Drawings 26054 HartwickPinesExhibits.pdf

Nealis Engineering 1419 Industry Drive Traverse City, Mi 49696 P 231.933.0510 contact: Jason VanBrocklin, P.E.

jvanbrocklin@nealisengineering.com

Mechanical, Electrical, & Plumbing Engineer:

JDH Structural Engineering 3000 Ivanrest SW Suite B Grandville, MI 49418 P 616.531.6020 contact: Jordan VanEerden, P.E.

616.530.6020 ext. 3030 jvaneerden@jdheng.com

Structural Engineer:Architect:

Integrated Architecture 840 Ottawa Avenue NW Grand Rapids, MI 49503 P 616.574.0220 contact: Anna Kindt, Project Manager/Architect

616.559.4739 akindt@intarch.com

Owner:

State of Michigan Department of Natural Resource 3612 State Park Drive Grayling, MI 49738 P 989.348.7068 contact: Scott Cook, Regional Field Planner

989.275.5151 x2722916 cooks10@michigan.gov

Client:

State of Michigan Department of Technology, Management and Budget 3111 West St. Joseph Street Lansing, MI 48917 P 616.301.1222 contact: Heather DeKorte, DCD- Project Director

517.243.7248 dekorteh@michigan.gov

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© 2026 Integrated Architecture All rights reserved No part of this drawing may be used or reproduced in any form or by any means, or stored in a database or retieval system, without prior written permission of Integrated Architecture 5/12/2026 10:35:17 AM Autodesk Docs://20251010 - Hartwick Pines/20251010_arch_ia_Hartwick.rvt

Bid / Permit 13 May 2026

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751/26054.HJD HARTWICK PINES

STATE PARK - VISITOR CENTER

EXHIBIT SPACE

3612 State Park Drive, Grayling, MI 49738

IA Project: 20251010

IA

P ro je c t:

1 View Name

SCALE: 1/8" = 1'-0"A1-1

text text

DETAIL SYMBOL

DETAIL NUMBER

SHEET DETAIL IS

REFERENCED FROM

View Name

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

PLAN TITLE & NORTH ARROW

A101

SIM

DETAIL/WALL

SECTION CUT SYMBOL

DETAIL NUMBER

SHEET

DETAIL IS

SHOWN ON

SHEET REVISION SYMBOL

1 SHEET REVISION

NUMBER

ELEVATION SYMBOLS

A8-1

1 Ref

R e f

1 Ref

R e f

ELEVATION

NUMBER

SHEET

ELEVATION IS

SHOWN ON

ENLARGED PLAN/DETAIL

BUILDING SECTION CUT

DETAIL NUMBER

SHEET DETAIL

IS SHOWN ON

A101

SIM

A101

SIM

SECTION NUMBER

SHEET SECTION

IS SHOWN ON

ROOM NUMBER

DOOR NUMBER

ROOM

NUMBER

Room name

101.1

DOOR NUMBER

LEVEL

MULTI-DOOR

DESIGNATION

WALL TYPE

WALL TYPE NUMBER

CEILING TYPE

CEILING HEIGHT A.F.F.

SYMBOLS LEGEND

WINDOW TYPE

WINDOW TYPE NUMBER

9'-0"

1t

TOILET ACCESSORY SYMBOL

TOILET ACCESSORY

NUMBER

SHEET NUMBERING (PLANS)

A1-1A

INDICATES

DISCIPLINE

INDICATED

CATEGORY I.E.

PLAN, SECTION,

DETAIL, ETC.

INDICATES

LEVEL

INDICATES ZONE

SHEET NUMBERING (TYPICAL)

A2-01

INDICATES

DISCIPLINE

INDICATED

CATEGORY I.E.

PLAN, SECTION,

DETAIL, ETC.

SHEET NUMBER

S1

W1

F1

FLOOR TYPE

FLOOR TYPE NUMBER

CEILING TYPEC1

WALL TYPE

LETTER

ROOF TYPE

ROOF TYPE NUMBERR1

A101

SIM

A5-1

INTERIOR EXTERIOR

N

SEE "A2" SERIES

DRAWING SHEETS

FOR DETAILS.

