Architectural Plans.pdf

PDF 4 MB Posted Apr 23, 2021

Attached to: File No. 751/17172. JBB - Western UP - Shooting Facility
Solicitation number: RFQ 171 210000000220 7
Issued by: Otsego County, Michigan

About this file

Written by GovTribe AI · Mar 13, 2026

This architectural plans document contains comprehensive design drawings and specifications for the Western Peninsula Shooting Facility, a new shooting complex being developed by the Lake Superior Sportsman's Club in partnership with the Michigan Department of Natural Resources on state-owned property within the Porcupine Mountains Wilderness State Park. The project includes construction of a new clubhouse with indoor range facilities, meeting space, and office space, along with outdoor gun ranges (rifle, pistol, and shotgun). The facility design encompasses approximately 10,500 square feet for the clubhouse and 6,500 square feet for the range structure, with the indoor range equipped to support six lanes and a 75-foot target range. The project incorporates connection to municipal water, a new septic system, and comprehensive mechanical, plumbing, and electrical systems. The drawings are prepared in accordance with the 2015 Michigan Building Code, ICC A117.1 accessibility standards, and relevant state and national codes, with design elements including masonry walls, wood and steel framing, standing seam metal roofing, and insulated metal panel siding.

The architectural drawings classify the project as mixed-use, non-separated occupancy with occupancy classifications of A-2, A-3, and B, accommodating 150 total occupants with proper egress separation and fire safety provisions. The design specifies non-sprinklered construction with portable fire extinguishers and fire alarm detection systems throughout. Foundation design includes reinforced concrete and masonry construction with proper bearing capacity verification and soil-specific requirements. The structural system incorporates pre-engineered wood trusses, steel joists, reinforced concrete slabs, and metal decking with comprehensive specifications for loads, wind resistance, and seismic design per Michigan Building Code standards. Mechanical systems include furnaces with gas heating, air conditioning units, make-up air units for the range with 21,000 CFM capacity, and dedicated exhaust systems. Plumbing fixtures include water closets, lavatories, sinks, drinking fountains, and service sinks with hot water heating provided by a 40-gallon gas water heater. Electrical systems feature a 600-amp main service panel with 120/240-volt single-phase power distribution, LED lighting throughout, fire alarm systems, and provisions for data and communication infrastructure serving the shooting range equipment and office operations.

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Range Equipment - 2.pdf	PDF	Apr 23, 2021
Addendum No. 1.pdf	PDF	Apr 23, 2021
Civil Plans.pdf	PDF	Apr 23, 2021
Range Equipment - 1.pdf	PDF	Apr 23, 2021
Addendum No. 4.pdf	PDF	Apr 23, 2021
Addendum No. 2.pdf	PDF	Apr 23, 2021
Civil Updates.pdf	PDF	Apr 23, 2021
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J942 Photos with Captions.pdf	PDF	Apr 23, 2021
Specifications.pdf	PDF	Apr 23, 2021
Addendum No. 3.pdf	PDF	Apr 23, 2021
Addendum 5 17172.pdf	PDF	Apr 23, 2021

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F E

FE FEC

MAX DIAGONAL DISTANCE:

77' - 10"

EXIT SEPARATION REQUIRED:

38' - 11"

EXIT SEPARATION:

45' - 0"

Function of Space

ACCESSORY MECHANICAL

ACCESSORY STORAGE

ASSEMBLY: UNCONCENTRATED

BUSINESS

GUN RANGE

UNOCCUPIED

KITCHENETTE

CONFERENCE

MECHANICAL

RANGE STORAGE

RANGE

LOBBY

OFFICE

RANGE ENTRY

MAIN ENTRY

TLT TLT

108B

100A

112B

OCCUPANT LOAD FOR RANGE

CALCULATED FOR USABLE

AREA AT FIRING POSITIONS

MAX DIAGONAL DISTANCE:

45' - 0"

EXIT SEPARATION REQUIRED:

22' - 6"

EXIT SEPARATION:

30' - 6"

A-2

A-3

CONFERENCE ROOM

BUILDING

(5 3'

RANGE ENTRY TO BE CONTROLLED ENTRY: DOORS NORMALLY CLOSED AND UNLOCKED.

OPENING EITHER DOOR, MANUALLY OR BY USING ADA OPERATOR,

IN SEQUENCE WILL CAUSE THE OTHER DOOR TO LOCK UNTIL THE

OPENED DOOR RETURNS TO ITS NORMAL (CLOSED) STATE.

RED AND GREEN LED’S LOCATED AT EACH DOOR WILL INDICATE

THE DOOR STATUS (GREEN = UNLOCKED, RED = LOCKED).

LOCAL PULL STATIONS WILL OVERRIDE THE INTERLOCK BY REMOVING POWER TO THE LOCK.

(X'-X")

C.P.T. (X'-X")

Path Label

XXX

101A

XXX

MULTI-PURPOSE CHEMICAL

(CLASS ABC)

FIRE EXTINGUISHER

CABINET

PORTABLE FIRE EXTINGUISHERS

FIRE

EXTINGUISHERS

NUMBER OF OCCUPANTS

ACTUAL EGRESS OCCUPANT LOAD

ALLOWABLE EGRESS OCCUPANT LOAD

TRAVEL DISTANCE TO NEAREST EXIT

PATH OF TRAVEL:

COMMON TRAVEL DISTANCE

MAXIMUM DIAGONAL DISTANCE & REQUIRED EXIT SEPARATION

EXIT SEPARATION DISTANCE

XXX

EXIT SEPARATION:

10' - 0"

MAX DIAGONAL DISTANCE:

13' - 0"

EXIT SEPARATION REQUIRED:

6' - 6"

CODE PLAN LEGEND

ARCHITECTS ENGINEERS PLANNERS

OHM-ADVISORS.COM

424 Hancock Street Hancock, MI 49930

PH 906.482.0535 | F 906.482.6453

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COPYRIGHT 2020 OHM ALL DRAWINGS AND WRITTEN MATERIALS APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF OHM AND THE SAME MAY NOT BE DUPLICATED, DISTRIBUTED, OR DISCLOSED WITHOUT PRIOR WRITTEN CONSENT OF OHM

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Exit Access Travel Distance

RequiredFactorEgress Sizing

Common Travel Distance

Means of Egress

ProvidedRequiredMaximum Travel Distances

Other Egress Components

Non-Sprinklered

CountOccupant Load

Total Occupant Load

Provided

Minimum Egress Door Width per Floor

Minimum Number of Exits per Floor

Code

0.2

1-500 Occ. = 2

[Table 1017.2]

[Table 1006.2.1] max 53' - 0"200' max 25' - 0"75'

[Section 1005.3.2]

[Table 1004.1.2] 150

0.2 x 150 = 32"

34" (2' - 10")

[Table 1006.3.1]

[Section 1010.1.1]

General Building Summary

Project Description

[Chapter 3] Use & Occupancy Classification

Project Summary

[Chapter 5] General Building Heights & Areas

[Chapter 6] Types of Construction

Height:

Stories:

Area:

Allowed: Actual:

[Table 504.3] [Table 504.4] [Table 506.2]

Frontage Increase: 4,500 SF

A-2, A-3, B

The Lake Superior Sportsman’s Club leases and operates an existing clubhouse, indoor gun / archery range, along with outdoor gun ranges (rifle, pistol and shotgun), for the benefit of members and the general public. LSSC operates from property, approximately 140 acres, owned by the Department of Natural Resources, as a part of the Porcupine Mountains Wilderness State Park.

As a cooperative initiative, the DNR has partnered with the Lake Superior Sportsman Club, to develop an improved shooting complex within the 140-acre parcel. As part of the master plan, a new facility will be constructed and include the new clubhouse with indoor range, meeting space, and office space for club personnel. The gun range will be equipped to support 6 lanes and 75 foot target range. To support this facility, connection to municipal water and a new septic system is part of project.

22'-0"

40'-0"

10,500 SF

6,500 SF

MIXED USE NON-SEPARATED

Title Local Amendment (Y/N)Code

Code-Enforcement

Local RemarksJurisdiction State

Summary of Governing Regulations

Edition

Michigan Building Code

ICC A117.1

Michigan Mechanical Code National Electric Code Michigan Plumbing Code Michigan Boiler Code Michigan Uniform Energy Code International Fuel Gas Code

NFPA 101

No No No No No No No No No

Building Code Accessibility Code Mechanical Code Electrical Code Plumbing Code Boiler Code Energy Code Fuel Gas Code Life Safety Code

State of Michigan - LARA Michigan -

Mixed Use & Occupancy

Code RemarksOcc. GroupsType

A-2, A-3, B, S-1 S-1 A-2, A-3, B

MIXED USE NON-SEPARATED,

WITH ACCESSORY SPACES

Use & Occupancy Classification Accessory Occupancies Nonseparated Occupancies

[Chapter 3] [Section 508.2] [Section 508.3]

Rating RemarksElement Assembly

Fire-Resistance Ratings

Code

[Table 601] [Section 706] [Table 601] [Section 705] [Table 705.8] [Table 601] [Table 602] [Table 602] [Table 602] [Table 602] [Table 601] [Section 711] [Table 601] [Section 711] [Table 705.8]

N/A N/A

Primary Structural Frame Exterior Bearing Walls Interior Bearing Walls Ext. Nonbrg X < 5' 5' < X < 10' 10' < X < 30' X > 30' Floors Roof Exterior Wall Openings

Water Closets

Plumbing Fixture Tabulation

Male Female

Lavatories Bathtubs /Showers

Drinking Fountains

Other Remarks Male Female

Required

Provided

1 1 1 1 0 1

1 1 1 1 0 2

1 Service Sink

Occupancy: A-2 Restaurants, Banquet Halls, Food Courts

1 per 75 1 per 75 1 per 200 1 per 200 1 per 500150 occ.

