CD bid Drawings.pdf

PDF 2 MB Posted Feb 9, 2024

Attached to: 751/21108. TYC; RAM Center - Laundry Facility Construction
Solicitation number: RFP - 171 - 240000000866
Issued by: Roscommon County, Michigan

About this file

Written by GovTribe AI · Apr 3, 2024

This document is a set of construction drawings and specifications for the Ralph A. Macmullan Conference Center Laundry Facility Construction project in Roscommon, Michigan. The project involves the construction of a new 900 square foot insulated and energy-efficient laundry facility, including concrete foundations and slab, wood-framed walls and roof, metal doors and windows, mechanical and plumbing systems, and electrical components. The drawings provide details on the floor plan, elevations, wall sections, and mechanical, electrical, and plumbing systems. The project is being managed by the Michigan Department of Technology, Management and Budget, State Facilities Administration.

The construction documents indicate that the project will be competitively bid, with the successful contractor required to provide performance and payment bonds. Pricing terms, set-asides, and funding details are not included in the provided information. The documents do not mention any incumbent contractors or the current operating environment. The contract term and any renewal options are also not specified.

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Other files

File	Type	Posted
Constr bid addendum 2.pdf	PDF	Feb 9, 2024
Specifications 21108.pdf	PDF	Feb 9, 2024
Project Advertisement.pdf	PDF	Feb 9, 2024
construction bid addendum 1.pdf	PDF	Feb 9, 2024

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NORTH HIGGINS LAKE DRIVE

EXISTING GRAVEL DRIVE

EXISTING TREE LINE

EXISTING TREE LINECONCRETE APRON, SEE STRUCTURAL

GRAVEL DRIVE

EXISTING

GRAVEL

DRIVE

EXISTING

BUILDING

PROPOSED

BUILDING

REMOVE TREES AS NECESSARY

FROM PROPOSED BUILDING

AND GRAVEL DRIVE AREA

'-6

GRADE TO SLOPE AWAY FROM BUILDING A MINIMUM OF 20'

FROM BUILDING. ALL EXCAVATED SOILS TO REMAIN ON

SITE. COORDINATE LOCATION WITH OWNER.

SEPTIC TANK AND DRAINAGE FIELD

REMOVE TREES AS NECESSARY

FOR PROPOSED SEPTIC SYSTEM

FLOOR LEVEL OF PROPOSED BUILDING

IS TO MATCH THE EXISTING BUILDING

T U E B O R

I N

E P

A U

Q I

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A N

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M A

L U

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C R

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Created by Robert W. Loftis 1991

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B N O

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PROJECT LOCATION

KEWEENAW

ONTONAGON

GOGEBIC

DICKINSON

MENOMINEE

ALGER

DELTA

HOUGHTON

IRON

BARAGA

MARQUETTE

SCHOOLCRAFT

MACKINAC

CHIPPEWA

LUCE

EMMET

PRESQUE ISLE

CHEBOYGAN

LEELANAU

ARENACGLADWINCLAREOSCEOLALAKEMASON

BENZIE

ANTRIM

CHARLEVOIX

ALPENAMONTMORENCY

MANISTEE

GRAND

WEXFORD

TRAVERSE

IOSCO

ALCONA

OGEMAW

OSCODA

MISSAUKEE

KALKASKA

OTSEGO

CRAWFORD

ROSCOMMON

LAPEER

BARRY

MECOSTANEWAYGO

KENT

OCEANA

MUSKEGON

OTTAWA

ALLEGAN

HURON

TUSCOLA

ST. CLAIR

MACOMB

SANILAC

GENESEE

OAKLAND

BAY

SAGINAW

SHIAWASSEE

LIVINGSTON

MIDLAND

GRATIOT

CLINTON

INGHAM

ISABELLA

MONTCALM

IONIA

EATON

BERRIEN

VAN BUREN

CASS

KALAMAZOO

ST. JOSEPH

WAYNE

MONROE

WASHTENAW

LENAWEE

CALHOUN

BRANCH HILLSDALE

JACKSON

MENOMINEE

EAGLE RIVER

HOUGHTON

ONTONAGON

IRONWOOD

L'ANSE

CRYSTAL FALLS

IRON RIVER

IRON MOUNTAIN

MARQUETTE

ESCANABA

MANISIQUE

MUNISING NEWBERRY SAULT STE. MARIE

ST. IGNACE

ALPENA

ROGERS CITY

CHEBOYGAN

BEULAH

LELAND

ATLANTA

GAYLORD

PETOSKEY

CHARLEVOIX

MANCELONA

KALKASKATRAVERSE CITY

LAKE CITY

MANISTEE

HARRISVILLE

MIOGRAYLING

ROSCOMMON

WEST BRANCH TAWAS CITY

STANDISH

MOUNT CLEMENS

PORT HURON

BAY CITY

BAD AXE

SANDUSKY

CASS CITY

CARO

LAPEER

FLINT

SAGINAW

MIDLAND

MOUNT PLEASANT

CADILLAC

GLADWIN

HARRISON

CLARE

BALDWIN REED CITY

LUDINGTON

HART

NEWAYGO

WHITE CLOUD

BIG RAPIDS

OWOSSO

ITHACA

STANTON

HOWARD CITY ALMA

ST. JOHNSIONIA

GRAND RAPIDS

MUSKEGON

GRAND HAVEN

DEARBORN

DETROIT

LIVONIA

WARREN

PONTIAC

HOWELL

LANSING

ANN ARBOR

MONROEADRIAN

JACKSON

HILLSDALE

ALBION

COLDWATERTHREE RIVERS

CHARLOTTE

HASTINGS

ALLEGAN

SOUTH HAVEN

PAW PAW

STURGIS

CASSOPOLIS

DOWAGIAC

HOLLAND

BATTLE CREEK

KALAMAZOO

NILES

ST. JOSEPH

OWNER: BUILDING SITE ADDRESS:

DESIGN CONCEPT SKETCH PROJECT INFORMATIONLOCATION MAP · SITE

DRAWING LIST

LOCATION MAP · CITY

LOCATION MAP · MICHIGAN

Laundry Building

Department of Natural Resources 104 Conservation Drive - Roscommon, Michigan 48653

Laundry Facility Construction

104 Conservation Drive - Roscommon, Michigan 48653

Construction Documents

PROJECT LOCATION

General G001 Project Cover Sheet

Code Compliance LS210 Code Compliance Plan

Structural S001 Structural Specifications S210 Foundation & Framing Plans

Architectural A001 Architectural Specifications A210 Floor Plan A600 Exterior Elevations A700 Wall Sections & Details

Mechanical M001 Mechanical Schedules and Specifications M100 Mechanical Plans and Details

Electrical E100 Electrical Plan

PROJECT LOCATION

SCALE: 1" = 60'-0"

SITE PLAN

CODE COMPLIANCE PLAN LEGEND:

PATH OF EGRESS

X888'-0"

EGRESS PATH TOTAL LENGTH

EGRESS PATH ID

EGRESS PATH ID TAGS:

EXIT

EGRESS DIRECTION

EGRESS EXIT

NOTE: CONTRACTOR TO COORDINATE ALL

EXIT SIGNS WITH ELECTRICAL PLANS.

FIRE EXTINGUISHER

EGRESS PATH ID - START

LAUNDRY

UNISEX

102MECHANICAL

EXIT

MODERATE-HAZARD

FACTORY INDUSTRIAL

GROUP F-1

30'-0"

'-0

MBC Chapter 30: Plumbing Systems MPC Table 403.1 Occupancy Water Closets

Men Women Uni Lavatories

Men Women Uni Drinking Fountains

Service Sinks

Required Provided 0 0 1 0 1

T.P. DISPENSER, 1 1/2" MIN.

