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SECTION 00 9113ADDENDUM NO. 1
PROJECT: CITY PARK ELEMENTARY SCHOOLBID PACKAGE #1; ROOF AND HVACDALTON, GEORGIA
OWNER: DALTON PUBLIC SCHOOLS412 SOUTH HAMILTON STREET DALTON, GEORGIA(706)-226-3521
ARCHITECT: JAMES W. BUCKLEY & ASSOCIATES, INC.P.O. BOX 466, 423 PINE AVENUE SUITE 200ALBANY, GEORGIA, 31702PHONE (229)-883-4698, FAX (229)-883-0936
CM FIRM PARRISH CONSTRUCTION GROUP, INC675 MANSELL ROAD, SUITE 230ROSWELL, GEORGIA 30076PHONE 678-382-0712; FAX 678-382-0722
DATE ISSUED: FEBRUARY 23, 2018
BID DATE: MARCH 6, 2018
CONTRACT DOCUMENTS DATED FEBRUARY 19, 2018, ARE HEREBY MODIFIED AND INTERPRETED AS NOTED HEREIN.ACKNOWLEDGE RECEIPT OF ADDENDUM IN THE SPACE PROVIDED ON BID PROPOSAL. FAILURE TO DO SO MAY, AT THEOWNER'S OPTION, SUBJECT THE BIDDER TO DISQUALIFICATIONS.
CHANGES TO THE PROJECT MANUAL
1. SECTION 01 2300; ALTERNATES:
A. Page 01 2300-2, Paragraph 3.01.E.2.a1. Change ‘ERU (Energy Recovery Units): Aaon’ TO ‘ERU (Energy Recovery Units): Daiken
2. SECTION 05 5000; METAL FABRICATIONS:
A. Page 05 5000-8, Add Paragraph 2.18 and 2.19 as follows:
‘2.18. STEEL LADDERS
A. General:1. Fabricate ladders for locations shown, with dimensions, spacings, details and anchorages
indicated.2. Comply with requirements of ANSI A14.3.
B. Siderails: 1. Continuous steel channels C4x5.4 with smoothed legs, spaced 18" apart.
C. Pipe Rungs:1. 1" galvanized steel pipe, spaced 12" o.c.2. Fit rungs in centerline of side rails, plug weld and grind smooth on outer rail faces.
D. Support each ladder at top and bottom and at intermediate points spaced max. 4'-0" o.c. by meansof welded steel brackets. 1. Brackets: 4" x 9 " x 3/8" steel strap returned 4" on wall and projected to hold centerline of
ladder rungs clear of wall surface by min. 8".2. Extend side rails 42" above top rung, and return rails to wall or structure unless other secure
handholds provided.3. If the adjacent structure does not extend above top rung, goose-neck extended rails back to
structure to provide secure ladder access.
213-17 00 9113 - 1 Addenda # 1
E. Provide non-slip surface on top of each rung, either by coating rung with aluminum oxide granulesset in epoxy resin adhesive, or by using type of manufactured rung filled with aluminum oxide grout.
F. Finish: Factory primed, Field painted.
2.19 LADDER SAFETY CAGES
A. General: Fabricate ladder safety cages to comply with ANSI A14.3; assemble by welding orriveting.
B. Application: Provide ladder safety cages at ladders where ladder height exceeds 12'-0".
C. Primary Hoops: Steel bars, 5/16" x 4", for top, bottom, and for cages longer than 20 feet, intermedi-ate hoops spaced max. 20'-0" o.c.
D. Secondary Intermediate Hoops: Steel bars, 5/16" x 2" hoops spaced max. 4'-0" o.c. betweenprimary hoops.
E. Vertical Bars: Steel bars, 5/16" x 2", secured to each hoop, spaced approximately 9" o.c.
F. Fasten assembled safety cage to ladder rails and adjacent construction as indicated.
G. Finish: Factory primed, Field painted.
B. Page 05 5000-10, Add Paragraph 3.09 and 3.10 as follows:
‘3.09 INSTALLATION OF LADDERS
A. Provide and install ladders at each roof scuttle (hatch) and elsewhere where indicated on drawings.
B. Ladder to be installed plumb and true and centered on roof hatch.
3.10 INSTALLATION OF LADDER SAFETY CAGE
A. Provide and install safety cage on each ladder over 10'-0" in height.
B. Unless noted otherwise, provide security gate at entrance to cage.’
3. SECTION 07 5419; POLYVINYL CHLORIDE (PVC) ROOFING
A. Page 07 5419-5; Paragraph 2.05.A:1. Walkway pads to be of the same material as the roofing membrane.
CHANGES TO THE DRAWINGS
NOTE: "Clouds" are provided on drawings for the convenience of the Contractor only! "Clouds" are without forceand effect on the contract documents.
1. SHEET EX1.0: A. Delete this sheet and replace with attached revised Sheet EX1.0, dated 2-23-2018.
2. SHEET D1.3: A. Delete this sheet and replace with attached revised Sheet D1.3, dated 2-23-2018.
3. SHEET A1.4: A. Delete this sheet and replace with attached revised Sheet A1.4 dated 2-23-2018.
213-17 00 9113 - 2 Addenda # 1
4. SHEET A1.4; Revised 2-23-2018: A. Plan #1; Composite Roof Plan:
1. Add a wall mounted ladder and safety cage from southeast corner of gymnasium lobby to the gymnasiumroof.. Refer to Sheet A6.4, attached hereto, details 7, 8, 9, 10 and 11.
5. SHEET A6.4: A. Add Sheet A6.4 dated 2-23-2018.
6. SHEET A14.0: A. Delete this sheet and replace with attached revised Sheet A14.0 dated 2-2-2018.
7. SHEET A14.1: A. Delete this sheet and replace with attached revised Sheet A14.1 dated 2-23-2018.
8. SHEET A14.2: A. Delete this sheet and replace with attached revised Sheet A14.2 dated 2-23-2018.
9. SHEET A14.3: A. Delete this sheet and replace with attached revised Sheet A14.3 dated 2-23-2018.
10. SHEET A14.4: A. Delete this sheet and replace with attached revised Sheet A14.4 dated 2-23-2018.
END OF ADDENDUM NO. 1
Attachments: The following enclosures are part of this addendum. Contractor shall review enclosure list and compareto enclosures provided. Should enclosures be found to be missing notify the Architect immediately.
A. SPECIFICATIONS:1. Section 10 7313, Protective Covers, Pages 10 7313-1 through 10 7313-5.
B. DRAWINGS1. Architectural: EX1.0, D1.3, A1.4. A6.4, A14.0, A14.1, A14.2, A14.3, A14.4
213-17 00 9113 - 3 Addenda # 1
City Park Elementary SchoolBid Package 1 - Roofing and Hvac
SECTION 10 7313PROTECTIVE COVERS
ISSUED -ADDENDA 1 FEBRUARY 23, 2018
PART 1 - GENERAL
1.01 RELATED DOCUMENTS
A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division-1Specifications sections apply to work of this Section.
1.02 DESCRIPTION OF WORK
A. Extent of protective covers shown on drawings.
B. Types of protective covers required include the following:1. Walkway covers.2. Wall supported canopies.
C. Manufacturer's standard components used, providing components, accessories, and complete structure conformto architectural design appearance shown and to specified requirements.
D. Concrete walks and foundations and installation of anchor bolts specified in Division 3.
1.03 QUALITY ASSURANCE
A. Design Criteria: Comply with structural requirements indicated on drawings on Sheet S0.1.
B. Deflection: Walkway cover deck to support a point load of 250 pounds with a maximum deflection of l/180.
C. Fabrication Criteria: Provide protective covers produced by manufacture regularly engaged in fabrication anderection of type and quality indicated.1. Design sizes of prefabricated components and necessary field connections required for erection to permit
easy assembly and disassembly.2. Fabricate components in manner that once assembled may be disassembled, repackaged and reassembled
with min. amount of labor and max. salvageability.
1.04 SUBMITTALS
A. Product Data: Submit manufacturers product information, specifications and installation instructions forbuilding components and accessories.
B. Shop Drawings: Submit complete erection drawings showing anchor bolts settings, roof framing, transversecross sections, covering and trim details, and accessory installation details to clearly indicated proper assemblyof components.
C. Samples: Submit samples of following.1. 12" long by actual width of roofing panels, with required finishes.2. 12" long section of column/bent, with required finishes.3. 12" long fascia, with required finishes.4. Available finishes for components.5. Fasteners for application of roofing panels.6. Sealants and closures.
213-17 10 7313 - 1 Protective Covers
City Park Elementary SchoolBid Package 1 - Roofing and Hvac
1.05 CERTIFICATION
A. Certification: Submit written Certification prepared and signed by a Professional Engineer, registered topractice in State of Georgia, verifying that cover design meets indicated loading requirements and codes ofauthorities having jurisdiction.
B. Certificate of Compliance: Submit, as part of Shop Drawings, certification from manufacturer of product ormaterials furnished herein, stating that product(s) and / or material (s) being furnished comply with technicalprovisions contained herein.1. Any and all deviations from technical provisions of specifications shall be specifically noted.
1.06 DELIVERY, STORAGE AND HANDLING
A. Deliver and store prefabricated components, sheets, panels, and other manufactured items so they will not bedamaged or deformed.
B. Stack materials on platforms or pallets, covered with tarpaulins or other suitable weathertight ventilatedcovering.1. Store metal sheets or panels so that water accumulations will drain freely.2. Do not store sheets or panels in contact with other materials which might cause staining.
1.07 WARRANTY
A. Manufacturer's Product Warranty:1. Manufacturer guarantee panels for five (5) years against panel rupture, structural failure or perforation due
to corrosion.2. Provide paint manufacturer's five (5) year guarantee against fading, cracking, peeling, blistering or wear-
thru of paint film.
PART 2 - PRODUCTS
2.01 ACCEPTABLE MANUFACTURERS
A. Manufacturer: Subject to compliance with requirements, provide products of one of following:1. Alcan Building Products, Div. of Alcan Aluminum Corp., Warren, OH.2. American Aluminum Products, Inc., Atlanta, GA. 3. American Walkway Covers, LLC4. E. L. Burns Co., Inc., Shreveport, LA.5. Childers Carports and Structures, Inc., Houston, TX.6. Crown Metal Industries, Inc., Trussville, AL.7. Ditmer Architectural Aluminum, Winter Springs, FL. 8. Howmet Aluminum Corp., Mesquite, TX.9. Mapes Industries, Inc., Lincoln, NE.10. Mason Corp., Birmingham, AL.11. Mitchell Metals12. NuVent, Inc., Houma, LA.13. Perfection Architectural Systems, Inc.14. Peachtree Protective Covers15. Texas Aluminum Industries, Inc.
2.02 MATERIALS
A. Aluminum Members: Alloy temper recommended by manufacturer for strength, corrosion resistance, andapplication of required finish; ASTM B 221 for extrusions, ASTM B 209 for sheet/plate.
B. Fasteners: Non-magnetic stainless steel screws for deck fasteners, aluminum rivets for trim fasteners.
C. Sealants: Refer to Section 07 9200 - Sealants.
213-17 10 7313 - 2 Protective Covers
City Park Elementary SchoolBid Package 1 - Roofing and Hvac
D. Protective Coating: Clear acrylic enamel.
2.03 SYSTEM DESCRIPTIONS
A. Walkway Covers and Metal Door Canopies: Extruded aluminum column and beam frame with extrudedaluminum roof panels and fascia of nominal width, length, height and type indicated.
2.04 COMPONENTS
A. General: Length of span and spacing of frames as indicated except slight variations acceptable to meetmanufacturer's standard.
B. Columns: Columns shall be extruded aluminum, radius-cornered tubular shaped members complying with thefollowing criteria.1. Thickness: Minimum thickness of column: 0.125"2. Size: Minimum size: 4" x 4" unless larger size indicated on drawings or required to support loads.3. Drainage: Provide cutout and internal diverter for drainage where indicated.
a. Provide drainage opening in each column. b. Circular downspout opening in column not acceptable.
C. Beams: Beams shall be open-top tubular extrusion of size and shape shown on drawings, top edges thickenedfor strength and designed to receive deck members in self-flashing manner. Extruded structural ties shall beinstalled in tops of all beams.
1. Thickness: Minimum thickness of beams: 0.125"2. Where deck parallel to walk, beams to be open top tubular extrusion of size required to support loads if
size shown on drawings not sufficient, top edges thickened for strength and designed to receive deckmembers in self flashing manner, ends closed with watertight plate to match beam.
3. Where deck perpendicular to walk, beams to be tubular extrusion of size required to support loads if sizeshown not sufficient.
D. Wall Hanger Assemblies: Manufacturers standard assembly of pipe, roll formed or extruded aluminum andcast; extruded or formed connections.1. Finish of hangers to match finish on canopies.
E. Fascia: Extruded Aluminum: Manufacturer's standard profile shown.1. Thickness: Minimum thickness of Fascia: 0.090" thick.
F. Roof Panels: Extruded self-flashing sections interlocking into composite unit spanning min. two bays wherepossible; sufficient camber to offset deflection and cause positive drainage. 1. Wall thickness: Min. required for structural properties for loads specified; no less than 0.062" thick.2. Depth: As indicated; min. 3".
G. Accessories: Brackets, flashing, etc. of same materials and finish as prime components.
2.05 FABRICATION
A. Bent Construction: Beams and columns shall be factory welded with neatly mitered corners into one-piece rigidbents. 1. All welds shall be smooth and uniform using an inert gas shielded arc. Suitable edge preparation shall be
performed to assure 100% penetration. 2. Grind welds only where interfering with adjoining structure to allow for flush connection. Field welding
is not permitted. 3. Rigid mechanical joints may only be used if fully welded bents cannot be shipped on local, state of federal
highways without special permit from the department of transportation.4. All workmanship must be of the very best, with neat miters and fitted joints, as befits an ornamental
structure.
213-17 10 7313 - 3 Protective Covers
City Park Elementary SchoolBid Package 1 - Roofing and Hvac
2.06 FINISHES
A. Flouropolymer Coating: Full-strength 70% "Kynar 500" coating baked-on for 15 minutes at 450oF (232oC), ina min. dry film thickness of 1.0 mils, 30% reflective gloss (ASTM D 523), over 0.3 mil baked-on epoxy primer.1. Provide color as selected by Architect from Manufacturer's standard colors.2. Durability: Provide coating field tested under normal range of weathering conditions for min. of 20 years
without significant peel, blister, flake, chip, crack or check in finish, and without chalking in excess of 8(ASTM D 659), and without fading in excess of 5 NBS units.
3. Colors:a. Fascia: Bronze.b. Deck: Bronze
PART 3 - EXECUTION
3.01 APPLICATION
A. Install door canopies in locations shown on drawings; If not indicated on drawings, provide as a minimum thefollowing:1. Install one canopy at each exterior door (single, double, multiple, and overhead) where door is not covered
as a result of a roof overhang, installation of a walkway cover, or being recessed in the building.2. Install elsewhere where indicated on drawings.
B. Where door canopies are to be installed, sizes to be as indicated; minimum sizes to be as follows: 1. Single Door Application: 5'-0" wide X 5'-0" Projection 2. Double Door Application: 8'-0" wide X 5'-0" Projection. 3. Multiple Door Application: Opening width plus 3'-0" X 5'-0" wide Projection. 4. Overhead Door: Opening width plus 3'-0" X 5'-0" wide Projection.
C. Walkway covers to be installed where and in manner indicated.
3.02 ERECTION
A. Framing: Erect framing true to line, level and plumb, rigid and secure.1. Anchor columns in manner indicated with full bearing to supporting structures.2. Use non-shrinking grout to obtain uniform bearing and to maintain true elevation.
3.03 WALKWAY COVER
A. Column Sleeves: Column sleeves (styrofoam blockouts) or anchor bolts (if required) shall be furnished andinstalled.
B. Erection: Protective cover shall be erected true to line, level and plumb. Aluminum columns embedded inconcrete shall be protected by clear acrylic. Downspout columns shall be filled with grout to the discharge levelto prevent standing water. Non-draining columns shall have weep holes installed at top of concrete to removecondensation. 1. Columns shall be plumb to within 1/8" in 10'-0".2. Deck shall be run true and straight to within 1/8" in 10'-0".
C. Assemble: Assemble walkway cover in accordance with manufacturers written instructions.1. All joints and seams to be water tight.2. Provide flashing where walkway cover abuts building exterior wall, where canopy levels change and
elsewhere, where required to ensue watertightness.3. Apply seam sealer at each joint and connection.
3.04 ROOF PANELS
A. General: Arrange and nest sidelap joints so that joints waterproof.1. Apply panels and associated items for neat and weathertight enclosure.2. Avoid "panel creep" or application not true to line.3. Protect factory finishes from damage.
213-17 10 7313 - 4 Protective Covers
City Park Elementary SchoolBid Package 1 - Roofing and Hvac
B. Provide weather seal where required; flash and seal roof panels where adjoining other construction with rubber,neoprene, or other closures to exclude weather.
C. Where canopy abuts wall provide sheet metal vertical wall and cap flashing; Seal water tight.1. Flashing to be minimum 0.040" prefinished aluminum of color to match canopy fascia.
3.05 ADJUST AND CLEAN
A. Clean completed system, inside and out, promptly after erection.
B. Remove excess sealant compounds, dirt, and other substances from aluminum surfaces.
C. Institute protective measures and other precautions required to assure protective covers without damage ordeterioration, other than normal weathering, at time of Final Acceptance.
