260623_-_TARTA_10_-_Bid_Set_1_of_1.pdf
PDF 29 MB Posted
- Attached to
- TARTA Central Apron Fencing Project
- Solicitation number
- 2026-REQ-060
- Issued by
- Lucas County, Ohio
About this file
This is a bid set of architectural, civil, structural, landscape, and electrical construction drawings for the Toledo Area Regional Transit Authority (TARTA) Central Avenue Garage Site Improvements project located at 1127 Central Avenue, Toledo, Ohio. The project involves comprehensive site improvements including pavement and grading work, traffic control for crosswalk improvements, landscape enhancements with new tree and shrub plantings, a new bus shelter structure, gate specifications, and electrical infrastructure. The bid set includes base bid and alternate bid options for pavement improvements, with detailed plans for demolition, site preparation, grading, and landscape design featuring the installation of shade trees, ornamental shrubs, and groundcover plantings. The architectural scope encompasses a new bus shelter with composite metal panels, aluminum curtain walls, skylights, and LED signage. Structural work includes a reinforced concrete slab-on-grade foundation with steel framing for the shelter structure and architectural exposed structural steel (AESS Level 4) design requirements. The electrical work provides power to new light pole fixtures, wall-mounted lights, gates, control systems, and the bus shelter with provision for 277-volt branch circuits and weatherproof receptacles.
The project team includes Richard L. Bowen & Associates Inc. as architect, DGL Consulting Engineers LLC as civil engineer, HEAPY as electrical engineer, and EDGE as landscape architect. The drawings are dated June 16, 2026 for the bid and permit set, with a 100 percent construction documents set dated June 5, 2026. Design specifications require all construction to conform to current International Building Code, Ohio Building Code, ACI 318, AISC 360, and AISI standards. Structural steel is specified as ASTM A500 Grade B tubes with ASTM A36 rolled angles and plates. Concrete slabs on grade require 4,000 PSI with 6 percent maximum air entrainment. The project notes indicate a requirement for a project labor agreement (PLA) and specifies that contractors must verify existing conditions, locate all utilities prior to work commencement, and follow manufacturer installation procedures. No soils report was prepared; designs are based on minimum Ohio Building Code requirements with footings and slabs bearing on competent native soil or approved engineered fill with a design net allowable bearing pressure of 1,500 PSF.
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Other files
| File | Type | Posted |
|---|---|---|
| 260623_-_TARTA_10_-_Manual_1_of_1.pdf | ||
| Declaration_of_Non-Collusion_SH.pdf | ||
| Lobbying_Certifcation_.pdf |
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Text version
TARTA - TOLEDO AREA REGIONAL TRANSIT AUTHORITY
1127 CENTRAL AVE
TOLEDO, OH 43610
Contact Person: Rick Bailey
RICHARD L. BOWEN & ASSOCIATES INC.
2019 CENTER STREET, SUITE 500
CLEVELAND, OHIO 44113
216.491.9300 (PH)
Contact Person: Ken Emling
ARCHITECT
OWNER
ELECTRICAL ENGINEER
HEAPY
1422 EUCLID AVE, SUITE 1162
CLEVELAND, OHIO 44115
216.862.5846 (PH)
Contact Person: Tim Krzywicki
CIVIL ENGINEER
DGL Consulting Engineers, LLC 6060 Rockside Woods Blvd N, Suite 215
INDEPENDENCE, OHIO 44131
440.387.4113 (PH)
Contact Person: Kyle Layton
EDGE
33 SOUTH MICHIGAN STREET, SUITE 100
TOLEDO, OHIO 43604
419.255.5335 (PH)
Contact Person: Tim Bockbrader
LANDSCAPE ARCHITECT
1. ALL EXISTING CONDITIONS TO BE VERIFIED PRIOR TO COMMENCEMENT OF WORK. IN
THE EVENT OF ANY DISCREPANCIES, REPORT SAID ANOMALIES TO THE ARCHITECT.
2. LOCATE ALL EXISTING UTILITIES AND SERVICES PRIOR TO START OF WORK.
3. ADHERE TO ALL ACCEPTED INDUSTRY PRACTICES.
4. FOLLOW ALL INSTALLATION PROCEDURES PER MANUFACTURER'S INSTRUCTIONS.
5. DO NOT SCALE DRAWINGS. NOTIFY ARCHITECT FOR ALL DIMENSION QUESTIONS.
6. DIMENSIONS ARE FROM THE FACE OF MASONRY FOR MASONRY WALLS, U.N.O.
7. FOR GYPSUM WALLS, DIMENSIONS ARE TO FACE OF GYPSUM BOARD, U.N.O.
8. FOR EXISTING WALLS, DIMENSIONS ARE TO EXISTING WALL FACE, U.N.O.
9. DIMENSIONS WITH “HOLD, MIN, MAX, CLEAR” ARE TO FINISHED FACE, U.N.O.
ISSUES AND REVISIONS
DateNo.
NOTICE
THIS ARCHITECTURAL AND
ENGINEERING DRAWING IS GIVEN
IN CONFIDENCE. NO USE OR
DISSEMINATION MAY BE MADE
WITHOUT PRIOR WRITTEN
CONSENT OF THE ARCHITECT.
ALL RIGHTS ARE HEREBY
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DRAWING NO.
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DRAWN BY:
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Central Avenue Garage Site Improvements 6/16/2026
1127 Central Ave., Toledo, OH 43610BID SET
DRAWING INDEX
NUMBER NAME
GENERAL
CS COVER SHEET
CIVIL
C0.1 CIVIL NOTES
CD1.1 DEMOLITION PLAN - PAVEMENT IMPROVEMENTS
C1.1 SITE PLAN - PAVEMENT IMPROVEMENTS - BASE BID
C1.2 SITE PLAN - PAVEMENT IMPROVEMENTS - ALTERNATE BID
C2.1 GRADING PLAN - PAVEMENT IMPROVEMENTS - BASE BID
C2.2 GRADING PLAN - PAVEMENT IMPROVEMENTS - ALTERNATE BID
C2.10 TRAFFIC CONTROL - CROSSWALK IMPROVEMENTS
C5.0 GATE SPECIFICATIONS
LANDSCAPE
L1.1 LANDSCAPE PLAN
ARCHITECTURAL
A1.1 BUS SHELTER PLANS
A3.1 BUS SHELTER ELEVATIONS
A5.1 BUS SHELTER SECTIONS
A5.2 BUS SHELTER DETAILS
STRUCTURAL
S0.1 STRUCTURAL NOTES & SPECIFICATIONS
S1.1 FOUNDATION PLAN & DETAILS
S1.2 STRUCTURAL FRAMING PLAN & DETAILS
ELECTRICAL
E001 ELECTRICAL ABBREVIATIONS, SYMBOLS, LEGENDS, NOTES
ES100 ELECTRICAL SITE PLAN
E002 ELECTRICAL SINGLE LINE, PANEL SCHEDULES & DETAILS
E003 ELECTRICAL LIGHTING SCHEDULES & DETAILS
GENERAL PROJECT NOTES INDEX OF DRAWINGS
SITE LOCATION MAP
PROJECT TEAM
PROJECT SITE
06/05/26 100% CONST. DOCS
6/16/26 BID & PERMIT SET
BID & PERMIT SET
ISSUES AND REVISIONS
DateNo.
NOTICE
THIS ARCHITECTURAL AND
ENGINEERING DRAWING IS GIVEN
IN CONFIDENCE. NO USE OR
DISSEMINATION MAY BE MADE
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ALL RIGHTS ARE HEREBY
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GENERAL NOTES
EARTHWORK
GENERAL UTILITY NOTES
STORM SEWERS
STRUCTURAL CONCRETE
MANUFACTURED INLET FILTER INLET FILTER SPECIFICATIONS
MECHANICAL
PROPERTIES
TEST
METHOD MARV
SECTION
SEEDING AND MULCHING
CONCRETE PAVEMENT SECTION
ASHPHALT PAVEMENT SECTION
REINFORCED CONCRETE SECTION
CONCRETE SIDEWALK SECTION
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06.05.261 CD Set
06.16.262 Bid & Permit
S.B.M #1
DGL CP#501
DGL CP#300
DGL CP#503
TOLEDO AREA REGIONAL TRANSIT AUTHORITY
18-39847
VOL. 2002, PG 598
14.903 ACRES
CENTRAL AVENUE
ISSUES AND REVISIONS
DateNo.
