Bid Plans - Young SP Multi-Div Storage Bldg Re-Bid 751-23283-GAG 240703.pdf

PDF 4 MB Posted Jul 9, 2024

Attached to: 751/23283. GAG; Young State Park - Storage Building
Solicitation number: RFQ 171 240000000573 2
Issued by: Cass County, Michigan

About this file

Written by GovTribe AI · Mar 13, 2026

This file contains bid plans and construction documents for the Young State Park Multi-Divisional Storage Building project, a collaboration between the Michigan Department of Natural Resources (DNR) and the State of Michigan Department of Technology, Management and Budget (DTMB). The project involves the design and construction of a 4,000 square foot, single-story unheated storage facility located in Boyne City, Charlevoix County, Michigan (DTMB File No. 751/23283.GAG). The building is classified as S-2 occupancy (storage) with a 16-foot eave height and 26-foot ridge height, designed to accommodate multi-divisional storage needs for parks and recreation, fisheries, and related operations. Construction documents include architectural, structural, civil, and electrical plans prepared by Sidock Group, Inc., with structural engineering by Timber Tech Engineering, Inc. (Drawing E495-23). The project has undergone multiple review revisions dated January 18, 2024 (90% review), April 11, 2024, May 6, 2024 (bidding phase), and July 3, 2024 (final bidding phase).

The facility is designed to comply with the 2015 Michigan Building Code and incorporates pre-engineered metal building construction with a concrete slab-on-grade foundation, utilizing three-ply 2x8 glued laminated Southern Yellow Pine posts at eight-foot on-center spacing on concrete pier footings, wood trusses spaced eight feet on-center, and 28-gauge painted steel siding and roofing. Electrical work includes a 100-ampere, 120/240-volt, single-phase service with panel board, lighting systems featuring occupancy sensors and photocell controls, and both interior and exterior fixtures. The construction documents specify requirements for special inspections including concrete construction, soils verification, and reinforcing steel in accordance with the 2015 Michigan Building Code Table 1705.3. The project includes base bid and alternate deduct options, with the alternate reducing overall building length by one bay (eliminating one 10-foot overhead door). Bid sets include architectural, structural, civil, and electrical plans, with the building offering flexible interior divisioning for multiple department storage needs.

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Other files

File	Type	Posted
Bid Spec - Young SP Multi-Div Storage Bldg Re-Bid 751-23283-GAG 240703.pdf	PDF	Jul 9, 2024
Bid Advertisement - Young SP Multi-Div Storage Bldg Re-Bid 751-23283-GAG 240708.pdf	PDF	Jul 9, 2024
Addendum 01 751-23283-GAG Issued 07.09.2024.pdf	PDF	Jul 9, 2024

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VICINITY PLAN

NOT TO SCALE

PLAN

C S-

C O

S H

CS-01 COVER SHEET

GENERAL

SHEET INDEX

NO.

ELECTRICALLAKE

MICHIGAN

LAKE

SUPERIOR

LAKE

ERIE

LAKE

HURON

YOUNG STATE PARK

MULTI-DIVISIONAL STORAGE BLDG.

Part of Section 21, T. 33 N, R.W.

Boyne City, Charlevoix County, MI

DTMB File No.: 751/23283.GAG

Department of Natural Resources

.2 4-

O F

U R

E O

F M

A N

D C

O N

U C

N D

THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF

SIDOCK GROUP, INC. AND CANNOT BE REPRODUCED,

COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR

WRITTEN CONSENT OF SIDOCK GROUP, INC. 2024

D N

R /Y

O U

N G

M U

I-D

D G

Y, M

E-101 ELECTRICAL PLANS

S-1 FLOOR PLAN, DOOR SCHEDULE

S-2

FRAMING PLAN, DETAILSS-3

BUILDING SECTIONS

STRUCTURAL

NEW STORAGE FACILITY

C1.0 LEGEND AND CONSTRUCTION NOTES

CIVIL

C1.1 SITE DETAILS

C2.0 EXISTING CONDITIONS PLAN

C2.1 REMOVALS AND SESC PLAN

C3.0 SITE PLAN

C4.0 GRADING PLAN

Know what's below.

before you dig.Call

CS-02 CODE SHEET, ABBREVIATIONS

-9 0%

EXTERIOR ELEVATIONSS-4

SPECIFICATIONS & NOTESS-5

E-102 LIGHTING PLANS

A-101 FLOOR PLAN

ARCHITECTURAL

A-201 ELEVATIONS

A-401 SECTION

A-100 FOUNDATION PLAN

-B

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OAKLAND

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LAPEER

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ANTRIM

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GRAND TRAVERSE

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TUSCOLA

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WEXFORD

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LELANAU

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ARENAC

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BAY

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MISSAUKEE

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BENZIE

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HURON

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KALKASKA

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CRAWFORD

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OTSEGO

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CHALEVOIX

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MACKINAC

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EMMET

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CHEBOYGAN

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IOSCO

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OSCODA

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MONTMORENCY

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ROSCOMMON

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ALPENA

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CHIPPEWA

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LUCE

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ALCONA

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SCHOOLCRAFT

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MANISTEE

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OCEANA

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MUSKEGON

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MASON

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BERRIEN

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GOGEBIC

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DICKINSON

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MENOMINEE

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DELTA

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ST. CLAIR

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ONTONAGON

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IRON

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BARAGA

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HOUGHTON

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KEWEENAW

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ST. JOSEPH

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MARQUETTE

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ALGER

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MONROE

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MIDLAND

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BARRY

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HILLSDALE

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CASS

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KALAMAZOO

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BRANCH

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KENT

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LENAWEE

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CALHOUN

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GLADWIN

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OSCEOLA

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JACKSON

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ISABELLA

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GRATIOT

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VAN BUREN

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ALLEGAN

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OTTAWA

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INGHAM

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LIVINGSTON

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EATON

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GENESEE

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IONIA

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CLINTON

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WAYNE

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MECOSTA

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MACOMB

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NEWAYGO

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LAKE

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MONTCALM

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SAGINAW

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CLARE

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SANILAC

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WASHTENAW

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SHIAWASSEE

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OAKLAND

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LAPEER

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ANTRIM

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GRAND TRAVERSE

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TUSCOLA

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WEXFORD

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LELANAU

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ARENAC

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BAY

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MISSAUKEE

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BENZIE

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HURON

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KALKASKA

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CRAWFORD

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OTSEGO

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MACKINAC

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CHALEVOIX

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EMMET

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CHEBOYGAN

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IOSCO

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OSCODA

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OGEMAW

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MONTMORENCY

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ROSCOMMON

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ALPENA

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CHIPPEWA

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LUCE

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ALCONA

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TUEBOR

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KAB

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PRELIMINARY

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CONSTRUCTION

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FINAL RECORD

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DATE

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ISSUED FOR

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INDEX CODE

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PROJECT

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IDENTIFICATION NO.

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SHEET

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DESIGNED

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DRAWN

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CHECKED

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APPROVED

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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

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FACILITIES AND BUSINESS SERVICES ADMINISTRATION

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ADAM LACH, DIRECTOR

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SHEET TITLE:

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DESIGN PROFESSIONAL IN

RESPONSIBLE CHARGE

SIDOCK GROUP , INC.

GINTAUTAS A. GASKA, AIA

STATE OF MICHIGAN

LICENSE NUMBER #1301038501

DEFERRED DOCUMENTS STATEMENT

PLAN REVIEW

ITEM NO. AND/OR

SPECIFICATION

SECTION NO.

