Plans 22031_Part1.pdf

PDF 5 MB Posted Jan 3, 2023

Attached to: 751/22031. ABG; Manistique Fire Shop at Wyman SF Nursery
Solicitation number: RFQ - 171 - 230000000095
Issued by: Schoolcraft County, Mayville Village, Michigan

About this file

Written by GovTribe AI · Apr 3, 2024

This document is a set of construction plans and supporting information for a state and local contract opportunity related to the Manistique Fire Shop Garage at Wyman State Forest Nursery in Manistique, Michigan. The project is being managed by the Michigan Department of Technology, Management and Budget (DTMB) and the Michigan Department of Natural Resources (MDNR).

The project involves the construction of a new 26,412 square foot fire shop garage facility at the Wyman State Forest Nursery in Manistique. The project documents include site plans, civil engineering details, structural plans, architectural drawings, and mechanical/electrical/plumbing plans. The bid set is due on December 5, 2022, and the project is scheduled for a 50% plan review on October 20, 2022 and a 90% plan review on November 21, 2022. The contract award date is not specified. The project duration is not explicitly stated.

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Other files

File	Type	Posted
Specifications 22031_Part2.pdf	PDF	Jan 3, 2023
Addendum No. 2 FINAL.pdf	PDF	Jan 3, 2023
Plans 22031_Part2.pdf	PDF	Jan 3, 2023
Specifications 22031_Part3.pdf	PDF	Jan 3, 2023
Advertisment 22031.pdf	PDF	Jan 3, 2023
Specifications 22031_Part1.pdf	PDF	Jan 3, 2023
Addendum 1 22031.pdf	PDF	Jan 3, 2023
Plans 22031_Part3.pdf	PDF	Jan 3, 2023

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P L U R I B U

E S U N U M

C I R C U M S P I C E

SI QU EREI S PENI NSUL AM AMOENA

FILE NO.: 751 / 22031.ABG

STATE OF MICHIGAN

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

FACILITIES AND BUSINESS SERVICES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

ADAM P. LACH, RA, DIRECTOR

CONTACT LIST:

STATE OF MICHIGAN DTMB

ALAN GOSCHKA, AIA - PROJECT DIRECTOR - (517)-388-3489

EMAIL: GOSCHKAA@MICHIGAN.GOV

JASON PASCOE - FIELD REPRESENTATIVE - (906)-280-1046

EMAIL: PASCOEJ2@MICHIGAN.GOV

MICHIGAN DEPARTMENT OF NATURAL RESOURCES (MDNR)

SHARON CONLEY - FACILITIES COORDINATOR - (517)-896-4548

EMAIL: CONLEYS2@MICHIGAN.GOV

ROBERT BURNHAM - DNR UNIT MANAGER - (906)-420-1645

EMAIL: BURNHAMR2@MICHIGAN.GOV

SCOTT LAKOWSKI - DNR EUP DISTRICT MANAGER - (906) -630-0518

EMAIL: LAKOWSKIS@MICHIGAN.GOV

SHEILA CLARK - DNR NURSERY MANAGER - (906)-286-2213

EMAIL: CLARKS2@MICHIGAN.GOV

PROFESSIONAL SERVICE CONTRACTOR

JEREMY GAGNON - PRIMARY CONTACT

PROJECT MANAGER

U.P. ENGINEERS & ARCHITECTS, INC.

707 ASHMUN STREET

SAULT STE. MARIE, MI 49783

(906)-635-0511

EMAIL: JGAGNON@UPEA.COM

PROJECT LOCATION

BUILDING CODE SUMMARY

2015 MICHIGAN BUILDING CODE

USE GROUP:

CONSTRUCTION TYPE:

2015 MICHIGAN MECHANICAL CODE

2018 MICHIGAN PLUMBING CODE

2015 MICHIGAN ENERGY CODE

2017 NATIONAL ELECTRICAL CODE and MICHIGAN PART 8

EXTERIOR WALLS:

ROOF CONSTRUCTION:

FLOOR CONSTRUCTION:

AUTOMATIC SPRINKLER SYSTEM:

ALLOWABLE NUMBER OF STORIES:

ALLOWABLE AREA FACTOR:

NUMBER OF STORIES:

TOTAL ALLOWABLE AREA:

EGRESS PROVIDED:

DISTANCE TO EXIT FROM MOST REMOTE LOCATION:

BUILDING AREA PROPOSED:

S-1 - COMMERCIAL GARAGE

WOOD STUD

WOOD TRUSSES

SLAB ON GRADE

NOT REQUIRED

17,500 SF

4,348 SF

(2) x 32" = 64"

