21240_MATES-23.09.25_Arch Binder.pdf

PDF 4 MB Posted Oct 24, 2023

Attached to: 511/21103. CAK; Camp Grayling - Components Cleaning Bldg.
Solicitation number: RFQ - 171 - 230000000810
Issued by: Crawford County, Michigan

About this file

Written by GovTribe AI · Apr 3, 2024

This document is a set of architectural design and construction drawings for the Camp Grayling MATES Components Cleaning Building project in Grayling, Michigan. The project is being led by the Michigan Department of Military and Veterans Affairs and the Michigan Army National Guard. The building will be a single-story, 7,446 square foot structure classified as a low-hazard storage (S-2) occupancy. Key components include a wash bay, weapons cleaning area, mechanical/electrical room, and other support spaces. No bid submission or response dates are provided, but the document indicates the project is in the bidding/permitting phase.

The drawings provide detailed specifications for the building's construction, including structural, mechanical, electrical, and plumbing systems. Special inspections required during construction are also noted, covering areas such as structural steel, concrete, masonry, soils, and wind/seismic resistance. Pricing information is not included, but the document indicates this is a state and local contract opportunity. The location is specified as Crawford County, Michigan.

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E O

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D V

THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF

SIDOCK GROUP, INC. AND CANNOT BE REPRODUCED,

COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR

WRITTEN CONSENT OF SIDOCK GROUP, INC. 2022

FOR SITE OWNED UTILITIES

P G

G M

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9/2 5/2

3 (

LAKE

MICHIGAN

LAKE

SUPERIOR

LAKE

ERIE

LAKE

HURON

BIDS/PERMITS SUBMITTAL

CAMP GRAYLING MATES

COMPONENTS CLEANING BUILDING

MICHIGAN ARMY NATIONAL GUARD

CAMP GRAYLING, MICHIGAN

ARNG PROJECT NO.: 260272

DTMB: FILE/INDEX NO.: 511/21103.CAK

SCALE:

LOCATION MAP

NO SCALE

CODE INFORMATION

BUILDING CODE: 2015 MICHIGAN BUILDING CODE/2012 NFPA 101 LIFE SAFETY CODE (AS APPLICABLE)

CONSTRUCTION CLASSIFICATION

MBC/NFPA: IIB/II000 (NOT SPRINKLERED)

OCC. GROUP(S): S-2 (LOW-HAZARD STORAGE)

PROJECT INFORMATION

SITE AREA:

EXISTING: 120,450 S.F. (2.77 AC.)

ZONING:

EXISTING= N/A - EXIST. ARNG PROPERTY

PARKING: N/A

SITE DATA

GROSS AREA= 7,446 S.F.

NET AREA= 7,158 S.F.

BUILDING DATA

GENERAL

SHEET INDEX

ARCHITECTURAL

A-2.1 FLOOR PLAN

A-2.2 ROOF PLAN

A-2.3 EXTERIOR WASH RACK/PAD PLAN

A-3.1 EXTERIOR ELEVATIONS

A-5.1 BUILDING SECTIONS

A-5.2 WALL SECTIONS

A-5.3 WALL SECTIONS

A-5.4 EXTERIOR WASH RACK/PAD DETAILS

A-5.5 WALL SECTIONS

A-7.1 DOOR SCHEDULE, ROOM FINISH SCHEDULE AND DETAILS

A-7.2 HEAD, JAMB, AND SILL DETAILS

A-7.3 PARTITION TYPES AND ASSEMBLIES

A-7.4 PARTITION TYPES AND ASSEMBLIES

A-8.1 REFLECTED CEILING PLAN

MECHANICAL

PLUMBING

ELECTRICAL

M-1 HVAC PLAN

M-2 MECHANICAL SCHEDULES

P-1 UNDERGROUND PLUMBING PLAN

P-2 PLUMBING PLAN

E-1 ELECTRICAL SITE PLAN

E-2 SITE LIGHTING PHOTOMETRIC PLAN

E-3 POWER AND COMMUNICATIONS PLAN

E-4 LIGHTING PLAN AND SYMBOL SCHEDULE

E-5 LIGHTING PHOTOMETRIC DRAWING AND STATISTICS

CS-0.0 COVER SHEET

CS-0.1 CODE ANALYSIS/LIFE SAFETY

CS-0.2 STATEMENT OF SPECIAL INSPECTIONS, ABBREVIATIONS, DRAWING LEGEND

CS-0.3 MOUNTING HEIGHTS, SIGNAGE & CONTROL NOTES

STRUCTURAL

S-0.0 STRUCTURAL SPECIFICATIONS

S-0.1 STRUCTURAL SPECIFICATIONS

S-1.1 FOUNDATION PLAN

S-8.1 STRUCTURAL DETAILS

S-8.2 STRUCTURAL DETAILS

SITE:

ARNG

M.A.T.E.S.

FACILITY

CIVIL

C-1.1 LEGEND AND ABBREVIATIONS

C-1.2 GENERAL NOTES

C-2.1 EXISTING CONDITIONS SITE PLAN

C-2.2 SESC

C-3.1 PROPOSED SITE

C-4.1 PROPOSED GRADING

C-5.1 CIVIL DETAILS

C-5.2 CIVIL DETAILS

C-5.3 CIVIL DETAILS

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PRELIMINARY

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CONSTRUCTION

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FINAL RECORD

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DATE

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ISSUED FOR

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FILE NO./INDEX CODE:

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PROJECT NO.:

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IDENTIFICATION NO.

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SHEET

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DESIGNED

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DRAWN

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CHECKED

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APPROVED

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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

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FACILITIES AND BUSINESS SERVICES ADMINISTRATION

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ADAM P. LACH,RA, DIRECTOR

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SHEET TITLE:

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UTILITIES

AutoCAD SHX Text 989-344-6184

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72 HOURS

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(3 WORKING DAYS)

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CALL MR. HALCOMB

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BEFORE YOU DIG

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FACILITIES MANAGEMENT

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CAMP GRAYLING ENGINEERING

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SCHOOLCRAFT

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MANISTEE

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OCEANA

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MUSKEGON

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MASON

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BERRIEN

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GOGEBIC

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DICKINSON

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MENOMINEE

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ONTONAGON

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IRON

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BARAGA

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HOUGHTON

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MARQUETTE

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ST. CLAIR

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ST. JOSEPH

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BRANCH

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LENAWEE

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MONROE

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GLADWIN

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MIDLAND

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JACKSON

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BARRY

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ALLEGAN

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OTTAWA

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KENT

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EATON

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CALHOUN

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IONIA

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CLINTON

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MECOSTA

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OSCEOLA

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NEWAYGO

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LAKE

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ISABELLA

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MONTCALM

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GRATIOT

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CLARE

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INGHAM

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WASHTENAW

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LIVINGSTON

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SHIAWASSEE

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GENESEE

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OAKLAND

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WAYNE

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LAPEER

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MACOMB

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TUSCOLA

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SAGINAW

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ARENAC

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BAY

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SANILAC

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HURON

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ANTRIM

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GRAND TRAVERSE

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WEXFORD

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LELANAU

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BENZIE

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MISSAUKEE

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ROSCOMMON

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KALKASKA

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CRAWFORD

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OTSEGO

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CHALEVOIX

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EMMET

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CHEBOYGAN

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MACKINAC

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OGEMAW

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IOSCO

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OSCODA

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MONTMORENCY

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ALCONA

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PRESQUE ISLE

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LUCE

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CHIPPEWA

tmiller TJM Seal

THESE CONSTRUCTION DOCUMENTS WERE PREPARED FOR

COMPLIANCE WITH THE MICHIGAN CONSTRUCTION CODES AND

GUIDELINES IN EFFECT AT THE TIME OF PERMIT SUBMITTAL. ALL

ENGINEERS, CONTRACTORS AND SUPPLIERS INVOLVED WITH THIS

PROJECT SHALL COMPLY WITH THE SAME CODES, ISSUED AND

APPROVED CODE MODIFICATIONS AND/OR LOCAL JURISDICTION

CONSTRUCTION BOARDS OF APPEALS RULINGS AND, WHENEVER

REQUIRED, SHALL PROVIDE SHOP DRAWINGS AND SUBMITTALS CLEARLY

DESCRIBING COMPLIANCE TO THE REGISTERED DESIGN PROFESSIONAL

IN RESPONSIBLE CHARGE FOR REVIEW AND APPROVAL.

DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE

SIDOCK GROUP , INC.

TIMOTHY J. MILLER, AIA, NCARB

STATE OF MICHIGAN

LICENSE NUMBER #1301071719/ EXP. 10/1/2023

CODE DATA

JURISDICTION:

MICHIGAN DEPARTMENT OF MILITARY AND VETERANS AFFAIRS

MICHIGAN ARMY NATIONAL GUARD

BUILDING CODE: MICHIGAN BUILDING CODE - 2015/NFPA 101- 2012 (AS APPLICABLE)

MBC/ NFPA

CONSTRUCTION TYPE: IIB/II(000)

OCC. GROUP: S-2 (LOW-HAZARD STORAGE)

RISK CATEGORY: II

PLUMBING CODE: MICHIGAN PLUMBING CODE - 2018

MECHANICAL CODE: MICHIGAN MECHANICAL CODE - 2015

ELECTRICAL CODE: MICHIGAN ELECTRICAL CODE - 2017, INCORPORATING THE

2017 NEC W/ MICHIGAN PART 8 RULES

FIRE CODE: INTERNATIONAL FIRE CODE- 2015

ENERGY CODE: ASHRAE STANDARD 90.1-2013 W/ 2015 MICHIGAN UNIFORM

ENERGY CODE PART 10A AMENDMENTS

FIRE SUPPRESSION: N/A

FIRE ALARM: NFPA 72-2013

FIRE EXTINGUISHERS: NFPA 10-2013

ACCESSIBILITY: N/A PER MBC. SEC. 1103.2.15

SPACES WITH ONE EXIT: (MBC TABLE 1006.2.1)

MAX. OCC. LOAD MAX. EXIT ACCESS TRAVEL DIST.

