project no. 200101 35 th id national guard …...project no. 200101 35th id national guard readiness...

PROJECT NO. 200101 35TH ID NATIONAL GUARD READINESS CENTER

FT. LEAVENWORTH, KS

Amendment No. 2 AD2 - 1

35TH ID NATIONAL GUARD READINESS CENTER FT. LEAVENWORTH, KS PROJECT NO. 200101 CONTRACT AMENDMENT NO. 2 August 20, 2018 NOTICE TO ALL BIDDERS: The following are changes in the previously issued plans and specifications and supersede conflicting information so included. When a change is made affecting a part of a drawing or specification, the balance of that drawing or specification shall remain unchanged. Bidders must acknowledge receipt of this amendment in the space provided on the Bid Form. Failure to do so may subject Bidder to disqualification. The Contract Amendment No. 2 is a part of the Contract Bid Documents and Construction Documents and shall govern in the performance of the Work. GENERAL ITEMS

Article 2-1: WESTAR ENERGY CONTACT: Contact Individual for Westar Energy: Jon Hain 913-758-2724 (Also found on sheet ME001, Site plan notes)

Article 2-2: MULTIPLE PROJECT ROLES: A maximum of two project roles may be held by one person if specified training and qualifications are met as follows: The LEED coordinator may also serve as Waste Management Coordinator as noted in Sec-tion 018113,13, 1.6 Quality Assurance. The Safety Manager may also serve as the Quality Control Man-ager.

Article 2-3: PROJECT MANAGER QUALIFICATIONS: A Project Manager with a Construction Science degree in lieu of an engineering degree from an accred-ited university is acceptable.

Article 2-4: ACCESS PATH TO NORTH PARKING LOT SITE (Attachment): Access to the North Parking Lot site for heavy equipment is specified in Section 011000 , 1.5, A., c.. This path is illustrated by a site visual image attached to this amendment. Access is limited to between the hours of 8:30 AM to 3:00 PM daily.

SPECIFICATIONS:

Article 2-5: Specification Section 011000 – SUMMARY: 1. 1.6.A,3. 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.

Article 2-6: Specification Section 018113.13 – LEED FOR NEW CONSTRUCTION (Attachment): 3.4. ATTACHMENTS: Form LEED 2009 is attached to this Amendment No. 2. Article 2-7; 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.


FT. LEAVENWORTH, KS


c. Tex-Trude; Xtreme Vapor Barrier 15 2. 2.7, H.: Add Foam Control; EPS 22 Geofoam as an approved product.

Article 2-8: Specification Section 034000 – 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: R. 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 2-9: Specification Section 034500 – PRECAST ARCHITECTURAL 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. 2.5 Connection Materials: Add the following: M. 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.

3. 2.10 Terracotta Precast: A., 1. Color Selection to match thin brick color of Endicott Ruby Red Velour, as close as possible, in the NBK 9.05-0 to 9.09-0 group 3 range or Terreal Rouge/Red product range.

Article 2-10; Section 042000 CONCRETE UNIT MASONRY:

1. 2.2, A. 4.: Density Classification shall be changed from Lightweight to Normal Weight.

Article 2-11: 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 2-12: 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 2-13; Section 057300 – DECORATIVE METAL RAILINGS:

1. 2.3,A.,1 and 2.4,A.,1.: Add Livers Bronze as an approved product manufacturer. Article 2-14 Section 061600 SHEATHING:

1. 2.1, C. 1. Add USG Securock as an approved product.

Article 2-15; Section 071326 SHELF-ADHERING SHEET WATERPROOFING AND AIR BARRIER: 1. 2.1.A.2: Add as approved Self-Adhering Sheet Waterproofing Membranes:

d. Polyguard; 650 Membrane. e. Soprema; Colphene 3000

2. 2.2.A.1: Add as an approved Air/Vapor Barrier Membranes: d. Polyguard; AirLok 400NP e. Soprena; Stick 1100T


FT. LEAVENWORTH, KS


Article 2-16; 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 2-17 Section 074213 COMPOSITE METAL WALL PANELS:

1. 2.4, A., 2.: Add SGH; ; J-WALL as an approved product. Article 3-18; 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. 3. 2.1,B., 2.: Thickness shall be changed from 72 mils to 80 mils.

Article 3-19: Section 081113 HOLLOW METAL DOORS AND FRAMES: (Attachement)

1. Add: 1.1, A., 2. “Storm Shelter Hollow Metal Doors and Frames”.

2. 1.5, B.: 1. Change title to read: “Fire-Rated Door Assemblies”. 2. Add the following:

a. Smoke-Control Door Assemblies: Comply with NFPA 105 or UBC Standard 7-2.

b. FEMA 361 Design and Construction Guidance for Community Shelters. c. Steel door Institute ANSI/SDI-A50.13 Testing and Rating of Sever Windstorm Resistant

Components for Swing Door Assemblies. 3. ADD: 2.4.1: FEMA Rated Hollow Metal Doors and Frames” (Attachment)

Article 2-20 Section 095113 ACOUSTICAL PANEL CEILINGS:

1. 2.3, F: Basis of Design Type A product meets and exceeds the 0.70 NRC rating. Please submit product per the Basis of Design properties..

2. 2.4, B: Change Product from USG Radar High NRC Climaplus to USG Radar Acoustical Panels. 3. 2.4, E: Change NRC Rating from “Not less than 0.85” to “Not less than 0.55”.

Article 2-21; Section 096723 RESINOUS FLOORING AND WALL COATINGS: 1. 2.1, A. Add E. BASF as an approved manufacturer.

Article 2-22; Section 102800 TOILET, BATH, AND LAUNDRY ACCESSORIES: 1. 2.3, H., 5. Electrical Requirements: 120V in lieu of 240 V. 2. 2.3, H., 1: Change ASI # to #0199-1-93.

3. 2.3, G.: Add: World, SLIMdri #L-973 Dryer to approved manufacturers.

Article 2-23; Section 122413 ROLLER WINDOW SHADES: 1. Change Heading “PART 2 GENERAL (Bid Option No. 3)” to “PART 2 GENERAL (Bid Option No.

6)”.

2. 3.3, A., 1: Change to “Extra Dense Twill Weave “6000” series, 3 percent open – RAILROADED”.

Article 2-24; Sections 210548, 230548, 260548 SEISMIC PROTECTION:


FT. LEAVENWORTH, KS


1. These specification sections are listed in the table of contents as a reference to section 220548 for Seismic Protection requirements that also apply to these sections.

Article 2-25:; Specification Section 230553- TESTING AND BALANCING: 1. Precisionaire of the Midwest shall be approved testing and balancing firm.

Article 2-26: Specification Section 264113 – LIGHTNING PROTECTION: 1. Thompson Lightning shall be an approved manufacture, subject to compliance with requirements.

Article 2-27: Specification Section 263353 – UNINTERRUPTIBLE POWER SUPPLY: PART 1 - Eaton shall be an approved manufacture, subject to compliance with requirements.

Article 2-28: Specification Section 260923 – LIGHTING CONTROL DEVICES: PART 1 - Crestron and Hubbell Nx shall be an approved manufacture, subject to compliance with requirements.

DRAWINGS: Article 2-29: KEYNOTE LEGEND – (G & A Sheets where occurs):

1. Revise all references from 042000-1 to be referencing 042000-2.

Article 2-30: SHEET 105: 1. At Work Room 301: Revise reference note 34 to read 39. (Solid Surface Counter Top)

2. At Library 305: Revise reference note 33 to read 39. (Solid Surface Counter Top)

Article 2-31: SHEETS S104 & S503:

1. Blast Resistant requirements for precast wall panels are as shown and noted on Sheet 503.

2. Precast Wall Panel Concrete Matrix requirements are as shown on 12-S104.

Article 2-32: 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.

Article 2-33; S201A

1. Some dimensions and top of footing elevations are being modified on the outside walls, east of grid 10

Article 2-34; S205

1. Partial plan 1: Some dimensions and top of footing elevations are being modified on the outside walls, West of grid 1

Article 2-35; S403

1. Detail 15: A note is being modified to clarify backfill material. Article 2-36; S405

1. Detail 12: Precast option from CMU lintels is being removed. Article 2-37; S410

1. Detail 2: dimensions and reinforcement is being modified for retaining walls.


FT. LEAVENWORTH, KS


Article 2-38: Drawing SHEETS C211, C505, C506:

1. Bid Option / Alternate 13: C1. Parking Lot Access: In lieu of none in Base Bid, provide: Bid Option C1: Provide the parking lot access road and related work, as well as the site work at

the north parking lot shown on sheet C203. Work includes all earthwork, curb and gutter, surfacing, retaining walls, stairways, railings, fencing, gates and seeding.

Article 2-39: Drawing SHEET E102:

1. In Room 136, add an electronically held contactor, minimum of (10) pole positions, 30A rated. Mount on the west wall and power from circuit 8 in panel “0U1”. Locate a computer equipment EPO switch near door and provide a label. Route circuits 5, 7, and 9 from panel “0U1” through the contactor.

Article 2-40: Drawing SHEET E104: 1. In Room 271, add an electronically held contactor, minimum of (10) pole positions, 30A rated. Mount

on the east wall and power from circuit 25 in panel “1U1”. Locate a computer equipment EPO switch near door and provide a label. Route circuits 17, 19, and 21 from panel “1U1” through the contactor.

2. In Room 279, add an electronically held contactor, minimum of (10) pole positions, 30A rated. Mount on the south wall and power from circuit 27 in panel “1U1”. Locate a computer equipment EPO switch near door and provide a label. Route circuits 6, 8, and 10 from panel “1U1” through the contactor.

3. In Room 236, add an electronically held contactor, minimum of (10) pole positions, 30A rated. Mount on the west wall and power from circuit 29 in panel “1U1”. Locate a computer equipment EPO switch near door and provide a label. Route circuits 5, 7 and 9 from panel “1U1” through the contactor.

Article 2-41: Drawing SHEET T401: 1. Fiber cable backbone from Telecom Room T2B to SIPRnet rack (as shown in the “Fiber Backbone

Cable Termination Detail on sheet T401) shall be labeled singlemode in lieu of multimode. Refer to revised sheet T401.

2. Copper cable backbone between telecom rooms (as shown in the Copper Backbone Cable Termination Detail on sheet T401) shall be labeled as 50-pair in lieu of 25-pair. Refer to revised sheet T401.

Article 2-42: Drawing SHEET T402: 1. “Telecommunications Hardware Schedule” and “Telecommunications Cabling Schedule” updated.

Refer to revised sheet T402.

Article 2-43: Drawing SHEET T403: 1. Elevations updated. Refer to revised sheet T403.

23 Pages Total (18 Attached) END OF AMENDMENT NO. 2

***RECEIPT OF THIS AMENDMENT IS TO BE ACKNOWLEDGED ON THE BID FORM***

W912JC-18-R-5702, Amendment 2 – Questions and Answers

** Proposal Due date is revised from August 30, 2018 to September 6, 2018 2:00 pm Central Time. **

Proposal Preparation/Instructions Clarifications/Questions:

1. The Small Business Participation Plan and Small Business Subcontracting Plans (Exhibits D and

E) require cost data. Should these be moved from Volume 2 to Volume 1 of the Proposal

Submittal.

a. Exhibits D and E, Small Business Participation Plan and Small Business Subcontracting

Plans should be included in Volume 1 of the proposal submittal. DO Not include any

Cost/Price information in Volume2.

2. The SF 1442 in Block 8 indicates to address the offer to a different contact than that provided in

the 00110 proposal Preparation Instructions, paragraph 2.3. Please confirm the address

provided in 2.3 is correct.

a. The address in Block 8 of the SF 1442 is the issued by address. The address and contact

name in Block 2.3 of the Proposal Content section is the correct information for

submittals.

3. We assume that the original bid bond shall be placed in the Price Volume. Please confirm.

a. Yes – please include the Original Bid Bond in Volume 1, Price Proposal.

4. It appears in -0110 Proposal Preparation Instruction a CD is required for the Technical Volume.

However, it is not stated a CD is required for the Price Volume. Please confirm no CDs shall be

provided for the Price Volume.

a. This is correct. A Hard Copy of the Price Volume is required. No CD. Original signature

is required is required on the SF1442.

5. 00110 Proposal Preparation Instructions indicates tab indexing will be used to identify sections

as appropriate. Bidder assumes this is stating that items in the Table of Contents should be

referred to as Tab A, B, C, etc. as appropriate. Please confirm our understanding is correct.

a. Tabs can be in contractors format

6. Please clarify intent of 00110 Technical Capability proposal. We understand that the

government is seeking relevant project descriptions (which may also be found in the

Past/Present Performance information volume) in this section as well as resume to satisfy this

requirement. Please confirm our understanding is correct.

a. See 2.5.2 for clarification.

7. Please confirm the use of tabs and subtabs is acceptable to facilitate organization.

a. Yes, tabs and subtabs in both volumes are acceptable.

8. Section 00110, Proposal Preparation Instructions, paragraph 2.4.4 states all pages of each

proposal shall be appropriately numbered, and identified with the RFP number. Please confirm

this is intended for narrative pages only, and not for forms such as PPQs, CCAS, SF 12442, eSRS

reports, SF30’s, bid forms, and any other similar document that is a government form and not

feasible to provide this information on.

a. This is confirmed.

9. In Section 00120 Subfactor 1, Paragraph 2.2.3.3 states Proposal must demonstrate adequate

quality control processes to give the government confidence of the offeror’s ability to

successfully manage the material submittal process, and ensure subcontractor compliance with

contract documents. Please confirm the intent is for this to be the evaluation criteria for

Subcontractor 3: Quality Control (section 2.2.5).

a. Subfactor 1 and Subfactor 3 address separate requirements/information that will be

evaluated relating to Quality Control. Subfactor 1 will evaluate the quality control

processes and offeror’s ability to manage material submittal process and subcontractor

compliance. Subfactor 3 will be used to evaluate whether the quality control staff and

lines of authority are adequate to meet the contracts requirements.

10. Please confirm Section 00010 – Solicitation Contract Form is the Section that shall be used to

insert pricing to be returned with the proposal.

a. This is correct. Please indicate pricing on the CLIN Lines.

11. Is this project Tax Exempt.

a. Yes this project will be exempt from payment of Sales tax, Local Sales Tax, or

Compensating tax when purchasing tangible property or services. See the attached

Example of the Project Exemption Certificate.

12. It is assumed that legible ink is acceptable to complete the bid form pricing items and the

pricing/percentage items in Exhibit D and Exhibit E. It is common in a hard bid such as this to

enable writing in the numbers in these fields to meet the pricing timelines. Please confirm.

a. Yes. Completion of this information in ink is acceptable.

13. Section 00110 states that the offeror may prepare no more than 5 of the Exhibit A Documents,

but the Exhibit A document states no more than 3 projects may be submitted. Please confirm

which is correct.

a. Section 00110, paragraph 2.5.3.4 change the quantity to 5 for Exhibit A. Also Exhibit A is

revised to reflect a quantity of no more than 5.

14. SF 1442 Block 11 states “the contractor shall begin performance within 60 calendar days and

complete it within 730 calendar days after receiving notice to proceed” however 52.211-10

states “720” calendar days after receiving notice to proceed. Please verify which contract

duration should be utilized for the schedule.

a. The correct number of days is 730 days from the date of Notice to Proceed.

15. Are Exhibits D and E the required formats or can we use our own format/plan as long as it meets

the same requirements?

a. The formats in Exhibits D and E are the required formats.

16. Exhibit E Subcontracting Plan form provides a placeholder for just one option. Please confirm

the intent is to provide a combined total for all the option in the Option category, rather than to

create new tables for each option.

a. Yes- Please submit the proposed Subcontracting plan using the Base and then all the

options combined.

17. Section 00110 Proposal Preparation Instructions, Paragraph 2.5.3.12.1 requires consent forms

for key personnel if they are not presently company employees or are subcontractors.

a. Instead of using Exhibit B or Exhibit C for this purpose please provide a letter of intent if

the intended person is not part of the offeror’s organization at the time the proposal is

submitted. If the key personnel will be a subcontractor then a Exhibit B is required from

the subcontractor company and provide a resume as required by Exhibit A.

18. Section 00110, Proposal Preparation Instructions, paragraph 2.1.1- there is no information as to

page limit or content for the 6 Subfactors listed for Volume 2 other than Past/Present

Information to be provided in Exhibit A. It appears these factors will be rated during the

evaluation as defined in Section 00120. Will instruction for required content/page limitation

that apply to these 6 subfactors be provided?

a. Page limits apply only when specifically identified – otherwise there is no page limit.

Also Volume 2, Part 3 information will now be required to be submitted with Volume 1,

Price proposal instead of with Volume 2.

19. It is noted that paragraph numbers are missing or mis-numbered in the Proposal Preparation

Instructions and Proposal Evaluation Sections of the instructions. Are there missing paragraphs

or missing information?

a. There is no missing information or paragraphs. The paragraph are misnumbered.

20. The 2.5.3.11 Past Performance References Section indicates to send the PPQ directly to the

Contracting Officer. If we have a previously completed PPQ will we be required to obtain a new

PPQ for submission? Or is it acceptable to include this previously completed PPQ in our

proposal.

a. The requirement is for the PPQ to be completed by the organization that is providing

the reference and to submit it directly to the Contracting Officer. These are to be

emailed to [email protected] and must arrive no later than the closing date

for the receipt of proposals. Questionnaires received late will not be

reviewed/evaluated. Offerors are not to review the Past Performance Questionnaires

prior to submission to the Contracting Officer.