CLEAR TO GRAB BAR ABOVE.

FINISHED FLOOR

GRAB BARS

WATER CLOSET

BARRIER FREE

LAVATORY

7"-9"

18" MIN. (OUTLET)

"-3

16"-18" GRAB BAR.

FINISHED FLOOR

" M

TIV

" M

LAVATORY

OR SINK

MIRROR

SOAP

DISPENSER

TOWEL

DISPENSER

" M

36" MIN.

12" MIN.

NOT ALLOW 24")

24" MIN. (12" MIN.

WHEN WALL SPACE DOES

12" MAX. 42" MIN.

54" MIN.

39"-41"

18" MIN.

"-4

" M

FINISHED FLOOR FINISHED FLOORFINISHED FLOOR

0 0 1

2015 Michigan Building Code 2018 Michigan Plumbing Code 2015 Michigan Mechanical Code 2017 National Electric Code w/ Michigan Part 8 Rules 2015 Michigan Uniform Energy Code 2015 International Fire Code Uniform Federal Accessibility Standards

ICC / ANSI 117.1

MBC Chapter 3: Use and Occupancy Classification

MBC Chapter 5: General Building Heights and Areas

Table 504.3 Allowable Building Height (Feet above ground plane) Table 504.4 Allowable Building Height (Stories above ground plane) Table 506.2 Allowable Area Factor (At)

Proposed

13'-9"

MBC Chapter 6: Types of Construction Section 602.5 Construction Classification of Addition Type VB

Table 601 Fire Resistant Ratings for Buidling Elements Primary Structural Frame 0 Hours Exterior Bearing Walls 0 Hours Interior Bearing Walls 0 Hours Exterior Non-Bearing Walls See Table 602 Interior Non-Bearing Walls 0 Hours Floor Construction 0 Hours Roof Construction 0 Hours

Table 602 Fire Resistant Ratings for Exterior Walls Fire Separation Distance Required Rating

X < 5'-0" 2 Hours 5'-0" </= X < 10'-0" 1 Hour 10'-0" </= X < 30'-0" 0 Hours X > 30'-0" 0 Hours

MBC Chapter 9: Fire Protection Systems Section 903.2.4.1 An automatic sprinkler system is not required.

Section 906 Portable Fire-Extinguishers at Class A Fire areas required as follows:

Table 906.3 Minimum Rated Single Extinguisher

Maximum Floor Area for Extinguisher 11,250 s.f.

Maximum Distance to Extinguisher 75'-0"

2-A Maximum Floor Area per unit of A 1,500 s.f.

MBC Chapter 10: Mean of Egress Table 1004.1.2

Maximum Floor Area / Occupant

Occupant Load per Table

Table 1006.3.1 Exits Required by Story Exits Provided

Table 1006.2.1 Common Path of Travel Occupant Area

Section 1005 Means of Egress Sizing Section 1010.1.1 Doors 32" minimum clear width Table 1017.2 Maximum Exit Access Travel Distance

Building Code Analysis & Review

Area

Applicable Codes ASHRAE 90.1 Tabl 5.5-5 Building Envelope Requirements for Climate Zone 6

Assembly Maximum Insulation Minimum R-Value Roofs

U-0.021 R-49Attic and Other Walls, above Grade

Slab-on-Grade Floors F-0.510 R-20 for 24"Unheated

Opaque Doors U-0.500Swinging U-0.500Nonswinging

U-0.051 R-19+R-5 ciWood Framed and Other

Proposed

F-1 Use Group Areas 200'-0"

F-1 Use Group

40'-0"

8,500

1:100 9 1 75'-0"1Laundry 900 s.f.

Typical Fixture Mounting Elevations

Laundry 0.045 0.045 - 1 10.045 0.045 -

Section 306.2 Moderate Hazard Factory Industrial F-1

R-49

R-20 for 24"

R-19+R-5 ci

0.045 0.045 - 1 10.045 0.045 -

MPC Section 403.2 Exception 2: Separate facilities shall not be required in structures or tenant spaces with a total occupant load, including both employees and customers, of 15 or fewer.

Foot note f: Drinking fountains are not required for an occupant load of 15 or fewer.MPC Table 403.1

T U E B O R

I N

E P

A U

Q I

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A N

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M A

L U

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C R

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P U

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C I E

Created by Robert W. Loftis 1991

Pl ot te d:

S H

E E

E N

C A

N N

U E

D F

O R

D A

O F M

A N

N O.

D R

C H

A D A M P . L A C H , R A , D

N A N D C O N

R U C

O N D

A R

T O F

C H N O

G Y , M A N A G

T A N D B U D G

F A C

S A D M

O N

L / C

/ S

L / I N T D

O N M

S Ka la m a zo o M a ll

Ka la m a zo o, M I 4

Au to de sk

D oc s:

//2

R es ou rc e C en te r K itc he n an d

D in in g

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(S O

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B ui ld in g.

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A . M ac M ul la n C on fe re nc e C en te r La un dr y Fa ci lit y C on st ru ct io n

B N O

.1 2.

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

CODE COMPLIANCE PLAN

10.

MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO ALL

REQUIREMENTS OF "SPECIFICATIONS FOR MASONRY STRUCTURES

ACI530/ASCE6/TMS602." BLOCK SHALL BE NORMAL WEIGHT UNITS

CONFORMING TO ASTM C-90 TYPE 1, f'm=1,500psi MINIMUM. GROUT SHALL

CONFORM TO THE PROPORTION REQUIREMENTS OF ASTM C476. MORTAR

SHALL BE TYPE S AND SHALL CONFORM TO ASTM C270. HORIZONTAL JOINT

REINFORCEMENT SHALL BE PER ASTM A-82. HORIZONTAL JOINT

REINFORCEMENT SHALL BE PROVIDED @ 16" O.C.

ALL CMU SHALL BE LAID RUNNING BOND UNLESS NOTED OTHERWISE. BOND

BEAMS TO BE CONTINUOUS AROUND CORNERS AND INTO INTERSECTING

WALLS.

PROVIDE #4 VERTICAL BARS AT 4'-0" O.C. IN ALL 8" CMU WALLS UNLESS

NOTED OTHERWISE.

CORES IN MASONRY WALLS TO BE GROUTED SOLID AT VERTICAL MASONRY

WALL REINFORCEMENT.

INTERSECTING CMU WALLS TO BE INTERLOCKING OR MECHANICALLY TIED.

LAP SPLICE REINFORCING BARS 40 DIAMETERS MIN., UNLESS NOTED

OTHERWISE.

ALL HORIZONTAL REINFORCING STEEL IN BLOCK WALLS SHALL BE

CONTINUOUS AROUND CORNERS FOR 24" FROM CORNER IN EACH

DIRECTION.

SEE DETAIL 9/S802 FOR REINFORCEMENT REQUIREMENTS AT ALL MASONRY

WALL OPENINGS.

CONTROL JOINTS TO BE A MINIMUM OF 2'-0" FROM SIDES OF OPENINGS.

USE HILTI HIT-HY 270 FOR ALL EPOXY SET ANCHORS INTO MASONRY.

MASONRY:

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

25.

26.

27.

28.

29.

30.

31.

32.

ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE SPECIFICATION

FOR STRUCTURAL CONCRETE FOR BUILDINGS, ACI 318 & 301.

DEBRIS: REMOVE ALL DEBRIS FROM FORMS BEFORE POURING.

INSERTS: ALL ITEMS TO BE CAST IN CONCRETE SUCH AS REINFORCING,

DOWELS, BOLTS, ANCHORS, PIPES, SLEEVES, ETC., SHALL BE SECURELY

POSITIONED IN THE FORMS BEFORE PLACING.

