J3 C8601-D sheets 61-75 of 134.pdf

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Attached to
Building and Site Repairs at USCG SFO Fort Macon, NC
Solicitation number
70Z08321BPAC13100
Issued by

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This solicitation is for building and site repairs at the US Coast Guard SFO Fort Macon in North Carolina. The contractor shall provide all labor, materials, equipment and services to perform work in accordance with specifications and drawings dated March 24, 2021. The work includes construction, demolition, electrical and HVAC systems. The magnitude of the requirement is between $5 million and $10 million. The NAICS code is 236210 and it is limited to eligible 8(a) small businesses with a size standard of $39.5 million. Bids are due by the date and time specified and must be delivered to the specified contracting office. A bid bond of 20% is required. The Coast Guard will hold site visits and all questions must be submitted in writing by March 23, 2022 using the provided request for information form.

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FC01

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DEMOLITION KEYNOTES:

1. DEMOLISH ELECTRICAL CIRCUIT BACK TO 250A

ENCLOSED CIRCUIT BREAKER.

2. DEMOLISH ELECTRICAL CIRCUIT BACK TO A POINT TO

ALLOW REMOVAL OF EXISTING AIR HANDLER.

RECONNECT EXISTING ELECTRICAL CIRCUIT TO NEW

MAU.

3. CIRCUIT TO ALL FAN COIL UNITS TO BE DISCONNECTED.

34 FAN COIL UNITS SHOWN ON 1ST FLOOR. SEE SHEET

ED102B FOR FAN COIL UNITS SHOWN ON 2ND FLOOR.

4. REMOVE EXISTING PARALLEL CONDUCTORS IN SINGLE

4" CONDUIT BETWEEN GENERATOR AND ATS.

120' 0' 120' 240'

SCALE: 1''=120'

N

REPLACE EXISTING

AIR HANDLER

EXISTING GENERATOR

EXISTING ATS

EXISTING GENERATOR

BUILDING

EXISTING CHILLER

PANEL E

B1

ED101B

B3 E-502B

FAN COIL UNITS, TYP.

DEMOLISH ELECTRICAL

BACK TO A POINT TO

ALLOW REMOVAL OF

EXISTING FCUS

MDP

PANEL A

PANEL F

A1

ED101B

FIRST FLOOR ELECTRICAL DEMOLITION PLAN

SCALE: 1"=120'

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

3/26/2021

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120' 0' 120' 240'

SCALE: 1''=120'

DEMOLITION KEYNOTES:

1. CIRCUIT TO ALL FAN COIL UNITS TO BE DISCONNECTED.

18 FAN COIL UNITS SHOWN ON 2ND FLOOR. SEE SHEET

ED101B FOR FAN COIL UNITS SHOWN ON 1ST FLOOR.

FAN COIL UNITS, TYP. DEMOLISH

ELECTRICAL CIRCUIT BACK TO A POINT TO

ALLOW REMOVAL OF EXISTING FCUS.

N

A1

ED102B

SECOND FLOOR ELECTRICAL DEMOLITION PLAN

SCALE: 1"=120'

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

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WORK KEYNOTES:

1. REPLACE EXISTING 250A ENCLOSED CIRCUIT

BREAKER WITH 200A RATING. PROVIDE CIRCUIT

BREAKER TO NEW CHILLER USING (3) #3/0, #6 GND IN

2" CONDUIT.

2. RECONNECT ALL FAN COIL UNITS. 34 FAN COIL UNITS

INCLUDED ON 1ST FLOOR WORK. SEE SHEET E-102B

FOR FAN COIL UNITS ON 2ND FLOOR.

3. RECONNECT EXISTING ELECTRICAL CIRCUIT TO NEW

MAU.

4. PROVIDE ADDITIONAL 4" CONDUIT ALONG FLOOR

AND UP WALL INTO REAR OF ATS. PROVIDE (4)

500KCMIL, #1/0 GND IN EACH. ENSURE LENGTH OF

CIRCUITS IN EXISTING AND NEW CONDUIT ARE

WITHIN 10% OF EACH OTHER.

5. PROVIDE CIRCUIT BREAKER AND CIRCUIT

FOLLOWING EXISTING WIRING SIZE OF FCU. (CHECK

POWER SOURCE WITH USCG).

6. PROVIDE (2) 208V, 3 HP, 3 PHASE VFD FOR CHILLED

WARE PUMPS. ADD SHORT CIRCUIT AND OVERLOAD

PROTECTION PER MANUFACTURERS

RECOMMENDATIONS.