21. We understand that there are no page limits for the Part 1, Exhibit A, Performance Relevancy

Questionnaire. Please confirm.

a. As previously addressed, you can submit no more than 5 of these Performance

Relevancy Questionnaires. But other than the number of Questionnaires submitted

there is no page limit.

mailto:[email protected]


FT. LEAVENWORTH, KS

081113 - 1 HOLLOW METAL DOORS AND FRAMES

SECTION 08 1113 – HOLLOW METAL DOORS AND FRAMES - ATTACHMENT

2.4.1 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.


FT. LEAVENWORTH, KS

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.

NOTES FROM PRE-PROPOSAL CONFERENCE

Pre-Proposal Conference: 35th ID Readiness Center, Leavenworth Kansas

Solicitation W912JC-18-R-5702

August 8, 2018

Agenda

(Note this conference is for Readiness Center only and not the Barracks Project that is being solicited

by the State of Kansas)

Introductions - Contract Specialist, Karen Robben

Contracting Officer, Adam Villalobos (Not present)

Project Manager/ Contracting Officers Representative, Chris Hargis

Others

Terms and conditions of the solicitation and specification remain unchanged unless there is a written

amendment in writing to the solicitation.

All questions shall be submitted via email to the contracting office: Subject Line W912JC-18-R-5702,

Email to: [email protected]. All questions and RFI’s must be received no later than the 5th

day prior to closing- submit questions early.

Amendment(s) will be posted to answer all questions.

Interested offerors must be registered in the System for Award Management www.sam.gov

Proposals will be mailed or hand carried to: USPFO for Kansas, Contracting Office, Attn: Karen

Robben 2737 S Kansas Avenue, Topeka KS 66611

Proposals are currently due on August 30, 2018 at 2:00 pm CDT.

Sign In Sheets - - The list of attendees will be posted with the next Solicitation Amendment.

Synopsis: Construct a Readiness Center and Supporting Structures at Leavenworth Kansas

Magnitude of the Project is between $25Million and $100Million

A Firm Fixed Price Contract will be awarded.

This is being procured as Unrestricted – all businesses can submit

Bid Bonds are required. See FAR 52.228-1. Amount of Bid Guarantee is 20 percent of the bid price or $3

Million, whichever is less.

Award will be made to the offeror representing the best value to the Government using tradeoff factors

including Technical, Past Performance, Price and Small Business Participation. See Section 00120 for

Proposal Evaluation information. Intend to Award without discussion.

Technical factor is somewhat more important than Past Performance.

Past Performance is significantly more important than Small Business Participation.

Non-Cost factors are approximately equal to the Price factor.

Solicitation, Plans & Specifications: https://www.fbo.gov

Construction period is 730 calendar days after receiving Notice to Proceed

Davis Bacon Wages apply to this project – see Department of Labor Website

http://wdol.gov/dba.aspx for current wages. The most current wage determination is in effect and

applies as of the closing date of the solicitation.

Proposals:- Carefully review RFP Section 00120 for Proposal preparation instructions including

binding, page limits, exhibits required, etc.

2 – Volumes

3-ring binders are preferred. Indexed Volumes with Table of Contents

Volume 2 also electronically on CD/DVD

Volume 1 – Price Proposal, Small Business Participation Plan & Subcontracting Plan(Note that

there will be an amendment moving the SB Participation Plan & Subcontracting Plan from Vol. 2 to Vol

1)

Hand written completion of SF1442, pricing on CLINs, etc. is acceptable. One copy of the

SF1442 is required to have an original signature Completed Section 00600 and Representations and

Certifications on the SAM website.

Volume 2 –( No Pricing or Cost information to be included in this Volume)

Part 1 Technical

Subfactor1, Experience & Capability. See Exhibit B for Subcontractors.

Subfactor 2, Construction Schedule & commissioning approach/timeline

Subfactor 3, Quality Control

Subfactor 4, LEED

Part 2 Past Performance

Past Performance – current/ongoing performance that is 70% complete or greater

Exhibit A, Parts 1 and Parts 2 and Exhibit C (will be amending to allow submittal of 5-

Exhibit A’s)

Key Persons- if subcontractor personnel then an Exhibit B or Letter of Intent is required.

In order for Subcontractors Past Performance information and teaming Partners information to be

reviewed/considered an Exhibit B for that Subcontractor must be submitted.

Suggest sending the reference questionnaires (Exhibit C) out as soon as possible and

they are to be returned via email to [email protected]

Technical:

1. Utilities: temporary utilities will be the responsibility of the contractor and contractor will pay

all charges for the temporary utilities.

2. Brand Name Requirements: Stanley/ Best Lock Cores and Automated Logic for automated

building controls.

Performance & Payment bonds required – see FAR 52.228-115

3. The Contractor shall perform on the site and with its own organization, work equivalent to at

least 15% of the total amount of work to be performed. See FAR 52.236-1. This can include

management and supervision performance.

4. This project is NOT a Corps of Engineers Project.

5. Building Permit is not required. Contractor is required to pay for all utility service fee, tap fees,

water meter fees, etc.

Data Confirmation – HTK Architects

A. Known Amendment Items:

1. No visible site work can occur until October 10.

2. Product Substitutions

4. Make the loop road access to the north parking lot an alternate.

5. Omit Unit Prices.

G. Questions and Substitution Requests: Send all to:

Dennis Haugh, [email protected]

Maria Kutina, [email protected]

HTK Architects

900 S. Kansas Ave., Suite 200

Topeka, KS

Tele: 785-266-5373

1SG Chris M. Hargis

Project Manager, CFMO, KANG

2722 SW Topeka Blvd.

Topeka, KS

Tele: 785-646-1217

H. Site Visit Scheduling: contact Owner rep.

I. 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.

J. Weather claims: Claims can only be for Adverse weather or Unusually severe weather.

K. Liquidated damages: $1,180.50 per calendar day. Refer to Solicitation Clause 52.211-12

L. Insurance: Contractor to provide Worker’s Compensation, Commercial general liability,

Automobile liability insurance, Special Form Builder’s Risk

M. Land Surveyor: Contractor shall retain a registered land surveyor for constriction staking

and layout.

Project Overview – HTK Architects

A. Site layout & Civil Engineering Features – Cook, Flatt, and Strobel. CAD drawings for

bidding will be made available. Contact Kevin Holland: [email protected]

B. Building Structural Systems and Building Envelop Materials – HTK Architects

C. Building MEP Systems – LSA

D. Building Interior Features – HTK Architects

E. Bid Options – HTK Architects

1. North POV Parking Lot – Asphalt Pavement is by bid option. Gravel is provided

in the base bid.

2. Architectural Precast Thin Terracotta

3. Metal Lockers

4. Operable Partition

5. Dock Lift

6. Window Roller Shades

7. Terracotta Baguette Window Sunscreens

8. Site Furnishings

9. Maintenance Building

10. Audio Visual system

11. Generator

12. Voice Communications Cable

F. Unit Prices – HTK Architects – to be omitted from the project.

G. Allowances – HTK Architects

None

Project Scheduling/Phasing/Staging

A. Phasing: This project will be conducted in a single phase.

North Parking Lot must be complete prior to the start of the building construction

Other construction projects will be occurring at the same time.

B. Staging: anticipated staging requirements, access, restrictions, owner use areas. See

construction site plan.

C. Site Access & Work Restrictions:

1. Access to the project sites are through controlled security gates. Vetting

forms for completion by the contractor for all employees entering sites are

required. Refer to specification section 011000 Summary, article 1.5.

2. Access to north parking lot site is limited to after the morning rush hour

ends at 8:30 AM to 3:00 PM when evening rush hour begins. Vetting form is

required for site access. See attached Vetting Form.

6. Contractor’s personnel must where badges, obtained daily from check-in desk

at Tice Hall for work on site.

7. Access for cars and light trucks can pass north through the Sherman Ave. gate to

gain temporary access to the north parking lot site from Sherman Ave. See

enclosed diagram.

8. Heavy equipment must access the north parking lot site via the Grant Ave. Post

Gate. A pass is required and is obtained from the Visitor Center, located across

the street from Tice Hall on Sherman Ave. See map with route attached to this

document.

9. Material delivery trucks and flatbeds that can make the turn are allowed in

through the Sherman Ave. National Guard Gate to the south Readiness Center

and NE Remote Vehicle Maintenance sites.

Questions and Comments

Adjourn Official Pre-Bid meeting

Project site open for exploration

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 North Parking Site

dah

Text Box

dah

Image

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

EMAIL

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:

LEED 2009 for New Construction and Major Renovations Leavenworth Readiness Center

Project Checklist 95% 5/3/17

10 Possible Points: 26Y ? N Y ? N

Y Prereq 1 2 Credit 4 1 to 2

1 Credit 1 1 N Credit 5 1 to 2

N Credit 2 5 N Credit 6 Rapidly Renewable Materials 1

N Credit 3 Brownfield Redevelopment 1 N Credit 7 1

N Credit 4.1 6

1 Credit 4.2 1 8 Possible Points: 153 Credit 4.3 Alternative Transportation—Low-Emitting and Fuel-Efficient Vehicles 3

2 Credit 4.4 2 Y Prereq 1

N Credit 5.1 Site Development—Protect or Restore Habitat 1 Y Prereq 2

N Credit 5.2 Site Development—Maximize Open Space 1 1 Credit 1 1

1 Credit 6.1 Stormwater Design—Quantity Control 1 N Credit 2 1

1 Credit 6.2 Stormwater Design—Quality Control 1 1 Credit 3.1 1

N Credit 7.1 Heat Island Effect—Non-roof 1 1 Credit 3.2 1

1 Credit 7.2 1 1 Credit 4.1 1

N Credit 8 Light Pollution Reduction 1 1 Credit 4.2 1

1 Credit 4.3 1

7 Possible Points: 10 1 Credit 4.4 1

N Credit 5 1

Y Prereq 1 1 Credit 6.1 Controllability of Systems—Lighting 1

4 Credit 1 Water Efficient Landscaping 2 to 4 N Credit 6.2 1

N Credit 2 Innovative Wastewater Technologies 2 N Credit 7.1 1

3 Credit 3 2 to 4 N Credit 7.2 Thermal Comfort—Verification 1

N Credit 8.1 1

19 Possible Points: 35 N Credit 8.2 1

Y Prereq 1 1 Possible Points: 6Y Prereq 2

Y Prereq 3 Credit 1.1 1

12 Credit 1 1 to 19 Credit 1.2 1

N Credit 2 1 to 7 Credit 1.3 1

2 Credit 3 2 Credit 1.4 1

2 Credit 4 2 Credit 1.5 1

3 Credit 5 3 1 Credit 2 1

N Credit 6 2

4 Possible Points: 45 Possible Points: 14

1 Credit 1.1 1

Y Prereq 1 1 Credit 1.2 1

N Credit 1.1 1 to 3 1 Credit 1.3 1

N Credit 1.2 Building Reuse—Maintain 50% of Interior Non-Structural Elements 1 1 Credit 1.4 1

2 Credit 2 1 to 2

1 Credit 3 1 to 2 54 Possible Points: 110Certified 40 to 49 points Silver 50 to 59 points Gold 60 to 79 points Platinum 80 to 110

Construction IAQ Management Plan—During Construction

Outdoor Air Delivery Monitoring

Indoor Environmental Quality

Minimum Indoor Air Quality Performance

Environmental Tobacco Smoke (ETS) Control

Increased Ventilation

Regional Priority Credits

Innovation and Design Process

Green Power

Water Use Reduction

Minimum Energy Performance

Fundamental Refrigerant Management

Daylight and Views—Views

LEED Accredited Professional

Daylight and Views—Daylight

Low-Emitting Materials—Adhesives and Sealants

Low-Emitting Materials—Paints and Coatings

Optimize Energy Performance

Energy and Atmosphere

Water Use Reduction—20% Reduction

Low-Emitting Materials—Composite Wood and Agrifiber Products

Low-Emitting Materials—Flooring Systems

Indoor Chemical and Pollutant Source Control

Thermal Comfort—Design

Controllability of Systems—Thermal Comfort

Sustainable Sites

Alternative Transportation—Public Transportation Access

Site Selection

Development Density and Community Connectivity

Construction Activity Pollution Prevention

Construction IAQ Management Plan—Before Occupancy

Materials and Resources, Continued

Water Efficiency

Building Reuse—Maintain Existing Walls, Floors, and Roof

Alternative Transportation—Parking Capacity

Heat Island Effect—Roof

Recycled Content

Regional Materials

Certified Wood

Alternative Transportation—Bicycle Storage and Changing Rooms

Materials Reuse

Storage and Collection of Recyclables

Materials and Resources

Fundamental Commissioning of Building Energy Systems

TotalConstruction Waste Management

Enhanced Commissioning

On-Site Renewable Energy

Enhanced Refrigerant Management

Regional Priority: Construction Waste Management

Regional Priority: Alternative transportation-low-emitting and fuel efficient vehicles

Regional Priority: water efficient landscaping

Regional Priority: water use reduction

Measurement and Verification

Innovation in Design: Specific Title





1 2

3 4

5 6

7 8 9 9.4 9.8 10

1.2

9.2

A

B

C

D

E

F

X2

P42P30A

P30AP30A

P30AP30A

P42 P42 P42P36A

P36

P36A

P36A

P36A

24'-11"

CANTILEVERWALL

PIERSUPPORTED

WALL

1" EXP JOINT BETWEENCANTILEVER WALL ANDPIER SUPPORTED WALL

28'-0"

28'-0"

28'-0"

28'-0"

24'-0"

6'-2" 21'-10" 28'-0" 8'-0" 8'-0" 5'-9" 2'-3"

MATCHLINE

REFER TO: S201B

S701

7

S701

8

S701

5

13

S303

12

S303

14

S303

10

S303

11

S303

15

S303

1

S304

2

S304

S701

4

7.2

W10x39

HSS10x10x1/2 HSS10x10x1/2 HSS10x10x1/2 HSS10x10x1/2

W10x33

S701

2

X1

P42

NOTE 14

NOTE 14

P36A

P36A

P36A

P36A

P36A

1'-8

"

1'-8"

P36

P36

5

S304

NOTE 16

NOTE 17

12

5 5

12

2

S410

2

S410

TYPE C

TY

PE

A

S512

1

P30A

P36A

P36P36AP36AP36P36P36

P42

P42

P42HSS10x10x1/2

HSS10x10x1/2

HSS10x10x1/2 HSS10x10x1/2 HSS10x10x1/2 HSS10x10x1/2 HSS10x10x1/2 HSS10x10x1/2

W10x33

W10x33

HSS10x10x1/2

HSS10x10x1/2

W10x33

W10x33W10x45W10x45

W10x39

W10x39

W10x39

W10x39

W10x45 W10x45 W10x33

W10x33W10x33W10x45 6"

P42

21'-1

0"

1'-4 1/2"

5'-8 1/8"

10'-10 13/16"

17'-0 3/16"

26.5

7°

NOTE 18

NOTE 19

8'-0" 16'-0" 28'-0"

28'-0" 28'-0"

28'-0" 28'-0"

S201A

2

S201A

2

14

S411

8

S411

P42

P42

P42

P42

P42

P42

P42

P42P42

P42

P42

P42

P42

P42

P42

P42

P42

P42

P42

P42

P42

P42

P42

P42

P42

P42

P42

P42

P42

P42

P42

P42

P42

P42

P42

P42

P42

P42

P42

P42

P42

P42

P42

P42

P42

P42

P42

P42

P42

P42

P42

GB9GB9

GB8

GB8

GB8

GB

9

GB6 GB6

GB

7

GB6

GB

5

GRADE BEAMCENTERED ONGRIDLINE

GB9 CENTEREDON GRIDLINE

GB9 CENTEREDON CMU WALL

100.00°

3'-0"

8'-4"

8'-1 1/4"

P36

7

S410

1'-8"

11'-10 5/8"

9'-9 1/4" 12'-2"

1'-6"

7'-0"

7'-0"

4'-5"

10"

6 3

/8"

6'-8"

10'-3"

3'-1"

1'-8"

S411

4

S411

11 S411

4 OPP

BP-4

BP-10

BP-1

BP-2 BP-7 BP-7 BP-1 BP-1 BP-2

BP-3

BP-10 BP-7 BP-7BP-1 BP-1

BP-2

BP-3

BP-3 BP-1 BP-1 BP-3

BP-3BP-3BP-1

12

S411

TYP

TYP

GB

5G

B5

GB8

BP-1 BP-1 BP-3

GB6

P36

REF 2/S410 FOR RETAINING WALL &FOOTING DIMS. AND REINF.

REF ARCH & CIVIL FOR WALLLOCATIONS, ELEVATIONS, AND

CONTROL JOINT INFORMATION.

Y1

Y2

Y3

Y4

27'-11"

26'-1"

27'-0"

GB8

GB9

3'-4

"9'-0

15/1

6"

26.57°

CL PIER

CL PIER

CL PIER

CL PIER

CL PIER

S411

6

S411

6

S411

9

S411

5

15

S411

BP-11

BP-11

BP-11

BP-11

BP-11

P42

4'-4"

5'-3"

S205

13

TOP OFFOOTING

84'-3"

TYPE A

TY

PE

B

TY

PE

A

TOP OFFOOTING

83'-8"TYPE C FTG

14'-1 13/16"

86.30°

26.77°

TOP OFFOOTING

86'-8"

TOP OFFOOTING

91'-4"

TOP OFFOOTING

89'-8"

STEP IN FOOTINGELEVATION PER10/S411, TYPICAL

TOP OFFOOTING

84'-3"

TY

PE

B

FORMLINERSREF ARCH

FORMLINERSREF ARCH

12'-9 1

3/1

6"

2

S410

REF 10/S411 FOR RETAINING WALL& FOOTING DIMS. AND REINF.REF ARCH & CIVIL FOR WALLLOCATIONS, ELEVATIONS, ANDCONTROL JOINT INFORMATION.