END OF SECTION 10 7313
213-17 10 7313 - 5 Protective Covers
UP
BUILDING 2034CONSTRUCTED 2002
BUILDING 8030CONSTRUCTED 1964
BUILDING 2041CONSTRUCTED 1974
BUILDING 2040CONSTRUCTED 1958
BUILDING 2033CONSTRUCTED 1975
BUILDING 2030CONSTRUCTED 1957
BUILDING 2031CONSTRUCTED 1964
BUILDING 2032CONSTRUCTED 1983
EXISTING RETAINING WALL BELOW TO REMAIN
AREA #2
AREA #1
AREA #4AREA #3
AREA #3
AREA #3AREA #3
AREA #3
AREA #5AREA #6
EXISTING ROOF TO REMAIN
EXISTING ROOF TO REMAIN
EXISTING ROOF TO REMAIN
EXISTING ROOF TO REMAIN
EXISTING ROOF TO REMAIN
I1
I1
I1
I1
I1
I2
I3
I3I3
I5
I5
I5
I5
I5
I5
I5
I5
I5
I5
I5
I5
I6
I6
I6I6
I6
I6I6
I6
I7 I7I7
I7 I7I7
I7
I7
I7
I7
I7
I7
I7
I7
I5
I5
I5
I5
I11
I11
I11
I11
I11
I11
I11
I11
I11
I11
I11
I11
I11
I11
I11
I11
I12
I12I12
I12
I12
I12
J1J1 J1
J1J1 J1
J1J1
J1J1
J1J1
J1
J1 J1
J1 J1
J1 J1
J1
J1
J1J1
J1 J1
J1
J1
J1
J1
J4
J4J4
J3
J3
J3
J3
J3
J3
J3J3J3J3J3
J3J3J3J3
K9
K2K2
K2K2
K4
K4
K4
K5
K5
K5
K5 K5
K5 K5
K6K4
K4 K4
K4 K4
K5
K6
K6K6K6
K6
K6
K7
K7K7
K7 K7K7
K7
K11
K11
K11
K11
L3
3' - 8" ± 30' - 0" ± 102' - 8" ± 29' - 5" ±
88' - 1 7/8" 28' - 6 1/4" ± 20' - 8" ±
1' - 4
" ±39
' - 8 3
/8" ±
41' -
4" ±
120'
- 9 3/
4" ±
11' -
1" ±
65' -
6 5/8"
±
12' -
0" ±
16' -
1" ±
5' - 6
" ±46
' - 10
" ±5'
- 6" ±
16' -
1"12
' - 0"
±
64' -
2" ±
11' -
0" ±
9' - 0" ±
268' - 2" ±
40' -
2 3/8"
±8'
- 2 1/
8" ±
15' -
9 1/2"
±
4' - 0
5/8"
±
20' -
8" ±
20' -
9"
2' - 1
0 3/8"
±
7' - 6
1/4"
±28
' - 0"
±16
0' - 9
3/8"
±TY
P.2'
- 0" ±
60' -
2" ±
2' - 0
" ±
2' - 7" ± 61' - 1" ± 2' - 7" ± 25' - 0" ± 80' - 4" ±
32' - 0" ±
37' -
8" ±
153' - 11" ± 66' - 3" ± 47' - 5" ±
52' - 1
0 3/8"
±
37' -
8" ±
37' -
8" ±
56' - 1
0" ±
56' - 10" ±
17' -
0" ±
2' - 6" ±
46' - 8" ±
R 70' - 9"
L6
KEY PLANNORTH
BLDG. 8030
BLDG. 2034
BLDG. 2041
BLDG. 2030BLDG. 2031
BLDG. 2040
BLDG. 2033
BLDG. 2032
BLDG. 2030
BLDG. 101
EXISTING CONDITION-GENERAL NOTES
A This sheet is intended to represent, to the best of the architect’s knowledge, the existing conditions. The information is based upon a review of the original construction drawings and field visits by the architect.1 Prior to bidding the contractor shall visit the project and verify existing
conditions. 2 The contractor shall perform any necessary exploratory work to determine
the nature of the existing conditions which nay affect the contractors bid and the ability of the contractor to perform the work specified in a manner consistent with the contract documents, referenced standards, manufacturers requirements and applicable codes and regulations.
3 The contractor shall verify all dimensions prior to bidding.4 The contractor shall verify number and type of roof penetrations prior to
bidding.5 No changes to the contract amount with be considered for changes required
due to actual field conditions differing from conditions shown on contract documents when such field conditions are visible and/or verifiable and which should have been known by the contractor through a detailed field inspection prior to bidding.
EXISTING ROOF TYPES - DESCRIPTION
B Area #1; Administration Area: The existing roofing system consists of spray applied polyurethane foam roof with an silicone coating over built up roof system over deck board over metal roof decking. The existing roof structure is flat. The roof slope is obtained through the sloping of the roof deck insulation.
C Area #2; Administration Area: Existing standing seam metal roofing over rigid insulation over existing metal decking. The roof slope is obtained through the sloping of the existing structure (light gage metal framing).
D Area #3; Classroom Wings: The existing roofing system consists of spray applied polyurethane foam roof with an silicone coating over built up roof system over concrete roof deck. The existing roof structure is flat. The roof slope is obtained through the sloping of the roof deck insulation
E Area #4; Connecting Corridor: The existing roofing system consists of spray applied polyurethane foam roof with an silicone coating over built up roof system over deck board over metal roof decking. The existing roof structure is flat. The roof slope is obtained through the sloping of the roof deck insulation
F Area #5; Gymnasium: The existing roofing system consists of built up tar and gravel roof system over rigid roof decking insulation on cementitious roof decking and 1" foam board, supported by bulb tees and a sloping steel framed roof structure.
G Roof Area #6; Gymnasium Lobby: The existing roofing system consists of built up tar and gravel roof system over rigid roof decking insulation on cementitious roof decking and 1" foam board, supported by bulb tees. The existing structure is sloped.
EXISTING ROOF - KEYED NOTES
H General: The drawings are intended to represent, based on information available, the existing conditions. 1 The drawings do not show all roof penetrations. Prior to bidding the contractor shall
visit the project site to verify number and type of roof penetrations as well as other conditions which may affect the contractor’s bid.
2 No requests for change orders or additional monies will be considered for existing conditions which are readily visible and ascertainable prior to bidding of work.
I Architectural Equipment:1 Roof scuttle (hatch)2 Steel ladder extending from lower to upper roof.3 Roof expansion joint and cover4 Fire and smoke vent.5 Metal gutter6 Metal downspout connected to underground storm drainage system7 Metal downspout and splash block8 Round sheet metal roof drain leader connected to underground storm
drainage system.9 Walkway pads10 Skylight11 Parapet wall12 Parapet wall scuppers
J Plumbing Equipment:1 Roof Drain2 Emergency Relief Drain3 Plumbing Vent Stack4 Gas distribution line and supports5 Hvac equipment condensate drain
K Mechanical Equipment:1 Exhaust fan and curb2 Ventilating fan and curb3 Gravity ventilator4 Turbine ventilator5 Metal gas flue6 Roof top Hvac equipment and curb7 Mini-Split Hvac Unit on Roof Curb8 Roof top Hvac duct work penthouse9 Kitchen exhaust hood10 Gravity air intakes11 Hvac Ductwork
L Electrical Equipment:1 Electrical conduit2 Lightening protection3 Existing satellite dish and support system4 Existing light on fascia5 Electrical photo cell6 Electrical disconnect
WAR
NING
: Co
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PROJECT NUMBER
PROJECT DATE
APPROVED BY
CHECKED BY
DRAWN BY
Copyright (c) 2013All Rights Reserved.
ISSUED FOR:NOT VALID UNLESS SIGNED
JAMES W
. BUCKLE
Y & ASSOCIA
TES IN
C. ‐‐ A
RCHITEC
TSSW
AIN
SBORO
, ALB
ANY, ROME, SAVANNAH AND BRU
NSW
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GEO
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SHEET NUMBER:
2/22/2
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EX1.0
SCALE: 1/16" = 1'-0"EX1.01 EXISTING COMPOSITE ROOF PLAN
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2/19/18
1
ADDENDUM 12/23/18
1
BUILDING 2034CONSTRUCTED 2002
BUILDING 8030CONSTRUCTED 1964
BUILDING 2041CONSTRUCTED 1974
BUILDING 2040CONSTRUCTED 1958
BUILDING 2033CONSTRUCTED 1975
BUILDING 2030CONSTRUCTED 1957
BUILDING 2031CONSTRUCTED 1964
BUILDING 2032CONSTRUCTED 1983
EXISTING ACCESS DOOR, MODIFY AS REQUIRED TO ACCOMODATE THE WORK INDICATED TO BE PERFORMED
EXISTING EXHAUST FAN REF TO MECHANICAL
AREA #2
AREA #2
AREA #1
EXISTING KITCHEN HOOD TO REMAIN
AREA #4AREA #3
AREA #3
AREA #3AREA #3
AREA #3
AREA #5AREA #6
GG
G
G
G
G
G
H
H
I
I
AREA #7
AREA #7
AREA #7
J
J
J
K
K
K
K
K
K
K
KL
L
L
L
L
L
L
L
L
M
M
M
M
P P.1P.1
P.1
P.1
P.1 P.1P.1
RP.1
RR
R
R
M
EXISTING GUTTER & DOWNSPOUT TO REMAIN UNLESS REPLACEMENT IS REQUIRED
EXISTING GUTTER & DOWNSPOUT TO REMAIN UNLESS REPLACEMENT IS REQUIRED
EXISTING GUTTER & DOWNSPOUT TO REMAIN UNLESS REPLACEMENT IS REQUIRED
EXISTING GUTTERS & DOWNSPOUTS TO REMAIN, TYP. FOR AREA #2
QQQ
Q
Q
Q
P
P
P.1
TU
P.3 P.3 P.3
P.3P.3P.3
P.3
P.3
P.4
RP.1P.4
TUTU
TU TU
TUTU
T
TT
TT
TT
T
T
TT
T T
T
T
T
T
T T T
TTT
V
REMOVE ALL BRACKETS ATTACHED TO BRICK AT WALL BELOW
WW
W
V
V
V
V
V
V
V
VVVVV
VVVV
V
V
V
X
ZZ
ZZ
X X
X
XX
XX
X
X
X
ROOFTOP HVAC DUCT FRAMEWORK IS TO BE REMOVED WHERE NOT LONGER REQUIRED FOR SUPPORT OF DUCT (TYP.)
Y
Y
AA
BB BELOW
EXISTING ACCESS LADDER AT LOW ROOF TO REMAIN
X
X
Y
2
A14.4
EJ
EJ
EJ
EJ
3' - 8" ± 30' - 0" ± 102' - 8" ± 29' - 5" ±
3' - 11 1/2" ± 8' - 0" ± 77' - 0 7/8" ± 27' - 7 5/8" ± 20' - 8" ±
1' - 4
" ±39
' - 8 1
/2" ±
41' -
4" ±
120'
- 9 3/
4" ±
11' -
1" ±
65' -
6 5/8"
±
12' -
0" ±
16' -
1" ±
5' - 6
" ±46
' - 10
" ±5'
- 6" ±
16' -
1"12
' - 0"
±
64' -
2" ±
11' -
0" ±
9' - 0" ±
268' - 2" ±
40' -
2 3/8"
±8'
- 2 1/
8" ±
15' -
9 1/2"
±
4' - 0
5/8"
±
20' -
8" ±
20' -
9" ±
52' - 1
0 3/8"
±
3' - 9
" ±
6' - 7
5/8"
±28
' - 0"
±16
0' - 9
3/8"
±TY
P.2'
- 0" ±
60' -
2" ±
2' - 0
" ±
2' - 7" ± 61' - 1" ± 2' - 7" ± 25' - 0" ± 80' - 4" ±
32' - 0" ±
37' -
8" ±
REMOVE EXISTING COPING AT TOP OF PORTALCANOPY TO REMAIN
REMOVE EXISTING COPING AT TOP OF PORTAL, CANOPY TO REMAIN
37' -
8" ±
56' - 1
0" ±
56' - 10" ±
TYP.12' - 0" ±
153' - 11" ± 66' - 3" ± 47' - 5" ±
46' - 8" ±
R 70' - 9"
2' - 6" ±
17' -
0" ±
2
A14.4
1A6.0
KEY PLANNORTH
BLDG. 8030
BLDG. 2034
BLDG. 2041
BLDG. 2030BLDG. 2031
BLDG. 2040
BLDG. 2033
BLDG. 2032
BLDG. 2030
BLDG. 101
GENERAL RE-ROOFING NOTES
A General Notes: General notes apply to all applicable conditions unless otherwise noted.
B Manufacturers Recommendations: All work to be performed in full compliance with the contract documents and the manufacturers requirements and as necessary to obtain the specified system warranties.
C Roof Drainage: Provide drainage ‘crickets’ on the up-slope side of roof top equipment to drain water around equipment.
D Equipment Curbs: Where required to comply with requirements of the contract documents and the manufacturers written recommendations, remove, raise and reinstall roof top scuttles (access doors), parapet walls, building expansion joints, mechanical and electrical equipment.1 Roof Top Equipment: Where existing roof top equipment is less than 8"
above the surface of the roof, as part of the work of this contract, the contractor shall remove equipment, raise curb and reinstall equipment.
2 Penetrations through Roof: Where electrical conduits or pipes penetrate roof system, extend such item so that the top of the item is not less than 8" above the surface of the new roofing system. Provide boot and flashing; refer to details.
E Roof Deck Insulation: 1 Building: Thickness of the new roof insulation to be a minimum of 4" at
eaves and at drains. Coordinate height with nailers and field conditionsa Thickness to be as required to achieve a minimum average R-value
of 22.b Slope roof deck insulation a minimum of 1/4" per foot.c Provide crickets at each roof curb to drain water around curb.
2 Exterior Canopies and Walkway Covers: Thickness of the new roof insulation to be a minimum of 2" at eaves and at drains. Coordinate height with nailers and field conditionsa Thickness to be as required to achieve a minimum average R-value
of 10.b Slope roof deck insulation a minimum of 1/4" per foot.c Provide crickets at each roof curb to drain water around curb.
KEYED RE-ROOFING NOTES
F Keyed Notes: Keyed notes apply where referenced on roof plan and for similar and like conditions.
G Roof Areas 1, 3, and 4: Remove existing roof system completely, including, but not strictly limited to, spray applied polyurethane foam roof, acrylic coating, gypsum board underlayment, EPDM single ply roofing system, built up roofing system, wood fiber board, metal flashing, underlayment, vapor barriers, rigid roof deck insulation and other materials required to expose the existing roof deck.1 Provide new elastic (flexible) sheet (PVC) roofing system over new
polyisocyanurate/perlite rigid roof deck insulation mechanically attached to existing metal roof deck.
2 Taper insulation as required to obtain slopes indicated. The minimum roof slope shall be no less than 1/4" per foot.
3 Minimum overall average R-value of new insulation shall be no less than R-22.
4 Modify (raise) nailers as required to accommodate new insulation thickness.
H Roof Areas 2: Existing standing seam metal roofing system to remain including metal roof, insulation and underlay. The new standing seam metal roofing system including metal roof, insulation and underlay is to be place over the existing standing seam metal roofing system.1 Provide new standing seam metal roofing system, including anchor clips,
ridge capes, closures and other items indicated, detailed, specified and required to provide a watertight installation.
2 Provide a minimum of 4" thick rigid roof deck insulation over existing sloping metal roofing.
3 Minimum thickness of insulation to be 4".4 Minimum overall average R-value of new insulation shall be no less than
R-22.5 Provide continuous peel and stick type bituminous leak barrier under new
standing seam metal roofing6 Modify (raise) nailers as required to accommodate new insulation
thickness.
I Roof Areas #5 and #6: Remove existing roof system completely, including, but not strictly limited to, spray applied polyurethane foam roof, acrylic coating, gypsum board underlayment, EPDM single ply roofing system, built up roofing system, wood fiber board, metal flashing, underlayment, vapor barriers, rigid roof deck insulation and other materials required to expose the existing roof deck.1 Provide new elastic (flexible) sheet (PVC) roofing system over new
polyisocyanurate/perlite rigid roof deck insulation mechanically attached to existing cementitious roof deck.
2 Provide a minimum of 4" thick rigid roof deck insulation. Insulation to follow existing roof slope. Provide crickets at roof top openings and equipment to drain water around these items
3 Minimum overall average R-value of new insulation shall be no less than R-22.
4 Modify (raise) nailers as required to accommodate new insulation thickness.
J Roof System #7; The roof referenced by this note has previously been replaced. No work on the roof of this area required other than what is required to accommodate new work specified as part of other sections (Plumbing, mechanical and architectural).
K Metal Coping: Remove existing metal copings and replace with new standing seam metal copings. Extend EPDM roofing over top of parapet, under coping to serve as secondary flashing.1 Provide metal coping on top of all existing parapet walls.2 Where the top of existing parapet is less than 8" above the surface of the
new roof, raise parapet using pressure treated 2 by lumber as required to obtain a minimum height of 8" above the new roof.
L Parapet Walls: At existing parapet walls the existing concrete coping is to remain. The contractor is to remove existing metal coping, wood nailers, vertical wall flashing, loose paint and other materials from the parapet wall and as required for installation of new materials.1 Install new membrane coated metal vertical wall flashing full height of
parapet. Extend sheet roofing membrane over the top of the parapet wall and down the outside face of the parapet 2".