GENERAL NOTES:

1. USE EXISTING ELECTRICAL DISTRIBUTION WITHIN

BUILDING TO POWER NEW FAN COIL UNITS AND

MAU.

120' 0' 120' 240'

SCALE: 1''=120'

REPLACE EXISTING

AIR HANDLER

EXISTING CHILLER

EXISTING GENERATOR

N

E2 NB

D

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EXISTING F

PANEL E

EXISTING GENERATOR

BUILDING

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MDP

PANEL F

EXISTING ATS

RECONNECT ALL

1ST FLOOR FAN

COIL UNITS, TYP

5 5

A1 E-101B

FIRST FLOOR ELECTRICAL PLAN

SCALE: 1"=120'

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

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120' 0' 120' 240'

SCALE: 1''=120'

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WORK KEYNOTES:

1. RECONNECT ALL FAN COIL UNITS. 18 FAN COIL UNITS

INCLUDED ON 2ND FLOOR WORK. SEE SHEET E-101B

FOR FAN COIL UNITS ON 1ST FLOOR.

GENERAL NOTES:

1. USE EXISTING ELECTRICAL DISTRIBUTION WITHIN

BUILDING TO POWER NEW HVAC UNITS.

RECONNECT ALL 2ND

FLOOR FAN COIL UNITS,

TYP

A1 E-102B

SECOND FLOOR ELECTRICAL PLAN

SCALE: 1"=120'

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120' 0' 120' 240'

SCALE: 1''=120'

N

WORK KEYNOTES:

1. PROVIDE CIRCUIT BREAKER AND CIRCUIT

FOLLOWING EXISTING WIRING SIZE OF FCU#45 AND

HEAT TRACING UNIT.

2. PROVIDE GFE CIRCUIT BREAKER FOR HEAT TRACE

CIRCUITS.

FCU 451

A1 E-103B

ATTIC ELECTRICAL PLAN

SCALE: 1"=120'

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

3/26/2021

3/24/2021

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A Joint Venture

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C1 E-101B

EXISTING DISCONNECT

SCALE: NTS

C3 E-101B

DETAIL - PANELBOARD

SCALE: NTS

C4 E-101B

DETAIL - GENERATOR

SCALE: NTS

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

3/26/2021

3/24/2021

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No. 044930

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A3 E-502B

DETAILS - ELECTRICAL PANELS

SCALE: NTS

A4 E-502B

DETAIL - PANELBOARD CIRCUITS

SCALE: NTS

B1 E-101B

EXISTING CHILLER

SCALE: NTS

B3 E-101B

ELEVATION - ELECTRICAL PANEL RACK

SCALE: NTS

B4 E-502B

DETAIL - PANELBOARD CIRCUITS

SCALE: NTS

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

3/26/2021

3/24/2021

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CONSULTANTS

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REVIEWED BY:

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TECH. DIRECTOR

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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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35% SUBMITTAL

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95% SUBMITTAL

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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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NC

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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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ADS

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JCD

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JAC

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AS NOTED

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HAZMAT BUILDING

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STRUCTURAL

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FOUNDATION PLAN

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DRAWING KEYNOTES

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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. ELEVATION 100'-0" IS A REFERENCE ELEVATION THAT ELEVATION 100'-0" IS A REFERENCE ELEVATION THAT CORRESPONDS TO THE FINISHED GRADE ELEVATION ADJACENT TO THE HAZMAT. REFER TO CIVIL DRAWINGS FOR REFERENCE DATUM TO NAVD88.

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GENERAL DRAWING NOTES

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EXISTING HAZMAT BUILDING PLAN

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

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

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SCALE: 1''=1'-0"

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SECTION

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SCALE: 1"=1'-0"

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ENLARGED PLAN

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SCALE: 1"=1'-0"

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GRAPHIC SCALES

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8" CMU WALL BELOW

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MECH EQUIP, SEE MECH DWG

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MAU

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1. CONCRETE EQUIPMENT PAD ON 8" CMU WALL, SEE PLAN CONCRETE EQUIPMENT PAD ON 8" CMU WALL, SEE PLAN VIEW B4. 2. VERIFY EQUIPMENT PAD DIMENSION WITH EQUIPMENT VERIFY EQUIPMENT PAD DIMENSION WITH EQUIPMENT MANUFACTURER OF ACTUAL EQUIPMENT PURCHASED. DESIGN SHOWN IS BASED ON AN APPROXIMATELY 7'-7"Lx8'-1"W UNIT WITH AN APPROXIMATE WEIGHT AS SHOWN. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IF THERE ARE ANY DISCREPANCIES WITH THE ACTUAL EQUIPMENT PURCHASED.

