XC14

P.2

XCR

XCP

XCN

2

30-A01

3' - 0" 10' - 0"

45' -

0"

12' -

0"

9' -

6"

9' -

6"

30-A015

6'-0"W X 6'-8"H

INSULATED METAL

DOORS AND FRAME

MANUFACTURED

STORAGE BUILDING

EXISTING METAL

PANEL SYSTEM

EXISTING 2'-0" THICK

CONCRETE WALL

EXISTING 2-HR RATED

WALL ASSEMBLY

EXISTING 90-MINUTE

RATED DOORS TO

REMAIN

EXIST. CONCRETE PAVINGEXIST. GRAVEL

DEMO EXISTING

CONCRETE PAVING IN

HATCHED AREA.

EXISTING BOLLARD

TO REMAIN, TYPICAL

4" SLAB w/ 6x6~W4xW4 WWF

ON 6" COMPACTED FREE

DRAINING GRANULAR FILL.

B03 - BALLROOM-51' - 2 3/8"

B04 - SERVICE PLATFORM-67' - 7 1/4"

XC14

1' -

9"

8' -

6"

EXISTING 2'-0" THICK

CONCRETE WALL

MANUFACTURED STORAGE

BUILDING

EXISTING CURTAIN WALL

SYSTEM

6' -

6"

5K, MIN 26 GA, GALVALUME

GUTTER, PAINT TO MATCH

SIDING

10' - 0"

10' -

3"

CONCRETE PAD AND FOOTER30-A01

3 TYP

B04 - SERVICE PLATFORM-67' - 7 1/4"

XCPXCN

2

30-A01

PROJECT DESCRIPTION:

TO ADD MANUFACTURED SHEDS ON THE B4 LEVEL

SITE INFORMATION:

PP NO: 101-60- (17,18,19 20, 24,25, 36)

300 LAKESIDE AVE, CLEVELAND, OH 44113

APPLICABLE CODES:

2017 OHIO BUILDING CODE W/2017 UPDATES

2017 NATIONAL ELECTRIC CODE

2017 OHIO FIRE CODE

2012 INTERNATIONAL ENERGY EFFICIENCY CODE

CODE SUMMARY:

USE CLASSIFICATION

SECTION 311 S-1

GENERAL EXISTING BUILDING DATA

SECTION 602 TYPE OF CONSTRUCTION 2B

BUILDING FIRE RESISTANCE RATINGS FOR EXTERIOR WALLS

TABLE 602 FIRE RATING OF EXTERIOR WALL BASED ON SEPARATION DISTANCE

X < 5' 2 HOUR FOR S-1

PROJECT AREA

STORAGE SHED ADDITION: 450 SF

SITE LOCATION MAPN

LIFE SAFETY SUMMARY

30-A01 URBAN FARM STORAGE BUILDING ADDITION

30-E01 URBAN FARM STORAGE BUILDING ELECTRICAL PLAN

DRAWING INDEX

GLOBAL CENTER FOR HEALTH INNOVATION ABOVE

STORAGE SHED

HUNTINGTON CONVENTION CENTER OF CLEVELAND

OCCUPIED AREASUNEXCAVATED AREA

SMG

1 ST CLAIR AVENUE, NE

MEZZANINE LEVEL

CLEVELAND, OH 44114

STRUCTURAL ENGINEER

CLIENT

RICHARD L. BOWEN & ASSOCIATES INC.

13000 SHAKER BOULEVARD

CLEVELAND, OHIO 44120

216.491.9300 (PH)

216.491.8053 (FX)

Contact Person: JEFF GRAHAM

ELECTRICAL ENGINEERRICHARD L. BOWEN & ASSOCIATES INC.

13000 SHAKER BOULEVARD

CLEVELAND, OHIO 44120

216.491.9300 (PH)

216.491.8053 (FX)

Contact Person: JACK MCNEELY

BUILDING OWNERCUYAHOGA COUNTY CONVENTION FACILITES

DEVELOPMENT CORPORATION

1 ST. CLAIR AVENUE, NE

3RD FLOOR

CLEVELAND, OH 44114

RICHARD L. BOWEN & ASSOCIATES INC.

