J3 C8601-D Sheets 107-120 of 134.pdf

PDF 16 MB Posted Feb 28, 2022

Attached to: Building and Site Repairs at USCG SFO Fort Macon, NC
Solicitation number: 70Z08321BPAC13100
Issued by: Department of Homeland Security US Coast Guard

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation is for building and site repair services at the US Coast Guard facility in Fort Macon, North Carolina. The contractor shall provide all labor, materials, equipment and supervision to perform construction work in accordance with the specifications and drawings. The work includes repairs and improvements between $5 million to $10 million. As an 8(a) set-aside, only eligible small businesses with a size standard of $39.5 million may bid. The bid bond amount is 20% and must be submitted by the bid deadline of 23 March 2022. Attendance at the scheduled site visit is required, and any questions must be submitted in writing using the provided form by the same date. The bid must be received at the specified contracting office by the due date and time to be considered; postal delivery is not guaranteed as timely. The Coast Guard is the contracting agency for this solicitation.

View the file

Other files

File	Type	Posted
21PAC131 Abstract of Offers Construction.pdf	PDF	Apr 12, 2022
J13 Section 05 51 00 Metal Stairs.pdf	PDF	Mar 30, 2022
J11 Section 31 31 16.13 Chemical Termite Control.pdf	PDF	Mar 30, 2022
J12 Section 31 31 16.19 termite Control Barriers.pdf	PDF	Mar 30, 2022
J10 Site Visit Sign In Sheet March 22 2022.pdf	PDF	Mar 30, 2022
J15 C8601 D Pre alteration Hazardous Materials Survey Report REV.pdf	PDF	Mar 30, 2022
Amend 3 Q A 21PAC131 pg 2 to 10.pdf	PDF	Mar 30, 2022
J9 Site Visit Sign In Sheet March 15 2022.pdf	PDF	Mar 30, 2022
J14 Section 05 52 00 Metal Railings.pdf	PDF	Mar 30, 2022
Amend Three 21PAC131 SF30-16.pdf	PDF	Mar 30, 2022
Amend Two 21PAC131 SF30-16 032822.pdf	PDF	Mar 28, 2022
Amend One 21PAC131 SF30-16.pdf	PDF	Mar 16, 2022
Amend One pg 2 to 4 031622.pdf	PDF	Mar 16, 2022
J2 Specifications PN 11731512.pdf	PDF	Feb 28, 2022
J7 CEUC EQUIPMENT ENROLLMENT FORM.xlsx	XLSX spreadsheet	Feb 28, 2022
J4 C7003 - Reference DWG 6.pdf	PDF	Feb 28, 2022
J7 CEUC USCG APPROVED EQUIPMENT ENROLLMENT CATALOG.pdf	PDF	Feb 28, 2022
J3 C8601-D Sheets 16-30 of 134.pdf	PDF	Feb 28, 2022
J3 C8601-D Sheets 31-45 of 134.pdf	PDF	Feb 28, 2022
J4 C8540 - Reference DWG 10.pdf	PDF	Feb 28, 2022
J3 C8601-D Sheets 76-90 of 134.pdf	PDF	Feb 28, 2022
J1 SF1442 21PAC131 022822.pdf	PDF	Feb 28, 2022
J5 WD NC20220069 02252022.PDF	PDF	Feb 28, 2022
J4 C7219 - Reference DWG 7.pdf	PDF	Feb 28, 2022
J3 C8601-D Sheets 121-134 of 134.pdf	PDF	Feb 28, 2022
J3 C8601-D Sheets 91-105 of 134.pdf	PDF	Feb 28, 2022
J8 Contractor_Responsibility_Questionair_-_New.rtf	RTF text file	Feb 28, 2022
J4 C8316 - Reference DWG 9.pdf	PDF	Feb 28, 2022
J1 21PAC131 IFB pages 3 to 53.pdf	PDF	Feb 28, 2022
J4 C8600-D - Reference DWG 11.pdf	PDF	Feb 28, 2022
J3 C8601-D Sheet 106 of 134.pdf	PDF	Feb 28, 2022
J3 C8601-D Sheets 1-15 of 134.pdf	PDF	Feb 28, 2022
J4 C3840 - Reference DWG 2.pdf	PDF	Feb 28, 2022
J4 C6646 - Reference DWG 3.pdf	PDF	Feb 28, 2022
J3 C8601-D Sheets 46-60 of 134.pdf	PDF	Feb 28, 2022
J4 C050385 - Reference 1.pdf	PDF	Feb 28, 2022
J4 C7943 DWG SET Reference DWG 8.pdf	PDF	Feb 28, 2022
J5 WD NC20220062 02252022.PDF	PDF	Feb 28, 2022
J4 C6875 - Reference DWG 5.pdf	PDF	Feb 28, 2022
J7 C8601-D CZMA Consistency Letter.pdf	PDF	Feb 28, 2022
J3 C8601-D sheets 61-75 of 134.pdf	PDF	Feb 28, 2022
J6 RFI 21PAC131.docx	DOCX document	Feb 28, 2022
J4 C6827 - Reference DWG 4.pdf	PDF	Feb 28, 2022

Show all 43

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

3/24/2021

ThackrAJ Stamp

DKoons Text Box

Stamp

DKoons Text Box

DKoons

Stamp

DKoons Text Box

DKoons

Stamp

DKoons Text Box

DKoons

Stamp

DKoons Text Box

DKoons

Levengood NC

DKoons Text Box

DKoons

A Joint Venture

No. 044930

PROFESSIONAL

R.J

V I

L E

G I EN

I L R

H R

N R

RCA

EG I ET

ADE

OL I N

N WORK KEYNOTES:

1. CONNECT AIR CURTAIN TO ADJACENT LIGHTING

CIRCUIT UPSTREAM OF LIGHT SWITCH. PROVIDE 30A

FUSED DISCONNECT SWITCH WITH 10AMP FUSE,

SINGLE PHASE 2#12, #12G IN 3/4" CONDUIT TO AIR

CURTAIN.