ABBREVIATIONS

A _____________________________________

A.B. ANCHOR BOLT

A.C.T. ACOUSTICAL CEILING TILE

A.F.F. ABOVE-FINISHED FLOOR

AL. ALUMINUM

A.P. ACCESS PANEL

A.P.G. ACOUSTIC PANEL WITH GRID

ABV. ABOVE

ACOUS. ACOUSTIC

ALUM. ALUMINUM

ANCH. ANCHOR

ARCH.T. ARCHITECTURAL TRADES

ASPH. ASPHALT

B _____________________________________

B.F. BARRIER FREE

B.L. BUILDING LINE

B.P. BASE PLATE

B.S. BOTH SIDES

BD. BOARD

BLDG. BUILDING

BLK. BLOCK

BLKG. BLOCKING

BLKHD. BULKHEAD

BM. BEAM

BRG. BEARING

BRCG. BRACING

C _____________________________________

C.B. CATCH BASIN, CHALK BOARD

CPT. CARPET

C. TO C. CENTER TO CENTER

CIP CAST IN PLACE

C.J. CONTROL JOINT

C.L. CENTER LINE

C.M.U. CONCRETE MASONRY UNIT

CAB. CABINET

CAULK. CAULKING

CEIL. CEILING

CEM. CEMENT

CER. CERAMIC

C.T. CERAMIC TILE

CHKD.PL. CHECKERED PLATE

CLR. CLEAR

COL. COLUMN

COMP. COMPRESSIBLE

COMPO. COMPOSITION

CONC. CONCRETE

CONN. CONNECT, CONNECTION

CONST. CONSTRUCTION

CONST.JT. CONSTRUCTION JOINT

CONT. CONTINUOUS

CONTR. CONTRACTOR

CTR CENTER

CTRD CENTERED

D _____________________________________

D.F. DRINKING FOUNTAIN

D.O. DOOR OPENING

D.T. DRAIN TILE

DET. DETAIL

DIA. DIAMETER

DIAG. DIAGONAL

DIFF. DIFFUSER

DIM. DIMENSION

DMPFG. DAMPPROOFING

DN. DOWN

DR. DOOR

DW. DRYWALL

E _____________________________________

E.W. EACH WAY

EA. EACH

EL. ELEVATION

ELECT. ELECTRICAL

ELEV. ELEVATOR

ENCL. ENCLOSURE

EQ. EQUAL

EQUIP. EQUIPMENT

E.W.C. ELECTRIC WATER COOLER

EX.GR. EXISTING GRADE

EXIST., (E) EXISTING

EXP.JT. EXPANSION JOINT

EXT. EXTERIOR

F _____________________________________

F.D. FLOOR DRAIN

F.E.C. FIRE EXTINGUISHER CABINET

F.H.C. FIRE HOSE CABINET

F.O. FACE OF

F.S. FULL SIZE

FDN. FOUNDATION

FIN. FINISH

FL. FLOOR

FL.L. FLOOR LINE

FLASH. FLASHING

FR. FRAME

FRPFG. FIREPROOFING

F.R.R. FIRE RESISTANCE RATED

F.R.T. FIRE RETARDANT TREATED

FT. FOOT, FEET

FTG. FOOTING

G _____________________________________

G.B. GRAB BAR, GRADE BEAM

G.C. GENERAL CONTRACTOR

G.H.T. GLAZED HOLLOW TILE

G.O. GRILL OPENING

GA. GAUGE

GALV. GALVANIZED

GL. GLASS

GR. GRADE

GRTG. GRATING

GYP.BD. GYPSUM BOARD

H _____________________________________

H.M. HOLLOW METAL

H.P. HIGH POINT

HORIZ. HORIZONTAL

HT. HEIGHT

HDW. HARDWARE

I _____________________________________

I.D. INSIDE DIAMETER

I.E. INVERT ELEVATION

IN. INCH, INCHES

INCL. INCLUDING, INCLUSIVE

INS.MET. INSULATED METAL

INSUL. INSULATION

INTER. INTERIOR

J _____________________________________

JT. JOINT

K _____________________________________

K.D.A.T. KILN DRY AFTER TREATMENT

L _____________________________________

L.H. LEFT HAND

L.L.H. LONG LEG HORIZONTAL

L.L.V. LONG LEG VERTICAL

L.O. LOUVER OPENING

L.P. LIGHTING PANEL

LAD. LADDER

LAM. LAMINATED

LAV. LAVATORY

LG. LONG

LGTH. LENGTH

LT. LIGHT

M _____________________________________

M.H. MANHOLE

M.I. MISCELLANEOUS IRON

M.O. MASONRY OPENING

M.T. MARBLE TILE

MAR.T. MARBLE THRESHOLD

MAS. MASONRY

MATL. MATERIAL

MAX. MAXIMUM

M.B. MARKER BOARD

MECH. MECHANICAL

MEMB.W.P. MEMBRANE WATERPROOFING

MTL. METAL

MEZZ. MEZZANINE

MFR. MANUFACTURER

MIN. MINIMUM

N _____________________________________

N.I.C. NOT IN CONTRACT

N.T.S. NOT TO SCALE

NO. NUMBER

NOM. NOMINAL

O _____________________________________

O.C.,o/c ON CENTER

O.D. OUTSIDE DIAMETER

O.H.DR. OVERHEAD DOOR

OBS.GL. OBSCURE GLASS

OPER. OPERATOR

OPNG. OPENING

OPP. OPPOSITE

P _____________________________________

PT. PAINT

PTD. PAINTED

P.I.V. POST INDICATOR VALVE

P.LAM. PLASTIC LAMINATE

PART. PARTITION

PCS. PIECES

PERM. PERMANENT

PL. PLATE

PL.GL. PLATE GLASS

PLAS. PLASTER

PLBG. PLUMBING

PLYWD. PLYWOOD

PROJ. PROJECTOR

Q _____________________________________

Q.T. QUARRY TILE

R _____________________________________

R. RADIUS, RISER

R.A. RETURN AIR

R.C. ROOF CONDUCTOR

R.D. ROOF DRAIN

R.H. RIGHT HAND

R.O. ROUGH OPENING

R.S. ROOF SUMP

RD. ROUND

RECVG. RECEIVING

R.JT. RUSTICATION JOINT

REINF. REINFORCED

REQ'D. REQUIRED

REQ'S. REQUIRMENTS

RM. ROOM

S _____________________________________

S.A. SUPPLY AIR

S.A.B. SOUND ATTENUATION BATTS

S.A.T. SUSPENDED ACOUSTICAL TILE

SECT. SECTION

SER.REC. SERVICE RECEPTOR

SH. SHEET

SIM. SIMILAR

SK. SINK

SPEC. SPECIFICATION

SQ. SQUARE

STL. STEEL

ST.ST. STAINLESS STEEL

STD. STANDARD

STOR. STORAGE

STRUCT. STRUCTURAL

SUPP. SUPPORT

SUSP. SUSPENDED, SUSPENSION

T _____________________________________

T. TREAD

T.B.D. TO BE DETERMINED

T.I.G. TEMP. INSUL. GL.

THRES. THRESHOLD

TOIL. TOILET

T.& G. TONGUE AND GROOVE

T.O.C. TOP OF CONCRETE

T.O.S. TOP OF STEEL

U _____________________________________

U.F.A.D. UNDERFLOOR AIR DISTRIBUTION

U.N.O. UNLESS NOTED OTHERWISE

V _____________________________________

VERT. VERTICAL

V.T. VINYL TILE

V.I.F. VERIFY IN FIELD

VIN. VINYL

V.C.T. VINYL COMPOSITE TILE

VWC. VINYL WALLCOVERING

W _____________________________________

W.C. WATER CLOSET

WPFG. WATERPROOFING

WD. WOOD

GENERAL NOTES

1. THE CONTRACTOR SHALL TAKE ALL NECESSARY FIELD MEASUREMENTS AND OTHERWISE VERIFY ALL DIMENSIONS SHOWN ON THE DRAWINGS, INCLUDING THE CONTRACTOR'S, SUBCONTRACTOR'S AND MANUFACTURER'S SHOP DRAWINGS. SHOULD ANY ERROR OR INCONSISTENCY EXIST, THE CONTRACTOR SHALL NOT PROCEED WITH THE WORK AFFECTED THEREBY UNTIL HE

HAS NOTIFIED THE ARCHITECT.

2. THE CONTRACTOR SHALL VERIFY SIZES OF ALL OPENINGS, CURBS, BASES, RECESSES, ANCHOR BOLT SIZES AND LOCATIONS WITH CERTIFIED DRAWINGS OF EQUIPMENT APPROVED FOR SUBJECT LOCATIONS BEFORE PROCEEDING WITH THE WORK.

3. CONTRACTOR SHALL NOT PROCEED WITH DETAILING, FABRICATION OR CONSTRUCTION OF ANY WORK CONNECTED WITH OR DEPENDANT ON EQUIPMENT FURNISHED BY "OWNER" OR "OTHER CONTRACTORS" UNTIL HE HAS RECEIVED CERTIFIED OR

APPROVED EQUIPMENT DRAWINGS.

4. CONSTRUCTION SHALL COMPLY WITH ALL CODES, RECOGNIZED STANDARDS AND BUILDING PRACTICES, AND REGULATIONS OF GOVERNING AUTHORITIES. IN ADDITION, CONSTRUCTION SHALL COMPLY WITH RECOMMENDATIONS, PROCEDURES, SPECIFICATIONS, AND STANDARD DETAILS OF MANUFACTURER'S AND LICENSED INSTALLERS OF BUILDING COMPONENTS, SYSTEMS, AND ASSEMBLIES.

5. GENERAL NOTES APPLY TO ALL DRAWINGS AND CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THEM AND REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR CLARIFICATION PRIOR TO CONSTRUCTION OR BIDDING.

6. CONTRACTOR TO INSPECT THE SITE AND BUILDING TO VERIFY ALL EXISTING CONDITIONS, LOCATIONS AND DIMENSIONS THAT PERTAIN TO THE WORK PRIOR TO BID SUBMISSION AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES.

7. CONTRACT DOCUMENTS INCLUDE THE DRAWINGS, THE PROJECT MANUAL, AND ANY ADDENDA, CONSTRUCTION CHANGE

DIRECTIVE OR CHANGE ORDERS RELATING THERETO.