82 FEET

33 G5

30 65

17 139

55 52

32 180

14 12

CEDARVILLE

HESSEL

WHITEFISH

POINT

SAULT

STE

MARIE

NATIONAL PARK

ISLE ROYALE

NORWAY

MARENISCO

WHITE PINE

BERGLAND

NEWBERRY

SILVER

CITY

BESSEMER

IRONWOOD

WAKEFIELD

GREEN BAY

GWINN

HERMANSVILLE

MENOMINEE

IRON MOUNTAIN

VULCAN

CASPIAN

TROUT

WATERSMEET

CREEK

CROSSING

MASS

CITY

BRUCE

ONTONAGON

ROCKLAND BARAGA

ARNHEIM

CRYSTAL

FALLS

ISHPEMING

MICHIGAMME

L'ANSE

AURA SKANEE

MARQUETTE

NEGAUNEE

MANISTIQUE

ESCANABA

FAYETTE

GARDEN

MUNISING

CURTIS

CITY

GOULD

HARBOR

CALUMET

RIPLEYHOUGHTON

CHASSELL

HANCOCK

DELAWARE

LAKE

LINDEN

LAURIUM

EAGLE

HARBOR

COPPER

MACKINAC

ISLAND

IGNACE

INDIAN

RIVER

CHEBOYGAN

MACKINAW CITY

PELSTON

ONAWAY

GAYLORD

PETOSKEY

CHARLEVOIX

MANCELONA

KALKASKA

TRAVERSE

CITY

EMPIRE

ELBERTA

ARCADIA

MANISTEE

SCOTTVILLE

BALDWINLUDINGTON

SHELBY

BIG RAPIDS

MOUNT

PLEASANT

CADILLAC

GRAYLING

EAST

TAWAS

ROSCOMMON

LACHINE ALPENA

WOLVERINE

ATLANTA

ROGERS CITYALANSON

CROSS

VILLAGE

BOYNE CITY

BELLAIRE

JORDAN

EASTPORTNORTHPORT

LELAND

BUCKLEY

FIFE

LAKE

FRANKFORT

MESICK

MANTON

BEAR

LAKE

LILLEY

HESPERIA

WHITE

CLOUD

EVART

REMUS

MIDLAND

SAGINAW

BAY

CITY

HARRISVILLE

CURRAN

MIO

OSCODA

TAWAS CITY

WEST

BRANCH

STANDISH

GLADWIN

McBAIN

LAKE CITY

CLARE

CARO

TROUT LAKE

BREVORT

IRON RIVERBRULE

WASHBURN

POPLAR

ASHLAND

PORT WING BAYFIELD

ODARRAH

MELLEN

UPSON

HURLEY

GLIDDEN

PARK FALLS

CLAM LAKE

MERCER

PRESQUE

ISLE

LAND O'LAKES

EAGLE

RIVER

PHELPS

FLORENCE

NIAGRA

CRANDON

SUPERIOR

HAYWARD

MINONG

CABLE

SHELL LAKE

GRANTSBURG

BALSAM

LAKE BARRON

MENOMONIE

DURAND

ALMA

WHITEHALL

BLACK

RIVER

FALLS

SPARTA

LA CROSSE

FRIENDSHIP

MONTELLO

WAUTOMA

GREEN

LAKE

FOND DU LAC

OSHKOSH

APPLETON

DE PERE

GREEN BAY

KEWAUNEE

STURGEON BAY

MARINETTE

OCONTO

SHAWANO

KESHENA

WAUSAU

STEVENS

POINT

WAUPACA

RHINELANDERPHILIPS

MEDFORD

MERRILL

ANTIGO

EAU CLARE

LADYSMITH

THREE

LAKES

MICHIGAN

WISCONSIN

LAKE

MICHIGAN

LAKE

SUPERIOR

HURON

LAKE

100 PORTAGE STREET

HOUGHTON, MI 49931

P (906) 482-4810 F (906) 482-9799

1 2 3 4 5

U.P. ENGINEERS &

ARCHITECTS, INC.

2906 N. STEPHENSON AVE, SUITE 2

IRON MOUNTAIN, MI 49801

P (906) 779-0937 F (906) 779-0947

424 S. PINE ST.

ISHPEMING, MI 49849

P (906) 485-1011 F (906) 485-1013

1701 DUNLAP AVE., SUITE B

MARINETTE, WI 54143

P (715) 732-4188 F (715) 732-4189

707 ASHMUN STREET

SAULT STE. MARIE, MI 49783

P (906) 635-0511 F (906) 635-0612

T N

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MANISTIQUE FIRE SHOP GARAGE AT WYMAN

