NGB Preferred Concept Design - for bidders.pdf

PDF 15 MB Posted Aug 16, 2022

Attached to: Design/Build ANG ACS Weapons Facility
Solicitation number: FA850122R0011
Issued by: Department of the Air Force Materiel Command Air Force Sustainment Center

View the file

Other files

File	Type	Posted
ANG Site Visit Sign in.jpg	JPG image	Aug 22, 2022
Solicitation Amendment FA850122R00110002 SF 30.pdf	PDF	Aug 22, 2022
Atch Blank Sample AF Form 3052.xls	XLS spreadsheet	Aug 19, 2022
Atch BLANK SAMPLE AF Form 3064.xlsx	XLSX spreadsheet	Aug 19, 2022
Atch BLANK SAMPLE AF Form 3065.xlsx	XLSX spreadsheet	Aug 19, 2022
QA Responses -1 of 2 165 CES.pdf	PDF	Aug 16, 2022
Bid QA Responses 2 of 2 - 165 CES.pdf	PDF	Aug 16, 2022
XDQU172001 Site 2 Utilities.pptx	PPTX presentation	Aug 16, 2022
XDQU172001 Site 1 Utilities.pdf	PDF	Aug 16, 2022
RFIs with answers 81622.docx	DOCX document	Aug 16, 2022
QA Responses - 165 CES.pdf	PDF	Aug 16, 2022
Bid Schedule.docx	DOCX document	Aug 8, 2022
Chatham Co wage rates.pdf	PDF	Aug 8, 2022
RFIs with Answers updated 27 July 2022.docx	DOCX document	Jul 27, 2022
Solicitation Amendment - FA850122R00110001 updated.pdf	PDF	Jul 26, 2022
Location Map-image.png	PNG image	Jul 20, 2022
wage determination.pdf	PDF	Jul 20, 2022
Solicitation Final - FA850122R0011.pdf	PDF	Jul 20, 2022
XDQU172001 - SOW Revised 22 Final.docx	DOCX document	Jul 20, 2022

Show all 19

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.

Project No. SKXJ162001

100% COMPLETION SET - 10/3/2017

103rd AIR CONTROL SQUADRON

ORANGE AIR NATIONAL GUARD STATION

ORANGE, CONNECTICUT

CONSTRUCT ACS WEAPONS SYSTEM FACILITY

"CONCEPT ONLY"

CONNECTICUT BLDG CODES

NOT FOR CONSTRUCTION

"CONCEPT ONLY"

SITE PLAN

D N

Revisions:

Project Number:

Scale:

Drawn By:

Issue Date:

CAD File:

Checked By:

Title:

MAIER design group, llc.

architecture & interiors

100 Wells Street, Suite 2i, Hartford, CT 06103 Tel: 860.293.0093 / Fax: 860.293.0094

40234

AS NOTED

10/03/17

STA

Aztech Engineers, Inc.

901 Wethersfield Ave.

Hartford, Ct. 06114

INC.ZTECH ENGINEERS,

Phone (860)548-9987

Fax (860)549-2572 www.aztecheng.com

CONNECTICUT ANG

BOSTON POST ROAD

ORANGE, CT 06477

ORANGE

AIR

NATIONAL

GUARD

STATION

C-1

SITE PLAN

"CONCEPT ONLY"

CONNECTICUT BLDG CODES

NOT FOR CONSTRUCTION

AutoCAD SHX Text

EXISTING UTILITY TROUGH

AutoCAD SHX Text

6" PVC STORM DRAINAGEPIPE AT (TYP).

AutoCAD SHX Text

NEW CONCRETE PAD

AutoCAD SHX Text

ELEC HH

AutoCAD SHX Text T

AutoCAD SHX Text

GATE #1

AutoCAD SHX Text

GATE #3

AutoCAD SHX Text

GATE #4

AutoCAD SHX Text

COMM

AutoCAD SHX Text

GROUND

AutoCAD SHX Text

GROUND

AutoCAD SHX Text

WALL LIGHTS

AutoCAD SHX Text

TEMP BLDG

AutoCAD SHX Text

GRASSED SLOPE

AutoCAD SHX Text

2" COND., 8" DEEP

AutoCAD SHX Text

2" COND., 10" DEEP

AutoCAD SHX Text

EXISTING CONC. PAD

AutoCAD SHX Text

EXISTING CONC. PAD

AutoCAD SHX Text

EXISTING CONC. PAD

AutoCAD SHX Text

EXISTING CONC. PAD

AutoCAD SHX Text E

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

CONNECT TO EXISTING CATCH BASIN

AutoCAD SHX Text

PROVIDE AND MAINTAIN INLET PROTECTION

AutoCAD SHX Text

LOAM AND SEED DISTURBED GRASS

AutoCAD SHX Text

SILT FENCE

AutoCAD SHX Text

SCALE: 1"=10'-0"

AutoCAD SHX Text F

AutoCAD SHX Text

ANTENNA FOUNDATION TO REMAIN

AutoCAD SHX Text

ANTENNA FOUNDATION

AutoCAD SHX Text

GRASSED SLOPE

AutoCAD SHX Text

GRASSED SLOPE

AutoCAD SHX Text

EXISTING ANTENNA FOUNDATION TO BE REMOVED

AutoCAD SHX Text

STAIR

AutoCAD SHX Text A

AutoCAD SHX Text

LGKS

AutoCAD SHX Text

LGK

AutoCAD SHX Text

CHIEF OF MAINT.

AutoCAD SHX Text

LGK

AutoCAD SHX Text

CONF. RM.

AutoCAD SHX Text

FEC

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text

SLOPE 0.5%%%

AutoCAD SHX Text

CRUSHED STONE PAVEMENT

AutoCAD SHX Text

CONNECT UNDERGROUND ELECTRIC TO EXISTING SWITCHBOARD

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text

1-2" PVC CONDUITS IN SAND

AutoCAD SHX Text

NEW CONCRETE PAD

AutoCAD SHX Text

BOLLARD 6" SEE DETAIL DRAWING S1

AutoCAD SHX Text

TOP OF CONCRETE SLAB ELEVATION 0'-0"

AutoCAD SHX Text

ELEVATION 0'-0"

AutoCAD SHX Text NEW 5'-0"x7'-0" CONCRETE PAD CENTERED ON DOOR OPENING. TOP OF CONCRETE PAD ELEVATION SHALL MATCH TOP OF ACCESS FLOOR.

AutoCAD SHX Text VERIFY LOCATION OF EXISTING CONDUITS & REROUTE CONDUITS AS REQUIRED TO CLEAR NEW COLUMN FOOTING

AutoCAD SHX Text

SLOPE 0.5%

AutoCAD SHX Text

3-4" CONDUITS FROM TROUGHTHRU BUILDING FOUNDATION WALL AND UP THRU SLAB.

AutoCAD SHX Text TOP OF EXISTING CONCRETE PAD ELEVATION TO BE ASSUMED DATUM ELEVATION 0'-0". ALL ELEVATION RELATIVE TO TOP OF THIS CONCRETE PAD.

AutoCAD SHX Text

PORTABLE A/C UNITS BY OWNER (TYP.)

AutoCAD SHX Text

GRASSED SLOPE

AutoCAD SHX Text

GRASSED SLOPE

AutoCAD SHX Text

SILT FENCE AT GRASSED SLOPE

AutoCAD SHX Text

6" BOLLARD EACH SIDE ROLL UP DOOR (TYP.)SEE DETAIL DRAWING S1

AutoCAD SHX Text

6" PVC STORM DRAINAGEPIPE AT (TYP).

AutoCAD SHX Text

SLOPE 0.5%%%

AutoCAD SHX Text E

AutoCAD SHX Text NEW 4'-0"x8'-0" CONCRETE PAD CENTERED ON DOOR OPENING.