8'-1" 2'-4"

2'-6"

3-#8 T&B. EXTENDGB9 STIRRUPS

FOUNDATION PLAN NOTES

1. CIVIL DRAWINGS ELEVATION 821.00' = DATUM ELEVATION 86'-00".2. TOP OF GRADE BEAM ELEVATION = 85'-0" UNLESS NOTED OTHERWISE3. NOT USED4. NOT USED5. PROVIDE 2-#4x4'-0" ADDITIONAL SLAB REINFORCEMENT AT ALL RE-ENTRANT CORNERS.6. DRILLED PIERS SHALL BE CENTERED ON THE CENTROID OF SUPPORTED COLUMN, UNLESS NOTED

OTHERWISE.7. REFER TO GENERAL NOTES AND SPECIFICATIONS FOR ADDITIONAL INFORMATION.8. REFER TO ARCHITECTURAL AND MEP DRAWINGS FOR ADDITIONAL INFORMATION REGARDING LOCATION

AND SIZES OF DECK AND SLAB PENETRATIONS. REFER TO ARCHITECTURAL DRAWINGS FOR EXTENTSAND DIMENSIONS OF RAISED OR DEPRESSED SLAB AREAS, SLOPES, CURBS, AND DRAINS. REFER TOTYPICAL DETAILS FOR REINFORCEMENT REQUIREMENTS.

9. REFER TO SHEET SERIES S40X FOR FOUNDATION AND SLAB-ON-GRADE SECTIONS AND DETAILS.10. REFER TO SHEET S401 FOR DRILLED PIER SCHEDULE.11. REFER TO S403 FOR COLUMN BASE PLATE SCHEDULE12. REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR SLAB PENETRATIONS AND

UNDERGROUND UTILITIES.13. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. NOTIFY ARCHITECT AND

STRUCTURAL ENGINEER OF ANY DISCREPANCIES.14. 12" NOMINAL THICK LW CMU LOAD BEARING WALL WITH 2-#5 @16" ON CENTER VERTICAL. ALL CELLS

SHALL BE FULLY GROUTED. PROVIDE 2-#5 HORIZONTAL BOND BEAMS AT 48" OC VERTICAL.

15. SYMBOL BELOW INDICATES ANTICIPATED POINT LOAD FROM STAIR SUPPORT TO PRIMARY STRUCTUREAND/OR SLAB-ON-GRADE. VALUES SHOWN ARE FACTORED LOADS. CONTRACTOR SHALL COORDINATEFINAL LOCATION AND LOAD MAGNITUDE WITH STAIR SUPPLIER AND STEEL FABRICATOR PRIOR TOSTARTING SHOP DRAWINGS. NOTIFY ENGINEER-OF-RECORD FOR VALUES DIFFERENT THAN SYMBOLSSHOWN ON PLAN.

# = MAX LOAD UP TO # KIPS16. S.O.G. TURNDOWN AT STRINGER-TO-SLAB CONNECTIONS, REF 8/S40117. S.O.G. TURNDOWN AT COLUMN-TO-SLAB CONNECTIONS, REF 8/S401 (SIM)18. NON-LOADBEARING CMU WALL. REF ARCH FOR LOCATIONS. REF TYP DTLS ON S405 FOR TOP

ATTACHMENT. TYP AT ALL NON-LOADBEARING CMU LOCATIONS.19. AT ALL CMU LOCATIONS, TURNDOWN SLAB PER 8/S40320. REF 11/S401 FOR B.O. PIER ELEVATIONS

UNLESS NOTED OTHERWISE, PIERS BELOW A GRADE BEAM: T.O. PIER ELEVATION = 82'-6"UNLESS NOTED OTHERWISE, PIERS NOT BELOW A GRADE BEAM: T.O. PIER ELEVATION = 85'-0"

21. REF S402 FOR CONSTRUCTION AND CONTROL JOINT INFORMATION

9 9.4 9.89.2

A

B

X2

6'-3"

6'-3"

1'-3"2'-8"

14'-4"

1'-9"

8'-6

" TY

P

6'-3" TYP

1'-5"

12'-8"

5'-11"

1'-5"5'-4"

2'-0

"

3'-2

"

1 2 31.2

D

E

F

X2

S701

5

X1

8'-0" 16'-0" 28'-0"

8 1/2"9'-11 1/2"

11'-8" 7'-4" 3'-8"

11 7/8"

6'-3"

6'-3"

8'-6

" TY

P

6'-4"

3'-2"1'-7"

3'-2"

3'-2"

5'-4"

4'-0"

5'-4"

6'-2"

7'-10"

3'-1 1

/2"

5'-4"

6'-3" TYP.

12'-10"

12'-4"

2'-0

"

3'-2

"

6'-0"

S411

5

S411

9

Y1

S411

4

SHEET CONTENTS:

PROJECT NUMBER:

SHEET NUMBER:

DATE:

REVISED DATE:

S201A

35T

H ID

NA

TIO

NA

L G

UA

RD

RE

AD

INE

SS

CE

NT

ER

FO

RT

LE

AV

EN

WO

RT

H, K

AN

SA

S

HT

K A

rchitects

FOUNDATION PLAN - AREA A

April 23, 2018

HTK: 1008.01-0015

KA

NS

AS

AR

MY

NA

TIO

NA

L G

UA

RD

ORIGINAL CONTRACT DOCUMENTS

DOFE: 200101

1/8" = 1'-0"1AREA A | FOUNDATION PLAN

N

1/8" = 1'-0"2PIER LAYOUT AT BASEMENT WALL

1

1

1

August 7, 2018 ADD.11 2

1 1.2

F

G

H

I

J

L

K

5

S301

CANTILEVERWALL

PIER SUPPORTEDWALL

1" EXP JOINT BETWEENCANTILEVER WALL ANDPIER SUPPORTED WALL

0

2

S410

2

S410

2

S410

2

S410

TYPE C

TY

PE

C

TY

PE

B

TY

PE

A

1'-8"

6 1

/4"

86.9

7°71

.00°4'-5 7

/8"

5'-7 1

/4"

90.39°

27'-4 13/16"

REF 10/S411 FOR RETAINING WALL &FOOTING DIMS. AND REINF.REF ARCH & CIVIL FOR WALLLOCATIONS, ELEVATIONS, ANDCONTROL JOINT INFORMATION.

TOP OFFOOTING

83'-8"

TOP OFFOOTING

83'-8"

TOP OFFOOTING

83'-6"

TOP OFFOOTING

83'-3"

FORMLINERSREF ARCH

STEP IN FOOTING ELEVATIONPER 10/S411, TYPICAL

6 7 8 9

G

H

3

S411

7.2

1'-6"

20'-2"

4'-4"

27'-11"

1"

21'-4"

4"

4"

6'-2" 21'-10" 28'-0"

4"

1'-3"X1'-3" OPENING, TYPICAL.REFER TO MECH FORLOCATION AND POSTINSTALLED STEEL FRAMINGAROUND EDGES. REFER TO12/S402 FOR REINFORCEMENTAROUND OPENING.

3

S411

1'-3"X1'-3" OPENING, TYPICAL.REFER TO MECH FORLOCATION AND POSTINSTALLED STEEL FRAMINGAROUND EDGES. REFER TO12/S402 FOR REINFORCEMENTAROUND OPENING.

8 9

G

H

I

W16x26

W16x26

W24x55

W16x26

W24x55

W16x26

W24x68

W16x26

W16x26

W16x26

W16x26

NOTE 2

NOTE 3

13

S512

1'-1 3/4"

9 3/4"

14

S512

5 3/4"

8'-2 1

/2"

13

S512SIM

NOTE 3

NOTE 3

14

S512SIM

14

S512

9.4 10

H

I

8

S510

HS

S8x4x1/4

HS

S8x4x1/4

< T

OS

98'-6"

>

< T

OS

98'-6"

>

4"

1'-4 1/2"

4 1/2"

5'-11" 1'-2"

4"

1'-4 1

/2"

1'-4 1

/2"

4"

TYP

3" ROOFDECK

20GA (G90)

9

S511

10A

S511

10A

S511

NOTES:1. REFERENCE 9/S511 FOR DECK ATTACHMENT.

9.4 109.2

E

F

6"

4"

1'-4 1/2"

4 1/2"5'-11"

1'-9 1/2"

1'-8 1

/2"

4"

1'-4 1

/2"

HS

S8x4x1/4

HS

S8x4x1/4

< T

OS

98'-6"

>

< T

OS

98'-6"

>

8

S510

9

S511

3" ROOFDECK

20GA (G90)

TYP

10A

S511

10A

S511


4 5

L

K

8

S510

4"3'-4" 3'-4"

4"

4"

1'-0 1

/4"

5 3

/4"

2'-11"

HSS8x4x1/4

HSS8x4x1/4

< TOS 98'-6" >

< TOS 98'-6" >

3"

RO

OF

DE

CK

20G

A (

G90)

9

S511

TYP

10A

S511

10A

S511


2

E

F

11

S303

4 1/4"7'-2"

3 1/2" 1'-8 1/2"

5"

1"

14'-3"

1"

4'-3 3

/4"

5 3

/4"

10"

< T

OS

113'-8"

>

< TOS 113'-8" >

< T

OS

113'-8"

>

< TOS 113'-8" >

HS

S6x2x1/4

HS

S6x2x1/4

HSS6x2x1/4

HSS6x2x1/4

3" ROOFDECK

20GA (G90)

9

S511

10

S511


B

3

E

4'-0" DEEP ELEVATORPIT WITH PER 14/S402

2'-0"x2'-0"x2'-0" SUMPPIT PER 15/S402

P30A

TOP OF SLAB

82'-0"

6"7'-9" 7"

1'-8"

5'-2"

7"

4" TYP

TOP OF PIER

81'-3"

1

S410

SHEET CONTENTS:

PROJECT NUMBER:

SHEET NUMBER:

DATE:

REVISED DATE:

S205

35T

H ID

NA

TIO

NA

L G

UA

RD

RE

AD

INE

SS

CE

NT

ER

FO

RT

LE

AV

EN

WO

RT

H, K

AN

SA

S

HT

K A

rchitects

PARTIAL PLANS

April 23, 2018

HTK: 1008.01-0015

KA

NS

AS

AR

MY

NA

TIO

NA

L G

UA

RD


DOFE: 200101

1/8" = 1'-0"1EAST SITE RETAINING WALL FOUNDATION PLAN

N

1/8" = 1'-0"2MAIN LEVEL AREA B FRAMING PLAN

1/8" = 1'-0"3CONCRETE TOPPING PLAN

CONCRETE TOPPING PLAN NOTES:

1. SEE ARCHITECTURAL PLANS AND DETAILS FOR GEOMETRY OF STEPS AND RAMPS.2. 4" NORMALWEIGHT CONCRETE TOPPING SLAB REINFORCED WITH MACRO SYNTHETIC FIBERS

AT 4.0 POUNDS PER CUBIC YARD OF CONCRETE OVER RIGID CELLULAR POLYSTYRENEBOARDS CONFORMING TO ASTM D6817 TYP EPS15.

3. 6" CONCRETE PERIMETER WALL. DIMENSIONS SHOWN FROM GRIDLINE TO INSIDE FACE OFCONC WALL. REF ARCH FOR LOCATIONS OF REQ'D WALL STEPS.

1/4" = 1'-0"7CANOPY PARTIAL PLAN




1/4" = 1'-0"13ELEVATOR PIT PARTIAL PLAN

1

1

1

August 7, 2018 ADD.11 2

A A

A A

TEXT

NOTES:1. REFER TO SPECIFICATIONS AND GENERAL NOTES FOR

GROUT REQUIREMENTS.2. ADD 1/2" GROUT THICKNESS FOR EACH ADDITIONAL 12" OF

MINIMUM PLATE DIMENSION.

GREATER THAN 48"

MINIMUM BASE PLATEPLAN DIMENSION

MINIMUM GROUTTHICKNESS

GROUT THICKNESS SCHEDULE

REFER TO NOTE 2

3 1/2"

3"

2 1/2"

2"

1 1/2"

1"

43" TO 48"

37" TO 42"

31" TO 36"

25" TO 30"

19" TO 24"

18" OR LESS

AND ASSOCIATES, INC.© COPYRIGHT WALTER P. MOORE

2010

00860-FN-GRTHK-01

NOTES:1. USE OVERSIZED HOLES FOR ANCHOR RODS ACCORDING TO AMERICAN INSTITUTE OF

STEEL CONSTRUCTION.2. PLATE WASHERS WITH STANDARD HOLES SHALL BE INSTALLED OVER OVERSIZED HOLES.3. CONTRACTOR SHALL PROVIDE TEMPLATE FOR ANCHOR ROD INSTALLATION.4. INCREASE EDGE DISTANCE TO 3" MINIMUM FOR ANCHOR ROD SIZES OF 1 1/2"Ø OR

GREATER. CONFORM TO MINIMUM EDGE DISTANCE REQUIREMENTS.5. MINIMUM GROUT THICKNESS IS 1" UNLESS NOTED OTHERWISE ON PLANS, DETAILS, OR

IN GROUT THICKNESS SCHEDULE.

SECTION A-A

REFER TO NOTE 4,TYPICAL

FIN

ISH

CO

LU

MN

AN

D T

OP

OF

BA

SE

PLA

TE

AC

CO

RD

ING

TO

AM

ER

ICA

N IN

ST

ITU

TE

OF

ST

EE

L C

ON

ST

RU

CT

ION

RE

QU

IRE

ME

NT

S

ANCHOR RODS, REFERTO COLUMN SCHEDULEOR DETAILS

5/16

CL COLUMN


2010

05120-FN-STLBP-01

LENGTH

2"

2"

WID

TH

2"

2"

RE

FE

R T

O N

OT

E 5

NO

N-S

HR

INK

GR

OU

T,

PLATETHICKNESS

t (IN)

3/4

EMBEDDED PLATE SCHEDULE

MARK

EP-1

EP-2

EP-3

ANCHORROW

QUANTITY

2

ANCHORCOLUMN

QUANTITY

2

ROWS/COLUMNSSPACING(Sd/Sb)

10/8

NOTE 32"

Sb Sb 2"

2"

Sd

Sd

NO

TE

25"

NOTES1. ALL HEADED STUD ANCHORS SHALL BE 3/4"Ф x 8" LONG (AFTER WELDING), UNO.2. EMBED PLATES IN CONCRETE WALL SHOULD BE CENTERED ON STEEL BEAM. WHERE BEAM IS NEAR

WALL TOP EDGE AND EMBED CANNOT BE CENTERED, EMBED PLATE SHOULD BE PLACED FLUSH TOTOP EDGE OF WALL.

3. PROVIDE 4" MINIMUM EDGE DISTANCE TO CENTER OF HSA WHEN PLATE IS CONNECTED NEAR EDGE OFWALL OR PILASTER.

4. REFER TO GENERAL NOTES AND SPECIFICATIONS FOR HEADED STUD ANCHOR (HSA) AND DEFORMEDBAR ANCHOR (DBA) MATERIAL SPECIFICAITONS AND WELDING CRITERIA.

5. REFER TO PLANS, SECTIONS AND DETAILS FOR LOCATIONS OF EMBEDDED ITEMS.6. ALL EMBEDDED ITEMS PERMANENTLY EXPOSED TO EXTERIOR CONDITIONS OR WITHIN AREA OF

UNCONDITIONED SPACE SHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION.

1 3 2 10/8

1 4 3 12/8

EP-4 1 4 3 12/10

NOTES:1. USE OVERSIZED HOLES FOR ANCHOR RODS ACCORDING TO AMERICAN INSTITUTE OF STEEL

CONSTRUCTION.2. PLATE WASHERS WITH STANDARD HOLES SHALL BE INSTALLED OVER OVERSIZED HOLES.3. CONTRACTOR SHALL PROVIDE 1/8" THICK TEMPLATE FOR ANCHOR ROD INSTALLATION.

GR

OU

T1"

NO

N-S

HR

INK

3/4"Ø F1554 (GR 55)TYPE "A" ANCHORRODS, WITH 1'-0"MIN EMBEDMENTREF 2/S602

BASE PLATE

SECTION A-A

MINIMUM FILLET WELDACCORDING TO AMERICANINSTITUTE OF STEELCONSTRUCTIONSPECIFICATIONS,MINIMUM 5/16"

CL COLUMN

2" 2"

2"

2"

FIN

ISH

CO

LU

MN

AN

D T

OP

OF

BA

SE

PLA

TE

AC

CO

RD

ING

TO

AM

ER

ICA

N IN

ST

ITU

TE

OF

ST

EE

L C

ON

ST

RU

CT

ION

SP

EC

IFIC

AT

ION

S


2010

05120-CN-STLBP-06

RE

FE

R T

O P

LA

N

BASE PLATE SCHEDULE

COLUMN SIZE BASE PLATEANCHOR RODDIAxEMBED

HSS6x6 1/2x13x1'-1" (4) 3/4"Øx1'-0"

HSS8x8 1/2x15x1'-3" (4) 3/4"Øx1'-0"

DE

PT

H, D

WIDTH, B

2"

(TY

P)

2" (TYP)

PLATETHICKNESS

t (IN)

1

WIDE FLANGE GRAVITY COLUMN BASE PLATE SCHEDULE

MARK

BP-1

BP-2

BP-3

PLATEWIDTHB (IN)

18

PLATEDEPTHD (IN)

18

ANCHORROD

QUANTITY

4

ANCHORRODSIZE

3/4"Ø

ANCHOR RODEMBEDMENT

LENGTH

1'-0"

2 11 38

1 11 12

1 11 15 1/2BP-4

NOTES1. REFERENCE DETAIL 4/S403 FOR ADDITIONAL INFORMATION.2. REFERENCE SHEET S410 FOR BASE PLATES AT BRACED FRAME COLUMNS.

