architects | lewis + whitlock - florida a&m university rebid question_answers.… · florida a...

Architects | Lewis + Whitlock

206 west virginia street | tallahassee florida 32301 | (ph) 850 942 1718 (fax) 850 942 2110 | (web) think3d.net | FLAA000316

Response to Questions - (Pre-bid)

Date: February 9, 2015 Re: FAMU Vet - Tech Facility The following are answers to questions submitted during the Vet Tech bidding process.

1. The allowance amount we are to include for covering Talquin Electric Cooperative

charges is not clear for me. Are we to include the $7,500.00 for the 4” service + $1,650.00 system charge for the 2” meter for a total of $9,150.00? Or are we to include $7,500.00 + $1,650.00 + $10,000.00 “Talquin Electric Fee” for a total of $19,150.00? Please clarify. The total will be $19,550.00. Please see the breakdown below: 4" line fee - All bidders will include a $7,500.00 allowance in their bid price to pay Talquin Water and Sewer Cooperative to install the 4 –inch service line connection as shown on the upper right inset of sheet C 601 (items identified as By Talquin). Talquin will purchase the materials and install them. Contactor shall make service request to Talquin and make payment to Talquin. Only the amount actually charged by Talquin will be payable to Contractor. If cost charged by Talquin is more than allowance above, the contractor will be reimbursed. 2" meter fee - All bidders shall also include in their bid price an allowance for $1,650.00 to pay Talquin Water and Sewer Cooperative the “System” fee for the up-size of the existing 1-1/2- inch water meter to a 2-inch water meter. If System fee by Talquin is more than allowance above, the contractor will be reimbursed. Electric fee - The Talquin Electric fee is $10,000.00.

Meter Can - The meter can is provided by Talquin Electric, but paid for by the contractor. The cost is approximately $400.

2. Please provide wall section of wall with hardie board siding.

See additional details for the fiber cement board siding (alternate) on sheet A1.3 and A3.3.

Florida A & M University Vet Tech Facility February 9, 2015 of 3

3. The wall type shown on A1.1 around the fire pump is wall type 5. Sheet S1.1 shows

load bearing metal stud walls in these locations. I believe the wall type on A1.1 in this area should be 6A. Please clarify. The east wall of the fire pump room should be type 5 as it is in line with the metal building structure. The other 3 walls will be metal stud walls. All walls must be 1-hour rated. A new wall type is provided for the other 3 walls - see wall type 10C.

4. In the small procedure room in the existing facility that is being renovated to provide access to the new facility there is existing plumbing in the floor. There is a drain and supply lines that are connected to the procedure table in that room. I did not notice where the plumbing is addressed on the demolition plans or on the plumbing sheets. Is it to be removed and capped below the floor or routed to a new location? Please clarify. The drain in this room shall be capped. It will not be removed.

5. In the same procedure room referenced in question 1 there is a wall mounted light fixture used at this procedure table. Is this fixture to be relocated to another location or removed and turned over the owner? Please clarify. It will be removed from the existing surgery and relocated to the new surgery. Unistrut and / or framing shall be provided to suspend the light from the new roof structure. The sheet E2.1 indicates power for the relocated surgical light. The exact location in the new room will be coordinated with the user.

6. In the existing facility, the procedure room that will be renovated to create access to the new facility contains a procedure table. Is the contractor responsible for relocating, moving, or disposing of this table? Please clarify. The contractor will be responsible for removal of the furnishings as part of demolition. Furnishings will be turned over to the owner.

7. Will the tables that are to be removed (Demo Note A) from the existing classroom space be turned over to the owner, disposed of by the contractor, or moved to some other location by the contractor? Please clarify. They will be turned over to the owner.

8. On A1.1 construction note 19 requests an alternate for substituting wall type 6 for wall types 5 and 6A. It appears this would require deleting the girts from the PEMB structure and framing this wall with 6” studs. Is the intent to delete the PEMB girts at these locations if the alternate is selected? Would that alternate wall type stop at the “Feline Holding Area” or continue all the way to the north west corner and around the new fire pump room? Please see the provided details (in Addendum 2) for the wall condition if the fiber cement alternate is chosen. Where girts exist, furring channels will be

Florida A & M University Vet Tech Facility February 9, 2015 of 3

attached to them, running vertically, to support plywood sheathing and the fiber cement siding.

9. Sheet E1.0 shows (2) new underground primaries. We assume Talquin is responsible for the wire. Who is responsible for the conduit? If this is to be included in our scope of work, what size conduit should be included? There is in fact only 1 primary underground feeder, the one from the southwest. All primary work is done by Talquin Electric.

10. Sheet A0.1 has BS.3 listed. Please provide specification for 6” tile base. The tile base and floor reference are deleted. The floors in the toilet room will be sealed concrete. A sealed concrete specification is provided in this addendum.

11. Are we to include Telecom in our bid?

Conduit and boxes only. 12. On page E1.1 in the darkroom in the existing building there is a wall mounted fixture

symbol labeled RED LIGHT, are we supplying this fixture? If so we need specs for it.

A red, incandescent bulb in a keyless socket.

End of Response to Questions

Florida A & M University Vet Tech

AL+W 12207.6 CONCRETE AND MASONRY COATINGS 099723 -1

SECTION 099723CONCRETE AND MASONRY COATINGS

PART 1 GENERAL1.01 RELATED REQUIREMENTS

A. Section 099000 - Painting and Coating.1.02 REFERENCE STANDARDS

A. ASTM B117 - Standard Practice for Operating Salt Spray (Fog) Apparatus; 2011.B. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials;

2014.C. ASTM E96/E96M - Standard Test Methods for Water Vapor Transmission of Materials; 2013.

1.03 SUBMITTALSA. See Section 013000 - Administrative Requirements, for submittal procedures.B. Product Data: Provide data indicating coating materials .C. Manufacturer's Certificate: Certify that products meet or exceed specified requirements.D. Maintenance Data: Include cleaning procedures and repair and patching techniques.

1.04 QUALITY ASSURANCEA. Maintain one copy of each referenced document that applies to application on site.B. Manufacturer Qualifications: Company specializing in manufacturing the Products specified in

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

minimum 5 years documented experience.1.05 MOCK-UP

A. Provide mock-up , 5 feet long by 5 feet wide, illustrating coating, for each specified coating.B. Locate where directed.C. Mock-up may remain as part of the Work.

1.06 FIELD CONDITIONSA. Do not install materials when temperature is below 55 degrees F or above 90 degrees F.B. Maintain this temperature range, 24 hours before, during, and 72 hours after installation of

coating.C. Restrict traffic from area where coating is being applied or is curing.

1.07 WARRANTYA. See Section 017800 - Closeout Submittals, for additional warranty requirements.

PART 2 PRODUCTS2.01 MANUFACTURERS

A. Concrete and Masonry Coatings:1. Concrete Coatings, Inc.2. Substitutions: Section 016000 - Product Requirements.

2.02 CONCRETE AND MASONRY COATINGSA. Provide concrete sealer for interior application, non-yellowing, clear acrylic-based

1. Moisture retention: ASTM C309 - 0.21 kg/m2 at 200 ft2 / gallon and 0.32 kg/m2 at 300 ft /gallon.

2. Abrasion resistance: 160 mg lost, CS-17 wheel, 1000 g load, 1000 cycles.

Florida A & M University Vet Tech

AL+W 12207.6 CONCRETE AND MASONRY COATINGS 099723 - 2

2.03 MATERIALSA. Coatings - General: Provide complete systems formulated and recommended by manufacturer

for the applications indicated.1. Maximum volatile organic compound (VOC) content: As required by applicable

regulations.PART 3 EXECUTION3.01 EXAMINATION

A. Verify existing conditions before starting work.B. Verify that substrate surfaces are ready to receive work as instructed by the coating

manufacturer. Obtain and follow manufacturer's instructions for examination and testing ofsubstrates.

C. Cementitious Substrates: Do not begin application until substrate has cured 28 days minimumand measured moisture content is not greater than 16 percent.

3.02 PREPARATIONA. Clean surfaces of loose foreign matter.B. Remove substances that would bleed through finished coatings.C. Remove finish hardware, fixture covers, and accessories and store.D. Protect adjacent surfaces and materials not receiving coating from spatter and overspray; mask

if necessary to provide adequate protection. Repair damage.3.03 PRIMING

A. Apply primer to all surfaces, unless specifically not required by coating manufacturer. Apply inaccordance with coating manufacturer's instructions.

3.04 COATING APPLICATIONA. Apply coatings in accordance with manufacturer's instructions, to thicknesses specified.B. Apply in uniform thickness coats, without runs, drips, pinholes, brush marks, or variations in

color, texture, or finish. Finish edges, crevices, corners, and other changes in dimension withfull coating thickness.

3.05 CLEANINGA. Collect waste material that could constitute a fire hazard, place in closed metal containers, and

remove daily from site.B. Clean surfaces immediately of overspray, splatter, and excess material.C. After coating has cured, clean and replace finish hardware, fixtures, and fittings previously

removed.3.06 PROTECTION

A. Protect finished work from damage.END OF SECTION

DRAWN: REVIEWED: DATE: Sheet No:Description:

3.DESIGN DEVELOPMENTADVANCED SCHEMATIC DESIGNCONCEPT SCHEMATIC DESIGN

PHASE:

100% CONSTR. DOCUMENTS

50% CONSTRUCTION DOCUMENTSBID DOCUMENTS

DRAWN: REVIEWED: DATE:

Vet

erin

aria

n - T

echn

olog

y Fa

cilit

y

REVISIONS:

2.

5.4.

1.

6.FL AA0003316

Lewis + Whitlock

Seal:

Job

Title

:P

roje

ct #

:

Pha

se:

Qui

ncy,

FL

CS

Clie

nt:Fl

orid

a A

&M U

nive

rsity

100%

Con

stru

ctio

n D

ocum

ents

architectureinterior designplanning

Architects206 west virginia st | tallahassee. fl 32301

ph: 850 942 1718 | fax: 850 942 2110www.think3d.net

1220

7.6

Cover Sheet

THESE DRAWINGS AND RENDERINGS ARE INSTRUMENTS OF SERVICE. THEDRAWINGS AND ASSOCIATED COPIES THEREOF, INCLUDING ELECTRONICMEDIA AND CADD FILES, ARE THE PROPERTY OF ARCHITECTS: LEWIS +WHITLOCK, P.A. THEIR USE, REPRESENTATION OR REPRODUCTION IN ACTUALOR CONTENT BY ANY ENTITY THAT POSSESSES THEM FOR ANY PURPOSEEXCEPT BY WRITTEN AGREEMENT WITH THE ARCHITECT IS PROHIBITED. THISCOPYRIGHT NOTIFICATION SHALL BE TRUE AS IF DIRECTLY PLACED ON EACHDRAWING EXHIBIT OR RENDERING ON THIS DOCUMENT AND SHALL NOT BEREMOVED FROM THESE DOCUMENTS.