STATE FOREST NURSERY

MICHIGAN DEPT. OF NATURAL RESOURCES

G001

COVER SHEET

M A N

Q U E

R E

O P G A R A G E A T

A N S

F O R

T N U R

R Y

, M I 4

-0

M A N

Q U E

R E

O P G A R A G E A T

A N S

F O R

T N U R

R Y

A N D

O F N A

R A L R

O U R C

MANISTIQUE, MI 49854

SHEET INDEX

NUMBER SHEET NAME

G001 COVER SHEET

C101 EXISTING AND DEMOLITION SITE PLAN

C102 SITE LAYOUT PLAN

C103 GRADING & UTILITY PLAN

C301 STORM PROFILES

C501 SITE UTILITY DETAILS

C502 SITE GENERAL DETAILS

C503 BMP DETAILS

C504 GRINDER STATION DETAILS

S001 STRUCTURAL NOTES AND DETAILS

S101 FOUNDATION PLAN

S102 FRAMING PLANS

A001 ARCHITECTURAL STANDARDS

A101 BUILDING PLANS

A102 REFLECTED CEILING PLANS

A201 BUILDING ELEVATIONS

A202 BUILDING ELEVATIONS

A203 BUILDING SECTIONS

A301 WALL SECTIONS

A601 ARCHITECTURAL SCHEDULES AND DETAILS

P001 MECHANICAL AND PLUMBING ABBREVIATIONS AND SYMBOLS

P101 PLUMBING PLAN

P401 PLUMBING ISOMETRICS

P501 PLUMBING DETAILS

M101 MECHANICAL PLAN - BASE BID

M201 MECHANICAL PLAN - ALTERNATE #1

M501 MECHANICAL DETAILS

M601 MECHANICAL SCHEDULES

E001 ELECTRICAL SYMBOLS AND NOTES

E101 ELECTRICAL PLAN BASE BID

E102 ELECTRICAL PLAN BID ALTERNATE #1

E501 ELECTRICAL DETAILS

E601 ELECTRICAL SCHEDULES

PROJECT LOCATION

480 N. INTAKE PARK,

MICHIGAN DEPT. OF TECHNOLOGY,

MANAGEMENT AND BUDGET

/2 1/

BENCHMARK DATA CONTROL POINT DATA

LEGEND:

NOITUAC

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EXISTING AND

DEMOLITION

SITE PLAN

C101

-0

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N R

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REFERENCE POINTS

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SITE

LAYOUT

PLAN

C102

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-2

GRADING &

UTILITY

PLAN

C103

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G A

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A T

A N

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W G

A N

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A N

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A N

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A R

A G

E A

A N

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-2

STORM

PROFILES

C301

N R

-1 4-

N R

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M A

U E

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G A

R A

G E

A T

A N

R A

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M A

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-0

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CONDUIT TRENCH DETAILA2

A TYPICAL PIPE TRENCH SECTION

D TYPICAL WATER/ELECTRIC/GAS TRENCH SECTION

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UTILITY

DETAILS

C501

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A1 CLEAN OUT DETAIL

TYPICAL UNDERDRAIN

A2 STORM UNDERDRAIN DETAIL

A1 CATCH BASIN DETAIL 2' & 4'

TYPICAL CATCH BASINTYPICAL STORM MANHOLE

SEPTIC TANK PUMP STATION DETAIL

C2 PIPE BOLLARD DETAIL

C500

4" TOOLED CONTROL JOINT, THEN

SAW JOINT TO 14 PAVEMENT DEPTH

MEDIUM BROOM FINISH

SEE

COMPACTED

SUBGRADE OR FILL

TYPE S1/S2

4" RADIUS TYP.

CONCRETE WALK

C500

CONTROL JOINT,

SEE DETAIL

MEDIUM BROOM FINISH

PERPENDICULAR TO

WALK DIRECTION

B3 CONTROL JOINT B4 MEDIUM BROOM FINISH

COMPACTED SAND BASE

COURSE (TYPE A5)

B5 EXPANSION JOINT

C500

COMPACTED SUBGRADE OR FILL TYPE S1/S2

MEDIUM BROOM FINISH,

SEE DETAIL

CONCRETE PAVEMENT

COMPACTED SAND BASE

COURSE (TYPE A5)

CONTROL JOINT

SEE DETAIL

C500

1/2" RADIUS6" x 6" -10/10 WELDED WIRE

THICKENED EDGE, TYP. ALL WALKS

WHERE ADJACENT TO

ASPHALT/AGGREGATE PAVEMENTS

WITH NO CURBING

ASPHALT PAVEMENT OR

AGGREGATE PAVEMENT

CONCRETE WALK,

BROOM FINISH FOR JOINTS,

SEE DETAILS

1'- 0"

COMPACTED SAND BASE

COURSE (TYPE A5)

ASPHALT

PAVEMENT

C500

B1 CONCRETE WALK B2 PAVED NON- CURBED EDGES

THICKENED EDGE CONCRETE

C500

6" x 6" -10/10 WELDED WIRE

A1 CONCRETE PAVEMENT DETAIL A2 GRAVEL PAVEMENT DETAIL A3 PAVEMENT DETAIL

PERFORMANCEIDENT. NO. ITEM RATE PER yd2

GRADE REMARKS

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C3 TYPICAL CMU WALL DETAIL

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BMP

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B4 TYPICAL CHECK DAM

C4 TYPICAL MULCH BLANKET

A1 DEWATERING TYPICAL A3 SILT FENCE TYPICAL

A2 STRAW BALE CHECK

SIDE AND TOP HEADERTOE HEADER

C1 RIPRAP HEADER DETAILS

B4 SIGNAGE/POST DETAIL

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GRINDER

STATION

C504

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C4 ONE LINE DIAGRAM - SIMPLEX GRINDER STATION

A1 TYPICAL CONDUIT ENTRY

A4 SIMPLEX GRINDER STATION DETAIL

FOR FORCE MAIN AND TANK PIPING

PIPE BEDDING DETAIL

CONTRACTOR NOTES:

BASIS OF DESIGN:

GENERAL NOTES

LIFT STATION DATA

LIFT STATION ELECTRICAL SCHEDULE

1. ALL FOOTINGS HAVE BEEN SIZED BASED ON AN ALLOWABLE BEARING CAPACITY OF

2,000 POUNDS PER SQUARE FOOT (psf). CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR VERIFYING AND PROVIDING 2,000 psf BEARING CAPACITY AT THE

PREPARED SITE FOR ALL FOOTINGS AND SLABS WITH 1" OR LESS DIFFERENTIAL

SETTLEMENTS. (OVERALL SETTLEMENT COULD BE APPROXIMATELY 2") CONCRETE

SHALL NOT BE PLACED IN WATER OR ON FROZEN GROUND.

2. THE CONCRETE FLOOR SLAB SHALL BE CUT WITH AT 1/4" WIDE x 11/2" DEEP SAWCUT PER

PLAN. IF A PLAN IS NOT PROVIDED, CONTRACTOR SHALL SUBMIT A SAW-CUTTING PLAN

TO THE ENGINEER/ARCHITECT FOR APPROVAL. ALL SAWCUT JOINTS SHALL BE FILLED

SEALANT PER SPECIFICATIONS. ALL FLOOR SLAB CUTTING SHALL BE PERFORMED

IMMEDIATELY AFTER PLACEMENT OF CONCRETE AND WHEN CONCRETE CAN SUPPORT

LABORER AND SAWCUTTING DEVICE. SAWCUTTING SHALL OCCUR WITHIN 24 HOURS

AFTER PLACEMENT AND SHALL PROVIDE ENOUGH SAWCUTTING SUCH THAT NO OTHER

SLAB CRACKING WILL OCCUR. SAWCUT JOINTS TO BE STRAIGHT AND TRUE.

3. PROVIDE 6-MIL VAPOR BARRIER UNDER ALL INTERIOR CONCRETE SLABS.

4. CONCRETE FOR THIS PROJECT SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE

STRENGTH ACCORDING TO THE FOLLOWING:

A. FOOTINGS: 4,000 psi B. WALLS, COLUMNS, STRUCTURAL CONCRETE: 4,000 psi C. INTERIOR SLABS ON GRADE AND THICKENED EDGE: 4,000 psi D. EXTERIOR SLABS ON GRADE: 4,000 psi

5. ALL REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A615, GRADE 60 (Fy= 60,000 psi). ALL WELDED WIRE MESH (WWM) SHALL BE IN ACCORDANCE WITH ASTM.

FOUNDATIONS AND FOOTINGS:

6. ALL REINFORCING STEEL LAP SPLICES, NOT OTHERWISE SHOWN ON

THE CONSTRUCTION PLANS SHALL BE AS FOLLOWS:

A. #4's - 18" B. #5's - 24" C. #6's - 36" D. #8's - 48"

7. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF

THE SPECIFICATIONS, THE LATEST EDITION OF THE ACI 318, BUILDING

CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 4301,

SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. IN

CASE OF CONFLICT, THE MORE STRINGENT REQUIREMENTS SHALL

GOVERN.

8. CONTRACTOR SHALL PROVIDE CORNER BARS OF EQUAL OR GREATER

SIZE TO HORIZONTAL WALL REINFORCEMENT AT ALL CORNERS AND

INTERSECTIONS OF CONCRETE FOUNDATIONS.

1. ALL PRE-FABRICATED ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING

LOADING CONDITIONS (PER THE 2015 MICHIGAN BUILDING CODE):

A. ROOF TRUSS DESIGN LOADS: (BASED UPON 70 psf GROUND SNOW LOAD) (NO REDUCTION IN THE 70 psf SNOW LOAD WILL BE ALLOWED) ROOF SNOW LOAD (LL) = 70 psf + DRIFT LOAD IN ANY AREAS TOP CHORD DEAD LOAD (DL) = 10 psf (TRUSS WEIGHT NOT INLCUDED) BOTTOM CHORD DEAD LOAD (DL) = 15 psf (TRUSS WEIGHT NOT INCLUDED)

TOTAL LOAD = 95 psf + DRIFT LOAD IN A NY AREAS

2. THE ALLOWABLE LIVE LOAD DEFLECTION SHALL NOT EXCEED L/360.

3. ALL PRE-FABRICATED TRUSSES SHALL BE MANUFACTURED IN ACCORDANCE WITH

TRUSS PLATE INSTITUTE (TPI) STANDARDS.

4. ALL TRUSS MANUFACTURERS SHALL HAVE A MINIMUM OF THREE (3) YEARS

DOCUMENTED EXPERIENCE SPECIALIZING IN THIS TYPE OF WORK.

5. ALL TRUSSES SHALL BE DESIGNED UNDER THE DIRECT SUPERVISION OF A MICHIGAN

LICENSED PROFESSIONAL ENGINEER EXPERICENCED IN STRUCTURAL FRAMING

DESIGN OF TRUSSES AND SHALL BEAR HIS/HER SEAL ON THE SHOP DRAWINGS.