10 1 1/2"Ø 2'-0"

4 3/4"Ø 1'-0"

4 3/4"Ø 1'-0"

COMMENTS

GRAVITY COLUMN

REFERENCE 14/S410

REFERENCE 14/S410

REFERENCE 14/S410

2 14 32BP-5 8 1 1/2"Ø 2'-0" REFERENCE 14/S410

BP-6 1 16 16

BP-7 1.5 11 38 10 1 1/2"Ø 2'-0" REFERENCE 14/S410

4 3/4"Ø 1'-0" GRAVITY COLUMN

BP-8 1 14 14 4 3/4"Ø 1'-0" CRUCIFORM COLUMN

BP-9 1.5 11 28 6 1 1/2"Ø 2'-0" REFERENCE 14/S410

BP-10 1.5 11 20 4 3/4"Ø 1'-0" REFERENCE 14/S410

BP-11 2 20 20 4 1 1/2"Ø 2'-0" REFERENCE 14/S410

NOTES:1. AT CONTRACTOR'S OPTION, EXTEND PIER VERTICAL REINFORCEMENT INTO GRADE BEAM

WITHOUT SPLICE (IN LIEU OF DOWELS). WIDEN GRADE BEAM AS REQUIRED TO PROVIDE3" MINIMUM CLEAR COVER ALL AROUND.

A

CENTERLINE OF COLUMN,GRADE BEAM, AND PIER,UNLESS NOTED OTHERWISE

TOP OF SLAB

REFER TO PLAN

TOP OF GRADEBEAM

REFER TO PLAN

PROVIDE 2-#5 DOWELS ONEACH SIDE OF GRADEBEAM EMBEDDED 2'-6"INTO PIER, HOOK DOWELSAT TOP OF GRADE BEAMAS REQUIRED TO DEVELOPREINFORCEMENT

CONCRETE PIER, REFERTO OTHER DETAILS FORREINFORCEMENT

STEEL COLUMN, BASE PLATE,AND ANCHOR RODS, REFER TOTYPICAL BASE PLATE DETAIL

0

3" MINIMUM ALL AROUND(WIDEN GRADE BEAM ASREQUIRED)

FOR A > 4", ADD #4@12"STIRRUPS (2 MINIMUM) INWIDENED PORTION OFGRADE BEAM

SCHEDULED GRADEBEAM BEYOND


2013

03300-FN-GRABM-02

GR

AD

E B

EA

M D

EP

TH

SC

HE

DU

LE

D

TOP OF PIER#5 SUPPORT BARS ATCORNERS AND AT 12"MAXIMUM (TOP ANDBOTTOM)

0

A

TOP OF SLAB

REFER TO PLAN

TOP OF GRADEBEAM

REFER TO PLAN

TOP OF PLINTH/PIER (NOTE 1)

PROVIDE 2-#5 DOWELS ONEACH SIDE OF GRADE BEAMEMBEDDED 2'-6" INTOPLINTH/PIER

PLINTH/PIER,REFER TO OTHERTYPICAL FORREINFORCEMENT

0

SCHEDULED GRADEBEAM WIDTH

NOTES:1. WHERE GRADE BEAMS OF UNEQUAL DEPTH FRAME INTO THE SAME SUPPORT, TOP OF

SUPPORT SHALL BE AT THE BOTTOM OF DEEPEST GRADE BEAM. POUR SHALLOWERBEAM DOWN ONTO SUPPORT.

2. AT CONTRACTOR'S OPTION, EXTEND PLINTH VERTICAL REINFORCEMENT INTO GRADEBEAM WITHOUT SPLICE (IN LIEU OF DOWELS). WIDEN GRADE BEAM AS REQUIRED TOENSURE 3" MINIMUM CLEAR COVER ALL AROUND.


2013

03300-FN-GRABM-04

GR

AD

E B

EA

M D

EP

TH

SC

HE

DU

LE

D

NOTES:1. AT CONTRACTOR'S OPTION, EXTEND PIER VERTICAL REINFORCEMENT INTO GRADE BEAM

WITHOUT SPLICE (IN LIEU OF DOWELS). WIDEN GRADE BEAM AS REQUIRED TO PROVIDE3" MINIMUM CLEAR COVER ALL AROUND.

CENTERLINE OF COLUMN,WIDENED GRADE BEAM, ANDPIER, UNLESS NOTED OTHERWISE

1-#4 CONTINUOUS


2013

03300-FN-GRABM-07

0

A

GR

AD

E B

EA

M D

EP

TH

SC

HE

DU

LE

D

TOP OF SLAB

REFER TO PLAN

TOP OF GRADEBEAM

REFER TO PLAN

CONCRETE PIER, REFERTO OTHER DETAILS FORREINFORCEMENT

SCHEDULED GRADEBEAM BEYOND

TOP OF PIER

PROVIDE 2-#5 DOWELS ONEACH SIDE OF GRADEBEAM EMBEDDED 2'-6" INTOPIER, HOOK DOWELS ATTOP OF GRADE BEAM ASREQUIRED TO DEVELOPREINFORCEMENT


3" MINIMUM ALL AROUND(WIDEN GRADE BEAM ASREQUIRED)

FOR A > 4", ADD #4@12"STIRRUPS (2 MINIMUM) INWIDENED PORTION OFGRADE BEAM

#5 SUPPORT BARS ATCORNERS AND @12"MAXIMUM (TOP ANDBOTTOM)

0

POUR SLAB DOWN ONTOTOP OF GRADE BEAM

SCHEDULEDREINFORCEMENT

1-#4CONTINUOUS

SCHEDULEDSTIRRUPS

GR

AD

E B

EA

M D

EP

TH

SC

HE

DU

LE

D


2013

03300-FN-GRABM-14

TOP OF SLAB

REFER TO PLAN

TOP OF GRADEBEAM

REFER TO PLAN

TOP OF SUPPORTBEYOND (NOTE 1)

#3@24"

24

30

GRADE BEAM WIDTH

SCHEDULED

MIN.

1'-0"

EXTERIOR FACE OFPRECAST PANELS

NOTES:1. REFER TO 3/S503 FOR CONNECTION OF EXTERIOR PRECAST PANELS.

1'-2"

0

REFER TO ARCHITECTURALDRAWINGS FOR CMU WALLLOCATIONS.CONTRACTOR TO COORDINATETURNDOWN LOCATIONS WITHARCHITECTURAL DRAWINGS

STABLE SLOPE

2-#4 CONTINUOUS, DOWELTO BEAM AT ENDS WHEREAPPLICABLE

DOWELS TO MATCH SCHEDULEDWALL REINFORCEMENT SIZE ANDSPACING, FOR UNREINFORCEDWALLS PROVIDE #4@32" FOR 6" AND8" WALLS AND #5@32" FOR10" AND 12" WALLS, UNLESS NOTEDOTHERWISE


2010

03300-FN-SOG-04

8" OR NOMINAL WALL THICKNESS,WHICHEVER IS GREATER

RE

FE

R T

O "

TY

PIC

AL C

MU

VE

RT

ICA

LR

EIN

FO

RC

EM

EN

T D

EV

ELO

PM

EN

TA

ND

LA

P S

PLIC

E L

EN

GT

HS

"

1 1

/2"

.

ADDITIONAL REINFORCEMENTAT EACH PENETRATION,REFER TO NOTE 8

PROVIDE (2) ADDITIONAL STIRRUPSEACH SIDE OF EACH PENETRATION TOMATCH SCHEDULED BEAM STIRRUPS

NOTES:1. GENERAL CONTRACTOR SHALL COORDINATE LOCATION, SIZE, AND ELEVATION

AND INCLUDE IN HIS CONTRACT PRICE ALL REQUIRED HORIZONTALPENETRATIONS THROUGH CONCRETE BEAMS WHETHER SHOWN ONSTRUCTURAL DRAWINGS OR NOT.

2. WHERE BEAM PENETRATIONS ARE REQUIRED BUT ARE NOT SPECIFICALLYDETAILED ON THE STRUCTURAL DRAWINGS, CONTRACTOR SHALL SUBMITDRAWINGS SHOWING DIMENSIONS AND LOCATIONS OF ALL REQUIREDPENETRATIONS FOR REVIEW AND APPROVAL.

3. "D" DENOTES THE DEPTH OF BEAM.4. CLEAR SPACING BETWEEN PENETRATIONS SHALL BE 24" MINIMUM UNLESS

NOTED OTHERWISE BY THE STRUCTURAL ENGINEER.5. PENETRATIONS SHALL BE LOCATED ACCORDING TO THE FOLLOWING

CRITERIA:a. FOR BEAMS NOT SUPPORTING INTERSECTING BEAMS LOCATE

PENETRATIONS WITHIN TWO FEET EITHER SIDE OF BEAM MIDSPAN.b. FOR BEAMS SUPPORTING INTERSECTING BEAMS CHECK WITH

STRUCTURAL ENGINEER.6. PENETRATION WIDTH MUST NOT EXCEED PENETRATION HEIGHT, UNLESS

NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS.7. FOR LOCATIONS AND/OR SIZES OF PENETRATIONS NOT CONFORMING TO

THE ABOVE CRITERIA AND NOT OTHERWISE DETAILED ON THE STRUCTURALDRAWINGS, CONTRACTOR SHALL COORDINATE REQUIRED ADDITIONALREINFORCEMENT WITH THE STRUCTURAL ENGINEER.

8. PROVIDE THE FOLLOWING REINFORCEMENT AT EACH SLEEVE, UNLESSNOTED OTHERWISE ON THE STRUCTURAL DRAWINGS:

1-#5 TOP AND BOTTOM AT BEAMS WITH WIDTHS LESS THAN 9".2-#5 TOP AND BOTTOM AT BEAMS WITH 2-LEG STIRRUPS.4-#5 TOP AND BOTTOM AT BEAMS WITH 4-LEG STIRRUPS."N"-#5 TOP AND BOTTOM AT BEAMS WITH "N"-LEG STIRRUPS.

9. PROVIDE ADDITIONAL STIRRUPS ABOVE AND BELOW PENETRATIONS ATSPACING NOT TO EXCEED ONE THIRD OF THE SCHEDULED STIRRUP SPACING,UNLESS DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS.

10. SCHEDULED BEAM STIRRUPS NOT SHOWN FOR CLARITY.

PLAN

ELEVATION

REFER TO NOTE 9

ROUND PENETRATION

BEAM TOP AND BOTTOMREINFORCEMENT

2" TYPICAL

REFER TO NOTE 9

SQUARE OR RECTANGULARPENETRATION

MIN

IMU

M

D/3

PE

NE

TR

AT

ION

HE

IGH

T

MIN

IMU

M

D/3

0

PENETRATION WIDTH,REFER TO NOTE 6

1 1/2" CLEAR

PENETRATION WIDTH,REFER TO NOTE 6

ADDITIONALREINFORCEMENT ATEACH PENETRATION,REFER TO NOTE 8

0

0"

0

1 1/2" CLEAR

2" TYPICAL

BE

AM

DE

PT

H, D

MIN

IMU

M

D/3

PE

NE

TR

AT

ION

HE

IGH

T

MIN

IMU

M

D/3

TYPICAL

2'-0" MINIMUM

TYPICAL

2'-0" MINIMUM

0

0"


2012

03300-FL-BMOPG-01

NOTES:1. REFER TO COLUMN SCHEDULE FOR ANCHOR ROD SIZE, TYPE, AND EMBEDMENT. ALL ANCHOR RODS SHALL BE TYPE "A"

UNLESS NOTED OTHERWISE.2. UNLESS NOTED OTHERWISE, ALL ANCHOR ROD NUTS SHALL BE TIGHTENED TO A "SNUG TIGHT" CONDITION AS DEFINED BY AISC

AFTER THE CONCRETE IS AT LEAST 14 DAYS OLD.3. ANCHOR PLATE IS NOT REQUIRED AT TYPE "A" ANCHOR RODS.

ANCHORROD

DIAMETER

BASEPLATEHOLE

DIAMETER

CIRCULAROR

SQUAREPLATE

WASHERSIZE

(INCHES)

F1554 GRADE 55

PLATEWASHER

THICKNESS(INCHES)

ANCHORPLATE SIZE

(INCHES)

3/4"Ø 1 5/16"Ø 2 5/16 -

7/8"Ø 1 9/16"Ø 2 1/2 3/8 -

1"Ø 1 7/8"Ø 3 7/16 1/2x2 3/4x2 3/4

1 1/4"Ø 2 1/8"Ø 3 1/2 1/2 5/8x3x3

1 1/2"Ø 2 3/8"Ø 4 5/8 3/4x3 1/2x3 1/2

1 3/4"Ø 2 7/8"Ø 4 1/2 3/4 3/4x3 3/4x3 3/4

2"Ø 3 1/4"Ø 5 7/8 7/8x4 1/4x4 1/4

A36 ANCHOR PLATE SIZE AS SPECIFIEDABOVE (OMIT AT TYPE "A" ANCHOR RODS)

3/4

"

STRIKE THREADS AT TWOPLACES BELOW THE NUT

DOUBLE HEAVY HEX NUTAT ANCHOR PLATE(SINGLE NUT ELSE WHERE)

TOP OF CONCRETE

TOP OF COLUMNBASE PLATE

A36 PLATE WASHER WITH HOLE1/16" LARGER THAN ROD DIAMETER

HEAVY HEX NUT

1 1

/2"

0

AS

SP

EC

IFIE

D

AN

CH

OR

RO

D E

MB

ED

ME

NT

TO

TA

L A

NC

HO

R R

OD

LE

NG

TH

MINIMUM LENGTH ASREQUIRED TOACCOMMODATE GROUT,BASE PLATE, PLATEWASHER, NUT, ANDTHREAD OVERRUN


2010

02372-FN-COLUM-01A

CL COLUMN AND PIER, UNLESS NOTED OTHERWISE

DRILLED PIER, REFERTO OTHER DETAILS

PIER VERTICAL REINFORCEMENTAND TIES, EXTEND VERTICALREINFORCEMENT TO 3" BELOWTOP OF PIER

NON-SHRINKGROUT

TOP OF SLAB

REFER TO PLAN

TOP OF PIER

REFER TO PLAN

POUR SLAB DOWNALL AROUND PIERAS SHOWN


TOP OF SLAB

REFER TO PLAN

TOP OF PIER

REFER TO PLAN

3"

MIN

IMU

M

3"

3"

AT

FO

OT

ING

4'-0"

MA

XIM

UM

BE

NC

H

1'-0"

2'-0"

4"

MIN

IMU

M

MAXIMUM

2'-0"

HIGH COMPACTIVE EFFORT

SEPARATION FABRIC, REFER TOSPECIFICATION 33 46 00 (MAY BEDELETED IF BACKFILL MATERIALBELOW IS SOIL GROUP SC OR CL)

GEOCOMPOSITE DRAINAGE SYSTEM,REFER TO SPECIFICATION 33 46 00

BACKFILL WITH CRUSHED LIMESTONEAGGREGATE SIMILAR TO KDOT AB-3 ORCRUSHED STONE CONTAINING AT LEAST18% LOW PLASTICITY FINES. REFER TOSPECIFICATION 33 46 00 AND 31 20 00

NOTES:1. REFER TO CIVIL AND ARCH DRAWINGS FOR LOCATION OF COLLECTOR PIPES,

FLOWLINE ELEVATIONS, CONNECTION DETAILS, AND SUMPS.2. COLLECTOR PIPE SHALL BE SLOTTED WITH 0.10" SLOTS TO PROVIDE OPENING IN

PIPE A MINIMUM OF 10% OF THE PIPE SURFACE.3. SLOPE COLLECTOR PIPE A MINIMUM OF 1/16" PER FOOT.4. PROVIDE CLEANOUTS TO PERMIT PERIODIC CLEANING AND FLUSHING OF THE

COLLECTOR PIPE. REFER TO FOUNDATION DRAINAGE PLAN.

5. REFER TO SPECIFICATIONS FOR BACKFILL LOW AND HIGH COMPACTIVE EFFORTSPECIFICATIONS AND ADDITIONAL INFORMATION.

6. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION.

