Drawings
733 KB Posted
- Attached to
- Hargett Roof Replacement College of Coastal GA
- Solicitation number
- CCGA-2203
- Issued by
- Georgia
About this file
This is a Drawings file supporting a roof replacement project at Hargett, College of Coastal Georgia in Georgia. The project involves comprehensive roofing system replacement for an existing building with approximately 15,255 square feet of roof area. The existing roofing system consists of a built-up roofing system over rigid insulation and lightweight concrete sloping. The building features one main roof with a smaller lower roof on the front facade and a rear addition matching the height of the main roof. The main roof and lower roof areas are ballasted, while the addition features a granulated top sheet without ballast.
The scope of work includes selective demolition, miscellaneous rough carpentry, installation of flashings and roof accessories such as curbs, roof drains, metal copings and caps, TPO roof systems, roof insulation, and sealants. The contractor is responsible for verifying all existing conditions and dimensions, as the information provided regarding the existing roofing system and building configuration is for courtesy reference only. The drawings file serves as a technical reference document to support bidders in preparing accurate proposals and understanding the project requirements for the roof replacement work.
Text of this file
A1.1
EXISTING ROOF PLAN
1/8" = 1'-0"
MAXIMUM
FRONT FACE
HEIGHT
(in.)
PERIMETER PRESSURE
(psf)
HORIZONTAL
METAL TYPE
CORNER PRESSURE
(psf)
VERTICAL HORIZONTAL VERTICAL
0.050" ALUMINUM
0.050" ALUMINUM
24 GA. STEEL
24 GA. STEEL
24 GA. STEEL
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
0.050" ALUMINUM 12 116 N/A N/A109
CLEAT
(ga.)
1. PRODUCT TO BE INSTALLED IN STRICT ACCORDANCE WITH
MANUFACTURER'S PRINTED INSTRUCTIONS.
2. PRE-DRILL WITH 3/16-IN. DRILL BIT FOR MASONRY CONDITIONS.
3. CONTACT/COORDINATE WITH MANUFACTURER FOR INSTALLATION
NEEDED TO MEET/EXCEED ANSI/SPRI/FM4435/ES-1 DESIGN CRITERIA.
REINFORCED TPO ROOFING
MEMBRANE
1-1/2-IN. SS RING SHANK NAILS,
PROVIDED @ 12-IN. O.C. FOR ALL
FACE SIZES
#14 x 1-1/2-IN. UNIVERSAL FASTENER, PROVIDED @ 12-IN. O.C. FOR FACE
SIZES > 9-IN
1-1/2-IN. SS RING SHANK NAILS,
PROVIDED @ 12-IN. O.C. FOR
FACES > 6-IN.
SPRING CLEAT FORMED IN 10-ft. LENGTHS CONCEALED SPLICE, 4-in. WIDE FASCIA CAP FORMED IN 10-ft. LENGTHS
BOTTOM OF NEW FASCIA SHALL
MATCH BOTTOM OF ORIGINAL FASCIA.
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FASCIA DETAIL
1/8" = 1'-0"
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ROOF PLAN
& DETAILS
A1.1
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GENERAL NOTES
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1. VERIFY ALL EXISTING CONDITIONS PRIOR TO VERIFY ALL EXISTING CONDITIONS PRIOR TO START OF CONSTRUCTION. 2. SEE SPECIFICATIONS FOR ADDITIONAL SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 3. NOT ALL ROOF PENETRATIONS AND EQUIPMENT IS NOT ALL ROOF PENETRATIONS AND EQUIPMENT IS SHOWN.