6. MANUFACTURER SHALL SUBMIT SIX (6) COPIES OF THE SHOP DDRAWING TO THE

ENGINEER FOR REVIEW PRIOR TO FABRICATION.

7. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION.

8. CONTRACTOR SHALL PROVIDE ONE (1) SIMPSON H10 (OR EQUAL) TIE-DOWN AT EACH

END OF TRUSSES.

9. CONTRACTOR SHALL PROVIDE ALL NECESSARY, TEMPORARY, AND PERMANENT

LATERAL BRACING ON TRUSSES ACCORDING TO TRUSS MANUFACTURERS

SPECIFICATIONS IN ORDER TO TRANSFER ALL LATERAL LOADS TO THE WALLS OF THE

BUILDING.

PRE-FABRICATED TRUSSES:

1. ALL FOUNDATION BACKFILL MATERIAL SHALL BE MDOT CLASS I GRANULAR FILL

COMPACTED 95% MAXIMUM DENSITY. ALL DENSITIES SHALL BE DETERMINED BY THE

MODIFIED PROCTOR METHOD.

2. ALL BASE MATERIAL UNDER SLABS AND SIDEWALKS SHALL BE MDOT CLASS II

GRANULAR FILL COMPACTED 95% MAXIMUM DENSITY WITH A MINIMUM THICKNESS OF

SIX (6) INCHES UNLESS SPECIFIED OTHERWISE ON THE CONSTRUCTION PLANS AND

"FOUNDATIONS NOTE 1."

3. ALL FOOTINGS SHALL BE PLACED ON NATURAL, UNDISTURBED SOILS, UNLESS SITE

CONDITIONS PROHIBIT. FOOTINGS REQUIRING BASE FILL MATERIAL SHALL BE

BACKFILLED WITH MDOT CLASS II GRANULAR FILL COMPACTED 98% MAXIMUM

DENSITY.

4. THE SOIL BORING LOGS PRESENTED ON THE PLAN SHEETS REPRESENT POINT

INFORMATION ONLY. PRESENTATION OF THIS INFORMATION IN NO WAY INFERS

THAT THE SUBSURFACE CONDITIONS ARE THE SAME AT LOCATIONS OTHER THAN AT

THE EXACT LOCATION OF THE BORING.

5. ANY SUBSURFACE CONDITIONS OR EXISTING FOUNDATIONS ENCOUNTERED

THAT ARE NOT REPRESENTED ON THE PLANS OR IN THE SPECIFICATIONS SHALL BE

BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER FOR INSPECTION AND/OR

ALTERNATE FOUNDATION/FOOTING DESIGN.

SOILS:

1. ALL TREATED LUMBER SHALL BE SOUTHERN PINE (SP) NO. 2 OR BETTER. ALL

TREATED LUMBER SHALL BE IN ACCORDANCE WITH AWPA SPECIFICATION U1

AND SHALL BE UC3B IF EXPOSED TO THE WEATHER AND UC4B IF IN CONTACT

WITH GROUND.

2. ALL FRAMING MEMBERS SHALL BE SPRUCE-PINE-FIR (SPF) NO. 2 GRADE OR

BETTER, UNLESS NOTED OTHERWISE.

3. ALL WALL SHEATHING SHALL BE 1/2" CDX PLYWOOD AND NAILED WITH 8d NAILS AT 6"O.C. ON ALL PANEL EDGES AND AT 12" O.C. IN THE FIELD. PROVIDE 2x4

BLOCKING AT ALL PANEL EDGES.

4. ALL ROOF SHEATHING SHALL BE 5/8" O.C. CDX PLYWOOD AND NAILED WITH 10d

NAILS AT 6" O.C. ON ALL PANEL EDGES AND AT 12" O.C. IN THE FIELD.

5. ALL LAMINATED-VENEER-LUMBER (LVL) SHALL HAVE THE MINIMUM FOLLOWING

STRUCTURAL PROPERTIES:

A. Fb > 2,800 psi B. Fv > 285 psi C. E > 2.0 E6 psi

6. ALL GLUED-LAMINATED TIMBER SHALL HAVE THE MINIMUM FOLLOWING

STRUCTURAL PROPERTIES ACCORDING TO A 24F-V3 DESIGN SPECIFICATION

WITH DOUG-FIR OR SOUTHERN PINE LAMINATIONS:

A. Fb > 2,400 psi B. Fv > 165 psi C. E > 1.8 E6 psi

7. ALL PRE-ENGINEERED WOOD I-JOISTS SHALL BE MANUFACTURED BY iLEVEL

WEYERHAUSER OR APPROVED EQUAL. REFER TO MANUFACTURERS

SPECIFICATIONS FOR PROPER BLOCKING, BRIDGING AND NAILING

REQUIREMENTS.

8. ALL ANCHOR BOLTS FOR TREATED WOOD SOLE PLATE TO FOUNDATION

CONNECTIONS SHALL BE 1/2" Ø x 16" LONG AT 4'-0" O.C. AND SHALL BE CAST

DIRECTLY INTO CONCRETE FOUNDATION OR SET IN REINFORCED CONCRETE

GROUTED CMU CORE UNLESS NOTED OTHERWISE.