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1'-0" THK MAT FND, T/MAT EL. = 99'-4"

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1O" THK PAD, T/PAD EL. = 101'-6"

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#5 @ 12 EW BOT

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#5 DWLS @ 16" OC

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#5 @ 12 EW TOP W/ STD 90° HOOK EA END

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8" CMU GROUTED SOLID

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T/PAD EL. = 101'-6"

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SEE MECH/ELEC DRAWINGS FOR EQUIPMENT SIZE

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COMPACTED FILL

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3/4" CHAMFER (TYP)

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#5 @ 12 EW BOT

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FIN. GRADE VARIES, SEE CIVIL DWGS.

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TYPICAL CMU WALL DETAILS

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SCALE: NONE

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END OF WALL OR EDGE OF OPENING

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(1) VERT BAR

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ADD VERT BAR IF ADJOINING WALL IS NOT TOOTHED INTO RUNNING WALL

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(1) VERT BAR

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ADD VERT BAR IF ADJOINING WALL IS NOT TOOTHED INTO RUNNING WALL

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CORNER

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INTERSECTION

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HAZMAT

BUILDING

HM-1

M T

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WORK KEYNOTES:

1. PROVIDE 60A, 3P CIRCUIT BREAKER IN GE 225A

A-SERIES II PANELBOARD (LHS) WITH (3) #6, #10 GND

IN 1" CONDUIT TO NEW MAU. PROVIDE ADDITIONAL 1"

CONDUIT TO CAMPUS-WIDE HVAC MONITORING

SYSTEM CONTROL PANEL.

2. PROVIDE ALL NECESSARY ACCESSORIES TO TIE

THE NEW MAU INTO CAMPUS WIDE HVAC

MONITORING SYSTEM.

GENERAL NOTES:

1. ALL INTERIOR ELECTRICAL SYSTEMS SHALL BE

CLASS 1. SEE EXAMPLES B1 ON SHEET E-501C.

60' 0' 60' 120'

SCALE: 1''=60'

LHS

B1 E-101C

MAU

CONVERTER

(BACNET MS/TP TO

MODBUS RTU)

MODHOPPER

(EXISTING)

PLC/SCADA

(EXISTING)

RS485 (BACNET MS/TP)

RS485 (MODBUS)

A3 E-101C

HVAC NETWORK ARCHITECTURE

SCALE: NTS

B1 E-101C

HAZMAT BUILDING EQUIPMENT

SCALE: 1"=60'

N

FACP COMMUNICATIONS PANEL

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

3/26/2021

3/24/2021

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No. 044930

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3/26/2021

3/24/2021

DKoons

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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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BUILDING AND SITE REPAIRS

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CG SFO FORT MACON

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ATLANTIC BEACH

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NC

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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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SD101D

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ADS

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ISD BUILDING

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FOUNDATION DEMOLITION PLAN

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DEMOLITION KEYNOTES

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1. PRIOR TO STARTING ANY DEMOLITION WORK, PROVIDE PRIOR TO STARTING ANY DEMOLITION WORK, PROVIDE SHORING/LIFTING JACKS, STEEL LIFTING BEAMS, AND ASSOCIATED CRIBBING. LOCATION/QUANTITY AND TYPE OF JACKS, LIFTING BEAM DESIGN, AND CRIBBING SIZES SHALL BE DETERMINED BY AN ENGINEER ENGAGED BY THE CONTRACTOR. SEE ADDITIONAL SHORING/LIFTING NOTES ON THIS DRAWING. 2. DEMOLISH EXISTING CMU FOUNDATION WALLS/PIERS AND DEMOLISH EXISTING CMU FOUNDATION WALLS/PIERS AND CONCRETE FOOTINGS COMPLETE. 3. DEMOLISH EXISTING WOOD FRAMED STAIR AND LANDING FRAMING DEMOLISH EXISTING WOOD FRAMED STAIR AND LANDING FRAMING COMPLETE. 4. DEMOLISH EXISTING WOOD DECK IN ITS ENTIRETY. DEMOLISH EXISTING WOOD DECK IN ITS ENTIRETY. 5. DEMOLISH EXISTING WOODEN RAMP IN ITS ENTIRETY.DEMOLISH EXISTING WOODEN RAMP IN ITS ENTIRETY.

