PROJECT NO. 200101 35 TH ID NATIONAL GUARD …...PROJECT NO. 200101 35TH ID NATIONAL GUARD READINESS...
Transcript of 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.
PROJECT NO. 200101 35TH ID NATIONAL GUARD READINESS CENTER
FT. LEAVENWORTH, KS
Amendment No. 2 AD2 - 2
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
PROJECT NO. 200101 35TH ID NATIONAL GUARD READINESS CENTER
FT. LEAVENWORTH, KS
Amendment No. 2 AD2 - 3
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:
PROJECT NO. 200101 35TH ID NATIONAL GUARD READINESS CENTER
FT. LEAVENWORTH, KS
Amendment No. 2 AD2 - 4
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.
PROJECT NO. 200101 35TH ID NATIONAL GUARD READINESS CENTER
FT. LEAVENWORTH, KS
Amendment No. 2 AD2 - 5
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.
PROJECT NO. 200101 35TH ID NATIONAL GUARD READINESS CENTER
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.
PROJECT NO. 200101 35TH ID NATIONAL GUARD READINESS CENTER
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
MIDDLE
SPONSOR INFORMATION
SPONSOR CERTIFICATION: I cer tify that the applicant meets the justification requirements above for access pr ivileges. Fur ther -
more, I certify that the applicant requires an access control credential as indicated above in order to visit, perform assigned duties or conduct
official business on Fort Leavenworth.
_______________________________________________ __________________________________________
Sponsor Signature / Date Printed Name and Telephone Number
(Invalid if incomplete) (Invalid if incomplete)
APPROVED____ DISAPPROVED____
______________________________ ______________________________________________
Issuing Official Printed Name Issuing Official Signature / Date
LOCAL ACCESS CREDENTIAL (LAC) APPLICATION DIRECTORATE OF EMERGENCY SERVICES (DES)
FORT LEAVENWORTH, KS
(Please Print Legibly)
LAST NAME FIRST NAME MIDDLE
Date of Birth (DD/MM/YY)
APPLICANT INFORMATION
SS # DL # DL State
ADDRESS STATE ZIP
PLACE OF BIRTH
PHONE
GENDER
FLK VCC Form-01 Rev 3/2016
PURPOSE INFORMATION
PURPOSE
VISIT DURATION FROM ____/____/____ TO ____/____/____ CONTRACT EXPIRATION DATE ____/____/____
CRIMINAL HISTORY
Have you ever been ARRESTED, CONVICTED,
sent through DIVERSION, etc for any offense
other than parking/moving violations?
YES NO
If yes, please explain:
____________________________________________________________
____________________________________________________________
____________________________________________________________
DATA REQUIRED BY THE PRIVACY ACT OF 1974 (5 U.S.C. 552a)
AUTHORITY: 10 U.S.C. Section 3012
PRINCIPLE PURPOSE(S): To provide the name, SSN, home address and telephone number to Fort Leavenworth security personnel who
have the need to know in the performance of their official duties.
ROUTINE USES: To Federal, State, and local activities for use in security background checks.
DISCLOSURE: Mandatory. If not provided, the individual would not be approved for a LAC or pass.
FOR OFFICE USE ONLY
NCIC-III (Y/N) WANTS/WARRANTS (Y/N) BAR LIST (Y/N) KANSAS HOT FILES (Y/N)
OPERATOR INITIALS
CITY
EMAIL EMPLOYER
LAST NAME FIRST NAME
ORGANIZATION / UNIT
REC’D
NOTIFIED
ISSUED
LAC ELLIGIBILITY: This application must be endorsed by an individual approved as a sponsor for Fort Leavenworth. The applicant must demonstra te the need for a valid, recurring need to access Fort Leavenworth. For the purposes of this document, recurring is defined as at least 1 day per week. LACs will not be issued for a duration less than 90 days. THE ORIGINAL OF THIS COMPLETED FORM MUST BE SUBMITTED BY THE SPONSOR. NOTE: All fields must be filled in completely. The sponsor will be notified when the application has been approved. The applicant will have 30 days after notification to receive the ID. After 30 days the process must be restarted.
(Completed by Applicant)
(Completed by Applicant)
(Completed by Sponsor)
(Completed by Sponsor)
CAC ID # EXPIRATON ____/____/____
TYPE OF ACCESS (you may select more than one)
DUTY DAY (M-F 0500 -1800) WEEKENDS (S-S 0500-1800) FULL ACCESS (24/7)
DESTINATION/ CONTRACT #
NOTES:
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
Innovation in Design: Specific Title
Innovation in Design: Specific Title
Innovation in Design: Specific Title
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
NOTES:1. REFERENCE 9/S511 FOR DECK ATTACHMENT.
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
NOTES:1. REFERENCE 9/S511 FOR DECK ATTACHMENT.
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
NOTES:1. REFERENCE 9/S511 FOR DECK ATTACHMENT.