40' 0' 40' 80'

SCALE: 1''=40'

A1 E-101J

ELECTRICAL PLAN

SCALE: 1"=40'

DocuSign Envelope ID: 054837A5-55A9-48FF-ADFC-FF8F3E4C9F8D

3/26/2021

3/24/2021

DKoons Text Box

DKoons

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text

CONSULTANTS

AutoCAD SHX Text

REVIEWED BY:

AutoCAD SHX Text

TECH. DIRECTOR

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DRAWING NUMBER

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text

REVIEWED BY:

AutoCAD SHX Text

PROJECT ENG.

AutoCAD SHX Text

APPROVING OFFICER

AutoCAD SHX Text

PROJECT NUMBER

AutoCAD SHX Text

DISCIPLINE/SHT NO

AutoCAD SHX Text

REVIEWED BY:

AutoCAD SHX Text

BRANCH CHIEF

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

EDITED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

A/E PROJECT NO:

AutoCAD SHX Text

CAD FILE NAME:

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

PLOT SCALE:

AutoCAD SHX Text

MARK

AutoCAD SHX Text

ISSUE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text

CONSULTANTS

AutoCAD SHX Text

REVIEWED BY:

AutoCAD SHX Text

TECH. DIRECTOR

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DRAWING NUMBER

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text

REVIEWED BY:

AutoCAD SHX Text

PROJECT ENG.

AutoCAD SHX Text

APPROVING OFFICER

AutoCAD SHX Text

PROJECT NUMBER

AutoCAD SHX Text

DISCIPLINE/SHT NO

AutoCAD SHX Text

REVIEWED BY:

AutoCAD SHX Text

BRANCH CHIEF

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

EDITED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

A/E PROJECT NO:

AutoCAD SHX Text

CAD FILE NAME:

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

PLOT SCALE:

AutoCAD SHX Text

MARK

AutoCAD SHX Text

ISSUE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text G

AutoCAD SHX Text U

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text D

AutoCAD SHX Text U

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text

U.S. COAST GUARD

AutoCAD SHX Text

CIVIL ENGINEERING UNIT

AutoCAD SHX Text

CLEVELAND

AutoCAD SHX Text

USCG CEU CLEVELAND

AutoCAD SHX Text

1240 EAST 9TH STREET

AutoCAD SHX Text

CLEVELAND, OH 44199-2060

AutoCAD SHX Text

AutoCAD SHX Text 6/26/2020

AutoCAD SHX Text

35% SUBMITTAL

AutoCAD SHX Text

AutoCAD SHX Text 10/30/2020

AutoCAD SHX Text

95% SUBMITTAL

AutoCAD SHX Text

AutoCAD SHX Text 12/11/2020

AutoCAD SHX Text

100% SUBMITTAL

AutoCAD SHX Text 10096-06

AutoCAD SHX Text

BUILDING AND SITE REPAIRS

AutoCAD SHX Text

CG SFO FORT MACON

AutoCAD SHX Text

ATLANTIC BEACH

AutoCAD SHX Text

A. VOLAK

AutoCAD SHX Text

M.M. BLACKBURN

AutoCAD SHX Text

G.P. LODGE

AutoCAD SHX Text

J.M. HALL, CDR

AutoCAD SHX Text 11731512

AutoCAD SHX Text 8601-D

AutoCAD SHX Text

NC FIRM LICENSE NO. F-0105

AutoCAD SHX Text A Joint Venture

AutoCAD SHX Text S-101K

AutoCAD SHX Text 1:1

AutoCAD SHX Text

ADS

AutoCAD SHX Text

JCD

AutoCAD SHX Text

JAC

AutoCAD SHX Text 1/4" = 1'-0"

AutoCAD SHX Text

PUBLIC WORKS SHED

AutoCAD SHX Text

STRUCTURAL

AutoCAD SHX Text

FOUNDATION PLAN

AutoCAD SHX Text S-101K

AutoCAD SHX Text

DRAWING KEYNOTES

AutoCAD SHX Text

1. FOR GENERAL STRUCTURAL NOTES, LEGEND, AND TECHNICAL FOR GENERAL STRUCTURAL NOTES, LEGEND, AND TECHNICAL TERMS SEE DRAWING S-001 AND S-002. 2. FOR EXISTING GRADE ELEVATIONS SEE CIVIL DRAWINGS. FOR EXISTING GRADE ELEVATIONS SEE CIVIL DRAWINGS. 3. PEMB MAIN BUILDING COLUMNS AND WIND COLUMNS TO BE PEMB MAIN BUILDING COLUMNS AND WIND COLUMNS TO BE DESIGNED BY PEMB MANUFACTURER, PRESUMED BASE REACTIONS AND COLUMN LAYOUT PROVIDED ON THIS SHEET. 4. SEE DRAWING S-301K FOR TYPICAL DETAILS, FOOTING SEE DRAWING S-301K FOR TYPICAL DETAILS, FOOTING SCHEDULE, AND PIER DETAILS. 5. ELEVATION 100'-0" IS A REFERENCE ELEVATION THAT ELEVATION 100'-0" IS A REFERENCE ELEVATION THAT CORRESPONDS TO THE FINISHED FLOOR ELEVATION OF THE BUILDING'S SLAB-ON-GRADE. REFER TO CIVIL DRAWINGS FOR REFERENCE DATUM TO NAVD88.