AT FOOTING

LOW COMPACTIVE EFFORT

5'-0"

MINIMUM

3'-0"

SLOPE FINISHED GRADEAWAY FROM BUILDING

STABLE SLOPE, 1:1 STEEPEST

NATURAL SOIL (UNEXCAVATED)

PROTECT SLOPE OF EXCAVATIONFROM EROSION WITH AN IMPERVIOUSMATERIAL SUCH AS POLYETHYLENESHEET

CUTBACK AT COLUMNFOOTING BEYOND

2'-0" MINIMUM IMPERVIOUS FILL (CLAY)

REFER TO ARCHITECTURALDRAWINGS FOR WATERPROOFING

BASEMENT SLAB

SPECIFIED COLLECTOR PIPE, REFERTO CIVIL AND ARCH DRAWINGS ANDSPECIFICATION 33 46 00

DRAINAGE FILL MATERIAL SEECAPILLARY BREAK MATERIALPER 4/S401

SEPARATION FABRIC, REFERTO SPECIFICATION 33 46 00

COLUMN FOOTINGBEYOND


2012

02411-FN-WLDRA-03

FILTER FABRIC, REFER TOSPECIFICATION 33 46 00

TOP OFFOUNDATION

PER PLAN

FOUNDATION WALL

1'-6"

MINIMUM

1'-6"

SHEET CONTENTS:

PROJECT NUMBER:

SHEET NUMBER:

DATE:

REVISED DATE:

S403

35T

H ID

NA

TIO

NA

L G

UA

RD

RE

AD

INE

SS

CE

NT

ER

FO

RT

LE

AV

EN

WO

RT

H, K

AN

SA

S

HT

K A

rchitects

FOUNDATION TYPICAL DETAILS

April 23, 2018

HTK: 1008.01-0015

KA

NS

AS

AR

MY

NA

TIO

NA

L G

UA

RD


DOFE: 200101

NO SCALE2TYPICAL GROUT THICKNESS

NO SCALE4

TYPICAL WIDE FLANGECOLUMN BASE CONNECTION

NO SCALE7

EMBEDDED PLATES IN CAST-IN-PLACECONCRETE SCHEDULE

NO SCALE6

TYPICAL RECTANGULAR/SQUARE HSSCOLUMN BASE CONNECTION

3/4" = 1'-0"5

WIDE FLANGE GRAVITY COLUMNBASE PLATE SCHEDULE

NO SCALE9

TYPICAL INTERIOR GRADE BEAM ATSTEEL COLUMN ON CONCRETE PIER

NO SCALE13

TYPICAL INTERIOR GRADE BEAMON CONCRETE PLINTH/PIER

NO SCALE12

TYPICAL EXTERIOR GRADE BEAM ATSTEEL COLUMN ON CONCRETE PIER

NO SCALE11TYPICAL EXTERIOR GRADE BEAM

NO SCALE8

TYPICAL INTERIOR SLAB-ON-GRADETURNDOWN

NO SCALE10TYPICAL HORIZONTAL PENETRATION IN CONCRETE BEAM

NO SCALE1TYPICAL ANCHOR ROD TYPE "A" AND "B" (f'c>=4000 PSI)

NO SCALE3

TYPICAL STEEL COLUMNON DRILLED PIER WITHOUT CAP

NO SCALE15TYPICAL FOUNDATION WALL DRAINAGE AND BACKFILL WITH GEOCOMPOSITE DRAINAGE SYSTEM

1

August 7, 2018 ADD.11 2

LAP SPLICE RESCHEDULE

LAP SPLICE RESCHEDULE

NOTES

1. REFERENCE TYPICAL MASONRY WALL INTERSECTIONS DETAIL FOR VERTICAL REINFORCEMENT

REQUIREMENTS.

CORNER INTERSECTION TEE INTERSECTION

CORNER BARS TOMATCH HORIZONTALBOND BEAMREINFORCEMENT ATALL WALL LOCATIONS

A A BB

A A

B B

4" CMU

CMU WALL, PILASTER, AND COLUMN VERTICAL BARTENSION DEVELOPMENT AND LAP SPLICE LENGTHS

6" CMU

1 BAR/CELL

2 BARS/CELL

BARSIZE

12" CMU

1 BAR/CELL

2 BARS/CELL

8" CMU

1 BAR/CELL

2 BARS/CELL

10" CMU

1 BAR/CELL

2 BARS/CELL

1 BAR/CELL

#3

#4

#5

#6

#7

#8

#9

#10

#11 NP

NP

NP

19

NP

NP

NP

34

NP

NP

NP

NP

16

25

40

NP

NP

NP

19

NP

34

45

NP

NP

16

52

72

40

21

26

NP

NP

17

63

72

54

29

45

NP

NP

81

16

46

63

40

21

26

NP

NP

81

17

63

72

54

29

45

NP

NP

NP

16

63

72

51

21

27

NP

NP

NP

17

63

NP

54

29

45

NP

NPNP

NPNP

NP NP

NP = NOT PERMITTEDNOTES:1. ALL DEVELOPMENT AND LAP SPLICE LENGTHS ARE IN INCHES.2. THIS TABLE SHALL BE USED FOR ALL REINFORCED CMU WALLS, PILASTERS, AND COLUMNS UNLESS

NOTED OTHERWISE IN DETAILS.3. INCREASE TABULATED VALUES BY 50% FOR EPOXY COATED REINFORCEMENT.4. WITH APPROVAL BY THE ENGINEER, WELDED SPLICES AND MECHANICAL SPLICES DEVELOPING AT

LEAST 125% OF THE YIELD STRENGTH, Fy, OF THE BAR MAY BE SUBSTITUTED IN SOME LOCATIONS.5. WHEN LAP SPLICING BARS OF DIFFERENT SIZES, THE LAP LENGTH IS DETERMINED BY THE

SMALLER BAR.6. REFER TO "TYPICAL CMU VERTICAL BAR PLACEMENT" FOR BAR POSITIONING IN CELLS.


2012

04200-WL-DELSP-01

GRADE 60 REINFORCEMENT, STANDARD BLOCK (f'm = 1500 PSI)

NOTES:1. REINFORCEMENT MUST BE PLACED USING REINFORCING BAR POSITIONERS THAT LOCATE THE BAR

AS SPECIFIED AND PREVENT MOVEMENT OF THE BAR DURING CONSTRUCTION.2. SPLICED REINFORCEMENT MUST BE A CONTACT LAP SPLICE WITH SPLICED BARS ALIGNED

PARALLEL TO THE WALL AS SHOWN.3. THE ENGINEER MUST BE NOTIFIED PRIOR TO PLACEMENT OF REINFORCEMENT THAT IS REQUIRED

TO BE PLACED OUTSIDE OF THE TOLERANCES OF THIS DETAIL SUCH AS TO AVOID INTERFERENCEWITH OTHER REINFORCEMENT, CONDUITS, OR EMBEDDED ITEMS.

EQ

EQ

0 SCHEDULED REINFORCEMENT

ONE BAR IN CELL

EQ

EQ

SCHEDULED REINFORCEMENT TERMINATING AT SPLICE

ONE BAR IN CELL - SPLICE

SCHEDULED REINFORCEMENT CONTINUING ABOVE SPLICE

TWO BARS IN CELL

TWO BARS IN CELL - SPLICE

00

00

SCHEDULED REINFORCEMENT TERMINATING AT SPLICE

SCHEDULED REINFORCEMENT CONTINUING ABOVE SPLICE

1/2

" M

INIM

UM

1"

MA

XIM

UM

EQ

±1/2

"E

Q ±

1/2

"

EQ ±2"


2012

04200-WL-REBAR-01

0

NOTES:1. THIS DETAIL IS TO BE USED ONLY IF INTERGRAL INTERSECTING SUPPORT WALLS AT EACH

END EXCEED A SPACING OF 36 TIMES THE NOMINAL WALL THICKNESS. USE OF THISDETAIL IS LIMITED TO WALL HEIGHTS UP TO 36 TIMES THE NOMINAL WALL THICKNESS.

2. FOR 4" PARTITIONS GREATER THAN 9'-0" TALL OR 6" PARTITIONS GREATER THAN 15'-0"TALL, REDUCE CONNECTION SPACING TO 3'-6".

BENT PL 1/4x6 1/2xWx0'-8" (SHOPPRIME) @ 4'-0" MAXIMUM, REFERTO NOTE 2

COMPRESSIBLE FILLER, REFER TOARCHITECTURAL DRAWINGS ANDSPECIFICATIONS

L5x3x1/4x0'-6" LLV(SHOP PRIME) ATEACH CONNECTION


2012

04200-CN-NCMU-01

3/16 2

3/16 2

3/16 2

6 1

/2"

1 1

/2"

MIN

IMU

M

1/4" MINIMUM

W = WIDTH AS REQUIRED

STEEL BEAM TOP OF FLOOR SLAB OR ROOF ASSEMBLY

CMU WALL, REFER TOARCHITECTURAL DRAWINGSFOR SIZE AND COURSING

NOTES:1. THIS DETAIL IS TO BE USED ONLY IF INTERSECTING SUPPORT WALLS EXCEED A

SPACING OF 36 TIMES THE NOMINAL WALL THICKNESS. USE OF THIS DETAIL ISLIMITED TO WALL HEIGHTS UP TO 36 TIMES THE NOMINAL WALL THICKNESS.

COMPRESSIBLE FILLER,REFER TO ARCHITECTURALDRAWINGS ANDSPECIFICATIONS


2012

04200-CN-NCMU-06

STRAP ANCHORS, FIELDWELD @ 32" MAXIMUM,REFER TO SPECIFICATIONS

TRIANGULAR TIE (GALVANIZED)EMBEDDED IN MORTAR JOINT,REFER TO SPECIFICATION

1"

MIN

IMU

MC

OU

RS

ET

OP

TOP OF FLOOR SLABOR ROOF ASSEMBLY

STEEL BEAM


NOTES:1. THIS DETAIL IS TO BE USED ONLY IF INTEGRAL INTERSECTING SUPPORT WALLS AT EACH END

EXCEED A SPACING OF 36 TIMES THE NOMINAL WALL THICKNESS. USE OF THIS DETAIL ISLIMITED TO WALL HEIGHTS UP TO 36 TIMES THE NOMINAL WALL THICKNESS.

2. FOR 4" PARTITIONS GREATER THAN 9'-0" TALL OR 6" PARTITIONS GREATER THAN 15'-0" TALL,REDUCE CONNECTION SPACING TO 3'-6".

COMPOSITE SLAB

3/16 2

3/16 2

L5x3x1/4x0'-6" LLV(SHOP PRIME)@ 4'-0" MAXIMUM,REFER TO NOTE 2

PL 3/16x8xL (SHOP PRIME) WITH (2) 5/8"ØEXPANSION ANCHORS WITH 2 3/4" MINIMUMEMBEDMENT, REFER TO SPECIFICATIONS,ANCHORS MUST BE IN LOW PART OF FLUTES

COMPRESSIBLE FILLER,REFER TO ARCHITECTURALDRAWINGS AND SPECIFICATIONS


2012

04200-CN-NCMU-12

1"

MIN

IMU

M

L (MINIMUM = NOMINALWALL THICKNESS +1'-0"


NOTES

1. REFERENCE PLANS AND DETAILS FOR REQUIRED WALL REINFORCING QUANTITY, SIZE AND

SPACING.

2. PROVIDE REINFORCED GROUTED CELL COMMON TO BOTH WALLS REGARDLESS OF TYPICAL WALL

REINFORCEMENT. WHEN CENTERLINE OF CELLS INTERSECTING WALLS DO NOT ALIGN, GROUT 2

ADJACENT CELLS AT INTERSECTION.

3. REFER TO TYPICAL BOND BEAM AT WALL INTERSECTION DETAIL FOR BOND BEAM REQUIREMENTS.

NOTE 2 NOTE 2

GROUTED CELLS PERTYPICAL WALLREINFORCEMENT


CORNER INTERSECTION TEE INTERSECTION

WING WALL

REINFORCE AND GROUTCELLS SOLID AT WINGWALL REGARDLESS OFTYPICAL WALLREINFORCEMENT


NOTE 2

NOTES:1. THIS DETAIL ONLY APPLIES WHEN MASONRY OCCURS ON ONE SIDE.


2012

04200-CN-NCMU-23

6'-8" MAXIMUM2-#6 x3'-3" DOWELSEPOXY INTO COLUMNOR WALL AS SHOWN

SCHEDULED LINTEL

OPENING

CONCRETECOLUMN OR WALL,REFER TO PLAN

1'-0"

CMU WALL

MA

XIM

UM

CM

U A

BO

VE

= 8

'-0"

INTERIOR NON-LOADBEARING CMU LINTELS

CLEARSPAN

REINFORCING REQUIREMENTS IN NOMINAL LINTEL SECTION

4x8 6x8 6x16 8x8 8x16 10x8 10x16 12x8 12x16

3'-4" 1-#3 1-#3 UR 1-#3 UR 2-#3 UR 2-#3 UR

4'-0" 1-#3 1-#4 UR 2-#3 UR 2-#3 UR 2-#4 UR

4'-8" 1-#4 1-#4 UR 2-#4 UR 2-#4 UR 2-#4 UR

5'-4" 1-#4 2-#4 UR 2-#4 UR 2-#4 2-#3 2-#5 UR

6'-0" 1-#5 2-#4 1-#4 2-#4 2-#3 2-#5 2-#4 2-#5 2-#4

6'-8" 1-#5 NA 2-#4 NA 2-#4 2-#6 2-#4

7'-4" NA NA 1-#5 2-#4 2-#4 NA 2-#5

8'-0" NA NA 1-#6 2-#4 2-#5 2-#5

8'-8" NA NA 1-#6 2-#5 2-#5 2-#6

9'-4" 1-#7 2-#5 2-#6 2-#6

NOTES:1. DEFINITIONS: UR = UNREINFORCED WALL (NO VERTICAL REINFORCEMENT IS REQUIRED,

EXCEPT AS DETAILED ON DRAWINGS AT OPENINGS, ETC.)NA = NOT APPLICABLE, THICKER WALL REQUIRED FOR SPAN

2. REFER TO ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF OPENINGS.3. PROVIDE 1" OF BEARING AT EACH JAMB FOR EACH FOOT OF CLEAR SPAN BUT NOT LESS THAN 7 5/8".

REINFORCEMENT SHALL PROJECT A MINIMUM OF 6" ONTO THE BEARING.4. MINIMUM MASONRY COMPRESSIVE STRENGTH OF GROUTED PRISM f'm=1500 PSI.5. LINTELS SCHEDULED AS 16" HIGH MAY BE EITHER TYPE B OR TYPE C AS DETAILED BELOW.6. PRECAST CONCRETE LINTELS AS SHOWN MAY BE USED WITH ARCHITECT APPROVAL. MINIMUM f'c=3000 PSI.7. USE FOR RUNNING BOND ONLY.

FULL MORTARBED

GROUT FILL

REFER TO SCHEDULE

8"

NO

MIN

AL

FULL MORTARBED

GROUT FILL

REFER TO SCHEDULE

TYPE A TYPE B

16"

NO

MIN

AL #3@16"

GROUT FILL

REFER TO SCHEDULE

NA NA

NA NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

TYPE C


2010

00860-WL-BLLIN-01

WIDTHNOMINAL

WIDTHNOMINAL

WIDTHNOMINAL

16"

NO

MIN

AL

NOTES:1. THIS DETAIL IS TO BE USED ONLY IF INTERSECTING SUPPORT WALLS EXCEED A SPACING

OF 36 TIMES THE NOMINAL WALL THICKNESS. USE OF THIS DETAIL IS LIMITED TO WALLHEIGHTS UP TO 9'-0" FOR 6" PARTITIONS AND 12'-0" FOR 8" PARTITIONS. DO NOT USE FOR4" PARTITIONS.

2. THIS DETAIL IS APPLICABLE FOR JOIST SPACINGS UP TO 6'-0".

REFER TO ARCHITECTURALDRAWINGS FOR CMUEXTENSION REQUIREMENTS


2012

04200-CN-NCMU-10

3/16 2

3/16 2

1"

MIN

IMU

M

1"

MIN

IMU

M

L5x3x1/4x0'-6" LLV(SHOP PRIME ATEACH JOIST

STEEL JOIST

TOP OF FLOOR SLABOR ROOF ASSEMBLY


NOTES:1. THIS DETAIL IS TO BE USED ONLY IF INTEGRAL INTERSECTING SUPPORT WALLS AT EACH END

EXCEED A SPACING OF 36 TIMES THE NOMINAL WALL THICKNESS. USE OF THIS DETAIL ISLIMITED TO WALL HEIGHTS UP TO 36 TIMES THE NOMINAL WALL THICKNESS.

2. FOR 4" PARTITIONS GREATER THAN 9'-0" TALL OR 6" PARTITIONS GREATER THAN 15'-0" TALL,REDUCE CONNECTION SPACING TO 3'-6".

L2 1/2x2 1/2x3/16(SHOP PRIME) ATEACH CONNECTION

L2 1/2x2 1/2x3/16(SHOP PRIME)@4'-0" MAXIMUM,REFER TO NOTE 2

3/16 3/4

3/16 3/4

3/16 2TYPICAL

3/16 2 MINIMUM

L5x3x1/4x0'-6" LLV (SHOP PRIME)EACH SIDE AT EACH CONNECTION

REFER TO ARCHITECTURALDRAWINGS FOR CMUEXTENSION REQUIREMENTS

1"

MIN

IMU

M

1" MINIMUM

PL3/16x3x0'-3"(SHOP PRIME)


2012

04200-CN-NCMU-11

3/16 2

3/16 2TYP

1/8

1/8

TOP OF FLOOR SLABOR SLAB ASSEMBLY

STEEL JOIST


0

SECTION B

SECTION A

VERTICAL REINFORCING AT OPENING.PROVIDE 2 BARS PER CELL, 1-BAREACH FACE. PROVIDE REINFORCINGFOR FULL HEIGHT OF WALL.

JAMB REINFORCING AT OPENING (EACH SIDE)REF EXTERIOR LINTELSCHEDULE OR DETAILSFOR REINFORCING.

CONTINUOUS BOND BEAM.REINFORCE WITH 2-#5CONTINUOUS AT TOP OFWALL.

REF TYPICAL DETAILS FOR TOPOF WALL CONNECTION TOSTRUCTURE.

REINFORCING

#7@24"

#6@24"

#6@40"

#5@40"

#4@40"

#4@48"

12'

18'

17'

15'

<9'

10'

2-#4

<8'-0"

2-#8

2-#7

2-#6

2-#5

2-#4

2-#4

<8'-0"

DOWELS TO MATCH VERTICALREINFORCING IN SIZE ANDSPACING (UNO).

8" CMU WALL. SEE SCHEDULEFOR VERTICAL REINFORCING.PROVIDE 2-9GA. HORIZONTALLADDER-TYPE JOINT REINFORCING@ 16" O.C.

