2, 2015 - morette co · 2019. 5. 10. · gpsum board hardboard hardare heating...

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ANDATANGLECENTERLINE, CLASS, CLOSECHANNELABOVE FINISH FLOORACOUSTICAL TILEADJACENTAIR CONDITIONINGALTERNATEALUMINUMARCHITECT(URAL)AUTOMATICBEARINGBEARING PLATEBEAM, BENCH MARKBLOCKINGBOARDBOTTOMBUILDINGBUILT-UP ROOFINGCABINETCARPET(ED)CAST IRONCATCH BASINCONTRACTOR FURNISHEDCONTRACTOR INSTALLEDCONTRACTOR FURNISHED/GOVERNMENT INSTALLEDCAULK(ING)CEILINGCEMENTCOMPREHENSIVE INTERIORDESIGN PACKAGECENTIMETER(S)CLEAR(ANCE)COLUMNCONCRETECONTRACTING OFFICER'SREPRESENTATIVECONCRETE MASONRY UNITCONDITIONCONSTRUCTIONCONTINUOUS OR CONTINUECONTRACT(OR)CONSTRUCTION/CONTROL JOINTCORRIDORCONTRACTING OFFICERTECHNICAL REPCUBIC FOOTCUBIC YARDCURTAIN WALLDIAMETERDETAILDIMENSIONDIVISIONDOWNSPOUTDRAIN LEADERDRAWINGDRINKING FOUNTAINDISHWASHEREACH FACEEASTELECTRIC(AL)ELECTRIC WATER COOLERELEVATIONELEVATOREQUALEQUIPMENTEXHAUSTEXISTINGEXTERIOR

FFEFAFIN GRFEFEBFECFPFLRFDFTGFDTNGAGALVGCGEJGLGBGR LNGF/GI

GMSGYP BDHDBDHDWHTGHVACHTHCHMHORIZHBHSINCLIDINV ELINSULINTINVJTKITLAMLAVLLHLPMHMFRMAXMECHMTLMMMMINMISCMTMTDMTGMULLNATNOMNNICNTSOCOF/OI

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FINISHED FLOOR ELEVATIONFIRE ALARMFINISH GRADEFIRE EXTINGUISHERFIRE EXTINGUISHER BRACKETFIRE EXTINGUISHER CABINETFIREPROOFFLOORFLOOR DRAINFOOTINGFOUNDATIONGAGEGALVANIZED IRONGENERAL CONTRACT(OR)GUTTER EXPANSION JOINTGLASS, GLAZINGGRAB BARGRADE LINEGOVERNMENT FURNISHED/GOVERNMENT INSTALLEDGOVERNMENT FURNISHED/CONTRACTOR INSTALLEDGALVANIZED METAL STUDGYPSUM BOARDHARDBOARDHARDWAREHEATINGHEATING/VENTILATING/AIRHEIGHTHOLLOW CORE, HANDICAP(PED)HOLLOW METALHORIZONTALHOSE BIBBHOT STACKINCLUDE(D), (ING)INSIDE DIAMETERINVERT ELEVATIONINSULATE(D), (ING), (ION)INTERIORINVERTJOINTKITCHENLAMINATE(D)LAVATORYLENGTHLEFT HANDLAMPPOLEMANHOLEMANUFACTURERMAXIMUMMECHANIC(AL)METALMETER(S)MILLIMETER(S)MINIMUMMISCELLANEOUSMOUNTMOUNTEDMOUNTINGMULLIONNATURALNOMINALNORTHNOT IN CONTRACTNOT TO SCALEON CENTER(S)OWNER FURNISH/OWNER INSTALLEDOWNER FURNISH/CONTRACTOR INSTALLEDOPENINGOPPOSITE

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OUTSIDE DIAMETEROVERHEAD, OVERHANGPARKINGPAVEMENTPLASTIC LAMINATEPROPERTY LINEPLYWOODPOLYVINYL CHLORIDEPOUNDS PER CUBIC FOOTPOUNDS PER SQUARE FOOTPOUNDS PER SQUARE INCHPRECAST CONCRETEPLATEPRESSURE TREATEDQUARRY TILERADIUS, RISER, RANGEREFERENCE, REFRIGERATORREGISTERREINFORCE(D), (ING)REINFORCING BARSREINFORCED CONCRETE PIPE,REFLECTED CEILING PLANRETURNRETURN AIRREVISION(S), REVISEDRIGHT HANDRIGHT OF WAYROOF DRAINROOFINGROOMSCHEDULESECTIONSQUARE FOOT/FEETSERVICE SINKSHEETSIMILARSOLID CORESOUTHSPEAKERSPECIFICATION(S)SQUARESTANDARDSTATIONSTEELSTORAGESTORM DRAINSTRUCTURALSUSPENDEDSYMMETRY(ICAL)SYSTEMTOP ELEVATIONTELEPHONETOP OF CONCRETETOP OF PAVINGTELEVISIONTHICK(NESS)TOP AND BOTTOMTONGUE AND GROOVETOP OF SLAB, TOP OF STEELTYPICALUNLESS NOTED OTHERWISEVERTICALVINYL COMPOSITION TILEWAINSCOTWATER CLOSETWATER HEATERWATERPROOFINGWELDED WIRE FABRICWEST, WIDTH, WIDEWITHWITHOUTWOODWOOD BASE

SYMBOLS LEGEND

ROOM NAME /NUMBER

DOOR NUMBER

WINDOW / LOUVERTYPE

WALL TYPE

ELEVATIONTARGET

ELEVATION NUMBER

INTERIOR ELEVATION SYMBOL

SHEET ON WHICHELEVATION IS DRAWN

ELEVATION NUMBER

EXTERIOR ELEVATION SYMBOL

SHEET ON WHICHELEVATION IS DRAWN

NORTH ARROW

SECTION NUMBER

SECTION SYMBOL

SHEET ON WHICHSECTION IS DRAWN

DETAIL NUMBER

DETAIL SYMBOL

SHEET ON WHICHDETAIL IS DRAWN

PLANNORTH

4 A-200

ROOM NAME

DESIGN TEAMARCHITECTURALBULLOCK TICE ASSOCIATES909 E. CERVANTES STPENSACOLA, FLORIDA 32501(850) 434-5444LINDA SAWYER

STRUCTURALJOE DEREUIL ASSOCIATES301 W. CERVANTES ST.PENSACOLA, FL 32501(850) 429-1951JOE DEREUIL, P.E.

MECHANICALPETERSON ENGINEERING INC.75 S F ST.PENSACOLA, FL 32502(850) 434-0513GREG PETERSON, P.E.

ELECTRICALKLOCKE & ASSOCIATES49 EAST CHASE ST.PENSACOLA, FL 32501(850) 434-0989JACK KLOCKE, P.E.

VICINITY MAP

AREA OFWORK

FLORIDA PRODUCT APPROVAL

EXTERIOR HOLLOWMETAL DOOR

ROOFING

NOTE: THE MANUFACTURER AND PARTS LISTED IN THIS TABLE IS NOTINTENDED TO LIMIT ACCEPTABLE MANUFACTURERS ORSYSTEMS. INSTEAD, THIS TABLE IS INTENDED TO ESTABLISH ABASIS OF DESIGN. IN ORDER TO BE CONSIDERED AS ANACCEPTABLE EQUIVALENT, THE SYSTEM/COMPONENT MUST BEDESIGNED TO RESIST 140 MPH (MIN.) WIND SPEEDS AND +60 / -60PSF (MIN.) PRESSURES.

COMPONENT MANUFACTURER/ AND PART #

FL PRODUCTAPPROVAL #

STEELCRAFTL SERIES

FL # 10356

JOHNS MANVILLEMODIFIEDBITUMEN ROOFING

FL # 2948

EXTERIOR WINDOW EFCO 2700 SERIES FL # 12912

SHEET TITLE:

SHEET DATE:

BTA PROJECT NO:

SHEET:

REVISIONS:

Bullock Tice Associates909 East Cervantes Suite BPenascola, FL. 32501AAC000174www.bulltice.comFax: 850.432.5208Phone: 850.434.5444

PLANNINGARCHITECTURE

INTERIOR DESIGNDESIGN BUILD

SIGNATURE AND SEAL

BTA...optimizingdesign value

CONSTRUCTION DOCUMENTS

vt ST.

TITLE SHEET

138013.01March 2, 2015

MICHAEL C. RICHARDSONAR00009936

ST. PAUL CATHOLIC CHURCHCAPITAL CAMPAIGN IMPROVEMENTS

PENSACOLA, FLORIDAMARCH 2, 2015

CONSTRUCTION DOCUMENT SUBMITTAL

SHEET INDEX

NUMBER SHEET NAMEISSUEDATE

A-102 NEW WORK FLOOR PLAN - NOTES March 2, 2015A-103 NEW WORK FLOOR PLAN - DIMENSIONS March 2, 2015A-104 ROOF PLAN March 2, 2015A-110 ENLARGED PLANS March 2, 2015A-111 ENLARGED PLANS March 2, 2015A-150 REFLECTED CEILING PLAN & DETAILS March 2, 2015A-201 EXTERIOR ELEVATIONS March 2, 2015A-301 BUILDING AND WALL SECTIONS March 2, 2015A-401 CASEWORK ELEVATIONS March 2, 2015A-402 CASEWORK ELEVATIONS AND SECTIONS March 2, 2015A-601 DOOR SCHEDULE AND DETAILS March 2, 2015A-602 WINDOW AND DOOR DETAILS March 2, 2015

INTERIORI-101 NEW WORK FINISH PLAN PLAN March 2, 2015I-102 NEW WORK SIGNAGE PLAN March 2, 2015I-601 ROOM FINISH SCHEDULE March 2, 2015

FIRE PROTECTIONFP-101 FIRE PROTECTION PLAN March 2, 2015

PLUMBINGP1 PLUMBING NEW WORK PLAN - WASTE March 2, 2015P2 PLUMBING NEW WORK PLAN - WATER March 2, 2015

MECHANICALM101 MECHANICAL NEW WORK PLAN March 2, 2015M601 SCHEDULES March 2, 2015

ELECTRICALE-001 ELECTRICAL SITE PLAN March 2, 2015E-101 LIGHTING PLAN March 2, 2015E-102 POWER PLAN March 2, 2015E-103 FIRE ALARM SYSTEM AND COMM PLAN March 2, 2015E-104 HVAC POWER PLAN March 2, 2015

SHEET INDEX

NUMBER SHEET NAMEISSUEDATE

GENERALG-001 TITLE SHEET March 2, 2015G-002 EXISTING SITE PLAN March 2, 2015G-003 ARCHITECTURAL SITE PLAN March 2, 2015G-004 LIFE SAFETY PLAN March 2, 2015

CIVILC-1 OVERALL EXISTING CONDITIONS March 2, 2015C-2 EXISTING CONDITIONS & DEMOLITION PLAN March 2, 2015C-3 SITE LAYOUT PLAN March 2, 2015C-4 SITE GRADING PLAN March 2, 2015C-5 DETAILS March 2, 2015

LANDSCAPINGL-1 LANDSCAPE SITE PLAN March 2, 2015L-2 LANDSCAPE NOTES AND DETAILS March 2, 2015

STRUCTURALS-001 GENERAL NOTES March 2, 2015S-002 GENERAL NOTES AND WIND LOAD DIAGRAMS March 2, 2015S-101 FOUNDATION AND FRAMING PLANS March 2, 2015S-201 WALL ELEVATIONS March 2, 2015S-202 WALL ELEVATIONS March 2, 2015S-203 WALL ELEVATIONS March 2, 2015S-301 BUILDING SECTIONS March 2, 2015S-302 BUILDING SECTIONS March 2, 2015S-303 BUILDING SECTIONS March 2, 2015S-304 BUILDING SECTIONS March 2, 2015S-401 TYPICAL FOUNDATION DETAILS March 2, 2015S-402 TYPICAL MASONRY DETAILS March 2, 2015S-403 TYPICAL STEEL DETAILS March 2, 2015S-404 SECTIONS AND DETAILS March 2, 2015

ARHITECTURALA-101 DEMOLITION PLAN March 2, 2015

EXISTING SCHOOL

EXISTING GYMNASIUM

EXISTING CHURCH

EXISTING MECHANICAL BUILDING

NOTE: THIS PLAN FOR REFERENCE AND LOCATION RELATED TOOVERALL CAMPUS. REFER TO CIVIL DRAWINGS FOR SITEWORKDEMOLITION

SHEET TITLE:

SHEET DATE:

BTA PROJECT NO:

SHEET:

REVISIONS:

SIGNATURE AND SEAL

vt ST.

EXISTING SITE PLAN

138013.01March 2, 2015

SCALE: 1" = 30'-0"

0 15' 30' 60'

1" = 30'-0"G-002

1 EXISTING SITE PLAN

EXISTINGSCHOOL

MAIN CHURCH

MUSIC CHILLERYARD

FUTURE GYMNASIUMADDITION

PARISH CENTER

ASPHALT PLAYAREA

PLAYGROUND

SCHOOL ADDITION -

MAINTENANCE STORAGE

LINE OF FUTURESIDEWALK

PLAYING FIELD

RELOCATED SHADESTRUCTURE (FUTURE)

LINE OF FUTURECOVEREDSIDEWALK

LINE OF FUTURE COVEREDSIDEWALK

FUTURE GATE

NEW CONCRETE STAIR AND LANDINGSEE ARCHITECTURAL PLAN

LINE OF ASPHALT SAWCUT

EXTEND SIDEWALK - SEE CIVIL

RELOCATED DUMPSTERSSET ON CONCRETE PAD - PROVIDE 6'WOOD FENCE SURROUNDS TO MATCHEXISTING WITH CHAIN LINK GATES WITHSLATS.

NEW DROP OFF LANE AND SIDEWALKSSEE CIVIL PLANS

SHEET TITLE:

SHEET DATE:

BTA PROJECT NO:

SHEET:

REVISIONS:

SIGNATURE AND SEAL

vt ST.

ARCHITECTURAL SITEPLAN

138013.01March 2, 2015

1" = 30'-0"G-003

1 ARCHITECTURAL SITE PLANNORTH

SCALE: 1" = 30'-0"

0 15' 30' 60'

CLASS108

CLASS111

MUSIC107

JANITOR106

STORAGE104

SCIENCE103

CORR102

OFFICE105

TO PARISHCENTER

STOR112

STOR110

MECH113

MECH109

EXIT ACCESSTRAVELDISTANCE = 90'

TRAVEL DIST.= 54'

EX FEC

TRAVEL DIST. = 47'

TRAVEL DIST.= 62'

EXIT ACCESSTRAVELDISTANCE = 120'ART

114KILN115

NEW KILN - SET ON NEW 4" THICKCONCRETE HOUSEKEEPING PADLOCATE KILN 12" FROM ADJACENTWALLS.

41'-7 3/8"

EXIT <160>

EXIT <320> EXIT <320>

EXIT <160> LIFE SAFETY DATA - FLORIDA BUILDING CODE 2004 EDITION WITH 2006 REVISIONSOCCUPANCY CLASSIFICATION:

OCCUPANCY LOAD CALCULATIONS:

CONSTRUCTION:

FBC 305 EDUCATIONAL GROUP E

FBC 1004 TABLE 1004.1.1

EDUCATIONAL = 20 NET CLASSROOM AREA

HEIGHT AND AREA ALLOWANCES: FBC TABLE 503

STRUCTURAL FRAME =BEARING WALLS =

MAXIMUM DEAD END CORRIDOR= FBC 1018.4= 50 FT

MINIMUM NUMBER OF EXITS:

MEANS OF EGRESS:

OCCUPANT LOAD: FBC 1004EXISTING SCHOOL & ADMIN AREAS = 1376NEW CLASSROOMS = 4223/20 NET = 212NEW OFFICE = 174/100 = 2TOTAL ADDITION = 214TOTAL BUILDING AND ADDITION = 1400

NON-BEARING WALLS =

EXTERIOR = 0 HR

FLOOR CONSTRUCTION = 0 HRROOF CONSTRUCTION = 0 HR

CORRIDORS = 0 HR (PER TABLE 1018.1)

FBC TABLE 503 / 423.8.3 (VOLUNTARY REQ) - TYPE IIB

INTERIOR = 0 HREXTERIOR = 0 HRINTERIOR = 0 HR

E = 2 FLOORS, 14,500 GSF

DESIGNED BUILDING & ADDITION = 1 FLOOR, 35,385 SF

FIRE RATED CONSTRUCTION: FBC TABLE 601

OCCUPANT LOAD = MORE THAN 1,000 MINIMUM NUMBER OF EXITS = 4EXITS PROVIDED IN DESIGN = 6

COMMON PATH OF EGRESS TRAVEL= FBC 1014.3 = 75 FT

MAXIMUM TRAVEL DISTANCE TO EXIT: FBC TABLE 1015.1 E OCCUPANCIES = 200 FT (SPRINKLERED)

REQUIRED EGRESS WIDTHS= FBC TABLE 1005.1 = 0.2" PER OCCUPANT

1400 X .2" = 280" (320" PROVIDED)

AUTOMATIC SPRINKLER SYSTEMS: FBC 903

AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3 SHALL BE PROVIDEDTHROUGHOUT.

BUSINESS (OFFICE) = 100 GROSS

OVERALL AREAS (FULLY SPRINKLERED:

EXISTING SCHOOL = 29,302 SFADDITION = 6,083 SF

TOTAL = 35,385 SF

AREA INCREASES: FBC 506

FRONTAGE INCREASE: If = .585If=[F/P -.25]W/30F= 747 P=826 W=(9.6)0+30(.86)+26(.045)=27If=[747/826-.25]27/30 = .585

AREA INCREASEA=At+[At x If] + [At x Is]At = 14,500 If = .585 Is = 3 (per 506.3)A=14,500 + 8482 + 43,500 = 66,482 SF

EXTERIOR WALL FIRE RATINGS BASED ON DISTANCE:FBC TABLE 602

GREATER THAN 20 BUT LESSTHAN 30 FOOT SEPARATION

TOTAL ALLOWABLE SQUARE FOOTAGE = 66,482

NEW KILN IS NOT LOCATED NEAR OR ADJACENT PATHS OF EGRESS OR EXIT AND IS PLACED INSEPARATE ROOM AS IT SERVES STUDENTS THROUGH GRADE 3 AS WELL AS THOSE UP TO GRADE 8.REFERENCE FBC 423.23. WHILE THIS REQUIREMENT DOES NOT APPLY TO A PRIVATE SCHOOL, THEGUIDANCE WAS USED IN LOCATING THE KILN.

EGRESS WINDOWS ARE NOT REQUIRED IN BUILDING PER SECTION 1029.4.1 EXCEPTION 1.

ROOM NAME

LIFE SAFETY LEGEND

PORTABLE FIRE EXTINGUISHER.REGULAR DRY CHEMICAL (SODIUM BICARBONATE BASED)FIRE EXTINGUISHER UL RATED 10-B.C 10LB NORMAL CAPACITY.ENAMELED-STEEL CONTAINER.

FE 1 =

1 HOUR FIRE RATED WALL(WHERE INDICATED)

EXIT PATH NUMBER WITH SEGMENT TRAVELDISTANCE AND DIRECTION OF TRAVEL. SEEEXIT DISTANCE CHART FOR TOTAL EXITDISTANCES.

FIRE EXTINGUISHER CABINET WITH FE 1 PORTABLEFIRE EXTINGUISHER.

1-127' -6"

3/4 HR FIRE RATING REQUIREMENT OF BUILDING ELEMENT

EXIT SIGN (SHADED REGION INDICATES LIGHTED SIDE)

ROOM NUMBER DESIGNATION

2 HOUR FIRE RATED WALL(WHERE INDICATED)

EXIT CAPACITY (OCCUPANTS)170

SHEET TITLE:

SHEET DATE:

BTA PROJECT NO:

SHEET:

REVISIONS:

SIGNATURE AND SEAL

vt ST.

