W912EP20R0043 Am0007.pdf

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 11-8 4

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

FAR (48 CFR) 53.243

1. CONTRACT ID CODE PAGE OF PAGES

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

X 9B. DATED (SEE ITEM 11)

6-August-2021

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF

SOLICITATION NO. W912EP20R0043

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, 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 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.)

PUERTO RICO ARMY NATIONAL GUARD, JOINT TRAINING CENTER, CAMP SANTIAGO SALINAS, PUERTO RICO

A. See Continuation Sheet for Amendment details.

B. The proposal due date remains unchanged.

C. All other Terms and Conditions remain unchanged.

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO.

5. PROJECT NO.(If applicable)

6. ISSUED BY CODE

USA ENGINEER DISTRICT, JACKSONVILLE

CONTRACTING DIVISION

701 SAN MARCO BLVD

JACKSONVILLE FL 32207-8175

W912EP 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

3. EFFECTIVE DATE

10-Nov-2021

W912EP20R0043 Amendment 0007

X

SF 30 CONTINUATION SHEET

PUERTO RICO ARMY NATIONAL GUARD, JOINT TRAINING CENTER, CAMP SANTIAGO

SALINAS, PUERTO RICO

W912EP20R0043 Amendment 0007

SUMMARY OF CHANGES

1. SPECIFICATIONS:

Volume 1:

DELETE Section 00100 and REPLACE with the attached Section 00100.

Volume 2:

No change.

2. DRAWINGS:

Volume 1:

DELETE Sheet G-011 and REPLACE with the attached Sheet G-011.

DELETE Sheet G-012 and REPLACE with the attached Sheet G-012.

DELETE Sheet G-013 and REPLACE with the attached Sheet G-013.

DELETE Sheet B1/S-501 and REPLACE with the attached Sheet B1/S-501.

DELETE Sheet B1/S-503 and REPLACE with the attached Sheet B1/S-503.

DELETE Sheet B1/S-504 and REPLACE with the attached Sheet B1/S-504.

DELETE Sheet B2/S-501 and REPLACE with the attached Sheet B2/S-501.

DELETE Sheet B2/S-503 and REPLACE with the attached Sheet B2/S-503.

DELETE Sheet B2/S-504 and REPLACE with the attached Sheet B2/S-504.

DELETE Sheet B3/S-501 and REPLACE with the attached Sheet B3/S-501.

DELETE Sheet B3/S-503 and REPLACE with the attached Sheet B3/S-503.

DELETE Sheet B3/S-504 and REPLACE with the attached Sheet B3/S-504.

Volume 2:

No change.

Volume 3:

No change.

Volume 4:

DELETE Sheet G-018 and REPLACE with the attached Sheet G-018.

DELETE Sheet $/SS-502 and REPLACE with the attached Sheet $/SS-502.

(End of Summary of Changes)

W912EP20R0043

Section 00100 - INSTRUCTIONS TO OFFERORS

CLAUSES INCORPORATED BY REFERENCE

52.204-6 Unique Entity Identifier OCT 2016 52.204-7 System for Award Management OCT 2018 52.204-22 Alternative Line Item Proposal JAN 2017 52.204-23 Prohibition on Contracting for Hardware, Software, and

Services Developed or Provided by Kaspersky Lab and Other Covered Entities.

JUL 2018

52.211-6 Brand Name or Equal AUG 1999 52.214-34 Submission Of Offers In The English Language APR 1991 52.214-35 Submission Of Offers In U.S. Currency APR 1991 52.215-1 Instructions to Offerors--Competitive Acquisition JAN 2017 52.217-5 Evaluation Of Options JUL 1990 52.222-23 Notice of Requirement for Affirmative Action to Ensure

Equal Employment Opportunity for Construction

FEB 1999

52.222-25 Affirmative Action Compliance APR 1984 52.225-10 Notice of Buy American Requirement--Construction

Materials

MAY 2014

52.225-12 Notice of Buy American Requirement - Construction Materials Under Trade Agreements

MAY 2014

52.236-28 Preparation of Proposals--Construction OCT 1997

CLAUSES INCORPORATED BY FULL TEXT

52.209-5 CERTIFICATION REGARDING RESPONSIBILITY MATTERS (AUG 2020)

(a)(1) The Offeror certifies, to the best of its knowledge and belief, that-

(i) The Offeror and/or any of its Principals-

(A) Are ( ) are not ( ) presently debarred, suspended, proposed for debarment, or declared ineligible for the award of contracts by any Federal agency;

(B) Have ( ) have not ( ), within a three-year period preceding this offer, been convicted of or had a civil judgment rendered against them for: commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public (Federal, State, or local) contract or subcontract; violation of Federal or State antitrust statutes relating to the submission of offers; or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, tax evasion, violating Federal criminal tax laws, or receiving stolen property (if offeror checks “have”, the offeror shall also see 52.209-7, if included in this solicitation); and

(C) Are ( ) are not ( ) presently indicted for, or otherwise criminally or civilly charged by a governmental entity with, commission of any of the offenses enumerated in paragraph (a)(1)(i)(B) of this provision;

and

(D) Have , have not , within a three-year period preceding this offer, been notified of any delinquent Federal taxes in an amount that exceeds the threshold at 9.104-5(a)(2) for which the liability remains unsatisfied.

(1) Federal taxes are considered delinquent if both of the following criteria apply:

(i) The tax liability is finally determined. The liability is finally determined if it has been assessed. A liability is not finally determined if there is a pending administrative or judicial challenge. In the case of a judicial challenge to the liability, the liability is not finally determined until all judicial appeal rights have been exhausted.

(ii) The taxpayer is delinquent in making payment. A taxpayer is delinquent if the taxpayer has failed to pay the tax liability when full payment was due and required. A taxpayer is not delinquent in cases where enforced collection action is precluded.

(2) Examples. (i) The taxpayer has received a statutory notice of deficiency, under I.R.C. Sec. 6212, which entitles the taxpayer to seek Tax Court review of a proposed tax deficiency. This is not a delinquent tax because it is not a final tax liability. Should the taxpayer seek Tax Court review, this will not be a final tax liability until the taxpayer has exercised all judicial appeal rights.

(ii) The IRS has filed a notice of Federal tax lien with respect to an assessed tax liability, and the taxpayer has been issued a notice under I.R.C. Sec. 6320 entitling the taxpayer to request a hearing with the IRS Office of Appeals contesting the lien filing, and to further appeal to the Tax Court if the IRS determines to sustain the lien filing. In the course of the hearing, the taxpayer is entitled to contest the underlying tax liability because the taxpayer has had no prior opportunity to contest the liability. This is not a delinquent tax because it is not a final tax liability. Should the taxpayer seek tax court review, this will not be a final tax liability until the taxpayer has exercised all judicial appeal rights.

