2610524612 Renovate Recreational Facilities_DRAWINGS.pdf

PDF 4 MB Posted Aug 21, 2025

Attached to: 511/24346. AGY; Fort Custer - Renovate Rec. Facilities
Solicitation number: RFQ 171 250000000602 3
Issued by: Kalamazoo County, Ann Arbor City, Michigan

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Written by GovTribe AI · Mar 13, 2026

Renovate Recreational Facilities - Design Drawings

This is an architectural drawing set for a recreational facilities renovation project in Michigan, prepared by the State of Michigan Department of Technology. The document serves as a comprehensive design record that includes a cantonment plan and work area map depicting a military or institutional facility layout with numbered building locations and street designations. The drawing set comprises multiple sheets organized by discipline, including a title sheet and work map, site plan and grading plan, site details, overall architectural plans, elevations, sections, roof plan and structural information, electrical schedules and details, and electrical plans. The project appears to be located in a facility with multiple structures distributed across a grid-numbered parcel system, with primary access designated through a main contractor entrance gate. The drawings indicate final construction documentation issued for an indexed code identification and are marked as approved by the State of Michigan Department of Technology.

The drawing set represents completed design phase documentation ready for construction contracting purposes. No specific pricing, contract term, funding sources, or procurement timeline details are evident from this document. The final record status of the drawings indicates they have progressed through design approval and are prepared for potential bid solicitation or construction contracting. Additional procurement documents such as scopes of work, specifications, cost estimates, and bidding requirements would typically accompany these design drawings to establish project parameters, timeline, and selection criteria.

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TS - TITLE SHEET/WORK MAP

C1 - SITE PLAN/GRADING PLAN

C2 - SITE DETAILS

A1 - OVERALL ARCHITECTURAL PLAN

A2 - ARCHITECTURAL ELEVATIONS

A3 - ARCHITECTURAL SECTIONS

A4 - ROOF PLAN/STRUCTURAL

E1 - ELECTRICAL SCHEDULES & DETAILS

E2 - ELECTRICAL PLAN

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GENERAL NOTES

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AUGUSTA, MI

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AUGUSTA ARMORY

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NORTH

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VICINITY MAP

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1. BIDS FOR CONSTRUCTION OF ALL WORK SHOWN ON THE PLANS ARE BIDS FOR CONSTRUCTION OF ALL WORK SHOWN ON THE PLANS ARE SOLICITED ON A LUMP SUM BASIS. NO SEPARATE PAYMENT OR ADJUSTMENTS TO THE LUMP SUM BID WILL BE MADE UNLESS SPECIFICALLY INDICATED ON THE PLANS AND IN THE PROPOSAL OR WHEN ADDITIONAL WORK IS AUTHORIZED IN WRITING BY THE ENGINEER. 2. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DEVIATION FROM THIS PLAN. 3. THE CONTRACTOR AND HIS SUBCONTRACTORS AND/OR SUPPLIERS ARE THE CONTRACTOR AND HIS SUBCONTRACTORS AND/OR SUPPLIERS ARE RESPONSIBLE FOR VISITING THE SITE PRIOR TO BIDDING TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. 4. THE CONTRACTOR SHALL HAVE A KNOWLEDGEABLE REPRESENTATIVE ON SITE THE CONTRACTOR SHALL HAVE A KNOWLEDGEABLE REPRESENTATIVE ON SITE SITE AT ALL TIMES DURING WORK UNDER THIS CONTRACT. THIS REPRESENTATIVE SHALL HAVE ON SITE, HIS OWN COPY OF THE CONTRACT SPECIFICATIONS, DRAWINGS AND DMVA APPROVED SHOP DRAWINGS. 5. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS. ANY DISCREPANCIES CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS. ANY DISCREPANCIES BROUGHT TO THE OWNER'S ATTENTION. 6. PRIOR TO THE START OF CONSTRUCTION, CONTRACTOR TO VERIFY PRIOR TO THE START OF CONSTRUCTION, CONTRACTOR TO VERIFY CONDITION OF EXISTING CONSTRUCTION. DOCUMENT ANY EXISTING CONDITION THAT COULD BE MISCONSTRUED AS DAMAGED DURING NEW CONSTRUCTION. NOTIFY THE DMVA OF EXISTING CONDITIONS IN WRITING PRIOR TO THE COMMENCEMENT OF WORK. 7. DRAWINGS ARE NOT TO BE SCALED FOR ANY DIMENSIONS. DRAWINGS ARE NOT TO BE SCALED FOR ANY DIMENSIONS. 8. ALL WORK MUST COMPLY WITH THE DRAWINGS AND SPECIFICATIONS, ANY ALL WORK MUST COMPLY WITH THE DRAWINGS AND SPECIFICATIONS, ANY REVISIONS REQUIRED DUE TO FIELD CONDITIONS MUST BE REVIEWED AND APPROVED BY THE PROJECT MANAGER PRIOR TO CONSTRUCTION. 9. ALL CONDUIT AND PIPE PENETRATIONS IN WALL SHALL BE SEALED. ALL ALL CONDUIT AND PIPE PENETRATIONS IN WALL SHALL BE SEALED. ALL PENETRATIONS IN FIRE RATED WALLS AND IN ALL FLOORS SHALL BE FIRE STOPPED. PROVIDE FLOOR-TO-FLOOR FIRESTOPPING AT ANY VERTICAL VERTICAL PIPING OR CONDUIT PENETRATIONS, WHICH ARE EXPOSED IN THE COURSE THE COURSE OF THIS RENOVATION WORK. 10. ALL WALL MOUNTED DEVICES SHALL BE FULLY CONCEALED UNLESS ALL WALL MOUNTED DEVICES SHALL BE FULLY CONCEALED UNLESS NOTED OTHERWISE. 11. THESE PLANS INDICATE THE APPROXIMATE LOCATION OF KNOWN THESE PLANS INDICATE THE APPROXIMATE LOCATION OF KNOWN UNDERGROUND UTILITIES BASED UPON A COMBINATION OF ORIGINAL AND AS-BUILT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE TO HAND DIG, IDENTIFY AND LOCATE ALL EXISTING UNDERGROUND UTILITIES PRIOR TO DEMOLITION OR CONSTRUCTION.