LIFE SAFETY PLAN

138013.01March 2, 2015

1/16" = 1'-0"G-004

1 LIFESAFETY FLOOR PLANPLAN

SCALE: 1/16" = 1'-0"

0 8' 16' 32'

...optimizingdesign value

SHEET TITLE:

SHEET DATE:

JHI PROJECT NO:

SHEET:

SIGNATURE AND SEAL

130024

3/9/15

DONALD P. JEHLE

PE 33839

PRICING SET3/9/15

OVERALL

EXISTING

CONDITIONS

SHEET TITLE:

SHEET DATE:

JHI PROJECT NO:

SHEET:

SIGNATURE AND SEAL

130024

3/9/15

DONALD P. JEHLE

PE 33839

PRICING SET3/9/15

EXISTING

CONDITIONS &

DEMOLITION

SITE LAYOUT

SHEET TITLE:

SHEET DATE:

JHI PROJECT NO:

SHEET:

SIGNATURE AND SEAL

130024

3/9/15

DONALD P. JEHLE

PE 33839

PRICING SET3/9/15

SHEET TITLE:

SHEET DATE:

JHI PROJECT NO:

SHEET:

SIGNATURE AND SEAL

130024

3/9/15

DONALD P. JEHLE

PE 33839

PRICING SET3/9/15

SITE GRADING

SHEET TITLE:

SHEET DATE:

JHI PROJECT NO:

SHEET:

SIGNATURE AND SEAL

130024

3/9/15

DONALD P. JEHLE

PE 33839

PRICING SET3/9/15

DETAILS

TREES CODE QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE SPECS

QC 2 Quercus virginiana `Seedling` Seedling Live Oak FG 4"Cal 16`-18` HT SP

UA 5 Ulmus parvifolia `Allee` Allee Lacebark Elm B & B 3"Cal 14`-16` HT SP

SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SIZE SPECS SPACING

AE 48 Aspidistra elatior Cast Iron Plant 3 gal 18" OA FTB, SP 24" OC

AZA 51 Azalea Encore `Autumn Chiffon` TM Autumn Chiffon Azalea 3 gal 18" OA FTB, SP

JB 109 Juniperus conferta `Blue Pacific` Blue Pacific Juniper 1 gal 6" HT x 10" SPR F 24" OC

LP 35 Loropetalum chinense `Purple Diamond` Fringe Flower 3 gal 24" OA FTB, SP 30" OC

MS 81 Miscanthus sinensis `Adagio` Adagio Eulalia Grass 3 gal 18" OA FTB, SP 30" OC

TA 168 Trachelospermum asiaticum Star Jasmine 1 gal 6" HT x 10" SPR F 18" OC

PLANT SCHEDULE

Limits of Work

Centipede Sod toDisturbance Limits

SCALE:

DATE REVISIONS

SHEET NO.:

DATE REVISIONS

SHEET NO.:

1" = 10'

0GRAPHIC SCALE

( IN FEET )

10' 5' 10'

1 inch = 10 ft.

olic C

Pensacola

lorida

march 24, 2015

Site P

Jerry PateDesign{301SchubertDrivePensacola,FL 32504(850)479-4653}

Issue ForPermit

SCALE:

DATE REVISIONS

SHEET NO.:

DATE REVISIONS

SHEET NO.:

Jerry PateDesign{301SchubertDrivePensacola,FL 32504(850)479-4653}

GENERAL NOTES

1. All construction shall be in accordance with the plans and written notes. No substitutions shall be made without prior written approval by the landscape architect, Jerry Pate Design.

2. Written dimensions shall take precedence over scaled dimensions. The Contractor shall verify and be responsible for all dimensions and conditions on the job. The landscape architect shall be notified of any variationfrom the dimensions and conditions shown on the plans.

3. One Year Landscape Maintenance:

The Establishment Period for watering and maintenance by the Contractor shall be 365 days. The Contractor shall request an Establishment Period Inspection at the end of the 365 day Establishment Period. Arepresentative from the Owner who is responsible for the maintenance shall be in attendance at the establishment period inspection.

4. Landscape materials shall be adjusted in the field to avoid conflicts with any proposed or remaining utility structures, drainage structures, ditches, under drains, ditch blocks, storm water facilities and drainage dischargepaths, existing signage, and existing lighting and their appurtenances. The Contractor shall not install the proposed improvements if a conflict exists. Any costs to remove and/or repair work adjusted that has not beenapproved previously by the landscape architect shall be at the Contractor's expense.

5. Landscape improvements shall be installed by the Contractor in accordance with the most current FDOT Standard Specification 580, and any other planting specifications included in the Construction Documents.

6. Plant quantities shown on the landscape plan are minimum only. The Contractor is responsible for the Contractor's own quantity take-off, and shall provide all plant material required to fill the planting beds at the spacingindicated on the planting legend.

7. Planting for all plant material and the protection of existing trees to remain shall be in accordance with the most current FDOT Design Standard Index 987, and the details in the Construction Documents.

8. The Contractor shall insure that, prior to moving on site, all equipment which last operated in places know to be infested with noxious weeds is free of soil, seeds, vegetative matter, or other debris that could contain orhold seeds.

9. The Contractor shall not bring any hazardous materials onto the job site. If the Contractor needs hazardous materials to perform the contracted work, the contractor shall request, in writing, advance permission from theOwner. If any known or suspected hazardous material is found on the project, the Contractor shall immediately notify the Owner.

10.Any public land survey system corner or any monument that perpetuates the Right-of-Way within the limits of construction is to be protected by the contractor. If a monument is in danger of being destroyed and has notbeen properly referenced, the Contractor should notify the Owner.

PLANTING BED PREPARATION

1. Contractor shall confirm all planting beds are not compacted beyond 85 percent to ensure drainage. Should compacted soils exist, soils shall be excavated and replaced with well-draining soil. No parking lot sub-base orasphalt material shall remain in planting beds.

2. All existing vegetation shall be removed in all planting bed areas unless otherwise noted on the plans. Herbicide manufacturer specifications and instructions shall be followed as to treatment dilution, mix, application, andtime periods between applications as applicable to assure weeds are eliminated from the planting beds prior to commencing planting. All personnel involved in the chemical program are to receive the proper training andlicensure, and follow the operating guidelines provided by FDOT for chemical control. Contact the Escambia County Extension Service for additional information regarding herbicides, pesticides, and required licenses.

3. Representative soil samples (3 minimum) from varying areas throughout the project shall be taken and provided to the owner's representative. Based upon the soil sample results and recommendations from the testinglaboratory, the contractor shall incorporate all soil amendments / fertilizer necessary to correct any soil deficiencies so that optimal plant health can occur.

4. All soil amendments shall be added to the planting beds and incorporated into the soil prior to commencing final grading and planting. All beds shall be graded to provide positive drainage with no areas where standingwater could occur.

5. All planting bed areas shall be treated with a pre-emergent herbicide to assure that weeds will be controlled

UTILITY NOTES

1. The locations of the utilities shown on the plans should be considered approximate only, and interpolations between these points have not been verified.

2. The Contractor shall notify all utilities two business days prior to demolition and/or excavation. Call “Sunshine State One Call System” 1-800-432-4770 (or811) so that underground utilities may be field located.

3. The Contractor shall coordinate with the utility companies during construction. No Utility is to be relocated. Planting shall be adjusted horizontally, at the direction of the landscape architect, to address any Utility conflicts.

365-DAY ESTABLISHMENT PERIOD MAINTENANCE PLAN

The following maintenance operations shall be performed by the Contractor during the 365 Day Establishment Period. The Contractor shall assume responsibility for the proper maintenance, survival, and condition of all plantsand irrigation components for a period of one year after the final installation acceptance of all work under the contract. At a minimum, maintenance shall occur weekly from April through October, and twice a month fromNovember through March. The contractor shall include this 365 day maintenance within their bid. Work shall include all labor, material, equipment, supplies, and services required for the maintenance.

The Contractor shall follow accepted horticultural practices to keep the project attractive and clean in appearance and maintain all plants in a healthy, vigorous condition. All work shall be performed in a professional manner,using quality equipment, methods and materials, all of which must be maintained and operated to the highest industry standards. The workers shall be neat in appearance, wear a uniform which identifies the contractor, andperform their work in a professional manner.

1. Representative soil samples (3 minimum) from varying areas throughout the project shall be taken and provided to the owner's representative at the 6-month point of the establishment period. Based upon the soil sampleresults and recommendations from the testing laboratory, the contractor shall incorporate all soil amendments / fertilizer necessary to correct any soil deficiencies so that optimal plant health can occur.

2. Fertilizer: During the establishment period, at a frequency necessary based on plant growth monitoring and soil analysis.

3. Weeding / Edging:

a. Weeding - All planting areas shall remain weed free during the establishment period. Manual removal of weeds is preferable to control by herbicide.

b. Edging - All applicable concrete walks and curbing shall be edged as needed to maintain a neat appearance. All beds shall be edged as needed to maintain definition of the original outline approved by the landscapearchitect.

4. Herbicides / Pesticides:

a. Pre-emergent weed control is required in all bed areas. Post emergent weed control shall be applied as needed to control weed growth in landscape beds and any pavement cracks. Pre-emergent weed control shallbe applied two to three times per growing season. All personnel involved in the chemical program are to receive proper training and follow the operating guidelines provided by the FDOT for chemical control. Contactthe Escambia County Extension Service for additional information regarding herbicides, pesticides, and required licenses.

b. Remove mechanically or by herbicide treatment all invasive exotic species, including aquatics, found during the establishment period on an as-needed basis. This includes all noxious weeds, Florida Exotic Pest PlantCouncil Category 1 and Category 2 listed plants.

c. Provide plant material insect and disease control inspections continually during the establishment period and treat as necessary.

5. Pruning: Prune all plants as necessary to maintain proper form, health and vigor during the establishment period. Pruning into geometric shapes is to be avoided. The contractor shall not pollard the trees.

6. Mulch:

a. All planting beds are to be mulched.

b. Replenish all mulch one month before the end of the establishment period. The cost of this replenishment must be included with the Contractor's bid. During this replenishment, the new mulch is to be spread to adepth of 1.5 inches such that none of the old or previously laid mulch is visible. The contractor is responsible for accurate measurements of all mulch areas as part of the bid process. During the establishment periodthe contractor is responsible for spot mulching all bare soil areas that may have occurred.

c. All pine straw shall be 'high grade' from the 'improved' slash pine tree with a minimum needle length of eight inches.

7. Irrigation: Maintain the irrigation system and well, and provide sufficient water to ensure plant material health during the establishment. Overwatering is recognized to be as serious a detriment to plant health asunder-watering and shall be avoided. Irrigation runtimes shall be established and adjusted using plant water use, ET, as a guide. Rainfall shall be factored into irrigation runtime.

8. Litter Pick-Up: During the establishment period, ensure litter pickup, including but not limited to debris such as paper, cans, bottles, sticks, etc.

9. Staking: Contractor shall maintain all tree-bracing for the duration of the establishment period. Contractor to remove all tree bracing immediately prior to the end of the establishment period.

PLANTING NOTES1. The landscape installation must be properly sequenced with other construction so that the landscape is not damaged by other work/trades and vice versa.

2. The Contractor shall verify the existence of and stake all utilities prior to construction. Excavation of plant pits located within 5' of utilities shall be performed by hand. Any utility and plant material conflicts shall be broughtto the attention of the landscape architect prior to installation, or field adjustments.

3. All plants shall meet size, container, and spacing specifications as shown in the plant schedule. The contractor shall guarantee plant health and survivability for one year from date of project acceptance by the landscapearchitect. Any material not meeting specifications or displaying poor health shall be replaced at Contractor's expense within two weeks of notice.

4. All plant material shall be Florida No. 1 or better, unless otherwise noted, as set forth in the current edition of the 'Grades and Standards for Nursery Plants,' State of Florida. Notify the landscape architect a minimum ofone week prior to plant delivery to schedule on-site inspection upon delivery. Installed plant material not meeting specifications shall be removed and replaced at contractor's expense. All plants must be brought to thesite free of weeds. Additionally, the contractor shall provide the landscape architect with representative plant photos to approve for all plant materials prior to any plant delivery. Measuring sticks shall be shown in photos,as appropriate.

5. All plant materials indicated with a gallon size shall be container grown and within a container appropriate for the plant size. Root bound plants shall not be accepted. No substitutions shall be permitted without priorapproval of the landscape architect.

6. The landscape architect reserves the right to make planting bed field changes to accommodate site conditions and to achieve the design intent. The Contractor shall flag all tree and bedline locations for approval oflandscape architect prior to any installation.

7. The Contractor shall conduct representative soil analysis prior to the installation of any plant material. The Contractor shall notify the landscape architect of any improper soil condition including nutritional deficiencies,wetness, muck, debris, etc. and shall recommend to the landscape architect, prior to installation, all soil amendments that may be necessary to promote healthy vigorous plant growth. The soil sample test results shallinclude, at a minimum, pH, primary macronutrients, micronutrients, percentage of organic matter, and soil texture. Submit all soil samples and amendment recommendations to the landscape architect for review. Thecontractor is ultimately responsible for all appropriate soil amendments and a properly prepared finished soil layer in accordance with FDOT Standard Specifications 162 and 967.

8. The Contractor shall repair or replace any existing vegetation intended to remain that is disturbed by plant material installation activities. This repair /replacement shall blend seamlessly with the existing landscape.

9. The Contractor shall coordinate with all other trades and plans in preparing planting areas, including final grade elevations.

10.All plant material must be planted immediately upon delivery to the site and watered in, by hand if the irrigation system is not yet functioning properly. Any plant material not installed within 6 hours of delivery to the sitemust be stored in an approved, protected holding area and shall be watered as necessary to maintain plant health and quality. All black plastic placed around tree rootballs shall be removed immediately upon delivery tothe site, burlap wrapping shall stay in place. For trees not planted within 6 hours of delivery to the site, water shall be immediately applied to the rootball and foliage. The tops shall be untied and the trees stored uprightwith mulch, pine straw or hay covering the rootballs. Trees shall not be stored lying down. If trees have plastic trunk protectors, the protectors may stay in place prior to planting but shall not be left on indefinitely.

11.Plant shrubs in circular pits with a diameter 16” greater than rootball or container.

12.Plant trees in circular pits with a diameter 36” greater than rootball or container.

13.Fertilize all trees with agriform 21 gram tablets, slow release 20-10-5 analysis with one tablet per ½” of trunk diameter.

14.The Contractor shall notify the landscape architect a minimum of 48 hours prior to completion to schedule a final walkthrough. A final walkthrough shall not be performed if previous punch lists are not completed.

15.The Contractor shall be responsible for maintaining all planting and grades until final acceptance by the landscape architect. This maintenance includes keeping beds free of debris, weeds, diseases, and infestations.The Contractor shall also be responsible for providing sufficient water to the plants during this time, and repairing erosion areas.

16.The Contractor shall supply the landscape architect with electronic as-built drawings within 30 days of project acceptance.

17.Refer to current FDOT Standard Specifications and Design Standard Indices, the General Notes, and all other notes within the Contract Documents for additional requirements.

18.One year warranty on all plants and labor

BBEDLINE

CURBSHRUBS AND GROUNDCOVERS ADJACENT TO STRAIGHT EDGES SHALL BE TRIANGULAR -SPACED IN ROWS PARALLED TO THE STRAIGHT EDGE.

SHRUBS AND GROUNDCOVERS ADJACENT TO CURVED EDGES SHALL BE PLANTED IN ROWSPARALLEL TO THE CURVED EDGES. CURVED EDGES TO BE VERY SMOOTH RADII.

3 X ROOTBALL

UNDISTURBED SUBGRADE

ROOTBALL

AT BACKFILL AWAY FROMROOTBALL.

AT WATER WELL.MULCH TO DEPTH

FINISHED GRADE.

1 " HIGHER

SLOPE FINISHED GRADE

FINISHED GRADE.THAN SURROUNDING

SET ROOTBALL CROWN

FORM 3" CONTINUOUSSAUCER AROUND

PLANTING PIT

3N.T.S.

TYPICAL PLANT SPACING

TREE PLANTING

2N.T.S.

SHRUB AND GROUNDCOVER PLANTING

N.T.S.

PLANTING TABLETS, AGRIFORMOR EQUAL, PER MANUF.RECOMMENDATIONSFOR SPECIES

BACKFILL WITH A MIXTURE OFPLANTING PIT SPOIL ANDPREPARED PLANTING SOIL, PERSPECS, FROM ADJACENTPLANTING AREA

Z:ogos\811_2012_blueprint.jpg

2"x2" WOOD STAKE ATOR BELOW GRADE

FINISH GRADE

NOTES: TREE PLANTING (>2"CAL.)

1. ALL PLANT MATERIALS SHALL BE IN ACCORDANCE WITH THE AMERICAN STANDARDS FOR NURSERYSTOCK (ANSI Z60.1-2004). PLANT ACCORDING TO ANSI A300 PART 6.2. DIG THE PLANTING HOLE A MINIMUM OF 2x WIDTH OF ROOTBALL FOR AT LEAST THE FIRST 12 INCHES OFDEPTH. BELOW 12 INCHES, DIG HOLE WIDE ENOUGH TO PERMIT ADJUSTING. DO NOT DIG THE HOLE DEEPERTHAN ROOT BALL DEPTH.3. SCARIFY THE SUBGRADE AND SIDES OF THE PLANTING HOLE WHEN PLANTING IN CLAY SOILS (MORE THAN15% CLAY).4. LIFT AND SET THE TREE BY ROOT BALL ONLY. DO NOT LIFT USING THE TREE TRUNK AND DO NOT USETREE TRUNK AS A LEVER.

6. AFTER THE TREE IS SET IN PLACE, REMOVE BURLAP, WIRE AND STRAPS FROM AT LEAST THE UPPER 1/3OF THE ROOTBALL.7. BACKFILL WITH EXISTING SOIL THAT HAS BEEN WELL-TILLED OR BROKEN UP. DO NOT ADD AMENDMENTSTO THE BACKFILL SOIL. AMEND THE SURFACE WITH MULCH.8. USE THREE 2" X 2" WOOD STAKES DRIVEN INTO UNDISTURBED SOIL A MINIMUM OF 16 INCHES. SPACESTAKES EQUALLY AROUND THE TREE.9. ATTACH 3/4" NYLON WEBBING TO CONNECT THE TREE TO STAKES. ATTACH WEBBING AT 1/3 THE TREEHEIGHT.10. APPLY A 2-3" (SETTLED) DEPTH OF PINE STRAW OR BARK MULCH TO THE PLANTING SURFACE. LEAVE A 2"SPACE AROUND THE TRUNK FOR AIR CIRCULATION.11. PRUNING SHALL BE LIMITED TO DEAD, DISEASED, OR BROKEN LIMBS ONLY AND SHALL BE INACCORDANCE WITH ANSI A300 SPECIFICATIONS.12. REMOVE ANY TRUNK WRAP REMAINING AT TIME OF PLANTING. NO WRAPS SHALL BE PLACED ON TRUNK.

2X BALL DIA.

HT WIDE NYLON WEBBING

1-2" ABOVE GRADEROOT CROWN

FORM SAUCER WITH 3"CONTINUOUS RIM

3" MULCH

SPECIFIED PLANTING MIX.WATER AND TAMP TO REMOVEAIR POCKETS.

13. FERTILIZE WITH AGRIFORM 21 GRAM TABLETS PER PLANTING NOTESPLANTING TABLETS,AGRIFORM,

PER PLANTING NOTES

5. SET THE TOP OF THE ROOT BALL SLIGHTLY HIGHER THAN THE SOIL SURFACE

N.T.S.

olic C

Pensacola

lorida

march 24, 2015

Site P

Issue ForPermit

1.00 GENERAL NOTES

1.01 THESE STRUCTURAL NOTES SHALL BE APPLIED WITH THE TECHNICAL SPECIFICATIONS IN THESPECIFICATIONS MANUAL. ANY CONFLICTING REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF THESTRUCTURAL ENGINEER-OF-RECORD FOR RESOLUTION BEFORE PROCEEDING WITH FABRICATION ORCONSTRUCTION.

1.02 DRAWINGS SHOW TYPICAL AND CERTAIN SPECIFIC CONDITIONS ONLY. FOR DETAILS NOT SPECIFICALLYSHOWN, PROVIDE DETAILS SIMILAR TO THOSE SHOWN.

1.03 VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE STARTING WORK. NOTIFYSTRUCTURAL ENGINEER OF ANY DISCREPANCY.