(iii) The taxpayer has entered into an installment agreement pursuant to I.R.C. Sec. 6159. The taxpayer is making timely payments and is in full compliance with the agreement terms. The taxpayer is not delinquent because the taxpayer is not currently required to make full payment.

(iv) The taxpayer has filed for bankruptcy protection. The taxpayer is not delinquent because enforced collection action is stayed under 11 U.S.C. 362 (the Bankruptcy Code).

(ii) The Offeror has ( ) has not ( ), within a three-year period preceding this offer, had one or more contracts terminated for default by any Federal agency.

(2) Principal, for the purposes of this certification, means an officer, director, owner, partner, or a person having primary management or supervisory responsibilities within a business entity (e.g., general manager; plant manager;

head of a division or business segment; and similar positions).

(b) The Offeror shall provide immediate written notice to the Contracting Officer if, at any time prior to contract award, the Offeror learns that its certification was erroneous when submitted or has become erroneous by reason of changed circumstances.

(c) A certification that any of the items in paragraph (a) of this provision exists will not necessarily result in withholding of an award under this solicitation. However, the certification will be considered in connection with a determination of the Offeror's responsibility. Failure of the Offeror to furnish a certification or provide such additional information as requested by the Contracting Officer may render the Offeror nonresponsible.

(d) Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render, in good faith, the certification required by paragraph (a) of this provision. The knowledge and information of an Offeror is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings.

(e) The certification in paragraph (a) of this provision is a material representation of fact upon which reliance was placed when making award. If it is later determined that the Offeror knowingly rendered an erroneous certification, in addition to other remedies available to the Government, the Contracting Officer may terminate the contract resulting from this solicitation for default.

(End of provision)

52.216-1 TYPE OF CONTRACT (APR 1984)

The Government contemplates award of a Firm Fixed Price contract resulting from this solicitation.

(End of provision)

52.228-1 BID GUARANTEE (SEP 1996)

(a) Failure to furnish a bid guarantee in the proper form and amount, by the time set for opening of bids, may be cause for rejection of the bid.

(b) The bidder shall furnish a bid guarantee in the form of a firm commitment, e.g., bid bond supported by good and sufficient surety or sureties acceptable to the Government, postal money order, certified check, cashier's check, irrevocable letter of credit, or, under Treasury Department regulations, certain bonds or notes of the United States.

The Contracting Officer will return bid guarantees, other than bid bonds, (1) to unsuccessful bidders as soon as practicable after the opening of bids, and (2) to the successful bidder upon execution of contractual documents and bonds (including any necessary coinsurance or reinsurance agreements), as required by the bid as accepted.-

(c) The amount of the bid guarantee shall be 20 percent of the bid price or $3,000,000.00, whichever is less.-

(d) If the successful bidder, upon acceptance of its bid by the Government within the period specified for acceptance, fails to execute all contractual documents or furnish executed bond(s) within 10 days after receipt of the forms by the bidder, the Contracting Officer may terminate the contract for default.-

(e) In the event the contract is terminated for default, the bidder is liable for any cost of acquiring the work that exceeds the amount of its bid, and the bid guarantee is available to offset the difference.

(End of provision)

52.236-27 SITE VISIT (CONSTRUCTION) (FEB 1995)

(a) The clauses at 52.236-2, Differing Site Conditions, and 52.236-3, Site Investigations and Conditions Affecting the Work, will be included in any contract awarded as a result of this solicitation. Accordingly, offerors or quoters are urged and expected to inspect the site where the work will be performed.

(b) An organized site visit has been scheduled for August 5, 2021 at 9:00 AM Eastern Time. Meeting Point: Camp Santiago Main Gate Parking Area. POC: Carmelo Grau - (787) 309-8645; Maricarmen Crespo (787) 398-9166.

Information for Site Visit

- ALL individuals planning to participate of the site visit shall register, via email - Ingrid.A.Moreno- Cedeno@usace.army.mil. Provide your name, company, phone number and email information.

- Each individual must complete a DD 369 (See attachment) Form and submit it to the Antilles Area Office by 12:00pm on 26 AUG 2021 to secure the access to the Installation. In addition to the DD 369, you shall provide copy of a valid ID (Driver's License or US Passport) attached to the form. Due to the requirement of Personal Identifiable Information (PII) to be included in the form two options may be provided to submit the required documentation:

1. Send via email to Ingrid.A.Moreno-Cedeno@usace.army.mil ; complete the form(s), Blocks #1 to #9 and #11, except Block #7. Ms. Moreno will call the individual and request the complete SSN in order to submit to the Fort Buchanan Police.

OR

2. Send hard copy via mail (USPS, FedEx, UPS, etc.); complete the form Blocks #1 to #9 and #11. If this is the selected option, the form shall be received in the Antilles Area Office by noon 22 AUG 2021. Forms received after the deadline will not provide the required time for processing and individual will not be able to access the Installation.

US Army Corps of Engineers AAO Construction Div. c/o Ingrid Moreno Fund A. Ramos Annex Bldg Ste 202 383 Franklin D. Roosevelt Ave San Juan, PR 00918

* For either option, include contact information (phone number and email) of EACH individual submitting forms in order to be able to contact each one of them if necessary.

-The forms will be submitted to the PR Army National Guard Representative on or before COB 22 AUG 2021; we cannot guarantee that forms that are received later than this date will be processed; therefore, most likely, will not have authorization to access the Installation.

- Individuals with a negative police record check, will be notified by the Antilles Office representative and will not be able to obtain an access pass to Camp Santiago; therefore will not be able to participate of the site visit.

- The attendees shall plan to be at the meeting point at least 30 mins before the time scheduled for the site visit to process/receive a day pass for access. A valid ID will be required (Driver's License, US Passport) - cannot be expired.

- The vehicles to access the Base will need to have a valid registration ("Marbete") and be in good conditions. The Camp Santiago Police reserves the right to allow vehicles on Post.

- All attendees must observe the Installation rules, including but not limited to driving requirements within the Installation.

- As per the schedule, all contractors and USACE will access the Base and drive together to Building 763; all will attend a presentation in Room #003 prior to move as a group to the site. Those that are not timely at the Main Gate meeting point will not be able to participate of the site visit.

- The prospective bidders are responsible for bringing all required documents to perform the site investigation. The Government will NOT have plans and specifications during the site visit.