RemarksCode

Fire Protection Systems

System

NS Buildings not equipped throughout with an automatic sprinkler system S1 Buildings a maximum of one story above grade plane equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 SM Buildings two or more stories above grade plane equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 S13R Buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.2 S13D Buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.3

YES

Shall be provided

Automatic Sprinker System Portable Fire Extinguishers Fire Alarm and Detection System Emergency Alarm System Fire Department Connection Emergency Responder Safety Features Carbon Monoxide Detection Emergency Responder Radio Coverage

[Section 903] [Section 906] [Section 907] [Section 908] [Section 912] [Section 914] [Section 915] [Section 916]

Insulation Min.

Component

Climate Zone

Energy Efficiency

Provided

Code

Fenestration

Assembly Max.Building Envelope

Walls, Below Grade Floors Slab-on-Grade Floors Opaque Doors

Space Category Compliance Path

Fixed Operable Entrance doors

Max. SHGCAssembly Max. ProvidedMin VT/SHGC

Vertical Fenestration, 0% - 40% Metal Framing

Clubhouse (Wood Framed)

Range (Masonry)

Roof Walls, Above Grade

U-0.028 U-0.017

Roof Walls, Above Grade

U-0.028 U-0.017

Entire Building

C-0.063 N/A F-0.671 U-0.500

R-60 R-13+R7.5 C.I.

R-36 C.I.

R-15.2 C.I.

R-15 C.I.

N/A

R-25 FOR 48 IN.

R-60 R-13+R9 C.I.

R-36 C.I.

R-24 C.I.

R-16 C.I.

N/A

R-25 FOR 48 IN.

U-0.500

U-0.38 U-0.40 U-0.77

SHGC-0.45 1.10

Nonresidential Prescriptive7

[ASHRAE 90.1-2013]

[Table B1-1]

[Table 5.5.7]

[Table 5.5.5]

[Section 5.1.2] [Section 5.2]

1/16" = 1'-0"1

MAIN FLOOR CODE PLAN

(100'-0") (100'-8")

ROOM NAME

150 SF

INDICATES EXISTING

SHEET KEYNOTE INDICATOR

REFERENCE KEYNOTE INDICATOR

REVISION INDICATOR

ROOM IDENTIFIER

NORTH INDICATOR

WOOD FRAMING SYSTEM

(REFER TO SCHEDULES)

HEADER INDICATOR SHEAR WALL INDICATOR FLOOR TRUSS INDICATOR

WOOD WALL INDICATOR

JACKS AND KINGS AT HEADERS

CONNECTOR SYMBOLJOIST INDICATOR I-JOIST INDICATOR

WOOD TYPE

(S=SPF, M=MSR, L=LVL)

NOMINAL DEPTH

# OF NOMINAL

2X PLIES FLUSH-FRAMED

(WHERE APPLICABLE)

(EX. H (3)12-S-F) (SEE SCHEDULE) (EX. FT 14@24, RT 14@24)

(EX. W-4-12)(EX. J 2x12@16) (EX. IJ 14x19.2@16)

A3.ASW1 A3.ASWAOR FT __@__

TRUSS SPACINGTRUSS DEPTH

H (_) __-[S or M or L]-F

(WHERE

APPLICABLE)

W-_-__ 2 PLY(E)

STUD

SPACING

NOMINAL 2X

STUD DEPTH

J _x__@__

JOIST SPACING

NOMINAL JOIST

WIDTH

NOMINAL JOIST

DEPTH

IJ _x__@__

I-JOIST

SPACING

I-JOIST WIDTH

(WHERE

APPLICABLE)

I-JOIST

DEPTH

(WHERE

APPLICABLE)

H = HURRICANE

C = CONNECTOR

HD = HOLD DOWN

HD1

YP)

0 / 0

# JACKS # KINGS

EXISTING

DRAWING SYMBOLS

SYSTEM SPECIFIC SYMBOLS

VIEW REFERENCES NOTES & ANNOTATIONS

ROOM NUMBER

ROOM AREA

PLAN NORTH

TRUE NORTH

SLAB STEP LOCATION WITH

ELEVATIONS

SLAB STEP LOCATION

CHANGE IN SLAB SLOPE

(UP OR DOWN)

CHANGE IN SLAB THICKNESS

APPROXIMATE LOCATION OF

UTILITY PIPE PENETRATION

THROUGH FOUNDATION WALL

APPROXIMATE LOCATION OF

DRAIN TILE

SPAN DIRECTION OF ELEMENT

EXTENT OF ELEMENT

CONTINUOUS EXTENT OF

ELEMENT

WELDED WIRE FABRIC

REINFORCING

DETAIL INDICATOR

SMALL DETAIL INDICATOR

SECTION DETAIL

INDICATOR

WALL SECTION INDICATON

BUILDING SECTION

INDICATOR

EXTERIOR ELEVATION

INDICATOR

INTERIOR ELEVATON

INDICATOR

?00 00 00.A

(E)

CL CENTER LINE

ELEVATION MARK

MATCHLINE

EXISTING GRID LINE

NEW GRID LINE

NEW BUILDING LINE

INDICATOR OF APPROXIMATE

LOCATION OF SOIL BORING

INDICATOR OF APPROXIMATE

LOCATION OF MONUMENT

INDICATOR OF FINISH ELEVATION

INDICATOR LINES & POINTS

1BL1

BUILDING ELEMENTS

NEW CONSTRUCTION

NEW MASONRY CONSTRUCTION

EXISTING TO REMAIN

EXISTING TO BE REMOVED

CONNECTION TYPES

BOLTED

BOTTOM FLANGE BRACING

CANTILEVER

CANTILEVER MOMENT

COLLECTOR

DOUBLE SHEAR TAB

FULL DEPTH WELD

MOMENT

MOMENT FRAME

SPLICE

TOP FLANGE WELD

X-XXX

1 SIM

X-XXX

SIM

X-XXX

SIM

X-XXX

SIM

X-XXX

SIM

X-XXX

SIM

X-XXX

SIM

MATCHLINE

SEE 1 / A101

LEVEL

XXX' - XX"

1. THE GENERAL STRUCTURAL NOTES ARE INTENDED TO AUGMENT THE DRAWINGS AND SPECIFICATIONS. SHOULD CONFLICTS OCCUR BETWEEN DOCUMENTS, THE STRICTEST PROVISION SHALL GOVERN.

2. THE CONTRACTOR SHALL LIMIT THE AMOUNT OF LOAD IMPOSED UPON THE STRUCTURAL FRAMING SYSTEM DURING CONSTRUCTION. LOADS, INCLUDING CONSTRUCTION LOADS, MUST NOT EXCEED THE DESIGN CAPACITY OF THE FRAMING AT THE TIME THE LOADS ARE IMPOSED. THE CONTRACTOR SHALL INFORM THE ENGINEER OF POTENTIAL CONSTRUCTION LOADS DEEMED EXCESSIVE BY THE CONTRACTOR.

3. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED SELF SUPPORTING, STABLE STRUCTURE UNLESS OTHERWISE INDICATED. THEY DO NOT INDICATE THE MEANS OR METHOD OF CONSTRUCTION. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE, CONSTRUCTION SEQUENCE AND PROVIDE ALL MEASURES OR TEMPORARY BRACING NECESSARY TO ENSURE THE STABILITY AND SAFETY OF THE STRUCTURE AND ITS COMPONENTS. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR CONSTRUCTION EQUIPMENT, SHORING FOR THE BUILDING, SHORING FOR EARTH BANKS, FORMS, SCAFFOLDING, PLANKING, SAFETY NETS, SUPPORT AND BRACING FOR CRANES AND GIN POLES, ETC.

4. ALL MATERIALS AND WORKMANSHIP SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS OF THE GOVERNING BUILDING CODE: MICHIGAN BUILDING CODE, CURRENT EDITION.

5. ALL SHOP DRAWINGS PREPARED BY SUPPLIERS, SUBCONTRACTORS, ETC. SHALL BE REVIEWED BY THE ARCHITECT/ENGINEER FOR CONFORMANCE WITH DESIGN INTENT ONLY. SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION. ENGINEERS APPROVAL OF SHOP DRAWINGS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR FIT, QUANTITY AND CONSTRUCTION QUALITY CONTROL.

6. STRUCTURAL DRAWINGS ARE INTENDED TO BE USED WITH ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL RELEVANT DIMENSIONS AND ELEVATIONS FOR EQUIPMENT INSTALLATIONS AGAINST APPROVED MANUFACTURERS CERTIFIED EQUIPMENT DRAWINGS AND COORDINATING ANY REQUIREMENTS WITH SHOP DRAWINGS AND WORK.

7. MECHANICAL FRAMING LOADS, OPENINGS AND SUPPORT ARE SHOWN FOR BIDDING PURPOSES ONLY. CONTRACTOR SHALL COORDINATE WITH MECHANICAL AND OTHER TRADES TO VERIFY EQUIPMENT SIZE AND LOCATIONS. ANY CHANGES IN EQUIPMENT SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER

OF RECORD.

8. THE CONTRACTOR SHALL INFORM THE ENGINEER/ARCHITECT OF ANY DEVIATIONS FROM THE DRAWINGS. DO NOT CUT OR MODIFY STRUCTURAL MEMBERS

WITHOUT PRIOR WRITTEN APPROVAL FROM THE ENGINEER.

9. DRAWINGS ARE INTENDED TO BE PRINTED PER THE SCALE PROVIDED. THE CONTRACTOR SHALL CONTACT THE ENGINEER IF ADDITIONAL DIMENSIONS ARE

REQUIRED.

