WILDERARCHITECTURE, INC. ADDENDUM ONE (01) Hillsborough ... · 2/17/2017 · A. Add Paragraph 2.2,...

WILDERARCHITECTURE, INC. ADDENDUM ONE (01)

1315 East Seventh Avenue | Suite 106 Tampa, Florida 33605

(813) 242-6677 wilderarchitecture.com

AA26000655

PROJECT Hillsborough County Sheriff’s Office Firing Range and Workout Gym Pinebrooke Business Park PROJECT NUMBER 1626/ 05-07 ADDENUM NO. One (01) ADDENUM DATE 02/15/17 The following items hereby become a part of the Contract Documents for the above referenced project. IN SPECIFICATIONS

1. Specification Section: 04 2000 - CONCRETE UNIT MASONRY

A. Add Paragraph 2.2, B, 3, a. as follows: “Split face units shall match the existing building texture and color. Provide samples for selection to Architect prior to order.”

2. Specification Section: 08 5659 – SERVICE WINDOW UNITS

B. Add the specification section in its entirty dated 2/15/2107 to the Project Manaual.

3. Specification Section: 31 3116 - TERMITE CONTROL

A. Add the specification section in its entirty dated 2/15/2107 to the Project Manaual. ON THE DRAWINGS

4. Sheet No. A1.2 – FLOOR PLAN FIRING RANGE

A. Revise location of mop sink and water heater in Janitor’s Closet #610.

B. Revise the Mechaincal Yard dimensions and construction.

C. Revise Plan to locate the air compressor.

D. Partition Type P-14 added to Plan.

E. Provide pocket in Training Room APC for overhead door clearance.

F. Revise Plan to indicate signage locations.

5. Sheet No. A1.3 – FLOOR PLAN FIRING RANGE

A. Storage Room 708 and Electrical Room 709 locations have been revised.

B. Revise Specific Notes to include the following “ 7. PROVIDE WOOD BLOCKING @ 9'-0" AFF FOR OWNER PROVIDED AND INSTALLED FAN.”

C. Revise Plan to include locations for fan blocking.

D. Provide pocket in Boxing Training Room APC for overhead door clearance.

E. Provide double door between Weight Room and Boxing Training Room.

F. Revise Plan to indicate signage locations.




AA26000655

6. Sheet No. A1.4 – DEMOLITION PLAN

A. Add Sheet A1.4, dated 2/15/17 to the Drawings.

7. Sheet No. A2.1 – ENLARGED TOILET ROOM PLANS AND ELEVATIONS

A. Detail F1 – Clarify Note #7.

B. Detail H1 – Clarify Note #7.

C. Relocate Mop Sink and mop holder.

8. Sheet No. A4.1 – BUILDING SECTION

A. Modify mechanical Yard Enclosure.

9. Sheet No. A4.3 – PARTITION TYPES

A. Revise sheet to include Partition Type P14.

10. Sheet No. A7.1 – FINISH SCHEDULE AND DOOR TYPES

A. Revise Finish Schedule Abbreviations to include CPT – Carpet Tile

B. Revise Door Schedule Remarks to include Notes 10 & 11.

C. Revise information for the following doors: 600A, 608, 700A, 700B, 700C & 707C.

D. Add door 600 at Mechanical Yard.

E. Revise sheet to include Door Types D05 & D06.

F. Revise glazing type for window W07.

G. Revise material type for window W07.

H. Revise sheet to include door types D05 & D06.

11. Sheet No. A8.1 – CASEWORK ELEVATIONS

A. Revise Casework C04, Detail J1/A8.1

12. Sheet No. A8.2 – CASEWORK SECTIONS

A. Detail H1 – Revise Casework Height.

B. Detail H4 – Revise Detail Number.

C. Revise Sheet to include Detail H11.

13. Sheet No. S2.1 – SECTIONS & DETAILS FIRING RANGE

14. Revise Mechanical enclosure as shown in the revised sheet.


A. Refer to details 2 and 4. Where used to describe the construction at Room 605 Armory the top of bond beam shall be 12’-0”. Reduce heigh of wall, knock out courses, and vertical reinforcement to correspond with the reduced height of the CMU walls of this room.




AA26000655


A. Revise Mechanical enclosure as shown in the revised sheet.

B. Revise sheet to include Details 4 & 4A – Southwest Corner of Gym Building – Gap Stabilization Detail.

17. Sheet No. P0.1 - PLUMBING GENERAL NOTES, LEGEND, AND SCHEDULES, replace sheet dated 1/16/17 with the Addendum One sheet dated 2/15/17.

18. Sheet No. P0.2 – PLUMBING DETAILS. Add sheet P0.2, dated 2/15/17.

19. Sheet No. P1.1 – PLUMBING PLANS, replace sheet dated 1/16/17 with the Addendum One sheet dated 2/15/17.

20. Sheet No. P2.1 – SANITARY AND DOMESTIC WATER ISOMETRICS, replace sheet dated 1/16/17 with the Addendum One sheet dated 2/15/17.

21. Sheet No. M1.1 – HVAC PLAN, replace sheet dated 1/16/17 with the Addendum One sheet dated 2/15/17.

22. Sheet No. M2.1 – HVAC SCHEDULES AND DETAILS, replace sheet dated 1/16/17 with the Addendum One sheet dated 2/15/17.

23. Sheet No. E0.1 - ELECTRICAL LEGEND AND GENERAL NOTES, replace sheet dated 1/16/17 with the Addendum One sheet dated 2/15/17.

24. Sheet No. E1.1 - LIGHTING PLANS - FIRING RANGE/GYM, replace sheet dated 1/16/17 with the Addendum One sheet dated 2/15/17.

25. Sheet No. E2.1 - POWER & DATA PLANS - FIRING RANGE/GYM, replace sheet dated 1/16/17 with the Addendum One sheet dated 2/15/17.

26. Sheet No. E3.1 - FIRE ALARM & SYSTEMS PLANS - FIRING RANGE/GYM, replace sheet dated 1/16/17 with the Addendum One sheet dated 2/15/17.

27. Sheet No. E4.1 - ELECTRICAL RISER DIAGRAMS, replace sheet dated 1/16/17 with the Addendum One sheet dated 2/15/17.

28. Sheet No. E5.1 - ELECTRICAL SCHEDULES - FIRING RANGE, replace sheet dated 1/16/17 with the Addendum One sheet dated 2/15/17.

29. Sheet No. E5.2 - ELECTRICAL SCHEDULES – GYM AND RISER DIAGRAM, replace sheet dated

1/16/17 with the Addendum One sheet dated 2/15/17. END OF ADDENDUM NO. ONE (01) / 1626-ADD-2017 02 15-HCSO Range & Gym Addendum 01.docx




AA26000655

ATTACHMENTS

Specification Section 08 5659 – SERVICE WINDOW UNITS, dated 2/15/2017

Specification Section 31 3116 - TERMITE CONTROL, dated 2/15/2017

Drawings:

A1.2, A1.3, A1.4, A2.1, A4.1, A4.3, A7.1, A8.1, and A8.2 dated 2/15/2017

S2.1 and S3.4, dated 2/15/2017

P0.1, P0.2, P1.1, and P2.1, dated 2/15/2017

M1.1 and M2.1, dated 2/15/2017

E0.1, E1.1, E2.1, E3.1, E4.1, E5.1, and E5.2, dated 2/15/2017

HILLSBOROUGH COUNTY SHERIFF'S OFFICEFIRING RANGE AND WORKOUT GYM

FEBRUARY 15, 2017 ADDENDUM 01

PINEBROOKE BUSINESS PARK

SERVICE WINDOW UNITS 08 5659-1

SECTION 08 5659 - SERVICE WINDOW UNITS

PART 1 GENERAL1.1 SECTION INCLUDES

A. Service window units.B. Accessories.

1.2 RELATED REQUIREMENTSA. Section 07 9200 - Joint Sealants: Sealing joints between frames and adjacent construction.

1.3 REFERENCE STANDARDSA. AAMA 611 - Voluntary Specification for Anodized Architectural Aluminum.B. AAMA 2603 - Voluntary Specification, Performance Requirements and Test Procedures for Pigmented

Organic Coatings on Aluminum Extrusions and Panels (with Coil Coating Appendix).C. ASTM A123/A123M - Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel

Products.D. ASTM B221 - Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire,

Profiles, and Tubes.E. ASTM B221M - Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire,

Profiles, and Tubes [Metric].