DESCRIPTION OF DEFERRED ITEMS THAT SHALL BE

SUBMITTED FOR REVIEW AND APPROVAL BY THE

CONTRACTOR TO THE JURISDICTION HAVING AUTHORITY.

THESE CONSTRUCTION DOCUMENTS WERE PREPARED FOR

COMPLIANCE WITH THE MICHIGAN CONSTRUCTION CODES IN EFFECT AT

THE TIME OF PERMIT SUBMITTAL. ALL ENGINEERS, CONTRACTORS AND

SUPPLIERS INVOLVED WITH THIS PROJECT SHALL COMPLY WITH THE

SAME CODES, ISSUED AND APPROVED CODE MODIFICATIONS AND/OR

LOCAL JURISDICTION CONSTRUCTION BOARDS OF APPEALS RULINGS

AND, WHENEVER REQUIRED, SHALL PROVIDE SHOP DRAWINGS AND

SUBMITTALS CLEARLY DESCRIBING COMPLIANCE TO THE REGISTERED

DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE FOR REVIEW AND

APPROVAL.

06 1753 FABRICATED WOOD TRUSSES

STATEMENT OF SPECIAL INSPECTIONS

(2015 MICHIGAN BUILDING CODE)

THE AREAS MARKED BELOW MUST HAVE SPECIAL INSPECTIONS

[ ] STRUCTURAL STEEL CONSTRUCTION (1705.2.1) - METAL BUILDING

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

[ ] MATERIAL VERIFICATION OF COLD-FROMED STEEL DECK (TABLE 1705.2.2 #1)

[ ] WELDING (1705.2.2 & TABLE 1705.2.2 #2)

[ ] COLD-FORMED STEEL DECK (1705.2.a) [ ] REINFORCING STEEL (1705.2.2.b)

[ ] COLD- FORMED STEEL TRUSSES (SPANNING 60'-O" OR GREATER (1705.2.2.2)

[X] CONCRETE CONSTRUCTION (1705.3 & TABLE 1705.3)

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

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

[ ] WELDING (TABLE 1705.3 #2)

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

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

[X] DESIGN MIX (TABLE 1705.3 #5)

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

[X] CONCRETE PLACEMENT (TABLE 1705.3 #7)

[ ] SHOTCRETE PLACEMENT (TABLE 1705.3 #7)

[X] CURING (TABLE 1705.3 #8)

[ ] PRESTRESSED (TABLE 1705.3 #9)

[ ] APPLICATION OF PRESTRESSING FORCES

[ ] GROUTING OF BONDED PRESTRESSING TENDONS/ SEISMIC

[ ] PRECAST ERECTION (TABLE 1705.3 #10)

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

[ ] FORMWORK (TABLE 1705.3 #12)

[ ] MASONRY CONSTRUCTION (MBC 1705.4 AND MASONRY STANDARD TMS 402- 11/ACI

530-11/ASCE 5-11), SEE ALSO EXCEPTIONS

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

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

[ ] LEVEL 'B' QUALITY ASSURANCE

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

TABLE 1.19.2 (I.E. EMPIRICAL OR PERSCRIPTIVE)

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

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

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

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

[ ] VERTICAL MASONRY FOUNDATION ELEMENTS. (1705.4.2)

[X] SOILS (1705.6 & TABLE 1705.6)

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

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

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

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

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

[ ] SPRAYED FIRE-RESISTANT MATERIALS (1705.13)

[ ] MASTIC & INTUMESCENT FIRE-RESISTANT COATINGS (1705.14)

[ ] EXTERIOR INSULATION & FINISH (EIFS) (1705.15 AND 1408.6)

[ ] WATER-RESISTIVE BARRIER COATING (1705.15.1)

[ ] FIRE RESISTANT PENETRATIONS AND JOINTS (1705.16)

[ ] PENETRATION FIRESTOPS (1705.16.1)

[ ] FIRE- RESISTANT JOINT SYSTEMS (1705.16.2)

[ ] SMOKE CONTROL (1705.17)

UNLESS OTHERWISE NOTED, THE GENERAL CONTRACTOR MUST COORDINATE AND

SCHEDULE ALL INSPECTIONS AND TESTING REQUIRED IN EACH SECTION OF THE

SPECIFICATION AND THE SPECIAL INSPECTIONS MARKED BELOW. NOTIFY EACH

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

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

AVAILABLE TO THE ARCHITECT FOR THEIR REVIEW. THE GENERAL CONTRACTOR

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

INSPECTIONS, TESTING AND SPECIAL INSPECTIONS.

[ ] SPECIAL CASES AS DETERMINED BY AHJ (1705.1.1)

CODE DATA

BUILDING CODE: MICHIGAN BUILDING CODE - 2015

MBC

CONSTRUCTION TYPE: VB

OCC. GROUP: S-2

HEIGHT: 1-STORY- 16'-0" EAVE HEIGHT / 26'-0" RIDGE HEIGHT

ALLOWABLE AREA: 13,500 S.F.

PROPOSED AREA: 4,000 S.F.

SITE DATA:

ZONING: STATE PARK

SITE AREA: 500+ ACRES

PARKING:

REQUIRED: N/A

PROVIDED: N/A

PLUMBING CODE: 2021 MPC

MECHANICAL CODE: N/A

ELECTRICAL CODE: MICHIGAN ELECTRICAL CODE - 2014, INCORPORATING THE 2014

NEC W/ 2014 MICHIGAN PART 8 RULES

FIRE CODE: N/A

ENERGY CODE: N/A - UNHEATED, NON-CONDITIONED

FIRE SUPPRESSION: N/R

FIRE ALARM: N/A

ACCESSIBILITY: N/R - NOT OPEN TO PUBLIC

@ AT

M MATCH

ACC. ACCESS

MEZZ. MEZZANINE

NO. NUMBER

B.F. BARRIER FREE

B.O.D. BOTTOM OF DECK

G GUTTER ELEVATION

BOT. BOTTOM

BRG. BEARING

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

OHD. OVERHEAD DOOR

COMP. COMPACTED

PEMB. PRE-ENGINEERED METAL BUILDING

CONC. CONCRETE

PERIM. PERIMETER

PLAM. PLASTIC LAMINATE

ID. INSIDE DIAMETER

P.S.F. POUNDS PER SQUARE FOOT

INV. INVERT

P.S.I. POUNDS PER SQUARE INCH

INSUL. INSULATED

R RADIUS OR RISER

ELEV. ELEVATOR

EQ. EQUAL

R.O. ROUGH OPENING

EWC. ELECTRIC WATER COOLER

LAV. LAVATORY

L.L. LIVE LOAD

L.L.H. LONG LEG HORIZONTAL

L.L.V. LONG LEG VERTICAL

CLR. CLEAR

CLG. CEILING

CL. CLASS

COL. COLUMN

E EAST

SQ. FT. SQUARE FEET / FOOT

ST. STAIN

STL. STEEL

THRESH. THRESHOLD

U.N.O. UNLESS NOTED OTHERWISE

VCT.