AutoCAD SHX Text

GM2 ASSOCIATES, INC. 115 GLASTONBURY BLVD. GLASTONBURY, CT (860) 659-1416

TYPICAL SLIT FENCE EROSION

PROTECTION DETAIL

ELECTRIC AND DATA CONDUIT UNDER EARTH DETAIL

TYPICAL CATCH BASIN SILTSACK DETAIL

Revisions:

Project Number:

Scale:

Drawn By:

Issue Date:

CAD File:

Checked By:

Title:

MAIER design group, llc.

architecture & interiors

100 Wells Street, Suite 2i, Hartford, CT 06103 Tel: 860.293.0093 / Fax: 860.293.0094

40234

AS NOTED

10/03/17

STA

Aztech Engineers, Inc.

901 Wethersfield Ave.

Hartford, Ct. 06114

INC.ZTECH ENGINEERS,

Phone (860)548-9987

Fax (860)549-2572 www.aztecheng.com

CONNECTICUT ANG

BOSTON POST ROAD

ORANGE, CT 06477

ORANGE

AIR

NATIONAL

GUARD

STATION

C-2

NTS

SITE DETAILS

"CONCEPT ONLY"

CONNECTICUT BLDG CODES

NOT FOR CONSTRUCTION

AutoCAD SHX Text

CONSTRUCTION NOTES:

AutoCAD SHX Text

INSTALL FENCE TO BETWEEN 70° & 80°

AutoCAD SHX Text 1 "X1 "X48" WOOD STAKE 12"X1 "X48" WOOD STAKE 12"X48" WOOD STAKE AT A MAXIMUM SPACING OF 10'-0" ON CENTER

AutoCAD SHX Text FILTER FABRIC WITH WOVEN WIRE FENCE, INDUSTRIAL NETTING, OR SNOW FENCE FOR SUPPORT

AutoCAD SHX Text

6"X6" COMPACTED BACKFILLED TRENCH

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

NATIVE SOIL

AutoCAD SHX Text

1. SILT FENCE FILTER CLOTH TO BE SECURELY FASTENED TO GRADE SILT FENCE FILTER CLOTH TO BE SECURELY FASTENED TO GRADE STAKE WITH STAPLES, 6" ON CENTER. 2. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN ONE ANOTHER THEY WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN ONE ANOTHER THEY SHALL OVERLAP AT STAKE BY 6" AND BE FOLDED.

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

CONDUIT TRENCH WIDTH

AutoCAD SHX Text

4" CRUSHED STONE

AutoCAD SHX Text

GENERAL BACKFILL PASSING 3" SCREEN

AutoCAD SHX Text

UNDERGROUND WARNING TAPES "CAUTION-CABLE BURIED BELOW".

AutoCAD SHX Text

COMPACTED SAND FILL

AutoCAD SHX Text

SCHEDULE 40 PVC CONDUITS WITH GLUED JOINTS SEE PLAN FOR SIZE & NUMBER

AutoCAD SHX Text

6" MIN., (TYP.)

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

OPTIONAL OVERFLOW

AutoCAD SHX Text

INSERT 1" REBAR FOR BAG REMOVAL FROM INLET

AutoCAD SHX Text

SILT SACK

AutoCAD SHX Text

DUMP LOOPS

AutoCAD SHX Text

EXPANSION RESTRAINT

AutoCAD SHX Text

NOT TO SCALE

FOUNDATION PLAN

SECTION

TYPICAL BOLLARD DETAIL

S-1

Revisions:

Project Number:

Scale:

Drawn By:

Issue Date:

CAD File:

Checked By:

Title:

MAIER design group, llc.

architecture & interiors

100 Wells Street, Suite 2i, Hartford, CT 06103 Tel: 860.293.0093 / Fax: 860.293.0094

40234

AS NOTED

10/03/17

STA

Aztech Engineers, Inc.

901 Wethersfield Ave.

Hartford, Ct. 06114

INC.ZTECH ENGINEERS,

Phone (860)548-9987

Fax (860)549-2572 www.aztecheng.com

CONNECTICUT ANG

BOSTON POST ROAD

ORANGE, CT 06477

ORANGE

AIR

NATIONAL

GUARD

STATION

FOUNDATION PLAN

"CONCEPT ONLY"

CONNECTICUT BLDG CODES

NOT FOR CONSTRUCTION

AutoCAD SHX Text

AutoCAD SHX Text S-2

AutoCAD SHX Text

AutoCAD SHX Text S-2

AutoCAD SHX Text

AutoCAD SHX Text S-2

AutoCAD SHX Text

AutoCAD SHX Text S-2

AutoCAD SHX Text

AutoCAD SHX Text S-2

AutoCAD SHX Text

AutoCAD SHX Text S-2

AutoCAD SHX Text

AutoCAD SHX Text S-2

AutoCAD SHX Text

AutoCAD SHX Text S-2

AutoCAD SHX Text

AutoCAD SHX Text S-2

AutoCAD SHX Text

AutoCAD SHX Text S-1

AutoCAD SHX Text

AutoCAD SHX Text S-1

AutoCAD SHX Text

CONCRETE PIER, (TYP.)

AutoCAD SHX Text

4" CONCRETE SLAB-ON-GRADE

AutoCAD SHX Text

PIER FOUNDATION, (TYP.)

AutoCAD SHX Text

WALL FOUNDATION, (TYP.)

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

(SIM.)

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

SCALE: "=1'-0"14"=1'-0"=1'-0"

AutoCAD SHX Text

6" CONCRETE SLAB-ON-GRADE

AutoCAD SHX Text VERIFY LOCATION OF EXISTING CONDUITS & REROUTE CONDUIITS AS REQUIRED TO CLEAR NEW COLUMN FOOTING

AutoCAD SHX Text P1 F4-5.5

AutoCAD SHX Text P3 F3

AutoCAD SHX Text P1 F4-5.5

AutoCAD SHX Text P3 F3

AutoCAD SHX Text F3 P3

AutoCAD SHX Text P1 F4-5.5

AutoCAD SHX Text F3 P3

AutoCAD SHX Text F3 P2

AutoCAD SHX Text

NEW CONCRETE PAD

AutoCAD SHX Text

NEW CONCRETE PAD

AutoCAD SHX Text

CAST-IN-PLACE CONCRETE CURB

AutoCAD SHX Text

6" CONCRETE FILLED PIPE BOLLARD TYP. SEE DETAIL DWG ON S3

AutoCAD SHX Text

EXISTING CONCRETE PAD TO REMAIN

AutoCAD SHX Text (-4'-0")

AutoCAD SHX Text

6" CONCRETE FILLED PIPE BOLLARD TYP. SEE TYP. DETAIL/S1

AutoCAD SHX Text (-4'-0")

AutoCAD SHX Text

TOP OF CONCRETE SLAB ELEV. 0'-0"

AutoCAD SHX Text (-4'-0")

AutoCAD SHX Text (-4'-3")

AutoCAD SHX Text (-4'-0")

AutoCAD SHX Text (-4'-3")

AutoCAD SHX Text (-4'-0")

AutoCAD SHX Text (-4'-3")

AutoCAD SHX Text (-4'-0")

AutoCAD SHX Text C.J.

AutoCAD SHX Text (-4'-0")

AutoCAD SHX Text C.J.

AutoCAD SHX Text

RAMP DOWN

AutoCAD SHX Text

EXISTING UTILITY TROUGH

AutoCAD SHX Text C.J.

AutoCAD SHX Text

EXISTING CONCRETE PAD TO REMAIN

AutoCAD SHX Text TOP OF EXISTING CONCRETE PAD ELEVATION TO BE ASSUMED DATUM ELEVATION 0'-0". ALL ELEVATION RELATIVE TO TOP OF THIS CONCRETE PAD

AutoCAD SHX Text

NOTES

AutoCAD SHX Text

FOR PIER DETAILS, SEE DRAWING S-2

AutoCAD SHX Text

FOR GENERAL NOTES AND TYPICAL DETAILS, SEE DRAWING S-2

AutoCAD SHX Text

TOP OF CONCRETE SLAB ELEV. 0'-0"

AutoCAD SHX Text

NEW CONCRETE PAD

AutoCAD SHX Text REINFORCED W/W.W.F.6X6-W2.9xW2.9

AutoCAD SHX Text

6" CONCRETE SLAB-ON-GRADE

AutoCAD SHX Text REINFORCED W/W.W.F.6X6-W2.9xW2.9

AutoCAD SHX Text

6" CONCRETE SLAB-ON-GRADE

AutoCAD SHX Text REINFORCED W/W.W.F.6X6-W2.9xW2.9

AutoCAD SHX Text

NOTCH INTERIOR OF CONCRETE STEM AT COLUMNS, (TYP.)