1.4 ADMINISTRATIVE REQUIREMENTSA. Coordinate work with adjacent materials specified in other sections and as indicated on drawings and

approved shop drawings.B. Preinstallation Meeting: Prior to start of installation arrange a meeting on site to familiarize installer and

installers of related work with requirements relating to this work.

1.5 SUBMITTALSA. See Section 01 3000 - Administrative Requirements, for submittal procedures.B. Product Data: Submit manufacturer's product data for specified products indicating materials, operation,

glazing, finishes, and installation instructions.C. Shop Drawings: Indicate configuration, sizes, rough-in, mounting, anchors and fasteners, and installation

clearances.D. Samples for Selection of Finishes:

1. Applied Finishes: Color charts for factory finishes.E. Manufacturer Qualification Statement.F. Installer Qualification Statement.G. Warranty: Submit manufacturer warranty and ensure that forms have been completed in Hillsborough

County Sheriff's Office's name and registered with manufacturer.

1.6 QUALITY ASSURANCEA. Manufacturer Qualifications: Company specializing in manufacturing products specified in this section with

at least ten years documented experience, and with ability to provide test reports showing that theirstandard manufactured products meet the specified requirements.

1.7 DELIVERY, STORAGE, AND HANDLINGA. Deliver units in manufacturer's original packaging and unopened containers with identification labels intact.B. Store units in area protected from exposure to weather and vandalism.

1.8 WARRANTYA. See Section 01 7800 - Closeout Submittals, for additional warranty requirements.B. Provide manufacturer's warranty agreeing to repair or replace units and their components that fail in

materials or workmanship within two years from Date of Substantial Completion.

PART 2 PRODUCTS2.1 SERVICE AND TELLER WINDOW UNITS

A. Pass-Through Window:1. Location: Interior.2. Window: Single horizontal sliding.

a. Operation: Manual, self-closing.b. Mounting: Flush with the wall surface.c. Size: As indicated on drawings.d. Material: Aluminum.

HILLSBOROUGH COUNTY SHERIFF'S OFFICEFIRING RANGE AND WORKOUT GYM

FEBRUARY 15, 2017 ADDENDUM 01

PINEBROOKE BUSINESS PARK

SERVICE WINDOW UNITS 08 5659-2

e. Finish Color: As selected from manufacturer's standard colors.f. Sidelights: Size as indicated on drawings..

3. Glazing: 1/4", clear.a. Tempered safety glazing.

4. Communication: Standard talk-through portal.B. Manufacturer's:

1. Interbank Equipment; interbank-equipment.com2. C.R. Laurence Co. Inc.;crlaurance.com3. Substitutions: See Section 01 6000 - Product Requirements.

2.2 COMPONENTSA. Windows: Factory-fabricated, -finished, and -glazed, extruded aluminum frame and glazing stops; complete

with hardware and anchors.1. Provide window units that are re-glazable from the secure side without dismantling the non-secure side

of framing.2. Rigidly fit and secure joints and corners with internal reinforcement. Make joints and connections flush,

hairline, and weatherproof. Fully weld corners.3. Apply factory finish to all exposed surfaces.4. Self-Closing Operation: Manual open and self-closing with auto-locking handles and magnetic

hold-open device.

2.3 MATERIALSA. Aluminum Extrusions: Minimum 1/8 inch thick frame and sash material complying with ASTM B221 and

ASTM B221M.

2.4 FINISHESA. Pigmented Organic Coating System: AAMA 2603; polyester or acrylic baked enamel finish.B. Color: To be selected by Wilder Architecture, Inc. from manufacturer's standard range.

2.5 ACCESSORIESA. Hardware and Security Devices for Sliding Windows:

1. Auto-Lock Handle: Stainless steel auto-locking handle on all self-closing sliders to prevent intrusion.

PART 3 EXECUTION3.1 EXAMINATION

A. Verify that window openings are ready for installation of windows.B. Verify that correct embedded anchors are in place and in proper location; repair or replace anchors as

required to achieve satisfactory installation.C. Notify Wilder Architecture, Inc. if conditions are not suitable for installation of units; do not proceed until

conditions are satisfactory.

3.2 INSTALLATIONA. Install in accordance with manufacturer's instructions.B. Install units in correct orientation (inside/outside or secure/non-secure).C. Anchor units securely in manner so as to achieve performance specified.

3.3 ADJUSTINGA. Adjust operating components for smooth operation while also maintaining a secure, weather-tight enclosure

and a tight fit at the contact points; lubricate operating hardware.

3.4 CLEANINGA. Remove protective material from factory finished surfaces.B. Clean exposed surfaces promptly after installation without damaging finishes.

3.5 PROTECTIONA. Provide temporary protection to ensure that service and teller windows are without damage upon Date of

Substantial Completion.

END OF SECTION

http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20B221M




























HILLSBOROUGH COUNTY SHERIFF'S OFFICE FEBRUARY 15, 2017FIRING RANGE AND WORKOUT GYM ADDENDUM 01PINEBROOKE BUSINESS PARK

TERMITE CONTROL 31 3116-1

SECTION 31 3116 - TERMITE CONTROL

PART 1 - GENERAL1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions andDivision 1 Specification Sections, apply to this Section.

1.2 SUMMARYA. This Section includes the following for termite control:

1. Soil treatment.

1.3 DEFINITIONSA. EPA: Environmental Protection Agency.B. PCO: Pest control operator.

1.4 SUBMITTALSA. Product Data: Treatments and application instructions, including EPA-Registered Label.B. Product Certificates: Signed by manufacturers of termite control products certifying that treatments

furnished comply with requirements.C. Warranties: Special warranties specified in this Section.

1.5 QUALITY ASSURANCEA. Regulatory Requirements: Formulate and apply termiticides, and label with a Federal registration number,

to comply with EPA regulations and authorities having jurisdiction.B. Applicator of termite treatment shall contract directly with the GC or CM, not with a subcontractor.

1.6 PROJECT CONDITIONSA. Environmental Limitations: To ensure penetration, do not treat soil that is water saturated or frozen. Do not

treat soil while precipitation is occurring. Comply with EPA-Registered Label requirements andrequirements of authorities having jurisdiction.

B. Prior to each application, applicators must notify the construction superintendent of similar responsibleparty of the intended temiticide application and sites of application and instruct the responsible person tonotify workers and other individuals on site to leave the area to be treated during application until thetermiticide is absorbed into the soil

1.7 COORDINATIONA. Coordinate soil treatment application with excavating, filling, and grading and concreting operations. Treat

soil under footings, grade beams, and ground-supported slabs, before construction.

1.8 WARRANTYA. General Warranty: Special warranty specified in this Article shall not deprive Owner of other rights Owner

may have under other provisions of the Contract Documents and shall be in addition to, and run concurrentwith, other warranties made by Contractor under requirements of the Contract Documents.

B. Special Warranty: Written warranty, signed by applicator and Contractor certifying that termite control work,consisting of applied soil termiticide treatment, will prevent infestation of subterranean termites. Ifsubterranean termite activity or damage is discovered during warranty period, re-treat soil and repair orreplace damage caused by termite infestation.

C. Identification: the Warranty shall identify the chemical used and the building number(s) to which it wasapplied.

D. Warranty Period: Five years from date of Substantial Completion.

PART 2 - PRODUCTS2.1 SOIL TREATMENT

A. Termiticide: Provide one of the following non-repellant chemicals:1. Imidacloprid (such as Premise 75), diluted to the strongest allowable concentration according to the

manufacturer's written instructions.2. Fipronil (such as Termidor 80 WG), diluted to the strongest allowable concentration according to the

manufacturer's written instructions.

HILLSBOROUGH COUNTY SHERIFF'S OFFICE JANUARY 16, 2017FIRING RANGE AND WORKOUT GYM PERMIT SETPINEBROOKE BUSINESS PARK


PART 3 - EXECUTION3.1 EXAMINATION

A. Examine substrates, areas, and conditions, with Applicator present, for compliance with requirements formoisture content of the soil, interfaces with earthwork, slab and foundation work, landscaping, and otherconditions affecting performance of termite control. Proceed with application only after unsatisfactoryconditions have been corrected.1. Do not treat soil that is too moist or if there is standing water.

B. Product is to be delivered to the site in its original labeled containers.

3.2 PREPARATIONA. General: Comply with the most stringent requirements of authorities having jurisdiction and with

manufacturer's written instructions for preparing substrate. Remove all extraneous sources of woodcellulose and other edible materials such as wood debris, tree stumps and roots, stakes, formwork, andconstruction waste wood from soil and around foundations.