S-2 OCC.

</=29 MAX. 100 FT. (</= 30 OCC., NOT SPRINKLERED)

</=29 MAX. 75 FT. (> 30 OCC., NOT SPRINKLERED)

NUMBER OF EXITS (STORY): (MBC TABLE 1006.3.1)

2 PER STORY 1-500 OCC.

STORIES WITH ONE EXIT/EXIT ACCESS: (MBC. TABLE 1006.3.2(2)

MAX. OCC. LOAD MAX. COMM. PATH EGRESS/EXIT ACCESS TRAVEL DIST. (WHEN SINGLE EXIT)

S-2 OCC. 29 MAX. 75 FT. (NOT SPRINKLERED)

MAX. EXIT ACCESS TRAVEL DIST.: (MBC TABLE 1017.2)

S-2 OCC. (NOT SPRINKLERED)= 300 FT.

CORRIDOR WIDTH: (MBC SECTION 1020.2, MBC TABLE 1020.2)

OCC. LOAD < 50= 36 INCHES

ALL OTHER= 44 INCHES

DEAD END CORRIDOR: (MBC SECTION 1020.4)

20 FT. (NOT SPRINKLERED)

REQUIRED EXIT WIDTH (STAIRS / OTHER): (MBC SECTION 1011 OR PER MIN. PER 1005.3.1 AND1009)

STAIRS= N/A

OTHER= 0.2 INCH/OCC. (NOT SPRINKLERED,

REFER TO OCC. LOAD CALCULATIONS)

ARNG REQUIREMENTS:

UFC 4-214-03 CENTRAL VEHICLE WASH FACILITIES

NG PAMPHLET 415-12 ANG FACILITIES ALLOWANCES

DD FORM 1390/91

PRIMARY STRUCTURAL FRAME 0 HOUR

BUILDING ELEMENT FIRE RATINGS (MBC TABLE 601/602)

BEARING WALLS:

EXTERIOR 0 HOUR

INTERIOR 0 HOUR

NON-BEARING WALLS AND PARTITIONS:

EXTERIOR X < 5 (1 HOUR), 5 < X < 10 (1 HOUR),

10 < X < 30 (0 HOUR), X > 30 (0 HOUR)

INTERIOR 0 HOUR

* ZERO HOUR WHEN AUTOMATIC SPRINKLER SYSTEM IS PROVIDED WHEN PERMITTED PER CODE.

FIRE RATING REQUIREMENTS

MBC/NFPA CONSTRUCTION TYPE - IIB

FIRE RESISTANCE RATING REQUIREMENTS

WALL REQUIREMENTS

ROOF CONSTRUCTION AND

SECONDARY MEMBERS 0 HOUR

FURNACE ROOM W/ ANY PIECE OF EQUIP.

OVER 400,000 BTU/HR INPUT ONE HOUR* (MBC TABLE 509)

FLOOR CONSTRUCTION AND

SECONDARY MEMBERS 0 HOUR

ROOMS W/ BOILERS WHERE LARGEST PIECE

OF EQUIP. IS OVER 15 PSI AND 10 HP ONE HOUR* (MBC TABLE 509)

CORRIDOR WALLS (FIRE PARTITION) 0 HOUR* (PER MBC TABLE 1020.1) W/ < 30 OCC.

FIRE BARRIERS (OTHER) (PER MBC SEC. 707.3)

INCIDENTAL USES ONE HOUR* (PER MBC TABLE 509)

CORRIDOR WALLS (FIRE PARTITION) ONE HOUR* (PER MBC TABLE 1020.1) W/ > 30 OCC.

HEIGHT AND AREA REQUIREMENTS

AREA= 'UNLIMITED '; MAX. AREA IS UNLIMITED PER MBC. SECTION 507.3

HEIGHT= 55FT./3 STORY

DESIGN OCCUPANT LOAD CALCULATIONS

ROOM

NO.

ROOM NAME ACTUAL FLOOR

AREA (GROSS, U.N.O.)

FLOOR AREA PER

OCC. (GROSS, U.N.O.)

OCC.

LOAD

EGRESS WIDTH PER OCCUPANT SERVED (PER MBC TABLE 1005.1)

STAIRWAYS: N/A

OTHER EGRESS COMPONENTS: 0.2 INCHES PER OCCUPANT (NOT SUPPRESSED)

100 WASH BAY 6,072 S.F. 200 S.F. 31

SUBTOTAL OCCUPANTS = 47FI

101 WEAPONS CLEANING 507 S.F. 50 S.F. 12

104 NOT USED - - -

105 MECH./ELEC. 306 S.F. 300 S.F. 2

106 JAN. 74 S.F. 300 S.F. 1

107 STOR. 77 S.F. 300 S.F. 1

MARK

EGRESS WIDTH CALCULATIONS

DOOR DESCRIPTION CLEAR OPENING

OTHER:

32" MIN. @ DOORS

44" MIN. CORRIDOR

DOOR DESCRIPTION

OCC. FACTOR =/ OCC. CAPACITY PROPOSED OCC.

0.2 165

0.23'-0" x 7'-0" SWING DR. 165

TOTAL EGRESS WIDTH = 99" / 0.2 = 495 MAX. OCCUPANTS > 47 PROPOSED OCC. (OK)

33" (CLEAR MIN.)

>47/ 2 EXITS MIN.= 24 (PER REQ. EXIT)

0.23'-0" x 7'-0" SWING DR. 16533" (CLEAR MIN.)

RESTRICTED ENT./ PUBLIC EXIT

33" (CLEAR MIN.)3'-0" x 7'-0" SWING DR.

>47/ 2 EXITS MIN.= 24 (PER REQ. EXIT)

MBC CODE ANALYSIS LEGEND

DENOTES OPEN PERIMETER

DENOTES TRAVEL DISTANCE"X'-X"

DENOTES FIRE BARRIER

DEFERRED DOCUMENTS

STATEMENT

PLAN REVIEW

ITEM NO. AND/OR

SPECIFICATION

SECTION NO.

DESCRIPTION OF DEFERRED ITEMS THAT SHALL BE

SUBMITTED FOR REVIEW AND APPROVAL BY THE

CONTRACTOR TO THE JURISDICTION HAVING

AUTHORITY.

DIVISION 07 83 00- FIRESTOPPING SYSTEMS (JOINTS AND

PENETRATIONS) SHOP DRAWINGS

DIVISION 13 34 00- PREENGINEERED METAL BUILDING SYSTEM

SHOP DRAWINGS

DIVISION 28 31 00- FIRE ALARM SYSTEM SHOP DRAWINGS

NGB AREA ANALYSIS

ROOM

NO.

ROOM NAME ACTUAL FLOOR AREA

(S.F. NET)

100 WASH BAY

PROGRAMMED FLOOR AREA

(S.F. NET)

101 WEAPONS CLEANING

103 UNISEX TOILET

104 NOT USED

105 MECH./ELEC.

106 JANITOR

107 STORAGE

102 UNISEX TOILET

5,400

7,446 7,480TOTAL GROSS NET AREA=

O R

G F

RIGID PAVEMENT 300 SY300 SY

- TELECOM/I.T. 054

- CIRC. ALLOW. 659883

- STRUCT. ALLOW. 341677

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THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF

SIDOCK GROUP, INC. AND CANNOT BE REPRODUCED,

COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR

WRITTEN CONSENT OF SIDOCK GROUP, INC. 2022

FOR SITE OWNED UTILITIES

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CODE ANALYSIS PLAN

1/16"=1'-0"

BLDG #1

1 STORY

S-2 OCC. (LOW-HAZARD STORAGE)

MBC 2015 CONSTRUCTION TYPE/NFPA 101 2012=

IIB/II(000)-NOT SPRINKLERED

GROSS AREA= 7,446 S.F.

NET AREA= 7,158 S.F.

65'-0" EXIT. ACC.

TRAVEL DIST.

EXIT

EXITEXIT

F.E.

'-0

" E

C C

'-0

" E

C C

F.E.

1 HOUR FIRE BARRIER

CONC. APRON

(ALT. FOR WASH RACK/PAD W/ DRIVE DOWN COLLECTION PIT)

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PRELIMINARY

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CONSTRUCTION

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FINAL RECORD

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DATE

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ISSUED FOR

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FILE NO./INDEX CODE:

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PROJECT NO.:

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IDENTIFICATION NO.

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SHEET

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DESIGNED

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DRAWN

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CHECKED

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APPROVED

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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

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FACILITIES AND BUSINESS SERVICES ADMINISTRATION

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ADAM P. LACH,RA, DIRECTOR

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SHEET TITLE:

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UTILITIES

AutoCAD SHX Text 989-344-6184

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72 HOURS

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(3 WORKING DAYS)

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CALL MR. HALCOMB

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BEFORE YOU DIG

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FACILITIES MANAGEMENT

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CAMP GRAYLING ENGINEERING

@ AT

M MATCH

ACC. ACCESS

MEZZ. MEZZANINE

NO. NUMBER

B.F. BARRIER FREE

B.O.D. BOTTOM OF DECK

G GUTTER ELEVATION

BOT. BOTTOM

BRG. BEARING

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

OHD. OVERHEAD DOOR

COMP. COMPACTED

PEMB. PRE-ENGINEERED METAL BUILDING

CONC. CONCRETE

PERIM. PERIMETER

PLAM. PLASTIC LAMINATE

ID. INSIDE DIAMETER

P.S.F. POUNDS PER SQUARE FOOT

INV. INVERT

P.S.I. POUNDS PER SQUARE INCH

INSUL. INSULATED

R RADIUS OR RISER

ELEV. ELEVATOR

EQ. EQUAL

R.O. ROUGH OPENING

EWC. ELECTRIC WATER COOLER

LAV. LAVATORY

L.L. LIVE LOAD

L.L.H. LONG LEG HORIZONTAL

L.L.V. LONG LEG VERTICAL

CLR. CLEAR

CLG. CEILING

CL. CLASS

COL. COLUMN

E EAST

SQ. FT. SQUARE FEET / FOOT

ST. STAIN

STL. STEEL

THRESH. THRESHOLD

U.N.O. UNLESS NOTED OTHERWISE

VCT.