8. NO PARTIAL SETS OF DRAWINGS OR PROJECT MANUAL ARE TO BE USED FOR BIDDING.

9. DRAWINGS MAY HAVE BEEN REPRODUCED AT A DIFFERENT SIZE THAN ORIGINALLY DRAWN. THE OWNER AND ARCHITECT ASSUME NO RESPONSIBILITY FOR USE OF INCORRECT SCALE. DRAWINGS ARE NOT TO BE SCALED.

10. SHOULD THERE BE ANY CONFLICT(S) BETWEEN OR WITHIN DRAWINGS AND/ OR SPECIFICATIONS WHICH ARE NOT RESOLVED IN WRITING BY THE ARCHITECT PRIOR TO RECEIPT OF BIDS, THAT WHICH REQUIRES THE HIGHEST DEGREE OF PERFORMANCE QUALITY, QUANTITY, STRENGTH, FINISH,COMPLETION, COMPLEXITY, SOPHISTICATION, COST, ETC., WILL BE REQUIRED AND SHALL BE PROVIDED AT NO INCREASE IN CONTRACT AMOUNT. ALL SUCH CONFLICTS MUST BE REFERRED TO ARCHITECT IMMEDIATELY UPON DISCOVERY. SEE MICHSPEC SECTION 00700-1.3 FOR ADDITIONAL INFORMATION.

11. TESTS, INSPECTIONS AND APPROVALS OF PORTIONS OF THE WORK REQUIRED BY THE CONTRACT DOCUMENTS OR BY LAWS, ORDINANCES, RULES, REGULATIONS OR ORDERS OF PUBLIC AUTHORITIES HAVING JURISDICTION SHALL BE MADE AT AN APPROPRIATE TIME. UNLESS OTHERWISE PROVIDED, THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR SUCH TESTS, INSPECTIONS AND APPROVALS WITH AN INDEPENDENT TESTING LABORATORY OR ENTITY ACCEPTABLE TO THE OWNER, OR WITH THE APPROPRIATE PUBLIC AUTHORITY, AND SHALL BEAR ALL RELATED COSTS OF TESTS, INSPECTIONS AND APPROVALS.

12. DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS, INCLUDING THOSE IN ELECTRONIC FORMAT, PREPARED BY THE ARCHITECT AND THE ARCHITECTS CONSULTANTS, ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THE ARCHITECT AND THE ARCHITECTS CONSULTANTS SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS.

13. IF UNDER ANY CIRCUMSTANCES THE ARCHITECT OR ANY OF HIS CONSULTANTS ARE WITHHELD PAYMENT FOR WORK PERFORMED OR YET TO BE PERFORMED, THE ARCHITECT WILL HAVE THE RIGHT TO WITHDRAW HIS PROFESSIONAL SEAL THEREBY REMOVING ANY LIABILITY FOR ALL WORK. THE OWNER, OWNERS AGENTS, GENERAL CONTRACTOR, SUBCONTRACTOR AND SUPPLIERS AGREE TO HOLD THE ARCHITECT HARMLESS OF ANY AND ALL COSTS AS A RESULT OF THIS ACTION. UPON RECEIPT OF PROMPT PAYMENTS THE ARCHITECT WILL RESUME WORK. IF EXTRA TIME OR SERVICES ARE REQUIRED TO

ACCOMPLISH THIS THE ARCHITECT WILL BE PAID FOR ALL SUCH COSTS.

14. ANY PARTIES THAT REQUIRE ELECTRONIC CAD DRAWING FILES (DWG OR DGN FORMAT) FROM THE ARCHITECT IN ORDER TO SUPPLEMENT THEIR SCOPE OF WORK WILL BE CHARGED A FEE FOR THIS INFORMATION ON A PER-FILE BASIS. FULL PAYMENT AND A SIGNED CAD RELEASE FORM MUST BE RECEIVED PRIOR TO THE ARCHITECT RELEASING ANY FILES. ARCHITECT RESERVES THE RIGHT TO WITHHOLD ELECTRONIC FILES IF EITHER THE PAYMENT OR SIGNED CAD RELEASE FORM ARE NOT PROVIDED. ELECTRONIC FILES IN PDF FORMAT ARE TO BE SUPPLIED BY THE CONSTRUCTION MANAGER FOR THE PROJECT.

FEE WILL BE WAIVED FOR CAD FILES PROVIDED TO THE CLIENT, CONSULTANTS AND CONTRACTORS DIRECTLY INVOLVED IN

THE PROJECT.

15. NOTE THAT CERTAIN DETAILS AND NOTATIONS MAY NOT BE INDICATED AT ALL CONDITIONS OF CONSTRUCTION. DETAILS AND NOTATIONS OF SIMILAR CONDITIONS SHALL BE UTILIZED SUBJECT TO THE APPROVAL FROM THE ARCHITECT AND / OR

ENGINEER.

THESE NOTES APPLY TO ALL DRAWINGS

1. ALL WALLS WITH ACOUSTIC INSULATION ARE TO RECEIVE SOUND SEALANT AT TOP AND BOTTOM OF WALL. FIRE RESISTANT

RATED WALLS ARE TO BE FIRE STOPPED AT TOP OF WALL PER TYPICAL DETAILS.

2. ALL DRYWALL TO RECEIVE CONTINUOUS CONCEALED “J” CHANNEL TERMINATION STRIPS WHERE DRYWALL ABUTS INTO ADJACENT SURFACES OF DISSIMILAR MATERIALS AND WHERE DRYWALL EDGES ARE EXPOSED. CAULK JOINT BETWEEN

CHANNEL AND ADJACENT MATERIAL (I.E. WALL DRYWALL ABUTTING HM DOOR FRAMES).

3. ALL MATERIALS AT AND ABOVE CEILING SYSTEMS ARE TO BE PLENUM RATED.

4. REFER TO STRUCTURAL DRAWINGS FOR GENERAL INFORMATION REGARDING CONTROL AND EXPANSION JOINTS.

5. PROVIDE A SEPARATION SHEET OF SELF-ADHERING MEMBRANE BETWEEN ALL TREATED WOOD PRODUCTS AND LIGHT GAUGE FRAMING (i.e. METAL).

Design

PM/PA

Drawn

IA Project Number

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© 2026 Integrated Architecture All rights reserved No part of this drawing may be used or reproduced in any form or by any means, or stored in a database or retieval system, without prior written permission of Integrated Architecture 5/12/2026 10:35:49 AM Autodesk Docs://20251010 - Hartwick Pines/20251010_arch_ia_Hartwick.rvt

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LOCATION MAP SHEET INDEX

N

NOT TO SCALE

A0-1 OVERALL FLOOR PLAN

A0-2 PROPOSED EXHIBIT FLOOR PLAN- FOR REFERENCE ONLY

A2-2 TYPICAL BUILDING SYSTEM TYPES & DETAILS

A7-1 ENLARGED TOILET PLANS, ELEVS & ADA DETS.