B. Soil Treatment Preparation: Remove foreign matter and impermeable soil materials that could decreasetreatment effectiveness on areas to be treated. Loosen, rake, and level soil to be treated, except previouslycompacted areas under slabs and footings. Termiticides may be applied before placing compacted fillunder slabs if recommended by termiticide manufacturer.

C. Fit filling hose connected to water source at the site with a backflow preventer, complying with requirementsof authorities having jurisdiction.

D. Prior to each application, applicator shall notify the Contractor of the intended termiticide application andintended sites of application and instruct the Contractor to notify workers and other individuals on site toleave the area to be treated during application and until the termiticide is absorbed into the soil.

E. Subcontractor shall mix the chemical on site from original, unopened, labeled containers. ConstructionManager is responsible for enforcing this requirement and verifying dilution rates.

F. Notify the School Board Inspections Department 48 hours prior to applying the chemical. Owner willobserve application.

3.3 APPLICATION, GENERALA. General: Comply with the most stringent requirements of authorities having jurisdiction and with

manufacturer's EPA-Registered Label for products.B. Scope: Protect against subterranean termites for all new construction and whenever the soil under existing

construction is disturbed.

3.4 APPLYING SOIL TREATMENTA. Application: Mix soil treatment termiticide solution to a uniform consistency. Provide quantity required for

application at the label volume and rate for the maximum specified concentration of termiticide, according tomanufacturer's EPA-Registered Label, to the following so that a continuous horizontal and verticaltermiticidal barrier or treated zone is established around and under building construction. Distribute thetreatment evenly.1. Slabs-on-Grade: Under ground-supported slab construction, including footings, building slabs, and

attached slabs as an overall treatment. Treat soil materials before concrete footings and slabs areplaced.

2. Foundations: Adjacent soil including soil along entire inside perimeter of foundation walls, along bothsides of interior partition walls, around plumbing pipes and electric conduit penetrating slab, and aroundinterior column footers, piers, and chimney bases; and along entire outside perimeter, from grade tobottom of footing. Avoid soil washout around footings.a. When treating foundations deeper than 4 feet, apply the termiticide as the backfill is being replaced,

or failing this, treat the foundation to a minimum depth of 4 feet after the backfill has been installedby trenching and rodding into the trench or trench along the foundation walls and around pillars andother foundation elements at the rate prescribed from grade to a minimum depth of 4 feet.

b. When the top of the footing is exposed, treat the soil adjacent to the footing to the bottom of thefooting. Do not treat below the footings.

3. Masonry: Treat CMU cells in stem walls to the top of the footing. Apply at the stongest allowableconcentration and rate according to manufacturer's instructions. Apply so that the emulsion will reachthe top of the footing.

4. Penetrations: At expansion joints, control joints, and areas where slabs will be penetrated.B. Horizontal Barriers: Create a horizontal barrier whenever treated soil will be covered, such as footing

trenches, slabs, and the soil beneath stairs, crawlspaces and sidewalks adjacent to the building.

HILLSBOROUGH COUNTY SHERIFF'S OFFICE JANUARY 16, 2017FIRING RANGE AND WORKOUT GYM PERMIT SETPINEBROOKE BUSINESS PARK


1. Apply at the stongest allowable concentration and rate according to manufacturer's instructions If the fillis washed gravel or other coarse material, apply a sufficient amount of dilution to reach the soilsubstrate beneath the coarse fill.

2. Applications shall be made per manufacturer's instructions. If slab will not be placed the same day astreatment, cover treated soil with a waterproof barrier such as polyethylene sheeting. If the slab is notplaced within 24 hours of treatment, re-treat the area.

C. Vertical Barriers: Create vertical barriers around the base of foundations, plumbing, utility entrances,back-filled soil against foundation walls and other critical areas.1. Apply 4 gallons of dilution per 10 linear feet per foot of depth to ensure complete coverage.2. When trenching and rodding into the trench, or trenching, ensure that the emulsion reaches the top of

the footing. Space rod holes to achieve a continuous termiticidel barrier, but in no case more than 12inches apart.

3. Avoid soil washouts around the footings.4. Trenches need not be wider than 6 inches. Emulsion shall be mixed with the soil as it is being replaced

in the trench.5. For a monolithic slab, an inside vertical barrier may not be required.6. Treat CMU stem walls at a rate of 2 gallons of emulsion per 10 linear feet so that the emulsion will reach

the top of the footing.D. Avoid disturbance of treated soil after application. Keep off treated areas until completely dry.E. Protect termiticide solution, dispersed in treated soils and fills, from being diluted until ground-supported

slabs are installed. Use waterproof barrier according to EPA-Registered Label instructions.F. Post warning signs in areas of application.G. Reapply soil treatment solution to areas disturbed by subsequent excavation, grading, landscaping, or other

construction activities following application or if not covered within 24 hours.H. Do not apply soil treatment if the ground conditions in the area to be treated are too moist or if standing

water is present.

END OF SECTION

X

X

X

X

X

ARMORY

605CTRL RM

604

FIRING RNG

603

OFFICE

607

CLEANING RM

612

WOMEN

609

TRAINING

614

CORR

613

15'-8" (V.I.F.)27'-4" (V.I.F.)

16'-1

7

16

" (V.I.F.)

11'-8"10'-0"2'-8"3'-4"

3'-4

3

8

"

3'-4"2'-8"10'-0"

12'-1

1

4

"

59'-1

7

16

" (V.I.F.)

29

'-5

1 2

" V

.I.F

.

30

'-0

" (V

.I.F

.)

25

'-4

" V

.I.F

.

29'-4" (V.I.F.)30'-0" (V.I.F.)

90

'-0

" (V

.I.F

.)

84

'-0

"

26'-8"

3'-1

1

7

16

"

8'-0"14'-8"

14

'-8

"

8'-8

"

WAITING

606

JAN

610

STOR

615

MEN

611

6'-9

1

2

"

10

'-3

7

16

"

600A

601

602

603604A

605

607

609

610

611

614A

615

613

604B604C

616A

616B

614C

9'-1

0

1 2

"

8'-0"

56

'-0

"

17'-4"

614B

3'-4"

1'-4"

3'-4"

1'-4"

8'-8"

1'-4"

3'-4" 3'-4"

608

CORR

613

612

5'-3

7

8

"

6'-0"

7'-3

7

8

"

6'-0

"

29

'-7

13

16

"

3'-4

"

P-8

P-2

P-2

P-2

P-13 P-12

P-18

P-19

P-10 P-11

VOID

616

W05W06

W04

W04

W04

W03

600B

W07

FE

-1

FE-2

P-2P-5

P-2

P-2

P-18

P-17

P-9

P-3

P-15

P-18

P-3

P-2

P-1

P-3

P-7

P-7 P-14 P-17 P-16P-7 P-6

P-2

P-16

P-19

1'-4

"

FE-2

1'-8

"

18

'-0

"

17'-4"

13

'-4

"1

3'-4

"1

'-4

"

4'-8

"

1'-4

"1

3'-4

"1

'-4

"

4'-8

"

16

'-0

"

4'-0"

1

600

A,B

A,C

A

A

A

A

A

A

A

A

A

A

1

1

1

1

1

1

1

1

1

1

1

ARMORY

605CTRL RM

604

FIRING RNG

603

OFFICE

607

CLEANING RM

612

WOMEN

609

TRAINING

614

CORR

613

WAITING

606

JAN

610

STOR

615

MEN

611

CORR

613

VOID

616

A,B

A,C

A

A

A

A

A

A

A

A

A

A

1

1

EQUIPMENT SCHEDULE

NUMBER DESCRIPTION

CP OP CI OI

CONTRACT STATUS REMARKS

C01

C02

C03

C04

C05

C06

C07

E01

E02

COUNTERTOP

FIXED SHELVING

FIXED SHELVING

WORKSTATIONS (SS COUNUTER TOP)

LAVATORY COUNTERTOP

LAVATORY COUNTERTOP

FIXED SHELVING W/ 4'X8'

WORKTABLE

SECURITY DRAWER

METAL LOCKERS, 2-TIER

SEE DETAIL A1/A8.1

SEE DETAIL E12/A8.1

SEE DETAIL E13/A8.1

SEE DETAIL J1/A8.1

SEE DETAIL E7/A8.1

SEE DETAIL E1/A8.1

SEE DETAIL A5/A8.1

SEE SPECIFICATIONS

PROVIDE 4" CONCRETE BASE

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H C

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RIF

F'S

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FIR

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G R

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W

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PIN

EB

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HILLSBOROUGH COUNTY

SHERIFF'S OFFICE

2008 EAST 8TH AVENUE

TAMPA, FLORIDA 33605

1626-00

WIL

DE

R

PROJECT #:

DISTRIBUTION

TELEPHONE 813.242.6677

wilderarchitecture.com

FACSIMILE 813.242.6683

TAMPA, FLORIDA 33605.3607

1315 E. SEVENTH AVENUE

AR

CH

IT

EC

TU

RE

, IN

C.