AutoCAD SHX Text

GENERAL DRAWING NOTES

AutoCAD SHX Text

1. THE PRE-ENGINEERED METAL BUILDING (PEMB) SYSTEMS SHALL THE PRE-ENGINEERED METAL BUILDING (PEMB) SYSTEMS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN A STATE OR POSSESSION OF THE UNITED STATES. THE PEMB SUPPLIER SHALL SUBMIT SIGNED AND SEALED CALCULATIONS AND FRAME REACTIONS TO THE CONTRACTING OFFICER WITH APPLICABLE LOADS FOR COORDINATION OF FINAL FOUNDATION DESIGN INCLUDING SIZE, LOCATION, AND REINFORCING. FOR ADDITIONAL INFORMATION REGARDING THE DESIGN OF THE PEMB SYSTEMS, REFER TO THE GENERAL STRUCTURAL NOTES ON SHEET S-002, SECTION H - PRE-ENGINEERED METAL BUILDING/COMPONENTS. 2. THE PEMB MANUFACTURER SHALL PROVIDE A SUBMITTAL THE PEMB MANUFACTURER SHALL PROVIDE A SUBMITTAL CONTAINING THE FINAL FOUNDATION REACTIONS, UTILIZING THE CODE REQUIRED LOAD COMBINATIONS AND FINAL ERECTION AND ANCHOR ROD LAYOUTS WHICH SHOW THE LOCATIONS OF WHERE THE FOUNDATION REACTIONS ARE GIVEN. THE SUBMITTAL SHALL BE SIGNED AND SEALED BY THE PROFESSIONAL ENGINEER RESPONSIBLE FOR THE SUPERSTRUCTURE DESIGN. 3. NO FOUNDATIONS SHALL BE INSTALLED UNTIL THE FINAL NO FOUNDATIONS SHALL BE INSTALLED UNTIL THE FINAL FOUNDATION REACTIONS HAVE BEEN SUBMITTED TO THE CONTRACTING OFFICER AND THE FOUNDATION AND ANCHOR ROD DESIGN HAS BEEN REVIEWED. 4. THE DESIGN OF ALL BASE PLATES ARE THE RESPONSIBILITY OF THE DESIGN OF ALL BASE PLATES ARE THE RESPONSIBILITY OF THE PEMB MANUFACTURER. BASE PLATE SIZES SHALL BE DESIGNED TO FIT ON THE FOUNDATION PIERS AS DETAILED IN THESE CONTRACT DOCUMENTS. 5. FOUNDATIONS AND ANCHOR RODS AS DETAILED IN THESE FOUNDATIONS AND ANCHOR RODS AS DETAILED IN THESE CONTRACT DOCUMENTS HAVE BEEN DESIGNED FOR THE PRELIMINARY REACTIONS PROVIDED IN THE TABLES ON THIS SHEET. ALL REACTIONS PROVIDED ARE GIVEN AS SERVICE LOADS (IE. LOADS ARE UN-FACTORED). WIND LOADS SHOWN ARE DERIVED FROM ASCE 7-16 AND HAVE BEEN REDUCED BY 0.6 OR 0.7 TO PROVIDE A SERVICE LOAD WHERE APPLICABLE.

AutoCAD SHX Text

PRELIMINARY PEMB DESIGN REACTION NOTES:

AutoCAD SHX Text

1. 8" SLAB-ON-GRADE W/ #5 @ 12 EW TOP. TOP OF CONCRETE 8" SLAB-ON-GRADE W/ #5 @ 12 EW TOP. TOP OF CONCRETE EL 100'-0". PROVIDE 10 MIL VAPOR RETARDER OVER 6" CRUSHED STONE. 2. SLAB RE-ENTRANT CORNER BARS, SEE DETAIL B4 ON DRAWING SLAB RE-ENTRANT CORNER BARS, SEE DETAIL B4 ON DRAWING S-301K.

AutoCAD SHX Text 4'

AutoCAD SHX Text 0'

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text

SCALE: 1/4''=1'-0"

AutoCAD SHX Text B2

AutoCAD SHX Text S-101K

AutoCAD SHX Text

FOUNDATION SLAB PLAN

AutoCAD SHX Text

SCALE: 1/4"=1'-0"

AutoCAD SHX Text C1

AutoCAD SHX Text S-301K

AutoCAD SHX Text

8" GIRT

AutoCAD SHX Text

8" GIRT

AutoCAD SHX Text

8" GIRT

AutoCAD SHX Text

8" GIRT

AutoCAD SHX Text

CNJ

AutoCAD SHX Text

CNJ

AutoCAD SHX Text

CNJ

AutoCAD SHX Text F5.0/P-1

AutoCAD SHX Text 100'-0"

AutoCAD SHX Text 97'-4"

AutoCAD SHX Text

CNJ

AutoCAD SHX Text F4.5

AutoCAD SHX Text 99'-4"

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

(TYP 3 PL)

AutoCAD SHX Text F7.0/P-1

AutoCAD SHX Text 100'-0"

AutoCAD SHX Text 97'-4"

AutoCAD SHX Text

(TYP 6 PL)

AutoCAD SHX Text

CNJ

AutoCAD SHX Text

PRELIMINARY PRE-ENGINEERED METAL

AutoCAD SHX Text P1

AutoCAD SHX Text V1x

AutoCAD SHX Text V1y

AutoCAD SHX Text P2

AutoCAD SHX Text V2x

AutoCAD SHX Text V2y

AutoCAD SHX Text

PRELIMINARY PEMB DESIGN REACTIONS CORNER COLUMNS A-1, A-5, E-1 AND E-5

AutoCAD SHX Text

REACTION

AutoCAD SHX Text

LOAD CASE

AutoCAD SHX Text

DL (KIPS)

AutoCAD SHX Text

LL (KIPS)

AutoCAD SHX Text LLr (KIPS)

AutoCAD SHX Text Wy (KIPS)

AutoCAD SHX Text Wx (KIPS)

AutoCAD SHX Text Ey (KIPS)

AutoCAD SHX Text Ex (KIPS)

