the overlook - pavilion · 2021. 1. 15. · erect pavilion building for "the overlook"...

ISSUEDATE ISSUEDATE

148 W. Schrock Road Westerville, Ohio 43081

614-891-2042 Fax 614-891-2045

Romanelli & Hughes Building Co. 2020. All rights reserved.c

BUILDING COMPANY

REVIEW

THE OVERLOOK - PAVILION

5/18/20

EXP. 12/31/2021


FOR REVIEW 2020-5-20

BUILDING CONSTRUCTION TYPE & USE

OCCUPANCY TYPE: UTILITY SPRINKLED YES NO

USE GROUP: U

CONSTRUCTION TYPE: V-B

AREA: N/A

HFPA HAZARD: ORDINARY

DESCRIPTION OF WORK

ERECT PAVILION BUILDING FOR "THE OVERLOOK" DEVELOPMENT PERDRAWINGS INDICATED ON FOLLOWING SHEETS

DRAWING INDEX:

A-001 COVER SHEETA-002 GENERAL NOTESA-003 GENERAL NOTESS-101 SITE PLANA-101 FLOOR PLANS/ELEVATIONSA-201 DETAILS - STONE WALL & PIERSE-101 LIGHT AND POWER PLAN/DETAILS/NOTES

LOCATION PLAN AT DEVELOPMENT:

LOCATION MAP:

A. All work shall comply with the Ohio Building Code (OBC), and the National Board of Fire Underwriters Code.B. All Necessary permits, licenses, tests, certificates, etc. shall be obtained and paid for by the contractor.C. All Materials furnished under this contract shall be new unless otherwise called for.D. All work shall be guaranteed against defective material and workmanship for a period of one (1) year after completion and acceptance. The contractor shall repair or replace at their own expense when ordered to do so, all work that may develop defects in material or workmanship within said period of time.E. The General Contractor and each Sub-Contractor shall be responsible for checking existing conditions at the job site before submitting proposal. Submission of proposal shall be taken as evidence that such inspections have been made. Claims for extra compensation for work that could not have been foreseen by such inspection, whether shown on contract documents or not, shall not be accepted or paid.F. Contractors shall dispose of all debris resulting from demolition or execution of their work. Usable items of value removed, but not to be reused, shall be the property of the Owner and returned to the Owner's stock unless and until the Owner waives claim, in which case, items shall become the property of Contractor and disposal of such items will be their responsibility.G. Insurance shall be provided by various contractors in accordance with industry standards and presented to Owner.H. The General Contractor and each Sub-Contractor shall be responsible for checking all dimensions and conditions at the job site before fabricating any materials and report any discrepancies to the Architect.I. All work shall be of first class workmanship (in accordance with trade standards).J. While construction is in progress, the Contractor shall protect any occupied areas from dust and debris. Existing floor covering, or new floor covering which may have to be installed before all general work is completed, shall be protected from dust, paint, and debris.K. Contractor shall be responsible for adequately bracing and protecting all work during construction against damage, breakage, collapse, distortion and misalignment, according to applicable codes, standards and good practice.L. The Architect shall not have control or charge of, and shall not be responsible for the construction means, methods, techniques, sequences or procedures; or for safety precautions and programs in connection with the work, or for acts and omissions of the Contractor, Sub-Contractor or any other persons performing any of the work.M. Dimensions: -All Dimensions shall have preference over scale -Do not scale from blueprints -All dimensions are to stud face unless otherwise noted -All dimensions shall be verified in the field before proceeding with the work. -Architect shall be notified of any errors or omissions for correction before proceeding with the work and during progress of project.N. All symbols and abbreviations used on the drawings are considered to be construction standards. If the Contractor has questions regarding abbreviations or their exact meaning, the Architect shall be notified for clarification.

GENERAL NOTES:

CODE REQUIREMENTS:

2017 OHIO BUILDING CODE (OBC)

2010 ADA STANDARDS FOR ACCESSIBLE DESIGN

FLOOR LIVE LOADS: (W/ REDUCTIONS PER 1608.0 WHERE APPLICABLE)