SUITE 106

DATE

AA26000655

PERMIT SET 01/16/17

ADDENDUM 01 2/15/17

FIRING RANGE

FLOOR PLAN

A1.2

FLOOR PLAN - FIRING RANGE

A3

1/8" = 1'-0"

NOTES

A1

SPECIFIC NOTES

1. EXIST STL COL (TO REMAIN), TYP.

2. FUTURE COIL REPLACEMENT WALL BREAK - SEE

STRUTURAL

3. SLOPE CONC SLAB TOWARD OPENINGS FOR

DRAINAGE

4. EXIST STOREFRONT GLAZING SYSTEM, PROVIDE

BLACK-OUT FILM ON THE INSIDE FACE OF

WINDOWS AND CLERESTORY ABOVE PRIOR TO

CONSTRUCTION OF PARTITION.

5. GWB BULKHEAD @ 108'-0", TYP.

6. HVAC EQUIP FOR RANGE VENTILATION (BY

MEGGITT)

7. DUCTWORK TO RANGE (BY MEGGITT) PROVIDE

WALL PENETRATION AND SEALING FOR NEW

DUCTWORK (BY GC)

8. SHOOTING STALL (BY MEGGITT)

9. BULLET TRAP (BY MEGGITT)

10. NEW SPLIT-FACE CMU BASE AND ENCLOSURE

11. SAFETY CEILING (BY MEGGITT)

12. REDIRECTIVE GUARD (BY MEGGITT)

13. CONTAINMENT BAFFLE (BY MEGGITT)

14. TARGET TRACK SYSTEM (BY MEGGITT)

15. ACOUSTICAL ABSORPTION CEILING PROVIDED

FULL AREA OF RANGE (RM 603). INCLUDE

SUSPENDED 2'X2' COMMERCIAL GRID (BY GC),

2'X2'X1" TROY BOARD PANELS (BY MEGGITT), AND

6" TROY WOOL ABOVE CLG PANELS (BY MEGGITT).

16. HOLD MASONRY OFF EXIST WALL BY 2"

17. APC GRID AND CLG PANELS BY G.C.

18. HVAC

19. SUPPLY REGISTER (BY MEGGITT)

20. HANDRAIL, 1.5" OD - STL (PNT BLACK)

21. ANGLE CLG TO SUPPLY REGISTER HOUSING

22. CONC STEP/PAD - COORD ELEVATION WITH EXIST

GRADE.

23. AIR COMPRESSOR (TIE TO CLEANING ROOM).

24. PROVIDE POCKET IN APC FOR CLEARANCE FOR

OVERHEAD DOOR.

REFLECTED CEILING PLAN - FIRING RANGE

A9

1/8" = 1'-0"

4' 8'0 16'4' 8'0 16'

GENERAL NOTES

1. CONTRACTOR TO PROVIDE COORDINATION

BETWEEN THE EXIST RANGE (BY MEGGITT)

EQUIPMENT AND NEW CONSTRUCTION

REQUIREMENTS. MEGGITT WILL INSTALL ALL PRE

PURCHASED RANGE EQUIPMENT.

2. PARTITIONS ARE P-1 UNO.

3. CONTRACTOR SHALL CLEAN EXISTING

STOREFRONT, REPLACE WEATHERSTRIPPING,

SEALANT, DOOR HARDWARE AND EXIT DEVICES,

TYPICAL.

4. CONTRACTOR TO PROVIDE NEW HARDWARE AT

EXTERIOR HOLLOW METAL DOORS, INCLUDING

WEATHERSTRIPPING, AND THRESHOLDS. DOORS

AND FRAMES SHALL BE PREPARED AND PAINTED

AND SEALANT REPLACED.

BUILDING AREA

NOT IN SCOPE

A4.1

D3

A4.1

A3

A4.1

A11

3

2

EQUIPMENT SCHEDULE

J3

4

10

6

6

7

8

9

5

5

11

13

15

14

12

12

9

15

16

16

7

18

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1

20

21

1

1

1

22

1

1

23

22

1

1

24

1

XX

BOXING TRN

707

ELEC RM

709

WEIGHT RM

700

LOCKER-M

704

LOCKER-W

702

24'-4"

10'-8" (V

.I.F

.)

27'-4" (V

.I.F

.)

16'-2

1 2

" (V

.I.F

.)

54'-2

1 2

" (V

.I.F

.)

4'-0"

88'-8" (V.I.F.)

700A

701

702

703

704

705

706 707A

708

700B

700C

707B

707C

9'-0" 15'-0"

5'-0"

29'-0"5'-4"

6'-0"

14'-0"

22'-0"

8'-0

7

16

"

10'-0"

8'-0"

25'-4" V.I.F.

VEST

703

VEST.

701

STOR

708

OFFICE

706

CORR.

710

709

FE

-2

FE

-1

JAN

705

W01

W02

P-3

P-7 P-7

P-4

P-4

P-7P-8

P-8

P-3

P-3

P-3

P-5

P-5

P-3

W01

P-7

P-8P-8

6'-0"

1

1

700D

12'-0"

A,B

A,C

A

A A

A

A

1

1

1

A

1

1

3

1

BOXING TRN

707

ELEC RM

709

WEIGHT RM

700

LOCKER-M

704

LOCKER-W

702

VEST

703

VEST.

701

STOR

708

OFFICE

706

CORR.

710

JAN

705

1

1

A,B

A,C

A

A A

A

A

1

1

1

A

1

1

3

1

EQUIPMENT SCHEDULE

NUMBER DESCRIPTION

CP OP CI OI

CONTRACT STATUS REMARKS

C01

C02

C03

C04

C05

C06

C07

E01

E02

COUNTERTOP

FIXED SHELVING

FIXED SHELVING

WORKSTATIONS (SS COUNUTER TOP)

LAVATORY COUNTERTOP

LAVATORY COUNTERTOP

FIXED SHELVING W/ 4'X8'

WORKTABLE

SECURITY DRAWER

METAL LOCKERS, 2-TIER

SEE DETAIL A1/A8.1

SEE DETAIL E12/A8.1

SEE DETAIL E13/A8.1

SEE DETAIL J1/A8.1

SEE DETAIL E7/A8.1

SEE DETAIL E1/A8.1

SEE DETAIL A5/A8.1

SEE SPECIFICATIONS

PROVIDE 4" CONCRETE BASE

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WORKOUT GYM

FLOOR PLAN

A1.3

NOTES

A1

GENERAL NOTES

1. CONTRACTOR TO PROTECT ALL EXIST FINISHES

DURING CONSTRUCTION.

2. CONTRACTOR SHALL CLEAN EXISTING

STOREFRONT, REPLACE WEATHERSTRIPPING,

SEALANT, DOOR HARDWARE AND EXIT DEVICES,

TYPICAL.

3. CONTRACTOR TO PROVIDE NEW HARDWARE AT

EXTERIOR HOLLOW METAL DOORS, INCLUDING

WEATHERSTRIPPING, AND THRESHOLDS. DOORS

AND FRAMES SHALL BE PREPARED AND PAINTED

AND SEALANT REPLACED.

4. COORDINATE DEMOLITION OF EXIST CONDITIONS

WITH SCOPE SHOWN.

SPECIFIC FLOOR PLAN NOTES

1. EXIST STL COL, TYP.

2. EXIST VERTICAL BLINDS TO BE REPLACED.

3. EXIST DEMISING WALL

4. ADJUST DEPTH OF FURRING TO MATCH EXIST

PLANE w/ FULL CLG PANEL ABOVE.

5. BULKHEAD ELEV - 11'-8" AFF

6. BULKHEAD ELEV - 8'-8" AFF

7. PROVIDE WOOD BLOCKING @ 9'-0" AFF FOR

OWNER PROVIDED AND INSTALLED FAN.

8. PROVIDE POCKET IN APC FOR CLEARANCE FOR

OVERHEAD DOOR.