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1. FOR GENERAL STRUCTURAL NOTES, LEGEND, AND TECHNICAL FOR GENERAL STRUCTURAL NOTES, LEGEND, AND TECHNICAL TERMS SEE DRAWING S-001 AND S-002. 2. ALL DIMENSIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL ALL DIMENSIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, EXISTING CONDITIONS, AND QUANTITIES

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GENERAL DRAWING NOTES

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SHORING/LIFTING EXISTING STRUCTURE

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EXISTING ISD BUILDING FOUNDATION DEMOLITION PLAN

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EXIST 16" SQ CONC FTG (TYP)

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EXIST 8" CMU FDN WALL (TYP)

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EXIST 16" SQ CONC FTG WITH STRAP ANCHOR (TYP)

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EXIST SINGLE 12" SOLID CMU FDN PIER (TYP)

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EXIST FLOOR SHEATHING TO REMAIN

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STEEL SHORING/LIFTING BEAM (TYP), SIZE & LOCATION TO BE DETERMINED BY CONTRACTOR

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DEMOLISH EXIST CMU FOUNDATION WALL AFTER INSTALLING SHORING/LIFTING BEAMS.

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EXIST FLOOR SHEATHING TO REMAIN

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DEMOLISH EXIST WALL FOOTING, IF PRESENT BELOW EXIST WALL

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1. ALL UTILITIES SERVICES AND MEP SYSTEMS SHALL BE PLACED ALL UTILITIES SERVICES AND MEP SYSTEMS SHALL BE PLACED OUT-OF-SERVICE AND FULLY DETACHED FROM THE STRUCTURE BEFORE SHORING AND LIFTING THE EXISTING STRUCTURE. 2. PRIOR TO PERFORMING ANY LIFTING/JACKING OPERATIONS, ALL PRIOR TO PERFORMING ANY LIFTING/JACKING OPERATIONS, ALL EXISTING FURNITURE AND OTHER BUILDING/OFFICE APPURTENANCES SHALL BE REMOVED FROM THE BUILDING AND STORED. THE CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER FOR MOVING AND STORAGE OF ALL ITEMS WITHIN THE BUILDING. 3. CONTRACTOR SHALL RAISE 1-STORY WOOD STRUCTURE TO AN CONTRACTOR SHALL RAISE 1-STORY WOOD STRUCTURE TO AN ELEVATION TO PROVIDE ADEQUATE WORKING SPACE FOR THE DEMOLITION OF EXISTING PIERS AND INSTALLATION OF NEW FOUNDATION SYSTEM. THE CONTRACTOR'S LIFTING/JACKING PLAN, INCLUDING ANY TEMPORARY SHORING AND/OR LIFTING BEAM DESIGNS (SIZES AND LOCATIONS), TEMPORARY CRIBBING ARRANGEMENTS, SEQUENCING, ETC., SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN A STATE OR POSSESSION OF THE UNITED STATES. THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED CALCULATIONS FOR THE LIFTING/JACKING PLAN TO THE CONTRACTING OFFICER FOR REVIEW PRIOR TO STARTING LIFTING/JACKING OPERATIONS. 4. PROVIDE HYDRAULIC JACKS AND TEMPORARY STEEL LIFTING BEAMS PROVIDE HYDRAULIC JACKS AND TEMPORARY STEEL LIFTING BEAMS BELOW EXISTING WOOD JOISTS AND GIRDERS TO ENSURE THE STRUCTURE WILL REMAIN LEVEL AND SECURE. LOCATION, QUANTITY, AND LIFTING CAPACITY OF JACKS AND STEEL BEAMS SHALL BE DETERMINED BY THE CONTRACTOR'S ENGINEER. THE LOCATIONS AND/OR ARRANGEMENT OF THE SHORING/LIFTING BEAMS AND JACKS SHOWN IN THESE DRAWINGS ARE FOR ILLUSTRATIVE PURPOSES ONLY. FINAL LOCATIONS/ARRANGEMENT WILL BE AS DETERMINED BY THE CONTRACTOR'S ENGINEER. 5. PROVIDE TEMPORARY CRIBBING ARRANGEMENT TO SUPPORT THE PROVIDE TEMPORARY CRIBBING ARRANGEMENT TO SUPPORT THE STRUCTURE DURING DEMOLITION OF EXISTING PIERS AND INSTALLATION OF NEW FOUNDATION SYSTEM. 6. THE CONTRACTOR SHALL REPAIR ALL FINISHES (NEW AND EXISTING) THE CONTRACTOR SHALL REPAIR ALL FINISHES (NEW AND EXISTING) AFTER LIFTING/JACKING OPERATIONS ARE COMPLETE AND ALL FINAL CONNECTIONS HAVE BEEN MADE TO THE NEW FOUNDATION SYSTEM.