VERT. VERTICAL

W/ WITH

GYP. BD./ GB/ GWB GYPSUM WALLBOARD SYSTEMS

IOHD. INSULATED OVERHEAD DOOR

IRD. INSULATED ROLLING DOOR

MT. MARBLE THRESHOLD

PRE-FIN. PRE-FINISHED

TYP. TYPICAL

~ APPROXIMATELY

B/C BACK OF CURB OR

BOTTOM CHORD

B/B BACK TO BACK

B/ BOTTOM OF

B.O.C. BACK OF CURB

B.O.P. BOTTOM OF PIPE

C.B. CATCH BASIN

CMP. CORRUGATED METAL PIPE

C.O. CLEAN OUT

CPPP. CORRUGATED PERFORATED PLASTIC PIPE

U.P. UTILITY POLE

TD. TRENCH DRAIN

T/W TOP OF WALK

T/P TOP OF PAVEMENT

T/C TOP OF CURB OR

TOP CHORD

T/ TOP OF

IN. INCH / INCHES

GALV. GALVANIZE (D)

LVR. LOUVER

MH. MANHOLE

MAX. MAXIMUM

N NORTH

P.C. POINT OF CURVATURE

PT./ P PAINT (EXTERIOR, INTERIOR, TRANSPARENT

FINISHES)

PIV. POST INDICATOR VALVE

PROP. PROPOSED

E.C. EXPOSED CONCRETE

E.S. END SECTION

R.O.W. RIGHT OF WAY

RL. RAIL (ING)

RCP. REINFORCED CONCRETE

SC. SOLID CORE

S SOUTH

SFGL. SAFETY GLASS

SAN. FM. SANITARY FORCE MAIN

STW. STORM SEWER

EL. ELEVATION

INL. INLET

CENTER LINE

C.P. CENTER POINT

B.O.W. BOTTOM OF WALL

A.F.F. ABOVE FINISHED FLOOR

ABV. ABOVE

A.S.C. ABOVE SUSPENDED CEILING

ACFL. ACCESS FLOOR

A.P. ACCESS PANEL

ACPL. ACOUSTICAL PLASTER

A.C.T./ AT ACOUSTICAL CEILING TILE

ACP. ACRYLIC PLASTIC

A/C AIR CONDITIONING

ADDN'L ADDITIONAL

ADH. ADHESIVE

ADJ. ADJACENT

ADJT. ADJUSTABLE

AGG. AGGREGATE

A.B. ANCHOR BOLT

A.C.U. AIR CONDITIONING UNIT

ANC. ANCHOR, ANCHORAGE

ADDN. ADDITION

ANOD. ANODIZED

A.H.U. AIR HANDLING UNIT

ALT. ALTERNATE

AL. ALUMINUM

APT. APARTMENT

APPROX.APPROXIMATE

ARCH. ARCHITECT (URAL)

A.D. AREA DRAIN

ASB. ASBESTOS

ASPH. ASPHALT

A.T. ASPHALT TILE

A.C.M. ASBESTOS CONTAINING MATERIAL

AUTO AUTOMATIC

B.P. BACK PLASTER (ED)

BALC. BALCONY

BSMT. BASEMENT

B. BATHROOM

BPL. BEARING PLATE

BJT. BED JOINT

BR. BEDROOM

BM. BENCHMARK OR BEAM

BEL. BELOW

BVL. BEVELED

BIT. BITUMINOUS

BLK. BLOCK

BLKG. BLOCKING

BD. BOARD

B.S. BOTH SIDES

B.W. BOTH WAYS

B.O.F. BOTTOM OF FOOTING

BLVD. BOULEVARD

BRCG. BRACING

BC. BRICK

BRZ. BRONZE

BLDG. BUILDING

B.L. BUILDING LINE

B.U.R. BUILT UP ROOFING

BLKHD.BULKHEAD

BBD. BULLETIN BOARD

CAB. CABINET

CAD. CADMIUM OR CAD

CPT. CARPET TILE

CSMT. CASEMENT

C.I. CAST IRON

C.I.P.C. CAST IN PLACE CONCRETE

C.S. CAST STONE

CLK. CALK (ING) OR CAULK (ING)

CHT. CEILING HEIGHT

CEM. CEMENT

CPPL. CEMENT PLASTER (PORTLAND)

CM. CENTIMETER (S)

CER. CERAMIC

C.T. CT CERAMIC TILE (FLOOR, BASE, AND WALL)

C.M.T. CERAMIC MOSAIC TILE

CHBD. CHALK BOARD

CHAM. CHAMFER

CR. CHROMIUN

CIR. CIRCLE

CONN. CONNECTION

CONST. CONSTRUCTION

CONT. CONTINUOUS OR CONTINUATION

CONTR. CONTRACT (OR)

C.L.L. CONTRACT LIMIT LINE

CNJ.

CONTROL JOINT

CPR. COPPER

C.G. CORNER GUARD

CLR. CLEAR (ANCE)

COMB. COMBINATION

COMPT.COMPARTMENT

COMPO.COMPOSITION (COMPOSITE)

COMP. COMPRESS (ED) (ION) (IBLE)

CORID. CORRIDOR

COORD. COORDINATE (ION)

CIRC. CIRCUMFERENCE

CLS. CLOSURE

CORR. CORRUGATED

CTR. COUNTER

CFL. COUNTER FLASHING

C.S. COUNTER SINK

CTSK. COUNTERSUNK

CRS. COURSE (S)

CTYD. COURTYARD

CFT. CUBIC FOOT

CYD. CUBIC YARD

C.J.

CENTER TO CENTERC/C

CERT. CERTIFIED

DAMPERDPR.

DAMP PROOFINGDP.

DEAD LOADD.L.

DEMOLITION OR DEMOLISHDEMO

DEMOUNTABLEDMT.

DEPRESSEDDEP.

DETAILDET.

DIAGONALDIAG.

DIAMETERDIA.

DIMENSION (S)DIM.

DISPENSERDSP.

DIVISIONDIV.

DOUBLEDBL.

DOUBLE ACTIONDBLA.

DOUBLE HUNGDBLH.

DOVETAIL ANCHORDTA.

DOVETAIL ANCHOR SETDTS.

DOWEL (S)DWL.

DOWNDN.

CRG. CROSS GRAIN

DOWNSPOUTDS.

DRAIND.

DRAIN BOARDDRB.

DRAWERDWR.

DRINKING FOUNTAIND.F.

DUMB WAITERD.W.

DOOR HEADERD.H.

DOOR JAMBD.J.

DRAWINGDWG.

DOOR OPENINGD.O.

EACHEA.

EACH FACEE.F.

EACH WAYE.W.

ELECTRIC (AL)ELEC.

ELECTRICAL PANELE.P.

ENC. ENCLOSE (URE)

EQUIP. EQUIPMENT

ESC. ESCALATOR

EMER. EMERGENCY

EST. ESTIMATE

EXCA. EXCAVATE

EXH. EXHAUST

EXIST./ EX. EXISTING

EXMP. EXPANDED METAL PLATE

E.B. EXPANSION BOLT

E.J. EXPANSION JOINT

EXP EXPOSED

EXT. EXTERIOR

EXS. EXTRA STRONG

EXTR. EXTRUDE (R)

EXP. EXPANSION

EMBED. EMBEDMENT

F.O.W. FACE OF WALL

FB. FACE BRICK

F.O.C. FACE OF CONCRETE

F.O.F. FACE OF FINISH

F.O.M. FACE OF MASONRY

F.O.S. FACE OF STUD

F/F FACE TO FACE OR FINISHED FLOOR

F.F. FACTORY FINISH

FAS. FASTEN (ER)

FN. FENCE

FBD. FIBERBOARD

FIN. FINISH

F.S. FAR SIDE

FRC. FIRE RESISTANT COATING

FRT. FIRE RETARDANT

FIXT. FIXTURE

F.P. FIRE PROOF OR FIRE PLACE

FLG. FLASHING OR FLANGE

FHMS. FLATHEAD MACHINE SCREW

FHWS. FLATHEAD WOOD SCREW

FLX. FLEXIBLE

FLR. FLOOR (ING)

FLCO. FLOOR CLEANOUT

F.D. FLOOR DRAIN

FPL. FLOOR PLATE

FFL. FINISHED FLOOR LINE

F.A. FIRE ALARM

FBRK. FIRE BRICK

F.E. FIRE EXTINGUISHER (BRACKET)

F.E.C. FIRE EXTINGUISHER (CABINET)

F.H. FIRE HYDRANT

FHS. FIRE HOSE STATION

FHC. FIRE HOSE CABINET

FLUR. FLUORESCENT

FJT. FLUSH JOINT

FTG. FOOTING

FRG. FORGED

FND. FOUNDATION

FRMG. FRAME (ED) (ING)

FRZR. FREEZE (ER)

FRA. FRESH AIR

FS. FULL SIZE

F.B.O. FURNISHED BY OTHERS

F.B.O. FURR (ED) (ING)

FUT. FUTURE

FT. FEET

F.M. FIRE MAIN

FRP. FIBERGLAS REINFORCED PANEL(S)

GST. GLAZED STRUCTURAL PANEL

G.B. GRAB BAR

GD. GRADE OR GRADING

GRN. GRANITE

GRAT. GRATING

GVL. GRAVEL

G.F. GROUND FACE

GRT. GROUT

GPL. GYPSUM PLASTER LATH

GPT. GYPSUM TILE

H HIGH

H.C. HOLLOW CORE

HORIZ. HORIZONTAL

HDW./ HW

HY. HYDRANT

HJT. HEAD JOINT

HDR. HEADER

HTG. HEATING

HVAC. HEATING / VENTILATING /

AIR CONDITIONING

H.M. HOLLOW METAL

HK. HOOK

H.B. HOSE BIB

INT. INTERIOR

ILK. INTERLOCK

INTM. INTERMEDIATE

I.E. INVERT ELEVATION

IPS. IRON PIPE SIZE

JT. JOINT

JAN. JANITOR

JC. JANITOR CLOSET

KCP.