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GENERAL ROOFING NOTES
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1. PERFORM A COMPLETE TEAR OFF. SEE PERFORM A COMPLETE TEAR OFF. SEE SPECIFICATIONS FOR ADDITIONAL INFORMAITON. 2. VERIFY CONDITION OF ROOF DECK AFTER ROOF VERIFY CONDITION OF ROOF DECK AFTER ROOF TEAR OFF AND PRIOR TO START OF ROOF SYSTEM INSTALLATION. DECK/SUBSTRATE SHALL BE DRY, SOUND, CLEAN, SMOOTH AND FREE OF DEPRESSIONS, WAVES AND PROJECTIONS. DO NOT BEGIN INSTALLATION OF ROOF SYSTEM UNTIL ROOF DECK/SUBSTRATE IS ACCEPTABLE.
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ROOF PLAN NOTES
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1. EXISTING ROOF DRAIN: REMOVE AND REPLACE. EXISTING ROOF DRAIN: REMOVE AND REPLACE. 2. EXISTING SKYLIGHT: REMOVE AND INFILL. EXISTING SKYLIGHT: REMOVE AND INFILL. 3. EXISTING SKYLIGHT CURB (CURB ONLY): REMOVE EXISTING SKYLIGHT CURB (CURB ONLY): REMOVE AND INFILL. 4. EXISTING HVAC ITEM: TO BE REMOVED. VERIFY EXISTING HVAC ITEM: TO BE REMOVED. VERIFY WITH OWNER PRIOR TO REMOVAL. 5. EXISTING SKYLIGHT: TO REMAIN. NEW FLASHING. EXISTING SKYLIGHT: TO REMAIN. NEW FLASHING. 6. EXISTING DOWNSPOUT FROM UPPER ROOF TO EXISTING DOWNSPOUT FROM UPPER ROOF TO LOWER ROOF. SEE SPECIFICATIONS FOR WORK. 7. IT ANTENNA. COORDINATE WITH CAMPUS IT FOR IT ANTENNA. COORDINATE WITH CAMPUS IT FOR TEMPORARY RELOCATION AND REINSTALLATION (BY CAMPUS IT).
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ANSI/SPRI/FM4435/ES-1 TEST PRESSURES UP TO 117 PSF (HORIZONTAL)
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COPYRIGHT AND REPRODUCTION NOTICE
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AutoCAD SHX Text Ramsay Sherrill Architects and may not be reproduced
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DRWN/CHKD:
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JOB NO.
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PLOTTED:
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DATE:
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AutoCAD SHX Text 11/30/2021
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SLS
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EXTENT OF LOW ROOF
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AREA (SQ FT.)
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ZONE 1 (PSF)
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ROOF WIND UPLIFT SCHEDULE FOR STEPPED ROOFS
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AutoCAD SHX Text WIND PRESSURE UPLIFT NOTES: 1. DESIGN WIND PRESSURES WERE CALCULATED IN ACCORDANCE WITH ASCE 7-16 DESIGN WIND PRESSURES WERE CALCULATED IN ACCORDANCE WITH ASCE 7-16 BASED ON AN EFFECTIVE WIND AREA AND WITH KD=0.85. 2. MULTIPLY DESIGN WIND PRESSURES BY A FACTOR OF 0.6 TO CONVERT TO MULTIPLY DESIGN WIND PRESSURES BY A FACTOR OF 0.6 TO CONVERT TO SERVICE LEVEL LOADS (ASD). 3. ROOF UPLIFT WIND PRESSURES IN ZONES 1, 2, AND 3 ARE GROSS UPLIFT ROOF UPLIFT WIND PRESSURES IN ZONES 1, 2, AND 3 ARE GROSS UPLIFT VALUES. NET UPLIFT PRESSURES SHALL BE CONSIDERED EQUAL TO GROSS PRESSURES. 4. IF A PARAPET EQUAL TO OR HIGHER THAN 3FT IS PROVIDED AROUND THE IF A PARAPET EQUAL TO OR HIGHER THAN 3FT IS PROVIDED AROUND THE PERIMETER OF THE ROOF, THE UPLIFT VALUES FOR ZONE 3 SHALL BE EQUAL TO THOSE FOR ZONE 2. 5. TABULATED WIND PRESSURES SHALL BE USED IN THE DESIGN OF EXTERIOR TABULATED WIND PRESSURES SHALL BE USED IN THE DESIGN OF EXTERIOR COMPONENT AND CLADDING MATERIALS. INTERPRETATION AND APPLICATION OF THESE PRESSURES TO SPECIFIC PORTIONS OF THE BUILDING AREAS SHALL BE THE RESPONSIBILITY OF THE EXTERIOR COMPONENT AND CLADDING MATERIAL SUPPLIER.