A8-1 INTERIOR ELEVATIONS

S0-1 STRUCTURAL NOTES

S1-1 MAIN FLOOR AND ROOF FRAMING PLAN

S3 -1 FRAMING DETAILS

I1-0 COVER SHEET

I1-1 INDEX SHEET

I2-0 CODE COMPLIANCE - CODE REVIEW

I2-1 CODE COMPLIANCE - OCCUPANCY, EGRESS & FIRE RATINGS

PD0-1 PLUMBING DEMOLITION FLOOR PLAN

P0-1 PLUMBING FLOOR PLAN

E0-0 ELECTRICAL SCHEDULES, DETAILS & RISER

ED0-1 ELECTRICAL DEMOLITION FLOOR PLANS

E0-1 ELECTRICAL FLOOR PLANS & SCHEDULES

E9-1 ELECTRICAL SPECIFICATIONS

F2-0 FINISH SPECIFICATIONS AND DETAILS

FF1-1 FLOOR FINISH PLAN

FW1-1 WALL FINISH PLAN

M0-1 MECHANICAL FLOOR PLAN- DEMO & PROP

M0-2 MECHANICAL SCHEDULES & DETAILS

AD0-1 OVERALL DEMOLITION PLAN

CODE

STRUCTURAL

DEMOLITION

ARCHITECTURAL

INTERIORS

PLUMBING

MECHANICAL

ELECTRICAL

TITLE

GENERAL PLAN NOTES

Hartwick Pines State Park Visitor Center 3612 State Park Drive Grayling, MI 49738

50% CD 6 Mar. 2026

90% CD 20 Mar. 2026

100% CD 03 Apr. 2026

Bid / Permit 13 May 2026

ENERGY CODE COMPLIANCE NOTES

1. THIS PROJECT IS GOVERNED BY ASHRAE 90.1-2019 AS IT IS COMMERCIAL USE.

2. THIS PROJECT IS LOCATED IN CLIMATE ZONE 6A.

3. MINIMUM R-VALUES: PROJECT SCOPE DOES NOT IMPACT ENVELOPE, NO CHANGE.

CODE REVIEW ( MI REHAB CODE & MBC)

Chapter 3 - Use and Occupancy Classification

303.4 Assembly Group A-3 – exhibition hall, lecture hall

304.1 Business Group B -- office

311.2 Moderate-Hazard Storage S-1 – books and paper, cardboard, clothing, furniture

Chapter 5 General Building Heights and Areas Section 503.1 General -- Unless otherwise specifically modified in Chapter 4 and this chapter, building height, number of stories and building area shall not exceed the limits specified in Sections 504 and 506 based on the type of construction as determined by Section 602 and the occupancies as determined by Section 302 except as modified hereafter. Building height, number of stories and building area provisions shall be applied independently. For the purposes of determining area limitations, height limitations and type of construction, each portion of a building separated by one or more fire walls complying with Section 706 shall be considered to be a separate building.

Table 504.3 – Allowable Building Height Construction Type VB, Non-Sprinklered Use Group A,B,S = 40 feet Provided: No Change. Existing Building is +/- 33'-8".

Table 504.4 – Allowable Number of Stories Above Grade Construction Type VB, Non-Sprinklered Use Group A-3 = 1 story Use Group B = 2 stories Use Group S-1 = 1 story

Provided: No Change. Existing A-3 occupancies on the main level egress to an elevated walkway leading to a public way at grade. Existing S-1 occupancy egress is to grade at lower level.

Table 506.2 – Allowable Area Construction Type VB, Non-Sprinklered Use Group A-3 = 6,000 sf Use Group B = 9,000 sf Use Group S-1 = 9,000 sf

Provided: No Change. First Floor A-3 and B uses total 8,934 square feet. The Lower Level S-1 use is 1,694 square feet and does have a sprinkler system (unknown NFPA type). See Rehab Code 301.3 Exception.

Section 508 Mixed Use and Occupancy

508.2 Accessory Occupancies – Occupancies that are ancillary to the main occupancy.

508.2.3 Area Limitations – Aggregate accessory occupancies shall not occupy more than 10% of the building area of that story and shall not exceed the tabular values in Table 503.

508.2.4 Separation of Occupancies – No separation is required between accessory occupancies and the main occupancy.

508.3 Nonseparated occupancies

508.3.1 – Occupancy classification – Nonseparated occupancies shall be individually classified in accordance with Section 302.1. The requirements of this code shall apply to each portion of the building based on the occupancy classification of that space. In addition, the most restrictive provisions of Chapter 9 that apply to the nonseparated occupancies shall apply to the total nonseparated occupancy area.

508.3.2 Allowable Building Area, Height and Number of Stories -- The allowable building area, height and number of stories of the building or portion thereof shall be based on the most restrictive allowances for the occupancy groups under consideration for the type of construction of the building in accordance with Section 503.1.

508.3.3 Separation – No separation is required between occupancies.

Provided: No Change. See Rehab Code 301.3 Exception. Fire rated partition location at Stair 118 from record drawings will be maintained.

Chapter 6 Types of Construction Table 601 Type VB Construction

Primary Structural Frame: 0-hour fire rated construction Bearing Walls

Exterior: 0-hour fire rated construction Interior: 0-hour fire rated construction

Nonbearing Walls and Partitions Exterior: See 705.5 Interior: 0-Hour fire rated construction

Floor Construction and associated secondary members:

0-hour fire rated construction

Roof Construction and associated secondary members:

0-hour fire rated construction

Chapter 8 – Interior Finishes Table 803.13 – Interior Wall and Ceiling Finish Requirements by Occupancy

Use Group A-3 (non-sprinklered) Interior Exit Stairways, Ramps and Passageways A Corridors & enclosures for exit access stairways & ramps A Rooms & Enclosed Spaces C

Use Group B (non-sprinklered) Interior Exit Stairways, Ramps and Passageways A Corridors & enclosures for exit access stairways & ramps B Rooms & Enclosed Spaces C

Use Group S-1 (non-sprinklered) Interior Exit Stairways, Ramps and Passageways B Corridors & enclosures for exit access stairways & ramps B Rooms & Enclosed Spaces C

Chapter 9 – Fire Protection Systems Section 906 Portable Fire Extinguishers

906.1 Where required:

1. In Group A, B, E, H, I, M, R-1, R-2, R-4 and S occupancies.

4. On each floor of buildings under construction

5. Where required by the International Fire Code sections indicated in Table 906.1

906.2 - General Requirements – Portable fire extinguishers shall be selected and installed in accordance with NFPA 10.

906.3 – Size and Distribuition (Table 906.3) -- Maximum distance to fire extinguisher - 75 feet

Section 907 Fire Alarm and Detection Systems

907.2 Where required – New buildings and structures – An approved fire alarm system installed in accordance with the provisions of this code and NFPA 72.

Provided: A Fire Alarm Control Panel is present on site.

Chapter 10 Means of Egress Table 1004.5 Maximum Floor Area Allowances Per Occupant

Accessory storage areas, mechanical equipment room – 300 gross Assembly Exhibit Gallery -- 30 net Assembly Unconcentrated (tables & chairs) – 15 net Business areas - 150 gross Mercantile – 60 gross

Occupant Load Calculation:

See plan sheets

Section 1005 Means of Egress Sizing

1005.3.1 Stairways

Occupant Load x 0.3 inch/occupant

Provided: No Change. 0.3 * 6 = 1.8" required. Existing Basement Storage stair +/- 4'-1 1/4 width.

1005.3.2 Other Egress Components

Occupant Load x 0.2 inch/occupant

Provided: No Change. 0.2 * 203 = 40.6" required. Existing exit door width 320".

Section 1006 Number of Exits and Exit Access Doorways

1006.2.1 – Egress based on occupant load and common path of egress travel distance – two exits shall be provided where the occupant load or common path of travel exceeds the values in Table 1006.2.1.