JF. JOINT FILLER

JST. JOIST

KEENE'S CEMENT PLASTER

KITCHEN

KICKPLATE

KITCHEN SINK

KNOCKOUT

KP.

KIT.

KS.

KO.

LBL. LABEL

LAD. LADDER

L.B. LAG BOLTS

LAM. LAMINATE (D)

LDRY. LAUNDRY

LAV. LAVATORY

L.H. LEFT HAND

L LENGTH

LT. LIGHT

LC. LIGHT CONTROL

LW. LIGHTWEIGHT

LWC. LIGHTWEIGHT CONCRETE

LTL. LINTEL

LMS. LIMESTONE

L.P. LOW POINT OR LIGHT POLE

LR. LIVING ROOM

MAS. MASONRY

M.O. MASONRY OPENING

MATL./ MAT MATERIAL

MECH. MECHANIC (AL)

M.C. MEDICINE CABINET

MIN. MINIMUM

MIR. MIRROR

MISC. MISCELLANEOUS

MOD. MODULAR

MLD. MOLDING OR MOULDING

MR. MOP RECEPTOR

MT. MOUNT (ED), (ING)

MOV. MOVEABLE

MULL. MULLION

NOM. NOMINAL

NMT. NON-METALLIC

N.I.C. NOT IN CONTRACT

N.T.S. NOT TO SCALE

N.S. NEAR SIDE

OPS. OPPOSITE

OHMS. OVAL HEAD MACHINE SCREW

OHWS. OVAL HEAD WOOD SCREW

OA. OVERALL

OH. OVERHEAD

PTR. PAPER TOWEL RECEPTOR

PAR. PARALLEL

PK. PARKING

PBD. PARTICLE BOARD

PTN. PARTITION

PV. PAVE (D), (ING)

PVMT. PAVEMENT

PED. PEDESTAL

PERF. PERFORATE (D)

PLAS./ PL PLASTER

PLATEPL

PT. POINT OR POINT TANGENT

POL. POLISH (ED)

PTC. POST TENSION CONCRETE

P.C.F. POUNDS PER CUBIC FOOT

P.L.F. POUNDS PER LINEAR FOOT

PCC. PRECAST CONCRETE

PSC. PRESTRESSED CONCRETE

P.L. PROPERTY LINE

PLATE GLASSPG.

PLUMINGPLBG.

PLYWOODPWD.

R.R. RAIL ROAD

REC. RECESS

RFL. REFLECT (ED), (IVE), (OR)

REFR. REFRIGERATOR

REG. REGISTER

REINF. REINFORCE (D), (ING)

REM. REMOVE (ABLE)

RET. RETURN

RA. RETURN AIR

RVS. REVERSE (SIDE)

REF. REFERENCE

REV. REVISION (S), REVISED

R.H. RIGHT HAND

RVT. RIVET

RC. ROOF CONDUCTOR

RD. ROOF DRAIN OR

ROLLING DOOR

RFH. ROOF HATCH

RFG. ROOFING

RM. ROOM

SND. SANITARY NAPKIN DISPENSER

SNR. SANITARY NAPKIN RECEPTACLE

SCH. SCHEDULE (D)

SCN. SCREEN

SNT. SEALANT

STG. SEATING

SEC. SECTION

SS. SERVICE SINK

SHTH. SHEATHING

SHT. SHEET

SG. SHEET GLASS

SH. SHELF OR SHELVING

S & P SHELF AND POLE

SHO. SHORE (D), (ING)

SHWR. SHOWER

SIM. SIMILAR

SKL. SKYLIGHT

SL. SLEEVE

SD. SOAP DISPENSER

SP. SOUNDPROOF

SPC. SPACER

SPK. SPEAKER

SPL. SPECIAL

SPEC. SPECIFICATION (S)

SQ. SQUARE

STAG. STAGGERED

STD. STANDARD

STA. STATION

STO. STORAGE

SD. STORM DRAIN

STRU. STRUCTURAL

SCT. STRUCTURAL CLAY TILE

SUS. SUSPEND (ED)

SURF. SURFACE

SYM. SYMMETRY (ICAL)

SYN. SYNTHETIC

SYS. SYSTEM

TEMP. TEMPORARY

TKBD. TACK BOARD

TKS. TACK STRIP

TEL. TELEPHONE

TV. TELEVISION

TEMPGL. TEMPERED GLASS

TC. TERRA COTTA

TZ. TERRAZZO

THK. THICK (NESS)

THD. THREAD (ED)

T.O.C. TOP OF CONCRETE

T.O.S. TOP OF STEEL

T.O.W. TOP OF WALL

T.O.P. TOP OF PIER OR PIPE

TOL. TOLERANCE

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

T/S TOP OF SLAB

T/STL. TOP OF STEEL

TB. TOWEL BAR

TR. TRANSOM

T.O.F. TOP OF FOOTING

BRKT. BRACKET

GA. GAGE

H.R. HANDRAIL

INFO. INFORMATION

INCL. INCLUDE

J.B. JOIST BEARING

L.G. LONG

MFG. MANUFACTURING

MACH. MACHINE

O/O OUT TO OUT

OPG. OPENING

PEN. PENETRATION

PNL. PANEL

PREV. PREVIOUSLY

L.H. LOUVER HEADER

L.J. LOUVER JAMB

L.S. LOUVER SILL

LB.

LBS.

POUND

POUNDS

REQ'D. REQUIRED

W/O WITHOUT

U/S UNDERSIDE

WC. WATER CLOSET

VB. VAPOR BARRIER

WD. WOOD

QT. QUARRY TILE

QTY. QUANTITY

HT. HEIGHT

H.P. HIGH POINT

H.S.B. HIGH STRENGTH BOLT

WH. WATER HEATER

WP. WATER PROOF (ING)

WIN. WINDOW

W.W.F./ W.W.R/

W.W.M.

WELDED WIRE MESH

WM. WATER MAIN

WSF WELDED SEAM SHEET FLOORING

V.I.F. VERIFY IN FIELD

VIN. VINYL SHEET

T TREAD

YRD. YARD (S)

XS. EXTRA STRONG

ARCHITECTURAL DRAWING ABBREVIATIONS

AF ACCESS FLOORING

ADO AUTOMATIC DOOR OPERATOR

AT (SP) ACOUSTICAL CEILING (W/ SPRAYED PLASTIC FINISH)

AT (TG) ACOUSTICAL CEILING (W/ TEGULAR EDGE)

AWF ACOUSTICAL WALL FABRIC (TACKABLE)

AWP ACOUSTICAL WALL PANEL

BP BP BRICK PAVERS (UNIT PAVERS)

BR BR BRICK (UNIT MASONRY)

CP CARPET (WITHOUT CUSHION BROADLOOM)

EXISTING FINISH TO REMAINEFTR

EPY EPOXY (COATINGS)

ERF EPOXY RESINOUS FLOORING

GL GLASS (GLAZING)

IHM. INSULATED HOLLOW METAL

FF. FROST FREE

F/G FINISHED GRADE

LM LATEX MASTIC FLOORING

MTL. METAL

MC MULTI-COLOR COATING

NF NATURAL FINISH

PC. PIECE

PCP PORTLAND CEMENT PLASTER

PFW POLYPROPYLENE FABRIC WALLCOVERING

PUT POLYURETHANE

RAF RESILIENT ATHLETIC FLOORING

RB. RESILIENT BASE (RUBBER, VINYL)

RF RAISED RUBBER FLOORING

RSF RESILIENT SHEET FLOORING

SF SPECIAL FACED

ST STONE (CAST)

TT TERRAZZO TILE (PLASTIC MATRIX)

VP VENEER PLASTER

WB WALL BORDER

WS. WATER SERVICE

WR. WEATHER RESISTANT

CONSTRUCTION JOINT

CMU. CONCRETE MASONRY UNIT

ELECTRO-MECHANICAL CLOSER-HOLDEREMCH

MHO MAGNETIC HOLD-OPEN (WALL OR FLOOR MTD)

WEST,WIDTH OR WALLCOVERING

(VINYL COATED FABRIC)

RESILIENT TILE FLOORING

(VINYL COMPOSITION TILE)

WALLCOVERING PROTECTIVE

(RIGID PVC SHEET)

WELDED WIRE FABRIC/

WELDED WIRE REINFORCEMENT

HIGH BUILD GLAZED COATING

(SPECIAL COATING)

PRECAST (ARCHITECTURAL

PRECAST CONCRETE PANELS)

F.T. FULLY TEMPERED

SOUND ATTENUATION BATTSAB.

MANUF. MANUFACTURER

HARDWARE SET (FINISH OR

BUILDERS HARDWARE)

CLSC2

A # xx xx xx xx

MATCH LINE

REFERENCE TAG

(GENERAL\TYPICAL

USE)

SECTION

REFERENCE

ELEVATION

REFERENCE

(INTERIOR and\or

EXTERIOR)

ELEVATION

REFERENCE

(INTERIOR ONLY)

ENLARGED

REFERENCE

REVISION CLOUD &

DELTA

ID. & SHEET LOCATION

REFER TO XXX

ID. NUMBER

REFER TO SHEET

REFER TO XXX

REFER TO SHEET

ID. NUMBER

REFER TO SHEET

ELEVATION ID.

STRUCTURAL

GRID

ALIGN

CONSTRUCTION

ELEVATION, WORK

POINT

KEY NOTE

ROOM

IDENTIFICATION

WINDOW

IDENTIFICATION

DOOR

IDENTIFICATION

FINISH

IDENTIFICATION

CEILING FINISH/

HEIGHT

000'

T \ SLAB

ROOM CODE

WINDOW ID. NO.

