Project - LEON COUNTY · APM21: Reference 12493, Part 3 Execution, 3.04 Horizontal Mini Blind...

Date: May 17, 2010 To: John Ward Construction Manager

Leon County Facilities Management

From: Johnson Peterson Architects, Inc. Copied: John Ward, Construction Manager Leon Cou Douglas Barkley & Barry Pujol , Barkley Engin Homer Ooten, Ooten and Associates Roger Walsh, R. E. Walsh Engineering, Inc. Peter Okonkwo, Spectra Engineering

Modifications to Project Manual: Architectural: APM1: Reference 01811, Part I General, 1.1 Summar

USGBC and the $400.00 registration fee has beFee will be paid by the Owner. The ConstructioGeneral Contractor at a cost of $500.00 forMembers. Contact USGBC for exact amount.

APM2: Reference 06120, Part I General, 1.03 Submitt

required. Most reputable SIP’s companies or mby the Nappanee Testing Agency (NTA) and areport. Florida Product Approval is a requiremespecific engineering.

APM3: Reference 06120, Part 2 Products, 2.01 Manuf

shall reference 06120, Part 2 Products, 2.01 Man APM4: Reference 06120, Part 2 Products, 2.01 Manuf

Completely pre‐fabricated panels on CNC machpreferred. Hand cut SIP’s shall be allowed with h

APM5: Reference 07410 Part 2 Products, 2:01, A ‐ B

manufacturer. APM6: Reference 01910 Commissioning Requirements

owner to be the Commissioning Authority. APM7: Reference 01910 Commissioning Requirements

Peterson Architects will be the LEED ProjectCertification. She will also be present at the Pre‐

Project Name: Leon County LibraryEastside Branch Addendum #1

nty Facilities Management eering

ies, B3. ‐ The project is registered with en paid. The LEED, USGBC Design Review n Review Fee will be paid by the selected USGBC members and $750.00 of Non‐

als, A1 & A2. ‐ Clarification: NTA will be anufactures have had their panels tested re in compliance with ICC ES AC04 code nt or that the MFG is able to provide site

acture’s/Suppliers, B Materials 7. – Note ufacture’s/Suppliers, E Source Quality 1e.

acture’s/Suppliers, E Source Quality 1e. – inery will not be required, but it is highly ighly accurate cut tolerances.

erridge Roofing Panels is an acceptable

. – TLC Engineering has been hired by the

. – Azizi Arrington‐Bey, LEED AP, Johnson Administrator and manage the Project Bid Conference.

APM8: Reference 02513 Asphalt Paving. – Delete Technical Specification APM9: Reference 01811, 2.1, D1. ‐ All of the metal roof meets this requirement (SRI 30) except

the 2:12 sloped roof over the mezzanine. APM10: Reference 01811, 2.1, D2. – The modified bituminous roof with ‘energy star’ granulated

roof (2.04/07550) meets the SRI requirement. (SRI 99) APM11: Reference 01811, 2.1, G. ‐ The landscape irrigation water supply (drawing C‐5.0‐R) does

not meet the requirement. Irrigation systems should be temporary for plant establishment and removed within 1 year of installation.

APM12: Reference 09910. – Delete technical specification. See new 09910 Paint LEED attachment. APM13: Reference 01811, 2.1, V2‐6. ‐ The selected carpet (09680) meets the requirement. APM13A: Reference 01811, 2.1, V1. – Delete reference. APM14: Reference 01811, 2.1, Y. – The selected carpet (09680) meets the requirement. APM15: Reference 09250 Gypsum Drywall. – Delete technical specification. See new 09250

Gypsum Drywall attachment. New technical specification meets the requirement 2.1, EE/01811.

APM16: Reference Draft Agreement Article 2.1, 5. ‐ The building permit fees are a reimbursable

cost item. APM17: Reference Draft Agreement Article 6.1. ‐ The building permit fees are not to be included in

the total construction price. APM18: Reference Draft Agreement Article 2.1, 5. – The water and sanitary sewer connection fees

are a reimbursable cost item. APM19: Reference Draft Agreement Article 6.1. ‐ The water and sanitary sewer connection fees

are not to be included in the total construction price. APM20: Reference 12492, Part 3 Execution, 3.04 Horizontal Mini Blind Schedule – 1” mini blinds

shall be installed in the lower glazing of Meeting Room 107. Storefront elevations 1&2/A5.1 details the blinds location. Building section 8/A4.1 details the blinds location. See architectural sheet A5.1 for revisions.

APM21: Reference 12493, Part 3 Execution, 3.04 Horizontal Mini Blind Schedule – 2” mini blinds

shall be installed in the south and southeast curtain wall of Collection 102. Storefront elevations 13&14/A5.1 details the blinds location. Building section 8/A4.4 details blinds location. See architectural sheet A5.1 for revisions.

APM22: Reference 12494, Part 3 Execution, 3.04 Contact Shade Schedule – Contact Shades shall be installed in the upper glazing of Meeting Room 107. Storefront elevations 1&2/A5.1 details the shades location. Building section 8/A4.1 details the shades location. See architectural sheet A5.1 for revisions.

APM23: Reference 12494, Part 2 Products, A.2.a. Clutch – Delete Option. APM24: Reference 12494, Part 2 Products, A.2.b. Clutch – As a basis of design, provide Somfy U.L.

approved motorized shade system for raising and lowering. Insulated engineered motor shall be mounted inside shade tube and operates on 110 volts.

APM25: Reference 07218, Spray Insulation ‐ Icynene is an acceptable product. APM26: Reference 10255, Stucco Wall Systems – Dryvit Outsulation Plus MD is not an acceptable

product. The system does not meet the technical specification. If Dryvit has another system or product without expanded polystyrene insulation and is comparable to the technical specification, the bidder can provide data sheets, application instructions and details for approved substitution.

Modification to Drawings: Architectural: A1: Reference Architectural Sheet LS1.1. – Clarification: Fire rated walls shall comply with UL

Assembly Rating 532. All exterior walls, interior SIP’s (structural) rectangular columns shall comply with the UL Rating assembly. See attached architectural sheet LS1.1.

A2: Reference Architectural Sheet A1.4. – The chair‐rail profile detail has been added to sheet

A1.4. See attached revision, A1.4, detail 4&5. A3: Reference Architectural Sheet G1.2. ‐ The drawings have been updated to reflect the

2008 National Electrical Code. See revised architectural sheet G1.2. (Leon County, Building Officials Comments)

A4: Reference Architectural Sheet A6.1. ‐ The drawings have been updated to reflect the grab‐

bars to be mounted at 33‐36” above finished floor per Section 11‐4.17.6 FBC. See revised architectural sheet A6.1 (Leon County, Building Officials Comments)

A5: Reference Architectural Sheet A6.1. ‐ The drawings have been updated to reflect the

maximum toe clearance shall be 6” to the back edge of sink per Section 11‐4.17.4 FBC. See revised architectural sheet A6.1. (Leon County, Building Official Comments)

A6: Reference Architectural Sheet A6.1 ‐ The drawings have been updated to clearly delineate

the turning spaces required by Section 11‐4.22.3 FBC for Rooms 103, 104, 106A, 106B & 113. See revised architectural sheet A6.1. (Leon County, Building Official Comments)

A7: Reference Architectural Sheet A3.1 detail 1 and Architectural Sheet A4.3 details 2, 6 &7 ‐ Details have been revised to show spray insulation. See APM26:

A8: Reference Architectural Sheet A1.1. ‐ Restroom walls have been modified and clarified. A9: Reference Architectural Sheet A1.1. – Wall Types have been revised. A10: Reference Architectural Sheet A5.3. – Door hardware schedule has been revised. Structural: S1: Reference Structural Sheet S‐1.3. – The table indicating the SIPS Wall Configuration has

been revised to reference the appropriate sheet number. Old sections cuts that no longer apply have been delete.

S2: Reference Structural Sheet S‐1.5. ‐ Section Mark B/S‐4.5 has been relocated to its’ proper

location. S3: Reference Structural Sheet S‐2.2. ‐ Column Pad Footing Schedule has been edited to

match the schedule on sheet S‐1.1. S4: Reference Structural Sheet S‐0.1, Note‐3/S‐01 – TESTING ‐ The Owner will be responsible

for all testing. Geotechnical Engineer fees are a reimbursable cost item. S5: Reference Structural Sheet S1.3. ‐ Exterior Restroom wall has been added.

J O H N S O N P E T E R S O N A r c h i t e c t s

Eastside Library GYPSUM DRYWALL 09250 -1

SECTION 09250 - GYPSUM DRYWALL PART 1 GENERAL 1.01 SUMMARY A. Section Includes: Glass-mat faced, moisture resistant gypsum board. 1.02 REFERENCES A. ASTM International (ASTM): 1. ASTM C473 Standard Test Methods for Physical Testing of Gypsum Panel Products. 2. ASTM C518 Standard Test Method for Steady-State Thermal Transmission Properties by Means

of the Heat Flow Meter Apparatus. 3. ASTM C630 Standard Specification for Water-Resistant Gypsum Backing Board. 4. ASTM C840 Standard Specification for Application and Finishing of Gypsum Board. 5. ASTM C1396 Standard Specification for Gypsum Board. 6. ASTM C1658 Standard Specification for Glass Mat Gypsum Panels. 7. ASTM D3273 Standard Test Method for Resistance to Growth of Mold on the Surface of Interior

Coatings in an Environmental Chamber. 8. ASTM E84 Standard Test Method for Surface Burning Characteristics of Building Materials. B. Gypsum Association (GA): GA-214 Recommended Levels of Gypsum Board Finish. 1.03 SUBMITTALS A. Product Data: Manufacturer’s specifications and installation instructions for each product specified. 1.04 QUALITY ASSURANCE A. Regulatory Requirements: Provide products that comply with the following limits for surface burning

characteristics when tested per ASTM E84: 1. Flame spread: 25, maximum. 2. Smoke developed: 450, maximum. B. Provide products that have been GREENGUARD Indoor Air Quality Certified by the GREENGUARD

Environmental Institute under the GREENGUARD Standard for Low Emitting Products and GREENGUARD for Children & Schools product certification program.

1.05 WARRANTY A. Provide products that offer six months of coverage against in-place exposure damage

(delamination, deterioration and decay). B. Manufacturer’s Warranty: Three years against manufacturing defects. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Georgia-Pacific Gypsum LLC: 1. Fiberglass-Mat Faced Gypsum Board: DensArmor Plus. 2. Fire-Rated Fiberglass-Mat Faced Gypsum Board: DensArmor Plus Fireguard. B. United States Gypsum C. Gold Bond 2.02 MATERIALS A. 5/8 Inch Fire-Rated Fiberglass-Mat Faced Gypsum Board: 1. Thickness: 5/8 inch. 2. Width: 4 feet. 3. Length: 8 feet.



4. Weight: 2570 pounds per M square feet. 5. Edges: Tapered. 6. Surfacing: Coated fiberglass mat on face, back, and long edges. 7. Flexural Strength, Parallel (ASTM C473, ASTM C1658): Not less than 100 lbf. 8. Flexural Strength, Perpendicular (ASTM C473, ASTM C1658): Not less than 140 lbf. 9. R-Value (ASTM C518): Not less than 0.67. 10. Nail Pull Resistance (ASTM C473, ASTM C1658): Not less than 90 lbf. 11. Humidified Deflection (ASTM C473, ASTM C1658): Not more than 1/8 inch. 12. Hardness, Core, Edges, and Ends (ASTM C473, ASTM C1396): Not less than 15. 13. Water Absorption (ASTM C630, ASTM C1396, ASTM C1658): Less than 5 percent of weight. 14. Mold Resistance (ASTM D3273): 10, in a test as manufactured. 15. Acceptable Products: a. 5/8 Inch DensArmor Plus Fireguard Interior Guard Type X, Georgia-Pacific Gypsum. b. 5/8 Inch DensArmor Plus Abuse Guard, Georgia-Pacific Gypsum. 2.03 STEEL FRAMING FOR WALLS AND PARTITIONS A. Steel Studs and Runners: ASTM C 645, with flange edges of studs bent back 90 deg. and doubled

over to form 3/16" minimum lip (return) and complying with the following requirements for minimum thickness of base (uncoated) metal and for depth:

Thickness: 0.0179 inch, unless otherwise indicated. Depth: 3-5/8 inches, unless otherwise indicated.

B. Steel Rigid Furring Members: ASTM C 645, depth and minimum thickness of base (uncoated) metal as

follows:

Depth: 1-1/2 inch. Thickness: 0.0179 inch, unless otherwise indicated.

C. Z-Furring Members: Manufacturer's standard zee-shaped furring members with slotted or nonslotted

web, fabricated from hot-dip galvanized steel sheet complying with ASTM A 525, Coating Designation G60; with a minimum base metal (uncoated) thickness of 0.0179 inch, face flange of 1-1/4 inches, wall-attachment flange of 7/8 inch, and of 1-1/2 inches in depth.

D. Fasteners: Provide fasteners of type, material, size, corrosion resistance, holding power and other

properties required to fasten steel framing and furring members securely to substrates involved; complying with the recommendations of gypsum drywall manufacturers for applications indicated.

2.04 GLASS MESH MORTAR UNITS A. Proprietary backing units with glass mesh fiber mesh reinforcing and water resistant coating on both

faces, complying with one of the following requirements: B. Cement-Coated Portland Cement Panels: High density portland cement surface coating on both faces

and lightweight concrete core composed of portland cement and expanded ceramic aggregate; fabricated in panels 7/16 inch thick by 36 inches wide by 36, 48, or 60, 64, or 72 inches long; and weighing 3.2 - 3.8 lbs per sq. ft.

C. Vinyl-Coated Portland Cement Panels: Core formed in a continuous process from aggregated

portland cement slurry and reinforced with vinyl-coated woven glass fiber mesh embedded in both surfaces, with one face smooth and other textured; fabricated in panels 1/2 inch thick and by 36 inches wide by 48, 60, and 72 inches long; and weighing 3 lbs per sq. ft.

D. Products: Subject to compliance with requirements, provide one of the following products to be used

in all shower/bath locations and where noted: 1. "Wonder-Board"; Modulars Inc.



2. "Durock Tile Backer Board"; Durabond Div., USG Industries, Inc. 2.05 TRIM ACCESSORIES A. Cornerbead and Edge Trim for Interior Installation: Provide corner beads, edge trim and control joints

which comply with ASTM C 1047 and requirements indicated below: B. Material: Formed metal, plastic or metal combined with paper, with metal complying with the

following requirement: C. Sheet steel coated with zinc by hot-dip or electrolytic processes, or with aluminum. D. Edge trim shapes indicated below by reference to designations of Fig. 1 in ASTM C 1047:

1. "LC" Bead, unless otherwise indicated. 2. "LK" Bead with square nose for use with kerfed jambs. 3. "L" Bead where necessary. 4. "U" Bead where necessary.

2.06 GYPSUM BOARD JOINT TREATMENT MATERIALS A. Provide materials complying with ASTM C 475, ASTM C 840, and recommendations of manufacturer of

both gypsum board and joint treatment materials for the application indicated. B. Joint Tape: Paper reinforcing tape, unless otherwise indicated. C. Drying-Type Joint Compounds: Factory-prepackaged vinyl-based products complying with the

following requirements for formulation and intended use. D. Ready-Mix Formulation: Factory-premixed product. E. All-purpose compound formulated for use as both taping and topping compound. PART 3 EXECUTION 3.01 INSTALLATION A. General: In accordance with ASTM C840 and the manufacturer’s recommendations. 1. Manufacturer’s Recommendations: a. Current “Product Catalog”, Georgia-Pacific Gypsum. b. Current “Product Catalog”, United States Gypsum c. Current “Product Catalog”, Gold Bond 3.02 APPLICATION A. Primer and Paint Application: 1. Use a high quality, high build drywall primer/surfacer. Comply with application instructions of

the primer manufacturer as stated on the container. 2. Apply high build primer at a sufficient wet film thickness to ensure a dry film thickness that will

produce acceptable results. 3. Apply finish coats of paint per the paint manufacturer’s label instructions. 3.03 PROTECTION A. Protect gypsum board installations from damage and deterioration until the date of Substantial

Completion.