OPENING

SILL REINFORCING

2-#5

10'-0"

2-#5

12'-0"

OPENING SIZE

2-#5

4-#5

2-#8

2-#7

2-#5

2-#4

10'-0"

2-#6

6-#5

4-#5

2-#7

2-#5

2-#4

12'-0"

4-#5

14'-0"

2-#5

2-#5

14'-0"

6-#7

4-#7

4-#5

2-#6

SILL BOND BEAM.REF SCHEDULE

CENTER TYPICAL VERTICALREINFORCING IN CELL.

USE (2)-CELLS WHEN4 BARS ARE REQUIRED

2 BARS PER CELL1-BAR EACH FACE.

REF TYPICAL DETAILS FORBASE OF WALL CONNECTIONTO STRUCTURE.

20'

22' #7@40"EF

#7@48"EF N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

REF EXTERIOR WALLLINTEL TYPICALDETAIL.

CONTINUOUS VERT.REINFORCING ATOPENING. SEESCHEDULE.

NOTES:1. SEE PLAN AND DETAILS FOR REINFORCING IN WALLS TALLER THAN 18'.2. GROUT REINFORCED CELLS WITH 2000 PSI GROUT.

TYPICAL WALL REINFORCING

TYPICALVERTICAL

REINFORCING

WALLHEIGHT

SILL OPENING

0

0

0

SPACING

SCHED REINFORCING

SIZE

OPENINGOPENING SIZE

0

NOTES:1. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF ALL CONTROL JOINTS. IF LOCATIONS ARE NOT

SHOWN, CONTRACTOR SHALL SUBMIT PROPOSED LAYOUT FOR A/E APPROVAL. PLACE JOINTS INACCORDANCE WITH THE FOLLOWING GUIDELINES:A. MAXIMUM SPACING: 20 FEETB. MAXIMUM LENGTH/HEIGHT RATIO: 2 TO 1C. AT ALL CHANGES IN WALL HEIGHT GREATER THAN 4'-0"D. CHANGES IN WALL THICKNESSE. NEAR WALL INTERSECTIONSF. AT CORRESPONDING CONSTRUCTION JOINTS IN FOUNDATIONS, FLOOR, OR ROOF CONSTRUCTION

2. COORDINATE WATERPROOFING AND REQUIRED FIRE RATING OF CONTROL JOINTS WITH ARCHITECT.3. STOP HORIZONTAL JOINT REINFORCEMENT 2" EACH SIDE OF JOINT. SEE DETAILS A-A FOR HORIZONTAL

REINFORCEMENT AT TIE BEAMS AND BOND BEAMS.4. USE HALF BLOCKS AT ALTERNATE COURSES SO JOINTS ARE CONSISTENT THROUGH WALLS.5. FOUR OPTIONS ARE SHOWN FOR DETAIL B-B. ALTERNATE USED IS AT CONTRACTOR'S OPTION BUT

SUBJECT TO APPROVAL BY ARCHITECT.6. PROVIDE REINFORCED VERTICAL CELL EACH SIDE OF JOINT AS SHOWN. REINFORCEMENT TO MATCH

OTHER WALL REINFORCEMENT.

VERTICAL CONTROLJOINT

CONCRETE TIE BEAM ORMASONRY BOND BEAM(REFER TO DETAILS)

CMU WALL (REFER TOPLANS FOR THICKNESSAND REINFORCEMENT)

LAP REINFORCEMENT TOMATCH LONGITUDINALREINFORCEMENT.PROVIDE 1 1/2" CLEARCOVER AT CONTROLJOINT

REINFORCEMENT ANDGROUT CORE ARECONTINUOUS THROUGHJOINT

1/4" Wx1/2"D FORMEDJOINT0

44 db (#4, 5, 6 BARS)72 db (#7 BARS)

1 1/2" MINIMUM

CONTROL JOINT ATCONCRETE TIE BEAM

(DETAIL A-A)

CONTROL JOINT ATMASONRY BOND BEAM

(DETAIL A-A)

1/4"-1/2" DEEP SAWCUTIN FACE SHELL

SASH UNITS JOINT SEALANT

BACKER ROD

CONTROLJOINT UNITS

SEAL JOINT WITHBACKER ROD &SEALANT

CONT BUILDINGPAPER

SEAL JOINTWITH BACKERROD & SEALANT

PLAIN END UNITS(CUT)

SEAL JOINT WITHBACKER ROD & SEALANT

FILL WITH GROUT(NOREINFORCEMENT)

REINFORCEMENT TO MATCHWALL REINFORCEMENT EACHSIDE OF JOINT, TYPICAL

PREFORMED JOINTFILLER

CONTROL JOINTS INMASONRY WALLS

(DETAIL B-B)


2010

1 3/4"

SHEET CONTENTS:

PROJECT NUMBER:

SHEET NUMBER:

DATE:

REVISED DATE:

S405

35T

H ID

NA

TIO

NA

L G

UA

RD

RE

AD

INE

SS

CE

NT

ER

FO

RT

LE

AV

EN

WO

RT

H, K

AN

SA

S

HT

K A

rchitects

CONCRETE MASONRY TYPICALDETAILS

April 23, 2018

HTK: 1008.01-0015

KA

NS

AS

AR

MY

NA

TIO

NA

L G

UA

RD


DOFE: 200101

NO SCALE2

TYPICAL CMU VERTICAL BAR TENSIONDEVELOPMENT AND LAP SPLICE LENGTHS

NO SCALE1TYPICAL CMU VERTICAL BAR PLACEMENT

NO SCALE3

TYPICAL INTERIOR NON-LOADBEARINGCMU WALL TOP CONNECTION

NO SCALE4

TYPICAL INTERIOR NON-LOADBEARINGCMU WALL SIDE CONNECTION

NO SCALE8


NO SCALE7TYPICAL MASONRY WALL INTERSECTIONS

NO SCALE6

TYPICAL BOND BEAM REINFORCEMENTAT WALL INTERSECTIONS

NO SCALE5

TYPICAL CMU LINTELCONNECTION AT COLUMN OR WALL

NO SCALE12TYPICAL INTERIOR NON-LOADBEARING CMU LINTELS

NO SCALE10


NO SCALE15


12" = 1'-0"14TYPICAL DETAIL OPENINGS AT EXTERIOR MASONRY WALLS

3/4" = 1'-0"9

TYPICAL VERTICAL CONTROL JOINTSIN MASONRY WALLS

1

August 7, 2018 ADD.11 2

I.F., HORIZ

I.F., VERT

T.O. FTG PER PLAN

VARIES

KE

Y (

H)

FT

G

T.O. SOIL

VARIES

FTG,LONG

FTG,TRANS

T.O. WALL

VARIES

TYPE A B C

HEIGHT 3'-0" to 6'-11" 7'-0" to 10'-11" 11'-0" to 15'-0"

TOE 24" 39" 54"

STEM 10" 12" 14"

HEEL 29" 54" 76"

FTG

O.F. HORIZ #5 @ 12 #5 @ 12

O.F. VERT #5 @ 12 #5 @ 12

FTG LONG #4 @ 12 #4 @ 12 #4 @ 10

FTG TRANS #4 @ 12 #5 @ 9 #6 @ 12

15" 18" 20"

RETAINING WALL SCHEDULE

FINISHEDGRADE,

REF CIVIL

CHAMFER T.O. WALL,BOTH SIDES

NOTE:1. REFERENCE SHEET AS102 FOR ADDITIONAL RETAINING WALL

INFORMATION, INCLUDING HANDRAILS, FORM LINERS, ANDCONTROL JOINTS

2. SEE 15/S403 FOR BACKFILL AND DRAINAGE INFORMATION.3. SEE 2 AND 7/S402 FOR VERTICAL CONTROL AND CONSTRUCTION

JOINT DETAILS4. FRONT CLEAR COVER SHALL BE MEASURED FROM FACE OF

DEEPEST FORM LINER REVEAL5. WHERE SHOWN, CAST SHEAR KEY AND FACE OF FOOTING

AGAINST UNDISTURBED SOIL

O.F., VERT

T.O. SOIL

VARIES

TOP OF WALL,REF CIVIL FINISHED GRADE,

REF CIVIL

O.F., HORIZ

CLA

SS

B L

AP

KEY I.F.VERT

KEY O.F.VERT

KEYHORIZ

KEY (W) 10" 12" 14"

KEY (H) 16" 24" 36"

KEY I.F. VERT

DOWELS TO MATCH I.F.VERT SIZE AND SPACING

NOTE 4

I.F. VERT

I.F. HORIZ

KEY O.F. VERT

KEY HORIZ

#4 @ 12#4 @ 12 #4 @ 12

#5 @ 12

#5 @ 12

#7 @ 12#5 @ 10 #8 @ 8

#5 @ 12 #5 @ 12

#4 @ 12 #4 @ 12 #4 @ 12

(3)-#4 EA FACE (3)-#4 EA FACE (4)-#4 EA FACE

#4 @ 12

TOE

KEY (W)

STEM HEEL

2x4 KEYWAY

NOTE 5

HE

IGH

T

REF 15/S403 FOR BACKFILLAND DRAINAGE INFO

W

H

STIRRUPS

FACEBARS

TOP & BOTBARS

BEAMTAG

GRADE BEAM SCHEDULE

GB9

W

4'-0"

H

30"

TOP & BOTBARS

(8) #9TOP & BOT

FACEBARS

(2) #4EA FACE

STIRRUPS

#4 @ 12"S11

GB7 3'-6" 30" (2) #7EA FACE

#4 @ 12"S11

GB6 3'-6" 30" (2) #7EA FACE

#4 @ 12"S11

GB5 3'-6" 30" (2) #6EA FACE

#4 @ 6"S11

GB3 3'-6" 30" (2) #4EA FACE

#4 @ 12"S11

GB2 3'-6" 30" (2) #6EA FACE

#4 @ 6"S11

GB1 3'-0" 36" (7) #9 TOP(7) #8 BOT

(2) #6EA FACE

#4 @ 6"S11

(8) #11 TOP(7) #9 BOT

(7) #5TOP & BOT

(7) #11 TOP(10) #8 BOT

(7) #6TOP & BOT

(7) #8TOP & BOT

GB8 3'-6" 30"(8) #11

TOP & BOT(2) #4

EA FACE#4 @ 12"

S11

GB10 3'-0" 30"(7) #9

TOP & BOT(2) #7

EA FACE#4 @ 12"

S11

GB11 3'-0" 30"(8) #8

TOP & BOT(2) #4

EA FACE#4 @ 12"

S11

GB12 3'-0" 30"(7) #7 TOP(8) #5 BOT

(2) #4EA FACE

#4 @ 12"S11

GB15 2'-6" 30"(7) #7 TOP(8) #5 BOT

(2) #4EA FACE

#4 @ 12"S11

GB16 2'-6" 30"(6) #7

TOP & BOT(2) #4

EA FACE#4 @ 12"

S11

GB13 3'-0" 30"(7) #11

TOP & BOT(2) #4

EA FACE#4 @ 6"

S11

GB14 2'-6" 30"(7) #5

TOP & BOT(2) #4

EA FACE#4 @ 12"

S11

NOTES

1

1

1

NOTES:

1. MECHANICAL LAP SPLICES REQUIRED AT ALL LOCATIONS.

100'-0"

LEVEL 1

86'-0"

FOUNDATION LEVEL

S410

8

#4 @ 10" VERT

#4 @ 12" HORIZ

#6 @ 16" HORIZ

#6 @ 8" VERT

#5@12

DRILLED PIERREF 11/S401 & 12/S401

14" CONCRETE WALL

CONTINUOUSWATERSTOP

#7@12

12-#5

3-#5 ADDITIONAL TOP.REF NOTE 1

2-#5 ADDITIONALBOT. REF NOTE 1

NOTES:1. ADDITIONAL LONGITUDINAL REINFORCEMENT IS NOT NEEDED ALONG GRID 7.2.

100'-0"

LEVEL 1

2"x14" BLOCKOUTAT EDGE OF SLAB

ldh PER 1/S105

STOP DECK 2" ON WALL,ATTACH WITH #10 PAF'S AT

12" OC

2"

ldh P

ER

1/S

105

2"

ADD'L DOWELS.REF S202A FORSIZE & SPACING.7"

0"

TY

P

(2) #5 @ 4" CONT

100'-0"

LEVEL 1

2"x14" BLOCKOUTAT EDGE OF SLAB

ldh PER 1/S105

L8x8x3/4 CONTINUOUS BETWEENSTEEL BEAMS, WITH 3/4"Ø HSAAT 18" OC AND 3/4"Ø HILTI KB-TZWITH 4-3/4 EFF. EMBED

2"

PRECAST PANEL.REF ARCH

ldh P

ER

1/S

105

ADD'L DOWELS. REF S202A FORSIZE & SPACING. ANGLE INTOFLUTES OF DECK IF NECESSARY

0"

TY

P

10 1/8"

5"

(2) #5 @ 4" CONT

BP-2 AND BP-7

3/16 TYP

GUSSET PERSUPPLIER,EXTEND TOLAST ANCHORROD, MIN

3"

2 1/2" 2 1/2"

5 1/2" 6 1/2"

5 1

/2"

5 1

/2"

BP-3

3/16 TYP

GRID

2 1

/2"

2 1

/2"

GRID

5 1/2" 10"

5 1

/2"

5 1

/2"

2 1

/2"

2 1

/2"

2 1/4"2 1/2"

4 1/2"

GRID

11

S410

6" 7" 7" 6"

1'-4" 1'-4" 3 1

/2"

3 1

/2"

7"

7"

3/16 TYP

BP-5

BP-4

CIP WALL


6" 8" 8" 6" 6"

1'-4 1/2" 1'-10 1/2"

5 1

/2"

5 1

/2"

3"

3"

BP-9


8" 8" 6"

11" 1'-5"

5 1

/2"

5 1

/2"

3"

3"

FACE OFPRECAST

PANELS

BP-10

3/16 TYP8" 8"

10" 10"

5 1

/2"

5 1

/2"

3"

3"

3/16 TYP

3/16 TYP

BP-11

3/16 TYP

1'-2"

1'-8"

10"

10"

7"

7"

PROVIDE 4-#4 U BARS.(2) EACH SIDE.

11A

S410

#4 U BARS (TYP)

PROVIDE 5-#4 UBARS. (1) AT EACHSTUD PAIR.

SECTION 11A BASE PLATE SHEAR REINFORCEMENT

#4 U BAR

3 3/4"

5 3/4" 5"

1 1/2"

1 1

/2"

5"

5 3

/4"

3 3

/4"

1x16x1'-4" BASE PLATE WITH 1" GROUT PAD.

ARMS VAULT ROOF SLAB

8" CONCRETE WALL

1/4

(4) 5/8"Ø HILTI HAS RODS ANCHORED WITHHILTI HIT-HY 200 (ESR-3187). 5" EMBEDEMNT.

CORNER CONDITION

MIDDLE CONDITION

2" 6" 6" 2"

2"

6"

3 3

/4"

1x16x1'-4" BASE PLATE WITH 1" GROUT PAD.

ARMS VAULT ROOF SLAB

8" CONCRETE WALL

1/4

(4) 5/8"Ø HILTI HAS RODS ANCHORED WITHHILTI HIT-HY 200 (ESR-3187). 5" EMBEDEMNT.

100'-0"

LEVEL 1

STOP DECK 2" ON WALL,ATTACH WITH #10 PAF'S AT

12" OC

NOTES:REF DETAIL 9/S410 FOR ADITIONAL INFORMATION

FACE OF STOREFRONT.REF ARCH

B. STOREFRONT ALIGNED WITHBASEMENT WALL

A. STOREFRONT OR DOOR NOT ALIGNEDWITH BASEMENT WALL

100'-0"

LEVEL 1

REF ARCH

BLOCKOUT AT EDGE OF SLAB

STOP DECK 2" ON WALL, ATTACHWITH #10 PAF'S AT 12" OC

2"

FACE OF STOREFRONT.REF ARCH

NOTE 3 NOTE 2

NOTE 2

NOTE 3NOTE 2

NOTE 2

NOTE 3NOTE 3

S3 S10 S11 S12 S13 S14 S15

S20S19S18S17S16

S21 S22 S23 S24

S29S28S27S26S25

1

12

S34 T1 T6

0

CLA

SS

B

0

0"

0

0"

0"

0

0

0"

0

0"

0

0"

0

0"

0

0"

0

0"

0

0"

0

0"

0

0"

0

0"

0

0"

NOTES:1. ALL HOOKS SHALL BE FABRICATED AS REQUIRED BY ACI. REFER TO "TYPICAL STIRRUP

AND TIE HOOK TYPES."2. THE TOP CAP FOR CLOSED STIRRUPS S15, S19, S24, AND S27 SHALL BE PLACED SUCH THAT THE

90-DEGREE HOOK IS:a) CONFINED BY THE SLAB AT PERIMETER CONDITIONS (SLAB ON ONE SIDE ONLY), ANDb) ON ALTERNATE SIDES AT ADJACENT HOOPS IN INTERIOR CONDITIONS (SLAB ON BOTH SIDES).