Mechanical Electrical and Plumbing:FloridaA&MUniversityTallahassee, FL

H2 Engineering114 East Fifth Avenue

Tallahassee, FL 32303850.224.7922

H2Engineering.com

George and Associates1697 Commonwealth Lane

Suite 200Tallahassee, FL 32303

850.521.0344gaceng.net

Barkley Consulting Engineers3494 Martin Hurst Rd.Tallahassee, FL 32312

850.297.1697barkleyengineering.com

Civil: Structural:

SM C. WHITLOCK 4/28/14

SM, KM C. WHITLOCK 6/16/14

CSD1.1LS1.1LS1.2A0.1A1.0A1.1A1.2A1.3A2.1A2.2A3.1A3.2A3.3A4.1A5.1A5.2A6.1

Cover SheetDemolition PlanLife Safety PlanCode Summary and Fire SystemsGeneral Notes, Partition Types and Finish ScheduleArchitectural Site PlanFirst Floor PlanRoof PlanEnlarged Plans and DetailsExterior ElevationsExterior ElevationsBuilding SectionsBuilding Sections and DetailsCanopy Sections, Details, and Pump House FoundationInterior ElevationsDoor Schedule, Door and Window ElevationsDoor and Window DetailsFirst Floor Reflected Ceiling Plan

PROJECT AREA

PROJECT LOCATION

A1.11

A1.11

A1.1

1

2

3

4

A1.11

A1.11

A1.11

100% Construction Documents

Quincy. FL

AL+W Project #12207.6

Architectural General Notes: Index of Drawings:Legend of Architectural Symbols: Standard Abbreviations:

2) ALL DIMENSIONS ARE TO THE FACE OF STUD OR STUD TRACK, CENTER LINE OF STUD OR STUD TRACK, FACE OF MASONRY

AND TO THE CENTER LINE OF STRUCTURAL STEEL COLUMNS, UNLESS OTHERWISE INDICATED.

3) WHERE STRUCTURAL DESIGN LOADS ARE NOT PROVIDED FOR ANY COMPONENTS REQUIRING MANUFACTURER

OR FABRICATOR ENGINEERING, AND MINIMUM LOADING CONDITIONS ARE NOT PROVIDED IN APPLICABLE CODES

AND STANDARDS, CONSULT ARCHITECT PRIOR TO PROCEEDING.

13) THE CONTRACTOR SHALL ERECT AND MAINTAIN ALL REASONABLE SAFEGUARDS FOR SAFETY AND HEALTH, INCLUDING

POSTING DANGER SIGNS AND OTHER WARNING AGAINST HAZARDS, AS WELL AS PROMULGATING SAFETY STANDARDS.

4) DIMENSIONS FOR PATHS OF EGREES INCLUDING CORRIDORS AND STAIRS SHALL MEAN CLEAR WIDTH BETWEEN CORRIDOR

WALLS, AND AT STAIRS CLEAR WIDTH BETWEEN WALLS OR CURBS.

6) IF AN ORDER OF PRECEDENT FOR THE INTERPRETATION OF DOCUMENTS IS NOT PROVIDED IN THE PROJECT MANUAL (IF

PROVIDED), AND A CONFLICT OCCURS IN THE SPECIFICATIONS, ON THE DRAWINGS, OR BETWEEN THE DRAWINGS AND

SPECIFICATIONS, CONTACT THE ARCHITECT. ALL REQUEST FOR CLARIFICATION TO THE ARCHITECT SHALL BE MADE IN WRITING.

THE ARCHITECT'S RESPONSE SHALL BE MADE IN WRITING AND NO FORMAL INSTRUCTIONS SHALL BE GIVEN VERBALLY.

8) ALL FIRE RATED PARTITION OR WALL ASSEMBLIES SHALL EXTEND FROM THE FLOOR SLAB TO THE UNDERSIDE OF THE

BUILDING STRUCTURE AND/OR DECK ABOVE. ALL PENETRATIONS IN RATED CONSTRUCTION SHALL BE PROPERLY SEALED TO

INSURE THE RATING IS MAINTAINED.

15) THE CONTRACTOR SHALL MAINTAIN A CLEAN WORK PREMISE AT ALL TIMES AND SHALL CLEAN CONSTRUCTION SITE OF

ALL DEBRIS DAILY. THE WORK PREMISE SHALL BE CLEAN AT COMPLETION OF JOB AND BEFORE FINAL PAYMENT IS MADE.

9) ALL FIRE RATED FLOOR/CEILING OR ROOF/CEILING ASSEMBLIES SHALL BE CONTINUOUS BETWEEN PARTITIONS AND/OR WALLS

FOR THE SPACE OR HORIZONTAL AREA INDICATED. ALL PENETRATIONS IN RATED CONSTRUCTION SHALL BE PROPERLY SEALED

TO INSURE THE RATING IS MAINTAINED.

16) THE CONTRACTOR SHALL TAKE CARE NOT DAMAGE EXISTING SURFACES AND SHALL BE RESPONSIBLE FOR RESTORING

AREAS DAMAGED BY THE CONTRACTOR (MATERIALS, FINISHES, ETC.) TO THEIR ORIGINAL CONDITIONS. SURFACES SHALL BE

REPAINTED TO MATCH EXISTING ADJACENT FINISHES.

10) TYPICAL AND STANDARD DETAILS MAY BE PROVIDED IN THE DRAWINGS. IF A SPECIFIC DETAIL IS NOT PROVIDED

FOR CONDITION OF FABRICATION AND/OR INSTALLATION, CONTACT THE ARCHITECT PRIOR TO PROCEEDING.

11) THE INSTALLATION OF MECHANICAL, PLUMBING AND ELECTRICAL ITEMS (INCLUDING UTILITIES, ROUGH-INS, SYSTEM

COMPONENTS AND FINISHED FIXTURES) IN EXPOSED TO VIEW AREAS OR SPACES SHALL BE UNDERTAKEN WITH SKILL AND

CRAFTMANSHIP TO PROVIDE A FINISHED CONDITION ACCEPTABLE TO THE ARCHITECT. ALL EXPOSED TO VIEW ITEMS SHALL

BE FINISHED WITH PAINT UNLESS OTHERWISE SPECIFIED TO BE PREFINISHED OR NOT TO BE PAINTED.

12) THESE GENERAL NOTES HAVE THE SAME AUTHORITY AS OTHER NOTES AND REFERENCES IN THE DRAWINGS OR

SPECIFICATIONS AND SHALL NOT BE EXCLUDED IN THE EXECUTION OF THE WORK. THEY MAY REQUIRE COORDINATION

BETWEEN VARIOUS TRADE CONTRACTORS. IN ADDITION TO THESE GENERAL NOTES, REFER TO DEMOLITION AND

CONSTRUCTION NOTES SPECIFIC TO EACH DRAWING.

1) THESE DRAWINGS AND RENDERINGS ARE INSTRUMENTS OF SERVICE. THE DRAWINGS AND COPIES THEREOF,

INCLUDING ELECTRONIC MEDIA AND CAD FILES, ARE THE PROPERTY OF ARCHITECTS: LEWIS + WHITLOCK, P.A. THEIR

USE, REPRESENTATION OR REPRODUCTION IN ACTUAL FORM OR CONTENT BY ANY ENTITY THAT POSSESSES THEM FOR

ANY PURPOSE EXCEPT BY WRITTEN AGREEMENT WITH THE ARCHITECT IS PROHIBITED. THE COPYRIGHT NOTIFICATION

SHALL BE TRUE AS IF DIRECTLY PLACED ON EACH DRAWING, DETAIL, EXHIBIT OR RENDERING ON THIS DOCUMENT AND

SHALL NOT BE REMOVED FROM THESE DOCUMENTS.

14) THE CONTRACTOR SHALL BE RESTRICTED TO AREAS SPECIFIED BY THE OWNER FOR ON-SITE STORAGE OF MATERIALS

5) DO NOT SCALE DRAWINGS, IF THERE IS A CONFLICT IN DIMENSIONS OR IF THERE IS INSUFFICIENT DIMENSIONING, CONTACT THE

ARCHITECT FOR CLARIFICATION PRIOR TO PROCEEDING.

7) WHERE CLEAR DIMENSIONS ARE INDICATED, THIS SHALL MEAN CLEAR WIDTH FROM FINISHED WALL TO FINISHED

WALL OR CLEAR FLOOR AREA BETWEEN BUILDING COMPONENTS.

TO BREAK OFF PARTS OF DRAWING

FINISH COLOR

DEMOLITION NOTESALPHABETICAL

CONSTRUCTION NOTESNUMERICAL

REVISION

DOUBLE DASHED LINE

PROPERTY LINES, BOUNDRY LINES

DASHED LINESHIDDEN, FUTURE, OR EXIST. CONST. TO BE REMOVED

BREAK LINE

SINGLE DASH LINE

ELEVATION, SECTION

PROJECT NORTH

BUILDING SECTION REFERENCE

WALL SECTION REFERENCE

DETAIL REFERENCE

INTERIOR ELEVATION

ELEVATION REFERENCE

1A

C1

1

OR DETAIL IS DRAWN

SHEET NUMBER WHERE

2

A5.1

NUMBER INDICATESSECTION, ELEVATION OR DETAIL

COLUMN LINES

ELEVATIONREFERENCEPOINT

DASH AND DOTFIRE RATED WALLS

for

Florida A&M University

S1.1 Foundation Plan - StructuralS2.1 Foundation Details - StructuralS2.2 Foundation Details - Structural

M0.1 General Notes and Legends - HVACM0.2 Schedules - HVACM1.1 Floor Plan - HVACM2.1 Details - HVACM2.2 Details - HVAC

P0.1 General Notes and Legends - PlumbingP1.1 First Floor Plan - PlumbingP1.2 Enlarged Floor Plans - PlumbingP2.1 Details - PlumbingP2.2 Details - Plumbing

F0.1 General Notes and Legends - Fire SystemsF1.1 First Floor Plan - Fire SystemsF2.1 Details - Fire Systems

E0.1 General Notes and Legends - ElectricalE1.0 Site Plan - ElectricalE1.1 First Floor Plan - LightingE2.1 First Floor Plan - PowerE3.1 Riser Diagrams and Panel Schedules - ElectricalE4.1 Details - Electrical

TC1.1 Floor Plan - Telecommunications

June 16, 2014Applicable Codes:

Area Map

-AIR CONDITIONING-AMERICAN CONCRETE INSTITUTE-ACOUSTICAL CEILING TILE-ADJACENT-ABOVE FINISH FLOOR-ALTERNATE-ALUMINUM-AMERICAN SOCIETY OF TSTG. & MTLS.