FLOOR PLAN - WORKOUT GYM

A3

1/8" = 1'-0"

4' 8'0 16'

REFLECTED CEILING PLAN - WORKOUR GYM

A3

1/8" = 1'-0"

4' 8'0 16'

BUILDING AREA

NOT IN SCOPE

A4.1

D11

EQUIPMENT SCHEDULE

J3

2

1

1

44

4

4

4

4

6

2

7

4

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7

7

7

7

1

1

1

1

# A

RM NUMBER

SIGN TYPE REQUIRED

8

1

6"

1

20

'-2

3 8

"

4'-0

"

VE

RIF

Y

P

RIO

R

TO

D

EM

O

41

'-1

0"

4'-0

"

VE

RIF

Y

P

RIO

R

TO

D

EM

O

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DEMOLITION PLAN

A1.4

NOTES

A1

GENERAL NOTES

1. CAP ALL UNUSED PLUMBING LINES, TYP.

2. PROTECT EXISTING COL. AND FTG. TO REMAIN

DURING DEMO, TYP.

3. ALL MECHANICAL EQUIPMENT AND DUCTWORK IN

GYM AREA AND RANGE AREA SHALL BE

COMPLETELY REMOVED.

4. ALL DUCTWORK IN GYM AREA AND RANGE AREA

SHALL BE COMPLETELY REMOVED, CAP AND SEAL

ALL ABANDONED ROOF OPENINGS AIR TIGHT, TYP.

5. REMOVE ABANDONED WIRING U.N.O., TYP.

6. CUT, CAP, AND PATCH CONCEALED CONDUITS AT

POINTS OF EMERGENCE, TYP.

7. G.C. TO COORD SCOPE WITH WORK PROVIDED BY

OTHERS IN RANGE SCOPE. REFER TO MOST

RECENT DRAWINGS BY MEGGITT AND CAREYS.

8. REMOVE EXIST FLR FIN AT AREAS TO BE

RENOVATED.

9. PROVIDE COMPACTED GRADE, TERMITICIDE, AND

UNDERSLAB VAPOR RETARDER.

10. PROPERLY TERMINATE WATER SUPPLY LINES,

TYP.

DEMOLITION NOTES

1. REMOVE EXIST CONC SLAB AND EXIST

UNDERSLAB VAPOR RETARDER, TYP.

2. CUT AND CAP ALL EXIST ABANDONED SANITARY

PIPING BELOW FLOOR SLAB, TYP. REPAIR SLAB.

3. REMOVE EXIST STL COL.

4. REMOVE EXIST INFILL WALL TO INSTALL NEW

DOOR

5. REMOVE EXIST FLOORING FINISH, TYP.

6. PROPERLY TERMINATE SUPPLY LINES, TYP.

7. REMOVE EXIST UNUSED EQUIP FROM WALL

PENETRATIONS, REPAIR CMU TO MATCH EXIST,

TYP.

8. CUT OPENING IN CMU FOR NEW MECH EXHAUST

DUCTS. COORD ELEV WITH CAREY'S.

9. CUT EXISTING SLAB FOR NEW CMU WALL FTGS,

REFER TO STRUCTURAL SHEETS FOR DIMS.

10. CUT AND CAP EXIST ABANDONED POTABLE

WATER LINES AT MAIN LINE AND PROVIDE SHUT

OFF VALVE, TYP.

11. EXIST DEMISING WALL - MAINTAIN / REPAIR RATED

ASSEMBLY, TYP.

12. EXIST MVCJ TO REMAIN.

13. COORD NEW FTG W/ EXIST FTG, TYP.

14. REMOVE CONC SLAB AS REQ TO INSTALL NEW

PLUMBING SCOPE.

15. EXIST EXT CONDUIT TO REMAIN.

16. REMOVE / ABANDON EXIST FTGS AS REQ TO

INSTALL NEW SLAB.

17. EXIST COL TO REMAIN.

18. REPLACE CMU (SPLITFACE) AT WALL OPENINGS

NOT NEEDED.

19. EXIST CONC FTG TO REMAIN.

20. REPAIR CORNER AS SHOWN IN STRUCTURAL

DRAWING 4/S3.4.

21. CLOSE OFF DECK TO CMU WALL INTERFACE AT

TOP OF WALL, TYP. AT PERIMETER.

22. REMOVE EXIST HM DOOR AND FRAME.

23. REMOVE EXIST ALUM DOOR.

DEMO PLAN - WORKOUT GYM

A8

1/8" = 1'-0"

4' 8'0 16'

DEMO PLAN - FIRING RANGE

A3

1/8" = 1'-0"

4' 8'0 16'

BUILDING AREA

NOT IN SCOPE

2

4

3

3

3

3

5

1

5

2 6

6

7

8

8

9

9

9

9

10

10

9

TYP.

19

17

21

20

TYP.

11

18

16

16

16

16

13

11

14

14

13

12

15

1

1

22

23

23

23

FLOOR SLAB REPLACEMENT

1. REMOVE AND REPLACE EXIST CONC SLAB ON

GRADE. PROVIDE TERMITE TREATMENT.

PROVIDE UNDERSLAB VAPOR RETARDER.

2. SLAB THICKNESS SHALL MATCH THE THICKNESS

OF THE EXIST SLAB REMOVED.

3. SEE "SLAB ON GRADE NOTES" S1.1 FOR SLAB

INFORMATION.

4. PROVIDE CONTROL JOINTS AT 12' O.C. MAXIMUM.

SEE DETAIL 5 / S3.1 FOR CONTROL JOINT DETAIL.

5. PROVIDE 1/2" EXPANSION MATERIAL BETWEEN

WALL AND SLAB AROUND PERIMETER AT OUTSIDE

WALL AND AROUND COLUMNS.

6. SEE DETAIL 7 / S3.3 FOR DOWELS AT INTERIOR

WALL FOR NEW SLAB TO EXISTING SLAB

CONNECTION.

FE

-1

FE-2

10'-4" 5'-8"

10'-0"

6'-0"

10'-0"

1'-6"

6"

1'-0"

1'-8

3

4

"

4'-5

1

2

"

1'-0"

6"

1'-6"

EQ EQ

1'-6"

7"

FE

-2

FE

-1

1'-8"EQEQEQ

1'-8"

14'-0"6'-0"17'-11"

EQ EQ EQ EQ

1'-7"3'-0"3'-0"

1'-6"

1'-6"

1'-6"

3'-2"3'-2"3'-2"5'-1"

1'-7

1

2

"

1'-6"

1'-7

1

4

"3'-3

1

2

"

5'-1"

1'-7

1

4

"

8'-0"

6'-0"

6'-0"

2'-0"

7'-6

5 8

"

6'-0"11'-0"

12'-0"

3'-0"

4'-0"

1'-0"

2'-6" 3'-0" 3'-0" 2'-6"

3'-7"

5'-11

1

2

" 4'-7

1

2

"

2'-4" 8" 2'-4"

4" 2

1

2

"

TOILET ACCESSORY SCHEDULE

NUMBER DESCRIPTION REMARKS

01

02

03

04

05

06

07

08

09

10

11

12

13

14

15

16

42" GRAB BAR

36" GRAB BAR

48" GRAB BAR

SOAP DISPENSER

TOILET PAPER DISPENSER

FRAMED MIRROR, 18" X 60"

ELECTRIC HAND DRYER

24" GRAB BAR

FRAMED MIRROR

SANITARY NAPKIN DISPOSAL UNIT

MOP AND BROOM HOLDER

UNDERCOUNTER LAVATORY GUARD

STAINLESS STEEL PANEL

SANITARY NAPKIN DISPENSER

TOILET SEAT COVER DISPENSER

ROBE HOOK

MOUNT 34" AFF

MOUNT 34" AFF

MOUNT 34" AFF

MOUNT ABOVE LAVATORY

--

BOTTOM EDGE OF MIRROR 10" AFF

--

MOUNT 34" AFF

LENGTH TO EQUAL COUNTERTOP. HIEGHT FROM

TOP OF COUNTER TO 7'0"AFF

--

--

--

PROVIDE AND INSTALL STAINLESS STEEL PANEL

SURROUND AT MOP SINK TO 5'-0" AFF

--

--

--

26"

34"

36"

12"

MAX

54"

MIN

2'-8

"

1'-6"

29" M

IN

.

34" M

AX

3'-4" T

O

RE

FLE

CT

IV

E

SU

RF

AC

E, T

YP

.

