Attachment 9 - Addendum 1 to RFI Responses.pdf

524 Fernwood Avenue Altamonte Springs, Florida

32701

407 830 6522 www.rdcjpa.com

DATE: 03/24/2025

Addendum No. 1

546-22-106

Bruce W. Carter VA Medical Center

Renovate Preventable Maintenance Shop and Replace Aluminum Canopy

This Addendum supplements and amends the original Drawings and Specifications for the above referenced project. This Addendum shall be forwarded to all Prime Bidders and all appropriate building code authorities. This Addendum shall be taken into account in the preparation of bids and shall become a part of the Contract

Documents.

Receipt of this Addendum must be acknowledged on the Form of Proposal.

Questions or comments should be directed to Augusto Emilio Torres at the Miami VA.

This addendum consists of 1 Specification Sections and 12 Sheets

General Summary

1. Clarified allowable gutter/downspout material thickness and finishes.

2. Added ‘Typical Asphalt Restoration’ detail.

3. Revised Structural Foundation

4. Revised Structural Roof Decking to 1.5” B roof decking.

5. Clarified that the scope of the Pressure Washing is to include all new and existing concrete and asphalt, as well as vinyl fencing, within the Project Scope.

6. Clarified that the Flammable Storage Cabinets are to be VA provided and

Contractor installed.

7. Clarified that the exterior pavement finish under the new canopy is to read P-1.

8. Clarified that the existing drip edge is to remain.

Specifications

9. 07 60 00 – Flashing and Sheet Metal

a. Added detail “Asphalt Pavement Restoration”.

Drawings

10. CS-061 – SITE DETAILS

a. Added detail “Asphalt Pavement Restoration”.

11. S-001 -GENERAL NOTES

a. Replaced ‘Geotechnical Investigations’ with ‘Site Work’.

12. S-002 - WIND TABLES & SCHEDULES

a. Revised wind load tables.

b. Added ‘Vertical Reinforcement Bar Lap Schedule-Concrete’.

13. SB101 – FOUNDATION PLAN

a. Revised footings to spread footings.

b. Added ‘Footing Schedule’ and ‘Concrete Column Schedule’.

14. SF101 – ROOF FRAMING SUBMITTAL

a. Added note regarding Purlins.

b. Revised plan notes regarding Purlins.

c. Revised Column B5

d. Added ‘Support Framing’ notes throughout sheet.

e. Added Section tag 3/SJ102.

15. SJ101 – DETAILS

a. Revised Section 1 to show exterior reinforcement.

b. Revised Section 2: Column Footing.

c. Revised Section 4: Top Plate Dimensions.

d. Revised Section 6 from a bolted connection to a welded connection.

e. Added Detail 10.

16. SJ102 – DETAILS

a. Revised Building Section 1

b. Added Section 3.

17. AE101 – ARCHITECTURAL PLAN

a. Clarified pressure washing scope.

b. Clarified who was providing and installing the Flammable Storage Cabinets.

18. AE102 - ROOF PLANS

a. Clarified drip edge notes.

b. Revised roof assembly notes.

19. AE201 - EXTERIOR ELEVATIONS

a. Clarified pressure washing scope.

b. Clarified drip edge notes.

c. Revised roof assembly notes.

20. AE301 – SECTIONS AND DETAILS

a. Clarified pressure washing scope.

b. Clarified drip edge notes.

c. Revised roof assembly notes.

21. AF101 – FINISH PLANS

a. Clarified exterior pavement finish.

End of Addendum No. [1]

RENOVATE PREVENTIVE MAINTENANCE SHOP &

REPLACE ALUMINUM CANOPY

FLASHING AND SHEET METAL

VAMC MIAMI, FLORIDA 01-01-21

07 60 00 - 1

SECTION 07 60 00

FLASHING AND SHEET METAL

PART 1 - GENERAL

1.1 DESCRIPTION

A. Formed sheet metal work for wall and roof flashing, roof edge metal, fasciae, drainage specialties, are specified in this section.

1.2 RELATED WORK

A. Section 07 54 23 THERMOPLASTIC POLYOLEFIN (TPO) ROOFING: Membrane base flashings and stripping.

B. Section 07 71 00 ROOF SPECIALTIES: Manufactured flashing, roof edge metal, fascia’s.

C. Section 07 72 00, ROOF ACCESSORIES: Integral flashing components of manufactured roof specialties and accessories or equipment..

D. Section 07 92 00, JOINT SEALANTS: Joint Sealants.

E. Section 09 91 00, PAINTING: Paint materials and application.

F. Section 22 14 00, FACILITY STORM DRAINAGE: Flashing of Roof Drains.

1.3 APPLICABLE PUBLICATIONS

A. Publications listed below form a part of this specification to the extent referenced. Publications are referenced in the text by the basic designation only. Editions of applicable publications current on date of issue of bidding documents apply unless otherwise indicated.

B. Aluminum Association (AA):

AA-C22A41 ................................ Aluminum Chemically etched medium matte, with clear anodic coating, Class I Architectural, 0.7-mil thick

AA-C22A42 ................................ Chemically etched medium matte, with integrally colored anodic coating, Class I Architectural, 0.7 mils thick

AA-C22A44 ................................ Chemically etched medium matte with electrolytically deposited metallic compound, integrally colored coating Class I

Architectural, 0.7-mil thick finish

C. American National Standards Institute/Single-Ply Roofing Institute/Factory Mutual

(ANSI/SPRI/FM):

4435/ES-1-11 ............................. Wind Design Standard for Edge Systems Used with Low Slope

Roofing Systems

D. American Architectural Manufacturers Association (AAMA):

AAMA 620-02 ............................. Voluntary Specification for High Performance Organic Coatings on Coil Coated Architectural Aluminum

FLASHING AND SHEET METAL

07 60 00 - 2

AAMA 621-02 ............................. Voluntary Specification for High Performance Organic Coatings on Coil Coated Architectural Hot Dipped Galvanized (HDG) and

Zinc-Aluminum Coated Steel Substrates

E. ASTM International (ASTM):

A240/A240M-20 ......................... Standard Specification for Chromium and Chromium-Nickel

Stainless Steel Plate, Sheet and Strip for Pressure Vessels and for General Applications.

A653/A653M-20 ......................... Steel Sheet Zinc-Coated (Galvanized) or Zinc Alloy Coated

(Galvanized) by the Hot- Dip Process

B32-08(2014) ............................. Solder Metal

B209-14 ...................................... Aluminum and Aluminum-Alloy Sheet and Plate

B370-12(2019) ........................... Copper Sheet and Strip for Building Construction

D173/D173M-03(2018) .............. Bitumen-Saturated Cotton Fabrics Used in Roofing and

Waterproofing

D412-16 ..................................... Vulcanized Rubber and Thermoplastic Elastomers-Tension

D1187/D1187M-97(2018) .......... Asphalt Base Emulsions for Use as Protective Coatings for Metal

D1784-20 ................................... Rigid Poly (Vinyl Chloride) (PVC) Compounds and Chlorinated

Poly (Vinyl Chloride) (CPVC) Compounds

D3656/D3656M-13 ..................... Insect Screening and Louver Cloth Woven from Vinyl-Coated

Glass Yarns

D4586/D4586M-07(2018) .......... Asphalt Roof Cement, Asbestos Free

F. Sheet Metal and Air Conditioning Contractors National Association (SMACNA): Architectural

Sheet Metal Manual.