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
ORIGINAL CONTRACT DOCUMENTS
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"8CANOPY PARTIAL PLAN
1/4" = 1'-0"12CANOPY PARTIAL PLAN
1/4" = 1'-0"9CANOPY 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
AND ASSOCIATES, INC.© COPYRIGHT WALTER P. MOORE
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
AND ASSOCIATES, INC.© COPYRIGHT WALTER P. MOORE
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
AND ASSOCIATES, INC.© COPYRIGHT WALTER P. MOORE
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.
AND ASSOCIATES, INC.© COPYRIGHT WALTER P. MOORE
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
AND ASSOCIATES, INC.© COPYRIGHT WALTER P. MOORE
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
STEEL COLUMN, BASE PLATE,AND ANCHOR RODS, REFER TOTYPICAL BASE PLATE DETAIL
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
AND ASSOCIATES, INC.© COPYRIGHT WALTER P. MOORE
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
AND ASSOCIATES, INC.© COPYRIGHT WALTER P. MOORE
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"
AND ASSOCIATES, INC.© COPYRIGHT WALTER P. MOORE
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
AND ASSOCIATES, INC.© COPYRIGHT WALTER P. MOORE
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
STEEL COLUMN, BASE PLATE,AND ANCHOR RODS, REFER TOTYPICAL BASE PLATE DETAIL
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
AND ASSOCIATES, INC.© COPYRIGHT WALTER P. MOORE
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
ORIGINAL CONTRACT DOCUMENTS
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.
AND ASSOCIATES, INC.© COPYRIGHT WALTER P. MOORE
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"
AND ASSOCIATES, INC.© COPYRIGHT WALTER P. MOORE
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
AND ASSOCIATES, INC.© COPYRIGHT WALTER P. MOORE
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
AND ASSOCIATES, INC.© COPYRIGHT WALTER P. MOORE
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
CMU WALL, REFER TOARCHITECTURAL DRAWINGSFOR SIZE AND COURSING
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
AND ASSOCIATES, INC.© COPYRIGHT WALTER P. MOORE
2012
04200-CN-NCMU-12
1"
MIN
IMU
M
L (MINIMUM = NOMINALWALL THICKNESS +1'-0"
CMU WALL, REFER TOARCHITECTURAL DRAWINGSFOR SIZE AND COURSING
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
GROUTED CELLS PERTYPICAL WALLREINFORCEMENT
CORNER INTERSECTION TEE INTERSECTION
WING WALL
REINFORCE AND GROUTCELLS SOLID AT WINGWALL REGARDLESS OFTYPICAL WALLREINFORCEMENT
GROUTED CELLS PERTYPICAL WALLREINFORCEMENT
NOTE 2
NOTES:1. THIS DETAIL ONLY APPLIES WHEN MASONRY OCCURS ON ONE SIDE.
AND ASSOCIATES, INC.© COPYRIGHT WALTER P. MOORE
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
AND ASSOCIATES, INC.© COPYRIGHT WALTER P. MOORE
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
AND ASSOCIATES, INC.© COPYRIGHT WALTER P. MOORE
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
CMU WALL, REFER TOARCHITECTURAL DRAWINGSFOR SIZE AND COURSING
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)
AND ASSOCIATES, INC.© COPYRIGHT WALTER P. MOORE
2012
04200-CN-NCMU-11
3/16 2
3/16 2TYP
1/8
1/8
TOP OF FLOOR SLABOR SLAB ASSEMBLY
STEEL JOIST
CMU WALL, REFER TOARCHITECTURAL DRAWINGSFOR SIZE AND COURSING
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)
AND ASSOCIATES, INC.© COPYRIGHT WALTER P. MOORE
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
ORIGINAL CONTRACT DOCUMENTS
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
TYPICAL INTERIOR NON-LOADBEARINGCMU WALL TOP CONNECTION
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
TYPICAL INTERIOR NON-LOADBEARINGCMU WALL TOP CONNECTION
NO SCALE15
TYPICAL INTERIOR NON-LOADBEARINGCMU WALL TOP CONNECTION
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
GUSSET PERSUPPLIER,EXTEND TOLAST ANCHORROD, MIN
6" 8" 8" 6" 6"
1'-4 1/2" 1'-10 1/2"
5 1
/2"
5 1
/2"
3"
3"
BP-9
GUSSET PERSUPPLIER,EXTEND TOLAST ANCHORROD, MIN
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".
AND ASSOCIATES, INC.© COPYRIGHT WALTER P. MOORE
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
ORIGINAL CONTRACT DOCUMENTS
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
ORIGINAL CONTRACT DOCUMENTS
T401
TELECOM DETAILS
ADDENDUM #2 08-17-18
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
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
ORIGINAL CONTRACT DOCUMENTS
T402
TELECOM DETAILS ANDSCHEDULES
ADDENDUM #2 08-17-18
1 TELECOM1/2"=1'-0"ELEVATION
ROOM T1A2 TELECOM1/2"=1'-0"
ELEVATIONROOM T2A
3 TELECOM1/2"=1'-0"ELEVATION
ROOM T2B4 TELECOM1/2"=1'-0"
ELEVATIONROOM T2C
5 TELECOM1/2"=1'-0"ELEVATION
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
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
ORIGINAL CONTRACT DOCUMENTS
T403
TELECOM DETAILS ANDSCHEDULES
ADDENDUM #2 08-17-18