SLAB 125 PSF ATTIC 125 PSF ROOF LIVE LOADS: 1. MINIMUM DESIGN ROOF LOAD 25 PSF 2. ROOF SNOW LOADS: a. GROUND SNOW LOAD (Pg) 20 PSF b. FLAT ROOF SNOW LOAD (Pf) 15.4 PSF c. SNOW IMPORTANCE FACTOR (I) 1.0 d. SNOW LOAD IMPORTANCE FACTOR 1.0 e. THERMAL FACTOR 1.0 3. THE EFFECTS OF DRIFTING SNOW HAVE BEEN INCLUDED IN THE DESIGN. 4. RAIN-ON-SNOW SURCHARGE 5 PSFWIND LOADS: 1. BASIC WIND SPEED 90 MPH 2. WIND IMPORTANCE FACTOR 1.0 3. BUILDING CATEGORY II 4. WIND EXPOSURE CATEFORY B 5. INTERNAL PRESSURE COEFFICIENT +0.55, -0.55 6. COMPONENTS AND CLADDING: a. ROOF +10 PSF, - 31 PSF MAX. b. WALLS N/ASEISMIC DESIGN CRITERA: 1. SEISMIC IMPORTANCE FACTOR 1.0 2. SEISMIC USE GROUP I 3. MAPPED SPECTRAL RESPONSE ACCELERATION: a. SHORT PERIOD 0.12 b. SECOND PERIOD 0.06 4. SITE CLASS D 5. DESIGN SPECTRAL RESPONSE COEFFICIENTS: a. SHORT PERIOD 0.13 b. 1 SECOND PERIOD 0.10 6. SEISMIC DESIGN CATEGORY B 7. BASIC SEISMIC-FORCE-RESISTING-SYSTEM: CANTILEVERED COLUMN SYSTEM CONFORMING TO ORDINARY STEEL MOMENT FRAMES. 8. DESIGN BASE SHEAR 0.4 KIPS 9. SEISMIC RESPONSE COEFFICIENT (Cs) 0.123 10. RESPONSE MODIFICATION FACTOR (R) 1 1/4 11. ANALYSIS PROCEDURE: EQUIVELANT LATERAL FORCE PROCEDUREOTHER LOADS: 1. PARTITIONS 5 PSF 2. SOIL BEARING (Assumed) 1,500 PSF

DESIGN LOAD REQUIREMENTS:

2012 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)

2017 OHIO MECHANICAL CODE

2017 NATIONAL ELECTRIC CODE

2017 OHIO PLUMBING CODE

2011 OHIO FIRE CODE

2015 INTERNATIONAL FULE GAS CODE

FIRE RESISTANCE RATINGS:EXTERIOR WALLS - 0BEARING WALLS - EXTERIOR - 0 INTERIOR - N/ANON BEARING WALLS - 0NON BEARING WALLS INTERIOR - N/AFLOOR CONSTRUCTION - 0ROOF CONSTRUCTION - 0

A-001

OCCUPANCY LOAD: 40

Exhibit ‘F-3’

ISSUEDATE ISSUEDATE


614-891-2042 Fax 614-891-2045


BUILDING COMPANY

REVIEW


5/18/20

EXP. 12/31/2021

1'-0"

1'-0"

8'-0"

7'-0"

28'-0"

24

'-0

"

36'-5"

4'-0

"4

8'-0

"

4

A-101

FIREPIT

PLANTER

PAVILION

STONE WALL TO

42" ABOVE PATIO

SURFACE

RAMP

EXPOSED AGGREGATE PATIO

SURFACE

DOWN (2)

6" STEPS

POND

2 SIDED

FIREPLACE

3'-6

"

POND WATER LINE

LOWER PATIO

UPPER PATIO

PAVILION

SITE PLAN1/8" = 1'-0"

1 SITE SECTION1/4" = 1'-0"

2

Exhibit ‘F-3’

ISSUEDATE ISSUEDATE


614-891-2042 Fax 614-891-2045


BUILDING COMPANY

REVIEW


5/18/20

EXP. 12/31/2021

30'-0"

26'-0"

9'-0"

8'-0"

9'-0"

26'-0"

30'-0"

2'-0"

7'-0"

4'-0"

SLAB ABOVE

4" CONC SLAB OVER

4" COMPACT FILL

12" TRENCH FOOTING

4

A-101

4

A-101

5

A-101

5

A-101

1'-0" 14'-0" 14'-0" 1'-0"

26'-0"

1'-0"

24'-0"

1'-0"

30'-0"

1'-0" 14'-0" 14'-0" 1'-0"1'-0"

8'-0"

8'-0"

8'-0"

1'-0"

5'-61/2"

4'-21/2" 1'-4"

1'-0"

12'-0"

12'-0"

1'-0"

30'-0"

4

A-101

4

A-101

5

A-101

5

A-101

42" 'ISOKERN' MASONRY

FABRICATED FIREPLACE

RAISED HEARTH

12" x 12" CEDAR COLUMN

(1 OF 4)