9. FRAMING SHALL BE IN ACCORDANCE WITH THE "MANUAL FOR HOUSE FRAMING"

OF THE NATIONAL FOREST PRODUCTS ASSOCIATION.

10. METAL HANGERS/CONNECTORS SHALL BE 18 GA GALVANIZED, SIMPSON

STRONG-TIE OR EQUAL. USE HANGERS AS RECOMMENDED BY THE

MANUFACTURER FOR THE USE.

11. SHEATHING/FLOORING SHALL BE APA GRADED AS FOLLOWS:

A. ROOF SHEATHING: 5/8" MIN. 40/20, EXPOSURE 1

B. WALL SHEATHING: 1/2" MIN. 32/16, EXPOSURE 1

C. FLOOR SHEATHING: 3/4" MIN. STURD-I-FLOOR, EXPOSURE 1, T&G, GLUED

AND NAILED.

12. STEEL PLATES OR FASTENERS IN CONTACT WITH PRESSURE TREATED LUMBER

AND PROTECTED WITHIN THE BUILDING ENVELOPE (ADEQUATELY SHIELDED

FROM DIRECT CONTACT WITH MOISTURE) SHALL BE STAINLESS STEEL OR

GALVANIZED TO G60 PER ASTM A 924 REQUIREMENTS. STEEL PLATES OR

FASTENERS IN CONTACT WITH PRESSURE TREATED LUMBER LOCATED OUTSIDE

OF THE BUILDING ENVELOPE OR EXPOSED TO MOISTURE SHALL BE STAINLESS

STEEL OR GALVANIZED TO G90 PER ASTM A 924.

GENERAL WOOD FRAMING:

SAW CUT 1/8" JOINT & PROVIDE

FILLER AND SEALANT PER SPEC

CUT ALTERNATE STRANDS OF

WWF @ JOINT

1/8"

1 3 /8"

WELDED WIRE FABRIC

REINFORCEMENT (SEE PLAN)

T/FOOTING

96' - 8"

FFE

100' - 0"

#4 BARS @ 48" O.C. IN

GROUTED CORES

CONCRETE FOOTING

#4 BAR x 24" BAR

DOWELS @ 48" O.C. IN

GROUTED CORES

3' - 0"

- 0

8" CMU FOUNDATION WALL

REF ARCH FOR

INSULATION

6" CONC SLAB ON GRADE w/ 6x6-6/6 WWF ON 6 MIL

VAPOR BARRIER

(3) #4 BARS CONTINUOUS

#4 BARS TRANSVERSE

@ 48" O.C.

8" THICK SLAB AT EDGE ON

TOP OF MASONRY WALL w/

(2) #4 BARS CONTINUOUS

EXTERIOR BUILDING

WALL. REF ARCH

24"

6" 6"

(2) #4's CONT

STUD WALL.

REF ARCH

CONC FLOOR SLAB

REF ARCH

FOR INSUL THICKENED SLAB FOOTING

PT 2x6 BASEPLATE w/ 1/2" Ø x

10" LONG WEDGE ANCHORS

@ 24" O.C.

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S001

STRUCTURAL

NOTES AND

DETAILS

M A N

Q U E

R E

O P G A R A G E A T

A N S

F O R

T N U R

R Y

, M I 4

-0

M A N

Q U E

R E

O P G A R A G E A T W

A N

F O R

T N U R

R Y

A N D

O F N A

R A L R

O U R C

1 1/2" = 1'-0"A5 TYPICAL SAWCUT JOINT

1 1/2" = 1'-0"A3 FOUNDATION DETAIL

1 1/2" = 1'-0"A1 THICKENED SLAB DETAIL

/2 1/

FOOTING

36" x12"

8" CMU FOUDATION WALL

w/ 1" INSULATION INSIDE

AND THICKENED SLAB AT

PERIMETER PER SECTION

64' - 0"

6" CONC SLAB w/ 6x6-6/6 WWF

ON 6 MIL VAPOR BARRIER

58' - 0"

- 0

40' - 8"

6" CONC SLAB w/ 6x6-6/6 AND

1'-0" THICKENED EDGE,

COORDINATE WITH CIVIL. SOIL

BASE COMPACTED PER CIVIL.

(TYP)

13' - 2"

SJ SJ SJ SJ

S001

TYP

BOLLARD, REF DETAIL

C2/C501 (TYP)

MAN DOOR

3' - 4" 2' - 0"

OVERHEAD DOOR

12' - 0" 4' - 8"

OVERHEAD DOOR

12' - 0" 4' - 0"

OVERHEAD DOOR

14' - 0" 4' - 8"

MAN DOOR

3' - 4" 2' - 0"

OVERHEAD DOOR

12' - 0" 4' - 0"

OVERHEAD DOOR

14' - 0" 4' - 8"9'

- 1 0 1

/2" 2'

- 0

- 4

1/ 2"

- 0

- 3 1/

2" 2'

- 0

7' - 1 1/2" 2' - 0" 9" 2' - 0" 7' - 11" 2' - 0"