10. CONTRACTOR SHALL NOT MIX GALVANIZED AND STAINLESS STEEL AT ANY TIME. ANY METAL PARTS IN CONTACT WITH OTHER METAL PARTS SHALL BE OF A

SIMILAR METAL.

11. CONTRACTOR SHALL RECOGNIZE EFFECTS OF THERMAL MOVEMENTS AND MOISTURE CONTENT CHANGES OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD AND CONSIDER THESE EFFECTS DURING CONSTRUCTION AND/OR ERECTION SEQUENCES.

GENERAL NOTES - STRUCTURAL

DRIFT SNOW LOAD DIAGRAM AT HIGH ROOF/ LOW ROOF

5' -0

-0

13'-7" HORIZ

50 PSF

130 PSF

OFFICE/ ASSEMBLY

SHOOTING RANGE

MECHANICAL

BALANCED SNOW

SNOW LOADS

LOAD TYPE

LIVE LOADS

WIND LOADS

1. UNIFORM FLOOR LIVE LOAD - OFFICE/ ASSEMBLY AREA

2. ROOF LOAD - SEE SNOW LOAD

3. SHOOTING RANGE

4. INTERIOR WALL

EARTHQUAKE DESIGN DATA

1. GROUND SNOW LOAD, PG

2. FLAT-ROOF SNOW LOAD, PF

3. SNOW EXPOSURE FACTOR, CE

4. SNOW LOAD IMPORTANCE FACTOR, IS

5. ROOF THERMAL FACTOR, CT

6. SLOPED ROOF FACTOR, CSU - OFFICE/ ASSEMBLY AREA

7. SLOPED ROOF SNOW LOAD, PS - OFFICE/ ASSEMBLY AREA

8. SLOPED ROOF FACTOR, Csu - SHOOTING RANGE

9. SLOPED ROOF SNOW LOAD, Ps - SHOOTING RANGE

UNBALANCED SNOW - AT MECHANICAL SHED ROOFS

1. WINDWARD

2. LEEWARD

DRIFT SNOW

LOAD VARIABLE

1. BASIC WIND SPEED (3-SECOND GUST)

2. WIND IMPORTANCE FACTOR, IW

3. WIND EXPOSURE CATEGORY

4. MAIN WIND FORCE RESISTING SYSTEM (MAX ROOF UPLIFT AT OVERHANG)

AND EXTERIOR MECHANICAL SPACE

5. MAIN WIND FORCE RESISTING SYSTEM (MAX WALL)

6. COMPONENTS & CLADDING DESIGN PRESSURE (ZONE 1)

7. COMPONENTS & CLADDING DESIGN PRESSURE (ZONE 2)

8. COMPONENTS & CLADDING DESIGN PRESSURE (ZONE 3)

9. COMPONENTS & CLADDING DESIGN PRESSURE (ZONE 4)

10. COMPONENTS & CLADDING DESIGN PRESSURE (ZONE 5)

11. INTERNAL PRESSURE COEFFICIENT (ENCLOSED BUILDING)

LOAD VARIABLE

1. RISK CATEGORY

2. SEISMIC IMPORTANCE FACTOR, IE

3. MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETER, SS

4. MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETER, S1

5. SITE CLASS

6. SEISMIC DESIGN CATEGORY

7. BASIC SEISMIC FORCE RESISTING SYSTEM: INTERMEDIATE REINFORCED MASONRY SHEAR WALLS

8. SEISMIC RESPONSE COEFFICIENT(S), CS (SECTION 12.8.1.1)

9. RESPONSE MODIFICATION COEFFICIENT(S), R(SECTION 12.2-1)

10. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE, SECTION 12.8

MISCELLANEOUS DESIGN DATA

SPECIAL LOADS

1. VERTICAL DEAD LOAD ON TOP CHORD OF TRUSS DUE TO 1/4" THICK STEEL

BAFFLE PLATES

ASSUMED SOIL BEARING STRENGTH

NOTES

BUILDING CLASSIFICATION II

VASD=VULT(0.6)1/2 QASD=QULT(0.6)

1. APPLICABLE CODE IS 2015 MICHIGAN BUILDING CODE

2. LOADS ARE BASED ON SECTION 16 OF MBC 2015

100 psf 20 psf 40 psf 15 psf

70 psf 49 psf 0.1 1.0 1.1 0.93 46 psf 1.0 49 psf

15 psf 74 psf/ 17.5 ft.

SEE DIAGRAM

150.0 mph 1.0 D -38 psf +27.6, -22.5 psf +20.9, -33.3 psf +20.9, -57.9 psf +20.9 -85.6 psf +36.3, -39.4 psf +36.3, -48.7 psf ± 0.18

1.0

0.049 g

0.018 g D A

0.015 3.5

SEE MFR

DRAWINGS

1,500 psf

BUILDING LOADS

JOIST DESIGN FOR

UPLIFT OF NET =

HORIZONTAL LOAD AND

VERTICAL LOAD (A/C)

ARCHITECTS ENGINEERS PLANNERS

OHM-ADVISORS.COM

424 Hancock Street Hancock, MI 49930

PH 906.482.0535 | F 906.482.6453

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STRUC. ABBR.

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

OBC OHIO BUILDING CODE

OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OPNG OPENING

OPP OPPOSITE

PCF POUNDS PER CUBIC FOOT

PLYWD PLYWOOD

PREFAB PREFABRICATED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PVC POLYVINYL CHLORIDE

QT QUARRY TILE

QTY QUANTITY

REINF REINFORCE

REQD REQUIRED

REV REVISE(REVISION)

RS ROUGH SAWN

RT RIGHT

S SOUTH

SIM SIMILAR

SOG SLAB ON GRADE

SQ SQUARE

SQ FT SQUARE FOOT

SQ IN SQUARE INCH

STD STANDARD

STL STEEL

T&B TOP & BOTTOM

T&G TONGUE & GROOVE

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOM TOP OF MASONRY

TOS TOP OF STEEL

TOW TOP OF WALL

TYP TYPICAL

UH UNIT HEATER

UNCTR UNDERCOUNTER

UNF UNFINISHED

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

W WEST

W/ WITH

W/O WITHOUT

WD WOOD

WF WIDE FLANGE

WT WEIGHT

WTR WATER

WWF WELDED WIRE FABRIC

YD YARD

STRUC. ABBR.

& AND

@ AT

ALUM ALUMINUM

ANSI AMERICAN NATIONAL STANDARDS

INSTITUTE

AP ACCESS PANEL

APPROX APPROXIMATE

ARCH ARCHITECTURAL (ARCHITECT)

ASTM AMERICAN SOCIETY FOR TESTING

AND MATERIALS

BF BOTH FACES

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BOF BOTTOM OF FOOTING

BOT BOTTOM

BRG BEARING

BRKT BRACKET

BTWN BETWEEN

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

DBL DOUBLE

DEG DEGREE

DET DETAIL

DIA DIAMETER

DIM DIMENSION

DL DEAD LOAD

EA EACH

EF EACH FACE

ENG ENGINEER

EQ EQUAL

EQUIP EQUIPMENT

ES EACH SIDE

EW EACH WAY

EXST EXISTING

FD FLOOR DRAIN

FDN FOUNDATION

FLR FLOOR

FT FOOT / FEET

FTG FOOTING

GA GAGE

GALV GALVANIZED

GYP BD GYPSUM BOARD

HR HOUR

ID INSIDE DIAMETER

INSUL INSULATION

INT INTERIOR

J-BOX JUNCTION BOX

JAN JANITOR

JS JANITOR SINK

JST JOIST

JT JOINT

KD KNOCK DOWN

KIT KITCHEN

KO KNOCKOUT

KOP KNOCKOUT PANEL

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONG LONGITUDINAL

M METER (METRIC MEASURE)

MAX MAXIMUM

MBC MICHIGAN BUILDING CODE

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

N NORTH

1. PROVIDE MINIMUM 28-DAY CONCRETE COMPRESSIVE STRENGTH OF 4,000 PSI (f'c = 4,000 PSI).

PROVIDE NORMAL WEIGHT CONCRETE, WITH 6% ± 1.5% ENTRAINED AIR FOR EXTERIOR APPLICATIONS , MAXIMUM W/C RATIO < 0.45, AND MAXIMUM 4" SLUMP, UNLESS SUPER-PLASTICIZERS ARE USED. USE

OF SUPER-PLASTICIZERS IS SUBJECT TO PRIOR APPROVAL BY THE ENGINEER.

2. PROVIDE READY-MIX CONCRETE CONFORMING TO ASTM C-94.

3. CONCRETE SHALL BE PLACED IN ACCORDANCE WITH ACI 117 301, 305R, 306.1, AND 308.1, LATEST

APPLICABLE EDITION.

4. PLACE ANCHOR BOLTS SET IN CONCRETE TO RECEIVE STRUCTURAL STEEL WITHIN TOLERANCES SPECIFIED IN THE LATEST APPLICABLE AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS

AND BRIDGES" IN LIEU OF TOLERANCES SPECIFIED IN ACI "STANDARD SPECIFICATIONS FOR

TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS".

5. REINFORCING STEEL CONFORMING TO ASTM A-615, GRADE 60 IS REQUIRED. PLACE REINFORCING

STEEL IN CONFORMANCE WITH CRSI MANUAL OF STANDARD PRACTICE.

6. CONFORM TO ASTM A706/A706M, GRADE 60 FOR REINFORCING STEEL TO BE WELDED. PLACE

REINFORCING STEEL IN CONFORMANCE WITH CRSI MANUAL OF STANDARD PRACTICE. WELD

REINFORCED STEEL IN ACCORDANCE WITH AWS D1.1 PERFORM WELDING BY CERTIFIED WELDERS.