1.04 THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC.,ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. TAKE NECESSARY PRECAUTIONS TO PROTECT THEEXISTING STRUCTURE AND ITS FOUNDATION AND TO LIMIT, TO THE EXTENT POSSIBLE, THE EFFECTS OFCONSTRUCTION THAT THE NEW STRUCTURE HAS ON THE EXISTING STRUCTURE.

1.05 COORDINATE STRUCTURAL CONTRACT DOCUMENTS WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL,PLUMBING AND CIVIL. NOTIFY STRUCTURAL ENGINEER OF ANY CONFLICT AND/OR OMISSION. CONTRACTOR SHALLMAKE NO DEVIATION FROM DESIGN DRAWINGS WITHOUT WRITTEN APPROVAL OF THE ARCHITECT. FORADDITIONAL OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS, SEE ARCHITECTURAL, MECHANICAL, ANDPLUMBING DRAWINGS.

1.06 DESIGN CRITERIA:

THE STRUCTURE HAS BEEN DESIGNED UTILIZING THE FOLLOWING REFERENCES:

A. FLORIDA BUILDING CODE, 2010B. ASCE 7-10, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURESC. ACI 318-11, BUILDING CODE REQUIREMENTS FOR CONCRETE STRUCTURESD. AISC STEEL CONSTRUCTION MANUAL 14TH EDITIONE. ACI 530-05, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES

1.07 DESIGN LOADS

A. DEAD LOADS:1. MECHANICAL, ELECTRICAL, PLUMBING: 5 PSF2. CEILINGS AND INSULATION: 5 PSF

B. LIVE LOADS: (MAY BE REDUCED PER CODE)1. ROOFS: 20 PSF2. SLAB-ON-GRADE: 100 PSF

C. WIND LOADS - STRUCTURE HAS BEEN DESIGNED TO CONFORM TO THE WIND PROVISIONS OF ASCE 7-10.SEE WIND PRESSURE DIAGRAM & CHART FOR THE FOLLOWING:

1. BASIC WIND SPEED (3-SEC GUST)2. BUILDING RISK CATEGORY3. WIND EXPOSURE CATEGORY4. INTERNAL PRESSURE COEFFICIENT5. COMPONENT & CLADDING WIND PRESSURES

1.08 SUBMITTALS:

A. REVIEW OF SUBMITTALS AND/OR SHOP DRAWINGS BY THE STRUCTURAL ENGINEER DOES NOT RELIEVETHE CONTRACTOR OF THE RESPONSIBILITY TO REVIEW AND CHECK SHOP DRAWINGS BEFORE SUBMITTAL TO THESTRUCTURAL ENGINEER. THE CONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORS AND OMISSIONSASSOCIATED WITH THE PREPARATION OF SHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES, DETAILS, ANDDIMENSIONS SPECIFIED IN THE CONTRACT DOCUMENTS. CONTRACTOR IS ALSO RESPONSIBLE FOR MEANS,METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES OF CONSTRUCTION.

2.00 FOUNDATIONS AND SLAB-ON-GRADE

2.01 THE DESIGN OF FOUNDATIONS, RETAINING WALLS AND SLAB ON GRADE IS BASED ON THE CRITERIAESTABLISHED IN THE GEOTECHNICAL REPORT BY LARRY M. JACOBS, PENSACOLA, FLORIDA; FILE #04-168, DATEDAUGUST 23, 2004. THE RECOMMENDATIONS OF THAT REPORT SHALL BE CONSIDERED AN INTEGRAL PART OF THECONTRACT DOCUMENTS.

2.02 SHALLOW FOUNDATIONS HAVE BEEN DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 1500PSF.

2.03 A QUALIFIED GEOTECHNICAL ENGINEER SHALL VERIFY CONDITION AND/OR ADEQUACY OF ALLSUBGRADES, FILLS AND BACKFILLS BEFORE PLACEMENT OF FOUNDATIONS, FOOTINGS, SLABS, WALLS, FILLS,BACKFILLS, ETC. SHOULD THE CONTRACTOR FIND UNDESIRABLE SOILS, HE SHALL STOP WORK AND IMMEDIATELYCONTACT THE ENGINEER OF RECORD. ALL FOOTINGS SHALL REST EITHER ON UNDISTURBED SOIL OR AMANUALLY OPERATED VIBRATORY SLED OR TAMPER SHOULD BE USED TO DENSIFY ANY SOILS IN THE BOTTOMOF THE FOOTING TRENCHES LOOSENED DURING THE EXCAVATION OPERATION.

2.04 SIDES OF FOUNDATIONS SHALL BE FORMED UNLESS CONDITIONS PERMIT EARTH FORMING. FOUNDATIONSPOURED AGAINST THE EARTH REQUIRE THE FOLLOWING PRECAUTIONS: SLOPE SIDES OF EXCAVATIONS ASAPPROVED BY GEOTECHNICAL ENGINEER AND CLEAN UP SLOUGHING BEFORE AND DURING CONCRETEPLACEMENT.

2.05 CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY PROTECTING ALL EXCAVATION SLOPES.

2.06 WHERE FOOTING STEPS ARE NECESSARY, THEY SHALL BE NO STEEPER THAN ONE VERTICAL TO TWOHORIZONTAL.

2.07 DEWATER TO AT LEAST TWO FEET BELOW BOTTOM OF LOWEST FOUNDATION IF GROUNDWATER ISENCOUNTERED.

2.08 SLAB-ON-GRADE REQUIREMENTS:

A. UNLESS NOTED OTHERWISE, THE SLAB-ON-GRADE SHALL BE A MINIMUM OF 4 INCHES THICK, PLACED ONCOMPACTED SUBGRADE, AND REINFORCED WITH 6 x 6 - W2.1 x W2.1 WWF IN FLAT SHEETS (ROLLS ARE NOTPERMITTED). PROVIDE POSITIVE SUPPORT 2½” CLEAR FROM BOTTOM OF SLAB. LAP MESH 12”.

B. PLACE CONTROL OR CONSTRUCTION JOINTS AT LOCATIONS INDICATED BY “C.J.” IF NOT INDICATED,LOCATED JOINTS AT COLUMN CENTERLINES AND AT 20’-0” O.C MAX. SAWCUT CONTROL JOINTS AS SOON AFTERPOURING AS POSSIBLE, WHEN CONCRETE WILL NOT RAVEL; 12 HRS. MAX. CURE CONCRETE IN ACCORDANCEWITH ACI 301. BEGIN CURING IMMEDIATELY AFTER POURING TO LIMIT CRACKING PRIOR TO SAWCUTTINGCONTROL JOINTS.

C. THE TOP 12” OF THE SUBGRADE SHALL BE COMPACTED TO 95% OF THE MAXIMUM MODIFIED PROCTORDENSITY. DENSITY TESTS SHALL BE TAKEN AT 2500 SF INTERVALS.

D. VAPOR RETARDER SHALL CONFORME TO ASTM E1745, CLASS A, B, & c AND BE A MINIMUM OF 15 MIL.THICKNESS. THE VAPOR RETARDER SHOULD BE PLACED OVER THE PREPARED SUBGRADE. TO REDUCE THEPOSSIBILITY OF PUNCTURE. WHEN THE VAPOR RETARDER IS TO BE PLACED OVER A ROUGH GRANULAR FILLLAYER, PROVIDE A THIN LAYER OF APPROXIMATELY 1/2 INCH OF FINE GRADED MATERIAL ROLLED ORCOMPACTED OVER THE GRANULAR FILL LAYER PRIOR TO INSTALLATION OF THE VAPOR RETARDER. VAPORRETARDER SHOULD BE OVERLAPPED 8 IN. AND TAPED AT THE JOINTS, AND CAREFULLY FITTED AROUND SERVICEOPENINGS.

3.00 REINFORCED CONCRETE

3.01 ALL CONCRETE WORK SHALL CONFORM TO ACI 301-05, SPECIFICATIONS FOR STRUCTURAL CONCRETEFOR BUILDINGS. DESIGN IS BASED ON ACI 318-05, BUILDING CODE REQUIREMENTS FOR REINFORCEDCONCRETE. DETAIL CONCRETE REINFORCEMENT AND ACCESSORIES IN ACCORDANCE WITH ACI 315, DETAILINGMANUAL. DETAIL ALL CONCRETE WALLS AND BEAMS ON THE SHOP DRAWINGS IN ELEVATION UNLESSSPECIFICALLY APPROVED OTHERWISE. SUBMIT SHOP DRAWINGS FOR APPROVAL, SHOWING ALL FABRICATIONDIMENSIONS AND LOCATIONS FOR PLACING REINFORCING STEEL AND ACCESSORIES. DO NOT BEGINFABRICATION UNTIL SHOP DRAWINGS ARE COMPLETED AND REVIEWED.

3.02 UNLESS NOTED OTHERWISE, ALL CONCRETE SHALL BE NORMAL WEIGHT AND HAVE THE FOLLOWINGMINIMUM 28 DAY COMPRESSIVE STRENGTHS:

A. FOUNDATIONS 3000 PSIB. SLAB-ON-GRADE 3000 PSIC. BEAMS 4000 PSI

ALL CONCRETE SHALL HAVE ENTRAINED AIR, U.N.O. CONCRETE MAY CONTAIN A PROPERLY DESIGNEDSUPERPLASTICIZER FOR WORKABILITY.

3.03 REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 UNLESS NOTED OTHERWISE.

3.04 THE PROPOSED MATERIALS AND MIX DESIGN SHALL BE FULLY DOCUMENTED AND REVIEWED BY THEOWNER'S TESTING LABORATORY. RESPONSIBILITY FOR OBTAINING THE REQUIRED DESIGN STRENGTH IS THECONTRACTOR'S.

3.05 USE OF CALCIUM CHLORIDE, CHLORIDE IONS, OR OTHER SALTS IN CONCRETE IS NOT PERMITTED.

3.06 HORIZONTAL CONSTRUCTION JOINTS ARE PERMITTED ONLY WHERE INDICATED. THE STRUCTURALENGINEER SHALL APPROVE THE LOCATION OF VERTICAL CONSTRUCTION JOINTS. CONSTRUCTION JOINTSSHALL BE THOROUGHLY ROUGHENED BY MECHANICAL MEANS, AND CLEANED. CONTRACTOR SHALL SUBMITDRAWINGS SHOWING INTENDED POURING SEQUENCE AND LOCATION OF CONSTRUCTION JOINT TO THEENGINEER FOR REVIEW. PROPOSED METHODS MUST BE ACCEPTABLE TO THE ARCHITECT BEFORE USE.

3.07 CHAMFER OR ROUND ALL EXPOSED CORNERS A MINIMUM OF 3/4".

3.08 TIE ALL REINFORCING STEEL AND EMBEDMENTS SECURELY IN PLACE PRIOR TO PLACING CONCRETE.PROVIDE SUFFICIENT SUPPORTS TO MAINTAIN THE POSITION OF REINFORCEMENT WITHIN SPECIFIEDTOLERANCE DURING ALL CONSTRUCTION ACTIVITIES. "STICKING” DOWELS INTO WET CONCRETE IS NOTPERMITTED.

3.09 PROVIDE CONTINUOUS REINFORCEMENT WHEREVER POSSIBLE; SPLICE ONLY AS SHOWN OR APPROVED;STAGGER SPLICE WHERE POSSIBLE; USE FULL TENSION SPLICE (CLASS "B") UNLESS NOTED OTHERWISE.DOWELS SHALL MATCH THE SIZE AND SPACING OF THE SPECIFIED REINFORCEMENT AND SHALL BE LAPPED WITHFULL TENSION SPLICES (CLASS "B") UNLESS NOTED OTHERWISE. TERMINATE BARS WITH STANDARD HOOKS.

3.10 REINFORCING STEEL SHALL HAVE THE FOLLOWING CONCRETE COVER UNLESS NOTED OTHERWISE (PERACI 318-05 PAR.7.7.1):

A. CONCRETE AGAINST EARTH (NOT FORMED): 3"

B. FORMED CONCRETE EXPOSED TO THE EARTH OR WEATHER:1. #6 THROUGH #18 BARS: 2"2. #5 BARS AND SMALLER: 1-1/2"

C. CONCRETE NOT EXPOSED TO EARTH OR WEATHER:1. SLABS AND WALLS: 1"2. BEAMS (STIRRUPS) AND COLUMNS (TIES): 1-1/2"

3.11 DO NOT PLACE DUCTS EXCEEDING ONE-THIRD THE SLAB OR WALL THICKNESS WITHIN THE SLAB OR WALLUNLESS SPECIFICALLY SHOWN AND DETAILED ON STRUCTURAL DRAWINGS.

3.12 DO NOT WELD OR TACK WELD REINFORCING STEEL UNLESS APPROVED OR DIRECTED BY THESTRUCTURAL ENGINEER.

3.13 ALL REINFORCING STEEL PLACEMENTS SHALL BE REVIEWED BY A REGISTERED STRUCTURAL ENGINEER,OR BY A REPRESENTATIVE RESPONSIBLE TO HIM. (RE: ACI 318 PAR. 1.3.1)

3.14 FOR CONCRETE PADS SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS.

4.00 STRUCTURAL STEEL, STEEL JOIST, STEEL DECK

4.01 STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED ACCORDING TO AISC"SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, ASD, LATEST EDITION.

4.02 SUBMIT SHOP DRAWINGS PREPARED IN ACCORDANCE WITH AISC MANUAL "DETAILING FOR STEELCONSTRUCTION", LATEST EDITION. STEEL FABRICATOR SHALL SUPPLY ANCHOR BOLT LOCATION DRAWINGS. DONOT BEGIN FABRICATION UNTIL SHOP DRAWINGS ARE COMPLETED AND REVIEWED.

4.03 STRUCTURAL STEEL WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992. STRUCTURAL STEELSHAPES, PLATES, ANGLES, AND CHANNELS SHALL CONFORM TO ASTM A36 UNLESS NOTED OTHERWISE.STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B, FY = 46 KSI, UNLESS NOTED OTHERWISE.STEEL PIPE SHALL CONFORM TO ASTM A501 OR ASTM A53, TYPE E OR S, GRADE B. ANCHOR BOLTS SHALLCONFORM TO ASTM A36 UNLESS NOTED OTHERWISE.

4.04 BOLTS SHALL CONFORM TO ASTM A325, 3/4-INCH DIAMETER MINIMUM, UNLESS NOTED OTHERWISE.BOLTS IN BEARING CONNECTIONS SHALL BE DESIGNATED TYPE N, TENSIONED, SNUG-TIGHT AS DEFINED BYAISC. BOLTS IN MOMENT CONNECTIONS AND IN TRUSSES SHALL BE DESIGNATED SLIP-CRITICAL (SC). FULLYTENSION SLIP-CRITICAL CONNECTIONS WITH DIRECT TENSION INDICATOR WASHERS INSTALLED IN ACCORDANCEWITH THE MANUFACTURER'S INSTRUCTION.

4.05 USE PRE-QUALIFIED WELDED JOINTS AS PER AISC, AND AWS D1.1 "STRUCTURAL WELDING CODE." USEONLY CERTIFIED WELDERS; ALL ELECTRODES SHALL CONFORM TO AWS A5 GRADE E70XX. BARE ELECTRODEAND GRANULAR FLUX SHALL CONFORM TO AWS A5, F70 AWS FLUX CLASSIFICATION. MINIMUM WELD SIZE TO BE3/16" FILLET WELD, U.N.O.

4.06 CUTS, BOLTS, COPING, ETC. REQUIRED FOR WORK OR OTHER TRADES SHALL BE SHOWN ON THE SHOPDRAWINGS AND MADE IN THE SHOP. CUTS OR BURNING HOLES IN STRUCTURAL STEEL MEMBERS IN THE FIELDWILL NOT BE PERMITTED.

4.07 SHOP CONNECTIONS NOT SPECIFICALLY DETAILED ON THE DRAWINGS MAY BE WELDED OR BOLTED. FIELDCONNECTIONS NOT SPECIFICALLY DETAILED ON THE DRAWINGS SHALL BE BOLTED, WHERE POSSIBLE.

4.08 WHEN SPECIFICALLY NOT DETAILED ON THE DESIGN DRAWINGS PROVIDE THE FOLLOWING BEAMCONNECTIONS:

A. USE TWO-SIDE ANGLE CONNECTIONS PER AISC SPECIFICATIONS, LATEST EDITION.B. WHERE BEAM REACTIONS ARE SHOWN, CONNECTIONS SHALL DEVELOP THE REACTION GIVEN.C. WHEN BEAM REACTIONS ARE NOT SHOWN, CONNECTIONS SHALL BE DESIGNED TO SUPPORT ONE HALF THETOTAL UNIFORM LOAD CAPACITIES SHOWN IN THE ALLOWABLE UNIFORM LOAD TABLES, PARTS 2 OF THE AISCMANUAL, FOR THE GIVEN BEAM, SPAN, AND GRADE OF STEEL SPECIFIED.D. WHERE REACTIONS ARE SUBJECT TO ECCENTRICITY, SUCH ECCENTRICITY SHALL BE TAKEN INTOACCOUNT.

4.09 FIELD SPLICES SHALL BE DESIGNED TO DEVELOP THE FULL CAPACITY OF MEMBER AT THE POINT OFSPLICE IN BENDING, SHEAR AND AXIAL LOAD (COMPRESSION AND TENSION).

4.10 ALTERNATE CONNECTION DETAILS MAY BE USED IF SUCH DETAILS ARE SUBMITTED TO THE ENGINEER FORREVIEW AND ACCEPTANCE IS GRANTED. HOWEVER, THE ENGINEER SHALL BE THE SOLE JUDGE OF ACCEPTABILITYAND THE CONTRACTOR'S BID SHALL ANTICIPATE THE USE OF THE SPECIFIC DETAILS SHOWN ON THE DRAWINGS. INANY EVENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN OF SUCH ALTERNATE DETAILS, WHICH HEPROPOSES.

4.11 PROVIDE STIFFENER PLATES ON EACH SIDE OF WEB OF BEAM OR GIRDER AT POINTS OF CONCENTRATEDLOADS. MINIMUM STIFFENER PLATE THICKNESS SHALL BE 1/2" OR FLANGE THICKNESS OF COLUMNS ABOVE ORBELOW, WHICHEVER IS THICKER.

4.12 FILLER BEAMS OR JOISTS SHOULD BE SPACED EQUALLY BETWEEN THE COLUMNS IF NOT SHOWNOTHERWISE ON THE DRAWINGS.

4.13 PROVIDE TEMPORARY BRACING OF STRUCTURAL FRAMING TO PROVIDE LATERAL SUPPORT UNTIL ALLPERMANENT BRACING MOMENT CONNECTIONS AND FLOOR AND ROOF DECKS (DIAPHRAGMS) ARE COMPLETELYINSTALLED.

4.14 STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL AND MECHANICALDRAWINGS AND DRAWINGS RELATED TO OTHER TRADES. CONTRACTOR SHALL BE RESPONSIBLE TO CHECK ANDCOORDINATE DIMENSIONS, CLEARANCES, ETC. WITH THE WORK OF OTHER TRADES. THE STRUCTURAL STEELCONTRACTOR SHALL PROVIDE FRAMING AROUND OPENINGS IN FLOOR AND ROOF SLAB AS INDICATED IN THEMECHANICAL AND ARCHITECTURAL DRAWINGS.

4.15 THE STRUCTURAL STEEL CONTRACTOR SHALL PROVIDE WEB REINFORCEMENT AT OPENINGS IN STEELBEAMS AND GIRDERS FOR MECHANICAL AND ELECTRICAL PENETRATIONS. WEB OPENINGS SHALL BE LOCATED INTHE MIDDLE 1/3 OF BEAM DEPTH. WEB REINFORCEMENT IS NOT REQUIRED FOR WEB OPENINGS LESS THAN 4"DIAMETER OR 3" X 3". A MAXIMUM OF ONE WEB OPENING IS PERMITTED FOR EACH BEAM NOT HAVING WEBREINFORCEMENT.

4.16 STRUCTURAL STEEL CONTRACTOR SHALL COORDINATE THE BOTTOM OF BASE PLATE ELEVATION WITH THETOP OF CONCRETE ELEVATION. IN CASE OF CONFLICT, THE CONTRACTOR SHALL MAKE ALLOWANCE IN HIS BID FORMORE STRINGENT REQUIREMENTS.

