W912QR20R0044-0004.pdf

CIVIL/OPS/ENVIRONMENTAL BR

ATTN: STEPHEN D RAMSEY

600 DR M L KING JR PL RM 821

LOUISVILLE KY 40202-2236

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

Solicitation W912QR20R0044 for the Construction of Administrative Facility located at Joint Base Andrew s, MD is hereby amended as follow s:

SEE SUMMARY OF CHANGES

1. CONTRACT ID CODE PAGE OF PAGES

1 7

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912QR20R0044

X 9B. DATED (SEE ITEM 11)

23-Jun-2020

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO.

5. PROJECT NO.(If applicable)

6. ISSUED BY

3.EFFECTIVE DATE

17-Aug-2020

CODE

U. S. ARMY ENGINEER DISTRICT, LOUISVILLE

600 DR. MARTIN LUTHER KING, JR. PLACE

ROOM 821

LOUISVILLE KY 40202-2239

W912QR 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE 964860

FACILITY CODECODE

EMAIL:TEL:

W912QR20R0044-0004

W912QR20R0044

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been modified:

SUMMARY OF CHANGES

SUMMARY OF CHANGES

Construction of Administrative Facility Joint Base Andrews, MD

W912QR20R0044

Amendment No. 0004

A. The following PLAN SHEETS have been revised and replaced in their entirety:

S-001 GENERAL STRUCTURAL NOTES

B. FAR Provision 52.204-26 is deleted, and Provision 52.204-24 and Clause 52.205-25 are hereby incorporated.

- END OF SUMMARY OF CHANGES -

SECTION 00 45 00 - REPRESENTATIONS AND CERTIFICATIONS

The following have been added by full text:

52.204-24 REPRESENTATION REGARDING CERTAIN TELECOMMUNICATIONS AND VIDEO

SURVEILLANCE SERVICES OR EQUIPMENT (AUG 2020)

The Offeror shall not complete the representation at paragraph (d)(1) of this provision if the Offeror has represented that it "does not provide covered telecommunications equipment or services as a part of its offered products or services to the Government in the performance of any contract, subcontract, or other contractual instrument" in the provision at 52.204-26, Covered Telecommunications Equipment or Services--Representation, or in paragraph (v) of the provision at 52.212-3, Offeror Representations and Certifications-Commercial Items.

(a) Definitions. As used in this provision-

Backhaul, covered telecommunications equipment or services, critical technology, interconnection arrangements, reasonable inquiry, roaming, and substantial or essential component have the meanings provided in the clause 52.204-25, Prohibition on Contracting for Certain Telecommunications and Video Surveillance Services or Equipment.

(b) Prohibition.

(1) Section 889(a)(1)(A) of the John S. McCain National Defense Authorization Act for Fiscal Year 2019 (Pub. L.

115-232) prohibits the head of an executive agency on or after August 13, 2019, from procuring or obtaining, or extending or renewing a contract to procure or obtain, any equipment, system, or service that uses covered telecommunications equipment or services as a substantial or essential component of any system, or as critical technology as part of any system. Nothing in the prohibition shall be construed to--

(i) Prohibit the head of an executive agency from procuring with an entity to provide a service that connects to the facilities of a third-party, such as backhaul, roaming, or interconnection arrangements; or

(ii) Cover telecommunications equipment that cannot route or redirect user data traffic or cannot permit visibility into any user data or packets that such equipment transmits or otherwise handles.

(2) Section 889(a)(1)(B) of the John S. McCain National Defense Authorization Act for Fiscal Year 2019 (Pub. L.

115-232) prohibits the head of an executive agency on or after August 13, 2020, from entering into a contract or extending or renewing a contract with an entity that uses any equipment, system, or service that uses covered telecommunications equipment or services as a substantial or essential component of any system, or as critical technology as part of any system. This prohibition applies to the use of covered telecommunications equipment or services, regardless of whether that use is in performance of work under a Federal contract. Nothing in the prohibition shall be construed to--

(i) Prohibit the head of an executive agency from procuring with an entity to provide a service that connects to the facilities of a third-party, such as backhaul, roaming, or interconnection arrangements; or

(ii) Cover telecommunications equipment that cannot route or redirect user data traffic or cannot permit visibility into any user data or packets that such equipment transmits or otherwise handles.

(c) Procedures. The Offeror shall review the list of excluded parties in the System for Award Management (SAM) (https://www.sam.gov) for entities excluded from receiving federal awards for "covered telecommunications equipment or services."

(d) Representations. The Offeror represents that--

(1) It [ ] will, [ ] will not provide covered telecommunications equipment or services to the Government in the performance of any contract, subcontract or other contractual instrument resulting from this solicitation. The Offeror shall provide the additional disclosure information required at paragraph (e)(1) of this section if the Offeror responds "will" in paragraph (d)(1) of this section; and

(2) After conducting a reasonable inquiry, for purposes of this representation, the Offeror represents that--

It [ ] does, [ ] does not use covered telecommunications equipment or services, or use any equipment, system, or service that uses covered telecommunications equipment or services. The Offeror shall provide the additional disclosure information required at paragraph (e)(2) of this section if the Offeror responds "does" in paragraph (d)(2) of this section.

(e) Disclosures.

(1) Disclosure for the representation in paragraph (d)(1) of this provision. If the Offeror has responded "will" in the representation in paragraph (d)(1) of this provision, the Offeror shall provide the following information as part of the offer:

(i) For covered equipment--

(A) The entity that produced the covered telecommunications equipment (include entity name, unique entity identifier, CAGE code, and whether the entity was the original equipment manufacturer (OEM) or a distributor, if known);

(B) A description of all covered telecommunications equipment offered (include brand; model number, such as OEM number, manufacturer part number, or wholesaler number; and item description, as applicable); and

(C) Explanation of the proposed use of covered telecommunications equipment and any factors relevant to determining if such use would be permissible under the prohibition in paragraph (b)(1) of this provision.

(ii) For covered services--

(A) If the service is related to item maintenance: A description of all covered telecommunications services offered (include on the item being maintained: Brand; model number, such as OEM number, manufacturer part number, or wholesaler number; and item description, as applicable); or

(B) If not associated with maintenance, the Product Service Code (PSC) of the service being provided; and explanation of the proposed use of covered telecommunications services and any factors relevant to determining if such use would be permissible under the prohibition in paragraph (b)(1) of this provision.