13000 SHAKER BOULEVARD

CLEVELAND, OHIO 44120

216.491.9300 (PH)

216.491.8053 (FX)

Contact Person: KEN CHOW

ARCHITECT

PROJECT TEAM

30-A01

1

PROPOSED STORAGE SHED

EXISTING CONCRETE

WALKWAY TO REMAIN

EXISTING BOLLARD TO

REMAIN, TYPICAL

EXISTING RETAINING WALL

AND FENCE TO REMAIN,

TYPICAL

EXISTING WATER FEATURE

EXISTING LIVESTOCK

FEEDER/WATERER

EXISTING CHICKEN COOP

RS

WPG

2-#10, 1-#10 GND IN 3/4" C

1

RS-6

WPG

2-#10, 1-#10 GND IN 3/4" C

1

RS-4

2' - 0"4'

- 0

"

8"

(2)-#5 CONT.

TOP & BOT.

CONC. SLAB - SEE PLAN

PRE-FABRICATED BUILDING WALL,

BASE ANGLE AND ATTACHMENT BY

PRE-ENGINEERED BUILDING

SUPPLIERS

#4 2'-0"x2'-0" @ 1'-6" O.C.

4. BUILDING CODE: 2017 OHIO BUILDING CODE (OBC)

SITE CLASS ................................................................................................................................................................ D

Ss .......................................................................................................................................................................... 0.172

S1 .......................................................................................................................................................................... 0.057

GENERAL

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN, INSTALLATION, AND THE FINAL CLEARANCE OF

ANY TEMPORARY NEEDLING, UNDERPINNING, SHORING, OR BRACING OF EXISTING STRUCTURES.

7. CONSTRUCTION LOADS SHALL NOT EXCEED DESIGN LIVE LOADS. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR ALL DESIGN REQUIRED TO SUPPORT CONSTRUCTION EQUIPMENT USED IN

CONSTRUCTING THIS PROJECT. SHORING AND RESHORING IS THE RESPONSIBILITY OF THE CONTRACTOR.

1. COORDINATE WITH ALL DRAWINGS FOR INFORMATION RELATED TO STRUCTURAL WORK. ANY CHANGES TO

THE BUILDING STRUCTURAL SYSTEM SHALL BE REDESIGNED ONLY BYRICHARD L. BOWEN + ASSOCIATES, INC.

ALL CHANGES MUST HAVE PRIOR AUTHORIZATION OF THE OWNER AND RICHARD L. BOWEN + ASSOCIATES, INC.

2. ALL CONTRACTORS SHALL COORDINATE WITH ALL DRAWINGS WITHIN THE CONTRACT DOCUMENTS.

3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND CONDITIONS RELATED TO EXISTING

CONSTRUCTION, EXISTING SERVICES, AND THE SITE BEFORE BEGINNING WORK.

17. ALL WALL FOOTING REINFORCING SHALL RUN CONTINUOUS THROUGH COLUMN FOOTINGS.

18. BEND ALL HORIZONTAL BARS AROUND ADJACENT CORNERS AND LAP ACCORDING TO TABLE #1.

19. BONDBREAKER MATERIAL SHALL BE 15 POUND FELT PAPER.

14. CHAMFER EXPOSED EDGES OF CONCRETE 3/4", UNLESS NOTED OTHERWISE.

15. PROVIDE CONTROL JOINTS IN ALL SLABS ON GRADE AS SHOWN ON DRAWINGS.

5. DESIGN LOADS:

SEISMIC DESIGN DATA:

OCCUPANCY CATEGORY............................................................................................................................................ I

ROOF LIVE LOAD................................................................................................................................................ 20 PSF

GROUND SNOW LOAD ............................................................................................................................ Pg=30.0 PSF

FLAT ROOF SNOW LOAD .................................................................................................................. Pf=21.0 + DRIFT

ROOF SNOW LOAD:

FLOOR LIVE LOAD............................................................................................................................................ 100 PSF

SEISMIC IMPORTANCE FACTOR ....................................................................................................................... Ie=1.0

SLABS ON GRADE (WELDED WIRE FABRIC).......................................................1/3 SLAB THICKNESS FROM TOP OF SLAB

CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH..............................................................................3"

LOCATION CLEARANCE

TYPICAL REINFORCING BAR CLEARANCE TABLE.