AutoCAD SHX Text P1

AutoCAD SHX Text 7.9

AutoCAD SHX Text

AutoCAD SHX Text 1.9

AutoCAD SHX Text 1.1/-2.7

AutoCAD SHX Text 2.7/-5.7

AutoCAD SHX Text (±)0.1

AutoCAD SHX Text (±)0.7

AutoCAD SHX Text V1x

AutoCAD SHX Text (±)0.4

AutoCAD SHX Text

AutoCAD SHX Text (±)0.2

AutoCAD SHX Text (±)0.3

AutoCAD SHX Text (±)3.6

AutoCAD SHX Text (±)0.1

AutoCAD SHX Text (±)0.4

AutoCAD SHX Text V1y

AutoCAD SHX Text

AutoCAD SHX Text (±)1.2

AutoCAD SHX Text (±)0.1

AutoCAD SHX Text (±)0.2

AutoCAD SHX Text (±)0.1

AutoCAD SHX Text P2

AutoCAD SHX Text 9.1

AutoCAD SHX Text 3.9

AutoCAD SHX Text 1.9

AutoCAD SHX Text 1.1/-2.7

AutoCAD SHX Text 2.7/-5.7

AutoCAD SHX Text (±)0.1

AutoCAD SHX Text (±)0.7

AutoCAD SHX Text V2x

AutoCAD SHX Text (±)0.4

AutoCAD SHX Text

AutoCAD SHX Text (±)0.2

AutoCAD SHX Text (±)0.3

AutoCAD SHX Text (±)3.6

AutoCAD SHX Text (±)0.1

AutoCAD SHX Text (±)0.4

AutoCAD SHX Text V2y

AutoCAD SHX Text

AutoCAD SHX Text (±)1.2

AutoCAD SHX Text (±)0.1

AutoCAD SHX Text (±)0.2

AutoCAD SHX Text (±)0.1

AutoCAD SHX Text PRELIMINARY PEMB DESIGN REACTIONS - MAIN BUILDING COLUMNS WITH SOLDIER COLUMNS A-2, A-3, E-2 AND E-3

AutoCAD SHX Text

REACTION

AutoCAD SHX Text

LOAD CASE

AutoCAD SHX Text

DL (KIPS)

AutoCAD SHX Text

LL (KIPS)

AutoCAD SHX Text LLr (KIPS)

AutoCAD SHX Text Wy (KIPS)

AutoCAD SHX Text Wx (KIPS)

AutoCAD SHX Text Ey (KIPS)

AutoCAD SHX Text Ex (KIPS)

AutoCAD SHX Text P1

AutoCAD SHX Text 13.8

AutoCAD SHX Text

AutoCAD SHX Text 3.8

AutoCAD SHX Text 7.3/-9.7

AutoCAD SHX Text 2.6/-8.7

AutoCAD SHX Text (±)2.7

AutoCAD SHX Text (±)0.8

AutoCAD SHX Text V1x

AutoCAD SHX Text (±)0.9

AutoCAD SHX Text

AutoCAD SHX Text (±)0.5

AutoCAD SHX Text (±)0.6

AutoCAD SHX Text (±)6.0

AutoCAD SHX Text (±)0.1

AutoCAD SHX Text (±)0.5

AutoCAD SHX Text V1y

AutoCAD SHX Text

AutoCAD SHX Text (±)2.2

AutoCAD SHX Text (±)0.2

AutoCAD SHX Text (±)1.0

AutoCAD SHX Text (±)0.1

AutoCAD SHX Text P2

AutoCAD SHX Text 16.2

AutoCAD SHX Text 9.3

AutoCAD SHX Text 3.8

AutoCAD SHX Text 7.3/-9.7

AutoCAD SHX Text 2.6/-8.7

AutoCAD SHX Text (±)2.7

AutoCAD SHX Text (±)0.8

AutoCAD SHX Text V2x

AutoCAD SHX Text (±)0.9

AutoCAD SHX Text

AutoCAD SHX Text (±)0.5

AutoCAD SHX Text (±)0.6

AutoCAD SHX Text (±)6.0

AutoCAD SHX Text (±)0.1

AutoCAD SHX Text (±)0.5

AutoCAD SHX Text V2y

AutoCAD SHX Text

AutoCAD SHX Text (±)2.2

AutoCAD SHX Text (±)0.2

AutoCAD SHX Text (±)1.0

AutoCAD SHX Text (±)0.1

AutoCAD SHX Text

PRELIMINARY PEMB DESIGN REACTIONS WIND COLUMNS B-1, B-5, D-1 AND D-5

AutoCAD SHX Text

REACTION

AutoCAD SHX Text

LOAD CASE

AutoCAD SHX Text

DL (KIPS)

AutoCAD SHX Text

LL (KIPS)

AutoCAD SHX Text LLr (KIPS)

AutoCAD SHX Text Wy (KIPS)

AutoCAD SHX Text Wx (KIPS)

AutoCAD SHX Text Ey (KIPS)

AutoCAD SHX Text Ex (KIPS)

AutoCAD SHX Text P3

AutoCAD SHX Text 5.5

AutoCAD SHX Text 6.5

AutoCAD SHX Text

AutoCAD SHX Text V3x

AutoCAD SHX Text

AutoCAD SHX Text (±)0.7

AutoCAD SHX Text

AutoCAD SHX Text (±)0.2

AutoCAD SHX Text V3y

AutoCAD SHX Text

AutoCAD SHX Text (±)1.9

AutoCAD SHX Text

AutoCAD SHX Text (±)0.2

AutoCAD SHX Text

AutoCAD SHX Text B4

AutoCAD SHX Text S-101K

AutoCAD SHX Text

BUILDING DESIGN REACTION DIAGRAM

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

TYP

AutoCAD SHX Text P3

AutoCAD SHX Text V3x

AutoCAD SHX Text V3y

AutoCAD SHX Text

RE-ENTRANT BARS SEE KEYNOTE 2 (TYP)

AutoCAD SHX Text

PEMB MAIN BLDG COL W/ SOLDIER COL (TYP 4 PLA)

AutoCAD SHX Text

PEMB WIND COL (TYP 4 PLA)

AutoCAD SHX Text

PEMB MAIN BLDG COL (TYP 2 PLA)

AutoCAD SHX Text

PEMB MAIN BLDG CORNER COL (TYP 4 PLA)

AutoCAD SHX Text

PRELIMINARY PEMB DESIGN REACTIONS - MEZZANINE COLUMNS C-2, C-3 AND C-4

AutoCAD SHX Text

REACTION

AutoCAD SHX Text

LOAD CASE

AutoCAD SHX Text

DL (KIPS)

AutoCAD SHX Text

LL (KIPS)

AutoCAD SHX Text LLr (KIPS)

AutoCAD SHX Text Wy (KIPS)

AutoCAD SHX Text Wx (KIPS)

AutoCAD SHX Text Ey (KIPS)

AutoCAD SHX Text Ex (KIPS)