G. National Association of Architectural Metal Manufacturers (NAAMM):

AMP 500-06 ............................... Metal Finishes Manual

H. Federal Specification (Fed. Spec):

A-A-1925A .................................. Shield, Expansion; (Nail Anchors)

UU-B-790A ................................. Building Paper, Vegetable Fiber

I. International Code Commission (ICC): International Building Code, Current Edition

1.4 PERFORMANCE REQUIREMENTS

A. Wind Uplift Forces: See Wind Tables on Structural Drawings

B. Wind Design Standard: Fabricate and install roof-edge flashings tested per ANSI/SPRI/FM ES-1 to resist design pressure indicated on Drawings.

1.5 SUBMITTALS

A. Submit in accordance with Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA, AND

SAMPLES.

FLASHING AND SHEET METAL

07 60 00 - 3

B. Shop Drawings: For all specified items, including:

1. Flashings

2. Gravel Stop-Fascia

3. Gutter and Conductors

4. Expansion joints

C. Manufacturer's Literature and Data: For all specified items, including:

1. Nonreinforced, elastomeric sheeting

2. Fascia-cant

D. Certificates: Indicating compliance with specified finishing requirements, from applicator and contractor.

PART 2 - PRODUCTS

2.1 FLASHING AND SHEET METAL MATERIALS

A. Aluminum Sheet: ASTM B209, alloy 3003-H14 except alloy used for color anodized aluminum shall be as required to produce specified color. Alloy required to produce specified color shall have the same structural properties as alloy 3003-H14.

B. Galvanized Sheet: ASTM, A653.

C. Nonreinforced, Elastomeric Sheeting: Elastomeric substances reduced to thermoplastic state and extruded into continuous homogenous sheet (0.056 inch) thick. Sheeting shall have not less than

7 MPa (1,000 psi) tensile strength and not more than seven percent tension-set at 50 percent elongation when tested in accordance with ASTM D412. Sheeting shall show no cracking or flaking when bent through 180 degrees over a 1 mm (1/32 inch) diameter mandrel and then bent at same point over same size mandrel in opposite direction through 360 degrees at temperature of -30°C (-20 °F).

2.2 FLASHING ACCESSORIES

A. Fasteners:

1. Use stainless steel for stainless steel and aluminum alloy. Use galvanized steel or stainless steel for galvanized steel.

2. Nails:

a. Minimum diameter for aluminum nails 3 mm (0.105 inch).

b. Minimum diameter for stainless steel nails: 2 mm (0.095 inch) and annular threaded.

c. Length to provide not less than 22 mm (7/8 inch) penetration into anchorage.

3. Rivets: Not less than 3 mm (1/8 inch) diameter.

4. Expansion Shields: Fed Spec A-A-1925A.

B. Sealant: As specified in Section 07 92 00, JOINT SEALANTS for exterior locations.

C. Roof Cement: ASTM D4586.

FLASHING AND SHEET METAL

07 60 00 - 4

2.3 SHEET METAL THICKNESS

A. Except as otherwise shown or specified use thickness or weight of sheet metal as follows:

B. Thickness of aluminum or galvanized steel is specified with each item.

2.4 FABRICATION, GENERAL

A. Expansion and Contraction Joints:

1. Fabricate in accordance with the Architectural Sheet Metal Manual recommendations for expansion and contraction of sheet metal work in continuous runs.

2. Space joints as shown or as specified.

3. Space expansion and contraction joints for aluminum at intervals not exceeding 5400 mm (18 feet), except do not exceed 3000 mm (10 feet) for gravel stops and fascia-cant systems.

4. Fabricate slip-type or loose locked joints and fill with sealant unless otherwise specified.

5. Fabricate joint covers of same thickness material as sheet metal served.

B. Cleats:

1. Fabricate cleats to secure flashings and sheet metal work over 300 mm (12 inches) wide and where specified.

2. Provide cleats for maximum spacing of 300 mm (12 inch) centers unless specified otherwise.

3. Form cleats of same metal and weights or thickness as the sheet metal being installed unless specified otherwise.

4. Fabricate cleats from 50 mm (2 inch) wide strip. Form end with not less than 19 mm (3/4 inch) wide loose lock to item for anchorage. Form other end of length to receive nails free of item to be anchored and end edge to be folded over and cover nail heads.

C. Edge Strips or Continuous Cleats:

1. Fabricate continuous edge strips where shown and specified to secure loose edges of the sheet metal work.

2. Except as otherwise specified, fabricate edge strips or minimum 1.25 mm (0.050 inch) thick aluminum.

3. Use material compatible with sheet metal to be secured by the edge strip.

4. Fabricate in 3000 mm (10 feet) maximum lengths with not less than 19 mm (3/4 inch) loose lock into metal secured by edge strip.

5. Fabricate Strips for fascia anchorage to extend below the supporting wood construction to form a drip and to allow the flashing to be hooked over the lower edge at least 19 mm (3/4-inch).

6. Fabricate anchor edge maximum width of 75 mm (3 inches) or of sufficient width to provide adequate bearing area to insure a rigid installation using /1.6 mm (0.0625 inch) thick aluminum.

D. Drips:

FLASHING AND SHEET METAL

07 60 00 - 5

1. Form drips at lower edge of sheet metal counter-flashings (cap flashings), fascias, gravel stops, wall copings, by folding edge back 13 mm (1/2 inch) and bending out 45 degrees from vertical to carry water away from the wall.

2. Form drip to provide hook to engage cleat or edge strip for fastening for not less than 19 mm

(3/4 inch) loose lock where shown.

E. Edges:

1. Edges of flashings concealed in masonry joints opposite drain side shall be turned up 6 mm

(1/4 inch) to form dam, unless otherwise specified or shown otherwise.

2. Finish exposed edges of flashing with a 6 mm (1/4 inch) hem formed by folding edge of flashing back on itself when not hooked to edge strip or cleat. Use 6 mm (1/4 inch) minimum penetration beyond wall face with drip for through-wall flashing exposed edge.

3. All metal roof edges shall meet requirements of IBC, current edition.

F. Metal Options:

1. Where options are permitted for different metals use only one metal throughout.

2. Stainless steel may be used in concealed locations for fasteners of other metals exposed to view.

2.5 FINISHES

A. Use same finish on adjacent metal or components and exposed metal surfaces unless specified or shown otherwise.

B. In accordance with NAAMM Metal Finishes Manual AMP 500, unless otherwise specified.

C. Finish exposed metal surfaces as follows, unless specified otherwise:

1. Aluminum:

a. Fluorocarbon Finish: AAMA 620, high performance organic coating.

2. Steel and Galvanized Steel:

a. Finish painted under Section 09 91 00, PAINTING unless specified as prefinished item.

b. Manufacturer's finish:

1) Fluorocarbon Finish: AAMA 621, high performance organic coating.

2.6 GRAVEL STOPS

A. General:

1. Fabricate in lengths not less than 2400 mm (8 feet) long and maximum of 3000 mm (10 feet).

2. Fabricate internal and external corners as one-piece with legs not less than 600 mm (2 feet) or more than 1200 mm (4 feet) long.

3. Fabricate roof flange not less than 100 mm (4 inches) wide.

4. Fabricate lower edge outward at an angle of 45 degrees to form drip and as fascia or as counter flashing as shown:

FLASHING AND SHEET METAL

07 60 00 - 6

a. Fabricate of one-piece material of suitable width for fascia height of 250 mm (10 inch) maximum or counterflashing lap of not less than 100 mm (4 inch) over base flashing.

b. Fabricate bottom edge of formed fascia to receive edge strip.

c. When fascia bottom edge forms counter flashing over roofing lap roofing not less than

150 mm (6 inches).

B. Formed Flat Sheet Metal Gravel Stops and Fascia:

1. Fabricate as shown of 1.25 mm (0.050 inch) thick aluminum.

2. When fascia exceeds 150 mm (6 inches) in depth, form one or more horizontal stops not less than 13 mm (1/2 inch) high in the fascia.