VERT. VERTICAL

W/ WITH

GYP. BD./ GB/ GWB GYPSUM WALLBOARD SYSTEMS

IOHD. INSULATED OVERHEAD DOOR

IRD. INSULATED ROLLING DOOR

MT. MARBLE THRESHOLD

PRE-FIN. PRE-FINISHED

TYP. TYPICAL

~ APPROXIMATELY

B/C BACK OF CURB OR

BOTTOM CHORD

B/B BACK TO BACK

B/ BOTTOM OF

B.O.C. BACK OF CURB

B.O.P. BOTTOM OF PIPE

C.B. CATCH BASIN

CMP. CORRUGATED METAL PIPE

C.O. CLEAN OUT

CPPP. CORRUGATED PERFORATED PLASTIC PIPE

U.P. UTILITY POLE

TD. TRENCH DRAIN

T/W TOP OF WALK

T/P TOP OF PAVEMENT

T/C TOP OF CURB OR

TOP CHORD

T/ TOP OF

IN. INCH / INCHES

GALV. GALVANIZE (D)

LVR. LOUVER

MH. MANHOLE

MAX. MAXIMUM

N NORTH

P.C. POINT OF CURVATURE

PT./ P PAINT (EXTERIOR, INTERIOR, TRANSPARENT

FINISHES)

PIV. POST INDICATOR VALVE

PROP. PROPOSED

E.C. EXPOSED CONCRETE

E.S. END SECTION

R.O.W. RIGHT OF WAY

RL. RAIL (ING)

RCP. REINFORCED CONCRETE

SC. SOLID CORE

S SOUTH

SFGL. SAFETY GLASS

SAN. FM. SANITARY FORCE MAIN

STW. STORM SEWER

EL. ELEVATION

INL. INLET

CENTER LINE

C.P. CENTER POINT

B.O.W. BOTTOM OF WALL

A.F.F. ABOVE FINISHED FLOOR

ABV. ABOVE

A.S.C. ABOVE SUSPENDED CEILING

ACFL. ACCESS FLOOR

A.P. ACCESS PANEL

ACPL. ACOUSTICAL PLASTER

A.C.T./ AT ACOUSTICAL CEILING TILE

ACP. ACRYLIC PLASTIC

A/C AIR CONDITIONING

ADDN'L ADDITIONAL

ADH. ADHESIVE

ADJ. ADJACENT

ADJT. ADJUSTABLE

AGG. AGGREGATE

A.B. ANCHOR BOLT

A.C.U. AIR CONDITIONING UNIT

ANC. ANCHOR, ANCHORAGE

ADDN. ADDITION

ANOD. ANODIZED

A.H.U. AIR HANDLING UNIT

ALT. ALTERNATE

AL. ALUMINUM

APT. APARTMENT

APPROX.APPROXIMATE

ARCH. ARCHITECT (URAL)

A.D. AREA DRAIN

ASB. ASBESTOS

ASPH. ASPHALT

A.T. ASPHALT TILE

A.C.M. ASBESTOS CONTAINING MATERIAL

AUTO AUTOMATIC

B.P. BACK PLASTER (ED)

BALC. BALCONY

BSMT. BASEMENT

B. BATHROOM

BPL. BEARING PLATE

BJT. BED JOINT

BR. BEDROOM

BM. BENCHMARK OR BEAM

BEL. BELOW

BVL. BEVELED

BIT. BITUMINOUS

BLK. BLOCK

BLKG. BLOCKING

BD. BOARD

B.S. BOTH SIDES

B.W. BOTH WAYS

B.O.F. BOTTOM OF FOOTING

BLVD. BOULEVARD

BRCG. BRACING

BC. BRICK

BRZ. BRONZE

BLDG. BUILDING

B.L. BUILDING LINE

B.U.R. BUILT UP ROOFING

BLKHD.BULKHEAD

BBD. BULLETIN BOARD

CAB. CABINET

CAD. CADMIUM OR CAD

CPT. CARPET TILE

CSMT. CASEMENT

C.I. CAST IRON

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

C.S. CAST STONE

CLK. CALK (ING) OR CAULK (ING)

CHT. CEILING HEIGHT

CEM. CEMENT

CPPL. CEMENT PLASTER (PORTLAND)

CM. CENTIMETER (S)

CER. CERAMIC

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

C.M.T. CERAMIC MOSAIC TILE

CHBD. CHALK BOARD

CHAM. CHAMFER

CR. CHROMIUN

CIR. CIRCLE

CONN. CONNECTION

CONST. CONSTRUCTION

CONT. CONTINUOUS OR CONTINUATION

CONTR. CONTRACT (OR)

C.L.L. CONTRACT LIMIT LINE

CNJ.

CONTROL JOINT

CPR. COPPER

C.G. CORNER GUARD

CLR. CLEAR (ANCE)

COMB. COMBINATION

COMPT.COMPARTMENT

COMPO.COMPOSITION (COMPOSITE)

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

CORID. CORRIDOR

COORD. COORDINATE (ION)

CIRC. CIRCUMFERENCE

CLS. CLOSURE

CORR. CORRUGATED

CTR. COUNTER

CFL. COUNTER FLASHING

C.S. COUNTER SINK

CTSK. COUNTERSUNK

CRS. COURSE (S)

CTYD. COURTYARD

CFT. CUBIC FOOT

CYD. CUBIC YARD

C.J.

CENTER TO CENTERC/C

CERT. CERTIFIED

DAMPERDPR.

DAMP PROOFINGDP.

DEAD LOADD.L.

DEMOLITION OR DEMOLISHDEMO

DEMOUNTABLEDMT.

DEPRESSEDDEP.

DETAILDET.

DIAGONALDIAG.

DIAMETERDIA.

DIMENSION (S)DIM.

DISPENSERDSP.

DIVISIONDIV.

DOUBLEDBL.

DOUBLE ACTIONDBLA.

DOUBLE HUNGDBLH.

DOVETAIL ANCHORDTA.

DOVETAIL ANCHOR SETDTS.

DOWEL (S)DWL.

DOWNDN.

CRG. CROSS GRAIN

DOWNSPOUTDS.

DRAIND.

DRAIN BOARDDRB.

DRAWERDWR.

DRINKING FOUNTAIND.F.

DUMB WAITERD.W.

DOOR HEADERD.H.

DOOR JAMBD.J.

DRAWINGDWG.

DOOR OPENINGD.O.

EACHEA.

EACH FACEE.F.

EACH WAYE.W.

ELECTRIC (AL)ELEC.

ELECTRICAL PANELE.P.

ENC. ENCLOSE (URE)

EQUIP. EQUIPMENT

ESC. ESCALATOR

EMER. EMERGENCY

EST. ESTIMATE

EXCA. EXCAVATE

EXH. EXHAUST

EXIST./ EX. EXISTING

EXMP. EXPANDED METAL PLATE

E.B. EXPANSION BOLT

E.J. EXPANSION JOINT

EXP EXPOSED

EXT. EXTERIOR

EXS. EXTRA STRONG

EXTR. EXTRUDE (R)

EXP. EXPANSION

EMBED. EMBEDMENT

F.O.W. FACE OF WALL

FB. FACE BRICK

F.O.C. FACE OF CONCRETE

F.O.F. FACE OF FINISH

F.O.M. FACE OF MASONRY

F.O.S. FACE OF STUD

F/F FACE TO FACE OR FINISHED FLOOR

F.F. FACTORY FINISH

FAS. FASTEN (ER)

FN. FENCE

FBD. FIBERBOARD

FIN. FINISH

F.S. FAR SIDE

FRC. FIRE RESISTANT COATING

FRT. FIRE RETARDANT

FIXT. FIXTURE

F.P. FIRE PROOF OR FIRE PLACE

FLG. FLASHING OR FLANGE

FHMS. FLATHEAD MACHINE SCREW

FHWS. FLATHEAD WOOD SCREW

FLX. FLEXIBLE

FLR. FLOOR (ING)