24" THICKENED

SLAB

S001

TYP

BOLLARD DISTANCE FROM EDGE OF DOOR 4" TYP

EXTERIOR EXPANSION

MATERIAL BETWEEN WALL

AND SLAB (TYP)

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FOUNDATION PLAN

M A N

Q U E

R E

O P G A R A G E A T

A N S

F O R

T N U R

R Y

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-0

M A N

Q U E

R E

O P G A R A G E A T W

A N

F O R

T N U R

R Y

A N D

O F N A

R A L R

O U R C

1/4" = 1'-0"A2 FOUNDATION PLAN N

/2 1/

- 1

E-

" O .C

. U

- 1

1' - 7" 2x6 LOOKOUTS @ 16" O.C. UNO (BOTH SIDES) 1' - 7"

L4 L1 L1

L4 L1 L1 L1

OVHG TYP

1' - 6"

X B

. C

L B

2x6 DIAGONAL BRACING NAILED TO UNDERSIDE

OF TOP CHORDS OF TRUSSES. BRACING

PROIVDED FOR REFERENCE ONLY.

COORDINATE ALL BRACING WITH TRUSS

MANUFACTURER. (TYP)

5/8" CDX

PLYWOOD

LINTEL HIGHER FOR

FAN. COORDINATE w/

MECH.

LINTEL HIGHER FOR

FAN. COORDINATE w/

MECH.

X B

. C

L B

DROP TRUSS

LIN

" O

.C . U

- 2

2x10 CEILING JOISTS @ 16" O.C. UNO 1' - 9"

5/8" CDX

PLYWOOD

2x10's AROUND PERIMTER

OF PLATFORM FOR

RAILING ATTACHMENT.

REF DETAIL /A3 A301

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FRAMING PLANS

M A N

Q U E

R E

O P G A R A G E A T

A N S

F O R

T N U R

R Y

, M I 4

-0

M A N

Q U E

R E

O P G A R A G E A T W

A N

F O R

T N U R

R Y

A N D

O F N A

R A L R

O U R C

1/4" = 1'-0"A2 ROOF FRAMING PLAN

N 1/4" = 1'-0"A1 CEILING FRAMING PLAN

LINTEL SCHEDULE

MARK SIZE BEARING @ EA END

L1 (3) 1-3/4"x11-7/8" LVL (3) 2x8's L2 (3) 2x8's (2) 2x6's L3 (3) 2x6's (1) 2x4 L4 (3) 2x8's (2) 2x8's

/2 1/

FLUSH CONTROLS ON

APPROACH SIDE OF TOILET

42"12"

7" -9" H.

" M

" S

" M

15" MIN.

" S

" H

16"- 18"

39"- 41"

VERT. GRAB BAR

1-1/2"Ø GRAB BAR w/

1-1/2" GAP FROM WALL (TYP)

TOILET PAPER

MOUNTING AREA

VERT. GRAB

BAR

WATER CLOSET SIDE WALL WATER CLOSET BACK WALL

12"24"

MIN. MIN.

URINAL

LAVATORY OR VANITY SINK

COUNTER WHERE

OCCURS

ACCESSIBLE SINK

BOWL

N9"

MIN

11"

OFFSET

WASTE

" M

KNEE

CLEARANCE

WALL-MOUNTED ACCESSORIES

PAPER

TOWEL &

OTHER

DISPENSERS

CLOTHES

HOOKS

" A

SHELF

WASTE

RECEPTACLE

HAND

DRYER

DRINKING FOUNTAINS

HIGH-

LOW

4" M

" M

17" MIN.

9" M

11" MIN.

" M

8" MIN.

CONTROL

AREA

MAX.PLACEMENT

FROM C.L. OF WALL

TRANSFER TYPE SHOWER

" M

1/2 " M

15" 15"

" S

SHOWER

SEAT

ROLL-IN TYPE SHOWER

60" MIN.

HOSE

LENGTH

12"

STAIR RAMP

TYPICAL RAMP & STAIR RAILINGS

12"

1 1/2"

TYPICAL SECTION

1 1 /2"

1. ENDS OF HANDRAILS SHALL RETURN TO WALL.

2. PROVIDE HANDRAILS ON BOTH SIDES OF STAIR OR RAMP.

3. HANDRAILS SHALL BE CIRCULAR IN CROSS-

SECTION w/ 1-1/2" TO 2" OUTSIDE DIAMETER.

SIGNAGE AND DOOR HARDWARE

TEXT

LIN

8" MIN

" M

MIRROR

BRAILLE

MOUNT SIGNAGE ON

LATCH SIDE OF DOOR

MAX.PLACEMENT

FROM C.L. OF WALL

15" 15"

60" MIN.