3'-0"

18"

42"

34"

19"

2'-10"

6"4'-0"6"

6'-6"

1'-2"

4'-7"

1'-1"

1'-5"

3'-6"

1'-5"

5"

2'-8"

1'-2"

4'-7"

1'-1"

6'-4"

26"

34"

36"

12"

MAX

54"

MIN

26"

34"

36"

12"

MAX

54"

MIN

TILE

6'-4"

TILE

6'-4"

TILE

6'-4"

TILE

6'-4"

HIL

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AND ELEVATIONS

ROOM PLANS

ENLARGED TOILET

A2.1

ENLARGED PLAN - TOILET ROOMS

A3

1/4" = 1'-0"

NOTES

A1

SPECIFIC FLOOR PLAN NOTES

1. CERAMIC WALL TILE TO 6'-4" AFF

2. CERAMIC WALL TILE FULL HT

3. 2-TIER WARDROBE LOCKER

4. PLASTIC LAMINATE TOILET PARTITIONS

5. SOLID PHENOLIC SHOWER PARTITIONS. SHOWER

UNITS SHALL INCLUDE COAT HOOK, SHOWER

ROD, SHOWER CURTAIN, GRAB BARS AT

ACCESSIBLE SHOWER AND SOAP DISH

6. EXIST STL COL

7. 4" CONC BASE w/ BASE

8. CLOSURE PANEL AT LOCKER END, TYP.

2' 4'0 8'

GENERAL NOTES

1. REMOVE EXIST SLAB AS REQUIRED TO INSTALL

NEW PLUMBING SLOPES

ENLARGED PLAN - LOCKER ROOMS

A6

1/8" = 1'-0"

TOILET ROOM ELEVATION

F1

3/8" = 1'-0"

SCHEDULE

A12


H1

3/8" = 1'-0"


F6

3/8" = 1'-0"


F10

3/8" = 1'-0"


H8

3/8" = 1'-0"


K1

3/8" = 1'-0"


K6

3/8" = 1'-0"


K8

3/8" = 1'-0"


K11

3/8" = 1'-0"

A2.1

K1

A2.1

K6

K11

K1

A2.1

K8

1

TYP.

1

TYP.

1

TYP.

1

TYP.

2

2

3

3

4

4

4

4

5

5

6

A2.1

F10

F6

F1

-

A2.1

H1

-

H8

-

8

8

37

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2

1

5

6

7

89

3

12

TOP OF MASONRY

123'-4"

JOIST

TOP OF CMU

114'-0"

112'-0"

EXIST JOIST

VARIES (VIF)

EXIST SLAB

100'-0"

TOP OF CMU

105'-4"

4

18

19

11

MECH SLAB

99'-4"

10

20

22

23

24 24

17'-4"

4'-0"

21

90'-0"

30'-0" 30'-0"

11'-0"

J

J

TOP OF MASONRY

123'-4"

JOIST

TOP OF CMU

114'-0"

112'-0"

EXIST JOIST

121'-6"

SLAB

100'-0"

CTR. RM FLOOR

101'-9"

CTR. RM CEILING

109'-9"

30'-0"

EXIST OH DOOR

112'-0"

2

1

2

5

6

7

14

9

3

15

4

16

9

30

9

18

50'-0"

17

27

28

29

17

TOP OF EXIST

123'-4"

JOIST

TOP OF CMU

114'-0"

112'-0"

EXIST JOIST

121'-6"

SLAB

100'-0"

CLG

109'-0"

25

24

25

26

HIL

LS

BO

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BUILDING SECTION

A4.1

NOTES

A1

GENERAL NOTES

1. EXIST BLDG ENVELOPE TO REMAIN.

2. EXIST ROOF SYSTEM TO REMAIN.

3. PROVIDE DUCTWORK PENETRATIONS TO INSTALL

RANGE SUPPLY AND EXHAUST.

SPECIFIC NOTES

1. EXIST STL JST, TYP.

2. MTL DECK W/ SOUND ATTENUATION INSULATION

(TROY WOOL 6") AND TROY BOARD PANELS (2") -

BY GC.

3. STL JOIST W/ MTL DECK

4. LANE DIVIDERS

5. 2" SOUND ATTENUATION BOARD

6. CMU WALL, GROUT SOLID, TYP.

7. EXIST CMU WALL

8. EXIST CONC SLAB

9. CONC FTG.

10. SPLIT FACE CMU.

11. CONC FLUME

12. EXIST GRADE

13. CONC FTG

14. CONTROL ROOM RAISED FLOOR (ACCESS

FLOORING), TYP.

15. CONTROL COMPUTER, OWNER PROVIDED

16. BULLET TRAP

17. DUCTWORK FOR RANGE (BY MEGGITT)

18. FIRING RANGE BAFFLE

19. STL COL, BEYOND.

20. SCUPPER

21. CONC HOUSE KEEPING PAD.

22. ADJACENT TENANT SPACE

23. SELF-ADHERING SHEET WATERPROOFING

24. EXTEND RATED PARTITIONS THE FULL HEIGHT OF

THE SPACE TO DECK ABOVE, TYP.

25. GWB SOFFIT/BULKHEAD, TYP.

26. GWB CONTROL JOINT, TYP. EXTEND AROUND

PERIMETER OF ROOM(S) SHOWN, TYP.

27. CLG GRID SYSTEM (BY GC) WITH TROY BOARD 2' X

2' X 1" PANELS AND 6" TROY WOOL (BY MEGGITT)

28. INTERSTITIAL SPACE ABOVE RANGE, WITHIN

ENVELOPE.

29. SAFETY CEILING (BY MEGGITT)

30. APC GRID AND PANELS (BY GC)

31. PROVIDE OPENINGS FOR NEW DUCTWORK

THROUGH WALL. PROVIDE LINTEL. SEAL

OPENING TIGHT TO DUCTWORK. PROVIDE SS

SHROUD TO COVER PENETRATION OF DUCT.

FIRING RANGE SECTION

A3

1/8" = 1'-0"


A11

1/8" = 1'-0"


D3

1/8" = 1'-0"

WORKOUT GYM SECTION

D11

1/8" = 1'-0"

A4.2

A5

A4.2

A1

4' 8'0 16'

4' 8'0 16'

John W

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1/32"

1

1

DOOR SCHEDULE

OPENING

NUMBER

ROOM NAME

TYPE MATL INT EXT

DOOR

TYPE MATL

HEAD JAMB SILL

DETAILS

FRAME FIRE

RATING

HDW

SET

REMARKS

600

600A

600B

601

602

603

604A

604B

604C

605

607

608

609

610

611

612

613

614A

614B

614C

615

616A

616B

700A

700B

700C

700D

701

702

703

704

705

706

707A

707B

707C

708

709

MECHANICAL YARD

ENTRY

ENTRY

VEST

READY RM

FIRING RNG

CTRL RM

CTRL RM

CTRL RM

ARMORY

OFFICE

CORR

WOMEN

JAN

MEN

CLEANING RM

CORR

TRAINING

TRAINING

TRAINING

STOR

VOID

VOID

WEIGHT RM

WEIGHT RM

WEIGHT RM

WEIGHT RM

VEST.

VEST.