FLCO. FLOOR CLEANOUT

F.D. FLOOR DRAIN

FPL. FLOOR PLATE

FFL. FINISHED FLOOR LINE

F.A. FIRE ALARM

FBRK. FIRE BRICK

F.E. FIRE EXTINGUISHER (BRACKET)

F.E.C. FIRE EXTINGUISHER (CABINET)

F.H. FIRE HYDRANT

FHS. FIRE HOSE STATION

FHC. FIRE HOSE CABINET

FLUR. FLUORESCENT

FJT. FLUSH JOINT

FTG. FOOTING

FRG. FORGED

FND. FOUNDATION

FRMG. FRAME (ED) (ING)

FRZR. FREEZE (ER)

FRA. FRESH AIR

FS. FULL SIZE

F.B.O. FURNISHED BY OTHERS

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

FUT. FUTURE

FT. FEET

F.M. FIRE MAIN

FRP. FIBERGLAS REINFORCED PANEL(S)

GST. GLAZED STRUCTURAL PANEL

G.B. GRAB BAR

GD. GRADE OR GRADING

GRN. GRANITE

GRAT. GRATING

GVL. GRAVEL

G.F. GROUND FACE

GRT. GROUT

GPL. GYPSUM PLASTER LATH

GPT. GYPSUM TILE

H HIGH

H.C. HOLLOW CORE

HORIZ. HORIZONTAL

HDW./ HW

HY. HYDRANT

HJT. HEAD JOINT

HDR. HEADER

HTG. HEATING

HVAC. HEATING / VENTILATING /

AIR CONDITIONING

H.M. HOLLOW METAL

HK. HOOK

H.B. HOSE BIB

INT. INTERIOR

ILK. INTERLOCK

INTM. INTERMEDIATE

I.E. INVERT ELEVATION

IPS. IRON PIPE SIZE

JT. JOINT

JAN. JANITOR

JC. JANITOR CLOSET

KCP.

JF. JOINT FILLER

JST. JOIST

KEENE'S CEMENT PLASTER

KITCHEN

KICKPLATE

KITCHEN SINK

KNOCKOUT

KP.

KIT.

KS.

KO.

LBL. LABEL

LAD. LADDER

L.B. LAG BOLTS

LAM. LAMINATE (D)

LDRY. LAUNDRY

LAV. LAVATORY

L.H. LEFT HAND

L LENGTH

LT. LIGHT

LC. LIGHT CONTROL

LW. LIGHTWEIGHT

LWC. LIGHTWEIGHT CONCRETE

LTL. LINTEL

LMS. LIMESTONE

L.P. LOW POINT OR LIGHT POLE

LR. LIVING ROOM

MAS. MASONRY

M.O. MASONRY OPENING

MATL./ MAT MATERIAL

MECH. MECHANIC (AL)

M.C. MEDICINE CABINET

MIN. MINIMUM

MIR. MIRROR

MISC. MISCELLANEOUS

MOD. MODULAR

MLD. MOLDING OR MOULDING

MR. MOP RECEPTOR

MT. MOUNT (ED), (ING)

MOV. MOVEABLE

MULL. MULLION

NOM. NOMINAL

NMT. NON-METALLIC

N.I.C. NOT IN CONTRACT

N.T.S. NOT TO SCALE

N.S. NEAR SIDE

OPS. OPPOSITE

OHMS. OVAL HEAD MACHINE SCREW

OHWS. OVAL HEAD WOOD SCREW

OA. OVERALL

OH. OVERHEAD

PTR. PAPER TOWEL RECEPTOR

PAR. PARALLEL

PK. PARKING

PBD. PARTICLE BOARD

PTN. PARTITION

PV. PAVE (D), (ING)

PVMT. PAVEMENT

PED. PEDESTAL

PERF. PERFORATE (D)

PLAS./ PL PLASTER

PLATEPL

PT. POINT OR POINT TANGENT

POL. POLISH (ED)

PTC. POST TENSION CONCRETE

P.C.F. POUNDS PER CUBIC FOOT

P.L.F. POUNDS PER LINEAR FOOT

PCC. PRECAST CONCRETE

PSC. PRESTRESSED CONCRETE

P.L. PROPERTY LINE

PLATE GLASSPG.

PLUMINGPLBG.

PLYWOODPWD.

R.R. RAIL ROAD

REC. RECESS

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

REFR. REFRIGERATOR

REG. REGISTER

REINF. REINFORCE (D), (ING)

REM. REMOVE (ABLE)

RET. RETURN

RA. RETURN AIR

RVS. REVERSE (SIDE)

REF. REFERENCE

REV. REVISION (S), REVISED

R.H. RIGHT HAND

RVT. RIVET

RC. ROOF CONDUCTOR

RD. ROOF DRAIN OR

ROLLING DOOR

RFH. ROOF HATCH

RFG. ROOFING

RM. ROOM

SND. SANITARY NAPKIN DISPENSER

SNR. SANITARY NAPKIN RECEPTACLE

SCH. SCHEDULE (D)

SCN. SCREEN

SNT. SEALANT

STG. SEATING

SEC. SECTION

SS. SERVICE SINK

SHTH. SHEATHING

SHT. SHEET

SG. SHEET GLASS

SH. SHELF OR SHELVING

S & P SHELF AND POLE

SHO. SHORE (D), (ING)

SHWR. SHOWER

SIM. SIMILAR

SKL. SKYLIGHT

SL. SLEEVE

SD. SOAP DISPENSER

SP. SOUNDPROOF

SPC. SPACER

SPK. SPEAKER

SPL. SPECIAL

SPEC. SPECIFICATION (S)

SQ. SQUARE

STAG. STAGGERED

STD. STANDARD

STA. STATION

STO. STORAGE

SD. STORM DRAIN

STRU. STRUCTURAL

SCT. STRUCTURAL CLAY TILE

SUS. SUSPEND (ED)

SURF. SURFACE

SYM. SYMMETRY (ICAL)

SYN. SYNTHETIC

SYS. SYSTEM

TEMP. TEMPORARY

TKBD. TACK BOARD

TKS. TACK STRIP

TEL. TELEPHONE

TV. TELEVISION

TEMPGL. TEMPERED GLASS

TC. TERRA COTTA

TZ. TERRAZZO

THK. THICK (NESS)

THD. THREAD (ED)

T.O.C. TOP OF CONCRETE

T.O.S. TOP OF STEEL

T.O.W. TOP OF WALL

T.O.P. TOP OF PIER OR PIPE

TOL. TOLERANCE

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

T/S TOP OF SLAB

T/STL. TOP OF STEEL

TB. TOWEL BAR

TR. TRANSOM

T.O.F. TOP OF FOOTING

BRKT. BRACKET

GA. GAGE

H.R. HANDRAIL

INFO. INFORMATION

INCL. INCLUDE

J.B. JOIST BEARING

L.G. LONG

MFG. MANUFACTURING

MACH. MACHINE

O/O OUT TO OUT

OPG. OPENING

PEN. PENETRATION

PNL. PANEL

PREV. PREVIOUSLY

L.H. LOUVER HEADER

L.J. LOUVER JAMB

L.S. LOUVER SILL

LB.

LBS.

POUND

POUNDS

REQ'D. REQUIRED

W/O WITHOUT

U/S UNDERSIDE

WC. WATER CLOSET

VB. VAPOR BARRIER

WD. WOOD

QT. QUARRY TILE

QTY. QUANTITY

HT. HEIGHT

H.P. HIGH POINT

H.S.B. HIGH STRENGTH BOLT

WH. WATER HEATER

WP. WATER PROOF (ING)

WIN. WINDOW

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

W.W.M.