3. Fabricate as two-piece fascia when fascia depth exceeds 250 mm (10 inches).

4. At joint between ends of sheets, provide a concealed clip soldered or welded near one end of each sheet to hold the adjoining sheet in lapped position. The clip shall be approximately 100 mm (4 inches) wide and shall be the full depth of the fascia less 25 mm (one inch) at top and bottom. Clip shall be of the same thickness as the fascia.

5. Provide edge strip as specified with lower hooked edge bent outward at an angle of 45 degrees.

2.7 HANGING GUTTERS

A. Fabricate gutters of not less than the following:

1. 1.3 mm (0.050 inch) thick aluminum.

B. Fabricate hanging gutters in sections not less than 2400 mm (8 feet) long, except at ends of runs where shorter lengths are required.

C. Building side of gutter shall be not less than 38 mm (1 1/2 inches) higher than exterior side

D. Gutter Bead: Stiffen outer edge of gutter by folding edge over approximately 19 mm (3/4 inch) toward roof and down approximately19 mm (3/4 inch) unless shown otherwise.

E. Gutter Spacers:

1. Fabricate of same material and thickness as gutter.

2. Fabricate 25 mm (one inch) wide strap and fasten to gutters not over 900 mm (36 inches) on center.

3. Turn back edge up 25 mm (one inch) and lap front edge over gutter bead.

4. Rivet and solder to gutter except rivet and seal to aluminum.

F. Outlet Tubes:

1. Form outlet tubes to connect gutters to conductors of same metal and thickness as gutters extend into the conductor 75 mm (3 inch). Flange upper end of outlet tube 13 mm (1/2 inch).

2. Lock and solder longitudinal seam except use sealant in lieu of solder with aluminum.

3. Solder tube to gutter. Seal aluminum tube to gutter and rivet to gutter.

4. Fabricate basket strainers of same material as gutters.

FLASHING AND SHEET METAL

07 60 00 - 7

G. Gutter Brackets:

1. Fabricate of same metal as gutter. Use the following:

a. 6 by 25 mm (1/4 by 1 inch) aluminum.

2. Fabricate to gutter profile.

3. Drill two 5 mm (3/16 inch) diameter holes in anchor leg for countersunk flat head screws.

H. Gutter Accessories

1. Leaf Guard:

a. Material: Fabricated from similar material as Hanging Gutter.

b. Leaf Guard must be able to be removed without requiring removal of Hanging Gutter, Fascia, Downspout, Collector’s, or any of the former’s fastners, for cleaning.

2.8 CONDUCTORS (DOWNSPOUTS)

A. Fabricate conductors of same metal and thickness as gutters in sections approximately 3000 mm

(10 feet) long [with 19 mm (3/4 inch) wide flat locked seams].

1. Fabricate open face channel shape with hemmed longitudinal edges.

B. Fabricate and seal aluminum elbows. Lap upper section to the inside of the lower piece.

C. Fabricate conductor brackets or hangers of same material as conductor, 2 mm (1/16 inch) thick by 25 mm (one inch) minimum width. Form to support conductors 25 mm (one inch) from wall surface in accordance with Architectural Sheet Metal Manual for rectangular and round shapes.

D. Conductor Heads:

1. Fabricate of same material as conductor.

2. Fabricate conductor heads to not less than 250 mm (10 inch) wide by 200 mm (8 inch) deep by 200 mm (8 inches) from front to back.

3. Form front and side edges channel shape not less than 13 mm (1/2 inch) wide flanges with edge hemmed.

4. Slope bottom to sleeve to conductor or downspout at not less than 60 degree angle.

5. Extend wall edge not less than 25 mm (one inch) above front edge.

6. Solder joints for water tight assembly.

7. Fabricate outlet tube or sleeve at bottom not less than 50 mm (2 inches) long to insert into conductor.

PART 3 - EXECUTION

3.1 INSTALLATION

A. General:

1. Install flashing and sheet metal items as shown in Sheet Metal and Air Conditioning

Contractors National Association, Inc., publication, ARCHITECTURAL SHEET METAL

MANUAL, except as otherwise shown or specified.

2. Apply Sealant as specified in Section 07 92 00, JOINT SEALANTS.

FLASHING AND SHEET METAL

07 60 00 - 8

3. Apply sheet metal and other flashing material to surfaces which are smooth, sound, clean, dry and free from defects that might affect the application.

4. Remove projections which would puncture the materials and fill holes and depressions with material compatible with the substrate. Cover holes or cracks in wood wider than 6 mm (1/4 inch) with sheet metal compatible with the roofing and flashing material used.

5. Confine direct nailing of sheet metal to strips 300 mm (12 inch) or less wide. Nail flashing along one edge only. Space nail not over 100 mm (4 inches) on center unless specified otherwise.

6. Install bolts, rivets, and screws where indicated, specified, or required in accordance with the

SMACNA Sheet Metal Manual. Space rivets at 75 mm (3 inch) on centers in two rows in a staggered position. Use neoprene washers under fastener heads when fastener head is exposed.

7. Coordinate with roofing work for the installation of metal base flashings and other metal items having roof flanges for anchorage and watertight installation.

8. Nail continuous cleats on 75 mm (3 inch) on centers in two rows in a staggered position.

9. Nail individual cleats with two nails and bend end tab over nail heads. Lock other end of cleat into hemmed edge.

10. Install flashings in conjunction with other trades so that flashings are inserted in other materials and joined together to provide a water tight installation.

11. Where required to prevent galvanic action between dissimilar metal isolate the contact areas of dissimilar metal with sheet lead, waterproof building paper, or a coat of bituminous paint.

12. Isolate aluminum in contact with dissimilar metals others than stainless steel, white bronze or other metal compatible with aluminum by:

a. Paint dissimilar metal with a prime coat of zinc-chromate or other suitable primer, followed by two coats of aluminum paint.

b. Paint dissimilar metal with a coat of bituminous paint.

c. Apply an approved caulking material between aluminum and dissimilar metal.

13. Paint aluminum in contact with or built into mortar, concrete, plaster, or other masonry materials with a coat of bituminous paint.

14. Paint aluminum in contact with absorptive materials that may become repeatedly wet with two coats of bituminous paint or two coats of aluminum paint.

15. Bitumen Stops:

a. Install bitumen stops for built-up roof opening penetrations through deck and at formed sheet metal gravel stops.

b. Nail leg of bitumen stop at 300 mm (12 inch) intervals to nailing strip at roof edge before roofing material is installed.

FLASHING AND SHEET METAL

07 60 00 - 9

3.2 GRAVEL STOPS

A. General:

1. Install gravel stops and fascias with allowance for expansion at each joint; minimum of 6 mm

(1/4 inch).

2. Extend roof flange of gravel stop and splice plates not less than four inches out over roofing and nail or screw to wood nailers. Space fasteners on 75 mm (3 inch) centers in staggered pattern.

3. Install continuous cleat for fascia drip edge. Secure with fasteners as close to lower edge as possible on 75 mm (3 inch) centers.

4. Where ends of gravel stops and fascias abut a vertical wall, provide a watertight, flashed and sealant filled joint.

5. Set flange in roof cement when installed over built-up roofing.

6. Edge securement for low-slope roofs: Low-slope membrane roof systems metal edge securement, except gutters, shall be designed in accordance with ANSI/SPRI/FM ES-1, except the basic wind speed shall be determined from Figure 1609, of IBC 2003.