(2) Disclosure for the representation in paragraph (d)(2) of this provision. If the Offeror has responded "does" in the representation in paragraph (d)(2) of this provision, the Offeror shall provide the following information as part of the offer:

(i) For covered equipment--

(A) The entity that produced the covered telecommunications equipment (include entity name, unique entity identifier, CAGE code, and whether the entity was the OEM or a distributor, if known);

(B) A description of all covered telecommunications equipment offered (include brand; model number, such as OEM number, manufacturer part number, or wholesaler number; and item description, as applicable); and

(C) Explanation of the proposed use of covered telecommunications equipment and any factors relevant to determining if such use would be permissible under the prohibition in paragraph (b)(2) of this provision.

(ii) For covered services--

(A) If the service is related to item maintenance: A description of all covered telecommunications services offered (include on the item being maintained: Brand; model number, such as OEM number, manufacturer part number, or wholesaler number; and item description, as applicable); or

(B) If not associated with maintenance, the PSC of the service being provided; and explanation of the proposed use of covered telecommunications services and any factors relevant to determining if such use would be permissible under the prohibition in paragraph (b)(2) of this provision.

(End of provision)

SECTION 00 70 00 - CONDITIONS OF THE CONTRACT

The following have been added by full text:

52.204-25 PROHIBITION ON CONTRACTING FOR CERTAIN TELECOMMUNICATIONS AND VIDEO

SURVEILLANCE SERVICES OR EQUIPMENT (AUG 2020)

(a) Definitions. As used in this clause--

Backhaul means intermediate links between the core network, or backbone network, and the small subnetworks at the edge of the network (e.g., connecting cell phones/towers to the core telephone network). Backhaul can be wireless (e.g., microwave) or wired (e.g., fiber optic, coaxial cable, Ethernet).

Covered foreign country means The People's Republic of China.

Covered telecommunications equipment or services means--

(1) Telecommunications equipment produced by Huawei Technologies Company or ZTE Corporation (or any subsidiary or affiliate of such entities);

(2) For the purpose of public safety, security of Government facilities, physical security surveillance of critical infrastructure, and other national security purposes, video surveillance and telecommunications equipment produced by Hytera Communications Corporation, Hangzhou Hikvision Digital Technology Company, or Dahua Technology Company (or any subsidiary or affiliate of such entities);

(3) Telecommunications or video surveillance services provided by such entities or using such equipment; or

(4) Telecommunications or video surveillance equipment or services produced or provided by an entity that the Secretary of Defense, in consultation with the Director of National Intelligence or the Director of the Federal Bureau of Investigation, reasonably believes to be an entity owned or controlled by, or otherwise connected to, the government of a covered foreign country.

Critical technology means--

(1) Defense articles or defense services included on the United States Munitions List set forth in the International Traffic in Arms Regulations under subchapter M of chapter I of title 22, Code of Federal Regulations;

(2) Items included on the Commerce Control List set forth in Supplement No. 1 to part 774 of the Export Administration Regulations under subchapter C of chapter VII of title 15, Code of Federal Regulations, and controlled--

(i) Pursuant to multilateral regimes, including for reasons relating to national security, chemical and biological weapons proliferation, nuclear nonproliferation, or missile technology; or

(ii) For reasons relating to regional stability or surreptitious listening;

(3) Specially designed and prepared nuclear equipment, parts and components, materials, software, and technology covered by part 810 of title 10, Code of Federal Regulations (relating to assistance to foreign atomic energy activities);

(4) Nuclear facilities, equipment, and material covered by part 110 of title 10, Code of Federal Regulations (relating to export and import of nuclear equipment and material);

(5) Select agents and toxins covered by part 331 of title 7, Code of Federal Regulations, part 121 of title 9 of such Code, or part 73 of title 42 of such Code; or

(6) Emerging and foundational technologies controlled pursuant to section 1758 of the Export Control Reform Act of 2018 (50 U.S.C. 4817).

Interconnection arrangements means arrangements governing the physical connection of two or more networks to allow the use of another's network to hand off traffic where it is ultimately delivered (e.g., connection of a customer of telephone provider A to a customer of telephone company B) or sharing data and other information resources.

Reasonable inquiry means an inquiry designed to uncover any information in the entity's possession about the identity of the producer or provider of covered telecommunications equipment or services used by the entity that excludes the need to include an internal or third-party audit.

Roaming means cellular communications services (e.g., voice, video, data) received from a visited network when unable to connect to the facilities of the home network either because signal coverage is too weak or because traffic is too high.

Substantial or essential component means any component necessary for the proper function or performance of a piece of equipment, system, or service.

(b) Prohibition.

(1) Section 889(a)(1)(A) of the John S. McCain National Defense Authorization Act for Fiscal Year 2019 (Pub. L.

115-232) prohibits the head of an executive agency on or after August 13, 2019, from procuring or obtaining, or extending or renewing a contract to procure or obtain, any equipment, system, or service that uses covered telecommunications equipment or services as a substantial or essential component of any system, or as critical technology as part of any system. The Contractor is prohibited from providing to the Government any equipment, system, or service that uses covered telecommunications equipment or services as a substantial or essential component of any system, or as critical technology as part of any system, unless an exception at paragraph (c) of this clause applies or the covered telecommunication equipment or services are covered by a waiver described in FAR 4.2104.

(2) Section 889(a)(1)(B) of the John S. McCain National Defense Authorization Act for Fiscal Year 2019 (Pub. L.

115-232) prohibits the head of an executive agency on or after August 13, 2020, from entering into a contract, or extending or renewing a contract, with an entity that uses any equipment, system, or service that uses covered telecommunications equipment or services as a substantial or essential component of any system, or as critical technology as part of any system, unless an exception at paragraph (c) of this clause applies or the covered telecommunication equipment or services are covered by a waiver described in FAR 4.2104. This prohibition applies to the use of covered telecommunications equipment or services, regardless of whether that use is in performance of work under a Federal contract.

(c) Exceptions. This clause does not prohibit contractors from providing--

(1) A service that connects to the facilities of a third-party, such as backhaul, roaming, or interconnection arrangements; or

(2) Telecommunications equipment that cannot route or redirect user data traffic or permit visibility into any user data or packets that such equipment transmits or otherwise handles.

(d) Reporting requirement.