VEST

LOCKER-M

JAN

OFFICE

BOXING TRN

BOXING TRN

BOXING TRN

ELEC RM

STOR

D05

D06

EXIST

D02

D01

D01

D01

D04

D04

D03

D02

D01

D02

D02

D02

D02

EXIST

D02

D02

EXIST

D04

EXIST

EXIST

D06

D06

D05

D04

D01

D01

D01

D01

D01

D01

D01

D05

EXIST

D01

D01

STL

ALUM

ALUM

WD

WD

WD

WD

WD

WD

WD

WD

WD

WD

WD

WD

WD

STL

WD

WD

STL

WD

STL

STL

ALUM

ALUM

STL

WD

WD

WD

WD

WD

WD

WD

WD

STL

STL

WD

WD

F03

EXIST

EXIST

F04

F03

F03

F03

F06

F06

F05

F02

F01

F02

F02

F02

F02

EXIST

F02

F02

EXIST

F06

EXIST

EXIST

EXIST

EXIST

F03

F06

F01

F01

F01

F01

F01

F01

F01

F03

EXIST

F01

F01

STL

ALUM

ALUM

STL

STL

STL

STL

STL

STL

STL

STL

STL

STL

STL

STL

STL

STL

STL

STL

STL

STL

STL

STL

ALUM

ALUM

STL

STL

STL

STL

STL

STL

STL

STL

STL

STL

STL

STL

STL

--

--

--

H9/A5.1

H9/A5.1

A9/A5.1

A9/A5.1

H12/A5.1

H12/A5.1

H5/A5.1

H12/A5.1

H12/A5.1

H12/A5.1

H12/A5.1

H12/A5.1

H12/A5.1

--

H12/A5.1

H12/A5.1

--

H12/A5.1

--

--

--

--

H5/A5.1

H12/A5.1

H12,A5.1

H12,A5.1

H12/A5.1

H1/A5.1

H12/A5.1

H12/A5.1

H12/A5.1

--

--

H12/A5.1

H12/A5.1

--

--

--

D9/A5.1

D9/A5.1

A5/A5.1

A5/A5.1

D13/A5.1

D13/A5.1

D5/A5.1

D13/A5.1, A5/A5.2

A1,D1/A5.2

D13/A5.1, D1/A5.2

D13/A5.1,A1/A5.2

D13/A5.1

D13/A5.1, D1/A5.2

--

D13/A5.1,D1/A5.2

D13/A5.1

--

D13/A5.1

--

--

--

--

D5/A5.1

D13/A5.1

D13/A5.1,D1/A5.2

D13/A5.1,D1/A5.2

D13/A5.1,D1/A5.2

D13/A5.1,A1/A5.2

D13/A5.1,A1/A5.2

D13/A5.2,G1/A5.2

D13/A5.2,G1/A5.2

--

--

D13/A5.1,D1/A5.2

D13/A5.1

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

20 MIN

--

--

--

--

--

20 MIN

20 MIN

--

20 MIN

20 MIN

20 MIN

20 MIN

--

20 MIN

20 MIN

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

06

01

12

07

09

10

08

02

02

06

04

09

07

06

07

07

01

07

07

--

03

01

EXIST

01

01

01

03

11

11

11

11

06

05

09

01

01

06

06

4

10

8

8

8,9,11

8,9,11

--

--

--

--

--

--

--

--

--

3,4

--

--

2,7

--

8,9

--

4

4

4,5,8

--

--

--

--

--

--

6

6

4,5,8

2,7

--

--

FINISH SCHEDULE

ROOM

NUMBER

ROOM NAME FLOOR BASE

SOUTH EAST WEST NORTH

WALLS

HEIGHT FINISH

CEILING

FINISH

REMARKS

600

601

602

603

604

605

606

607

609

610

611

612

613

614

615

616

700

701

702

703

704

705

706

707

708

709

710

ENTRY

VESTIBULE

READY ROOM

FIRING RANGE

CONTROL ROOM

ARMORY

WAITING AREA

OFFICE

WOMEN

JANITOR

MEN

CLEANING ROOM

CORRIDOR

TRAINING ROOM

STORAGE

VOID

WEIGHT ROOM

VESTIBULE

WOMEN'S LOCKER/SHOWER

VESTIBULE

MENS LOCKER/SHOWER

JANITOR

OFFICE

BOXING TRAINING ROOM

STORAGE

ELECTRICAL ROOM

CORRIDOR

LVT

LVT

LVT

LVT/SC

CPT

LVT

LVT

CPT

PT

LVT

PT

LVT

LVT

LVT

LVT

EXIST

LVT/RF

PT

PT

PT

PT

LVT

CPT

RF

LVT

LVT

LVT

RWB

RWB

RWB

(B.O.)

RWB

RWB

RWB

RWB

PT

RWB

PT

RWB

RWB

RWB

RWB

--

RWB

PT

PT

PT

PT

RWB

RWB

RWB

RWB

RWB

RWB

PNT

PNT

PNT

TROY

PNT

PNT

PNT

PNT

PT

PNT

PT

PNT

PNT

PNT

PNT

--

PNT

PNT

PT

PNT

PT

PNT

PNT

PNT

PNT

PNT

PNT

PNT

PNT

PNT

TROY

PNT

PNT

PNT

PNT

PT

PNT

PT

PNT

PNT

PNT

PNT

--

PNT

PNT

PT

PNT

PT

PNT

PNT

PNT

PNT

PNT

PNT

PNT

PNT

PNT

TROY

PNT

PNT

PNT

PNT

PT

PNT

PT

PNT

PNT

PNT

PNT

--

PNT

PNT

PT

PNT

PT

PNT

PNT

PNT

PNT

PNT

PNT

PNT

PNT

PNT

TROY

PNT

PNT

PNT

PNT

PT

PNT

PT

PNT

PNT

PNT

PNT

--

PNT

PNT

PT

PNT

PT

PNT

PNT

PNT

PNT

PNT

PNT

9'-0"

9'-0"

9'-0"

--

9'-0"

9'-0"

9'-0"

9'-0"

9'-0"

9'-0"

9'-0"

9'-0"

9'-0"

10'-0"

9'-0"

--

12'-0"

9'-0"

9'-0"

9'-0"

9'-0"

9'-0"

9'-0"

13'-6"

9'-0"

9'-0"

9'-0"

APC-1

APC-1

APC-1

APC-3

APC-1

APC-1

APC-1

APC-1

APC-2

APC-2

APC-2

APC-1

APC-1

APC-1

APC-1

--

APC-1

APC-1

APC-2

APC-1

APC-2

APC-2

APC-1

APC-1

APC-1

APC-1

APC-1

-

-

-

2,3,5,8

7

-

-

-

1

-

1

-

-

-

-

-

4

-

1

-

1

-

-

4

-

-

4

APC-1 ACOUSTICAL PANEL CEILING

APC-2 MOISTURE RESISTANT PANEL CEILING

APC-3 SUSPENDED GRID, PANELS, AND ACOUSTIC

INSUL (BY MEGGITT)

CONC CONCRETE

CPT CARPET TILE

CT CERAMIC TILE

EP EPOXY PAINT

LVT LUXURY VINYL TILE

NR NONE REQUIRED

PNT PAINTED GYPSUM WALLBOARD

PT PORCELAN TILE

RF RUBBER FLOORING

RWB RESILIENT WALL BASE

VWB VINYL WALL BASE

SC SEALED CONCRETE

TROY TROY BOARD (BY MEGGIT)

FINISH SCHEDULE ABBREVIATIONS

1. PROVIDE PORCELAIN TILE TO 6'-4" AFF (FULL HEIGHT @ SHOWERS).

2. PROVIDE LVT UP TO FIRING LINE.

3. PROVIDE SOUND ATTENUATION BLANKETS IN WALL BETWEEN ADJACENT ROOMS DESIGNATED.

4. IMPACT RESISTANT GWB

5. PROVIDE AIR SEALS AT DOORS

6. EPOXY PT

7. RAISED FLOORING

8. EPOXY SEAL ALL CONTROL/ EXPANSION JTS IN RANGE FLR.

REMARKS

REMARKS

1. PAIR OF DOORS.

2. OVERHEAD DOOR.

3. PNT EXIST DOOR

4. PROVIDE NEW HARDWARE TO MATCH

EXISTING HARDWARE,

WEATHERSTRIPPING, PERIMETER

SEALANT AND THRESHOLD.

5. INSULATED DOOR

6. COORDINATE STUD WALL THICKNESS

7. SECURE OH DOOR IN LOCKED POSITION

8. GROUT FRAME SOLID AT CMU

9. BULLET RESISTANT FRAME, DOOR,

GLAZING

10. SECURE DOOR IN LOCKED POSITION

11. PROVIDE SOUND SEALS

1. PROVIDE CRACK SUPPRESSION

MEMBRANE AT TILE FLOOR

LOCATIONS.

2. PROVIDE (RWB)RESILIENT WALL

BASE AT CASEWORK TOE KICKS,

TYP.

NOTES

1

1

1

11

1

1

7'-0"

3'-0"

D01

D03

D04

2'-6" PR

4'-0"

3'-2"

4'-0"

W01

4'-0"

3'-4"

W02

1'-6"

2" TYP.

8'-8"

4'-8"

3'-4"

W05

2" TYP.

D0220 MIN

20 MIN

W04

2"

7'-2"

2"

7'-0"

3'-4"

2"

F01

2"

7'-2"

2"

7'-0"

3'-0"

2"

3'-10"

3'-0"

2"

G1

G1

4"

7'-4"

2"

7'-0"

2"

F03

F02

3'-4"

3'-4"

4'-4"

F05

F07

5'-7"

20 MIN20 MIN

F0420 MIN

4'-0"

4'-8"

3'-4"

W06

HMF

2" TYP.