B. Sheet metal gravel stops and fascia:

1. Install with end joints of splice plates sheets lapped three inches.

2. Hook the lower edge of fascia into a continuous edge strip.

3. Lock top section to bottom section for two-piece fascia.

3.3 HANGING GUTTERS

A. Hang gutters with high points equidistant from downspouts. Slope at not less than 1:200 (1/16 inch per foot).

B. Lap joints, except for expansion joints, at least 25 mm (one inch) in the direction of flow. Rivet and seal or solder lapped joints.

C. Support gutters in brackets spaced not more than 600 mm (24 inch) on centers, brackets

Aattached to facial or wood nailer by at least two screws or nails.

1.

2. For stainless steel gutters use stainless steel brackets.

3. For aluminum gutters use aluminum brackets or stainless steel brackets.

4. Use brass or stainless steel screws.

D. Secure brackets to gutters in such a manner as to allow free movement of gutter due to expansion and contraction.

E. Gutter Expansion Joint:

1. Locate expansion joints midway between outlet tubes.

2. Provide at least a 25 mm (one inch) expansion joint space between end baffles of gutters.

3. Install a cover plate over the space at expansion joint.

FLASHING AND SHEET METAL

07 60 00 - 10

4. Fasten cover plates to gutter section on one side of expansion joint only.

5. Secure loose end of cover plate to gutter section on other side of expansion joint by a loose-locked slip joint.

F. Outlet Tubes: Set bracket strainers loosely into gutter outlet tubes.

3.4 CONDUCTORS (DOWNSPOUTS)

A. Where scuppers discharge into downspouts install conductor head to receive discharge with back edge up behind drip edge of scupper. Fasten and seal joint. Sleeve conductors to gutter outlet tubes and fasten joint and joints between sections.

B. Set conductors plumb and clear of wall, and anchor to wall with two anchor straps, located near top and bottom of each section of conductor. Strap at top shall be fixed to downspout, intermediate straps and strap at bottom shall be slotted to allow not less than 13 mm (1/2 inch) movement for each 3000 mm (10 feet) of downspout.

C. Install elbows, offsets and shoes where shown and required. Slope not less than 45 degrees.

3.5 POST-INSTALL MEETING

A. The contractor must conduct an onsite meeting no later than 14 days after the completion of all gutter and downspout work with VA Shop Personnel.

1. Reason for Meeting: Demonstrate to VA Shop Personnel how to remove and install Leaf

Guard for purposes of gutter cleaning.

2. Contractor must take attendance of all VA Shop personnel in attendance and turn in to VA

COR.

- - - E N D - - -

ENCLOSURE AND DEADFRONT LAYOUT (TYPICAL)

ELECTRICAL DATA

GENERAL NOTES

INLET INVERT

TOP OF WET WELL

HIGH WATER ALARM

PUMP OFF

BOTTOM OF WET WELL

ELEVATIONS*

LAG PUMP ON

LEAD PUMP ON

WET WELL/VALVE BOX LAYOUT

PO BOX 3529, LAKELAND, FL 33802

PHONE: (863) 665-8500 FAX: (863) 666-3858

LISTED

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PUMP DESIGN CAPACITY

IMPELLER DIAMETER

PUMP DESIGN TDH

SECONDARY TDH

HORSEPOWER

VOLTAGE

PUMP DATA TABLE

PHASE

DISCHARGE SIZE

NOTES:

SECONDARY CAPACITY

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SS

M O

N

IT

O R

PH

AS

E

SE

Q U

EN

C

E

AN

D

M

IN

M

AX

VM

3-POINT

LATCH

ASR AR VMR

POS. 1

POS. 2

ALT

4.7TO100K OHMS

SFM1

4.7TO100K OHMS

SFM2

PSU

PS

U

C B

PDB

RESET

BREAKERS

ENCLOSURE, 304SS, NEMA 3R/12

SQ.D, QOU - SIZE AS REQUIRED

SQ.D, QOU - SIZE AS REQUIRED

SQ.D, QOU - SIZE AS REQUIRED

SQ.D, 8536 - SIZE AS REQUIRED

MANUFACTURER, PART#

UNITRON CONTROLS, VM180-300

SQ.D, 9001-SKR1BH5

SQ.D, 9001-SKS43BH13

SQ.D, 9001-SKP38-LG

SQ.D, 9001-SKP38-LR

CUSTOM EQUIP., 36X36X12-SS

RUSSELL STOLL, JRSB1044FR

FEDERAL, 350-120-30 + TR

SYRELEC, PNRU-110A

ABBR.

MS1,2

PCB1,2

SFM1,2

IL

HOA

RL

ASB

AL

ETM

AH

VM

GR

4,2

CCB

OL

ECB

QTY.

MCB

ENC

GENERATOR RECEPTACLE, 100A

ALARM SILENCE BUTTON

HAND OFF AUTO SWITCH

INDICATING LIGHT, RED

SEAL FAIL MODULE

VOLTAGE MONITOR

ALARM HORN

ALARM LIGHT

RUN LIGHT, GREEN

ELAPSED TIME METER EATON, 6-T-3H-508RPM-406

AC/DC EQUIPMENT, R40-XLS-25

BILL OF MATERIALS

EMERGENCY CIRCUIT BREAKER

CONTROL CIRCUIT BREAKER

MAIN CIRCUIT BREAKER

PUMP CIRCUIT BREAKER

MOTOR STARTER

OVERLOAD HEATER

DESCRIPTION

SQ.D, QOU115

SQ.D, SIZE AS REQUIRED

FERRAZ, ATQR-12 F1-2 FUSE, 1A 600V

1 GFICB GFI CIRCUIT BREAKER SQ.D, QOU115

P&S, 1595I1 GFI GFI RECEPTACLE, 15A

1 F FLASHER INGRAM, SSF-150W

EATON, D5PR3A3 VMR,AR,ASR CONTROL RELAY

SIZE AS REQUIRED

SIZE AS REQUIRED

SC

RC RUN CAPACITOR

START CAPACITOR

SIZE AS REQUIRED2 S START RELAY

DIVERSIFIED, ARA-120-ACA1 ALT ALTERNATING RELAY

1 SR SIMPLEX RECEPTACLE PHOENIX, 2963860

1 PLC PROGRAMMABLE LOGIC CONTROLLER SCHNEIDER ELEC., TM221CE16R

1 PLCCB PLC CIRCUIT BREAKER A-B, 1489-M1C010

1 ENET ETHERNET SWITCH (4)RJ-45 + (1)ST F/O PORT PHOENIX, SFN-4TX/FX-ST

1 UPS UNITERRUPTABLE POWER SUPPLY APC

Revisions DateRevisions Date

VA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ERNESTO CABRERA

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

RENOVATE PREVENTATIVE

MAINTENANCE SHOP AND

03/24/2025 AAJS

546-22-106

MIAMI, FL

100% DESIGN SUBMITTAL

Revisions Date

PENNONI ASSOCIATES INC.

5755 Rio Vista Dr

Clearwater, FL 33760 T 727.451.9561

Florida COA: 7819

50% DESIGN DEVELOPMENT SUBMITTAL 10/13/2023

REPLACE ALUMINUM CANOPY

RDC/JPA Project No. 23082.00

65% CONSTRUCTION DOCUMENTS SUBMITTAL 12/08/2023

100% CONSTRUCTION DOCUMENTS SUBMITTAL 01/11/2024

1. ADDENDUM #1 03/24/2025

CS - 601

SITE DETAILS

EROSION AND SEDIMENTATION CONTROL NOTES

1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTROL AND PREVENT EROSION AND THE TRANSPORTATION OF SEDIMENT TO SURFACE DRAINS AND

OUTFALLS. REFER TO CONSTRUCTION PLANS, DETAILS, SPECIFICATIONS AND APPROVED PERMITS FOR DETAILS. SEDIMENT DEPOSITS SHALL BE REMOVED

WHEN THEY REACH SIX INCHES ON AN EROSION DEVICE.