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N/A PROJECT MUST STILL MEET ALL MICHIGAN CODE REQUIREMENTS

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PERMITS REQUIREMENTS

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CONTACT INFORMATION

AutoCAD SHX Text PROJECT MANAGER JOSHUA HARRIS (517) 481-7552 joshua.r.harris56.nfg@mail.mil BUILDING CONSTRUCTION PROJECT SUPERINTENDENT: ADAM POHL (517) 290-4990 ADAM.J.POHL3.NFG@ARMY.MIL

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DRAWING INDEX

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FOR LOCATIONS OF UNDERGROUND UTILITIES

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& IF WORKING NEAR OVERHEAD WIRES

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BEFORE YOU DIG

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3 WORKING DAYS

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WALT SULLIVAN @

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SEE DETAILED DESCRIPTION ON THIS SHEET FOR BID ALTERNATES

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BID ALTERNATES

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COORDINATE INSTALLATION OF

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EXISTING UNDERGROUND UTILITIES.

CONTACT WALT SULLIVAN FOR

LOCATIONS. INFORMATION LISTED BELOW

EX OUTLET PIPE

INV: 881.66

REMOVE EXISTING GRASS/TOPSOIL

INSTALL 6" OF COMPACTED 21A LIMESTONE

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***BID ALTERNATE #1***

PR. TOP CONC.

885.50

PR. GRADE

885.00

PR. TOP CONC.

885.50

PR. GRADE

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PR. RIM

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SITE BENCHMARK #1

MANHOLE RIM

ELEV.: 884.43

PR. TOP CONC.

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PR. TOP CONC.

885.50

PR. TOP CONC.

885.30

PR. TOP CONC.

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PR. TOP CONC.

884.90

PR. TOP CONC.

884.90

INSTALL 12"x12" PLASTIC CATCH BASIN

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@ 1.0%.