WIND DESIGN DATA:

MINIMUM LAP SPLICE AND ANCHORAGE DIMENSION TABLE #1

BAR SIZE

1. WHEN LAPPING TWO DIFFERENT SIZE BARS, USE THE LAP DIMENSION OF THE SMALLER BAR OR

THE ANCHORAGE DIMENSION OF THE LARGER BAR. USE WHICHEVER DIMENSIONIS LARGER.

#5

#4

#6

#3

Fy = GRADE 60, NON-COATED BARS

32"

22"

43"

16"

3000 PSI CONCRETE

OTHER BARS

34"

26"

17"

43"

33"

22"

16" 13"

TOP BARS

56"

42"

29"

#5

#4

#6

#3 21"

LAP ANCHORAGE ANCHORAGELAPBAR SIZE

8. IF THE FABRICATOR HAS BEEN AUTHORIZED TO USE THE ARCHITECT AND ENGINEER'S DRAWINGS AS

ERECTION DRAWINGS, THE FABRICATOR MUST REMOVE ALL TITLE BLOCKS, PROFESSIONAL SEALS AND ANY

OTHER REFERENCES TO THE ARCHITECT AND ENGINEER FROM THAT ERECTION DRAWING. THE

FABRICATOR'S NAME AND TITLE SHALL BE PLACED ON THE ERECTION DRAWINGS.

CAST-IN-PLACE CONCRETE

1. CAST IN PLACE CONCRETE SHALL CONFORM TO THE LATEST ACI 318 & 350 CODE, STANDARDS AND ACI 301

"STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE", EXCEPT AS MODIFIED HEREIN.

2. SUBMIT LABORATORY TEST REPORTS FOR CONCRETE MATERIALS AND PROPOSED MIX DESIGN TESTS

AND DATA.

3. MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE IN 28 DAYS SHALL BE:

3000 PSI - SPREAD FOOTINGS: MINIMUM CEMENT CONTENT OF 470 LB/CUBIC YARD; WC .50

3500 PSI - INTERIOR SLAB: MINIMUM CEMENT CONTENT OF 517 LB/CUBIC YARD; WC .44

4500 PSI - ALL OTHER CONCRETE MINIMUM CEMENT CONTENT OF 564 LB/CUBIC YARD; WC .45

4. REINFORCING BARS: A615 GRADE 60 KSI YIELD STRENGTH, UNLESS NOTED OTHERWISE. WELDING OR TACK

WELDING A615 BARS SHALL NOT BE PERMITTED.

5. REINFORCING BARS FOR WELDED APPLICATIONS SHALL CONFORM WITH A706, 60 KSI YIELD STRENGTH.

6. WELDED WIRE FABRIC: ASTM A185, FLAT SHEET. ROLLED WWF SHALL NOT BE PERMITTED.

7. CALCIUM CHLORIDE SHALL NOT BE PERMITTED NOR SHALL ANY ADMIXTURE CONTAINING CALCIUM

CHLORIDE BE PERMITTED.

8. ALL CONCRETE SHALL CONTAIN A WATER REDUCING ADMIXTURE CONFORMING TO ASTM C494, TYPE A, F OR G.

9. ALL CONCRETE EXPOSED TO THE WEATHER OR IN A LOCATION VULNERABLE TO DEICERS SHALL CONTAIN

AN AIR-ENTRAINED ADMIXTURE CONFORMING TO ASTM C260. THE AMOUNT OF ENTRAINED AIR SHALL BE

6% ± 1%.

10. CONCRETE SHALL BE DISCHARGED AT THE SITE WITHIN 1 1/2 HOURS AFTER WATER HAS BEEN ADDED TO

THE CEMENT AND AGGREGATES. ADDITION OF WATER TO THE MIX AT THE PROJECT SITE WILL NOT BE

PERMITTED. ALL WATER MUST BE ADDED AT THE BATCH PLANT. SLUMP MAY BE ADJUSTED ONLY THROUGH

THE USE OF ADDITIONAL WATER REDUCING ADMIXTURE OR HIGH RANGE WATER REDUCING ADMIXTURE.