2 Install new pressure treated 2 by nailers at top of parapet. Slope nailers to drain. Secure to existing masonry at parapet with 5/8" diameter epoxy set bolts at 32" on center.
3 Install new prefinished, standing seam type, metal coping with continuous concealed cleats at top of parapet. Slope towards roof to drain.
M Roof Scuttles: Where existing roof scuttles are less than 8" above the surface of the roof, as part of the work of this contract, the contractor shall remove scuttle, raise curb and reinstall scuttle.1 Curb to be raised using pressure treated 2 by lumber and marine grade
plywood.2 Interior of curb to be painted to match adjacent surfaces.
N Sky Lights: Remove existing sky lights, curb, flashing and other associated materials in their entirety. Replace skylights with new sky lights.
O Metal Ladders: Remove existing metal ladders as required for installation of new vertical wall flashing (or wall panels). Re-install metal ladders over new vertical wall membrane. Secure ladders to wall using original bolts. 1 Remove all rust by wire brushing/grinding surface of support steel. Prime
with rust preventative paint and apply finished paint in accordance with section 09 9000, Painting.
2 Where this note is referenced, remove ladder, install new gutter, and reinstall ladder. Modify ladder as required to accommodate new gutters.
P Metal Gutters and Downspouts: Where gutters currently exist and where indicated on contract documents, remove the existing gutters completely, including gutter, hangers, and fasteners and replace with new pre-finished metal gutter of size and shape shown on drawings.1 Metal Downspouts: Where downspouts currently exist and where indicated
on contract documents, remove the existing downspouts completely, including downspout, anchor straps, fasteners, and splash blocks and replace with new pre-finished metal downspout of size and shape shown on drawings.
2 Splash Blocks at Roof: Provide, at each downspout, where downspout spills out on the surface of a new roof, a new concrete splash block. Splash block to be placed over a 2"-0" x 4'-0" protective roof membrane flashing pad. Fully adhere pad and block to roof system use materials compatible with new roof system.
3 Splash Blocks at Grade: Provide, at each downspout, where downspout spills out at grade, a new concrete splash block.
4 Underground Storm Drainage System: Where existing underground storm drainage system currently exists connect new downspout to existing underground storm drainage system.
a Provide, at each downspout a steel downspout boot. Paint to match downspout.
Q Fascia System: Where existing metal fascias exist and where indicated on the drawings the contractor shall remove the existing metal fascia and replace with new pre-finished metal fascia.
R Scuppers: Where existing scuppers exist the contractor shall remove existing scuppers completely and replace with new pre-finished metal scuppers.1 Minimum size of scupper to be 4" x 8". Enlarge opening in parapet wall as
required to obtain size indicated.2 Extend sheet metal scupper a minimum of 2" beyond the face of the
parapet wall to form a drip on the drainage side of the wall.
S Roof Openings: Where existing equipment is removed and not scheduled to be replaced, the contractor shall enclose the existing openings with new materials to match the existing.
T Roof Drains (RD): Remove each existing roof drain (RD) completely including grate, bowl, flange, bolts and all other related items. Replace each existing roof drain with a new roof drain of size, type and materials to match the existing roof drain. 1 Roof Drain to be equal to Zurn 100 ERC crown roof drain of size to match
existing.
U Roof Drain Leaders: Remove existing roof drain leader (downspout) and replace with new roof drain leader (downspout) of size, shape and color to match existing.1 Sheet metal downspout leader to be a minimum of 24 gage prefinished
(Kynar) metal. Comply with requirements for downspouts (Section 07 6200).
2 Provide sheet metal trim at underside of roof overhang to match existing.3 Tie downspout (roof drain leader) into underground storm drainage system
where underground drainage systems exist. Where an underground drainage system does not exist, spill out on a new concrete splash at grade.
V Plumbing Vent Stacks: Existing vents stacks to be modified and/or extended as required to provide conditions suitable for installation of new roof and flashing and to provide a minimum of 12" from the top of the vent stack to the surface of the new roof.1 Provide boot and cap flashing at each vent stack.
W Gas Piping and Gas Piping Support System: The existing gas piping is supported by a variety of different systems. The existing gas pipe support systems shall be removed in their entirety down to the existing roof deck.1 Provide new 7" adjustable roller bearing type support system with pipe
straps equal to Micro Industries, Inc. Model No. 3-RAH-7, unless ‘higher’ unit required due to height of gas piping. Space support systems at a maximum of 10'-0" and 6" from each ‘T’, ‘L’, or other type of intersection, unless closer spacing required by system manufacturer or applicable codes.
2 Gas Piping: Remove all rust by wire brushing/grinding surface pf piping. Prime with rust preventative paint and apply finished paint in accordance with section 09 9000, Painting.
X Roof Top Hvac Equipment: Mechanical Systems: Where roof top mechanical equipment (exhaust fans, flues, in takes, louvers, Hvac equipment, kitchen exhaust hood, and other similar items) exist, and the top of the existing curb is less than 8" above the surface of the new roof surface, as part of the contract, the contractor shall remove existing equipment, raise curb so that the top of the curb is a minimum of 8" above the surface of the roofing system, re-install equipment in fully operational condition. Extend and/or modify plumbing, duct work, utilities, and electrical as required to accommodate the re-located equipment. Curb to be raised using pressure treated 2 by lumber and marine grade plywood.1 Remove refrigerant from mechanical units indicated to be removed,
relocated, and/or replaced with new. Where units are to be re-used, re-charge system with refrigerant.
Y Existing Turbine Ventilators: Remove existing turbine ventilators, curb, flashing and other associated materials in their entirety. Enclose opening with materials and methods to match adjacent roof systems. New roof and deck to extend over the enclosed opening.
Z Existing Exhaust Fans: Remove and replace existing roof top exhaust fans with new materials of type, size, function and appearance to match existing.
AA Satellite Dish: Remove existing satellite dish, concrete pavers at base of dish, support framing and electrical associated with satellite dish completely.
BB Electrical Conduits; Lightening Protection and Similar Items: Remove existing electrical equipment as required for installation of new vertical wall flashing (or wall panels). Re-install electrical equipment over new vertical wall membrane.
CC Roof Scuttles: Remove roof scuttle, curb and all attached accessories. Infill remaining access opening with cementitous panel.
WAR
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Arch
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and d
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and c
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PROJECT NUMBER
PROJECT DATE
APPROVED BY
CHECKED BY
DRAWN BY
Copyright (c) 2013All Rights Reserved.
ISSUED FOR:NOT VALID UNLESS SIGNED
JAMES W
. BUCKLE
Y & ASSOCIA
TES IN
C. ‐‐ A
RCHITEC
TSSW
AIN
SBORO
, ALB
ANY, ROME, SAVANNAH AND BRU
NSW
ICK
GEO
RGIA
SHEET NUMBER:
2/22/2
018 5
:03:04
PM
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D1.3
SCALE: 1/16" = 1'-0"D1.31 DEMOLITION ROOF PLAN
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BID PACKAGE 1ROOFING AND HVAC
2/19/18
1
ADDENDUM 12/23/18
1
1
1
BUILDING 2034CONSTRUCTED 2002
BUILDING 8030CONSTRUCTED 1964
BUILDING 2041CONSTRUCTED 1974
BUILDING 2040CONSTRUCTED 1958BUILDING 2033
CONSTRUCTED 1975
BUILDING 2030CONSTRUCTED 1957
BUILDING 2031CONSTRUCTED 1964
BUILDING 2032CONSTRUCTED 1983
A10.0
1
EXISTING ROOF ACCESS DOOR TO REMAIN
EXISTING ROOF ACCESS DOOR TO REMAIN
INFILL WHERE DEMOLITION OCCURRED WITH CEMENTITIOUS PANEL
EXISTING ACCESS DOOR, MODIFY AS REQUIRED TO ACCOMODATE THE WORK INDICATED TO BE PERFORMED
A10.0
3
4
A10.33 2A10.4
A10.31
A10.1
1
3
A10.1
2
A10.1
4
A10.2
3
1
A10.3 4
A10.2
2
A10.2
4
3 2
A10.41 A10.4 4
A10.0
2
6" / 12" 6" / 12
"
6" / 12"
6" / 1
2"
3
A14.0
1
A14.0
2
A14.0
3
A14.2
1
A14.2
2
A14.2
5
A14.2
5
A14.2
4
A14.2
2
A14.1
4
A14.0
4
A14.0
4
A14.0
4
A14.0 4
A14.0
4
A14.0
6
A14.2
7
A14.2
8
A14.2
7
A14.1
9
A14.29
A14.1
1
A14.3
1
A14.3
LO
8
A14.1 HI
2
A14.3
2
A14.3
3
A14.3
2
A14.1
6
A14.2
4
A14.3
4
A14.3
8
A14.1
SIM
8
A14.1
SIM
6" / 1
2"
6" / 12"6" / 12"
6" / 1
2"EXISTING SCUPPER TO REMAIN
EXISTING SCUPPER TO REMAIN
EXISTING SCUPPER TO REMAIN
EXISTING ROOFING, GUTTERS AND DOWNSPOUTS TO REMAIN
EXISTING ROOFING, GUTTERS AND DOWNSPOUTS TO REMAIN
EXISTING ROOFING, GUTTERS AND DOWNSPOUTS TO REMAIN
EXISTING ROOFING, GUTTERS AND DOWNSPOUTS TO REMAIN
CONCRETE CANOPY BELOW, SLOPE TO DOWNSPOUT
5
A14.0LO
6
A14.0
6
A14.0HI &LO
HI &LO
TYP.
TYP.
LO
5
A14.2
5
A14.2
5
A14.3 LO
6
A14.3
7
A14.3
SIM
SIM5
A14.2
SIM
4
A14.0SIM
9
A14.3LO
A10.51 2A10.6
1
EJ
RS
RSERD
ERD
ORS
ORS
ORS
ERD
ERDERD
ERD
ERD
ERDERDERD
ERD
ERD
ERD
ERDERD
ERD
ERD ERD
ERD
ERD
ERDERDERD
ERD ERD
EJ
ERD
EDGE OF WALL BELOW SHOWN DASHED
NEW ROOF CRICKETS AT EXISTING CHIMNEY TO REMAIN
EDGE OF WALL BELOW SHOWN DASHED
KITCHEN EXHAUST TO REMAIN
4
A7.1
5
A7.1
NEW GUTTER AND DOWN SPOUTS CONNECT TO EXISTING DRAINS AT GROUND LEVEL
NEW GUTTER AND DOWN SPOUTS CONNECT TO EXISTING DRAINS AT GROUND LEVEL
RS5
A14.3LOSIM.
+4"
+12"
+4"
+12"
+14"
+14"
+14"
+14"
+14"
+4"
+14"
+4"
+14"
+4"
+14"
+4"
+14"
+14"
+14"
+4"
+14"
+4"
+14"
1/4"/FT 1/4"/FT 1/4"/FT 1/4"/FT
1/4"/F
T
1/4"/F
T
1/4"/F
T
+14"
1/4"/FT 1/4"/FT 1/4"/FT 1/4"/FT
1/4"/F
T
1/4"/F
T
1/4"/F
T
1/4"/F
T
1/4"/F
T
1/4"/F
T
1/4"/F
T
1/4"/FT
+4" +4"
+4" +4"
+4"+4"
+4" +4"
+4"+4"
+4"
+4"
+4"
+4"+4"
+4"+4"
+4"
+4"+11"
+10"
+12"
+9"
+11"
+11"
+9
+11"+11"
+11"
+11"
+9"
+6"
+9"
1/4"/F
T
1/4"/FT
1/4"/F
T
1/4"/F
T
1/4"/F
T
1/4"/F
T
1/4"/FT
1/4"/FT
LEVEL RIDGE
SLOPING VALLEY
SV
16'-0" ±
2'-0"
±4'-
0" ±
14'-0" ±
12'-0
" ±
12'-0" ±
2'-10" ±
2'-0" ±
2'-0" ±
2'-0" ±
2'-0" ±
10'-6" ±
2'-0" ±
14'-0" ±
2'-0" ±EXISTING SCUPPER TO REMAIN
SV
SR
SV
SV
SV
SVSV
SR
SV
SV
SV
SV
SV
+6"
+6"
+8"
+8"
+6"
SR
LR
SV
SV
SV SVSV
SV
SV +11"+11"
+11"
11"
1/4"/FT
1/4"/FT
1/4"/FT
1/4"/FT
+6"BELOW+6"
EXISTING ROOF ACCESS DOOR TO REMAIN
+12"
+12"
+12"
+11"
+11"
1/4"/FT
1/4"/F
T
1/4"/F
T1/4
"/FT
1/4"/F
T
1/4"/F
T
1/4"/F
T
1/4"/FT1/4"/FT
1/4"/FT1/4"/FT
1/4"/FT
1/4"/FT 1/4"/FT
1/4"/F
T1/4
"/FT
1/4"/FT1/4"/FT
1/4"/F
T1/4
"/FT
1/4"/F
T1/4
"/FT
1/4"/F
T
1/4"/F
T
1/4"/F
T1/4
"/FT
1/4"/F
T
1/4"/F
T
SV
SV
LEVE
L RID
GELE
VEL R
IDGE
LEVE
L RID
GE
SLOPING VALLEYSLOPING VALLEY
SLOPING VALLEY SLOPING VALLE
Y
SV
SV
SV
SV
SLOPING VALLEYSLOPING VALLEY
SLOPING VALLEYSLOPING VALLEY
SLOPING VALLEYSLOPING VALLEY
SLOPING VALLEYSLOPING VALLEY
SLOPING VALLEY SV
LEVEL RIDGE LEVEL RIDGE
LEVEL RIDGE LEVEL RIDGE
EJ
SV
SV
+8"
SV
SV
+12" +12"
+8"
+8"
SV
SV SV
SV
SV
SV
SVSV
SV
+12" +12"
SLOPING VALLEY
SLOPING VALLEY
LEVEL RIDGESLOPING VALLEY
SLOPING VALLEY
SLOPING VALLEY
SLOPING VALLEY
SLOPING VALLEY
SLOPING VALLEY
+4"
+4"
+12"
1/4"/FT
1/4"/FT
1/4"/FT
1/4"/FT+12"
+12"
SV
LR1/4"/FT
1/4"/FT
LR
1"/FT+15.75"
+4"+4"
+4" +4"
+4"
+4"
SLOPING RIDGE
SLOPING RIDGE
LR
LEVE
L RID
GELE
VEL R
IDGE
+8"LR
+8"RELIEF CHANNEL
RELIEF CHANNEL
LR LR+8"
RELIEF CHANNEL
LR
1'-8" ±
+8"
+8"RELIEF CHANNEL
RELIEF CHANNEL
+8"
RELIEF CHANNEL
LR LR LR
SR
SR
EXISTING CONCRETE FASCIA AND SOFFIT ARE TO BE PAINTED
RELIEF CHANNEL
RELIEF CHANNEL
+8"RELIEF CHANNEL
+12"
+8"
RELIEF CHANNEL
RELIEF CHANNEL
+8"RELIEF CHANNEL
+12"
+12"
RELIEF CHANNEL
+12" +12"
LEVE
L RID
GE
LR LR
1/4"/F
T
1/4"/F
T
1/4"/F
T
1/4"/F
T
SV
SV
SV
RELIEF CHANNEL
+12"
+12"
+12"
+12"
RELIEF CHANNEL
RELIEF CHANNEL
+12"
1/4"/FT1/4"/FT
SV
SV
SV
SV
SV
SV
SV
EXISTING PORTAL AND CANOPY TO REMAIN, PROVIDE NEW COPING, REF. TO DETAIL
+12"
+16.75"
LR
SVSV
CRICKET
CRICKET
NEW BUS CANOPY
EXISTING CANOPY TO REMAIN
AT LOW ROOF WHERE EXISTING BRICK APPEARS ABOVE NEW ROOFING -APPLY CLEAR WATERPROOFING OVER EXISTING BRICK (TYP.)
AT LOW ROOF WHERE EXISTING BRICK APPEARS ABOVE NEW ROOFING -APPLY CLEAR WATERPROOFING OVER EXISTING BRICK (TYP.)
AT LOW ROOF WHERE EXISTING BRICK APPEARS ABOVE NEW ROOFING -APPLY CLEAR WATERPROOFING OVER EXISTING BRICK (TYP.)AT LOW ROOF WHERE EXISTING BRICK
APPEARS ABOVE NEW ROOFING -POINT AND TUCK MASONRY JOINTS AND APPLY CLEAR WATERPROOFING OVER EXISTING BRICK
PROVIDE NEW METAL COPING ON TOP OF CONCRETE COPING. EXTEND MEMBRANE COATED METAL FLASHING UP BACKSIDE OF PARAPET, FULL HEIGHT.
APPLY CLEAR WATERPROOFING OVER EXISTING BRICK
AT LOW ROOF WHERE EXISTING BRICK APPEARS ABOVE NEW ROOFING -APPLY CLEAR WATERPROOFING OVER EXISTING BRICK (TYP.)
