition & ICC 500-2015. Only single opening and paired opening doors, and their frames that can resist calculated design wind pressures and laboratory tested missile impacts are acceptable.
2. All doors shall have sufficient points of connection to their frame to resist design wind pressure and impact loads.
3. A protective missile resistant barrier is permitted to protect the door opening. The door should then be designed to resist wind pressures. The size and number of shelter doors shall be determined in accordance with applicable fire safety and building codes. In the event the community where the shelter is to be located has not adopted current fire safety and building codes, the requirements of the most recent editions of a model fire safety and a building code shall be used
4. Sheets are to be made of commercial quality hot dipped zinc coated steel that complies with ASTM A924 A60.
5. Vertical edges will join the face sheets by a continuous weld extending the full height of the door. Welds are to be ground and filled to make them invisible and provide a smooth flush surface.
6. Hinge reinforcement to be not less than 7 gage (3/16”) plate 1-1/4” X 9” prepared for 4-1/2 x 4-1/2 x .180 hinges.
7. Reinforce tops and bottoms of all doors with an inverted continuous steel channel not less than 16 gage, extending the full width of the door and welded to the face sheet. Doors shall have a steel closure channel welded in place so the web of the channel is flush with the top of the face sheets of the door. Plastic fillers are NOT acceptable.
8. Door systems Shall be tested and must comply with the FEMA 361 Design and Construction Guidance for Community Shelters and have available verifiable third party conformance test results.
C. FEMA Rated Hollow Metal Frames 1. To be 14-gauge hot dipped zinc coated steel that complies with ASTM designations A924
A60. 2. All frames are to be assembled so that the face miter seam is “closed and tight”. Weld the
face seam, grind and dress the weld area smooth. Apply a zinc rich primer over the grinding area, and finish with a matching prime paint.
3. Frame assembly for single doors and paired openings, shall be tested and must comply with the FEMA 361-2015 Design and Construction Guidance for Community Shelters and have available verifiable third party conformance test results.
July 11, 2018 OFPM NO. A-013442 Ft. Leavenworth Transient Barracks DOFE NO. 200151 Ft. Leavenworth, Kansas HTK NO. 1801.12
081113 - 2 HOLLOW METAL DOORS AND FRAMES
D. Fabrication
1. Provide steel frames for doors to the size and design as shown on the architectural drawings.
2. All finished work shall be strong and rigid, neat in appearance, square, true and free of defects.
3. Jamb depths, trim, profile and backbends to be as scheduled and shown on approved shop drawings.
5. Hardware reinforcements shall be in accordance with the minimum standard gages as listed in SDI-100.
6. Frames shall be mortised, reinforced, drilled and tapped at the factory for template mortised hardware only, in accordance with approved hardware schedule and template provided by the hardware contractor. Where surface mounted hardware is to be applied, frames shall have reinforcing plates only, all drilling and tapping to be done in the field by others.
7. Hinge reinforcement to be not less than 7 gage (3/16”) plate prepared for 4-1/2 x 4-1/2 x .180 hinges.
E. Anchors
1. Anchors for masonry walls to be of the masonry “T” type, Wire masonry type, or Existing Opening anchors. 5 wall anchors per jamb: 4” max from each end of door opening height and equally spaced. 4 wall anchors per head on pairs, 6” max from each end of door opening & 2 at 6” from each side of head centerline on pairs, and 2 wall anchors per head: 6” max from each end of opening width for singles.
2. Dust boxes/mortar guards to be no less than 26 gage. 3. All frames that are to be welded are to have a steel spreader during shipping and handling.
Spreader bars are for bracing only and are not be used to size the frame opening. 4. Punch the stop for 3 silencers on single door and 2 on double door frames.
3.3 INSTALLATION
C. Hollow Metal Doors: Fit hollow metal doors accurately in frames, within clearances specified below. Shim as necessary.
1. Non-Fire-Rated Standard Steel Doors:
a. Jambs and Head: 1/8 inch (3 mm) plus or minus 1/16 inch (1.6 mm). b. Between Edges of Pairs of Doors: 1/8 inch (3 mm) plus or minus 1/16 inch (1.6
mm). c. Between Bottom of Door and Top of Threshold: Maximum 3/8 inch (9.5 mm). d. Between Bottom of Door and Top of Finish Floor (No Threshold): Maximum 3/4 inch
(19 mm).