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48.4 psf
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45.2 psf
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41.0 psf
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37.8 psf
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ZONE 2 (PSF)
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63.9 psf
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59.8 psf
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54.4 psf
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50.2 psf
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ZONE 3 (PSF)
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87.1 psf
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78.9 psf
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68.0 psf
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60.0 psf
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SCALE
AutoCAD SHX Text RWP JOB No.
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ISSUE
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SEAL & SIGNATURE
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THIS IS A REPRODUCTION OF A
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RWP DRAWING AND IS SUPPLIED
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FOR USE ONLY FOR WORK AUTHORIZED
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THIS REPRODUCTION SHALL NOT
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BE DISCLOSED, USED OR REPRODUCED
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EITHER WHOLLY OR IN PART EXCEPT
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IN CONNECTION WITH SUCH USE, OR
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WITH THE PRIOR WRITTEN CONSENT
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NOTE:
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THIS DRAWING MUST NOT BE USED
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FOR CONSTRUCTION OR FABRICATION
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UNTIL SIGNED AS CHECKED AND
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ISSUED FOR CONSTRUCTION BY RWP.
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OF RWP.
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BY RWP.
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INITIAL DRAWING DATE:
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LAST DATE REV. :
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RWP PROJECT ENGR:
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CADD FILE:
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DRAWN BY:
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CLIENT PROJECT MANAGER:
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RWP PROJECT MANAGER:
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LAST REV. BY:
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REFERENCE
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DRAWINGS
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ISSUE FOR:
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DESCRIPTION
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DESCRIPTION
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DESCRIPTION
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DATE
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DATE
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DATE
AutoCAD SHX Text RWP Engineering, Inc.
AutoCAD SHX Text Industrial / Commercial / Utilities
AutoCAD SHX Text Consulting Engineers
AutoCAD SHX Text 9100 White Bluff Rd., Suite 605 Savannah, GA 31406
AutoCAD SHX Text Phone: (912) 231-9212
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ROOF WIND UPLIFT SCHEDULE AND CONSTRUCTION NOTES
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RAMSAY SHERRILL ARCHITECTS
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COLLEGE OF COASTAL GEORGIA - HARGETT ADMINISTRATION BUILDING
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AS SHOWN
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21RM02
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FAM
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JGP
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21-RM02-S1.0
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FAM
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JGP
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ISSUE FOR CONSTRUCTION
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CONSTRUCTION
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ISSUE FOR CONSTRUCTION
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AutoCAD SHX Text CONSTRUCTION SPECIFICATIONS DESIGN CRITERIA DESIGN IS IN ACCORDANCE WITH 2018 INTERNATIONAL BUILDING CODE WITH 2020 GEORGIA STATE AMENDMENTS. WIND LOADS: ULTIMATE WIND SPEED = 130 MPH (3 SECOND GUST) NOMINAL WIND SPEED = 101 MPH (3 SECOND GUST) RISK CATEGORY: II EXPOSURE CATEGORY: B INTERNAL PRESSURE COEFFICIENT = +0.18/-0.18 COMPONENTS AND CLADDING PRESSURE = (SEE DIAGRAM)
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JOB NORTH
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EXISTING ROOF PLAN
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SCALE: 1/8" = 1'-0"
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DRAWING SIZE =
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SCALE: 1/8" = 1'-0"
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| Sheets and Views |
| A1-1 |
Other files
| File | Type | Posted |
|---|---|---|
| Award Information | — | |
| Bid Results | — | |
| NIO | — | |
| Project Manual | — |
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