- During the site visit, no questions will be answered. All questions related to the findings on site shall be posted in ProjNet (Bid Inquiry) for Government evaluation and response as required in the contract solicitation.

- PICTURES are allowed within the boundaries of the project site. Individuals taking pictures or videos beyond the project site area will be immediately reported to the Camp Santiago Police Department and ESCORTED OUT of the Installation.

- There are no access restrictions related to COVID-19, however all non-vaccinated individuals on Camp Santiago shall use a face mask at all times.

(c) A Pre-Proposal Conference Call will be held on 10 August 2021 at 10:00 AM to address any further questions.

Callers can call in at: (844) 800-2712, Access Code: 199 631 3682, Attendee Code: PRESS# or Webex

12 October 2021_____________ 11:00____ https://usace1.webex.com/meet/william.j.wallace

(d) Core borings are available. (If available, follow the instructions in the Physical Data paragraph in Section 00700 to make arrangements to inspect the borings. Failure to follow the instructions may result in a delay ranging in duration from one hour to 4 days.)

(End of provision)

52.252-1 SOLICITATION PROVISIONS INCORPORATED BY REFERENCE (FEB 1998)

This solicitation incorporates one or more solicitation provisions by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available. The offeror is cautioned that the listed provisions may include blocks that must be completed by the offeror and submitted with its quotation or offer. In lieu of submitting the full text of those provisions, the offeror may identify the provision by paragraph identifier and provide the appropriate information with its quotation or offer. Also, the full text of a solicitation provision may be accessed electronically at this/these address(es):

For FAR: http://www/arnet.gov/far/ For DFARS: http://www.acq.osd.mil/dp/dars/dfars/dfars.html

(End of provision)

52.252-5 AUTHORIZED DEVIATIONS IN PROVISIONS (NOV 2020)

(a) The use in this solicitation of any Federal Acquisition Regulation (48 CFR Chapter 1) provision with an authorized deviation is indicated by the addition of "(DEVIATION)" after the date of the provision.

(b) The use in this solicitation of any DFARS (48 CFR Chapter 2) provision with an authorized deviation is indicated by the addition of "(DEVIATION)" after the name of the regulation.

(End of provision)

252.223-7999 Ensuring Adequate COVID-19 Safety Protocols for Federal Contractors (Deviation 2021- O0009)

As prescribed in Class Deviation 2021-O0009, Ensuring Adequate COVID-19 Safety Protocols for Federal Contractors, use the following clause:

ENSURING ADEQUATE COVID-19 SAFETY PROTOCOLS FOR FEDERAL CONTRACTORS (DEVIATION 2021- O0009)

(OCT 2021)

(a) Definition. As used in this clause – United States or its outlying areas means— (1) The fifty States; (2) The District of Columbia;

(3) The commonwealths of Puerto Rico and the Northern Mariana Islands; (4) The territories of American Samoa, Guam, and the United States Virgin Islands; and (5) The minor outlying islands of Baker Island, Howland Island, Jarvis Island, Johnston Atoll, Kingman Reef, Midway Islands, Navassa Island, Palmyra Atoll, and Wake Atoll.

(b) Authority. This clause implements Executive Order 14042, Ensuring Adequate COVID Safety Protocols for Federal Contractors, dated September 9, 2021 (published in the Federal Register on September 14, 2021, 86 FR 50985).

(c) Compliance. The Contractor shall comply with all guidance, including guidance conveyed through Frequently Asked Questions, as amended during the performance of this contract, for contractor or subcontractor workplace locations published by the Safer Federal Workforce Task Force (Task Force Guidance) at https:/www.saferfederalworkforce.gov/contractors/.

(d) Subcontracts. The Contractor shall include the substance of this clause, including this paragraph (d), in subcontracts at any tier that exceed the simplified acquisition threshold, as defined in Federal Acquisition Regulation 2.101 on the date of subcontract award, and are for services, including construction, performed in whole or in part within the United States or its outlying areas.

(End of clause)

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Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

'D

PL

O

T D

AT

E

IS

SU

E D

AT

E:

FI

LE

N

AM

E:

G

2 3 4 5 6 7 8 9 10

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E

D

C

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E

D

IS

TR

IC

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N M

AR

C

O B

LV

D

JA

C K

SO

N

VI

LL

E, F

L

T.

H

A

T.

H

A

J.

G

O N

G

LI

K

J.

R

AN

EY

D . N

EL

SO

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SHEET 11 OF 19

FO

U

N D

AT

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N A

N D

M

IS

C

EL

LA

N

EO

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S D

ET

AI

LS

C

AM

P

SA

N

TI

AG

O

, S

AL

IN

AS

, P U

ER

TO

R

IC

O

PU

ER

TO

R

IC

O A

R M

Y N

AT

IO

N

AL

G U

AR

D

(P R

AR

N

G

C

AM

P

SA

N

TI

AG

O

J O

IN

T

TR

AI

N

IN

G C

EN

TE

R

TR

AN

SI

EN

T

TR

AI

N

IN

G (T

T) (P

N

8, P

N

2, P

N

9)

B

AR

R

AC

K S

2+

B

AR

R

AC

K S

W

2E P2

0R

PR

-2

1B 1-

S-

1-

B1

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

PH

IL

AD

EL

PH

IA

D

IS

TR

IC

T

EA

ST

P

EN

N S

Q U

AR

E

PH

IL

AD

EL

PH

IA

, P A

3/4" = 1'-0"1 TYPICAL FOOTING DETAIL

SCALE:

0 1' 2'

1" = 1' - 0"

1' 2'

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

R

EV

IS

ED

I.

A .