Table 1006.2.1 Spaces with One Exit

Use Group A – max. occupant load = 49; max. cpt without sprinkler = 75 feet Use Group B – max. occupant load = 49; max. cpt without sprinkler = 75 feet Use Group S – max. occupant load = 29; max. cpt without sprinkler = 100 feet

Section 1007 Exit and Exit Access Doorway Configuration

1007.1.1 Two Exits or Exit Access Doorways -- Where two exits, exit access doorways, exit access stairways or ramps, or any combination thereof, are required from any portion of the exit access, they shall be placed a distance apart equal to not less than one-half of the length of the maximum overall diagonal dimension of the building or area to be served measured in a straight line between them.

Section 1009 Accessible Means of Egress

1009.3.2 Stairway Width -- Stairways shall have a clear width of 48 inches minimum between handrails

Provided: No Change. Existing stair overall width +/- 4'-1 1/4". Approximate clear between handrails +/- 3'-6". See Rehab Code 301.3 Exception.

1009.3.3 Area of Refuge

Provided: No Change. None provided. See Rehab Code 301.3 Exception.

Section 1009.7 Exterior Areas for Assisted Rescue -- Exterior areas for assisted rescue shall be accessed by an accessible route from the area served.

Where the exit discharge does not include an accessible route from an exit located on the level of exit discharge to a public way, an exterior area of assisted rescue shall be provided on the exterior landing in accordance with Sections 1009.7.1 through 1009.7.4.

1009.7.1 Size -- Each exterior area for assisted rescue shall be sized to accommodate wheelchair spaces in accordance with Section 1009.6.3.

1009.7.2 Separation -- Exterior walls separating the exterior area of assisted rescue from the interior of the building shall have a minimum fire-resistance rating of 1 hour, rated for exposure to fire from the inside. The fire-resistance-rated exterior wall construction shall extend horizontally 10 feet (3048 mm) beyond the landing on either side of the landing or equivalent fire-resistance-rated construction is permitted to extend out perpendicular to the exterior wall 4 feet (1220 mm) minimum on the side of the landing. The fire-resistance-rated construction shall extend vertically from the ground to a point 10 feet (3048 mm) above the floor level of the area for assisted rescue or to the roof line, whichever is lower.

Openings within such fire-resistance-rated exterior walls shall be protected in accordance with Section 716.

1009.7.3 Openness -- The exterior area for assisted rescue shall be open to the outside air. The sides other than the separation walls shall be not less than 50 percent open, and the open area shall be distributed so as to minimize the accumulation of smoke or toxic gases.

Provided: No Change. Two existing exit doors would require Exterior Areas for Assisted Rescue per current Code. Size and Openness comply. Separation is unknown though existing drawings call out "5/8" Fire Rated Gypsum Board" at the interior face of all walls. See Rehab Code 301.3 Exception.

Section 1010 Doors, Gates, and Turnstiles

1010.1.1 Size of Doors, Minimum width of each door opening shall be sufficient for the occupant load thereof and shall provide a minimum clear width of 32 inches.

Section 1011 Stairs

1011.2 – Width and Capacity – minimum 44 inches

Provided: No Change. Existing stair 4'-1 1/4".

Section 1017 Exit Access Travel Distance.

1017.2 Limitations -- Exit access travel distance shall not exceed the values in Table 1017.2

A, S-1 Occupancy 200 feet without Sprinkler System B Occupancy 200 feet without Sprinkler System

Section 1019 Exit Access Stairways and Ramps

1019.3 Occupancies other than Groups I-2 and I-3 – floor openings containing exit access stairways and ramps shall be enclosed with a shaft enclosure constructed in accordance with Section 713.

Exception 1. Exit access stairways and ramps that serve or atmospherically communicate between only two adjacent stories. Such interconnected stories shall not be open to other stories.

Chapter 11 – Accessibility Section 1104 Accessible Routes

1104.1 Site Arrival Points – Accessible routes with the site shall be provided from public transportation stops; accessible parking; accessible passenger loading zones; and public streets or sidewalks to the accessible building entrance served.

1104.2 Within a Site – At least one accessible route shall connect accessible buildings, accessible facilities, accessible elements and accessible spaces that are on the same site.

1104.3 Connected Spaces – When a building or portion of a building is required to be accessible, an accessible route shall be provided to each portion of the building, to accessible building entrances connecting accessible pedestrian walkways and the public way.

Section 1105 – Accessible Entrances

1105.1 Public Entrances -- In addition to accessible entrances required by Sections 1105.1.2 through 1105.1.8, at least 60 percent of all public entrances shall be accessible.

Provided: No Change. All entrances are to remain.

Plumbing Fixtures 2021 Michigan Plumbing Code

Chapter 4 Fixtures, Faucets and Fixture Fittings Section 403 Minimum Plumbing Facilities

403.3 Employee and Public Toilet Facilities -- For structures and tenant spaces intended for public utilization, customers, patrons and visitors shall be provided with public toilet facilities. Employees associated with structures and tenant spaces shall be provided with toilet facilities. The number of plumbing fixtures located within the required toilet facilities shall be provided in accordance with Section 403 for all users. Employee toilet facilities shall be either separate or combined employee and public toilet facilities.

Table 403.1 Minimum Number of Required Plumbing Fixtures See PLUMBING COUNT chart on right, this sheet.

REHAB CODE FOR EXISTING BUILDINGS

Chapter 3 -- Provisions for All Compliance Methods Section 301 Administration

301.3 Alteration, addition or change of occupancy -- The alteration, addition or change of occupancy of all existing buildings shall comply with one of the methods listed in Section 301.3.1, 301.3.2 or

301.3.3 as selected by the applicant. Sections 301.3.1 through 301.3.3 shall not be applied in combination with each other.

Exception: Subject to the approval of the code official, alterations complying with the laws in existence at the time the building or the affected portion of the building was built shall be considered in compliance with the provisions of this code.

Note: The existing building drawings are dated 9/10/1991 with plan review and construction assumed to have occurred shortly after. The existing drawings list Construction Type 5-B (Unprotected), Use Group A-3, Code B.O.C.A.

301.3.2 Work Area Compliance Method -- Alterations, additions and changes of occupancy complying with the applicable requirements of Chapters 6 through 12 of this code shall be considered in compliance with the provisions of this code.

Chapter 6 -- Classification of Work Section 603 Alteration Level 2

603.1 Scope -- Level 2 alterations include the addition or elimination of any door or window, the reconfiguration or extension of any system, or the installation of any additional equipment, and shall apply where the work area is equal to or less than 50 percent of the building area.

Note: This is a Level 2 Alteration.

Chapter 8 -- Alterations-- Level 2 Section 801.4 Compliance- New construction elements, components, systems and spaces shall comply with the requirements of the Michigan Building Code.

Section 802.2.1 Existing Vertical Openings- Existing interior vertical openings connecting two or more floors shall be enclosed with approved assemblies having a fire-resistance rating of not less than 1 hour with approved opening protectives.

Provided: Existing building drawings indicate a "1 Hour Rated Partition" at main floor walls enclosing both existing staircases. New restroom will replace existing east stair and rating will not be required.