DOOR ID. NO.

MATERIAL

COLOR

INDEX TO DRAWING SYMBOLS

XXX #'-##"

NEW COLUMN LINE

EXISTING COLUMN LINE

PARTITION

IDENTIFICATION

OCCUPANT NAME

ROOM NAME

150 SF

150 SF (PFD)

ROOM NO.

USER REQUESTED AREA (NSF)

ROOM AREA (NSF)

ROOM NAME

XX# XX#

STATEMENT OF SPECIAL INSPECTIONS

(2015 MICHIGAN BUILDING CODE)

THE AREAS MARKED BELOW MUST HAVE SPECIAL INSPECTIONS

[X] INSPECTION OF FABRICATORS (1704.2.5)

[X] STRUCTURAL STEEL

[X] STEEL JOISTS AND GIRDERS

[ ] PRECAST CONCRETE

[ ] PRESTRESSED CONCRETE

[ ] WOOD CONSTRUCTION (SECTION 1705.5)- PREFABRICATED STRUCTURAL

ELEMENTS COVERING:

[ ] MANUFACTURED WOOD TRUSSES

[ ] WALLS

[ ] FLOORS

[ ] ROOF ASSEMBLIES

[ ] COLD- FORMED STEEL TRUSSES

[X] SUBMIT FABRICATORS SHOP ACCREDITATION/ CERTIFICATION

(FOR FABRICATORS REGISTERED AND APPROVED)

[X] STRUCTURAL STEEL CONSTRUCTION (1705.2.1)

[ ] STEEL CONSTRUCTION OTHER THAN STRUCTURAL (1705.2.3, 1705.2.2 & TABLE 1705.2.3)

[ ] MATERIAL VERIFICATION OF COLD-FROMED STEEL DECK (1705.2.2)

[ ] WELDING (1705.2.2 & TABLE 1705.2.3)

[ ] COLD-FORMED STEEL DECK (1705.2.#1)

[ ] REINFORCING STEEL (1705.3.1.2)

[ ] OPEN-WEB STEEL JOISTS AND JOIST GIRDERS (1705.2.3)

[ ] COLD- FORMED STEEL TRUSSES (SPANNING 60'-O" OR GREATER (1705.2.4)

[X] CONCRETE CONSTRUCTION (1705.3 & TABLE 1705.3)

[X] REINFORCING STEEL (TABLE 1705.3 #1 & #2)

[ ] PRESTRESSING TENDONS AND PLACEMENT (TABLE 1705.3 #1)

[ ] WELDING (TABLE 1705.3 #2)

[X] CAST-IN-PLACE ANCHORS (TABLE 1705.3 #3)

[X] POST- INSTALLED ANCHORS (TABLE 1705.3 #4)

[X] DESIGN MIX (TABLE 1705.3 #5)

[X] SAMPLING & STRENGTH TESTS (TABLE 1705.3 #6)

[X] CONCRETE PLACEMENT (TABLE 1705.3 #7)

[ ] SHOTCRETE PLACEMENT (TABLE 1705.3 #7)

[X] CURING (TABLE 1705.3 #8)

[ ] PRESTRESSED (TABLE 1705.3 #9)

[ ] APPLICATION OF PRESTRESSING FORCES

[ ] GROUTING OF BONDED PRESTRESSING TENDONS/ SEISMIC

[ ] PRECAST ERECTION (TABLE 1705.3 #10)

[ ] VERIFICATION OF IN-SITU CONRETE STRENGTH (TABLE 1705.3 #11)

[X] FORMWORK (TABLE 1705.3 #12)

[X] MASONRY CONSTRUCTION (MBC 1705.4 AND MASONRY STANDARD TMS 402- 13/ACI

530-13/ASCE 5-13), AND TMS 602-13/ACI 530.1-13/ASCE 6-13, SEE ALSO EXCEPTIONS

[ ] LEVEL 'A' QUALITY ASSURANCE, RISK CATEGORY I, II OR III DESIGNED IN

ACCORDANCE W/ CHP. 5, 6 OR 7, TABLE 1.19.1 (I.E. EMPIRICAL OR PERSCRIPTIVE)

[X] LEVEL 'B' QUALITY ASSURANCE

[ ] RISK CATEGORY IV DESIGNED IN ACCORDANCE W/ CHP. 5, 6 OR 7,

TABLE 1.19.2 (I.E. EMPIRICAL OR PERSCRIPTIVE)

[X] RISK CATEGORY I, II OR III DESIGNED IN ACCORDANCE OTHER THAN

CHP. 5, 6 OR 7, TABLE 1.19.2 (I.E. ENGINEERED)

[ ] LEVEL 'C' QUALITY ASSURANCE, RISK CATEGORY IV DESIGNED IN ACCORDANCE W/

CHP. 5, 6 OR 7, TABLE 1.19.3 (EMPIRICAL OR PERSCRIPTIVE)

[X] VERTICAL MASONRY FOUNDATION ELEMENTS. (1705.4.2), UNLESS CONSTRUCTED

PER 1807.1.6.3(1), 1807.1.6.3(2), 1807.1.6.3(3) OR 1807.1.6.3(4)

[ ] WOOD CONSTRUCTION (1705.5)

[ ] HIGH-LOAD DIAPHRAGMS/ SHEAR WALLS (1705.5.1)

[ ] METAL-PLATE-CONNECTED WOOD TRUSSES (SPANNING 60'-O" OR GREATER,

1705.5.2)

[X] SOILS (1705.6 & TABLE 1705.6)

[X] VERIFICATION OF BEARING MATERIAL CAPACITY (TABLE 1705.6 #1)

[X] VERIFICATION OF EXCAVATION DEPTH BEARING MATERIAL (TABLE 1705.6 #2)

[X] CLASSIFICATION AND TESTING OF FILL (TABLE 1705.6 #3)

[X] VERIFY ENGINEERED FILL DURING PLACEMENT AND COMPACTION (TABLE 1705.6 #4)

[X] VERIFY SITE/ SUBGRADE PREPARATION PRIOR TO FILL PLACEMENT (TABLE 1705.6 #5)

[ ] DRIVEN DEEP FOUNDATIONS (1705.7, TABLE 1705.7)

[ ] CAST-IN-PLACE DEEP FOUNDATIONS (1705.8, TABLE 1705.8)

[ ] HELICAL PILE FOUNDATIONS (1705.9)

UNLESS OTHERWISE NOTED, THE GENERAL CONTRACTOR MUST COORDINATE AND

SCHEDULE ALL INSPECTIONS AND TESTING REQUIRED IN EACH SECTION OF THE

SPECIFICATION AND THE SPECIAL INSPECTIONS MARKED BELOW. NOTIFY EACH

INSPECTING OR TESTING AUTHORITY OR AGENCY 24 HOURS IN ADVANCE OF EACH

INSPECTION OR TEST. SUBMIT ONE COPY OF EACH REPORT OR TEST AS IT IS MADE

AVAILABLE TO THE ARCHITECT FOR THEIR REVIEW. THE GENERAL CONTRACTOR

MUST HIRE AND PAY A THIRD PARTY COMPANY TO COMPLETE ALL REQUIRED

INSPECTIONS, TESTING AND SPECIAL INSPECTIONS.

**FABRICATOR INSPECTION IS REQUIRED UNLESS APPROVED BY THE AUTHORITY

HAVING JURISDICTION (AHJ). AT COMPLETION OF FABRICATION, THE TESTING AGENCY

SHALL OBTAIN FROM EACH REGISTERED AND APPROVED FABRICATOR, A CERTIFICATE

OF COMPLIANCE, STATING THAT THE WORK WAS PERFORMED IN ACCORDANCE WITH

THE APPROVED CONSTRUCTION DOCUMENTS AND SUBMIT ALL CERTIFICATES TO THE

BUILDING DEPARTMENT PER MBC 1704.2.5.1.

[ ] FABRICATED ITEMS (I.E. STRUCTURAL, LOAD BEARING OR LATERAL LOAD-RESISTING

MEMBERS OF ASSEMBLIES- 1705.10)

[ ] SPECIAL INSPECTION FOR WIND REQUIREMENTS (1705.11)

[ ] WIND EXPOSURE CATEGORY (1609.4)

[ ] B [ ] C [ ] D

[ ] STRUCTURAL WOOD (1705.11.1)

[ ] COLD-FORMED STEEL LIGHT- FRAME CONST. (1705.11.2)

[ ] WIND RESISTING COMPONENTS (17011.3)

[ ] ROOF CLADDING

[ ] WALL CLADDING

[ ] SPECIAL INSPECTION FOR SEISMIC RESISTANCE (1705.12)

[ ] SEISMIC DESIGN CATEGORY (1613.3.5)

[ ] C [ ] D [ ] E [ ] F

[ ] STRUCTURAL STEEL (1705.12.1, 1705.12.1.1, 1705.12.1.2)

[ ] STRUCTURAL WOOD (1705.12.2)

[ ] COLD-FORMED STEEL (1705.12.3)

[ ] DESIGNATED SEISMIC SYSTEMS (1705.12.4)

[ ] ARCHITECTURAL COMPONENTS (CATEGORY D, E, F ONLY, 1705.12.5)

[ ] EXTERIOR CLADDING

[ ] INTERIOR/ EXTERIOR VENEER (>5 PSF)

[ ] INTERIOR/ EXTERIOR NON-BEARING WALLS (> 15 PSF)

[ ] SUSPENDED CEILINGS

[ ] ACCESS FLOORS (CATEGORY D, E, F ONLY, 1705.12.5.1)

**N/A FOR COMPONENTS <30 FT. ABOVE GRADE OR WALKING SURFACE

[ ] MEP COMPONENTS (1705.12.6)

[ ] EMERGENCY ELECTRICAL SYSTEMS

[ ] OTHER ELECTRICAL EQUIPMENT (CATEGORY E, F ONLY)