-BOARD-BELOW FINISH FLOOR-BUILDING-BOLT-BEAM-BOTTOM-BEARING

-CENTER TO CENTER-CEMENT-CUBIC FEET-CUBIC FEET PER MINUTE-CORNER GUARD-CIRCLE, CIRCULAR-CAST-IN-PLACE-CONTROL JOINT-CEILING-CLOSET-CLEARANCE, CLEAR-CONCRETE MASONRY UNIT-COLUMN-COMPRESSOR, COMPOSITE-CONCRETE-CONSTRUCTION-CONTINUOUS-CORRUGATED-COUNTERSINK-CENTER

-DOUBLE-DIRECT APPLIED EXT FINISH SYSTEM-DEGREES-DETAIL-DRINKING FOUNTAIN-DIAMETER-DIMENSION-DOWN-DOWNSPOUT-DETAIL-DRAWING

-EACH-EXPANSION JOINT-ELECTRICAL-ELEVATOR, ELEVATION-ENCLOSURE-EQUAL-EQUIPMENT-ELECTRICAL WATERCOOLER-EXHAUST-EXISTING-EXTERIOR

A/CACIACTADJAFFALTALUMASTM

BDBFFBLDGBLTBMBOTBRG

C/CCEMCFCFMCGCIRCIPCJCLGCLOCLRCMUCOLCOMPCONCCONSTRCONTCORRCSCTR

DBLDEFSDEGDTLDFDIADIMDNDSDTLDWG

EAEJELECELEVENCLEQEQUIPEWCEXHEXEXT

FDFEBFECFFFHCFINFLFLGFTFTG

GAGALVGENGNDGWBGYP

HCHDRHDRLHMHORZHGT

IDININSULINT

JANJBJT

KKD

LLAMLAVLBSLHLLLLHLLVLTLLTWTLVR

-FLOOR DRAIN-FIRE EXTINGUISHER W/ BRACKET-FIRE EXTINGUISHER IN CABINET-FINISH FLOOR-FIRE HOSE CABINET-FINISH-FLOOR-FLASHING-FOOT OR FEET-FOOTING

-GAUGE-GALVANIZED-GENERAL-GROUND-GYPSUM WALLBOARD-GYPSUM

-HANDICAPPED ACCESSIBLE-HEADER-HANDRAIL-HOLLOW METAL-HORIZONTAL-HEIGHT

-INSIDE DIAMETER (DIM.)-INCHES-INSULATION-INTERIOR

-JANITOR-JAMB-JOINT

-KIPS (KILO POUND OR 1000LBS.)-KILN DRIED

-STEEL ANGLE, LENGTH-LAMINATED-LAVATORY-POUNDS-LEFT HAND-LIVE LOAD-LONG LEG HORIZONTAL-LONG LEG VERTICAL-LINTEL-LIGHTWEIGHT-LOUVER

MMATLMAXMCMECHMTLMEZZMFRMINMISCMKMOMTDMULL

NNANICNOMNSNTS

OAOCODOHOPPOPPH

PCFPKGPLPLAMPLYWDPNLPRPREFABPREPPSFPSIPTPVCPVMT

QCQT

REFREINFREQDREVRHRMRO

-METER-MATERIAL-MAXIMUM-MEDICINE CABINET-MECHANICAL-METAL-MEZZANINE-MANUFACTURER-MINIMUM-MISCELLANEOUS-MARK-MASONRY OPENING-MOUNTED-MULLION

-NORTH-NOT APPLICABLE-NOT IN CONTRACT-NOMINAL-NON SHRINK-NOT TO SCALE

-OVERALL-ON CENTER-OUTSIDE DIAMETER-OVERHEAD-OPPOSITE-OPPOSITE HAND

-POUNDS PER CUBIC FOOT-PARKING-PLATE-PLASTIC LAMINATE-PLYWOOD-PANEL-PAIR-PREFABRICATED-PREPARATION-POUNDS PER SQUARE FOOT-POUNDS PER SQUARE INCH-PRESSURE TREATED, PAINT, POINT-POLYVINYL CHLORIDE-PAVEMENT

-QUALITY CONTROL-QUARRY TILE

-REFERENCE-REINFORCED, REINFORCEMENT-REQUIRED-REVISION-RIGHT HAND-ROOM-ROUGH OPENING

SANSCSECTSEWSFSGLSIMSJSPKLRSQSSTSTDSTLSTORSTRUCTSUSP

TBDTELTEMPT&GTHKTOBTOCTOFTOSTSTVTYP

UNFUONUR

VCTVBVERTVESTVFYVOLVT

W/W/CWDW/OWPWWF

-SANITARY-SOLID CORE-SECTION-SEWER-SQUARE FEET-SINGLE-SIMILAR-SAWED JOINT-SPRINKLER-SQUARE-STAINLESS STEEL-STANDARD-STEEL-STORAGE-STRUCTURAL-SUSPENDED

-TO BE DETERMINED-TELEPHONE-TEMPORARY, TEMPERATURE-TONGUE & GROOVE-THICK-TOP OF BEAM-TOP OF CONCRETE-TOP OF FOOTING-TOP OF STEEL-STRUCTURAL TUBE STEEL-TELEVISION-TYPICAL

-UNFINISHED-UNLESS OTHERWISE NOTED-URINAL

-VINYL COMPOSITION TILE-VAPOR BARRIER-VERTICAL-VESTIBULE-VERIFY-VOLUME-VINYL TILE

-WITH-WATER CLOSET-WOOD-WITHOUT-WATERPROOF, WORKING POINT-WELDED WIRE FABRIC

Location Map

NOTE: CONTRACTOR SHALL PROVIDE ANY INFORMATION AND/OR PRODUCTAPPROVAL NUMBERS AS REQUIRED BY FLORIDA STATUTE 553.842 AND FLORIDA

ADMINISTRATIVE CODE 9B-72

Florida Building Code, Building (FBC-B)

Florida Building Code, PlumbingFlorida Fire Prevention Code (FFPC)National Electrical Code (NEC)

Florida Building Code, MechanicalFlorida Building Code, Fuel Gas

2010 Edition

2010 Edition

Florida Building Code, Existing Building (FBC-EB) 2010 Edition

2010 Edition

2010 Edition2010 Edition2010 Edition

2012 EditionFlorida Building Code, Accessibility (FBC-A)

C001 Cover Page - CivilC002 Drawing Index and Notes - CivilC101 Existing Conditions and Erosion Control Plan - CivilC300 Overall Site Plan - CivilC301 Site Plan - CivilC401 Grading Plan - CivilC601 Utility Plan - CivilC602 Water Main Extension - CivilC801 Site DetailsC802 Septic Tank and Drainfield DetailsLS101 Landscape Plan

RWW KM, CW 1/26/15ADDENDUM 1

FAMU Animal Healthcare ComplexVeterinarian - Technology Facility

ADDENDUM 2 RWW KM, CW 2/9/15

NORTH

NORTH



PHASE:




Vet

erin

aria

n - T

echn

olog

y Fa

cilit

y

REVISIONS:

2.

5.4.

1.

6.FL AA0003316

Lewis + Whitlock

Seal:

Job

Title

:P

roje

ct #

:

Pha

se:

Qui

ncy,

FL

D1.1

Clie

nt:Fl

orid

a A

&M U

nive

rsity

100%

Con

stru

ctio

n D

ocum

ents




1220

7.6

Demolition Plan




Tallahassee, FL 32303850.224.7922

H2Engineering.com






Civil: Structural:



C

F

CC

A

B

E

D

GG

GG

G

E

INFILL AT REMOVED WINDOW W/ LIKECONSTRUCTION TO ADJACENT WALL-

STAGGER SIDING JOINTS 2' MIN.

AA

AA

H CONSTRUCTION TO BE REMOVED

EXISTING PARTITION TO REMAIN

Demoltion Legend

EXISTING CONSTRUCTION TO REMAIN

PARTITION TO BE REMOVED

A REMOVE EXIST. TABLES AND ASSOCIATED HARDWARE -COORDINATE W/ ELEC. DEMO. TURN OVER TO OWNER.

B REMOVE EXIST. MILLWORK AND ASSOCIATED HARDWARE

C REMOVE EXIST. PARTITION

D REMOVE EXIST. DOOR AND FRAME

E REMOVE EXIST. WINDOW AND FRAME

F COORDINATE WALL DEMO W/ NEW DOOR INSTALLATION

G REMOVE EXISTING FINISH FLOOR

H REMOVE EXISTING CEILING MOUNTED SURGICAL LIGHT FOR REUSE IN NEW BUILDING.

2

2

2

North 3/16" = 1'-0"

1st Floor Demolition Plan1

Demolition Legend

Demo Notes

NOTE: ALL ENVELOPE DEMOLITION SHALL BE COORDINATEDWITH NEW CONSTRUCTION TO MAINTAIN SECURITY,WEATHERTIGHTNESS, AND BLDG. ACCESS




PHASE:




Vet

erin

aria

n - T

echn

olog

y Fa

cilit

y

REVISIONS:

2.

5.4.

1.

6.FL AA0003316

Lewis + Whitlock

Seal:

Job

Title

:P

roje

ct #

:

Pha

se:

Qui

ncy,

FL

LS1.1

Clie

nt:Fl

orid

a A

&M U

nive

rsity

100%

Con

stru

ctio

n D

ocum

ents




1220

7.6

Life Safety Plan




Tallahassee, FL 32303850.224.7922

H2Engineering.com






Civil: Structural:



1

2

WD

R

DW

FEC

FEC

1

2

cani

neho

ldin

g10

9radiology

diagnosticlab

anatomylab111

mech

rr

rrrr

rr

stg

dir ofc

ofc kitchen

darkroom

ofc

classroom

ofc

reception

library /lounge

ofc

outdoornecropsy

102

washrm106

rr113

cani

neru

n10

2

rr112

srg110B

stg105A

elec101

mech.102

felineholding

107

firepump

114

pharmacy

com. rm.104

1

EXIT

18

2 1

1

2

4 2

26

MAX. TRAVEL DISTANCE = 62'

19

EXITanimalfeed108

srgprep110A

isol.hold.

103

supplies105B

corridor100

FEC

INDICATES # OF OCCUPANTSFOR A PARTICULAR BUILDINGAREA

LEGENDLIFE SAFETY BUILDING INFORMATION

#

#INDICATES # OF OCCUPANTSFOR AREAS THAT INCLUDEOCCUPANT LOADS FROMADJACENT SPACES

#INDICATES # OF OCCUPANTSTO EXIT OUT OF ANIDENTIFIEDEXIT OPENING

NEW BLDG AREA = 3,760 SFOUTDOOR SPACE = 380 SF

EXIT

TOTAL OCCUPANT LOAD CLASSROOM BUILDING: 38 OCCUPANTS

FIRE EXTINGUISHER CABINET

FIRE RATED PARTITION

North 3/16" = 1'-0"

1st Floor Life Safety Plan1

RWW KM, CW 1/26/15ADDENDUM 1ADDENDUM 2 RWW KM, CW 2/9/15



PHASE:




Vet

erin

aria

n - T

echn

olog

y Fa

cilit

y

REVISIONS:

2.