AutoCAD SHX Text P3

AutoCAD SHX Text 5.5

AutoCAD SHX Text 18.5

AutoCAD SHX Text

AutoCAD SHX Text V3x

AutoCAD SHX Text

AutoCAD SHX Text V3y

AutoCAD SHX Text

IJ (TYP)

AutoCAD SHX Text

PEMB MEZZANINE COL (TYP 3 PLA)

AutoCAD SHX Text F8.0/P-1

AutoCAD SHX Text 100'-0"

AutoCAD SHX Text 97'-4"

AutoCAD SHX Text F8.0/P-1

AutoCAD SHX Text 100'-0"

AutoCAD SHX Text 97'-4"

AutoCAD SHX Text F8.0/P-1

AutoCAD SHX Text 100'-0"

AutoCAD SHX Text 97'-4"

AutoCAD SHX Text F8.0/P-1

AutoCAD SHX Text 100'-0"

AutoCAD SHX Text 97'-4"

AutoCAD SHX Text

PRELIMINARY PEMB DESIGN REACTIONS - MAIN BUILDING COLUMNS A-4 AND E-4

AutoCAD SHX Text

REACTION

AutoCAD SHX Text

LOAD CASE

AutoCAD SHX Text

DL (KIPS)

AutoCAD SHX Text

LL (KIPS)

AutoCAD SHX Text LLr (KIPS)

AutoCAD SHX Text Wy (KIPS)

AutoCAD SHX Text Wx (KIPS)

AutoCAD SHX Text Ey (KIPS)

AutoCAD SHX Text Ex (KIPS)

AutoCAD SHX Text P1

AutoCAD SHX Text 11.0

AutoCAD SHX Text

AutoCAD SHX Text 3.2

AutoCAD SHX Text 1.6/-4.3

AutoCAD SHX Text 1.3/-6.1

AutoCAD SHX Text (±)0.1

AutoCAD SHX Text (±)0.7

AutoCAD SHX Text V1x

AutoCAD SHX Text (±)0.6

AutoCAD SHX Text

AutoCAD SHX Text (±)0.3

AutoCAD SHX Text (±)0.5

AutoCAD SHX Text (±)5.2

AutoCAD SHX Text (±)0.1

AutoCAD SHX Text (±)0.4

AutoCAD SHX Text V1y

AutoCAD SHX Text

AutoCAD SHX Text (±)0.3

AutoCAD SHX Text (±)0.1

AutoCAD SHX Text (±)0.2

AutoCAD SHX Text (±)0.1

AutoCAD SHX Text P2

AutoCAD SHX Text 13.2

AutoCAD SHX Text 8.5

AutoCAD SHX Text 3.2

AutoCAD SHX Text 1.6/-4.3

AutoCAD SHX Text 1.3/-6.1

AutoCAD SHX Text (±)0.1

AutoCAD SHX Text (±)0.7

AutoCAD SHX Text V2x

AutoCAD SHX Text (±)0.6

AutoCAD SHX Text

AutoCAD SHX Text (±)0.3

AutoCAD SHX Text (±)0.5

AutoCAD SHX Text (±)5.2

AutoCAD SHX Text (±)0.1

AutoCAD SHX Text (±)0.4

AutoCAD SHX Text V2y

AutoCAD SHX Text

AutoCAD SHX Text (±)0.3

AutoCAD SHX Text (±)0.1

AutoCAD SHX Text (±)0.2

AutoCAD SHX Text (±)0.1

AutoCAD SHX Text F5.0/P-1

AutoCAD SHX Text 100'-0"

AutoCAD SHX Text 97'-4"

DKoons Text Box

DKoons

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text

CONSULTANTS

AutoCAD SHX Text

REVIEWED BY:

AutoCAD SHX Text

TECH. DIRECTOR

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DRAWING NUMBER

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text

REVIEWED BY:

AutoCAD SHX Text

PROJECT ENG.

AutoCAD SHX Text

APPROVING OFFICER

AutoCAD SHX Text

PROJECT NUMBER

AutoCAD SHX Text

DISCIPLINE/SHT NO

AutoCAD SHX Text

REVIEWED BY:

AutoCAD SHX Text

BRANCH CHIEF

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

EDITED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

A/E PROJECT NO:

AutoCAD SHX Text

CAD FILE NAME:

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

PLOT SCALE:

AutoCAD SHX Text

MARK

AutoCAD SHX Text

ISSUE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text

CONSULTANTS

AutoCAD SHX Text

REVIEWED BY:

AutoCAD SHX Text

TECH. DIRECTOR

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DRAWING NUMBER

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text

REVIEWED BY:

AutoCAD SHX Text

PROJECT ENG.

AutoCAD SHX Text

APPROVING OFFICER

AutoCAD SHX Text

PROJECT NUMBER

AutoCAD SHX Text

DISCIPLINE/SHT NO

AutoCAD SHX Text

REVIEWED BY:

AutoCAD SHX Text

BRANCH CHIEF

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

EDITED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

A/E PROJECT NO:

AutoCAD SHX Text

CAD FILE NAME:

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

PLOT SCALE:

AutoCAD SHX Text

MARK

AutoCAD SHX Text

ISSUE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text G

AutoCAD SHX Text U

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text D

AutoCAD SHX Text U

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text

U.S. COAST GUARD

AutoCAD SHX Text

CIVIL ENGINEERING UNIT

AutoCAD SHX Text

CLEVELAND

AutoCAD SHX Text

USCG CEU CLEVELAND

AutoCAD SHX Text

1240 EAST 9TH STREET

AutoCAD SHX Text

CLEVELAND, OH 44199-2060

AutoCAD SHX Text

AutoCAD SHX Text 6/26/2020

AutoCAD SHX Text

35% SUBMITTAL

AutoCAD SHX Text

AutoCAD SHX Text 10/30/2020

AutoCAD SHX Text

95% SUBMITTAL

AutoCAD SHX Text

AutoCAD SHX Text 12/11/2020

AutoCAD SHX Text

100% SUBMITTAL

AutoCAD SHX Text 10096-06

AutoCAD SHX Text

BUILDING AND SITE REPAIRS

AutoCAD SHX Text

CG SFO FORT MACON

AutoCAD SHX Text

ATLANTIC BEACH

AutoCAD SHX Text

A. VOLAK

AutoCAD SHX Text

M.M. BLACKBURN

AutoCAD SHX Text

G.P. LODGE

AutoCAD SHX Text

J.M. HALL, CDR

AutoCAD SHX Text 11731512

AutoCAD SHX Text 8601-D

AutoCAD SHX Text

NC FIRM LICENSE NO. F-0105

AutoCAD SHX Text A Joint Venture

AutoCAD SHX Text S-102K

AutoCAD SHX Text 1:1

AutoCAD SHX Text

ADS

AutoCAD SHX Text

JCD

AutoCAD SHX Text

JAC

AutoCAD SHX Text 1/4" = 1'-0"