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U.S. COAST GUARD

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CLEVELAND

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1240 EAST 9TH STREET

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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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NC

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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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SD101D

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ADS

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JCD

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ISD BUILDING

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SD102D

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DEMOLITION KEYNOTES

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1. FOR GENERAL STRUCTURAL NOTES, LEGEND, AND TECHNICAL FOR GENERAL STRUCTURAL NOTES, LEGEND, AND TECHNICAL TERMS SEE DRAWING S-001 AND S-002. 2. ALL DIMENSIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL ALL DIMENSIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, EXISTING CONDITIONS, AND QUANTITIES

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GENERAL DRAWING NOTES

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SD102D

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EXISTING ISD BUILDING FLOOR FRAMING DEMOLITION PLAN

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EXIST 2X WALL FRAMING ABOVE TO REMAIN

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EXIST (2) 3X GIRDER

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1. PRIOR TO STARTING ANY DEMOLITION WORK, PROVIDE PRIOR TO STARTING ANY DEMOLITION WORK, PROVIDE SHORING/LIFTING JACKS, STEEL LIFTING BEAMS, AND ASSOCIATED CRIBBING. LOCATION/QUANTITY AND TYPE OF JACKS, LIFTING BEAM DESIGN, AND CRIBBING SIZES SHALL BE DETERMINED BY AN ENGINEER ENGAGED BY THE CONTRACTOR. SEE ADDITIONAL SHORING/LIFTING NOTES ON DRAWING SD101D. 2. CUT AND REMOVE EXISTING DAMAGED (2) 3X GIRDER COMPLETE. CUT AND REMOVE EXISTING DAMAGED (2) 3X GIRDER COMPLETE. DO NOT DAMAGE EXISTING JOIST FRAMING OR WALL FRAMING ABOVE TO REMAIN. 3. DEMOLISH EXISTING WOOD FRAMED STAIR AND LANDING FRAMING DEMOLISH EXISTING WOOD FRAMED STAIR AND LANDING FRAMING COMPLETE. 4. DEMOLISH EXISTING WOOD DECK IN ITE ENTIRETY. DEMOLISH EXISTING WOOD DECK IN ITE ENTIRETY. 5. DEMOLISH EXISTING WOODEN RAMP IN ITS ENTIRETY.DEMOLISH EXISTING WOODEN RAMP IN ITS ENTIRETY.

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DKoons

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USCG CEU CLEVELAND

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CLEVELAND, OH 44199-2060

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AutoCAD SHX Text 10/30/2020

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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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NC

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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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AutoCAD SHX Text 8601-D

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NC FIRM LICENSE NO. F-0105

AutoCAD SHX Text A Joint Venture

AutoCAD SHX Text S-101D

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

ISD BUILDING

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STRUCTURAL

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FOUNDATION PLAN

AutoCAD SHX Text S-101D

AutoCAD SHX Text

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. ALL DIMENSIONS SHOWN ARE APPROXIMATE. CONTRACTOR ALL DIMENSIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, EXISTING CONDITIONS, AND QUANTITIES 3. ELEVATION 100'-0" IS A REFERENCE ELEVATION THAT ELEVATION 100'-0" IS A REFERENCE ELEVATION THAT CORRESPONDS TO THE FINISHED GRADE ELEVATION OF THE CRAWLSPACE BELOW THE ISD BUILDING. REFER TO CIVIL DRAWINGS FOR REFERENCE DATUM TO NAVD88.

AutoCAD SHX Text

GENERAL DRAWING NOTES

AutoCAD SHX Text

12" SONO TUBE FDN FOR STAIR SUPPORT, SEE ARCH DRAWING FOR LOCATION (TYP)

AutoCAD SHX Text (99'-4")

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text (99'-4")

AutoCAD SHX Text (99'-4")

AutoCAD SHX Text (99'-4")

AutoCAD SHX Text B2

AutoCAD SHX Text S-301D

AutoCAD SHX Text

FTG/PIER

AutoCAD SHX Text 104'-0"

AutoCAD SHX Text 99'-4"

AutoCAD SHX Text

FTG/PIER

AutoCAD SHX Text 104'-0"

AutoCAD SHX Text 99'-4"