NOTICE
THIS ARCHITECTURAL AND
ENGINEERING DRAWING IS GIVEN
IN CONFIDENCE. NO USE OR
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TOLEDO AREA REGIONAL TRANSIT AUTHORITY
18-39847
VOL. 2002, PG 598
14.903 ACRES
CENTRAL AVENUE
ISSUES AND REVISIONS
DateNo.
NOTICE
THIS ARCHITECTURAL AND
ENGINEERING DRAWING IS GIVEN
IN CONFIDENCE. NO USE OR
DISSEMINATION MAY BE MADE
WITHOUT PRIOR WRITTEN
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18-39847
VOL. 2002, PG 598
14.903 ACRES
CENTRAL AVENUE
ISSUES AND REVISIONS
DateNo.
NOTICE
THIS ARCHITECTURAL AND
ENGINEERING DRAWING IS GIVEN
IN CONFIDENCE. NO USE OR
DISSEMINATION MAY BE MADE
WITHOUT PRIOR WRITTEN
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June 16, 2026
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18-39847
VOL. 2002, PG 598
14.903 ACRES
CENTRAL AVENUE
ISSUES AND REVISIONS
DateNo.
NOTICE
THIS ARCHITECTURAL AND
ENGINEERING DRAWING IS GIVEN
IN CONFIDENCE. NO USE OR
DISSEMINATION MAY BE MADE
WITHOUT PRIOR WRITTEN
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18-39847
VOL. 2002, PG 598
14.903 ACRES
CENTRAL AVENUE
ISSUES AND REVISIONS
DateNo.
NOTICE
THIS ARCHITECTURAL AND
ENGINEERING DRAWING IS GIVEN
IN CONFIDENCE. NO USE OR
DISSEMINATION MAY BE MADE
WITHOUT PRIOR WRITTEN
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ALL RIGHTS ARE HEREBY
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NOTICE
THIS ARCHITECTURAL AND
ENGINEERING DRAWING IS GIVEN
IN CONFIDENCE. NO USE OR
DISSEMINATION MAY BE MADE
WITHOUT PRIOR WRITTEN
CONSENT OF THE ARCHITECT.
ALL RIGHTS ARE HEREBY
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PROFESS IONAL ENG
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EG I S T ERED
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June 16, 2026
RETAINING WALL
LAWN
LAWN
LAWN
REPAIR LAWN
REPAIR LAWN
EXISTING PLANTING TO REMAIN
REPLACE 2 EXISTING TREES
WITH (3) SHADE TREES
CENTRAL AVE
TARTA BUS GARAGE
LAWN LAWN
LAWN
PARKING
PARKING
INOUT
BUS SHELTER
DEMO PORTION OF
WALK (CIVIL DEMO
PLANS)
REMOVE STUMP
UH
DS
AG
DS
DS
AG
PVS
JP
JP
HB
LAWN
LIMIT OF WORK
LI
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LAWN
4 4
BUS SHELTER
JP
EXISTING PAVED PADS
PREPERATION AREA - PLAN VIEW
5'
2'
0"
5'
M
IN
3x ROOTBALL - MIN.
5' DIA. MULCH RING
5' SQ. MIN. PREPARED AREA
EXISTING GRADE
NOTES:
1. REMOVE EXCESS SOIL FROM ROOTBALL TO EXPOSE ROOT FLARE AND
TRIM ANY SECONDARY/ADVENTITIOUS, GIRDLING AND POTENTIAL
GIRDLING ROOTS WITH CLEAN, SHARP PRUNING TOOLS.
2. 25' S.F. RIPPED AREA MIN. (SHOWN) - ODNR SUGGESTS 100 SQ. FT.
(10'X10')
ADJACENT LAWN OR PLANTING
BED - SEE PLAN
25 SQ. FT. MIN. PER TREE
PREPARED AREA - TYP.
TREE IN CENTER OF SPACE - TYP.
5' DIA. MULCH RING
USE 2 HARDWOOD STAKES AND OPPOSING
FLEXIBLE TIES WHEN STAKING IS NECESSARY
LAYER HARDWOOD BARK MULCH, KEEP MULCH 3" BACK
FROM TRUNK WITH 1" OF TOP-DRESSING OF EPA RATER
CLASS IV COMPOST FOR ENTIRE MULCH RING AREA
RIPPED NATIVE SOIL AMENDED WITH 2" DEPTH OF COMPOST
AND TILLED TO A DEPTH OF 10" - MIX THOROUGHLY
24" DEPTH OF RIPPED NATIVE SOIL
REMOVE ALL METAL TIES, ROPES, ETC. ENTIRELY
FROM ROOTBALL, AS WELL AS, THE TOP TWO-THIRDS
OF THE WIRE BASKET & BURLAP(IF ANY)
SET BALL ON FIRMLY PACKED SOIL BASE TO PREVENT
SETTLING - TOP OF ROOTBALL TO BE 2" ABOVE FINISHED
GRADE
BACKFILL TREE EXCAVATION WITH
EXCAVATED SOIL FROM HOLE
EXISTING UNDISTURBED NATIVE SOIL - DRIVE
STAKES 18" MIN. INTO UNDISTURBED SOIL
AS SPECIFIED
NOTES:
1. TOP OF ROOT BALL TO BE 2"-3" ABOVE ADJACENT FINISH
GRADE
2. REMOVE ROPE AND BURLAP FROM TOP 1/3 OF ROOT BALL.
CUT TOP 1/3 OF WIRE BASKET FROM ROOT BALL. REMOVE
ALL LABELS,TAGS OR OTHER FOREIGN MATERIALS FROM
LIMBS.
UNDISTURBED SOIL OR COMPACTED BACKFILL
EXISTING SOIL
BACKFILL PLANTING MIX
FINISH GRADE
HARDWOOD BARK MULCH
BUS SHELTER
Scale: 1" = 20' - 0" Landscape Plan1
PLANTING CONSTRUCTION NOTES:
CONTRACTOR SHALL REVIEW THE EXISTING
IRRIGATION SYSTEM AND VERIFY THAT
ADEQUATE COVERAGE IS PROVIDED FOR
PROPOSED PLANT MATERIAL. THE EXISTING
SYSTEM SHALL BE EVALUATED BY A QUALIFIED
IRRIGATION DESIGN PROFESSIONAL AND
MODIFIED AS NECESSARY TO ENSURE FULL
IRRIGATION. COVERAGE OF ALL NEW AND
EXISTING PLANTING AREAS.
EXISTING TREE TO BE REMOVED & PREPARE
SURFACE FOR NEW PLANTING
REPAIR LAWN AREA, FILL VOIDS WITH
TOPSOIL AS REQUIRED AND MEET ADJACENT
SURFACES FLUSH. PROVIDE POSITIVE
DRAINAGE ACROSS ALL SURFACES.
NEW LAWN AREA, FILL AREA WITH TOPSOIL,
AS REQUIRED TO BRING TO GRADE,
PROVIDING TOPSOIL ON TOP 6" AND
MEETING ADJACENT SURFACES FLUSH.
PROVIDE POSITIVE DRAINAGE ACROSS ALL
SURFACES.
LANDSCAPE AREA, PROVIDE MINIMUM DEPTH
OF 18" SOIL MIX. SEE SPECIFICATIONS FOR
SOIL MIX. HOLD TOP OF SOIL DOWN 3"
FROM TOP OF CURB AND/OR ADJACENT
PAVEMENT TO ALLOW FOR INSTALLATION OF
MULCH. PROVIDE POSITIVE DRAINAGE
ACROSS ALL SURFACES.
ISSUES AND REVISIONS
DateNo.
NOTICE
THIS ARCHITECTURAL AND
ENGINEERING DRAWING IS GIVEN
IN CONFIDENCE. NO USE OR
DISSEMINATION MAY BE MADE
WITHOUT PRIOR WRITTEN
CONSENT OF THE ARCHITECT.
ALL RIGHTS ARE HEREBY
SPECIFICALLY RESERVED.
DRAWING NO.
RLB NO.:
CHECKED BY:
DRAWN BY:
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Description
© RICHARD L. BOWEN + ASSOCIATES, INC.
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1 03.16.26 25% SD SET
PLANT SCHEDULE
ABV BOTANICAL NAME COMMON NAME QUANTITY SIZE SPACING
TREES
UH Ulmus 'Homestead' Homestead Elm 3 2" CAL.
AG Acer griseum Paperbark Maple 6 2" CAL.
SHRUBS
DS Diervilla splendens 'G2X885411' Kodiak Red Diervilla 19 3 GAL. AS SHOWN
JP Juniperus x pfitzeriana 'Sea Green' Sea Green Juniper 96 3 GAL. 30" O.C.