W

. A M

EN

D

M E N

T

O

C T

2 1

1" = 1'-0"2 THICKENED SLAB EDGE DETAIL

1" = 1'-0"3 DEPRESSED SLAB ON GRADE DETAIL

SCALE:

3/4" = 1' - 0"

1' 1' 2' 3'

FOOTING (TYP),

(SEE DETAIL 1/S-501)

CONC SLAB-ON-GRADE

(SEE PLAN, REINF NOT SHOWN

FOR CLARITY)

VAPOR BARRIER

6" GRAVEL (TYP)

COMPACTED SOIL

FINISH SURFACE

(SEE CIVIL PLAN)

CONC FLOOR OVERHANG

(GUARDRAIL AND REINF NOT

SHOWN FOR CLARITY)

"MIDDLE"

"TOP"

"BOTTOM"CONC FLOOR BEAM

(SEE FRAMING PLAN

AND BEAM SCHEDULE)

CONC ROOF BEAM

(SEE FRAMING PLAN

AND BEAM SCHEDULE)

"MIDDLE"

"TOP"

"BOTTOM"

4"

CONC COL

(SEE PLAN AND

SCHEDULE)

SP

A-

SP

A-

SP

A-

SP

A-

C

LA

SS

"B

" T

EN

SI

O

N L

AP

SP

A-

SP

A-

SP

A-

SE

E

SC

H

H -0

SE

E

SC

H

H -0

SE

E

SC

H

H -0

2*BEAM DEPTH

SPA-1 SPA-2

CLASS "B" TENSION LAP

SPA-1 SPA-2

2*BEAM DEPTH

SPA-1

2" (TYP)

C

SLOPE, SEE PLAN

SLOPE, SEE PLAN

A B

CONC PARAPET, TYP (REINF

NOT SHOWN FOR CLARITY)

ROOF RIDGE

SEE PLAN

ROOF EDGE (TYP)

T.O.C. ROOF EDGE

SEE PLAN

T/PARAPET

SEE PLAN

T/FLOOR SLAB

SEE PLAN

T/SLAB-ON-GRADE

SEE PLAN

B/PARAPET

SEE PLAN

CONC ROOF OVERHANG,

SEE DETAIL (REINF NOT

SHOWN FOR CLARITY)

2" (TYP)

2*BEAM DEPTH

SPA-1 SPA-2

CLASS "B" TENSION LAP

SPA-1

SPA-2

2*BEAM DEPTH

SPA-1

2" (TYP)

SE

E

SC

H

H -0

SE

E

SC

H

H -0

SE

E

SC

H

H -0

SP

A-

SP

A-

SP

A-

SP

A-

C

LA

SS

"B

" T

EN

SI

O

N L

AP

SP

A-

SP

A-

SP

A-

1" ISOLATION JOINT W/

PRE-MOLDED FILLER &

SEALANT (TYP)

CONC COL

(SEE PLAN AND

SCHEDULE)

SE

E

SC

H

H -0

SEE PLAN

TOF

SE

E

SC

H

H -0

SLOPE

(SEE PLAN)

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

PL

O

T D

AT

E

IS

SU

E D

AT

E:

FI

LE

N

AM

E:

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

SO

LI

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O B

LV

D

JA

C K

SO

N

VI

LL

E, F

L

T.

H

A

T.

H

A

J.

G

O N

G

LI

K

J.

R

AN

EY

D . N

EL

SO

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AM 0007

SHEET 13 OF 19

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M O

M

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FR

AM

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L

C

AM

P

SA

N

TI

AG

O

, S

AL

IN

AS

, P U

ER

TO

R

IC

O

PU

ER

TO

R

IC

O A

R M

Y N

AT

IO

N

AL

G U

AR

D

(P R

AR

N

G

C

AM

P

SA

N

TI

AG

O

J O

IN

T

TR

AI

N

IN

G C

EN

TE

R

TR

AN

SI

EN

T

TR

AI

N

IN

G (T

T) (P

N

8, P

N

2, P

N

9)

B

AR

R

AC

K S

2+

B

AR

R

AC

K S

W

2E P2

0R

PR

-2

1B 1-

S-

3-

B1

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

PH

IL

AD

EL

PH

IA

D

IS

TR

IC

T

EA

ST

P

EN

N S

Q U

AR

E

PH

IL

AD

EL

PH

IA

, P A

1/2" = 1'-0"1 SPECIAL MOMENT FRAME (TRANSVERSE)

SCALE:

0 2' 4'

1/2" = 1' - 0"

2' 4'

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

R

EV

IS

ED

I.

A .

W

. A M

EN

D

M E N

T

O

C T

2 1

2" (TYP)

FOOTING (SEE PLAN AND SCHEDULE FOR REINF)

CONC SLAB-ON-GRADE

(SEE PLAN, REINF NOT SHOWN

FOR CLARITY)

VAPOR BARRIER

6" GRAVEL (TYP)

COMPACTED SOIL

FINISH SURFACE

(SEE CIVIL PLAN)

CONC FLOOR OVERHANG

(GUARD RAIL AND REINF NOT

SHOWN FOR CLARITY) 2 x [BEAM DEPTH]

SPA-1SPA-2

CLASS "B" TENSION LAP

SPA-1SPA-2

2 x [BEAM DEPTH]

SPA-1

"MIDDLE"

"TOP"

"BOTTOM"

CONC COL

(SEE PLAN AND

SCHEDULE)

CONC FLOOR BEAM

(SEE FRAMING PLAN

AND BEAM SCHEDULE)

CONC ROOF BEAM

(SEE FRAMING PLAN

AND BEAM SCHEDULE)

2 x [BEAM DEPTH]

SPA-1SPA-2

CLASS "B" TENSION LAP

SPA-1SPA-2

2 x [BEAM DEPTH]

SPA-1

"MIDDLE"

"TOP"

"BOTTOM"

EQEQ

4"

15 14

CONC PARAPET, TYP (REINF

NOT SHOWN FOR CLARITY)

1 2

T/PARAPET

SEE PLAN

T/FLOOR SLAB

SEE PLAN

T/SLAB-ON-GRADE

SEE PLAN

2" (TYP) 2" (TYP) 2" (TYP)

CONC ROOF OVERHANG,

SEE DETAIL (REINF NOT

SHOWN FOR CLARITY)

SE

E

SC

H

H -0

SE

E

SC

H

H -0

SE

E

SC

H

H -0

2" (TYP) 2" (TYP)

SP

A-

SP

A-

SP

A-

SP

A-

C

LA

SS

"B

" T

EN

SI

O

N L

AP

SP

A-

SP

A-

SP

A-

CONC COL

(SEE PLAN AND

SCHEDULE)

1" ISOLATION JOINT W/

PRE-MOLDED FILLER &

SEALANT (TYP)

SP

A-

SP

A-

SP

A-

SP

A-

C

LA

SS

"B

" T

EN

SI

O

N L

AP

SP

A-

SP

A-

SP

A-

B/PARAPET

SEE PLAN

SEE PLAN

T/SLAB-ON-GRADE

SE

E

SC

H

H -0

SE

E

SC

H

H -0

SLOPE

(SEE PLAN)

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

PL

O

T D

AT

E

IS

SU

E D

AT

E:

FI

LE

N

AM

E:

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

SO

LI

C

IT

AT

IO

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O

C O

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AC

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N O

/5

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C

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E

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IS

TR

IC

T

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N M

AR

C

O B

LV

D

JA

C K

SO

N

VI

LL

E, F

L

T.

H

A

T.