5.4.

1.

6.FL AA0003316

Lewis + Whitlock

Seal:

Job

Title

:P

roje

ct #

:

Pha

se:

Qui

ncy,

FL

A0.1

Clie

nt:Fl

orid

a A

&M U

nive

rsity

100%

Con

stru

ctio

n D

ocum

ents




1220

7.6

General Notes, Partition Typesand Finish Schedule




Tallahassee, FL 32303850.224.7922

H2Engineering.com






Civil: Structural:



8

8A

9

10

1A

8B

11

4

8C

8D

8E

6

7

3

2

5

6A

1B

7A

8F

8G

10A

10B

11A

12

10C

4 3/4"

4 3/4"7 1

/2"

4 3/4"

3"

1'-3/4

"

4 3/4"

4 3/4"

4 3/4"

7 1/4"

5 1/2"

7 1/4"

7 1/2"

4 3/4"

3"

3-5/8" METAL STUDS @ 16" O.C.BATT INSULATION

5/8" GYPSUM BOARD

5/8" GYPSUM BOARD

3-5/8" METAL STUDS @ 16" O.C.BATT INSULATION5/8" GYPSUM BOARD - MOISTURE RESISTANT EA. SIDE

2-1/2" METAL STUDS @ 24" O.C.

5/8" GYPSUM BOARD

6" METAL STUDS @ 24" O.C.

5/8" GYPSUM BOARD -MOISTURE RESISTANT

SEE STRUCT. DWGS. FOR REINFORCEMENT

5/8" FIRECODE CORE C GYPSUM BOARD - EA. SIDE


5/8" GYPSUM BOARD

1" THICK GYPSUM LINER PANELS

2-1/2" C-H STUDS @ 24" O.C.

5/8" FIRECODE C COREGYPSUM WALL BOARD

METAL PANEL SIDING

INSULATION AS SPECIFIED2-1/2" METAL STUDS @ 16" O.C.

5/8" GYPSUM BOARD

FOAM CELL FILL INSULATION @ ALLNON-REINFORCED CELLS

5/8" FIRECODE CORE C GYPSUM BOARD


5/8" GYPSUM BOARD -ABUSE / MOISTURE / FIRE RESISTANT

5/8" GYPSUM BOARD - MOISTURE / FIRE RESISTANT


5/8" GYPSUM BOARD -ABUSE / MOISTURE / FIRE RESISTANT


3-5/8" METAL STUDS @ 24" O.C.BATT INSULATION5/8" GYPSUM BOARD - MOISTURE / FIRE RESISTANT

5/8" EXTERIOR SHEATHING

6" MTL STUDS @ 16" O.C.BATT INSULATION

5/8" ABUSE/ MOISTURERESISTANT GYPSUM BOARD

MOISTURE BARRIER8" CEMENT BOARD (TYP) LAP SIDING

8" WALL GIRTBATT INSULATION2-1/2" METAL STUDS @ 16" O.C.5/8" GYPSUM BOARD

8" WALL GIRT

5/8" EXTERIOR SHEATHINGMOISTURE BARRIER8" CEMENT BOARD (TYP) LAP SIDING

6" CONCRETE MASONRY UNITSEE STRUCT. DWGS. FOR REINFORCEMENTFILL ALL CELLS WITH GROUT

INSULATION AS SPECIFIED

METAL PANEL SIDING

8" WALL GIRT

6" CONCRETE MASONRY UNITSEE STRUCT. DWGS. FOR REINFORCEMENTFILL ALL CELLS WITH GROUT


2-1/2" C-H STUDS @ 24" O.C.


INSULATION AS SPECIFIED

METAL PANEL SIDING OR FIBER CEMENT LAP SIDING8" WALL GIRT

5/8" EXTERIOR SHEATHING

6" MTL STUDS @ 16" O.C.BATT INSULATION5/8" GYPSUM BOARD

MOISTURE BARRIERMETAL PANEL SIDING OR FIBER CEMENT LAP SIDING

MOISTURE BARRIER

SEE STRUCT. DWGS. FOR REINFORCEMENT

FOAM CELL FILL INSULATION @ ALLNON-REINFORCED CELLS

8" WALL GIRTBATT INSULATION2-1/2" METAL STUDS @ 16" O.C.

5/8" ABUSE/ MOISTURE RESISTANTGYPSUM BOARD

8" CEMENT BOARD (TYP) LAP SIDING

5/8" EXTERIOR SHEATHINGMOISTURE BARRIER


3-5/8" METAL STUDS @ 24" O.C.BATT INSULATION5/8" GYPSUM BOARD - MOISTURE RESISTANT

5/8" GYPSUM BOARD

3-5/8" METAL STUDS @ 24" O.C.


5/8" GYPSUM BOARD - FIRE /MOISTURE RESISTANT



5/8" GYPSUM BOARD -MOISTURE RESISTANT EA.SIDE


2-1/2" C-H STUDS @ 24" O.C.

5/8" FIRE/ MOISTURE RESISTANTGYPSUM WALL BOARD

TOP AND BOTTOM PIPE RAILS - CONT.

CHAIN LINK FENCING AS SPECIFIEDFENCE CONNECTION AS SPECIFIED

FILL ALL CELLS WITH GROUT


5/8" GYPSUM BOARD - FIRE /MOISTURE RESISTANT


MOISTURE BARRIERMETAL PANEL SIDING OR FIBER CEMENT LAP SIDING

20 GA. 7/8" FURRING CHANNELS @ 24" O.C.


1 HR. RATED PARTITIONUL DESIGN U465

UL DESIGN U415 - SYSTEM 'A'





UL DESIGN U415 - SYSTEM 'A'1 HR. RATED PARTITION


1 HR. RATED PARTITION

UL DESIGN U415 - SYSTEM 'A'1 HR. RATED PARTITION


1. THE CONTRACTOR SHALL EXAMINE THE SITE AND EXISTING CONDITIONS ANDBECOME FAMILIAR WITH ALL CONDITIONS WHICH MAY AFFECT THE WORK,PRIOR TO STARTING.

2. DIMENSIONS INDICATED FOR NEW PARTITIONS ARE TO THE CENTER OFPARTITION OR EDGE OF STUD FOR METAL PARTITIONS. MASONRY PARTITIONSARE TO EDGE OF WALL (OR SLAB EDGE).

3. ALL NEW WALL SURFACES SHALL BE FINISHED AND PAINTED PERSPECIFICATIONS.

4. CLEAN AND PREP ALL AREAS WITHIN SCOPE OF WORK TO RECEIVE NEW FINISHES.

5. DIMENSIONS INDICATED FOR EX. CONSTRUCTION ARE ACCURATE TO +/- 1".

6. CONTRACTOR SHALL PATCH AND REPAIR ALL WALLS THAT ARE IMPACTED BYMECHANICAL AND/OR ELECTRICAL CONDUIT, PIPING, AND ALL OTHER MISCDEVICES

7. ALL WORK IS TO BE LAID OUT TRUE, SQUARE, AND PLUMB, AND TO EXACT ANDCORRECT DIMENSIONS. IF DIMENSIONAL DISCREPANCIES ARE DISCOVERED,THE CONTRACTOR MUST NOTIFY THE OWNER AND THE ARCHITECT IN WRITINGPRIOR TO PROCEEDING. THE ARCHITECT WILL ISSUE A DIMENSIONAL ORLAYOUT CORRECTION.

8. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL TRADES ANDWORK, INCLUDING WORK OF OTHERS WHERE AFFECTED.

9. THE CONTRACTOR SHALL PROVIDE BARRICADES, DUST CONTROL, TEMPORARYPOWER, LIGHTING, TELEPHONE SERVICE, ETC. AS REQUIRED TO COMPLETETHE WORK.

10. THE CONTRACTOR SHALL MAINTAIN A FULL SET OF COMPLETE AND CURRENTDRAWINGS AVAILABLE FOR REVIEW AT THE JOB SITE AT ALL TIMES. ALL FIELDMODIFICATIONS TO THE ORIGINAL DESIGN DOCUMENTS SHALL BE NOTED ANDMAINTAINED FOR THE OWNERS'S RECORD COPY.

11. ALL EXISTING FIRE EXTINGUISHERS TO BE REUSED IN CONSTRUCTION SHALLBE RE-CERTIFIED BEFORE REINSTALLATION

WALL BASE AS SCHEDULED

3 5/8" (362S162-33) METALSTUDS @ 24" O.C.

USE (362S162-33) TRACKW/ .145" PAF @ 24" O.C.

FINISH FLOORINGAS SCHEDULED

EXISTING CONCRETE SLAB

CEILING AS SCHEDULED

5/8" GYP. WALL BD. EA. SIDE

SOUND ISOLATION BATTS

EXISTING METALDECK AND SLAB

USE (362S162-33) TRACK W/ .145" PAF @ 24" O.C.

SEALANT - CONT. EA. SIDE

SEE

ROOM

FIN

ISH

SCHE

DULE

3-5/8" METAL STUDS (362S162-33) @ 16" O.C.

(362S162-33) MTL. TRACK

METAL BRACING (362S162-33) @ 4'-0" O.C. MIN.

FASTENERS PER FRAMING MFRS. REQUIREMENTS

EXISTING CEILING TO REMAINBREAK METAL WALL CAP

NEW PARTITION

2'-0"

R-30 UNFACED BATT INSULATION @4'-0" WIDE ABOVE ALL PARTITIONS

BRACING LOCATIONS SHALL BEDETERMINED IN THE FIELD BY

THE INSTALLER - MIN. 4' O.C.

3 5/8" (362S162-33) METAL STUDS @ 24" O.C.USE (362S162-33) TRACK W/ .145" PAF @ 24" O.C.