2
A14.4
2
A14.1
EJ
EJ
SV
SVSV
3' - 8" ± 30' - 0" ± 102' - 8" ± 29' - 5" ±
88' - 1 7/8" 28' - 6 1/4" ± 20' - 8" ±
1' - 4
" ±
120'
- 9 3/
4" ±
11' -
1" ±
65' -
6 5/8"
±
12' -
0" ±
16' -
1" ±
5' - 6
" ±46
' - 10
" ±5'
- 6" ±
16' -
1"12
' - 0"
±
64' -
2" ±
11' -
0" ±
9' - 0" ±
268' - 2" ±
40' -
2 3/8"
±8'
- 2 1/
8" ±
15' -
9 1/2"
±
4' - 0
5/8"
±
20' -
8" ±
7' - 6
1/4"
±28
' - 0"
±16
0' - 9
3/8"
±TY
P.2'
- 0" ±
60' -
2" ±
2' - 0
" ±
2' - 7" ± 61' - 1" ± 2' - 7" ± 25' - 0" ± 80' - 4" ±
32' - 0" ±
12' - 0" ±
153' - 11" ± 66' - 3" ± 47' - 5" ±
11"
2' - 7" ± 61' - 1" ± 2' - 7" ± 25' - 0" ± 80' - 4" ±
37' -
8" ±
56' - 1
0" ± 56' - 10" ±
37' -
8" ±
46' - 8" ±
R 70' - 9"
2' - 6
"
EXISTING PORTAL AND CANOPY TO REMAIN, PROVIDE NEW COPING AT PORTAL
2
A14.4
17' -
0" ±
2' - 6"
20' -
8" ±
20' -
9" ±
52' - 1
0 3/8"
±
+4"
DS
DS
DS
DS/SB DS/SB DS/SB
DS/SB
DS/SB
DS/SB
DS/SB DS/SB DS/SB
DS
DS
DS DS
DS
DS
ATTACH DOWNSPOUTS TO EXISITING DRAINS BELOW
ATTACH DOWNSPOUTS TO EXISITING DRAINS BELOW
ATTACH DOWNSPOUTS TO EXISITING DRAINS BELOW
DS/SB DS/SB DS/SB
GEJ
DS/SB
DS/SB
DS/SB
DS/SB
DS/SB
DS/SB
DS/SB
DS/SB
DS/SB
DS/SB
DS/SB
GEJ
GEJ
ORS
ORS
ERDERD
9
A14.6
9
A14.6
15
A14.6
TYP.
4
A14.6SIM
4
A14.6 SIM
4
A14.6
SIM
4
A14.6SIM
1
A14.0
2
A14.0
1
A14.0
1
A14.0
2
A14.0
2
A14.0
1
A14.0
2
A14.2 O.H.1
A14.44
A14.44
O.H.
A14.45
A14.15
O.H.
1A6.0
A6.0 3
NEW CAGED ROOF ACCESS LADDER
6
A14.4
KEY PLANNORTH
BLDG. 8030
BLDG. 2034
BLDG. 2041
BLDG. 2030BLDG. 2031
BLDG. 2040
BLDG. 2033
BLDG. 2032
BLDG. 2030
BLDG. 101
WAR
NING
: Co
ntrac
tors,
subc
ontra
ctors,
vend
ors a
nd su
pplie
rs ar
e adv
ised t
hat t
he co
ntrac
t do
cume
nts co
nsist
of
Arch
itect-
repr
oduc
ed pr
inted
, bou
nd an
d num
bere
d spe
cifica
tions
, Arch
itect-
repr
oduc
ed pr
inted
, bou
nd an
d nu
mber
ed bl
ue- o
r blac
k-line
s, ad
dend
a, po
st-bid
adde
nda,
and c
hang
e ord
ers o
nly. D
ocum
ents
repr
oduc
ed by
pa
rties o
ther t
han t
he A
rchite
ct, w
hethe
r in ha
rd co
py or
in el
ectro
nic fo
rmat,
shall
not b
e con
sider
ed pa
rt of
the
contr
act d
ocum
ents
and d
o not
supe
rsede
the p
rovis
ions o
f the
contr
act d
ocum
ents.
The
contr
actor
, sub
contr
actor
s, ve
ndor
s and
supp
liers
are s
olely
resp
onsib
le for
verifi
catio
n tha
t infor
matio
n utili
zed i
n bidd
ing, d
evelo
pmen
t of s
hop
draw
ings,
and c
onstr
uctio
n of t
he fa
cility
are i
denti
cal to
the c
ontra
ct do
cume
nts.
PROJECT NUMBER
PROJECT DATE
APPROVED BY
CHECKED BY
DRAWN BY
Copyright (c) 2013All Rights Reserved.
ISSUED FOR:NOT VALID UNLESS SIGNED
JAMES W
. BUCKLE
Y & ASSOCIA
TES IN
C. ‐‐ A
RCHITEC
TSSW
AIN
SBORO
, ALB
ANY, ROME, SAVANNAH AND BRU
NSW
ICK
GEO
RGIA
SHEET NUMBER:
2/23/2
018 7
:50:55
AM
C:\U
sers\
jw\D
ocum
ents\
JWB\
2131
7 City
Par
k ES\
no21
317 C
entra
l - SA
V012
4201
8.rvt
CO
MP
OSI
TE R
OO
F PL
AN
21317
Approver
Checker
JRW
405
SC
HO
OL
STR
EE
T, D
ALT
ON
, GA
3072
2FA
CIL
ITY
CO
DE
: 772
-030
1
A1.4SCALE:NORTH 1/16" = 1'-0"A1.41 COMPOSITE ROOF PLAN
RS
RD
RS
M
ROOF PLAN LEGENDNEW THERMOPLASTIC MEMBRANE ROOFING ON LIGHT-WEIGHT INSULATING CONC. ROOF DECK
NEW PRE-FORMED, PRE-FINISHED MTL. STANDING SEAM ROOF AND INSULATION OVER EXISTING
EJ EXPANSION JOINT
RTU ROOF TOP UNIT
ERU ENERGY RECOVERY UNIT
EXISTING ROOF TO REMAIN
INDICATES DIRECTION OF DOWN SLOPING ROOF
MECHANICAL ROOFTOP UNIT (WHEN INDICATED)
RELIEF SCUPPER
ROOF SLOPE INDICATOR, NEW PRE-FINISHED MTL. SLOPING ROOFING
OVERFLOW ROOF SCUPPER
Note: Not all units are necessarily shown this plan, refer to Mechanical Drawings for additional requirements
EXISTING ROOF DRAIN
O
6"/12"
GH GRAVITY HOOD
F FAN
+4" APPROXIMATE THICKNESS OF RIGID TAPERED ROOF INSULATION
LR LEVEL RIDGE
SR SLOPING RIDGE
SV SLOPING VALLEY
E
SB SPLASH BLOCK
MRU MECHANICAL ROOF UNIT
GEJ GUTTER EXPANSION JOINT
-
-INDICATES ROOF CHANGE (HIGH/LOW)
GUTTER WITH DOWNSPOUT AND BOOTDS & BOOT
GUTTER WITH DOWNSPOUT AND SPLASH BLOCKDS/SB
NEW PRE-FINISHED METAL BUS CANOPY
EXISTING CANOPY TO REMAIN
CIT
Y P
AR
K E
LEM
EN
TAR
Y S
CH
OO
L B
ID P
AC
KA
GE
1 R
OO
FIN
G A
ND
HV
AC
BID PACKAGE 1ROOFING AND HVAC
2/19/18
1
ADDENDUM 12/23/18
1
1
1
1
1
1
1
1
111
1
1
1
1 1 1
11
1
1
1
1
1
1
1
1
1
EXISTING LIMESTONE COPING TO REMAIN
TAPERED RIGID INSULATION SLOPE TO DRAINEXISTING 1" ROOF FORMBOARD TO REMAIN EXISTING RIGID BENT FRAME TO REMAIN
EXISTING STEEL BEAM
EXISTING BRICK PARAPET WALL
NEW MEMBRANE COATED METAL VERTICAL WALL FLASHING
NEW ELASTIC SHEET ROOFING MEMBRANE
NEW PT 2X6 WOOD NAILERS CONTINUOUS - ANCHOR TO DECK WITH 5/8" BOLTS AT 24" O.C.NEW FLASHING STRIP - HOT AIR WELDED
NEW MEMBRANE COATED METAL WALL COUNTERFLASHING
NEW 1/2" MARINE GRADE PLYWOOD 7/8" MTL HAT CHANNELS
NEW PREFORMED PREFINISHED METAL WALL PANELS W/ PREFINISHED MTL DRIP EDGE
7/8" MTL HAT CHANNELS @ 24" O.C.
AIR/MOISTURE BARRIER ON FACE OF EXISTING BRICK/CAST STONE
NEW PREFIN. STANDING SEAM METAL COPING WITH CONT. CONCEALED CLEATS - SECURE TO WOOD NAILER -STANDING SEAMS AT JOINTS
NEW CONT. SINGLE PLY ELASTIC SHEET ROOFING MEMBRANE DOWN OVER BOTH SIDES MINIMUM 3" AND SECURE TO WOOD NAILER
NEW CONT. PT 2X WOOD NAILERS WITH MIN. 5/8"⌀ EXP. BOLTS AT 24" OC; OFFSET BOLTS MIN. 4"
NEW MARINE GRADE PLYWOOD -THICKNESS TO MATCH CAST STONE OFFSET - ANCHOR TO WALL WITH CONSTRUCTION ADHESIVE AND 3/8" EXPANSION BOLTS @ 16" O.C. EACH WAY
PRE-FINISHED METAL CAP FLASHING W/ CONT. CLEAT
NEW FLASHING STRIP - HOT AIR WELDED
NEW RIGID ROOF DECK INSULATION
NEW ELASTIC SHEET MEMBRANE ROOFING
NEW PT WOOD NAILER - ATTACH TO STRUCTURE TO RESIST A FORCE OF 175 LBS/FT
EXISTING FORMBOARD TO REMAIN
EXISTING FACE BRICK TO REMAIN
NEW MEMBRANE COATED VERT. WALL FLASHING
EXISTING STEEL BEAM
EXISTING MASONRY WALL
EXISTING CONCRETE BEAM
5/8" PAINTED GYP. BD. ON 7/8" MTL. HAT CHANNELS & 1 1/2" STEEL CHANNELS, SEE REF. CLG. PLAN
GYPSUM FURRING TRACK
EXISTING LIMESTONE SILL TO REMAIN
EXISTING WINDOW TO REMAIN
AIR/MOISTURE BARRIER ON FACE OF EXISTING BRICK/CAST STONE1 1/2" MIN. RIGID INSULATION BOARD EIFS BASE COAT & HEAVY DUTY REINFORCING MESHEIFS FINISH COAT
NEW PRE-FINISHED FLASHING W/ DRIP EDGE
AIR/MOISTURE BARRIER ON FACE OF EXISTING BRICK/CAST STONE1 1/2" MIN. RIGID INSULATION BOARD EIFS BASE COAT & HEAVY DUTY REINFORCING MESHEIFS FINISH COAT
A14.18
SIM.
A14.19
EIFS JAMB BEYOND
A6.44
A6.46
5
A6.4
A.F.F.GYM MAIN LEVEL F.F.
13' - 6 5/8"
A.F.F.T.O.W. HIGH ROOF
41' - 1"
A.F.F.T.O.S. BLDG. 8030
26' - 4 5/8"
1A6.4
EXISTING STONE SHIELD TO REMAIN - DO NOT COVER WITH EIFS
3A6.4NEW EIFS OVER EXISTING
FACE BRICK
LIMITS OF NEW EIFS90' - 0" ±
EXISTING LIMESTONE COPING TO REMAIN
TAPERED RIGID INSULATION SLOPE TO DRAIN
EXISTING 1" ROOF FORMBOARD TO REMAIN
EXISTING RIGID BENT FRAME
EXISTING STEEL BEAM
EXISTING BRICK PARAPET WALL
NEW MEMBRANE COATED METAL VERTICAL WALL FLASHING
NEW ELASTIC SHEET ROOFING MEMBRANE
NEW PT 2X6 WOOD NAILERS CONTINUOUS - ANCHOR TO DECK WITH 5/8" BOLTS AT 24" O.C.NEW FLASHING STRIP - HOT AIR WELDED
NEW MEMBRANE COATED METAL WALL COUNTERFLASHINGNEW 1/2" MARINE GRADE PLYWOOD 7/8" MTL HAT CHANNELS
NEW PREFORMED PREFINISHED METAL WALL PANELS W/ PREFINISHED MTL DRIP EDGE7/8" MTL HAT CHANNELS @ 24" O.C.
AIR/MOISTURE BARRIER ON FACE OF EXISTING BRICK/CAST STONE
NEW PREFIN. STANDING SEAM METAL COPING WITH CONT. CONCEALED CLEATS - SECURE TO WOOD NAILER -STANDING SEAMS AT JOINTS
NEW CONT. SINGLE PLY ELASTIC SHEET ROOFING MEMBRANE DOWN OVER BOTH SIDES MINIMUM 3" AND SECURE TO WOOD NAILER
NEW CONT. PT 2X WOOD NAILERS WITH MIN. 5/8"⌀ EXP. BOLTS AT 24" OC; OFFSET BOLTS MIN. 4"
NEW MARINE GRADE PLYWOOD -THICKNESS TO MATCH CAST STONE OFFSET - ANCHOR TO WALL WITH CONSTRUCTION ADHESIVE AND 3/8" EXPANSION BOLTS @ 16" O.C. EACH WAY
PRE-FINISHED METAL CAP FLASHING W/ CONT. CLEAT
NEW FLASHING STRIP - HOT AIR WELDED
NEW RIGID ROOF DECK INSULATION
NEW ELASTIC SHEET MEMBRANE ROOFING
NEW PT WOOD NAILER - ATTACH TO STRUCTURE TO RESIST A FORCE OF 175 LBS/FT
EXISTING FORMBOARD TO REMAIN
EXISTING FACE BRICK TO REMAIN
NEW MEMBRANE COATED VERT. WALL FLASHING
EXISTING STEEL BEAM
EXISTING MASONRY WALL
EXISTING CONCRETE BEAM
5/8" PAINTED GYP. BD. ON 7/8" MTL. HAT CHANNELS & 1 1/2" STEEL CHANNELS, SEE REF. CLG. PLAN
GYPSUM FURRING TRACK
AIR/MOISTURE BARRIER ON FACE OF EXISTING BRICK/CAST STONE1 1/2" MIN. RIGID INSULATION BOARD EIFS BASE COAT & HEAVY DUTY REINFORCING MESHEIFS FINISH COAT
AIR/MOISTURE BARRIER ON FACE OF EXISTING BRICK/CAST STONE1 1/2" MIN. RIGID INSULATION BOARD EIFS BASE COAT & HEAVY DUTY REINFORCING MESHEIFS FINISH COAT
EXISTING STEEL BEAM
EXISTING WINDOW TO REMAIN
AIR/MOISTURE BARRIER ON FACE OF EXISTING BRICK/CAST STONE1 1/2" MIN. RIGID INSULATION BOARD
EIFS BASE COAT & HEAVY DUTY REINFORCING MESH
EIFS JAMB BEYOND
EXISTING FACE BRICK TO REMAIN
EIFS STARTER TRACK WITH WEEP HOLES
EXISTING STEEL ANGLE TO REMAIN
EXISTING C.M.U. LINTEL
EXISTING LIMESTONE SILL (BELOW) TO REMAIN
AIR/MOISTURE BARRIER ON FACE OF EXISTING BRICK
1 1/2" MIN. RIGID INSULATION BOARD
EIFS BASE COAT & HEAVY DUTY REINFORCING MESH
EIFS FINISH COAT
EIFS 'J' CLOSURE
EXISTING WINDOW TO REMAIN
EXISTING SILL (BELOW) TO REMAINEXISTING C.M.U. WALL
EXISTING FACE BRICK
EXISTING FACE BRICK TO REMAIN
EXISTING LIMESTONE SILL TO REMAIN
AIR/MOISTURE BARRIER ON FACE OF EXISTING BRICK/CAST STONE
1 1/2" MIN. RIGID INSULATION BOARD
EIFS BASE COAT & HEAVY DUTY REINFORCING MESH
EIFS FINISH COAT
NEW PRE-FINISHED FLASHING IN A BED OF SEALANT W/ DRIP EDGE
EXISTING WINDOW TO REMAIN
EIFS JAMB BEYOND
SAW CUT 1" DEEP- INSTALL NEW FLASHING AND LEAD WEDGES
EXISTING SILL TO REMAIN
CONT. SEALANT & BACKER ROD
CONT. SEALANT
EXISTING C.M.U. WALL
WAR
NING
: Co
ntrac
tors,
subc
ontra
ctors,
vend
ors a
nd su
pplie
rs ar
e adv
ised t
hat t
he co
ntrac
t do
cume
nts co
nsist
of
Arch
itect-
repr
oduc
ed pr
inted
, bou
nd an
d num
bere
d spe
cifica
tions
, Arch
itect-
repr
oduc
ed pr
inted
, bou
nd an
d nu
mber
ed bl
ue- o
r blac
k-line
s, ad
dend
a, po
st-bid
adde
nda,
and c
hang
e ord
ers o
nly. D
ocum
ents
repr
oduc
ed by
pa
rties o
ther t
han t
he A
rchite
ct, w
hethe
r in ha
rd co
py or
in el
ectro
nic fo
rmat,
shall
not b
e con
sider
ed pa
rt of
the
contr
act d
ocum
ents
and d
o not
supe
rsede
the p
rovis
ions o
f the
contr
act d
ocum
ents.
The
contr
actor
, sub
contr
actor
s, ve
ndor
s and
supp
liers
are s
olely
resp
onsib
le for
verifi
catio
n tha
t infor
matio
n utili
zed i
n bidd
ing, d
evelo
pmen
t of s
hop
draw
ings,
and c
onstr
uctio
n of t
he fa
cility
are i
denti
cal to
the c
ontra
ct do
cume
nts.