END OF SECTION


SECTION 09910 - PAINTS AND COATINGS

PART 1 GENERAL

1.01 SECTION INCLUDES A. Surface preparation. B. Field application of paints, stains, varnishes, and other coatings.

1.02 REFERENCES A. ASTM D 16 - Standard Terminology for Paint, Coatings, Materials, and Applications;

1998b. B. ASTM D 4442 - Standard Test Methods for Direct Moisture Content Measurement of

Wood and Wood-Base Materials; 1992 (Reapproved 1997). C. NACE (IMP) - Industrial Maintenance Painting; NACE International; Edition date

unknown. D. SSPC (PM1) - Steel Structures Painting Manual, Vol. 1, Good Painting Practice; Society

for Protective Coatings; 1993, Third Edition. E. SSPC (PM2) - Steel Structures Painting Manual, Vol. 2, Systems and Specifications;

Society for Protective Coatings; 1995, Seventh Edition. F. Division 1 Section “LEED Requirments”

1.03 DEFINITIONS A. Conform to ASTM D 16 for interpretation of terms used in this section.

1.04 SUBMITTALS A. See Section 01300 - Administrative Requirements, for submittal procedures. B. Product Data: Provide data on all finishing products. C. Samples: Submit two painted samples, illustrating selected colors and textures for

each color and system selected with specified coats cascaded. Submit on aluminum sheet, 6x6 inch in size.

D. Manufacturer's Instructions: Indicate special surface preparation procedures.

Eastside Library PAINT 09910-1


E. Maintenance Data: Submit data on cleaning, touch-up, and repair of painted and coated surfaces.

1.05 QUALITY ASSURANCE

A. Manufacturer Qualifications: Company specializing in manufacturing the Products

specified in this section with minimum three years documented experience. B. Applicator Qualifications: Company specializing in performing the work of this section

with minimum 3 years experience.

1.06 REGULATORY REQUIREMENTS A. Conform to applicable code for flame and smoke rating requirements for products and

finishes.

1.07 DELIVERY, STORAGE, AND PROTECTION A. Deliver products to site in sealed and labeled containers; inspect to verify acceptability. B. Container Label: Include manufacturer's name, type of paint, brand name, lot number,

brand code, coverage, surface preparation, drying time, cleanup requirements, color designation, and instructions for mixing and reducing.

C. Paint Materials: Store at minimum ambient temperature of 45 degrees F (7 degrees C)

and a maximum of 90 degrees F (32 degrees C), in ventilated area, and as required by manufacturer's instructions.

1.08 ENVIRONMENTAL REQUIREMENTS

A. Do not apply materials when surface and ambient temperatures are outside the

temperature ranges required by the paint product manufacturer. B. Do not apply exterior coatings during rain or snow, or when relative humidity is outside

the humidity ranges required by the paint product manufacturer. C. Minimum Application Temperatures for Latex Paints: 45 degrees F (7 degrees C) for

interiors; 50 degrees F (10 degrees C) for exterior; unless required otherwise by manufacturer's instructions.

D. Minimum Application Temperature for Varnish Finishes: 65 degrees F (18 degrees C)

for interior or exterior, unless required otherwise by manufacturer's instructions. E. Provide lighting level of 80 ft candles (860 lx) measured mid-height at substrate

surface.



PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Paints:

1. Sherwin-Williams Co. 2. ICI Paints North America. 3. Benjamin Moore & Co.

2.02 PAINTS AND COATINGS - GENERAL

A. Paints and Coatings: Ready mixed, except field-catalyzed coatings. Prepare pigments:

1. To a soft paste consistency, capable of being readily and uniformly dispersed to a homogeneous coating.

2. For good flow and brushing properties. 3. Capable of drying or curing free of streaks or sags.

2.03 PAINT SYSTEMS

INTERIOR - USGBC LEED09® -NC/CI/CS SPECIFICATION DRYWALL - (Walls, Gypsum Board, etc.) 1st Coat: S-W ProGreen 200 Interior Latex Primer, B28W600 (4 mils wet, 1.5 mils dry per coat) 2nd Coat: S-W ProGreen 200 Eg-Shel, B20-650 Series 3rd Coat: S-W ProGreen 200 Eg-Shel, B20-650 Series (4 mils wet, 1.6 mils dry per coat) DRYWALL - (Ceilings, Gypsum Board, etc.) 1st Coat: S-W ProGreen 200 Interior Latex Primer, B28W600 (4 mils wet, 1.5 mils dry per coat) 2nd Coat: S-W ProGreen 200 Flat, B30-600 Series 3rd Coat: S-W ProGreen 200 Flat, B30-600 Series (4 mils wet, 1.8 mils dry per coat) DRYWALL -Epoxy System (Water Base) 1st Coat: S-W ProMar 200 Interior Latex Primer, B28W200 (4 mils wet, 1.1 mils dry per coat) 2nd Coat: S-W Pro Industrial Pre-Catalyzed Waterbased Epoxy, K46-151 Series 3rd Coat: S-W Pro Industrial Pre-Catalyzed Waterbased Epoxy, K46-151 Series (4 mils wet, 1.5 mils dry per coat) MASONRY - (CMU - Concrete, Split Face, Scored, Smooth, High Density, Low Density, Fluted) 1st Coat: S-W PrepRite Block Filler, B25W25 (16 mils wet, 8 mils dry)



2nd Coat: S-W ProGreen 200 Eg-Shel, B20-650 Series 3rd Coat: S-W ProGreen 200 Eg-Shel, B20-650 Series (4 mils wet, 1.6 mils dry per coat) CONCRETE - (Walls & Ceilings, Poured Concrete, Precast Concrete, Unglazed Brick, Cement Board,

Tilt-Up, Cast-In-Place) including PLASTER - (Walls, Ceilings) 1st Coat: S-W Loxon Masonry Primer, A24W8300 (7 mils wet, 3 mils dry) 2nd Coat: S-W ProGreen 200 Eg-Shel, B20-650 Series 3rd Coat: S-W ProGreen 200 Eg-Shel, B20-650 series (4 mils wet, 1.6 mils dry per coat) METAL - (Aluminum, Galvanized)

1st Coat: S-W Pro Industrial Pro-Cryl Universal Primer, B66-310 Series (5-10 mils wet, 2-4 mils dry) 2nd Coat: S-W ProClassic Waterborne Acrylic Semi-Gloss, B31 Series 3rd Coat: S-W ProClassic Waterborne Acrylic Semi-Gloss, B31 Series (4 mils wet, 1.4 mils dry per coat) METAL - (Structural Steel Columns, Joists, Trusses, Beams, Miscellaneous & Ornamental Iron, Structural Iron, Ferrous Metal) 1st Coat: S-W Pro Industrial Pro-Cryl Universal Primer, B66-310 Series (5-10 mils wet, 2-4 mils dry) 2nd Coat: S-W ProClassic Waterborne Acrylic Semi-Gloss, B31 Series 3rd Coat: S-W ProClassic Waterborne Acrylic Semi-Gloss, B31 Series

(4 mils wet, 1.4 mils dry per coat) METAL - (Structural Steel Columns, Joists, Trusses, Beams, Miscellaneous & Ornamental Iron, Structural Iron, Ferrous Metal) Alkyd Topcoat System 1st Coat: S-W Pro Industrial Pro-Cryl Universal Primer, B66-310 Series (5-10 mils wet, 2-4 mils dry) 2nd Coat: S-W ProClassic XP™ Alkyd Semi-Gloss, B34W8551 3rd Coat: S-W ProClassic XP™ Alkyd Semi-Gloss, B34W8551 (4 mils wet, 3.7 mils dry per coat) WOOD - Painted (Walls, Ceilings, Doors, Trim) 1st Coat: S-W PrepRite ProBlock Latex Primer, B51 Series (4 mils wet, 1.4 mils dry) 2nd Coat: S-W ProClassic Waterborne Acrylic Semi-Gloss, B31 Series 3rd Coat: S-W ProClassic Waterborne Acrylic Semi-Gloss, B31 Series (4 mils wet, 1.4 mils dry per coat) WOOD - Stain and Varnish System (Walls, Ceilings, Doors, Trim) 1st Coat: S-W Minwax 250 VOC Stains 2nd Coat: S-W WoodClassics Waterborne Polyurethane Varnish, A68 Series



3rd Coat: S-W WoodClassics Waterborne Polyurethane Varnish, A68 Series (4 mils wet, 1.0 mil dry per coat) EXTERIOR LOW VOC SPECIFICATION CONCRETE - (Cementitious Siding, Flexboard, Transite Board, Shingles (Non-Roof), Common Brick, Stucco, Tilt-up, Precast, and Poured-in-place Cement)

1st Coat: S-W Loxon Acrylic Masonry Primer, A24W8300 (8 mils wet, 3.2 dry) 2nd Coat: S-W Resilience™ Latex Satin, K43 Series 3rd Coat: S-W Resilience™ Latex Satin, K43 Series (4 mils wet, 1.44 mils dry per coat) MASONRY (Concrete Masonry Units [CMU]- Cinder or Concrete Block) 1st Coat: S-W Loxon Block Surfacer, A24W200 (16 mils wet, 8 mils dry) 2nd Coat: S-W Resilience™ Latex Satin, K43 Series 3rd Coat: S-W Resilience™ Latex Satin, K43 Series (4 mils wet, 1.44 mils dry per coat) METAL - (Misc. Iron, Ornamental Iron, Structural Iron & Steel, Ferrous Metal) 1st Coat: S-W Pro Industrial™ Pro-Cryl Universal Primer, B66-310 Series (5-10 mils wet, 2-4 mils dry) 2nd Coat: S-W Pro Industrial™ Zero VOC Semi-Gloss Acrylic, B66-650 Series 3rd Coat: S-W Pro Industrial™ Zero VOC Semi-Gloss Acrylic, B66-650 Series (2.5-4 mils dry per coat) WOOD – Stain (Trim, Beams, Shutters, Sashes) 1st Coat: S-W Minwax 250 VOC Stains 2nd Coat: S-W Minwax Helmsman Water-Based Int-Ext Spar Varnish 3rd Coat: S-W Minwax Helmsman Water-Based Int-Ext Spar Varnish PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that surfaces are ready to receive Work as instructed by the product

manufacturer. B. Examine surfaces scheduled to be finished prior to commencement of work. Report

any condition that may potentially affect proper application. C. Test shop-applied primer for compatibility with subsequent cover materials.



D. Measure moisture content of surfaces using an electronic moisture meter. Do not apply finishes unless moisture content of surfaces are below the following maximums: 1. Plaster and Gypsum Wallboard: 12 percent. 2. Exterior Wood: 15 percent, measured in accordance with ASTM D 4442.

3.02 PREPARATION

A. Surfaces: Correct defects and clean surfaces which affect work of this section. Remove

or repair existing coatings that exhibit surface defects. B. Plaster Surfaces to be Painted: Fill hairline cracks, small holes, and imperfections with

latex patching plaster. Make smooth and flush with adjacent surfaces. Wash and neutralize high alkali surfaces.

C. Galvanized Surfaces to be Painted: Remove surface contamination and oils and wash

with solvent. Apply coat of etching primer. D. Shop-Primed Steel Surfaces to be Finish Painted: Sand and scrape to remove loose

primer and rust. Feather edges to make touch-up patches inconspicuous. Clean surfaces with solvent. Prime bare steel surfaces. Re-prime entire shop-primed item.

E. Exterior Wood to Receive Opaque Finish: Remove dust, grit, and foreign matter. Seal

knots, pitch streaks, and sappy sections. Fill nail holes with tinted exterior calking compound after prime coat has been applied. Back prime concealed surfaces before installation.

3.03 APPLICATION

A. Apply products in accordance with manufacturer's instructions. B. Where adjacent sealant is to be painted, do not apply finish coats until sealant is

applied. C. Do not apply finishes to surfaces that are not dry. Allow applied coats to dry before

next coat is applied. D. Apply each coat to uniform appearance. Apply each coat of paint slightly darker than

preceding coat unless otherwise approved. E. Sand wood surfaces lightly between coats to achieve required finish. F. Vacuum clean surfaces of loose particles. Use tack cloth to remove dust and particles

just prior to applying next coat. G. Where clear finishes are required, tint fillers to match wood. Work fillers into the grain

before set. Wipe excess from surface.



3.04 CLEANING

A. Collect waste material that may constitute a fire hazard, place in closed metal

containers, and remove daily from site.

END OF SECTION


JO H N SO N

PET ER SO NA R C H IT EC T S

9 3 0 TH O M A SV ILLE R D . STE . 1

T A LLA H A SSEE, FL 3 23 0 3

8 5 0 .2 2 4 .9 7 0 0 V O IC E

8 5 0 .2 2 4 .97 9 7 FA X

w w w .jp arch itec ts .co m

R EG # A A 0 01 2 1 5

D R A W N PH A SE C H EC K D A TE

I JO H N SO N

R EV IS IO N S

# D A TE C O M M EN T S

I JO H N SO N

D D

5 0 % C D

8 0 % C D

1 0 0 % C D R

1 0 0 % C D

I JO H N SO N

I JO H N SO N

I JO H N SO N

0 7 .2 0 .0 9

0 9 .2 2 .0 9

1 1 .2 5 .0 9

0 1 .1 1 .1 0

0 2 .2 4 .1 0

1 0 4 /2 2 /1 0 LEO N C O U N T Y C O M M EN T S

2 A D D EN D U M # 10 5 /1 9 /1 0

LEO N

C O U N T Y -

EA ST S ID E

BR A N C H

LIBR A R Y

1 0 0 %

C O N ST R U C T IO N

D O C U M EN T S

IN D EX SH EET

G1.2

JPA PR O JEC T # 0 61 4 .0 0 1

D SH U LER

JPA - PM D O U G SH U LER

d shu ler@ jp arch itec ts .co m

D SH U LER

D SH U LER

D SH U LER

D SH U LER

R.O. ROUGH OPENING

F.P. FIRE PARTITION, FIRE PROTECTION

FOOTINGFURRING

FIRE RATED, FIRE RISER

FOOT, FEETFRAME

GYPSUM BOARD

GRADE

GLASS, GLAZING

GALVANIZEDGAUGE

GLASS BLOCK

GYPSUM SHEATHING

GYPSUM WALLBOARDGYPSUMGYPSUM BOARD

GL.GLB

GR.G.S.

GYP.GYP BD

G.W.B.

F.R.

FR.FT.

FURR.FTG.

GGA.GALV.GB

GAS

EXIST. EXISTING

EXTERIOR, EXTRUDEDEXPOSED, EXPANSION

FIRE HOSE & EXTINGUISHER CABINETFIRE HOSE CABINET

FIGURE

FINISHED FLOOR ELEVATION

FINISH FLOORFIRE EXTINGUISHER CABINETFIRE EXTINGUISHERFLOOR DRAINFACE OF BRICK

FINISH

FACE OF STUDS

FLUORESCENTFOUNDATION

FLASHINGFLOORFIXTURE

F.H.C.

FIG.F.H.&E.C.

FIN.FIXT.

FLASHG.FL., FLR.

FNDN.F.O.S.

FLUOR.

EXP.EXT.

FBF.D.F.E.F.E.C.F.F.

F.F.E.

DOWN

EXPANSION JOINTEXTERIOR INSULATION FINISH SYSTEM

DRAWINGSDRAWINGDETAILDOWNSPOUTDRAWERDOOR, DRESSING ROOM

ELEVATIONELEVATOR

EXPOSED STRUCTURE

ELECTRIC WATER COOLEREACH WAY

EXHAUST

EQUAL

DIMENSIONDIVISION, DIVIDED

EACHEA.

E.J.EIFS

ELEV.ELEV.,EL.EQ., EQL.

E.W.E.S.

EXH.E.W.C.

DN.

D.S.DRWR.DR., D.R.

DTL.

DWG'SDWG

DIM.DIV.

TOPTP.

UNLESS NOTED OTHERWISE

VINYL COMPOSITION TILE

WATER HEATER

WATER CLOSETW/C

W.H.

WDWWD.

W/W.

WAINS.W.C.

WHEELCHAIR

WINDOWWOOD

WAINSCOT

WEST, WIDTHWITH

UTIL.

VCTV.B.

VEST.

U.N.O.

UR.UTILITY

VINYL BASE

VESTIBULE

URINAL

STAINLESS STEEL

SOUTH, SIMILAR

REVOLUTIONS PER MINUTE

SQ.FT. SQUARE FEET

THRESH.

TOIL., T.THRU

T

S.S.,S/S

STOR.,STO.STRUCT.

STL.

THRESHOLDTHROUGH

TITLE

TOILET

STORAGESTRUCTURAL

STEEL

SCHED.,SCH.S.F.

SQ.

SHT.

SIM.

SHTHG.

R.P.M.

S

SQUARE FEET

SQUARE

SHEATHING

SIMILAR

SHEET

SCHEDULE

A.F.F. ABOVE FINISH FLOOR

CONTROL JOINTC.J.CLOSETCEILING

COUNTERCOLUMN

CONTINUOUS

CONSTRUCTIONCONCRETE

COORDINATE

CERAMIC TILE

CUBICCOLD WATER

COUNTER, CENTER

DEPARTMENT

DIAMETERDRINKING FOUNTAIN

CUBIC YARD

DIAGONAL, DIAGRAM

CORRIDOR, CORRUGATED

CONCRETE MASONRY UNIT

CORR.