(1) In the event the Contractor identifies covered telecommunications equipment or services used as a substantial or essential component of any system, or as critical technology as part of any system, during contract performance, or the Contractor is notified of such by a subcontractor at any tier or by any other source, the Contractor shall report the information in paragraph (d)(2) of this clause to the Contracting Officer, unless elsewhere in this contract are established procedures for reporting the information; in the case of the Department of Defense, the Contractor shall report to the website at https://dibnet.dod.mil. For indefinite delivery contracts, the Contractor shall report to the Contracting Officer for the indefinite delivery contract and the Contracting Officer(s) for any affected order or, in the case of the Department of Defense, identify both the indefinite delivery contract and any affected orders in the report provided at https://dibnet.dod.mil.

(2) The Contractor shall report the following information pursuant to paragraph (d)(1) of this clause:

(i) Within one business day from the date of such identification or notification: The contract number; the order number(s), if applicable; supplier name; supplier unique entity identifier (if known); supplier Commercial and Government Entity (CAGE) code (if known); brand; model number (original equipment manufacturer number, manufacturer part number, or wholesaler number); item description; and any readily available information about mitigation actions undertaken or recommended.

(ii) Within 10 business days of submitting the information in paragraph (d)(2)(i) of this clause: Any further available information about mitigation actions undertaken or recommended. In addition, the Contractor shall describe the efforts it undertook to prevent use or submission of covered telecommunications equipment or services, and any additional efforts that will be incorporated to prevent future use or submission of covered telecommunications equipment or services.

(e) Subcontracts. The Contractor shall insert the substance of this clause, including this paragraph (e) and excluding paragraph (b)(2), in all subcontracts and other contractual instruments, including subcontracts for the acquisition of commercial items.

(End of clause)

The following have been deleted:

52.204-26 Covered Telecommunications Equipment or Services--

Representation.

DEC 2019

(End of Summary of Changes)

GENERAL NOTES

1. GENERAL NOTES SHALL APPLY UNLESS NOTED OTHERWISE IN THE CONTRACT

DOCUMENTS, INCLUDING PLANS, DETAILS, OR SPECIFICATIONS. USE TYPICAL

DETAILS WHERE APPLICABLE. SEE SPECIFICATIONS FOR ADDITIONAL

REQUIREMENTS.

2. USE THE STRUCTURAL DRAWINGS IN CONJUNCTION WITH ALL OTHER DISCIPLINES.

COORDINATE THE WORK OF OTHER TRADES INCLUDING, BUT NOT LIMITED TO, THE

REQUIREMENTS FOR SLEEVES, INSERTS, HOLES, HANGERS, AND ANCHORS.

3. DO NOT SCALE THE DRAWINGS.

4. VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO CONSTRUCTION. REPORT

DISCREPANCIES IN DIMENSIONS BETWEEN DIFFERENT DRAWINGS TO THE

CONTRACTING OFFICER PRIOR TO BEGINNING WORK IN AREAS THAT WILL BE

AFFECTED.

5. DURING THE BIDDING PHASE, THE CONTRACTOR SHALL SUBMIT A REQUEST FOR

INTERPRETATIONS OF CONFLICTS OR DISCREPANCIES. IF NO REQUEST IS MADE,

ALL PROVISIONS WILL BE ASSUMED TO BE INCLUDED IN THE BID. THE CONTRACTING

OFFICER SHALL DETERMINE WHICH PROVISION GOVERNS AND THE CONTRACTOR

SHALL PERFORM THE WORK AT NO ADDITIONAL COST TO THE GOVERNMENT.

6. NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCIES ON THE STRUCTURAL

DRAWINGS OR BETWEEN THE STRUCTURAL DRAWINGS AND OTHER DRAWINGS

(ARCHITECTURAL, CIVIL, MECHANICAL, ELECTRICAL, PLUMBING, ETC.) PRIOR TO

PROCEEDING WITH CONSTRUCTION.

7. DETAILS NOT SPECIFICALLY INDICATED SHALL BE SIMILAR TO DETAILS SHOWN FOR

SIMILAR CONDITIONS.

8. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE SAFETY OF PERSONS

AND PROPERTY DURING CONSTRUCTION.

9. SLABS ON GRADE ARE DESIGNED PER THE DESIGN CRITERIA LISTED ON THE

DRAWINGS. THE CONTRACTOR SHALL PROVIDE SIGNED AND STAMPED

CALCULATIONS FOR LOADS THAT OCCUR DURING CONSTRUCTION EXCEEDING THOSE

LISTED ON THE DRAWINGS. THE CONTRACTOR SHALL SUBMIT SIGNED AND STAMPED

CALCULATIONS FOR CONSTRUCTION LOADS PRIOR TO COMMENCEMENT OF WORK.

10. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MEANS AND METHODS TO

CONSTRUCT THE STRUCTURE, INCLUDING, BUT NOT LIMITED TO, VERIFICATION OF

LOAD CAPACITY OF THE STRUCTURE, NEW OR EXISTING, TO SUPPORT CONSTRUCTION

ACTIVITIES, EQUIPMENT, ETC. AND LIMITING THE AMOUNT OF CONSTRUCTION LOAD

IMPOSED ON THE STRUCTURAL FRAMING. CONSTRUCTION LOADS SHALL NOT EXCEED

THE DESIGN CAPACITY OF THE FRAMING AT THE TIME THE LOADS ARE IMPOSED.

DAMAGE TO THE STRUCTURE CAUSED BY CONSTRUCTION ACTIVITIES SHALL BE

CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT.

TEMPORARY CONSTRUCTION MATERIAL SHALL REMAIN THE PROPERTY OF THE

CONTRACTOR AFTER COMPLETION OF THE PROJECT.

11. THE STRUCTURE IS DESIGNED ONLY TO FUNCTION AS A UNIT UPON COMPLETION OF

CONSTRUCTION. THE STRUCTURE IS DEPENDENT UPON DIAPHRAGM ACTION OF THE

ROOF DECK AND THE DIAPHRAGM ATTACHMENT TO THE FRAMES FOR STABILITY

AND RESISTANCE TO WIND FORCES. PROVIDE ALL BRACING REQUIRED TO PROPERLY

CONSTRUCT THE BUILDING UNTIL THE STRUCTURE IS COMPLETE AND CAPABLE OF

PROVIDING LATERAL STABILITY.

12. REPRODUCTION OF CONTRACT DRAWINGS SHALL NOT BE USED AS SHOP DRAWINGS.

SHOP DRAWINGS SHALL BE CHECKED, APPROVED, AND STAMPED BY THE

CONTRACTOR PRIOR TO SUBMISSION.