WALL BASE AS SCHEDULED

FINISH FLOORING AS SCHEDULED

EXISTING CONCRETE SLAB

CEILING AS SCHEDULED

5/8" GYP. WALL BD. EA. SIDE

SOUND ISOLATION BATTS

SEE

ROOM

FIN

ISH

SCHE

DULE

ROOM NO. ROOM NAME

1ST FLOOR100 CORRIDOR F1.1 BS.1 W1.1 W1.1 W1.1 W1.1 C1.1101 ELEC. CLST. F1.1 BS.1 W1.1 W1.1 W1.1 W1.1 C1.1102 MECH. CLST. F1.1 BS.1 W1.1 W1.1 W1.1 W1.1 -103 ISOLATION HOLD. F1.1 BS.1 W1.1 W1.1 W1.1 W1.1 C3.1104 COM. ROOM F1.1 BS.1 W1.1 W1.1 W1.1 W1.1 C1.1105A STORAGE F1.1 BS.1 W1.1 W1.1 W1.1 W1.1 C1.1105B SUPPLIES CLST. F1.1 BS.1 W1.1 W1.1 W1.1 W1.1 C1.1106 WASH ROOM F1.1 BS.1 W1.1 W1.1 W1.1 W1.1 C1.1107 FELINE HOLD. F1.1 BS.1 W1.1 W1.1 W1.1 W1.1 C3.1108 ANIMAL FEED F1.1 BS.1 W1.1 W1.1 W1.1 W1.1 C1.1109 CANINE HOLD. F1.1 BS.1 W1.1 W1.1 W1.1 W1.1 -110A SURGERY PREP. F1.1 BS.1 W1.1 W1.1 W1.1 W1.1 C3.1110B SURGERY F1.1 BS.1 W1.1 W1.1 W1.1 W1.1 C3.1111 ANATOMY LAB F1.1 BS.1 W1.2 W1.2 W1.2 W1.3 C1.1112 RESTROOM F1.1 BS.1 W1.1 W1.1 W1.1 W1.1 C2.1113 RESTROOM F1.1 BS.1 W1.1 W1.1 W1.1 W1.1 C2.1X DARK ROOM F1.2 BS.1 W1.4 W1.4 W1.4 W1.4 EXX LIBRARY / LOUNGE F1.2 BS.1 W1.4 W1.4 W1.4 W1.4 EXX RECEPTION F1.2 BS.1 W1.4 W1.4 W1.4 W1.4 EXX OFFICE F1.2 BS.1 W1.4 W1.4 W1.4 W1.4 EX

CEILING

FIN

ISH

NO

TES

WA

LL

TRE

ATM

EN

T

WA

LL

TRE

ATM

EN

T

FIN

ISH

WA

LL

TRE

ATM

EN

T

EAST

NO

TES

NO

TES

FIN

ISH

FLOOR BASE

FIN

ISH

FIN

ISH

NORTHWALLS

FIN

ISH

NO

TES

/

AC

CE

SS

OR

IES

WEST

NO

TES

/

AC

CE

SS

OR

IES

FIN

ISH

SOUTH

NO

TES

/

AC

CE

SS

OR

IES

NO

TES

/

AC

CE

SS

OR

IES

WA

LL

TRE

ATM

EN

T

FLOORSF1.1 SEALED CONCRETEF1.2 VINYL FLOORING - MARMOLEUM CONCRETE - COLOR 3706 BETONF1.3 NOT USEDF1.4 NOT USEDWALL BASEBS.1 JOHNSONITE 4" VINYL WALL BASE, COLOR FAWN #80BS.2 HOSPITAL COVE - FLOORING MATERIAL

WALLSW1.1 SHERWIN WILLIAMS FIELD PAINT, AGREEABLE GREY, SW-7029W1.2 SHERWIN WILLIAMS FIELD PAINT, ANEW GREY, SW-7030W1.3 SHERWIN WILLIAMS ACCENT PAINT, VIVA GOLD, SW-6367W1.4 SHERWIN WILLIAMS FIELD PAINT, MATCH EXISTING WALL COLOR - PROVIDE SAMPLE FOR ARCHITECTS APPROVALW1.5 NOT USED

CEILINGSC1.1 NEW ACT, SEE SPECIFICATIONSC2.1 NEW HARD CEILING, PAINTED SHERWIN WILLIAMS CEILING WHITEC3.1 NEW ACT, WASHABLE - SEE SPECIFICATIONS

MILLWORKPL1 WILSONART PLASTIC LAMINATE, GREY MESH, 4877-38PL2 WILSONART PLASTIC LAMINATE, BRONZE LEGACY, 4656-60SS-1 SOLID SURFACE COUNTER TOP - WILSONART CHIPPED CHOCOLATE, 9104 CS(5)SS-2 SOLID SURFACE EPOXY RESIN COUNTER

WOOD FINISHESST-1 NOT USED

TRIM, DOORS AND WINDOWSPT-1 SHERWIN WILLIAMS ACCENT PAINT, VIRTUAL TAUPE, SW-7039PT-2 NOT USED

1. SOLAR SHADES AT WINDOWS, TYPICAL2. ALL SURFACE WIRE MOLDING TO BE PAINTED AS WALL COLOR

FLOORSF1.1 SEALED CONCRETEF1.2 VINYL FLOORING - MARMOLEUM CONCRETE - COLOR 3706 BETONF1.3 NOT USEDF1.4 NOT USEDWALL BASEBS.1 JOHNSONITE 4" VINYL WALL BASE, COLOR FAWN #80BS.2 HOSPITAL COVE - FLOORING MATERIAL

WALLSW1.1 SHERWIN WILLIAMS FIELD PAINT, AGREEABLE GREY, SW-7029W1.2 SHERWIN WILLIAMS FIELD PAINT, ANEW GREY, SW-7030W1.3 SHERWIN WILLIAMS ACCENT PAINT, VIVA GOLD, SW-6367W1.4 SHERWIN WILLIAMS FIELD PAINT, MATCH EXISTING WALL COLOR - PROVIDE SAMPLE FOR ARCHITECTS APPROVALW1.5 NOT USED

CEILINGSC1.1 NEW ACT, SEE SPECIFICATIONSC2.1 NEW HARD CEILING, PAINTED SHERWIN WILLIAMS CEILING WHITEC3.1 NEW ACT, WASHABLE - SEE SPECIFICATIONS

MILLWORKPL1 WILSONART PLASTIC LAMINATE, GREY MESH, 4877-38PL2 WILSONART PLASTIC LAMINATE, BRONZE LEGACY, 4656-60SS-1 SOLID SURFACE COUNTER TOP - WILSONART CHIPPED CHOCOLATE, 9104 CS(5)SS-2 SOLID SURFACE EPOXY RESIN COUNTER

WOOD FINISHESST-1 NOT USED

TRIM, DOORS AND WINDOWSPT-1 SHERWIN WILLIAMS ACCENT PAINT, VIRTUAL TAUPE, SW-7039PT-2 NOT USED

1. SOLAR SHADES AT WINDOWS, TYPICAL2. ALL SURFACE WIRE MOLDING TO BE PAINTED AS WALL COLOR

2

2

2

3/4" = 1'-0"

Partition Types

General Construction Notes

1/2" = 1'-0"

Typical Interior Wall Section1

1" = 1'-0"

Typical Interior Wall Bracing Detail2

1" = 1'-0"

Typical Int. Ceiling Over Wall Detail3

1/2" = 1'-0"

Typical Interior Wall Section4

Finish Schedule




PHASE:




Vet

erin

aria

n - T

echn

olog

y Fa

cilit

y

REVISIONS:

2.

5.4.

1.

6.FL AA0003316

Lewis + Whitlock

Seal:

Job

Title

:P

roje

ct #

:

Pha

se:

Qui

ncy,

FL

A1.0

Clie

nt:Fl

orid

a A

&M U

nive

rsity

100%

Con

stru

ctio

n D

ocum

ents




1220

7.6

Architectural Site Plan




Tallahassee, FL 32303850.224.7922

H2Engineering.com






Civil: Structural:



1

2

15'-0"

+/-1

6'-6"

7'-0"

6'-9"

4'-0"8'-

0"6'-

0"

EXISTING PARKINGEXISTING PARKING

EXIST. INCENERATOR

EXIST. LP GAS STORAGE TANK

EXISTING DRIVE

EXISTING DRIVE EXISTING DRIVE

LINE OF ROOF - ABOVE

CONCRETE SLAB - SLOPE TO DRAIN

EXIST. SLAB

EXIST. BLDG.EXIST. BLDG.

RELOCATE EXIST.POWER POLE -

SEE ELECTRICAL

EXIST. MECH. EQUIP. - TO REMAINEXIST. MECH. EQUIP. - TO REMAINEXIST. MECH. EQUIP. - TO REMAINEXIST. MECH. EQUIP. - TO REMAIN

EXIST. FOUNDATION VENTS - TO REMAIN- TYP.

CONCRETE SLAB - BROOM FINISH -SLOPE FROM BUILDING - SEEDETAILS

CANINE OPEN EXERCISE AREA -CHAIN LINK FENCE AS SPECIFIED

NEW BLDG.NEW BLDG.

LINE OF ROOF ABOVE

EXISTING PARKINGEXISTING PARKING

EXIST. POWER POLE - TO REMAIN

EXIST. FENCE - TO REMAIN

EXIST. MECH. EQUIP. - TO REMAIN

CONCRETE STAIR WITHHANDRAIL- 3 RISERS @ 6", 2

TREADS @ 1'-0"

EXIST. SIDEWALK

EXIST. SIDEWALK

2A1.0

LIGHT POLE -SEE ELEC DWGS. - TYP.

6" T

YP.

3'

1-1/2" CONT. S.S. HANDRAILAT 36" AFF, TYP.

#4 BAR AT NOSING - TYPICAL ALLRISERS

3/8" COMPRESSIBLE JOINTFILLER - TYP.

MIN. 4" CLEAN, COMPACTEDFILL BELOW CONCRETE, TYP.

#5 BAR CONT.

4" THICK 3000 PSI CONCRETEWITH 6X6 (W2.9/W2.9) WWF

4 MIL POLYETHYLENE VAPORBARRIER

SUBGRADE, 95% COMPACTED

1' 1' 1' 1'

North 3/32" = 1'-0"

Site Plan1

1" = 1'-0"

Stair Details2


NOTE:PROVIDE - MANUFACTURED PUMP HOUSE -LOCATED ON CIVIL DRAWINGS -DESCRIBED IN SPECIFICATIONS



PHASE:




Vet

erin

aria

n - T

echn

olog

y Fa

cilit

y

REVISIONS:

2.

5.4.

1.