AutoCAD SHX Text B2

AutoCAD SHX Text S-101D

AutoCAD SHX Text

ISD BUILDING FOUNDATION PLAN

AutoCAD SHX Text

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

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

(TYP 2 PLA)

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(TYP 4 PLA)

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GRAPHIC SCALE

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DRAWING KEYNOTES

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1. CONCRETE EQUIPMENT PAD CONCRETE EQUIPMENT PAD 2. VERIFY EQUIPMENT PAD DIMENSIONS WITH RELOCATED VERIFY EQUIPMENT PAD DIMENSIONS WITH RELOCATED EQUIPMENT DIMENSIONS. DESIGN SHOWN IS BASED ON AN EXISTING UNIT APPROXIMATELY 2'-6"Lx2'-6"W (FIELD VERIFY) WITH AN ASSUMED WEIGHT AS SHOWN (FIELD VERIFY). THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IF THERE ARE ANY DISCREPANCIES WITH THE ACTUAL EQUIPMENT DIMENSIONS AND/OR WEIGHT. 3. 16"x16" REINFORCED CMU PIER GROUTED SOLID WITH 16"x16" REINFORCED CMU PIER GROUTED SOLID WITH 3'-0"x3'-0" REINFORCED CONCRETE SPREAD FOOTING. SEE SECTION A1/S-301D FOR ADDITIONAL INFORMATION. 4. 8" REINFORCED CMU FOUNDATION WALL WITH 2'-0"WIDE 8" REINFORCED CMU FOUNDATION WALL WITH 2'-0"WIDE REINFORCED CONCRETE CONTINUOUS STRIP FOOTING. SEE SECTION B1/S-301D FOR ADDITIONAL INFORMATION.

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text B4

AutoCAD SHX Text S-301D

AutoCAD SHX Text

12" SONO TUBE FDN FOR STAIR SUPPORT, SEE ARCH DRAWING FOR LOCATION (TYP)

AutoCAD SHX Text B4

AutoCAD SHX Text S-301D

AutoCAD SHX Text A1

AutoCAD SHX Text S-101D

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

SCALE: 1"=1'-0"

AutoCAD SHX Text

#5 @ 12 EW BOT

AutoCAD SHX Text

#5 DWLS @ 16" OC

AutoCAD SHX Text A4

AutoCAD SHX Text S-101D

AutoCAD SHX Text

ENLARGED PLAN

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SCALE: 1"=1'-0"

AutoCAD SHX Text A1

AutoCAD SHX Text S-101D

AutoCAD SHX Text

#5 @ 12 EW TOP W/ STD 90° HOOK EA END

AutoCAD SHX Text

8" CMU GROUTED SOLID

AutoCAD SHX Text 1 "12"

AutoCAD SHX Text 1 "12"

AutoCAD SHX Text

T/PAD EL. = 104'-6"

AutoCAD SHX Text

SEE MECH/ELEC DRAWINGS FOR EQUIPMENT SIZE

AutoCAD SHX Text 1'

AutoCAD SHX Text 0'

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text

SCALE: 1''=1'-0"

AutoCAD SHX Text

COMPACTED FILL

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

1'-0" THK MAT FND, T/MAT EL. = 100'-4"

AutoCAD SHX Text

1O" THK PAD, T/PAD EL. = 104'-6"

AutoCAD SHX Text

8" CMU WALL BELOW

AutoCAD SHX Text 4 1/2"

AutoCAD SHX Text 4 1/2"

AutoCAD SHX Text

3/4" CHAMFER (TYP)

AutoCAD SHX Text A4

AutoCAD SHX Text S-101D

AutoCAD SHX Text

RELOCATED EXIST CONDENSING UNIT, SEE MECH DRAWING

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text

SIM

AutoCAD SHX Text (99'-4")

AutoCAD SHX Text (98'-0")

AutoCAD SHX Text

#5 @ 12 EW BOT

AutoCAD SHX Text

FIN. GRADE VARIES, SEE CIVIL DWGS.

AutoCAD SHX Text

#5 DWLS @ 16" OC

AutoCAD SHX Text

#5 VERT @ 16" OC

AutoCAD SHX Text 8"

AutoCAD SHX Text 8"

AutoCAD SHX Text

CU

AutoCAD SHX Text 300#

AutoCAD SHX Text SEE CIVIL DWGS FOR DRAINAGE PIPE SIZE AND LOCATION BELOW CRAWLSPACE FINISH GRADE.

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File details come from the government source that posted it. Updated .