GRASSES & GROUNDCOVERS
PVS Panicum virgatum 'Shenandoah' Shenandoah Switch Grass 8 3 GAL. AS SHOWN
HB Hemerocallis 'Big Time Happy' Big Time Happy Daylily 78 1 GAL. 18" O.C.
Scale: 1/4" = 1' - 0" TREE PLANTING DETAIL2 Scale: 1/4" = 1' - 0"
SHRUB PLANTING DETAIL3 Scale: 1/4" = 1' - 0"
GROUNDCOVER PLANTING DETAIL4
GENERAL NOTES:
1. EXAMINE FINISH SURFACE, GRADES, TOPSOIL
QUALITY AND DEPTH. DO NOT START ANY WORK
UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN
CORRECTED. VERIFY LIMITS OF WORK BEFORE
STARTING.
2. CONTRACTOR IS RESPONSIBLE FOR COST OF
REPAIRS TO EXISTING CONDITIONS WHEN
DAMAGED BY CONTRACTOR. REPAIR DAMAGES
TO THE SATISFACTION OF THE OWNER.
3. ALL PLANT MASSES TO BE CONTAINED WITHIN 3"
DEEP HARDWOOD BARK MULCH BED.
4. CONTRACTOR SHALL MAINTAIN POSITIVE
DRAINAGE IN ALL LAWN AREAS.
5. FINE GRADE LAWN AREAS TO PROVIDE A SMOOTH
AND CONTINUAL GRADE FREE OF IRREGULARITIES
OR DEPRESSIONS.
6. CONTRACTOR SHALL SEED ALL AREAS DISTURBED
DURING CONSTRUCTION, SEE PLAN.
7. ALL PLANTS SHALL MEET OR EXCEED STANDARDS SET
IN THE U.S.A. STANDARD FOR NURSERY STOCK.
8. ALL PLANTING OPERATIONS SHALL ADHERE TO THE
AMERICAN ASSOCIATION OF NURSERYMEN
STANDARDS.
ALTERNATE #1 - SEE DETAIL THIS SHEET
Scale: 1" = 10'-0"
ALTERNATE 15
NOTE: ADD 10 SEA GREEN JUNIPERS
2 05.26.26 CD SET
3 06.04.26 CD SET
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4 06.16.26 BID & PERMIT
AutoCAD SHX Text
ICV
AutoCAD SHX Text
ICV
AutoCAD SHX Text
ICV
AutoCAD SHX Text
ICV
AutoCAD SHX Text 844+00
AutoCAD SHX Text 845+00
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AutoCAD SHX Text 848+00
AutoCAD SHX Text 849+00
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AutoCAD SHX Text
PROPOSED WALK (TYP)
AutoCAD SHX Text
NORTH
AutoCAD SHX Text 40'
AutoCAD SHX Text 20'
AutoCAD SHX Text 10'
AutoCAD SHX Text 0'
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BOCKBRADER
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TIMOTHY
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A5.1
A5.1
A5.1
A5.1
SURFACE MTD LIGHT FIXTURE
- SEE ELECT.
260000.C
STEEL FRAMING - SEE
STRUCTURAL
051200.A
METAL COMPOSITE MATERIAL
PANELS
074213.23
ALUMINUM FRAMED SKYLIGHT
086300.A
ALUMINUM CURTAIN WALLS
084413
0.5 1 4.54
31' - 5"
5" 10"
5" 9"
10"
/2
A5.1
A5.1
A5.1
A5.1
ALUMINUM FRAMED SKYLIGHT
086300.A
STEEL FRAMING - SEE
STRUCTURAL
051200.A
METAL COMPOSITE MATERIAL
PANELS
074213.23
A A
B B
9"
1" 5"
31' - 5"
0.5 1 4.542 3
5" 30' - 2" 10"
A3.11
A3.1
A3.1 4
A3.1
1' - 7"
NEW CONCRETE SLAB
28' - 4" 1' - 6"
3" 1' - 2" 11' - 10" 1' - 2" 3"
14' - 8"
16' - 4"
3" 1' - 2" 13' - 6" 1' - 2" 3"
6'
2'
3'
9'
(2) TRASH RECEPTACLES
N E
W C
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B
A5.1
A5.1
A5.1
A5.1
2"
R O
O F
A B
O V
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3"
120°
ROOF ABOVE
31' - 5"
5"
VARIES ABOVE - SEE ELEVATIONS
12' - 11" 2' - 6"
8"
2"
V A
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2'
1'
" V
A R
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2'
1' - 0"
VARIES ABOVE - SEE ELEVATIONS
12' - 8" 6"
A
B
0.5 1 4.54
2' - 2"
120°
ISSUES AND REVISIONS
DateNo.
NOTICE
THIS ARCHITECTURAL AND
ENGINEERING DRAWING IS GIVEN
IN CONFIDENCE. NO USE OR
DISSEMINATION MAY BE MADE
WITHOUT PRIOR WRITTEN
CONSENT OF THE ARCHITECT.
ALL RIGHTS ARE HEREBY
SPECIFICALLY RESERVED.
DRAWING NO.
RLB NO.:
CHECKED BY:
DRAWN BY:
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FLOOR PLAN3
SCALE: 1/2" = 1'-0"A1.1
ROOF PLAN2
SCALE: 1/2" = 1'-0"A1.1
REFLECTED CEILING PLAN1
SCALE: NOT TO SCALEA1.1
3D4
06/05/26 100% CONST. DOCS
ADD ALTERNATE 01
LEVEL 01
0"
LEVEL 01
0"
TOP OF STEEL (HIGH END)
11' - 6"
LED SIGNAGE,
SEE ELECTRICAL
ALUMINUM CURTAIN WALLS
084413
RECESSED
LETTER SIGNAGE
1'
3" 9'
CAST-IN-PLACE CONCRETE
033000
METAL COMPOSITE MATERIAL
PANELS
074213.23
LED SIGNAGE,
BY OTHERS
TOP OF STEEL (LOW END)
11' - 0"
9'
1" S
H
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S P
A C
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1'
2" 10" 2' - 4" 3" 2' - 0" 3"
R8' - 0"
2'
1' - 1"
LEVEL 01
0"
LEVEL 01
0"
TOP OF STEEL (HIGH END)
11' - 6"
TOP OF STEEL (HIGH END)
11' - 6"
LED DISPLAY BOARD,
BY OTHERS.
SEE ELECTRICAL.
1/
2"
1/
2" 6"
11' - 5 1/2"
6'
2'
LED SIGNAGE,
SEE ELECTRICAL.
3" 6" 26' - 10" 6" 3" 1' - 7"
9' - 0"
HPC-1
CAST-IN-PLACE CONCRETE
033000
METAL-FRAMED SKYLIGHTS
086300
ALUMINUM CURTAIN WALLS
084413
STEEL FRAMING - SEE
STRUCTURAL
051200.A
METAL COMPOSITE MATERIAL
PANELS
074213.23
1'
3" 8'
1'
1" S
H
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S P
A C
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2"
1'
R6' - 0"
3'
10' - 6"
10"
3"
4' - 10"
3"
LEVEL 01
0"
TOP OF STEEL (HIGH END)
11' - 6"
METAL BIKE RACK EMBEDDED IN CONCRETE BASE
1' - 7" 3" 6" 26' - 10" 6" 3" 1' - 6"
31' - 5"
CAST-IN-PLACE CONCRETE
033000
METAL COMPOSITE MATERIAL
PANELS
074213.23
ALUMINUM CURTAIN WALLS
084413
CAST-IN-PLACE CONCRETE
033000
TOP OF STEEL (LOW END)
11' - 0"
R6' - 0"
3"
2'
10' - 3"
8'
1'
8'
3" 1'
5' - 1"
LEVEL 01
0"
LEVEL 01
0"
TOP OF STEEL (HIGH END)
11' - 6"
LED SIGNAGE, SEE
ELECTRICAL
ALUMINUM CURTAIN WALLS
084413
RECESSED
LETTER SIGNAGE
METAL COMPOSITE MATERIAL
PANELS
074213.23
CAST-IN-PLACE CONCRETE
033000
1'
1" S
H
IM
S P
A C
E 8'
1"
TOP OF STEEL (LOW END)
11' - 0"
1/2" / 1'-0"
10" 2' - 4" 2"3" 2' - 0" 3"
R8'
- 8
1' - 2"
1'
1"
1'
3" 8'
ISSUES AND REVISIONS
DateNo.
NOTICE
THIS ARCHITECTURAL AND
ENGINEERING DRAWING IS GIVEN
IN CONFIDENCE. NO USE OR
DISSEMINATION MAY BE MADE
WITHOUT PRIOR WRITTEN
CONSENT OF THE ARCHITECT.