13. NON-STRUCTURAL ELEMENTS OF THE BUILDING (ARCHITECTURAL FINISHES, MASONRY

VENEER AND ASSOCIATED TIES, INSULATION, SHEATHING, DUCTWORK, PIPING, ETC.)

ARE TYPICALLY NOT SHOWN ON THE STRUCTURAL DRAWINGS. WHERE NON-

STRUCTURAL ELEMENTS ARE SHOWN ON THE STRUCTURAL DRAWINGS, THEY ARE

SHOWN FOR REFERENCE AND DESIGN INTENT ONLY. NON-STRUCTURAL ELEMENTS

SHALL BE CONSTRUCTED AS SHOWN ON THE OTHER DISCIPLINE DRAWINGS.

14. ELEVATIONS SHOWN ON STRUCTURAL DRAWINGS ARE IDEALIZED. ELEVATIONS ARE

BASED ON DECK THICKNESS AND SLOPES SHOWN ON DRAWINGS.

15. WALL OPENINGS AND TERMINATIONS SHOWN ON THE STRUCTURAL DRAWINGS ARE

FOR REFERENCE ONLY. WALL TERMINATIONS AND OPENING JAMBS, HEADS, AND SILLS

SHALL BE CONSTRUCTED PER THE ARCHITECTURAL DRAWINGS.

16. DO NOT PENETRATE STRUCTURAL MEMBERS WITH PIPES, CONDUIT, OR OTHER NON-

STRUCTURAL COMPONENTS UNLESS APPROVED BY THE CONTRACTING OFFICER OR

NOTED OTHERWISE.

17. USE MOST RECENT VERSION OF REFERENCED AMERICAN SOCIETY FOR TESTING AND

MATERIALS (ASTM) STANDARD UNLESS NOTED OTHERWISE IN THE REFERENCED

UFC, IBC, OR SPECIFICATIONS.

DESIGN CRITERIA

1. IN ACCORDANCE WITH IBC 2015 AND ASCE 7-10 AS MODIFIED BY UFC 1-200-01 AND

UFC 3-301-01.

2. DEAD LOADS: ACTUAL MATERIAL WEIGHTS PLUS ALLOWANCES.

3. LIVE LOADS

ROOF 20 PSF

FLOOR 100 PSF

MECH STORAGE 125 PSF

NOTE: LIVE LOAD REDUCTION WAS NOT USED FOR THE DESIGN OF THIS STRUCTURE

4. SNOW LOADS

GROUND SNOW LOAD Pg = 25 PSF IMPORTANCE FACTOR Is = 1.0 SNOW EXPOSURE FACTOR Ce = 0.9

THERMAL FACTOR

MAIN BUILDING Ct = 1.1 CANOPIES Ct = 1.2

ROOF SLOPE FACTOR Cs = 1.0 FLAT-ROOF SNOW LOAD (Pf = 0.7CeCtIsPg ≥ I Pg)

MAIN BUILDING Pf = 20 PSF CANOPIES Pf = 20 PSF

SLOPED-ROOF SNOW LOAD (Ps = CsPf) MAIN BUILDING Ps = 20 PSF CANOPIES Ps = 20 PSF

UNBALANCED SNOW SEE SHEET S-004

5. WIND LOADS

ULTIMATE WIND SPEED Vult = 115 MPH NOMINAL DESIGN WIND SPEED Vall = 89 MPH

RISK CATEGORY CATEGORY = II

WIND EXPOSURE CATEGORY CATEGORY = C

GUST EFFECT FACTOR FACTOR = 0.85

INTERNAL PRESSURE COEFFICIENTS

MAIN BUILDING GCpi = ± 0.18 CANOPIES GCpi = ± 0

WIND COMPONENTS AND CLADDING SEE SHEET S-004

6. SEISMIC LOADS

LOCATION PRINCE GEORGE,

MARYLAND

RISK CATEGORY CATEGORY= II

MAPPED SHORT PERIOD RESPONSE ACCELERATION Ss = 0.117g MAPPED 1 SECOND PERIOD RESPONSE ACCELERATION S1 = 0.050g

SITE CLASS CLASS = E

DESIGN SHORT PERIOD SPECTRAL RESPONSE COEF. Sds = 0.195 DESIGN 1 SECOND PERIOD SPECTRAL RESPONSE COEF. Sd1 = 0.117

SEISMIC DESIGN CATEGORY CATEGORY = B

BASIC SEISMIC-FORCE-RESISTING-SYSTEM:

STEEL SYSTEMS NOT SPECIFICALLY DETAILED FOR

SEISMIC RESISTANCE

RESPONSE MODIFICATION FACTOR R = 3.0

SEISMIC RESPONSE COEFFICIENT Cs = 0.065 DESIGN BASE SHEAR V = 55 kips

ANALYSIS PROCEDURE

EQUIVALENT LATERAL FORCE METHOD

7. ENVIRONMENTAL SEVERITY CLASSIFICATION C3

8. DIAPHRAGM DESIGN

ROOF FLEXIBLE

FOUNDATION NOTES

1. THE FOUNDATIONS ARE DESIGNED BASED ON RECOMMENDATIONS INCLUDED IN

THE GEOTECHNICAL INVESTIGATION REPORT PREPARED BY THE US ARMY CORPS

OF ENGINEERS, LOUISVILLE DISTRICT, DATED FEB 2020.

2. THE CONTRACTOR SHALL RETAIN A GEOTECHNICAL ENGINEER LICENSED IN THE

STATE OF MARYLAND TO PROVIDE OBSERVATION AND TESTING SERVICES DURING

THE GRADING AND FOUNDATION PHASE OF CONSTRUCTION PER THE EARTHWORK

SPECIFICATIONS. INSPECTING AND TESTING REPORTS SHALL BE SUBMITTED TO THE

GOVERNMENT FOR REVIEW.

3. ALL EXISTING GRADE BEAMS AND SHALLOW FOUNDATION SHALL BE REMOVED IN

THEIR ENTIRETY. THE UPPER 5 FEET OF SOIL DIRECTLY BELOW THE PLANNED

BUILDING AND EXTENDING 5 FEET BEYOND THE BUILDING EDGE SHALL BE REMOVED

AND REPLACED WITH CONTROLLED STRUCTURAL FILL PER 31 00 00.00 06

EARTHWORK SPECIFICATION. EXISTING DRILLED SHAFTS SHALL BE CUTOFF TO A

DEPTH OF 5 FEET BELOW THE FINISHED FLOOR ELEVATION IN A MANNER THAT DOES

NOT RESULT IN UNACCEPTABLE DISTURBANCE TO THE SURROUNDING SOILS PER

THE CONTRACTING OFFICER, UNLESS THE DISTURBED SOILS ARE RECOMPACTED

PER 31 00 00.00 06 EARTHWORK SPECIFICATION.