SPLICES: SPLICE BARS IN MEMBERS SUCH AS SPANDRELS, BEAMS, ETC., AS

FOLLOWS: TOP BARS AT CENTERLINE OF SPAN, BOTTOM BARS AT THE

SUPPORT. ALL REINFORCING STEEL SHALL BE SECURELY WIRED AND

PROPERLY SUPPORTED ABOVE GROUND AND AWAY FROM THE FORMS.

CONSTRUCTION JOINTS: CONSTRUCTION JOINTS SHALL HAVE ENTIRE

SURFACE REMOVED TO EXPOSE CLEAN, SOLIDLY EMBEDDED AGGREGATE.

THE CONTRACTOR SHALL OBTAIN THE ENGINEER'S APPROVAL OF

CONSTRUCTION JOINT LOCATION IN SLABS AND BEAMS.

THE ACTUAL YIELD STRENGTH BASED ON MILL TESTS SHALL NOT EXCEED

THE SPECIFIED YIELD STRENGTH BY MORE THAN 18,000 PSI (RETEST SHALL

NOT EXCEED THIS VALUE BY MORE THAN AN ADDITIONAL 3,000 PSI) AND THE

RATIO OF THE ACTUAL ULTIMATE TENSILE STRESS TO THE ACTUAL TENSILE

YIELD STRENGTH IS NOT LESS THAN 1.25.

ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO

A.S.T.M. A-615 GRADE 60, U.N.O.

TEMPERATURE AND SHRINKAGE REINFORCEMENT: SHALL HAVE A LAP OF

THIRTY (30) BAR DIAMETERS, BUT NOT LESS THAN 18 INCHES, AND THE

SPLICES IN ADJACENT BARS SHALL BE NOT LESS THAN FIVE (5) FEET APART.

WELDED WIRE FABRIC: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A82

AND A185.

WELDING: TACK WELDING OF REBAR IS NOT PERMITTED UNLESS CALLED

FOR OR APPROVED BY THE ENGINEER. WELDING OF STIRRUPS, TIES,

INSERTS OR OTHER SIMILAR ELEMENTS TO LONGITUDINAL REINFORCING

BARS SHALL NOT BE PERMITTED.

REBAR COVER: MINIMUM REBAR COVER FOR CONCRETE SHALL BE AS

FOLLOWS:

• CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3"

• EXPOSED TO EARTH OR WEATHER: 2"

• NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: 2"

TOLERANCES FOR REBAR PLACEMENT: TOLERANCE FOR LONGITUDINAL

LOCATION OF BENDS AND ENDS OF REINFORCEMENT SHALL BE PLUS OR

MINUS TWO (2) INCHES, EXCEPT AT DISCONTINUOUS ENDS OF MEMBERS

WHERE TOLERANCES SHALL BE ±1/2 INCH.

TOLERANCES FOR COVER:

• MEMBER DEPTH 12" OR LESS : -3/8"

• MEMBER DEPTH GREATER THAN 12" : -1/2"

REDUCTION IN COVER SHALL NOT EXCEED 1/3 OF THE SPECIFIED

CONCRETE COVER.

PROVIDE POSITIVE SUPPORT FOR REINFORCEMENT PRIOR TO PLACING

CONCRETE TO ASSURE CORRECT POSITIONING AND TO MAINTAIN 3 INCH

MINIMUM CLEAR CONCRETE COVER AT BOTTOM AND SIDES OF ALL FOOTINGS

AND THICKENED SLABS. PLACE SLAB REINFORCING ON CHAIRS.

REINFORCING CHAIRS AND SCREED POSTS SHALL NOT

PENETRATE VAPOR BARRIER.

CONCRETE QUALITY: SPECIFIED IN PROJECT SPECIFICATIONS.

CONCRETE WEIGHT: ALL CONCRETE SHALL BE OF NORMAL WEIGHT UNLESS

NOTED OTHERWISE.

ALL CONCRETE SHALL BE ROCK CONCRETE CONFORMING TO A.S.T.M. C-33.

AGGREGATE: SIZE OF AGGREGATE SHALL CONFORM TO ASTM C33-03.

• 3/4" ASTM SIZE C67

• 1"ASTM SIZE C57

CEMENT: SHALL BE TYPE I PORTLAND.

CONCRETE AGE: NO MORE THAN 90 MINUTES SHALL ELAPSE BETWEEN

CONCRETE BATCHING AND CONCRETE PLACEMENT UNLESS APPROVED BY

TESTING AGENCY.

WET SET: REINFORCEMENT MAY NOT BE WET SET IN CONCRETE POURS.

ROUGHENED SURFACES: WHERE INDICATED ON THE DRAWINGS,

ROUGHENED SURFACES SHALL BE PROVIDED BY MEANS OF HEAVY RAKING

OR GROOVING. OTHER METHODS MAY BE ACCEPTABLE PENDING WRITTEN

APPROVAL FROM THE ENGINEER. ALL INTERFACING SURFACES MUST BE

CLEAN AND FREE OF LOOSE MATERIALS.

ADMIXTURES: NO ADMIXTURES SHALL BE ADDED TO THE CONCRETE MIX

WITHOUT THE APPROVAL OF THE ENGINEER, UNLESS NOTED OTHERWISE.

PROVIDE BENT BAR DOWELS OR HOOKED VERTICAL BARS AT ALL FOOTINGS

INTO FOUNDATION WALLS AS INDICATED ON THE DRAWINGS.

UNLESS OTHERWISE NOTED, PROVIDE 24 INCH BY 24 INCH CORNER BARS AT

ALL FOOTING AND FOUNDATION WALL INTERSECTIONS MATCHING THE SIZE

AND SPACING OF CONTINUOUS HORIZONTAL REINFORCING.

WHEN REINFORCEMENT IS LAP SPLICED, PROVIDE CLASS B SPLICE TYPICAL,

UNLESS NOTED.

CONCRETE FINISHES:

• EXTERIOR SLABS - LIGHT BROOM FINISH

• INTERIOR SLABS ON GRADE - HARD STEEL TROWEL. INTERIOR

• SLABS THAT DO NOT RECEIVE A FINISH FLOORING MATERIAL SHALL BE

SEALED AFTER CURING.

REINFORCING AND ANCHOR SETTING EPOXY SHALL BE HILTI HIT/HY-200 OR

EQUIVALENT.

CONCRETE SHALL DEVELOP THE FOLLOWING COMPRESSIVE STRENGTHS

AT 28 DAYS:

• INTERIOR AND EXTERIOR SLABS ON GRADE = 3,500 PSI.

• FOUNDATIONS 3,500 PSI

SLAB CONTROL JOINTS SHALL BE SAWCUT. PROVIDE CONTROL JOINTS IN

SLABS ON GRADE AT 12' MAXIMUM SPACING AND AS REQUIRED TO CONTROL

CRACKING.

CONCRETE & REINFORCEMENT:

ASSUMED ALLOWABLE SOIL BEARING CAPACITY IS 2,000 PSF. CONTRACTOR

TO VERIFY BEARING CAPACITY.

REMOVE ALL UNSUITABLE MATERIAL WITHIN THE CONSTRUCTION AREA OF

THE FOUNDATIONS AND CONCRETE SLAB.

ENGINEERED FILL, IF REQUIRED TO CORRECT SUBGRADE DEFICIENCIES,

SHALL CONSIST OF APPROVED FILL MATERIAL, SUCH AS CLEAN GRADED

GRANULAR FILL PLACED IN 9 INCH MAXIMUM DEPTH LIFTS AND COMPACTED

BY SUITABLE VIBRATORY EQUIPMENT. THE FILL IS TO BE COMPACTED SUCH

THAT THE DRY DENSITY OF THE FILL IS EQUAL TO 95% OF ITS MAXIMUM DRY

DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST (ASTM D-1557).