2. DURING THE CONSTRUCTION OF DRAINAGE STRUCTURES, AND OTHER STRUCTURES REQUIRING EXCAVATION, THE CONTRACTOR SHALL PLACE APPROVED BARRIERS OR OTHER APPROVED DEVICES AROUND SUCH STRUCTURES TO PREVENT EROSION AND THE MIGRATION OF SEDIMENT TO POINTS OUTSIDE THE CONSTRUCTION AREA. THE APPROVED BARRIERS OR OTHER APPROVED DEVICES SHALL BE PLACED IN ACCORDANCE WITH REQUIREMENTS OF F.D.O.T.

INDEX NO. 102, FDEP, OR AS DIRECTED BY THE ENGINEER.

3. REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN REQUIRED EROSION CONTROL WILL RESULT IN ENFORCEMENT. ALL EROSION CONTROL MEASURES, SAND, SILT, AND DEBRIS SHALL BE REMOVED FROM ALL DRAINAGE PIPES AND STRUCTURES AFTER CONSTRUCTION HAS BEEN COMPLETED AND PRIOR TO COUNTY FINAL WALK-THROUGH.

4. OUTFALL PROTECTION - PROJECT PIPE OR DITCH DISCHARGES INTO OFF-SITE OUTFALLS SHALL BE INSPECTED DAILY FOR POSSIBLE SEDIMENT BUILDUP OR TRANSPORT. OUTFALLS SHALL BE PROTECTED THROUGH USE OF EROSION CONTROL FEATURES AS NECESSARY TO CONTAIN ANY SEDIMENT LOSS TO THE IMMEDIATE AREA OF THE PROJECT. ANY SEDIMENT BUILDUP OR TRANSPORT OFF-SITE SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REMEDY. THE CONTRACTOR SHALL USE APPROPRIATE MEASURES AS DIRECTED BY THE PROJECT ENGINEER FOR OUTFALL PROTECTION.

5. APPROVED BARRIERS (OR OTHER APPROVED SEDIMENT CONTROL DEVICES): THESE SHALL BE PLACED AT THE BASE OF ANY SLOPE WHERE A RAINFALL EVENT COULD ERODE A SLOPE AND TRANSPORT SEDIMENTS OFF-SITE. APPROVED BARRIERS SHALL BE DOUBLE STAKED IN ACCORDANCE WITH F.D.O.T.

INDEX NO. 102 OR FDEP. IF EROSION DEPOSITS REACH THE TOP ELEVATION OF EXISTING APPROVED BARRIERS, THEN SEDIMENTS SHOULD BE REMOVED.

ANY DAMAGED OR INEFFECTIVE APPROVED BARRIERS ARE TO BE REPLACED WITH NEW ONES. THE LOCATION AND INSTALLATION OF APPROVED BARRIERS

SHALL BE AS DIRECTED BY THE PROJECT ENGINEER.

6. BACK OF SIDEWALK INLETS OR MEDIAN INLETS: THESE SHALL BE PROTECTED FROM SEDIMENT INTAKE UNTIL PROJECT IS COMPLETE. ELEVATION OF GROUND OUTSIDE INLET TOP SHALL NOT BE HIGHER THAN INLET TOP. APPROVED BARRIERS OR OTHER APPROVED SEDIMENT CONTROL DEVICES SHALL BE INSTALLED AROUND INLET TOP. A SECOND ROW OF APPROVED BARRIERS OR OTHER APPROVED SEDIMENT CONTROL DEVICES SHALL BE PLACED AROUND INLET APPROXIMATELY 4" OUTSIDE FIRST ROW. BETWEEN ROWS THERE SHALL BE A DEPRESSION TO ACT AS A SEDIMENT BASIN. COMPLETED INLETS IN PAVED AREAS SHALL ALSO BE PROTECTED WITH A SINGLE LINE OF APPROVED BARRIERS OR OTHER APPROVED SEDIMENT CONTROL DEVICES TO PREVENT

SEDIMENT INTAKE FROM OTHER AREAS.

7. STOCKPILED MATERIALS SHALL BE PROTECTED BY COVER, APPROVED BARRIERS OR OTHER APPROVED SEDIMENT CONTROL DEVICES.

8. ALL DISTURBED AREAS SHALL BE STABILIZED WITHIN 3 DAYS AFTER 1/2" RAIN EVENT DISTURBANCE.

9. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM THE LOCAL WATER MANAGEMENT DISTRICT OR OTHER

REGULATORY AGENCY.

10. A DEWATERING PLAN MUST BE SUBMITTED AND APPROVED BY THE ENGINEER PRIOR TO DISCHARGE.

11. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION, OR OTHER ACCEPTABLE METHODS.

12. THERE IS TO BE NO DISCHARGE (I.E. PUMPING, SHEET FLOW, SWALE, DITCH, ETC.) INTO EXISTING DITCHES OR CANALS WITHOUT THE USE OF SETTLING PONDS OR DEVICES. IF THE CONTRACTOR DESIRES TO DISCHARGE INTO EXISTING DITCHES OR CANALS A SETTLING PLAN PREPARED BY THE CONTRACTOR MUST BE SUBMITTED TO AND APPROVED BY THE ENGINEER OF RECORD AND LOCAL REGULATORY AGENCY PRIOR TO CONSTRUCTION.

13. WHERE APPLICABLE, SOIL TRACKING PREVENTION DEVICES SHALL BE PROVIDED AND MAINTAINED PER F.D.O.T. INDEX NO. 106 OR FDEP.

14. ALL EROSION CONTROL FENCES, BARRIERS, AND SILTATION DEVICES SHALL BE ERECTED PRIOR TO ANY LAND ALTERATIONS, SHALL BE MAINTAINED IN GOOD WORKING ORDER DURING CONSTRUCTION, AND REMOVED FOLLOWING SOIL STABILIZATION AND FINAL DRESSING. BUILT-UP SEDIMENT WILL BE REMOVED FROM SILT FENCES AND STAKED TURBIDITY BARRIERS WHEN IT HAS REACHED ONE THIRD THE HEIGHT OF THE FENCE/BARRIER. STOCKPILE

AREAS SHALL INCLUDE SILT FENCE AROUND THE PERIMETER.

15. THE CONTRACTOR SHALL NOT RESTRICT OR BLOCK THE EXISTING DRAINAGE FLOW OVERLAND OR WITHIN RESHAPED SWALES. FLOW WITHIN EXISTING DRAINAGE PIPES SHALL BE MAINTAINED AT ALL TIMES. STORMWATER WILL BE CONVEYED VIA EXISTING SWALES, DITCHES, OR PROPOSED DITCHES, EXISTING AND PROPOSED STORM SEWERS.

16. DURING DEWATERING OPERATIONS, THE CONTRACTOR SHALL NOT DISCHARGE DIRECTLY TO RECEIVING WATERS, EXISTING CONVEYANCES TO RECEIVING WATERS, OR WETLAND SYSTEMS. TEMPORARY SEDIMENT BASINS, TRAPS, OR SILTATION REDUCTION DEVICES SHALL BE UTILIZED TO COLLECT THE DISCHARGE FROM DEWATERING ACTIVITIES TO ELIMINATE THE POTENTIAL FOR OFF-SITE SEDIMENT TRANSPORT AND TO INSURE THAT DIRECT DISCHARGE

DOES NOT OCCUR.