PR. 4" INV.:

882.60

INSTALL CONCRETE

END SECTION

PROTECT NEW STORM WHILE

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ELECTRIC FROM LIGHTPOLES

SITE BENCHMARK #2

MANHOLE RIM

ELEV.: 884.94

GENERAL NOTE:

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PR. GRADE

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PROPOSED 30'x36' BUILDING

***BID ALTERNATE #2***

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GENERAL NOTES

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N/A PROJECT MUST STILL MEET ALL MICHIGAN CODE REQUIREMENTS

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PERMITS REQUIREMENTS

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CONTACT INFORMATION

AutoCAD SHX Text PROJECT MANAGER JOSHUA HARRIS (517) 481-7552 joshua.r.harris56.nfg@mail.mil BUILDING CONSTRUCTION PROJECT SUPERINTENDENT: ADAM POHL (517) 290-4990 ADAM.J.POHL3.NFG@ARMY.MIL

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FOR LOCATIONS OF UNDERGROUND UTILITIES

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& IF WORKING NEAR OVERHEAD WIRES

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BEFORE YOU DIG

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3 WORKING DAYS

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WALT SULLIVAN @

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SEE DETAILED DESCRIPTION ON SHEET TS FOR BID ALTERNATES

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BID ALTERNATES

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NORTH

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EX. 884.70

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EX. 884.55

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EX. GRADE

AutoCAD SHX Text 884.85

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EX. GRADE

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EX. GRADE

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EX. GRADE

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EX. 884.50

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GENERAL NOTES

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N/A PROJECT MUST STILL MEET ALL MICHIGAN CODE REQUIREMENTS

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PERMITS REQUIREMENTS

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CONTACT INFORMATION

AutoCAD SHX Text PROJECT MANAGER JOSHUA HARRIS (517) 481-7552 joshua.r.harris56.nfg@mail.mil BUILDING CONSTRUCTION PROJECT SUPERINTENDENT: ADAM POHL (517) 290-4990 ADAM.J.POHL3.NFG@ARMY.MIL

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FOR LOCATIONS OF UNDERGROUND UTILITIES

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& IF WORKING NEAR OVERHEAD WIRES

AutoCAD SHX Text (269)282-7525

AutoCAD SHX Text

BEFORE YOU DIG

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3 WORKING DAYS

AutoCAD SHX Text

WALT SULLIVAN @

AutoCAD SHX Text (Facilities Management)

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TUEBOR

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SEE DETAILED DESCRIPTION ON SHEET TS FOR BID ALTERNATES

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BID ALTERNATES

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HAND-TOOLED CONTROL JOINT

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1/4" WIDTH; 1/4 DEPTH OF SLAB

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MEDIUM BROOM

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COMPACTED SUBBASE

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6" X 6" X 1/4" WWF

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FINISH PERPENDICULAR

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TO DIRECTION OF TRAVEL

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CONCRETE SLAB WITH

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COMPACTED SUBGRADE

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(GRANULAR MATERIAL

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AS SPECIFIED)

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SPOILS FROM EXCAVATION TO BE RE-GRADED AROUND PERIMETER OF CONCRETE PAD

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AutoCAD SHX Text 84'-0"

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TYPICAL GRADING PLAN AT SIDEWALK

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TYPICAL GRADING PLAN WITH NO SIDEWALK

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SLOPE TO MEET EXISTING CONTOURS

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FLOOR

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ELEV

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HAND-TOOLED CONTROL JOINT

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1/4" WIDTH; 1/4 DEPTH OF SLAB

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MEDIUM BROOM

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COMPACTED SUBBASE

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6" X 6" X 1/4" WWF

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FINISH PERPENDICULAR

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TYPICAL EXPANSION JOINT

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WITH 1/2" PREMOLDED

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FILLER, HELD DOWN 1/2"

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TO DIRECTION OF TRAVEL

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CONCRETE SLAB WITH

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(GRANULAR MATERIAL

AS SPECIFIED)

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ELECTRICAL. (COORDINATE WITH CIVIL

SHEETS)

EDGE OF EXISTING BUILDING

EDGE OF EXISTING BUILDING OVERHANG

COORDINATE LIGHTS AND FAN

INSTALLATION WITH ELECTRICAL SHEET

COORDINATE DRAIN INSTALLATION WITH

CIVIL SHEETS

REMOVE EXISTING GABLE OVERHANG AS

REQUIRED TO INSTALL NEW TRUSS TYPE 2

OVER SIDEWALK TO NEW BUILDING

INSTALL NEW DOUBLE 2x10 BEAMS FOR

TYPE 2 TRUSSES TO BE INSTALLED. TIE

BEAMS INTO NEW LAM BEAM ON EXISTING

BUILDING AND NEW HEADER IN PROPOSED

BUILDING. VERIFY MOUNTING ELEVATION SO

THAT EXISTING ENTRY GABLE HEIGHT IS

CONTINUOUS TO THE NEW BUILDING.