5'-4"

4'-8"

3'-4"

W07

F06

5'-4"

G3

G2

G1

G2G1

HMF HMFALUM

HMF HMFHMF

HORIZONTAL

SLIDING

WINDOW

LVL-3 LVL-3

G3

3'-2"

W03

7'-0"

3'-0"

D05

7'-0"

3'-0"

D06

WD HMF ALUM

(CONFIGURATION TO

MATCH EXIST BLDG

DOORS)

G1

1

2'-8"

FIXED

1

603

4"

1 2

"

1 2

"

DOOR SWEEP

ALUMINUM THRESHOLD

PAVING EXPANSION JOINT

CONCRETE FLOOR OR PAVING SLAB

CONCRETE FLOOR SLAB

DOOR

2" X 1/2" MARBLE

SADDLE

PORCELAIN

FLOOR TILE

CONCRETE SLAB

RUBBER FLOORING

1 2

"

DOOR

DOOR SWEEP

ALUMINUM THRESHOLD

PAVING EXPANSION JOINT

CONCRETE FLOOR OR PAVING SLAB

CONCRETE FLOOR SLAB

PORCELAIN TILE

DOOR

2" X 1/2" MARBLE

SADDLE

PORCELAIN

FLOOR TILE

CONCRETE SLAB

PORTLAND CEMENT

MORTAR BED

DOOR

CERAMIC TILE

6"

4

1 4

"

1 2

"

B

18" TO EDGE OF

DOOR FRAME

48

" T

O F

IN

IS

H

FL

OO

R

1 4

"

1 4

"

1 2

"

3 4

"

6"

4

1 4

"

1 2

"

C

18" TO EDGE OF

DOOR FRAME

48

" T

O F

IN

IS

H

FL

OO

R

1 4

"

1 4

"

1 2

"

3 4

"

4"

A

3"

1 2

"

HIL

LS

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RO

UG

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G

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HILLSBOROUGH COUNTY

SHERIFF'S OFFICE



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DOOR TYPES

FINISH SCHEDULES &

A7.1

SCHEDULES AND FINIHSES

G1

DOOR TYPES

A1

FRAME TYPES

A4

WINDOW TYPES

C1

SIGNAGE

A12

3"=1'-0"

DOOR TRANSITION

E12

GLAZING SCHEDULE

G1

G2

CLEAR

TYPETAG REMARKS

1/4" THICK, TYP.

TEMPERED

BULLET RESISTANT

G3

TEMPERED

CLEAR

CLEAR

FIRELIGHT

OH 45 OR W-60

PLUS LAMINATED GLASS

DOOR TRANSITION

G12

DOOR TRANSITION

J12

DOOR TRANSITION

E14

John W

. T

hom

pson, A

IA

AR

9

12

71

1/1

6/1

7

1

1

1

13'-7" VERIFY

CASEWORK C06

E1

3/4" = 1'-0"

8" 1'-4"0 2'-8"

2'-6

"4

"

1'-1

0

1 2

"

6"

1

1 2

"

CASEWORK C01

A1

3/4" = 1'-0"

8" 1'-4"0 2'-8"

2'-6

"4

"

2'-4

1 2

"1

1 2

"

A8.2

A5

3'-9

1

2

" VERIFY

A8.2

A9

3'-9

1

2

" VERIFY

1'-9

"

4'-2

"

10'-7" VERIFY

CASEWORK C05

E7

3/4" = 1'-0"

8" 1'-4"0 2'-8"

2'-6

"4

"

1'-1

0

1 2

"

6"

1

1 2

"

A8.2

A9

4'-2

"

EQ EQEQ EQ EQ

2'-0"

A8.2

A1

CASEWORK C02

E12

3/4" = 1'-0"

2'-7" VERIFY

CASEWORK C04

J1

3/4" = 1'-0"

19'-2"

1

1 2

"

4"

3'-1

0"

KNEE SPACEKNEE SPACE

KNEE SPACE

A8.2

H1

A8.2

A12

CASEWORK C03

E13

3/4" = 1'-0"

6'-0" VERIFY

A8.2

A12

11'-0" VERIFY

A8.2

A12

90°

2'-0"2'-0"3'-4"11'-11" VERIFY

90°

2'-0" 2'-0" 3'-4"

CASEWORK C07

A5

3/4" = 1'-0"

8" 1'-4"0 2'-8"

4'-0"

A8.2

H1

3'-0

"

8"

1'-6

"1

'-6

"1

'-6

"1

'-6

"

6'-8

"

8"

1'-6

"1

'-6

"1

'-6

"1

'-6

"

6'-8

"

8

1 2

"

8"

10

"1

0"

2'-8"1'-2"

A8.2

H11

4"

KNEE SPACE

2'-8"1'-2"

KNEE SPACE

2'-8"1'-2"

KNEE SPACE

2'-8"1'-2"

KNEE SPACE

2'-8"1'-2"

3'-6

"

HIL

LS

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RO

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F'S

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FIR

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HILLSBOROUGH COUNTY

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ELEVATIONS

CASEWORK

A8.1

PLASTIC LAMINATE

COUNTERTOP

PLASTIC LAMINATE

PANEL

PLASTIC LAMINATE

BACKSPLASH

PLASTIC LAMINATE

DRAWERS

SECURITY

DRAWER, E09

FIXED PLASTIC LAMINATE SHELVING,

1" THICK. PROVIDE 1X3" WD

SUPPORTS AT PERIMETER







FIXED PLASTIC LAMINATE

SHELVING, 1" THICK. PROVIDE 1X3"

WD SUPPORTS AT PERIMETER

SOLID SURFACE APRON

SOLID SURFACE COUNTERTOP

SOLID SURFACE BACKSPLASH

SOLID SURFACE APRON

SOLID SURFACE COUNTERTOP

SOLID SURFACE BACKSPLASH

SS COUNTERTOP

SS BACKSPLASH

SS COUNTERTOP

PROVIDE VERTICAL SUPPORTS AT FREE

ENDS OF SHELVING AND INTERMEDIATE

VERTICAL SUPPORTS AT SPANS OVER 4'-0"

John W

. T

hom

pson, A

IA

AR

9

12

71

1/1

6/1

7

PLASTIC LAMINATE DRAWERS,

LOCKABLE.

1

1

2'-6

"

1

1 2

"

2'-0"

4" 8"0 1'-4"

CASEWORK SECTION

A5

1 1/2" = 1'-0"

2'-6

"4

'-6

"

1

1 2

"

7'-0

"

2'-0"

4" 8"0 1'-4"

CASEWORK SECTION

A9

1 1/2" = 1'-0"

6"

4"

4"

4'-8

"

2'-6

"

1

1 2

"

2'-0"

4" 8"0 1'-4"

CASEWORK SECTION

A1

1 1/2" = 1'-0"

4"

6"

8

1 4

"

4" 8"0 1'-4"

CASEWORK SECTION

A12

1 1/2" = 1'-0"

8"

1'-6

"1

'-6

"1

'-6

"1

'-6

"

6'-8

"

1'-5"

2'-4" @ C03

3'-6

"

1

1 2

"

2'-0"

4"

4" 8"0 1'-4"

CASEWORK SECTION

H1

1 1/2" = 1'-0"

2'-0" @ C07

4" 8"0 1'-4"

CASEWORK SECTION

H4

1 1/2" = 1'-0"

2'-8

"

2

1 2

"1

1 2

"

3'-0

"

1"

3

4

"

2

1

2

" 7'-3

1

2

" 2

1

2

"

3

4

"

1"

8'-0"

4'-0

"

1

1 2

"

2'-0"

4"

4" 8"0 1'-4"

CASEWORK SECTION

H11

1 1/2" = 1'-0"

HIL

LS

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W

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KO

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G

YM

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EB

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SHERIFF'S OFFICE



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DISTRIBUTION






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PERMIT SET 1/16/17

ADDENDUM 01 2/15/17

SECTIONS

CASEWORK

A8.2

SECURITY DRAWER (E09)

PLASTIC LAMINATE

COUNTERTOP

PLASTIC LAMINATE DRAWER

PLASTIC LAMINATE COUNTERTOP

GROMMET

PLASTIC LAMINATE

PANEL

SOLID SURFACE

COUNTERTOP

SOLID SURFACE

BACKSPLASH

ALUM FRAMED

MIRROR

SOLID SURFACE

APRON

FIXED PLASTIC

LAMINATE SHELVING,

1" THICK

1X3 PLASTIC LAMINATE

SUPPORT @ PERIMETER

SS COUNTERTOP

SS COUNTERTOP

1X3 PLASTIC LAMINATE

PERIMETER APRON

4X4 PLASTIC

LAMINATE TABLE LEG

John W

. T

hom

pson, A

IA

AR

9

12

71

1/1

6/1

7

1

1

1

SS BACKSPLASH

SS COUNTERTOP

SS BACKSPLASH

1

PLASTIC LAMINATE DRAWER, LOCKABLE

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