H

A

J.

G

O N

G

LI

K

J.

R

AN

EY

D . N

EL

SO

N

AM 0007

SHEET 14 OF 19

SP

EC

IA

L

M O

M

EN

T

FR

AM

E

R

EI

N F

D

ET

AI

L

C

AM

P

SA

N

TI

AG

O

, S

AL

IN

AS

, P U

ER

TO

R

IC

O

PU

ER

TO

R

IC

O A

R M

Y N

AT

IO

N

AL

G U

AR

D

(P R

AR

N

G

C

AM

P

SA

N

TI

AG

O

J O

IN

T

TR

AI

N

IN

G C

EN

TE

R

TR

AN

SI

EN

T

TR

AI

N

IN

G (T

T) (P

N

8, P

N

2, P

N

9)

B

AR

R

AC

K S

2+

B

AR

R

AC

K S

W

2E P2

0R

PR

-2

1B 1-

S-

4-

B1

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

PH

IL

AD

EL

PH

IA

D

IS

TR

IC

T

EA

ST

P

EN

N S

Q U

AR

E

PH

IL

AD

EL

PH

IA

, P A

1/2" = 1'-0"1

SPECIAL MOMENT FRAME

(LONGITUDINAL)

SCALE:

0 2' 4'

1/2" = 1' - 0"

2' 4'

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

R

EV

IS

ED

I.

A .

W

. A M

EN

D

M E N

T

O

C T

(SEE PLAN FOR SIZE AND REINF)

3" C

LR

2"

C

LR

CONC COL, TYP

(SEE PLAN FOR SIZE

AND SPECIAL MOMENT

FRAME REINF LAYOUT)

1" ISOLATION JOINT W/ PRE-

MOLDED FILLER & SEALANT

(TYP)

PE

R

P

LA

N

3" CLR 3" CLR

1ST FLOOR

SEE PLAN

T/ FOOTING

SEE PLAN

B CA

PER PLAN PER PLAN

CONC SLAB ON GRADE

(SEE PLAN, REINF NOT SHOWN)

VAPOR BARRIER

6" GRAVEL (TYP)

COMPACTED SOIL

(2) #5 CONT.

(2) #5 CONT.

FINISH GRADE

(SEE CIVIL DRAWINGS)

#4 BENT BAR @ 18" O.C.

VAPOR BARRIER

GRAVEL OVER COMPACTED SOIL

4" 1' - 0" 6"

6" 2'

0"

3" C

LR

3" CLR

CONC SLAB AND

REINFORCEMENT PER PLAN

(S

EE

P

LA

N

"T

"T

3' - 0"

SLOPE

(SEE PLAN)

6"

SE

E

PL

AN

DEPRESSED SLAB-ON-GRADE

1' - 6"

1' - 8"

2" C

LR

REINFORCEMENT PER PLAN (TYP)

CONC SLAB AND

REINFORCEMENT PER PLAN

VAPOR BARRIER

GRAVEL OVER COMPACTED SOIL

(S

EE

P

LA

N

"T

6"

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

PL

O

T D

AT

E

IS

SU

E D

AT

E:

FI

LE

N

AM

E:

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

SO

LI

C

IT

AT

IO

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O

C O

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AC

T

N O

/5

/2

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C

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SO

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E

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IC

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SA

N M

AR

C

O B

LV

D

JA

C K

SO

N

VI

LL

E, F

L

T.

H

A

T.

H

A

J.

G

O N

G

LI

K

J.

R

AN

EY

D . N

EL

SO

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SHEET 11 OF 19

FO

U

N D

AT

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N A

N D

M

IS

C

EL

LA

N

EO

U

S D

ET

AI

LS

C

AM

P

SA

N

TI

AG

O

, S

AL

IN

AS

, P U

ER

TO

R

IC

O

PU

ER

TO

R

IC

O A

R M

Y N

AT

IO

N

AL

G U

AR

D

(P R

AR

N

G

C

AM

P

SA

N

TI

AG

O

J O

IN

T

TR

AI

N

IN

G C

EN

TE

R

TR

AN

SI

EN

T

TR

AI

N

IN

G (T

T) (P

N

8, P

N

2, P

N

9)

B

AR

R

AC

K S

O

PE

N B

AY

B

AR

R

AC

K

S

W

2E P2

0R

PR

-2

1B 2-

S-

1-

B2

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

PH

IL

AD

EL

PH

IA

D

IS

TR

IC

T

EA

ST

P

EN

N S

Q U

AR

E

PH

IL

AD

EL

PH

IA

, P A

3/4" = 1'-0"1 TYPICAL FOOTING DETAIL

SCALE:

3/4" = 1' - 0"

1' 1' 2' 3'

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

R

EV

IS

ED

I.

A .

W

. A M

EN

D

M E N

T

O

C T

2 1

1" = 1'-0"2 THICKENED SLAB EDGE DETAIL

SCALE:

0 1' 2'

1" = 1' - 0"

1' 2'

1" = 1'-0"3 DEPRESSED SLAB ON GRADE DETAIL

FINISH SURFACE

(SEE CIVIL PLAN)

CONC FLOOR OVERHANG

(GUARD RAIL AND REINF

NOT SHOWN FOR CLARITY)

"MIDDLE"

"TOP"

"BOTTOM"CONC FLOOR BEAM

(SEE FRAMING PLAN

AND BEAM SCHEDULE)

CONC ROOF BEAM

(SEE FRAMING PLAN

AND BEAM SCHEDULE)

"MIDDLE"

"TOP"

"BOTTOM"

4"

CONC COL

(SEE PLAN AND

SCHEDULE)

SP

A-

SP

A-

SP

A-

SP

A-

C

LA

SS

"B

" T

EN

SI

O

N L

AP

SP

A-

SP

A-

SP

A-

SE

E

SC

H

H -0

SE

E

SC

H

H -0

SE

E

SC

H

H -0

2*BEAM DEPTH

SPA-1 SPA-2

CLASS "B" TENSION LAP

SPA-1 SPA-2

2*BEAM DEPTH

SPA-1

2" (TYP)

C

SLOPE, SEE PLAN

SLOPE, SEE PLAN

A B

CONC PARAPET, TYP (REINF

NOT SHOWN FOR CLARITY)

ROOF RIDGE

SEE PLAN

ROOF EDGE (TYP)

T.O.C. ROOF EDGE

SEE PLAN

T/PARAPET

SEE PLAN

T/FLOOR SLAB

SEE PLAN

T/SLAB-ON-GRADE

SEE PLAN

B/PARAPET

SEE PLAN

CONC ROOF OVERHANG,

SEE DETAIL (REINF NOT

SHOWN FOR CLARITY)