4.17 PAINT STRUCTURAL STEEL IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. DO NOT PAINT STEELSURFACES TO BE ENCASED IN CONCRETE OR RECEIVE SPRAYED ON FIREPROOFING, CONNECTIONS DESIGNATEDAS SLIP CRITICAL, OR TO BE WELDED.

STEEL JOISTS

4.18 STEEL JOISTS AND JOIST GIRDERS SHALL BE FABRICATED AND ERECTED IN STRICT CONFORMANCE WITHTHE LATEST EDITION OF "STANDARD SPECIFICATIONS AND LOAD TABLES FOR JOIST AND JOIST GIRDERS, "OF THESTEEL JOIST INSTITUTE (SJI).

4.19 JOIST SEATS AND THEIR CONNECTIONS SHALL BE CAPABLE OF TRANSFERRING 1500 LBS PER JOIST OFDIAPHRAGM SHEAR FORCE FROM THE TOP OF JOIST SEAT INTO SUPPORT.

4.20 STEEL JOIST CONTRACTOR SHALL FURNISH ALL CROSS BRIDGING AND CONNECTIONS.

4.21 DESIGN STEEL JOISTS AND THEIR CONNECTIONS FOR UPLIFT AS SHOWN ON THE WIND PRESSURE DIAGRAMON THESE DRAWINGS. A MAXIMUM OF 5 PSF OF GRAVITY LOAD MAY BE ASSUMED WHEN COMPUTING “NET”UPLIFT.

4.22 EXTEND AND FASTEN BOTTOM CHORDS TO ALL STEEL COLUMNS AND ALTERNATE JOISTS TO SUPPORTINGBEAMS, U.N.O.

4.23 EXTEND AND FASTEN JOIST BOTTOM CHORD BRIDGING TO BOTTOM FLANGE OF BEAMS. PROVIDE BRIDGINGAT A MAXIMUM SPACING OF 10’-0” O.C. WITH A MINIMUM OF ONE BAY X-BRIDGED TO TOP CHORD.

4.24 ALL K-SERIES JOISTS BEARING ON SUPPORT MEMBER ALSO SUPPORTING LH-SERIES JOISTS HAVE 5"BEARING DEPTH UNLESS OTHERWISE NOTED.

4.25 FABRICATION AND ERECTION OF STEEL DECKING SHALL CONFORM TO THE LATEST EDITION OF THE STEELDECK INSTITUTE'S (SDI) "SPECIFICATION AND COMMENTARY FOR COMPOSITE STEEL FLOOR DECK, NON-COMPOSITE STEEL DECK, AND STEEL ROOF DECK" AS APPLICABLE TO THIS PROJECT.

STEEL DECKING:

4.26 MATERIAL FOR STEEL DECKING SHALL CONFORM TO ASTM A1008 GRADES 33 AND 40, OR FROM A653. SEEDRAWINGS FOR STEEL DECK TYPE, GAUGE, YIELD STRENGTH AND SECTION PROPERTIES.

4.27 ROOF DECK SHALL BE TYPE B, WIDE RIB.

4.28 UNLESS NOTED OTHERWISE ALL STEEL DECKING SHALL HAVE A GALVANIZED COATING CONFORMING TOASTM A653, G90

4.29 STEEL ROOF DECK ANCHORAGE (UNLESS NOTED OTHERWISE ON PLANS OR DETAILS):

A. ANCHOR DECK TO SUPPORTING STRUCTURE AT ALL EDGE RIBS PLUS INTERIOR RIBS AT A MAXIMUMSPACING OF 6 INCHES USING THE FOLLOWING:

1. WHEN BASE STEEL THICKNESS IS 3/8” OR LESS, USE #12 SELF-TAPPING HEX WASHER HEAD SCREWS BYHILTI (OR APPROVED EQUAL) OR X-EDN19 THQ12 POWDER ACTUATED FASTENERS BY HILTI (OR APPROVED EQUAL).

2. WHEN BASE STEEL THICKNESS EXCEEDS 3/8”, IT IS THE CONTRACTOR’S OPTION TO PRE-DRILL AND USE #12HEX WASHER HEAD SCREWS BY HILTI (OR APPROVED EQUAL) OR TO USE HILTI X-ENP-19 L15 POWDER ACTUATEDFASTENERS (OR APPROVED EQUAL).

B. FASTEN SIDE LAPS OF ADJACENT UNITS AT A MAXIMUM SPACING OF 12 INCHES WITH #10 SELF-TAPPINGSCREWS BY HILTI (OR APPROVED EQUAL).

4.30 PROVIDE DECKING CONTINUOUS OVER 3 SPANS MINIMUM WHERE SUPPORTING STRUCTURE PERMITS.

4.31 STEEL DECKING SHALL BE ERECTED IN STRICT COMPLIANCE WITH THE MANUFACTURER'SRECOMMENDATIONS

SHEET TITLE:

SHEET DATE:

BTA PROJECT NO:

SHEET:

REVISIONS:

Bullock Tice Associates

909 East Cervantes Suite B

Penascola, FL. 32501

AAC000174

www.bulltice.com

Fax: 850.432.5208

Phone: 850.434.5444

PLANNING

ARCHITECTURE

INTERIOR DESIGN

DESIGN BUILD

SIGNATURE AND SEAL

STATE OF FLORIDA

P.E. NO. 54319 / C.A. NO. 9515

dditio

.rvt ST

1700 C

Pensacola

lorida 3

GENERAL NOTES

138013.01

March 2, 2015

5.00 MASONRY

5.01 CONCRETE MASONRY DESIGN AND CONSTRUCTION SHALL CONFORM TO ACI 530, BUILDING CODEREQUIREMENTS FOR CONCRETE MASONRY STRUCTURES AND ACI 530.1, SPECIFICATIONS FOR CONCRETEMASONRY CONSTRUCTION. SEE S-402 FOR TYPICAL MASONRY DETAILS.

5.02 PROVIDE LIGHTWEIGHT, HOLLOW, LOAD-BEARING CONCRETE MASONRY UNITS (CMU) CONFORMING TOASTM C90, GRADE N, TYPE 1, fc' = 1900 PSI (NET), UNLESS NOTED OTHERWISE.

5.03 PROVIDE MASONRY CONSTRUCTION WITH MINIMUM COMPRESSIVE STRENGTH, f'm = 1500 PSI.

5.04 PROVIDE TYPE "S" OR TYPE "M" MORTAR IN ACCORDANCE WITH ASTM C270, UNLESS NOTED OTHERWISE.

5.05 VERTICAL CELLS SHALL BE REINFORCED WITH 1# 5 CONTINUOUS AS FOLLOWS: AT 40" O.C. MINIMUM, UNLESS NOTED OTHERWISE (SEE S-101)IN THREE (3) CELLS UNDER BEAM BEARINGS (SEE 8/S-403)IN TWO (2) CELLS EACH SIDE OF WALL OPENINGS (WINDOWS, DOORS, DUCTS) (SEE S-402) IN ONE (1) CELL EACH SIDE OF CONTROL JOINTS (SEE S-402)

VERTICAL REINFORCING SHALL BE CONTINUOUS (LAPPED 48 BAR DIAMETERS AT SPLICES) AND HELD INPOSITION AT THE TOP AND BOTTOM OF THE GROUT POUR. UNO, POSITION VERTICAL REINFORCING INTHE CENTER OF THE CELL.

5.06 PROVIDE GROUT FOR REINFORCED MASONRY IN ACCORDANCE WITH ASTM C476. GROUT SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 PSI UNLESS NOTED OTHERWISE. GROUT SHALL BEFLUID CONSISTENCY. FLUID CONSISTENCY SHALL MEAN THAT CONSISTENCY AS FLUID AS POSSIBLE FORPOURING WITHOUT SEGREGATION OF THE CONSTITUENT PARTS. FILL ALL CELLS BELOW GRADE WITHGROUT. ALL GROUT SHALL BE CONSOLIDATED AT THE TIME OF POURING BY VIBRATING AND THENRECONSOLIDATED BY AGAIN PUDDLING LATER, BEFORE PLASTICITY IS LOST. WHEN GROUTING ISSTOPPED FOR ONE HOUR OR LONGER, CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THEPOUR OF THE GROUT 1-1/2 INCHES BELOW THE TOP OF THE UPPERMOST UNIT.

5.07 PROVIDE HORIZONTAL JOINT REINFORCEMENT COMPLYING WITH ASTM A82, NO. 9 GAUGE OR HEAVIER,ZINC COATED, PLACED 16 INCHES ON CENTER UNLESS NOTED OTHERWISE.

5.08 PROVIDE RUNNING BONDS WITH VERTICAL JOINTS LOCATED AT CENTER OF MASONRY UNITS IN THEALTERNATE COURSE BELOW, UNLESS NOTED OTHERWISE.

5.09 ALL MASONRY UNITS SHALL BE FREE OF EXCESSIVE DUST AND DIRT AT THE TIME THEY ARE LAYED BY THEMASON

5.10 ALL REINFORCED HOLLOW UNIT MASONRY SHALL BE BUILT TO PRESERVE THE UNOBSTRUCTED VERTICALCONTINUITY OF THE CELLS TO BE FILLED. WALLS AND CROSS WEBS IN ALL REINFORCED MASONRY WALLSSHALL BE FULLY BEDDED IN MORTAR. ALL HEAD (OR END) JOINTS SHALL BE SOLIDLY FILLED WITH MORTARFOR A DISTANCE IN FROM EACH FACE OF THE UNIT NOT LESS THAN THE THICKNESS OF THELONGITUDINAL FACE SHELLS, BOND SHALL BE PROVIDED BY LAPPING UNITS IN SUCCESSIVE VERTICAL

COURSES.

5.11 PROVIDE VERTICAL CONTROL JOINTS BETWEEN REINFORCED MASONRY WALLS AND MASONRY PARTITIONWALLS, AND AT A MINIMUM OF 20’-0” O.C.

WIND LOAD DETERMINATION ASSUMPTIONS - FLORIDA BUILDING CODE 2012

ROOF SLOPE

160 C 15 1.5 ON 12 II ENCLOSED

ULTIMATE DESIGN WIND PRESSURES FOR COMPONENTS AND CLADDING (PSF)

ROOF ZONE 1ROOF ZONE 2 ROOF ZONE 3

WALL ZONE 4 WALL ZONE 5

O-HANG O-HANG

32.2 -51.1 -88.9 51.1 -55.3 -68.1

50 25.5 -47.8 -72.4 43.6 -47.8 -53.1

22.7 -46.3 -72.4 38.3 -42.6 -42.6

NOTES:

1. FOR EFFECTIVE AREAS BETWEEN THOSE GIVEN ABOVE THE LOAD MAY BE INTERPOLATED,

OTHERWISE USE THE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA.

2. THE EDGE STRIP, a = 5.2 FT.

3. PRESSURES SHALL BE APPLIED IN ACCORDANCE WITH THE FIGURE SHOWN ON THIS SHEET.

WIND VELOCITY

(MPH)EXPOSURE

CATEGORY

(SQ. FT)

4. PRESSURES GIVEN ARE ULTIMATE LOADS TO BE USED WITH STRENGTH DESIGN. FOR SERVICELOADS TO BE USED WITH ALLOWABLE STRESS DESIGN, MULTIPLY THE PRESSURES BY 0.60.SEE TABLES 2.3 AND 2.4 IN ASCE 7-10 FOR MORE INFORMATION ON LOAD COMBINATIONS.

-104.032.2

-104.0

-104.0 -104.0

-104.0

-104.0 51.1

SHEET TITLE:

SHEET DATE:

BTA PROJECT NO:

SHEET:

REVISIONS:

AAC000174

www.bulltice.com

Fax: 850.432.5208

Phone: 850.434.5444

PLANNING

ARCHITECTURE

INTERIOR DESIGN

DESIGN BUILD

SIGNATURE AND SEAL

STATE OF FLORIDA

P.E. NO. 54319 / C.A. NO. 9515

dditio

.rvt ST

1700 C

Pensacola

lorida 3

GENERAL NOTES &WIND LOADDIAGRAMS

138013.01

March 2, 2015

1/8" = 1'-0"S-002

2 WIND ZONES AND PRESSURES

S-2011

2S-203

S-202 4

WF2.7WF

11'-4" 19'-4" 11'-4" 10'-0"

14'-8" 14'-8"

2'-0"2'-0"

"EXISTING WALL

EXISTING WALL

EQ EQ EQ EQ EQ

EQ EQ EQ EQ

EQ EQ EQ

EQ EQ2' - 0"11'-0 3/16"

2'-0" 2' - 0"

17' - 4 1/2" 13' - 4"

4" SLAB-ON-GRADE REINF.WITH 6X6 W2.0XW2.0 WWF 2"CLR. FROM TOP

CONTROL ORCONSTRUCTIONJOINTS, TYP.

8"X8" CMU COLUMNWITH 1 #8 VERTICAL

OUTSIDE FACEOF BRICK, TYP.

2' - 0"2' - 0"

10' - 8"

NEW HOUSEKEEPING PADFOR KILN (COORD. SIZEAND LOCATION W/ ARCH.4" THICK CONCRETE PADON EXISTING SLABREINF. W/ 6x6-W2.1xW2.1WWF, 1 1/2" CLR. TO TOPROUGHEN EXIST. SLAB& APPLY BONDING AGENT.3/4" CHAMFER @ ALLEXPOSED EDGES.

S-201 3

OUTSIDE FACE OFBRICK VENEER

S-2034

16" DEEP X 8"THICKENED SLABEDGE W/ 2#5 CONTBOTT., TYP.

REMOVE VENEER - TIE NEW CMUTO EXIST. CMU W/ DOVETAIL

ANCHORS AT 16" O.C.

S-2011

2S-203

S-202 4

W10X26

W24X55

W10X15

Pipe6STD

EXISTING WALL

AHU-4 AHU-1

1' - 1 1/4"

2.5K1 10K1

10K110K1

10K1 10K12.5K1

HATCHED AREA:DEMOLISH EXISTINGOUTRIGGERS AND DECKAND REPLACE WITH NEWDECKING

DEMOLISH AND REPLACE EXISTING JOIST IN THIS LOCATION

7 EQ. SP.= 28' - 3 3/4"7 EQ. SP.= 28' - 3 3/4"

2' - 8 1/4" 2' - 8 1/4"

11 EQ. SP.= 44' - 3 7/8"

HSS2.5

S-402TYPICAL

TYPICALTYPICAL

TYPE "R10" JOISTTOP CHORD EXTENSION

S-201 3

20X18 DUCT

2' - 3"

11' - 9 1/2" 9' - 9" 4' - 4"

S-2034

9' - 8"

1' - 8"16' - 7"

ROOF OPNG.W/ 3X3X31/4"

ANGLE FRAME

T.O. WALL EL. +11'-2"

T.O. WALL EL. +11'-10"T.O. WALL EL. +10'-8"

LEGEND

= ADDITIONAL GROUT FILLED AND REINFORCED CELL IN ADDITION TO TYPICAL REINFORCING. PROVIDEBAR SIZE TO MATCH WALL REINF.

= VERTICAL MASONRY CONTROL JOINT LOCATION; SEE TYPICAL DETAILS

= 8" NOMINAL CMU WALL. UNLESS NOTED OTHERWISE (U.N.O.), WALL SHALL BE REINFORCED WITH #5VERTICAL REINFORCING AT 40" ON CENTER IN CENTER OF GROUT FILLED CELLS. PROVIDE HORIZONTAL JOINTREINFORCING AND ADDITIONAL VERTICAL REINFORCING AS OUTLINED IN THE GENERAL NOTES, TYPICALDETAILS AND SECTIONS IN THESE DRAWINGS. WALLS FOLLOW ROOF SLOPE AND EXTEND TO BOTTOM OFDECK, U.N.O. SEE DETAILS 6&7/S-402.

G.C. NOTE: NO FOUNDATION UNDERCUT SHALL OCCUR WITHIN 10.0-FEET OF THE EXISTING BUILDING ASMEASURED FROM THE EXISTING EXTERIOR WALL FACE.

= EXISTING(E)

= 2'-8" WIDE X 12" THICK STRIP FOOTING WITH 3#5 CONT. BOTTOM AND #4@24 BOTTOM SHORT WAYWF2.7

= 3'X0" SQUARE X 12" THICK STRIP FOOTING WITH 4#5 E.W. BOTTOMF3.0

9*-/16" 22 GA FORM DECK W/ EITHER 2-7/16" LIGHTWEIGHTINSULATING CONCRETE REINF. W/ 6X6W2.0XW2.0 (3" TOTALTHICKNESS) OR RIGID INSULATION.INSTALLATION/ATTACHMENT:SUPPORT FASTENERS: #10 TEK SCREWSSIDELAP FASTENERS: #10 TEK SCREWSFASTENER LAYOUT:

ZONES 1, 2 & 3: (1) #12 @ 6" O.C. (36/7 PATTERN)ZONES 2 & 3: (2) #12 @ 6" O.C. (36/7 PATTERN)SIDELAP FASTENER SPACING: 18"

JOIST MFR. NOTES:1. PROVIDE JOIST BOT. CHORD EXT. AT ALTERNATE JOISTS

TO BOT. FLANGE OF W-SHAPE BEAMS; TYP.2. PROVIDE JOIST UPLIFT BRIDGING AND TYPICAL BRACING AT A SPACING EQUAL TO THE MINIMUM OF 10' OR AS REQUIRED FOR JOIST DESIGN. PROVIDE A MINIMUM OF ONE X-BRIDGED BAY AT EACH BRIDGING RUN.3. SPACE JOISTS @ A MAXIMUM SPACING OF 5'-0" O.C., U.N.O. ON ROOF FRAMING PLAN.

LEGEND

(E) EXISTING STRUCTURAL MEMBER=

AHU - 1

UNIT WEIGHT

500 LBS.

AHU - 2 300 LBS.

SHEET TITLE:

SHEET DATE:

BTA PROJECT NO:

SHEET:

REVISIONS:

AAC000174

www.bulltice.com

Fax: 850.432.5208

Phone: 850.434.5444

PLANNING

ARCHITECTURE

INTERIOR DESIGN

DESIGN BUILD

SIGNATURE AND SEAL

STATE OF FLORIDA

P.E. NO. 54319 / C.A. NO. 9515

dditio

.rvt ST

1700 C

Pensacola

lorida 3

FOUNDATION ANDFRAMING PLANS

138013.01

March 2, 2015

1/8" = 1'-0"S-101

1 FOUNDATION PLAN 1/8" = 1'-0"S-101

2 ROOF FRAMING PLAN

TOP OF SLAB EL.0"

TOP OF WALL EL.10' - 8"

S-3022

TOP OF FOOTINGEL.

-2' - 2"

A B C D E F

113' - 2 3/8"

CEILING EL.9' - 0"

TOP OF SLAB EL.0"

TOP OF FOOTINGEL.

-2' - 2"

51 2 3

CEILING EL.9' - 0"

TOP OF SLAB EL.0"

TOP OF FOOTINGEL.

-2' - 2"

EA ABC

CEILING EL.9' - 0"

1. SIZES AND LOCATIONS OF WALL OPENINGS SHALL BE VERIFIED BY THEGENERAL CONTRACTOR BASED ON THE ARCHITECTURAL ANDMECHANICAL DRAWINGS AND ON THE ROUGH OPENINGREQUIREMENTS OF THE PURCHASED PRODUCTS.

2. REFER TO THE TYPICAL MASONRY OPENING REINFORCING DETAILS ONSHEET S-402.

3. EXTERIOR WALL OPENINGS MUST BE ACOUSTICALLY SEALED EITHERWITH FOAM OR GYPSUM SHEATHING. REFER TO ARCHITECTURALDRAWINGS AND SPECIFICATIONS.

MASONRY OPENING NOTES

SHEET TITLE:

SHEET DATE:

BTA PROJECT NO:

SHEET:

REVISIONS:

AAC000174

www.bulltice.com

Fax: 850.432.5208

Phone: 850.434.5444

PLANNING

ARCHITECTURE

INTERIOR DESIGN

DESIGN BUILD

SIGNATURE AND SEAL

STATE OF FLORIDA

P.E. NO. 54319 / C.A. NO. 9515

dditio

.rvt ST

1700 C

Pensacola

lorida 3

WALL ELEVATIONS

138013.01

March 2, 2015

1/4" = 1'-0"S-201

1 ELEVATION A

1/4" = 1'-0"S-201

2 ELEVATION B 1/4" = 1'-0"S-201

3 ELEVATION C

TOP OF SLAB EL.0"

TOP OF FOOTINGEL.

