water plant roof - cuyahoga falls
TRANSCRIPT
PROJ. #:
DRAWN BY:
SCALE:
DATE:
GARLAND®
AS NOTED
04/13/2021
COVERSHEET
A-001
DRAWING INDEX
A-001 COVERSHEET
A-101 ROOF PLAN
CITY of CUYAHOGA FALLS
LIMIT OF WORK
PROJECT AERIAL VIEW
CITY of
CUYAHOGA FALLS
2028 Munroe Falls Avenue
Cuyahoga Falls, OH 44221
2028 Munroe Falls Avenue, Cuyahoga Falls, OH 44221
WATER PLANT ROOF
WATER PLANT ROOF
A-501 ROOF DETAILS
ENLARGED AERIAL VIEW
30'-0" 30'-0" 30'-0"
16
'-0
"
5'-0
"
11'-0"
21
'-0
"
RD RD RD RD RD RD
ROOF N.I.C.
19'-0"
ROOF HATCH
CURB DETAIL
COUNTER FLASHING DETAIL COUNTER FLASHING DETAIL
COPING CAP DETAIL
COPING CAP DETAIL
COPING CAP DETAIL
PROJ. #:
DRAWN BY:
SCALE:
DATE:
GARLAND®
AS NOTED
04/13/2021
ROOF PLAN
A-101
1
A-101
ROOF PLAN
SCALE: N.T.S.
1.) IT IS THE ROOFING CONTRACTOR'S RESPONSIBILITY TO
FAMILIARIZE THEMSELVES WITH ALL DETAILS INVOLVED IN THE
ROOFING CONTRACT.
2.) ALL DRAWINGS ARE GRAPHIC REPRESENTATION OF
APPROXIMATE LOCATIONS OF EXISTING AND NEW MATERIALS. IT
IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL EXISTING
CONDITIONS PRIOR TO COMMENCEMENT OF WORK.
3.) THE ROOFING CONTRACTOR TO PROTECT ALL ADJACENT
SURFACES NOT SCHEDULED FOR WORK AND TO REPAIR ANY
DAMAGED AREAS AS A RESULT OF CONTRACTOR WORK AT NO
ADDITIONAL COST TO THE OWNER.
4.) THE ROOFING CONTRACTOR SHALL BE RESPONSIBLE TO
MAINTAIN WATER TIGHTNESS AND PROVIDE PROTECTION AT
ANY/ALL OPENINGS IN THE ROOF LEFT AT THE END OF EACH
CONSTRUCTION DAY.
5.) CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS,
CONDITIONS AND QUANTITIES.
GENERAL NOTES:
2
A-101
TYPICAL ROOF SECTION GRAVEL FINISH
SCALE: N.T.S.
3
A-101
AIR HANDLING UNIT DETAIL
SCALE: N.T.S.
CITY of
CUYAHOGA FALLS
2028 Munroe Falls Avenue
Cuyahoga Falls, OH 44221
WATER PLANT ROOF
PROJ. #:
DRAWN BY:
SCALE:
DATE:
GARLAND®
AS NOTED
04/13/2021
ROOF DETAILS
A-501
1
A-501
CURB AT AIR HANDLING STATION DETAIL
SCALE: N.T.S.
2
A-501
ROOF HATCH DETAIL
SCALE: N.T.S.
3
A-501
PIPE PENETRATION DETAIL
SCALE: N.T.S.
4
A-501
ROOF DRAIN DETAIL
SCALE: N.T.S.
5
A-501
ROOF DRAIN RETROFIT DETAIL
SCALE: N.T.S.
6
A-501
SURFACE MOUNTED COUNTERFLASHING DETAIL
SCALE: N.T.S.
CITY of
CUYAHOGA FALLS
2028 Munroe Falls Avenue
Cuyahoga Falls, OH 44221
WATER PLANT ROOF
15.5 Zone 2 psf 26.1 39.3
3 ft. 0 in.