USE E70XX ELECTRODES.

7. POST INSTALLED ANCHORS OR REBAR SHALL BE ANCHORED INTO CONCRETE WITH POWERS PE1000+

EPOXY INJECTION ADHESIVE, OR AN APPROVED EQUAL. REFER TO MANUFACTURER'S

RECOMMENDATIONS FOR INSTALLATION INSTRUCTIONS. SEE DETAILS FOR MINIMUM EMBEDMENT.

8. REINFORCING STEEL SHALL HAVE A MINIMUM CONCRETE COVER AS LISTED BELOW UNLESS

OTHERWISE NOTED.

A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED EARTH: 3"

B. CONCRETE CAST AGAINST FORMS BUT EXPOSEDTO EARTH OR WEATHER

1. NO. 5 OR SMALLER 1 1/2"

2. GREATER THAN NO. 5 2"

C. SLAB ON GRADE: 2" FROM T/SLAB

CAST-IN-PLACE CONCRETE NOTES

FOR ALL FRAMING & OPENINGS IN WALLS, INCLUDING THOSE FOR DOORWAYS, DUCTS & EQUIPMENT, PROVIDE (1) ANGLE FOR EACH 4" OF WALL THICKNESS AS FOLLOWS:

1. SPANS TO 4'-0": L3 1/2x3 1/2x5/16

2. SPANS 4'-1" TO 7'-0": L5x3 1/2x5/16

3. SPANS LARGER THAN 7'-0": REFER TO LINTEL SCHEDULE

LINTEL BEARING (MIN)

1. SPANS TO 4'-0": 6" EACH END

2. SPANS 4'-1" TO 7'-0": 8" EACH END

3. SPANS LARGER THAN 7'-0": PROVIDE BEAMS WITH PLATES AS SHOWN ON PLANS

NOTES:

1. ALL OPENINGS ARE NOT SHOWN IN THE FRAMING PLANS. REFER TO ARCHITECTURAL, MECHANICAL &

ELECTRICAL DRAWINGS AND DETAILS FOR OPENINGS AND RECESSES.

2. WHERE ARE NOT DETAILED OR NOTED, PROVIDE LINTELS FOR ALL OPENINGS PER ABOVE LOOSE

LINTEL SCHEDULE.

3. EQUIPMENT SUSPENDED FROM STEEL JOISTS: USE ANGLE LINTEL, SPAN (3) JOIST MIN, TOP CHORD, WELD OR CLAMP TO JOIST.

4. FOR OPENINGS ON FLOOR AND ROOF DECKS, PROVIDE ANGLES EACH SIDE, FASTEN TO JOISTS AND

DECK WITH CLIPS AND SCREWS.

5. ALL EXTERIOR, EXPOSED STL LINTELS SHALL BE HOT DIPPED GALVANIZED.

LOOSE LINTEL & FRAMING NOTES

1. CONSTRUCT MASONRY IN ACCORDANCE WITH ACI 530.1/ASCE 6-CURRENT EDITION.

2. PROVIDE NORMAL WEIGHT CONCRETE UNIT MASONRY UNITS MANUFACTURED IN ACCORDANCE WITH ASTM C90, F'm = 2,000 PSI.

3. GROUT VOIDS AS INDICATED ON THE DRAWINGS, WITH GROUT CONFORMING TO ASTM C476. GROUT BLOCK CORES UNDER BEAM BEARINGS AND AT LEAST 8'' EACH SIDE OF BEARING. PROVIDE SLUMP

BETWEEN 8 AND 11 INCHES.

4. LAY UNIT MASONRY IN A RUNNING BOND PATTERN UNLESS SPECIFICALLY SHOWN OTHERWISE ON THE

PLANS. TOOLS ALL JOINTS, ALL SURFACES.

5. MORTAR SHALL BE TYPE S COMPLYING WITH ASTM C270 IS REQUIRED.

6. PROTECT MASONRY BY COVERING TOP OF WALLS WITH WATERPROOF SHEETING AT THE END OF EACH DAY. DO NOT LAY WET OR FROZEN BRICK, STONE, OR BLOCK. PROVIDE TEMPORARY HEAT WHEN

AMBIENT TEMPERATURE IS BELOW 40 DEGREES FAHRENHEIT. MAINTAIN MINIMUM 50 DEGREE

TEMPERATURE FOR 48 HOURS AFTER PLACING MASONRY.

7. GROUT ALL CORES CONTAINING REBAR AND VOIDS WHERE INDICATED.

8. ALL CORES BELOW GRADE SHALL BE GROUTED SOLID UP TO FINISHED FLOOR ELEVATION.

9. CORES CONTAINING EXPANSION OR ADHESIVE ANCHORS SHALL BE GROUTED SOLID.

10. ALL VERTICAL REINFORCEMENT SHALL BE CONTINUOUS THROUGH BOND BEAMS. ALL HORIZONTAL REINFORCEMENT IN BOND BEAMS SHALL BE CONTINUOUS AROUND CORNERS OR HAVE BENT BARS OF

THE SAME SIZE AND NUMBER WITH A LAP OF 48 BAR DIAMETERS (12" MINIMUM).

11. COORDINATE WALL OPENINGS AND OTHER WALL CONFIGURATIONS WITH ARCHITECTURAL,

MECHANICAL, ELECTRICAL, PLUMBING, CIVIL, AND OTHER DISCIPLINES.

12. POST INSTALLED ANCHORS OR REBAR SHALL BE ANCHORED INTO MASONRY WITH POWERS PE1000+

EPOXY INJECTION ADHESIVE, OR AN APPROVED EQUAL. REFER TO MANUFACTURER'S

RECOMMENDATIONS FOR INSTALLED INSTRUCTIONS. SEE DETAILS FOR MINIMUM EMBEDMENT.

13. PROVIDE HORIZONTAL JOINT REINFORCEMENT IN ALTERNATE COURSES (16" OC) USING 9 GA

DURATRUSS OR EQUAL.

MASONRY NOTES

BAR SIZE

MINIMUM LAP SPLICE

(SINGLE REINFORCEMENT)

COMMENTS

18"

24"

30"

38"

42"

50"

64"

MIN 8" CMU

MIN 12" CMU

1. CONTRACTOR SHALL PROVIDE AND INSTALL METAL-PLATE CONNECTED WOOD TRUSSES DESIGNED TO SUPPORT THE LOADS INDICATED ON THE PLANS. TRUSSES SHALL HAVE A MAXIMUM DEFLECTION OF L/360

AND SHALL BE SPACED AT 2'-0" O.C. MAX.

2. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS SEALED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF MICHIGAN. SHOP DRAWINGS FOR EACH TRUSS SHALL SHOW SIZE, SPECIES AND STRESS GRADES OF ALL LUMBER, METAL PLATE TYPE, ORIENTATION AND SIZES, BEARING AND UPLIFT REQUIREMENTS. ALL LOAD CASES INVESTIGATED AND MAXIMUM STRESSES IN EACH MEMBER SHALL ALSO

BE INCLUDED.

3. TRUSS MANUFACTURER SHALL DESIGN TRUSSES FOR WIND LOADS PER SEI/ASCE 7-02. WOOD TRUSS

FABRICATION SHALL COMPLY WITH TPI 1-95, "NATIONAL DESIGN".

4. CONTRACTOR SHALL SUPPLY, INSTALL, AND REMOVE ALL NECESSARY TEMPORARY BRACING

REQUIRED FOR INSTALLATION OF WOOD TRUSSES AND MEMBERS IN ACCORDANCE WITH DSB-89,

"RECOMMENDED DESIGN SPECIFICATION FOR TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD

TRUSSES".

5. METAL PLATE CONNECTORS SHALL COMPLY WITH TPI 1, HOT-DIP GALVANIZED STEEL SHEET: ASTM A653/A653 M, G60 COATING DESIGNATION; DESIGNATION SS, GRADE 33, AND NOT LESS THAN 0.036 IN.

THICK.

6. PROVIDE DIMENSIONAL LUMBER OF ANY SPECIES FOR TRUSS CHORD AND WEB MEMBERS, CAPABLE OF SUPPORTING THE REQUIRED LOADS WITHOUT EXCEEDING ALLOWABLE DESIGN VALUES ACCORDING TO AFPA'S "NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION" AND ITS "SUPPLEMENT".

7. CONTRACTOR SHALL INSTALL SIMPSON STRONG-TIE MODEL H3 TIE-DOWNS UNLESS NOTED

OTHERWISE, AT ALL BEARING LOCATIONS OF ALL TRUSSES. TRUSSES SHALL BE HANDLED AND INSTALLED

PER WTCA BCS1 1-03.

8. INSTALL AND FASTEN PERMANENT BRACING DURING TRUSS ERECTION AND BEFORE CONSTRUCTION LOADS ARE APPLIED. ANCHOR ENDS OF PERMANENT BRACING WHERE TERMINATING AT WALLS OR BEAMS.8. PER TPI HIB-91 "COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLING & BRACING

METAL PLATE CONNECTED WOOD TRUSSES".