ALL SHEETING, SHORING AND BRACING REQUIREMENTS SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR.

EXCAVATE AND FILL AS REQUIRED. REMOVE UNSTABLE SOILS. COMPACT

FILL AND BACKFILL.

ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR COMPACTED FILL.

FILL AND BACKFILL MATERIALS SHALL BE COMPACTED SOILS AS

RECOMMENDED BY THE PROJECT SOILS REPORT.

FOUNDATIONS:

10.

11.

12.

13.

14.

WOOD FRAMING TO MEET NATIONAL DESIGN SPECIFICATIONS FOR WOOD

CONSTRUCTION BY AF & PA.

DIMENSION LUMBER FOR FRAMING SHALL BE SPRUCE-PINE-FIR (SPF),

NO.1/NO.2 OR BETTER, UNLESS NOTED OTHERWISE. ALLOWABLE STRESSES

PER 2015 SUPPLEMENT TO THE 2015 EDITION OF THE NATIONAL DESIGN

SPECIFICATION FOR WOOD CONSTRUCTION.

ALL METAL HANGERS AND CONNECTORS SHALL BE MANUFACTURED BY

SIMPSON STRONG-TIE OR APPROVED EQUIVALENT AND BE OF THE SIZE AND

TYPE RECOMMENDED BY THE MANUFACTURER.

ALL HEADERS AND BUILT-UP DIMENSION LUMBER BEAMS SHALL BE GLUED

AND NAILED AT 8" O.C. STAGGERED BOTH SIDES WITH 16D NAILS, UNLESS

SPECIFICALLY NOTED OTHERWISE (SEE NOTES BELOW).

SUPPLY PRESSURE TREATED LUMBER, TREATED IN ACCORDANCE WITH

AWPA C-1 AND DRIED AFTER TREATMENT, FOR ALL POTENTIALLY WET

LOCATIONS SUCH AS SILL PLATES, CANTS, NAILERS, BLOCKING, ETC.

PROVIDE BUILT-UP COLUMNS UNDER ALL HEADER BEARING LOCATIONS

UTILIZING SUFFICIENT NUMBER OF STUDS TO PROVIDE MINIMUM BEARING

LENGTHS. GLUE AND NAIL BUILT-UP COLUMNS TOGETHER.

BUILT UP COLUMNS: LAMINATE WITH (2) ROWS OF 30d COMMON WIRE NAILS.

NAILS SHALL BE SPACED 16 INCHES O.C., ROWS SHALL BE 1-1/2 INCHES FROM

MEMBER EDGE; ROWS SHALL BE STAGGERED 8 INCHES. LAST NAIL IN ROW

SHALL BE 3-1/2 INCHES FROM END OF BUILT-UP COLUMN.

LIGHT METAL PLATE CONNECTED WOOD TRUSSES SHALL BE SHOP

FABRICATED AND CAPABLE OF SUPPORTING ALL SUPERIMPOSED DEAD AND

LIVE LOADS INDICATED. TRUSS MANUFACTURER IS TO ENGINEER. TRUSS

CONNECTORS ARE TO INCLUDE ALL FASTENERS REQUIRED BY THE HANGER

DESIGN.

SHOP DRAWINGS BEARING THE SEAL OF A PROFESSIONAL ENGINEER

LICENSED IN MICHIGAN SHALL BE SUBMITTED TO THE ARCHITECT FOR

REVIEW AND APPROVAL PRIOR TO COMMENCEMENT OF FABRICATION OF

WOOD TRUSSES.

PROVIDE TEMPORARY AND PERMANENT TRUSS BRIDGING AS DIRECTED BY

TRUSS MANUFACTURER.

PROVIDE 2x4 (MIN) BLOCKING BETWEEN BOTTOM CHORDS OF TRUSSES FOR

SECURING INTERIOR PARTITIONS THAT RUN PARALLEL TO TRUSSES.

CONNECT ALL INTERIOR PORTIONS TO BOTTOM CHORD OF TRUSSES OR

BLOCKING WITH SIMPSON STRONG-TIE DTC TRUSS CLIPS AT 24" O.C.

INSTALL ROOF SHEATHING PANELS WITH EDGE AND END SPACES AS

RECOMMENDED BY MANUFACTURER. INSTALL PLYWOOD SHEATHING CLIPS

PER CODE AND MANUFACTURER'S REQUIREMENTS.

NAIL OSB TO ROOF FRAMING WITH 10D NAILS AT 6" O.C. AT ALL EDGES AND

12" O.C. AT INTERMEDIATE FRAMING.

FRAMING PLANS SHOW PRIMARY FRAMING MEMBERS, SIZES AND

SUPPORTS. FRAMER SHALL PROVIDE ALL FRAMING REQUIRED (WHETHER

SPECIFICALLY SHOWN OR NOT) FOR HEADERS, NAILERS, CORNERS,

PARTITION SUPPORTS, ROOF CRICKETS, CEILING JOISTS, BRIDGING, ETC. TO

MAKE A COMPLETE AND SOUND INSTALLATION IN ACCORDANCE WITH ALL

APPLICABLE CODES.

WOOD FRAMING:

DESIGN LOADS PER SECTION 1603 OF THE 2015 MICHIGAN BUILDING CODE:

A. ROOF LIVE LOAD:

B. SNOW LOADS:

• GROUND SNOW LOAD, P g:

• SNOW EXPOSURE CATEGORY:

• SNOW EXPOSURE FACTOR, C e:

• THERMAL FACTOR, Ct:

• SNOW LOADIMPORTANCE FACTOR, I:

• FLAT ROOF SNOW LOAD, P f:

• UNBALANCED SNOW LOAD:

C. WIND LOADS:

WIND SPEED:

RISK CATEGORY:

WIND EXPOSURE CATEGORY:

TOPOGRAPHIC FACTOR, Kzt:

INTERNAL PRESS. COEFF.:

COMPONENTS & CLADDING (BASED ON 10 SQ. FT AREA)

ZONE 1: -21.8, +13.7

ZONE 2: -37.9, +13.7

ZONE 3: -56, +13.7

ZONE 4: -25.8, +23.8

ZONE 5: -31.9, +23.8

ROOF OVERHANG 2: -44.4

ROOF OVERHANG 3: -74.6

D. ROOF DEAD LOAD:

• TOP CHORD:

• BOTTOM CHORD:

DESIGN LOADS:

20 PSF

50 PSF

B 1.0 1.1 1.0

38.5 PSF

50 PSF ONE SIDE OF RIDGE,

0 PSF OTHER SIDE

115 MPH

B 1.0 +/-0.18

5 PSF

3PSF

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Created by Robert W. Loftis 1991

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B N O

30'-0"

'-0

6" CONCRETE SLAB WITH 6x6-W2.9xW2.9 ON 6

MIL VAPOR BARRIER, HARD TROWEL FINISH,

SEALER/HARDENER, ELEVATION = 100'-0"

8'-0 7/16"

'-0

8'-

1'-4" WIDE x 10" DEEP

CONCRETE FOOTING WITH (2)

#4 CONTINUOUS, TOP OF

FOOTING = 96'-8", TYPICAL

TRENCH DRAIN,

SEE MECHANICAL

S210

6" CONCRETE SLAB WITH 6x6- W2.9xW2.9, BROOM FINISH, SLOPE AWAY FROM BUILDING

S210

SIMPSON STRONG-TIE HTT4 HOLD DOWN WITH

5/8" DIAMETER ANCHOR ROD, 2'-0" EMBED AT

EACH END OF WALL WITH DOUBLE 2x6 STUD, TYPICAL AT NORTH, SOUTH, AND EAST WALLS

SIMPSON STRONG-TIE HTT4

HOLD DOWN WITH 5/8"