11. PRECAST CONCRETE CUBES OR SAND PLATE CHAIRS SHALL BE USED FOR THE SUPPORT OF

REINFORCING ON GRADE. CONCRETE BLOCK OR CLAY MASONRY BRICK ARE NOT PERMITTED.

12. CONSTRUCTION JOINTS SHALL BE SUBJECT TO REVIEW BY RICHARD L. BOWEN + ASSOCIATES, INC., AND

SHALL BE LOCATED AND DETAILED AS SPECIFIED ON THE DRAWINGS OR AS NOTED.

13. ALL WELDED WIRE FABRIC SHALL BE CHAIRED TO ITS PROPER HEIGHT AND MAINTAINED AT THE PROPER

HEIGHT THROUGHOUT THE CONCRETE PLACING OPERATION. LIFTING OF WELDED WIRE FABRIC WITH A

HOOK DURING CONCRETE PLACEMENT SHALL NOT BE PERMITTED.

16. TOP LAYER OF REINFORCING STEEL IN FOOTINGS SHALL BE CONSIDERED TO BARS REGARDLESS OF

THICKNESS OF CONCRETE BELOW THE BARS.

20. DETERMINE SIZE AND LOCATION OF MECHANICAL EQUIPMENT AND MAKE PROVISIONS FOR BOLTS,

SLEEVES, PADS, ETC., IN ACCORDANCE WITH THE MANUFACTURER'S CERTIFIED DRAWINGS. THIS WORK

SHALL BE COORDINATED WITH THE TRADES INVOLVED PRIOR TO ANY CONCRETE PLACEMENT.

21. REINFORCING BAR LAP SPLICES AND ANCHORAGE LENGTH SHALL CONFORM WITH "MINIMUM LAP

SPLICE AND ANCHORAGE DIMENSION TABLE #1" UNLESS NOTED OTHERWISE ON THE DRAWINGS.

BASIC WIND SPEED .............................................................................................................................V = 105 MPH

OCCUPANCY CATEGORY.................................................................................................................. CATEGORY I

WIND EXPOSURE ................................................................................................................................................... B

SNOW LOAD IMPORTANCE FACTOR .............................................................................................................. Is = 0.8

SNOW EXPOSURE FACTOR ........................................................................................................................... Ce = 1.0

SNOW THERMAL FACTOR ............................................................................................................................... Ct = 1.0

1. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE SURVEY BEFORE BEGINNING CONSTRUCTION.

2. DESIGN SOIL BEARING PRESSURE IS 1000 PSF ASSUMED. FROST DEPTH IS 42".

3. SOIL SUITABILITY AND BEARING CAPACITY SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION.

5. NOTIFY THE ARCHITECT AS SOON AS POSSIBLE OF ANY UNUSUAL SOIL CONDITIONS.

6. SET FOUNDATIONS AT ELEVATIONS SHOWN, OR ON FIRM MATERIAL OF DESIGN BEARING CAPACITY,

WHICHEVER IS LOWER.

A. ALL SOIL SURROUNDING AND UNDER ALL FOOTINGS, FLOOR SLABS, ETC. SHALL BE PROTECTED

FROM FREEZING AND FROST ACTION DURING CONSTRUCTION.

B. WHERE FOOTINGS ARE IN CLOSE PROXIMITY OF SEWERS, DRAINS, CONDUITS, UNDERFLOOR PIPES,

ETC., BOTTOM OF ALL FOOTINGS SHALL BE AT OR BELOW INVERT ELEVATIONS OF ELEMENTS

NOTED HEREIN.

7. STEP FOOTINGS AT A RATIO OF ONE (1) VERTICAL TO TWO (2) HORIZONTAL, WITH A MAXIMUM VERTICAL

STEP OF 2'-0", UNLESS NOTED OTHERWISE.