AutoCAD SHX Text

AutoCAD SHX Text S-2

AutoCAD SHX Text

(SIM.,TYP.)

AutoCAD SHX Text

NEW CONCRETE PAD

AutoCAD SHX Text

CONSTRUCTION JOINT THRU SLAB

AutoCAD SHX Text

OVER 8" COMPACTED PROCESSED AGGREGATE

AutoCAD SHX Text 12" x 8"EMBEDMENT 'J'-BOLTS, (TYP. DOOR JAMB LOCATIONS)

AutoCAD SHX Text 3'-0" x 3'-0"

AutoCAD SHX Text

MARK

AutoCAD SHX Text

PLAN SIZE

AutoCAD SHX Text F3

AutoCAD SHX Text

FOOTING SCHEDULE

AutoCAD SHX Text

REINFORCEMENT

AutoCAD SHX Text

THICKNESS

AutoCAD SHX Text

4-#5 EACH WAY, BOTTOM

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 4'-0" x 5'-6"

AutoCAD SHX Text F4-5.5

AutoCAD SHX Text 1'-3"

AutoCAD SHX Text

4-#6 TOP, EACH WAY

AutoCAD SHX Text

6-#6 BOTTOM, EACH WAY

AutoCAD SHX Text

SCALE: 3" = 1'-0"

AutoCAD SHX Text

6" METAL STUD WALL. SEE ARCH. DWGS

AutoCAD SHX Text

CAST-IN-PLACE CONCRETE CURB

AutoCAD SHX Text

TOOLED EDGE, TYP. EACH SIDE

AutoCAD SHX Text

ACCESS FLOOR SEE ARCH DWGS

AutoCAD SHX Text HYDROPHYLIC WATERSTOP 1"x " (CONT. 34" (CONT. RETURN UP FOUNDATION WALLS, EACH END)

AutoCAD SHX Text 2"

AutoCAD SHX Text

#4 ADHESIVE ANCHOR @18"O.C.

AutoCAD SHX Text

ELEV. 0'-0"

AutoCAD SHX Text

4" PROCESSED AGGREGATE BASE

AutoCAD SHX Text

16" CONTROLLED FILL

AutoCAD SHX Text

10 MIL POLYETHYLENE VAPOR BARRIER

AutoCAD SHX Text

CONCRETE SLAB-ON-GRADE.

AutoCAD SHX Text

SUBGRADE

AutoCAD SHX Text

UNDISTURBED

AutoCAD SHX Text

NOTE: CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS.

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text 6" DIA. STANDARD STEEL PIPE BOLLARD & HOT DIPPED GALVANIZED FILLED SOLID WITH CONCRETE. PAINT BOLLARD

AutoCAD SHX Text CAST-IN-PLACE CONCRETE BOLLARD FOUNDATION SHALL BE PLACED IN CARDBOARD "SONOTUBE" TYPE FORM.

AutoCAD SHX Text

TOP OF DOME CONCRETE FILL.

AutoCAD SHX Text

FINISH GRADE/FINISH FLOOR

AutoCAD SHX Text

AT EXTERIOR BOLLARDS SLOPE TOP OF CONCRETE BOLLARD FOUNDATION

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text AT INTERIOR BOLLARDS CONCRETE BOLLARD FOUNDATION SHALL BE HELD LOW AND SLAB-ON-GRADE SHALL EXTEND TO BOLLARD

TYPICAL SLAB-ON-GRADE DETAIL

TYPICAL SECTION AT DOOR OPENING

SECTION

PIER DETAIL - P1

PIER DETAIL - P2

PIER DETAIL - P3

Revisions:

Project Number:

Scale:

Drawn By:

Issue Date:

CAD File:

Checked By:

Title:

MAIER design group, llc.

architecture & interiors

100 Wells Street, Suite 2i, Hartford, CT 06103 Tel: 860.293.0093 / Fax: 860.293.0094

40234

AS NOTED

10/03/17

STA

Aztech Engineers, Inc.

901 Wethersfield Ave.

Hartford, Ct. 06114

INC.ZTECH ENGINEERS,

Phone (860)548-9987

Fax (860)549-2572 www.aztecheng.com

CONNECTICUT ANG

BOSTON POST ROAD

ORANGE, CT 06477

ORANGE

AIR

NATIONAL

GUARD

STATION

S-2

AS_NOTED

FOUNDATION SECTIONS

& GENERAL NOTES

"CONCEPT ONLY"

CONNECTICUT BLDG CODES

NOT FOR CONSTRUCTION

AutoCAD SHX Text BUILDING CODE: 2016 CONNECTICUT BUILDING CODE REFERENCED STANDARD: CONCRETE: ACI, 318-11 MASONRY: ACI 530-11 DESIGN LOADS: A. LIVE LOADS: 100 PSF 100 PSF PSF MATERIAL PROPERTIES CONCRETE: FOOTINGS: f'c = 3,000 PSI AT 28 DAYS FOOTINGS: f'c = 3,000 PSI AT 28 DAYS f'c = 3,000 PSI AT 28 DAYS FOUNDATION WALLS: f'c = 4,500 PSI AT 28 DAYS f'c = 4,500 PSI AT 28 DAYS INTERIOR CONCRETE SLABS: f'c = 4,000 PSI AT 28 DAYS f'c = 4,000 PSI AT 28 DAYS EXTERIOR CONCRETE SLABS: f'C = 4,500 PSI AT 28 DAYS WITH 6% AIR ENTRAINMENT, A f'C = 4,500 PSI AT 28 DAYS WITH 6% AIR ENTRAINMENT, A MAXIMUM WATER TO CEMENTIUOUS MATERIAL RATIO OF 0.45, AND LIMITS ON CEMENTITOUS MATERIALS PER ACI 318-08, SECTION 4.4.2. REINFORCEMENT STEEL: ASTM A615, GRADE 60 ASTM A615, GRADE 60 WELDED WIRE FABRIC: ASTM A185 ASTM A185 GEOTEXTILE FABRIC: SHALL BE ONE OF THE FOLLOWING: SHALL BE ONE OF THE FOLLOWING: TC MIRAFI FW500 SYNTHETIC INDISTRIES GEOTEX 701 EVERGREEN TECHNOLOGIES TG650