PROJECT NUMBER
PROJECT DATE
APPROVED BY
CHECKED BY
DRAWN BY
Copyright (c) 2013All Rights Reserved.
ISSUED FOR:NOT VALID UNLESS SIGNED
JAMES W
. BUCKLE
Y & ASSOCIA
TES IN
C. ‐‐ A
RCHITEC
TSSW
AIN
SBORO
, ALB
ANY, ROME, SAVANNAH AND BRU
NSW
ICK
GEO
RGIA
SHEET NUMBER:
2/23/2
018 1
:31:58
PM
C:\U
sers\
scc\D
ocum
ents\
JWB
Proje
cts\21
317_
City
Park
Reno
vatio
ns\21
317-
0124
2018
-scc.r
vt
WAL
L S
EC
TIO
NS
& D
ETA
ILS
AT
BLD
G 8
030
GYM
NAS
IUM
21317
Approver
Checker
Author
405
SC
HO
OL
STR
EE
T, D
ALT
ON
, GA
3072
2FA
CIL
ITY
CO
DE:
772
-030
1
A6.4
BID PACKAGE 1ROOFING AND HVAC
ADDENDUM 12/23/18
1
SCALE: 3/4" = 1'-0"A6.41 WALL SECTION - WEST GYM PARAPET
SCALE: 1/8" = 1'-0"A6.42 ELEVATION - WEST GYM PARAPET
SCALE: 3/4" = 1'-0"A6.43 WALL SECTION - WEST GYM PARAPET & LADDER
SCALE: 1 1/2" = 1'-0"A6.44 EXIST. HEAD DTL.
SCALE: 1 1/2" = 1'-0"A6.45 EXIST. JAMB DTL.
SCALE: 1 1/2" = 1'-0"A6.46 EXIST. SILL DTL.
NEW METAL FLASHING
EXISTING CMU WALL CONSTRUCTION TO REMAIN
EXISTING PRE-ENGINEERED METAL TRUSS TO REMAIN
NEW CONTINUOUS CLEAT
EXISTING RIGID INSULATION OVER EXISTING SHEATHING
EXISTING STRUCTURE TO REMAIN
14'-0" A.F.F. EXISTING JOIST BEARING
T.O . EXISTING MASONRY 16'-0" A.F.F.
NEW PRE-FINISHED METAL FASCIA
NEW SUPPORT ANCHOR IN SLOTTED HOLE
EXISTING BENT PLATE
EXISTING STRUCTURE TO REMAIN
NEW P.T. WOOD NAILERS -ANCHOR TO EXISTING STRUCTURE WITH 5/8" BOLTS AT 24" O.C.
NEW PRE-FINISHED METAL ROOF PANELS ON NEW RIGID INSULATION OVER EXISTING ROOFING
NEW PRE-FINISHED METAL GUTTER AND DOWNSPOUT
EXISTING FACE BRICK TO REMAIN
NEW PEEL AND STICK BITUMINOUS LEAK BARRIER
612
NEW 1/2" GLASS MESH REINFORCED SHEATHING ON TOP OF RIGID ROOF DECK INSULATION
A14.59
2" M
IN.
EXISTING CMU BLOCK CONSTRUCTION
EXISTING CONCRETE STRUCTURE TO REMAIN
EXISTING FACE BRICK TO REMAIN
EXISTING GYP. BOARD SHEATHING OVER METAL STUDS TO REMAIN
REMOVE EXISTING COUNTER FLASHING
SAW CUT 1" DEEP - INSTALL NEW COUNTER FLASHING AND LEAD WEDGES
CONTINUOUS SEALANT
PRE-FINISHED METAL COUNTER FLASHING; SECURE TO WALL WITH CONTINUOUS CLEAT ANCHORED TO MASONRY AT 24" ON CENTER
2' - 0
" ±
4"
1' - 6" 1' - 6"
12'-6" ABOVE2ND A.F.F.
12'-0" ABOVE2ND A.F.F.
10'-4" ABOVE2ND A.F.F.
10'-0" ABOVE2ND A.F.F.
CEILING AS SCHEDULED REF. TO CEILING PLANS
EXISTING GYP. AND METAL STUD FURRINGS TO REMAIN, PAINT AS SCHEDULED TYP.
CEILING AS SCHEDULED REF. TO CEILING PLANS
EXISTING GYP. AND METAL STUD FURRINGS TO REMAIN, PAINT AS SCHEDULED TYP.
16'-0" ABOVE2ND A.F.F.
14'-0" ABOVE2ND A.F.F.
EXISTING CONCRETE STRUCTURE TO REMAIN
APPLY CLEAR WATER PROOFING ON FACE BRICK WHERE BRICK OCCURS ABOVE A LOW ROOF
SLIP SHEET
NEW RIGID ROOF DECK INSULATION
COUNTERSUNK FASTENERS @ 3'-0" O.C. MAX (TO RESIST PULL OUT OF 175 LBS/FT MIN)
MEMBRANE COATED METAL
ROOF MEMBRANE
ROOF SEALANT2" CONTINUOUS WELDFASTENERS @ 6" O.C. (TO RESIST 135 LBS/FT MIN)
P.T. WOOD NAILER ANCHORED TO EXISTING DECK
EXISTING EIFS FLASHING TO REMAIN
EXISTING EIFS ON GYPSUM SHEATHING OVER MTL. STUDS TO REMAIN
1' - 6" 1' - 6"
12'-6" ABOVE2ND A.F.F.
12'-0" ABOVE2ND A.F.F.
10'-4" ABOVE2ND A.F.F.
10'-0" ABOVE2ND A.F.F.
EXISTING CONCRETE STRUCTURE TO REMAIN
CEILING AS SCHEDULED REF. TO CEILING PLANS
CEILING AS SCHEDULED REF. TO CEILING PLANS
EXISTING GYP. AND METAL STUD FURRINGS TO REMAIN, PAINT AS SCHEDULED TYP.
NEW SEALANT AND FASTENERPRE-FINISHED METAL COUNTER FLASHING
SLIP SHEET
NEW RIGID ROOF DECK INSULATION
COUNTERSUNK FASTENERS @ 3'-0" O.C. MAX (TO RESIST PULL OUT OF 175 LBS/FT MIN)
LINE OF EXISTING BRICK BEYOND TO REMAIN
PERMANENT CONCRETE FASTENER
MEMBRANE COATED METAL
16'-0" ABOVE2ND A.F.F.
14'-0" ABOVE2ND A.F.F.
2' - 0
" ±
ROOF MEMBRANE
ROOF SEALANT2" CONTINUOUS WELDFASTENERS @ 6" O.C. (TO RESIST 135 LBS/FT MIN)
P.T. WOOD NAILER ANCHORED TO EXISTING DECK
EXISTING LT. GAUGE MTL TRUSS TO REMAIN
NEW PRE-FINISHED METAL ROOF PANELS ON NEW RIGID INSULATION OVER EXISTING ROOFING
NEW METAL ROOF RIDGE FLASHING
NEW PRE-FINISHED METAL WALL PANELS ON 7/8" FURRING CHANNELS @ 24" O.C. BY ROOF SYSTEM MANUFACTURER
NEW R-19 BATT INSULATION
NEW P.T. WD. 2X WOOD BLOCKING - ANCHOR TO EXISTING STRUCTURE WITH 5/8" BOLTS AT 24" O.C.
NEW METAL STUD FRAMING @ 16" O.C. EXTEND TO MEET NEW METAL ROOFING
NEW NEOPRENE CLOSURE
NEW NEOPRENE CLOSURE
NEW FLUID APPLIED AIR/MOISTURE BARRIER APPLIED TO 1/2" FIBER REINFORCED GYP. SHEATHING
EXISTING METAL ROOF DECK TO REMAIN
EXISTING METAL ROOF PANEL AND RIGID ROOFING INSULATION TO REMAIN
NEW PEEL AND STICK BITUMINOUS LEAK BARRIER
612
NEW 1/2" GLASS MESH REINFORCED SHEATHING ON TOP OF RIGID ROOF DECK INSULATION
FILL VOID WITH CELLULAR FOAM INSULATION
NEW ELASTOMERIC FLASHING; CONTINUOUS
A14.518 SIM.
NEW PRE-FINISHED METAL WALL PANELS ON 7/8" FURRING CHANNELS @ 24" O.C. BY ROOF SYSTEM MANUFACTURER
NEOPRENE CLOSURE
LOW SLOPE SINGLE PLY PVC ROOFING, SLOPE TO DRAIN. EXISTING ROOF DRAINS SHALL BE REMOVED AND REPLACED WITH NEW
EXISTING LT. GAUGE MTL TRUSS TO REMAIN
EXISTING METAL ROOF DECK TO REMAIN
14'-0" A.F.F. EXISTING JOIST BEARING
EXISTING STRUCTURE TO REMAIN
NEW MEMBRANE COATED METAL VERTICAL WALL FLASHING
8" M
IN.
EXISTING PRE-ENGINEERED ROOF STRUCTURE TO REMAIN
EXISTING METAL ROOF DECK TO REMAIN
EXISTING STRUCTURE TO REMAIN
14'-0" A.F.F. EXISTING JOIST BEARING
NEW PRE-FINISHED METAL WALL PANELS ON 7/8" FURRING CHANNELS BY ROOF SYSTEM MANUFACTURER, FURRING CHANNELS TO BE AT 24" O.C.
NEW NEOPRENE CLOSURE
NEW FLUID APPLIED AIR/MOISTURE BARRIER TO 1/2" FIBER REINFORCED GYP. SHEATHING
NEW NEOPRENE CLOSURE
NEW PRE-FINISHED METAL DRIP EDGE
LOW SLOPE SINGLE PLY PVC ROOFING, SLOPE TO DRAIN. EXISTING ROOF DRAINS SHALL BE REMOVED AND REPLACED WITH NEW
EXISTING BENT PLATE
NEW P.T. WOOD NAILERS -ANCHOR TO EXISTING STRUCTURE WITH 5/8" BOLTS AT 24" O.C.
NEW PRE-FINISHED METAL ROOF PANELS ON NEW RIGID INSULATION OVER EXISTING ROOFING
NEW PEEL AND STICK BITUMINOUS LEAK BARRIER
EXISTING METAL DECK TO REMAIN
EXISTING PRE-ENGINEERED ROOF STRUCTURE TO REMAIN
EXISTING STRUCTURE TO REMAIN
EXISTING WALL TO REMAIN
CEILING AS SCHEDULED REF. TO CEILING PLANSCEILING AS SCHEDULED REF. TO
CEILING PLANS
2' - 9
3/8"
± V
.I.F.
612
EXISTING GYP. AND METAL STUD FURRINGS TO REMAIN, PAINT AS SCHEDULED TYP.
NEW MEMBRANE COATED METAL VERTICAL WALL FLASHING
EXISTING METAL ROOF PANEL AND RIGID ROOFING INSULATION TO REMAIN
8" M
IN.
1 1/2" MIN.A14.54
EXISTING E.I.F.S. ON GYPSUM SHEATHING OVER MTL. STUDS
612
NEW PRE-FINISHED METAL FASCIA AND CLEAT
NEW P.T. WOOD NAILERS -ANCHOR TO EXISTING STRUCTURE WITH 5/8" BOLTS AT 24" O.C.
NEW PRE-FINISHED METAL ROOF PANELS ON NEW RIGID INSULATION OVER EXISTING ROOFING
NEW AIR/VAPOR BARRIER
EXISTING P.E. ROOF TRUSS BEARING8' - 8" ABOVE ROOF DECK EXISTING PRE-ENGINEERED
METAL TRUSS TO REMAIN
EXISTING FACE BRICK TO REMAIN
EXISTING CONCRETE STRUCTURE TO REMAIN
EXISTING WALL CONSTRUCTION TO REMAIN
EXISTING CONCRETE BLOCKS & BOND BEAM TO REMAIN
NEW PREFIN. STANDING SEAM METAL COPING WITH CONT. CONCEALED CLEATS -SECURE TO WOOD NAILER - STANDING SEAM AT JOINTS
NEW CONT. SINGLE PLY ELASTIC SHEET ROOFING MEMBRANE DOWN OVER BOTH SIDES MINIMUM 3" AND SECURE TO WOOD NAILER
NEW CONT. PT 2X WOOD NAILER WITH MIN. 5/8"⌀ EXP. BOLTS AT 24" OC; OFFSET BOLTS MIN. 4"
EXISTING BRICK & CONCRETE BLOCK WALL TO REMAIN
NEW MEMBRANE COATED METAL VERT. WALL FLASHING ADHERED TO EXISTING MASONRY -EXTEND OVER TOP OF NEW BLOCKING 4"
MIN
.
4" M
IN.
2' - 0
" ±
SLIP SHEET
NEW RIGID ROOF DECK INSULATION
COUNTERSUNK FASTENERS @ 3'-0" O.C. MAX (TO RESIST PULL OUT OF 175 LBS/FT MIN)
MEMBRANE COATED METAL
ROOF MEMBRANE
ROOF SEALANT
2" CONTINUOUS WELDFASTENERS @ 6" O.C. (TO RESIST 135 LBS/FT MIN)
P.T. WOOD NAILER ANCHORED TO EXISTING DECK
WAR
NING
: Co
ntrac
tors,
subc
ontra
ctors,
vend
ors a
nd su
pplie
rs ar
e adv
ised t
hat t
he co
ntrac
t do
cume
nts co
nsist
of
Arch
itect-
repr
oduc
ed pr
inted
, bou
nd an
d num
bere
d spe
cifica
tions
, Arch
itect-
repr
oduc
ed pr
inted
, bou
nd an
d nu
mber
ed bl
ue- o
r blac
k-line
s, ad
dend
a, po
st-bid
adde
nda,
and c
hang
e ord
ers o
nly. D
ocum
ents
repr
oduc
ed by
pa
rties o
ther t
han t
he A
rchite
ct, w
hethe
r in ha
rd co
py or
in el
ectro
nic fo
rmat,
shall
not b
e con
sider
ed pa
rt of
the
contr
act d
ocum
ents
and d
o not
supe
rsede
the p
rovis
ions o
f the
contr
act d
ocum
ents.
The
contr
actor
, sub
contr
actor
s, ve
ndor
s and
supp
liers
are s
olely
resp
onsib
le for
verifi
catio
n tha
t infor
matio
n utili
zed i
n bidd
ing, d
evelo
pmen
t of s
hop
draw
ings,
and c
onstr
uctio
n of t
he fa
cility
are i
denti
cal to
the c
ontra
ct do
cume
nts.
PROJECT NUMBER
PROJECT DATE
APPROVED BY
CHECKED BY
DRAWN BY
Copyright (c) 2013All Rights Reserved.
ISSUED FOR:NOT VALID UNLESS SIGNED
JAMES W
. BUCKLE
Y & ASSOCIA
TES IN
C. ‐‐ A
RCHITEC
TSSW
AIN
SBORO
, ALB
ANY, ROME, SAVANNAH AND BRU
NSW
ICK
GEO
RGIA
SHEET NUMBER:
2/22/2
018 5
:01:51
PM
C:\U
sers\
jw\D
ocum
ents\
JWB\
2131
7 City
Par
k ES\
no21
317 C
entra
l - SA
V012
4201
8.rvt
RO
OF
DE
TAIL
S
21317
Approver
Checker
JRW,SCC
405
SC
HO
OL
STR
EE
T, D
ALT
ON
, GA
3072
2FA
CIL
ITY
CO
DE
: 772
-030
1
A14.0
SCALE: 1 1/2" = 1'-0"A14.02
DTL. AT EXIST. MANSARD GUTTER - 2034 ADMINWING
SCALE: 1 1/2" = 1'-0"A14.05 ROOF DETAIL 1 @ 2034 TOWER
SCALE: 1 1/2" = 1'-0"A14.06 ROOF DETAIL 2 @ 2034 TOWER
SCALE: 1 1/2" = 1'-0"A14.01 DTL. AT EXIST. MANSARD - 2034 ADMIN WING
SCALE: 1 1/2" = 1'-0"A14.03 DTL. AT EXIST. MANSARD - 2034 CONNECTOR
SCALE: 1 1/2" = 1'-0"A14.04 PARAPET DETAIL AT 2034 CLASSROOM WING
CIT
Y P
AR
K E
LEM
EN
TAR
Y S
CH
OO
L B
ID P
AC
KA
GE
1 R
OO
FIN
G A
ND
HV
AC
BID PACKAGE 1ROOFING AND HVAC
2/19/18
1
1
ADDENDUM 12/23/18
1
1
1
1
11
4"
4"
1" WIDE COPPER STRAP
12" WIDE SINGLE PLY UNDERLAP
STAINLESS STEEL MACHINE
HARD COPPER PIPE CONDENSATE
P.T. 4"x4"x16" LONG AT6'-0" O.C.
TORCHED TO ROOF
SINGLE PLY ROOF
DIAMETER WITH SOLDER JOINTS
SCREWS
VARIES FRO
M
2.75"-7"
1'-2"
8"
NOTE: 1. MANUFACTURER RECOMMENDED SPACING SHOULDNOT EXCEED 10'-0" ON CENTER, DEPENDING ON LOAD.2. DO NOT EXCEED 100LB LOAD.3. MAKE CERTAIN EACH PIPESTAND IS ADJUSTED INHEIGHT TO EVEN LOAD WITH ALL OTHER PIPESTANDS.
STRAP
PIPE
POLYCARBONATE RESIN ROLLER
STAINLESS STEEL BASE
STAINLESS STEEL ROD
1"
SLOPESLOPE1"4"
1' - 0
" MIN
.