ADDITIONAL BRACING AND BLOCKING

IN-WALL AS REQUIRED TO SUPPORT

HEADER ABOVE DOOR/WINDOWS FOR

ATTACHING 2x10 BEAMS WITH REQUIRED

HARDWARE

DEMO EXISTING EXTERIOR WALL INCLUDING

SIDING AND SHEATHING AS REQUIRED TO

INSTALL ADDITIONAL BRACING AND

BLOCKING TO SUPPORT NEW 12" LAM BEAM.

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INSTALL SILL/SHELF AROUND PERIMETER OF

ROOM (EXCEPT NORTH SIDE). TO BE

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DETAIL ON SHEET A2

= NEW 3'x3' STAINLESS SCREEN WITH 0.25"x1" WELDED ALUMINUM FRAME AND

ALUMINUM FLANGE FOR FASTENING TO

EXTERIOR OF BUILDING. FIELD MEASURE

SCREEN OPENINGS BEFORE ORDERING

SCREENS.

***BID ALTERNATE #2***

SEE BID ALTERNATE #2 WHICH DESCRIBES

THE SUBSTITUTION OF THE BUILDING AS

SHOWN WITH DIFFERENT CONSTRUCTION

ALTOGETHER.

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GENERAL NOTES

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N/A PROJECT MUST STILL MEET ALL MICHIGAN CODE REQUIREMENTS

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PERMITS REQUIREMENTS

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CONTACT INFORMATION

AutoCAD SHX Text PROJECT MANAGER JOSHUA HARRIS (517) 481-7552 joshua.r.harris56.nfg@mail.mil BUILDING CONSTRUCTION PROJECT SUPERINTENDENT: ADAM POHL (517) 290-4990 ADAM.J.POHL3.NFG@ARMY.MIL

AutoCAD SHX Text

FOR LOCATIONS OF UNDERGROUND UTILITIES

AutoCAD SHX Text

& IF WORKING NEAR OVERHEAD WIRES

AutoCAD SHX Text (269)282-7525

AutoCAD SHX Text

BEFORE YOU DIG

AutoCAD SHX Text

3 WORKING DAYS

AutoCAD SHX Text

WALT SULLIVAN @

AutoCAD SHX Text (Facilities Management)

AutoCAD SHX Text

BID ALTERNATES

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text A

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NORTH

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SEE DETAILED DESCRIPTION ON SHEET TS FOR BID ALTERNATES

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BRACING AND BLOCKING TO SUPPORT NEW

12" LAM BEAM. VERIFY ELEVATION AND

LENGTH OF NEW BEAM. INSTALL NEW

SHEATHING, BUILDING WRAP AND

RE-INSTALL EXISTING SIDING.

VERIFY HEIGHT OF NEW LAM BEAM

NEW EAVE HEIGHT TO MATCH EXISTING.

FIELD VERIFY ALL DIMENSIONS.

REMOVE EXISTING OVERHANG. EXTEND

EXISTING GABLE ROOF TO MEET NEW

BUILDING. DEMO EXISTING EXTERIOR WALL

INCLUDING SIDING AND SHEATHING AS

REQUIRED TO INSTALL ADDITIONAL

BRACING AND BLOCKING TO SUPPORT NEW

12" LAM BEAM. VERIFY ELEVATION AND

LENGTH OF NEW BEAM. INSTALL NEW

SHEATHING, BUILDING WRAP AND

RE-INSTALL EXISTING SIDING.

FLASH AROUND NEW GABLE. J-CHANNEL

NEW ROOF TO RECEIVE NEW SIDING.

FIELD VERIFY EAVE HEIGHT

WRAP 2x10 BEAM WITH METAL TO

MATCH SOFFIT

***BID ALTERNATE #2***

SEE BID ALTERNATE #2 WHICH DESCRIBES

THE SUBSTITUTION OF THE BUILDING AS

SHOWN WITH DIFFERENT CONSTRUCTION

ALTOGETHER.