4. INTERIOR SLABS ON GRADE SHALL BE PLACED OVER A 15 MIL VAPOR BARRIER OVER

A 6" MINIMUM THICKNESS CAPILLARY BREAK AGGREGATE BLANKET.

5. DO NOT ALLOW AGGREGATE BLANKET BELOW FLOOR SLAB TO BECOME SATURATED

DURING CONSTRUCTION. PREVENT WATER INFILTRATION INTO SUBGRADE.

6. SURFACE RUNOFF SHALL BE DIRECTED AWAY FROM FOUNDATION EXCAVATIONS

AND IS NOT PERMITTED TO POND WITHIN THE BUILDING FOOTPRINT.

7. LOWER THE PERCHED GROUNDWATER BY AN ACCEPTABLE DEWATERING SYSTEM.

THE GROUNDWATER LEVEL SHALL BE MAINTAINED CONTINUOUSLY A MINIMUM OF

2'-0" BELOW THE EXCAVATION WHEN EXCAVATIONS APPROACH THE GROUND

WATER LEVEL.

8. PREPARE SUBGRADE FOR SLABS ON GRADE PER THE EARTHWORK

SPECIFICATIONS.

9. CONDUIT SHALL BE LOCATED BELOW THE BOTTOM OF SLABS ON GRADE UNO.

ENCASE UNDERSLAB CONDUIT WITH FLOWABLE FILL (LEAN CONCRETE) UP TO THE

BOTTOM OF SLAB ELEVATION.

10. COORDINATE UNDERGROUND UTILITIES PRIOR TO THE START OF FOUNDATION

EXCAVATIONS. COORDINATE WITH UTILITY COMPANIES FOR ANY SHUT-OFF

REQUIREMENTS OF ACTIVE LINES.

11. OPEN FOUNDATION EXCAVATIONS SHALL BE INSPECTED AND APPROVED BY THE

LICENSED GEOTECHNICAL ENGINEER RETAINED BY THE CONTRACTOR PRIOR TO

PLACING CONCRETE.

12. EARTH-FORMED FOOTINGS ARE NOT ALLOWED.

13. PLACE FOUNDATION CONCRETE ON THE SAME DAY OF THE FOUNDATION

EXCAVATIONS. LEAN CONCRETE (500 PSI) MUD MAT SHALL BE PLACED OVER THE

PREPARED BEARING MATERIALS IF EXCAVATION MUST REMAIN OPEN DURING

INCLEMENT WEATHER OR OVERNIGHT. PROTECT FOUNDATION EXCAVATIONS FROM

STANDING WATER AND COLLAPSE.

14. THE MINIMUM DEPTH TO THE BOTTOM OF EXTERIOR FOOTINGS SHALL BE 36 INCHES

BELOW FINISHED FLOOR.

15. DO NOT PLACE FOUNDATION CONCRETE ON FROZEN OR SATURATED SUBGRADE.

16. SEE ARCHITECTURAL AND CIVIL/SITE DRAWINGS FOR CONTOUR AND LAYOUT OF

SIDEWALKS AND PAVEMENT. SLOPE EXTERIOR CONCRETE AWAY FROM BUILDING

PER THE CIVIL/SITE DRAWINGS.

DRILLED SHAFT NOTES

1. ELEVATIONS NOTED ARE TO APPROXIMATE BOTTOM OF DRILLED SHAFT

FOUNDATIONS. DEPTHS ARE FOR BASE BID PURPOSES ONLY. ACTUAL DEPTH

BEARING MAY VARY BASED ON LOCAL SITE CONDITIONS.

2. FINAL BEARING ELEVATION SHALL BE ADJUSTED TO MEET THE FOLLOWING

CRITERIA:

A. STRATA AT BOTTOM OF DRILLED SHAFT SHALL HAVE A BEARING

CAPACITY OF 3,000 PSF. IF BEARING STRATA VARIES BY MORE THAN 2'-0"

FROM PLAN ELEVATION, NOTIFY CONTRACTING OFFICER PRIOR TO

PLACING CONCRETE.

B. DRILLED SHAFT DEPTHS SPECIFIED ON DRAWINGS S-102 AND S-103 ARE

FOR BIDDING PUROSES. DRILLED SHAFTS SHALL BE EXTENDED TO A

DEPTH REQUIRED TO ACHIEVE THE SPECIFIED BEARING CAPACITY.

BEARING CAPACITY SHALL BE VERIFIED BY THE CONTRACTORS

GEOTECHNICAL ENGINEER. IF REQUIRED DEPTH DEVIATES FROM THE

VALUES SPECIFIED ON DRAWINGS S-102 AND S-103 BY MORE THAN 30%

NOTIFY CONTRACTING OFFICER PRIOR TO PROCEEDING WITH

INSTALLATION. DRILLED SHAFTS SHALL BE PROPERLY SEATED INTO

NATURAL UNDISTURBED SANDS AND SO THAT SIDE WALLS ARE FREE

FROM SOIL INCLUSIONS OR VOIDS, AND VERIFIED BY THE CONTRACTOR'S

GEOTECHNICAL ENGINEER PER SPECIFICATION 31 63 29.

3. ALL DRILLED SHAFTS SHALL BE INSTALL PER THE CONTRACTORS APPROVED

DRILLED SHAFT INSTALLATION PLAN.

4. ALL DRILLED SHAFTS SHALL BE FILLED WITH 4,000 PSI CONCRETE (28 DAY

STRENGTH). NO CONCRETE SHALL BE PLACED UNTIL THE DRILLED SHAFT HAS

BEEN INSPECTED AND APPROVED. AN ACCURATE VOLUME CHECK OF

CONCRETE PLACED IN EACH DRILLED SHAFT SHALL BE MADE BY THE

CONTRACTOR AS A CHECK TO VERIFY THE FINAL DIMENSIONS OF THE DRILLED

SHAFT. CONCRETE SHALL BE PLACED THE SAME DAY AS THE FINAL CLEANOUT

OF THE EXCAVATION.