NEW MEMBRANE COATED METAL EJ COVER
NEW CONTINUOUS CONCEALED CLEAT
NEW CONTINUOUS THRU-WALL FLASHING
NEW VERTICAL COATED METAL VERTICAL WALL FLASHING
PACK VOID WITH INSULATION
NEW ELASTIC SHEET ROOFING FLASHING
NEW COMPRESSIBLE FILLER
NEW ELASTIC SHEET ROOFING MEMBRANE OVER TOP OF EJ AND DOWN EACH FACE 3"
NEW ELASTIC SHEET ROOFINGNEW ROOF DECK INSULATION
EXISTING ROOF DECK TO REMAINEXISTING ROOF DECK TO REMAIN
NEW CONTINUOUS 2X12 WOOD BLOCKING WITH 1/2" ØBOLTS AT 24" O.C.
NEW MIN. 2" THICK RIGID INSULATION - SLOPE FOLLOWS EXISTING ROOFING
NEW FULLY-ADHERED THERMOPLASTIC ROOFING MEMBRANE
CONT. ROOF SEALANT
NEW THERMOPLASTIC ROOFING MEMBRANE FLASHING STRIP - HOT AIR WELDED - CONT. WELD MIN. 2" WIDE
NEW MEMBRANE COATED VERTICAL WALL FLASHING
NEW ALUMINUM TAPE
NEW STAINLESS STEEL HOSE CLAMP
NEW SEALANTEXISTING PIPE PENETRATION
EXISTING ROOF DECK TO REMAIN
EXISTING CLAMPING RING AND STOP - REINSTALLED
ADDITIONAL THERMOPLASTIC MEMBRANE FULLY ADHERED TO NEW LEAD SURROUND. EXTEND PAST LEAD SURROUND MIN. 6". LAP ROOFING MEMBRANE OVER ADDITIONAL LAYER
NEW LEAD SURROUNDCONT. SEALANT2" WIDE CONT. WELDNEW FULLY-ADHERED THERMOPLASTIC ROOFING MEMBRANE
SLIP SHEET (WHERE REQUIRED)
EXTEND NEW MEMBRANE FLASHING & NEW LEAD SURROUND FULLY UNDER CLAMPING RING
EXISTING STEEL ANGLE - TO REMAIN
STEEL ANGLE BEYOND
EXISTING STRAINER - REINSTALLED
7 7/16"
8"
EXISTING DECK CLAMP - TO REMAIN
RIGID INSULATION
EXTEND NEW MEMBRANE FLASHING & NEW LEAD SURROUND FULLY UNDER CLAMPING RING
EXISTING ROOF DECK TO REMAIN NEW RIGID INSULATION
NEW FULLY-ADHERED THERMOPLASTIC ROOFING MEMBRANE
CONT. ROOF SEALANT
CONT. HOT AIR WELD MIN. 2" WIDE
NEW PVC RAIN CAP
NEW VENT PIPE - JOIN TO EXISTING PIPE & EXTEND 8" MIN. ABOVE FINISH ROOF
NEW MEMBRANE COATED METAL PIPE COVER WITH FLANGE BASE
PROVIDE NEW SLEEVE
EXISTING VENT PIPE -TO REMAIN
NEW MECHANICAL JOINT COUPLING AS REQ'D FOR NEW PIPE EXTENSION
NEW PVC FLASHING BOOT
EXISTING ROOF DECK TO REMAIN
NEW MEMBRANE COATED METAL VERTICAL WALL FLASHING - EXTEND OVER TOP OF CURB
EXISTING SELF-FLASHING MECHANICAL EQUIPMENT - REINSTALLED - ANCHOR TO CURB WITH NEW FASTENERS
NEW MEMBRANE COATED FLASHING
NEW P.T. 2X WOOD NAILER
NEW CONT. NEOPRENE SEALANT
8" M
IN.
NEW ELASTIC SHEET ROOFING MEMBRANE
NEW RIGID ROOF DECK INSULATION
NEW PT 2X6 WOOD NAILERS CONTINUOUS -ANCHOR TO DECK WITH 5/8" BOLTS AT 24" O.C.
EXISTING ROOF DECK TO REMAIN
NEW FLASHING STRIP - HOT AIR WELDED
EXISTING LIMESTONE COPING TO REMAIN
TAPERED RIGID INSULATION SLOPE TO DRAIN
EXISTING 1" ROOF FORMBOARD TO REMAIN EXISTING RIGID BENT FRAME TO REMAIN
EXISTING STEEL FRAMING TO REMAIN
EXISTING BRICK MASONRY TO REMAIN
EXISTING C.M. U. WALL TO REMAIN
NEW MEMBRANE COATED METAL VERTICAL WALL FLASHING
NEW ELASTIC SHEET ROOFING MEMBRANE
NEW PT 2X6 WOOD NAILERS CONTINUOUS -ANCHOR TO DECK WITH 5/8" BOLTS AT 24" O.C.
NEW FLASHING STRIP - HOT AIR WELDED
NEW MEMBRANE COATED METAL WALL COUNTERFLASHING
NEW 1/2" MARINE GRADE PLYWOOD
NEW PREFORMED PREFINISHED METAL WALL PANELS W/ PREFINISHED MTL DRIP EDGE
7/8" MTL HAT CHANNELS @ 24" O.C.
AIR/MOISTURE BARRIER ON FACE OF EXISTING BRICK/CAST STONE
NEW NEOPRENE CLOSURENEW METAL CLOSURE RETAINER
SLOPE 1"4"
MIN
NEW PREFIN. STANDING SEAM METAL COPING WITH CONT. CONCEALED CLEATS - SECURE TO WOOD NAILER -STANDING SEAMS AT JOINTS
NEW CONT. SINGLE PLY ELASTIC SHEET ROOFING MEMBRANE DOWN OVER BOTH SIDES MINIMUM 3" AND SECURE TO WOOD NAILER
NEW CONT. PT 2X WOOD NAILERS WITH MIN. 5/8"⌀ EXP. BOLTS AT 24" OC; OFFSET BOLTS MIN. 4"
NEW MARINE GRADE PLYWOOD - THICKNESS TO MATCH CAST STONE OFFSET - ANCHOR TO WALL WITH CONSTRUCTION ADHESIVE AND 3/8" EXPANSION BOLTS @ 16" O.C. EACH WAY
8" M
IN.
AIR/MOISTURE BARRIER ON FACE OF EXISTING BRICK/CAST STONE
1 1/2" MIN. RIGID INSULATION BOARD
EIFS BASE COAT & HEAVY DUTY REINFORCING MESH
EIFS FINISH COAT
1' - 0
"
8" M
IN.
PRE-FINISHED METAL CAP FLASHING W/ CONT. CLEAT
NEW FLASHING STRIP - HOT AIR WELDED
NEW RIGID ROOF DECK INSULATION
NEW ELASTIC SHEET MEMBRANE ROOFING
NEW PT WOOD NAILER - ATTACH TO STRUCTURE TO RESIST A FORCE OF 175 LBS/FT
EXISTING FORMBOARD TO REMAIN
EXISTING FACE BRICK TO REMAIN
NEW MEMBRANE COATED VERT. WALL FLASHING
EXISTING STEEL BEAM
EXISTING MASONRY WALL
A14.310
EXISTING CONCRETE BEAM
AIR/MOISTURE BARRIER ON FACE OF EXISTING BRICK/CAST STONE1 1/2" MIN. RIGID INSULATION BOARD EIFS BASE COAT & HEAVY DUTY REINFORCING MESHEIFS FINISH COAT
SIM.
PLASTIC STARTER TRACK WITH WEEP HOLES
5/8" PAINTED GYP. BD. ON 7/8" MTL. HAT CHANNELS & 1 1/2" STEEL CHANNELS, SEE REF. CLG. PLAN
WAR
NING
: Co
ntrac
tors,
subc
ontra
ctors,
vend
ors a
nd su
pplie
rs ar
e adv
ised t
hat t
he co
ntrac
t do
cume
nts co
nsist
of
Arch
itect-
repr
oduc
ed pr
inted
, bou
nd an
d num
bere
d spe
cifica
tions
, Arch
itect-
repr
oduc
ed pr
inted
, bou
nd an
d nu
mber
ed bl
ue- o
r blac
k-line
s, ad
dend
a, po
st-bid
adde
nda,
and c
hang
e ord
ers o
nly. D
ocum
ents
repr
oduc
ed by
pa
rties o
ther t
han t
he A
rchite
ct, w
hethe
r in ha
rd co
py or
in el
ectro
nic fo
rmat,
shall
not b
e con
sider
ed pa
rt of
the
contr
act d
ocum
ents
and d
o not
supe
rsede
the p
rovis
ions o
f the
contr
act d
ocum
ents.
The
contr
actor
, sub
contr
actor
s, ve
ndor
s and
supp
liers
are s
olely
resp
onsib
le for
verifi
catio
n tha
t infor
matio
n utili
zed i
n bidd
ing, d
evelo
pmen
t of s
hop
draw
ings,
and c
onstr
uctio
n of t
he fa
cility
are i
denti
cal to
the c
ontra
ct do
cume
nts.
PROJECT NUMBER
PROJECT DATE
APPROVED BY
CHECKED BY
DRAWN BY
Copyright (c) 2013All Rights Reserved.
ISSUED FOR:NOT VALID UNLESS SIGNED
JAMES W
. BUCKLE
Y & ASSOCIA
TES IN
C. ‐‐ A
RCHITEC
TSSW
AIN
SBORO
, ALB
ANY, ROME, SAVANNAH AND BRU
NSW
ICK
GEO
RGIA
SHEET NUMBER:
2/22/2
018 5
:02:02
PM
C:\U
sers\
jw\D
ocum
ents\
JWB\
2131
7 City
Par
k ES\
no21
317 C
entra
l - SA
V012
4201
8.rvt
RO
OF
DE
TAIL
S
21317
Approver
Checker
SCC
405
SC
HO
OL
STR
EE
T, D
ALT
ON
, GA
3072
2FA
CIL
ITY
CO
DE
: 772
-030
1
A14.1
SCALE: 6" = 1'-0"A14.11 CONDENSATE PIPING SUPPORT DTL.
SCALE: 3" = 1'-0"A14.12 EXPANSION JOINT DTL. - BLDG 2034 & 2030
SCALE: 3" = 1'-0"A14.13 GAS PIPING SUPPORT DTL.
SCALE: 3" = 1'-0"A14.14 PIPE @ FLASHING
SCALE: 3" = 1'-0"A14.15 ROOF DRAIN DETAIL, TYP.
SCALE: 3" = 1'-0"A14.16 VENT STACK FLASHING
SCALE: 3" = 1'-0"A14.17 FLASHING DTL. @ MASONRY WALL
SCALE: 1 1/2" = 1'-0"A14.18 ROOF DETAIL @ GYM CANOPY
SCALE: 1 1/2" = 1'-0"A14.19 FLASHING DTL.@ EXIST. FACE BRICK - GYM LOBBY
CIT
Y P
AR
K E
LEM
EN
TAR
Y S
CH
OO
L B
ID P
AC
KA
GE
1 R
OO
FIN
G A
ND
HV
AC
BID PACKAGE 1ROOFING AND HVAC
2/19/18
ADDENDUM 12/23/18
1
1
1
1
EXISTING STEEL BEAM BEYOND TO REMAIN
EXISTING 14K STEEL JOIST STRUCTURE TO REMAIN
1' - 1 5/8"
10"
2ND FLOOR A.F.F.14'-0"
T.O. JOIST 14'-0" A.F.F.
EXISTING SOLDIER COURSE AND WEEPS TO REMAIN
EXISTING PARAPET BEYOND
PRE-FINISHED METAL CAP FLASHING W/CONT. CLEAT
PRE-FINISHED METAL EXPANSION JOINT COVER - SLOPE 1/2" TO DRAIN - CONSTRUCT IN ACCORDANCE W/ SMACNA PLATE 81 FIG. B
EXISTING THRU WALL EXPANSION JOINT FLASHING TO REMAIN
NEW PT WOOD BLOCKING AS REQUIRED TO ACHIEVE 8" MIN. CURB HEIGHT ABOVE FINISH ROOFING
NEW 3/4" MARINE GRADE PLYWOOD
CONTINUOUS CLEAT
NEW FLASHING STRIP - HOT AIR WELDED
NEW RIGID ROOF DECK INSULATION
NEW ELASTIC SHEET MEMBRANE ROOFING
NEW PT WOOD NAILER - ATTACH TO STRUCTURE TO RESIST A FORCE OF 175 LBS/FT
EXISTING WALL CONSTRUCTION TO REMAIN
EXISTING WALL CONSTRUCTION TO REMAIN
EXISTING CONCRETE STRUCTURE TO REMAIN
8" M
IN.
6"1'
- 3 1/
2" ±
1' - 2
" ±
EXISTING STRUCTURE TO REMAIN
NEW P.T. WOOD NAILER -ANCHOR TO STRUCTURE TO RESIST A FORCE OF 175#/FT
NEW CEILING AS SCHEDULED REFER TO CEILING PLANS
8'-8" AFF VERIFY
EXISTING FACE BRICK TO REMAIN
EXISTING CMU WALL CONSTRUCTION TO REMAIN
EXISTING WINDOW TO REMAIN
NEW RIGID ROOF DECK INSULATION SLOPE TO DRAIN
NEW ELASTIC SHEET ROOFING MEMBRANE
NEW PRE-FINISHED METAL DRIP EDGE WITH CONTINUOUS PRE-FINISHED METAL CLEATS
NEW SINGLE PLY ELASTIC SHEET ROOFING - TURN DOWN FACE OF NAILER MIN. OF 4"NEW SINGLE PLY ELASTIC SHEET ROOFING FLASHING
EXISTING THRU-WALL FLASHING TO REMAIN
EXISTING CONCRETE ROOF SLAB TO REMAIN
EXISTING CONCRETE BLOCKS & BOND BEAM TO REMAIN
539.20' T.O.S.525.20' AT SIM.
539.2'
NEW PREFIN. STANDING SEAM METAL COPING WITH CONT. CONCEALED CLEATS - SECURE TO WOOD NAILER -STANDING SEAM AT JOINTSNEW CONT. SINGLE PLY ELASTIC SHEET ROOFING MEMBRANE DOWN OVER BOTH SIDES MINIMUM 3" AND SECURE TO WOOD NAILER
NEW CONT. PT 2X WOOD NAILER WITH MIN. 5/8"⌀ EXP. BOLTS AT 24" OC; OFFSET BOLTS MIN. 4"
NEW SINGLE PLY ELASTIC ROOFING MEMBRANE
NEW RIGID ROOF DECK INSULATION
EXISTING CONCRETE ROOF DECK TO REMAIN
NEW SINGLE PLY ELASTIC SHEET ROOFING FLASHING
NEW MEMBRANE COATED METAL VERT. WALL FLASHING ADHERED TO EXISTING MASONRY -CONTINUE NEW FLASHING BEHIND EXISTING THRU-WALL FLASHING 2" MIN.
EXISTING BRICK & CONCRETE BLOCK WALL TO REMAIN
NEW SINGLE PLY ELASTIC ROOFING MEMBRANE
NEW RIGID ROOF DECK INSULATION
NEW SINGLE PLY ELASTIC SHEET ROOFING FLASHING
NEW MEMBRANE COATED METAL VERT. WALL FLASHING ADHERED TO EXISTING MASONRY -EXTEND OVER TOP OF NEW BLOCKING
NEW PT 2X WOOD NAILERS - ANCHOR TO STRUCTURE WITH 5/8" BOLTS AT 24" O.C.
NEW PT 2X WOOD NAILERS - ANCHOR TO STRUCTURE WITH 5/8" BOLTS AT 24" O.C.
4" M
IN.
4" M
IN.
3' - 1
1 7/8"
±
2' - 0
" ±
NEW CEILING AS SCHEDULED REF. TO CEILING PLANS
EXISTING FACE BRICK TO REMAIN
EXISTING STRUCTURE TO REMAIN
NEW MULTI-PURPOSE TAPE
NEW CONTINUOUS METAL CLEAT
NEW MEMBRANE COATED METAL - FASTENED 4" O.C. -STAGGERED 1" GALVANIZED ANNULAR RINGS
NEW WATER DAM WHERE INDICATED
NEW MEMBRANE FLASHING STRIP - HOT AIR WELDED
NEW RIGID ROOF DECK INSULATION -SECURELY FASTENED TO EXISTING DECK
NEW PT WOOD NAILERS TO MATCH HEIGHT OF INSULATION -ATTACH TO STRUCTURE TO RESIST A FORCE OF 175 LBS/FT
NEW SINGLE PLY ELASTIC ROOFING MEMBRANE
NEW PREFIN. STANDING SEAM METAL COPING WITH CONT. CONCEALED CLEATS - SECURE TO WOOD NAILER - STANDING SEAMS AT JOINTS
NEW CONT. SINGLE PLY ELASTIC SHEET ROOFING MEMBRANE DOWN OVER BOTH SIDES MINIMUM 3" AND SECURE TO WOOD NAILER
NEW CONT. PT 2X WOOD NAILER WITH MIN. 5/8"⌀ EXP. BOLTS AT 24" OC; OFFSET BOLTS MIN. 4"
NEW MEMBRANE COATED METAL VERT. WALL FLASHING OVER EXISTING SHEATHING
EXISTING PARAPET WALL TO REMAIN
EXISTING STRUCTURE TO REMAIN
NEW SINGLE PLY ELASTIC SHEET ROOFING FLASHING
NEW SINGLE PLY ELASTIC ROOFING MEMBRANE
NEW RIGID ROOF DECK INSULATION
EXISTING ROOF DECK TO REMAIN
NEW PT 2X WOOD NAILERS - ANCHOR TO STRUCTURE WITH 5/8" BOLTS AT 24" O.C.