PAVILLION

4

A-101

4

A-101

5

A-101

5

A-101

5'-0"

4'-2"

8/1

28/1

2

8/128/12

8 x

12

8 x 12

8 x 12

8 x 12

8 x

12

2 x

10 C

ED

AR

RA

FTER

S

@ 2

4"

O.C

. W

/ 2 x

6 C

OLLA

R T

IES

2 x 12

2 x 12

2 x

12

(2) 2 x 12

8 x

12

VENEER STONE

12 x 12 CEDAR COLUMN

DIMENSIONAL ASPHALT

SHINGLES

12

8

12

8

VENEER STONE


VENEER STONE AT CHIMNEY

12

8

12

8

VENEER STONE


8 x 12 CEDAR BEAM

VENEER STONE AT CHIMNEY

12

8

12

8

VENEER STONE


8 x 12 CEDAR BEAM

2 x 6 ANGLE BRACE

4 x 4 POST

8 x 12 CEDAR BEAM

12

8

12

8

3'-0"

3"

10'-0"

12"

7'-0"

2 x 10 RAFTERS

2 x 6 COLLAR TIES

12" x 12" COLUMN

8" x 8" ROUGH SAWN

MANTLE

LIMESTONE CAP

MANUF. STONE VENEER

8 x 10 BEAM

8 x 12 BEAM

12

812

8

12" WIDE x 36" DEEP TRENCH

FOOTING

3'-0"

3"

10'-0"

2'-10"

2'-0"

1'-0"

12 x12 COLUMN

8 x 12 BEAM

LIMESTONE CAP

TREATED WOOD

FRAMING

COLUMN ANCHOR

MANUF STONE

VENEER

2 x 10 RAFTER

1 x 6 FASCIA

DIMENSIONAL SHINGLES

OVER 15# FELT

TRENCH FOOTING

1/4" = 1'-0"

FOUNDATION PLAN ROOF PLAN1/4" = 1'-0"

FIRST FLOOR PLAN1/4" = 1'-0"

1 2 3

1/4" = 1'-0"

FRONT ELEVATION

1/4" = 1'-0"

REAR ELEVATION

1/4" = 1'-0"

RIGHT ELEVATION

1/4" = 1'-0"

LEFT ELEVATION

1

2 3

4

1/4" = 1'-0"

BUILDING SECTION51/2" = 1'-0"

COLUMN SECTION6

Exhibit ‘F-3’

ISSUEDATE ISSUEDATE


614-891-2042 Fax 614-891-2045


BUILDING COMPANY

REVIEW


5/18/20

EXP. 12/31/2021

TO REMOTE

SWITCH

1/4" = 1'-0"

LIGHTING PLAN1 PENDANT LIGHT2

Exhibit ‘F-3’

City of Dublin, Union County, Ohio 12.22.2020

720 E. BROAD STREET STE. 200COLUMBUS, OH 43215

0 100 200 300

MANUFACTURED STONE VENEER (WALLS, FIREPIT, PLANTER, COLUMN BASE) D· ProVia OHIO VINTAGE LIMESTONE VENEER

(OR OWNER-APPROVED EQUAL - PROVIDE SAMPLE)· CHISELED FACE· ±80% GRAY WITH ±20% BUFF AND BROWN ACCENTS· ASHLAR PATTERN

CAST STONE CAP (WALLS, FIREPIT, PLANTER, COLUMN BASE)A· TECHO-BLOC "YORK" IN IVORY COLOR

(OR OWNER-APPROVED EQUAL - PROVIDE SAMPLE)· BUFF COLOR· CHISELED EDGE

OUTDOOR DINING SETB· POLYWOOD "NAUTICAL" ADIRONDACK 5-PIECE ROUND TRESTLE DINING SET IN WHITE

(OR OWNER-APPROVED EQUAL)· MOVABLE

PICNIC TABLEF· POLYWOOD "PARK" 72 INCH PICNIC TABLE IN WHITE

(OR OWNER-APPROVED EQUAL)· MOVABLE OR SURFACE-MOUNTED (PER OWNER)

ADIRONDACK CHAIRC· POLYWOOD "NAUTICAL" CURVEBACK ADIRONDACK IN WHITE

(OR OWNER-APPROVED EQUAL)· MOVABLE

EXPOSED AGGREGATE CONCRETE PATIOE· DECORATIVE AGGREGATE TO COMPLEMENT WALL

VENEER STONE COLORS· ±80% BUFF/BROWN WITH ±20% ACCENTS

the overlook - pavilion · 2021. 1. 15. · erect pavilion building for "the overlook"...

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