AutoCAD SHX Text

PUBLIC WORKS SHED

AutoCAD SHX Text

STRUCTURAL

AutoCAD SHX Text

MEZZANINE FRAMING PLAN

AutoCAD SHX Text S-102K

AutoCAD SHX Text

1. FOR GENERAL STRUCTURAL NOTES, LEGEND, AND TECHNICAL FOR GENERAL STRUCTURAL NOTES, LEGEND, AND TECHNICAL TERMS SEE DRAWING S-001 AND S-002. 2. STEEL FRAMING CONFIGURATION IS PRELIMINARY. THE PEMB STEEL FRAMING CONFIGURATION IS PRELIMINARY. THE PEMB MANUFACTURER/ENGINEER SHALL DESIGN AND PROVIDE ALL STEEL FRAMING. 3. ELEVATION 100'-0" IS A REFERENCE ELEVATION THAT ELEVATION 100'-0" IS A REFERENCE ELEVATION THAT CORRESPONDS TO THE FINISHED FLOOR ELEVATION OF THE BUILDING'S SLAB-ON-GRADE. REFER TO CIVIL DRAWINGS FOR REFERENCE DATUM TO NAVD88.

AutoCAD SHX Text

GENERAL DRAWING NOTES

AutoCAD SHX Text 4'

AutoCAD SHX Text 0'

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text

SCALE: 1/4''=1'-0"

AutoCAD SHX Text B1

AutoCAD SHX Text S-102K

AutoCAD SHX Text

MEZZANINE LEVEL FRAMING PLAN

AutoCAD SHX Text

SCALE: 1/4"=1'-0"

AutoCAD SHX Text

CANT

AutoCAD SHX Text

CANT

AutoCAD SHX Text TOP OF MEZZANINE EL 111'-1", TOP OF STEEL (-1 1/4") UNLESS NOTED) GRATING SHALL BE NON-SERRATED GALV STEEL WITH 1 1/4"x3/16" BEARING BARS AT 1 3/16" O.C. WITH CROSS BARS AT 4"O.C. UNLESS NOTED. SEE DETAIL A4/S-301K FOR TYPICAL GRATING CONNECTION DETAIL.

AutoCAD SHX Text

GRATING

AutoCAD SHX Text

SPAN

AutoCAD SHX Text

ABRASIVE NOSING AT GRATING (TYP)

AutoCAD SHX Text

BUILDING COLUMNS

AutoCAD SHX Text

COL (TYP)

AutoCAD SHX Text

EDGE OF GRATING (TYP)

AutoCAD SHX Text

WIDE FLANGE STEEL BEAMS AND GIRDERS (TYP)

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

8" GIRT

AutoCAD SHX Text

8" GIRT

AutoCAD SHX Text

8" GIRT

AutoCAD SHX Text

8" GIRT

AutoCAD SHX Text

1'-0" GIRT

AutoCAD SHX Text

1'-0" GIRT

AutoCAD SHX Text

1'-0" GIRT

AutoCAD SHX Text

1'-0" GIRT

AutoCAD SHX Text

CANT

DKoons Text Box

DKoons

CONTRACTION JOINT (CNJ)

AutoCAD SHX Text

CONSTRUCTION JOINT (CJ)

AutoCAD SHX Text

ISOLATION JOINT (IJ)

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text

CONSULTANTS

AutoCAD SHX Text

REVIEWED BY:

AutoCAD SHX Text

TECH. DIRECTOR

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DRAWING NUMBER

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text

REVIEWED BY:

AutoCAD SHX Text

PROJECT ENG.

AutoCAD SHX Text

APPROVING OFFICER

AutoCAD SHX Text

PROJECT NUMBER

AutoCAD SHX Text

DISCIPLINE/SHT NO

AutoCAD SHX Text

REVIEWED BY:

AutoCAD SHX Text

BRANCH CHIEF

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

EDITED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

A/E PROJECT NO:

AutoCAD SHX Text

CAD FILE NAME:

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

PLOT SCALE:

AutoCAD SHX Text

MARK

AutoCAD SHX Text

ISSUE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text

CONSULTANTS

AutoCAD SHX Text

REVIEWED BY:

AutoCAD SHX Text

TECH. DIRECTOR

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DRAWING NUMBER

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text

REVIEWED BY:

AutoCAD SHX Text

PROJECT ENG.

AutoCAD SHX Text

APPROVING OFFICER

AutoCAD SHX Text

PROJECT NUMBER

AutoCAD SHX Text

DISCIPLINE/SHT NO

AutoCAD SHX Text

REVIEWED BY:

AutoCAD SHX Text

BRANCH CHIEF

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

EDITED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

A/E PROJECT NO:

AutoCAD SHX Text

CAD FILE NAME:

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

PLOT SCALE:

AutoCAD SHX Text

MARK

AutoCAD SHX Text

ISSUE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text G

AutoCAD SHX Text U

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text D

AutoCAD SHX Text U

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text

U.S. COAST GUARD

AutoCAD SHX Text

CIVIL ENGINEERING UNIT

AutoCAD SHX Text

CLEVELAND

AutoCAD SHX Text

USCG CEU CLEVELAND

AutoCAD SHX Text

1240 EAST 9TH STREET

AutoCAD SHX Text

CLEVELAND, OH 44199-2060

AutoCAD SHX Text

AutoCAD SHX Text 6/26/2020

AutoCAD SHX Text

35% SUBMITTAL

AutoCAD SHX Text

AutoCAD SHX Text 10/30/2020

AutoCAD SHX Text

95% SUBMITTAL

AutoCAD SHX Text

AutoCAD SHX Text 12/11/2020

AutoCAD SHX Text

100% SUBMITTAL

AutoCAD SHX Text 10096-06

AutoCAD SHX Text

BUILDING AND SITE REPAIRS

AutoCAD SHX Text

CG SFO FORT MACON

AutoCAD SHX Text

ATLANTIC BEACH

AutoCAD SHX Text

A. VOLAK

AutoCAD SHX Text

M.M. BLACKBURN

AutoCAD SHX Text

G.P. LODGE

AutoCAD SHX Text

J.M. HALL, CDR

AutoCAD SHX Text 11731512

AutoCAD SHX Text 8601-D

AutoCAD SHX Text

NC FIRM LICENSE NO. F-0105

AutoCAD SHX Text A Joint Venture

AutoCAD SHX Text S-301K

AutoCAD SHX Text 1:1

AutoCAD SHX Text

ADS

AutoCAD SHX Text

JCD

AutoCAD SHX Text

JAC

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

PUBLIC WORKS SHED

AutoCAD SHX Text

STRUCTURAL

AutoCAD SHX Text

SECTIONS & DETAILS

AutoCAD SHX Text S-301K

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 0'

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text

SCALE: 1/2''=1'-0"

AutoCAD SHX Text C1

AutoCAD SHX Text S-101K

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

SCALE: 1/2"=1'-0"

AutoCAD SHX Text

6" CRUSHED STONE

AutoCAD SHX Text

#5 @ 12 EW TOP

AutoCAD SHX Text

(2) #5 CONT

AutoCAD SHX Text

TOP OF SLAB EL = 100'-0"

AutoCAD SHX Text GALVANIZED L4x4x WITH " ADHESIVE 38 WITH " ADHESIVE 12" ADHESIVEANCHORS @ 24" OC (4 " MIN EMBED). 12" MIN EMBED). OMIT AT DOOR OPENINGS. COORDINATE WITH PEMB MANUFACTURER.

AutoCAD SHX Text #5 @ 12

AutoCAD SHX Text

FINISH GRADE SEE CIVIL

AutoCAD SHX Text

ISOLATION JOINT 30# FELT (TYP)

AutoCAD SHX Text

CONSTRUCTION JOINT (CJ) OR CONSTRUCTION JOINT (CNJ) (TYP)

AutoCAD SHX Text

CONCRETE PIER

AutoCAD SHX Text

SLAB RE-ENTRANT CORNER REINFORCING BARS, SEE DETAIL B4 ON THIS DRAWING, TYP

AutoCAD SHX Text B1

AutoCAD SHX Text

TYPICAL ISOLATION JOINT DETAIL

AutoCAD SHX Text

SCALE: NONE

AutoCAD SHX Text

FOOTING AND ANCHOR ROD SCHEDULE

AutoCAD SHX Text

MARK

AutoCAD SHX Text

ANCHORROD TYPE

AutoCAD SHX Text SIZE LxWxT

AutoCAD SHX Text

BOTTOM BARS (EW)

AutoCAD SHX Text

TOP BARS (EW)

AutoCAD SHX Text F4.5

AutoCAD SHX Text

AR-1

AutoCAD SHX Text 4'-6" x 4'-6" x 1'-0"

AutoCAD SHX Text

(5) - #5

AutoCAD SHX Text

AutoCAD SHX Text F5.0

AutoCAD SHX Text

AR-1

AutoCAD SHX Text 5'-0" x 5'-0" x 1'-0"

AutoCAD SHX Text

(5) - #5

AutoCAD SHX Text

(5) - #5

AutoCAD SHX Text F7.0

AutoCAD SHX Text

AR-2

AutoCAD SHX Text 7'-0" x 7'-0" x 1'-6"

AutoCAD SHX Text

(7) - #5

AutoCAD SHX Text

(7) - #5

AutoCAD SHX Text F8.0

AutoCAD SHX Text

AR-2

AutoCAD SHX Text 8'-0" x 8'-0" x 1'-6"

AutoCAD SHX Text

(8) - #5

AutoCAD SHX Text

(8) - #5

AutoCAD SHX Text NOTES: 1. FOOTINGS ARE LOCATED ON CENTERLINE OF COLUMNS (UNLESS NOTED). 2. SEE ANCHOR ROD DETAILS, A3 ON THIS DRAWING.

AutoCAD SHX Text C3

AutoCAD SHX Text S-101K

AutoCAD SHX Text

PIER P-1 DETAIL

AutoCAD SHX Text

SCALE: NONE

AutoCAD SHX Text

PRELIMINARY ANCHOR ROD SET (SEE SCHEDULE)

AutoCAD SHX Text

CL COL

AutoCAD SHX Text

CL COL

AutoCAD SHX Text

#3 TIE SETS @ 9", 2 TIES PER SET

AutoCAD SHX Text NOTE: ANCHOR ROD QUANTITY, SIZES. DIMENSIONS AND EMBEDMENT ARE PRELIMINARY ONLY. FINAL ANCHOR ROD DESIGNS SHALL BE COORDINATED WITH THE FINAL PRE-ENGINEERED BUILDING (PEMB) DESIGN. FOR ADDITIONAL INFORMATION REFER TO THE PEMB GENERAL STRUCTURAL NOTES ON DRAWING S-001.