2" (TYP)

2*BEAM DEPTH

SPA-1 SPA-2

CLASS "B" TENSION LAP

SPA-1

SPA-2

2*BEAM DEPTH

SPA-1

2" (TYP)

SE

E

SC

H

H -0

SE

E

SC

H

H -0

SE

E

SC

H

H -0

SP

A-

SP

A-

SP

A-

SP

A-

C

LA

SS

"B

" T

EN

SI

O

N L

AP

SP

A-

SP

A-

SP

A-

1" ISOLATION JOINT W/

PRE-MOLDED FILLER &

SEALANT (TYP)

CONC COL

(SEE PLAN AND

SCHEDULE)

SE

E

SC

H

H -0

SE

E

SC

H

H -0

SEE PLAN

TOF

SLOPE

(SEE PLAN)

CONC SLAB-ON-GRADE

(SEE PLAN, REINF NOT SHOWN

FOR CLARITY)

VAPOR BARRIER

6" GRAVEL (TYP)

COMPACTED SOIL

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

PL

O

T D

AT

E

IS

SU

E D

AT

E:

FI

LE

N

AM

E:

G

2 3 4 5 6 7 8 9 10

F

E

D

C

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A

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C

O B

LV

D

JA

C K

SO

N

VI

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E, F

L

T.

H

A

T.

H

A

J.

G

O N

G

LI

K

J.

R

AN

EY

D . N

EL

SO

N

AM 0007

SHEET 13 OF 19

SP

EC

IA

L

M O

M

EN

T

FR

AM

E

R

EI

N F

D

ET

AI

L

C

AM

P

SA

N

TI

AG

O

, S

AL

IN

AS

, P U

ER

TO

R

IC

O

PU

ER

TO

R

IC

O A

R M

Y N

AT

IO

N

AL

G U

AR

D

(P R

AR

N

G

C

AM

P

SA

N

TI

AG

O

J O

IN

T

TR

AI

N

IN

G C

EN

TE

R

TR

AN

SI

EN

T

TR

AI

N

IN

G (T

T) (P

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8, P

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2, P

N

9)

B

AR

R

AC

K S

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N B

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B

AR

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AC

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S

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2E P2

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1B 2-

S-

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B2

U S

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M

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O R

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F

EN

G

IN

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R

S

PH

IL

AD

EL

PH

IA

D

IS

TR

IC

T

EA

ST

P

EN

N S

Q U

AR

E

PH

IL

AD

EL

PH

IA

, P A

1/2" = 1'-0"1 SPECIAL MOMENT FRAME (TRANSVERSE)

SCALE:

0 2' 4'

1/2" = 1' - 0"

2' 4'

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

R

EV

IS

ED

I.

A .

W

. A M

EN

D

M E N

T

O

C T

FINISH SURFACE

(SEE CIVIL PLAN)

CONC FLOOR OVERHANG

(GUARD RAIL AND REINF

NOT SHOWN FOR CLARITY)

2 x [BEAM DEPTH]

SPA-1SPA-2

CLASS "B" TENSION LAP

SPA-1SPA-2

2 x [BEAM DEPTH]

SPA-1

"MIDDLE"

"TOP"

"BOTTOM"

CONC COL

(SEE PLAN AND

SCHEDULE)

CONC FLOOR BEAM

(SEE FRAMING PLAN

AND BEAM SCHEDULE)

CONC ROOF BEAM

(SEE FRAMING PLAN

AND BEAM SCHEDULE)

2 x [BEAM DEPTH]

SPA-1SPA-2

CLASS "B" TENSION LAP

SPA-1SPA-2

2 x [BEAM DEPTH]

SPA-1

"MIDDLE"

"TOP"

"BOTTOM"

EQEQ

4"

15 14

CONC PARAPET, TYP (REINF

NOT SHOWN FOR CLARITY)

1 2

T/ PARAPET

SEE PLAN

T/FLOOR SLAB

SEE PLAN

T/SLAB-ON-GRADE

SEE PLAN

2" (TYP) 2" (TYP) 2" (TYP)

CONC ROOF OVERHANG,

SEE DETAIL (REINF NOT

SHOWN FOR CLARITY)

SE

E

SC

H

H -0

SE

E

SC

H

H -0

SE

E

SC

H

H -0

2" (TYP) 2" (TYP)

SP

A-

SP

A-

SP

A-

SP

A-

C

LA

SS

"B

" T

EN

SI

O

N L

AP

SP

A-

SP

A-

SP

A-

CONC COL

(SEE PLAN AND

SCHEDULE)

1" ISOLATION JOINT W/

PRE-MOLDED FILLER &

SEALANT (TYP)

SP

A-

SP

A-

SP

A-

SP

A-

C

LA

SS

"B

" T

EN

SI

O

N L

AP

SP

A-

SP

A-

SP

A-

B/ PARAPET

SEE PLAN

SE

E

SC

H

H -0

SE

E

SC

H

H -0

TOF

SEE PLAN

SLOPE

(SEE PLAN)

CONC SLAB-ON-GRADE

(SEE PLAN, REINF NOT SHOWN

FOR CLARITY)

VAPOR BARRIER

6" GRAVEL (TYP)

COMPACTED SOIL

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

PL

O

T D

AT

E

IS

SU

E D

AT

E:

FI

LE

N

AM

E:

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

SO

LI

C

IT

AT

IO

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O

C O

N

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AC

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N O

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C

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SO

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IS

TR

IC

T

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N M

AR

C

O B

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D

JA

C K

SO

N

VI

LL

E, F

L

T.

H

A

T.

H

A

J.

G

O N

G

LI

K

J.

R

AN

EY

D . N

EL

SO

N

AM 0007

SHEET 14 OF 19

SP

EC

IA

L

M O

M

EN

T

FR

AM

E

R

EI

N F

D

ET

AI

L

C

AM

P

SA

N

TI

AG

O

, S

AL

IN

AS

, P U

ER

TO

R

IC

O

PU

ER

TO

R

IC

O A

R M

Y N

AT

IO

N

AL

G U

AR

D

(P R

AR

N

G

C

AM

P

SA

N

TI

AG

O

J O

IN

T

TR

AI

N

IN

G C

EN

TE

R

TR

AN

SI

EN

T

TR

AI

N

IN

G (T

T) (P

N

8, P

N

2, P

N

9)

B

AR

R

AC

K S

O

PE

N B

AY

B

AR

R

AC

K

S

W

2E P2

0R

PR

-2

1B 2-

S-

4-

B2

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

PH

IL

AD

EL

PH

IA

D

IS

TR

IC

T

EA

ST

P

EN

N S

Q U

AR

E

PH

IL

AD

EL

PH

IA

, P A

1/2" = 1'-0"1

SPECIAL MOMENT FRAME

(LONGITUDINAL)

SCALE:

0 2' 4'

1/2" = 1' - 0"

2' 4'

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

R

EV

IS

ED

I.