CTR.CT

C.W.CU.

DEPT.D.F.

DIAG.DIA.

C.Y.

CL., CLO.CLG.

COL.CNTR.

CONC

CONT.

CONST.

COORD.

CMU

ALUMINUM

APPROXIMATE

ACOUSTIC TILEARCHITECTURAL

BUILDINGBLOCK(ING)

BEARING

CABINET

BOTTOM

BOTTOM

ACCESS PANEL, ACOUSTICAL PANEL

CAST IRON PIPE

CONCRETE IN PLACE,CUBIC FOOT PER MINUTE

CAST IN PLACE CONCRETE,

CONCRETE

BOT., BTM.

BT.

C., CAB.

BRG., BRNG

C.I.P.CFMC., CONC.

ALUM.

APP.,A.P.

A.T.ARCH.APPROX.

BLK(G).BLDG.

DIAMETER, ROUNDCENTER LINE

PERCENTINCHES

AIR CONDITIONEDACOUSTIC, ACOUSTICAL

ACCESS DOOR, AREA DRAINACOUSTIC CEILING TILEAIR CONDITIONING UNIT

PROPERTY LINE, PLATE

FEET'"%

w

ACOUST.A/C

A.D.ACTA.C.U.

&

@LO

CAT

AND

LAM. LAMINATE

N.T.S. NOT TO SCALE

REFRIGERATOR

REINFORCING(ED)REGLET, REGISTER

POLYVINYL CHLORIDE

PRESSURE TREATEDPAINT, PAINTED, POINT

PLATE, PROPERTY LINE

PVMT. PAVEMENT

REG.REF.,RFG.

REQ'D.

REINF.

RM.

RAD.RBR.D.REC.

REQUIREDROOM

RECYCLEROOF DRAINRUBBER BASERADIUS

OPG., OPNG

P ,

PNL.

PTP.T.

P.V.C.

OPP.

PANEL

OPPOSITEOPENING

MANUFACTURERMANUFACTURED

MOULDING, MOLDINGMISCELLANEOUSMINIMUM, MINUTE

MASONRY OPENING

NOT IN CONTRACT

MIN.

MTL

N.N.I.C.NO.

MISC.MLDG.

MOD.M.O.

METAL

NUMBER

NORTH

MODIFIED

MAX.

MED.MECH.

MFGR.MFD.,MFG.

L.F.LB., LBS.

MAT.MAXIMUM

MEDIUMMECHANIC(AL)

LINEAR FEETPOUNDS

MATERIAL

INSIDE DIAMETER

HEATING, VENTILATION, & AIR COND.

HOLLOW METAL

HR. HOUR

IN.

INT., INTR.INSUL.

JAN.

H.V.A.C.H.W.

I.D., IDINCH(ES)

JANITOR

INTERIORINSULATION

HOT WATER

H/C H'CAP.

HDW.

HORIZ.H.M.

HDWR.,HW.,

H., HT.HANDICAPPED

HORIZONTAL

HARDWARE

HEIGHT

GALVANIZED METAL STUDGMS

O.H. OVER HANG

CLEAR FLOOR SPACECFS

SUPPL. SUPPLEMENT

A BBREV IA T IO N S (A RC H IT EC T U RA L)

N O R T H

NORTH ARROWSHEET CUT ON

DOOR & FRAMEELEVATION REFERENCE

SHEET SHOWN ON

SHEET SHOWN ON

DETAIL NUMBER

ELEVATION NUMBER

SHEET SHOWN ON

SECTION NUMBER

EXTERIOR ELEVATION MARK ARCHITECTURAL SYMBOLS

DETAIL MARK

INTERIOR ELEVATION MARK

SECTION MARK

PLA N & SEC T IO N IN D IC A T IO N S

X

X

X

X

X

X

X

X

IN D EX O F D R A W IN G S

T H E C O N T R A C T O R SH A LL M A K E A V A ILA BLE T O

T H E BU ILD IN G IN SPEC T O R A N Y

D O C U M EN T A T IO N N EC ESSA R Y T O V ER IFY

T H A T A LL PR O D U C T S R EQ U IR IN G A PPR O V A L

PER FS 5 5 3 .8 4 2 & 9 B-7 2 -FA C A R E IN

C O M PL IA N C E .

M IA M I-D A D E N O A S, SBC C I, IC C O R O T H ER

A G EN C Y A PPR O V A L N U M BER S W ILL N O T BE

A C C EPT ED A S FLO R ID A PR O D U C T A PPR O V A L

N U M BER S

FLO R ID A BU ILD IN G C O D E, BU ILD IN G (FBC -B )

FLO R ID A BU ILD IN G C O D E, M EC H A N IC A L (FBC -M )

FLO R ID A BU ILD IN G C O D E, FU EL G A S (FBC FG )

FLO R ID A BU ILD IN G C O D E, PLU M BIN G (FBC -P )

FLO R ID A F IR E PR EV EN T IO N C O D E (FFPC )

N A T IO N A L ELEC T R IC A L C O D E (N EC )

*U SE 2 0 0 9 SU PPLEM EN T S

FLO R ID A BU ILD IN G C O D E

FBC -B - 2007 ED IT IO N

G EN ER A L N O T ES :

LO C A T IO N A N D M A PS

BRITISH THERMAL UNITSBTU

TYPICALTYP.

G 1 .1G 1 .1G 1 .1G 1 .1

G 1 .2G 1 .2G 1 .2G 1 .2

C 1 .0C 1 .0C 1 .0C 1 .0

C 1 .1C 1 .1C 1 .1C 1 .1

C 1 .2C 1 .2C 1 .2C 1 .2

C 2 .0C 2 .0C 2 .0C 2 .0

C 3 .0 - RC 3 .0 - RC 3 .0 - RC 3 .0 - R

C 3 .1C 3 .1C 3 .1C 3 .1

C 4 .0C 4 .0C 4 .0C 4 .0

C 4 .1C 4 .1C 4 .1C 4 .1

C 5 .0C 5 .0C 5 .0C 5 .0

C 6 .0C 6 .0C 6 .0C 6 .0

C 7 .0C 7 .0C 7 .0C 7 .0

L1 .0L1 .0L1 .0L1 .0

L1 .1L1 .1L1 .1L1 .1

L2 .0L2 .0L2 .0L2 .0

L2 .1L2 .1L2 .1L2 .1

A 0 .0A 0 .0A 0 .0A 0 .0

A 0 .1A 0 .1A 0 .1A 0 .1

A 0 .2A 0 .2A 0 .2A 0 .2

A 1 .0A 1 .0A 1 .0A 1 .0

LS1 .1LS1 .1LS1 .1LS1 .1

A 1 .1A 1 .1A 1 .1A 1 .1

A 1 .2A 1 .2A 1 .2A 1 .2

A 1 .3A 1 .3A 1 .3A 1 .3

A 1 .4A 1 .4A 1 .4A 1 .4

A 2 .1A 2 .1A 2 .1A 2 .1

A 3 .1A 3 .1A 3 .1A 3 .1

A 3 .2A 3 .2A 3 .2A 3 .2

A 4 .1A 4 .1A 4 .1A 4 .1

A 4 .2A 4 .2A 4 .2A 4 .2

A 4 .3A 4 .3A 4 .3A 4 .3

A 4 .4A 4 .4A 4 .4A 4 .4

A 5 .1A 5 .1A 5 .1A 5 .1

A 5 .2A 5 .2A 5 .2A 5 .2

A 5 .3A 5 .3A 5 .3A 5 .3

A 6 .1A 6 .1A 6 .1A 6 .1

A 7 .1A 7 .1A 7 .1A 7 .1

A 7 .2A 7 .2A 7 .2A 7 .2

A 8 .1A 8 .1A 8 .1A 8 .1

A 8 .2A 8 .2A 8 .2A 8 .2

A 8 .3A 8 .3A 8 .3A 8 .3

S- 0 .1S- 0 .1S- 0 .1S- 0 .1

S- 1 .1S- 1 .1S- 1 .1S- 1 .1

S- 1 .2S- 1 .2S- 1 .2S- 1 .2

S- 1 .3S- 1 .3S- 1 .3S- 1 .3

S- 1 .4S- 1 .4S- 1 .4S- 1 .4

S- 1 .5S- 1 .5S- 1 .5S- 1 .5

S- 1 .6S- 1 .6S- 1 .6S- 1 .6

S- 2 .1S- 2 .1S- 2 .1S- 2 .1

S- 2 .2S- 2 .2S- 2 .2S- 2 .2

S- 2 .3S- 2 .3S- 2 .3S- 2 .3

S- 2 .4S- 2 .4S- 2 .4S- 2 .4

C O V ER

IN D EX

BO U N D A R Y SU R V EY

O V ER A LL T O PO G R A PH Y SU R V EY

D EM O LIT IO N T R EES T A BU LA T IO N

D EM O LIT IO N , SED IM EN T A T IO N &

ER O S IO N C O N T R O L

S IT E A N D G EO M ET R Y PLA N

EM ER G EN C Y A C C ESS R O U T E LA Y O U T

D R A IN A G E & G R A D IN G PLA N W /O T R EES

D R A IN A G E & G R A D IN G PLA N W / T R EES

U T IL IT Y PLA N

EN V IR O N M EN T A L LA Y O U T

M ISC ELLA N EO U S D ET A ILS

LA N D SC A PE PLA N

LA N D SC A PE D ET A ILS , PLA N T SC H ED U LE & N O T ES

IR R IG A T IO N PLA N

IR R IG A T IO N N O T ES, D ET A ILS A N D SC H ED U LES

S IT E D ET A ILS

S IT E D ET A ILS

S IG N A G E & M ISC . D ET A ILS

H A R D SC A PE PLA N

L IFE SA FET Y PLA N

FLO O R PLA N

FU R N IT U R E PLA N

R EFLEC T ED C E IL IN G PLA N

FLO O R & W A LL F IN ISH ES

ELEV A T IO N S

BU ILD IN G SEC T IO N S

BU ILD IN G SEC T IO N S

SEC T IO N D ET A ILS




ST O R EFR O N T ELEV A T IO N S

ST O R EFR O N T D ET A ILS

D O O R & W IN D O W D ET A ILS

R EST R O O M D ET A ILS

M ILLW O R K -C A B IN ET R Y

M ILLW O R K -C H EC K -O U T D ESK & BEN C H ES

R O O F PLA N

R O O F D ET A ILS

M EZZA N IN E A C C ESS D ET A ILS

G EN ER A L N O T ES

FO U N D A T IO N PLA N

ST EEL LA Y O U T & M EZZA N IN E PLA N

LO W ER W A LL PLA N

U PPER W A LL PLA N

LO W ER R O O F FR A M IN G PLA N

U PPER R O O F FR A M IN G PLA N

FO U N D A T IO N & C O LU M N PA D D ET A ILS

FO U N D A T IO N & C O LU M N PA D D ET A ILS

ST EEL D ET A ILS

N O T U SED

2 0 0 7 ED IT IO N *

2 0 0 7 ED IT IO N *

2 0 0 7 ED IT IO N *

2 0 0 7 ED IT IO N *

2 0 0 7 ED IT IO N

2 0 0 8 ED IT IO N

LEON COUNTY

PEDRICK ROAD AND HWY 90

RECEPTIONRECP.

S- 2 .5S- 2 .5S- 2 .5S- 2 .5

S- 2 .6S- 2 .6S- 2 .6S- 2 .6

S- 2 .7S- 2 .7S- 2 .7S- 2 .7

S- 2 .8S- 2 .8S- 2 .8S- 2 .8

S- 2 .9S- 2 .9S- 2 .9S- 2 .9

S- 3 .0 1S- 3 .0 1S- 3 .0 1S- 3 .0 1

S- 3 .0 2S- 3 .0 2S- 3 .0 2S- 3 .0 2

S- 3 .0 3S- 3 .0 3S- 3 .0 3S- 3 .0 3

S- 3 .0 4S- 3 .0 4S- 3 .0 4S- 3 .0 4

S- 3 .0 5S- 3 .0 5S- 3 .0 5S- 3 .0 5

S- 3 .0 6S- 3 .0 6S- 3 .0 6S- 3 .0 6

S- 3 .0 7S- 3 .0 7S- 3 .0 7S- 3 .0 7

S- 3 .0 8S- 3 .0 8S- 3 .0 8S- 3 .0 8

S- 3 .0 9S- 3 .0 9S- 3 .0 9S- 3 .0 9

S- 3 .1 0S- 3 .1 0S- 3 .1 0S- 3 .1 0

S- 3 .1 1S- 3 .1 1S- 3 .1 1S- 3 .1 1

S- 3 .1 2S- 3 .1 2S- 3 .1 2S- 3 .1 2

S- 3 .1 3S- 3 .1 3S- 3 .1 3S- 3 .1 3

S- 3 .1 4S- 3 .1 4S- 3 .1 4S- 3 .1 4

S- 4 .1S- 4 .1S- 4 .1S- 4 .1

S- 4 .2S- 4 .2S- 4 .2S- 4 .2

S- 4 .3S- 4 .3S- 4 .3S- 4 .3

S- 4 .4S- 4 .4S- 4 .4S- 4 .4

S- 4 .5S- 4 .5S- 4 .5S- 4 .5

S- 5 .1S- 5 .1S- 5 .1S- 5 .1

S- 5 .2S- 5 .2S- 5 .2S- 5 .2

S- 5 .3S- 5 .3S- 5 .3S- 5 .3

S- 6 .1S- 6 .1S- 6 .1S- 6 .1

M 1 .1M 1 .1M 1 .1M 1 .1

M 1 .2M 1 .2M 1 .2M 1 .2

M 3 .1M 3 .1M 3 .1M 3 .1

M 4 .1M 4 .1M 4 .1M 4 .1

M 4 .2M 4 .2M 4 .2M 4 .2

M 5 .1M 5 .1M 5 .1M 5 .1

P 1 .1P 1 .1P 1 .1P 1 .1

P 2 .1P 2 .1P 2 .1P 2 .1

P 3 .1P 3 .1P 3 .1P 3 .1

E 1 .0E 1 .0E 1 .0E 1 .0

E 1 .1E 1 .1E 1 .1E 1 .1

E 1 .2E 1 .2E 1 .2E 1 .2

E 2 .0E 2 .0E 2 .0E 2 .0

E 2 .1E 2 .1E 2 .1E 2 .1

E 3 .0E 3 .0E 3 .0E 3 .0

E 3 .1E 3 .1E 3 .1E 3 .1

E 3 .2E 3 .2E 3 .2E 3 .2

E 3 .3E 3 .3E 3 .3E 3 .3

T R U SS & R A FT ER D ET A ILS





W A LL SEC T IO N S

W A LL SEC T IO N S

W A LL SEC T IO N S

W A LL SEC T IO N S

W A LL SEC T IO N S

W A LL SEC T IO N S

W A LL SEC T IO N S

W A LL SEC T IO N S

W A LL SEC T IO N S

W A LL SEC T IO N S

W A LL SEC T IO N S

W A LL SEC T IO N S

W A LL SEC T IO N S

W A LL SEC T IO N S

W A LL SEC T IO N S

W A LL SEC T IO N S

W A LL SEC T IO N S

W A LL SEC T IO N S

W A LL SEC T IO N S

S .I.P . W A LL C O N FIG U R A T IO N (SW C ) D ET A ILS

S .I.P . W A LL C O N FIG U R A T IO N (SW C ) D ET A ILS

T Y P IC A L S .I.P . (W A LL PA N EL) D ET A ILS

H V A C & D U M PST ER EN C LO SU R ES

M EC H A N IC A L PLA N

M EC H A N IC A L P IP IN G PLA N

M EC H A N IC A L SC H ED U LES

M EC H A N IC A L D ET A ILS

M EC H A N IC A L D ET A ILS

M EC H A N IC A L C O N T R O LS

PLU M B IN G PLA N

PLU M BIN G D ET A ILS

PLU M BIN G R ISER S

ELEC T R IC A L LEG EN D , D ET A ILS &

L IG H T IN G F IX T U R E SC H ED U LE

ELEC T R IC A L S IT E PLA N

S IT E L IG H T IN G PLA N W / PH O T O M ET R IC S

ELEC T R IC A L L IG H T IN G PLA N

L IG H T IN G C O N T R O L D IA G R A M

ELEC T R IC A L PO W ER PLA N

PA R T IA L PO W ER PLA N - H V A C & PV SO LA R EQ U IPM EN T

ELEC T R IC A L R ISER D IA G R A M

ELEC T R IC A L PA N EL SC H ED U LE

1

REF.