2. Fire-Rated Doors: Install doors with clearances according to NFPA 80. 3. Smoke-Control Doors: Install doors according to NFPA 105.
9'-0" OR 9'-8"
8"
7'-4"
7'-8"
C
15'-8"
1/2" REVEAL IN PRECAST
SMOOTH PRECAST FINISH
R1
034500-1
PROVIDE COLOR ADDITIVES
FOR COTTONWOOD
LIMESTONE COLORED FINISH
MEDIUM SANDBLAST FINISH APPEARANCE
R3
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C 9'-2"
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SHEET CONTENTS:
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FIRST FLOOR RCP - ACCESS
PANELS
200151
1/8" = 1'-0"1FIRST FLOOR RCP - AREA B ACCESS PANELS N
ORTH
.2
NO SCALE
SLEEVE/CONDUIT DETAIL7
GROUND WIRE LABEL8 NO SCALE
CATV RISER DIAGRAMNO SCALE10
SINGLE GANG FACEPLATE DETAIL
T1-100-XXXT1-100-XXX
T1-100-XXX
9 NO SCALE
TELECOMMUNICATIONS BONDING
CONDUCTOR.IF THIS CONNECTOR OR CABLE IS
LOOSE OR MUST BE REMOVED,
PLEASE CALL THE BUILDING
TELECOMMUNICATIONS MANAGER.
2 NO SCALE
FIBER BACKBONE CABLE TERMINATION DETAIL1 NO SCALE
COPPER BACKBONE CABLE TERMINATION DETAIL
EXISTING TICE HALL BUILDING 1952
NEW BARRACKS
EXISTING TICE HALL BUILDING 1951
NEW BARRACKS
6 TELECOM1/2"=1'-0"
ELEVATION
ROOM T2B3 TELECOM1/2"=1'-0"
ELEVATION
ROOM T1A
4 TELECOM1/2"=1'-0"
ELEVATION
ROOM T1B
5 TELECOM1/2"=1'-0"
ELEVATION
ROOM T2A
A R
C H
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PA
3639 SW Summerfield Drive, Suite A
Telephone: (785) 233-3232
Latimer Sommers& Associates, P.A.
C O N S U L T I N G E N G I N E E R S
Topeka, Kansas 66614-3974
FAX: (785) 233-0647
Email: [email protected]
LSA PROJECT NO. 1808002
DATE:
REVISED DATE:
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Original Contract
Documents
TELECOM DETAILS
T501
ADDENDUM #3 08-16-18
TELECOMMUNICATIONS CABLING SCHEDULE
TELECOMMUNICATIONS HARDWARE SCHEDULE
ACCESS CONTROL LEGEND
SECURITY HARDWARE SCHEDULE
2 SINGLE DOOR ENTRYNO SCALE
ACCESS CONTROL DOOR DETAIL
FRONT ELEVATION
WEATHERHEAD DETAILNO SCALE1
FRONT ELEVATION
3 NO SCALE
ADA CONTROL DOOR DETAIL
SCHEMATIC
FRONT DOOR
A R
C H
I T
E C
T S
PA
3639 SW Summerfield Drive, Suite A
Telephone: (785) 233-3232
Latimer Sommers& Associates, P.A.
C O N S U L T I N G E N G I N E E R S
Topeka, Kansas 66614-3974
FAX: (785) 233-0647
Email: [email protected]
LSA PROJECT NO. 1808002
DATE:
REVISED DATE:
DEP
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EN
ER
AL'S
DEP
AR
TM
EN
T
1801.12
FT. LEA
VEN
WO
RTH
TR
AN
SIE
NT B
AR
RA
CK
SK
AN
SA
S A
RM
Y N
ATIO
NA
L G
UA
RD
BU
ILD
ING
NU
MB
ER
00
00
0-0
19
73
200151
July 11, 2018
July
11
, 2
01
8
Original Contract
Documents
TELECOM DETAILS AND
SCHEDULES
T502
ADDENDUM #3 08-16-18