[ ] HAZARDOUS PIPING

[ ] HAZARDOUS DUCTWORK

[ ] VIBRATION ISOLATION SYSTEMS (W/ </= 1/4" CLEARANCE)

[ ] STORAGE RACKS (>8 FT HIGH, CATEGORY D, E, F ONLY, 1705.12.7)

[ ] SEISMIC ISOLATION SYSTEMS (1705.12.8)

[ ] TESTING FOR SEISMIC RESISTANCE (1705.13)

[ ] SEISMIC DESIGN CATEGORY (1609.4)

[ ] B [ ] C [ ] D [ ] E [ ] F

[ ] IMPORTANCE FACTOR > 1

[ ] STRUCTURAL STEEL (1705.13.1)

[ ] SEISMIC CERTIFICATION OF NONSTRUCTURAL COMPONENTS

(CATEGORY B, C, D, E, OR F, 1705.13.2)

[ ] SPRAYED FIRE-RESISTANT MATERIALS (1705.14)

[ ] MASTIC & INTUMESCENT FIRE-RESISTANT COATINGS (1705.15)

[ ] EXTERIOR INSULATION & FINISH (EIFS) (1705.16 AND 1408.6)

[ ] WATER-RESISTIVE BARRIER COATING (1705.16 #1)

[X] FIRE RESISTANT PENETRATIONS AND JOINTS- HIGH RISE BLDGS. OR

RISK CAT. III & IV BLDG'S. U.N.O. (1705.17)

[X] PENETRATION FIRESTOPS (1705.17.1)

[X] FIRE- RESISTANT JOINT SYSTEMS (1705.17.2)

[ ] SMOKE CONTROL (1705.18)

[ ] SPECIAL CASES AS DETERMINED BY AHJ (1705.1.1)

[ ] COLD-FORMED STEEL SPECIAL BOLTED MOMENT FRAMES (1705.12.9)

[ ] SEISMIC FORCE-RESISTING SYSTEMS (CATEGORY B, C, D, E, OR F, 1705.13.1.1)

[X] NOT REQUIRED IN BUILDINGS CLASSIFIED IN B OR C NOT SPECIFICALLY

DETAILED FOR SEISMIC RESISTANCE W/ RESPONSE MOD. COEF. 'R' OF </= 3

(1705.13.1,EX.)

[ ] STRUCTURAL STEEL ELEMENTS (CATEGORY B, C, D, E, OR F (NOT INCLUDED IN

1705.13.1.1); STRUTS, COLLECTORS, CHORDS, AND FOUNDATION

ELEMENTS,1705.13.1.2)

[ ] NOT REQUIRED IN BUILDINGS CLASSIFIED IN B OR C NOT SPECIFICALLY

DETAILED FOR SEISMIC RESISTANCE W/ RESPONSE MOD. COEF. 'R' OF </= 3

(1705.13.1.2,EX.)

[ ] DESIGNATED SEISMIC SYSTEMS (CATEGORY C, D, E, OR F,1705.13.3)

[ ] ARCHITECTURAL

[ ] MECHANICAL

[ ] ELECTRICAL

[ ] SEISMIC ISOLATION SYSTEMS (CATEGORY B, C, D, E, OR F,1705.13.4)

[ ] MASONRY OF CONCRETE WALLS (1705.16 #2)

E O

F M

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D V

THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF

SIDOCK GROUP, INC. AND CANNOT BE REPRODUCED,

COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR

WRITTEN CONSENT OF SIDOCK GROUP, INC. 2022

FOR SITE OWNED UTILITIES

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PRELIMINARY

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CONSTRUCTION

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FINAL RECORD

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DATE

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ISSUED FOR

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FILE NO./INDEX CODE:

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PROJECT NO.:

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IDENTIFICATION NO.

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SHEET

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DESIGNED

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DRAWN

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CHECKED

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APPROVED

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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

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FACILITIES AND BUSINESS SERVICES ADMINISTRATION

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ADAM P. LACH,RA, DIRECTOR

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SHEET TITLE:

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UTILITIES

AutoCAD SHX Text 989-344-6184

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72 HOURS

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(3 WORKING DAYS)

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CALL MR. HALCOMB

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BEFORE YOU DIG

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FACILITIES MANAGEMENT

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CAMP GRAYLING ENGINEERING

WATER CLOSETS

**FLUSH CONTROLS MUST BE

LOCATED ON THE OPEN SIDE OF

THE WATER CLOSET.

42" 18"

18"

" 36

SOAP

DISPENSER

TOILET PAPER

DISPENSER

NOTE: REFER TO INTERIOR

ELEVATIONS FOR SPECIFIC

FINISH TYPES AND LOCATIONS

FLUSH VALVE

MAY OCCUR,

REFER TO

PLUMBING

DRAWINGS

MIRROR - REFER TO

INTERIOR

ELEVATIONS

15"

17" MIN.

INSULATED

COVER

TO PROTECT

AGAINST

CONTACT

PROVIDE AND INSTALL INSULATED COVER ON ALL EXPOSED

WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES TO

PROTECT AGAINST CONTACT. THERE MUST BE NO SHARP OR

ABRASIVE SURFACES UNDER LAVATORIES.

BOTTOM EDGE OF

REFLECTING SURFACE

40" MAX A.F.F.

WALL MOUNTED LAVATORY

MOUNTING HEIGHTS

SCALE: 1/2"=1'-0"

LIGHT FIXTURE MAY

OCCUR, REFER TO

ELEC.

SANITARY

NAPKIN

DISPOSAL

ACCESSORY MOUNTING HEIGHTS

ELEC.

DEVICES 8"

ABOVE ALL

COUNTERTOPSTV

N E/

A O

N E/

A O

C H

ES FI

8" C

O U

R H

H T

" A

.F .F

. O R

" B

W F

H C

N G

W H

TYPICAL LOCATIONS

TELEPHONE

OUTLET AND

DUPLEX

RECEPTACLE

IN A QUAD BOX

WITH DIVIDER

WHERE TELEPHONE, TV

OR DATA OUTLETS ARE

INDICATED AT THE SAME

LOCATION AS A DUPLEX

RECEPTACLE THEY ARE

TO BE IN A QUAD BOX

WITH DIVIDER

DESK

NOTE:

ALL RECEPTACLES SHALL

BE 18" A.F.F UNLESS

NOTED OTHERWISE

O W

WHERE SWITCH IS

INDICATED AT THE

SAME LOCATION AS

DUPLEX RECEPTACLE

THEY ARE TO BE IN A

QUAD BOX WITH

DIVIDER

SWITCHES

W / P

H O

N E, T V

O R

S W

M O

C C

O N

P U

SCALE: 1/2"=1'-0"

C O

O O

NOTE: DO NOT LOCATE

TOILET ACCESSORIES

WITHIN 24" OF AN INSIDE

CORNER

Y N

N D

(W O

O N

(T O

N G

W / W

T)FI

R E

N G

O R

W /O

(4 0#

O R

SIGNAGE

18"

CLEAR

SPACE

(T O

N G

W / W

G U

R W

/O C

T H

1. WHEN MOUNTING MULTIPLE DEVICES FROM DIFFERENT

TRADES IN THE SAME LOCATION (SUCH AS LIGHTING

SWITCHES, LOW VOLTAGE, THERMOSTATS, ETC), THEIR

ARRANGEMENT MUST BE IN ACCORDANCE WITH THE

FOLLOWING:

1.1. LOCATE DEVICES AS SHOWN ON THE

ARCHITECTURAL PLANS, ELEVATIONS OR SECTIONS.

1.2. WHEN SHOWN ON MECHANICAL OR ELECTRICAL

DRAWINGS, BUT NOT ON ARCHITECTURAL

DRAWINGS, DEVICES MUST BE UNIFORMLY AND

SYMMETRICALLY MOUNTED. VERTICALLY ALIGN

DEVICES MOUNTED AT HEIGHTS INDICATED, UNLESS

SEPARATED HORIZONTALLY BY A MINIMUM OF 24".

1.3. DEVICES INSTALLED IN MASONRY OR SURFACES TO

RECEIVE WOOD PANELS, WALL COVERING OR

SIMILAR MATERIALS MUST BE FLUSH WITH THE

FINAL SURFACE MATERIAL.

1.4. IF THE CONTRACTOR HAS ANY DOUBTS REGARDING

THE LOCATION OF DEVICES, THE CONTRACTOR

MUST CONSULT WITH THE ARCHITECT PRIOR TO

ROUGHING-IN.

1.5. AT MULTIPLE SWITCHES, GANG W/ SINGLE COVER

PLATE.

2. DEVIATIONS FROM THE ABOVE INSTRUCTIONS WITHOUT

PRIOR APPROVAL BY THE ARCHITECT MUST BE

CORRECTED BY THE INSTALLING CONTRACTOR. ANY

COST, INCLUDING CUTTING & PATCHING, ENTAILED IN

THE REMOVAL, RELOCATION, AND REINSTALLATION OF

ANY DEVICES WILL BE THE RESPONSIBILITY OF THAT

CONTRACTOR.

GENERAL NOTES FOR

LOCATION OF DEVICES

ALL ROOMS/SAPCES TO RECEIVE SIGNAGE U.N.O., REFER TO PROJECT SPECIFICATION FOR TYPE/STYLE.

SIGNAGE MUST BE MOUNTED ON THE WALL ADJACENT TO LATCH SIDE OF DOOR. WHERE THERE IS NO WALL SPACE TO THE LATCH SIDE OF THE DOOR, SIGNAGE MUST BE PLACED ON THE NEAREST ADJACENT WALL.

MOUNTING HEIGHT MUST BE 60" A.F.F. TO THE CENTERLINE OF SIGN.

SIGNS MUST HAVE AN 18" MIN. BY 18" MIN. CLEAR FLOOR SPACE, CENTERED ON THE SIGN, BEYOND THE ARC

OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND A 45 DEGREE OPEN POSITION.

