J3 C8601-D Sheets 91-105 of 134.pdf

PDF 21 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. Questions are due by the same date using the request for information form in the solicitation. The contractor must attend the scheduled site visits and submit the bid to the Coast Guard contracting office by the specified time and date. Late bids or delivery to the wrong location will not be accepted. The Department of Homeland Security Coast Guard is the issuing agency.

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3/24/2021

ThackrAJ Levengood NC

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DEMOLITION KEYNOTES:

1. DISCONNECT ELECTRICAL CIRCUIT FROM

DEMOLISHED OVERHEAD DOOR.

WORK KEYNOTES:

1. PROVIDE 30A/15A/2/1 FUSED DISCONNECT SWITCH

ADJACENT TO DOOR MOTOR FOR NEW OVERHEAD

DOOR. CONNECT EXISTING CIRCUIT TO DISCONNECT

SWITCH. PROVIDE (2) #12, #12 GND IN 3/4" CONDUIT

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3/24/2021

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Levengood NC

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U.S. COAST GUARD

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CIVIL ENGINEERING UNIT

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CLEVELAND

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USCG CEU CLEVELAND

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1240 EAST 9TH STREET

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CLEVELAND, OH 44199-2060

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AutoCAD SHX Text 6/26/2020

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35% SUBMITTAL

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BUILDING AND SITE REPAIRS

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CG SFO FORT MACON

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ATLANTIC BEACH

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A. VOLAK

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M.M. BLACKBURN

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G.P. LODGE

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J.M. HALL, CDR

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NC FIRM LICENSE NO. F-0105

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1. FOR GENERAL STRUCTURAL NOTES, LEGEND, AND FOR GENERAL STRUCTURAL NOTES, LEGEND, AND TECHNICAL TERMS SEE DRAWING S-001 AND S-002. 2. ALL DIMENSIONS SHOWN ARE APPROXIMATE. CONTRACTOR ALL DIMENSIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, EXISTING CONDITIONS, AND QUANTITIES 3. REFER TO CIVIL DRAWINGS FOR ELEVATION REFERENCE REFER TO CIVIL DRAWINGS FOR ELEVATION REFERENCE DATUM TO NAVD88.

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1. DEMOLISH ALL 2x CANOPY FRAMING (RAFTERS, COLLAR TIES, DEMOLISH ALL 2x CANOPY FRAMING (RAFTERS, COLLAR TIES, RIDGE BEAM, SOFFIT/EAVE FRAMING, ETC) AND ROOF SHEATHING COMPLETE OVER BUILDING ENTRANCE. 2. DEMOLISH ALL 2x OVERBUILD FRAMING AND OVERBUILD DEMOLISH ALL 2x OVERBUILD FRAMING AND OVERBUILD SHEATHING COMPLETE ABOVE EXISTING ROOF FRAMING AND SHEATHING TO REMAIN. 3. DEMOLISH EXISTING (2) 2x10. DO NOT DAMAGE EXISTING DEMOLISH EXISTING (2) 2x10. DO NOT DAMAGE EXISTING STEEL POST AND CAP PL WITHIN EXTERIOR BRICK PIER BELOW.

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EXIST ROOF FRAMING AND SHEATHING TO REMAIN

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REMOVE AND DISCARD EXIST STRAP TIE

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EXIST LEDGER TO REMAIN

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AutoCAD SHX Text EXIST L5x3 NS & FS OF (2) 2x10, W/ (2) 3/4" DIA THRU-BOLTS. REMOVE AND DISCARD EXIST THRU-BOLTS W/ EXIST L5x3 TO REMAIN

AutoCAD SHX Text EXISTING FRAMING INFORMATION IS BASED ON EXISTING DRAWING DETAILS FOR SIMILAR CANOPY ADDITION. REFERENCE EXISTING DRAWING SHEETS A-17 AND A-27 FROM APPLEGATE ARCHITECTS, DATED 07/09/93, COAST GUARD CONTRACT NUMBER 05-03-85. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CONTRACTING OFFICER IF THE EXISTING, AS-BUILT FRAMING VARIES FROM THIS DETAIL AS SHOWN.