EPL =

77'-0"

EPL =

25'-0"

EPL = 35'-0"

EPL =

81'-0"

EPL =

78'-0"

EPL =

86'-0"

EPL =

73'-0"

FE

FE

FE

FE

FE

FE

FE

BOOK SHELF

TABLETABLE TABLE

TABLE

BOOK SHELF

TABLE TABLE TABLE

BOOK SHELF

BOOK SHELF

BOOK SHELF

BOOK SHELF

BOOK SHELF

BOOK SHELF

BOOK SHELF

BOOK SHELF

BOOK SHELF

BOOK SHELF

BOOK SHELF

BOOK SHELF

BOOK SHELF

BOOK SHELF

BOOK SHELF

BOOK SHELF

TABLE

BOOK SHELF

BOOK SHELF

BOOK SHELF

BOOK SHELF

COUNTER

COUNTER

BOOK SHELF

COUNTER

INFO.

INFO.

INFO

.

INFO.

BOOK SHELF

BOOK SHELF

BOOK SHELF

COUNTER

LOCKERS

COUNTER

SODA

TABLE

TABLE

BOOK SHELF

COUNTER

COUNTER

TABLE

TABLETABLE

BENCH BENCH BENCH

BENCH

INFO.

TABLE

TABLE &

CHAIRS

TABLE &

CHAIRS

TABLE

BOOK SHELF

BOOK SHELF

TABLE

TABLE

BOOK SHELF

FA

COUNTER

BOOK SHELF

BOOK SHELF

BOOK SHELF

BOOK SHELF

BOOK SHELF

BOOK SHELF

2

F IR E EX IT L IGH T C E IL ING MOUNT

LEG ENDLEG ENDLEG ENDLEG END

FE F IR E EXT INGU ISH ER

CO LLECT ION S AREA - STACKED A REA

CO LLECT ION S A REA - READ ING A REA

STA FF AREA

M EET ING A REA

BU SIN ESS OCCUPANCY

M AX . TRAVEL D ISTANCE ROUTE

EPL = EG RESS PA TH LENGTH

EPL= 0 '-0 "

F IR E EX IT L IGH T C E IL ING MOUNT

F IRE A LARM ANNUNC IA TOR PANELFA

JOHNSON

PETERSONARCH ITECTS

930 THOM ASV ILLE RD . STE . 1

TA LLAHA SSEE, FL 32303

850 .224 .9700 VO IC E

850 .224 .9797 FA X

www .jparch itec ts .com

REG# AA001215

DRAWN PHASE CHECK DATE

I JO HNSON

REV IS IO N S

# DATE COMM ENTS

I JO HNSON

DD

50%CD

80%CD

100%CDR

100%CD

I JOHNSON

I JOHNSON

I JOHNSON

07 .20 .09

09 .22 .09

11 .25 .09

01 .11 .10

02 .24 .10

1 04/22/10 LEON COUNTY COMM ENTS

2 ADDENDUM #105/19/10

LEON

COUNTY -

EA STS ID E

BRANCH

LIBRARY

100%

CONSTRUCT ION

DOCUM ENTS

L IFE SA FETY

PLAN

LS1 .1

JPA PRO JECT #0614 .001

D SHULER

JPA - PM DOUG SHU LER

dshu ler@ jparch itec ts .com

D SHULER

D SHULER

D SHULER

D SHULER

LS1 .1 1 /8 " = 1 '-0 "

1 LIFE SAFETY PLAN

OCCUPANCY U SE - G ROUP A 3 - L IBRAR IES

CON STRUCT ION TYPE - TYPE V-A - NON-SPR IN KLERED

TOTAL BU ILD ING SQUARE FOOTAGE - 12 ,533 N SF

TOTA L BU ILD ING OCCUPANCY LO AD = 236 OCCUPANTS

NUM BER O F EX IT S REQU IRED = 2 - NUM BER PROV ID ED 5

OCCUPANT LOAD :

1 . CO LLECT ION AREA : A SSEM BLY - GROUP A3

TOTAL SQ UARE FEET = 8 ,217 N ET sq ft

STACKS A REA = 2 ,035 sq ft

O CCUPANCY LO AD : = 100 G SF = 20 O CCUPANTS

READ ING AREA = 6 ,182 sq ft

O CCUPANCY LO AD : = 50 N SF = 123 O CCUPANTS

TRAVEL D ISTANCE: M AX D ISTANCE = 200 '-0 " - SEE L IFE SA FETY PLAN

2 . W ORK AREA : A SSEM BLY - G ROUP A3

TOTAL SQ UARE FEET = 2 ,436 sq ft

O CCUPANCY LOAD= 100 G SF = 24 OCCUPANTS


3 . CON FERENCE ROOM : A SSEM BLY - G ROUP A3

TOTAL SQUARE FEET = 900 sq ft

O CCUPANCY LOAD : = 15 N SF = 60 OCCUPANTS


4 . BU S IN ESS O CCUPANCY - GROUP B

TOTAL SQUARE FEET = 980 sq ft

O CCUPANCY LO AD : = 100 GRO SS = 9 O CCUPANTS


NOTE: A u tom atic S lid ing Doo r S ignage . D oo r shou ld h ave d eca ls p roperly d isp layed . There

shou ld b e d ecals th at in c lude th e sta tem en ts : "A UTOM AT IC DOOR " (in le tters 1 /2 in . h igh ,

m in im um ) and "IN EM ERGENCY - PUSH TO O PEN ". A n ad jacen t s id e lite o r w a ll shou ld have a

“STAND CLEAR ” o r s im ila r d ecal in the s lid e p ath o f the doo r. A n AAADM sa fety in fo rm ation

labe l shou ld b e a ffixed to the doo r fram e in a v is ib le , p ro tec ted loca tion . See techn ica l

sp ec ifica tion s.

NO TE:F ire ra ted w a lls sha ll com p ly w ith U L R ating 532 . A ll ex terio r w a lls , in terio r S IP ’s

(s truc tu ra l) rec tangu la r co lum ns sha ll com p ly w ith th e U L Rating assem b ly .

2

REF.

A2.1

A2.1

2

8

7

9

9

11

11

12

12

14

14

15

15

17

17

8

8

10

10

16

16

13

13

4

4

4.1

4.1

3

3

2

2

1

1

D

E

G

I

K

L

O

U

V

Q

S

T

P

R

N

A

H

F

2

A3.1

4

A3.1

A2.1

4

C

B

J.1

F.1

J.2

2.1

2.1

A2.1

5

H.1

3

A3.1

1

A3.1

16' - 6"

16' - 6"

7' - 0"

7' - 0"

13' - 6"

13' - 6"

11' - 0" 11' - 0" 11' - 0" 11' - 0" 11' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 6' - 0"

12' - 0"

8' - 0"

15' - 0"

30' - 6"

14' - 0"

16' - 0"

14' - 6"

11' - 6"

20' - 4"

17' - 8"

15' - 0"

15' - 5"

STAFF REST

AREA

112

20' - 4"

15' - 7"

7' - 3"8' - 11 1/2"

SUPPLY RM.

115

STAFF WORK

AREA

111

OFFICE

109

STOR.

108

CHECK OUT

110

MTG. RM.

107

7' - 2"10' - 11 5/8"

6' - 8 7/8"

35' - 6 1/4"

8' - 0"

LOBBY

100

4' - 10"

18' - 7"

9' - 11 1/2"

CIRCULATION

101

5' - 4"

2' - 4"

10' - 8"

9' - 2"

9' - 5"

5' - 4"

9' - 6"

5' - 4"

8' - 4"

5' - 4"

6' - 8"

RR/SH

113

WOMEN

103

MEN

104

120' - 5"

111A

115

6

6

101' - 0"

TEEN RM.

116

10 10

10

1010

1

1 1 1 1

2 2

2

6

2 2

6

2

6

2

1111

6 6 6

2

2

3

5

9

1

1

1

1

2

6

2

6

2

6

2

6

2

1

1

4

4

4

1

1

1

5

1

5

1

2

7

7

6

6

1

1

4

4

44

4

1' - 3"

8' - 4"

6' - 8"

6' - 8"

8' - 0"

RR LOBBY

117 JAN.

104A

A6.1

2

6

A4.4

104

107A

109

103

112

113

102B

116

102A

A2.1

3

104A

4

A3.2

2

A3.2

A2.1

1

A1.1

3

3

A3.2

A7.2

1

7

A3.1

M

5

A3.2

6

A4.2

8

A4.3

8

A3.1

1

A3.2

7

A4.2

6"

A7.2

6WINDOW BENCH INT. ELEV.

EMS

118

4' - 2 1/8"

6' - 6 7/8"

10' - 6 3/8"

IT

105

119A

119B

ELEC. RM

119A

STOR

119B

106A

106B

118B

105

66

6

2' - 4"

2' - 0"

4' - 0"

20' - 4"

6' - 0"

6

6

2' - 0"

1' - 3"

2' - 0"

6

5' - 11"

1' - 0"

2' - 6"

6' - 4"

7' - 8"

6' - 4"

6' - 4"7' - 8"

4' - 0"

2' - 0"

8' - 4"

8' - 4"

2

18

8

1

1 1

1

1' - 11"

1' - 5"

A.1

5' - 2"

2

9

4

4' - 0 1/4"ADASHW.

2.2

16' - 2 1/2"

19' - 7"

17' - 0"

12' - 11"

6

4

A6.1

1

2

19' - 2"

5' - 11"

19' - 7"

7' - 9"

26' - 11"

6

4

A7.1

4

A7.1

8

A7.1

5

4

4

11' - 2 1/8"

41

18' - 2 1/4"

I.1

14' - 9"

2' - 0"

1' - 0"

22

1

28' - 10 11/16"

14' - 9 1/2"

25' - 8 3/4"

4' - 9"

4' - 9"

5' - 3 3/4"

19' - 1 7/8"

2' - 4"

18' - 5"

15' - 4"

3' - 0 5/8"

7' - 8"3`-11"

2' - 4"

7' - 8"

4

4

4

45

4

4

12' - 4 1/2"

4

12' - 8 1/2"

6' - 5 1/8"

6' - 2 5/8"

7' - 11 5/8"

6"

2

1

6

6

4' - 5"

22' - 4"

2' - 6"

1' - 0"

2' - 0"

2' - 6"

2' - 0"

2' - 0"

1' - 3"

2' - 0"

2' - 6"

6' - 1 1/2"

PM RR

106A

PW RR

106B

COLLECTIONS

1029

A7.1

2' - 0"

1' - 2"

4

4

A5.1

1

A5.1

2

A5.1

16

A5.1

3

A5.1

14

T.1

15/16"

A5.113

A5.111

A5.112

A5.1

15

A5.1

7

A5.14

A5.1

10

A5.1

9

-

A5.1

6

A7.1

3A5.1

17

A7.2

10

J

A5.1

8

5

A4.1

6

A4.1

5

A4.3

9

A4.4

3

A4.3

A0.21

2

A4.3

7

A4.4

5

5

9' - 0"9' - 0"

33' - 0 3/8"

26' - 0 3/4"

108

HOR. D UCT CHASE

HO R . D UCT CHASE

111B

107C

107B107D

5

25 & 9

9 4

94' - 6"

SODA

SODA

SODA

SODA

100A

100B

116C

118

4

4

4 4 4

4

44

4

4

4

4

4

4

1' - 4"

10 3/4"

1

10

5' - 6"

9' - 3"

16' - 0"

20' - 6" 10' - 6"

6"

20' - 6" 10' - 6"

11' - 9"

4' - 0"

8 3/4"

3' - 7 1/2"

4' - 0"

4' - 0"

(TYP.)

2' - 8 1/2"

EQ.

EQ.

EQ.

EQ.

BUTTRESS - SEE A /S-4 .5

BOOK & AV

DROP-O FF

4

A1.4

5

2

DOUBLE W ALL W / 2 3 /4 " SPAC E

BETW EEN STUD LA YERS

DOUBLE W A LL W / NO SPAC E

BETW EEN STUD LA YERS

2

1

2

3

4

6

7

5

8

9

6 " S IPS PAN EL

5/8 " D EN S SH IELD TYPE 'X '

STUCCO W ALL SYSTEM - EXTER IO R

AND IN TER IO R . IN TER IO R STUCCO

ABOVE W A IN SCO T O N LY

6 " S IPS PAN EL

EXTER IO R - STUC CO WALL SYSTEM

IN TER IO R - 5 /8 " G .W .B .

6 " S IPS PAN EL

IN TER IO R - 5 /8 " G .W .B .

IN TER IO R - 5 /8 " G .W .B .

3 5 /8 " M TL. STUD

IN TER IO R - 5 /8 " G .W .B .

IN TER IO R - 5 /8 " G .W .B .

IN TER IO R - 5 /8 " G .W .B .

6 " S IPS PAN EL

IN TER IO R - 5 /8 " G .W .B .


6 " S IPS PAN EL


12 " S IPS PAN EL

12 " S IPS PAN EL


IN TER IO R - W A IN SCO T , ABO VE

G .W .B .

5 /8 " D EN S SH IELD TYPE 'X '

3 5 /8 " M TL. STUD

IN TER IO R - 5 /8 " G .W .B .

FLU ID -APPL IED A IR VAPO R & W ATER

BARR IER - EXTER IO R ON LY

ABO VE TH E ROO F. EXTER IO R

STUCCO WALL SYSTEM W / SELF

ADH ERED UND ERLAYM ENT









10

3 5 /8 " M TL STUD

5/8 " D EN S SH IELD TYPE 'X '

STUCCO W ALL SYSTEM - EXTER IO R

AND IN TER IO R . IN TER IO R STUCCO

ABOVE W A IN SCO T



2

2

2

41

E

H

F.1

19' - 2"

4' - 0" 2' - 0"

4' - 0"

7' - 4 1/8"

JOHNSON

PETERSONARCH ITECTS



850 .224 .9700 VO IC E

850 .224 .9797 FA X


REG# AA001215


I JO HNSON

REV IS IO N S

# DATE COMM ENTS

I JO HNSON

DD

50%CD

80%CD

100%CDR

100%CD

I JOHNSON

I JOHNSON

I JOHNSON

07 .20 .09

09 .22 .09

11 .25 .09

01 .11 .10

02 .24 .10


2 ADDENDUM #105/19/10

LEON

COUNTY -

EA STS ID E

BRANCH

LIBRARY

100%

CONSTRUCT ION

DOCUM ENTS

FLOOR PLAN

A1.1


D SHULER



D SHULER

D SHULER

D SHULER

D SHULER

A1 .1 1 /8 " = 1 '-0 "

1 FLOOR PLAN - SEE STRUCTURAL FOR LAYOUT

A1 .1 1 /2 " = 1 '-0 "

2 WALL TYPES

A1 .1 1 /16 " = 1 '-0 "

3 MEZZANINE

ACCESS LADDER

W2

W 2W 2

W 2

W 2

W 2

W 2 W 2W 2

P7

W 1

W 2W 2W 2 W 2

P4

P7

W 2

P2

P2

P3

P3

W 2

W 2

P2

P2

P2

P7

C2

C1

C1

C2

C2

C2

T1

T2 .2

T2 .1

T2 .1

T1

C3

C4

T2 .1

T1

T1

E

C4

C4

C4

C4

C1

C1

E

P6

W P6

P7P7

P7 P7

P7

P7

W P6

W P6W P6

W P6

P7

P1P2P4

P1P2P1P2

P1

P1

P1

P5 P4

P5

P1

P1P5

P2

P2

P1

P1

P1 P5

P2

P4P4

P5P4

P4

P1P7

W 2

P2

T2 .1

P2

W 1

TYP .

P1

W P6W P6

C5

P2

P7P7

P7P7

P7P7

P7

P7

P7

P7 P7

P7

P7P7

P7

P7

P7

P7P7

P7

P7

P7P7

P7 P7P7

P7

P7

P7

P1

P1

P1

P1

P1P1

P1

P1

P1

P1

P1

P1

P1

P1

P1P1

P1

P1P1

P1

P1

P4

P4

P1P2

P1P2

P1P2

P2 P2

P1

P1P2

P1P2

P1

P2

P1

P1

A BO VEA BO VE A BO VE

A BO VE

A BO VE A BO VE

A BO VE

A BO VE

A BO VE

A BO VE

UNDER

ABO VE A BO VE

P7

UND ERS ID E

(TYP .)

UND ERS ID E

(TYP .)

P7

UND ERS ID E

(TYP .)

UND ERS ID E

(TYP .)

P7UND ERS ID E

(TYP .)

P7

E

P8

P7

A BO VEP7

A BO VE

P3

A BO VE

P7

UNDER

P7

UNDER

(TYP .)

P7

A BO VE

A LL EXPO SED SURFACES O F

HO R IZ . D UCT CHA SE (A BO VE)

TO BE PA IN TED "P7 "

P8

P8

STEEL RA FTERS A BOVE EN TRY

STO REFRONT SHA LL BE

PA IN TED "P8 ".