AutoCAD SHX Text FOUNDATION NOTES: 1. ALL EARTHWORK FOR BUILDING FOUNDATIONS SHOWN ON CONTRACT DOCUMENTS IS IN ACCORDANCE WITH THE ALL EARTHWORK FOR BUILDING FOUNDATIONS SHOWN ON CONTRACT DOCUMENTS IS IN ACCORDANCE WITH THE "GEOTECHNICAL STUDY" DATED NOVEMBER 14, 2016 PREPARED BY DR. CLEARANCE WELTI, P.E., P.C. THIS REPORT IS AVAILABLE FOR CONTRACTOR'S USE. 2. ALL FILL AND BACKFILL FOR FOOTINGS, SLABS AND WALLS SHALL BE CONTROLLED FILL, CONFORMING TO THE ALL FILL AND BACKFILL FOR FOOTINGS, SLABS AND WALLS SHALL BE CONTROLLED FILL, CONFORMING TO THE GEOTECHNICAL STUDY REFERENCED ABOVE. 3. SEE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR EXACT SIZE OF SLAB AND WALL PENETRATIONS. SEE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR EXACT SIZE OF SLAB AND WALL PENETRATIONS. CONCRETE NOTES: 1. ALL CONCRETE WORK SHALL CONFORM TO ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR ALL CONCRETE WORK SHALL CONFORM TO ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" 2. REINFORCING SHALL BE DETAILED IN ACCORDANCE WITH ACI 315 "MANUAL OF STANDARD PRACTICE FOR REINFORCING SHALL BE DETAILED IN ACCORDANCE WITH ACI 315 "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES". 3. ALL REINFORCING FOR WALLS AND FOOTINGS SHALL BE CONTINUOUS AND LAPPED 48 BAR DIAMETERS AT ALL ALL REINFORCING FOR WALLS AND FOOTINGS SHALL BE CONTINUOUS AND LAPPED 48 BAR DIAMETERS AT ALL SPLICES, CORNERS AND INTERSECTIONS. U.N.O. 4. REINFORCING BARS SHALL BE PROTECTED BY THE FOLLOWING THICKNESS OF CONCRETE COVER: REINFORCING BARS SHALL BE PROTECTED BY THE FOLLOWING THICKNESS OF CONCRETE COVER: A. CONCRETE PLACED AGAINST EARTH....................................................................... 3" 3" B. CONCRETE PLACED IN FORMS BUT EXPOSED TO EARTH OR WATER.................... 2" 2" (EXCEPT FOR NO. 5 BARS OR SMALLER, 1 "). 12"). C. SLAB AND WALLS NOT EXPOSED TO THE GROUND OR WEATHER......................... " 34" D. IN ALL CASES THE THICKNESS OF CONCRETE OVER THE REINFORCEMENT SHALL BE AT LEAST EQUAL TO THE DIAMETER OF THE REINFORCEMENT. 5. CONTRACTOR SHALL COORDINATE LOCATIONS AND DETAILS OF ALL OPENINGS AND EMBEDDED ITEMS WITH THE CONTRACTOR SHALL COORDINATE LOCATIONS AND DETAILS OF ALL OPENINGS AND EMBEDDED ITEMS WITH THE VARIOUS TRADES. 6. CONSTRUCTION JOINTS SHALL BE DETAILED AND LOCATED ON SHOP DRAWINGS AND APPROVED BY ENGINEER. CONSTRUCTION JOINTS SHALL BE DETAILED AND LOCATED ON SHOP DRAWINGS AND APPROVED BY ENGINEER. UNLESS SHOWN OTHERWISE, CONSTRUCTION JOINTS ARE TO BE KEYED AND PROVIDE FOR CONTINUITY OF REINFORCING STEEL. CONSTRUCTION JOINTS ARE TO BE LOCATED WHERE CONSTRUCTION OPERATIONS ARE SUSPENDED FOR 30 MINUTES OR MORE. 7. CONTROL JOINTS FOR INTERIOR SLABS ON GRADE SHALL GENERALLY BE LOCATED ALONG BUILDING GRID CONTROL JOINTS FOR INTERIOR SLABS ON GRADE SHALL GENERALLY BE LOCATED ALONG BUILDING GRID LINES. CONTROL JOINTS FOR OTHER LOCATIONS SHALL FORM UNIFORM PANELS NOT EXCEEDING 400 S.F. TYPICAL CONTROL JOINT PATTERNS ARE INDICATED ON FOUNDATION PLANS.

AutoCAD SHX Text X

AutoCAD SHX Text

CONTROL JOINT - " X 1" DEEP 14" X 1" DEEP SAWCUT AND FILL W/ SEALANT

AutoCAD SHX Text

CUT EVERY OTHER WIRE BELOW SAWCUT JOINT

AutoCAD SHX Text

ONE LAYER OF WELDED WIRE FABRIC- 6X6 - W2.9X2.9

AutoCAD SHX Text

10 MIL POLYETHYLENE SHEET VAPOR BARRIER

AutoCAD SHX Text NOTE: 1. CONTROL JOINTS MUST BE SAWCUT WITHIN 4 TO 12 HOURS CONTROL JOINTS MUST BE SAWCUT WITHIN 4 TO 12 HOURS AFTER SLAB HAS BEEN PLACED AND FINISHED.

AutoCAD SHX Text

VARIES SEE FOUNDATION PLAN

AutoCAD SHX Text

4" PROCESSED AGGREGATE BASE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

16" CONTROLLED FILL

AutoCAD SHX Text X

AutoCAD SHX Text

#5 @ 24" O.C. ALTERNATE SIDES

AutoCAD SHX Text

6" -3/8" CRUSHED STONE

AutoCAD SHX Text

CONCRETE RAMP

AutoCAD SHX Text

CONSTRUCTION JOINT

AutoCAD SHX Text

4" PROCESSED AGGREGATE BASE

AutoCAD SHX Text

10 MIL POLYETHYLENE VAPOR BARRIER

AutoCAD SHX Text W.W.F.

AutoCAD SHX Text STOP SLAB 2" SHORT AT OVERHEAD DOORS FOR CONCRETE APRON TO OVERLAP ON TO FOUNDATION WALL

AutoCAD SHX Text

CONTROLLED FILL

AutoCAD SHX Text

SCALE: " = 1'-0"34" = 1'-0"

AutoCAD SHX Text

8" PROCESSED AGGREGATE BASE

AutoCAD SHX Text #4X4'-0" @ 12" O.C.

AutoCAD SHX Text

SLAB-ON-GRADE

AutoCAD SHX Text

16" CONTROLLED FILL

AutoCAD SHX Text

THICKNESS VARIES SEE FOUNDATION PLAN

AutoCAD SHX Text X

AutoCAD SHX Text

WWF

AutoCAD SHX Text

METAL BUILDING SIDING

AutoCAD SHX Text X

AutoCAD SHX Text

#5@24"O.C. ALTERNATE SIDES

AutoCAD SHX Text

6" -3/8" CRUSHED STONE

AutoCAD SHX Text

4" PROCESSED AGGREGATE BASE

AutoCAD SHX Text

10 MIL POLYETHYLENE VAPOR BARRIER

AutoCAD SHX Text W.W.F.

AutoCAD SHX Text

SCALE: 1" = 1'-0"

AutoCAD SHX Text 1" RIGID INSULATION w/ 45°CHAMFER@ TOP, (CONT.)

AutoCAD SHX Text 6"

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text

THICKNESS VARIES SEE FOUNDATION PLAN

AutoCAD SHX Text

16" CONTROLLED FILL

AutoCAD SHX Text X

AutoCAD SHX Text

6" -3/8" CRUSHED STONE

AutoCAD SHX Text W.W.F.

AutoCAD SHX Text

SCALE: 1" = 1'-0"

AutoCAD SHX Text 1" RIGID INSULATION w/ 45°CHAMFER@ TOP, (CONT.)

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text

6-#6 VERT.

AutoCAD SHX Text

CONCRETE SLAB-ON-GRADE

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text S-2

AutoCAD SHX Text

4" PROCESSED AGGREGATE BASE

AutoCAD SHX Text

16" CONTROLLED FILL

AutoCAD SHX Text

10 MIL POLYETHYLENE VAPOR BARRIER

AutoCAD SHX Text

THICKNESS VARIES SEE FOUNDATION PLAN

AutoCAD SHX Text 6"

AutoCAD SHX Text

NOTCH CONCRETE STEM TO CLEAR COLUMNS, (TYP.)

AutoCAD SHX Text 4-3/4" ANCHOR RODS (A307) THREADED TOP &BOTTOM (SEE METAL BUILDING DRAWINGS FOR ANCHOR ROD LOCATIONS AND PROJECTION)

AutoCAD SHX Text

NUT TACK WELDED, (TYP.)

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text

SCALE: 1" = 1'-0"

AutoCAD SHX Text

3-#5 WALL REINF. CONT. THRU PIER

AutoCAD SHX Text

CONCRETE PIER

AutoCAD SHX Text

#3 TIES

AutoCAD SHX Text

CONCRETE FOUNDATION WALL

AutoCAD SHX Text

SCALE: 1" = 1'-0"

AutoCAD SHX Text

3-#5 WALL REINF. CONT. THRU PIER

AutoCAD SHX Text

CONCRETE PIER

AutoCAD SHX Text

#3 TIES @ 12" O.C.

AutoCAD SHX Text

CONCRETE FOUNDATION WALL

AutoCAD SHX Text

SCALE: 1" = 1'-0"

AutoCAD SHX Text

3-#5 WALL REINF. CONT. THRU PIER

AutoCAD SHX Text

#3 TIES @ 12" O.C.