17. BANKS SHALL BE PROTECTED FROM EROSION OR COLLAPSE DURING CONSTRUCTION. BANK PROTECTION MATERIAL SHALL BE CAREFULLY PLACED FROM THE BANK AND NOT DUMPED FROM ABOVE IN AN UNCONTROLLED MANNER. EROSION CONTROL FABRIC SHALL BE USED FOR EROSION PROTECTION WHERE SOD WILL NOT HOLD OR BECOME ESTABLISHED IN TIME TO PROTECT THE BANKS. UNLESS OTHERWISE SPECIFIED IN THE PLANS, UPON COMPLETION OF CONSTRUCTION, ALL BANKS AND WATERWAYS SHALL BE RESTORED TO THEIR PRE- CONSTRUCTION CONFIGURATION AND PROTECTION FROM EROSION.

6"

2"R

8"

18"

6"

1/2" EXPANSION JOINT

& PREFORMED JOINT FILLER

CONCRETE PAVEMENT

(SEE CONCRETE SECTION

DETAIL)

SILICONE JOINT SEAL

TYPE "D" CONCRETE CURBDETAIL-

N.T.S.

ASPHALT PAVEMENT RESTORATIONDETAIL-

N.T.S.

1.

UP UP UP UP

A A

B B

4.8 4.4

2.7 2.3

A.5 A.5

PIPE SHOP

STORAGE

PM SHOP

RESTROOM

PM OFFICE

108 PM SHOP

WORK AREA

PIPE SHOP

23'-0"

6'-0"

8'-0" 11'-0" 25'-0" 9'-0" 7'-9" 8'-3" 24'-0"

122'-0" to f a c e o f w a ll a t g ra d e

10.15

4'-11 7/8" 8'-0" 18'-2"11'-0 1/8" 9'-0" 8'-0" 14'-11 1/8"

22.08

Fenced Secure Storage

2.14

2.12

TYP.

2.12

TYP.

3.09

26.02

2.51

P it

Pit: 8'-0"

3.103.103.103.10

11.18

7.05 7.05 7.05

5.10

Fenced Secure Storage

5.10

5.11 5.11

7.05 7.05 7.05 7.05 7.05 7.05

AE301

AE301

AE301

AE301

S.1/AE201

W .1

/A E

S.2/AE201

E .2

/A E

W .2

/A E

N.1/AE201

W .1

/A E

E .1

/A E

2 0

C C

3"9' - 10"

7.05

7.05

7.05

7.057.05

2.12

2.12

2.12

2.12

2.132.132.13 2.132.132.132.13

A A

B B

4.8 4.4

2.7 2.3

A.5 A.5

26.03 26.03 26.03

P-3

Typical for all Structural Steel, Structural Perlins, and Steel Decking.

C C

REFLECTED CEILING PLAN LEGEND

Recessed downlight fixture

Supply Air Diffuser

Return Air Grille2' x 4' light fixture

2' x 2' acoustical tile ceiling

Gypsum board / portland cement plaster ceiling / soffit - painted

Pendant light fixture

Chain-hung light fixture

Access panel

Recessed wall-wash fixture

Surface-mounted strip light fixture

S T A

T E

OF FLO

R

I D A

R E G

IS

TERED ARC

H

IT

E C T

J A S

ON

H. RO

S S

AR101907

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

/2

/2

:4

:5

A

M

Renovate Preventative Maintenance Shop and Replace

Aluminum Canopy

01/26/2024

ARCHITECTURAL PLAN

AE101

BRJR

546-22-106

MIAMI, FL

Ernesto Cabrera

100% Design Submittal 23082.00

N Scale: 1/8" = 1'-0"1

ARCHITECTURAL PLAN

2.12 Pressure wash existing white vinyl fence around maintenance yard.

Both sides.

2.13 Pressure wash both new and existing maintenance yard asphalt and concrete, including pavement and curbs. Prepare new and existing asphalt to receive new finishes. See Finish Plan AF101 for areas to receive new finishes.

2.14 Pressure wash exterior of existing Maintenance building, including exterior walls, doors, stairs, and handrails, in preparation to receive new finishes. See Sheet Finish Plans on Sheet AF101.

2.51 Existing Air Compressor to remain

3.09 6" wide concrete retaining wall. Dow #4 rebar every 6" vertically into adjacent concrete wall. Backfill with loose aggregate and layer of soil.

Locate weeps at lower grade level every 48" O.C.

3.10 Line existing 1' deep equipment lift pit with 1/4" expansion foam, fill with concrete, and level.

5.10 10'-0" tall chainlink fence with horizontal and vertical rails 5'-0" O.C.

5.11 Full height chainlink fence gate.

7.05 Connect aluminum gutter and downspout system to Storm Drainage.

Existing drip edge to remain. See Civil Drawings

10.15 Flammable Storage Cabinet, provided by VA and installed by Contractor. Final location TBD.

11.18 New Ground Level Scissor Lift Table.

22.08 New Emergency Shower and Eye Wash. See Plumbing Drawings.

26.02 Relocate electrical junction box, as necessary, to complete concrete retaining wall. Coordinate with COR.

26.03 Ceiling-Mounted, adjustable fan. See Electrical Drawings.

PLAN NOTES

N Scale: 1/8" = 1'-0"2

REFLECTED CEILING PLAN

A. See P, M, E and FP drawings for additional information regarding final information and quantites of fixtures/devices to be installed in ceiling.

B See Structural and Architectural Section Drawings for canopy elevations

C. Existing Shop Floor Elevation 100'-0" equals Civil elevation 8.65'.

See Civil Drawings

D. See Electrical Drawings for lighting and fan specifications.

E. All Structural steel to be shop primed and field painted. Final color

TBD.

GENERAL NOTES

524 Fernwood Drive, Altamonte Springs, Florida 32701 |www.rdcjpa.com| 800.362.1523 Revisions Date

1 50% Design Development Submittal 10/13/2023

2 100% Construction Documents Submittal 01/11/2024

3 Addendum #1 03/24/2025

A

B

123456

4.8 4.4 2.7 2.3

A.5

AE301

AE301

AE301

AE301

/1

/1

130' - 11 1/4"

7.087.08

/4

/4

/4

5' - 3 3/8" 23' - 0" 25' - 0" 25' - 0" 25' - 0" 24' - 0" 3' - 8"

7.087.08

7.06

7.06

AE301

C

AE301

Sim

AE301

Sim

AE301

Sim

A A

123456 7.07

7.07

AE301

AE301

AE301

2.522.522.522.52

2.542.542.542.54

S T A

T E

OF FLO

R

I D A

R E G

IS

TERED ARC

H

IT

E C T

J A S

ON

H. RO

S S

AR101907

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

/2

/2

:4

:5

A

M

Renovate Preventative Maintenance Shop and Replace

Aluminum Canopy

01/26/2024

ROOF PLANS

AE102

BRJR

546-22-106

MIAMI, FL

Ernesto Cabrera

100% Design Submittal 23082.00

2.52 Existing membrane on concrete deck to remain.

2.54 Existing aluminum canopy to remain

7.06 5" x 7" Aluminum Gutter with leaf guard. Existing drip edge to remain. 1/4" Slope Min.

7.07 4" x 3" Aluminum Gutter with leaf guard. Existing drip edge to remain.1/4" Slope min.

7.08 TPO single-ply roof membrane fully adhered to Cement Roof Board. Mechanically fasten Cement Roof Board to 1.5" deep structural decking. Add through and through mechanical fasteners near canopy edges, as required by roofing manufacturer.