T ERM INATE W D . CHA IR RA IL

IN TO S ID ES O F P ILA STER .

P ILA STER SHA LL HAVE 12 " TA LL

BA SE (DOUBLE H EIGHT 6x6

PO RC ELA IN T ILE - "Z INC W H ITE"

BY TREND T ILE . SEE 1 /A3 .1 .

P1

P1

P6

P6

SEE A 7 .2 FO R F IN ISH ES O N

CH ECK-OUT D ESK FRP PANELS FLOO R TO C EIL ING

IN BO TH EXTER IO R RESTROOM S.

C E IL ING SHALL BE G YPSUM .

C4T2 .1

EXTER IO R-GRADE M TL. TRAN S IT IO N

STR IP @ EDG E O F CARPET .

SEE A 7 .2 FO R F IN ISH ES O N BENCH ES

A LL VAU LTED C E IL ING S TO BE "P7 "

C E IL ING TO BE "P6 "

2

P1 PA IN T - SH ERW IN W ILL IAM S "WOO L SK E IN " - SW 6148

PA IN T - SH ERW IN W ILL IAM S "AQUA SPH ERE" - SW 7613

PA IN T - SH ERW IN W ILL IAM S "GREAT GREEN " - SW 6430

PA IN T - SH ERW IN W ILL IAM S "LA BRADOR ITE" - SW 7619

PA IN T - SH ERW IN W ILL IAM S "SO FTEN ED G REEN " - SW 6177

PA IN T - SH ERW IN W ILL IAM S "ARREST ING AUBURN " - SW 6034

PA IN T - SH ERW IN W ILL IAM S "NOM AD IC D ESERT " - SW 6107

PA IN T - SH ERW IN W ILL IAM S "FRENCH ROA ST " - SW 6069

P1 A BOVE CHA IR RA IL & P2 BELOW CHA IR RA IL

STA IN - SH ER-WOOD "VAN D YKE BROWN " - S64N45 (3 COATS)

STA IN - SH ERW IN W ILL IAM S "PECAN " - SW 3124 (1 CO AT )

5 '-0 " TA LL W A IN SCO T ING * W / P1 A BO VE - S IM . TO D ETA IL 8 /A3 .2

5 '-0 " TA LL W A IN SCO T ING * W / P6 A BO VE - S IM . TO D ETA IL 8 /A3 .2

6 '-0 " TA LL W A IN SCO T ING * W / STUCCO (CO LO R & TEXTURE TO M ATCH

EXTER IO R ) A BO VE - SEE D ETA IL 8 /A3 .2

5 '-0 " TA LL W A IN SCO T ING * W / STUCCO (CO LO R & TEXTURE TO M ATCH

EXTER IO R ) A BOVE - S IM . TO D ETA IL 8 /A3 .2

* W A IN SCO T ING COM PR ISED O F CHA IR RA IL (2x6 "O CRA " PA RT# D IG16TO oo4 BY

TR IN ITY T ILE ), 18x18 PO RC ELA IN T ILE (N AT IV E STON E "CH EROKEE GO LD " BY

TR IN ITY T ILE ), & 6x6 PO RC ELA IN T ILE (G ALLERY "Z INC W H ITE" BY TR IN ITY T ILE ) -

SEE D ETA IL 8 /A3 .2 .

5 '-0 " TA LL

6 '-0 " TA LL

TAG F IN ISH - BA S IS O F D ESIGN

P2

P3

P4

P5

P6

P1P2

WP1

WP6

W1

W2

P7

P8

S1

S2

C I

C2

C3

C4

C5

T1

T2 .1

T2 .2

E

BROAD LOOM CARPET - R EA L IZAT IO N 104 "B IRDHOUSE" BY LEES

24 " CARPET T ILE - R EA L IZAT IO N 224 "W OODLAND " BY LEES - ROTATE 45 ° A S SHOWN

24 " CARPET T ILE - R EA L IZAT IO N 227 "BLU E G ROTTO " BY LEES

BROAD LOOM CARPET - R EAL IZAT IO N 227 "BLU E G RO TTO "

TU FF STU FF CARPET - STEP IN STYLE -524 "WOODLAND BROWN " BY LEES

18 " PO RC ELA IN T ILE - NAT IV E STON E SER IES "CH ERO KEE GO LD " BY TR IN ITY T ILE -

RO TATE 45 ° A S SHOWN

18 " PO RC ELA IN T ILE - GA LLERY SER IES "Z INC WH ITE" BY TR IN ITY T ILE

6 " PO RC ELA IN T ILE - G ALLERY SER IES "Z INC W H ITE" BY TR IN ITY T ILE

CONCRETE FLOO R - SEA LED

TAG F IN ISH - BA S IS O F D ESIGN

W ALL BA SE

6x6 PO RCELA IN T ILE (12 " TA LL ) - "Z IN C

WH ITE" BY TREND T ILE . SEE D ETA IL 7 /A3 .2 .

6x6 PO RC ELA IN T ILE (6 " TA LL ) - "N AVA JO

N IGHTS" BY TREND T ILE .

4 " TA LL x 1/8 " TH ICK RU BBER BA SE -

JO HNSON ITE #44 "D ARK BROWN "

ROOM S USED IN

100 , 101 , 102 , 103 , 104 , 112 ,

113 , 116 , 117 , 107 (P ILA STER )

107

108 , 109 , 110 , 111 , 115 , 118 ,

119A , 119B

FINISHED FLOOR

0' - 0"

3' - 0"

CONT . CHA IRRA IL - 1x6 F IN ISH -

GRAD E W D OVER 1x4 . STA IN "S1 ".

1 /2 " RAD IU S BU LLNO SE O N U PPER

EXTER IO R EDG E, 1 /8 " RAD IUS O N

A LL O TH ER EDG ES (TYP .)

W D CHA IRRA IL END (TYP .)

SO UTH W ALL @ O PEN ING

FO R STO REFRONT

1"

STAGG ER JO IN TS (TYP .)

JOHNSON

PETERSONARCH ITECTS



850 .224 .9700 VO IC E

850 .224 .9797 FA X


REG# AA001215


I JO HNSON

REV IS IO N S

# DATE COMM ENTS

I JO HNSON

DD

50%CD

80%CD

100%CDR

100%CD

I JOHNSON

I JOHNSON

I JOHNSON

07 .20 .09

09 .22 .09

11 .25 .09

01 .11 .10

02 .24 .10


2 ADDENDUM #105/19/10

LEON

COUNTY -

EA STS ID E

BRANCH

LIBRARY

100%

CONSTRUCT ION

DOCUM ENTS

FLOOR &

W ALL

F IN ISH ES

A1.4


D SHULER



D SHULER

D SHULER

D SHULER

D SHULER

A1 .4 1 /8 " = 1 '-0 "

1 FLOOR FINISHES

A1 .4

2 WALL FINISH SCHEDULE

A1 .4 1 /8 " = 1 '-0 "

3 FLOOR FINISHES & WALL BASES

G EN ERA L NO TES :

A LL HO LLOW M ETAL DOOR PANELS SHALL BE PR IM ED & PA IN TED "P8 " - SEE A 5 .3 FO R M O RE IN FO RM AT ION .

A LL W OOD DOOR PAN ELS SHALL BE STA IN ED W / "S2 " - SEE A 5 .3 FO R M ORE IN FO RM AT ION .

A LL M ETA L DOOR FRAM ES SHALL BE PR IM ED & PA IN TED "P8 " - SEE A 5 .3 FO R MO RE IN FORM AT ION .

A LL W OOD DOOR TR IM S & W OOD CHA IR RA ILS SHA LL BE STA IN ED W / "S1 " - SEE A 5 .3 FO R MO RE

IN FO RM AT ION .

WOOD TRU SSES & RAFTERS O N TH E IN TER IO R O F TH E BU ILD ING ENVELO PE SHA LL BE STA IN ED W / "S1 ".

A LL WD ELEM ENTS O N TH E EXTER IO R O F TH E BU ILD ING ENVELO PE (TRU SSES , RA FTERS , G ATES , BR ISE SO LE IL ,

ETC .) A RE TO BE STA IN ED W / "S1 " & F IN ISH ED W / A UV PRO TECT ION SAT IN F IN ISH URETHANE - SEE BELOW .

A LL EXPO SED SURFACES O F STRUCTURAL STEEL SHALL BE PR IM ED & PA IN TED "P8 ".

A LL STA IN ED W OOD IS TO H AVE TH E FO LLOW ING PRODUCTS (O R S IM .):A LL STA IN ED W OOD IS TO H AVE TH E FO LLOW ING PRODUCTS (O R S IM .):A LL STA IN ED W OOD IS TO H AVE TH E FO LLOW ING PRODUCTS (O R S IM .):A LL STA IN ED W OOD IS TO H AVE TH E FO LLOW ING PRODUCTS (O R S IM .):

SH ERW IN W IL L IAM S STA IN (SEE 2A 1 .4 FO R TYPES )SH ERW IN W IL L IAM S STA IN (SEE 2A 1 .4 FO R TYPES )SH ERW IN W IL L IAM S STA IN (SEE 2A 1 .4 FO R TYPES )SH ERW IN W IL L IAM S STA IN (SEE 2A 1 .4 FO R TYPES )

SH ERW IN W IL L IAM S W OOD C LA SS IC S FA STDRY SAND IN G SEA LERSH ERW IN W IL L IAM S W OOD C LA SS IC S FA STDRY SAND IN G SEA LERSH ERW IN W IL L IAM S W OOD C LA SS IC S FA STDRY SAND IN G SEA LERSH ERW IN W IL L IAM S W OOD C LA SS IC S FA STDRY SAND IN G SEA LER

SH ERW IN W IL L IAM S W OOD C LA SS IC S FA STD RY O IL VARN ISHSH ERW IN W IL L IAM S W OOD C LA SS IC S FA STD RY O IL VARN ISHSH ERW IN W IL L IAM S W OOD C LA SS IC S FA STD RY O IL VARN ISHSH ERW IN W IL L IAM S W OOD C LA SS IC S FA STD RY O IL VARN ISH

M INW AX H ELM SM AN SPAR U RETHAN E (FO R A LL EXT ER IO R A PP L ICA T ION S)M INW AX H ELM SM AN SPAR U RETHAN E (FO R A LL EXT ER IO R A PP L ICA T ION S)M INW AX H ELM SM AN SPAR U RETHAN E (FO R A LL EXT ER IO R A PP L ICA T ION S)M INW AX H ELM SM AN SPAR U RETHAN E (FO R A LL EXT ER IO R A PP L ICA T ION S)

A LL W OOD F IN ISH ES FO R A LL IN TER IO R W OOD ELEM ENTS A RE TO BE FACTO RY-A PPL IED .A LL W OOD F IN ISH ES FO R A LL IN TER IO R W OOD ELEM ENTS A RE TO BE FACTO RY-A PPL IED .A LL W OOD F IN ISH ES FO R A LL IN TER IO R W OOD ELEM ENTS A RE TO BE FACTO RY-A PPL IED .A LL W OOD F IN ISH ES FO R A LL IN TER IO R W OOD ELEM ENTS A RE TO BE FACTO RY-A PPL IED .

NO TE:

A LL F IN ISH ES SPEC IF IED A RE BA S IS O F D ES IGN . SAM PLES M U ST BE SU BM ITTED TO ARCH ITECT FOR A PPROVA L

BEFORE U SE IN PRO JECT . STA IN SAM PLES SHA LL BE SUBM ITTED W / SPEC IF IED NUM BER O F COATS ON WOOD

SPEC IES TO BE U SED . SEE D IV IS ION 1 O F TH E SPEC IF ICAT IO S FO R IN FO RM AT ION ON SU BST ITUT IO N S.

A1 .4 1 " = 1 '-0 "

4 WOOD CHAIR RAIL SECTION DETAILA1 .4 3 " = 1 '-0 "

5 WOOD CHAIR RAIL PLAN DETAIL

2

2

FINISHED FLOOR

0' - 0"

7

9 11 12 14 15

17

8 10 16

13

MID RIDGE

25' - 6"

A4.3

9

7' - 0"

1' - 0"

4' - 0"

1' - 5"

8' - 6"

10' - 0"

2' - 0"

2' - 0"

15' - 0"

3' - 6" 2' - 8" 2' - 8" 3' - 6" 3' - 6" 2' - 8" 2' - 8" 3' - 6"2' - 8" 3' - 6"

HOR. D UCT CHASE

WD . RA FTER

STO REFRONT G LA SS

G YPSUM W ALL BO ARD

STUCCO F IN ISH ON A LL

CO L . - CHA IRRA IL , 48 "(H )

T ILE W A IN SCO T & 12 "(H )

T ILE W A LL BA SE

TYP . S IPS PAN EL

WD . TRU SS

W ALL M T . L IGH T

STO REFRONT

G LASS BEYOND

PENDANT L IGH T

TYP . S IPS PAN EL

WD . TRU SS

W ALL M T . L IGH T

IN TER IO R

STO REFRONT G LA SS

STO REFRONT G LA SS

F IBER C EM ENT

SO FF IT

BREAK LIN

E - SEE 3/A3.1 BUILDIN

G SECTIO

N EAST W

EST - W

EST

S TAND ING SEAM M TL ROO F

11' - 9"

A4.1

3

4 " REVEA L TYP . @ A LL

IN TER IO R STUCCO CO LUMNS

STEEL TU BE FRAM E A TTACH ED

TO CURTA IN W ALL

SLO T D IFFU SER

11' - 9"

FINISHED FLOOR

0' - 0"

OUV QST PR N

COLL. REFL. CLG.

10' - 6"

ROOF BRG.

13' - 0"

PARAPET

17' - 0"

LOWER RIDGE

22' - 7 1/2"

ENTRY RIDGE

30' - 2 5/8"

A4.1

1

A8.2

11

A4.1

2

A4.1

4

T.1

STAND ING SEAM M TL ROO F

SO LATUBE

STO REFRONT G LA SS

LOW -SLO PE ROO F ING

ACOUST ICA L T ILE C E IL ING


S IPS ROO F PANEL

WD . TRU SS

HO RZ . D UCT CHASE - GW B

STO REFRONT G LA SS

W ALL M T . L IGH TPENDANT L IGH T

EX . STUCCO

SIPS W A LL PANEL

8x8 W D . ACCENT

WD . TRELL IS

STO REFRONT G LA SS

F IBER C EM ENT BO ARD ;

TYP UNDER A LL EAVES

8x8 W D . ACCENT

EX . STUCCO


S IPS ROO F PANEL

WD . TRU SS

M TL . DOORS

WD . BEAM

SEE 7 & 8 /A3 .2

R 16' - 0"

4' - 0"

10' - 6"

5' - 0"

6' - 0"

12' - 0"

FINISHED FLOOR

0' - 0"

4 4.11

ENTRY RIDGE

30' - 2 5/8"A4.3

7

A4.3

6

STAND ING SEAM M TL. ROO F

STUCCO END WA LL - R ECESSED

G LASS CANOPY

M TL. LO UVER

S IPS ROO F PANEL

CONC . SLA B O VER M TL . D ECK

STL . JO IST A TTACH ED TO STL BEAM

M ECH . M EZZAN IN E

ACT CE IL ING

STUCCO F IN ISH

WD . TRU SS

REC ESS O VER CH ECK O UT D ESK

STO REFRONT G LA SS (NO RTH )

CH ECK O UT D ESK

A4.3

4

5

BREAK LIN

E - SEE 4/A3.1 BUILDIN

G SECTIO

N EAST W

EST - EAST

C O UNTERTO P - SEE 5 /A7 .1

COUNTERTO P - SEE 8 & 9 /A7 .1

9' - 0"

6' - 0"

GYP . C EIL ING

W ALL M TD . L IGH T

HOR IZ . D UCT CHASE

SPRAY FO AM IN SU LAT ION

D E G I KHFCB F.1 J.2

A4.1

7

A4.1

8

A.1

PARA PET

LOW -SLO PE ROO F

WD . TRELL IS

S IPS ROO F PANEL

ACT CE IL ING

WD . BEAM


M ECH . M EZZAN IN E

CONC . FLOO R O VER M TL D ECK

STL . JO IST A TTACHED TO STL. BEAM

LOW -SLO PE ROO F

S IPS ROO F PANEL

STO REFRONT G LA SS

SO LATUBE

WD . BEAM

J

10' - 6"

9' - 0"

2' - 3"

2

2

FINISHED FLOOR

0' - 0"

O UQ S TP RM

A4.4

8

EQ. EQ. EQ. EQ. EQ. EQ. EQ.

2' - 0"

15' - 0"

EQ. EQ. EQ. EQ. EQ. EQ.EQ.