AutoCAD SHX Text

TOP OF CONCRETE

AutoCAD SHX Text A3

AutoCAD SHX Text S-301K

AutoCAD SHX Text

ANCHOR ROD DETAILS

AutoCAD SHX Text

SCALE: NONE

AutoCAD SHX Text

BATTER THREADS EACH SIDE OF NUT

AutoCAD SHX Text B4

AutoCAD SHX Text

RE-ENTRANT CORNER DETAIL

AutoCAD SHX Text

SCALE: NONE

AutoCAD SHX Text

CL COLUMN BY PEMB MFR (SEE PLAN FOR ORIENTATION)

AutoCAD SHX Text

ISOLATION JOINT (TYP)

AutoCAD SHX Text

TOP OF SLAB AND PIER EL (SEE PLAN)

AutoCAD SHX Text

1" NON-SHRINK NON-METALLIC GROUT

AutoCAD SHX Text ANCHOR RODS, W/ NUTS & HEAVY WASHER. SEE PEMB MFR FOR LOCATION. WHERE PIERS ARE SHORT AND NORMAL EMBEDMENT IS NOT POSSIBLE, EMBED ANCHOR BOLTS IN FOOTING USING A DOUBLE SETTING TEMPLATE.

AutoCAD SHX Text

(3) TIES TOP @ 2" OC

AutoCAD SHX Text

TIE OR TIE SET

AutoCAD SHX Text

ROUGHEN CONCRETE

AutoCAD SHX Text

FOR PIER AND FOOTING REINF SEE SCHEDULE AND PIER DETAIL C3 ON THIS DRAWING

AutoCAD SHX Text

ACI STD HOOK

AutoCAD SHX Text B2

AutoCAD SHX Text

TYPICAL PIER AND FOOTING DETAIL

AutoCAD SHX Text

SCALE: NONE

AutoCAD SHX Text NOTE: WHERE PIER HEIGHT IS LESS THAN 5'-0", EXTEND DOWELS TO TOP OF PIER IN LIEU OF PROVIDING SEPARATE VERTICAL BARS.

AutoCAD SHX Text A1

AutoCAD SHX Text

TYPICAL SLAB-ON-GRADE DETAIL

AutoCAD SHX Text

SCALE: NONE

AutoCAD SHX Text NOTES: CONTRACTION JOINTS SHALL BE SAW CUT. CONSTRUCTION JOINTS MAY BE SUBSTITUTED FOR CONTRACTION JOINTS AT CONTRACTOR'S OPTION. FOR LOCATION OF JOINTS SEE SLAB PLANS. REINFORCING SUPPORT SPACING @ 3'-0" OC EACH WAY OVER ENTIRE SLAB AREA UNLESS NOTED. SPACING OF CONTRACTION JOINTS SHALL NOT EXCEED 15'-0" IN EITHER DIRECTION.

AutoCAD SHX Text

FILL WITH FLEXIBLE SEALANT

AutoCAD SHX Text

EL (SEE PLAN)

AutoCAD SHX Text

VAPOR RETARDER

AutoCAD SHX Text

6" CRUSHED STONE

AutoCAD SHX Text

VAPOR RETARDER

AutoCAD SHX Text

FILL WITH FLEXIBLE SEALANT

AutoCAD SHX Text 34" x 1'-6" LONG SMOOTH DOWELS@ 1'-0" OC, COAT W/ GREASE

AutoCAD SHX Text

VAPOR RETARDER

AutoCAD SHX Text

30# BUILDING FELT (BOND BREAKER)

AutoCAD SHX Text

WALL COLUMN OR EQUIPMENT FOUNDATION

AutoCAD SHX Text

TURNED UP VAPOR RETARDER

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

CONSTRUCTION JOINT (CJ) OR CONTRACTION JOINT (CNJ) (TYP)

AutoCAD SHX Text

ISOLATION JOINT 30# FELT (TYP)

AutoCAD SHX Text

POUR COLUMN ENCASEMENT AFTER COLUMN AND SLAB ARE INSTALLED

AutoCAD SHX Text

FOR FOOTING REINF SEE SCHEDULE ON THIS DRAWING

AutoCAD SHX Text

ISOLATION JOINT (TYP)

AutoCAD SHX Text

1" NON-SHRINK NON-METALLIC GROUT

AutoCAD SHX Text

34" ANCHOR BOLTS, W/ NUTS& HEAVY WASHER. SEE PEMB MFR FOR LOCATION.

AutoCAD SHX Text

TOP OF SLAB (SEE PLAN)

AutoCAD SHX Text

TOP OF FDN (SEE PLAN)

AutoCAD SHX Text

3" CLR

AutoCAD SHX Text

3" CLR

AutoCAD SHX Text B3

AutoCAD SHX Text

COLUMN FOOTING DETAIL

AutoCAD SHX Text

SCALE: NONE

AutoCAD SHX Text C4

AutoCAD SHX Text

ISOLATION JOINT DETAIL

AutoCAD SHX Text

SCALE: NONE

AutoCAD SHX Text

TYPICAL INTERIOR COLUMN

AutoCAD SHX Text

AR-1

AutoCAD SHX Text

TOP OF CONCRETE

AutoCAD SHX Text

BATTER THREADS EACH SIDE OF NUT

AutoCAD SHX Text

AR-2

AutoCAD SHX Text

TYPICAL SLAB

AutoCAD SHX Text

TYPICAL INTERIOR

AutoCAD SHX Text

SADDLE CLIP SUPPLIED BY GRATING MANUFACTURER (4 PER PANEL)

AutoCAD SHX Text

SUPPORT SREEL

AutoCAD SHX Text

STUD BOLT, WASHER AND NUT SUPPLIED BY ERECTOR

AutoCAD SHX Text

BANDING

AutoCAD SHX Text NOTE: STUD BOLT FIELD WELDED TO SUPPORTING MEMBER. MACHINE BOLT MAY BE USED IN PLACE OF STUD BOLT IF SUPPORT STEEL IS DRILLED AND TAPPED IN FIELD.

AutoCAD SHX Text A4

AutoCAD SHX Text S-102K

AutoCAD SHX Text

CONNECTION DETAIL

AutoCAD SHX Text

SCALE: NONE

AutoCAD SHX Text

TYPICAL GRATING

DKoons Text Box

DKoons

Stamp

DKoons Text Box

DKoons

Stamp

DKoons Text Box

DKoons

Stamp

DKoons Text Box

DKoons

Stamp

DKoons Text Box

DKoons

File details come from the government source that posted it. Updated Feb 28, 2022.