section 00 9113 addendum no. 1 project: city park ......a. general: fabricate ladder safety cages to...

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.






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


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.



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.



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.



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


UP

BUILDING 2034CONSTRUCTED 2002








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





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3' - 8" ± 30' - 0" ± 102' - 8" ± 29' - 5" ±

88' - 1 7/8" 28' - 6 1/4" ± 20' - 8" ±

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41' -

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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

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PROJECT NUMBER

PROJECT DATE

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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

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EXISTING GUTTER & DOWNSPOUT TO REMAIN UNLESS REPLACEMENT IS REQUIRED



EXISTING GUTTERS & DOWNSPOUTS TO REMAIN, TYP. FOR AREA #2

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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. 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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PROJECT NUMBER

PROJECT DATE

APPROVED BY

CHECKED BY

DRAWN BY



JAMES W

. BUCKLE

Y & ASSOCIA

TES IN

C. ‐‐ A

RCHITEC

TSSW

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SBORO

, ALB


NSW

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SHEET NUMBER:

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SCALE: 1/16" = 1'-0"D1.31 DEMOLITION ROOF PLAN

CIT

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2/19/18

1

ADDENDUM 12/23/18

1

1

1




BUILDING 2040CONSTRUCTED 1958BUILDING 2033

CONSTRUCTED 1975




A10.0

1

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




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"


+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 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 -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


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



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. 2040

BLDG. 2033

BLDG. 2032

BLDG. 2030

BLDG. 101

WAR

NING

: Co

ntrac

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ontra

ctors,

vend

ors a

nd su

pplie

rs ar

e adv

ised t

hat t

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nsist

of

Arch

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nd an

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, Arch

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e con

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and d

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The

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, sub

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and c

onstr

uctio

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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



JAMES W

. BUCKLE

Y & ASSOCIA

TES IN

C. ‐‐ A

RCHITEC

TSSW

AIN

SBORO

, ALB


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


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


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


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" ±


TAPERED RIGID INSULATION SLOPE TO DRAIN

EXISTING 1" ROOF FORMBOARD TO REMAIN

EXISTING RIGID BENT FRAME

EXISTING STEEL BEAM

EXISTING BRICK PARAPET WALL



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.





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









EXISTING STEEL BEAM




GYPSUM FURRING TRACK



EXISTING STEEL BEAM


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


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 FINISH COAT

EIFS 'J' CLOSURE


EXISTING SILL (BELOW) TO REMAINEXISTING C.M.U. WALL

EXISTING FACE BRICK


EXISTING LIMESTONE SILL TO REMAIN




EIFS FINISH COAT

NEW PRE-FINISHED FLASHING IN A BED OF SEALANT W/ DRIP EDGE


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

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cifica

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, Arch

itect-

repr

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, bou

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print

s, ad

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ocum

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repr

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ed by

pa

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han t

he A

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hethe

r in ha

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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

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ocum

ents.

The

contr

actor

, sub

contr

actor

s, ve

ndor

s and

supp

liers

are s

olely

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onsib

le for

verifi

catio

n tha

t infor

matio

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n bidd

ing, d

evelo

pmen

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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



JAMES W

. BUCKLE

Y & ASSOCIA

TES IN

C. ‐‐ A

RCHITEC

TSSW

AIN

SBORO

, ALB


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


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.

gcs

Snapshot

gcs

Typewritten Text

7

gcs

Typewritten Text

8

gcs

Typewritten Text

9

gcs

Typewritten Text

10

gcs

Typewritten Text

11

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


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


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 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.




CEILING AS SCHEDULED REF. TO CEILING PLANS

EXISTING GYP. AND METAL STUD FURRINGS TO REMAIN, PAINT AS SCHEDULED TYP.






APPLY CLEAR WATER PROOFING ON FACE BRICK WHERE BRICK OCCURS ABOVE A LOW ROOF

SLIP SHEET


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"









NEW SEALANT AND FASTENERPRE-FINISHED METAL COUNTER FLASHING

SLIP SHEET



LINE OF EXISTING BRICK BEYOND TO REMAIN

PERMANENT CONCRETE FASTENER




2' - 0

" ±

ROOF MEMBRANE

ROOF SEALANT2" CONTINUOUS WELDFASTENERS @ 6" O.C. (TO RESIST 135 LBS/FT MIN)


EXISTING LT. GAUGE MTL TRUSS TO REMAIN


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 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


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





8" M

IN.

EXISTING PRE-ENGINEERED ROOF STRUCTURE TO REMAIN




NEW PRE-FINISHED METAL WALL PANELS ON 7/8" FURRING CHANNELS BY ROOF SYSTEM MANUFACTURER, FURRING CHANNELS TO BE AT 24" O.C.


NEW FLUID APPLIED AIR/MOISTURE BARRIER TO 1/2" FIBER REINFORCED GYP. SHEATHING


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




EXISTING METAL DECK TO REMAIN

EXISTING PRE-ENGINEERED ROOF 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 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 AIR/VAPOR BARRIER

EXISTING P.E. ROOF TRUSS BEARING8' - 8" ABOVE ROOF DECK EXISTING PRE-ENGINEERED

METAL TRUSS 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. 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




ROOF MEMBRANE

ROOF SEALANT

2" CONTINUOUS WELDFASTENERS @ 6" O.C. (TO RESIST 135 LBS/FT MIN)


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

print

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



JAMES W

. BUCKLE

Y & ASSOCIA

TES IN

C. ‐‐ A

RCHITEC

TSSW

AIN

SBORO

, ALB


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

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21317

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Checker

JRW,SCC

405

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3072

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ITY

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: 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

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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


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 PT 2X6 WOOD NAILERS CONTINUOUS -ANCHOR TO DECK WITH 5/8" BOLTS AT 24" O.C.