AutoCAD SHX Text

ARCHITECTURAL ABBREVIATION AND SYMBOLS

AutoCAD SHX Text @ ARCH C = X" CANT. C.J. CMU CONT. DWGS EA. E.J. EL. EXP. EXT. F.F. GALV. HI HSS K L.L.V. LO MAX. MIN. O.C. P.L.F. P.S.F. SIM. S.J. S.L.V. TYP. T.O.S. T.O.W. T.S.E. U.N.O. V.I.F.

AutoCAD SHX Text AT ARCHITECTURAL CAMBER CANTILEVERED CONTROL JOINT CENTERLINE CONCRETE MASONRY UNIT CONTINUOUS DRAWINGS EACH EXPANSION JOINT ELEVATION EXPANSION EXTERIOR FINISH FLOOR HOT DIPPED GALVANIZED INDICATES BEAM AT HIGHER ELEVATION WITH RESPECT TO OTHER BEAM SHOWN AT SAME LOCATION HOLLOW STRUCTURAL SECTION KIPS LONG LEG VERTICAL INDICATES BEAM AT LOWER ELEVATION WITH RESPECT TO OTHER BEAM SHOWN AT SAME LOCATION MAXIMUM MINIMUM ON CENTER POUNDS PER LINEAR FOOT PLATE POUNDS PER SQUARE FOOT SIMILAR SEISMIC JOINT SHORT LEG VERTICAL TYPICAL-INDICATES MATERIAL OR REQUIREMENT NOTED SHALL BE CONSIDERED AS CALLED FOR AT ALL SIMILAR LOCATIONS TOP OF STEEL TOP OF WALL TOP OF SHELF ELEVATION UNLESS NOTED OTHERWISE VERIFY IN THE FIELD

CTV

E L E C T / V O I C E / D A T A K E Y

Mixed Voice and Data Cable as required from computer rack.

Floor mounted outlet (direct to concrete slab under access floor).

Quadruplex Receptacle

Switch

A300

A301

A300

A3011

A400

A401

A400

STORAGE

OFFICE

6' - 10"

Computer Racks by CT ANG.

Security Panel Electrical Panel FIber demarcation panel

Exist concrete pad.

Bulkhead connectors @ 42" A.F.F.

Typ. Coordinate with girt locations.

Bulkhead connectors @ 42" A.F.F.

coordinate with girt locations.

35' - 0"

213 Van by

CT ANG.

OM Van by

CT ANG.

78910

New Concrete Ramp.

ECU ECU

ECU

A403

A402

A403

A402

Existing Temp. Building

Portable A/C units by CT ANG (Typ.)

6" Concrete filled pipe bollard Typ. See structural dwg's

Furniture to be provided by CT ANG.

18 Desks & 18 Chairs.

10'-0" x10'-0" Heavy duty Overhead Door corp. #625 Stormtite series overhead insulated rolling steel door.

Exist utility trench to remain.

Corner cut tile for floor mount duplex under access floor. (Typ.)

A.1 B.9

1.1

3.9

6" Wide ladder tray to cable tray above.

EQ EQ

Painted FR Plywood wall surface. by CT ANG.

3' - 7" 3' - 0" 4' - 3" 6' - 0" 2' - 0" 5' - 0" 1' - 0" 6' - 0" 4' - 6" (+/-)

3' - 10" 3' - 0" 2' - 6" 5' - 0" 8' - 10" 5' - 0" 7' - 2"

Concrete Ramp.

Existing concrete pad to remain.

6' - 2" 26' - 10"

ECUECU

6' - 0"

2' - 5" 3' - 0"

Card reader access.

Portable A/C units by CT ANG (Typ.)

Enclosed supply and return. Refer to Mechanical dwg's.Concrete ramp down

6" to concrete pad.

Downspout shown thus, typical.

6" Step up at door threshold.

Paint face of curb saftey yellow.

6' - 0"

5"FE

FE2A:10BC Fire extinguisher.

2A:10BC Fire extinguisher.

CONSTRUCTION KEY

"x-xx"

Window Tag, refer to window schedule for further information.

Door opening tag, refer to door elevations and schedule for further information.

Denotes dimension from face of framing to face of framing or face of existing surface unless specifically noted otherwise

Denotes dimension between two centerlines.

Spot elevation indicated thus.

Dimensions in parenthesis are negative numbers.

New partition construction shown thus, typical. All interior walls shall be Wall Type 'C' unless specifically noted otherwise. All exterior walls type 'A' unless otherwise noted.

New door shown thus typical.

Interior elevation flag

Wall type indicator x'-xx"

A000

W-?

Detail No.

Sheet No.

CONSTRUCTION N O T E S:

Refer to Specifications for further information regarding materials and methods prior to beginning any work.

CON. 1

Numbered note refer to this sheef only unless specifically noted otherwise.

CON. 2

New access flooring by contractor. Refer to specification section 10270 for further information. Povide 18 tiles with 3" x 3" cut at one corner to feed cable through floor space below. Provide 20 attic stock floor tiles to CT ANG. Refer to specifications for further information.

CON. 3

F I N I S H N O T E S:

Refer to Specifications for further information regarding materials and methods.

FIN 4 All walls (except where specifically noted otherwise) shall be finished with two coats of premium latex enamel eggshell paint. Paint colors to be determined by Owner, paint brand to be as specified. Contractor shall include all costs necessary to complete painting in Base Bid.

FIN. 1 FIN 5 All door faces shall be painted with two coats of alkyd enamel semi-gloss exterior trim paint, color to be determined by Owner.

FIN 6 Access floor finish: High pressure laminate as specified, color and pattern to be determined by Owner.

Numbered note refer to this sheef only unless specifically noted otherwise.

FIN. 2

See Finish Schedule for additional information and description of finishes.

FIN. 3

1FIRST FLOOR CONSTRUCTION PLAN

SCALE: 1/4"=1'-0" 0' 2' 5' 8' 10'

FINISH SCHEDULE

Number Name Finishes

Area CommentsBase Floor Wall Ceiling

1A OFFICE 4" Vinyl HPDL Laminate Paint Paint 1405 SF See finish note #6 2A STORAGE 4" Vinyl Sealed concrete Paint Paint 476 SF

Aztech Engineers, Inc.

901 Wethersfield Ave.

Hartford, Ct. 06114

INC.ZTECH ENGINEERS,

Phone (860)548-9987 Fax (860)549-2572 www.aztecheng.com

GM2 ASSOCIATES, INC.

115 GLASTONBURY BLVD.

GLASTONBURY, CT

(860) 659-1416

Revisions:

Project Number:

Scale:

Drawn By:

Issue Date:

CAD file:

Checked By:

Title:

MAIER design group, llc.

architecture & interiors

100 Wells Street, Suite 2i, Hartford, CT 06103 Tel: 860.293.0093 / Fax: 860.293.0094

CONNECTICUT ANG

BOSTON POST ROAD

ORANGE, CT 06477

ORANGE

AIR

NATIONAL

GUARD

STATION

As indicated

ABP DBA

2017.065 10/03/17

FIRST FLOOR

CONSTRUCTION

PLAN

ACS_BASE.rvt

A101

"CONCEPT ONLY"

A300

A301

A300

A3011

A400

A401

A400

4" / 1'-0" 4" / 1'-0" 61

35' - 6"

4' - 7"

5" 24 gauge Kynar finished galvanized steel box gutter. Provide one expansion joint at center of building. Fasten to fascia with concealed twist strap hangers 24" O.C. Seal all joints with non curing butyl sealant. Connect canopy gutter to perimeter storm drain with appropiate size 22 gauge Kynar finished galvanized steel plain square down spouts, typ.

3" x 4" 22 gauge Kynar finished galvanized steel plain square downsprout typical at each corner of building. Provide all elbows and accessories as necessary and tie down spout into perimeter storm drain piping.

Provide clean out at connection to PVC boot.

A.1 B.9

1.1

3.9

Global Building Products single color, Kynar finished 24 gauge heavy duty door canopy with supports. Canopy color to be determined by Architect. Center canopy above door, lowest projection of canopy shall be 8'-0" A.F.F. Verify height clears light fixture. Connect canopy gutter to perimeter storm drain with appropiate size 22 gauge Kynar finished galvanized steel plain square down spouts, typ.