PLAN NOTES

N Scale: 1/8" = 1'-0"1

ROOF PLAN - CANOPY

N Scale: 1/8" = 1'-0"2

ROOF PLAN - BUILDING 40

524 Fernwood Drive, Altamonte Springs, Florida 32701 |www.rdcjpa.com| 800.362.1523

Revisions Date

1 50% Design Development Submittal 10/13/2023

2 100% Construction Documents Submittal 01/11/2024

Maint. Shop Floor 100' - 0"

Maint. Shop Ceiling 109' - 0"

123456

Top of Concrete 101' - 4 1/4"

4.8 4.4 2.7 2.3

/2

3' - 8"24' - 0"8' - 3"7' - 9"9' - 0"25' - 0"11' - 0"8' - 0"6' - 0"23' - 0"5' - 3 3/8"

32.037.053.05 7.05 3.053.05 3.053.05 7.05 3.05

7.05

3.05 7.05

3.05

7.05

2.12

Maint. Shop Floor 100' - 0"

Maint. Shop Ceiling 109' - 0"

A B

Top of Concrete 101' - 4 1/4"

A.5

2.142.142.142.14

2.122.12

7.07

AE301

Sim

AE301

Sim

/4

3.0532.033.053.05

5.17

1 5/16" / 12"

1 5/16" / 12"

P-1

Maint. Shop Floor 100' - 0"

Maint. Shop Ceiling 109' - 0"

123456

Top of Concrete 101' - 4 1/4"

4.8 4.4 2.7 2.3

3' - 8"24' - 0"8' - 3"7' - 9"9' - 0"25' - 0"11' - 0"8' - 0"6' - 0"23' - 0"5' - 3 3/8"

7.08

7.06

7.05

3.05

5.01

5.01

EQ EQ EQEQ EQ EQ

5.01 32.0432.04

TYP.

U.N.O.

5.01 5.01

E Q

E

Q

E Q

EQ EQ EQ

7.05 3.053.05 3.053.05 7.05 3.05

7.05

3.05 7.05

3.05

7.05 5.01

Maint. Shop Floor 100' - 0"

Maint. Shop Ceiling 109' - 0"

AB

Top of Concrete 101' - 4 1/4"

A.5

P-2

2.142.142.142.14 2.542.54

1 5/16" / 12"

1 5/16" / 12"

AE301

Sim

/4

32.05

32.05

32.03

2.12

7.05

3.05

TYP.

AE301

Sim

Maint. Shop Floor 100' - 0"

Maint. Shop Ceiling 109' - 0"

AB

Top of Concrete 101' - 4 1/4"

A.5

P-2

2.142.142.142.14 2.542.54

1 5/16" / 12"

1 5/16" / 12"

AE301

Sim

/4

3.05

TYP.

AE301

Sim

5.01

E Q

E Q

E Q

32.04

TYP.

U.N.O.

8' - 3" 8' - 3" 8' - 3" 8' - 3"

5.17

Maint. Shop Floor 100' - 0"

Maint. Shop Ceiling 109' - 0"

A B

Top of Concrete 101' - 4 1/4"

A.5

2.142.142.142.14

7.07

AE301

Sim

AE301

Sim

/4

3.053.053.05

5.17

1 5/16" / 12"

1 5/16" / 12"

E Q

E Q

E Q

8' - 3" 8' - 3"

5.01

32.04

TYP.

U.N.O.

P-1

Maint. Shop Floor 100' - 0"

Maint. Shop Ceiling 109' - 0"

1 2 3 4 5 6

Top of Concrete 101' - 4 1/4"

A L

IG

N

7.08

7.06

5.26

7.07

2.142.142.142.14

2.532.54

2.53

2.12

P-1

S T A

T E

OF FLO

R

I D A

R E G

IS

TERED ARC

H

IT

E C T

J A S

ON

H. RO

S S

AR101907

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

/2

/2

:4

:5

A

M

Renovate Preventative Maintenance Shop and Replace

Aluminum Canopy

01/26/2024

EXTERIOR ELEVATIONS

AE201

BRJR

546-22-106

MIAMI, FL

Ernesto Cabrera

100% Design Submittal 23082.00

2.12 Pressure wash existing white vinyl fence around maintenance yard. Both sides.

2.14 Pressure wash exterior of existing Maintenance building, including exterior walls, doors, stairs, and handrails, in preparation to receive new finishes. See Sheet Finish Plans on Sheet AF101.

2.53 Existing Metal Panel on Structural Steel canopy to remain.

2.54 Existing aluminum canopy to remain

3.05 Concrete column. See Structural Drawings.

5.01 Structural steel frame. See Structural Drawings.

5.17 3,000 lb equipment lift and rail.

5.26 Polyvinylidene Flouride coated break metal Fascia with 1" drip edge.

7.05 Connect aluminum gutter and downspout system to Storm

Drainage. Existing drip edge to remain. See Civil Drawings

7.06 5" x 7" Aluminum Gutter with leaf guard. Existing drip edge to remain. 1/4" Slope Min.

7.07 4" x 3" Aluminum Gutter with leaf guard. Existing drip edge to remain.1/4" Slope min.

7.08 TPO single-ply roof membrane fully adhered to Cement Roof Board. Mechanically fasten Cement Roof Board to 1.5" deep structural decking. Add through and through mechanical fasteners near canopy edges, as required by roofing manufacturer.

32.03 5" x 2" Aluminum Vertical Tube Equipment Screen. See Exterior Elevations for layout. Install to Manufacturer's Specificaitons.

32.04 Horizontal steel framing, by Louver Manufacturer.

32.05 2" from T.O. Tube Screen to B.O. Beam.

ELEVATION NOTES

Scale: 1/8" = 1'-0"S.1

SOUTH ELEVATION

Scale: 1/8" = 1'-0"W.1

WEST ELEVATION

Scale: 1/8" = 1'-0"S.2

SOUTH ELEVATION - EQUIPMENT SCREEN HIDDEN

Scale: 1/8" = 1'-0"E.1

EAST ELEVATION

Scale: 1/8" = 1'-0"E.2

EAST ELEVATION - EQUIPMENT SCREEN HIDDEN

Scale: 1/8" = 1'-0"W.2

WEST ELEVATION - EQUIPMENT SCREEN HIDDEN

Scale: 1/8" = 1'-0"N.1

NORTH ELEVATION

LOWER CANOPY NOT SHOWN FOR CLARITYLOWER CANOPY NOT SHOWN FOR CLARITY

524 Fernwood Drive, Altamonte Springs, Florida 32701 |www.rdcjpa.com| 800.362.1523 Revisions Date

1 50% Design Development Submittal 10/13/2023

Maint. Shop Floor 100' - 0"

Maint. Shop Ceiling 109' - 0"

AB

Top of Concrete 101' - 4 1/4"

A.5

' - 0 " m in

. AE301

Sim

AE301

Sim

111'-0 1/2"

114'-3 1/2"

113'-4 3/8"1 5/16" / 12"

1 5/16" / 12"

Maint. Shop Floor 100' - 0"

Maint. Shop Ceiling 109' - 0"

AB

Top of Concrete 101' - 4 1/4"

A.5

AE301

AE301

5.105.105.105.10

22.07 11.18 3.10

2.022.022.022.02

26.0126.01 26.0126.035.17

C

1 5/16" / 12"

1 5/16" / 12"

2" / 12"

AE301

Sim

B

AE301

8 2' - 0"

2.12

7.05

3.05

7.08

5.18

TYP.

U.N.O.

7.08

5.01

7.06

5.19

5.01

7.05

AE301

Main Canopy

Lower Canopy

Maint. Shop Floor 100' - 0"

Maint. Shop Ceiling 109' - 0"

A

Top of Concrete 101' - 4 1/4"

AE301

3.103.10

11.18

5.01

3.05

2.14

7.07

7.05

5.01

5.18

7.087.08

Typ.