ALL RIGHTS ARE HEREBY
SPECIFICALLY RESERVED.
DRAWING NO.
RLB NO.:
CHECKED BY:
DRAWN BY:
Description
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SCALE: 1/2" = 1'-0"A3.1
EAST ELEVATION1
SCALE: 1/2" = 1'-0"A3.1
NORTH ELEVATION2
SCALE: 1/2" = 1'-0"A3.1
WEST ELEVATION4
SCALE: 1/2" = 1'-0"A3.1
SOUTH ELEVATION3
FINISH SCHEDULE
TAG MATERIAL MANUFACTURER COLOR CODE COLOR SPEC REFERENCE NOTES
COATING
HPC-1 HIGH PERFORMANCE COATING TBD 09 96 00 ARCHITECT TO SELECT, COORDINATE WITH TARTA
BRANDING
GLASS
LG-1 LAMINATED GLAZING 08 80 00
METALS
MTL-1 METAL WALL PANELS TBD 07 42 13.23 ARCHITECT TO SELECT, COORDINATE WITH TARTA
BRANDING
MTL-2 METAL ROOF TBD 07 41 13 ARCHITECT TO SELECT, COORDINATE WITH TARTA
BRANDING
MTL-3 METAL FASCIA MATCH MTL-1 07 71 00
MTL-4 METAL FASCIA MATCH MTL-7 07 71 00
MTL-5 GUTTERS & DOWNSPOUTS MATCH MTL-1 07 71 23
MTL-6 BIKE RACK STAINLESS STEEL
MTL-7 CW MULLIONS CLEAR ANODIZED 08 44 13
MTL-8 SKYLIGHT CLEAR ANODIZED 08 63 00
WOOD
WD-1 WOOD FINISH CUTEK - TBD 06 20 00
ADD ALTERNATE 01
06/05/26 100% CONST. DOCS
LEVEL 01
0"
LEVEL 01
0"
TOP OF STEEL (HIGH END)
11' - 6"
A5.2
A5.2
A5.2
AB
TOP OF STEEL (LOW END)
11' - 0"
LED SIGNAGE,
REF ELECTRICAL
NEW CONCRETE SLAB
12' - 6"
REINFORCED CONCRETE SLAB
ON GRADE - SEE STRUCTURAL
033000.A
JOINT FILLER STRIPS
033000.E
ALUMINUM CURTAIN WALLS
084413
STEEL TUBE - SEE
STRUCTURAL
051200.E
STEEL FRAMING - SEE
STRUCTURAL
051200.A
METAL-FRAMED SKYLIGHTS
086300
LEVEL 01
0"
LEVEL 01
0"
TOP OF STEEL (HIGH END)
11' - 6"
A5.2
A5.2
AB
TOP OF STEEL (LOW END)
11' - 0"
LED SIGNAGE,
REF ELECTRICAL
RECESSED
LETTER SIGNAGE
LED DISPLAY BOARD,
BY OTHERS
COLD-FORMED FURRING
CHANNEL
054000.E
METAL COMPOSITE MATERIAL
PANELS
074213.23
STEEL FRAMING - SEE
STRUCTURAL
051200.A
CELLULAR ROOF DECK - SEE
STRUCTURAL
053100.C
STANDING-SEAM METAL ROOF
PANELS
074113.B
ALUMINUM CURTAIN WALLS
084413
STEEL TUBE - SEE
STRUCTURAL
051200.E
SEALANT - BOTH SIDES
079200.C
SHIM - AS REQUIRED
061000.A2
CAST-IN-PLACE CONCRETE
033000
REINFORCED CONCRETE SLAB
ON GRADE - SEE STRUCTURAL
033000.A
NEW CONCRETE SLAB
12' - 6"
JOINT FILLER STRIPS
033000.E
6 INCH COLD-FORMED METAL
FRAMING
054000.B
PT WOOD BLOCKING
061000.A
2"
LEVEL 01
0"
A5.2
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COLD-FORMED FURRING
CHANNEL
054000.E
3-5/8 INCH COLD-FORMED
METAL FRAMING
054000.A
METAL COMPOSITE MATERIAL
PANELS
074213.23
STEEL FRAMING - SEE
STRUCTURAL
051200.A
1' - 2" 3" 1' - 2" 5"
LEVEL 01
0"
A5.2
4.5
2"
A5.2
4"
ALUMINUM CURTAIN WALLS
084413
STEEL FRAMING - SEE
STRUCTURAL
051200.A
11" 8" 3" 1' - 7"
1'
1" V
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O P
O F
S T
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ISSUES AND REVISIONS
DateNo.
NOTICE
THIS ARCHITECTURAL AND
ENGINEERING DRAWING IS GIVEN
IN CONFIDENCE. NO USE OR
DISSEMINATION MAY BE MADE
WITHOUT PRIOR WRITTEN
CONSENT OF THE ARCHITECT.
ALL RIGHTS ARE HEREBY
SPECIFICALLY RESERVED.
DRAWING NO.
RLB NO.:
CHECKED BY:
DRAWN BY:
Description
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WALL SECTION1
SCALE: 3/4" = 1'-0"A5.1
WALL SECTION2
SCALE: 3/4" = 1'-0"A5.1
WALL SECTION4
SCALE: 3/4" = 1'-0"A5.1
WALL SECTION3
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11' - 6"
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ALUMINUM CURTAIN WALLS
084413
STEEL FRAMING - SEE
STRUCTURAL
051200.A
STEEL TUBE - SEE
STRUCTURAL
051200.E
STEEL FRAMING - SEE
STRUCTURAL
051200.A
WOOD BLOCKING
061000.A1
COLD-FORMED BENT PLATE
054000.G
MANUFACTURED METAL
COPING CAP
077100.A
METAL-FRAMED SKYLIGHTS
086300
FORMED TRANSITION
FLASHING
076200.K
7"
LEVEL 01
0"
B
3" 6" 3" 4"
1' - 4" 1' - 2"
2' - 6"
1'
1/
2"
1/ 2"
ALUMINUM CURTAIN WALLS
084413
SEALANT - BOTH SIDES
079200.C
WOOD BLOCKING
061000.A1
STEEL TUBE - SEE
STRUCTURAL
051200.E
CAST-IN-PLACE CONCRETE
033000
RECESSED
LETTER SIGNAGE
1"
3/4"
3/4" CHAMFER ON
CONCRETE
EDGES, TYP.
EMBED STEEL TUBE INTO CAST IN
PLACE CONCRETE, REF. STRUCT.
EMBED BIKE RACK INTO CAST IN
PLACE CONCRETE, REF. STRUCT.
JOINT FILLER STRIPS
033000.E
SEALANT - BOTH SIDES
079200.C
A
TOP OF STEEL (LOW END)
11' - 0"
STEEL FRAMING - SEE
STRUCTURAL
051200.A
STEEL FRAMING - SEE
STRUCTURAL
051200.A
CELLULAR ROOF DECK - SEE
STRUCTURAL
053100.C
COLD-FORMED FURRING
CHANNEL
054000.E
METAL COMPOSITE MATERIAL
PANELS
074213.23
6 INCH COLD-FORMED METAL
FRAMING
054000.B
METAL FLASHING
074113.H
STANDING-SEAM METAL ROOF
PANELS
074113.B
MANUFACTURED HANGING
GUTTER
077123.A
METAL-FRAMED SKYLIGHTS
086300
FORMED BASE FLASHING
076200.L
LEVEL 01
0"
A
THERMALLY MODIFIED WOOD SLATS
6" 10" 2"
3/4" CHAMFER ON
CONCRETE
EDGES, TYP.
METAL COMPOSITE MATERIAL
PANELS
074213.23
COLD-FORMED FURRING
CHANNEL
054000.E
3"
(BEYOND) EMBEDDED STEEL
TUBE IN CAST IN PLACE
CONCRETE, REF. STRUCT.