Global Building Products single color, Kynar finished 24 gauge heavy duty door canopy with supports. Canopy color to be determined by Architect. Center canopy above door, lowest projection of canopy shall be 8'-0" A.F.F. Verify height clears light fixture.Connect canopy gutter to perimeter storm drain with appropiate size 22 gauge Kynar finished galvanized steel plain square down spouts, typ.

Security light Type C at each corner. Typ.

35' - 0"

16' - 7" 16' - 7"

Security light Type C at each corner. Typ.

Aztech Engineers, Inc.

901 Wethersfield Ave.

Hartford, Ct. 06114

INC.ZTECH ENGINEERS,

Phone (860)548-9987 Fax (860)549-2572 www.aztecheng.com

GM2 ASSOCIATES, INC.

115 GLASTONBURY BLVD.

GLASTONBURY, CT

(860) 659-1416

Revisions:

Project Number:

Scale:

Drawn By:

Issue Date:

CAD file:

Checked By:

Title:

MAIER design group, llc.

architecture & interiors

100 Wells Street, Suite 2i, Hartford, CT 06103 Tel: 860.293.0093 / Fax: 860.293.0094

CONNECTICUT ANG

BOSTON POST ROAD

ORANGE, CT 06477

ORANGE

AIR

NATIONAL

GUARD

STATION

1/4" = 1'-0"

ABP DBA

2017.065 10/03/17

ROOF PLAN

ACS_BASE.rvt

A102 10' 2' 5' 8' 10'

ROOF PLAN

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

"CONCEPT ONLY"

A300

A301

A300

A3011

A400

A401

A400

A403

STORAGE

OFFICE

Security Panel

EPB P.1

FIber demarcation panel

6" x 48" Pendant mounted utility light fixture. Hang from froof structure.

B/Fixtures at 10'-6" A.F.F.

A.1 B.9

1.1

3.9

16" Cablofil wire mesh overhead cable tray with wall mounted tray between computer racks with sweep.

Bottom of tray 10'-6" A.F.F.

Computer Racks by CT ANG.

Wiremold "Flamestopper" through wall fitting at cable tray.

Provide 2 evenly distributed along cable tray width.

Center cable tray on door as shown.

Wall light with integral emergency light.

Emergency light fixture. See Electrical dwg's.

10'-0" x10'-0" Heavy duty Overhead Coor corp #625 Stormtite series overhead insulated rolling steel door.

6" x 48" Pendant mounted utility light fixture. Hang from roof structure, provide unistrut as necessary to span.

B/Fixtures at 10'-6" A.F.F.

10'-0" x10'-0" Heavy duty Overhead Coor corp #625 Stormtite series overhead insulated rolling steel door.

Enclosed supply and return. Refer to Mechanical dwg's.

Security light Type C at each corner. Typ.

Ductwork. Refer to Mechanical dwg's

Ductwork. Refer to Mechanical dwg's.

Coordinate final location with cable tray.

16" Cablofil wire mesh overhead cable tray with wall mounted tray between computer racks with sweep. Bottom of tray 10'-0" A.F.F.

Wall light with integral emergency light.

Global Building Products single color, Kynar finished 24 gauge heavy duty door canopy with supports.

Canopy color to be determined by Architect. Center canopy above door, lowest projection of canopy shall be 8'-0" A.F.F. Verify height clears light fixture.

Connect canopy gutter to perimeter storm drain with appropiate size 22 gauge Kynar finished galvanized steel plain square down spouts, typ.

Global Building Products single color, Kynar finished 24 gauge heavy duty door canopy with supports. Canopy color to be determined by Architect. Center canopy above door, lowest projection of canopy shall be 8'-0" A.F.F. Verify height clears light fixture.Connect canopy gutter to perimeter storm drain with appropiate size 22 gauge Kynar finished galvanized steel plain square down spouts, typ.

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

EXIT

8' - 6"16' - 0"8' - 6"

Unistrut trapeze at lights under cable tray. Typ.

Aztech Engineers, Inc.

901 Wethersfield Ave.

Hartford, Ct. 06114

INC.ZTECH ENGINEERS,

Phone (860)548-9987 Fax (860)549-2572 www.aztecheng.com

GM2 ASSOCIATES, INC.

115 GLASTONBURY BLVD.

GLASTONBURY, CT

(860) 659-1416

Revisions:

Project Number:

Scale:

Drawn By:

Issue Date:

CAD file:

Checked By:

Title:

MAIER design group, llc.

architecture & interiors

100 Wells Street, Suite 2i, Hartford, CT 06103 Tel: 860.293.0093 / Fax: 860.293.0094

CONNECTICUT ANG

BOSTON POST ROAD

ORANGE, CT 06477

ORANGE

AIR

NATIONAL

GUARD

STATION

1/4" = 1'-0"

ABP DBA

2017.065 10/03/17

FIRST FLOOR

REFLECTED CEILING

PLAN

ACS_BASE.rvt

A201

1FIRST FLOOR REFLECTED CEILING PLAN

SCALE: 1/4"=1'-0" 0' 2' 5' 8' 10'

"CONCEPT ONLY"

12"

Roof 21' - 0"

Top of GWB 8' - 10"

Storage Finish Floor 0' - 0"

A402

Exterior walls to be prefinished insulated metal panels with painted interior and exterior faces.

Light colored standing seam metal roof, with metal roof panels with a 18 gauge steel min.

Card reader color to be selected by Architect.

Bulkhead connectors @ 42" A.F.F. (Typ.)

Portable A/C units by CT ANG.Entrance concrete pad w/ ramp down to existing concrete pad.

Verify height clears light fixture.Connect canopy gutter to perimeter storm drain with appropiate size 22 gauge Kynar finished galvanized steel plain square down spouts, typ.

12"

Security light Type C at each corner. Typ.

Exterior 6-1/2"x 13" wall light with integral emergency light feature.

A600

Security light Type C at each corner. Typ.

Office Finish Floor 0' - 6"

12"

Roof 21' - 0"

Top of GWB 8' - 10"

Storage Finish Floor 0' - 0"

A403

A402

Bulkhead connectors @ 42" A.F.F. (Typ.)

Portable A/C units by CT ANG.

6" Concrete filled pipe bollard Typ. See structural dwg's

6" Concrete filled pipe bollard Typ.

See structural dwg's

Exterior walls to be prefinished insulated metal panels with painted interior and exterior faces.

Light colored standing seam metal roof, with metal roof panels with a 18 gauge steel min. Color to be selected by Architect.

Card reader color to be selected by Architect.

Global Building Products single color, Kynar finished 24 gauge heavy duty door canopy with supports.

Canopy color to be determined by Architect center canopy above door, lowest projection of canopy shall be 8'-0" A.F.F. Verify height clears light fixture.

Connect canopy gutter to perimeter storm drain with appropiate size 22 gauge Kynar finished galvanized steel plain square down spouts, typ.

Security light Type C at each corner. Typ.

Exterior 6-1/2"x 13" wall light with integral emergency light feature.

A600

Exterior walls to be prefinished insulated metal panels with painted interior and exterior faces.

3" x 4" 22 gauge Kynar finished galvanized steel plain square downsprout typical at each corner of building.

Provide all elbows and accessories as necessary and tie down spout into perimeter storm drain piping.

Provide clean out at connection to PVC boot. Typ.

Office Finish Floor 0' - 6"

1SOUTH ELEVATION

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

Aztech Engineers, Inc.

901 Wethersfield Ave.

Hartford, Ct. 06114

INC.ZTECH ENGINEERS,

Phone (860)548-9987 Fax (860)549-2572 www.aztecheng.com

GM2 ASSOCIATES, INC.