A .

W

. A M

EN

D

M E N

T

O

C T

(SEE PLAN FOR SIZE AND REINF)

3" C

LR

2"

C

LR

CONC COL, TYP

(SEE PLAN FOR SIZE

AND SPECIAL MOMENT

FRAME REINF LAYOUT)

1" ISOLATION JOINT W/ PRE-

MOLDED FILLER & SEALANT

(TYP)

PE

R

P

LA

N

3" CLR 3" CLR

1ST FLOOR

SEE PLAN

T/ FOOTING

SEE PLAN

B CA

PER PLAN PER PLAN

CONC SLAB ON GRADE

(SEE PLAN, REINF NOT SHOWN)

VAPOR BARRIER

6" GRAVEL (TYP)

COMPACTED SOIL

CONC SLAB AND

REINFORCEMENT PER PLAN

(2) #5 CONT.

(2) #5 CONT.

FINISH GRADE

(SEE CIVIL DRAWINGS)

#4 BENT BAR @ 18" O.C.

GRAVEL OVER COMPACTED SOIL

4" 1' - 0" 6"

6" 2'

0"

3" C

LR

3" CLR

(S

EE

P

LA

N

"T

3' - 0"

SLOPE

(SEE PLAN)

VAPOR BARRIER

"T

6"

SE

E

PL

AN

DEPRESSED SLAB-ON-GRADE

1' - 6"

1' - 8"

2" C

LR

REINFORCEMENT PER PLAN (TYP)

CONC SLAB AND

REINFORCEMENT PER PLAN

GRAVEL OVER COMPACTED SOIL

VAPOR BARRIER

(S

EE

P

LA

N

"T

6"

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

PL

O

T D

AT

E

IS

SU

E D

AT

E:

FI

LE

N

AM

E:

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

SO

LI

C

IT

AT

IO

N N

O

C O

N

TR

AC

T

N O

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C

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SO

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E

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TR

IC

T

SA

N M

AR

C

O B

LV

D

JA

C K

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VI

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L

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A

T.

H

A

J.

G

O N

G

LI

K

J.

R

AN

EY

D . N

EL

SO

N

AM 0007

SHEET 11 OF 19

FO

U

N D

AT

IO

N A

N D

M

IS

C

EL

LA

N

EO

U

S D

ET

AI

LS

C

AM

P

SA

N

TI

AG

O

, S

AL

IN

AS

, P U

ER

TO

R

IC

O

PU

ER

TO

R

IC

O A

R M

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AT

IO

N

AL

G U

AR

D

(P R

AR

N

G

C

AM

P

SA

N

TI

AG

O

J O

IN

T

TR

AI

N

IN

G C

EN

TE

R

TR

AN

SI

EN

T

TR

AI

N

IN

G (T

T) (P

N

8, P

N

2, P

N

9)

B

AR

R

AC

K S

PR

IV

AT

E

B

AR

R

AC

K S

W

2E P2

0R

PR

-2

1B 3-

S-

1-

B3

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

PH

IL

AD

EL

PH

IA

D

IS

TR

IC

T

EA

ST

P

EN

N S

Q U

AR

E

PH

IL

AD

EL

PH

IA

, P A

3/4" = 1'-0"1 TYPICAL FOOTING DETAIL

SCALE:

3/4" = 1' - 0"

1' 1' 2' 3'

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

R

EV

IS

ED

I.

A .

W

. A M

EN

D

M E N

T

O

C T

2 1

1" = 1'-0"2 THICKENED SLAB EDGE DETAIL

SCALE:

0 1' 2'

1" = 1' - 0"

1' 2'

1" = 1'-0"3 DEPRESSED SLAB ON GRADE DETAIL

FINISH SURFACE

(SEE CIVIL PLAN)

CONC FLOOR OVERHANG

(GUARD RAIL AND REINF

NOT SHOWN FOR CLARITY)

"MIDDLE"

"TOP"

"BOTTOM"CONC FLOOR BEAM

(SEE FRAMING PLAN

AND BEAM SCHEDULE)

CONC ROOF BEAM

(SEE FRAMING PLAN

AND BEAM SCHEDULE)

"MIDDLE"

"TOP"

"BOTTOM"

4"

CONC COL

(SEE PLAN AND

SCHEDULE)

SP

A-

SP

A-

SP

A-

SP

A-

C

LA

SS

"B

" T

EN

SI

O

N L

AP

SP

A-

SP

A-

SP

A-

SE

E

SC

H

H -0

SE

E

SC

H

H -0

SE

E

SC

H

H -0

2*BEAM DEPTH

SPA-1 SPA-2

CLASS "B" TENSION LAP

SPA-1 SPA-2

2*BEAM DEPTH

SPA-1

2" (TYP)

C

SLOPE, SEE PLAN

SLOPE, SEE PLAN

A B

CONC PARAPET, TYP (REINF

NOT SHOWN FOR CLARITY)

ROOF RIDGE

SEE PLAN

ROOF EDGE (TYP)

T.O.C. ROOF EDGE

SEE PLAN

T/PARAPET

SEE PLAN

T/FLOOR SLAB

SEE PLAN

T/SLAB-ON-GRADE

SEE PLAN

B/PARAPET

SEE PLAN

CONC ROOF OVERHANG,

SEE DETAIL (REINF NOT

SHOWN FOR CLARITY)

2" (TYP)

2*BEAM DEPTH

SPA-1 SPA-2

CLASS "B" TENSION LAP

SPA-1

SPA-2

2*BEAM DEPTH

SPA-1

2" (TYP)

SE

E

SC

H

H -0

SE

E

SC

H

H -0

SE

E

SC

H

H -0

SP

A-

SP

A-

SP

A-

SP

A-

C

LA

SS

"B

" T

EN

SI

O

N L

AP

SP

A-

SP

A-

SP

A-

1" ISOLATION JOINT W/

PRE-MOLDED FILLER &

SEALANT (TYP)

CONC COL

(SEE PLAN AND

SCHEDULE)

SE

E

SC

H

H -0

TOF

SEE PLAN

SE

E

SC

H

H -0

SLOPE

(SEE PLAN)

CONC SLAB-ON-GRADE

(SEE PLAN, REINF NOT SHOWN

FOR CLARITY)

VAPOR BARRIER

6" GRAVEL (TYP)

COMPACTED SOIL

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

PL

O

T D

AT

E

IS

SU

E D

AT

E:

FI

LE

N

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E:

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

SO

LI

C

IT

AT

IO

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N M

AR

C

O B

LV

D

JA

C K

SO

N

VI

LL

E, F

L

T.