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TUEBOR

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GENERAL NOTES

AutoCAD SHX Text

N/A PROJECT MUST STILL MEET ALL MICHIGAN CODE REQUIREMENTS

AutoCAD SHX Text

PERMITS REQUIREMENTS

AutoCAD SHX Text

CONTACT INFORMATION

AutoCAD SHX Text PROJECT MANAGER JOSHUA HARRIS (517) 481-7552 joshua.r.harris56.nfg@mail.mil BUILDING CONSTRUCTION PROJECT SUPERINTENDENT: ADAM POHL (517) 290-4990 ADAM.J.POHL3.NFG@ARMY.MIL

AutoCAD SHX Text

BID ALTERNATES

SEE DETAILED DESCRIPTION ON SHEET TS FOR BID ALTERNATES

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FLOOR:

4" CONCRETE SLAB OVER 10 MIL

REINFORCED SOIL BARRIER WITH

SEALED SEAMS AND PENETRATIONS.

BELOW SLAB AND SOIL BARRIER LOCATE

2" OF RIGID INSULATION OVER A

POROUS LAYER OF GRAVEL, CRUSHED

STONE OR COARSE SAND SHALL BE

PLACED TO A MIN. THICKNESS OF 4"

UNDER THE FLOOR.

FINISH FLOOR TO MATCH EXISTING

BUILDING: 885.50±

&(,/,1*��6((�),1,6+�6&+'��)25�/2&$7,21�,1)2�� 0�

CONTINUOUS WATER-RESISTANT-BARRIER OVER 3

4" WOOD SHEATHING.

ALL SEAMS TO BE LAPPED MAKING SURE THE LAYER ABOVE LAPS THE

LAYER BELOW. TAPE ALL SEAMS IN WRB WITH WRB TAPE, TYPICAL

INSTALL SIDING, TRIM, AND FLASHING AS PER MANUFACTURER'S

RECOMMENDATIONS AND INDUSTRY BEST-PRACTICES

2x4 WOOD FRAMED WALLS AT 24" O.C. NO INSULATION

SEE FINISH SCHEDULE AND SPECIFICATIONS

FOR CONCRETE FLOOR FINISH INFORMATION

A MIN. OF ONE #4 BAR SHALL BE INSTALLED

WITHIN 12" OF THE TOP OF THE CMU WALL

:,1'2:�5�2� �3

2x4 WOOD SILL PLATE ANCHORED TO CMU FOUNDATION WITH MIN. EMBED 1

2" DIA.

ANCHOR BOLTS SPACED A MAX. OF 6FT. APART AND WITHIN 2FT. FROM THE END

OF THE WALL. BOLTS SHALL EXTEND INTO CMU WALL BELOW.

8" THICK POURED CONCRETE WALL. #4 DOWEL AT 48" O.C. MAX.

INSTALL CONTINUOUS EPDM SILL SEALER BETWEEN TOP OF FOUNDATION AND SOLE PLATE

a�

INSTALL 1/8" X 4" STEEL PLANTING BED EDGING

INSTALL 4" THICK WASHED AGGREGATE (3/4" X 1 1/2")

AROUND THE PERIMETER OF THE BUILDING

INSTALL GEOTEXTILE FABRIC; OVERLAP JOINTS 8"

MIN. SECURE IN PLACE PRIOR TO INSTALLING STONE

�0�

TYPICAL FOOTING DIMENSIONS TO BE AS INDICATED. LOCATE

THREE (3) - #4 BAR 3-4" FROM THE BOTTOM/NEAREST-EDGE

OF THE FOOTING. PLACE FOOTINGS ON UNDISTURBED SOIL

OR ON APPROVED COMPACTED BASE MATERIAL.

BACKFILL WITH EXCAVATED MATERIAL TO WITHIN 4" OF FINISH GRADE.

INSTALL 4" TOP SOIL SO FINISHED GRADE SLOPES AWAY FROM THE

BUILDING. SEED AND MULCH AREA DISTURBED BY EXCAVATION.

CONCRETE FOUNDATION WALLS SHALL EXTEND ABOVE THE FINISHED

GRADE ADJACENT TO THE FOUNDATION A MINIMUM OR 6 INCHES

SILL FLASHING UNDER SCREEN AND ON TOP OF COUNTER. CAULK ALL SEAMS

AND CORNERS

1x12 LAMINATED (THICKENED EDGE) COUNTER/LEDGE AROUND PERIMETER OF THE

ROOM. COUNTER TO CONSUME WINDOW OPENING AND OVERHANG INTO ROOM.

CUSTOM CUT OUT BETWEEN WINDOWS. CUSTOM 1x DIAGONAL SUPPORTS BETWEEN

WINDOW SPACES. INSTALL BLOCKING AS NEEDED BEHIND CORRUGATED METAL TO

ATTACH SUPPORTS.