S IPS ROO F PANEL

F IBER C EM ENT BOARD AT SO FF IT

STO REFRONT G LA SS

G YPSUM CE IL ING

WD . TRU SS

WD . RAFTER

GYPSUM W ALL BO ARD

STO REFRONT G LA SS

WD . TRU SS

4 " REVEA L - TYP . @ A LL

STUCCO CO LUM NS

STUCCO END W ALL

6' - 5"

1' - 0"

10' - 0"5' - 0"

FRAM ELESS G LA SS DOOR

BULKHEAD

7' - 0"

6' - 5"

5' - 10 7/32"

D IM FO R 4 " R EVEA L

W ALL M TD . L IGH T

STUCCO CO LUM N TYP .

STO REFRONT M ULL ION S ELEVAT ION

AND H E IGHT W ILL BE S IM . TO RM 116

CURTA IN W ALL ELEVAT ION

STEEL FRAM E

ATTACHED TO

CURTA IN W A LL

FINISHED FLOOR

0' - 0"

12 14 1513

COLL. REFL. CLG.

10' - 6"

PARAPET

17' - 0"

MID RIDGE

25' - 6"


S IPS ROO F PANEL

LOW -SLO PE ROO F

PARA PET

WD . TRU SS

STO REFRONT G LA SS

PARA PET

LOW -SLO PE ROO F

PENDANT L IGH T

STUCCO CO LUM N TYP

W ALL M T . L IGH T

GYPSUM W ALL BO ARD

S IPS ROO F PANEL

8 "x8 " W D ACCENT

ACT

CHA IRRA IL , 48 "(H )

T ILE W A IN SCOT &

12 "(H ) T ILE W A LL

BA SE

JOHNSON

PETERSONARCH ITECTS



850 .224 .9700 VO IC E

850 .224 .9797 FA X


REG# AA001215


I JO HNSON

REV IS IO N S

# DATE COMM ENTS

I JO HNSON

DD

50%CD

80%CD

100%CDR

100%CD

I JOHNSON

I JOHNSON

I JOHNSON

07 .20 .09

09 .22 .09

11 .25 .09

01 .11 .10

02 .24 .10


2 ADDENDUM #105/19/10

LEON

COUNTY -

EA STS ID E

BRANCH

LIBRARY

100%

CONSTRUCT ION

DOCUM ENTS

BU ILD ING

SECT ION S

A3.1


D SHULER



D SHULER

D SHULER

D SHULER

D SHULER

A3 .1 1 /8 " = 1 '-0 "

4 BUILDING SECTION EAST WEST - EAST

A3 .1 1 /8 " = 1 '-0 "

2 BUILDING SECTION NORTH SOUTH - EAST

A3 .1 1 /8 " = 1 '-0 "

3 BUILDING SECTION EAST WEST - WEST

A3 .1 1 /8 " = 1 '-0 "

1 BUILDING SECTION NORTH SOUTH - WEST

A3 .1 1 /8 " = 1 '-0 "

7 BUILDING SECTION NORTH SOUTH CORR.A3 .1 1 /8 " = 1 '-0 "

8 BUILDING SECTION EAST WEST CORR.

FINISHED FLOOR

0' - 0"

V

PARAPET

17' - 0"

T.1PA RA PET - STU C C O C A P

LO W SLO PE R O O F

T A PER ED IN SU LA T IO N

5 /8 " PLYW O O D D EC K IN G

S IPS R O O F PA N EL

5 /8 " G .W .B .

SU SPEN D ED C EIL IN G W IR E

ST A N D IN G SEA M M T L. RO O F

5 /8 " PLYW O O D D EC K

S IPS R O O F PA N EL

F IBER C EM EN T BO A R D

W D . JO IST

SU SPEN D ED C EIL IN G

H EA D ER BEA M

ST O REFR O N T S ILL

ST O R EFR O N T H O R .

IN SU LA T ED G LA SS

W D . FA SC IA

C ERA M IC T ILE C H A IR R A IL

4 8 "(H ) T ILE W A IN SC O T

5 /8 " T YP . "X " D EN S SH IELD

1 2 "(H ) T ILE BA SE

C A RPET FLO O R IN G

S IPS W A LL PA N EL

EXT ER IO R ST U C C O

ST O REFR O N T S ILL


M T L . EXT . REST R O O M D R .

ST U C C O C O L . T YP .

G YPSU M W A LL BO A R D

4

A5.2SIM

4

A4.4SIM

5

A8.2SIM

8 x8 W D . A C C EN T

6

A5.2SIM

S

STO REFRO N T H EA D

STO REFRO N T S ILL

REFLEC T IV E PA IN T G YP . S ILL

LO W SLO PE RO O F

5/8 " PLYW O O D

SIPS RO O F PA N EL

5/8 " G YPSU M C E IL IN G

STRU C TU RA L BEA M

SU SPEN D ED C EIL IN G W IRE


W A LL M T . L IG H T

5/8 " G YPSU M

STU C C O C O L . TYP .

STA N D IN G SEA M M TL. RO O F

5/8 " PLYW O O D D EC K

S IPS RO O F PA N EL


W D . TRU SS

W D . FA SC IA

STU C C O F IN ISH

5/8 " G YP . C E IL IN G

A5.2

5

4

A5.2SIM

7

A8.2SIM

4

A8.2SIM

O NPA RA PET - STU C C O C A P

LO W SLO PE RO O F

TA PERED IN SU LA T IO N

5/8 " PLYW O O D D EC K IN G


5/8 " G .W .B .


8x8 W D . A C C EN T

EXTER IO R STU C C O

SIPS PA N EL

5/8 " G .W .B .

4x4 W D . - TRELL IS

8x8 W D . BEA M

H EA D ER BEA M



IN SU LA TED G LA SS

EXTER IO R D O O R

C ERA M IC T ILE C H A IR RA IL

T ILE W A IN SC O T

T ILE BA SE


T ILE S ILL

STO REFRO N T S ILL

4

A5.2 SIM

SEE B/S-4.5

4

A4.4 SIM

A LL STEEL PLA TES , SEE

STRU C TU RA L

D RA W IN G S

A LL EXTER IO R LU M BER

SH A LL BE K ILN D R IED

A FTER TREA TM EN T

LU M BER W ITH O U T T IN T .

12' - 0"

2' - 0"

1' - 0 3/4"7

A8.2SIM

6

A5.2SIM

FINISHED FLOOR

0' - 0"

C

PARAPET

17' - 0"

A5.2

4

A5.2

8

PA RA PET - STU C C O C A P

C O U N TER FLA SH IN G

LO W SLO PE RO O F




5/8 " G .W .B .


8x8 W D . A C C EN T


SIPS PA N EL

5/8 " G .W .B .

4x4 W D . - TRELL IS

8x8 W D . BEA M

H EA D ER BEA M




EXTER IO R EM S D O O R

IN TER IO R EM S D O O R

STO REFRO N T H O R .

5/8 " G .W .B .

T ILE BA SE

T ILE FLO O R IN G

SO LID SU RFA C E S ILL

STO REFRO N T S ILL

SEE B/S-4.5

7

A8.2SIM

4

A4.4SIM

5

A4.4SIM

9' - 0"

2' - 0"

1' - 0 3/4" 5' - 5 3/4"

A LL STEEL PLA TES ,

SEE STRU C TU RA L

D RA W IN G S.

A LL EXTER IO R LU M BER

SH A LL BE K ILN D R IED

A FTER TREA TM EN T

LU M BER W ITH O U T T IN T .

J.2


SEE D ETA IL 4 /A 4 .4 .

LO W SLO PE RO O F




5/8 " G .W .B .


8x8 W D . A C C EN T . SEE

D ETA IL 5 /A 4 .4


SIPS PA N EL

5/8 " G .W .B .

H EA D ER BEA M




EXTER IO R SU N SH A D E

IN TER IO R L IG H T SH ELF



STO REFRO N T S ILL

A5.2

13

A5.2

7

A LU M . BL IN D S

M O TO R IZED RO LLER

SH A D ES. SEE

ELEC TR IC A L .

C ERA M IC T ILE BA SE

7

A8.2SIM

4

A8.2SIM

2


G YP. BA RREL VA U LT

3 5 /8 " M TL. FRA M IN G

@ 12 " O .C .

6 " SO U N D BA TTS

3 5 /8 " M TL. FRA M IN G

@ 12 " O .C .

M TL. STU D BRA C IN G

A S REQ U IRED

M TL. TRA C K

D U C T W O RK


SO U N D BA TTS

W D . BEA M

G YP . C EIL IN G

6

A8.2SIM

FINISHED FLOOR

0' - 0"

15

ROOF BRG.

13' - 0"

PARAPET

17' - 0"


C O U N T ER FLA SH IN G

LO W SLO PE R O O F

S IPS BLO C K IN G


M O D . B IT . RO O FIN G T O P & BO TT O M

SIPS BLO C K IN G


5 /8 " G YPSU M C E IL IN G

SU SPEN D ED C EIL IN G W IR E


PEN D A N T L IG H T

5 /8 " G .W .B .



T ILE W A LL BA SE



4

A4.4SIM

15

A8.2SIM

C O PPER C O N D U C TO R H EA D A N D

D O W N SPO U T - S IM ILA R T O F IG U R E

"F " IN T H E SM A C N A ST A N D A RD S.

FINISHED FLOOR

0' - 0"

PARAPET

17' - 0"


LO W SLO PE RO O F

S IPS BLO C K IN G


W D . A C C EN T

M O D . B IT . RO O FIN G TO P & BO TTO M

SIPS BLO C K IN G


5/8 " G YPSU M C E IL IN G



5/8 " G .W .B .



RU BBER W A LL BA SE



W D . TRELL IS BEYO N D

H EA D ER BEA M

STO REFRO N T S ILL



SO IL SU RFA C E S ILL

STO REFRO N T S ILL

8

A5.2 SIM

4

A5.2 SIM

15

A8.2SIM

4

A4.4SIM

JO H N SO N

PETERSO NA RC H ITEC TS

930 TH O M A SV ILLE RD . STE . 1

TA LLA H A SSEE, FL 32303

850 .224 .9700 V O IC E

850 .224 .9797 FA X

w w w .jparch itec ts .com

REG # A A 001215

D RA W N PH A SE C H EC K D A TE

I JO H N SO N

REV IS IO N S

# D A TE C O M M EN TS

I JO H N SO N

D D

50%C D

80%C D

100%C D R

100%C D

I JO H N SO N

I JO H N SO N

I JO H N SO N

07 .20 .09

09 .22 .09

11 .25 .09

01 .11 .10

02 .24 .10

1 04/22/10 LEO N C O U N TY C O M M EN TS

2 A D D EN D U M #105/19/10

LEO N

C O U N TY -

EA STS ID E

BRA N C H

LIBRA RY

100%

C O N STRU C T IO N

D O C U M EN TS

SEC T IO N

D ETA ILS

A4.1

JPA PRO JEC T #0614 .001

D SH U LER

JPA - PM D O U G SH U LER

d shu ler@ jp arch itec ts .com

D SH U LER

D SH U LER

D SH U LER

D SH U LER

A 4 .1 1 /2 " = 1 '-0 "

1 PORCH SOUTH SECTIONA 4 .1 1 /2 " = 1 '-0 "

2 COLL. CORRD. SECT.A 4 .1 1 /2 " = 1 '-0 "

4 PORCH NORTH SECTION

A 4 .1 1 /2 " = 1 '-0 "

7 WALL SECTION STAFF REST AREAA 4 .1 1 /2 " = 1 '-0 "

8 CONF. RM. S. WALL SECT.

A 4 .1 1 /2 " = 1 '-0 "

3 HOR. DUCT CHASE

A 4 .1 1 /2 " = 1 '-0 "

5 WALL SECTION SCUPPERA 4 .1 1 /2 " = 1 '-0 "

6 WALL SECT. AT EMS

1

A4.3

1

S IPS BLO CK ING

EXTER IO R STUCCO

EXTER IO R STUCCO

5/8 " G YPSUM CE IL ING

5/8 " G .W .B .

M TL. LO UVER

5/8 " G .W .B .

EXTER IO R STUCCO TO P

S IPS W A LL PANEL

S IPS W A LL PANEL

M TL . ROO F

5/8 " PLYWOOD D ECK

S IPS ROO F PANEL

EXTER IO R STUCCO

CONC . D ECK

M TL. D ECK

STL . JO IST

STL. BEAM BEYOND

EXTER IO R STUCCO

SIPS W A LL PANEL

SU SPEND ED C EIL ING

5/8 " G .W .B .

G LASS CANO PY

4

A8.2SIM

1716

EXTER IO R STUCCO

IN SU LATED G LASS

T ILE W A LL BA SE

10 " D EEP ANOD IZED

A LUM N . 1 " IN SULATED

G LASS CURTA IN W ALL

SYSTEM S ILL

S IPS BLO CK ING

EXTER IO R STUCCO

SIPS BLO CK ING


5/8 " G .W .B .

EXTER IO R STUCCO TO P

S IPS W A LL PANEL

S IPS W A LL PANEL


5/8 " PLYWOOD D ECK

S IPS ROO F PANEL

F IBER C EM ENT SO FF IT

10 " D EEP 2 1 /2 " ANOD IZED



SYSTEM M ULL ION (TYP .)




SYSTEM H EAD .

12

A5.2SIM

11

A5.2SIM

1

A5.2SIM

6

A8.2SIM

6 1/4"

2' - 0"3' - 10 1/4"

FOO TER - SEE STRUCTURA L

SLAB EDGE & W A LL BEYOND

GRAVEL - SEE LAND SCAPE

WOOD RA FTER - SEE

STRUCTURAL

2x INT . FA SC IA (STA IN TO

M ATCH RA FTERS ) W /

BLOCK ING A S REQ 'D

3' - 4"

4

WD . TRU SS

IN TER IO R STUCCO CO L . TYP .

5 /8 " G .W .B .

S IPS W A LL PANEL

5/8 " G .W .B .

S IPS ROO F PANEL

5/8 " G .W .B .

3 5 /8 " M TL . STUD FRAM ING

S IPS PANEL A RCH

WALL M T . L IGH T ING

5/8 " G .W .B .

CH ECK O UT S IGNAG E

STUCCO CO L . TYP .

STL. B EAM

STL . JO IST

PENDANT L IGH T



5/8 " PLYWOOD D ECK

S IPS ROO F PANEL

S IPS W A LL PANEL

WD . TRU SS

WD . FA SC IA


M EZZAN IN E G YP . C E IL ING

M TL. D ECK

CONC . FLOOR ING

5/8 " G YP . C E IL ING

T ILE CHA IR RA IL

T ILE W A IN SCO T

T ILE W A LL BA SE

4

A8.2SIM

6

A8.2SIMEXTER IO R STUCCO

SIPS W A LL PANEL

EXTER IO R STUCCO

STO REFRONT H EAD

IN SU LATED G LASS

STO REFRONT S ILL

STUCCO CO L TYP .

LOW SLO PE ROO F

5/8 " PLYWOOD D ECK ING



M TL . ROO F

S IPS ROO F PANEL


W ALL M T L IGH T

CHA IR RA IL

T ILE W A IN SCO T

T ILE W A LL BA SE

W ALL M T L IGH T

PENDANT L IGH T

5

WD . BEAM

6' - 0"

1' - 0"

5' - 0"

4

A8.2SIM

4

A5.2SIM

5

A5.2SIM

6

A8.2SIM

EXTER IO R STUCCO


5/8 " BRONZE TEM PERED

G LA SS

2 " SQ .x 0 .250

W ALL A LUM . TU BE

8X8 WD . BEAM

STL. B EAM

SIPS W A LL PANEL

EXTER IO R STUCCO

M TL. FLA SH ING

S IL ICON E

SEALANT/GASKET

5/8 " T EM PERED G LA SS

W / 1 " D IA . SPACERS

ATTACH ED TO 2 " SQ . x

0 .250 W A LL A LUM .

TUBE W / STA IN LESS

STEEL FA STEN ERS

SCA LE 1 1/2 " = 1 '-0 "

SEE D ETA IL 4&5/A8 .2

FO R C LAR IF ICAT IO N

1' - 6 3/8"

3' - 7 1/4"

3' - 3 1/4"

3 5 /8 " M TL . STUD

S IPS W A LL PANEL

3 5 /8 " M TL . STUD

BRAC ING A S R EQU IRED

M TL STUD BRAC ING

3 5 /8 " M TL . STUD

CONC . PED ESTA L

SEE STRUCTURE

DRAW ING S

M TL . ROO F

5/8 " PLYWOOD D ECK

S IPS ROO F PANEL

S IPS W A LL PANEL

WD . TRU SS

WD . FA SC IA

EXTER IO R STUCCO

45°

4°

5/8 " D EN S SH IELD

2' - 3"

4

A8.2SIM

5/8 " G .W .B .