9. IN ADDITION TO THE ANY LATERAL BRACING WHICH IS REQUIRED BY THE TRUSS

MANUFACTURER/SUPPLIER, THE CONTRACTOR SHALL PROVIDE AND INSTALL PERMANENT DIAGONAL STABILITY BRACING FOR ALL COMPRESSION WEBS AND PRIMARY TOP CHORDS OF PIGGY BACK TRUSSES OR OTHER MEMBERS WHICH REQUIRE BRACING TO REDUCE THEIR BUCKING LENGTH. THIS BRACING SHALL CONSIST OF 2X4's ATTACHED TO EACH WEB MEMBER WITH NOT LESS THEN 2 - 16d NAILS. BRACING SHALL EXTEND ON A 45 DEGREE DIAGONAL FROM THE TOP TO BOTTOM OF THE WEBS. FOR EACH BRACED MEMBER, DIAGONALS SHALL BE INSTALLED IN CHEVRON PAIRS WITH ONE PAIR OF DIAGONALS AT EACH

END OF THE SERIES OF TRUSSES AND NOT MORE THAN 20 FEET BETWEEN PAIRS.

PRE-ENGINEERED WOOD TRUSS NOTES

SOILS AND EARTHWORK

1. SOIL INVESTIGATIONS HAVE BEEN PERFORMED FOR THIS PROJECT BY OHM ADVISORS, BORINGS

DRILLED 10/230/2019.

2. COMPANY UTILIZED DATA CONTAINED IN BORING LOGS TO DETERMINE DESIGN LOAD BEARING

CAPACITY AND OTHER DESIGN PARAMETERS.

3. CONTRACTOR SHALL VERIFY SOIL BEARING CAPACITY PRIOR TO CONSTRUCTION.

4. DESIGN LOAD BEARING CAPACITY: SEE LOADS TABLE.

5. SPECIAL DESIGN AND CONSTRUCTION PROVISIONS FOR THIS PROJECT'S FOUNDATIONS:

A. NONE.

6. INCLUDE IN THE WORK PROVIDING ALL EQUIPMENT, MATERIAL, AND QUALIFIED LABOR NECESSARY FOR EXCAVATION, SHORING, DEWATERING SYSTEMS, BACKFILL, AND COMPACTION OF SOILS, AS

REQUIRED TO CONSTRUCT STRUCTURES TO THE LINE AND GRADE AS SHOWN ON THE PLANS.

7. FOR PROTECTION OF UNDERGROUND UTILITIES, THE CONTRACTOR SHALL TELEPHONE (800)

482-7171 NOT LATER THAN THREE BUSINESS DAYS PRIOR TO EXCAVATING IN THE VICINITY OF UTILITY LINES. ALL "MISS DIG" PARTICIPATING MEMBERS WILL THUS BE ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING OWNERS WHO MAY

NOT BE PART OF THE "MISS DIG" ALERT SYSTEM.

8. EXCAVATE TO ELEVATIONS AND DIMENSIONS SHOWN ON THE PLANS WITHIN A TOLERANCE OF +/-

0.10 FEET. EXCAVATE BY HAND TO FINAL GRADE FOR FOOTINGS.

9. NOTIFY THE ENGINEER FOR AN INSPECTION WHEN THE EXCAVATION HAS REACHED SUB-GRADE ELEVATION. IF UNSUITABLE BEARING MATERIALS ARE ENCOUNTERED AT SUB-GRADE ELEVATION, EXCAVATE AND REPLACE SUCH MATERIALS AS DIRECTED BY ENGINEER.

10. SATISFACTORY SOIL MATERIALS ARE DEFINED AS GRANULAR MATERIALS CLASSIFIED AS GW, GP, GM, SW, SP, SW-SM, SP-SM OR SM BY THE UNIFIED SOILS CLASSIFICATION SYSTEM, ASTM D2487.

LIMIT AMOUNT OF FINE MATERIAL PASSING NO. 200 SIEVE TO LESS THAN 5% MAXIMUM.

11. UNSATISFACTORY SOIL MATERIALS ARE DEFINED AS SOILS CLASSIFIED AS GC, SW-SC, SP-SC, SC, ML, MH, CL, CH, OL, OH, AND PT BY THE UNIFIED SOIL CLASSIFICATION SYSTEM, OR ANY ORGANIC

MATERIAL. "MARL" IS AN UNSATISFACTORY SOIL MATERIAL.

12. BACKFILL ALL STRUCTURAL WORK WITH SATISFACTORY SOIL MATERIALS AND ENGINEERED FILL AS

SHOWN ON PLANS. DO NOT BACKFILL WITH FROZEN MATERIALS. DO NOT PLACE ROCKS LARGER

THAN 3" DIAMETER IN BACKFILL.

13. COMPACT SOILS BELOW FOOTINGS T0 A MINIMUM OF 95% OF THE MAXIMUM DENSITY AS

DETERMINED BY MODIFIED PROCTOR, ASTM D1557.

14. COMPACT BACKFILL IN LAYERS TO MINIMUM 95% MAXIMUM DENSITY AS DETERMINED BY MODIFIED

PROCTOR, OR MICHIGAN CONE TEST.

1. STEEL DECKING (ROOF AND FLOOR) SHALL BE GALVANIZED STEEL SHEET CONFORMING WITH SDI.

2. STEEL DECKING INSTALLATION AND CONNECTIONS SHALL CONFORM WITH SDI.

STEEL DECKING NOTES

1. STEEL BAR AND GIRDER JOISTS SHALL BE IN ACCORDANCE WITH SJI STANDARD SPECIFICATIONS.

MINIMUM BEARING SHALL BE 6" ON MASONRY AND 4" ON STEEL. EXTEND BEARING END LENGTHS TO

CENTER JOIST REACTION OVER WALL OR BEAM CENTERLINE.

2. PROVIDE STAGGERED END BEARING LOCATIONS AND EXTEND BEARING END LENGTHS TO CENTER JOIST REACTIONS OVER JOIST GIRDER CENTERLINE. ALTERNATIVELY, PROVIDE BOTTOM CHORD

JOIST BRACING FROM ADJACENT JOIST BOTTOM CHORDS.

3. ERECT STEEL JOISTS AND JOIST GIRDERS IN ACCORDANCE WITH THE APPROVED SHOP DRAWINGS

AND SJI STANDARD SPECIFICATIONS AND SJI TECHNICAL DIGEST #9.

4. DURING ERECTION, PROVIDE TEMPORARY BRACING PER OSHA REQUIREMENTS.

STEEL JOISTS AND GIRDER NOTES

1. ALL FRAMING SHALL BE SPRUCE-PINE-FIR (S.P.F.) NO. 2 OR BETTER; Fb=875 PSI; E=1.4X10^6 PSI; Fv=135 PSI; Fcperp =425 PSI. ALL WOOD LABELED "PT" SHALL BE S.P.F. NO.2 OR BETTER AND BE PRESSURE

TREATED FOR GROUND CONTACT. PRESSURE-TREATED (PT) WOOD SHALL BE PREPARED IN

ACCORDANCE WITH ASTM D1760 USING WATERBORNE PRESERVATIVES AND OBTAIN 0.25 PCF

PENETRATION FOR ABOVE GRADE AND 0.40 PENETRATION FOR GROUND CONTACT.

2. FLOOR TRUSS JOISTS SHALL BE TRUSS-JOIST MCMILLIAN TJI SERIES OR EQUAL. INSTALL PER

MANUFACTURERS SPECIFICATIONS AND STANDARD DETAILS.

3. HANGERS/CONNECTORS SHALL BE 18 GA GALVANIZED, SIMPSON STRONG-TIE OR EQUAL. USE

HANGERS FOR THE USE AS RECOMMENDED BY THE MANUFACTURER.

4. 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

5. MINIMUM REQUIREMENTS FOR ENGINEERED WOOD PRODUCTS ARE INDICATED AS FOLLOWS. PROVIDE BRACING AND DETAIL INSTALLATION PER MANUFACTURER'S REQUIREMENTS FOR ALL PRODUCTS.

A. LVL: 2.0E LAMINATED VENEER LUMBER; Fb=2,600 PSI; E=2.0X10^6 PSI; Fv=285 PSI; Fcperp =750

PSI, AS MANUFACTURED BY WEYERHAEUSER, OR APPROVED EQUIVALENT.

B. PSL:2.0E PARALLAM PARALLEL STRAND LUMBER; Fb=2,900 PSI; E=2.0X10^6 PSI; Fv=290 PSI; Fc=

650 PSI, AS MANUFACTURED BY TRUS JOIST MACMILLAN, OR APPROVED EQUIVALENT.

C. GL: 24F-V4 WESTERN SPECIES GLUE LAMINATED TIMBER MANUFACTURED IN ACCORDANCE

WITH ANSI/AITC A190.1-1992, APPEARANCE GRADE.

D. TJI/PRO: WOOD "I" FLOOR JOISTS AS MANUFACTURED BY WEYERHAEUSER, OR APPROVED

EQUIVALENT. L/500 MAXIMUM LIVE LOAD PERFORMANCE FOUND GOOD TO EXCELLENT BY AT

LEAST 95% OF POPULATION. PROVIDE SHOP DRAWINGS AND REVIEW OF JOIST SELECTION,

CERTIFYING PERFORMANCE VALUE. PROVIDE BRIDGING, BLOCKING, AND WEB STIFFENERS

AS REQUIRED BY MANUFACTURER/SUPPLIER.

6. INSTALL SOLID 2X S4S BLOCKING AT ALL RAFTER BEARINGS. ADJUST BLOCK DEPTH AS REQUIRED FOR

AIR SPACE.

7. DESIGN FLOOR TRUSSES AND ROOF TRUSSES TO CONFORM WITH LOCAL CODES AND THE DESIGN

LOADS STATED HEREIN. SUBMIT SHOP DRAWINGS FOR APPROVAL, PRIOR TO FABRICATION.