EXISTING WALL CONSTRUCTION TO REMAIN
SLOPE 1"
1' - 5
3/4"
±
EXISTING ROOF HATCH - REINSTALLED WITH NEW FLASHING AND NEW FASTENERS
EXISTING WALL TO REMAIN
EXISTING LADDER TO REMAIN
EXISTING ROOF DECK TO REMAIN
LOW SLOPE SINGLE PLY PVC ROOFING
A14.310
NEW SINGLE PLY ELASTIC SHEET ROOFING FLASHING
NEW RIGID ROOF DECK INSULATION
NEW PT 2X WOOD NAILERS - ANCHOR TO STRUCTURE WITH 5/8" BOLTS AT 24" O.C.
NEW SINGLE PLY ELASTIC ROOFING MEMBRANE
NEW MEMBRANE COATED METAL VERT. WALL FLASHING OVER EXISTING ROOF CURB
8" M
IN.
2ND FLOOR
EXISTING C.M.U. WALL
EXISTING CONCRETE FLOOR SLAB & STRUCTURE TO REMAIN
PRE-FINISHED METAL CAP FLASHING W/CONT. CLEATPRE-FINISHED METAL EXPANSION JOINT COVER -SLOPE 1/2" TO DRAIN - CONSTRUCT IN ACCORDANCE W/ SMACNA PLATE 81 FIG. B
NEW THRU WALL EXPANSION JOINT FLASHING
NEW PT WOOD BLOCKING AS REQUIRED TO ACHIEVE 8" MIN. CURB HEIGHT ABOVE FINISH ROOFING
NEW 3/4" MARINE GRADE PLYWOOD
CONTINUOUS CLEAT
NEW FLASHING STRIP - HOT AIR WELDED
NEW RIGID ROOF DECK INSULATION
NEW ELASTIC SHEET MEMBRANE ROOFING
NEW PT WOOD NAILER - ATTACH TO STRUCTURE TO RESIST A FORCE OF 175 LBS/FT
8" M
IN.
A14.310
NEW COMPRESSIBLE INSULATION
EXISTING CONCRETE FLOOR SLAB & STRUCTURE TO REMAIN
EXISTING FACE BRICK
NEW MEMBRANE COATED VERT. WALL FLASHING - EXTEND OVER TOP OF NEW BLOCKING
SIM
EXISTING EIFS TO REMAINEXISTING FACE BRICK
NEW PREFINISHED METAL CAP FLASHING WITH CONTINUOUS CLEATSNEW MEMBRANE COATED METAL VERTICAL WALL FLASHING
NEW ELASTIC SHEET ROOFING MEMBRANE
NEW RIGID ROOF DECK INSULATION
NEW PT 2X6 WOOD NAILERS CONTINUOUS -ANCHOR TO DECK WITH 5/8" BOLTS AT 24" O.C.
EXISTING ROOF DECK TO REMAIN
A14.310
EXISTING BRICK WALL TO REMAIN
NEW FLASHING STRIP - HOT AIR WELDED
NEW MEMBRANE COATED METAL FLASHING TO MATCH EXISTING KAWNEER 13-202 FASCIA
REMOVE AND REINSTALL EXISTING KAWNEER 13-202 FASCIA TO REMAIN
EXISTING PORTLAND CEMENT PLASTER ON CHANNELS AND METAL LATH TO REMAIN
REPLACE EXISTING NEOPRENE GASKET VERIFY COMPATIBILITY WITH ROOFING MATERIAL
REMOVE AND REINSTALL ALUMINUM LETTERS, LAG BOLT WITH PIPE SLEEVE AND ALUMINUM CHANNEL TO INSTALL NEW ROOF
8" CHANNEL AND BOLTS TO REMAIN
REMOVE AND REINSTALL EXISTING KAWNEER 13-208 TRIM CLIP
NEW SINGLE PLY ELASTIC SHEET ROOFING FLASHINGEXISTING ROOF DECK TO REMAIN
NEW RIGID ROOF DECK INSULATION
NEW ELASTIC SHEET ROOFING MEMBRANE
EXISTING WIDE FLANGE BEAM BEYOND TO REMAIN
NEW PT 2X WOOD NAILERS PERIMETER OR EXISTING CANOPY
WAR
NING
: Co
ntrac
tors,
subc
ontra
ctors,
vend
ors a
nd su
pplie
rs ar
e adv
ised t
hat t
he co
ntrac
t do
cume
nts co
nsist
of
Arch
itect-
repr
oduc
ed pr
inted
, bou
nd an
d num
bere
d spe
cifica
tions
, Arch
itect-
repr
oduc
ed pr
inted
, bou
nd an
d nu
mber
ed bl
ue- o
r blac
k-line
s, ad
dend
a, po
st-bid
adde
nda,
and c
hang
e ord
ers o
nly. D
ocum
ents
repr
oduc
ed by
pa
rties o
ther t
han t
he A
rchite
ct, w
hethe
r in ha
rd co
py or
in el
ectro
nic fo
rmat,
shall
not b
e con
sider
ed pa
rt of
the
contr
act d
ocum
ents
and d
o not
supe
rsede
the p
rovis
ions o
f the
contr
act d
ocum
ents.
The
contr
actor
, sub
contr
actor
s, ve
ndor
s and
supp
liers
are s
olely
resp
onsib
le for
verifi
catio
n tha
t infor
matio
n utili
zed i
n bidd
ing, d
evelo
pmen
t of s
hop
draw
ings,
and c
onstr
uctio
n of t
he fa
cility
are i
denti
cal to
the c
ontra
ct do
cume
nts.
PROJECT NUMBER
PROJECT DATE
APPROVED BY
CHECKED BY
DRAWN BY
Copyright (c) 2013All Rights Reserved.
ISSUED FOR:NOT VALID UNLESS SIGNED
JAMES W
. BUCKLE
Y & ASSOCIA
TES IN
C. ‐‐ A
RCHITEC
TSSW
AIN
SBORO
, ALB
ANY, ROME, SAVANNAH AND BRU
NSW
ICK
GEO
RGIA
SHEET NUMBER:
2/23/2
018 1
1:08:0
7 AM
C:\U
sers\
jw\D
ocum
ents\
JWB\
2131
7 City
Par
k ES\
no21
317 C
entra
l - SA
V012
4201
8.rvt
RO
OF
DE
TAIL
S
21317
Approver
Checker
JRW,SCC
405
SC
HO
OL
STR
EE
T, D
ALT
ON
, GA
3072
2FA
CIL
ITY
CO
DE
: 772
-030
1
A14.2
SCALE: 1 1/2" = 1'-0"A14.21 EXPANSION JOINT DETAIL @ 2034 CONNECTOR
SCALE: 1 1/2" = 1'-0"A14.25 ROOF DETAIL BLDG. 2030, 2031 & 2032
SCALE: 1 1/2" = 1'-0"A14.24 ROOF CURB DETAIL @ 2034
SCALE: 1 1/2" = 1'-0"A14.23 ROOF DETAIL @ GYM CONNECTOR
SCALE: 1 1/2" = 1'-0"A14.22 PARAPET DETAIL @ 2034 ADMIN. CONNECTOR
SCALE: 1 1/2" = 1'-0"A14.26 ROOF HATCH DTL.
SCALE: 1 1/2" = 1'-0"A14.27 EXPANSION JOINT DTL. @ BLDG. 2032 & 2033
SCALE: 1 1/2" = 1'-0"A14.28 FLASHING DTL. @ EXISTING CHIMNEY
SCALE: 1 1/2" = 1'-0"A14.29 ROOF DETAIL @ GYM CANOPY
CIT
Y P
AR
K E
LEM
EN
TAR
Y S
CH
OO
L B
ID P
AC
KA
GE
1 R
OO
FIN
G A
ND
HV
AC
BID PACKAGE 1ROOFING AND HVAC
2/19/18
1
1
1
1
1
1
ADDENDUM 12/23/18
1
NEW CONDUCTOR HEAD & DOWNSPOUT
NEW PVC COATED METAL SCUPPER
NEW FLASHING STRIP -HOT AIR WELDED
NEW RIGID ROOF DECK INSULATION
NEW ELASTIC SHEET MEMBRANE ROOFING
NEW PT WOOD NAILER - ATTACH TO STRUCTURE TO RESIST A FORCE OF 175 LBS/FT
EXISTING FORMBOARD TO REMAINEXISTING STEEL BEAM
EXISTING LIMESTONE COPING TO REMAIN
2' - 2
" ±
SLOPE 1"
EXISTING BRICK & C.M.U. WALL
EXISTING BRICK PARAPET
NEW PREFIN. STANDING SEAM METAL COPING WITH CONT. CONCEALED CLEATS - SECURE TO WOOD NAILER -STANDING SEAMS AT JOINTSNEW CONT. PT 2X WOOD NAILERS WITH 5/8"⌀ EXP. BOLTS AT 24" OC
AIR/MOISTURE BARRIER ON FACE OF EXISTING BRICK/CAST STONE
NEW CONT. SINGLE PLY ELASTIC SHEET ROOFING MEMBRANE DOWN OVER BOTH SIDES MINIMUM 3" AND SECURE TO WOOD NAILER
MIN.2"MIN.2"
NEW MEMBRANE COATED METAL VERTICAL WALL FLASHINGNEW MARINE GRADE PLYWOOD -THICKNESS TO MATCH CAST STONE OFFSET - ANCHOR TO WALL WITH CONSTRUCTION ADHESIVE AND 3/8" EXPANSION BOLTS @ 16" O.C. EACH WAYNEW MEMBRANE COATED COUNTERFLASHING NEW FLASHING STRIP - HOT AIR
WELDED (BOTH SIDES)
TAPERED RIGID INSULATION SLOPE TO DRAIN
NEW ELASTIC SHEET ROOFING MEMBRANE
NEW PT 2X6 WOOD NAILERS CONTINUOUS - ANCHOR TO DECK WITH 5/8" BOLTS AT 24" O.C.
EXISTING GYPSUM SLAB ON EXISTING FOAMBOARD (BOTH SIDES) TO REMAIN
EXISTING FACE BRICK TO REMAIN
NEW MEMBRANE COATED VERT. WALL FLASHING (BOTH SIDES)
EXISTING STEEL BEAM
EXISTING STEEL BEAM BEYOND
EXISTING CONCRETE BLOCK WALL
EXISTING LIMESTONE COPING TO REMAIN
1' - 1
1" ±
SLOPE 1" NEW PREFIN. STANDING SEAM METAL COPING WITH CONT. CONCEALED CLEATS - SECURE TO WOOD NAILER -STANDING SEAMS AT JOINTSNEW CONT. PT 2X WOOD NAILERS WITH 5/8"⌀ EXP. BOLT AT 24" OC
APPLY CLEAR COAT AIR/MOISTURE BARRIER TO EXPOSED FACE BRICK
TAPERED RIGID INSULATION SLOPE TO DRAIN
NEW MEMBRANE COATED METAL VERTICAL WALL FLASHING
NEW ELASTIC SHEET ROOFING MEMBRANE
NEW PT 2X6 WOOD NAILERS CONTINUOUS -ANCHOR TO DECK WITH 5/8" BOLTS AT 24" O.C.
NEW FLASHING STRIP - HOT AIR WELDED
NEW MARINE GRADE PLYWOOD - THICKNESS TO MATCH CAST STONE OFFSET - ANCHOR TO WALL WITH CONSTRUCTION ADHESIVE AND 3/8" EXPANSION BOLTS @ 16" O.C. EACH WAY
AIR/MOISTURE BARRIER ON FACE OF EXISTING BRICK/CAST STONE
NEW CONT. SINGLE PLY ELASTIC SHEET ROOFING MEMBRANE DOWN OVER BOTH SIDES MINIMUM 3" AND SECURE TO WOOD NAILER
MIN.2"MIN.2"
PRE-FINISHED METAL CAP FLASHING W/ CONT. CLEAT
A14.310
EXISTING 1" ROOF FORMBOARD TO REMAIN
EXISTING CONCRETE MASONRY UNITS TO REMAIN
NEW ELASTIC SHEET ROOFING MEMBRANE
NEW P.T. 2X CONTINUOUS WOOD NAILERS -ANCHOR TO EXISTING MASONRY WALL WITH 5/8" BOLTS AT 24" O.C.
NEW FLASHING STRIP - HOT AIR WELDED
NEW RIGID ROOF DECK INSULATION -SECURELY FASTENED TO EXISTING DECK
EXISTING BRICK MASONRY TO REMAINEXISTING C.M.U. WALL TO REMAIN
NEW MEMBRANE COATED CONTINUOUS METAL FLASHING W/ CONT. CLEAT - FASTENED 4" O.C. -STAGGERED 1" GALVANIZED ANNULAR RINGS
EXISTING GUTTER TO REMAIN
NEW CONT. PT 2X8 WOOD TRIM
EXISTING STEEL BEAM TO REMAIN
EXISTING RIGID BENT FRAME STRUCTURE BEYOND TO REMAIN
4"
EXISTING 1" ROOF FORMBOARD TO REMAIN
EXISTING STEEL BEAM TO REMAIN
NEW ELASTIC SHEET ROOFING MEMBRANE
NEW P.T. 2X CONTINUOUS WOOD NAILERS -ANCHOR TO EXISTING MASONRY WALL WITH 5/8" BOLTS AT 24" O.C.
NEW FLASHING STRIP - HOT AIR WELDED
NEW RIGID ROOF DECK INSULATION -SECURELY FASTENED TO EXISTING DECK
EXISTING BRICK MASONRY TO REMAINEXISTING C.M.U. WALL TO REMAIN
NEW MEMBRANE COATED CONTINUOUS METAL FLASHING W/ CONT. CLEAT -FASTENED 4" O.C. -STAGGERED 1" GALVANIZED ANNULAR RINGS
EXISTING FACE BRICK
SAW CUT 1" DEEP- INSTALL NEW COUNTER FLASHING AND LEAD WEDGES
CONTINUOUS SEALANT
PREFINISHED METAL COUNTER FLASHING: SECURE TO WALL WITH CONTINUOUS CLEAT ANCHORED TO MASONRY AT 24" ON CENTER
NOTE: THIS DETAIL IS TO BE USED ONLY WHERE SPECIFICALLY REFERENCED
PRE-FINISHED METAL CAP FLASHING W/ CONT. CLEAT
NEW FLASHING STRIP -HOT AIR WELDED
EXISTING MASONRY WALL
NEW MEMBRANE COATED VERT. WALL FLASHING
A14.310
8" M
IN.
NEW PRE-FINISHED METAL DRIP EDGE WITH CONTINUOUS PRE-FINISHED METAL CLEATS
NEW FULLY-ADHERED SINGLE PLY ELASTIC SHEET ROOFING - TURN DOWN FACE OF EXISTING CANOPY EDGE MIN. OF 4"
NEW SINGLE PLY ELASTIC SHEET ROOFING FLASHING
NEW FLASHING STRIP -HOT AIR WELDED
EXISTING CONCRETE CANOPY
EXISTING MASONRY COLUMN
EXISTING WINDOW TO REMAIN
EXISTING CONCRETE BEAM & FLOOR SLAB
NOTE: DO NOT BLOCK EXISTING WEEPS
EXISTING CONCRETE STRUCTURE
EXISTING MASONRY WALL
EXISTING ROOF EDGE FLASHING TO REMAIN
PRE-FINISHED METAL EXPANSION JOINT COVER - SLOPE 1/2" TO DRAIN - CONSTRUCT IN ACCORDANCE W/ SMACNA PLATE 81 FIG. B -CONTINUE FLASHING 2" MIN. BEHIND EXISTING METAL ROOF EDGE FLASHING & ATTACH TO EXISTING STRUCTURE
NEW THRU WALL EXPANSION JOINT FLASHING
NEW PT WOOD BLOCKING AS REQUIRED TO ACHIEVE 8" MIN. CURB HEIGHT ABOVE FINISH ROOFING
NEW 3/4" MARINE GRADE PLYWOODCONTINUOUS CLEAT
NEW FLASHING STRIP - HOT AIR WELDED
NEW RIGID ROOF DECK INSULATION
NEW ELASTIC SHEET MEMBRANE ROOFING
NEW PT WOOD NAILERS - ATTACH TO STRUCTURE TO RESIST A FORCE OF 175 LBS/FT
NEW COMPRESSIBLE INSULATION
NEW MEMBRANE COATED VERT. WALL FLASHING - EXTEND OVER TOP OF NEW BLOCKING
8" M
IN.