Section 803.2.2 Groups A, B, E, F-1, H, I-1, I-3, I-4, M, R-1, R-2, R-4, S-1 and S-2 In buildings with occupancies in Groups A, B, E, F-1, H, I-1, I-3, I-4, M, R-1, R-2, R-4, S-1 and S-2, work areas that have exits or corridors shared by more than one tenant or that have exits or corridors serving an occupant load greater than 30 shall be provided with automatic sprinkler protection where both of the following conditions occur:

1. The work area is required to be provided with automatic sprinkler protection in accordance with the Michigan Building Code as applicable to new construction.

2. The work area exceeds 50 percent of the floor area.

Provided: Existing, this is a single tenant building and the work area is less than 50% of the floor area. Each exit also has an occupant load fewer than 30.

PLUMBING COUNT

2021 MICHIGAN PLUMBING CODE

Table 403.1 Minimum Number of Required Plumbing Fixtures A-3 Use Group

Occupant load = 159 occupants = 80 males, 80 females Water closets = 1 per 125 for males = 80 / 125 = 1 water closet required Water closets = 1 per 65 for females = 80 / 65 = 2 water closets required Lavatories = 1 per 200 for males = 80 / 200 = 1 lavatory required Lavatories = 1 per 200 for females = 80 / 200 = 1 lavatory required Drinking fountains = 1 per 500 = 159 / 500 = 0.32 drinking fountain required 1 Service sink required

B Use Group Occupant load, shared/staff areas = 38 occupants = 19 males, 19 females Water closets = 1 per 25 for first (50) for males = 19 / 25 = 1 water closet required Water closets = 1 per 25 for first (50) for females = 19 / 25 = 1 water closet required Lavatories = 1 per 40 for the first (80) males = 19 / 40 = 1 lavatory required Lavatories = 1 per 40 for the first (80) females = 19 / 40 = 1 lavatory required Drinking fountains = 1 per 100 = 38 / 100 = 0.38 drinking fountain required 1 Service sink required

S-1 Use Group Occupant load = 6 occupants = 3 males, 3 females Water closets = 1 per 100 for males = 3 / 100 = 1 water closets required Water closets = 1 per 100 for females = 3 / 100 = 1 water closet required Lavatories = 1 per 100 for males = 3 / 100 = 1 lavatory required Lavatories = 1 per 100 for females = 3 / 100 = 1 lavatory required Drinking fountains = 1 per 1,000 = 6 / 1,000 = 0.006 drinking fountain required 1 Service sink required

PLUMBING FIXTURE COMPLIANCE

REQUIRED PROVIDED

WATER CLOSETS (MALE) 3 2 WC, 2 URINAL (EXISTING)

WATER CLOSETS (FEMALE) 4 4 (EXISTING)

WATER CLOSETS (UNISEX) 0 1

LAVATORY (MALE) 3 3 (EXISTING)

LAVATORY (FEMALE) 3 3 (EXISTING)

LAVATORY (UNISEX) 0 1

DRINKING FOUNTAIN 1 1 (EXISTING, SINGLE LEVEL)

SERVICE SINK 3 2 (EXISTING)

CODE REVIEW (GENERAL)

HARTWICK PINES STATE PARK VISITORS CENTER EXHIBIT SPACE RENOVATION

3612 State Park Drive, Grayling, MI 49738

IA PROJECT NUMBER: 20251010

JURISDICTION: STATE OF MICHIGAN

BUILDING CODE: 2021 MICHIGAN BUILDING CODE

REHABILITATION CODE: 2021 MICHIGAN REHABILITATION CODE FOR EXISTING BUILDINGS

MECHANICAL CODE: 2021 MICHIGAN MECHANICAL CODE

PLUMBING CODE: 2021 MICHIGAN PLUMBING CODE

ELECTRIC CODE: 2023 NATIONAL ELECTRIC CODE (PART 8 MICHIGAN ELECTRICAL

CODE RULES)

BARRIER FREE CODE: 2021 MICHIGAN BUILDING CODE (CHAPTER 11) & ICC A117.1 - 2017

ENERGY CODE: 2021 MICHIGAN ENERGY CODE & ASHRAE 90.1-2019

BUILDING CODE / OCCUPANCY APPROVAL: STATE BUREAU OF CONSTRUCTION CODES

PROJECT SUMMARY:

Renovation to existing State Park Visitor Center focusing primarily on interior spaces. Work in the east wing of the building includes removing walls at the existing Conference Room, modifying the existing Exhibit Space, finish upgrades, converting an existing stair into a single occupancy restroom, and modifications to the existing MEP systems as related to project scope. A plastic laminate repair will occur in the west wing of the building. Alternates are planned for a lighting upgrade in the central Lobby portion of the building and an alternate for full installation of an adult changing station unit (adult changing station preparation is included in the base bid). The work is a Level 2 Alteration per the Michigan Rehab Code.

EXISTING BUILDING SUMMARY

- THE ENTIRE SCOPE OF WORK IS RENOVATION

- FIRE SUPPRESSION: BASEMENT ONLY HAS EXISTING FIRE SUPPRESSION- NO CHANGE

GROSS FLOOR AREA: 10,628 gsf, NO CHANGE LOWER LEVEL: 1,694 gsf occupied, additional 6,515 GSF non-occupied crawlspace MAIN FLOOR: 8,934 gsf

CONSTRUCTION TYPE

TYPE VB- NO CHANGE

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© 2026 Integrated Architecture All rights reserved No part of this drawing may be used or reproduced in any form or by any means, or stored in a database or retieval system, without prior written permission of Integrated Architecture 5/12/2026 10:36:05 AM Autodesk Docs://20251010 - Hartwick Pines/20251010_arch_ia_Hartwick.rvt

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DN

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A8-2 4

A7-1

A8-17

A8-1

A8-1 8

A8-1

A8-1

2,489 SF

EXHIBIT SPACE

A-3

1,140 SF

AUDITORIUM,

UNCONCENTRATED

A-3

254 SF

BOOKSTORE

B(ACCESSORY)

4,870 SF

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BUSINESS

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(E) ELEVATED WALKWAY

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EXIT

EXIT

EXTERIOR AREA OF

ASSISTED RESCUE

EXIT

EXIT

EXTERIOR AREA OF

ASSISTED RESCUE

EXIT

EXIT

F E

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EXIT

EXIT

EXIT

EXIT

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72'-11"

EXIT

EXIT

RECORD DRAWINGS INDICATE A

"1 HOUR RATED PARTITION"

RECORD DRAWINGS INDICATE A "1 HOUR

RATED PARTITION" AT THE (E) STAIR

CONFIGURATION. NEW WALL INFILL TO

BE NON-RATED. (E) WALL TO HAVE

INTERIOR F.O. GYP. BD REMOVED AND

REPLACED W/ NEW WALL FINISH. NO

RATING TO BE PROVIDED AS STAIRCASE

IS BEING REMOVED.4

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EXIT SEPARATION DISTANCE

58'-8"

53'

200'

68'

200'

E X

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EXIST.

(E) SERVICE

SINK

(E) SERVICE

SINK(E) ELEC.

WATER

COOLER

(E) ELEVATED DECK TO

PUBLIC WAY

(E) GLULAM

BEAMS/TRUSSES

ABV., TYP.

DOOR EGRESS:

SINGLE 36" DOOR = 32" MIN. CLEAR / 0.2 = 160 OCCUPANTS

PAIR 36" DOORS = 64" MIN. CLEAR / 0.2 = 320 OCCUPANTS

STAIR EGRESS:

48" WIDE STAIR / 0.3 = 160 OCCUPANTS

ROOM INFORMATION

ROOM NAME

OCCUPANCY

ROOM S.F.