WELDED WIRE MESH

WM. WATER MAIN

WSF WELDED SEAM SHEET FLOORING

V.I.F. VERIFY IN FIELD

VIN. VINYL SHEET

T TREAD

YRD. YARD (S)

XS. EXTRA STRONG

ARCHITECTURAL DRAWING ABBREVIATIONS

AF ACCESS FLOORING

ADO AUTOMATIC DOOR OPERATOR

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

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

AWF ACOUSTICAL WALL FABRIC (TACKABLE)

AWP ACOUSTICAL WALL PANEL

BP BP BRICK PAVERS (UNIT PAVERS)

BR BR BRICK (UNIT MASONRY)

CP CARPET (WITHOUT CUSHION BROADLOOM)

EXISTING FINISH TO REMAINEFTR

EPY EPOXY (COATINGS)

ERF EPOXY RESINOUS FLOORING

GL GLASS (GLAZING)

IHM. INSULATED HOLLOW METAL

FF. FROST FREE

F/G FINISHED GRADE

LM LATEX MASTIC FLOORING

MTL. METAL

MC MULTI-COLOR COATING

NF NATURAL FINISH

PC. PIECE

PCP PORTLAND CEMENT PLASTER

PFW POLYPROPYLENE FABRIC WALLCOVERING

PUT POLYURETHANE

RAF RESILIENT ATHLETIC FLOORING

RB. RESILIENT BASE (RUBBER, VINYL)

RF RAISED RUBBER FLOORING

RSF RESILIENT SHEET FLOORING

SF SPECIAL FACED

ST STONE (CAST)

TT TERRAZZO TILE (PLASTIC MATRIX)

VP VENEER PLASTER

WB WALL BORDER

WS. WATER SERVICE

WR. WEATHER RESISTANT

CONSTRUCTION JOINT

CMU. CONCRETE MASONRY UNIT

ELECTRO-MECHANICAL CLOSER-HOLDEREMCH

MHO MAGNETIC HOLD-OPEN (WALL OR FLOOR MTD)

WEST,WIDTH OR WALLCOVERING

(VINYL COATED FABRIC)

RESILIENT TILE FLOORING

(VINYL COMPOSITION TILE)

WALLCOVERING PROTECTIVE

(RIGID PVC SHEET)

WELDED WIRE FABRIC/

WELDED WIRE REINFORCEMENT

HIGH BUILD GLAZED COATING

(SPECIAL COATING)

PRECAST (ARCHITECTURAL

PRECAST CONCRETE PANELS)

F.T. FULLY TEMPERED

SOUND ATTENUATION BATTSAB.

MANUF. MANUFACTURER

HARDWARE SET (FINISH OR

BUILDERS HARDWARE)

PRIMARY STRUCTURAL FRAME 0 HOUR

BUILDING ELEMENT FIRE RATINGS (MBC TABLE 601/602)

BEARING WALLS:

EXTERIOR 0 HOUR

INTERIOR 0 HOUR

NON-BEARING WALLS AND PARTITIONS:

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

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

INTERIOR 0 HOUR

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

FIRE RATING REQUIREMENTS

MBC/NFPA CONSTRUCTION TYPE - VB

FIRE RESISTANCE RATING REQUIREMENTS

WALL REQUIREMENTS

ROOF CONSTRUCTION AND

SECONDARY MEMBERS 0 HOUR

FURNACE ROOM W/ ANY PIECE OF EQUIP.

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

FLOOR CONSTRUCTION AND

SECONDARY MEMBERS 0 HOUR

ROOMS W/ BOILERS WHERE LARGEST PIECE

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

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

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

INCIDENTAL USES ONE HOUR* (PER MBC TABLE 509)MARK

EGRESS WIDTH CALCULATIONS

DOOR DESCRIPTION CLEAR OPENING

DESIGN OCCUPANT LOAD CALCULATIONS

ROOM

NO.

ROOM NAME ACTUAL FLOOR

AREA (GROSS, U.N.O.)

FLOOR AREA PER

OCC. (TABLE 1004.1.2)

OCC.

LOAD

EGRESS WIDTH PER OCCUPANT SERVED (PER MBC TABLE 1005.1)

STAIRWAYS: N/A

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

OTHER:

32" MIN. @ DOORS

44" MIN. CORRIDOR

DOOR DESCRIPTION

100 TRAILER PARKING 4,000 S.F. 300 S.F. 14

OCC. FACTOR =/ OCC. CAPACITY PROPOSED OCC.

SUBTOTAL OCCUPANTS = 14FI

0.2 165

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

TOTAL EGRESS WIDTH = 66" / 0.2 = 330 MAX. OCCUPANTS > 14 PROPOSED OCC. (OK)

33" (CLEAR MIN.)

>14/ 2 EXITS MIN.= 7 (PER REQ. EXIT)RESTRICTED ENT./ PUBLIC EXIT

RESTRICTED ENT./ PUBLIC EXIT

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

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

HEIGHT AND AREA REQUIREMENTS

AREA= 13,500 SF, AND HEIGHT = 40 FT PER MBC. TABLE 503

>14/ 2 EXITS MIN.= 7 (PER REQ. EXIT)

PLUMBING REQUIREMENTS

ROOM

NO.

ROOM NAME ACTUAL FLOOR

AREA (GROSS, U.N.O.)

FLOOR AREA PER

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

OCC.

LOAD

100 TRAILER PARKING 4,000 S.F. 200 S.F. 14

2021 MPC TABLE 403.1 - (1) WC, (1) LAV, (1) D.F. AND (1) S.SINK REQ'D

2021 MPC 403.3.3 - THE PATH OF TRAVEL TO REQ'D FACILITIES SHALL NOT EXCEED A

DISTANCE OF 500 FEET. DISTANCE TO EXISTING PARK OFFICE, WITH FACILITIES, IS 200 FT.

.2 4-

O F

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F M

A N

D C

O N

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N D

THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF

SIDOCK GROUP, INC. AND CANNOT BE REPRODUCED,

COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR

WRITTEN CONSENT OF SIDOCK GROUP, INC. 2024

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UNHEATED

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S-2 USAGE

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DESIGNED

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DRAWN

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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

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FACILITIES AND BUSINESS SERVICES ADMINISTRATION

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ADAM LACH, DIRECTOR

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SHEET TITLE:

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RESERVED

ONLY

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99'-8"

3'-73 4"12'-41

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

10'-41 2" 5'-71

2"5'-71 2"5'-111

9' -1

'-0

-1 0"

'-8

5'-83 4"

8'-0"8'-0"

3'-73 4"8'-0"

8'-0"8'-0"

10'-41 2" 3'-73

8'-0" 8'-0"

12'-41 4" 12'-41

5'-111 4" 5'-83

4"8'-0"

83'-8"

3'-73 4"12'-41

8'-0" 8'-0"

10'-41 2"5'-71

2"5'-111 4"9'

-1 0"

'-0

9' -1

'-8

5'-83 4"

8'-0"8'-0"

3'-73 4"8'-0"

8'-0"8'-0"

3'-73 4"

8'-0" 8'-0"

12'-41 4" 12'-41

5'-111 4" 5'-83

4"8'-0"

36" CONC. PIERS - SEE

STRUCTURAL DRAWINGS

FOUNDATION PLAN

NOTE: SEE STRUCTURAL FLOOR PLAN

FOR FOUNDATION SPECIFICATIONS

DENSE GRADED AGGREGATE ON

COMPACTED SUBBASE - SEE CIVIL

EDGE OF 4" SLAB ABV.