-2' - 2"

NEW EXISTING

CEILING EL.9' - 0"

EXISTING WALL

REMOVE VENEERTIE NEW CMU TO

EXIST. CMU W/DOVETAIL ANCHORS

AT 16" O.C.

TOP OF SLAB EL.0"

TOP OF FOOTINGEL.

-2' - 2"

2'-0" 2'-0"

5 1234

GROUT POCKET AFTERINSTALLING BEAMS

CAST IN PLACE CONCRETE LINTELWITH 2#6 TOP AND BOTTOM AND#3 STIRRUPS AT 10"

CEILING EL.9' - 0"

TOP OF SLAB EL.0"

TOP OF FOOTINGEL.

-2' - 2"

E2 E3 5E1 3 4

ANCHOR BOLTS, BASE PLATEAND GROUT SEE DETAIL 8/S-403

BEAM POCKET-FILL WITHGROUT AFTER BEAM IS SET

CEILING EL.9' - 0"DUCT OPNG.

COORD. W/ MECH.

S-404SEE 7/S402

TOP OF SLAB EL.0"

TOP OF FOOTINGEL.

-2' - 2"

S-404 DED.9

CEILING EL.9' - 0"

3 WAY STEELCONN. SIM. TO4/S-404

SHEET TITLE:

SHEET DATE:

BTA PROJECT NO:

SHEET:

REVISIONS:

AAC000174

www.bulltice.com

Fax: 850.432.5208

Phone: 850.434.5444

PLANNING

ARCHITECTURE

INTERIOR DESIGN

DESIGN BUILD

SIGNATURE AND SEAL

STATE OF FLORIDA

P.E. NO. 54319 / C.A. NO. 9515

dditio

.rvt ST

1700 C

Pensacola

lorida 3

WALL ELEVATIONS

138013.01

March 2, 2015

1/4" = 1'-0"S-202

1 ELEVATION D

1/4" = 1'-0"S-202

2 ELEVATION E

1/4" = 1'-0"S-202

3 ELEVATION G

1/4" = 1'-0"S-202

4 ELEVATION F

TOP OF SLAB EL.0"

TOP OF FOOTINGEL.

-2' - 2"

E2 E3 51 E1 2 3 4

EXIST.BRICKBEYOND

ANCHOR BOLTS, BASE PLATEAND GROUT SEE DETAIL 8/S-403

BEAM POCKET-FILL WITHGROUT AFTER BEAM IS SET

CEILING EL.9' - 0"

DUCT OPNG.

TOP OF SLAB EL.0"

TOP OF FOOTINGEL.

-2' - 2"

S-404 E35 34

REMOVE EXIST. BRICK VENEERTO INSTALL STEEL BEAM

EXISTING CMU WALL W/BRICK VENEER

CEILING EL.9' - 0"

DUCT OPNGS.COORD. W/ MECH.

32X14DUCT

8 1/2" CLR

10' - 0"14' - 11 7/8" 2' - 0"1' - 4"

STIRRUPS AT 4" O.C.

TOP OF SLAB EL.0"

TOP OF FOOTINGEL.

-2' - 2"

E3 3 4

CEILING EL.9' - 0"

TOP OF SLAB EL.0"

TOP OF FOOTINGEL.

-2' - 2"

CEILING EL.9' - 0"

SHEET TITLE:

SHEET DATE:

BTA PROJECT NO:

SHEET:

REVISIONS:

AAC000174

www.bulltice.com

Fax: 850.432.5208

Phone: 850.434.5444

PLANNING

ARCHITECTURE

INTERIOR DESIGN

DESIGN BUILD

SIGNATURE AND SEAL

STATE OF FLORIDA

P.E. NO. 54319 / C.A. NO. 9515

dditio

.rvt ST

1700 C

Pensacola

lorida 3

WALL ELEVATIONS

138013.01

March 2, 2015

1/4" = 1'-0"S-203

1 ELEVATION H

1/4" = 1'-0"S-203

2 ELEVATION J

1/4" = 1'-0"S-203

3 ELEVATION K

1/4" = 1'-0"S-203

4 ELEVATION L

TOP OF SLAB EL.0"

TOP OF FOOTINGEL.

-2' - 2"

E2 E3 5

CEILING EL.9' - 0"

TOP OF SLAB EL.0"

S-3031

TOP OF FOOTINGEL.

-2' - 2"

E2 E3 5E1 3 4

CEILING EL.9' - 0"

SHEET TITLE:

SHEET DATE:

BTA PROJECT NO:

SHEET:

REVISIONS:

AAC000174

www.bulltice.com

Fax: 850.432.5208

Phone: 850.434.5444

PLANNING

ARCHITECTURE

INTERIOR DESIGN

DESIGN BUILD

SIGNATURE AND SEAL

STATE OF FLORIDA

P.E. NO. 54319 / C.A. NO. 9515

dditio

.rvt ST

1700 C

Pensacola

lorida 3

BUILDING SECTIONS

138013.01

March 2, 2015

1/4" = 1'-0"S-301

1 SECTION A

1/4" = 1'-0"S-301

2 SECTION B

TOP OF SLAB EL.0"

TOP OF FOOTINGEL.

-2' - 2"

A B C D E FD.9

CEILING EL.9' - 0"

TOP OF SLAB EL.0"

TOP OF FOOTINGEL.

-2' - 2"

S-404E2 E3 5E1 3 4

CEILING EL.9' - 0"

SHEET TITLE:

SHEET DATE:

BTA PROJECT NO:

SHEET:

REVISIONS:

AAC000174

www.bulltice.com

Fax: 850.432.5208

Phone: 850.434.5444

PLANNING

ARCHITECTURE

INTERIOR DESIGN

DESIGN BUILD

SIGNATURE AND SEAL

STATE OF FLORIDA

P.E. NO. 54319 / C.A. NO. 9515

dditio

.rvt ST

1700 C

Pensacola

lorida 3

BUILDING SECTIONS

138013.01

March 2, 2015

1/4" = 1'-0"S-302

1 SECTION C

1/4" = 1'-0"S-302

2 SECTION D

TOP OF SLAB EL.0"

TOP OF FOOTINGEL.

-2' - 2"

EA EB EC

CEILING EL.9' - 0"

EXISTING WALLS AND JOISTSTO REMAIN

TOP OF SLAB EL.0"

TOP OF FOOTINGEL.

-2' - 2"

E2 E3 51 2 3 4

CEILING EL.9' - 0"

SHEET TITLE:

SHEET DATE:

BTA PROJECT NO:

SHEET:

REVISIONS:

AAC000174

www.bulltice.com

Fax: 850.432.5208

Phone: 850.434.5444

PLANNING

ARCHITECTURE

INTERIOR DESIGN

DESIGN BUILD

SIGNATURE AND SEAL

STATE OF FLORIDA

P.E. NO. 54319 / C.A. NO. 9515

dditio

.rvt ST

1700 C

Pensacola

lorida 3

BUILDING SECTIONS

138013.01

March 2, 2015

1/4" = 1'-0"S-303

1 SECTION E

1/4" = 1'-0"S-303

2 SECTION F

TOP OF SLAB EL.0"

TOP OF FOOTINGEL.

-2' - 2"

A B C D E FD.9

DUCT OPENINGCOORD. W/ MECH.

13' - 0"

CEILING EL.9' - 0"

EXISTING JOISTS AND WALLS

SHEET TITLE:

SHEET DATE:

BTA PROJECT NO:

SHEET:

REVISIONS:

AAC000174

www.bulltice.com

Fax: 850.432.5208

Phone: 850.434.5444

PLANNING

ARCHITECTURE

INTERIOR DESIGN

DESIGN BUILD

SIGNATURE AND SEAL

STATE OF FLORIDA

P.E. NO. 54319 / C.A. NO. 9515

dditio

.rvt ST

1700 C

Pensacola

lorida 3

BUILDING SECTIONS

138013.01

March 2, 2015

1/4" = 1'-0"S-304

1 SECTION G

CUT WWF AT JOINT

CONSTRUCTION JOINT

CONTROL JOINT

1/8"x(d/4) SAWNCONTROL JOINT

CONTROL JOINT OR CONSTRUCTIONJOINT AT CONTRACTOR'S OPTION

#5 U-BAR SEE TYPICALWALL SECTIONAT OPENINGS

CONT. #5

2' - 0"

WITH ARCH DWGS

SEE PLAN, COORDINATE 2' - 0"

2" CLR, TYPICAL

SEE PLAN ANDNOTES FOR TYPICAL

SLAB-ON-GRADE

SEE FOOTINGSCHEDULE FORREINFORCEMENT

COORDINATE WALLOPENINGS W/ ARCH

GROUT FILL ALLCELLS AND VOIDSBELOW GRADE

#5 U-BAR, SEE 'EXTERIORWALL OPENING SLAB DETAIL'

ADDITIONAL #5 BAR EXTENDS2'-6" PAST WALL OPENING, E.S.

4" CMU

PAVING - SEE CIVIL

1/2" PJF

PROVIDE A BOND BREAKEROF 2 LAYERS 30# FELT

VAPOR BARRIER

TOP OF SLAB EL.0"

TOP OF FOOTINGEL.

-2' - 2"

1/2" P.J.F.

#6 STD 90 DEG.DOWELS @ 16" O.C. IN CENTER

OF GROUT FILLED CELLS WALL REINFORCING

GROUT SPACEBELOW GRADE

1' - 0 1/4" 1' - 2" 5 3/4"

DOWELS TO MATCH WALL VERTICALS PROJECT 24"

ABOVE FOOTING

VAPOR BARRIER

TOP OF SLAB EL.0"

TOP OF FOOTINGEL.

-2' - 2"

3 EQ. TR. = 2'-9"7' - 5"

#4@12 E.W.BOTT, TYP.

#4 NOSING BAR, TYP.

2#4 CONT.

SEE 2/S401

SHEET TITLE:

SHEET DATE:

BTA PROJECT NO:

SHEET:

REVISIONS:

AAC000174

www.bulltice.com

Fax: 850.432.5208

Phone: 850.434.5444

PLANNING

ARCHITECTURE

INTERIOR DESIGN

DESIGN BUILD

SIGNATURE AND SEAL

STATE OF FLORIDA

P.E. NO. 54319 / C.A. NO. 9515

dditio

.rvt ST

1700 C

Pensacola

lorida 3

TYPICAL FOUNDATIONDETAILS

138013.01

02/28/15

1" = 1'-0"S-401

1 TYPICAL SLAB-ON-GRADE DETAILS

3/4" = 1'-0"S-401

2 TYPICAL DETAIL AT DOOR OPENINGS

3/4" = 1'-0"S-401

3 TYPICAL WALL FOOTING DETAIL

3/4" = 1'-0"S-401

4 STAIR ON GRADE

(2) #5 CONT.

CONC. FILL

WHERE BRICK/CMU VENEEROCCURS, BENT PLATE 5/16"xAS

REQ'Dx6" LLH (GALV.) W/ 5/8" x 6" EXP.BOLTS AT 24" O.C.

PROVIDE 8" DEEP OPENBOTTOM SILL REINF. W/

(2) #5 CONT.

CMU LINTEL REINFORCING SHALL EXTEND 24" PASTFACE OF OPENING AND SHALL BEAR, EACH SIDE, ON(2) REINFORCED GROUT FILLED CELLS. BEARING OF

STEEL LINTEL NOT REQ'D

FOR OPENINGS UP TO 4'-0"

CONC. FILL

(2) #5 TOP AND BOT. CONT.

FOR OPENINGS UP TO 4'-0" TO 7'-0"

(2) #5 CONT.TOP & BOT.

CONC. BEAM

8" CMU

(2) #5 TOP AND BOT. CONT.

FOR OPENINGS GREATER THAN 7'-0"

#3 TIES AT 6" O.C.

VENEERTYP VARIES;

SEE ARCH.

SEE ARCH.VARIES

1/2"1/2"

ADDITIONAL GROUT FILLEDAND REINFORCED CELLS,

SEE LINTEL SCHEDULEABOVE

PAST FACE OF OPENING; TYP.EXTEND CMU LINTEL AND SILL REINF. 2'-0"

SEE ARCH.

LINTEL REINF; SEESCHED. ABOVE

SILL REINF (AT WINDOWS); SEESCHED. ABOVE

TYPICAL GROUT FILLED ANDREINF. CELL; SEE PLAN FOR REQ'MENTS.

ADDITIONAL GROUT FILLEDAND REINFORCED CELLS,

SEE LINTEL SCHEDULEABOVE

SEE ARCH.

LINTEL REINF; SEESCHED. ABOVE

SILL REINF (AT WINDOWS); SEESCHED. ABOVE

TYPICAL GROUT FILLED ANDREINF. CELL; SEE PLAN FOR REQ'MENTS.

ELEVATION AT OPENINGS WITH 2'-0" MIN. WALL EXTENSION PAST FACE OF OPENING ELEVATION AT OPENINGS WITH < 2'-0" WALL EXTENSION PAST FACE OF OPENING

GROUT FILLED AND REINF. CELLSPROVIDE 1'-0" MIN. JAMB W/ (2)

2" TYPICAL

PROVIDE 14" LONG90 DEGREE BEND,TYPICAL WHERE FULL2'-0" MIN EXTENSIONPAST FACE OF OPENINGIS NOT POSSIBLE

DETAIL NOTE:WHERE MASONRY CONTROL JOINTS ARE LOCATED WITHIN 2'-0" OF FACE OF OPENING, EXTENDREINFORCING THROUGH CONTROL JOINT TO PROVIDE 2'-0" MIN. REQ'D EXTENSION OR PROVIDE 90DEGREE HOOKS AS SHOWN ABOVE (MASONRY CONTRACTOR'S OPTION)

VENEERTYP VARIES;

SEE ARCH.

VENEERTYP VARIES;

SEE ARCH.

(2) #5 CONT.TOP & BOT.

8" CMU8" CMU

TYPICAL BOND BEAM REINFBELOW; SEE SECTIONS

FACE OFBEARING PLATE

INSIDE FACEOF CMU

TYPICAL CONNECTION PLAN VIEW

JOIST & EXTENSION;SEE PLAN

1/2" BEARING PLATEW/(2) 5/8"x6" HEADED STUDSMECHANICALLY WELDED TO PLATE

1 1/4" 8"

10 1/2"

.1/8" 2"

1/8" 2"MIN. FINALDESIGN BYJOIST MFR.

1 1/4" 8"

10 1/2"

SINGLE JOIST BEARING(TYPICAL)

DOUBLE JOIST BEARING

PROVIDE 8"h x 1'-4"w JOIST POCKETIN CMU WALL. GROUT FILL POCKET AFTER JOIST

INSTALLATION, CONNECTION AND INSPECTION HASBEEN COMPLETED.

CONTROLJOINT

FILL EXISTINGCELLS AND REINF.W/ 1 # 5 CONT.

EXISTING WALL8" CMU

CONTROLJOINT

1/4" BENT PLATECONTINUOUS WELDEDTO JOISTS

3 1/2"

**NOTE: TOP OF WALL AND JOIST SEATDEPTH MUST BE VERIFIED TO MATCH THEBOTTOM OF EXISTING DECK ELEVATION.ADJUSTMENTS TO THESE DIMENSIONSMAY BE REQUIRED.

SEE 3/S402 SEE ARCH.

CAST IN PLACE TIEBEAM WITH 2#4 T&B

CONT. AND #3 TIES AT 10" CEILING EL.9' - 0"

TYP.3/16"

LIGHTWEIGHT CONC.OR RIGID INSULATION

SASH BLOCK UNIT

PREFORMED GASKET

CAULK JOINT

CONTROL JOINTS SHALL STOP ABOVE ANDBELOW BOND BEAMS. BOND BEAM

REINFORCING SHALL BE CONTINUOUSTHROUGH JOINT.

SEE GENERAL NOTES FORHORIZONTAL JOINT REINF.

TYPICAL VERTICALWALL REINFORCEMENT

PROVIDE ADDITIONAL GROUT FILLEDAND REINF. CELL ON EACH SIDE OFALL CONTROL JOINTS; TYP.

8" SPLIT-FACE CMU

CUT BLOCK OR CAST CONCRETECAP TO FOLLOW ROOF SLOPE

WITH 2#4 T&B CONT. AND #3 TIESAT 16"

METAL DECK

HILTI DS (0.177" SHANK) POWDERACTUATED FASTENERS AT 6" O.C.

TOP OF WALL EL. VARIESWITH ROOF SLOPE

SHEET TITLE:

SHEET DATE:

BTA PROJECT NO:

SHEET:

REVISIONS:

AAC000174

www.bulltice.com

Fax: 850.432.5208

Phone: 850.434.5444

PLANNING

ARCHITECTURE

INTERIOR DESIGN

DESIGN BUILD

SIGNATURE AND SEAL

STATE OF FLORIDA

P.E. NO. 54319 / C.A. NO. 9515

dditio

.rvt ST

1700 C

Pensacola

lorida 3

TYPICAL MASONRYDETAILS

138013.01

March 2, 2015

3/4" = 1'-0"S-402

3 JOIST - BEARING PLATE DETAIL

3/4" = 1'-0"S-402

5 CORNER DETAIL AT EXISTING 3/4" = 1'-0"S-402

4 CORNER DETAIL 3/4" = 1'-0"S-402

6 TYPICAL JOIST BEARING SECTION

1 1/2" = 1'-0"S-402

2 CMU - VMCJ DETAIL

3/4" = 1'-0"S-402

7 CMU - WALL TO DECK

3/16"x3" GUSSET PLATE SHOP WELDED ONTOW-SHAPE BEAMS TO ALIGN WITH JOISTS TO RECIEVEBEAM BOTTOM CHORD BRACING.

PIECE L2x2x3/16",EXTEND TOFIRST TOP CHORD PANEL POINT INJOIST

1/8" 1 1/2"TYP.

W-SHAPE BEAM;SEE PLAN AND SECTIONS

UNLESS NOTED OTHERWISE, PROVIDE W-SHAPE BEAMBOTTOM FLANGE BRACE AT ALTERNATE JOISTS BEARING

ON W-SHAPE BEAMS.

L2x2x3/16" JOIST BOTTOMCHORD EXTENSION ATALTERNATE JOISTS

3/16"x3" PLATE SHOPWELD TO BOTTOM

1/8" 2"

1/8" 2"TYP.

1/4"x4x4 BENT PL CONT. FORDECK EDGE SUPPORTANCHOR DECK TO PLATE PER

SUPPORT ANCHORAGEREQUIREMENTS ON PLAN

BEAM W/ 3/16" BENTPLATE SHOP WELD

TO HIP BEAMS

3.54 (5:12)

BEAM; SEE PLAN

3/16" CONT.HIP/VALLEYPLATE; TYP.

TOP OF JOIST@ CENTERLINE

ELEVATION

IST/HSS

3/16" BENT PLATECENTERED ON BEAM

CONT. 3/16" PLATE;CUT BACK FOR CLARITY

SPECIAL JOIST/HSS SEATBY JOIST/STEEL FABRICATIOR

BASE PLATE 3/4""THICK WITH 2 - 3/4"

DIAMETER BOLTS WITH16" EMBEDMENT

TRIM BEAM CORNERS

1 1/2"

MAX. NUMBER OF BOLTSFOR BEAM, TYP.

W24W10

6" PIPE

3/8" PLATE, TYP.