FIRE RESISTANCE RATING SIGNAGE: FIRE FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS

AND SMOKE PARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR

PENETRATIONS MUST BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING. SUCH

IDENTIFICATION SHALL:

1. BE LOCATED IN ACCESSIBLE CONCEALED FLOOR, FLOOR/CEILING OR ATTIC SPACES.

2. BE LOCATED WITHIN 15 FEET OF THE END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30

FEET MEASURED HORIZONTALLY ALONG THE WALL OR PARTITION; AND

3. INCLUDE LETTERING NOT LESS THAN 3 INCHES IN HEIGHT WITH A MINIMUM 3/8 INCH STROKE IN A

CONTRASTING COLOR INCORPORATING THE SUGGESTED WORDING "FIRE AND/OR SMOKE BARRIER - PROTECT ALL OPENINGS" OR SIMILAR WORDING- PROTECTED OPENING SIGNAGE REQUIRED ONLY

WHERE OPENING PROTECTION IS REQUIRED.

3.1. PROTECTED OPENING SIGNAGE REQUIRED ONLY WHERE OPENING PROTECTION IS REQUIRED

PER MMC.

3.2. SMOKE BARRIER SIGNAGE ONLY REQUIRED WHEN WALL IS DESIGNATED "SMOKE BARRIER"

SIGNAGE AND CONTROLS

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THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF

SIDOCK GROUP, INC. AND CANNOT BE REPRODUCED,

COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR

WRITTEN CONSENT OF SIDOCK GROUP, INC. 2022

FOR SITE OWNED UTILITIES

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EMERGENCY RESPONDER RADIO COVERAGE SYSTEM:

MBC 916: EMERGENCY RESPONDER RADIO COVERAGE SHALL BE PROVIDED IN ALL NEW

BUILDINGS PER SECTION510 OF THE INTERNATIONAL FIRE CODE.

THE ELECTRICAL CONTRACTOR SHALL INCLUDE IN THEIR BID THE DESIGN AND INSTALLATION

OF EMERGENCY RESPONDER RADIO SYSTEM BOOSTERS / REPEATERS TO SATISFY THE

REQUIREMENTS OF THE MICHIGAN BUILDING CODE SECTION 916 AND THE INTERNATIONAL

FIRE CODE SECTION 510. THE BID SHALL INCLUDE AN ALLOWANCE FOR THE COST TO

PERFORM A RADIO SITE SURVEY AS WELL AS THE EQUIPMENT AND INSTALLATION OF

EMERGENCY RESPONDER RADIO SYSTEM BOOSTERS / REPEATERS THROUGHOUT THE

BUILDING NECESSARY TO MEET THE REQUIREMENTS OF THE REFERENCE BUILDING CODE

REQUIREMENTS. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR WORKING

WITH THE LOCAL FIRE MARSHAL IN ASSESSING THE RADIO COVERAGE IN THE BUILDING, AS

WELL AS THE DETAILS ASSOCIATED WITH THE LOCAL MUNICIPALITIES EMERGENCY

RESPONDER RADIO SYSTEM, INCLUDING THE MANUFACTURE, MODEL NUMBERS, OPERATING

FREQUENCIES AND OTHER DETAILS NECESSARY IN ORDER TO INCLUDE THE ALLOWANCE IN

THEIR BID FOR THE REQUIRED BOOSTERS / REPEATERS THROUGHOUT THE FACILITY IN

ORDER TO MEET THE REQUIREMENTS OF THE ABOVE REFERENCED BUILDING CODE SECTION

916 AND INTERNATIONAL FIRE CODE SECTION 510.

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PRELIMINARY

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CONSTRUCTION

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FINAL RECORD

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DATE

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ISSUED FOR

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FILE NO./INDEX CODE:

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PROJECT NO.:

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IDENTIFICATION NO.

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SHEET

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DESIGNED

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DRAWN

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CHECKED

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APPROVED

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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

AutoCAD SHX Text

FACILITIES AND BUSINESS SERVICES ADMINISTRATION

AutoCAD SHX Text

ADAM P. LACH,RA, DIRECTOR

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SHEET TITLE:

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AutoCAD SHX Text

UTILITIES

AutoCAD SHX Text 989-344-6184

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72 HOURS

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(3 WORKING DAYS)

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CALL MR. HALCOMB

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BEFORE YOU DIG

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FACILITIES MANAGEMENT

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CAMP GRAYLING ENGINEERING

EQUIPMENT SCHEDULE- N.I.C.

STAINLESS STEEL TABLE

SYMBOL DESCRIPTION - RATING

LARGE ULTRASONIC WEAPONS CLEANER

FOR M60 AND M19 SYSTEMS

SMARTWASHER SUPERSINK PARTS WASHER

REFER TO SPECS

SHARPER TEK MARK 19 CLEANER

OR EQUAL

CRC INDUSTRIES SW-28 OR EQUAL

WALL LEGEND:

STUD INTERIOR WALL W/ GYP.

BD. W/ SOUND INSULATION

(45 S.T.C.)

STUD INTERIOR WALL W/ GYP.

BD. (NO SOUND INSULATION)

**NOTE: WALL LEGEND SHOWN FOR GRAPHICAL REFERENCE ONLY. REFER TO WALL TYPES AND SECTIONS FOR

ADDITIONAL DETAILS AND INFORMATION.

NOTE: 1 HR RATED FIRE BARRIER.

EXTEND 1 HR. RATED ASSEMBLY

TO THE UNDERSIDE OF THE

STRUCT. DECK U.N.O., FIRE STOP

ALL JOINTS AND PENETRATIONS.MASONRY WALL

MASONRY WALL W/ STUD FURRING

W/ GYP. BD. (ONE OR BOTH SIDES,

SOUND INSULATION MAY OCCUR)

METAL WALL GIRTS W/ METAL

LINER PANEL PANEL (ONE

SIDE)

METAL WALL GIRTS W/ METAL

LINER PANEL PANEL (BOTH

SIDES)

STUD INTERIOR WALL W/ GYP.

BD. W/ SOUND INSULATION

(65 S.T.C. "SOUND CONTROL")

1. UTILIZE 20GA. COLD FORMED STEEL STUDS AT 16" O.C.

AT ALL INTERIOR PARTITIONS, U.N.O. (18GA. WHEN

HEIGHT EXCEEDS MANUF. LIMITATIONS), MAINTAIN 6"

COLD FORMED STEEL STUDS AT ALL PLUMBING AND

CHASE WALLS, U.N.O. (VERIFY WITH PLANS AND WALL

TYPE SHEET).

2. ALL DIMENSIONS ARE TO FACE OF STUDS/ SHEATHING/

MASONRY/CONCRETE, CENTERLINE OF OPENINGS FOR

DOORS AND WINDOWS IN STUD CONSTRUCTION (FACE

OF OPENING WHEN LOCATED IN MASONRY/CONCRETE).

DO NOT SCALE DRAWINGS.

3. PROVIDE AND INSTALL SEALANT AT INTERSECTION OF

ALL GYPSUM BOARD PARTITIONS AND DIFFERING

MATERIALS, (BOTH SIDES OF PARTITIONS).

4. VERIFY SIZE AND LOCATION OF MECHANICAL AND

ELECTRICAL EQUIPMENT, PADS, PENETRATIONS AND

SUPPORTS WITH MECHANICAL AND ELECTRICAL

DRAWINGS.

5. SLOPE FLOORS TO DRAINS AT 1/8" PER FOOT MINIMUM

WHILE KEEPING FLOOR LEVEL AT WALL BASE

CONDITION. (DO NOT EXCEED 2% SLOPE IN ANY

DIRECTION). REFER TO STRUCTURAL FOR ADDITIONAL

INFORMATION.

6. PLANS INDICATE MINIMUM REQUIREMENTS FOR FIRE

EXTINGUISHERS, PROVIDE ADDITIONAL

EXTINGUISHERS IF REQUIRED BY AUTHORITY HAVING

JURISDICTION. FIRE EXTINGUISHERS TO COMPLY WITH

NFPA 10.- FIRE EXTINGUISHER UNITS ARE N.I.C.

7. COORDINATE ALL UTILITY LOCATIONS WITH CIVIL,

PLUMBING AND ELECTRICAL DRAWINGS.

8. TO THE MAXIMUM EXTENT POSSIBLE, CLEAN-OUTS

ARE TO BE LOCATED IN INCONSPICUOUS LOCATIONS.

ALL FLOOR CLEAN-OUTS LOCATED IN AREAS WITH

FINISH FLOORING ARE TO BE FITTED WITH FINISH

FLOORING INSERTS. ALL CLEAN-OUTS ARE TO BE

FLUSH WITH FLOORS/WALLS.

9. PATCH AND REPAIR ALL EXISTING CONSTRUCTION

DAMAGED AS A RESULT OF NEW WORK TO MATCH

EXISTING CONDITIONS, U.N.O.

10. REFER TO SHEET CS-003 FOR MOUNTING HEIGHTS.

11. REFER TO SPECIFICATIONS MANUAL FOR ADDITIONAL

INFORMATION.