CAST-IN-PLACE CONCRETE
033000
1' - 10" 1' - 6"
5" 1'
1'
3' - 4"
062000
3/4" 1' - 8 1/2" 3/4" 3/4"
1/4" / 1'-0"
6 INCH COLD-FORMED METAL
FRAMING
054000.B
JOINT FILLER STRIPS
033000.E
CUSTOM EXTRUSIONS
084413.N
SEALANT - BOTH SIDES
079200.C
PANEL ANCHOR CLIP
074213.23C
A
TOP OF STEEL (LOW END)
11' - 0"
6 INCH COLD-FORMED METAL
FRAMING
054000.B
CELLULAR ROOF DECK - SEE
STRUCTURAL
053100.C
STANDING-SEAM METAL ROOF
PANELS
074113.B
METAL COMPOSITE MATERIAL
PANELS
074213.23
STEEL FRAMING - SEE
STRUCTURAL
051200.A
STEEL FRAMING - SEE
STRUCTURAL
051200.A
MANUFACTURED HANGING
GUTTER
077123.A
COLD-FORMED FURRING
CHANNEL
054000.E
5" 5"
DRIP EDGE
077123.F
0.5
STEEL FRAMING - SEE
STRUCTURAL
051200.A
COLD-FORMED FURRING
CHANNEL
054000.E
METAL FLASHING
074113.H
CELLULAR ROOF DECK - SEE
STRUCTURAL
053100.C
WOOD BLOCKING
061000.A1
STANDING-SEAM METAL ROOF
PANELS
074113.B
METAL COMPOSITE MATERIAL
PANELS
074213.23
8"
8"
LEVEL 01
0"
JOINT FILLER STRIPS
033000.E
REINFORCED CONCRETE SLAB
ON GRADE - SEE STRUCTURAL
033000.A
COLD-FORMED FURRING
CHANNEL
054000.E
3-5/8 INCH COLD-FORMED
METAL FRAMING
054000.A
METAL COMPOSITE MATERIAL
PANELS
074213.23
3"
CAST-IN-PLACE CONCRETE
033000
FINISH CARPENTRY
062000
THERMALLY MODIFIED WOOD SLATS
CUSTOM EXTRUSIONS
084413.N
SEALANT - BOTH SIDES
079200.C
PANEL ANCHOR CLIP
074213.23C
1'
5"
3" 4" 7" 3"
LEVEL 01
0"
1' - 7"3"
7" 6" 6"
3/4" CHAMFER ON
CONCRETE EDGES, TYP.
1'
SEALANT - BOTH SIDES
079200.C
WOOD BLOCKING
061000.A1
CAST-IN-PLACE CONCRETE
033000
JOINT FILLER STRIPS
033000.E
ALUMINUM CURTAIN WALLS
084413
1"
REINFORCED CONCRETE SLAB
ON GRADE - SEE STRUCTURAL
033000.A
4.5
4"
2" H
O
LD
F O
R D
E F
LE
C
T
IO
N
STEEL FRAMING - SEE
STRUCTURAL
051200.A
WOOD BLOCKING
061000.A1
CURTAIN WALL ANCHORS - AS
REQUIRED
084413.M
COLD-FORMED BENT PLATE
054000.G
MANUFACTURED METAL
COPING CAP
077100.A
METAL-FRAMED SKYLIGHTS
086300
ALUMINUM CURTAIN WALLS
084413
CURTAIN WALL FRAMING
084413.A
7"
CUSTOM FRAME PROFILE
ISSUES AND REVISIONS
DateNo.
NOTICE
THIS ARCHITECTURAL AND
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IN CONFIDENCE. NO USE OR
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06.05.261 CD Set
June 16, 2026
STA
TE OF OHIO
PROFESS IONAL ENG I N
EE
R
KYLE W.
LAYTON
E-82893
R EG I S T ER E D
06.16.262 Bid & PermitSTRUCTURAL NOTES
AutoCAD SHX Text
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AutoCAD SHX Text 9"
AutoCAD SHX Text 1'-1"
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AutoCAD SHX Text MIN LAP SPLICE LENGTH (UNLESS NOTED OTHERWISE) BAR LENGTH (IN) LENGTH (IN) #4 30 30 #5 36 36 #6 44 44 #7 54 54 #8 7272
AutoCAD SHX Text F1554 GRADE 36 HEADED ANCHOR BOLTS BOLT LENGTH MIN. PROJECTION LENGTH MIN. PROJECTION MIN. PROJECTION 34" 18" 8" 18" 8" 8" PROJECTION IS FROM THE TOP OF CONCRETE. BOLT LENGTHS ARE MEASURED FROM TOP OF THREADS TO TOP OF HEADED PLATE AND ARE CONSIDERED MINIMUM. SEE BUILDING SUPERSTRUCTURE DRAWINGS FOR ADDITIONAL BOLT DETAILS AND SPECIFICATIONS.
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HEADED ANCHOR BOLT
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%%USTANDARD
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ANCHOR ROD
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BASE PLATE
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BASE PLATE
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LENGTH
AutoCAD SHX Text
LENGTH
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F436 STRUCTURAL WASHER, TYP.
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A563 HEAVY HEX NUT, TYP.
AutoCAD SHX Text
F436 STRUCTURAL WASHER, TYP.
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A563 HEAVY HEX NUT, TYP.
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SCALE:
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TYPICAL ANCHOR BOLT DETAIL
AutoCAD SHX Text 3" = 1'-0"
AutoCAD SHX Text NOTE ON REINFORCING STEEL: WHERE DIMENSIONS ARE NOT SHOWN ON THE BAR TYPE DIAGRAM, BARS SHALL BE DIMENSIONED UTILIZING THE APPROPRIATE CLEARANCE REQUIREMENTS AS OUTLINED IN THE PLAN DETAILS AND NOTES.
GENERAL 1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO ALL THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO ALL CONSTRUCTION, INCLUDING COORDINATION BETWEEN STRUCTURAL AND ARCHITECTURAL DRAWINGS, AND DISCREPANCIES FOUND SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE WORK BEGINS. 2. ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT VERSION OF THE FOLLOWING: ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT VERSION OF THE FOLLOWING: 2.1. INTERNATIONAL BUILDING CODE AND OHIO BUILDING CODE INTERNATIONAL BUILDING CODE AND OHIO BUILDING CODE 2.2. ACI 318 - BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318 - BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE 2.3. ACI 301 - SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS ACI 301 - SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS 2.4. AISC 360 - DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL AISC 360 - DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL 2.5. AISI S100-16 - NORTH AMERICAN SPECIFICATIONS FOR DESIGN OF COLD-FORMED STEEL AISI S100-16 - NORTH AMERICAN SPECIFICATIONS FOR DESIGN OF COLD-FORMED STEEL 3. REFERENCE PAD ELEVATION FOR 0'-0" = 608.00 REFERENCE PAD ELEVATION FOR 0'-0" = 608.00 LOADS 1. DESIGN NET ALLOWABLE BEARING PRESSURE (NATIVE SOIL) IS 1,500 PSF FOR REINFORCED DESIGN NET ALLOWABLE BEARING PRESSURE (NATIVE SOIL) IS 1,500 PSF FOR REINFORCED SLAB-ON-GRADE. 2. THE DESIGN LOADS FOR THIS STRUCTURE WERE CALCULATED BASED ON THE PROVISIONS WITHIN THE DESIGN LOADS FOR THIS STRUCTURE WERE CALCULATED BASED ON THE PROVISIONS WITHIN ASCE 7-16. 3. DESIGN CRITERIA: DESIGN CRITERIA: 3.1. DEAD LOADS DEAD LOADS 3.1.1. CONSIST OF ACTUAL WEIGHTS OF BUILDING MATERIALS. CONSIST OF ACTUAL WEIGHTS OF BUILDING MATERIALS. 