O F

U R

E O

F M

A N

D C

O N

U C

N D

THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF

SIDOCK GROUP, INC. AND CANNOT BE REPRODUCED,

COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR

WRITTEN CONSENT OF SIDOCK GROUP, INC. 2024

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SCALE: 14" = 1'-0"EDGE OF 6" CONC. APRON ABV.

SLAB EDGE ABV.

24" CONC. PIERS - SEE

STRUCTURAL DRAWINGS

-B

C L

CL CL

C L C L

-B

FOUNDATION PLAN

PLAN

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ALTERNATE

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SHEET TITLE:

100'-0"

3'-10"12'-0"

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

10'-0" 6'-0"5'-10"6'-11 4"

'-0

5'-103 4"

102'-0"

8'-0"8'-0"

3'-0" 3'-0"

12"

2' -0

12"

2' -0

115'-0"

'-0

15'-0"

'-0

4'-0"8'-41 4"

8'-0"8'-0"

10'-0" 4'-0"

8'-0" 8'-0"

12'-0" 12'-0"

6'-11 4" 5'-103

4"8'-0"

9'-10"

FISHERIES FISHERIES FISHERIESPARKS & REC PARKS & REC

84'-0"

3'-10"12'-0"

8'-0" 8'-0"

10'-0" 8'-41 4"5'-10"6'-11

4"10 '-0

'-0

5'-103 4"

86'-0"

8'-0"8'-0"

3'-0" 3'-0"

12"

2' -0

12"

2' -0

99'-0"

'-0

15'-0"

'-0

4'-0"

8'-0"8'-0"

4'-0"

8'-0" 8'-0"

12'-0" 12'-0"

6'-11 4" 5'-103

4"8'-0"

83'-8"

9'-10"

(3) 2x8 LAMINATED COLUMNS ON CONC.

PIERS - SEE STRUCTURAL DRAWINGS

FLOOR PLAN

NOTE: SEE STRUCTURAL FLOOR PLAN

FOR FOUNDATIONS

4" CONCRETE SLAB W/ 6"x6" 6 GA. WWR

ON 6 MIL VAPOR RETARDER ON

6" COMPACTED GRANULAR FILL MIN. w/

CONTROL JOINTS @ 15' O.C. MAX. EA. WAY

6" CONCRETE APRON - SEE

STRUCTURAL PLAN FOR REINFORCING

AND EDGE CONDITION

O F

U R

E O

F M

A N

D C

O N

U C

N D

THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF

SIDOCK GROUP, INC. AND CANNOT BE REPRODUCED,

COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR

WRITTEN CONSENT OF SIDOCK GROUP, INC. 2024

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PLAN

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SCALE: 14" = 1'-0"

EDGE OF ROOF OVERHANG

ADA

PARKING

SPACE

WD TRUSS ABV.

PARKING STRIPE

AND MARKING

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FIRE EXTINGUISHER

TRAILER PARKING

PLANS INDICATE MINIMUM REQUIREMENTS FOR FIRE

EXTINGUISHERS, PROVIDE ADDITIONAL EXTINGUISHERS

IF REQUIRED BY AUTHORITY HAVING JURISDICTION. FIRE

EXTINGUISHERS TO COMPLY WITH NFPA 10.- FIRE

EXTINGUISHER UNITS ARE N.I.C

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FLOOR PLAN

PLAN

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

ALTERNATE

ALTERNATE DEDUCT NOTE: THE OVERALL LENGTH OF

THE BUILDING IS REDUCED BY ONE BAY WITH THE

ELIMINATION OF ONE 10' OVERHEAD DOOR - THE PLAN IS

OTHERWISE THE SAME AS BASE BID.

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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

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FACILITIES AND BUSINESS SERVICES ADMINISTRATION

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ADAM LACH, DIRECTOR

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A-401

DOOR SCHEDULE *

MARK TYPE SIZE DESCRIPTION

1 METAL 3'-0" x 7'-0" w/ MTL FRAME, FIELD PAINT TO MATCH SIDING 2 OVERHEAD12'-0"x12'-0" FLUSH STEEL, COLOR TO MATCH SIDING 3 OVERHEAD10'-0"x12'-0" FLUSH STEEL, COLOR TO MATCH SIDING

* SEE SPECIFICATIONS D

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COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR

WRITTEN CONSENT OF SIDOCK GROUP, INC. 2024

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1 SOUTH ELEVATION

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METAL RIDGE

28 GA. METAL ROOF PANELS

28 GA. PAINTED STEEL SIDING

DRIP EDGE AND

ALUM. FACIA

METAL

RAKE

METAL

CORNER

TRIM

CONC. PIERS

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2 EAST ELEVATION

1/8"=1'-0"

CONC. PIERS

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3 NORTH ELEVATION

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4 WEST ELEVATION

1/8"=1'-0"

METER BASE

LIGHT

FIXTURE

3 2 2 1 5.

-B

3 2 7.

-B

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5 ALTERNATE - SOUTH ELEVATION

1/8"=1'-0"

3 2 22

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2x6 GIRTS - SEE STRUCT.

(2) 2x6 GIRTS (TIGHT TO

POST, GAP SHOWN FOR

FLASHING CLARITY ONLY)

28 GA. MIN PAINTED STEEL

SIDING

PREFINISHED GALV. METAL

FLASHING 12" BELOW

GRADE, EXTEND UP 4"

BEHIND SIDING (STAINLESS

STEEL/PREFIN. ALUM. ALSO

ACCEP.)

2" EXPANSION JOINT

24" or 36" DIA. CONCRETE

PIER FOOTING - SEE PLANS

NOTCH POST TO ACCEPT

TRUSS - SEE STRUCT.

SLOPE 18" PER FOOT MIN.

AWAY FROM STRUCTURE

6" CONCRETE APRON

- SEE STRUCT.

GRADE

4" CONC. SLAB W/ 6x6 6 GA.

WWF REINF.

VENTED SOFFIT

AND VENTED RIDGE

ALUM. FASCIA ON 2x6

CONTINUOUS FACE BD.

METAL DRIP EDGE

FULLY VENTED METAL ROOF ON HIGH-TEMP

UNDERLAYMENT ON 58" ROOF SHEATHING ON 2x4

WOOD PURLINS (ON EDGE) @ 16" O.C.

PERPENDICULAR TO ROOF FRAMING

- SEE STRUCTURAL DRAWINGS

METAL POST BASE BY MIDWEST (OR EQ.),

"STURDI-WALL WET-SET" MOD: SWP83GL TYP. w/

STRUCTURAL SCREWS @ EACH SIDE AND (2) 5/8"

DIAMETER THRU BOLTS W/ WASHERS AND NUTS

@ EACH POST, PER MANUF. (TYP) - SEE STRUCT.

(3 PLY) 2x8 SYP COMBINATION 49

OR BETTER GLULAM POSTS (TYP) -

SEE STRUCTURAL DRAWINGS

PRE-ENGINEERED TRUSSES

@ 8' O.C.

TOP GIRTS (TYP) - SEE

STRUCTURAL DWGS

NOTE: APRON SLAB TO BE FLUSH W/

INTERIOR SLAB FINISH FLOOR ELEVATION,

V.I.F.

6 MIL VAPOR RETARDER

'-0

6" GRANULAR FILL

BLOCKING - SEE STRUCT.