6.FL AA0003316

Lewis + Whitlock

Seal:

Job

Title

:P

roje

ct #

:

Pha

se:

Qui

ncy,

FL

A1.1

Clie

nt:Fl

orid

a A

&M U

nive

rsity

100%

Con

stru

ctio

n D

ocum

ents




1220

7.6

First Floor Plan




Tallahassee, FL 32303850.224.7922

H2Engineering.com






Civil: Structural:



SF3

X10

4

X101

X10

3

105B

SF5SF5

105A 101104 103

109A

SF2 SF1

110A

113

112

111A

110B

100A

102

SF4

109B 111B

108

107 106

SF1

SF2

114

1

2

WD

R

DW

1

2

3

4

5

1

2

4A1.3

1A1.3

2A1.3

3A1.3

5A3.3

6A3.3

70'-0"

EXISTING BUILDING

18'-10" 1'-0" 1'-2" 6'-0" 10'-6" 8" 20'-0" 8" 4" 15'-6" 8"

33'-1

0 1/4"

2'-0"

17'-4

1/4"

6'-4"

3'-10

1/2"

8'-7"

16'-3 3/4" 7'-7 3/4" 7'-7"9'-7"

8'-8"6'-8"

56'-6"

4" 1'-10" 6'-0" 8" 6'-0" 3'-10" 8" 6'-2 1/4" 6'-3 1/2" 14'-0" 10'-8"

15'-0"

17'-8"

3'-0"

5'-0"

5'-0"

17'-0"

1'-4"

1'-4"

6'-2"

6'-6"

6'-6"

6'-6"

6'-6"

6'-6"

6'-6"

6'-3" 1'-0"

6'-1 3

/4"2'-

0"4'-

0"2'-

0"5'-

2 1/2"

1'-1 1/2" 14'-2" 15'-5" 15'-5" 14'-2" 2'-9" 7'-0"

9'-9"

6'-3"

4'-0"

27'-8 1/4"

4"18

'-4"

17'-8

"17

'-8"

17'-8

"3'-

4"

75'-0

"

8'-7 1

/4"13

'-0"

1'-6"

4'-10"

9'-8" 17'-2" 12'-2"

16'-6" 11'-8"

9'-10

"18

'-0"

10'-11 3/4" 16'-8 1/2"

22'-2

"

4'-0"

9'-0"

3'-0"

13'-2 1/2"

5'-3"

+/-

5'-10" +/-

6A3.2

1A3.2

5A4.1

2A2.2

2A4.1

1

4A4.1

3

A4.1

7A4.1

1

1

2

2

2

2

2

2

2

2

1

3

4

4

4

1

5

5

5

5

5

4

4

12

7

1

2

6 6

15

13

13

99

99

14

12

MTL BAR GRATINGOVER EXIST.

FOUNDATION VENT

SLAB EDGE

3

8F

5

8F

8C 8F

1616

8F

5

8

55

6

6

6

8

8

17

17

1212

121212

10

INFILL AT REMOVED WINDOW W/ LIKECONSTRUCTION TO ADJACENT WALL-

STAGGER SIDING JOINTS 2' MIN.

8

11

18

5

5

99

19

19

19

19

19

1919

19

19

EXTENT OFALT. SIDING

CONC. SPLASH BLOCK@ DOWNSPOUT











6A

8D 8 8C

6A

8

1A

8D

8E

8A

8

8A

10A

10B

2

2

2

2

2

2

2

12

12

12

12

12

12

12

12

12

54

6A

1B 1B 1B

12

1A11

1B

8D

8F

5

88

18D

2

12

9

8F

8C

8

11A

11

11

8G8G

8E

8E

12

12

12

12

12

12

12

12

8E

11A

11

TYP

TYP

TYP

TYP

TYP

TYP

TYP

FD

FD

FD

FD

FD

FD

FD

FD

FD

TYP

FD

FD

FD

FD

FD

FD

FD

FD

FD

FD FD

FD FD

EXTENT OFALT. SIDING

T J T J T J

T J

T J

T J

T J T J

T J

T J T J T J T J

T J

H

cani

neho

ldin

g10

9

radiology

diagnosticlab

anatomylab111

mech

rr

rrrr

rr

stg

dir ofc

ofc kitchen

darkroom

ofc

classroom

ofc

reception

library /lounge

ofc

outdoornecropsy

102

washrm106

rr113

cani

neru

n10

2

rr112

srg110B

stg105A

elec101

mech.102

felineholding

107

firepump

114

pharmacy

9A3.2

BA3.1

1A2.1

com. rm.104

8

8X102

3A3.2

1'-3"

AA3.1

AA3.1

2A2.1

5

animalfeed108

srgprep110A

isol.hold.

103

supplies105B

corridor100

8A3.2

EXISTING PARTITION TO REMAIN

EXISTING CONSTRUCTION TO REMAIN

NEW CONSTRUCTION

CONSTRUCTION ABOVE

NEW PARTITION

1 CHAIN LINK FENCING

2 PET DOOR - SECURITY BOSS KENNEL CLAD INSULATED GUILLOTINEKENNEL DOG DOORS 16"X24" W/ CABLE LIFT ROUTED TO KENNELENTRY - MASONRY OPENING TO BE FULLY GROUTED

3 EMERGENCY SHOWER/ EYE WASH AS SPECIFIED

4 CHAIN LINK GATE - 2'--6" X 7'-0" W/ EXTRA HEAVY DUTY LATCH

5 6" CMU WALL TO 4'-8" AFF. CHAIN LINK FROM 4'-8" TO CEILING ABOVE

6 FURNITURE - BY OWNER

7 ALTERNATE - CMU - GARDEN WALL TO 2'-0" AFF. SEE ELEVATIONS.

8 FLOOR DRAIN (FD)

9 PATCH, REPAIR AND PAINT EXIST. PARTITION AT REMOVEDCONSTRUCTION

10 UTILITY SINK W/ 2 STAINLESS SHELVES ABOVE

11 NICROPSY SCREEN WALL. SEE STRUCT. DWGS.

12 REPLACE FINISH FLOOR - THIS AREA

13 FELINE HOUSING ENCLOSURE - BY OWNER

14 EXIST. MILLWORK TO BE MODIFIED SEE - DETAILS

15 ADA COMPLIANT HI-LOW DRINKING FOUNTAIN

16 20 GA. TEXTURED STAINLESS STEEL TO 4' A.F.F. - BASIS OF DESIGN -MCNICHOLS ITEM # R800000148

17 PARTITION TYPE TO UNDERSIDE OF EXISTING CELING - SEE DETAIL5/A0.1

18 SLAB EXTENSION FOR CONDENSER - SEE MECH.

19 ALTERNATE - INSTALL 8" FIBER CEMENT LAP SIDING (PARTITIONTYPE 6) WHERE INDICATED IN LIEU OF METAL PANEL SIDING(PARTITION TYPE 5 & 6A) - SEE SPEC. SECTION 012300 FORCOMPLETE ALTERNATE DESCRIPTION.

1 CHAIN LINK FENCING

2 PET DOOR - SECURITY BOSS KENNEL CLAD INSULATED GUILLOTINEKENNEL DOG DOORS 16"X24" W/ CABLE LIFT ROUTED TO KENNELENTRY - MASONRY OPENING TO BE FULLY GROUTED

3 EMERGENCY SHOWER/ EYE WASH AS SPECIFIED

4 CHAIN LINK GATE - 2'--6" X 7'-0" W/ EXTRA HEAVY DUTY LATCH

5 6" CMU WALL TO 4'-8" AFF. CHAIN LINK FROM 4'-8" TO CEILING ABOVE

6 FURNITURE - BY OWNER

7 ALTERNATE - CMU - GARDEN WALL TO 2'-0" AFF. SEE ELEVATIONS.

8 FLOOR DRAIN (FD)

9 PATCH, REPAIR AND PAINT EXIST. PARTITION AT REMOVEDCONSTRUCTION

10 UTILITY SINK W/ 2 STAINLESS SHELVES ABOVE

11 NICROPSY SCREEN WALL. SEE STRUCT. DWGS.

12 REPLACE FINISH FLOOR - THIS AREA

13 FELINE HOUSING ENCLOSURE - BY OWNER

14 EXIST. MILLWORK TO BE MODIFIED SEE - DETAILS

15 ADA COMPLIANT HI-LOW DRINKING FOUNTAIN

16 20 GA. TEXTURED STAINLESS STEEL TO 4' A.F.F. - BASIS OF DESIGN -MCNICHOLS ITEM # R800000148

17 PARTITION TYPE TO UNDERSIDE OF EXISTING CELING - SEE DETAIL5/A0.1

18 SLAB EXTENSION FOR CONDENSER - SEE MECH.

19 ALTERNATE - INSTALL 8" FIBER CEMENT LAP SIDING (PARTITIONTYPE 6) WHERE INDICATED IN LIEU OF METAL PANEL SIDING(PARTITION TYPE 5 & 6A) - SEE SPEC. SECTION 012300 FORCOMPLETE ALTERNATE DESCRIPTION.

2

2

2

North 3/16" = 1'-0"

1st Floor1

Drawing LegendConstruction Notes




PHASE:




Vet

erin

aria

n - T

echn

olog

y Fa

cilit

y

REVISIONS:

2.

5.4.

1.

6.FL AA0003316

Lewis + Whitlock

Seal:

Job

Title

:P

roje

ct #

:

Pha

se:

Qui

ncy,

FL

A1.2

Clie

nt:Fl

orid

a A

&M U

nive

rsity

100%

Con

stru

ctio

n D

ocum

ents




1220

7.6

Roof Plan




Tallahassee, FL 32303850.224.7922

H2Engineering.com






Civil: Structural:



1

2

3

4

5

12

2A1.0

10' 16'-2" 2'

10'

32'

2'75

'7'-

9 1/4"

2' 56'-2" 7'

12'

8'-6"

5'

4" SQUARE ALUM. DOWNSPOUT

METAL ROOF PANEL

METAL ROOF PANEL

6" SQUARE ALUM. GUTTER



8'

SLOP

E3:1

2

SLOP

E3:1

2

SLOPE3:12

SLOPE1/2:12

SLOPE1.25:12

8'

LINE OF WALL BELOW



METAL FASCIA

METAL ROOF PANEL

METAL RIDGE CAP

STANDING SEAM METAL ROOFSTANDING SEAM METAL ROOFEXHAUST DUCT PENETRATION -

SEE MECH. DWGS.

CRICKET

EXISTING ROOF - TO REMAINEXISTING ROOF - TO REMAIN

GUTTER - TYP

GUTTER - TYP

GUTTER - TYP

LINE OF WALL BELOW




4" SQUARE ALUM. DOWNSPOUT4" SQUARE ALUM. DOWNSPOUT


LINE OF ALUMINUM CANOPY BELOW

LINE OF ALUMINUM CANOPY BELOW4" SQUARE ALUM. DOWNSPOUT


4" SQUARE ALUM. DOWNSPOUT4" SQUARE ALUM. DOWNSPOUT


North 3/16" = 1'-0"

Roof Plan1




PHASE:




Vet

erin

aria

n - T

echn

olog

y Fa

cilit

y

REVISIONS:

2.

5.4.

1.

6.FL AA0003316

Lewis + Whitlock

Seal:

Job

Title

:P

roje

ct #

:

Pha

se:

Qui

ncy,

FL

A1.3

Clie

nt:Fl

orid

a A

&M U

nive

rsity

100%

Con

stru

ctio

n D

ocum

ents




1220

7.6

Enlarged Plans and Details




Tallahassee, FL 32303850.224.7922

H2Engineering.com






Civil: Structural:



1'

6'-11

1/4"

6'6'

1'

6'-11

1/2"

10'

EQ. EQ.