CONTINUOUS DRIP CAP SET IN A BEAD OF SEALANT. TAPE TOP OF DRIP CAP TO

SHEATHING WITH FLEXIBLE FLASHING, LAP WRB ON TOP

PROVIDE AND INSTALL A CONTINUOUS CLASS

II VAPOR RETARDER AT THE LOWER CHORD

OF THE TRUSSES .

7�2��:$//�)5$0,1* �10 �1�1��

ALUMINUM FASCIA, CONTINUOUS AT PERIMETER OF

BUILDING, TYP. MIN. 2" HORIZONTAL OVERLAP.

CONTINUOUS ALUMINUM DRIP EDGE.

OVERLAP PIECES 2" MIN, TYPICAL

PROVIDE AND INSTALL NEW ALUMINUM SOFFIT CHANNELS AND 2X4 HORIZONTAL

WD BLOCKING EVERY 24" MIN. TO CLEANLY SUPPORT THE NEW VENTED SOFFIT

BLOCKING AS REQUIRED FOR ATTACHMENT SUPPORT AND

TO KEEP INSULATION FROM BEING BLOWN INTO SOFFIT

(INSTALL BLOCKING EVEN THOUGH NO INSULATION ON

PROJECT)

METAL-PLATE-CONNECTED WOOD TRUSSES BY OTHERS. PROVIDE A 10" MIN. ENERGY HEEL.

SEE STRUCTURAL DESIGN INFORMATION (THIS SHEET). TRUSSES ARE TO BE DESIGNED AND

SEALED BY A MICHIGAN LICENSED PROFESSIONAL. SEE SPECIFICATIONS FOR ADD'L INFO.

APPLY FULLY ADHERED MEMBRANE COVERING 5' AT ROOF EDGE PERIMETER

WITH BUILDING PAPER OVERLAPPING AND COVERING REMAINDER OF ROOF

8" OSB OR PLYWOOD DECK

THE CONTRACTOR IS TO ENSURE AIR CIRCULATION IS CONTINUOUS, FROM THE EAVE TO

RIDGE VENT, IN ATTIC SPACE. IF BLOCKING OR SHEATHING DOESN'T, THE CONTRACTOR

IS TO PROVIDE AND INSTALL 2" DEEP RAFTER BAFFLES BETWEEN ALL JOISTS TO

MAINTAIN AIR FLOW AND SO MINIMAL INSULATION IS BLOWN INTO THE VENTED SOFFIT

CONTINUOUS RIDGE VENTILATION ASPHALT SHINGLED ROOF

STRUCTURAL DESIGN INFORMATION:

- FLOOR LIVE LOAD: 100 UNIFORM PSF

- ROOF LIVE LOAD: 20 UNIFORM PSF

- GROUND SNOW LOAD: 30 PSF

- ULTIMATE DESIGN WINDOW SPEED: 115 MPH

- SEISMIC DESIGN CATEGORY: A

- PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 1,500 PSF

- RISK CATEGORY: II

- 28 DAY CONCRETE STRENGTH: 2,5000PSI

TRUSS SPECIFIC:

- TOP CHORD DEAD LOAD: 10 PSF

- BOTTOM CHORD DEAD LOAD: 15PSF

- BOTTOM CHORD LIVE LOAD: 10PSF

EAVE OVERHANG

1x6 PRESSURE TREATED WOOD BASE PLATE CONTINUOUS AROUND PERIMETER

NEW CORRUGATED METAL PANELS TO BE FASTENED DIRECTLY TO WOOD STUDS

WITH #10 x 1-1/2" ST FASTENING METAL-TO-WOOD GALVANIZED FASTENER WITH

EPDM RUBBER WASHER. CLEAR SILICONE CAULK AT ALL EDGES. (5/8" PROFILE)

2x2 PRESSURE TREATED TRIM AT CEILING CORNER AND ROOM CORNERS. CLEAR

SILICONE CAULK ALL EDGES

FASTEN CORRUGATED METAL PANELS DIRECTLY TO WOOD STUDS WITH #10 x

1-1/2" ST FASTENING METAL-TO-WOOD GALVANIZED FASTENER WITH EPDM

RUBBER WASHER.