HSS2.5X2.5X3/16EXTENSIONS WELDED TOTOP OF BEAM

GROUT FILLAFTER SETTINGBEAM

CEILING EL.9' - 0"

2' - 0" POCKET

INFILL POCKET W/GROUT AFTERSTEEL ERECTION

BASE PL 3/4"X6X1'-5"WITH 2 - 3/4" DIAMETER

HEADED BOLTS WITH16" EMBEDMENT

PL 1/2 WELDED TO BEAMAND TO BASE PLATE

VARIES SHEET TITLE:

SHEET DATE:

BTA PROJECT NO:

SHEET:

REVISIONS:

AAC000174

www.bulltice.com

Fax: 850.432.5208

Phone: 850.434.5444

PLANNING

ARCHITECTURE

INTERIOR DESIGN

DESIGN BUILD

SIGNATURE AND SEAL

STATE OF FLORIDA

P.E. NO. 54319 / C.A. NO. 9515

dditio

.rvt ST

1700 C

Pensacola

lorida 3

TYPICAL STEELDETAILS

138013.01

March 2, 2015

3/4" = 1'-0"S-403

1 JOIST - BEAM BOTTOM CHORD BRACING AT JOISTS 1 1/2" = 1'-0"S-403

2 JOIST - BEARING AT RIDGE

1" = 1'-0"S-403

3 JOIST - SEAT HIP/VALLEY DETAIL

3/4" = 1'-0"S-403

4 CORNER DETAIL AT TOP OF WALL

3/4" = 1'-0"S-403

5 PLAN DETAIL AT PIPE COLUMN

3/4" = 1'-0"S-403

6 SECTION AT CORNER

3/4" = 1'-0"S-403

7 TYPICAL BEAM TO WALL SECTION 3/4" = 1'-0"S-403

8 TYPICAL BEAM TO WALL DETAIL

EMBED PLATE TOWALL

EMBED PLATE TO WALL

6" STD. PIPE COLUMN

E3 3 4

2 BOLT DOUBLE ANGLECONNECTION, TYP. 4" 8" 2"

"4" CEILING EL.

9' - 0"

EXISTING WALL - VENEER NOTSHOWN. REMOVE VENEERAS REQUIRED FOR CONN.

BASE PLATE 3/4"THICK WITH 3 - 3/4"

DIAMETER HEADEDBOLTS WITH 16"

EMBEDMENT

PL 1/2 WELDED TO BEAMAND TO BASE PLATE

2'-0" BEAM POCKET

2-BASE PLATES 3/4"X6X1'-7"THICK WITH 4 - 3/4"

DIAMETER BOLTS WITH16" EMBEDMENT

2' - 4" 2' - 4"

BEAM POCKET

1' - 4" 1' - 4" 1' - 4"

W21 (2) BENT PLATE 5/16" W/ (6) BOLTS

PL 1/2" WELDED TO BEAMAND BASE PLATE

EXISTING CMUNEW CMU

GROUT BEAMPOCKET AFTERSETTING BEAM

CEILING EL.9' - 0"

2 BOLT DOUBLE ANGLECONNECTIONS, TYP.(NOT SHOWN)

4" 8" 2"

"4"3/8" BENT PLATE

WITH 8 - 3/4" X 6"EPOXY ANCHORS

6" PIPEPL 1/2"

2 1/2"

VERIFY THAT 3 EXISTINGCELLS ARE GROUTED.

W10X26

EXISTING WALL

D E2 BOLT DOUBLE ANGLECONNECTION, TYP.

PL 1/2 X 12 X 24W/ 4 - 3/4" X 6" EPOXYANCHORS

2" 8" 2"

TYP., 1/2"RET. ATTOP

2 BOLT DOUBLEANGLE CONNECTION

CEILING EL.9' - 0"

D ED.9

CEILING EL.9' - 0"

CUT BLOCK OR CAST CONCRETECAP TO FOLLOW ROOF SLOPE

WITH 2#4 T&B CONT. AND #3 TIESAT 16", U.N.O

METAL DECK

MIN VARIES-STEPS

WITH ROOF SLOPE2.5K

TYP.3/16"

TOP OF WALL EL.FOLLOWS ROOFSLOPE

MINVARIES-STEPS

WITH ROOF SLOPE

SHEET TITLE:

SHEET DATE:

BTA PROJECT NO:

SHEET:

REVISIONS:

AAC000174

www.bulltice.com

Fax: 850.432.5208

Phone: 850.434.5444

PLANNING

ARCHITECTURE

INTERIOR DESIGN

DESIGN BUILD

SIGNATURE AND SEAL

STATE OF FLORIDA

P.E. NO. 54319 / C.A. NO. 9515

dditio

.rvt ST

1700 C

Pensacola

lorida 3

SECTIONS ANDDETAILS

138013.01

March 2, 2015

3/4" = 1'-0"S-404

2 LOW BEAM DETAIL

3/4" = 1'-0"S-404

3 CORNER DETAIL AT EXIST.

3/4" = 1'-0"S-404

4 BEAM TO WALL - A 3/4" = 1'-0"S-404

1 SECTION AT EXISTING CORNER 3/4" = 1'-0"S-404

6 LOW BEAMS PLAN DETAIL

3/4" = 1'-0"S-404

7 LOW BEAM SECTION

3/4" = 1'-0"S-404

5 SECTION AT SHALLOW JOISTS

PROTECT FINISHES AND RESTOREAFTER STRUCTURAL AND NEWROOFING WORK IS COMPLETEDABOVE

DEMOLITION NOTES1. COMPLY WITH LOCAL CODES AND ORDINANCES FOR WASTE MANAGEMENT.2. THESE DRAWINGS DEPICT THE GENERAL SCOPE OF DEMOLITION WORK AND ARE NOT INTENDED TOINDICATE ALL DEMOLITION. CONTRACTOR SHALL REMOVE ALL EXISTING ITEMS AS REQUIRED TOPROPERLY COMPLETE ALL THE WORK INDICATED IN THE CONTRACT DOCUMENTS.3. CONTRACTOR SHALL REVIEW THE SCOPE OF WORK TO BE PERFORMED. FAILURE OF MAKINGREQUIRED VISITATIONS AND/OR INVESTIGATIONS TO INFORM THEMSELVES FULLY OF EXISTINGCONDITIONS, AND TO INCLUDE IN THEIR PROPOSALS A SUM SUFFICIENT TO COVER ALL POSSIBLE FIELDCONDITIONS, WILL NOT IN ANY WAY ENTITLE THEM TO ANY EXTRA CHARGES OVER AND ABOVE THEIRORIGINAL PROPOSALS. ANY DISCOVERED DISCREPANCIES OR CONDITIONS SHALL IMMEDIATELY BEBROUGHT TO ARCHITECTS' ATTENTION.4. CONTRACTOR SHALL PROVIDE DURING DEMOLITION OPERATIONS ALL SAFETY MEASURES ANDFEATURES AS REQUIRED BY THE APPLICABLE CODES, RULES AND REGULATIONS HAVING JURISDICTIONOVER THE PROJECT.5. CONTRACTOR SHALL TAKE ALL PRECAUTIONS REQUIRED TO PROTECT ALL UNDERGROUND OROTHER CONCEALED UTILITIES, AND SHALL INSPECT CEILINGS AND CHASES TO ASSURE PROPERIDENTIFICATION OF EXISTING UTILITIES PRIOR TO CUTTING, PATCHING, CAPPING, ETC., AS REQUIREDAND INDICATED ON THE CONSTRUCTION DOCUMENTS.6. THE DEMOLITION WORK SHALL INVOLVE INTERVENTIONS IN AREAS OUTSIDE OF THE IMMEDIATESCOPE OF WORK, INCLUDING WORK ABOVE AND/OR BELOW THE FLOOR LEVEL WITHIN THE SCOPE. ITSHALL REQUIRE WORK INVOLVING REMOTE UTILITY LINES (PLUMBING, MECHANICAL, ELECTRICAL,COMMUNICATIONS, ETC.). ANY SUCH WORK SHALL BE INCLUSIVE OF ALL STRUCTURES, UTILITIES,FINISHES AND EQUIPMENT REQUIRED TO RESTORE THE AREA TO FULLY OPERATIONAL CONDITIONS INCOMPLIANCE WITH ALL APPLICABLE BUILDING AND SAFETY CODE REQUISITES, AND TO MEET OWNER'SAPPROVAL. ALL WORK AS DESCRIBED IN THIS NOTE SHALL BE INCLUDED AS PART OF THE BASECONTRACT PRICE.7. CONTRACTOR SHALL PROTECT FROM DAMAGE ALL EXISTING FINISHES AND CONSTRUCTION NOTSCHEDULED FOR DEMOLITION.8. CONTRACTOR SHALL VERIFY WITH THE COMPLETE SET OF CONSTRUCTION DRAWINGS ALL ITEMS TOBE REMOVED AND/OR RELOCATED.9. PATCH AND REPAIR ALL EXISTING SURFACES DAMAGED BY DEMOLITION AND/OR INSTALLATION OFNEW WORK AND/OR UTILITIES, AS REQUIRED TO MATCH ADJACENT SURFACES AND/OR TO RECEIVE NEWSCHEDULED FINISHES.10. CONTRACTOR SHALL EXERCISE EXTREME CARE WHEN PENETRATING EXISTING WALLS ORFLOOR/CEILING SLABS SO STRUCTURAL INTEGRITY OF SUCH ELEMENTS IS NOT DEGRADED.CONTRACTOR SHALL RESTORE EXISTING SURFACES SCHEDULED TO REMAIN THAT ARE AFFECTED BYSCOPE OF WORK. CONTRACTOR SHALL SEAL TIGHT ALL NEW PENETRATIONS IN WALLS ANDFLOOR/CEILING SLABS.11. ANY UTILITY LINES THAT ARE BROKEN OR DAMAGED DURING DEMOLITION OPERATIONS SHALL BEREPAIRED BY THE CONTRACTOR AT NO ADDITIONAL CHARGE TO THE CONTRACT PRICE OR SHALL BEREPAIRED BY THE OWNER AT THE CONTRACTOR'S EXPENSE.12. EXISTING CONCRETE FLOOR SLABS, MORTAR SETTING BEDS AND/OR VCT SHALL BE PREPARED TORECEIVE NEW THIN SET FLOOR TILE FINISHES BY GRINDING, SCRAPING, FILLING, PATCHING, LEVELING,ETC. AS REQUIRED TO PROVIDE A SUITABLE AND ACCEPTABLE SUBSTRATE FOR THE SCHEDULED FINISHMATERIAL.

GRAPHIC LEGEND

EXISTING DOORTO REMAIN

REMOVE EXISTINGDOOR, FRAME ANDHARDWARE

REMOVE EXISTINGCONSTRUCTION (AS INDICATEDWITH DASHED LINES)

EXISTING CONSTRUCTION TOREMAIN (AS INDICATED WITHLIGHT SOLID LINES)

SHEET TITLE:

SHEET DATE:

BTA PROJECT NO:

SHEET:

REVISIONS:

SIGNATURE AND SEAL

vt ST.

DEMOLITION PLAN

138013.01March 2, 2015

SCALE: 1/8" = 1'-0"

0 4' 8' 16'

PLANNORTH

1/8" = 1'-0"A-101

1 DEMOLITION PLAN - EXISTING SCHOOL

DEMOLITION KEYNOTES

1 REMOVE EXISTING BRICK CANOPY COLUMNS AND ASSOCIATED CONCEALED DOWNSPOUTS.2 REMOVE EXISTING CANOPY.3 REMOVE EXISTING WALL ASSEMBLY TO PREPARE FOR NEW OPENING. PATCH AND REPAIR AS

REQUIRED.4 REMOVE EXISTING DOOR AND FRAME ASSEMBLY.5 REMOVE AND SALVAGE EXISTING WINDOW AND FRAME ASSEMBLY. INFILL OPENING TO MATCH

EXISTING CONSTRUCTION.6 CUT A ROOF CORE SAMPLE AT THE EXISTING OVERHANG TO DETERMINE DECK AND INSULATION

THICKNESSES. DO NOT PROCEED WITH FABRICATION OF MATERIALS UNTIL EXISTING CONDITIONSARE DETERMINED. NOTE: CONFLICT EXISTS IN CONSTRUCTION RECORDS AS TO DECK TYPELIGHTWEIGHT CONCRETE OR RIGID INSULATION

7 CUT AN OPENING INTO BRICK VENEER, 8" WIDE X 16" HIGH FOR CAVITY OBSERVATION. OPENINGSSHOULD BE CUT IN NO HIGHER THAN 8" ABOVE WEEP COURSE LINE AT BASE OF WALLS. NOTIFYARCHITECT WHEN ALL 5 LOCATIONS ARE AVAILABLE FOR REVIEW.

NOTE: AT EXISTING SCIENCE CLASSROOM, REMOVE EMERGENCY EYE WASH AND SHOWER. REMOVE CHEMICAL FUMEHOOD, REUSE VENT WITH NEW KILN. DISCONNECT VENT TO CHEMICAL STORAGE CABINET. SEE ENLARGED ART ROOMSHEET A-110 AND PLUMBING/MECHANICAL PLANS.

CLASS108

CLASS111

MUSIC107

JANITOR106

STORAGE104

SCIENCE103

CORR101

CORR102

OFFICE105

DASHED LINE REPRESENTSBOUNDARY OF FUTUREGYMNASIUM ADDITION

1A-301

2A-301

LINE OF FUTURECANOPY ROOF ABOVE

TO PARISH CENTER

STOR112

STOR110

MECH113

MECH109

CASEWORK(BID OPTION)

204 2-TIER 12" DP X15" WD LOCKERS

36'-8" x 35'-2"

24'-0" X 7'-3"

36'-8" x 35'-2"

30'-2" x 28'-8" 30'-2" x 28'-8"

110 109 108 111 113 112

3 333 333

4A-301

CORR-NEW100

5A-301

BRICK VENEER(MATCH EXISTING)2 3/4" AIRSPACE1 1/2" RIGID INSULATIONCOLD FLUID APPLIEDAIR/MOISTURE BARRIER8" CMU

WALL TYPE 1

8" CMU - EXTEND TO DECKEXCEPT AT WALL SEPARATINGSCIENCE ROOM AND OFFICE(10'-8" AFF AT THIS LOCATION)

WALL TYPE 2

3 5/8" 20 GA. GALVANIZEDMETAL STUDS @ 16" O.C.

WALL TYPE 3

5/8" GYPSUM WALL BOARD(BOTH SIDES)

SOUND ATTENUATION BATTINSULATION AT ALL LOCATIONSEXCEPT SURROUNDINGSTORAGE ROOMS

EXTEND WALL TO DECK AT WALLSEPARATING CLASSROOMS(10'8" ALL OTHER LOCATIONS)UNLESS NOTED OR DETAILEDOTHERWISE

FILL ALL CELLS WITH PERLITEOR FOAM INSULATION FORMIN. STC 51 RATING AT WALLSSURROUNDING MUSIC ROOM

NOTEl CONTRACTOR OPTION - AT ROOMS OTHER THAN MUSIC ROOM, CONTRACTORMAY ELECT TO CONSTRUCT CMU WALLS TO 9'10" AFF AND CLOSE OFF SPACES USINGWALL TYPE 3 WITH SOUND ATTENUATION BATTS AND ACOUSTICAL SEALANT AT CMU ANDROOF DECK RATHER THAN EXTENDING CMU TO DECK, WHERE CMU IS NOT NEEDED STRUCTURALY

PROVIDE 2 LAYERS OF GYPSUM BOARD ONE SIDEALL LOCATIONS EXCEPT STORAGE CLOSETS

GENERAL NOTES:

1. PLAN DRAWINGS ARE GENERATED BY A CUT THROUGHT THE WALL AT AHEIGHT OF APPROXIMATELY 48". COMPONENTS IN OR ON THE WALLABOVE OR BELOW THIS PLANE MAY NOT BE IDENTIFIED IN THIS PLAN VIEW.SEE ELEVATION VIEWS FOR IDENTIFICATION OF ALL WALL COMPONENETSAND OPENINGS.

2. THE OWNER'S USE OF THIS FACILITY WILL BE NECESSARYTHROUGHOUT THE DURATION OF ALL CONSTRUCTION EFFORTS.MINIMIZE ANY DISTURBANCES TO UTILITIES AND PROVIDE OWNER NOTICEOF ANY UPCOMING INTERUPTIONS AT LEAST 72 HOURS IN ADVANCE.

3. SPECIAL CARE IS TO BE PROVIDED TO THE EMERGENCY CALL DEVICESAND SIGNALS. ALL EQUIPMENT IS TO REMAIN OPERATIONAL THROUGHTHE COURSE OF THE PROJECT.

4. AT EXISTING WALLS, CONTRACTOR SHALL OPEN MASONRY CAVITYNEAR THE BASE OF THE WALLS IN SEVERAL LOCATIONS WITH OWNERREPRESENTATIVES PRESENT. IF IT IS DETERMINED THAT THE CAVITY ISDRY, THE MASONRY WILL REMAIN. IF THE CAVITY IS FOUND TO CONTAINMOISTURE, THE BRICK WILL BE REMOVED AND METAL FURRING WITHGYPSUM BOARD AND A PLASTER COATING WILL BE REQUIRED.

5. A SAFE EGRESS/EXIT WAY MUST BE CREATED AND MAINTAINED FROMTHE EXISTING CORRIDOR TO THE OUTSIDE AT ALL TIMES THE SCHOOL IS INUSE.

FLOOR PLAN NOTES1. SEE ABOVE FOR WALL CONSTRUCTION LEGEND.

2. PROVIDE BLOCKING IN WALLS FOR WALL MOUNTEDBOARDS, CABINETRY, AND OTHER WALL MOUNTED ITEMS.COORDINATE PLUMBING AND ELECTRICAL ITEMS WITH CMUCONSTRUCTION TO CONCEAL ALL PIPING AND CONDUIT.

3. REFER TO DIMENSION PLAN FOR WALL DIMENSIONS.

4. INFILL OPENINGS WITH CMU AND BRICK TO MATCHEXISTING WALL FACES. PAINT ENTIRE WALL BOTH SIDES OFTHE OPENING.

SHEET TITLE:

SHEET DATE:

BTA PROJECT NO:

SHEET:

REVISIONS:

SIGNATURE AND SEAL

vt ST.

NEW WORK FLOORPLAN - NOTES

138013.01March 2, 2015

1/8" = 1'-0"A-102

1 NEW WORK FLOOR PLAN - NOTESPLAN

SCALE: 1/8" = 1'-0"

0 4' 8' 16'

3/4" = 1'-0"A-102

2 WALL TYPES

1A-301

2A-301

CLASS108

CLASS111

MUSIC107

JANITOR106

STORAGE104

SCIENCE103

CORR101

CORR102

OFFICE105

DASHED LINE REPRESENTSBOUNDARY OF FUTUREGYMNASIUM ADDITION

LINE OF FUTURECANOPY ROOF ABOVE

STOR112

STOR110

MECH113

MECH109

62'-0"

20'-0" 4'-0" 8'-0" 4'-0" 10'-8"

10'-0" 11'-4" 19'-4" 11'-4" 10'-0"

EQUAL EQUAL

24'-0 3/8" 12'-8" 24'-0 3/8"

4'-1" 13'-8" 6'-3 3/8" 6'-3 3/8" 13'-8" 4'-1"

4A-301

10'-0"

CORR-NEW100

5A-301

3'-4" 16'-4"

A-1033

A-1032

A-1034 ABOVE

DIMENSION PLAN NOTES1. REFER TO WALL SECTIONS AND PLAN DETAILS FOR SPECIFIC WALLDIMENSIONS TO COLUMN GRID LINES AND EXISTING CONSTRUCTION.