FOUNDATIONS

4. DESIGN PRESSURES FOR WALLS BELOW GRADE:

SOIL WEIGHT ................................................................................................................................................ 120 PCF

AT REST ...................................................................................................................................................... 60 PSF/FT

AT ACTIVE ................................................................................................................................................... 35 PSF/FT

DRAWING NO.

DATES AND REVISIONS

NOTICEAR

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THIS ARCHITECTURAL ANDENGINEERING DRAWING IS GIVEN

IN CONFIDENCE. NO USE ORDISSEMINATION MAY BE MADE

WITHOUT PRIOR WRITTENCONSENT OF THE ARCHITECT.

ALL RIGHTS ARE HEREBYSPECIFICALLY RESERVED.

© 2017 RICHARD L. BOWEN + ASSOCIATES, INC.

No. Date / Description

1300

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SCALE: 1/8" = 1'-0"30-A01

1 FARM STORAGE SHED PLAN

SCALE: 1/8" = 1'-0"30-A01

2 FARM STORAGE SHED SECTION

SCALE: 1/8" = 1'-0"30-A01

5 FARM STORAGE SHED ELEVATION

MANUFACTURED METAL BUILDING NOTES:

1. PROVIDE 29 GA MIN METAL SIDING WITH 2" MIN RIGID FOAM INSULATION SUPPORTED

BY METAL STUDS AT 16" O.C. MAX.

2. PROVIDE 29 GA MIN METAL ROOF WITH 2" MIN RIGID FOAM INSULATION SUPPORTED

BY METAL STRUCTURE.

3. PROVIDE 12 GA MIN METAL FRAMING.

4. ROOF AND SIDING TO BE SHOP PRIMED AND PAINTED. COLOR TO BE DETERMINED BY

ARCHITECT.

5. PROVIDE MIN 1/2" THICK PRESSURE TREATED OSB INTERIOR WALL FINISH. PRIME

AND PAINT WALLS WITH

6. STORAGE SHED BASIS OF DESIGN: CARPORT CENTRAL (980) 321-9898.

7. METAL BUILDING FABRICATOR TO SUBMIT SHOP DRAWINGS FOR ARCHITECT'S

REVIEW.

8. METAL BUILDING FABRICATOR TO SUBMIT DRAWINGS FOR AHJ REVIEW AS NEEDED.

NOT TO SCALE

PLA

N

NO

RT

HKEY PLAN

METAL INSULATED DOORS AND FRAMES NOTES:

1. DOORS TO BE 72" WIDE X 80" TALL, INSULATED WITH 18GA MIN GALVANIZED FACE

SHEETS WITH INSULATED GLASS HALF LITES.

2. SHOP PRIME AND PAINT BOTH SIDES OF METAL DOORS AND FRAMES TO MATCH

METAL SIDING.

3. DOORS AND FRAMES TO BE BY SAME MANUFACTURER.

4. PROVIDE VERTICAL RODS ON INACTIVE DOORS; PROVIDE MORTISE LOCKSETS WITH

STOREROOM FUNCTION ON ACTIVE DOORS. PROVIDE LOCK CORE AND CYLINDER.

COORDINATE KEYING WITH OWNER.

GUTTER AND DOWNSPOUT NOTES:

1. PROVIDE MIN 2" DOWNSPOUT IN SAME MATERAIL AS GUTTER. PAINT TO MATCH

METAL SIDING. COORDIANTE LOCATION WITH OWNER.

2. PROVIDE STRAPS, ANCHORS, AND OTHER ACCESSORIES NECESSARY FOR GUTTER

AND DOWNSPOUT INSTALLATION.

GENERAL PROJECT NOTES:

1. SUBMIT ALL PRODUCTS FOR ARCHITECT'S REVIEW.

SCALE: 1/16" = 1'-0"30-A01

A SITE PLANSCALE: 1" = 1'-0"30-A01

3 SECTION0 2' 4' 8' 16'

0 3" 6" 1' 2' 0 1' 2' 4' 8'

0 1' 2' 4' 8'

0 1' 2' 4' 8'

Sheets30-A01 - STORAGE BUILDING ADDITION