SEE STRUCT. FOR REBAR

DENSE GRADED AGG. -

SEE CIVIL DRAWINGS

SEE ROOF FRAMING PLAN

FOR BRACING

4' -8

APRON TO REST ON

PIER FOOTINGS WHEN

INCURRED

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COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR

WRITTEN CONSENT OF SIDOCK GROUP, INC. 2024

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ADAM LACH, DIRECTOR

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SHEET TITLE:

Floor Plan Scale 14" = 1'-0"

S-2 B

6'-11 4"

A S-2

8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 5'-103 4"

100'-0"

'-0

6'-11 4"3'-10"12'-0"12'-0"4'-0"12'-0"8'-41

16"10'-0"6'-0"

Extend all gable posts to top of top chord

12223

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

5'-10" 10'-0"

10'-0"

'-0

110'-0"

3 Ply 2x8 SYP combination 49 or better glulam post at 8' o/c, typical sidewalls

3 Ply 2x8 SYP combination 49 or better glulam post at 10' o/c, typical on endwalls

4'-0"5'-103 4"

36"Ø Concrete footing, typical at sidewalls

24"Ø Concrete footing, typical at endwalls

2 Ply 13 4"x24" 2.2E, 3200Fb or better

LVL header at 10' overhead doors 3 Ply 13

4"x24" 2.2E, 3200Fb or better LVL header at 12' overhead doors

V2 V1

K-brace, this location, see K-Brace Elevation for more information

4" Concrete slab w/ 6x6 6 ga. WWF

14"x16" Thickened concrete slab edge, See Concrete Slab Edge Detail

6" Concrete slab w/ 6x6 6 ga. WWF

8" Thickened slab edge

Door and Window Schedule ID Type Size Remarks

1 Exterior Door 3'-0"x6'-8"

2 Overhead Door 12'-0"x12'-0"

3 Overhead Door 10'-0"x12'-0"

Concrete Slab Edge Detail Scale 1" = 1'-0"

(4) #5 Continuous rebar

16"

3" 8"

Concrete slab

*Note:

Every other bar shall extend through control and construction joints. Cut one half of horizontal steel at these locations.

Controlled crack

Saw cut to a depth of 1" or

4D (whichever is greater) Place cut within 4-12 hours (once aggregate is set)

WWF*

Butyle caulking or other approved control joint filler

Floor Control Joint Detail Scale 3 4" = 1'-0"

Steel Panel Fastening Detail

Eaves, Ridge and Endlaps - Roof Purlins

Purlin bearing leg

28 Gage (or 29 ga.) painted galvanized steel

4" Formed width

36" Coverage

Intermediate Roof Purlins and siding

Side Lap

#10x11 2" screw typical

Wood framing

Note:

Steel panels are an integral part of the building structural design. Install as per manufacturers recommendations and these plans. Any deviation may be detrimental to structural performance.

THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF

SIDOCK GROUP, INC. AND CANNOT BE REPRODUCED,

COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR

WRITTEN CONSENT OF SIDOCK GROUP, INC. 2024

TTE DRAWING NUMBER: E495-23

Timothy R. Royer P.E. MI Cert # 40734 Expiration Date: 04-13-2026

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Cross Section A/S-2 Scale 14" = 1'-0"

Wood Truss 25,5,0,5 Loading, 8' o/c Brace per mfg. specs Pg = 30 psf

Ridge vent

2x4 SS SYP purlins on edge, 16" o/c, fasten to truss w/ (1) 60d R.S. nail

At post location, notch post to accept truss, fasten truss to post w/ (6)

16"x4" GRK RSS, screws, each

2x6 #2 or better SPF girts, 24" o/c max., fasten to post w/ (4) 16d R.S. nails each

28 Ga. painted steel siding

3 Ply 2x8 SYP combination 49 or better glulam post at 8' o/c, typical

2x4 "X" bracing on webs indicated, required at each endwall

2x4 Continuous lateral restraint on top of bottom chord at spacing required by truss manufacturer, See L-Brace Detail for more information

2x6 Face board

Aluminum fascia & vented soffit

6" Crushed stone

4" Concrete slab w/ 6x6 6 ga. WWF

2'-0"

'-0

"2 Ply 2x8 #2 or better SPF door jamb, ripped to fit, fasten together w/ 16d nails 8" o/c, staggered, fasten from each header w/ 16d nails, 10" o/c

3 Ply 13 4"x24" 2.2E, 3200Fb or better LVL headers, notch post to accept (1) ply, fasten double ply together w/ (3) rows of 516"x31

8" GRK RSS screws 18" o/c staggered, fasten double ply to post w/ (20) 516"x6" GRK RSS screws, fasten single ply to post w/ (20) 516"x4" GRK RSS screws, each

2x12 #1 SYP Door headers, fasten to post w/ (12) 16d nails

Concrete pier

SWP83GL Sturdi Wall bracket by Perma Columns, fasten to post per manufacturer specs.

6" Crushed stone

6" Concrete slab w/ 6x6 10 ga. WWF

(2) 2x6 SYP treated skirt boards, fasten to post w/ (5) 16d hot dip galvanized nails, each

28 Ga. painted metal roof over 5 8" OSB/plywood sheathing, fasten sheathing w/ 10d nails 6" o/c at panel edges & 12" o/c at intermediate framing

2 Ply 2x8 #1 SYP or better top girts, fasten to post w/

(8) 16d R.S. nails, each

2x6 #2 or better SPF flat continuous blocking at post/purlin connection, fasten to post w/ (1) 60d R.S. nail, fasten from purlin w/ 16d R.S.

nails 8" o/c, typical

2 Ply 2x6 #2 or better SYP truss tie down block, ripped to fit, one on each side of truss, fasten to truss w/ (3) 516"x4" GRK RSS screws, each,

(6) screws total, fasten from header w/ (8) 16d nails, each, (16) nails per tie down

Detail A-A/S-2

36"Ø

4' -0

(3) #4 Rebar stirrups, evenly spaced

(7) #5 Vertical rebar, evenly spaced

(2) 8"x30" #4 Rebar dowels, tie to vertical pier rebar

Detail B-B/S-3

28 Ga. painted metal roof over 5 8" OSB/plywood sheathing, fasten sheathing w/ 10d nails 6" o/c at panel edges & 12" o/c at intermediate framing

Trusses, 8' o/c

Fasten top and bottom chords of truss to each post w/ (6) 16d nails

Cross Section B/S-2 Scale 12" = 1'-0"

2x4 SS SYP purlins on edge, 16" o/c, fasten to truss w/ (1) 60d R.S. nail

3 Ply 2x8 SYP combination 49 or better glulam post at 8' o/c, typical

Fasten diagonal bracing to gable post & stub post w/ (10) 16d nails

2x6 Diagonal brace (approximately 45° slope) w/ 2x6 stiffener (flat) on top of brace, 8' o/c, fasten together w/ 16d nails 12" o/c, diagonal brace required at gable posts where truss exceeds 3'

LSTA15 Strap by Simpson Strong Tie, wrap from top of diagonal brace over top of top chord, fasten per manufacturer's specs.

28 Ga. painted steel siding

2x6 #2 or better SPF girts, 24" o/c max., fasten to post w/ (4) 16d R.S. nails each

(2) 2x6 SYP treated skirt boards, fasten to post w/ (5) 16d hot dip galvanized nails, each

Concrete pier

24"Ø

4' -0

SWP83GL Sturdi Wall bracket by Perma Columns, fasten to post per manufacturer specs.