3.1.2. ROOF LOADS = 5 PSF ROOF LOADS = 5 PSF 3.1.3. COLLATERAL LOAD = 5 PSF COLLATERAL LOAD = 5 PSF 3.2. LIVE LOADS LIVE LOADS 3.2.1. ROOF LOADS = 20 PSF ROOF LOADS = 20 PSF 3.3. SNOW LOADS SNOW LOADS 3.3.1. GROUND SNOW LOAD = 20 PSF GROUND SNOW LOAD = 20 PSF 3.3.2. FLAT-ROOF SNOW LOAD = 20 PSF FLAT-ROOF SNOW LOAD = 20 PSF 3.3.3. SNOW EXPOSURE FACTOR = 0.9 SNOW EXPOSURE FACTOR = 0.9 3.3.4. IMPORTANCE FACTOR = 1.0 IMPORTANCE FACTOR = 1.0 3.3.5. THERMAL FACTOR = 1.2 THERMAL FACTOR = 1.2 3.3.6. RAIN ON SNOW SURCHARGE = 5 PSF RAIN ON SNOW SURCHARGE = 5 PSF 3.4. WIND LOADS WIND LOADS 3.4.1. BASIC WIND SPEED = 107 MPH (3-SEC GUST) BASIC WIND SPEED = 107 MPH (3-SEC GUST) 3.4.2. WIND CODE OBC 24 WIND CODE OBC 24 3.4.3. IMPORTANCE FACTOR = 1.0 IMPORTANCE FACTOR = 1.0 3.4.4. EXPOSURE CATEGORY (B) EXPOSURE CATEGORY (B) 3.4.5. ENCLOSURE: OPEN ENCLOSURE: OPEN SUBMITTALS 1. REVIEW SUBMITTALS SHALL BE MADE IN A TIMELY FASHION FOR THE FOLLOWING: REVIEW SUBMITTALS SHALL BE MADE IN A TIMELY FASHION FOR THE FOLLOWING: 1.1. STRUCTURAL AND MISCELLANEOUS STEEL ELEMENTS STRUCTURAL AND MISCELLANEOUS STEEL ELEMENTS 1.2. REINFORCING STEEL REINFORCING STEEL 1.3. CONCRETE MIX DESIGNS CONCRETE MIX DESIGNS BACKFILLING 1. ONCE THE SUBGRADE HAS BEEN PROPERLY PREPARED, BACKFILL MATERIAL SHALL BE PLACED IN ONCE THE SUBGRADE HAS BEEN PROPERLY PREPARED, BACKFILL MATERIAL SHALL BE PLACED IN ORDER TO OBTAIN THE DESIRED FINAL GRADES. IT IS ANTICIPATED THAT WELL-GRADED STONE MEETING THE REQUIREMENTS OF ODOT CMS 304 WILL PERFORM WELL FOR THE STRUCTURAL BACKFILL. OTHER SUITABLE MATERIALS CAN BE UTILIZED WITH THE APPROVAL OF THE GEOTECHNICAL ENGINEER. 2. BACKFILL SHALL BE PLACED IN A MAXIMUM OF 8" LOOSE LIFT THICKNESS. EACH LIFT SHALL BE BACKFILL SHALL BE PLACED IN A MAXIMUM OF 8" LOOSE LIFT THICKNESS. EACH LIFT SHALL BE COMPACTED WITH A POWER VIBRATING COMPACTOR OR SIMILAR EQUIPMENT TO INSURE MAXIMUM COMPACTION OF THE MATERIAL. 3. INTERIOR BACKFILL SHALL BE APPROVED BY GEOTECHNICAL ENGINEER COMPACTED TO A MINIMUM INTERIOR BACKFILL SHALL BE APPROVED BY GEOTECHNICAL ENGINEER COMPACTED TO A MINIMUM OF 95% STANDARD PROCTOR. FOUNDATIONS & SLABS 1. NO SOILS REPORT WAS PREPARED FOR THIS PROJECT. DESIGNS INCLUDED IN THESE PLANS ARE NO SOILS REPORT WAS PREPARED FOR THIS PROJECT. DESIGNS INCLUDED IN THESE PLANS ARE BASED ON MINIMUM DESIGN REQUIREMENTS AS DESIGNATED BY THE OHIO BUILDING CODE. ALL FOOTINGS AND SLABS INSTALLED AS PART OF THIS PROJECT SHALL BEAR ON COMPETENT NATIVE SOIL. 2. FOUNDATION DETAILS AND ELEVATIONS INCLUDED WITHIN THE DRAWINGS ARE BASED ON ASSUMED FOUNDATION DETAILS AND ELEVATIONS INCLUDED WITHIN THE DRAWINGS ARE BASED ON ASSUMED FIELD CONDITIONS. UPON SOIL INSPECTION BY THE GEOTECHNICAL ENGINEER, IT MAY BE REQUIRED TO REPLACE EXISTING FILL WITH SPECIFIED ENGINEERED FILL TO ENSURE ADEQUATE BEARING. 3. FOOTINGS AND SLABS SHALL BEAR ON LEVEL, UNDISTURBED SOIL OR APPROVED ENGINEERED FILL. FOOTINGS AND SLABS SHALL BEAR ON LEVEL, UNDISTURBED SOIL OR APPROVED ENGINEERED FILL. CAST-IN-PLACE CONCRETE 1. CONCRETE SHALL BE AS FOLLOWS: CONCRETE SHALL BE AS FOLLOWS: 1.1. SLABS ON GRADE- F'C = 4,000 PSI AT 28 DAYS WITH 6% MAXIMUM AIR ENTRAINMENT, SLABS ON GRADE- F'C = 4,000 PSI AT 28 DAYS WITH 6% MAXIMUM AIR ENTRAINMENT, MIN. 145 PCF 2. ALL EXPOSED CORNERS SHALL RECEIVE A " CHAMFER UNLESS NOTED OTHERWISE. ALL EXPOSED CORNERS SHALL RECEIVE A " CHAMFER UNLESS NOTED OTHERWISE. 34" CHAMFER UNLESS NOTED OTHERWISE. 3. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615-GRADE 60 ALL REINFORCING BARS SHALL CONFORM TO ASTM A615-GRADE 60 4. CLEARANCE BETWEEN REINFORCING AND CONCRETE SURFACES CLEARANCE BETWEEN REINFORCING AND CONCRETE SURFACES 4.1. UNFORMED - 3" UNFORMED - 3" 4.2. FORMED AND EXPOSED TO WEATHER OR EARTH - 2" FORMED AND EXPOSED TO WEATHER OR EARTH - 2" 4.3. FORMED BUT NOT EXPOSED TO WEATHER OR EARTH - 1 " FORMED BUT NOT EXPOSED TO WEATHER OR EARTH - 1 " 12" 5. FLOOR SLAB SHALL BE TREATED WITH A CURE AND SEAL WHEN POURED. FLOOR SLAB SHALL BE TREATED WITH A CURE AND SEAL WHEN POURED. 6. ALL EXPOSED CONCRETE SURFACES SHALL BE PATCHED AND HAVE A HAND RUBBED FINISH. ALL EXPOSED CONCRETE SURFACES SHALL BE PATCHED AND HAVE A HAND RUBBED FINISH. 7. CONCRETE SHALL BE CURED AND SEALED WITH DIAMOND CLEAR V0X BY EUCLID CHEMICAL OR CONCRETE SHALL BE CURED AND SEALED WITH DIAMOND CLEAR V0X BY EUCLID CHEMICAL OR APPROVED EQUIVALENT. 8. ISOLATION JOINTS SHALL BE FILLED WITH AN ASPHALT IMPREGNATED FIBERBOARD OR APPROVED ISOLATION JOINTS SHALL BE FILLED WITH AN ASPHALT IMPREGNATED FIBERBOARD OR APPROVED EQUIVALENT. STRUCTURAL STEEL 1. STRUCTURAL TUBES SHALL BE ASTM A500 GRADE B. STRUCTURAL TUBES SHALL BE ASTM A500 GRADE B. 2. ROLLED ANGLES AND PLATES SHALL BE ASTM A36 OR HIGHER GRADE. ROLLED ANGLES AND PLATES SHALL BE ASTM A36 OR HIGHER GRADE. 3. STRUCTURAL STEEL HAS BEEN DESIGNED IN ACCORDANCE WITH LOAD AND RESISTANCE (LRFD) STRUCTURAL STEEL HAS BEEN DESIGNED IN ACCORDANCE WITH LOAD AND RESISTANCE (LRFD) DESIGN PROCEDURES AS REQUIRED BY "AISC MANUAL OF STEEL CONSTRUCTION", UNLESS NOTED OTHERWISE. 4. ALL PROJECTED CORNERS, EXPOSED EDGES, BURRS AND SHARP CORNERS SHALL BE GROUNDED ALL PROJECTED CORNERS, EXPOSED EDGES, BURRS AND SHARP CORNERS SHALL BE GROUNDED SMOOTH. 5. CONNECTION DESIGN: CONNECTION DESIGN: 5.1. THESE PLANS INCLUDE DETAILS FOR ALL STRUCTURAL CONNECTIONS THAT DO NOT QUALIFY THESE PLANS INCLUDE DETAILS FOR ALL STRUCTURAL CONNECTIONS THAT DO NOT QUALIFY AS SIMPLE SHEAR CONNECTIONS. IF A CONNECTION DESIGN IS INADVERTENTLY OMITTED FROM THE CONTRACT DOCUMENTS THE CONTRACTOR MAY REQUEST SPECIFIC WRITTEN CONNECTION DESIGN FROM THE STRUCTURAL ENGINEER. 5.1.1. ALL TUBE TO TUBE CONNECTIONS ARE CONSIDERED TO BE FULLY WELDED. ALL TUBE TO TUBE CONNECTIONS ARE CONSIDERED TO BE FULLY WELDED. 