3'-6" 1'

3'-6" 1'

1'-5"

2'1'

1'-5"1'

2'

7"

7"

R 2'-6"

R 2'-6"

2'X5' PREP. TABLE BY OWNER

2'X5' PREP. TABLE BY OWNER

STORAGE CABINET - BY OWNER



2'X5' SURGICAL TABLE - BY OWNER

HANDS FREE FAUCET CONTROLS

12" DEEP BASIN - SCRUB SINK

SURGICAL RECOVERY KENNEL - BY OWNER

CEILING MOUNTED SURGICAL LAMP - ABOVE

CEILING MOUNTED SURGICAL LAMP - ABOVE

FAUCET CONNECTION AND DRAIN

FAUCET CONNECTION AND DRAIN

CEILING MOUNTED SURGICAL LAMP -ABOVE -CENTER ON TABLE

12" DEEP BASE CABINET

12" DEEP UPPER CABINETW/ GLASS DOORS

24" DEEP BASE CABINET

SURGICAL EQUIPMENTSTORAGE AREA

OUTLETS MOUNTED AT 4'-6" A.F.F. - SEE ELEC. DWGS.

OUTLETS MOUNTED ABOVEBACKSPLASH - SEE ELEC.

DWGS.

OUTLETS MOUNTEDABOVE BACKSPLASH

SEE ELEC. DWGS.

STERILE GLOVE AND GOWN AREA

OUTLETS MOUNTED AT 2'-0" A.F.F. - TYP.THIS ROOM - SEE ELEC. DWGS.

A2

A3

A1

A5

A13

A2

A3

A11A11

A5

A12

A4

A6

A8

A13

A1

A6

A4

A12

60"x

59"

30"x

48"

60"x

59"

30"x

48"

CL

CL

CL

CL

C

C

C

C

32"x48"

CL

CL

FD

30"x48"

30"x48"rr

113

rr112

srg110B

srgprep110A

corridor100

A1 36" GRAB BAR, 1 1/2" DIA; BRADLEY #812

A2 42" GRAB BAR, 1 1/2" DIA; BRADLEY #812

A3 TOILET TISSUE DISPENSER - GEORGIA PACIFIC, 59209 - COLOR SMOKE

A4 SOAP DISPENSER - GOJO , 4150-06 FMX-12 1250 ML, GRAY COLOR

A5 DIAPER CHANGING STATION - KOALA KARE PRODUCTS

A6 SEMI-RECESSED WASTE RECEPTACLE - BRADLEY 334-10 W/ VINYLLINER

A7 NOT USED

A8 SANITARY NAPKIN RECEPTACLE- BRADLEY4781-15

A9 INSULATED UNDER SINK PROTECTIONS, MAINLINE ML102EZ LAV GUARD 2, ONE P-TRAP COVER, TWO ANGLE VALVES AND SUPPLY COVERS

A10 SURFACE MOUNT WASTE RECEPTACLE - BRADLEY 3565

A11 CLOTHES HOOK - BRADLEY 9114

A12 MIRROR, 16"W X 36"H - BRADLEY 7815

A13 PAPER TOWEL DISPENSER - GEORGIA PACIFIC, 59460 - COLOR SMOKE

4'-6"

3'-10

"

18"44

" MAX

.48" M

AX.

36" M

AX.

24" M

AX.

12"

12" A1/A2

A3

A8

A3A11

CL

MTL PANEL SIDINGOVER AIR AND WATER BARRIER

OVER EXTERIOR SHEATHING

CONC. SIDEWALK -SEE CIVIL DWGS.


STRUCTURAL FRAME BY MBM

5/8" GYP. WALL BD.

BATT INSULATION AS SPECIFIED

5/8" GYP. WALL BD.MTL FRAMING -SEE PARTITION TYPES

'Z' GIRT BY MBM

THRESHOLD AS SCHEDULED

OUTSIDE CORNER TRIM BY MBM

2 1/2" 8"

8"2 1

/2"

CORRUGATED METAL SIDING

OUTSIDE CORNER TRIM BY MBM

TAPERED STEEL COLUMN -ENGINEERED BY MTL. BLDG. MFR.

CORRUGATED METAL SIDING

INSULATION SYSTEM AS SPECIFIED

+/- 6

" ON

CMU

COUR

SING

+/- 6

" ON

CMU

COUR

SING

16"

6" -

TYP.

-1/2"

-1/2"

8" CMU SEE STRUCT. DRAWINGSFOR REINFORCEMENT. FILL ALL

NON-REINFORCED CELLS W/FOAM INSULATION - SEE SPECS.

INTERIOR ALUMINUM PANEL

CHANNEL SIDE RAILS

WEATHERIZED / UV FLAP

OUTER K9 DOOR FRAME

GUILLOTINE K9 DOOR W/ PULLY AND CABLE LIFT TO KENNEL ENTRY

FLOOR DRAIN - SEE PLUMBING DWGS.

2" DIAMETER FENCE POST - EMBED6" CMU FULLY GROUTED - SEE STRUCT. DWGS.

2" DIAMETER FENCE RAIL BEYOND

CHAIN LINK OUTDOORKENNEL PARTITION

CHAIN LINK OUTDOOR KENNELPARTITION

CHAIN LINK KENNEL GATE - WITH LATCH - TYP.

AT DRAIN

AT DRAIN

SLOPE

SLO

PE

SLOPE

SLO

PE

8"

8"

MTL PANEL SIDINGOVER AIR AND WATER BARRIER

OVER EXTERIOR SHEATHING



STRUCTURAL FRAME BY MBM

5/8" GYP. WALL BD.

BATT INSULATION AS SPECIFIED

5/8" GYP. WALL BD.MTL FRAMING -SEE PARTITION TYPES

THRESHOLD AS SCHEDULED

FIBER CEMENT LAP SIDING

VAPOR BARRIER

5/8" FIRE RETARDANT PLYWOOD

FIBER CEMENT TRIM


VAPOR BARRIER

5/8" FIRE RETARDANT PLYWOOD


3'-3" 3'-

10"

2'-6"

3'-4"

2'-8"3'

3'-8"

A6

A4

A5

A9

A10

A12

A13

FINISH FLOOR

2

North 1/2" = 1'-0"

Enlarged Plan4

Accessory Schedule

Acc. Mounting Height

North 1 1/2"= 1'-0"

Plan Detail3

North 1 1/2"= 1'-0"

Plan Detail2

North 1" = 1'-0"

Plan Detail1

North 1 1/2"= 1'-0"

Plan Detail - Fiber Cement Alternate3

NOTE:PLUMBING AND ELECTRICAL FIXTURES ARE SHOWN FOR CLARITY. FINALLOCATIONS WILL BE DETERMINED BY THE MECHANICAL / ELECTRICALENGINEER AND SHOWN ON THEIR RESPECTIVE DRAWINGS




PHASE:




Vet

erin

aria

n - T

echn

olog

y Fa

cilit

y

REVISIONS:

2.

5.4.

1.

6.FL AA0003316

Lewis + Whitlock

Seal:

Job

Title

:P

roje

ct #

:

Pha

se:

Qui

ncy,

FL

A3.3

Clie

nt:Fl

orid

a A

&M U

nive

rsity

100%

Con

stru

ctio

n D

ocum

ents




1220

7.6

Canopy Sections, Details, andPump House Foundation




Tallahassee, FL 32303850.224.7922

H2Engineering.com






Civil: Structural:



2" 2"

GROUT HOLE LEFT BYSTYROFOAM BLOCK-OUT

PER CANOPY MFG.RECOMMENDATIONS

4" CONCRETE SLAB, SEESTRUCT. DWGS.

CONCRETE FOOTING PERSTRUCTURAL DWGS.

DIAGONAL DRAIN PLATE, BYCANOPY MANUF.

DRAIN HOLE, BYCANOPY MANUF.

PRE-FINISHED 4" x 4"ALUMINUM CANOPY

COLUMN

CONCRETESTOP PLATE

C L

SLOPE SLOPE

VARIESTOP OF SLAB

1' SEE SHEET A1.0 FOR COLUMN SPACING 1'

6"4"

2A3.3

PREFINISHED ALUMINUM4"x4" DRAIN COLUMN

PREFINISHED ALUM. 4"x6"EXTRUDED DRAIN BEAM

PREFINISHED ALUM.EXTRUDED FASCIA

ALUMINUM CANOPY:

FLAT SYSTEM: STANDARD DOUBLE T BENT, WELDED EXTRUDED ALUM.WALKWAY COVER SYSTEM:

DRAIN BEAM: 6X4 DIMENSIONS, W/ OVERHANGCOLUMN: 4X4 DIMENSIONSEXTRUDED ALUM. DECK: SELECTED BY MFR. TO BE VERIFIED BY ARCHITECTFINISH: SUBMIT SAMPLE TO ARCHITECT FOR APPROVAL

BY:PERFECTION ARCHITECTURAL SYSTEMS, INC.2310 MERCATOR DRIVEORLANDO, FL 32807(800) 238-7207

CANOPY NOTES:1. CONTRACTOR TO PROVIDE SHOP DWGS. TO ARCHITECT FOR

APPROVAL PRIOR TO INSTALLATION.2. CANOPY SYSTEM INSTALLATION TO BE PER MANUFACTURERS

SPECIFICATIONS AND DRAWINGS.

8'-0"TOP ALUM. DRAIN BEAM

4A3.3

3A3.3 8'

2' @ SOUTH CANOPY - 6" @ NORTH CANOPY2' @ SOUTH CANOPY - 6" @ NORTH CANOPY

4' @ SOUTH CANOPY - 7' @ NORTH CANOPY


PREFINISHED ALUM. 4"x6"EXTRUDED DRAIN BEAM


PREFINISHED ALUM.EXTRUDED CANOPY PANEL

SOUTHNORTH

8'-0"TOP ALUM. DRAIN BEAM

6"4"

2"2"VARIES


PREFINISHED ALUM. 4" X 8"EXTRUDED DRAIN BEAM

PREFINISHED ALUM.EXTRUDED CANOPY PANEL

FASCIA BRACING, AS REQ'D.


DRAINAGE KNOCK-OUT ATEA. VALLEY, TYP

C L

RAINWATER

8'-0"TOP ALUM.

DRAIN BEAM

20 GA. 7/8" FURRINGCHANNEL @ 24" OC

PEMB COLUMN

J-TRACK

5/8" GWB

1" GWB CORE BOARD

PEMB GIRT

BASE ANGLE

SEALANTCLOSURE

VAPOR BARRIER


5/8" FIRE RATED PLYWOOD SHEATHING

SEALANT

VAPOR BARRIER


5/8" FIRE RATED PLYWOOD SHEATHING6" GMS

5/8" GWB

BATT INSULATION

2

1 1/2"= 1'-0"

Canopy Foundation Detail4

3/8" = 1'-0"

Canopy Elevation1 3/8" = 1'-0"

Canopy Section2

1 1/2"= 1'-0"

Canopy Eave Detail3

1 1/2"= 1'-0"

Wall Section - Fiber Cement Alternate5 1 1/2"= 1'-0"

Wall Section - Fiber Cement Alternate6




PHASE:




Vet

erin

aria

n - T

echn

olog

y Fa

cilit

y

REVISIONS:

2.

