PROJECT NO. 200101 35 TH ID NATIONAL GUARD READINESS CENTER FT. LEAVENWORTH, KS Amendment No. 2 AD2 - 1 35 TH 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.
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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.
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.
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)
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.
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.
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.
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
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
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
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
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"
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.
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
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
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
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.
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.
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
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
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".
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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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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BLANK
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DATA
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DATA
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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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INDICATES MULTIMODE FIBER
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INDICATES SINGLEMODE FIBER
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RG-11
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RG-11
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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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TERMINATE (1) 50 PAIR
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CABLE ON PATCH PANEL,
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PORT. TERMINATE RG-11
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TERMINATE (1) 50 PAIR
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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-STRAND MM ISP
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FUSION SPLICE 48 SM PIGTAILS
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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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TERMINATE 25-PAIR COPPER CABLE ON BUILDING ENTRANCE TERMINAL AND THEN ON 110 BLOCKS.
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TERMINATE 25-PAIR COPPER CABLE ON BUILDING ENTRANCE TERMINAL AND THEN ON 110 BLOCKS.
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TO BACKBONE CABLE
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FUSION SPLICE 12 SM PIGTAILS
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TO BACKBONE CABLE
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FUSION SPLICE 24 SM PIGTAILS
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TO BACKBONE CABLE
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FUSION SPLICE 12 SM PIGTAILS
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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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FUSION SPLICE 12 SM PIGTAILS
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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
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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T/C
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BUILDING ENTRANCE TERMINAL
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CHATSWORTH
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11840-724
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T/C
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T/C
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CUBE-IT WALL MOUTNED RACK
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41
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8 - GROUND BUILDING ENTRANCE TERMINAL.
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9
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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).