8. "WD COL" DENOTES SOLID OR BUILT-UP WOOD COLUMNS, GLUE AND NAIL STUDS TOGETHER TO FORM

BUILT-UP WOOD COLUMNS. USE NUMBER OF STUDS FOR EACH COLUMN SUCH THAT THE COLUMN

WIDTH EQUALS OR EXCEEDS THE WIDTH OF THE SUPPORTED MEMBER, BUT IN NO CASE LESS THAN THREE STUDS. SOLID BLOCK ALL FLOORS DIRECTLY UNDER WOOD COL, THEN CONTINUE WOOD COL

TO SUPPORT (BEAM, FOOTING OR FOUNDATION WALL).

9. WHERE HEADERS ARE NOT SPECIFIED OVER DOORS, WINDOWS OR OTHER OPENINGS, PROVIDE A MINIMUM (2) 2X10 HEADER. U.N.O. ALL WINDOW PENETRATIONS SHALL HAVE MINIMUM (2) SILL PLATES.

10. 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 A924 REQUIREMENTS. STEEL PLATES OR FASTNERS 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 924.

11. FASTEN MEMBERS IN ACCORDANCE WITH MICHIGAN BUILDING CODE TABLE 2304.9.1, UNLESS

OTHERWISE NOTED.

12. WHERE NOTED, NAIL SIZES ARE BASED ON THE FOLLOWING MINIMUM SIZE

WOOD FRAMING NOTES

10d

12d

16d

BOX

DESIGNATIONSIZE MIN SIZE

2" x 0.099" DIA

COMMON

BOX

COMMON

BOX

COMMON

BOX

COMMON

BOX

COMMON

2" x 0.113" DIA

2 1/2" x 0.113" DIA

2 1/2" x 0.131" DIA

3" x 0.128" DIA

3" x 0.148" DIA

3 1/4" x 0.128" DIA

3 1/4" x 0.148" DIA

3 1/2" x 0.135" DIA

3 1/2" x 0.162" DIA

ARCHITECTS ENGINEERS PLANNERS

OHM-ADVISORS.COM

424 Hancock Street Hancock, MI 49930

PH 906.482.0535 | F 906.482.6453

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OHM PROJECT No.

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G F

A C

A R

TOF ***

TOW ***

BOTTOM FOOTING

REINFORCING *

WALL REINFORCING

DOWELS **

FOUNDATION

WALL

REINFORCING *

HORIZONTAL HOOK

FOR VERTICAL BARS

#5 = 12" MIN

#6 = 18" MIN

#8 = 24" MIN

* SEE FOUNDATION WALL FOOTING SCHEDULE

** SEE MASONRY WALL REINFORCING SCHEDULE

*** SEE FOUNTATION PLAN FOR ELEVATIONS

WIDTH *

1 1/2" CLR

A R

M E

T E

R S

2" C

EQ EQ

HOOK

D E

3" C

1 1/2" CLR

WIDTH *

GROUT SOLID

CMU WALLS

HORIZONTAL WALL REINF @ 16" OC

VERT, LAP AT WALL INTERSECTIONS

AND CORNERS

APPLY SILICONE

BEAD EACH SIDE

FOUNDATION

WALL

REINFORCING *

CONTINOUS BENT REBAR

SIZE PER HORIZONTAL

FOUNDATION WALL REINFORCING

* SEE FOUNDATION WALL FOOTING SCHEDULE

48 BAR DIAMETERS

A R

M E

T E

R S

1 1/2" CLEAR

2" C

SAW CUT 1/8" JOINT & PROVIDE

FILLER & SEALANT PER SPEC

CUT ALTERNATE STRANDS

OF WWF @ JOINT

WELDED WIRE FABRIC

REINFORCEMENT

(SEE PLAN)

1/8"

INTERIOREXTERIOR

CONC FLOOR SLAB

(SEE STRUCTURAL)

CONC FNDN WALL

CMU FNDN WALL W/

CORES GROUTED SOLID @

REINF

WWF REINF BENT DOWN

@ THICKENED SLAB

SLOPE 1/4" PER FT

CONC APRON

#5x24"x24" @ 24"oc

1/2" PRE-

MOLDED JOINT

FILLER

NOTES:

1. 8" MIN BEARING.

2. ALL DOOR & WINDOW OPENINGS IN MASONRY WALLS TO HAVE ML1

LINTEL, UNO, ON PLAN.

3. EXTEND VERTICAL REINFORCING TRHOUGH LINTELS & BOND BEAMS.

(2) #5 BARS

CONTINUOUS

GROUT

ML1 (16” DEEP)

1' -3

1" TYP

3/4" F1554 GR. 36

HEADED BOLTS,

UNO

REBAR

COLUMN (SEE SCHEDULE)

1" NON-SHRINK

GROUT

BASE PLATE

O F

R E

B A

O R

T O

B O

T T

O M

M A

SONOTUBE FOOTING

OR CONCRETE

PIER - SEE PLAN

CONTROL JOINT

2'-0" 2'-0"

2' -0

2'-0" 2'-0"

2' -0

BOND BEAM W/ (2) #5's

CONT @ TOP OF ALL

MASONRY WALLS

CONT BED REINF @ 1

COURSE OVER OPENINGS

MASONRY LINTEL PER

LINTEL SCHEDULE

BED REINF @ EVERY 3RD

COURSE (EVERY 2ND

COURSE FOR STACKED

BOND)

(1) #5 BAR VERT (TYP)

1' -0

6" 6"

9" 1 1/2"1 1/2"

1"x12"x12" STL BASEPL

13/16" Ø HOLES FOR

(4) 3/4" Ø ANCHOR BOLTS

6x6 HSS COL

1/4"

1/4" x 2" LONG

(3 SIDES) TYP

CMU WALL

3/8" BEARING PLATE

SINGLE

STEEL JOIST

1'-0"

2" C

M U

3" TYP

3/4" WELDED STUDS4"

4 x DIA - #3 THRU #84 x DIA OR 2 12" MIN

5 x DIA - #5 THRU #11

6 x DIA - #14 THRU #18

PRE-MOULDED CONTROL JOINT AA WIRE

AA1100 OR EQUAL

CMU WALL W/ BOND BEAM @ TOP W/

(2) #5s GREASE BAR ENDS & WRAP IN

PAPER TO PROVIDE SLIP PLANE

SEALANT & BACKER ROD TYP EACH

SIDE

#5 VERT BAR GROUT FULL HGT

@ BOTH SIDES OF JOINT

GREASE BAR ENDS & WRAP IN

PAPER TO PROVIDE SLIP PLANE

INSULATED METAL PANEL SYSTEM

MOUNTED ON EXTERIOR FACE OF

EXTERIOR WALLS ONY

(SEE ARCHITECTURAL)

EXTEND

HORIZONTAL WALL

REINF THRU PIER

WHEN APPLICABLE

VERTICAL

REINFORCING *

HORIZONTAL

TIES *

TOW ***

TOF ***

HORIZONTAL HOOK

FOR VERTICAL BARS

#5 = 12" MIN

#6 = 18" MIN

#8 = 24" MIN

BOTTOM FOOTING

REINFORCING *

* SEE PIER FOOTING SCHEDULE

*** SEE FOUNDATION PLAN FOR ELEVATIONS

HOOK

SIZE *

1 1/2" CLR

2" C

D E

3" C

1 1/2" CLR

CONC FLOOR SLAB

(SEE STRUCTURAL)

CONC FNDN WALL

(REINFORCED)

WWF REINF

#5x24"x24" @ 24"oc

CENTERLINE OF WODD STUD BEARING

WALL ABOVE OR WALL OPENING

(SEE ARCHITECTURAL)

CENTERLINE OF FOUNDATION WALL

CONCRETE

SONOTUBE PIER

W/ TIES PER

SCHEDULE

HSS COL (SEE SCHEDULE)

T/ CONC APRON W/ EXPANSION

JOINTS AT PIER

4" 8"

5' -0

4' -0

-0

4" 4"

3'-0" DIA

9" 1'-6" 9"

COLUMN BASEPLATE SET ON

RAISED PORTION OF

SONOTUBE PIER FOOTING

3/4" CHAMFER

AT TOP OF PIER

S-003

L4x4x5/16" ANCHORED W/ 3/4"x5"

EMBEDMENT, EPOXY OR

EXPANSION BOLTS @ 24" oc, GROUT BLOCK CORES SOLID

FACE OF MASONRY WALL

1 1/2" METAL DECK

(2) #5 CONT

4" 8"

1' -0

1'-0"

WWF REINF

EXTERIOR 4" CONC APRON SLAB W/

6x6 W1.4xW1.4 WWF ON OVER 8"

COMPACTED GRANULAR FILL

SLOPE FINISHED GRADE

AWAY FROM SLAB ARCHITECTS ENGINEERS PLANNERS

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3/4" = 1'-0"1

TYP WALL FOOTING DETAIL

3/4" = 1'-0"11

CMU HORIZONTAL REINFORCING

3/4" = 1'-0"6

FNDN WALL CORNER REINFORCING

1 1/2" = 1'-0"5

SAW-CUT SLAB JOINT

1 1/2" = 1'-0"4

SLAB AT DOOR CONNECTION

1 1/2" = 1'-0"14

CMU MASONRY LINTEL DETAIL

1 1/2" = 1'-0"9

COLUMN ANCHORING

1/4" = 1'-0"12

CMU_MASONRY OPENING REINFORCING IN ELEVATION

3/4" = 1'-0"10

HSS COL BASEPLATE

1" = 1'-0"15

SINGLE JOIST BEARING PLATE

3/4" = 1'-0"7

TYPICAL REBAR HOOK RADIUS

3/4" = 1'-0"13

TYPICAL CMU CONTROL JOINTS

3/4" = 1'-0"2

TYPICAL PIER FOOTING DETAIL

1 1/2" = 1'-0"3

SLAB AT INTERIOR BEARING WALL

1/2" = 1'-0"8

SONOTUBE PIER FTG DETAIL

1 1/2" = 1'-0"16

DA-1 SUPPORT ANGLE

1 1/2" = 1'-0"17

THICKENED SLAB EDGE

149'-0" OUT TO OUT ON FOUNDATION

10'-4" 36'-0" 102'-8"