5. CENTERLINES OF ALL DRILLED SHAFTS SHALL BE CHECKED FOR CONFORMANCE

TO SPECIFICATION PRIOR TO PLACING CONCRETE. ANY DEVIATION FROM THE

ACCEPTABLE INSTALLATION TOLERANCES SHALL BE REPORTED TO THE

CONTRACTING OFFICER AND NO CONCRETE SHALL BE PLACED UNTIL

AUTHORIZED BY THE CONTRACTING OFFICER. ANY CORRECTIVE MEASURES

REQUIRED BECAUSE OF MISALIGNMENT BEYOND THE PERMISSIBLE TOLERANCE

IS THE RESPONSIBILITY OF THE CONTRACTOR.

6. THE LOCATION OF EXISTING SEWER AND UNDERGROUND UTILITIES SHALL BE

VERIFIED PRIOR TO THE DRILLING OF DRILLED SHAFTS. IF EXISTING UTILITIES ARE

TO REMAIN IN PLACE, PROVIDE PROTECTION DURING DRILLED SHAFT

OPERATIONS. IF NEW DRILLED SHAFTS AS SHOWN ON PLAN WILL ENCROACH

UPON THOSE EXISTING STRUCTURES, THE CONTRACTOR SHALL CONTACT THE

CONTRACTING OFFICER FOR DIRECTION PRIOR TO PLACING DRILLED SHAFTS.

7. LOCATION OF EXISTING FOUNDATIONS AS SHOWN ON THE DRAWINGS ARE

APPROXIMATE. FIELD VERIFY. SEE GEOTECHNICAL REPORT AND CIVIL DRAWINGS

FOR DEMOLITION AND ADDITIONAL DETAILS.

8. IF GROUND WATER IS ENCOUNTERED DURING DRILLED SHAFT CONSTRUCTION,

CASE AND DEWATER SHAFTS PRIOR TO INSPECTION AND CONCRETE

PLACEMENT, OR ALLOW THE WATER TO STABILIZE AND TREMIE CONCRETE IN-

PLACE MAINTAINING A MINIMUM OF 5 FEET OF HEAD ABOVE THE TREMIE BOTTOM

AND GROUDWATER ELEVATION.

9. ELEVATIONS SHOWN ON PLAN ARE APPROXIMATE BEARING ELEVATIONS (NOT

TOP OF ROCK) WITH THE DEPTH OF THE EMBEDMENT INCLUDED. ADEQUATE

BEARING MAY BE AT LOWER ELEVATIONS (AS DETERMINED BY THE

GEOTECHNICAL ENGINEER).

STRUCTURAL CONCRETE

1. STRUCTURAL CONCRETE DESIGN AND CONSTRUCTION SHALL CONFORM WITH THE

AMERICAN CONCRETE INSTITUTE (ACI) 2014 "BUILDING CODE REQUIREMENTS FOR

STRUCTURAL CONCRETE" (ACI 318), 2014 "SPECIFICATIONS FOR STRUCTURAL

CONCRETE" (ACI 303), AND 2004 "ACI DETAILING MANUAL" (ACI SP-66).

2. CAST-IN-PLACE CONCRETE FOR SLAB ON GRADE AND FOUNDATION GRADE BEAMS

SHALL ATTAIN A MINIMUM 28-DAY COMPRESSIVE STRENGTH (f'c) OF 4,000 PSI.

CAST-IN-PLACE CONCRETE FOR DRILLED SHAFT FOUNDATIONS SHALL ATTAIN A

MINIMUM 28-DAY COMPRESSIVE STRENGTH (f'c) OF 4,000 PSI.

3. CONCRETE DENSITY SHALL BE NORMAL WEIGHT FOR FOUNDATIONS AND SLAB ON

GRADE (SOG).

4. CONCRETE REINFORCEMENT SHALL BE STEEL DEFORMED BARS CONFORMING TO

ASTM A615, GRADE 60, EXCEPT WHERE WELDING REINFORCEMENT IS INDICATED.

WELDED REINFORCEMENT SHALL CONFORM TO ASTM A706, GRADE 60.

5. SHOP FABRICATE BENDS AND HOOKS. DO NOT FIELD BEND.

6. PROVIDE SUPPORTS FOR REINFORCEMENT AS NEEDED. WELDED WIRE

REINFORCEMENT SHALL BE SUPPORTED AT 2'-0" ON CENTER, EACH DIRECTION

MINIMUM. PROVIDE PLASTIC, PLASTIC-COATED (NOT PLASTIC TIPPED), OR STAINLESS

STEEL CHAIRS FOR CONCRETE EXPOSED TO VIEW.

7. CONCRETE REINFORCEMENT FOR SLABS ON GRADE SHALL BE LOCATED IN THE

MIDDLE THIRD OF THE SLAB UNLESS NOTED OTHERWISE AND BE POSITIVELY AND

CONTINUOUSLY SUPPORTED. SUPPORT SHALL BE MAINTAINED PRIOR TO AND

DURING CONCRETE PLACEMENT.

8. CONCRETE REINFORCEMENT SHALL BE CONTINUOUS. SPLICES SHALL BE MADE BY

LAPPING WITH CLASS B LAPS PER ACI 318.

9. BEND HORIZONTAL WALL AND FOOTING AND GRADE BEAM REINFORCEMENT 1'-0"

AROUND CORNERS OR PROVIDE CORNER BARS WITH 2'-0" LAP.

10. MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE IN ACCORDANCE WITH

ACI 318 AND UFC 3-301-01:

A. CONCRETE CAST AGAINST EARTH

1. SLAB-ON-GRADE

W31 OR D31 WIRE, AND SMALLER 1.5"

2. OTHER 3"

B. CONCRETE EXPOSED TO EARTH OR WEATHER 3"

C. CONCRETE NOT EXPOSED TO EARTH OR WEATHER

1. SLABS, JOISTS, AND WALLS

#11 BAR AND SMALLER 1"

2. BEAMS, COLUMNS, PEDESTALS, AND TENSION TIES 2"

11. PROVIDE STANDARD HOOKS WITH 90 DEGREE BENDS AND EXTEND A MINIMUM OF 12

BAR DIAMETERS IN LENGTH. STIRRUPS, TIES, AND 180 & 135 DEGREE HOOKS SHALL

CONFORM TO ACI 318.

12. PROVIDE 1/2" THICK JOINT FILLER MATERIAL WHERE SLABS ON GRADE ABUT

CONCRETE, MASONRY, OR STEEL VERTICAL SURFACES.