3. PROVIDE TOP CAP FOR OPEN STIRRUPS S3, S21, S22, AND S29 TO MATCH SCHEDULEDSTIRRUP SIZE @48".


2016

03210-FL-STIR-01

E

86'-0"

FOUNDATION LEVEL

ELEVATOR PIT

PIT SLAB PER14/S402

PIT WALL PER14/S402

GB9

12" CMU WALLPER PLAN

SHEET CONTENTS:

PROJECT NUMBER:

SHEET NUMBER:

DATE:

REVISED DATE:

S410

35T

H ID

NA

TIO

NA

L G

UA

RD

RE

AD

INE

SS

CE

NT

ER

FO

RT

LE

AV

EN

WO

RT

H, K

AN

SA

S

HT

K A

rchitects

FOUNDATION DETAILS

April 23, 2018

HTK: 1008.01-0015

KA

NS

AS

AR

MY

NA

TIO

NA

L G

UA

RD


DOFE: 200101

3/4" = 1'-0"2CANTILEVERED RETAINING WALLS

3/4" = 1'-0"4GRADE BEAM SIZE & REINFORCING

1/2" = 1'-0"7BASEMENT WALL DETAILING AT NORTH SIDE OF BUILDING

1" = 1'-0"8TOP OF BASEMENT WALL (8" ON 3" DECK)

1" = 1'-0"9TOP OF BASEMENT WALL (3 1/2" ON 3" DECK)

1" = 1'-0"14ADDITIONAL BASE PLATES

3/4" = 1'-0"11BASE PLATE SHEAR REINFORCEMENT

1" = 1'-0"15DETAIL

1" = 1'-0"10TOP OF BASEMENT WALL WITH STOREFRONT

NO SCALE5TYPICAL STIRRUP TYPES

3/4" = 1'-0"1Detail 80

1

August 7, 2018 ADD.11 2

NO SCALESLEEVE/CONDUIT DETAIL3 GROUND WIRE LABEL4 NO SCALE

CATV RISER DIAGRAMNO SCALE6SINGLE GANG FACEPLATE DETAIL

T1-100-XXXT1-100-XXX

T1-100-XXX

5 NO SCALE

1 NO SCALEFIBER BACKBONE CABLE TERMINATION DETAIL

2 NO SCALECOPPER BACKBONE CABLE TERMINATION DETAIL

NEW READINESS BUILDING

EXISTING TICE HALL BUILDING 1952 EXISTING TOC BUILDING #7 NEW MAINTENANCE BUILDING EXISTING MAINTENANCE BUILDING

NEW MAINTENANCE BUILDING EXISTING MAINTENANCE BUILDING

NEW READINESS BUILDING

EXISTING TICE HALL BUILDING 1951

TELECOMMUNICATIONS BONDING

CONDUCTOR.IF THIS CONNECTOR OR CABLE IS

LOOSE OR MUST BE REMOVED,

PLEASE CALL THE BUILDING

TELECOMMUNICATIONS MANAGER.

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) 233-0647Email: [email protected]

LSA PROJECT NO. 1502042

A R

C H

I T

E C

T S

PA

SHEET CONTENTS:

PROJECT NUMBER:

SHEET NUMBER:

DATE:

REVISED DATE:

35TH

ID N

ATIO

NAL

GU

ARD

REA

DIN

ESS

CEN

TER

FOR

T LE

AVEN

WO

RTH

, KAN

SAS

HTK

Arc

hite

cts

HTK: 1008.01-0015

KAN

SAS

ARM

Y N

ATIO

NAL

GU

ARD

DOFE: 200101

April 23, 2018


T401

TELECOM DETAILS

ADDENDUM #2 08-17-18

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OR AS NOTED

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CROSS SECTION

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OF WALL

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TRADE SIZE 3/4"

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PLYWOOD BACKBOARD

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WALL

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TRADE SIZE 3"

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INSIDE DIAMETER

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SLEEVES OR CONDUITS WITH

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BUSHING AND FIRESTOP

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SLEEVE THROUGH WALL WITH

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BUSHING AND FIRESTOP TRADE

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SIZE AS NOTED ON PLANS

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3" IN TELECOMMUNICATIONS

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ROOM T2B, 2" OTHERWISE

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2"

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GROUND WIRE

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6" MAX.

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AMP

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IN

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OUT

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4-WAY TAP

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OUT

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IN

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IN

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8-WAY SPLITTER

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1

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(TYP. 4)

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3

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2

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IN

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OUT

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RG-11 COMING FROM

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TELECOM ROOM T1A

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IN

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TYPICAL DEVICE LABELING

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NOTES:

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1.

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SUBMIT SAMPLE FOR

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APPROVAL PRIOR TO

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INSTALLATION

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DATA

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MODULE

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PROVIDE BLANK MODULE OR-42100002-99 AS REQUIRED IF

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THE SPACE IS NOT USED TO FILL THE FACEPLATE.

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SPLITTING CABLES ACROSS JACKS IS NOT PERMITTED.

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2.

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3

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T1-100-A01

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T1-100-A02

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T1-100-A03

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TELECOMMUNICATIONS CABLING

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IDENTIFIER EXAMPLE

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MODULE

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BLANK

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BLANK

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MODULE

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BLANK

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MODULE

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DATA

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MODULE

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DATA

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MODULE

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ROOM NUMBER

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PATCH PANEL & PORT NUMBER:

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PATCH PANEL "A", "B", "C", ETC.

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TELECOM ROOM DESIGNATION

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SINGLE GANG STAINLESS STEEL FACEPLATE

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RJ45 JACK

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CATEGORY 6, T568A/B

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PORT NUMBER 1 THROUGH 48

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%%uROOM T1A

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%%uTELECOM

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24

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FUSION SPLICE 72 MM PIGTAILS

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TO BACKBONE CABLE

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24

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24

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%%uROOM T2A

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%%uTELECOM

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TO BACKBONE CABLE

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24

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%%uROOM T2B

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%%uTELECOM

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TO BACKBONE CABLE

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INDICATES MULTIMODE FIBER

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INDICATES SINGLEMODE FIBER

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%%uROOM T1A

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%%uTELECOM

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%%uROOM T2A

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%%uTELECOM

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%%uROOM T2B

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%%uTELECOM

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RG-11

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RG-11

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50

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50

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50

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50

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TERMINATE (1) 50 PAIR

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CABLE ON PATCH PANEL,

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TERMINATE (1) PAIR PER

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PORT. TERMINATE RG-11

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ON AMP.

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ON AMP.

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50

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24

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%%uROOM T2C

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%%uTELECOM

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TO BACKBONE CABLE

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24

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%%uROOM T2C

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%%uTELECOM

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50

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ON AMP.

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50

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RG-11

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50-PR

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50-PR

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50-PR

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24

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24

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24

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24

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24-STRAND MM ISP

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24-STRAND MM ISP

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24-STRAND MM ISP

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24-STRAND MM ISP

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24-STRAND MM ISP

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%%uROOM

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%%uTELECOM

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12

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12

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FUSION SPLICE 48 SM PIGTAILS

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TO BACKBONE CABLE

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%%uROOM

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%%uTELECOM

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TO BACKBONE CABLE

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12

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%%uPOWER SUPPLY

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%%uNEMA 3R CAMERA

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FUSION SPLICE 12

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SM PIGTAILS TO

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12

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%%uBOX

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12-STRAND SM OSP

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TO BACKBONE CABLE

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%%uROOM

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%%uTELECOM

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12

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%%uROOM

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%%uTELECOM

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TO BACKBONE CABLE

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12

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TO BACKBONE CABLE

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12-STRAND SM OSP

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12-STRAND SM OSP

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BACKBONE CABLE

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%%uFOR ACCESS CONTROL

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%%uPENTAIR ENCLOSURE

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FUSION SPLICE 12

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SM PIGTAILS TO

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12

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%%uEQUIPMENT AT GATE

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BACKBONE CABLE

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12-STRAND SM OSP

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IN

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12

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FIELD VERIFY EXISTING ACCESS CONTROL PANEL LOCATION PRIOR TO ROUTING CONDUIT PATHWAY OR FIBER

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%%uROOM

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%%uTELECOM

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25

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%%uROOM

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%%uTELECOM

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25

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25-PR OSP

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100

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%%uROOM

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%%uTELECOM

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100

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100-PR OSP

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ALL GROUND LUGS SHALL BE 2-HOLE COMPRESSION TYPE

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(ROOM 123)

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(ROOM 60)

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TERMINATE (3) 50-PAIR CABLES FROM TELECOM ROOMS T2A, T2B AND T2C ON 110 BLOCKS. TERMINATE (1) 50-PAIR CABLE ON 110 BLOCK AND ROUTE TO PATCH PANEL IN THIS ROOM, TERMINATE (1) PAIR PER PORT. TERMINATE RG-11'S WITH F-CONNECTORS AND PROVIDE 10' SERVICE LOOP FOR FUTURE CONNECTION BY COX. TERMINATE 100-PAIR COPPER CABLE ON BUILDING ENTRANCE TERMINAL AND THEN ON 110 BLOCKS.

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TERMINATE 100-PAIR COPPER CABLE ON BUILDING ENTRANCE TERMINAL AND THEN ON 110 BLOCKS.

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TO BACKBONE CABLE

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TO BACKBONE CABLE

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TO BACKBONE CABLE

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12

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12-STRAND SM ISP

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12

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12

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12

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12

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12

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12-STRAND SM ISP

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12-STRAND SM ISP

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TYPICAL DEVICE LABELING SUBMIT SAMPLE TO OWNER FOR APPROVAL PRIOR TO INSTALLATION. LABELS SHALL MEE TIA-607-C STANDARDS.

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12

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12-STRAND SM ISP

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(ROOM 276)

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%%uSIPRNET RACK

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12

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ROUTE CABLE IN CONTINUOUS 1 1/2" EMT CONDUIT

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TO BACKBONE CABLE

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2

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2

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2

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2

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2

TELECOMMUNICATIONS CABLING SCHEDULE

TELECOMMUNICATIONS HARDWARE SCHEDULE

ACCESS CONTROL LEGEND

SECURITY HARDWARE SCHEDULE

2 SINGLE DOOR ENTRYNO SCALEACCESS CONTROL DOOR DETAIL

FRONT ELEVATION

WEATHERHEAD DETAILNO SCALE1

FRONT ELEVATION

3 NO SCALEADA CONTROL DOOR DETAIL

SCHEMATIC

FRONT DOOR3639 SW Summerfield Drive, Suite A

Telephone: (785) 233-3232






A R

C H

I T

E C

T S

PA

SHEET CONTENTS:

PROJECT NUMBER:

SHEET NUMBER:

DATE:

REVISED DATE:

35TH

ID N

ATIO

NAL

GU

ARD

REA

DIN

ESS

CEN

TER

FOR

T LE

AVEN

WO

RTH

, KAN

SAS

HTK

Arc

hite

cts

HTK: 1008.01-0015

KAN

SAS

ARM

Y N

ATIO

NAL

GU

ARD

DOFE: 200101

April 23, 2018


T402

TELECOM DETAILS ANDSCHEDULES


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66-246-2B

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SUPERIOR ESSEX

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DESCRIPTION

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MANUFACTURER

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MODEL NUMBER

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REMARKS

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CATEGORY 6 HORIZONTAL CABLING (PLENUM)

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CONDUCTORS

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CABLE

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4 PAIR

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COLOR

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JACKET

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BLUE

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O.D.

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NOMINAL

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0.22"

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MARK

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PROVIDED

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BY

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BY

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INSTALLED

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T/C

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T/C

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1

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2

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3

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UNIPRISE

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SERIES 6 (RG6) COAX CABLE (PLENUM)

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1

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2276V

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WHITE

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0.237"

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T/C

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T/C

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4

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5

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1 - PLENUM RATED.

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REMARKS:

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5 FT. CATEGORY 6 PATCH CABLE (DATA)

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ORTRONICS

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4 PAIR

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BLUE

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T/C

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T/C

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ORTRONICS

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4 PAIR

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BLUE

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T/C

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T/C

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ORTRONICS

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4 PAIR

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BLUE

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T/C

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T/C

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ORTRONICS

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4 PAIR

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BLUE

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T/C

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T/C

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350

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350

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1650

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QUANTITY

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ORTRONICS

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4 PAIR

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BLUE

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T/C

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T/C

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150

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6

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7

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24 STRAND MM ISP FIBER CABLE (50 MICRON) (PLENUM)

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50 PAIR ISP COPPER CABLE (PLENUM)

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24

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50

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L4024BK1Q

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AQUA

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0.59"

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T/C

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T/C

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18-579-36

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SUPERIOR ESSEX

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GRAY

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0.60"

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T/C

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T/C

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8

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9

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10

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SUPERIOR ESSEX

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OR-MC603-06

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OR-MC605-06

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OR-MC607-06

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OR-MC609-06

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OR-MC605-15

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150

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11

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CATEGORY 6 PATCH PANEL - 48 PORT (2 RU)

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16

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15

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14

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13

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12

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11

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10

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ORTRONICS

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9

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8

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7

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6

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5

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4

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3

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2

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DESCRIPTION

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INSTALLED

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BY

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BY

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PROVIDED

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1

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MARK

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MANUFACTURER

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MODEL/PART NUMBER

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REMARKS

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ORTRONICS

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ORTRONICS

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ORTRONICS

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OR-403STJ16

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T/C

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T/C

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TRACJACK 6-PLEX FACEPLATE (STAINLESS)

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OR-42100002-68

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T/C

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T/C

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TRACJACK BLANK

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OR-40324500

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T/C

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T/C

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COLOR CODED TABS - YELLOW (BLANK)

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OR-PHD66U48

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T/C

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T/C

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REMARKS:

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1 - PROVIDE UPPER TRAY ON FRONT AND BACK OF RACK, CHATSWORTH MODEL #12183-719.

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2 - PROVIDE ASSOCIATED HARDWARE COMPONENTS TO COMPLETE INSTALLATION PER MFG REQUIREMENTS.

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BRADY

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LAT-18-361-1

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T/C

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T/C

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SELF-ADHESIVE LABEL FOR EACH END OF CABLING

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CABLOFIL

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T/C

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T/C

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WIRE BASKET TRAY, SIZE AS SHOWN ON PLANS

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CF

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2, 3, 4

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2 - EQUIVALENTS BY FLEXTRAY, B-LINE, MEGA SNAKE BY SNAKE TRAY, AND WIREMOLD 2x8 AND LARGER.

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4 - PROVIDE DROPS-OUTS AS REQUIRED.

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T/C

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T/C

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TRACJACK CATEGORY 6 MODULE (GRAY)

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ORTRONICS

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ORTRONICS

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OR-403STJ11

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T/C

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T/C

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SINGLE-PORT FACEPLATE (STAINLESS) (TV)

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ORTRONICS

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OR-63700006-68

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T/C

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T/C

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F-CONNECTOR

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T/C

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T/C

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17

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18

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19

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20

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OR-TJ600-68

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TERMINATE 568B

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ORTRONICS

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OR-FC02U-C

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T/C

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T/C

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FIBER PATCH AND SPLICE CABINET (2 RU, HOLDS (6) ADAPTER PANELS)

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ORTRONICS

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T/C

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T/C

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OR-FC04U-C

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FIBER PATCH AND SPLICE CABINET (4 RU, HOLDS (12) ADAPTER PANELS)

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NOT USED

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NOT USED

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NOT USED

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ORTRONICS

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T/C

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T/C

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OR-OFP-LCD12LC

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6-LC DUPLEX (12 FIBERS) MULTIMODE AQUA FIBER ADAPTER PLATE (FOR 50 MICRON)

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ORTRONICS

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T/C

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T/C

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OR-OFP-LCD12AC

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6-LC DUPLEX (12 FIBERS) SINGLE MODE BLUE FIBER ADAPTER PLATE (FOR SINGLE MODE)

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NOT USED

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T/C

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T/C

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LADDER RACK

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OR-TRT10-12

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T/C

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T/C

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ORTRONICS

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T/C

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T/C

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VERTICAL POWER STRIP ((8) 20 AMP OUTLETS)

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OR-50900053

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5 - NOT USED.

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6 - EQUIVALENTS BY CHATSWORTH, B-LINE, AND WIREMOLD.

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6

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7 - PROVIDE WITH 12" LADDER RACK AT TOP OF RACK TO STRUCTURAL BUILDING COMPONENT ON BACK WALL AND ATTACH TO AN L-BRACKET WITH J-BOLTS.

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1, 7

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ORTRONICS

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T/C

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T/C

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T/C

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T/C

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T/C

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T/C

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ORTRONICS

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MIGHTY MO 10 RACK (4-POST, 7' HIGH)

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OR-MM20724-B

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ORTRONICS

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12" MIGHTY MO 10 VERTICAL CABLE MANAGER

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OR-MM10VMD712

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ORTRONICS

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ORTRONICS

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12" MIGHTY MO 10 AIRFLOW BAFFLE

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OR-MM10AB71612

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16" MIGHTY MO 10 VERTICAL CABLE MANAGER

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OR-MM10VMD716

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T/C

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T/C

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ORTRONICS

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16" MIGHTY MO 10 AIRFLOW BAFFLE

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OR-MM10AB71616

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ORTRONICS

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OR-40325100

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T/C

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T/C

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COLOR CODED TABS - GREEN (VOICE)

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ORTRONICS

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OR-40326200

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T/C

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T/C

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COLOR CODED TABS - BLUE (DATA)

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21

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22

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23

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24

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25

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26

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BLONDER TONGUE

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T/C

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T/C

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SRT-8A

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(8) PORT DIRECTIONAL TAP

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27

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BLONDER TONGUE

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T/C

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T/C

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RMDA 860-30

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DISTRIBUTION AMPLIFIER 30 dB, 40-860 MHZ

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BLONDER TONGUE

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T/C

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T/C

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SXRS-4

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4-WAY TAP

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28

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29

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CATEGORY 5E - PATCH PANEL - 48 PORT (2 RU)

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ORTRONICS

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OR-PHD5E6U48

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T/C

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T/C

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30

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12

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SERIES 11 (RG11) COAX CABLE (PLENUM)

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UNIPRISE

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1

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2293K

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CREAM

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0.347"

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T/C

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T/C

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13

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14

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NOT USED

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31

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NOT USED

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32

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ORTRONICS

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OR-40322200

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T/C

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T/C

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COLOR CODED TABS - RED (SIPRNET DATA)

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ORTRONICS

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OR-40322100

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T/C

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T/C

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COLOR CODED TABS - RED (SIPRNET VOICE)

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33

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34

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ORTRONICS

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OR-TJS600-42

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T/C

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T/C

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TRACJACK CATEGORY 6 SHIELDED MODULE (RED) (SIPRNET)

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36

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ORTRONICS

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OR-40322500

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T/C

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T/C

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COLOR CODED TABS - RED (SIPRNET BLANK)

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35

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43012L101

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SUPERIOR ESSEX

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12-STRAND SM ISP FIBER CABLE (RISER)

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12

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YELLOW

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0.26"

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T/C

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T/C

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3 METER, 50 MICRON, DUPLEX FIBER PATCH CORD (LC-LC)

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ORTRONICS

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2

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CYAN

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T/C

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T/C

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OR-P1RF6LPAZAZ003M

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20

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2 METER, 50 MICRON, DUPLEX FIBER PATCH CORD (LC-LC)

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ORTRONICS

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2

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CYAN

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T/C

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T/C

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OR-P1RF6LPAZAZ002M

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20

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ORTRONICS

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BFPT-2RU-10

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T/C

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T/C

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MIGHTY MO AIR BLANKING PANEL

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37

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RISER-GUARD/OPTI-GUARD DF4X1-200

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SPACED TO PROVIDE A CLEAN INSTALLATION.