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 WALL COUNTERFLASHING

NEW 1/2" MARINE GRADE PLYWOOD

NEW PREFORMED PREFINISHED METAL WALL PANELS W/ PREFINISHED MTL DRIP EDGE



NEW NEOPRENE CLOSURENEW METAL CLOSURE RETAINER

SLOPE 1"4"

MIN




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.




EIFS FINISH COAT

1' - 0

"

8" M

IN.









EXISTING STEEL BEAM


A14.310



SIM.

PLASTIC STARTER TRACK WITH WEEP HOLES


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

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cifica

tions

, Arch

itect-

repr

oduc

ed pr

inted

, bou

nd an

d nu

mber

ed bl

ue- o

r blac

k-line

print

s, ad

dend

a, po

st-bid

adde

nda,

and c

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e ord

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ocum

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repr

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ther t

han t

he A

rchite

ct, w

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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

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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



JAMES W

. BUCKLE

Y & ASSOCIA

TES IN

C. ‐‐ A

RCHITEC

TSSW

AIN

SBORO

, ALB


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

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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


CONTINUOUS CLEAT








8" M

IN.

6"1'

- 3 1/

2" ±

1' - 2

" ±


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




NEW RIGID ROOF DECK INSULATION SLOPE TO DRAIN


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 SINGLE PLY ELASTIC ROOFING MEMBRANE


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 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.


4" M

IN.

4" M

IN.

3' - 1

1 7/8"

±

2' - 0

" ±

NEW CEILING AS SCHEDULED REF. TO CEILING PLANS



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 PREFIN. STANDING SEAM METAL COPING WITH CONT. CONCEALED CLEATS - SECURE TO WOOD NAILER - STANDING SEAMS AT JOINTS



NEW MEMBRANE COATED METAL VERT. WALL FLASHING OVER EXISTING SHEATHING

EXISTING PARAPET WALL 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


LOW SLOPE SINGLE PLY PVC ROOFING

A14.310





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



CONTINUOUS CLEAT





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





A14.310

EXISTING BRICK WALL TO REMAIN


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



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

print

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



JAMES W

. BUCKLE

Y & ASSOCIA

TES IN

C. ‐‐ A

RCHITEC

TSSW

AIN

SBORO

, ALB


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

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AC


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




EXISTING FORMBOARD TO REMAINEXISTING STEEL BEAM


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



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)



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


NEW MEMBRANE COATED VERT. WALL FLASHING (BOTH SIDES)

EXISTING STEEL BEAM

EXISTING STEEL BEAM BEYOND

EXISTING CONCRETE BLOCK WALL


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






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



MIN.2"MIN.2"


A14.310


EXISTING CONCRETE MASONRY UNITS TO REMAIN


NEW P.T. 2X CONTINUOUS WOOD NAILERS -ANCHOR TO EXISTING MASONRY WALL WITH 5/8" BOLTS AT 24" O.C.



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 STEEL BEAM TO REMAIN


NEW P.T. 2X CONTINUOUS WOOD NAILERS -ANCHOR TO EXISTING MASONRY WALL WITH 5/8" BOLTS AT 24" O.C.



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





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"



EXISTING CONCRETE CANOPY

EXISTING MASONRY COLUMN


EXISTING CONCRETE BEAM & FLOOR SLAB

NOTE: DO NOT BLOCK EXISTING WEEPS

EXISTING CONCRETE STRUCTURE


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 3/4" MARINE GRADE PLYWOODCONTINUOUS CLEAT




NEW PT WOOD NAILERS - ATTACH TO STRUCTURE TO RESIST A FORCE OF 175 LBS/FT



8" M

IN.

EXISTING ROOFING TO REMAIN

EXISTING STRUCTURE

1' - 8

" ±

EXISTING CONCRETE STRUCTURE


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



CONTINUOUS CLEAT




NEW PT WOOD NAILERS - ATTACH TO STRUCTURE TO RESIST A FORCE OF 175 LBS/FT



8" M

IN.

EXISTING ROOFING & STRUCTURE TO REMAIN

1' - 8

" ±

6"1'

- 3 1/

2" ±

1' - 2

" ±


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




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





NEW PT WOOD NAILERS TO MATCH NEW INSULATION THICKNESS - ATTACH TO STRUCTURE TO RESIST A FORCE OF 175 LBS/FT



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

print

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



JAMES W

. BUCKLE

Y & ASSOCIA

TES IN

C. ‐‐ A

RCHITEC

TSSW

AIN

SBORO

, ALB


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

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1 R

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FIN

G A

ND

HV

AC


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"


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



8" M

IN.


EXISTING FACE BRICK WALL


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



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




CONTINUOUS CLEAT





8" M

IN.

A14.310


EXISTING CONCRETE ROOF SLAB & STRUCTURE TO REMAIN


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

print

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



JAMES W

. BUCKLE

Y & ASSOCIA

TES IN

C. ‐‐ A

RCHITEC

TSSW

AIN

SBORO

, ALB


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


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

section 00 9113 addendum no. 1 project: city park ......a. general: fabricate ladder safety cages to...

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