13. EMBEDDED ITEMS SHALL BE PROPERLY PLACED, ACCURATELY POSITIONED AND

SECURELY MAINTAINED IN PLACE PRIOR TO AND DURING CONCRETE PLACEMENT.

14. SPREAD CONCRETE REINFORCEMENT AT SLEEVES, ANCHORS, RECESSES AND

OTHER EMBEDDED ITEMS WHERE BAR SPACING WILL NOT EXCEED 1.5 TIMES THE

NORMAL SPACING. DO NOT CUT REINFORCEMENT TO FACILITATE PLACEMENT OF

EMBEDDED ITEMS.

#3

1. FOR CLASS 'A' SPLICE (PERMITTED ONLY WHEN NOT MORE THAN HALF THE

BARS SPLICED & SPLICES STAGGERED BY THE DISTANCE OF SPLICE LENGTH),

USE SAME AS ' Ld' = TENSION DEVELOPMENT LENGTH TABLE.

2. TOP BARS ARE DEFINED AS ANY HORIZONTAL BAR WITH MORE THAN 12" OF

FRESH CONCRETE CAST BELOW THE SPLICED BARS.

3. INCREASE LAP LENGTHS AS FOLLOWS (INCREASES ARE ACCUMULATIVE):

A. BAR SPACING LESS THAN 2 BAR DIAMETERS +50%

B. LIGHTWEIGHT CONCRETE +35%

C. EPOXY-COATED TOP BARS +20%

D. EPOXY-COATED OTHER BARS +50%

(GRADE 60 UNCOATED BARS - NORMAL WEIGHT CONCRETE)

TENSION LAP SPLICES - CLASS B

BAR SIZE

#4

#5

#6

#7

#8

#9

#10

#11 f'c= 3,000 psi f'c= 4,000 psi f'c= 5,000 psi

1'-10" 1'-7" 1'-6" 1'-5"

2'-5" 2'-1" 2'-0" 1'-11"

3'-0" 2'-7" 2'-6" 2'-4"

3'-7" 3'-1" 2'-11" 2'-10"

5'-3" 4'-6" 4'-3" 4'-1"

6'-0" 5'-2" 4'-11" 4'-8"

6'-9" 5'-10" 5'-6" 5'-3"

7'-6" 6'-6" 6'-1" 5'-9"

8'-2" 7'-1" 6'-8" 6'-4"

15. PROVIDE 3/4" CHAMFER AT EXPOSED CONCRETE EDGES OR WHERE CHAMFER

INDICATED.

16. ALUMINUM SHALL NOT BE PLACED IN DIRECT CONTACT WITH CONCRETE. COAT

ALUMINUM WITH COATING CONFORMING TO ASTM D1187, ASPHALT-BASE

EMULSION, TO PREVENT ALUMINUM-CONCRETE REACTION AND ELECTROLYTIC

ACTION BETWEEN ALUMINUM AND STEEL.

17. PROVIDE FOUNDATION DOWELS FOR WALLS, PIERS, AND COLUMNS. MATCH SIZE

AND SPACING OF VERTICAL STEEL.

18. PRIOR TO PLACEMENT OF CONCRETE, SUBMIT JOINT LAYOUTS TO THE

CONTRACTING OFFICER FOR APPROVAL. CONSTRUCTION JOINTS SHALL BE

POSITIONED TO PREVENT CHANGE IN STRUCTURAL DESIGN REQUIREMENTS.

LOCATE CONSTRUCTION JOINTS IN CONCRETE FLOORS SO LESS THAN 10,000 SF

OF CONCRETE IS POURED IN A SINGLE POUR AND THE MAXIMUM LENGTH OF

POUR DOES NOT EXCEED 100'-0". RATIO OF LENGTH TO WIDTH OF PANELS SHALL

NOT EXCEED 1.5.

19. SEAL THE VAPOR BARRIER OR WATERPROOFING SYSTEM TO PIPES AND

CONDUITS AT ALL PENETRATIONS THROUGH FLOOR SLABS AND FOUNDATION

WALLS.

20. SEE ARCHITECTURAL DRAWINGS FOR TYPE AND LOCATION OF FLOOR FINISHES,

FLOOR DEPRESSIONS, AND CURBS.

21. SEE MECHANICAL, ELECTRICAL, PLUMBING, AND CIVIL DRAWINGS FOR ADDITIONAL

SLAB PENETRATIONS, INSERTS, AND EMBEDDED ITEMS.

22. EXPOSED CONCRETE SUBJECTED TO FREEZE/THAW SHALL HAVE CEMENT

CONTENT OF 6 SACKS PER YARD MINIMUM, WATER/CEMENT RATIO OF 0.40

MAXIMUM, AND ENTRAINED AIR OF 6% ± 1%.

23. LAP SPLICES:

A. LAP COMPRESSION SPLICES 30 BAR DIAMETERS OF LARGER BAR.

B. LAP TENSION SPLICES PER THE FOLLOWING TABLE AND MODIFY LENGTHS

AS NOTED:

f'c= 4,500 psi

STRUCTURAL STEEL

1. STRUCTURAL STEEL DESIGN AND CONSTRUCTION SHALL CONFORM WITH THE

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) 2010 "SPECIFICATION FOR

STRUCTURAL STEEL BUILDINGS" (AISC 360) AND 2010 "CODE OF STANDARD

PRACTICE FOR STEEL BUILDINGS AND BRIDGES" (AISC 303).

2. MATERIALS AND SHAPES.

a. WIDE FLANGE SHAPES SHALL BE ASTM A992, GRADE 50.

b. MISCELLANEOUS SHAPES, CHANNELS, ANGLES, AND PLATES SHALL BE

ASTM A36.

c. STRUCTURAL STEEL TUBING SHALL BE ASTM A500, GRADE B.

d. WELDING ELECTRODES SHALL BE E70XX EXCEPT WHERE OTHER ELECTRODES

ARE REQUIRED FOR COMPATIBILITY WITH MATERIAL BEING WELDED.

e. ANCHOR RODS SHALL BE ASTM F1554 GR. 36.

f. HEADED STUD ANCHORS (HSA) SHALL BE ASTM A108.