Fastener Safety Factor 3.00
IV
1
120
ASCE 7-10
B
20.00
Minimum Building Width 16.00
Roof Pitch (X, Y) 0.13 : 12
Zone 2(eaves, ridge,
hip)
If you have any questions, please call 800-321-9336 or respond to [email protected]
System Type:
NOTES:
*Unless specifically stated otherwise, these calculations are based on
ASCE 7-10 (American Society for Civil Engineers); if a specific building code is required, please specify.
*It is recommended to include the "Negative Uplift Pressures" in the specifications as well as the Safety
Factor, Importance Factor, Building Category, Wind Speed, Ultimate Pullout Value, and Exposure.
EDGE SECUREMENT: Edge metal system must be ANSI/SPRI ES-1 compliant, as required by
section 1504.5 of International Building Code. Edge metal system may be an ANSI/SPRI ES-1
*The Wind Speed is determined based upon geographical location.
*The Exposure and Importance Factors are needed to determine the uplift pressures.
The Garland Company, Inc.
Low Slope Roofing Wind Uplift Calculations
3800 East 91st Street
Cleveland, Ohio 44105-2197
Phone: (800) 321-9336 Fax (216) 883-2046
Roof
Water Plant Roof
Pump Station
Project
Sales Rep. Matt McGonigal Location Cuyahoga Falls, OH
System Type:
Edge Zone Width "a"
Importance Factor
Design Roof
Importance
Exposure Category
Zone 3
Attachment Method: Mech/ Fasten Surfacing:
__ fasteners per 4' x
8' board(mid roof) (corners)
Zone 1
Mineral Surface
__ fasteners per 4' x
8' board
__ fasteners per 4' x
8' board
Zone 1 psf
Modified Bitumen Hot
(eaves, ridge, hip)
Modified Bitumen
Design Methodology
Zone 3 psf
(corners)(mid roof)
Wind Speed
3800 East 91st Street, Cleveland, Ohio 44105-2197 Phone: (800) 321-9336
PROJECT Water Plant Roof
ROOF SECTION Pump Station
DATE 4/12/2021
BASIC VELOCITY PRESSURE 21.95 psf
DESIGN CODE ASCE 7-10
SYSTEM TYPE BASIC WIND SPEED 120 mph
SYSTEM SCOPE EXPOSURE CATEGORY B
SURFACING TOPOGRAPHY FACTOR 1.00
ATTACHMENT METHOD BUILDING TYPE
SUBSTRATE MATERIAL ROOF PITCH (X, Y) 0.13 12
SUBSTRATE THICKNESS 22 gauge RUN TO RIDGE 8
FASTENER TYPE EAVE HEIGHT 20
FASTENER SAFETY FACTOR 3 DESIGN ROOF HEIGHT 20.00 ft
ULTIMATE FASTENER PULLOUT 456 lbs/screw IMPORTANCE CLASS / FACTOR IV 1
ALLOWABLE FASTENER PULLOUT 152 lbs/screw MIN. BLDG WIDTH 16 ft
WIND-BORNE DEBRIS REGION
PARAPET No
ROOF ANGLE 0.62 deg
PROTECTED OPENINGS Yes
ROOF TYPE
ZONE 1 ZONE 2 ZONE 3 ZONE 4 ZONE 5
ROOF PRESSURE (psf) 15.5 26.1 39.3 15.4 19.0
OVERHANG PRESSURE (psf) 22.39 22.39 36.88
EDGE ZONE WIDTH "a" = 3.00 ft 1.6 0.64 3
No
Modified Bitumen Hot
Mech/ Fasten Insul/Board
Gable
Steel: OMG Standard
Steel
Building & Site Data
Enclosed
System & Attachment Data
Modified Bitumen
Mineral Surface
3800 East 91st Street, Cleveland, Ohio 44105-2197 Phone: (800) 321-9336