CODE S.F.

PER OCCUPANT

ROOM

OCCUPANT

LOAD

EXIT ACCESS TRAVEL

DISTANCE (MBC 1017.2)

BUILDING EXIT

COMMON PATH OF EGRESS

TRAVEL (MBC 1006.2.1)

EXIT SIGNAGE

ACTUAL OCCUPANT LOAD

ALLOWABLE OCCUPANT LOAD

ACTUAL DISTANCE

ALLOWABLE DISTANCE

CODE LEGEND (OCCUPANCY & EGRESS)

AREA BOUNDARY

180'

200'

ACTUAL DISTANCE

ALLOWABLE DISTANCE

180'

200'

FIRE EXTINGUISHER OR

F.E. CABINET LOCATION

FE - FIRE EXTINGUISHERFE

F E

C

FEC - FIRE EXTINGUISHER CABINET (F.R.R.)

EXIT NOTE: LOCATIONS SHOWN ARE EXISTING.

EXIT

EXIT

1,694 SF

MECH/STORAGE

S-1

6,515 SF

CRAWLSPACE

NON-OCCUPIED

/4

112'

200'

33.5'

100'

CODE LEGEND (FIRE RATINGS)

FIRE RESISTANCE RATED

CONSTRUCTION

1 HOUR

NOTES:

1. SEE CODE COMPLIANCE PLANS FOR MORE INFO

2. THAT THESE LINE ARE IN INTENDED TO BE VIEWED IN COLOR, BUT THE DOT/DASH

PATTERN OF THE LINES ALSO CORRESPONDS TO THE NOTED FIRE RATINGS

Design

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© 2026 Integrated Architecture All rights reserved No part of this drawing may be used or reproduced in any form or by any means, or stored in a database or retieval system, without prior written permission of Integrated Architecture 5/12/2026 10:36:21 AM Autodesk Docs://20251010 - Hartwick Pines/20251010_arch_ia_Hartwick.rvt

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

FIRST FLOOR CODE COMPLIANCE -

OCCUPANCY, EGRESS, & FIRE

RATINGS

NN

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

BASEMENT FLOOR CODE

COMPLIANCE - OCCUPANCY,

EGRESS, & FIRE RATINGS

ENGINEERING DATA

Lumber Dimension lumber (SPF #2 or better) Fb = 875 psi

Fv = 135 psi Engineered lumber (LVL) Fb = 2600 psi

Fv = 285 psi E = 2000 ksi

Structural design requirements

Floor live load (LL reductions used where permitted by code) Assembly Use 100 psf

Risk Category II

Specific Design Loads

Floor dead loads Sheathing 5 Structure 5 Ceiling 3 M/E/P 3 Floor finish 2 Misc 7

25 psf Total

Roof dead loads Shingles (2 layers) 4 Insulation 2 Trusses 3 Roof sheathing 3 Ceiling 3 M/E/P 3 Misc 2

20 psf Total

Design codes General building code Michigan Building Code 2021 Concrete ACI 318 Steel AISC 360 - ASD Wood NDS Environmental Loads ASCE 7

GENERAL STRUCTURAL NOTES

1. All work shall be performed in accordance with the contract documents. In case of a conflict within the contract documents, the more stringent condition shall govern, unless directed otherwise by the engineer of record. Prior to implementation, any discrepancies shall be reported to the architect for clarification.

2. In the event that certain details of construction are not indicated or noted in the drawings, details for similar conditions that are indicated or noted shall be utilized, subject to the structural engineer's approval.

3. Openings and penetrations through structural elements, and items embedded in structural elements that are not indicated in the structural drawings shall be reviewed by the structural engineer prior to fabrication, erection and/or construction.

4. Materials or equipment shall not be placed on unfinished floors or roofs in excess of 20 psf nor on finished floors in excess of the design live loads which are indicated in the structural drawings. Impact loading shall be avoided.

5. The structure has been designed for the in-service loads only. The methods, procedures and sequences of construction are the responsibility of the contractor. Contractor shall take all necessary precautions to maintain and ensure the integrity of the structure at all stages of construction. Contractor shall immediately notify the structural engineer of any condition which, in his opinion, might endanger the stability of the structure or cause distress in the structure.

6. All existing conditions and all related dimensions indicated in the contract documents shall be field verified prior to fabrication, erection and/or construction. Any condition that differs from that indicated in the contract documents shall be submitted to the architect for review prior to fabrication, erection and/or construction.

7. The structure has been designed to meet or exceed serviceability requirements of section

1604.3 of the Michigan Building Code. All non-structural components & their connections that are anchored to the structure shall be designed to allow for the movement of the structure caused by wind, snow, live, thermal, shrinkage/creep and earthquake loads. Non-structural components include items such as non-load bearing walls, MEP components, bulkheads, etc.

8. Provide special inspection in accordance with chapter 17 of the Michigan Building Code and with project specifications.

9. Unless noted otherwise, all loads specified in these documents are nominal loads and are to be entered into the appropriate strength or allowable stress design load combinations with appropriate factors, as defined by ASCE 7, by the building component engineer in the design of their product. Gravity load shear beam reactions on plan for steel framing represent the combined service load effect from allowable stress design load combinations.

10. Post installed anchors shall be the specific product indicated. Where product substitutions are desired, they shall be submitted to engineer for review & approval a minimum of 2 weeks prior to planned installation. Adhesive anchors shall be installed using products that are approved by the supplier for all temperature considerations. Installation shall be in accordance with suppliers published installation instructions.

11. Copies or reproductions of architectural or structural drawings and details will not be accepted as shop drawings. Submittals received as such will not be reviewed and will be rejected.

WOOD NOTES

1. Comply with National Design Specification (NDS), American Forest Products Association (AFPA), and American Institute of Wood Construction (AITC).

2. Bolt wall plates with 1/2" dia. anchor bolts at 32" o.c., unless otherwise noted. Bolt beam plates with 1/2" diameter bolts at 24" o.c., staggered.

3. When treated lumber is in contact with steel (bolts, nails, fasteners, hangers, etc.), steel shall be G-185 galvanized or stainless. Dimensional lumber bolted to steel beams and columns shall be untreated, or protective coatings equivalent to G-185 shall be applied to the steel.

4. Unless noted, align studs above and below with joists. Provide squash blocking to transfer loads at joists or trusses.

5. At multiple ply framing members, provide at least one supporting stud per ply. Provide squash blocking to transfer loads as required.

6. Provide minimum of two bearing studs at all beams and girder trusses, UNO.

7. All Material used in load bearing stud walls shall be #2 or better. Refer to "Engineering Data" for minimum wood strength requirements, UNO.

8. Unless noted otherwise, do not countersink bolts or fasteners into wood. Provide washers with bolts that are a minimum of 2 times the diameter of the bolt.

9. Unless noted otherwise, refer to International Building Code Table 2304.9.1 for minimum nailing requirements. All nails shall be common wire nails.

10. Comply with I-joist suppliers' construction requirements and details, unless more stringent requirements are shown in construction documents.

POST INSTALLED ANCHOR SPEC NOTES

1. All post installed anchors shall be done per ACI 318 & 355, ICC-ES AC01, ICC-ES AC58, ICC- ES AC60, ICC-ES AC106, ICC-ES AC193 and ICC-ES AC308 requirements, and as stated on contract documents.