5.4.

1.

6.FL AA0003316

Lewis + Whitlock

Seal:

Job

Title

:P

roje

ct #

:

Pha

se:

Qui

ncy,

FL

A5.1

Clie

nt:Fl

orid

a A

&M U

nive

rsity

100%

Con

stru

ctio

n D

ocum

ents




1220

7.6

Door Schedule, Door andWindow Elevations




Tallahassee, FL 32303850.224.7922

H2Engineering.com






Civil: Structural:



DOOR NO.

100A

101

102

103

104

105A

105B

106

107

108

109A

109B

110A

110B

111A

111B

112

113

114

X101

X102

X103

X104

DOOR

ELEV.

B

A

A

A

A

A

A

A

A

A

A

A

D

D

C

C

A

A

A

B

A

A

A

SIZE

W

3'

3'

4'

3'

3'

3'

3'

3'

3'

3'

5'

3'

4'

4'

3'

6'

3'

3'

6'

3'

3'

3'

3'

HT

7'

7'

7'

7'

7'

7'

7'

7'

7'

7'

7'

7'

7'

7'

7'

7'

7'

7'

7'

7'

7'

7'

7'

MATL

MTL

WD

MTL

WD

WD

WD

WD

WD

WD

WD

WD

MTL

WD

WD

WD

MTL

WD

WD

MTL

ALUM

WD

WD

MTL

FINISH

PT

PT

PT

PT

PT

FRAME

ELEV.

HM1

HM1

HM1

HM1

HM1

HM1

HM1

HM1

HM1

HM1

HM2

HM1

HM1

HM1

HM1

HM1

HM1

HM1

HM1

SF6

HM1

HM1

HM1

DETAIL

HEAD

5/A5.2

1/A5.22

5/A5.2

1/A5.22

1/A5.22

1/A5.22

1/A5.2

1/A5.22

1/A5.22

1/A5.22

5/A5.2

5/A5.2

1/A5.22

1/A5.22

1/A5.22

5/A5.2

1/A5.22

1/A5.22

5/A5.2

9/A5.2

1/A5.22

1/A5.22

7/A5.2

JAMB

6/A5.2

2/A5.2

6/A5.2

2/A5.2

2/A5.2

2/A5.2

2/A5.2

2/A5.2

2/A5.2

2/A5.2

6/A5.2

6/A5.2

2/A5.2

2/A5.2

2/A5.2

6/A5.2

2/A5.2

2/A5.2

6/A5.2

10/A5.2

2/A5.2

2/A5.2

8/A5.2

SILL

17/A5.2

13/A5.2

17/A5.2

15/A5.2

13/A5.2

13/A5.2

13/A5.2

13/A5.2

15/A5.2

13/A5.2

15/A5.2

17/A5.2

15/A5.2

13/A5.2

13/A5.2

17/A5.2

13/A5.2

13/A5.2

17/A5.2

17/A5.2

13/A5.2

13/A5.2

17/A5.2

MATL

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

SF

HM

HM

HM

FINISH

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

PT

FIRE RATING

1 HR.

1 HR.

1 HR.

1 HR.

1 HR.

1 HR.

HARDWARE

20

30F

30F

20

30F

30F

30F

30F

20

30F

20

20

20

4

20

20

1

1

30F

20

20

20

20

NOTES

PROVIDE G3 GLAZING

3' + 2' PANELS

PROVIDE G5 GLAZING

HM2HM1 BA

A5.24

A5.23

C

A5.28

A5.26

A5.21

A5.25

D

A5.27

A5.22

SEE

SCHE

DULE

SEE

SCHE

DULE

SEE SCHD3'

SEE

SCHE

D.4"

SEE

SCHE

D.

2" SEE SCHED. 2"

SEE SCHED.

SEE

SCHE

D.SE

E SC

HED.

2"

2" SEE SCHED. 2"SEE SCHED.

SEE

SCHE

DULE

SEE SCHD

10"

6"

6" 6"

4"

2'-6"

SEE

SCHE

DULE

3'

4'6"

6" 6"G2/G4

G2/G3

FIN. FL. ELEV

G4/G5

WALL PANEL

HEADER

INSIDE CLOSURE

HEAD FLASHING

STOREFRONT AS SCHEDULED

HM FRAME SHIM - AS REQUIRED

BACKING RODAND SEALANT - CONT.

STRUCTURALFASTENERS (#12X1 1/4 @

1'-0" O.C.)

JAMB

BACKING RODAND SEALANT - CONT.

STOREFRONT AS SCHEDULED

BACKER ROD AND SEALANT - CONT.HM FRAME SHIM - AS REQUIRED

SILL - BELOW

SEALANT - CONT.PANEL STIFFENER

JAMB FLASHING

5/8 GYP. WALL BD.

GYP. WALL BD. WHERE APPLICABLE- SEE PARTITION TYPES

JAMB

WALL PANEL

WALL INSULATION SYSTEM

'Z' GIRT

STRUCTURAL FASTENERS (#12X1 1/4@ 2'-0" O.C.)

GYPSUM WALL BD .WHERE APPLICABLE -SEE PARTITIONTYPES

BACKER ROD AND SEALANT

SILL BELOWMETAL FRAMING - SEE PARTITION TYPES

WALL PANEL

SILL

INSIDE CLOSURESTRUCTURAL FASTENERS

(#2X1 1/4 @ 1'-0" O.C.)

JAMB

WOOD SILL

GLAZING AS SCHEDULED

ALUMINUM WINDOWSYSTEM

SEALANT - CONT.

SILL FLASHING SET IN FULL BEDOF SEALANT BY WINDOW INSTALLER

GYP. WALL BD. -SEE PARTITIONTYPES

GYP. WALL BD. JAMBS - BEYOND

3" = 1'-0"1 SF Head - Mtl Frame and Siding 3" = 1'-0"2 SF Jamb - Mtl Frame and Siding 3" = 1'-0"3 SF Sill - Mtl Frame and Siding

3" = 1'-0"4 3" = 1'-0"5 3" = 1'-0"6 SF Window Sill - InteriorSF Window Head - Interior SF Window Jamb - Interior 7 NOT USED

DOOR AS SCHEDULED

SOUND BATTS WHERE SCHEDULED

GWB - SEE PARTITION TYPES

GLAZING - AS SCHEDULED

ALUMINUM STOREFRONT FRAMESEE FRAME ELEVATIONS


DBL STUD JAMB (TYP), W/ INSULATION

MTL. FRAMING - SEE PARTITION TYPES

SHIMMING AS REQ'D





SHIMMING AS REQ'D


GLAZING - AS SCHEDULED




SHIMMING AS REQ'D

SF5

A5.13

A5.11

SF3

A5.12

A5.16

A5.14

A5.15

SF1

A3.25

A3.22

A3.23

SF4

A5.13

A5.11

A5.12

A5.16

A5.14

A5.15

SF2 SF6A5.211

A5.210

A5.29

2'-6"

6'

2'

3'-6"

3'-6"

8'

2'-6"

6'

10'

2'-6"

6'

8'

4'

3'-6"

3'-6"

1'-9" 3'-3"1'-1"

8'-2"

5'

4'-5"

1'-7"

4'-5"

1'-7"

4'-5"

1'-7"

2'-6"

4'-7"

SEE DOOR SCHED./ELEVATION

G1

(TYP. OF 2 UNITS)(TYP. OF 1 UNIT)

G5

(TYP. OF 2 UNITS)

G1 G1

(TYP. OF 1 UNITS)

G5

(TYP. OF 2 UNITS)

G2

SIM.

(TYP. OF 1 UNITS)

G2

GLAZING SCHEDULEG1 1" INSULATEDG2 1" INSUL./ TEMPEREDG3 1" INSUL./ TEMPERED CERAMIC FIRE GLASS (3/4 HR)G4 1/4" TEMPEREDG5 1/4" TEMPERED CERAMIC FIRE GLASS (3/4 HR)

1

2

2

2

2

Door Schedule

1/4" = 1'-0"

Door and Window Elevations




PHASE:




Vet

erin

aria

n - T

echn

olog

y Fa

cilit

y

REVISIONS:

2.

5.4.

1.

6.FL AA0003316

Lewis + Whitlock

Seal:

Job

Title

:P

roje

ct #

:

Pha

se:

Qui

ncy,

FL

A6.1

Clie

nt:Fl

orid

a A

&M U

nive

rsity

100%

Con

stru

ctio

n D

ocum

ents




1220

7.6

First Floor Reflected Ceiling Plan




Tallahassee, FL 32303850.224.7922

H2Engineering.com






Civil: Structural:



1

2

1

2

3

4

5

1

2

CHAIN LINK CLG. AT 7'-0" A.F.F - TYP..

EXIST. CEILING, LIGHTS, AND DIFFUSERS TO REMAINEXIST. CEILING, LIGHTS, AND DIFFUSERS TO REMAIN1

RELOCATE

cani

neho

ldin

g10

9

radiology

diagnosticlab

anatomylab111

mech

rr

rrrr

rr

stg

dir ofc

ofc kitchen

darkroom

ofc

classroom

ofc

reception

library /lounge

ofc

outdoornecropsy

102

washrm106

rr113

cani

neru

n10

2

rr112

srg110B

stg105A

elec101

mech.102

felineholding

107

firepump

114

pharmacy

com. rm.104

CHAIN LINK CLG. AT 7'-0" A.F.F - TYP.. RELOCATE

RELOCATEEXIST.

EXIST.

EXIST.

EXIST.

EXIST.

EXIST.

EXIST.

EXIST.

EXIST.

EXIST.

EXIST.

EXIST.

EXIST.

EXIST.

EXIST.

animalfeed108

srgprep110A

isol.hold.

103

supplies105B

corridor100

ACP CEILING SYSTEM

1' X 4' SUSPENDED FLUORESCENT

DRYWALL CEILING SYSTEM

2' X 4' FLUORESCENT FIXTURE

1' X 4' FLUORESCENT FIXTURE

EXTERIOR WALL MOUNT FIXTURE

RECESSED FIXTURE

SUPPLY AIR DIFFUSER

RETURN AIR DIFFUSER

EXHAUST AIR DIFFUSER

SIDEWALL SUPPLY AIR DIFFUSER

1 EXISTING SURGICAL LIGHT RELOCATED FROM EXISTING BUILDING - CONTRACTOR SHALL PROVIDE UNISTRUT/FRAMING TO MOUNT THE SURGICAL LIGHT TO THE NEW BUILDING STRUCTURE.

2 TWO (ALL CAPS)

3 THREE (ALL CAPS)2

2

3/16" = 1'-0"

Reflected Ceiling Plan1

LEGEND Reflected Ceiling Notes