5.2. CONTRACTOR DEVIATIONS FROM CONNECTION DESIGNS SHOWN ON THE CONTRACT CONTRACTOR DEVIATIONS FROM CONNECTION DESIGNS SHOWN ON THE CONTRACT DOCUMENTS MAY BE ACCEPTED IF THE CONTRACTOR PROVIDES COMPLETE STRUCTURAL CALCULATIONS FOR APPROVAL. THE CALCULATIONS SHALL BE SEALED BY A PROFESSIONAL ENGINEER IN THE STATE OF OHIO. 5.3. BOLTED CONNECTIONS: BOLTED CONNECTIONS: 5.3.1. MINIMUM BOLT DIAMETER IS " UNLESS NOTED OTHERWISE. MINIMUM BOLT DIAMETER IS " UNLESS NOTED OTHERWISE. 34" UNLESS NOTED OTHERWISE. 5.3.2. ALL BOLTS SHALL BE A325N UNLESS OTHERWISE NOTED. ALL BOLTS SHALL BE A325N UNLESS OTHERWISE NOTED. 5.3.3. TWO BOLT MINIMUM PER CONNECTED MEMBER U.N.O. TWO BOLT MINIMUM PER CONNECTED MEMBER U.N.O. 5.3.4. ALL BOLT TYPES & HARDWARE SHALL BE HOT DIPPED GALVANIZED. ALL BOLT TYPES & HARDWARE SHALL BE HOT DIPPED GALVANIZED. 5.3.5. BOLTED CONNECTIONS SHALL BE CONSIDERED IN THE SNUG TIGHT CONDITION UNLESS BOLTED CONNECTIONS SHALL BE CONSIDERED IN THE SNUG TIGHT CONDITION UNLESS OTHERWISE NOTED. SNUG TIGHT CONDITION IS DEFINED AS THE TIGHTNESS THAT EXISTS WHEN ALL PLIES IN A JOINT ARE IN FIRM CONTACT. THIS MAY BE ACHIEVED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH. 5.3.6. F1554 GRADE 36 BOLTS HAVE BEEN SPECIFIED FOR ANCHORING COLUMN BASE F1554 GRADE 36 BOLTS HAVE BEEN SPECIFIED FOR ANCHORING COLUMN BASE PLATES TO CONCRETE PIERS. 5.4. WELDED CONNECTIONS: WELDED CONNECTIONS: 5.4.1. GENERAL WELDING SHALL BE MADE WITH E70XX SERIES ELECTRODES AND IN GENERAL WELDING SHALL BE MADE WITH E70XX SERIES ELECTRODES AND IN ACCORDANCE WITH AWS SPECIFICATIONS. SHOP AND FIELD WELDERS SHALL BE CERTIFIED IN ACCORDANCE WITH THE LATEST EDITION OF ANSI/AWS D1.1 REQUIREMENTS. 5.4.2. FILLET WELDS SHOULD CONFORM TO THE AISC MINIMUM BUT NOT LESS THAT ". FILLET WELDS SHOULD CONFORM TO THE AISC MINIMUM BUT NOT LESS THAT ". 14". 5.4.3. GROOVE WELDS: FULL PENETRATION UNLESS OTHERWISE NOTED. WELDS ARE GROOVE WELDS: FULL PENETRATION UNLESS OTHERWISE NOTED. WELDS ARE CONTINUOUS UNLESS NOTED. ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS) 1. GENERAL SCOPE: GENERAL SCOPE: A. THIS PROJECT IS AN ENTIRELY EXPOSED STEEL STRUCTURE. ALL STRUCTURAL STEEL ON THIS PROJECT IS AN ENTIRELY EXPOSED STEEL STRUCTURE. ALL STRUCTURAL STEEL ON THIS PROJECT SHALL BE CLASSIFIED AS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS), LEVEL 4, AND SHALL COMPLY WITH THE AISC CODE OF STANDARD PRACTICE (AISC 303), SECTION 10. 2. FABRICATION, WELDING, & GRINDING: FABRICATION, WELDING, & GRINDING: A. ALL CONNECTIONS SHALL BE EXECUTED WITH A HIGH LEVEL OF CRAFTSMANSHIP. ALL ALL CONNECTIONS SHALL BE EXECUTED WITH A HIGH LEVEL OF CRAFTSMANSHIP. ALL VISIBLE SHOP AND FIELD WELDS SHALL BE CONTINUOUS, GROUND FLUSH OR SMOOTH, AND COMPLETELY FREE OF SLAG, SPATTER, OR UNDER_CUTS. PIECE MARKS, MILL STAMPS, AND HEAT NUMBERS SHALL BE ORIENTED AWAY FROM PUBLIC VIEW OR REMOVED ENTIRELY BY GRINDING. 3. SURFACE PREPARATION & BLASTING: SURFACE PREPARATION & BLASTING: A. ALL STEEL MEMBERS SHALL RECEIVE A COMMERCIAL BLAST CLEANING IN ACCORDANCE WITH ALL STEEL MEMBERS SHALL RECEIVE A COMMERCIAL BLAST CLEANING IN ACCORDANCE WITH SSPC-SP 6 PRIOR TO APPLYING SHOP PRIMER. THE PRIMER USED MUST BE EXPLICITLY COORDINATED WITH AND COMPATIBLE WITH THE FINAL ARCHITECTURAL FINISH PAINT SYSTEM. 4. ERECTION & PROTECTION: ERECTION & PROTECTION: A. THE STEEL ERECTOR IS RESPONSIBLE FOR DELIVERING DEFECT-FREE STEEL TO THE SITE. THE STEEL ERECTOR IS RESPONSIBLE FOR DELIVERING DEFECT-FREE STEEL TO THE SITE. NYLON SLINGS OR PADDED SOFTENERS SHALL BE USED EXCLUSIVELY DURING UNLOADING AND ERECTION. FIELD WELDS, TACK WELDS, AND ANY HANDLING GOUGES OR SCRATCHES SHALL BE GROUND SMOOTH AND PRIMED IMMEDIATELY AFTER INSTALLATION. 5. COORDINATION & MOCK-UPS: COORDINATION & MOCK-UPS: A. CONTRACTOR SHALL CROSS-REFERENCE ARCHITECTURAL SPECIFICATIONS SECTION 05 12 13 CONTRACTOR SHALL CROSS-REFERENCE ARCHITECTURAL SPECIFICATIONS SECTION 05 12 13 FOR FULL FINISH QUALITY STANDARDS, JOINT FILLER SUBMITTALS, AND DETAILS. THE ARCHITECTURAL SPECIFICATIONS SHALL GOVERN REGARDING FINAL VISUAL ACCEPTANCE AND REJECTION CRITERIA. PAINTING SPECIFICATIONS 1. MINIMUM PAINTING SPECIFICATION: MINIMUM PAINTING SPECIFICATION: 1.1. REFERENCE THE ARCHITECTURAL DRAWINGS AND PROJECT MANUAL FOR REQUIREMENTS AND REFERENCE THE ARCHITECTURAL DRAWINGS AND PROJECT MANUAL FOR REQUIREMENTS AND SPECIFICATIONS OF HIGH-PERFORMANCE COATING SYSTEM. PRIMER SHALL BE COORDINATED WITH AND COMPATIBLE WITH THE FINISH PAIN SYSTEM AND SHALL BE APPLIED TO A MINIMUM THICKNESS OF 1 MIL ON STEEL THAT HAS BEEN PREPARED IN ACCORDANCE WITH SSPC-SP2. 2. AREAS OF STEEL WHICH WILL RECEIVED FIELD WELDS SHALL BE LEFT UNPAINTED UNTIL AFTER AREAS OF STEEL WHICH WILL RECEIVED FIELD WELDS SHALL BE LEFT UNPAINTED UNTIL AFTER FIELD WELDING HAS BEEN COMPLETED. METAL ROOF DECK - CELLULAR B DECK (1.5) 1. MINIMUM DESIGN SPECIFICATIONS FOR METAL ROOF DECKING: MINIMUM DESIGN SPECIFICATIONS FOR METAL ROOF DECKING: 1.1. CELLULAR DECK SHALL FEATURE A FLAT STEEL PLATE FACTORY-ATTACHED TO THE BOTTOM CELLULAR DECK SHALL FEATURE A FLAT STEEL PLATE FACTORY-ATTACHED TO THE BOTTOM OF THE CORRUGATED DECK PROFILE. 1.1. DEPTH OF ROOF DECKING SHALL BE 1.5". DEPTH OF ROOF DECKING SHALL BE 1.5". 1.2. MINIMUM GAGE OF ROOF DECKING IS 22. MINIMUM GAGE OF ROOF DECKING IS 22. 1.3. MINIMUM YIELD STRENGTH OF ROOF DECKING IS 50 KSI. MINIMUM YIELD STRENGTH OF ROOF DECKING IS 50 KSI. 1.4. FINAL DETAILED DECK SHOP DRAWINGS SHALL BE PROVIDED TO PROJECT ENGINEER. FINAL DETAILED DECK SHOP DRAWINGS SHALL BE PROVIDED TO PROJECT ENGINEER. 1.5. DECKING SHALL HAVE GALVANIZED FINISH. DECKING SHALL HAVE GALVANIZED FINISH. 1.6. INSTALLER SHALL PROVIDE THESE MINIMUM FASTENING REQUIREMENTS OR AS REQUIRED BY INSTALLER SHALL PROVIDE THESE MINIMUM FASTENING REQUIREMENTS OR AS REQUIRED BY DECK MANUFACTURER. 1.6.1. " PUDDLE WELD @ 36/4 PATTERN. 58" PUDDLE WELD @ 36/4 PATTERN.