2. SEE SHEET A-102 WALL CONSTRUCTION LEGEND FOR WALL TYPEDESCRIPTIONS.

3. ALL DIMENSIONS ARE FROM FACE OF CMU, FACE OF STUD, OR WHEREAPPLICABLE, COLUMN GRIDLINE.

COLD FLUID APPLIED WATERPROOFINGMEMBRANE

1 1/2" RIGID INSULATION

BRICK VENEER

EXISTING MASONRY WALL - SEESTRUCTURAL FOR FILLED CELLS ANDREINFORCING

40 MIL SELF ADHERED WATERPROOFMEMBRANE OVER FLUID APPLIED AIR/WATER MEMBRANE EXTEND 1'-0" EACHDIRECTION

CUT AND REPLACE EXISTING BRICK ANDINSULATION TO INSTALL NEW WALL . COATEXISTING BLOCK WITH FLUID APPLIEDWATERPROOFING AND ADHERED FLASHING

EXISTING BRICK - REPLACE ASREQUIRED WHERE REMOVED TO INSTALLNEW WALL

NEW CMU WALL WITH CONTROLJOINT - REFER TO STRUCTURALDETAIL 5/S402

BACKER ROD AND SEALANTBACKER ROD AND SEALANT

COLD FLUID APPLIEDWATERPROOFINGMEMBRANE

BRICK VENEER

EXISTING MASONRY WALLSEE STRUCTURAL FORFILLING CELLS

40 MIL SELF ADHERED WATERPROOFMEMBRANE OVER FLUID APPLIED AIR/ WATERMEMBRANE EXTEND 8" EACH DIRECTION

CUT AND REPLACE EXISTING BRICK ANDINSULATION TO INSTALL NEW WALL . COATEXISTING BLOCK WITH FLUID APPLIEDWATERPROOFING AND ADHERED FLASHING

EXISTING BRICK - REPLACE ASREQUIRED WHERE REMOVED TOINSTALL NEW WALL

NEW CMU WALL REFER TO STRUCTURALFOR FILLED CELLS AND REINFORCING

EXISTING BRICK - REPLACE ASREQUIRED WHERE REMOVED TOINSTALL NEW WALL

BACKER ROD AND SEALANT

8" CMU WALL

ACOUSTICAL SEALANT EACH SIDE

3 5/8" METAL STUDS WITH SOUNDATTENUATION BATT INSULATION

5/8" GYPSUM BOARD WITH J CHANNELS(2 LAYERS INTERIOR AT MECHANCALCLOSETS - SEE WALL TYPES SHEET A-102

SHEET TITLE:

SHEET DATE:

BTA PROJECT NO:

SHEET:

REVISIONS:

SIGNATURE AND SEAL

vt ST.

NEW WORK FLOORPLAN - DIMENSIONS

138013.01March 2, 2015

PLANNORTH

SCALE: 1/8" = 1'-0"

0 4' 8' 16'

1/8" = 1'-0"A-103

1 NEW WORK FLOOR PLAN - DIMENSIONS

1 1/2" = 1'-0"A-103

2 NEW/EXISTING PLAN DETAIL 1

1 1/2" = 1'-0"A-103

3 NEW/EXISTING PLAN DETAIL 21 1/2" = 1'-0"A-103

4 BLOCK/STUDS PLAN DETAIL

SCALE: 1 1/2" = 1'-0"

0 4" 8" 1'-4"

1A-301

2A-301

4A-301

3'-0" MIN.

LINE OF EXISTING BUILDING BELOW

REMOVE EXISTING ROOFING AND INSULATIONAT PORTION OF EXISTING ROOFING TO BEREPLACED

PROVIDE CONTINOUS ROOF EXPANSION JOINTAT LOCATIONSHOWN - SEE DETAIL

AIR INTAKE - SEE CURBDETAIL THIS SHEET

LINE OF EXISTING BUILDING BELOW

PREFINISHED ALUMINUM CANOPY(MAPES INDUSTIRES HANGARROD CANOPY) AT DOORS

CONTINUOUS PREFINISHED ALUMINUM GUTTER

NEW MODIFIED BITUMEN ROOFINGTO MATCH EXISTING - TYP.

STRIP FLASHING ONTO EXISTINGROOF AT NEW EXPANSION JOINT

EXIST. EAVE HT10'-8"

MODIFIED BITUMEN ROOF WITHCAP SHEET

COLD FLUID APPLIEDAIR/MOISTURE BARRIER

VINYL SOFFIT

5/8" CEMENT BOARD

8" CMU LINTELBLOCK

2 1/2" RIGID INSULATION WITH1/2" DENSDECK OVER METALDECK

PREFINISHED ALUMFASCIA WRAP

2 1/2" 20 GA. GALV.STEEL STUDS @ 16" O.C.

FILL ALL GAPS ANDVOIDS BETWEEN WALLAND ROOF DECK W /EXPANDING CLOSEDCELL FOAM INSULATION

SOLDIER COURSE W/ WEEPS

4' DEEP X 10' WIDE PREFINISHEDALUMINUM CANOPY (MAPESINDUSTRIES HANGER ROD CANOPY)

3/4" HANGER PIPE

A-1043

5"X5" PREFINISHED ALUM.GUTTER

THRU-WALL FLASHING ABOVE OPENINGSWITH DAMMED ENDS 8" BEYOND OPENINGSREFER TO DOOR HEAD DETAIL 1/A-601

RIGID INSULATION

VINYL SOFFIT

5/8" CEMENT BOARD

PREFINISHED ALUMFASCIA WRAP TOMATCH EXISTING

METAL DECK

5"x5" PREFINISHED ALUMINUMGUTTER AND BRACKETS TO MATCHADJACENT

PREFINISHED METAL FLASHING

PREFINISHED GUTTER STRAP@ 24" O.C.

NOTE: M.E. = MATCH EXISTING - CONFIRM DIMENSIONS WITH EXISTING PRIOR TO FABRICATION

'-0" M

RIGID INSULATION OVERMETAL DECK

METAL DECK

PLUMBING VENT STACK

2 1/2 LB. LEAD VENT FLASHING

6" 4" 4"1'-0"

EXISTING ROOFINGAND INSULATIONTO REMAIN

LAP SPLICE AND SEALANTCONT. CANT STRIPPT WOOD BLOCKINGS.S EXPANSION CAP

EXISTING ROOF DECK TO REMAIN

NEW MODIFIED BITUMENROOFING ON 2 1/2" RIGID INSULATIONWITH 1/2" DENSDECK OVER EXISTING DECK

LAP SPLICE AND SEALANTCONT. CANT STRIP

MODIFIED BITUMENROOFING ON 2 1/2" RIGID INSULATIONWITH 1/2" DENSDECK OVER EXISTING DECK

PREMANUFACTURED AIR INTAKE CURB

STAINLESS STEEL FASTENERS WITHNEOPRENE WASHERS AT 8" O.C.

STAINLESS STEEL COUNTERFLASHING

STEEL ANGLE AND METAL DECKSEE STRUCTURAL

P.T. WOOD BLOCKING

ROOF NOTES1. DOWNSPOUTS THAT EXTEND TO GRADE CONNECT TOSTORMWATER PIPING AND SHALL TRANSITION TO STORMWATERPIPING VIA CAST IRON DOWNSPOUT BOOT SIMILAR OR EQUALTO BARRYCRAFT "B25C".

2. MATCH EXISTING GUTTER AND DOWNSPOUT COLOR ANDSHAPES. (5"X5" GUTTER AND 3"X4" DOWNSPOUT MIN.) CONFIRMSIZES PRIOR TO FABRICATION. SLOPE ALL GUTTERS TODOWNSPOUTS.

3. MATCH EXISTING ROOFING AND ROOF SLOPES. REFER TOJOINT DETAIL FOR JOINT BETWEEN NEW ROOFING AND EXISTING.

SHEET TITLE:

SHEET DATE:

BTA PROJECT NO:

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REVISIONS:

SIGNATURE AND SEAL

vt ST.

ROOF PLAN

138013.01March 2, 2015

1/8" = 1'-0"A-104

1 ROOF PLAN

1 1/2" = 1'-0"A-104

2 CANOPY DETAIL (ABOVE DOOR 102A)

PLANNORTH

SCALE: 1/8" = 1'-0"

0 4' 8' 16'

SCALE: 1 1/2" = 1'-0"

0 4" 8" 1'-4"

3" = 1'-0"A-104

3 FASCIA DETAIL

SCALE: 3" = 1'-0"

0 2" 4" 8"

1 1/2" = 1'-0"A-104

4 VTR DETAIL1 1/2" = 1'-0"A-104

5 NEW/EXISTING ROOF JOINT 1 1/2" = 1'-0"A-104

6 CURB DETAIL

ART114KILN

NEW KILN - CONNECTEXHAUST TO EXISTING'THROUGH ROOF EXHAUST

NEW 7-0" TALL X 2'-0" DEEPPAPER ROLL STORAGE CABINETWITH DOUBLE DOORSMATCH EXISTING LAMINATE

NEW FLAT FILES AND TOPSEE ELEVATION 4/A401

NEW INSTRUCTOR DESKBY OWNER

REMOVE EXISTING EYEWASHAND SHOWER SEAL AND CAPALL LINES

NEW SINK IN EXISTING COUNTERCUT AND PATCH WALL AS REQUIRED

NEW 4" THICK HOUSEKEEPINGPAD WITH 6X6 10/10 WWM - COORDINATEDIMENSIONS WITH KILN.

NOTE: PROVIDE L&L SCHOOL-MASTER SM23T-3 KILN (OR EQUAL)SET KILN 12" MIN. FROM WALL, ALLOW 4" OF ADDITIONAL HOUSEKEEPINGPAD AT FRONT AND SIDES AND EXTEND PAD TO WALL FOR EASE OFMAINTENANCE

NOTE: FURNITURE AND RUG ARE BY OWNER. OTHER CASEWORK ANDITEMS THAT ARE NOT NOTED ARE EXISTING TO REMAIN.

STUDENT TABLES, CHAIRS AND RUG BY OWNER

JANITOR106

STORAGE104

SCIENCE103

OFFICE105

A-4012

PROVIDE KEWAUNEEKEMRESIN COUNTERTOPAND SPLASH AT THISCASEWORK

PROVIDE KEWAUNEESIGNATURE SERIES 60" X 36"WOOD TABLE WITH KEMRESINTOP

12' x 4' WHITEBOARD WITH4' x 4' TACKBOARD - CENTERWHITEBOARD BEHINDINSTRUCTOR TABLE

ROLLINGSMARTBOARDOWNERFURNISHEDCONTRACTORINSTALLED

RELOCATE STUDENT FURNITURE FROM EXISTING SCIENCE ROOM

OFFICE FURNITURE BY OWNER

SHELVING TO BEPROVIDED BY OWNER

SHEET TITLE:

SHEET DATE:

BTA PROJECT NO:

SHEET:

REVISIONS:

SIGNATURE AND SEAL

vt ST.

ENLARGED PLANS

138013.01March 2, 2015

1/4" = 1'-0"A-110

1 ENLARGED ART ROOM1/4" = 1'-0"A-110

2 ENLARGED SCIENCE ROOM

MUSIC107

TABLE (BYOWNER)

ELECTRONICPIANO (BY OWNER)SPACE FOR STACKING CHAIRS (2 CARTS)

12' x 4' MARKERBOARD WITH (2)4' x 4' TACKBOARDS (1 EACH SIDE)

SMARTBOARD - OWNER FURNISHEDCONTRACTOR INSTALLED

POTENTIALALTERNATELOCATIONOF PIANO BYOWNER

CLASS108

STOR110

MECH109

ALT. BIDNO. 3

LINE OF DESKS (BY OWNER)

TEACHER'S DESK - BY OWNER

10' x 4'MARKERBOARDWITH 4' x 4'TACKBOARDMOUNT 36" AFF

NOTE: COORDINATE LOCATION OF WHITEBOARD AND TACKBOARD WITH OWNER AND INCLUDE INSTALLATIONOF OWNER PROVIDED SMART BOARD IN BASE BID.

SHEET TITLE:

SHEET DATE:

BTA PROJECT NO:

SHEET:

REVISIONS:

SIGNATURE AND SEAL

vt ST.

ENLARGED PLANS

138013.01March 2, 2015

1/4" = 1'-0"A-111

1 ENLARGED MUSIC ROOM1/4" = 1'-0"A-111

2 ENLARGED CLASSROOM

9'-0" 9'-0"

8'-0" 8'-0"

CEILING HEIGHT IN OFFICETO BE AS HIGH AS POSSIBLEBUT NO LOWER THAN TOP OFWINDOW OPENING

AIR HANDLER LOCATIONSABOVE CEILING, FILTERSLOCATED AT RETURN AIRGRILLES MAINTENANCEACCESS BY REMOVINGCEILING TILES

REFLECTED CEILING PLANMATERIAL KEY

2' X 2' SUSPENDED ACOUSTICAL TILELAY-IN CEILING WITH GRID

SUSPENDED GYPSUM BOARDCEILING, U.N.O.

PREFINISHED METAL SOFFIT(PERFORATED)

2 X 4 FLUORESCENT LIGHTINGFIXTURE, SEE ELECTRICAL DRAWINGS

CEILING DIFFUSER, SEEMECHANICAL DRAWINGS

RETURN AIR GRILLE, SEEMECHANICAL DRAWINGS

EXIT LIGHT, SEE ELECTRICALDRAWINGS

CEILING EXHAUST, SEEMECHANICAL DRAWINGS

VIDEO PROJECTOR MOUNT -2X2 PAN WITH OPENING

OS LIGHTING CONTROL CEILING MOUNTEDSENSOR, SEE ELECTRICAL DRAWINGS

CEILING HEIGHT13'-3"

ROOM NUMBER DESIGNATION101

FLUORESCENT LIGHTING FIXTURE,SEE ELECTRICAL DRAWINGS

OCCUPANCY SENSORPOWER PACK

NOTE: CENTER SPRINKLER HEADS IN CEILING TILESAND COORDINATE WITH LIGHT FIXTURES, SPEAKERS,AIR REGISTERS, PROJECTOR MOUNTS AND OTHERITEMS SHOWN ON REFLECTED CEILING PLAN

3 5/8" METAL STUDS WITH SOUNDATTENUATION BATT INSULATION

METAL DECK

ACOUSTICAL SEALANT CONT. AROUNDWALL PENETRATION BOTH SIDES TOPAND BOTTOM OR FULL PERIMETER

DUCT OR PIPE PENETRATION

3 5/8" METAL STUDS WITH SOUNDATTENUATION BATT INSULATION AND5/8" GYP BD. ONE SIDE AND 2 LAYERS5/8" GYP. BD. OPPOSITE SIDE

ACOUSTICAL SEALANT

CONTRACTORS OPTION - FILL VOID WITH SPRAYINSULATION AND THERMAL BARRIER AND PROVIDEACOUSTICAL SEALANT EACH SIDE OR FILL VOID WITHSPRAY FOAM INSULATION AND PROVIDE .032" ALUM. EACHSIDE (SHOWN DASHED)

8" CMU WALL

ACOUSTICAL CEILING TILE

METAL DECK

CMU OPENING - SEE STRUCTURAL FOR LINTEL.CREATE SMALLEST BLOCK DIMENSION OPENINGFOR PENETRATION

DUCT PENETRATION

FILL VOID WITH SPRAY FOAM INSULATION ANDCOVER WITH .032" ALUM. EACH SIDE FASTENEDTO WALL AND DECK

8" CMU WALL

ACOUSTICAL CEILING TILE

ACOUSTICAL SEALANT AT EACH END OF ALUM. (TYP)

FILL VOID WITH SPRAY FOAM INSULATION ANDCOVER WITH .032" ALUM. EACH SIDE FASTENEDTO WALL AND DUCT

ACOUSTICAL SEALANT AT EACH END OF ALUM. (TYP)

SHEET TITLE:

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BTA PROJECT NO:

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SIGNATURE AND SEAL

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REFLECTED CEILINGPLAN & DETAILS

138013.01March 2, 2015

1/8" = 1'-0"A-150

1 REFLECTED CEILING PLANPLAN

SCALE: 1/8" = 1'-0"

0 4' 8' 16'

1 1/2" = 1'-0"A-150

2 TOP OF WALL STUDS DETAIL

1 1/2" = 1'-0"A-150

3 TOP OF WALL CMU DETAIL

SCALE: 1 1/2" = 1'-0"

0 4" 8" 1'-4"

MODIFIED BITUMEN ROOFING (TO MATCH EXISTING)

BRICK VENEER

LINE REPRESENTS BOUNDARY OFPROPOSED FUTURE GYMNASIUMADDITION

2A-301

4A-301

5A-301

MATCH EXISTING BRICK AND COLORS OFFIELD BRICK AND WAINSCOT BRICK

C.J. (TYP.)

EXISTING SCHOOL

LINE REPRESENTS BOUNDARY OF FUTUREGYMNASIUM ADDITION

BRICK VENEER

2A-301

PREFINISHED METAL CANOPY SYSTEM

EXISTING SCHOOLSCHOOL ADDITION

MODIFIED BITUMEN ROOFING(TO MATCH EXISTING)

BRICK VENEER

1A-301

ROOF JOINT

INTAKE - SEE MECHANICAL

VENEER EXPANSION JOINTPROVIDE BACKER ROD ANDSEALANT

EXISTING SCHOOL SCHOOL ADDITION

BRICK VENEER

1A-301

FUTURE ROOF CRICKET BETWEENPROPSED GYMNASIUM AND SCHOOLADDITION

PREFINISHED METALCANOPY SYSTEM

ROOF JOINT

SHADED BRICK SHALL EXTEND OUTFROM FACE OF OTHER BRICK 3/4"

ALIGN AND MATCH ADJACENT PATTERN

SHEET TITLE:

SHEET DATE:

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SIGNATURE AND SEAL

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EXTERIORELEVATIONS

138013.01March 2, 2015

1/8" = 1'-0"A-201

1 EAST ELEVATION

1/8" = 1'-0"A-201

2 WEST ELEVATION

1/8" = 1'-0"A-201

3 NORTH ELEVATION

1/8" = 1'-0"A-201

4 SOUTH ELEVATIONSCALE: 1/8" = 1'-0"

0 4' 8' 16'

3" = 1'-0"A-201

5 TOP OF WALL BRICK DETAIL

FINISH FLOOR0"

2A-301

ROOF PLAN15'-7"

A-3013

4A-301

A-3016

FINISH FLOOR0"

1A-301

A-1042 OPP.

FINISH FLOOR0"

1 1/2" / 1'-0"MODIFIED BITUMEN ROOF WITHCAP SHEET

5"X 5" PREFINISHEDALUMINUM GUTTER

8" CMU

COLD FLUID APPLIEDWATERPROOFAIR/MOISTURE BARRIER

BRICK VENEER

VINYL SOFFIT5/8" CEMENT BOARD 8" CMU LINTEL

2 1/2" RIGID INSULATION WITH1/2" DENSDECK OVER DECK TOMATCH EXISTING

FILL ALL GAPS AND VOIDSBETWEEN WALL AND ROOF DECKW / EXPANDING CLOSED CELLFOAM INSULATION

ACOUSTICALCEILING TILE

CONCRETE SLAB,SEE STRUCTURAL

CONCRETE FOOTING,SEE STRUCTURAL

1/2" PREFORMED JOINTFILLER, TYP.

APPROX. LINE OF GRADE

DARKER BRICKWAINSCOT

8 1/2"1"

METAL DECK

2" OFFSET OF CMU /BRICK VENEER FROMTOP OF SLAB

2 PIECE ADJUSTABLE BRICKVENEER TIES AT 16" O.C.BOTH WAYS (TYP.)

VAPOR BARRIER

FINISH FLOOR0"

8" CMU

BRICK VENEER RETURNINTO OPENING(BEYOND)

VINYL SOFFIT5/8" CEMENT BOARD

8" CMU LINTELBLOCK

1/2" PREFORMED JOINTFILLER, TYP.

DARKER BRICKWAINSCOT

WOOD SILL ANDTRIM

PREFINISHEDALUMINUM WINDOWSYSTEM

BRICK SILL

SOLDIER COURSE

A-1042

APPROXIMATE LINEOF GRADE

5"X 5" PREFINISHEDALUMINUM GUTTER

2 1/2" RIGID INSULATION WITH1/2" DENSDECK OVER DECK TOMATCH EXISTING

METAL DECK

VAPOR BARRIER

FINISH FLOOR0"

8" CMU

BRICK VENEERRETURN(BEYOND)

VINYL SOFFIT

5/8" CEMENT BOARD

8" CMU LINTELBLOCK

2 1/2" RIGID INSULATION WITH1/2" DENSDECK OVER METALDECK

METAL DECK

SOLDIER COURSE

5"x5" PREFINISHEDALUM. GUTTER

ALUMINUM THRESHOLD -SET IN MASTIC

INSULATED GALVANIZEDMETAL DOOR ANDFRAME

3 TREADS @ 11"

2'-9" 7'-7 3/8"

PREFINISHED ALUMINUMHANDRAIL (EACH SIDE OFSTAIR)

CONCRETE STAIR AND LANDINGSEE STRUCTURAL FORREINFORCING

SLOPE LANDING 1/4" - 1''0"

RIGID INSULATION

VAPOR BARRIER

THROUGH WALL FLASHINGWITH ALUM. TERMINATIONBAR SET IN SEALANT

SEALANT

RIGID INSULATION

OPEN HEADWEEPS @ 24" O.C.