DIAMETER ANCHOR ROD, 2'-0"

EMBED WITH DOUBLE 2x6 STUD

SIMPSON STRONG-TIE HTT4

HOLD DOWN WITH 5/8"

DIAMETER ANCHOR ROD, 2'-0"

EMBED WITH DOUBLE 2x6 STUD

TRENCH DRAIN,

SEE MECHANICAL

FLOOR DRAIN,

SEE MECHANICAL

CJ CJ

'-0

24/16 RATED OSB

SHEATHING, TYPICAL

TRIPLE 2x12 HEADER

WITH 1/2" OSB SPACERS

32'-3 1/2"

WOOD TRUSSES @

2'-0" ON CENTER

TRIPLE 2x6 HEADER

WITH 1/2" OSB SPACERS

TRIPLE 2x6 HEADER

WITH 1/2" OSB SPACERS

TRIPLE 2x6 HEADER

WITH 1/2" OSB SPACERS

TRIPLE 2x6 HEADER

WITH 1/2" OSB SPACERS

SLOPE AWAY FROM DOOR

8" CMU FOUNDATION WALL

WITH FULLY GROUTED #4

@ 4'-0" ON CENTER

CONTINUOUS #4

PEA STONE FILL 3 FT DEEP

UNDER ENTIRE AREA OF STOOP

CONCRETE SLAB, SEE FOUNDATION PLAN

CONCRETE SLAB, SEE

FOUNDATION PLAN

3" CLEAR

3" C

CONCRETE FOOTING, SEE

FOUNDATION PLAN

1/2" COMPRESSIBLE FILLER &

SEALANT UNDER THRESHOLD

#4 EPOXY SET 6" INTO CMU

FOUNDATION WALL @ 1'-4" ON CENTER

R-20 RIGID INSULATION

GALVANIZED L3x3x1/4 WITH

3/8" DIAMETER HEADED

STUDS @ 1'-4" ON CENTER

SLOPE AWAY FROM DOOR

8" CMU FOUNDATION WALL

WITH FULLY GROUTED #4

@ 4'-0" ON CENTER

CONTINUOUS #4

PEA STONE FILL 3 FT DEEP

UNDER ENTIRE AREA OF STOOP

CONCRETE SLAB, SEE FOUNDATION PLAN

CONCRETE SLAB, SEE

FOUNDATION PLAN

3" CLEAR

3" C

CONCRETE FOOTING, SEE

FOUNDATION PLAN

1/2" COMPRESSIBLE FILLER &

SEALANT UNDER THRESHOLD

#4 EPOXY SET 6" INTO CMU

FOUNDATION WALL @ 1'-4" ON CENTER

R-20 RIGID INSULATION

GRADE, SEE CIVIL

CONCRETE FOOTING,

SEE FOUNDATION PLAN

R-20 RIGID INSULATION

1/2" COMPRESSIBLE

FILLER AND SEALANT

TREATED 2x6 SILL PLATE ON

SILL SEALER WITH 1/2"

DIAMETER ANCHOR BOLTS @

4'-0" ON CENTER IN SAME

CELL AS FOUNDATION WALL

REINFORCEMENT, 10" EMBED

CONCRETE SLAB ON 6

MIL VAPOR BARRIER

8" CMU FOUNDATION WALL

WITH FULLY GROUTED #4

@ 4'-0" ON CENTER

3" CLEAR

3" C

6" CMU

6" M

#4 @ 1'-0" ON CENTER

MODULAR TRENCH DRAIN

SYSTEM, SEE MECHANICAL

CONCRETE SLAB, SEE

FOUNDATION PLAN

(7) #4 CONTINUOUS

W.W.R. PER PLAN

SAWCUT 25% OF SLAB DEPTH, FILL

JOINT W/ SEALANT

1/3 SLAB DEPTH

SLAB DEPTH

PER PLAN

PRECUT W.W.R. PRIOR TO

PLACING SLAB

WOOD TRUSSES AND BRACING ARE TO BE DESIGNED BY AN ENGINEER

LICENSED IN THE STATE OF MICHIGAN.

7/16" OSB WALL SHEATHING FASTENERS ARE TO BE SPACED @ 6" ON

CENTER AROUND PANEL EDGES.

TRUSSES ARE TO BE ANCHORED TO THE DOUBLE TOP PLATE OF THE

WALLS WITH SIMPSON STRONG-TIE H1 TIES, TYPICAL.

FRAMING GENERAL NOTES:

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T A N D B U D G

F A C

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M )/2

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B N O

.1 2.

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

FOUNDATION PLAN

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

ROOF FRAMING PLAN

SCALE: 3/4" = 1'-0"S210

1 CONCRETE STOOP DETAIL

SCALE: 3/4" = 1'-0"S210

2 FOUNDATION WALL DETAIL @ OVERHEAD DOOR

SCALE: 3/4" = 1'-0"S210

3 TYPICAL FOUNDATION WALL DETAIL

SCALE: 3/4" = 1'-0"S210

4 TRENCH DRAIN DETAIL

SCALE: 3/4" = 1'-0"S210

5 CONCRETE SLAB CONTRACTION JOINT DETAIL

ROUGH CARPENTRY:

GENERAL: Contractor shall verify best location of all framing members to permit the installation of all mechanical systems, duct work, electrical wiring, AND lighting fixtures where shown on the electrical plan and mechanical plan.

PROVIDE and install blocking, backing, plywood, sheathing, furring and miscellaneous light framing required for completion of the Work, which is generally not exposed; where noted on the Drawings, and as specified herein.

LUMBER: Provide lumber graded by an agency certified by the ALSC Board of Review to inspect and grade lumber under the rules indicated.

1.Factory mark each piece of lumber with grade stamp of grading agency.

2.Provide dressed lumber, S4S, unless otherwise indicated.

3.Maximum moisture content of lumber shall be 19-percent for 2-inch nominal thickness or less, no limit for more than 2-inch nominal thickness unless otherwise indicated.

PLYWOOD BLOCKING in partitions AND Mounting Panels for mounting equipment. Provide APA C-D PLUGGED INT with exterior glue.

MISCELLANEOUS WOOD FRAMING AND BLOCKING: Construction grade #2 or better Douglas Fir or equal, S4S.

FASTENERS: Provide fasteners of size and type indicated that comply with the requirements specified for material and manufacture. Where carpentry is exposed to weather, in ground contact, pressure-preservative treated, or in area of high relative humidity, provide fasteners with hot-dip zinc coating complying with ASTM A 153/A 153M.

PRESERVATIVE TREATMENT: Provide preservative treated wood where indicated in the drawings, and as follows: wood cants, nailers, curbs, blocking, stripping and similar members in connection with roofing; and wood sills, sleepers, blocking, furring, stripping and similar concealed members in contact with masonry or concrete.

Preservative Treatment by Pressure Process: AWPA U1; Use Category UC2 for interior construction not in contact with the ground, Use Category UC3b for exterior construction not in contact with the ground, and Use Category UC4a for items in contact with the ground.

INSTALLATION: Set rough carpentry accurately to required levels and lines, with members plumb and true and accurately cut and fitted. Fit carpentry to other construction ; scribe and cope as needed for accurate fit. Locate nailers, blocking, and similar supports to comply with requirements for attaching other construction. Securely attach Work to substrate.

1.Provide fire-blocking in furred spaces, stud spaces, and other concealed cavities as indicated and as follows:

Fire block furred spaces of walls, at each floor level, at ceiling, and at not more than 96 inches o.c. with solid wood blocking or noncombustible materials accurately fitted to close furred spaces.

SHEATHING:

GENERAL: Provide and install wall and roof sheathing as shown on the Construction Documents.

ROOF SHEATHING: Oriented strand board, structural 1 sheathing, span rating not less than 24/16, nominal thickness not less than 15/32".