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EXIST STEEL PIPE POST W/ CAP PL BELOW (TO REMAIN)

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EXIST STEEL PIPE POST W/ CAP PL BELOW (TO REMAIN)

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U.S. COAST GUARD

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CIVIL ENGINEERING UNIT

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CLEVELAND

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CLEVELAND, OH 44199-2060

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BUILDING AND SITE REPAIRS

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CG SFO FORT MACON

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ATLANTIC BEACH

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A. VOLAK

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M.M. BLACKBURN

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G.P. LODGE

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J.M. HALL, CDR

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NC FIRM LICENSE NO. F-0105

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1. 2x6 COLLAR-TIES @ 16" OC MAX. 2x6 COLLAR-TIES @ 16" OC MAX. 2. (2) 2x10 W/ 2x4 TOP PL (RIPPED TO 3" WIDTH). (2) 2x10 W/ 2x4 TOP PL (RIPPED TO 3" WIDTH). 3. (2) 2x4 RIDGE POST AT CENTER OF DOUBLE COLLAR-TIE. (2) 2x4 RIDGE POST AT CENTER OF DOUBLE COLLAR-TIE. 4. (2) 2x6 BEAM. (2) 2x6 BEAM. 5. 2x4 GABLE-END FRAMING @ 16" OC MAX. 2x4 GABLE-END FRAMING @ 16" OC MAX. 6. 2x6 RAFTERS @ 16" OC MAX. 2x6 RAFTERS @ 16" OC MAX. 7. (2) 2x8 RIDGE BEAM. (2) 2x8 RIDGE BEAM. 8. 2x6 OVERBUILD RAFTERS @ 16" OC MAX. PROVIDE 2x6 OVERBUILD RAFTERS @ 16" OC MAX. PROVIDE CONTINUOUS 2x6 PL BELOW LOWER RAFTER ENDS FASTENED TO EXISTING RAFTERS BELOW WITH 10d NAILS. 9. 2x6 RAFTER AT EACH SIDE OF RAFTER POST BELOW. 2x6 RAFTER AT EACH SIDE OF RAFTER POST BELOW. 10. 2x6 HIP BEAM. 2x6 HIP BEAM. 11. 2x6 JACK RAFTERS @ 16" OC MAX. 2x6 JACK RAFTERS @ 16" OC MAX. 12. (2) 2x4 INSTALLED BETWEEN EXISTING TRUSSES/RAFTERS (2) 2x4 INSTALLED BETWEEN EXISTING TRUSSES/RAFTERS BELOW EXISTING ROOF SHEATHING. 13. 2x6 BLOCKING BETWEEN EACH COLLAR-TIE.2x6 BLOCKING BETWEEN EACH COLLAR-TIE.

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U.S. COAST GUARD

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CIVIL ENGINEERING UNIT

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CLEVELAND

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USCG CEU CLEVELAND

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1240 EAST 9TH STREET

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CLEVELAND, OH 44199-2060

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AutoCAD SHX Text 6/26/2020

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35% SUBMITTAL

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AutoCAD SHX Text 10/30/2020

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95% SUBMITTAL

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AutoCAD SHX Text 12/11/2020

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100% SUBMITTAL

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BUILDING AND SITE REPAIRS

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CG SFO FORT MACON

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ATLANTIC BEACH

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A. VOLAK

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M.M. BLACKBURN

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G.P. LODGE

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J.M. HALL, CDR

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NC FIRM LICENSE NO. F-0105

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JAC

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JCD

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JCD

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ADS

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AS NOTED

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EXCHANGE BUILDING

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STRUCTURAL

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AutoCAD SHX Text OVERBUILD RAFTERS @ 16" OC MAX. PROVIDE CONT 2x BELOW LOWER RAFTER END FASTENED TO EXIST SHEATHING WITH 10d NAILS @ 8" OC

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SCALE: 1''=1'-0"

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GRAPHIC SCALES

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SCALE: 3"=1'-0"

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SECTION

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SCALE: 1"=1'-0"