HOSE

LENGTH

16" 27"

CONTROL

AREA

" M

RIM OF TUB

CONTROL

AREA

- 6

" M

TUB

FEC FE AND

WALL

BRACKET 3'

0" B

F 4'

5/ 8"

4"1'

SHELVING

BACKSPLASH

WALL AND BASE CABINETS

"-4 8"

LOCKSET/LATCH

LOCATION

HARDWARE

LEVER BF

MOUNTING HEIGHTS

A301

BUILDING SECTION

A301

WALL SECTION

A301

DETAIL SECTION

DETAIL NUMBER

SHEET NUMBER

ABBREVIATIONS

A201

ELEVATION

ELEVTION

NUMBER

SHEET NUMBER

A301

CALLOUT

DETAIL NUMBER

SHEET NUMBER

1 TITLE

1/8" = 1'-0"

DETAIL NAMEDETAIL NUMBER

DETAIL SCALE

TAG IDENTIFICATION

DOOR IDENTIFICATION NUMBER

WINDOW IDENTIFICATION NUMBER

OFFICE ROOM IDENTIFICATION NUMBERROOM NAME

ROOM NUMBER

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ARCHITECTURAL

STANDARDS

M A N

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A N S

F O R

T N U R

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M A N

Q U E

R E

O P G A R A G E A T W

A N

F O R

T N U R

R Y

A N D

O F N A

R A L R

O U R C

A/C AIR CONDITIONING

AB ANCHOR BOLT

AC ACOUSTIC/ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

AFF ABOVE FINISH FLOOR

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

APPROX APPROXIMATE

ARCH ARCHITECT/ARCHITECTURAL

BBR BASEBOARD RADIATION

BD BOARD

BDRY BOUNDARY

BF BARRIER FREE

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BOT BOTTOM

BRG BEARING

BSMT BASEMENT

C/C CENTER TO CENTER

CA COMPRESSED AIR

CB CATCH BASIN

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR

CLT CLOSET

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONF CONFERENCE

CONT CONTINUOUS

CORR CORRIDOR

CPT CARPET

CT CERAMIC TILE

CW COLD WATER

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DL DEAD LOAD

DN DOWN

DR DOOR

DW DISHWASHER

DWG DRAWING

DWR DRAWER

E EAST

EA EACH

EF EXHAUST FAN

EIFS EXTERIOR INSULATION FINISH SYSTEM

EJ EXPANSION JOINT

ELEC ELECTRICAL

ELEV ELEVATION

EMER EMERGENCY

EP EPOXY

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXP EXPANSION

EXT EXTERIOR

EXTG EXISTING

FA FIRE ALARM

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FFE FINISH FLOOR ELEVATION

FIN FINISHED

FLR FLOOR

FT FOOT OR FEET

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GT GROUT

GWB GYPSUM WALL BOARD

HB HOSE BIBB

HGT HEIGHT

HM HOLLOW METAL

HORIZ HORIZONTAL

HPDL HIGH PRESSURE DECORATIVE LAMINATE

HTR HEATER

HVAC HEATING / VENTILATION / AIR CONDITIONING

HW HOT WATER

ID INSIDE DIAMETER

IF INSIDE FACE

IN INCH/INCHES

INSUL INSULATION

INT INTERIOR

INV INVERT

JAN JANITOR

JC JANITOR CLOSET

JST JOIST

JT JOINT

KD KNOCKDOWN

KOP KNOCKOUT PANEL

KP KICKPLATE

LAM LAMINATE

LAV LAVATORY

LB POUND

LEV LEVEL

LF LINEAR FOOT/FEET

LL LIVE LOAD

LT LIGHT

LTG LIGHTING

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MET METAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MTD MOUNTED

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NTS NOT TO SCALE

O/O OUT TO OUT

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD

OPG OPENING

OPP OPPOSITE

OSB OREIENTED STRAND BOARD

OZ OUNCE

PC PRECAST

PL PLATE

PLAM PLASTIC LAMINATE

PNL PANEL

PNT PAINT

PR PAIR

PREFIN PREFINISHED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PWD PLYWOOD

QT QUARRY TILE

QTY QUANTITY

R RADIUS

RC RESILIENT CHANNEL

RD ROOF DRAIN

REF REFRIDGERATOR

REINF REINFORCE

RM ROOM

RO ROUGH OPENING

RTU ROOF TOP UNIT

S SOUTH

S & V STAIN & VARNISH

SAN SANITARY

SCHED SCHEDULE

SF SQUARE FOOT/FEET

SIM SIMILAR

SPEC SPECIFICATIONS

SQ SQUARE

STL STEEL

STRUCT STRUCTURAL

SUSP SUSPENDED

SV SHEET VINYL

SYS SYSTEM

TEL TELEPHONE

TEMP TEMPERATURE

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOS TOP OF STEEL

TOW TOP OF WALL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

V VENT

VB VINYL BASE

VCT VINYL COMPOSITE TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VTR VENT THRU ROOF

VWC VINYL WALL COVERING

W/W WALL TO WALL

W_x_ WIDE FLANGE SECTION

WC WATER CLOSET

WD WOOD

WH WATER HEATER

WWF WELDED WIRE FABRIC

CENTERLINE

# NUMBER

& AND

/ PER

@ AT

L ANGLE

x BY (AS IN 2x4)

± PLUS OR MINUS

Ø DIAMETER

/2 1/

File details come from the government source that posted it. Updated Apr 3, 2024.