WALL SHEATHING: Oriented strand board, structural 1 sheathing, nominal thickness not less than 7/16".

FASTENERS: Provide fasteners with hot-dip zinc coating complying with ASTM A 153/A 153M. Nails ASTM F 1667.

PANEL EDGE CLIP: 20 gauge G90 galvanized steel H-clips with embossed dimples to provide 1/8" fap for support of roof sheathing edges.

INSTALLATION: Securely attach sheathing to substrate by fastening as indicated, complying with Table

2304.9.1 "Fastening Schedule" in ICC's "International Building Code". Coordinate wall and roof sheathing installation with flashing and joint-sealant installation so these materials are installed in sequence and manner that prevent exterior moisture from passing through complete assembly. Coordinate sheathing installation with installation of materials installed over sheathing so sheathing is not exposed to precipitation or left exposed at end of the workday when rain is forecast. Install panel edge clips between abutting roof sheathing panels midway between each pair of trusses.

BUILDING INSULATION:

GENERAL: Provide insulation in locations and types as shown on Construction Documents. Comply with ANSI/ASHRAE Standard 90.1-2007, Energy Standard for Buildings except Low-Rise Residential Buildings.

SUBMITTALS: Submit manufacturer’s product literature and installation instructions for each type of insulation and vapor retarder required. Provide certified test reports showing compliance with specified performance values, including r-values, densities, compression strengths, fire performance characteristics, perm ratings, water absorption ratings and similar properties.

BATT INSULATION: Provide CertainTeed Corp. or approved equal; Thermal insulation produced by combining mineral fibers of glass type with thermosetting resins to comply with ASTM C 665 for type III, Class A (blankets with reflective vapor-retarder membrane facing with flame spread of 25 or less); foil-scrim-Kraft vapor-retarder membrane on one face, provide in manufacturer's standard lengths and widths as required to coordinate with spaces to be insulated.

Caulking Compound: Material approved by manufacturer of safing insulation for sealing joint between foil backing of safing insulation and edge of concrete floor slab against penetration of smoke.

EXTRUDED POLYSTYRENE RIGID INSULATION BOARD: At perimeter of foundation and at masonry wall perimeter as shown on Drawings provide Dow Chemical Co. or approved equal; Rigid, cellular thermal insulation with closed-cells and integral high density skin, formed by the expansion of polystyrene base resin in an extrusion process to comply with ASTM C 578 for type IV, with 5-yar aged r-values of 5.4 and 5 at 40 deg.

and 75 deg. F.

1. Board Density: 1.6 lbs./cu.ft. min. density, unless otherwise indicated.

2. Board Thickness: 2 inch and 3 inch unless otherwise indicated on Drawings.

3. Thermal Resistance: R of 10 (minimum) and 5 per inch, refer to Drawings for locations.

4. Compressive Strength: 30 PSI

EXTERIOR FINISH CARPENTRY:

GENERAL: Provide and install plywood siding, plywood soffit, and exterior wood trim as shown on the Construction Documents.

EXTERIOR TRIM: Western red cedar, Grade B, maximum moisture content = 19%, finger jointing not allowed, face to be saw textured.

PLYWOOD SIDING: APA-rated siding, face grade 303-NR, 5/16" thickness, Western red cedar, T1-11 with grooves 8" on center, surface to be rough sawn.

PLYWOOD SOFFIT: Exterior Grade B-C, face grade 303-NR, 3/8" thickness, Western red cedar, plain pattern, surface to be rough sawn.

FASTENERS: Provide hot-dipped galvanized nails or screws in sufficient length to penetrate completely through cold-formed steel furring or not less than 1 1/2" into wood substrate.

CONTINUOUS SOFFIT VENT: Aluminum hat channel shape with stamped louvers, 2" wide and in lengths not less than 8'-0", Net free area = 6 square inches per linear foot.

INSTALLATION: Install siding to comply with manufacturer's instructions. Install panels with edges over framing or blocking. Fasten at 6" on center at panel perimeter and 12" on center at intermediate supports unless manufacturer recommends tighter spacing. Leave 1/16" gap between adjacent panels and 1/8" gap at perimeter, openings, and horizontal joints unless otherwise recommended by manufacturer. Apply finish within two weeks of installation.

WEATHER BARRIER:

GENERAL: Provide and install weather barrier as shown on the Construction Documents.

WEATHER BARRIER: Provide Dupont Tyvek CommercialWrap or comparable product. Air Barrier Association of America evaluated to exceed ABAA, ASHRAE 90.1 and IECC air leakage requirements when tested in accordance with ASTM E2357.

INSTALLATION: Follow all manufacturer instructions and recommendations.

ASPHALT SHINGLES:

GENERAL: Provide and install asphalt shingles, underlayment, ridge vent, and flashings as shown on the Construction Documents.

WARRANTY: Material warranty period to be 40 years from the date of substantial completion. Wind speed warranty to be 15 years from the date of substantial completion to resist damage caused by winds of up to 115 mph. Algae-resistance warranty to be 10 years from the date of substantial completion to resist discoloration.

Installation warranty to be 5 years from the date of substantial completion.

GLASS-FIBER-REINFORCED ASPHALT SHINGLES: Laminated Strip Asphalt Shingles, ASTM D 3462/D 3462M, laminated, multi-ply overlay construction, glass-fiber reinforced, mineral-granule surfaced, self-healing.

Granules resist algae discoloration. Manufacturer's standard ridge shingles to match asphalt shingles. Color as selected by Owner.

UNDERLAYMENT: Self-adhering sheet underlayment, granular surfaced, ASTM D 1970/D 1970M, minimum of 50 mil thick sheet, glass-fiber-mat-reinforced, SBS-modified asphalt, mineral-granule surfaced, with release backing, cold applied.

RIDGE VENT: Rigid section high-density polypropylene or other UV-stabilized plastic ridge vent for use under ridge shingles. Non-woven geotextile filter strips, external deflector baffles.

ROOFING NAILS: ASTM F 1667, minimum 0.12" diameter, 3/8" minimum diameter flat head, of sufficient length to extend at least 1/8" through OSB sheathing.

DRIP EDGES: comply with SMACNA's "Architectural Sheet Metal Manual", fabricate in lengths not exceeding 10' with 2" roof deck flange and 1 1/2" fascia flange with 3/8" drip at lower edge.

PIPE FLASHING: Form flashing around pipe penetrations, fasten and seal to asphalt shingles as recommended by manufacturer.

INSTALLATION: Follow all manufacturer instructions and recommendations. Install underlayment wrinkle-free on roof deck. Install rake drip edges over underlayment. Install eave drip edges under underlayment. Install asphalt shingles according to NRCA's "NRCA Guidelines for Asphalt Shingle Roof Systems". Extend shingles 1/2" over fascia at eaves and rakes. Install continuous ridge vent over asphalt shingles, fasten with roofing nails of sufficient length to penetrate sheathing. Install ridge cap shingles over ridge vent to shed water away from direction of prevailing winds without obstructing air flow.

SHEET METAL FLASHING AND TRIM:

GENERAL: Provide flashing and sheet metal components for building construction to include: Masonry through-wall flashing, metal counter-flashing, built-in metal valleys, gutters, and scuppers, gutters and downspouts, exposed metal trim units and miscellaneous sheet metal accessories.

SUBMITTALS: Submit physical samples for approval, shop drawings, and product data.

QUALITY ASSURANCE: Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions.

COMPONENTS:

1. Pre-finished Galvanized Steel Sheet: ASTM A755/A755M; Structural steel sheet, G90 zinc coating; 0.024 inch thick core steel, shop pre-coated with acrylic top coat; color as selected from manufacturer’s standard colors.