149'-0" OUT TO OUT ON FOUNDATION

2' -0

'-2

'-8

'-6

'-2

'-4

U T

T O

O U

T O

N F

O U

N D

A T

2 2

10'-4" 51'-8" 87'-0"

1.2

1.3

10'-4" 34'-6" 15'-8" 2'-1" 14'-2" 28'-0" 14'-0" 14'-0" 14'-0" 1'-6"

2'-8"

1' -8

3' -0

5'-2"

4'-0"

'-2

'-0

0.1

F E D C B

4 4

9" 10'-4" 50'-2" 9" 1'-4"

1'-4" 33'-0" 1'-4" 14'-8" 1'-4"

FTG F1 FTG F1

CWF-1

FTG F1

CWF-1

'-2

'-0

'-8

1' -4

'-4

1' -4

'-1 0"

1' -4

'-1 0"

1' -4

9" 9'-7" 9" 34'-6" 9"

'-5

'-0

'-1 1"

10'-4" 34'-6" 103'-5"

1'-4" 9'-0" 1'-4" 33'-0" 1'-8" 101'-4" 1'-4"

CWF-1 CWF-1

FTG F3

FTG F1

FTG F1 FTG F1

CWF-1 CWF-1

FTG F1 FTG F1

CWF-1

FTG F2

CWF-1

FTG F1

FTG F-1

FTG F1

CWF-2

4" CONC SLAB W/ 6x6 W1.4xW1.4

WWF ON VAPOR BARRIER OVER 8"

COMPACTED GRANULAR FILL

'-5

'-0

'-2

'-4

U T

T O

O U

T O

N F

O U

N D

A T

1' -4

'-6

1' -4

'-1 0"

1' -4

C1 C1 C1 C1 C1

1' -8

'-6

2' -0

4" 1'

-4

CWF-1 FTG F2

4" CONC SLAB W/ 6x6 W1.4xW1.4

WWF ON VAPOR BARRIER OVER 8"

COMPACTED GRANULAR FILL

4" CONC SLAB W/ 6x6 W1.4xW1.4

WWF ON VAPOR BARRIER OVER 8"

COMPACTED DRAINAGE FILL

TYP ALL

WALL FTGS

TOP: 99'-4"

BOT: 95'-0"

TYP ALL

FOUNDATION

WALLS (UNO)

TYP ALL SONOTUBE

PIER FOOTINGS

PIER P2 PIER P2 PIER P2PIER P2PIER P2

FTG F4

TOP: 99'-4"

BOT: 96'-0"

PEIR P1

1'-8"

1'-4"

11" 5"

HD3

H D

HD1

11" 5"

5'-0" 3'-4"

2' -6

-6

3' -6

-6

3' -6

TOW = 99'-4"

DEPRESS TOP OF

FOUNDATION WALL

8" FOR DOOR

OPENING (TYP)

TOW = 99'-4"

TOP: 96'-0"

BOT: 95'-0"

TOW = 100'-0"

CWF-2

FTG F2

TOW = 99'-4"

TOW = 99'-4"TOW = 99'-4"

TOW = 100'-0"

DEPRESS

FOR DOOR

DEPRESS

FOR DOOR

TOW = 99'-4"

'-0

P R

O N

25'-0" 45'-0" APRON17'-0" APRON

'-0

P R

O N

4" CONC APRON SLAB W/ 6x6 W1.4xW1.4 WWF ON OVER 8"

COMPACTED GRANULAR FILL.

THICKENED EDGE W/ REINFORCING

POWER/ DATA UNITS (2)

SET IN FLOOR SLAB.

COORDINATE WITH

ELECTRICAL CONTRACTOR

REFER TO ARCHITECTURAL PLANS FOR SIMPLIFIED

BUILDING SECTIONS AND DETAILED WALL SECTIONS

FOR VISUAL REFERENCE

S-003

TYP AT

EDGES

S-003

TYP

I.D. # (DESIGNATED Fx)

FOOTING SCHEDULE

TYPE

SPREAD

F2 F3 F4

WIDTH (FT) 2'-4"

LENGTH (FT) --

THICKNESS OR DEPTH (IN) 12"

STEEL BOTT - PERPENDICULAR

(2) #5

STEEL TOP

STEEL BOTT - CONITINUOUS

SPREAD

4'-0"

12"

SPREAD

5'-6"

12"

SPREAD

6'-0”

6’-0”

12"

DIAMETER (FT) -- -- -- --

#5 @ 12” OC#5 @ 32” OC

#5 @ 12” OC

SCHEDULE NOTES:

1. PROVIDE HORIZONTAL HOOKS ON ALL VERTICAL BARS, TURNED OUT AWAY FROM CENTERLINE (#5 = 12", #8 = 24").

2. PROVIDE "L" 30"x30" FOR #5 HORIZONTAL LAP BARS AT ALL CORNERS.

3. PROVIDE #5 BARS @ 36" OC PERPENDICULAR TO BOTTOM FOOTING BARS FOR WALL FOOTINGS.

4. REFER TO PLANS FOR STRIP FOOTING LENGTHS.

I.D. # (DESIGNATED Px)

PIER SCHEDULE

TYPE

INTEGRAL

WIDTH (FT) 2'-8"

LENGTH (FT) 1'-8"

HEIGHT (FT) 3’-4"

STEEL HORIZONTAL TIES

(4) #4STEEL VERTICAL

SONOTUBE

4’-0"

DIAMETER (FT) -- 3’-0”

(3) #3

I.D. # (DESIGNATED CWF-x)

CONCRETE WALL FOUNDATION SCHEDULE

CWF-1 CWF-2

STEEL HORIZONTAL TIES

STEEL VERTICAL #5 @ 12” OC

#5 @ 8” OC

WIDTH (FT) 1’-4” 1’-8”

#5 @ 12” OC

#8 @ 12” OC

I.D. # (DESIGNATED HDx)

HOLD DOWN SCHEDULE

HD3

HD2

DESCRIPTION

HD1 SIMPSON HD3B WITH (2) 5/8”⌀ BOLTS INTO (1) 2x6 CHORD

SIMPSON HD5B WITH (2) 3/4”⌀ BOLTS INTO (2) 2x6 CHORD

SIMPSON HD7B WITH (3) 3/4”⌀ BOLTS INTO (2) 2x6 CHORD

HOLD DOWN LOCATIONS TYPICALLY EACH SIDE OF FRAMED WINDOW OPENING AT

EXTERIOR WALLS. INSTALL HOLD DOWN AT ONE SIDE OF FRAMED WINDOW OPENING AT

ONE LOCATION AT WALL ON COL LINE "J" . REFER TO PLAN. COORDINATE WITH FRAMING

AFTER SLAB IS POURED.

I.D. # (DESIGNATED Cx)

COLUMN SCHEDULE

COLUMN SIZE BASE PLATE

C1 HSS 6x6x3/8

CAP PLATE

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1/8" = 1'-0"1

FOUNDATION PLAN N

A-301

A-302

A-301

A-302

A-303

1.2

1.3

A-313

0.1

F E D C B

4 4

ML1

H210

C1 C1 C1 C1C1(2) 3.5"x20" LVL

HSS 8x6x5/16 BM

SUPPORTING ROOF

FRAMING ABOVE

0L H

H210

M L1

ML1

SW1

W616

TYPICAL AT

ALL EXTERIOR

WOOD WALLS

W416

TYPICAL AT ALL

INTERIOR WOOD

WALLS (UNO)

W616

W416

CHASE WALL

W616

BEARING

WALL

W616

12" CMU WALL

REFER TO DETAIL

ON SHT S-003

5/2

A-303

SIM

A-303

SIM

HSS 8x6x5/16 BM HSS 8x6x5/16 BMHSS 8x6x5/16 BM

ML1

ML1 MECHANICAL DUCT

PENETRATION THROUGH

WALL ABOVE DOOR

OPENING (COORD W/ MECH)

MECHANICAL DUCT

PENETRATION THROUGH

WALL (COORD W/ MECH)

H210

HEADER

EXTENDS TO

CORNERS

ATTACH PARTITIONS TO TRUSSES

ABOVE USING SIMPSON STRONG

DRIVE SDPW DEFLECTOR

SCREWS (OR EQUAL) TYPICAL

JOIST BRNG/ TOP OF

BM @ EL. 112'-10"

JOIST BRNG/ TOP OF

BM @ EL. 112'-10"

INSTALL SIMPSON

HUC210-2 WITH (18) 16d x3.5" INTO VERT STUD

COLUMN AND (10)

12dx3" IN H210 HEADER

ABOVE DOORS

I.D. #

SHEAR WALL SCHEDULE

DESCRIPTION

SW1 5/16 PLYWOOD, ONE SIDE, 6d COMMON @ 2", BLOCKED

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1/8" = 1'-0"1

FLOOR FRAMING PLAN N

REFER TO COLUMN

SCHEDULE ON SHT SB101

A-301

A-302

A-301

A-302

A-303

1.2

1.3

A-313

LOW WALL JOIST BRNG

@ EL. 112'-0" (TYP)

RIDGE

VALLEY

VALL

P R

E -E

N G

E R

E D

W D

T R

U S

S E

O C

P E

D N

HIGH WALL JOIST BRNG

@ EL. 117'-4" (TYP)

C1C1C1C1 C1

BEAM BELOW

SEE STRUCTURAL

FRAMING PLAN

2'-1" 14'-2" 28'-0" 14'-0" 14'-0" 14'-0"

TJI JOIST BRNG

@ EL. 110'-4"

LADDER FRAMING TYP

AT GABLE ENDS

LADDER FRAMING TYP

AT GABLE ENDS

LADDER FRAMING TYP

AT GABLE ENDS

SINGLE JOIST BRNG

PLATE (TYP) NOTE:

PROVIDE (2) ROWS STEEL JOIST

BRIDGING PER MFR WITH STEEL

JOISTS AT RANGE ROOF

8" CMU WALL W/ #5 VERT @ 48" OC &

CORES FULLY GROUTED. CUT TOP

OF CMU AT SLOPE TO UNDERSIDE OF

ROOF DECK & INSTALL DECK ANGLE

DA-1 TO SUPPORT ROOF DECKING

12" CMU WALL W/ #5 VERT @ 48"

OC & CORES FULLY GROUTED.