S IPS W A LL PANEL

EXTER IO R STUCCO

SINGLE PLY ROO F

5/8 " PLYWOOD

SIPS ROO F PANEL

3 5 /8 " M TL STUD

COVE L IGH T


6 " M TL STUD

5/8 " G .W .B .

5 /8 " G YPSUM

SU SPEN SIO N C EIL ING

WD . BEAM

6

A8.2SIM

STL. B EAM


STL . JO IST BEYOND

M TL. STUD BRAC ING

3 5 /8 " M TL . STUD

5/8 " G .W .B .

3 5 /8 " M TL STUD

RESERVED BOOKSH ELF N IC

5/8 " G .W .B .

1' - 4"

WORK COUNTER

7' - 7"

M TL. ROO F

5/8 " PLYWOOD

SIPS ROO F PANEL

WD . FA SC IA

5/8 " G .W .B .

M TL LO UVER

S IPS W A LL PANEL

CONC . FLOOR ING

STL . D ECK

STL. B EAM

M EZZAN IN E


SEE STRUCTURA L

DRAW INGS FOR D ETA ILS


4

A8.2SIM

2

JOHNSON

PETERSONARCH ITECTS



850 .224 .9700 VO IC E

850 .224 .9797 FA X


REG# AA001215


I JO HNSON

REV IS IO N S

# DATE COMM ENTS

I JO HNSON

DD

50%CD

80%CD

100%CDR

100%CD

I JOHNSON

I JOHNSON

I JOHNSON

07 .20 .09

09 .22 .09

11 .25 .09

01 .11 .10

02 .24 .10


2 ADDENDUM #105/19/10

LEON

COUNTY -

EA STS ID E

BRANCH

LIBRARY

100%

CONSTRUCT ION

DOCUM ENTS

SECT ION

D ETA ILS

A4.3


D SHULER



D SHULER

D SHULER

D SHULER

D SHULER

A4 .3 1 /2 " = 1 '-0 "

6 WALL SECT. - WEST BOOK ENDA4 .3 1 /2 " = 1 '-0 "

9 WALL SECT. - EAST BOOK ENDA4 .3 1 /2 " = 1 '-0 "

7 MAIN ENTRY - CHECK OUT WALL SECT.A4 .3 1 /2 " = 1 '-0 "

8 WALL SECT. MAIN ENTRY - COLL.

A4 .3 3 /4 " = 1 '-0 "

1 BOOK DROP CANOPY

A4 .3 1 /2 " = 1 '-0 "

5 VERT. SUPPORT

A4 .3 1 /2 " = 1 '-0 "

3 RESTROOM COVEA4 .3 3 /4 " = 1 '-0 "

4 REFERENCE BOOK COVEA4 .3 1 /2 " = 1 '-0 "

2 WALL SECT AT LOUVER

2

11' - 10"

10

' -

0"

2' - 6" ± 2' - 10" 2" - 6" ±

2 1/2"

2' - 10"

2 1/2"

2 1

/2"

2 1

/2"

1' -

7"

2 1

/2"

SUN SHAD E W / IN TER IO R

L IGHT SH ELF

ANOD IZED A LUM ., CTR . 1 "

IN SUL . G LASS , ST IC K FRAM E

STO REFRONT .

BA S IS O F D ES IGN :

1 " IN SU LATED SO LABAN 70 SO LAR CONTRO L LOW -E G LASS

2

17' - 5" ±

10

' -

0"

2' - 2 1/2" 2' - 5"2' - 9" ± 2' - 9" ± 2' - 9" ±

2 1/2"2 1/2"

2' - 9" ±

2 1/2"

2 1

/2"

2 1

/2"

1' -

7"

2 1

/2"

SUN SHAD E W / IN TER IO R

L IGHT SH ELF



STO REFRONT .

ANOD IZED NARROW ST ILE EN TRANCE

DOOR. EX IT ON LY



HATCH

SHOW ING

RO LLING

SHADES

BL INDS

(TYP .)

8' - 8" ±

2 1/2" 2 1/2"

2 1/2"

2 1

/2"

1' -

7"

7' -

0"

3' -

0"

10

' -

0"



STO REFRONT .



2 1/2" 2 1/2"

2 1

/2"

16

' -

3"

±

7' -

8"

6' -

7 3

/4"

3' - 4" ±

7' - 5 1/4"

3' - 4"±


1 " IN SU LATED SO LA BAN 60

SO LAR CONTRO L LOW -E G LASS

7' -

8"

6' - 9" ±

3' - 0" DOOR 3' - 2" ±

14

' -

5"

±

1' -

7"

2 1

/2"

2 1/2"



STO REFRONT .

ANOD IZED NARROW ST ILE

ENTRANCE DOOR . EX IT

ON LY


1 " IN SU LATED SO LA BAN

60 SO LAR CONTRO L

LOW -E G LASS

19' - 9" ±

4' - 5" ± 4' - 11" 4' - 11" 4' - 5" ±

19' - 8" ±

9' -

0"

2 1/2" 2 1/2"

2 1

/2"

2 1

/2"

2 1/2"

9' - 8" ±

2 1/2"

9' -

0"

2 1

/2"

2 1

/2"

1' -

7"

1' -

7"

1' -

7"

TYP TYP TYP TYP



STO REFRONT .



STO REFRONT .

1' -

0" EQ EQ



19

' -

7"

±

7' -

8"

1' -

7"

5' -

2"

1' -

7"

2' -4

" ±

4' - 0" ±

2 1/2"

2 1

/2"

2 1

/2"


A LUM .,1 " IN SUL . G LASS ,

CURTA IN W A LL FRAM E.

10 " D EEP , 2 1 /2 " CO VER

ANOD IZED A LUM .,1 " IN SUL .

G LASS, CURTA IN W ALL

FRAM E.


1 " IN SU LATED SO LA BAN 70 SO LAR CONTRO L

LOW -E G LASS

BL IND S (TYP .)

24

' -

8"

±

22

' -

1"

±

16

' -

10

"

7' -

8"

1' -

7"

5' -

2"

1' -

7"

3' - 11" ± 4' - 11" ± 4' - 11" ±

2 1/2" 2 1/2"

2 1

/2"

2 1

/2"

4' -

10

" ±




10 " D EEP , 2 1 /2 " CO VER



FRAM E.

4' - 11" ±

2' -

11

"

20

' -

0"

19' - 10"±



3' - 7" ± 3' - 7" ±

2 1/2" 2 1/2"

2 1

/2"

19

'- 7

" ±

7' -

8"

1' -

7"

5' -

2"

1' -

7"

2' -4

' ±

2 1

/2"




10 " D EEP , 2 1 /2 " CO VER



FRAM E.

3' - 7" ±

11' - 7 5/8"


1 " IN SU LATED SO LA BAN 60 SO LAR CONTRO L

LOW -E G LASS

4'- 11" ± 4' - 11" ± 3' - 11" ±

2 1/2"

2 1

/2"

24

' -

8"

±

22

' -

2"

±

19

' -

11

" ±

7' -

8"

1' -

7"

5' -

2"

1' -

7"

2 1

/2"

4' -

11

" ±




10 " D EEP , 2 1 /2 " CO VER



FRAM E.

4' - 11" ±



20

' -

10

1/2

"

18

` -

1"

7' -

8"

4' - 9" ± 3' - 0" 4' - 9" ±

2 1/2" 2 1/2"

1' -

7"

5' -

2"

1' -

7"

4' -

10

" ±




10 " D EEP , 2 1 /2 " CO VER



FRAM E.

13' - 4" ±



4' - 5 1/4"

2 1/2" 2 1/2"

6' -

10

1/2

"

2 1

/2"

1' -

0"



STO REFRONT .

7' -

10

1/2

"


G LA SS , ST IC K FRAM E

STO REFRONT .

4' - 5 1/4"

9' - 6"


1 " IN SU LATED SO LA BAN 60 SO LAR

CONTRO L LOW -E G LASS

3' - 9" ± 3' - 9" ± 3' - 9" ± 3' - 9" ±

15' - 4" ±

29

' -

4"

±

6' -

11

"2

' -

7 1

/2"

1' -

7"

2 1/2" 2 1/2" 2 1/2" 2 1/2"

9"

2 1

/2"

2' -

8"

1' -

8"

4' -

6"

1' -

7"




10 " D EEP , 2 1 /2 " CO VER



FRAM E.

SL ID ING AUTOMAT IC

DOORS.



STEEL TU BE RA FTER - SEE

STRUCTURAL

6"

12"

2' -

0"

2' - 0"



STO REFRONT .




15' - 4" ±

3' - 9" ± 3' - 9" ± 3' - 9" ± 3' - 9" ±

2 1/2"

2 1

/2"

2 1

/2"

6' -

11

"2

' -

10

"1

' -

8"

1' -

7"

4' -

6"

1' -

7"

5' -

10

" ±

29

' -

4"

±

2' -

8"

10

' -

6"

9"

6' -

11

"




10 " D EEP , 2 1 /2 " CO VER



FRAM E.

HO R . D UCT CHASE

SL ID ING AUTOMAT IC

DOORS.



STEEL TU BE RAFTER

6"

12"

3' - 0"

3' -

0"



STO REFRONT .




4' -

10

" ±

8' - 0"

1' -

7"

3' - 8" ± 3' - 8" ±

3' -

0"

7' -

10

1/2

"



STO REFRONT .




JOHNSON

PETERSONARCH ITECTS



850 .224 .9700 VO IC E

850 .224 .9797 FA X


REG# AA001215


I JO HNSON

REV IS IO N S

# DATE COMM ENTS

I JO HNSON

DD

50%CD

80%CD

100%CDR

100%CD

I JOHNSON

I JOHNSON

I JOHNSON

07 .20 .09

09 .22 .09

11 .25 .09

01 .11 .10

02 .24 .10


2 ADDENDUM #105/19/10

LEON

COUNTY -

EA STS ID E

BRANCH

LIBRARY

100%

CONSTRUCT ION

DOCUM ENTS

STOREFRONT

ELEVAT ION S

A5.1


D SHULER



D SHULER

D SHULER

D SHULER

D SHULER

A5 .1 1 /4 " = 1 '-0 "

2 ROOM 107 E.A5 .1 1 /4 " = 1 '-0 "

1 ROOM 107 W.A5 .1 1 /4 " = 1 '-0 "

3 ROOM 102 S. PORCH, TYP

A5 .1 1 /4 " = 1 '-0 "

10 RM 101 N.E.

A5 .1 1 /4 " = 1 '-0 "

4 ROOM 101 N. W.

A5 .1 1 /4 " = 1 '-0 "

7 ROOM 102 N. PORCH

A5 .1 1 /4 " = 1 '-0 "

13 ROOM 102 S. E.A5 .1 1 /4 " = 1 '-0 "

14 ROOM 102 S.A5 .1 1 /4 " = 1 '-0 "

12 ROOM 102 N. E.A5 .1 1 /4 " = 1 '-0 "

15 ROOM 102 N.

A5 .1 1 /4 " = 1 '-0 "

11 ROOM 116 E.A5 .1 1 /4 " = 1 '-0 "

9 ROOM 112 N.

A5 .1 1 /4 " = 1 '-0 "

16 ROOM 100 S. ENTR.

A5 .1 1 /2 " = 1 '-0 "

6 2X2 CLERESTORY

A5 .1 1 /4 " = 1 '-0 "

17 ROOM 101 S. ENTR.

A5 .1 1 /2 " = 1 '-0 "

5 3x3 CLERESTORY

A5 .1 1 /4 " = 1 '-0 "

8 ROOM 118 EMS

STO REFRONT AND CURTA IN W A LL FRAM ING BA SIS O F D ES IGN :

1 . STO REFRONT : KAWNEER TR IFAB VG 451T

2 . CURTA IN W ALL : KAWNEER 1600 W A LL SYSTEM

3 . STO REFRONT ENTRY : 190 NARROW ST ILE

4 . AUTOM AT IC SL ID ING DOORS: STAN LEY DURA G L ID E 2000

W EST W A LL O F ROOM 116 ELEV . IS S IM ILA R

W ITH STANDARD 4 " STO REFRONT FRAM ING

CURTA IN W ALL TO HAVE

HO R IZONTA L BL INDS. SEE 8 /A4 .4

CURTA IN W ALL TO HAVE

HO R IZONTA L BL INDS. SEE 8 /A4 .4

2

2

DOUBLE SO LID -CORE W OOD DOOR

W ITH G LA SS PAN EL ST ILE

DOUBLE SO L ID -CORE

WOOD DOOR

HO LLOW M ETA L DOOR NARROW ST ILE

STO REFRONT DOOR

A-STYLE FRAM ELESS

G LASS DOOR

DOUBLE HO LLOW M ETAL DOOR AUTOM AT IC DOUBLE SL ID ING DOOR - DOOR ARE

D ES IGN ED AND ENG IN EERED TO F IT TH E JO B

1 2 3 4 5 6 7

7' - 0"

3' - 0" 6' - 0"

7' - 0"

3' - 0"

7' - 0"

6' - 0"

7' - 0"

3' - 0"

7' - 0"

3' - 0"

7' - 2"

3' - 4" 6' - 4"

7' - 2"

3' - 4"

7' - 2"

6' - 4"

7' - 2"

3' - 11 1/2"

1' - 0"

2' - 7 1/2"

7' - 0"

STA IN LESS STEEL ,

PO LISH ED /SAT IN

(BA SIS O F D ESIGN

M FG# G P303 ,

C ENTURY

HARDWARE

www .cen tu ry-

hardw are .com

5/8 " G YPSUM WA LL BO ARD

S IPS W A LL PANEL

1"

1x4 M ILL WO RK TR IM


2x8 WOOD BLO CK ING

HO LLOW M ETA L DOOR FRAM E

SO LID CO RE WOOD DOOR

DOORS W / M ILLWORK TR IM :

102A - S ID E RM 102 ON LY

102B - S ID E RM 102 ON LY

103 - BO TH S ID ES

104 - BO TH S ID ES

105 - S ID E RM 102 ON LY

107A - BOTH S ID ES


107D - S ID E RM 107 ON LY




S IPS W A LL PANEL



2x8 WOOD BLO CK ING


HO LLOW M ETA L DOOR

BRONZE O VERH EAD

DR IP G UARD

DR IP EDG E FLASH ING


HO LLOW M ETA L DOOR

ADA BRONZE ANOD IZED

THRESHO LD


3 5/8 " M TL STUD WA LL

1"



2x6 WOOD BLO CK ING


SO LID CO RE WOOD DOOR

DOORS W / M ILLWORK TR IM :



103 - BO TH S ID ES

104 - BO TH S ID ES


107A - BOTH S ID ES


107D - S ID E RM 107 ON LY



H EAD ER : (2 ) 6 " M TL STUD S

DOORS 111B, 102A , 102 B, SH ALL H AVE:

EXTER IO R ENTRANCE HARDW AREHARDW ARE SET #1

613

F IN ISH

ADA BUM PER THRESHO LD (H AGER 4775 )

3 H IN GES - 5 KNUCKLE BA LL BEAR ING 4 1 /2 "x 4 1 /2 "

H IGH - DOM E FLOOR STO P

CYLIND ER - R IM

LATCH - N IGHT LATCH (VON DU PR IN 9827NL)

DOORS 109 , 1 06A , 1 06B, 1 07A , 107B, 111A , SHALL HAVE :

ENTRANCE HARDW AREHARDW ARE SET #2 F IN ISH


CYLIND ER 6 P IN

D ES IGN - A L-SER IES - JU P IT ER A L40S (SCH LAGE O R S IM .)