EXISTING ROOFING TO REMAIN
EXISTING STRUCTURE
1' - 8
" ±
EXISTING CONCRETE STRUCTURE
EXISTING MASONRY WALL
EXISTING ROOF EDGE FLASHING & GUTTER TO REMAIN
PRE-FINISHED METAL EXPANSION JOINT COVER - SLOPE 1/2" TO DRAIN - CONSTRUCT IN ACCORDANCE W/ SMACNA PLATE 81 FIG. B -CONTINUE FLASHING BEHIND & EXISTING METAL ROOF EDGE FLASHING & ATTACH TO EXISTING STRUCTURE
NEW THRU WALL EXPANSION JOINT FLASHING - CONTINUE FLASHING BEHIND & EXISTING METAL ROOF EDGE FLASHING & ATTACH TO EXISTING STRUCTURE
NEW PT WOOD BLOCKING AS REQUIRED TO ACHIEVE 8" MIN. CURB HEIGHT ABOVE FINISH ROOFING
NEW 3/4" MARINE GRADE PLYWOOD
CONTINUOUS CLEAT
NEW FLASHING STRIP - HOT AIR WELDED
NEW RIGID ROOF DECK INSULATION
NEW ELASTIC SHEET MEMBRANE ROOFING
NEW PT WOOD NAILERS - ATTACH TO STRUCTURE TO RESIST A FORCE OF 175 LBS/FT
NEW COMPRESSIBLE INSULATION
NEW MEMBRANE COATED VERT. WALL FLASHING - EXTEND OVER TOP OF NEW BLOCKING
8" M
IN.
EXISTING ROOFING & STRUCTURE TO REMAIN
1' - 8
" ±
6"1'
- 3 1/
2" ±
1' - 2
" ±
EXISTING CONCRETE STRUCTURE TO REMAIN
NEW P.T. WOOD NAILER - ANCHOR TO STRUCTURE TO RESIST A FORCE OF 175 LBS/FT
NEW CEILING AS SCHEDULED REFER TO CEILING PLANS
8'-8" AFF VERIFY
EXISTING FACE BRICK TO REMAIN
EXISTING CMU WALL CONSTRUCTION TO REMAIN
EXISTING WINDOW TO REMAIN
NEW RIGID ROOF DECK INSULATION SLOPE TO DRAIN
NEW MEMBRANE COATED METAL EAVE DRIP EDGE, EXTEND OVER TOP OF MEMBRANE ROOFING, MIN 4"
NEW SINGLE PLY ELASTIC SHEET ROOFING - TURN DOWN FACE OF NAILER MIN. OF 4"NEW SINGLE PLY ELASTIC SHEET ROOFING FLASHINGNEW P.T. WOOD NAILERS TO MATCH THICKNESS OF RIGID INSULATION
EXISTING GUTTER - REMOVED & REINSTALLED
NEW PVC-COATED METAL EAVE DRIP, EXTEND OVER TOP OF MEMBRANE ROOFING MIN. 4"
EXTEND NEW ELASTIC SHEET ROOFING MEMBRANE DOWN FACE OF NAILERS BEHIND GUTTER MIN. 5", FULLY ADHERE TO VERTICAL FACE OF BLOCKING
NEW THERMOPLASTIC ROOFING MEMBRANE FLASHING STRIP
ROOFING SEALANT
EXISTING CONT. PRE-FINISHED MTL. GUTTER
4" MIN.
NEW CONT. CLEAT
NEW SUPPORT ANCHOR IN SLOTTED HOLE
PRE-FINISHED METAL CAP FLASHING W/ CONT. CLEAT
NEW FLASHING STRIP - HOT AIR WELDED
NEW RIGID ROOF DECK INSULATION
NEW ELASTIC SHEET MEMBRANE ROOFING
NEW PT WOOD NAILERS TO MATCH NEW INSULATION THICKNESS - ATTACH TO STRUCTURE TO RESIST A FORCE OF 175 LBS/FT
EXISTING MASONRY WALL
NEW MEMBRANE COATED VERT. WALL FLASHING
A14.310
EXISTING CONCRETE SLAB & BEAM
SIM
EXISTING THRU WALL FLASHING TO REMAIN
WAR
NING
: Co
ntrac
tors,
subc
ontra
ctors,
vend
ors a
nd su
pplie
rs ar
e adv
ised t
hat t
he co
ntrac
t do
cume
nts co
nsist
of
Arch
itect-
repr
oduc
ed pr
inted
, bou
nd an
d num
bere
d spe
cifica
tions
, Arch
itect-
repr
oduc
ed pr
inted
, bou
nd an
d nu
mber
ed bl
ue- o
r blac
k-line
s, ad
dend
a, po
st-bid
adde
nda,
and c
hang
e ord
ers o
nly. D
ocum
ents
repr
oduc
ed by
pa
rties o
ther t
han t
he A
rchite
ct, w
hethe
r in ha
rd co
py or
in el
ectro
nic fo
rmat,
shall
not b
e con
sider
ed pa
rt of
the
contr
act d
ocum
ents
and d
o not
supe
rsede
the p
rovis
ions o
f the
contr
act d
ocum
ents.
The
contr
actor
, sub
contr
actor
s, ve
ndor
s and
supp
liers
are s
olely
resp
onsib
le for
verifi
catio
n tha
t infor
matio
n utili
zed i
n bidd
ing, d
evelo
pmen
t of s
hop
draw
ings,
and c
onstr
uctio
n of t
he fa
cility
are i
denti
cal to
the c
ontra
ct do
cume
nts.
PROJECT NUMBER
PROJECT DATE
APPROVED BY
CHECKED BY
DRAWN BY
Copyright (c) 2013All Rights Reserved.
ISSUED FOR:NOT VALID UNLESS SIGNED
JAMES W
. BUCKLE
Y & ASSOCIA
TES IN
C. ‐‐ A
RCHITEC
TSSW
AIN
SBORO
, ALB
ANY, ROME, SAVANNAH AND BRU
NSW
ICK
GEO
RGIA
SHEET NUMBER:
2/22/2
018 5
:02:23
PM
C:\U
sers\
jw\D
ocum
ents\
JWB\
2131
7 City
Par
k ES\
no21
317 C
entra
l - SA
V012
4201
8.rvt
RO
OF
DE
TAIL
S
21317
Approver
Checker
SCC
405
SC
HO
OL
STR
EE
T, D
ALT
ON
, GA
3072
2FA
CIL
ITY
CO
DE
: 772
-030
1
A14.3
SCALE: 1 1/2" = 1'-0"A14.31 SCUPPER DTL. @ GYM LOBBY
SCALE: 1 1/2" = 1'-0"A14.32 ROOF CURB DTL. @ GYM LOBBY
SCALE: 1 1/2" = 1'-0"A14.33 ROOF DETAIL @ GYM
SCALE: 1 1/2" = 1'-0"A14.34 ROOF EDGE DTL. @ GYM
SCALE: 3" = 1'-0"A14.310 REGLET DETAIL
SCALE: 1 1/2" = 1'-0"A14.35 DTL. @ CONCRETE CANOPY
SCALE: 1 1/2" = 1'-0"A14.36 EXISTING ELEVATOR TOWER DTL.
SCALE: 1 1/2" = 1'-0"A14.37 EXISTING ELEVATOR TOWER GUTTER DTL.
SCALE: 1 1/2" = 1'-0"A14.38 GUTTER DETAIL BLDG. 2031
SCALE: 3" = 1'-0"A14.311 EAVE DRIP EDGE DETAIL
SCALE: 1 1/2" = 1'-0"A14.39 FLASHING DTL.@ EXIST. FACEBRICK - BLDG 2034
CIT
Y P
AR
K E
LEM
EN
TAR
Y S
CH
OO
L B
ID P
AC
KA
GE
1 R
OO
FIN
G A
ND
HV
AC
BID PACKAGE 1ROOFING AND HVAC
2/19/18
ADDENDUM 12/23/18
1
1
1
1
1
1
1
TYPICAL REPAIR DETAILS @ EXISTINGFLOOR SLAB OPENINGS
AT PAN JOISTS FLOORS
NOTE: THIS DETAIL APPLIES TO EXISTING OPENINGS UP TO 3'-0" WIDE (LONGEST SIDE DIMENSION). WHERE EXISTING OPENINGS EXCEED 3'-0" CONSULT ARCHITECT FOR INSTRUCTIONS
EXISTING OPENING
2"
L3X3X1 1/4 -4 SIDES
NEW 3000 PSI CONCRETE FILL
L5X5X3/8 -2 SIDES OF OPENING
1/4" STEEL PLATEL3X3X1/4X0'-10" W/ 2-5/8"ø EXP. BOLTS MIN. 3 1/2" EMBEDMENT
TYP.
1"4"
NEW ELASTIC SHEET ROOFING MEMBRANE OVER TOP OF NEW SHEATHING AND DOWN EACH FACE 3" SHOWN DASHED
NEW MEMBRANE COATED METAL FLASHING
EXISTING EIFS OVER EXISTING SHEATHING TO REMAIN
REPLACE EXISTING SHEATHING WITH NEW 1/2" GLASS MESH REINFORCED SHEATHING ON TOP OF EXISTING METAL STUD FRAMING
EXISTING METAL STUD FRAMING TO REMAIN
EXISTING CANOPY HANGER TO REMAIN
EXISTING CANOPY AND HANGER TO REMAIN
EXISTING STEEL STRUCTURE TO REMAIN
A.F.F.UPPER LEVEL F.F.
24' - 0"
EXISTING FACE BRICK TO REMAIN
NEW EXTERIOR INSULATION AND FINISHING SYSTEM (E.I.F.S.) OVER FLUID APPLIED DRAINABLE MEMBRANE SHOWN DASHED
NEW E.I.F.S. COLOR AND TEXTURE TO MATCH ADJACENT EXISTING CEMENTITIOUS PANELS
NEW JOINT WIDTH AT PANELS TO MATCH EXISTING PANEL JOINTS, CLOSE JOINT WITH SEALANT AND BACKER ROD
NEW BASE AS SCHEDULED
EXISTING CMU WALL TO REMAIN, PAINT
NEW R-19 BATT INSULATION
INFILL CAVITY RESULTING FROM DEMOLITION WORK WITH NEW R-19 BATT INSULATION
TERMINATE WALL BOARD WITH J-MOLDING AND PROVIDE A CONTINUOUS 1/4" GAP, FILL WITH BACKER ROD AND PAINTABLE SEALANT FOR A CLEAN TRANSITION OF MATERIALS
NEW 5/8" GYP. BD. OVER NEW 6" METAL STUD FRAMING INFILL MATCH ADJACENT FINISH.
INFILL CAVITY RESULTING FROM DEMOLITION WORK WITH NEW R-19 BATT INSULATION
6" X 3 5/8" METAL STUD BOX BEAM HEADER BETWEEN NEW AND EXISTING METAL STUD FRAMING
V.I.F
.
3' - 1
1 5/8"
±
V.I.F
.
1' - 4
" ±
EXISTING STUD FAMING TO REMAIN
EXISTING EXTERIOR INSULATION AND FINISHING SYSTEM (E.I.F.S.) TO REMAIN
REFE
R TO
DEM
OLIT
ION
DRAW
INGS
EXIS
TING
LOUV
ER T
O BE
REM
OVED
EXISTING INSULATION TO REMAIN
NEW FLUID APPLIED AIR/MOISTURE BARRIER OVERLAP AT EXISTING WALL INSULATION
NEW JOINT WIDTH AT PANELS TO MATCH EXISTING PANEL JOINTS, CLOSE JOINT WITH SEALANT AND BACKER ROD
PRE-FINISHED METAL CAP FLASHING W/CONT. CLEAT
PRE-FINISHED METAL EXPANSION JOINT COVER -SLOPE 1/2" TO DRAIN - CONSTRUCT IN ACCORDANCE W/ SMACNA PLATE 81 FIG. B
NEW PT WOOD BLOCKING AS REQUIRED TO ACHIEVE 8" MIN. CURB HEIGHT ABOVE FINISH ROOFING
NEW PT WOOD NAILER - ATTACH TO STRUCTURE TO RESIST A FORCE OF 175 LBS/FT
8" M
IN.
NEW MEMBRANE COATED VERT. WALL FLASHING - EXTEND OVER TOP OF NEW BLOCKING
EXISTING FACE BRICK WALL
AIR/MOISTURE BARRIER ON FACE OF EXISTING BRICK/CAST STONE
NEW MEMBRANE COATED METAL VERTICAL WALL FLASHINGNEW MARINE GRADE PLYWOOD -THICKNESS TO MATCH CAST STONE OFFSET (ABOVE) - ANCHOR TO WALL WITH CONSTRUCTION ADHESIVE AND 3/8" EXPANSION BOLTS @ 16" O.C. EACH WAY
MEMBRANE COATED METAL CLOSURE
EXISTING FACE BRICK PARAPET WALL
AIR/MOISTURE BARRIER ON FACE OF EXISTING BRICK/CAST STONE
7/8" MTL HAT CHANNELS @ 24" O.C.
MARINE GRADE PLYWOOD - THICKNESS TO MATCH CAST STONE OFFSET (ABOVE) -ANCHOR TO WALL WITH CONSTRUCTION ADHESIVE AND 3/8" EXPANSION BOLTS @ 16" O.C. EACH WAY
MEMBRANE COATED METAL 'J' CLOSURE
PREFORMED PREFINISHED METAL WALL PANELS
PREFORMED PREFINISHED METAL WALL PANELS
MEMBRANE COATED METAL 'J' CLOSUREMEMBRANE COATED 'OUTSIDE CORNER' FLASHING
CONNECTOR ROOF
PRE-FINISHED METAL CAP FLASHING W/CONT. CLEATPRE-FINISHED METAL EXPANSION JOINT COVER -SLOPE 1/2" TO DRAIN - CONSTRUCT IN ACCORDANCE W/ SMACNA PLATE 81 FIG. B
NEW THRU WALL EXPANSION JOINT FLASHING
NEW PT WOOD BLOCKING AS REQUIRED TO ACHIEVE 8" MIN. CURB HEIGHT ABOVE FINISH ROOFING
NEW 3/4" MARINE GRADE PLYWOOD
CONTINUOUS CLEAT
NEW FLASHING STRIP - HOT AIR WELDED
NEW RIGID ROOF DECK INSULATION
NEW ELASTIC SHEET MEMBRANE ROOFING
NEW PT WOOD NAILER - ATTACH TO STRUCTURE TO RESIST A FORCE OF 175 LBS/FT
8" M
IN.
A14.310
NEW COMPRESSIBLE INSULATION
EXISTING CONCRETE ROOF SLAB & STRUCTURE TO REMAIN
NEW MEMBRANE COATED VERT. WALL FLASHING - EXTEND OVER TOP OF NEW BLOCKING
CLEAR WATERPROOFING OVER EXISTING FACE BRICK
WAR
NING
: Co
ntrac
tors,
subc
ontra
ctors,
vend
ors a
nd su
pplie
rs ar
e adv
ised t
hat t
he co
ntrac
t do
cume
nts co
nsist
of
Arch
itect-
repr
oduc
ed pr
inted
, bou
nd an
d num
bere
d spe
cifica
tions
, Arch
itect-
repr
oduc
ed pr
inted
, bou
nd an
d nu
mber
ed bl
ue- o
r blac
k-line
s, ad
dend
a, po
st-bid
adde
nda,
and c
hang
e ord
ers o
nly. D
ocum
ents
repr
oduc
ed by
pa
rties o
ther t
han t
he A
rchite
ct, w
hethe
r in ha
rd co
py or
in el
ectro
nic fo
rmat,
shall
not b
e con
sider
ed pa
rt of
the
contr
act d
ocum
ents
and d
o not
supe
rsede
the p
rovis
ions o
f the
contr
act d
ocum
ents.
The
contr
actor
, sub
contr
actor
s, ve
ndor
s and
supp
liers
are s
olely
resp
onsib
le for
verifi
catio
n tha
t infor
matio
n utili
zed i
n bidd
ing, d
evelo
pmen
t of s
hop
draw
ings,
and c
onstr
uctio
n of t
he fa
cility
are i
denti
cal to
the c
ontra
ct do
cume
nts.
PROJECT NUMBER
PROJECT DATE
APPROVED BY
CHECKED BY
DRAWN BY
Copyright (c) 2013All Rights Reserved.
ISSUED FOR:NOT VALID UNLESS SIGNED
JAMES W
. BUCKLE
Y & ASSOCIA
TES IN
C. ‐‐ A
RCHITEC
TSSW
AIN
SBORO
, ALB
ANY, ROME, SAVANNAH AND BRU
NSW
ICK
GEO
RGIA
SHEET NUMBER:
2/22/2
018 5
:02:31
PM
C:\U
sers\
jw\D
ocum
ents\
JWB\
2131
7 City
Par
k ES\
no21
317 C
entra
l - SA
V012
4201
8.rvt
RO
OF
DE
TAIL
S
21317
Approver
Checker
JRW
405
SC
HO
OL
STR
EE
T, D
ALT
ON
, GA
3072
2FA
CIL
ITY
CO
DE
: 772
-030
1
A14.4
SCALE: 1 1/2" = 1'-0"A14.43 TYP. REPAIR AT FLOOR SLAB OPENINGS
CIT
Y P
AR
K E
LEM
EN
TAR
Y S
CH
OO
L B
ID P
AC
KA
GE
1 R
OO
FIN
G A
ND
HV
AC
BID PACKAGE 1ROOFING AND HVAC
2/19/18
SCALE: 1 1/2" = 1'-0"A14.42 COPING AT BUS CANOPY/PORTAL
1
ADDENDUM 12/23/18
1
SCALE: 1 1/2" = 1'-0"A14.41 INFILL DETAIL AT EIFS PANELS
SCALE: 3" = 1'-0"A14.44 PLAN DTL. - BRICK WALL @ ROOF
1
1
SCALE: 3" = 1'-0"A14.45 PLAN DTL. - BRICK PARAPET WALL
1
1
SCALE: 1 1/2" = 1'-0"A14.46 EXPANSION JOINT DTL. @ BLDG. 2032 & 2033
1