3. STEEL CONNECTIONS SHALL BE BOLTED OR WELDED AS INDICATED.

a. BOLTED CONNECTIONS SHALL CONFORM WITH THE RESEARCH COUNCIL ON

STRUCTURAL CONNECTIONS (RCSC) "SPECIFICATION FOR STRUCTURAL JOINTS

USING HIGH-STRENGTH BOLTS."

b. USE ASTM A325-SC, CLASS A BOLTED CONNECTIONS WITH HARDENED WASHERS

FOR MOMENT CONNECTIONS AND TENSION-ONLY CONNECTIONS (HANGERS).

c. USE FULLY PRE-TENSIONED ASTM A325-N BOLTED CONNECTIONS WITH

HARDENED WASHERS FOR CONNECTIONS UNLESS NOTED OTHERWISE.

d. USE HARDENED WASHERS FOR OVERSIZED AND SHORT-SLOTTED HOLES. USE

5/16" THICK A36 PLATE WASHERS FOR LONG-SLOTTED HOLES.

e. USE 3/4" DIAMETER (ø) BOLTS.

f. USE STANDARD SIZE BOLT HOLES. SHORT SLOTS PERPENDICULAR TO LOAD

MAY BE USED FOR BEAM END SHEAR CONNECTIONS.

g. PROVIDE MINIMUM EDGE DISTANCE AND BOLT SPACING PER AISC 360.

h. BOLTED CONNECTIONS SHALL HAVE A MINIMUM OF 2 BOLTS.

i. STRUCTURAL STEEL WELDING SHALL CONFORM WITH THE AMERICAN WELDING

SOCIETY (AWS) 2010 STRUCTURAL WELDING CODE - STEEL (AWS D1.1).

j. WHERE WELD SIZE IS NOT SHOWN, USE MINIMUM WELD SIZE PER AISC 360 AND

AWS D1.1. WHERE WELD LENGTH IS NOT SHOWN, USE CONTINUOUS WELDS.

k. WELDING SHALL BE PERFORMED BY OPERATORS CERTIFIED BY AWS IN

PERFORMING THE TYPE OF WORK INDICATED.

l. COLUMN BASES & SPLICED ENDS SHALL BE MILLED OR SAW CUT TO PROVIDE

FULL BEARING.

m. USE CONNECTIONS PER TYPICAL DETAILS WHERE APPLICABLE.

n. DEVELOP ONE-HALF OF THE TOTAL UNIFORM LOAD CAPACITY OF THE BEAM

WHERE TYPICAL DETAILS ARE NOT PROVIDED.

o. CONTRACTOR SHALL DESIGN CONNECTIONS NOT DETAILED. USE STANDARD

SHEAR CONNECTIONS IN THE AISC STEEL CONSTRUCTION MANUAL WHERE

POSSIBLE.

p. ANGLE OR PLATE CONNECTOR LENGTH FOR BEAM END CONNECTIONS SHALL

BE LARGER THAN 1/2 OF THE T DISTANCE OF THE BEAM WEB.

4. DO NOT FIELD CUT OR MODIFY STRUCTURAL STEEL FOR WORK OF

OTHER TRADES WITHOUT PRIOR WRITTEN APPROVAL OF THE

CONTRACTING OFFICER.

5. WHERE CAMBER IS NOT INDICATED FOR BEAMS, ORIENT BEAMS SO

RESIDUAL MILL CAMBER IS UPWARDS.

6. GALVANIZING: HOT DIP GALVANIZE STEEL EXPOSED TO WEATHER.

GALVANIZE PER ASTM A-123 FOR ROLLED, PRESSED, OR FORGED

SHAPES AND PLATES, ASTM A-153 FOR HARDWARE ITEMS, AND ASTM

A-386 FOR ASSEMBLED STEEL PRODUCTS. RELIEF ANGLES AND SHELF

ANGLES FOR MASONRY SHALL BE GALVANIZED. BOLTS EXPOSED TO

WEATHER OR BOLTS FOR STEEL EXPOSED TO WEATHER SHALL BE

HOT DIP GALVANIZED.

7. SURFACE PREPARATION: SEE SPECIFICATIONS.

8. PRIME PAINTING: AFTER MATERIAL HAS BEEN PROPERLY CLEANED

AND TREATED, APPLY SHOP PRIME COAT, EXCEPT SURFACES

EMBEDDED INTO CONCRETE, RECEIVING FIELD WELDING, RECEIVING

SPRAY-APPLIED FIREPROOFING, OR FAYING SURFACES OF PLIES

WITH SLIP CRITICAL BOLTS. TOUCH-UP PRIMER AT SITE.

MINIMUM DRY FILM THICKNESS SHALL BE 1.5 MIL.

9. DECK EDGE SUPPORT STEEL SHALL BE CONTINUOUS. SPLICE

SUPPORT STEEL WITH PARTIAL PENETRATION SQUARE GROOVE

WELD (BUTT JOINT) WITH 3/16" EFFECTIVE THROAT ON ONE SIDE OF

EACH LEG, MINIMUM UNO. SEE DETAIL .

10. HANGING LOADS BY OTHER TRADES, SUCH AS STAIRS, PIPES, DUCT,

ETC., SHALL APPLY VERTICAL ONLY LOADS AND NOT APPLY TORQUE

OR HORIZONTAL LOADS TO THE STRUCTURAL STEEL. HANGING

LOADS SHALL BE CENTERED ON THE MEMBER SO THAT THE LOAD

PASSES THROUGH THE SHEAR CENTER OF THE STEEL.

/1 S-522

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

'D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

D R

AW

IN

G C

O D

E:

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

AP

PR

JU

N

CERTIFIED FINAL

PN

A

JX

F2

FY

, P

AE

R

O M

ED

IC

AL

E

VA

C

U

AT

IO

N

S Q

U

AD

R O

N

TR

AI

N

IN

G

A N

D A

D M

IN

IS

TR

AT

IO

N

F

AC

IL

IT

Y

JB

A

N D

R

EW

S, M

D

LO

U

IS

VI

LL

E D

IS

TR

IC

T

D R

. M

AR

TI

N

L U

TH

ER

K

IN

G J

R . P

LA

C

E

LO

U

IS

VI

LL

, K Y

M . B

AR

R

Y

8/13/2020 5:49:55 PM

C:\Users\H2EDEJCB\Documents\481544_Revit2018_S_AES_H2EDEJCB.rvt

S-001

AES

G

EN

ER

AL

S

TR

U C

TU

R

AL

N

O

TE

S

J.

B

U

SH

K.

J

O H

N

SO

N

D . S

M

IT

H

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

AM

D T

J U L

AM

D T

A U G