115 GLASTONBURY BLVD.

GLASTONBURY, CT

(860) 659-1416

Revisions:

Project Number:

Scale:

Drawn By:

Issue Date:

CAD file:

Checked By:

Title:

MAIER design group, llc.

architecture & interiors

100 Wells Street, Suite 2i, Hartford, CT 06103 Tel: 860.293.0093 / Fax: 860.293.0094

CONNECTICUT ANG

BOSTON POST ROAD

ORANGE, CT 06477

ORANGE

AIR

NATIONAL

GUARD

STATION

1/4" = 1'-0"

DLD DBA

2017.065 10/03/17

EXTERIOR

ELEVATIONS

ACS_BASE.rvt

A300

2NORTH ELEVATION

SCALE: 1/4"= 0' 2' 5' 8' 10'

0' 2' 5' 8' 10'

"CONCEPT ONLY"

A400

Roof 21' - 0"

Top of GWB 8' - 10"

Storage Finish Floor 0' - 0"

1' - 0"

Portable A/C units by CT ANG.

6" Concrete filled pipe bollard Typ.

See structural dwg's

Light colored standing seam metal roof, by metal building manufacturer.

Security light Type C at each corner. Typ.

Exterior walls to be prefinished insulated metal panels with painted interior and exterior faces.

3" x 4" 22 gauge Kynar finished galvanized steel plain square downsprout typical at each corner of building.

Provide all elbows and accessories as necessary and tie down spout into perimeter storm drain piping.

Provide clean out at connection to PVC boot. Typ.

Security light Type C at each corner. Typ.

10'-0" x10'-0" Heavy duty 625 Stormtite series overhead insulated rolling steel door.

10' - 0"

Office Finish Floor 0' - 6"

A400

Roof 21' - 0"

Top of GWB 8' - 10"

Storage Finish Floor 0' - 0"

A403

Portable A/C units by CT ANG.

6" Concrete filled pipe bollard Typ.

See structural dwg's

Light colored standing seam metal roof, with metal roof panels with a 18 gauge steel min.

Global Building Products single color, Kynar finished 24 gauge heavy duty door canopy with supports.

Canopy color to be determined by Architect center canopy above door, lowest projection of canopy shall be 8'-0" A.F.F. Verify height clears light fixture.

Connect canopy gutter to perimeter storm drain with appropiate size 22 gauge Kynar finished galvanized steel plain square down spouts, typ.

Security light Type C at each corner. Typ.

Exterior. wall light with emergency light fixture.

Exterior walls to be prefinished insulated metal panels with painted interior and exterior faces.

5" 24 gauge Kynar finished galvanized steel box gutter.

Provide one expansion joint at center of building. Fasten to fascia with concealed twist strap hangers 24" O.C. Seal all joints with non curing butyl sealant. Connect canopy gutter to perimeter storm drain with appropiate size 22 gauge Kynar finished galvanized steel plain square down spouts, typ.

3" x 4" 22 gauge Kynar finished galvanized steel plain square downsprout typical at each corner of building.

Provide all elbows and accessories as necessary and tie down spout into perimeter storm drain piping.

Provide clean out at connection to PVC boot. Typ.

10'-0" x10'-0" Heavy duty 625 Stormtite series overhead insulated rolling steel door.

Global Building Products single color, Kynar finished 24 gauge heavy duty door canopy with supports. Canopy color to be determined by Architect center canopy above door, lowest projection of canopy shall be 8'-0" A.F.F. Verify height clears light fixture. Connect canopy gutter to perimeter storm drain with appropiate size 22 gauge Kynar finished galvanized steel plain square down spouts, typ.

Portable A/C units by CT ANG.

Security light Type C at each corner. Typ.

10' - 0"

Office Finish Floor 0' - 6"

Aztech Engineers, Inc.

901 Wethersfield Ave.

Hartford, Ct. 06114

INC.ZTECH ENGINEERS,

Phone (860)548-9987 Fax (860)549-2572 www.aztecheng.com

GM2 ASSOCIATES, INC.

115 GLASTONBURY BLVD.

GLASTONBURY, CT

(860) 659-1416

Revisions:

Project Number:

Scale:

Drawn By:

Issue Date:

CAD file:

Checked By:

Title:

MAIER design group, llc.

architecture & interiors

100 Wells Street, Suite 2i, Hartford, CT 06103 Tel: 860.293.0093 / Fax: 860.293.0094

CONNECTICUT ANG

BOSTON POST ROAD

ORANGE, CT 06477

ORANGE

AIR

NATIONAL

GUARD

STATION

1/4" = 1'-0"

ABP DBA

2017.065 10/03/17

EXTERIOR

ELEVATIONS

ACS_BASE.rvt

A301

1EAST ELEVATION

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

2WEST ELEVATION

SCALE: 1/4"= 0' 2' 5' 8' 10'

0' 2' 5' 8' 10'

"CONCEPT ONLY"

Top of Footing -3' - 0"

A401

Roof 21' - 0"

Top of GWB 8' - 10"

Storage Finish Floor 0' - 0"

6" Concrete filled pipe bollard Typ. Refer to structural dwg's

6" Concrete filled pipe bollard Typ.

Refer to structural dwg's

Light colored standing seam metal roof,by metal building manufacturer.

Card reader access.

5" 24 gauge Kynar finished galvanized steel box gutter.

10'-0" x10'-0" Heavy duty Overhead Door corp. #625 Stormtite series overhead insulated rolling steel door.10'-0" x10'-0" Heavy duty 625 Stormtite series overhead insulated rolling steel door.

6" x 48" Pendant mounted utility light fixture.

Hang from roof structure, provide unistrut as necessary to span. B/Fixtures at 10'-6" A.F.F.

Ducts. Refer to Mechanical dwg's.

Horizontal Plywood sheets.

Cable tray.

Structual columns and footings. Refer to structural dwg's

Structural purlins. Refer to metal building Structual dwg's.

Office Finish Floor 0' - 6"

STORAGE

2A 10

First Floor 0' - 0"

Top of Footing -3' - 0"

A401

Roof 21' - 0"

Top of GWB 8' - 10"

Exterior walls to be prefinished insulated metal panels with painted interior and exterior faces.

Light colored standing seam metal roof, by metal building manufacturer.

Security light Type C at each corner. Typ.

5" 24 gauge Kynar finished galvanized steel box gutter.

6" x 48" Pendant mounted utility light fixture. Typ.

Ducts. Refer to Mechanical dwg's.

GWB wall 8'-10" high A.F.F.

Duct. Refer to Mechanical dwg's.

Structual columns and footings. Refer to structural dwg's

Structural purlins. Refer to metal building Structual dwg's.

Furniture to be provided by CT ANG.

Office Finish Floor

0' - 6"

OFFICE

6" high computer access floor, typical throughout office.

Aztech Engineers, Inc.

901 Wethersfield Ave.

Hartford, Ct. 06114

INC.ZTECH ENGINEERS,

Phone (860)548-9987 Fax (860)549-2572 www.aztecheng.com

GM2 ASSOCIATES, INC.

115 GLASTONBURY BLVD.

GLASTONBURY, CT

(860) 659-1416

Revisions:

Project Number:

Scale:

Drawn By:

Issue Date:

CAD file:

Checked By:

Title:

MAIER design group, llc.

architecture & interiors

100 Wells Street, Suite 2i, Hartford, CT 06103 Tel: 860.293.0093 / Fax: 860.293.0094

CONNECTICUT ANG

BOSTON POST ROAD

ORANGE, CT 06477

ORANGE

AIR

NATIONAL

GUARD

STATION

1/4" = 1'-0"

ABP DBA

2017.065 10/03/17

BUILDING SECTIONS

ACS_BASE.rvt

A400

1BUILDING SECTION 1

SCALE: 1/4"=1'-0" 0' 2' 5' 8' 10'

2BUILDING SECTION 3

SCALE: 1/4"=1'-0" 0' 2' 5' 8' 10'

"CONCEPT ONLY"

First Floor 0' - 0"

Top of Footing -3' - 0"

A400

Roof 21' - 0"

Top of GWB 8' - 10"

Storage Finish Floor 0' - 0"

Access Floor 0' - 6"

Light colored standing seam metal roof, by metal building manufacturer.

Security light at each corner. Typ.

6" x 48" Pendant mounted utility light. Typ.

Ducts. Refer to Mechanical dwg's.