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ACCEPTABLE FASTENER. PROVIDE WIRE TIES EVENLY

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MOUNT ALL CABLES WITH A D-RING OR OTHER

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10.

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FOR APPROVAL PRIOR TO INSTALLATION.

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APPROVAL PRIOR TO INSTALLATION.

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LARGER THAN 2".

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TIMES THE INTERNAL DIAMETER FOR CONDUITS

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6 TIMES THE INTERNAL CONDUIT DIAMETER AND 10

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OR LESS SHALL HAVE A BEND RADIUS OF AT LEAST

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CONDUITS THAT HAVE A INTERNAL DIAMETER OF 2"

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9.

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UL SYSTEM.

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CONDUITS. INSTALL PER MANUFACTURERS LISTED

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T/C TO INSTALL FIRE STOP IN ALL SLEEVES AND

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8.

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TERMINATION POINT. SUBMIT SAMPLE TO OWNER

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PROVIDE LABELING FOR ALL GROUND WIRE AT EVERY

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7.

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TOP RAIL. SUBMIT SAMPLE TO OWNER FOR

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PROVIDE LABELING OF ALL RACKS AND LOCATE ON

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6.

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PRIOR TO INSTALLATION.

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CONTRACTOR TO FIELD VERIFY ALL MEASUREMENTS

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5.

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SPECIFICATIONS. SEE DETAIL.

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TO ALL RACKS. LABEL ACCORDING TO OWNER

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PROVIDE A #6 GREEN GROUND WIRE FROM BUSBAR

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4.

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OF WIRE BASKET RUNWAY.

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PROVIDE BONDING JUMPERS BETWEEN ALL SECTIONS

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3.

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LABELING FACEPLATES AND PATCH PANELS.

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VERIFY ROOM NUMBERS WITH OWNER PRIOR TO

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2.

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RUN EXPOSED FIBER IN 1 1/4" INNERDUCT CARLON

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1.

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NOTES:

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GENERAL CONTRACTOR

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G/C

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ELECTRICAL CONTRACTOR

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E/C

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1 - 4x4 STEEL CITY BACKBOX, MODEL NUMBER 72171-1-1/4 W/ SINGLE GANG PLASTER RING AND

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TEMPERATURE CONTROL PANEL

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TCP

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TELECOMMUNICATIONS CABLING

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TELECOMMUNICATIONS CABLING IDENTIFIER

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WIRE BASKET RUNWAY

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TELECOMMUNICATIONS GROUNDING BUSBAR

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TGB

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TELECOMMUNICATIONS MAIN GROUNDING BUSBAR

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TMGB

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TELECOMMUNICATION CONTRACTOR

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T/C

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ABOVE FINISHED FLOOR

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AFF

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SURFACE PANELBOARD

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FOURPLEX RECEPTACLE

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DUPLEX RECEPTACLE

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TELECOMMUNICATIONS OUTLET

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TELECOM OUTLET #

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VIDEO

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FIBER

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LEGEND:

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V/D

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1 1/4" CONDUIT TO ABOVE ACCESSIBLE CEILING AS INDICATED ON DRAWINGS BY E/C.

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5 - CABLING SHALL BE SUPPORTED WITH J-HOOKS AT 48" O.C. WHERE NOT IN CONDUIT.

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AC

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DEVICE LOCATED ABOVE COUNTER

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SM

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SINGLEMODE FIBER

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MM

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MULTIMODE FIBER

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W

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TELECOMMUNICATIONS OUTLET WALL PHONE PLATE

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FIRE ALARM CONTROL PANEL

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EMT CONDUIT BY E/C (1 1/4" UNLESS NOTED OTHERWISE)

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4 - E/C TO PROVIDE CONDUIT BUSHING ON CONDUIT PRIOR TO T/C INSTALLING CABLING.

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LEGEND:

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WIRELESS ACCESS POINT

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WAP

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FACP

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EMT SLEEVE BY E/C (2" UNLESS NOTED OTHERWISE)

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6 - 2x4 SURFACE MOUNT BACKBOX LOCATED ABOVE ACCESSIBLE CEILING.

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AV

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AUDIO/VISUAL OUTLET

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3 - 4x4 STEEL CITY BACKBOX, MODEL NUMBER 72171-1-1/4 WITH DOUBLE GANG PLASTER RING

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BY E/C. CONDUITS AS INDICATED ON PLANS.

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2 - 2x4 BACKBOX WITH 3/4" CONDUIT TO ABOVE ACCESSIBLE CEILING.

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REMARKS

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DESCRIPTION

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SYMBOL

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1

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2

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3

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4

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4

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5

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6

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CR

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HID CARD READER **

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DP

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DOOR POSITION SWITCH *

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EL

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ELECTRIC LOCK (24V DC.) *

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* - INDICATES PROVIDED BY DOOR HARDWARE SUPPLIER. REFER TO

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REQUEST TO EXIT *

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REX

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ACCESS CONTROL PANEL **

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ACP

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PS

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POWER SUPPLY (24V DC.) *

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** - PROVIDED BY OWNER

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ADA PUSH BUTTON *

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ADA

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ADA MOTORIZED OPERATOR *

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ADAM

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DUAL ADA PUSH BUTTON *

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DADA

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MODEL/PART NUMBER

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MANUFACTURER

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DESCRIPTION

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MARK

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REMARKS

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REMARKS:

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PROXIMITY CARD READER/MULLION MOUNT PROXIMITY CARD READER

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RP40 (9220PHRNEG00004)/RP15

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HID

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CR

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ACCESS CONTROL PANEL

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GALAXY

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ACP

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635PACK6PS

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DOOR POWER SUPPLY

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CRPS2BB

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CAL-ROYAL

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PS

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POWER SUPPLY FOR ACCESS CONTROL PANEL (24V. OUTPUTS)

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ALTRONIX

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PPS1

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AL1024ULXPD16

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POWER SUPPLY FOR ACCESS CONTROL PANEL (12V. OUTPUTS)

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ALTRONIX

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PPS2

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AL1012ULXPD8

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1 - PROVIDED BY OWNER.

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1

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1

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1

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1

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4

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2 - PROVIDED BY E/C.

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DOOR HARDWARE SPECIFICATIONS FOR FURTHER WIRING/POWER REQUIREMENTS.

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VIC

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.

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NA

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AIPHONE

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VIDEO INTERCOM STATION

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1

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NA

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PELCO

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SECURITY CAMERA

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1

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LEGEND:

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PROXIMITY CARD READER (ORANGE) 18GA./6 COND. TWISTED OVERALL SHIELD, RISER RATED CABLE.

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1C

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MAGNETIC SWITCH (WHITE) 18GA./2 COND. TWISTED OVERALL SHIELD, RISER RATED CABLE.

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2C

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ELECTRIC LOCK (GRAY) 16GA./4 COND. TWISTED OVERALL SHIELD, RISER RATED CABLE.

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3C

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REQUEST TO EXIT (BLUE) 18GA./4 COND. TWISTED OVERALL SHIELD, RISER RATED CABLE.

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4C

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ELECTRIC LOCK FROM PS TO PUSHBAR 18GA./4 COND. TWISTED OVERALL SHIELD, RISER RATED CABLE.

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5C

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POWER TRANSFER HINGE

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(BY DOOR HARDWARE

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SUPPLIER)

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JB

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5C

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1C

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ROUTE CABLE TO ACCESS CONTROL PANEL IN TELECOM ROOM T1

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NOTE: VERIFY WIRING REQUIREMENTS WITH DOOR HARDWARE SUPPLIER.

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PS

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3C

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120V. REFER TO

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PLAN FOR SOURCES

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5C

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2C

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3C

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4C

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2C

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ELECTRIC LOCK

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(BY DOOR HARDWARE SUPPLIER)

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(BY DOOR HARDWARE

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DOOR POSITION SWITCH

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SUPPLIER)

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CR

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1C

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1/2" CONDUIT

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E/C TO PROVIDE

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E/C TO PROVIDE 2x4 JUNCTION BOX VERTICALLY INSTALLED FOR CARD READER 48" AFF TO THE TOP ON THE OUTSIDE OF THE PROTECTED AREA, COORDINATE BOX SIZE IN MULLION SITUATIONS WITH ACCESS CONTROL PROVIDER.

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E/C TO PROVIDE 4x4 JUNCTION BOX WITH SINGLE GANG RING HORIZONTALLY INSTALLED CENTER OF THE OPENING ABOVE DOOR AND ABOVE CEILING. PROVIDE STAINLESS STEEL COVERPLATE OR STANDARD 4X4 BOX WITH COVER ABOVE CEILING.

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REX

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4C

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3/4" CONDUIT TO

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FRAME

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E/C TO PROVIDE

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(BY DOOR HARDWARE

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REQUEST TO EXIT DEVICE

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SUPPLIER)

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NOTE: CONTRACTOR SHALL PROVIDE A RELAY CABLE FROM THE ACCESS CONTROL PANEL TO THE FIRE ALARM SYSTEM. IN THE EVENT OF A FIRE ALARM, ALL DOORS SHALL BE RELEASED. IN THE EVENT OF POWER LOSS ELECTRIC LOCKS SHALL BE PROGRAMMED TO BE FAIL-SAFE.

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1C

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ACCESS CONTROL CABLE

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658AFJ

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BELDEN

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5C

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6302FE

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BELDEN

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2C

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3C

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4C

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ACCESS CONTROL CABLE 18 GA 4 COND STRANDED/SHIELDED

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6C

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ACCESS CONTROL CABLE 18 GA 2 COND STRANDED/SHIELDED

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6300FE

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BELDEN

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2, 3

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2, 3

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2, 3

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3 - CABLES SHALL BE ORANGE IN COLOR AND PLENUM RATED.

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ROOF

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12x12x6

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NEMA 3R JB

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#6 BONDING CONDUCTOR

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TO MAIN ELECTRICAL

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2" MAST WITH

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LONG SWEEP

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24"

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PROVIDE UNISTRUT TO

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SUPPORT CONDUIT TO

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STRUCTURE

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SERVICE IN 3/4"C.

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GOOSENECK

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38

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ORTRONICS

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OR-MM6HMF2RU

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T/C

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T/C

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HORIZONTAL WIRE MANAGEMENT PANEL (2 RU)

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1

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AIC

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NA

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AIPHONE

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AUDIO INTERCOM STATION

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1

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ORTRONICS

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OR-MMW192420P-B

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T/C

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T/C

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MIGHTY MO 19RU WALL MOUNTED RACK

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39

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1

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1

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1

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1

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15

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SUPERIOR ESSEX

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12

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BLACK

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T/C

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T/C

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12 STRAND SM OSP FIBER CABLE

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110122T01

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0.41"

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T/C

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T/C

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4 - PROVIDED BY OTHERS.

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POWER TRANSFER HINGE

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(BY DOOR HARDWARE

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SUPPLIER)

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E/C TO PROVIDE 2x4 JUNCTION BOX VERTICALLY INSTALLED FOR ADA PUSH BUTTON READER 48" AFF TO THE TOP

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LATCH RETRACTION

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(BY DOOR HARDWARE

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SUPPLIER)

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PUSHBAR

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DADA

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JB

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6C

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6C

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5C

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DOOR BEAM

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E/C TO DRILL THROUGH

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DOOR BEAM TO FRAME

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1/2" CONDUIT

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E/C TO PROVIDE

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3/4" CONDUIT TO

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FRAME

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E/C TO PROVIDE

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ROUTE CABLE TO ACCESS CONTROL PANEL

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FRAMED WALL

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AREA

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ADAM

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E/C TO PROVIDE 2x4 JUNCTION BOX VERTICALLY INSTALLED FOR ADA PUSH BUTTON READER 48" AFF TO THE TOP

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ADA

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6C

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1/2" CONDUIT

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E/C TO PROVIDE

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6C

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(2)

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120V.

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NOTE: VERIFY WIRING REQUIREMENTS WITH DOOR HARDWARE SUPPLIER.

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REX

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6C

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1/2" CONDUIT

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E/C TO PROVIDE

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PS

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6C

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120V. REFER TO

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PLAN FOR SOURCES

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E/C TO PROVIDE 4x4 JUNCTION BOX WITH SINGLE GANG RING HORIZONTALLY INSTALLED CENTER OF THE OPENING ABOVE DOOR AND BELOW CEILING. PROVIDE STAINLESS STEEL COVERPLATE.

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(2)

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ADA

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ADA

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ADAM

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ADAM

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DADA

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DOOR 2

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DOOR 1

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18/4

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18/4

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18/2

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18/2

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18/2

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18/2

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TO ACCESS

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CONTROL

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PANEL

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5C

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(2)

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40

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CIRCA

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1880ECA1-100

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T/C

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BUILDING ENTRANCE TERMINAL

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CHATSWORTH

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11840-724

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CUBE-IT WALL MOUTNED RACK

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8 - GROUND BUILDING ENTRANCE TERMINAL.

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9 - RACK MUST BE FULLY ENCLOSED AND LOCKABLE. PROVIDE WITH EXTRA MOUNTING RAILS (MODEL #12787-548) AND FAN KIT (MODEL #11755-003).

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100 PAIR OSP COPPER CABLE

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100

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22-104-83

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SUPERIOR ESSEX

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0.88"

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1 TELECOM1/2"=1'-0"ELEVATION

ROOM T1A2 TELECOM1/2"=1'-0"

ELEVATIONROOM T2A


ROOM T2B4 TELECOM1/2"=1'-0"

ELEVATIONROOM T2C


ROOM T1(MAINTENANCE)

6 (ROOMS 174 & 176)NO SCALEEQUIPMENT ELEVATION

VAULT SIDE 7 NO SCALEEQUIPMENT ELEVATION

VAULT SIDE (ROOM 177) 8 1/2"=1'-0"ELEVATION

SIPRNETROOM 276

3639 SW Summerfield Drive, Suite A

Telephone: (785) 233-3232






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SHEET CONTENTS:

PROJECT NUMBER:

SHEET NUMBER:

DATE:

REVISED DATE:

35TH

ID N

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April 23, 2018


T403

TELECOM DETAILS ANDSCHEDULES


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12" LADDER RACK SUPPORTED

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TO WALL AND RACK (TYP.) BY T/C

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PROVIDE AIR BLANKING PANEL,

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ORTRONICS MODEL #BFPT-2RU-10

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TO FILL ENTIRE RACK (TYP.)

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4"x18" WIRE BASKET BY E/C. MOUNT AT 8'-0" AFF

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(3)

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(2)

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VACANT

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WIREWAY

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JUNCTION

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BOX

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FINISHED CEILING

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FINISHED FLOOR

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AC POWER

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1/2" EMT CONDUIT BY E/C

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1" EMT CONDUIT BY E/C

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SECURITY PANEL BY OTHERS

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BACKBOX BY E/C FOR BMS BY OTHERS

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BACKBOX BY E/C FOR SEISMIC DETECTOR BY OTHERS

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BACKBOX BY E/C FOR MOTION DETECTOR BY OTHERS

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WIREWAY

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JUNCTION

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BOX

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SECURITY PANEL BY OTHERS

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BACKBOX BY E/C FOR BMS BY OTHERS

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BACKBOX BY E/C FOR MOTION DETECTOR BY OTHERS

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1" EMT CONDUIT TO SECURITY PANEL IN ARMS VAULT (ROOM 176)

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HOFFMAN WIREWAY, MODEL #F44T124GVP WITH CLOSURE PLATES ON EACH END, HOFFMAN MODEL #F44GCP

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HOFFMAN WIREWAY, MODEL #F44T124GVP WITH CLOSURE PLATES ON EACH END, HOFFMAN MODEL #F44GCP

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1. COORDINATION EXACT CONDUIT REQUIREMENTS WITH JAY COORDINATION EXACT CONDUIT REQUIREMENTS WITH JAY RECTOR. CONTACT INFORMATION: OFFICE NUMBER: 785-274-1146 EMAIL: [email protected]

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VACANT

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TERMINATE 12-STRAND SM FIBER CABLE FROM TELECOM ROOM T2B. VERIFY EXACT LOCATION WITH OWNER.

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VACANT SPACE FOR OWNER PROVIDED EQUIPMENT

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FIELD VERIFY EXACT HEIGHT AND LOCATION WITH OWNER

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GROUND RACK TO TGB IN TELECOM ROOM T2B

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