H

A

T.

H

A

J.

G

O N

G

LI

K

J.

R

AN

EY

D . N

EL

SO

N

AM 0007

SHEET 13 OF 19

SP

EC

IA

L

M O

M

EN

T

FR

AM

E

R

EI

N F

D

ET

AI

L

C

AM

P

SA

N

TI

AG

O

, S

AL

IN

AS

, P U

ER

TO

R

IC

O

PU

ER

TO

R

IC

O A

R M

Y N

AT

IO

N

AL

G U

AR

D

(P R

AR

N

G

C

AM

P

SA

N

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AG

O

J O

IN

T

TR

AI

N

IN

G C

EN

TE

R

TR

AN

SI

EN

T

TR

AI

N

IN

G (T

T) (P

N

8, P

N

2, P

N

9)

B

AR

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K S

PR

IV

AT

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B

AR

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AC

K S

W

2E P2

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PR

-2

1B 3-

S-

3-

B3

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

PH

IL

AD

EL

PH

IA

D

IS

TR

IC

T

EA

ST

P

EN

N S

Q U

AR

E

PH

IL

AD

EL

PH

IA

, P A

1/2" = 1'-0"1 SPECIAL MOMENT FRAME (TRANSERSE)

SCALE:

0 2' 4'

1/2" = 1' - 0"

2' 4'

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

R

EV

IS

ED

I.

A .

W

. A M

EN

D

M E N

T

O

C T

FINISH SURFACE

(SEE CIVIL PLAN)

CONC FLOOR OVERHANG

(GUARD RAIL AND REINF NOT

SHOWN FOR CLARITY)

2 x [BEAM DEPTH]

SPA-1SPA-2

CLASS "B" TENSION LAP

SPA-1SPA-2

2 x [BEAM DEPTH]

SPA-1

"MIDDLE"

"TOP"

"BOTTOM"

CONC COL

(SEE PLAN AND

SCHEDULE)

CONC FLOOR BEAM

(SEE FRAMING PLAN

AND BEAM SCHEDULE)

CONC ROOF BEAM

(SEE FRAMING PLAN

AND BEAM SCHEDULE)

2 x [BEAM DEPTH]

SPA-1SPA-2

CLASS "B" TENSION LAP

SPA-1SPA-2

2 x [BEAM DEPTH]

SPA-1

"MIDDLE"

"TOP"

"BOTTOM"

EQEQ

4"

15 14

CONC PARAPET, TYP (REINF

NOT SHOWN FOR CLARITY)

1 2

T/PARAPET

SEE PLAN

T/FLOOR SLAB

SEE PLAN

T/SLAB-ON-GRADE

SEE PLAN

2" (TYP) 2" (TYP) 2" (TYP)

CONC ROOF OVERHANG,

SEE DETAIL (REINF NOT

SHOWN FOR CLARITY)

SE

E

SC

H

H -0

SE

E

SC

H

H -0

SE

E

SC

H

H -0

2" (TYP) 2" (TYP)

SP

A-

SP

A-

SP

A-

SP

A-

C

LA

SS

"B

" T

EN

SI

O

N L

AP

SP

A-

SP

A-

SP

A-

CONC COL

(SEE PLAN AND

SCHEDULE)

1" ISOLATION JOINT W/

PRE-MOLDED FILLER &

SEALANT (TYP)

SP

A-

SP

A-

SP

A-

SP

A-

C

LA

SS

"B

" T

EN

SI

O

N L

AP

SP

A-

SP

A-

SP

A-

TOF

SEE PLAN

SE

E

SC

H

H -0

SE

E

SC

H

H -0

SLOPE

(SEE PLAN)

CONC SLAB-ON-GRADE

(SEE PLAN, REINF NOT SHOWN

FOR CLARITY)

VAPOR BARRIER

6" GRAVEL (TYP)

COMPACTED SOIL

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

PL

O

T D

AT

E

IS

SU

E D

AT

E:

FI

LE

N

AM

E:

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

SO

LI

C

IT

AT

IO

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O

C O

N

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AC

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N O

/5

/2

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JA

C

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SO

N

VI

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E

D

IS

TR

IC

T

SA

N M

AR

C

O B

LV

D

JA

C K

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N

VI

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E, F

L

T.

H

A

T.

H

A

J.

G

O N

G

LI

K

J.

R

AN

EY

D . N

EL

SO

N

AM 0007

SHEET 14 OF 19

SP

EC

IA

L

M O

M

EN

T

FR

AM

E

R

EI

N F

D

ET

AI

L

C

AM

P

SA

N

TI

AG

O

, S

AL

IN

AS

, P U

ER

TO

R

IC

O

PU

ER

TO

R

IC

O A

R M

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AT

IO

N

AL

G U

AR

D

(P R

AR

N

G

C

AM

P

SA

N

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AG

O

J O

IN

T

TR

AI

N

IN

G C

EN

TE

R

TR

AN

SI

EN

T

TR

AI

N

IN

G (T

T) (P

N

8, P

N

2, P

N

9)

B

AR

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AC

K S

PR

IV

AT

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B

AR

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AC

K S

W

2E P2

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1B 3-

S-

4-

B3

U S

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M

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PH

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PH

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D

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TR

IC

T

EA

ST

P

EN

N S

Q U

AR

E

PH

IL

AD

EL

PH

IA

, P A

1/2" = 1'-0"1

SPECIAL MOMENT FRAME

(LONGITUDINAL)

SCALE:

3/4" = 1' - 0"

1' 1' 2' 3'

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

R

EV

IS

ED

I.

A .

W

. A M

EN

D

M E N

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S

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-1 1-

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SHEET ID

US Army Corps of Engineers

PL

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1 1/2" CLR

2'-0" MAX

"CLR"

1 1/2"

6'-0" MAX

(1) #5 x 4'-0", UNO

45° (MAX, TYP)

45° (MAX, TYP)

1"

6"

PER PLAN 6"

1 1/2"

1ST STAGE 2ND STAGE

3/8" = 1'-0"

SCALE:

1/2" = 1'-0"

SCALE:

SCALE:

3/4" = 1'-0"