CUT TOP OF CMU AT SLOPE TO

UNDERSIDE OF ROOF DECK &

INSTALL DECK ANGLE DA-1 TO

SUPPORT ROOF DECKING

12" CMU WALL W/ #5

VERT @ 48" OC & CORES

FULLY GROUTED

0.1

F E D C B

4 4

SIMPSON H2.5A CLIPS AT BOTH

ENDS OF WOOD TRUSS, TYP

ALL WOOD TRUSS TYPES

SIMPSON IUS 3.56/16 WITH

10d NAILS AT EACH END

(TYP)

42'-0" 1'-6"

CANOPY ROOF

EDGE OUTLINE

2' -0

A-303

SIM

A-303

SIM

34'-6" 15'-8" 16'-3"

DA-1 (SLOPED)

DA-1

2'-0"

12" CMU WALL W/ #5 VERT @ 48" OC

& CORES FULLY GROUTED

S-003

P E

D N

[20LH04 JOISTS]

44'-6"

P E

D N

RIDGE RIDGERIDGE

P E

D N

3:12 SLOPE DN

G E

E D

N 6:

P E

D N

'-5

'-0

'-2

10'-4" 34'-6"

'-2

'-0

'-8

TRUSS BRNG @ EL. 111'-0"

JOIST BRNG/ TOP OF

BM @ EL. 112'-10"

JOIST BRNG/ TOP OF

BM @ EL. 112'-10"

JOIST BRNG/ TOP OF

BM @ EL. 112'-10"

TJI JOIST BRNG

@ EL. ______ AT

STUD WALL

(2) 3.5"x20" LVL

PRE-ENGINEERED WOOD

TRUSSES @ 24" OC

2'-6" 4'-0" 3'-6" 3'-6" 4'-0" 4'-0" 4'-0"

[ALL JOISTS 20LH10]

60'-0" (12 SPACES @ 5'-0") 4'-6" 4'-6" 4'-6" 2'-3"

2' -0

4'-9"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"4'-9"

2'-0" 6"

[20LH04 JOISTS]

18'-3"

3'-6" 3'-6" 3'-6" 3'-6" 3'-6"

L4x4x5/16 TYP AT

BAFFLE POINT LOAD

LOCATIONS, SEE

DESIGN DRAWINGS BY

RANGE EQUIPMENT

MANUFACTURER

1.5B 18 GA DECK G60 GALV, 36/4 FASTENER

PATTERN, SIDELAP 12" OC TYP

TRUSS BRNG @ TOP OF

STUD WALL @ EL. 111'-0"

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ROOF FRAMING PLAN N

C L C L

ALUMINUM

CONCRETE

BATT INSULATION

WOOD

ROUGH WOOD

RIGID INSULATION

SHIM

ACOUSTICAL TILE EARTH / COMPACT FILL

POROUS FILL GRAVEL

CONCRETE MASONRY

UNITS

FACE BRICK

PLYWOOD

STEEL GYPSUM WALL BOARD

8x8 TILE

12x12 TILE

WOOD BOARD

SIDING

NARROW

WOOD BOARD

SIDING WIDE

4x4 TILE

MATERIAL SYMBOL LEGEND

EXISTINGPROPOSED

SEPARATION LINE OF NEW

CONSTRUCTION FROM

EXISTING, OR SEPARATION

OF DIFFERENT MATERIALS

FROM EACH OTHER

(E)MB

24'-0"

CB = CHALKBOARD

MB = MARKER BOARD

TB = TACK BOARD

TS = TACK STRIP

LENGTH

DETAIL INDICATOR

SMALL DETAIL INDICATOR

SECTION DETAIL

INDICATOR

WALL SECTION INDICATOR

BUILDING SECTION

INDICATOR

EXTERIOR ELEVATION

INDICATOR

INTERIOR ELEVATION

INDICATOR

X-XXX

SIM

X-XXX

SIM

PLAN NORTH

TRUE NORTH

X-XXX

1 SIM

MATCHLINE

SEE 1 / A101

X-XXX

SIM

X-XXX

SIM

X-XXX

SIM

X-XXX

SIM

?00 00 00.A

A3.A

PLPL

100' - 0"

N/S 90.00 E/W

EXISTING PROPERTY LINE

CORNER INDICATOR

PROPOSED PROPERTY LINE

CORNER INDICATOR

NOTES & ANNOTATIONS BUILDING ELEMENTSVIEW REFERENCES

NEW CONSTRUCTION

NEW MASONRY CONSTRUCTION

EXISTING TO REMAIN

EXISTING TO BE REMOVED

DOORS

ACCESSIBILITY

INDICATOR LINES

CENTER LINE

ELEVATION MARK

MATCHLINE

EXISTING GRID LINE

PROPOSED GRID LINE

BUILDING LINE

SEPARATION INDICATOR

PROPERTY LINE INDICATOR

INDICATES EXISTING

SHEET KEYNOTE INDICATOR

REFERENCE KEYNOTE INDICATOR

VISUAL DISPLAY BOARD INDICATOR

ACCESSORY, FURNITURE, FIXTURE,

AND EQUIPMENT INDICATOR

(REFER TO A-002 & A-604)

REVISION INDICATOR

ROOM IDENTIFIER

WALL TYPE INDICATOR

WINDOW / LOUVER INDICATOR

(REFER TO SCHEDULE: A-602)

DOOR INDICATOR

(REFER TO SCHEDULE: A-601)

GLAZING INDICATOR

(REFER TO PROJECT MANUAL)

GLAZING MODIFIER

(REFER TO A-603)

MATERIAL INDICATOR

(REFER TO SCHEDULE: A-605)

SIGNAGE INDICATOR

(REFER TO SCHEDULE)

NORTH INDICATOR

60"DIA WHEELCHAIR

TURNING SPACE

ICC A117.1 - 304.3

T-SHAPED WHEELCHAIR

TURNING SPACE

ICC A117.1 - 304.3

CLEAR FLOOR SPACE

ICC A117.1 - 305.3

INTERNATIONAL SYMBOL

OF ACCESSIBILITY

ICC A117.1 - 703.6.3.1

X-XXX

(E)

CLEARANCE LINES

?XXX

DRAWING SYMBOLS

BL1

101A

GL-1

TC-1

ROOM NAME

150 SF

1,254

ROOM NUMBER

ROOM AREA

OCC. COUNT

LEVEL

XXX' - XX"

1. DO NOT SCALE DRAWINGS. IF DIMENSIONS CANNOT BE DETERMINED OR DOCUMENTS ARE IN CONFLICT, THE CONTRACTOR SHALL OBTAIN CLARIFICATION

FROM THE ARCHITECT PRIOR TO CONTINUATION OF WORK

2. ALL WALL DIMENSIONS ARE TO FACE OF STUD OR MASONRY, UNO.

3. FIELD VERIFY ALL PROJECT CONDITIONS PRIOR TO THE START OF WORK, AND AS NEEDED THROUGHOUT THE DURATION OF CONSTRUCTION. BRING ANY

DISCREPANCIES WHICH MAY SIGNIFICANTLY AFFECT NEW CONSTRUCTION WORK TO THE ATTENTION OF THE ARCHITECT FOR REVIEW

4. WHERE NEW WALL CONSTRUCTION ABUTS WINDOW MULLION(S) ON PLANS, CENTER WALL ON CENTER LINE OF MULLION, UNO

5. INFORMATION SHOWN IN ONE LOCATION ON THE DRAWINGS IS THE SAME AS IF SHOWN ON MULTIPLE LOCATIONS

6. TYPICAL CONDITIONS ARE NOTED ONLY ONCE

7. COORDINATE OPENINGS AND PENETRATIONS BETWEEN TRADES

8. FLOOR LEVELS BETWEEN ADJACENT MATERIALS MUST NOT EXCEED 1/4". PROVIDE APPROPRIATE TRANSITION STRIPS OR LEVEL FLOORS AS REQUIRED

9. FLOORS MUST BE MADE LEVEL TO NO LESS THAN 1/8" IN 10', USING A 10' STRAIGHTEDGE

10. PROVIDE REQUIRED FILLERS, SEALANT, OR TRIM AS NECESSARY TO CLOSE GAPS BETWEEN ADJACENT MATERIALS

11. WALLS SCHEDULED TO RECEIVE PAINT ARE TO BE PAINTED TO 6" ABOVE CEILING HEIGHT

12. REFER TO FINISH PLANS FOR ROOM FINISHES

GENERAL NOTES - ARCHITECTURAL

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OHM PROJECT No.

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SEE LEGENDS ON A-002 FOR ACCESSORY

ABBREVIATIONS

VWC VINYL WALL COVERING

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WDB WOOD…

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File details come from the government source that posted it. Updated Mar 12, 2026.