NOTICE
THIS ARCHITECTURAL AND
ENGINEERING DRAWING IS GIVEN
IN CONFIDENCE. NO USE OR
DISSEMINATION MAY BE MADE
WITHOUT PRIOR WRITTEN
CONSENT OF THE ARCHITECT.
ALL RIGHTS ARE HEREBY
SPECIFICALLY RESERVED.
DRAWING NO.
DGL NO.:
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06.16.262 Bid & Permit
June 16, 2026
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AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text 10'-11"
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SCALE:
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PLAN - SHELTER SLAB ON GRADE FOUNDATION
AutoCAD SHX Text 1" = 1'-0"
AutoCAD SHX Text 28'-4"
AutoCAD SHX Text 12'-6"
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AutoCAD SHX Text 7"
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AutoCAD SHX Text 16'-4"
AutoCAD SHX Text 1'-5"
AutoCAD SHX Text 13'-6"
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AutoCAD SHX Text 1'-6"
AutoCAD SHX Text 1'-10"
AutoCAD SHX Text 14'-8"
AutoCAD SHX Text 1'-5"
AutoCAD SHX Text 9"
AutoCAD SHX Text 10'-4"
AutoCAD SHX Text 1'-5"
AutoCAD SHX Text 1'-4"
AutoCAD SHX Text 1'-2"
AutoCAD SHX Text 3'-4"
AutoCAD SHX Text 9'-2"
AutoCAD SHX Text 2'-6"
AutoCAD SHX Text 1'-2"
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 1'-0"
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MIN
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SCALE:
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SECTION AT BENCH END
AutoCAD SHX Text 1" = 1'-0"
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COMPACTED 304 AGGREGATE BASE, MINIMUM 6" THICK.
AutoCAD SHX Text 6"
AutoCAD SHX Text 3'-4"
AutoCAD SHX Text 1'-0"
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MIN.
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SCALE:
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TYP SECTION AT BENCH
AutoCAD SHX Text 1" = 1'-0"
AutoCAD SHX Text 6"
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AutoCAD SHX Text 1'-10"
AutoCAD SHX Text 5"
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MIN
AutoCAD SHX Text 1'-0"
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SCALE:
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TYP SECTION AT BIKE RACK
AutoCAD SHX Text 1" = 1'-0"
AutoCAD SHX Text 6"
AutoCAD SHX Text 8"
AutoCAD SHX Text 4"
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COMPACTED 304 AGGREGATE BASE, MINIMUM 6" THICK.
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AutoCAD SHX Text S1.1
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AutoCAD SHX Text S1.1
AutoCAD SHX Text 2'-6"
AutoCAD SHX Text 1'-4"
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BEYOND
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 1'-0"
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MIN
AutoCAD SHX Text 6"
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VARIES
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VARIES
AutoCAD SHX Text 1'-5" - 2'-2"
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SCALE:
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AutoCAD SHX Text
SECTION AT BIKE RACK END
AutoCAD SHX Text 1" = 1'-0"
AutoCAD SHX Text 2'-6"
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COMPACTED 304 AGGREGATE BASE, MINIMUM 6" THICK.
AutoCAD SHX Text 1'-4"
AutoCAD SHX Text 8"
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AutoCAD SHX Text 9'-2"
AutoCAD SHX Text 10'-0"
AutoCAD SHX Text 8"
AutoCAD SHX Text 5'-4"
AutoCAD SHX Text 8"
AutoCAD SHX Text 3'-4"
AutoCAD SHX Text 2'-6"
AutoCAD SHX Text 8"
AutoCAD SHX Text 5'-4"
AutoCAD SHX Text 8"
AutoCAD SHX Text 3'-4"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1'-0 "916"
AutoCAD SHX Text 12'-3"
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 11'-5"
AutoCAD SHX Text 1'-7 "716"
AutoCAD SHX Text
THICKENED SLAB
AutoCAD SHX Text 9"
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#4 BAR, TYPE 1 REINFORCEMENT AT 12" C/C
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#4, TYPE 2 REINFORCEMENT AT 12" C/C
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#4 TYPE 2
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#4 TYPE 4
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#4 TYPE 4
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#4 TYPE 6
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#4 TYPE 6
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#4 TYPE 6
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#4 TYPE 6
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#4 BARS SPA @ 12" C/C, E/W
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COMPACTED 304 AGGREGATE BASE, MINIMUM 6" THICK.
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#4 BARS SPA @ 12" C/C
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PROVIDE CORNER REINFORCING TO MATCH LONGITUDINAL STEEL
AutoCAD SHX Text 10'-0"
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PROVIDE CORNER REINFORCING TO MATCH LONGITUDINAL STEEL
AutoCAD SHX Text NOTE: SUPPLEMENTAL REINFORCING STEEL IS SHOWN ON THE SUPPLEMENTAL REINFORCING STEEL IS SHOWN ON THE FOUNDATION PLAN FOR CLARITY. FOR PRIMARY STEEL REINFORCEMENT THROUGHOUT, SEE APPROPRIATE SECTIONS AND DETAILS
AutoCAD SHX Text
(4) #5 LONGITUDINAL BAR
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#4, TYPE 3 REINFORCEMENT AT 12" C/C
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#4, TYPE 3 REINFORCEMENT AT 12" C/C
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(4) #5 LONGITUDINAL BAR
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(4) #5 LONGITUDINAL BAR
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#4, TYPE 3 REINFORCEMENT AT 12" C/C
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#4, TYPE 3 REINFORCEMENT AT 12" C/C
AutoCAD SHX Text 2'-6"
AutoCAD SHX Text 2'-6"
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(4) #5 LONGITUDINAL BAR
AutoCAD SHX Text 10"
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COLUMN TIES SPA @ 6" VERT, TYP, SEE PLAN
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#5 BARS
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#4 BARS
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CORNER REINFORCING EACH FACE, TYP
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CORNER REINFORCING EACH FACE, TYP
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BEYOND
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#4 BARS
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#5 BAR W/ HOOK
AutoCAD SHX Text *607.73607.73
AutoCAD SHX Text *608.01608.01
AutoCAD SHX Text *607.89607.89
AutoCAD SHX Text *607.61607.61
AutoCAD SHX Text 1'-0"
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SIDEWALK, SEE CIVIL PLANS
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SIDEWALK, SEE CIVIL PLANS
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 8"
AutoCAD SHX Text 4"
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1" EXPANSION JOINT
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1" EXPANSION JOINT
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ODOT TYPE 3 WATERPROOFING
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ODOT 705.22 TYPE B BITUMINOUS JOINT SEAL, 12" WIDE
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ODOT TYPE 3 WATERPROOFING
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ODOT TYPE 3 WATERPROOFING
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ENSURE POSITIVE DRAINAGE FROM BIKE RACK AREA
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*SEE CIVIL PLANS FOR FINAL GRADES
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T/BENCH
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EL = 609.67
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T/BENCH
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EL = 609.67
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T/BIKE RACK
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EL = 609.67
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T/BIKE RACK
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EL = 609.67
AutoCAD SHX Text
AutoCAD SHX Text *607.85607.85
AutoCAD SHX Text *607.75607.75
AutoCAD SHX Text
PROVIDE #5 CORNER REINFORCING AT ALL CORNERS. MATCH HORIZONTAL BAR SPACING.
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text
TYPICAL WALL CORNER REINFORCING
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SCALE: 3/4" = 1'-0"
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SEE WALL DETAILS FOR ADDITIONAL REINFORCING
AutoCAD SHX Text
(PLAN VIEW - CORNER SHOWN; 'T' INTERSECTIONS SIMILAR.)
OPTIONAL CONSTRUCTION…
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