LATCH - SQUARE CORNER

EXTRUD ED A LUM . DOOR H EAD DR IP EDGE

DOOR SW EEP W / IN TEGRAT ED A LUM . DOOR H EAD DR IP EDGE


CONCEALED VERT ICA L ROD D EV IC E

STR IKE - T-STR IKE

DOORS 108 , SHALL HAVE:

PA SSAGE HARDW AREHARDW ARE SET #3 F IN ISH





STR IKE - T-STR IKE

STOREFRONTHARDW ARE SET #4 F IN ISH

DOORS 016C , 107C SHALL HAVE:

BA S IS O F D ES IGN : KAW NEER , STANDARD 190 ENTRANCE H ARDW ARE

613

613

613

613

M IL

M IL

M IL

613

613

613

613

613

613

613

613

613

613

613

PULLS/PAN IC - DOR-0-M AT IC , FA LCON 1990 613

A LL HARDW ARE F IN ISH 613

DOORS 104A , 105 , 1 07D , 1 15 , 1 19A , 1 19B, SHALL HAVE :

STOREROOM HARDW AREHARDW ARE SET #5 F IN ISH





STR IKE - T-STR IKE

613

613

613

613

613

DOORS 103 , 104 , SHALL HAVE:

PU SH PU LL HARDW AREHARDW ARE SET #6 F IN ISH

2 1 /4 " x 8 3 /4 " x 3 /4 " DOOR PU LL

4 " x 16 " PU SH PLATE 613

613

H IGH - DOM E FLOOR STO P 613

K ICK DOWN DOOR HO LD ER 613

6133 H INGES - 5 KNUCKLE BA LL BEAR ING 4 1 /2 "x 4 1 /2 "

K ICK DOWN DOOR HO LD ER , ON LY O N DOOR 111B 613DOORS 113 , SHALL HAVE:

R ESTROOM HARDW AREHARDW ARE SET #7 F IN ISH




3 H IN GES - 5 KNUCKLE BA LL BEAR ING 4 1 /2 "x 4 1 /2 " 613

613

613

613

DOORS 112 , 118 B, SH ALL H AVE:

ENTRANCE HARDW AREHARDW ARE SET #8 F IN ISH


CYLIND ER 6 P IN




STR IKE - T-STR IKE

613

613

613

613

613

613

D ES IGN - B-SER IES - B6 60 D EAD LOCK (SCH LAGE O R S IM .) 613

2

2

JOHNSON

PETERSONARCH ITECTS



850 .224 .9700 VO IC E

850 .224 .9797 FA X


REG# AA001215


I JO HNSON

REV IS IO N S

# DATE COMM ENTS

I JO HNSON

DD

50%CD

80%CD

100%CDR

100%CD

I JOHNSON

I JOHNSON

I JOHNSON

07 .20 .09

09 .22 .09

11 .25 .09

01 .11 .10

02 .24 .10


2 ADDENDUM #105/19/10

LEON

COUNTY -

EA STS ID E

BRANCH

LIBRARY

100%

CONSTRUCT ION

DOCUM ENTS

DOOR &

W INDOW

DETA ILS

A5.3


D SHULER



D SHULER

D SHULER

D SHULER

D SHULER

Door Schedule

Door Number Room Door Type Height Width Thickness Door Finish Glass Frame Frame Finish Hardware Closer Comments

100A Automatic Doors Varies MFG MFG Anodized Med. Bronze Yes MFG Anodized Med. Bronze MFG

100B Automatic Doors Varies MFG MFG Anodized Med. Bronze Yes MFG Anodized Med. Bronze MFG

102A Collections Hollow Metal 7'-0" 3'-0" 1 3/4" Paint No Hollow Metal Paint 1 Yes See detail 1&4/A5.3

102B Collections Hollow Metal 7'-0" 3'-0" 1 3/4" Paint No Hollow Metal Paint 1 Yes See detail 1&4/A5.3

103 Women Restroom Solid Core Wood 7'-0" 3'-0" 1 3/4" Stain No Hollow Metal Paint 6 Yes See detail 1&4/A5.3

104 Men Restroom Solid Core Wood 7'-0" 3'-0" 1 3/4" Stain No Hollow Metal Paint 6 Yes See detail 1&4/A5.3

104A Janitors Closet Solid Core Wood 7'-0" 3'-0" 1 3/4" Stain No Hollow Metal Paint 5

105 IT Room Solid Core Wood 7'-0" 3'-0" 1 3/4" Stain No Hollow Metal Paint 5 Yes See detail 1&4/A5.3

106A Park Restroom Hollow Metal 7'-0" 3'-0" 1 3/4" Paint No Hollow Metal Paint 2 Yes

106B Park Restroom Hollow Metal 7'-0" 3'-0" 1 3/4" Paint No Hollow Metal Paint 2 Yes

107A Meeting Room Solid Core Wood 7'-0" 3'-0" 1 3/4" Stain Yes Hollow Metal Paint 2 Yes See detail 1&4/A5.3

107B Staff Work Area Solid Core Wood 7'-0" 3'-0" 1 3/4" Stain No Hollow Metal Paint 2 Yes See detail 1&4/A5.3

107C Meeting Room Storefront Entrance 7'-0" MFG MFG Anodized Med. Bronze Yes Aluminum Anodized Med. Bronze 4 Yes

107D Meeting Room - Kitchen Solid Core Wood 7'-0" 3'-0" 1 3/4" Stain No Hollow Metal Paint 5 See detail 1&4/A5.3

108 Chair Storage Solid Core Wood 7'-0" 3'-0" 1 3/4" Stain No Hollow Metal Paint 3 See detail 1&4/A5.3

109 Office Solid Core Wood 7'-0" 3'-0" 1 3/4" Stain No Hollow Metal Paint 2

111A Staff Work Area Solid Core Wood 7'-0" 3'-0" 1 3/4" Stain No Hollow Metal Paint 2 Yes See detail 1&4/A5.3 - Card Reader

111B Staff Work Area Hollow Metal 7'-0" 3'-0" 1 3/4" Paint No Hollow Metal Paint 1 Yes Card Reader

112 Staff Rest Area Solid Core Wood 7'-0" 3'-0" 1 3/4" Stain No Hollow Metal Paint 8 Yes Card Reader

113 Staff/EMS Restroom/Shower Solid Core Wood 7'-0" 3'-0" 1 3/4" Stain No Hollow Metal Paint 7 Yes

115 Supply Room Solid Core Wood 7'-0" 3'-0" 1 3/4" Stain No Hollow Metal Paint 5

116 Teen Room All Glass Entrance 7'-0" MFG MFG Glass Yes MFG Anodized Med. Bronze MFG Yes

116C Circulation Storefront Entrance 7'-0" MFG MFG Anodized Med. Bronze Yes Aluminum Anodized Med. Bronze 4 Yes Card Reader

118A EMS Station Hollow Metal 7'-0" 3'-0" 1 3/4" Paint No Hollow Metal Paint 8 Yes Card Reader

118B EMS Station Solid Core Wood 7'-0" 3'-0" 1 3/4" Stain No Hollow Metal Paint 8 Yes Card Reader

119A Electrical Room Solid Core Wood 7'-0" 3'-0" 1 3/4" Stain No Hollow Metal Paint 5

119B Storage Room Solid Core Wood 7'-0" 3'-0" 1 3/4" Stain No Hollow Metal Paint 5

A5 .3 1 /2 " = 1 '-0 "

5 .1 DOOR ELEVATIONS

A5 .3 3 " = 1 '-0 "

1 INTERIOR DOOR DTL @ SIPS

A5 .3 3 " = 1 '-0 "

2 EXTERIOR DOOR DETAIL

A5 .3 3 " = 1 '-0 "

3 EXTERIOR THRESHOLDA5 .3 3 " = 1 '-0 "

4 INTERIOR DOOR DTL @ MTL STUD

DOOR HARDWARE SCH EDULE - BA S IS O F D ES IGN

DOOR SCH EDULE

2

2

7

A6.1

A6.19

M-E

A6.15

W-E

3W-S

4

W-W

8

M-W

3' - 1 1/2" 3' - 0 7/8"

5' - 0"

4' - 3"

5' - 6"

6"

2' - 6"

9 1/2"

3' - 10 1/2" 2' - 8"

9' - 3 7/8"

1' - 3"

A6.1

6

3' - 11"

2' - 6"

1' - 3"

4' - 6"

4' - 6 3/4" 1' - 3"

5' - 9"

5' - 9 3/4"

2' - 0"

3' - 6 1/2"

2' - 6"

EQ

-

---

MEN

104

WOMEN

103

JAN.

104A

RR LOBBY

117

IT

105

PM RR

106A

PW RR

106B

1

1

3' - 8"

3' - 4"

3' - 10"

2' - 9"

VARIES

3' - 11"

VARIES

UR INAL ADA

FLOOR-

MOUNTED

TO ILET

ADA M A IN

RESTROOM

LAVATO RY

STA IN LESS

STEEL G RA B

BARS

M IRRO R PA PER

TOW EL

D ISPEN SER

SOAP

D ISPEN SER

BABY

CHANG ING

STAT ION

TO ILET

PA PER

D ISPEN SER

1 2 3 4 5 6 7 8 9 10A

1' - 5"

2' - 10"

4' - 0" 6' - 0"

COAT

HOOK

12

M T . H T . 32 " FROM

TO P EDG E O F TA BLE

W H EN O PEN

ADA

LAVATO RY

1' - 7"

TO ILET

PA PER

D ISPEN SER

10B

NAPK IN

D ISPO SAL

11A & B

1

1' - 0"

4' - 0"

T ILE BA SE

T ILE W A IN SCO T ING

CHA IR RA IL

SEM I-REC ESSED

TRASH CAN/ PA PER

TOW EL D ISPENSER

T ILE

W A IN SCO T ING

T ILE BA SE

SO AP

ADA LAVATO RY

LARGE M IRRO R

4' - 0"

1' - 0"

5' - 0"

2' - 0"

3' - 0"

3' - 10"

2' - 6"

LARGE M IRRO R

SM ALL M IRRO R

PA PER TOW EL D ISPEN SER

SOAP D ISPENSER

ADA S INK

DR INK ING FO UNTA IN

RESTROOM PART IT IO N S

GRAB BARS

1' - 0"

4' - 10"

LAVATO RY COUNTERTO P

BATHROOM PART IT IO N

3' - 0"

2' - 0"

2' - 6"

3' - 10"

3' - 6 1/2"

4' - 10"

1' - 0"

RESTROOM PART IT ION -

VERT ICAL D IM EN S IO N S

TYP .

FLOO R-MOUNTED TO ILET

2" 3' - 6 1/2" 2"

10

A6.1

1' - 8"

EQ EQ

CAST- IRON RECTANGULAR

LAVATO RY . BA SIS O F D ES IGN :

K-2826-96 BY KOH LER ,

"B ISCU IT " CO LO R

2"

2' - 1"

CHROM E-PLATED GOO SEN ECK

FAUCET W / M OT ION SENSO R

(2 ) STEEL BRACKETS SU PPO RT ING

COUNTERTO P (1100 LBS LO AD CA PAC ITY

PER PA IR ) W / BLACK F IN ISH . BA S IS O F

D ESIGN : H EBGO BRACKET BY H A FELE CAT .

NO . 287 .45 .477

M IRRO R MOUNTED TO W D . FRAM E

CONT. W OOD SPACERS - STA IN W /

SH ERW IN W ILL IAM S "A RMO IRE

H ICKO RY " - SW 3129-P (TYP .)

1' - 11" MIN.

CONT. 2 " SPAC E BETW EEN

COUNTER EDG E & DRYWALL

SURFAC E

2' - 6"

4"

3' - 4"

3' - 0"

1/2"

FAUC ET : SEE PLUM B ING

LAVATO RY : SEE PLUM B ING

2x W D FRAM ING FOR M IRRO R .

O FFSET 1 /2 " FROM M IRRO R

EDG E. PA INT WOOD TO

M ATCH WA LL. PRO V ID E 3 /4 " x

3/8 " RO UND H EAD R IBBED

N ECK STA IN LESS STEEL

CARR IAGE SCREW S.

CHA IR RA IL (B EYOND )

C ERAM IC T ILE W A IN SCO T ING

CERAM IC T ILE W ALL BA SE

1/2 " TH ICK SO L ID SURFACE O VER 1/2 "

PLYWOOD . BA S IS O F D ES IGN :

W ILSONART SO L ID SURFAC E

4 3/4"

2"

CAST- IRON RECTANGULAR

LAVATO RY . BA SIS O F D ES IGN :

K-2826-96 BY KOH LER ,

"B ISCU IT " CO LO R

(2 ) STEEL BRACKETS SU PPO RT ING

COUNTERTO P (1100 LBS LO AD CA PAC ITY

PER PA IR ) W / BLACK F IN ISH . BA S IS O F

D ESIGN : H EBGO BRACKET BY H A FELE CAT .

NO . 287 .45 .477

1' - 0"

DR IP EDG E

STEEL ANGLES ATTACH ED TO 2X BLOCK ING

SU PPO RT ING S INK EDG E A S SHOWN .

9"

10' - 4 1/8"

6' - 10 3/4"

3' - 9 1/4"

6' - 2"

2' - 0"

2' - 0"

EQ

EQ

3' - 10 1/8"

1' - 3"

ADA SHOW ER UN IT . BA S IS O F

D ES IGN : KOH LER 12101-C .

FRAM E CAV ITY A S N EED ED FO R

SHOW ER IN STA LLAT ION

(3 ) CO AT/HAT HOOKS. BA S IS O F

D ES IGN : BRAD LEY MOD EL 9135

W ALL-MOUNTED S INK & ADA

M IRRO R A BOVE

FLOO R-MOUNTED TO ILET

GRAB BARS

11

A6.1

3' - 0"

4' - 0"

COAT/HAT HOOK

ADA SHOW ER

FRAM ING A S R EQ 'D

REC ESS SLA B 2 "

2' - 0"

JOHNSON

PETERSONARCH ITECTS



850 .224 .9700 VO IC E

850 .224 .9797 FA X


REG# AA001215


I JO HNSON

REV IS IO N S

# DATE COMM ENTS

I JO HNSON

DD

50%CD

80%CD

100%CDR

100%CD

I JOHNSON

I JOHNSON

I JOHNSON

07 .20 .09

09 .22 .09

11 .25 .09

01 .11 .10

02 .24 .10


2 ADDENDUM #105/19/10

LEON

COUNTY -

EA STS ID E

BRANCH

LIBRARY

100%

CONSTRUCT ION

DOCUM ENTS

RESTROOM

DETA ILS

A6.1


D . SH ULER



D . SH ULER

D . SH ULER

D . SH ULER

D . SH ULER

A6 .1 1 /4 " = 1 '-0 "

2 ENLARGED RESTROOM PLAN

1 /4 " = 1 '-0 "

RESTROOM FIXTURES & ACCESSORIES

A6 .1 1 /4 " = 1 '-0 "

8 MEN WEST

A6 .1 1 /4 " = 1 '-0 "

4 WOMEN WESTA6 .1 1 /4 " = 1 '-0 "

3 WOMEN SOUTH

A6 .1 1 /4 " = 1 '-0 "

9 MEN EASTA6 .1 1 /4 " = 1 '-0 "

7 SECTION THROUGH MEN'S RESTROOM

A6 .1 1 /4 " = 1 '-0 "

5 WOMEN EAST

A6 .1 1 " = 1 '-0 "

6 ENLARGED LAVATORY PLAN FOR RM 103 & 104

A6 .1 1 " = 1 '-0 "

10 LAVATORY SECTION

A6 .1 1 /4 " = 1 '-0 "

1 STAFF RESTROOM/SHOWER

A6 .1 1 /2 " = 1 '-0 "

11 SHOWER SECTION

ACCESSORY

42 " G RAB BAR BRAD LEY M OD EL 812-001-42 O R EQUAL

MOD EL

5 36 " G RAB BAR BRAD LEY M OD EL 812-001-36 O R EQUAL

TO ILET ACCESSO RY SCH EDULE

5

NO .

BAS IS O F D ES IGN

24 "x 36 " M IRRO R BRAD LEY M ODEL 781-2436 O R EQUAL6A

30 "x 46 " M IRRO R SEE D ETA IL 10/A6 .1 BRAD LEY MOD EL 7471-3046 O R EQUAL6B

PA PER TOW EL/W ASTE D ISPEN SER BRAD LEY M OD EL 2017-10 O R EQ UAL7

SOAP D ISPEN SER BRAD LEY MODEL 6438 O R EQ UAL8

STA IN LESS STEEL BABY CHANGER BRAD LEY MOD EL 962-11 O R EQ UAL9

TO ILET T ISSUE D ISPEN SER BRAD LEY MODEL 5123 O R EQ UAL10A

COAT RACK BRAD LEY MODEL 9943 O R EQ UAL12

SO L ID PLA ST IC LOCKERS BRAD LEY M ODEL 2 T IERS 60 " O R EQ UAL

NAPK IN D ISPO SAL BRAD LEY M OD EL 4721-15 O R EQ UAL11A

NAPK IN D ISPO SAL BRAD LEY M OD EL 4731-15 O R EQ UAL11A

ROOM #

103 , 104 , 106A ,

106B , 113103 , 104 , 106A ,

106B , 113

103 , 104 , 113

103 , 104 ,

106A , 106B

103 , 104 , 106A ,

106B , 113

103 , 104 ,

103 , 104 , 113

106A , 106B

106B

113

112

24 "x 36 " SS M IRRO R BRAD LEY M ODEL 7481-2436 O R EQUAL6C

103 , 104

TO ILET T ISSUE D ISPEN SER BRAD LEY MODEL 5425 O R EQ UAL10B

103

RESTROOM PART IT IO N S BRADMAR HD PE FLOO R TO CE IL ING SER IES 700 103 , 104

1

Date post:	13-Jul-2020
Category:	Documents
Upload:	others
View:	0 times
Download:	0 times

Project - LEON COUNTY · APM21: Reference 12493, Part 3 Execution, 3.04 Horizontal Mini Blind...

Documents