2. Provide submittals for Product Data, ICC reports, and installer certifications.

3. All installations must be done by individuals certified by the manufacturer.

4. For horizontal and upwardly inclined adhesive installations, the installer shall be certified by an

ACI/CRSI Adhesive Anchor Installing Certification Program or equivalent.

5. Unless otherwise specified, do not drill holes in concrete or masonry until concrete, mortar, or grout has met Manufacturer's specifications.

6. Torque Controlled Anchors and Sleeve Anchors: Protect threads from damage during anchor installation. Set anchors to manufacturer's recommended torque, using a torque wrench.

Following attainment of 10% of the specified torque, 100% of the specified torque shall be reached within 7 or fewer complete turns of the nut. If the specified torque is not achieved within the required number of turns, the anchor shall be removed and replaced unless otherwise directed by the Engineer.

7. Screw Anchors: Install screw anchors to a snug tight condition unless noted otherwise.

8. Adhesive anchors: Clean all holes per manufacturer instructions to remove loose material and drilling dust prior to installation of adhesive. Inject adhesive into holes proceeding from the bottom of the hole and progressing toward the surface in such a manner as to avoid introduction of air pockets in the adhesive. Follow manufacturer recommendations to ensure proper mixing of adhesive components. Sufficient adhesive shall be injected in the hole to ensure that the annular gap is filled to the surface. Remove excess adhesive from the surface.

Shim anchors with suitable device to center the anchor in the hole. Do not disturb or load anchors before manufacturer specified cure time has elapsed.

9. Continuous special Inspection of post-installed anchors shall be provided as required by ICC- ES evaluation reports. This service shall be performed by personnel independent of the Manufacturer or Contractor so as to prevent a conflict of interest.

10. The Engineer or Architect of Record may require pullout or shear tests, in addition to Special Inspection, to determine the adequacy of anchors. A field testing program shall be established by the independent test laboratory and/or Engineer of Record and performed in accordance with appropriate ASTM test standards. Field tests shall be non-destructive whenever possible.

GENERAL POST INSTALLED ANCHOR NOTES

1. Post installed anchors shall only be used where specified on the construction documents. The contractor shall obtain approval from the Architect prior to installing post installed anchors in place of missing or misplaced cast-in-place anchors.

2. Unless otherwise noted in the drawings all post installed anchors are based on Hilti Corporation product information.

3. If the contractor wants to submit an alternate anchor they must provide sealed calculations atleast 2 weeks prior to product use. These calculations must show that the strength of the substituted anchor meets or exceeds the strength of the specified anchor at each application in the project where a substituted anchor is proposed, with consideration for combined stress and any applicable reduction factors

4. Within contract documents adhesive anchors may be generically referred to as epoxy anchors, where this occurs substitute the word epoxy with adhesive.

5. Adhesive anchors shall be installed in concrete having a minimum age of 21 days at time of anchor installation.

6. Mechanical anchors shall be installed in concrete having a minimum age of 7 days, and concrete having met minimum concrete compressive strength (f'c).

7. Anchorage to concrete shall be done by either expansion anchors or adhesive anchors.

8. Anchorage to solid masonry shall be done by either adhesive anchors or screw anchors see details for specific use.

9. Anchorage to hollow or multi-wythe masonry shall be done with screen anchors.

10. Provide ICC approved adhesive anchors based on the following:

A. Concrete Anchors -

• Automatic hole cleaning Hilti HIT-RE 500-V3 with HAS threaded rod or Hilti HIT

HY 200 Safe Set with HY200 HAS threaded rod

• No hole cleaning - Hilti HIT HY 200 Safe Set with HIT-Z or HIT-Z-R threaded rods.

B. Masonry anchor - Hilti HIT HY 270 with HAS-E rods

11. Provide ICC approved mechanical anchors based on the following:

A. Torque Control (TC) anchor - Hilti Kwik bolt TZ2 B. Sleeve anchor - Hilti HLC Sleeve anchor C. Screw anchor - Hilti Kwik HUS-EZ

12. See specifications for specific product information and installation instructions, and drawings for application use.

13. All installations shall be done by an individual certified by the manufacturer. Certifications shall be submitted to the special inspector prior to commencement of work.

14. All anchors shall be inspected as described in specifications.

15. Anchor capacity is dependant on anchor spacing and edge distances. Install bolts as detailed.

16. If anchors cannot be installed as detailed notify Architect for alternate connection detail.

17. Existing reinforcing bars in the concrete may conflict with specific anchor locations. Unless noted otherwise those bars are not to be cut. The contractor shall review the drawings and undertake a method to locate such bars.

PM/PE

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© 2026 Integrated Architecture All rights reserved No part of this drawing may be used or reproduced in any form or by any means, or stored in a database or retieval system, without prior written permission of Integrated Architecture 5/6/2026 1:46:21 PM Autodesk Docs://20251010 - Hartwick Pines/RS26_2512019_Hartwick Pines_Stru.rvt

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STRUCTURAL ABBREVIATION INDEX

ABBREV. ITEM

A/E Architect/Engineer AB Anchor Bolt/Column Anchor Rod ACIP Augered Cast In Place AESS Architecturally Exposed Structural Steel AFF Above Finished Floor ALT Alternate AP Anchor Plate ARCH Architectural BB Bond Beam BC Bottom Chord BCX Bottom Chord Extension BFF Below Finished Floor BL Brick Ledge BM Beam BO Bottom of BOS Bottom of Steel BP Bearing Plate BRG Bearing BT Bent C/C Center-to-Center CANT Cantilever CBP Column Base Plate CFMF Cold Formed Metal Framing CFMT Cold Formed Metal Truss CJ Construction Joint CJ Contraction Joint CJ Control Joint CJP Complete Joint Penetration Weld CL Centerline CLR Clear CMU Concrete Masonry Unit COL Column CONC Concrete CONN Connection, Connect CONT Continuous COORD Coordinate DA Deck Angle DB Deck Bar DBE Deck Bearing Elevation DIA, Ø Diameter DP Deck Plate DWG Drawing(s) EA Each EF Each Face EL Elevation EQ Equal ES Each Side EW Each Way EX Existing EXP Expansion EXT Exterior FD Floor Drain FDN Foundation FF Finished Floor FFE Finished Floor Elevation FP Foundation Pier FS Far Side FTG, F Footing FV Field Verify GA Gauge GALV Galvanized GB Grade Beam GS Grout Solid GT Girder Truss HD Hold Down Anchor HORZ Horizontal HP High Point HS Headed Stud HT Height ID Inside Diameter IF Inside Face

STRUCTURAL ABBREVIATION INDEX

ABBREV. ITEM

INT Interior JB Joist Bearing Elevation L Lintel L Angle LAT Lateral LD Load LF Linear Foot LG Long LLH Long Leg Horizontal LLV Long Leg Vertical LOC'N Location LP Low Point LT Light LW Long Way LWB Laminated Wood Beam MAX Maximum MCJ Masonry Control Joint MECH Mechanical MIN Minimum NS Near Side NTS Not To Scale O/O Out-to-Out OC On-Center OD Outside Diameter OF Outside Face OFD Overflow Drain OH Opposite Hand P Pier PAF Power Actuated Fastener PC Precast PEMB Pre-Engineered Metal Building PERP Perpendicular PL Plate PT Pressure Treated…