(3) #4 Rebar stirrups, evenly spaced

(5) #4 Vertical rebar, evenly spaced

(2) 8"x30" #4 Rebar dowels, tie to vertical pier rebar

View 1 of Floor Plan Scale 12" = 1'-0"

3 Ply 2x8 glulam post

3 Ply 13 4"x24" 2.2E, 3200Fb or better LVL door headers, notch post to accept one ply, fasten double ply together w/ (3) rows of 516"x31

8" GRK

RSS screws, 18" o/c staggered, fasten double ply to post w/ (20) 516"x6" GRK RSS screws, fasten single ply to post w/ (20) 516"x4" GRK RSS screws, each

2 Ply 2x6 #2 SPF flat door jamb, ripped to fit, fasten together w/ 16d nails 8" o/c, staggered, fasten from each header w/ 16d nails 10" o/c

2 Ply 2x6 #2 or better SYP truss tie-down block, ripped to fit, one on each side of truss, fasten to truss w/ (3) 516"x4" GRK RSS screws, each, (6) screws total, fasten from headers w/ (8) 16d nails, each, (16) nails per tie down

2 Ply 2x8 #2 or better SPF top girts, fasten to sister plates w/ (4) 16d nails, each, (8) nails per girt

At post locations, notch post to accept truss, fasten truss to post w/ (6) 516"x4" GRK RSS screws, each

2 Ply 2x8 #2 or better SYP sister plates, ripped to fit, fasten to posts w/ 516"x6" GRK RSS screws 6" o/c staggered

2x6 #2 or better SYP bearing block, ripped to fit, fasten from each header w/ (8) 16d nails, each

2x12 #1 SYP Door headers, fasten to post w/ (12) 16d nails

12' Wide Overhead Door Header Detail

SWP83GL Bracket Scale 1" = 1'-0"

32"

2" 31

32"

8"45 8" 65

Sturdi-Wall Plus Bracket by Perma-Column

View 2 of Floor Plan Scale 12" = 1'-0"

3 Ply 2x8 glulam post

2 Ply 13 4"x24" 2.2E, 3200Fb or better

LVL door headers, fasten ply to post w/ (20) 516"x4" GRK RSS screws, each

2 Ply 2x8 #2 SPF flat door jamb, ripped to fit, fasten together w/ 16d nails 8" o/c, staggered, fasten from each header w/ 16d nails 10" o/c

2 Ply 2x8 #2 or better SYP truss tie-down block, ripped to fit, one on each side of truss, fasten to truss w/ (3) 516"x4" GRK RSS screws, each, (6) screws total, fasten from headers w/ (8) 16d nails, each, (16) nails per tie down

2 Ply 2x8 #2 or better SPF top girts, fasten to sister plates w/ (4) 16d nails, each, (8) nails per girt

At post locations, notch post to accept truss, fasten truss to post w/ (6) 516"x4" GRK RSS screws, each

2 Ply 2x8 #2 or better SYP sister plates, ripped to fit, fasten to posts w/ 516"x6" GRK RSS screws 6" o/c staggered

2x8 #2 or better SYP bearing block, ripped to fit, fasten from each header w/ (8) 16d nails, each

2x12 #1 SYP Door headers, fasten to post w/ (12) 16d nails

10' Wide Overhead Door Header Detail

2x6 Face board

Aluminum fascia & vented soffit 2'-0"

3 Ply 13 4"x24" 2.2E, 3200Fb or better LVL headers, notch post to accept (1) ply, fasten double ply together w/ (3) rows of 516"x31

8" GRK RSS screws 18" o/c staggered, fasten double ply to post w/ (20)

16"x6" GRK RSS screws, fasten single ply to post w/ (20) 516"x4" GRK RSS screws, each

2x6 #2 or better SPF flat continuous blocking at post/purlin connection, fasten to post w/ (1) 60d R.S. nail, fasten from purlin w/ 16d R.S.

nails 8" o/c, typical

2 Ply 2x6 #2 or better SYP truss tie down block, ripped to fit, one on each side of truss, fasten to truss w/ (3) 516"x4" GRK RSS screws, each,

(6) screws total, fasten from header w/ (8) 16d nails, each, (16) nails per tie down

Detail A-A/S-2 Scale 1" = 1'-0"

THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF

SIDOCK GROUP, INC. AND CANNOT BE REPRODUCED,

COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR

WRITTEN CONSENT OF SIDOCK GROUP, INC. 2024

TTE DRAWING NUMBER: E495-23

Timothy R. Royer P.E. MI Cert # 40734 Expiration Date: 04-13-2026

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Trusses, 8'-0" o/c

2x4 Diagonal bracing on top of bottom chord

2x4 Corner bracing on bottom of top chord, each corner

2x4 Continuous lateral restraint on top of bottom chord at spacing required by truss manufacturer

2x4 "X" Bracing on webs indicated (see detail) 24" Overhang

Roof Framing Plan Scale 18" = 1'-0"

12" Overhang

5'-10"6'-01 2"

3 Ply 2x8 SYP combination 49 or better glulam k-brace, fasten each end to post w/ (3) 14"x41

2" and (3)

4"x6" SDS Simpson screws, counter sink to ensure 23

4" penetration into postDetail C-C/S-3

K-Brace Elevation Scale 12" = 1'-0"

Detail D-D/S-3

Detail E-E/S-3

Glulam post

Trusses not shown for clarity

Scale 1" = 1'-0"

3 Ply 2x8 SYP combination 49 or better glulam k-brace

(3) 14"x6" SDS screws and

(3) 14"x41

2" SDS screws, counter sink to provide

4" penetration into post

Scale 1" = 1'-0"

(3) 14"x6" SDS screws and

(3) 14"x41

2" SDS screws, counter sink to provide

4" penetration into post

Detail E-E/S-3 Scale 1" = 1'-0"

(3) 14"x6" SDS screws and

(3) 14"x41

2" SDS screws, counter sink to provide

4" penetration into post

4"Glulam post

3 Ply 2x8 SYP combination 49 or better glulam k-brace

Glulam post

Detail C-C/S-3 Detail D-D/S-3

Note:

All bracing shown is on the top of the truss bottom chord

Trusses 8'-0"Trusses 8'-0"

8'-0"

(Across (2) Trusses)

8'-0"

Plan View (Lateral Restraint End Lap Detail)

Scale 1" = 1'-0" Scale 14" = 1'-0""X" Bracing Detail

"X" Bracing Detail Scale 14" = 1'-0"Plan View Scale 14" = 1'-0"

Eave of building, fasten diagonal bracing to top of truss bottom chord w/ (2) 16d nails

Truss bottom chord

Lateral restraint at truss panel point

Truss bottom chord

Diagonal bracing on top of truss bottom chord, fasten w/

(2) 16d nails at each location

Ceiling line

Truss web Roof line

Top chord Truss

Bottom chord

2x4 "X brace (place one on top and one on bottom of web), fasten to truss w/ (2) 16d nails

Bottom chord

Truss

2x4 "X brace, fasten to truss and at center intersection w/

(2) 16d nails

Top chordRoof line

Truss Web

Ceiling lineLateral restraint overlap 1" minimum from centerline of nail, typical

2x4 #2 SPF Lateral restraint, flat, fasten to truss bottom chord w/ (2) 16d nails, each truss

2x4 Lateral web restraint (quantity and location as specified by truss manufacturer)

(Diagonal Brace Detail for Widely Spaced Lateral Restraints)

Roof Framing Line Legend

Ridge Line

Diagonal Bracing

Corner Bracing

"X" Bracing

Lateral Restraint

Overhang

Trusses

Draftstopping

Important Note:

The contractor shall install additional temporary bracing on trusses, walls, supports, and posts during building construction.

This is the start of the file's text. The full file is on GovTribe.

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