GENERAL FLOOR

PLAN NOTES

8'X55'X9.5'

8'X55'X9.5'8'x55'x9.5'

PRIME MOVER W/ M777

13'x35'x9.5'

M777 EMPLACED

8'X55'X9.5'8'x55'x9.5'

PRIME MOVER W/ M777

13'x35'x9.5'

M777 EMPLACED

Ø19'-8" OVERHEAD HOSE BOOM SERVICE

001003

002001

A A.1 B C D E E.8 F.9 GFE.9A.2

1.1

5.9

1.1

5.9

WALL MOUNTED SOAP DISPENSER

PAPER TOWEL DISPENSER

FLOOR MOUNTED FLUSH VALVE TOILET

2'W x 3'H MIRROR W/ SSTL FRAME

TOILET TISSUE DISPENSER - DOUBLE

LAVATORY

SANITARY NAPKIN DISPOSAL7

ACCESSORY LEGEND

8 COAT HOOK (48" A.F.F. @ DOOR)

9 S.S. MOP AND BROOM HOLDER W/

UTILITY SHELF

10 EMERGENCY EYE WASH W/ SHWR.

11 HAND WASH SINK

EQUIPMENT LEGEND

WATER CANNON PUMP UNIT W/ MANUAL BLOWOUT 2

WATER CANNON W/ PEDISTAL TYPE HOSE REEL AND

SURF. MTD. BRACKET- 100FT. HOSE, MANUAL REWIND

PRESSURE WASHER UNIT4

5 PRESSURE WASHER BOOM W/ ARTICULATING

ARM, 180 DEGREE, 2-PIECE ASSEMBLIES

6 PRESSURE WASHER WAND W/ WALL MTD. HOSE REEL AND

SURF. MTD. BRACKET- 100FT. HOSE, MANUAL REWIND

WATER CANNON CONTROLS W/ FREEZE WARNING

LIGHT/ALERT "I.E. SYSTEM IS WINTERIZED"

7 AIR COMPRESSOR

8 AIR DROP @ 48" A.F.F. W/ WALL MOUNT BRACKET FOR AIR

NOZZLE (50FT. HOSE @ WASH BAYS ONLY, 5 FT. ALL OTHER LOC.)

NOTE: EQUIPMENT, CONTROLS, AND ACCESSORIES BY WASH SYSTEM

MANUF.- CONTRACTOR TO FIELD VERIFY EXACT EQUIPMENT LAYOUT AND

ORIENTATION PRIOR TO ORDERING. CONTRACTOR TO PROVIDE SHOP

DRAWINGS FOR EQUIPMENT AND LAYOUT .

9 500 GALLON BUFFER TANK

E O

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D V

THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF

SIDOCK GROUP, INC. AND CANNOT BE REPRODUCED,

COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR

WRITTEN CONSENT OF SIDOCK GROUP, INC. 2022

FOR SITE OWNED UTILITIES

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SCALE:

A-2.1

1 FLOOR PLAN

1/8"=1'-0"SCALE:

A-2.1

2 CLERESTORY PLAN

1/8"=1'-0"

WASH BAY

MECH./ELEC

JAN.

STOR.

UNISEX

WASH BAY #1

UNISEX

WASH BAY #2

OVERHEAD

PRESSURE

WASHER

HOSE SUPPLY/

BOOM, TYP.

15FT. CLEAR

AT LOWEST

POINT MIN.

WEAPONS

CLEANING

ELEC.

PANELS

TRANSLUCENT

DAYLIGHTING WALL PANEL

FRAME ASSEMBLY, TYP.

100F 100E100G

100A 100C100B 100D 101A

101B

105B

105A

OPEN TO WASH

BAY BELOW

GAS METER

(PROPANE)

F.D.

STEEL PIPE

BOLLARDS, REFER

TO DETAIL ON CIVIL

DWGS,TYP.

SLOPE

1/8"/FOOT MIN.

SLOPE

SLAB,

TYP

CONCRETE SETTLING

TRENCH, BAFFLED, W/

DRIVE-ON, REMOVABLE

GRATING- OUTLET TO

EXTERIOR U.G.

SAND/GRIT/OIL

INTERCEPTOR W/

COALESCING MEDIA

A-601

101C

WATER HEATER AND STAND NOTE: W.H. W/

WALL MTD. RACK (HOLD RITE QUICK STAND

MOD.: #40-SWHP-W) ABOVE SINK- WALL STUDS

TO BE 16GA W/ BRIDGING @ 48" O.C. MAX., FOR

STAND MOUNTING WITH SOLID WOOD

BLOCKING @ ANCHOR LOC. EXTEND STUDS

TO UNDERSIDE OF ROOF DECK AND SECURE

W/ CLIPS OF SIM. GAUGE

SLOPE

1/8"/FOOT MIN.

E/W, TYP. U.N.O.

TRANSLUCENT

DAYLIGHTING WALL

PANEL FRAME

ASSEMBLY, TYP.

8'X55'X9.5'

PRIME MOVER

W/ M777

SUPPLY/BOOM

CLEARANCES

TYP., PROVIDE

W/ CUSHIONED

STOPS (BY

MANUF.

COL. MTD.

BRACKET FOR

WAND (BY

MANUF.)

NOTE: SIGN TO BE PROVIDED

STATING "WASHING OF ENGINE

COMPARTMENTS IS

PROHIBITED PER U.F.C.

4-214-03", VERIFY EXACT

SIGNAGE AND LOC. W/ ARNG

HOSE BIBB,

HOSE W/

REEL, 50 FT.

HOSE

COL. MTD.

BRACKET FOR

WAND (BY

MANUF.)

COL. MTD.

BRACKET FOR

WAND (BY

MANUF.)

COL. MTD.

BRACKET

FOR WAND

(BY MANUF.)

ON/OFF SYS.

#1 (2) WANDS)

ON/OFF SYS.

#2 (2) WANDS

'-4

5'-0"5'-23 8"

5' -0

" 20'-0"

8'-0"20'-0"8'-0"

'-0

20'-8"81'-4"

102'-0"

'-4

-8

3' -0

-0

3' -8

4'-0" 18'-8" 18'-8" 4'-0"

3' -8

-0

3' -0

-8

80'-0"8" 8"

'-0

4'-0"18'-8"18'-8"4'-0"

102'-0"

20'-8"81'-4"

11'-4"19'-8"11'-0"38'-8"11'-0"10'-4"

'-4

'-8

'-4

'-0

13'-4" 16'-0" 22'-8" 16'-0" 13'-4"

1'-2"

102'-0"

8" 80'-0"

4' -8

-4

1' -4

-4

'-4

'-6

56'-0"

1' -6

8'-11 2"

8" 10'-0"

12'-0"35 8"

'-4

'-0

'-4

8"3' -4

-4

3' -4

'-0

8" 8"

6' -2

-2

'-6

6' -2

3' -8

'-0

'-8

OUTLINE OF

CONSTRUCTION

BELOW

ALIGN EDGE

OF BOLLARD

W/ DOOR

JAMB, TYP.

U.N.O.

24"x24"

"ONE-WAY, DO

NOT ENTER"

SIGNAGE

8" 8"

A-5.1

TRAFFIC

DIRECTION

TRAFFIC

DIRECTION

1' -4

NOTE: PRE-ENGINEERED METAL

BUILDING (PEMB) PACKAGE AT

ADDITION "BY OTHERS"-

INCLUDES ROOF, WALL AND

FRAMING SYSTEMS

SCALE:A-2.1

3 TOILET ROOM ACCESSORY PLAN

1/8"=1'-0"

A-5.1

METAL 3-RIB

GUARDRAIL,

BOLT-ON TO

COL'S. (SAFETY

YELLOW)

STEEL

BOLLARD,

SURFACE

MOUNTED

(SAFETY

YELLOW), EA.

SIDE OF O.H.

DOORS, TYP.

ALIGN EDGE OF

BOLLARD W/ EDGE

OF COL., TYP.

1' -0

'-4

1' -0

'-0

1' -1

-1

20'-8"

1'-21 2"

'-0

'-4

'-0

-1

1' -1

11"3"

1" 1"

A-2.1 A-2.3

2'-0"

'-0

2'-0"

'-0

(2)HOSE

BIBB

88'-0" 8"

12'-0"9

EXT. CONCRETE WASH RACK W/

DRIVE-DOWN SEDIMENT

COLLECTION

8" 3'-4" 6'-0"

7'-83 8"

8" 8"

'-4

'-0

3' -4

-0

3' -4

" 1 '-4

3' -6

HOSE BIBB,

HOSE W/

REEL, 50 FT.

HOSE

4" CONC. WALK

REFER TO CIVIL

DWGS. FOR

PAVING DETAILS

SUPP.

SLAB

HIGH-LIFT

"FOLLOW-THE-ROOF"

TYPE O.H. DOOR

TRACK SYSTEM, TYP.

HIGH-LIFT

"FOLLOW-THE-ROOF"

TYPE O.H. DOOR

TRACK SYSTEM, TYP.

MECH.

LOUVER

SUPP.

SLAB

SUPP.

SLAB

WATER

SERVICE

WELL TANK

NOTE: REFER TO REFLECTED

CEILING PLAN AND MECHANICAL

DRAWINGS FOR MECHANICAL

LOUVER COORDINATION

A-5.1

F.E.- N.I.C.

F.E.

WALL MTD. FIRE

EXTINGUISHER

(F.E.)-N.I.C.

SC3

MA8

MC8

MC8 MC8

SC3.1

SP3

2 9

SC8.1

REFER TO

WATER

HEATER

AND STAND

NOTE, THIS

SHEET

D G

FLUSH EDGE TYP.

8" CONCRETE APRON W/

REINF. REFER TO CIVIL

DWGS. FOR PAVING

DETAILS

8" CONCRETE APRON W/

REINF. REFER TO CIVIL

DWGS. FOR PAVING

DETAILS- BASE BID

'-0

67'-0"

ALTERNATE #5

F.E.- N.I.C.

ALL EQ. IN WEAPONS

CLEANING #101 INCLUDING

SELF-COILING AIR SYSTEM

HOSES AND QUICK

COUPLER/BLOW GUN

NOZZLE (REFER TO SHEET

P-1 "COMPRESSED AIR

DROP DETAIL") - N.I.C.

ALTERNATE #5

24"x24"

"ONE-WAY

ENTER HERE"

SIGNAGE

24"x24"

"ONE-WAY

ENTER HERE"

SIGNAGE

SLOPE LANDING

@ 1/8" PER FOOT

MIN., TYP.

AutoCAD SHX Text

TUEBOR

AutoCAD SHX Text U

AutoCAD SHX Text S

AutoCAD SHX Text Q

AutoCAD SHX Text U

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text U

AutoCAD SHX Text P

AutoCAD…

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