7.06

2.52

2.09 2.14

5.18

5.20

7.53

7.08 7.257.08

7.06

7.24

7.25 7.087.08

5.19

5.01

5.26

7.05

5.01

5.275.275.27

7.07

7.04

' - 0

" M i n

5.19

B

7.06

7.05

7.087.08

5.18

5.19

5.01

7.24

7.25

7.25

5.20

5.01

7.04

Maint. Shop Ceiling 109' - 0"

B

5.01

5.01

5.19

6"

7.25

7.04

7.24

7.06

5.20

7.25

7.087.08

7.057.05

S T A

T E

OF FLO

R

I D A

R E G

IS

TERED ARC

H

IT

E C T

J A S

ON

H. RO

S S

AR101907

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

/2

/2

:4

:5

A

M

Renovate Preventative Maintenance Shop and Replace

Aluminum Canopy

01/26/2024

SECTIONS AND DETAILS

AE301

BRJR

546-22-106

MIAMI, FL

Ernesto Cabrera

100% Design Submittal 23082.00

2.02 Existing structure to remain.

2.09 Patch all Bldg. 40 holes created by existing canopy with concrete and prepar building Bldg. 40 exterior to receive new paint finish.

2.12 Pressure wash existing white vinyl fence around maintenance yard. Both sides.

2.14 Pressure wash exterior of existing Maintenance building, including exterior walls, doors, stairs, and handrails, in preparation to receive new finishes. See Sheet Finish Plans on Sheet AF101.

2.52 Existing membrane on concrete deck to remain.

3.05 Concrete column. See Structural Drawings.

3.10 Line existing 1' deep equipment lift pit with 1/4" expansion foam, fill with concrete, and level.

5.01 Structural steel frame. See Structural Drawings.

5.10 10'-0" tall chainlink fence with horizontal and vertical rails 5'-0" O.C.

5.17 3,000 lb equipment lift and rail.

5.18 ZEE Purlin. See Structural Drawings.

5.19 Structural Steel C-Channel. See Structural Drawings

5.20 Steel angle. See Structural Drawings.

5.26 Polyvinylidene Flouride coated break metal Fascia with 1" drip edge.

5.27 Fasten Fascia to steel angles and CEE purlins through pre-drilled holes with galvanized nut and bolts and rubber washer and gaskets.

7.04 Turn TPO down face of Steel Angle and terminate to Manufacture's recommendation.

7.05 Connect aluminum gutter and downspout system to Storm Drainage. Existing drip edge to remain. See Civil Drawings

7.06 5" x 7" Aluminum Gutter with leaf guard. Existing drip edge to remain. 1/4" Slope Min.

7.07 4" x 3" Aluminum Gutter with leaf guard. Existing drip edge to remain.1/4" Slope min.

7.08 TPO single-ply roof membrane fully adhered to Cement Roof Board. Mechanically fasten Cement Roof Board to 1.5" deep structural decking. Add through and through mechanical fasteners near canopy edges, as required by roofing manufacturer.

7.24 Fasten prefinished metal drip edge and cleat to Steel Angle with aluminum nails, rubber washers, and rubber grommets.

7.25 TPO Cover Tape. Min. width = 6"

7.53 Prefinished metal gravel stop.

11.18 New Ground Level Scissor Lift Table.

22.07 New stainless steel utility sink. See Plumbing drawings

26.01 Light fixture. See Electrical Drawings.

26.03 Ceiling-Mounted, adjustable fan. See Electrical Drawings.

SECTION NOTES

Scale: 1/4" = 1'-0"2

BUILDING SECTION

Scale: 1/4" = 1'-0"1

BUILDING SECTION

524 Fernwood Drive, Altamonte Springs, Florida 32701 |www.rdcjpa.com| 800.362.1523

Scale: 3/4" = 1'-0"4

WALL SECTION

Scale: 3/4" = 1'-0"3

WALL SECTION

Scale: 1 1/2" = 1'-0"5

SECTION - DETAIL

Scale: 1 1/2" = 1'-0"7

SECTION - DETAIL

Scale: 1 1/2" = 1'-0"8

SECTION - DETAIL

Scale: 1 1/2" = 1'-0"6

SECTION - DETAIL

Revisions Date

1 50% Design Development Submittal 10/13/2023

P-1

P-2

P-2

P-2

P-2

PIPE SHOP

STORAGE

PM SHOP

RESTROOM

PM OFFICE

PM SHOP

WORK AREA

PIPE SHOP

P-4 P-4

P-1 Use: Epoxy Floor Paint with Sand Grit Medium.

Manufacturer: TBD Color: TBD

P-2 Exterior Building Paint Manufacturer: TBD Color: TBD

P-3 Structural Steel Manufacturer: TBD Color: TBD

P-4 Door and Railings Manufacturer: TBD Color: TBD

S T A

T E

OF FLO

R

I D A

R E G

IS

TERED ARC

H

IT

E C T

J A S

ON

H. RO

S S

AR101907

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

/2

/2

:4

:5

A

M

Renovate Preventative Maintenance Shop and Replace

Aluminum Canopy

01/26/2024

FINISH PLAN

AF101

BRJR

546-22-106

MIAMI, FL

Ernesto Cabrera

100% Design Submittal 23082.00

N Scale: 1/8" = 1'-0"1

FINISH PLAN

FINISH MATERIAL SCHEDULE

A. All Structural Steel to be Primar painted in shop and final painted in field. All Structural Steel to be painted P-3.

B. All Doors and Railings to be painted P-4

GENERAL FINISH PLAN NOTES

524 Fernwood Drive, Altamonte Springs, Florida 32701 |www.rdcjpa.com| 800.362.1523

P-4

Revisions Date

1 50% Design Development Submittal 10/13/2023

PLAN INDEX

NUMBER NAME CURR. REVITION

S-001 GENERAL NOTES 1

S-002 WIND TABLES & SCHEDULE 1

SB101 FOUNDATION PLAN 1

SF101 ROOF FRAMING PLAN 1

SJ101 DETAILS 1

SJ102 DETAILS 1

STRUCTURAL GENERAL NOTES

MISCELLANEOUS

1. THESE ABBREVIATED DRAWING ARE WRITTEN TO MATCH THE BOOK

SPECIFICATIONS. IF THERE ARE ANY ITEMS THAT DO NOT CORRESPOND EXACTLY

AS WRITTEN, THE MORE STRINGENT WILL TAKE PRECEDENCE.

2. THE STRUCTURAL SYSTEM IS UNSTABLE UNTIL ALL CONNECTIONS HAVE BEEN

MADE AND ALL CONCRETE HAS REACHED ITS MINIMUM DESIGN STRENGTH, AS

SHOWN IN THE STRUCTURAL DOCUMENTS.

3. CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION TO

ENSURE THE SAFETY OF THE BUILDING UNTIL STRUCTURAL SYSTEM IS COMPLETED.

THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY

BRACING, SHORING, GUYS OR TIE_DOWNS THAT MAY BE NECESSARY. SUCH

MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE

CONTRACTOR AFTER COMPLETION OF THE PROJECT.

4. CONTRACTOR TO SUPPORT, BRACE AND SECURE EXISTING STRUCTURE AS

REQUIRED. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFETY OF THE

BUILDING DURING CONSTRUCTION.

5. APPLICABLE BUILDING CODE: 8TH EDITION (2023) FLORIDA BUILDING CODE.

6. GRAVITY DESIGN LOADS:

SUPERIMPOSED

AREA LIVE…