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RAFTERS AND COLLAR-TIES @ 16" OC MAX

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(2) COLLAR-TIES WITH RAFTERS ON EACH SIDE

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(2) 2x6 WITH 1/2" PLYWOOD FLITCH PLATE

AutoCAD SHX Text SOLID 2x4 GABLE-END RAFTER/BLOCKING

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EXIST ROOF FRAMING AND SHEATHING

AutoCAD SHX Text PROVIDE TWIST-STRAP (NS & FS) ANCHORED TO EXIST LEDGER BASIS OF DESIGN IS SIMPSON STRONG-TIE LTS16

AutoCAD SHX Text EXIST 2x EXTERIOR WALL FRAMING. REPAIR/REPLACE EXIST VENEER/ FINISHES AFTER INSTALLATION OF FRAMING (EXIST VENEER NOT SHOWN FOR CLARITY)

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(2) 2x10 CONT WITH 2x4 TOP PLATE (RIPPED TO 3" WIDTH)

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EXIST LEDGER TO REMAIN

AutoCAD SHX Text EXIST STEEL POST AND CAP PLATE WITHIN EXTERIOR BRICK PIER (BRICK PIER NOT SHOWN FOR CLARITY)

AutoCAD SHX Text EXIST L5x3 NS AND FS OF (2) 2x10, DRILL NEW (2) 2x10 FOR NEW 3/4" DIA THRU-BOLTS, HOLE LOCATIONS AND SPACING TO MATCH HOLES IN EXIST L5x3

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THRU-BOLTS WITH HEX NUTS AND WASHERS

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NOTE:

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1/2" PLYWOOD SHEATHING FASTENED TO GABLE-END FRAMING

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AutoCAD SHX Text OVERBUILD RAFTERS @ 16" OC MAX. PROVIDE CONT 2x BELOW LOWER RAFTER END FASTENED TO EXIST SHEATHING WITH 10d NAILS @ 8" OC

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RAFTERS AND COLLAR-TIES @ 16" OC MAX

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RIDGE POST

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CONT RIDGE BEAM

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5/8" PLYWOOD ROOF SHEATHING (TYP)

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JACK RAFTER @ 16" OC MAX

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AutoCAD SHX Text RAFTERS AMD COLLAR-TIES @ 16" OC MAX NOTCH BOTTOM OF COLLAR-TIE (TYP EACH END) AT RIPPED 2x4 PLATE. SEE ARCH DRAWINGS FOR ANY ADDITIONAL CEILING/SOFFIT FRAMING

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(2) 2x10 CONT WITH 2x4 TOP PLATE (RIPPED TO 3" WIDTH)

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SEE ARCH DRAWING FOR ADDITIONAL FASCIA BOARD, AND SOFFIT/EAVE FRAMING

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HURRICANE TIE, BASIS OF DESIGN IS SIMPSON STRONG-TIE H2.5

AutoCAD SHX Text PROVIDE SOLID 2x BLOCKING BETWEEN EVERY-OTHER RAFTER. PROVIDE SLOPED RIP CUT AT TOP OF BLOCKING TO FIT TIGHT TO UNDERSIDE OF SHEATHING

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5/8" PLYWOOD ROOF SHEATHING (TYP)

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1/2" PLYWOOD SHEATHING FASTENED TO GABLE-END FRAMING

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(2) 2x6 BEAM W/ RAFTERS ON EACH SIDE AT RIDGE POST

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(2) 2x6 WITH 1/2" PLYWOOD FLITCH PLATE

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GABEL ENDWALL STUD FRAMING @ 16" OC MAX WITH SLOPED TOP PLATE

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(2) 2x4 INSTALLED BELOW EXIST SHEATHING BETWEEN EXIST ROOF FRAMING AT BASE OF NEW RIDGE BEAM

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EXIST ROOF FRAMING AND SHEATHING

AutoCAD SHX Text EXIST 2x EXTERIOR WALL FRAMING. REPAIR/REPLACE EXIST VENEER/FINISHES AFTER INSTALLATION OF NEW FRAMING. (EXIST VENEER NOT SHOWN FOR CLARITY)

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