WRAP WINDOW OPENING IN METAL TO MATCH BUILDING SOFFIT. CAULK ALL SEAMS AND

CORNERS.

INSTALL NEW SCREEN WITH 0.25"x1" WELDED ALUMINUM FRAME, STAINLESS STEEL

SCREEN AND ALUMINUM FLANGE FOR FASTENING TO EXTERIOR OF BUILDING.

SCREEN FLANGE TO BE SECURED TO BUILDING PER MANUFACTURERS

RECOMMENDATIONS.

INSTALL NEW CONTINUOUS 1x6 PRESSURE TREATED RAIL FOR FASTENING

COUNTER/LEDGE.

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INSTALL 12"x12"x12" PLASTIC CATCH BASIN

WITH 4" PVC STORM PIPE TO DITCH @ 1.00%

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HEAD DETAIL 1

JAMB DETAIL 2

***BID ALTERNATE #2***

SEE BID ALTERNATE #2 WHICH DESCRIBES

THE SUBSTITUTION OF THE BUILDING AS

SHOWN WITH DIFFERENT CONSTRUCTION

ALTOGETHER.

AutoCAD SHX Text 3'-0" x 6'-8" x 1 3/4"

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DOOR

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MARK

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AutoCAD SHX Text 18 ga

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TYPE

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THK

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DOOR

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MTL

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INSUL

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AutoCAD SHX Text 18 ga

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(GALV)

AutoCAD SHX Text Yes

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AutoCAD SHX Text 16ga

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EX.

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THK

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FRAME

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SET

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HEAD

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(GALV)

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DOOR SIZE

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TYPE

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1/2 LITE (STEEL SCREEN)

AutoCAD SHX Text Yes

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1/2 LITE (STEEL SCREEN)

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STEEL

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SCREEN

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CAULK PERIMETER

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NEW 2 X TREATED WOOD AT ALL PERIMETER OPENINGS

AutoCAD SHX Text

INSTALL NEW 5 7/8" X 18 GA, 2" FACE H.M. DRYWALL FRAME

AutoCAD SHX Text

INSTALL NEW 1-3/4" 18 GA H.M. DOOR WITH SOUND DEADENING CORE

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NEW LAM BEAM (IF REQUIRED-DOOR #2)

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NEW VINYL SIDING AND J-CHANNEL AS REQUIRED AROUND DOOR FRAME

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NEW CORRUGATED METAL

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TRIM AROUND DOOR

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NEW 2 X TREATED WOOD AT ALL PERIMETER OPENINGS

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INSTALL NEW 1-3/4" 18 GA H.M. DOOR WITH SOUND DEADENING CORE

AutoCAD SHX Text

INSTALL NEW 5 7/8" X 18 GA, 2" FACE H.M. DRYWALL FRAME

AutoCAD SHX Text

CAULK PERIMETER

AutoCAD SHX Text

NEW VINYL SIDING AND J-CHANNEL AS REQUIRED AROUND DOOR FRAME

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NEW CORRUGATED METAL

AutoCAD SHX Text 2x2 PRESSURE TREATED

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TRIM AROUND DOOR

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GENERAL NOTES

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N/A PROJECT MUST STILL MEET ALL MICHIGAN CODE REQUIREMENTS

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PERMITS REQUIREMENTS

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CONTACT INFORMATION

AutoCAD SHX Text PROJECT MANAGER JOSHUA HARRIS (517) 481-7552 joshua.r.harris56.nfg@mail.mil BUILDING CONSTRUCTION PROJECT SUPERINTENDENT: ADAM POHL (517) 290-4990 ADAM.J.POHL3.NFG@ARMY.MIL

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BID ALTERNATES

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SEE DETAILED DESCRIPTION ON SHEET TS FOR BID ALTERNATES

NOTE: INCLUDE LCN (OR SIMILAR) DOOR CLOSER WITH HOLD OPEN ARM FOR ALL NEW DOORS.

EXISTING BUILDING #2836

ROOF

ICE & WATER SHIELD

ASPHALT SHINGLES

BUILDING FELT

5/8" SHEATHING

WOOD ENERGY

TRUSSES @ 24" O.C.

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***BID ALTERNATE #2***

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THE SUBSTITUTION OF THE BUILDING AS

SHOWN WITH DIFFERENT CONSTRUCTION

ALTOGETHER.

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GENERAL NOTES

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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 Mar 12, 2026.