GWB wall 8'-10" high A.F.F.

B/Duct AT 14' A.F.F. Refer to Mechanical dwg's.

Structual columns and footings. Refer to structural dwg's

Structural purlins. Refer to metal building Structual dwg's.

Furniture to be provided by CT ANG.

Ladder tray to cable tray above. Cable tray bottom at 10'-6" A.F.F.

Global Building Products single color, Kynar finished 24 gauge heavy duty door canopy with supports.

Canopy color to be determined by Architect center canopy above door, lowest projection of canopy shall be 8'-0" A.F.F. Verify height clears light fixture.

Connect canopy gutter to perimeter storm drain with appropiate size 22 gauge Kynar finished galvanized steel plain square down spouts, typ.

Computer racks.

6" Concrete filled pipe bollard Typ.

See structural dwg's

10'-0" x10'-0" Heavy duty Overhead Door corp. #625 Stormtite series overhead insulated rolling steel door.

Office Finish Floor 0' - 6"

6" x 48" Pendant mounted utility light, bottom @ 10'-6" A.F.F. Typ.

STORAGE

OFFICE

6" high computer access floor, typical throughout office.

Aztech Engineers, Inc.

901 Wethersfield Ave.

Hartford, Ct. 06114

INC.ZTECH ENGINEERS,

Phone (860)548-9987 Fax (860)549-2572 www.aztecheng.com

GM2 ASSOCIATES, INC.

115 GLASTONBURY BLVD.

GLASTONBURY, CT

(860) 659-1416

Revisions:

Project Number:

Scale:

Drawn By:

Issue Date:

CAD file:

Checked By:

Title:

MAIER design group, llc.

architecture & interiors

100 Wells Street, Suite 2i, Hartford, CT 06103 Tel: 860.293.0093 / Fax: 860.293.0094

CONNECTICUT ANG

BOSTON POST ROAD

ORANGE, CT 06477

ORANGE

AIR

NATIONAL

GUARD

STATION

1/4" = 1'-0"

ABP DBA

2017.065 10/03/17

BUILDING SECTIONS

ACS_BASE.rvt

A401

1BUILDING SECTION

SCALE: 1/4"=1'-0" 0' 2' 5' 8' 10'

"CONCEPT ONLY"

Top of Footing -3' - 0"

Roof 21' - 0"

Top of GWB 8' - 10"

Office Finish Floor 0' - 6"

1" Rigid Insulation w/45 ° chamfer @ top (Cont.).

Volclay Waterstop Concrete footing. See Structural dwg's.

Tate CC1250 Concore panel Access floor system w/ 6" FFH bolted stringer support system. 20 Cutouts for power/data.

Refer to specifications.

Concrete slab-on-grade. Refer to structural dwg's.

4" Processed aggregate base.

16" Controlled fill.

10 Mil polyethylene vapor barrier.

Exterior walls to be prefinished metal panels with painted interior and exterior faces. By metal building manufacturer.

Light colored standing seam metal roof, by metal building manufacturer.

1 layer 5/8" GWB on office side of wall, typ. Fasten GWB to studs with 1-1/4" long type 'W' drywall screws at 12"O.C. in the fields and 8" O.C. at edges.

Insulation by metal building manufacturer.

6 inch 33 mil light gauge steel studs spaced @ a max of 24" O.C.

3 5/8" (33 mil.) flexible metal runners, typical at top and bottom of wall.

4" Vinyl cove base unless noted otherwise.

8" Structural wall girt. Refer to metal building structural dwg's

2' - 0"

Concrete column and footing beyond.

See Structural dwg's

Grade

A600

Roof insulation by metal building manufacturer.

First Floor 0' - 0"

Top of Footing -3' - 0"

Roof 21' - 0"

Top of GWB 8' - 10"

6-3/8" Crushed stone

1" Rigid Insulation w/45 ° chamfer @ top (Cont.).

Volclay Waterstop

2'-0" x 1'-0" Concrete footing.

See Structural dwg's.

Rigid frame column. Refer to metal building structural dwg's

Concrete slab-on-grade. Refer to structural dwg's.

4" Processed aggregate base.

16" Controlled fill.

10 Mil polyethylene vapor barrier.

Exterior walls to be prefinished metal panels with painted interior and exterior faces. By metal building manufacturer.

Wall type 2C @ Equipment area on north, east, west perimeter. Wall height to be 8'-9" A.F.F.

Light colored standing seam metal roof, by metal building manufacturer.

EQUIPMEN EXTERIOR

Seal top of wall to deck with continuous bead of acoustic sealant, Typ.

Hold top of each stud down from deck 1/2" OR provide dual top track to allow for deck deflection.

Office Finish Floor 0' - 6"

Grade

Roof insulation by metal building manufacturer.

Aztech Engineers, Inc.

901 Wethersfield Ave.

Hartford, Ct. 06114

INC.ZTECH ENGINEERS,

Phone (860)548-9987 Fax (860)549-2572 www.aztecheng.com

GM2 ASSOCIATES, INC.

115 GLASTONBURY BLVD.

GLASTONBURY, CT

(860) 659-1416

Revisions:

Project Number:

Scale:

Drawn By:

Issue Date:

CAD file:

Checked By:

Title:

MAIER design group, llc.

architecture & interiors

100 Wells Street, Suite 2i, Hartford, CT 06103 Tel: 860.293.0093 / Fax: 860.293.0094

CONNECTICUT ANG

BOSTON POST ROAD

ORANGE, CT 06477

ORANGE

AIR

NATIONAL

GUARD

STATION

3/4" = 1'-0"

ABP DBA

2017.065 10/03/17

WALL SECTIONS

ACS_BASE.rvt

A402

1WALL SECTION

SCALE: 3/4"=1'-0" 0' 2' 5' 8' 10'2WALL SECTION

SCALE: 3/4"=1'-0" 0' 2' 5' 8' 10'

"CONCEPT ONLY"

Top of Footing -3' - 0"

Top of GWB 8' - 10"

1' - 2"

1" Rigid Insulation w/45 ° chamfer @ top (Cont.).

5' - 6"

0' - 8"

6-3/8" Crushed stone

Volclay Waterstop 4'-0" x 5'-6" x 15" concrete footing @ columns A/2, A/3, C/2 & C/3. See Structural dwg's.

Tate CC1250 Concore panel Access floor system w/ 6" FFH bolted stringer support system. 20 Cutouts for power/data.

Refer to specifications.

Rigid frame column. Refer to metal building structural dwg's

Concrete slab-on-grade. Refer to structural dwg's.

4" Processed aggregate base.

16" Controlled fill.

10 Mil polyethylene vapor barrier.

Exterior walls to be prefinished metal panels with painted interior and exterior faces. By metal building manufacturer.

Wall type @ Office area on south, east, west perimeter. Wall height to be 8'-10" A.F.F.

Roof purlins. Refer to metal building structural dwg's

0" 5'

1 layer 5/8" GWB on office side of wall, typ. Fasten GWB to studs with 1-1/4" long type 'W' drywall screws at 12"O.C. in the fields and 8" O.C. at edges.

6 inch 33 mil light gauge steel studs spaced @ a max of 24" O.C.

Metal floor track set on PT sill, typical.

4" Vinyl cove base unless noted otherwise.

8" Structural wall girt. Refer to metal building structural dwg's

A600

Office Finish Floor 0' - 6"

Light colored standing seam metal roof, by metal building manufacturer.

First Floor 0' - 0"

Top of Footing -3' - 0"

Roof 21' - 0"

Top of GWB 8' - 10"

EQUIPMENTOFFICE

Cast-in-place 6" Concrete curb.

See Structural drawings.

Tate CC1250 Concore panel Access floor system w/ 6" FFH bolted stringer support system. 20 Cutouts for power/data. Refer to specifications.

4" Processed aggregate base.

16" Controlled fill.

10 Mil polyethylene vapor barrier.

Concrete slab-on-grade.

Seal top of wall to deck with continuous bead of acoustic sealant, Typ.

Provide dual top track to allow for deck deflection.

Office Finish Floor 0' - 6"

Metal floor track direct to top of…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Aug 16, 2022.