2. Pre-finished Aluminum Sheet: ASTM B209; 3003 Alloy, H14 Temper, 0.032 inch thick; plain finish shop pre-coated with acrylic top coat.

ACCESSORIES:

1. Fasteners: Same material and finish as flashing metal, with soft neoprene washers.

2. Underlayment: ASTM D4397, 6 mil polyethylene.

3. Slip Sheet: Rosin sized building paper, minimum 3 lb/100 sq.ft.

4. Protective Backing Paint: FS TT-C-494, bituminous.

5. Butyl Sealant: ASTM C 1311, single component, solvent release butyl rubber sealant, polyisobutylene plasticized, heavy bodied for hooked-type expansion joints with limited movement.

6. Elastomeric Sealant: Generic type recommended by sheet metal manufacturer and fabricator of components being sealed and complying with requirements for joint sealants as specified in Joint Sealants.

7. Sealing Tape: Pressure-sensitive, 100 percent solids, polyisobutylene compound sealing tape with release-paper backing. Provide permanently elastic, nonsag, nontoxic, nonstaining tape.

8. Plastic Cement: ASTM D4586, Type I.

9. Solder: ASTM B32, type suitable for application and material being soldered.

10. Asphalt Roofing Cement: ASTM D4586, asbestos free, of consistency required for application.

Gutters and Downspouts: Provide gutters and downspouts in ogee shape, 6" in size with mitered and welded corners. Downspouts shall be sized according to building code requirements. Including straps, hangers, or other attachment devices; screens, end plates, and trim and other accessories required for a complete installation. Provide PVC boots.

1. Gutters and downspouts to be fabricated from formed-aluminum sheet in thickness indicated on drawings or not less than 0.040 inch.

Copings: Aluminum sheet interlocking multi-part coping system, 0.63" thickness; Snap-Lok Coping by MM Systems Corp or approved equal.

1. Provide Fluoropolymer finish, 2-coat, Kynar 500.

Fasteners: Same metal as flashing/sheet metal or, other noncorrosive metal as recommended by sheet manufacturer. Match finish of exposed heads with material being fastened.

FABRICATION: Form sections in shape as indicated on drawings, accurately in size, square, and free from distortion or defects. Form pieces in longest possible lengths. Hem exposed edges on underside ½ inch, miter and seam corners. Fabricate corners from one piece with minimum 18 inch long legs, seam for rigidity and seal with sealant.

FACTORY FINISHING: Provide fluoropolymer coating, multiple coat as specificed for sheet metal system, thermally cured, conforming to AAMA 2604. Finish concealed side of metal sheets with washcoat compatible with finish system, as recommended by finish system manufacturer.

INSTALLATION: Follow recommendations of SMACNA "Sheet Metal Manual". Allow for expansion. Isolate dissimilar materials. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction and with uniform appearance. Coordinate with work of other sections.

JOINT SEALANTS:

GENERAL: Provide and install sealants with requirements included herein, in order to establish and maintain airtight, vermin proof, and waterproof continuous seals on a permanent basis.

MATERIALS: Provide joint sealants, backings, and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by sealant manufacturer based on testing and field experience.

HIGH PERFORMANCE GENERAL PURPOSE EXTERIOR (NON-TRAFFIC) SEALANT: Polyurethane or polysulfide; ASTM C920, Grade NS, Class 25, Uses M, G, and A; single or multi-component.

Applications: Use for:

1.Control, expansion, and soft joints in masonry.

2.Joints between concrete and other materials.

3.Joints between metal frames and other materials.

4.Other exterior nontraffic joints for which no other sealant is indicated.

GENERAL PURPOSE TRAFFIC BEARING SEALANT: Polyurethane or polysulfide; ASTM C920, Grade P, Class 25, Use T; single of multi-component.

Applications: Use for exterior and interior pedestrian and vehicular traffic bearing joints.

GENERAL PURPOSE INTERIOR SEALANT: Acrylic emulsion latex; ASTM C834, single component, paintable.

Applications: Use for:

1. Interior wall and ceiling control joints.

2.Joints between door and window frames and wall surfaces.

3.Other interior joints for which no other type of sealant is indicated.

COLOR: Sealant colors in not field painted areas shall be clear or match adjacent colors unless a color is specified. Sealants in field painted areas shall be paintable or installed after painting is complete.

ACCESSORIES

1. Primer - Non-staining type, recommended by sealant manufacturer to suit application.

2. Joint Cleaner - Non-corrosive and non-staining type, recommended by sealant manufacturer; compatible with joint forming materials.

3. Joint Backing - ASTM D 1056; round, closed cell polyethylene foam rod; oversized 30 to 50 percent larger than joint width; Green Rod Manufactured by NMC, Inc..

INSTALLATION: Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction and with uniform appearance. Coordinate with work of other sections. Clean and prime joints, and install bond breakers, backer rods and sealant as recommended by manufacturers.

Examine substrate; report unsatisfactory conditions in writing. Beginning work means acceptance of substrates.

Provide sealant at base of water-resistant gypsum board. Provide 1/2" high continuous bead of silicone sealant between water-resistant gypsum board panels and concrete floors, prior to installation of floor and wall finishes.

Cure and protect sealants as directed by manufacturers. Replace or restore damaged sealants. Clean adjacent surfaces to remove spillage.

HOLLOW METAL DOORS AND FRAMES:

GENERAL: Provide exterior metal doors and frames, where noted on the Drawings and as specified herein.

Comply with applicable requirements of the Steel Door Institute `Recommended Specifications: Standard Steel Doors and Frames'.

SUBMITTALS: Submit product data, complete schedule, and shop drawings of each door type, and installation details.

HOLLOW METAL FRAMES: Frames shall comply with ANSI/SDI A250.8, and be fabricated from cold-rolled sheet steel, unless metallic-coated sheet is indicated.

1. Provide 14 gauge hot-dipped galvanized cold-rolled steel, fully welded.

2. Provide minimum of 4 galv. wire type, corrugated sheet metal, or expansion type anchors per jamb.

3. Provide floor angle anchors.

4. Fabricate frames with mitered or coped corners.

5. Hardware Reinforcement: ANSI/SDI A250.6.

6. Provide shop prime finish, Apply manufacturer's standard primer immediately after sealing and pretreating;

ANSI/SDI A250.11.

HOLLOW METAL DOORS: Doors shall be 18 gage cold-rolled min., hot-dipped galvanized sheet steel faces, flush type with top, bottom and all edges fully welded and ground smooth. Provide weep holes at bottom, to allow escape of entrapped moisture.

1. Exterior Doors (Insulated): 1-3/4 inch thick, Level 3 – Extra heavy duty, model 2, seamless design, thermal insulated door with total insulation R-value of 4 measured in accordance with ASTM C1363.

2. Interior Doors (Non-rated): 1-3/4 inch thick, Level 2 – Heavy duty, model 2, seamless design.

3. Components: Core to be polyurethane; Face to be zinc coated steel sheet in accordance with ANSI 250.

4. Hardware Reinforcement: Comply with ANSI/SDI A250.6.

5. Finish: Provide shop prime finish. Apply manufacturer’s standard primer immediately after sealing and pretreating; comply with ANSI/SDI A250.11.

GENERAL FABRICATION: Fabricate steel door units to be rigid, neat in appearance and free from defects, warp or buckle. Where possible, fit and assemble units in manufacturer's plant. Shop prime all hollow metal doors and frames.

HARDWARE PREPARATION: All doors and frames shall be mortise and reinforced for hardware in the factory.

Provide three silencers for single door frames. See Hardware Schedule on Construction Documents for additional information.

INSTALL hollow metal doors and frames in accordance with ANSI A250.8 and manufacturer's recommendations. Set frames accurately in position, plumbed and aligned. Fit doors accurately within frames.

Sand smooth all rust or damaged areas of prime coat and apply touch-up coat of compatible primer.

SECTIONAL DOORS:

GENERAL: Provide and install insulated sectional overhead door and operator as shown on the Construction Documents.

SUBMITTALS: Provide product data for sectional door, track, and operator.

WARRANTY: Manufacturer's standard form in which manufacturer agrees to repair or replace components of sectional doors that fail in materials or workmanship within two years from date of substantial completion.

INSULATED STEEL SECTIONAL OVERHEAD DOORS: Provide 422 Series insulated sectional steel doors by Overhead Door Corporation or comparable product. Color as selected by Owner. R-7.35 minimum, not less than 25,000 operation cycles, weatherseals fitted to bottom and top and around entire perimeter of door, case-hardened roller tire material, equip door with slide bolt for padlock, torsion spring counterbalance, polystyrene insulation, standard lift track.

ELECTRIC DOOR OPERATOR: Standard duty, up to 60 cycles per hour, trolley operator type, interior motor exposure, automatic photoelectric sensor obstruction detection device, interior remote control station.

INSTALLATION: install sectional doors and operating equipment complete with necessary hardware, anchors, inserts, hangers, and equipment supports according to maufacturer's written instructions.

DOOR HARDWARE:

GENERAL: Provide and install finish hardware throughout the Work as needed for a complete installation and as indicated on Drawings.

SUBMITTALS: Provide product data and schedule for each type of product.

1. Keying schedule: shall be prepared by distributor detailing owner's final keying instructions for locks.

QUALITY ASSURANCE: Provide door hardware listed by UL or Intertek Testing Services for all fire-rated openings. Locks shall meet all local and federal accessibility requirements.

Latches and locks for means of egress doors shall comply with NFPA 101. Latches shall not require more than 15 lbf to release the latch. Locks shall not require use of a key, tool, or special knowledge for operation.

INSTALL hardware items at heights recommended by the Door and Hardware Institute, except as specifically required to comply with local codes. Install hardware in compliance with the manufacturer's instructions and recommendations. Set units level, plumb, and true

HARDWARE SCHEDULE:

All hardware shall be extra heavy duty and as indicated on the Drawings.

HINGES: Butts and hinges shall be per BHMA A156.1. Provide full mortise type sufficient to clear trim projection when door swings 180 degrees, 41/2" heavy weight typ. for 13/4" doors, stainless steel pin (non-removable). Basis of Design: Mckinney

LOCKSETS: ANSI A156.2, grade 1, bored, cylindrical locksets, 23/4" standard backset, furnish levers with rose as selected from manuf. standards. Basis of Design: Best, field verify and match existing building standard.

CYLINDERS: ANSI A156.5, grade 1, 7 pin type interchangeable core type, keyed as directed by owner. Basis of Design: Best, field verify and match existing building standard.

CLOSERS: ANSI A156.4 surface mounted, overhead concealed, full rack AND pinion type with steel spring AND non-freezing hydraulic fluid. Basis of Design: Dorma 8916 x AF89 x 689.

THRESHOLDS: Maximum 1/2" height. Basis of Design: National Guard

WALL STOPS: ANSI A156.1, grade 1, 21/2" wall stop with no visible screws. Basis of Design: Dockwood 409 x 32D.

FINISHES: BHMA 630, satin finished stainless steel. (field verify AND match existing).

KEYING: Comply with Owner's instructions for master keying.

PLASTIC-CLAD WOOD WINDOWS:

GENERAL: Provide and install winyl-clad wood-framed windows as shown on the Construction Documents.

SUBMITTALS: Submit product data and shop drawings for each window type and installation details.

WARRANTY: 20 years on glass, 10 years on non-glass parts.

WOOD WINDOWS: Provide Andersen 200 Series Windows or comparable product. Frame to be lumber capped with rigid vinyl, preservative treated WDMA I.S.4. Interior sash to be solid lumber, kiln dried, suitable for painted finish, preservative treated WDMA I.S.4. Exterior sash to be co-extruded rigid vinyl or liquid applied vinyl over clear lumber. Interior finish to be factory painted white. Exterior finish to be as selected by Owner from manufacturer's standard colors. Double-hung performance class LC and grade PG30. Manufacturer's standard weatherstripping, attachment flanges, and locking hardware. Convential aluminum framed insect screen with fiberglass screen cloth. Glazing U-factor = 0.29, SHGC = 0.32, VLT = 0.54, STC/OITC = 27/22.

Glass units to be high-performance Low-E glass, dual-pane, dual sealed insulated glass units with polyisobutylene primary seal, silicone secondary seal, and stainless steel spacers.

INSTALLATION: Install in accordance with manufacturer's instructions.

GYPSUM BOARD:

GENERAL: Provide gypsum wall board systems in accordance with Michigan Building Code. Provide and install gypsum wallboard, and drywall finishing of partitions, furring, ceiling and soffit drops where shown or noted on the drawings and as specified herein.

SUBMITTALS: Submit product data for each type of product.

QUALITY ASSURANCE: Perform work in accordance with ASTM C840, GA-214, GA-216, and GA-600.

GYPSUM BOARD: Refer to Drawings for gypsum board thickness required.

1. Water Resistant Gypsum Board: Install 5/8 inch thickness water resistant gypsum board throughout project.

TRIM ACCESSORIES: Provide manufacturer's standard galvanized steel trim with beads for concealment of flanges in joint compound. Use vinyl trim with water-resistant gyp. board.

JOINT TREATMENT: ASTM C475, paper reinforcing joint tape, with ready mixed vinyl-type joint compound, multi-purpose grade.

INSTALLATION: Comply with `Gypsum Construction Handbook' by United States Gypsum Co., Gypsum Assoc.

GA-216 `Recommended Specifications for the Application and Finishing of Gypsum Board' and ASTM C754 `Installation of Framing Members to Receive Screw Attached Gypsum Wallboard, Backing Board, or Water Resistant Backing Board' for all installations.

GYPSUM BOARD FINISH LEVELS: Finish panels to levels indicated below and according to ASTM C840:

1. Level 5: Walls and ceilings exposed to view.

FIBERGLASS REINFORCED WALL PANELS:

GENERAL: Provide fiberglass reinforced wall panels (FRP) and accessories as indicated on Drawings.

SUBMITTALS: Provide product data and physical samples for verification for review.

QUALITY ASSURANCE: Provide FRP and accessories as produced by a single manufacturer, including recommended primers, adhesives, sealants, and leveling compounds.

FRP: Provide and install Marlite Standard FRP, or comparable product complying with ASTM D 5319. 0.090" thickness. 4'-0" width. 10'-0" length. Smooth back surface, pebble front finish. Class A fire rated per ASTM E

84. Color as selected by Owner.

TRIM: Provide manufacturer standard base molding, inside corner, outside corner, division, and edge trims.

ADHESIVE: Manufacturer recommended construction adhesive complying with ASTM C 557.

INSTALLATION: Comply with manufacturer's recommended procedures and installation sequence. Apply panel moldings to all panel edges using silicone sealant providing for required clearances.

RESILIENT BASE:

GENERAL: Provide resilient base and accessories as indicated on Drawings.

SUBMITTALS: Provide product data and physical samples for verification for review.

QUALITY ASSURANCE: Provide resilient base and accessories as produced by a single manufacturer, including recommended primers, adhesives, sealants, and leveling compounds.

RESILIENT BASE:

1. Resilient Base Standard: ASTM F 1861.

2. Material Requirement: Type TV, vinyl, thermoplastic.

3. Style: Cove (base with toe), field verify and match existing in all new locations.

4. Minimum Thickness: 0.125 inch

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 Apr 3, 2024.