45 MIL EXTRUDED DRIP EDGESET IN SEALANT

APPROXIMATE LINE OFGRADE

1/2" PREFORMED JOINT FILLER, TYP.

CONCRETE SLAB - SEE STRUCTURAL

VAPOR BARRIER (10 MIL) TYP.

GROUT FILL ALL CELLS AND VOIDSBELOW GRADE

6" CMU BELOW GRADE

BRICK VENEER

SHEET TITLE:

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BUILDING AND WALLSECTIONS

138013.01March 2, 2015

SCALE: 1/8" = 1'-0"

0 4' 8' 16'

1/8" = 1'-0"A-301

1 LONGITUDINAL SECTION

1/8" = 1'-0"A-301

2 TRANSVERSE SECTION

3/4" = 1'-0"A-301

3 WALL SECTION

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

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

3/4" = 1'-0"A-301

4 WALL SECTION 2

3/4" = 1'-0"A-301

5 WALL SECTION 3

3" = 1'-0"A-301

6 ENLARGED WALL DETAIL

SCALE: 3" = 1'-0"

0 2" 4" 8"

HEAT RESISTANT RESINCOUNTERTOPAND BACKSPLASH

EXISTING SALVAGED BASE CABINETSRELAMINATE EXTERIOR OF CABINETSTO MATCH NEW CABINETS - PROVIDENEW DOORS

NEW 3'-0" HIGH WALL CABINET

EXISTING 36" HIGH X 78" WIDEWALL CABINETS. RELAMINATEEXTERIOR OF CABINETS TO MATCHNEW CABINETS - PROVIDE NEWDOORS

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

3'-6" 1'-6" 3'-6"

PLASTIC LAMINATECOUNTERTOP W/BACKSPLASH ANDSURROUNDMAINTAIN HEIGHT OFSPLASH WHERE COUNTERIS LOWERED - PROVIDESIDE SPLASHES AT ENDWALLS (TYP)

PLASTIC LAMINATE ON 3/4"PANEL

3/4" PANELDIVIDERS W/PLASTIC LAMINATEFINISH

1'-6" 3'-6" 3'-0" 3'-0" 1'-6" 2'-6" 2'-6" 3'-0" 1'-6"

INSULATE ALL PIPING

1'-9 7

/8"2'-

1'-6" 3'-0" 2'-6" 3'-6" 3'-6" 3'-6" 1'-6" 1'-6"

MIN. 32" CLEAR

NEW COUNTERTOPFIELD VERIFY DIMENSION

RELAMINATE EXTERIOR FACES OFEXISTING BASE CABINETS AND ALLENDS AND BACK OF CABINETS

3'-5" 3'-0" 3'-5"

4'-0" 4'-0" 4'-0" 4'-0"

PLASTIC LAMINATE COUNTERTOP ANDBACKSPLASH PROVIDE SIDE SPLASH AT WALL

PLASTIC LAMINATE BASE CABINETS

PLASTIC LAMINATE WALL CABINETS PLASTIC LAMINATE TALL CABINETS WITH ADJUSTABLE SHELVES

VINYL BASE AT TOE BOARD

CONT. P.T. WOOD BASEW/ PLYWOOD TOP. COORDINATEWITH LOCKER MANUFACTURER

DOUBLE TIER LOCKERS WITHSLOPE TOP, ATTACH LOCKER TOFLOOR AT OUTSIDE CORNERS

SLOPE TOP ACCESSORYPROVIDE MITER AT OUTSIDECORNER

ALTERNATE BID NO.1BASE BID METAL LOCKERS.ALTERNATE BID SOLID PLASTICLOCKERS SEESPECIFICATIONS

SHEET TITLE:

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CASEWORKELEVATIONS

138013.01March 2, 2015

SCALE: 1/2" = 1'-0"

0 1' 2' 4'

1/2" = 1'-0"A-401

2 SCIENCE CASEWORK ELEV. 2

1/2" = 1'-0"A-401

1 SCIENCE CASEWORK ELEV. 1 1/2" = 1'-0"A-401

4 ART FLAT FILES

1/2" = 1'-0"A-401

3 MUSIC ROOM CASE WORK

3/4" = 1'-0"A-401

5 TYPICAL LOCKER SECTION

3'-0" 3'-0" 3'-0"

1'-6" 3'-0" 3'-0" 3'-0" 3'-0"

1'-6" 3'-0"SEALANT AT 3/8" JOINT ON EACH ENDOF CABINETS. FIELD MEASURE AND SCRIBETOP TO RUN WALL TO WALL. PROVIDE SIDESPLASHESAT RETURN WALLS

SALVAGED WALL CABINETWITH NEW DOORS - RELAMINATEALL EXPOSED SURFACES OFSALVAGED CABINETS

NEW RESIN COUNTERTOP ANDBACKSPLASH ON SALVAGEDBASE CABINETRY - SEE COUNTERTOPSECTION 1 BELOW

SALVAGED BASE CABINETSWITH NEW DOORS - RELAMINATEALL EXPOSED SURFACES OFSALVAGED CABINETS

PROVIDE VINYL BASE ATNEW BASE FRAME

NOTE: CENTER WALL CABINETWILL BE A NEW CABINET

WALL CABINET - 3/4" PLYWOODWITH PLASTIC LAMINATE FINISH

ADJUSTABLE SHELVES WITHSTANDARDS - 3/4" PLYWOOD SHELVES(2 PER CABINET) WITH PLASTICLAMINATE FINISH

3/4" PLASTIC LAMINATE COUNTERAND SPLASH

1/4" PLYWOOD BACKER WITH PLASTICLAMINATE FINISH - TYP. WALL AND BASECABINETS

FOUR DRAWER BASE CABINET3/4" PLYWOOD WITH PLASTICLAMINATE FINISH AT EXTERIORLAMINATE OR MELAMINE INTERIORFINISH

P.T. WOOD BASE

PLASTIC LAMINATE ENDOF CABINET BEYOND

PLASTIC LAMINATE COUNTER AT2'-8" HEIGHT BEYOND - TURN DOWNLAMINATE

3/4" PLYWOOD WITH PLASTICLAMINATE COUNTER AND SPLASHSPLASH HEIGHT TO MATCHADJACENT COUNTERTOP

INSULATE ALL PIPES

3/4" PLYWOOD WITH PLASTICLAMINATE BACK PANEL CONT.AT WALL WITH DIVIDER BEYOND

PLASTIC LAMINATE ENDOF CABINET BEYOND

3/4" PLYWOOD WITH PLASTICLAMINATE COUNTER AND SPLASH

3/4" PLYWOOD WITH PLASTICLAMINATE SINK BASECABINET - LAMINATE INTERIOROF CABINET

1/4" PLYWOOD BACK WITHPLASTIC LAMINATE

VINYL BASE AT CONT. TOEBOARD

P.T. BASE

4"PLASTIC LAMINATE COUNTER AT2'-8" HEIGHT BEYOND - TURN DOWNLAMINATE

3/4" PLYWOOD WITH PLASTICLAMINATE COUNTER AND SPLASHSPLASH HEIGHT TO MATCHADJACENT COUNTERTOP

3/4" PLYWOOD WITH PLASTICLAMINATE BACK PANEL CONT.AT WALL WITH DIVIDER BEYOND

1 1/2"

CONT. SEALANT

3/4" RADIUS

CONT. BLOCKING

SALVAGED CABINET

HEAT RESISTANT RESIN COUNTERTOP(KEWAUNEE KEMRESIN)

3/4" RADIUS

1 1/2"

CONT. SEALANT

PLASTIC LAMINATE TOP AND BACKSPLASHON 3/4" PLYWOOD

BASE CABINET - SEE SECTIONS

CONT. BLOCKING

PLASTIC LAMINATE EDGE

TALL CABINET - 3/4" PLYWOODWITH PLASTIC LAMINATE FINISH

ADJUSTABLE SHELVES WITHSTANDARDS - 3/4" PLYWOODSHELVES WITH 1X2 EDGING(6 PER CABINET IN MUSIC ROOM; 2 INART ROOM) WITH PLASTICLAMINATE FINISH

P.T. WOOD BASE

3/4" PLASTIC LAMINATE COUNTERAND SPLASH

BASE CABINET3/4" PLYWOOD WITH PLASTICLAMINATE FINISH AT EXTERIORLAMINATE OR MELAMINE INTERIORFINISH AND ADJUSTABLE SHELFWITH STANDARDS

P.T. WOOD BASE

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CASEWORKELEVATIONS AND

SECTIONS

138013.01March 2, 2015

1/2" = 1'-0"A-402

1 CLASSROOM CASEWORK (ALTERNATE BID NO. 3)

3/4" = 1'-0"A-402

2 CASEWORK SECTION 13/4" = 1'-0"A-402

3 CASEWORK SECTION 2

3/4" = 1'-0"A-402

3" = 1'-0"A-402

9 COUNTERTOP SECTION 13" = 1'-0"A-402

10 COUNTERTOP SECTION 2 (TYP)

3/4" = 1'-0"A-402

DOOR AND FRAME ELEVATIONS

INS GALV HM(A)

SEE SCHED

SC WD(C)

SEE SCHED

SC WD(B)

(B) EXTERIOR FIXED WINDOW

1/A-602 SIM

2/A-602 SIM

3/A-602SIM

GALV HM(1)

SEE SCHED

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

WINDOW ELEVATIONS

(A) EXTERIOR ESCAPE WINDOW

11'-4"

1/A-602

2/A-602

3/A-602 5/A-6024/A-602

7/A-602

8/A-602

6/A-602

SEE SCHED

D 3'-0"

6" 2'-0" 6"SEE SCHEDULE

6"2'-0" 6"

SCWD(D)

D 3'-0"

6" 2'-0" 6"

NOTE: INTERIOR GLASS 1/4" TEMPERED. EXTERIOR GLASS (WINDOWS AND DOORS) INSULATED LAMINATED GLASS - SEE SPECIFICATIONS

8 3/4" 2 5/8"

1 1/2" RIGID INSULATIONBRICK VENEERTHRU-WALL CONTINUOUSHEAD FLASHING WITHALUM. TERMINATION BARSET IN SEALANT

WEEPS @ 16" O.C.GALVANIZEDSTEEL ANGLE

CONTINUOUS SEALANTPAINTED HOLLOWMETAL FRAMEPAINTED HOLLOW METAL DOOR

SOLID GROUTFILL HOLLOWMETAL FRAME

8" CMU LINTELBLOCK

8" CMU

MORTAR NET

DAM ENDS AND RETURNSIDES OF HEAD FLASHINGINTO VERTICAL JOINT OFMASONRY APPROX. 8"OUT FROM OPENING

SOLDIER COURSE

BRICK VENEER

CONTINUOUS SEALANTPAINTED HOLLOWMETAL FRAMEPAINTED HOLLOW METAL DOOR

JAMBANCHORS -MIN. 3 PERSIDE

8" CMU

HEADER COURSEAT OPENINGS

GROUT FILLCMU CAVITY

8 3/4" 2 5/8"

3 5/8" 2 3/4" 7 5/8"

40 MIL SELF ADHEREDWATERPROOFMEMBRANE OVERFLUID APPLIED AIR/WATER BARRIER

INSULATED HOLLOWMETAL DOOR

ALUMINUM THRESHOLD -SET IN FULL BED OFSEALANT

FLUID APPLIED WATERPROOFROOF MEMBRANE - EXTENDUNDER THRESHOLD

PRE-DRILL HOLE AND FILLWITH/ SEALANT PRIOR TOINSTALLATION OFFASTENER

CONTINUOUSSEALANT

PAINTED HOLLOWMETAL FRAME

8" CMU LINTEL BLOCK

8" CMU

SOLID CORE WOODDOOR

7/8" 5 3/4"

CONTINUOUS SEALANT

8" CMU

SOLID GROUT FILLHOLLOW METAL FRAME

5 3/4"

SOLID COREWOOD DOOR

CONTINUOUSSEALANT

8" CMU LINTEL BLOCK

8" CMU

GLAZING

5 3/4"

PAINTED HOLLOW METAL FRAME

PAINTED HOLLOW METAL GLAZING STOP

GLAZING

5 3/4"

SOLID CORE WOODDOOR

CONTINUOUS SEALANT

PAINTED HOLLOW METAL FRAME

8" CMU

SOLID GROUT FILL HOLLOW METAL FRAME

5 3/4"

PAINTED HOLLOW METAL GLAZING STOP

GLAZING

CONTINUOUS SEALANT

PAINTED HOLLOW METALFRAME

8" CMU

SOLID CORE WOOD DOOR

5 3/4"

DOOR AND HMFRAME

FLOOR FINISH AS SCHEDULED

VINYL REDUCER STRIP

FLOOR FINISH ASSCHEDULED

DOOR AND HMFRAME

FLOOR FINISH AS SCHEDULEDCONT. UNDER DOOR

DOOR AND HMFRAME

FLOOR FINISH AS SCHEDULED

VINYL REDUCER STRIP

FLOOR FINISH ASSCHEDULED

DOOR BOTTOMSHEET TITLE:

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DOOR SCHEDULEAND DETAILS

138013.01March 2, 2015

DOOR SCHEDULEDOOR FRAME

FIRERATING

HARDWARE

NOTESMARK

MAT ELEV GLAZING MAT ELEV

DETAILSETNO

KEYSIDEROOM

NUMBERWD HT THK HEAD JAMB SILL102 6'-0" 7'-0" 1 3/4" HM A HALF HM 1 1/A601 2/A601 3/A601 1 EXT

102A 6'-0" 7'-0" 1 3/4" HM A HALF HM 1 1/A601 2/A601 3/A601 1 EXT103 3'-0" 7'-0" 1 3/4" SC WD B 6 X 36 HM 2 4,5/A601 6,7,8 & 9/A601 10/A601 2 CORR104 3'-0" 7'-0" 1 3/4" SC WD C - HM 3 10/A602 11,14/A602 13/A601 4 CLASS

105A 3'-0" 7'-0" 1 3/4" SC WD D HALF HM 3 4/A601 6/A601 12/A601 3 CLASS105B 3'-0" 7'-0" 1 3/4" SC WD D HALF HM 3 4/A601 6/A601 12/A601 3 CLASS106 3'-0" 7'-0" 1 3/4" SC WD C - HM 3 4/A601 6/A601 13/A601 4 CORR107 3'-0" 7'-0" 1 3/4" SC WD B 6 X 36 HM 2 4,5/A601 6,7,8 & 9/A601 10/A601 2 CORR108 3'-0" 7'-0" 1 3/4" SC WD B 6 X 36 HM 2 4,5/A601 6,7,8 & 9/A601 10/A601 2 CORR109 3'-0" 7'-0" 1 3/4" SC WD C - HM 3 12/A602 13/A602 11/A601 4 CLASS110 3'-0" 7'-0" 1 3/4" SC WD C - HM 3 10/A602 11/A602 11/A601 4 CLASS111 3'-0" 7'-0" 1 3/4" SC WD B 6 X 36 HM 2 4,5/A601 6,7,8 & 9/A601 10/A601 2 CORR112 3'-0" 7'-0" 1 3/4" SC WD C - HM 3 10/A602 11/A602 11/A601 4 CLASS113 3'-0" 7'-0" 1 3/4" SC WD C - HM 3 12/A602 13/A602 11/A601 4 CLASS

3" = 1'-0"A-601

1 EXT. DOOR HEAD DETAIL

3" = 1'-0"A-601

2 EXT. DOOR JAMB DETAIL

3" = 1'-0"A-601

3 EXTERIOR SILL DETAIL

3" = 1'-0"A-601

4 INT. DOOR HEAD DETAIL

3" = 1'-0"A-601

6 INT. DOOR JAMB DETAIL

3" = 1'-0"A-601

5 INT. WINDOW HEAD DETAIL

3" = 1'-0"A-601

8 MULLION DETAIL

3" = 1'-0"A-601

9 INT. WINDOW JAMB DETAIL (AT CMU)

3" = 1'-0"A-601

7 DOOR JAMB DETAIL (AT CORNER)

3" = 1'-0"A-601

10 INTERIOR SILL DETAIL1

3" = 1'-0"A-601

11 INTERIOR SILL DETAIL2

3" = 1'-0"A-601

12 INTERIOR SILL DETAIL3SCALE: 3" = 1'-0"

0 2" 4" 8"

BRICK VENEERSOLDIER COURSE

THRU-WALLCONTINUOUS HEADFLASHING W/ ALUM.TERMINATION BARSET IN SEALANT

WEEPS @ 24" O.C.MIN. 3GALVANIZEDSTEEL ANGLE

CONTINUOUS SEALANT

8" CMU LINTEL BLOCK

8" CMU

CONTINUOUS SEALANT

MORTAR NET

DAM ENDS AND RETURN SIDES OF HEADFLASHING INTO VERTICAL JOINT OFMASONRY APPROXIMATELY 8" OUTFROM OPENING

BRICK VENEER

PREFINISHED ALUMINUMSILL FLASHING

PREFINISHED ALUMINUMWINDOW SYSTEM

STAINED OAK SILL ANDTRIM BOARD

8" CMU

SEALANTSET FLASHING IN BEDOF SEALANT

BRICK SILL

40 MIL SELF ADHEREDWATERPROOF MEMBRANE OVERFLUID APPLIEDAIR/WATER BARRIER - EXTENDUNDER SHIM

DAM SILL FLASHING ATEACH END - SEE DRAWINGAT RIGHT

BRICK VENEER

8" CMU

CONTINUOUSSEALANT BOTH SIDES

40 MIL SELF ADHEREDWATERPROOFMEMBRANE OVER FLUID APPLIEDAIR/WATER BARRIER

COLD FLUID APPLIEDAIR/MOISTURE BARRIER1 1/2" RIGID INSULATION

BRICK VENEER

8" CMU

CONTINUOUSSEALANT BOTH SIDES

40 MIL SELF ADHERED WATERPROOFMEMBRANE OVER FLUID APPLIEDAIR/WATER BARRIER

BRICK HEADER COURSE RETURN AT JAMBS OF OPENINGS

BRICK VENEER

PREFINISHED ALUMINUMSILL FLASHING

PREFINISHED ALUMINUMWINDOW SYSTEM

STAINED OAK SILL ANDTRIM BOARD

8" CMU

SEALANTSET FLASHING IN BEDOF SEALANT

BRICK SILL

40 MIL SELF ADHERED WATERPROOFMEMBRANE OVER FLUID APPLIEDAIR/WATER BARRIER - EXTEND UNDERSHIM

DAM SILL FLASHING ATEACH END - SEE DRAWINGAT RIGHT

NOTE: OPERABLE WINDOW TO HAVE ONE HANDLE WITHIN 48" AFF THAT OPERATES ALL LATCHES ON WINDOW

8" CMU LINTEL BLOCK

8" CMU

CONTINUOUS SEALANT

BRICK VENEERSOLDIER COURSE

THRU-WALLCONTINUOUS HEADFLASHING W/ ALUM.TERMINATION BARSET IN SEALANT

WEEPS @ 24" O.C.MIN. 3GALVANIZEDSTEEL ANGLE

CONTINUOUS SEALANT

MORTAR NET

DAM ENDS AND RETURN SIDES OF HEADFLASHING INTO VERTICAL JOINT OFMASONRY APPROXIMATELY 8" OUTFROM OPENING

SEAL WATERTIGHT

HEMMED DEGE

4 7/8"

HOLLOW METAL DOORFRAME, PAINT

DOOR AS SCHEDULED

5/8" GYPSUM WALL BOARDON GALVANIZED METALSTUD FRAMING, SEE WALLTYPE / CONSTRUCTIONLEGEND ON SHEET A-102

GALVANIZED STEEL HEADER, SEESTRUCTURAL DRAWINGS

CONTINUOUS SEALANT,TYP.

4 7/8"

DOOR AS SCHEDULED

JAMB ANCHORS, 3 PERSIDE (MIN.)

CONTINUOUS SEALANT, TYP.

5/8" GYPSUM WALL BOARD ON GALVANIZEDMETAL STUD FRAMING, SEE WALL TYPE /CONSTRUCTION LEGEND ON SHEET A-102

GALVANIZED METAL DOUBLE STUD @ JAMB

2" HOLLOW METAL DOORFRAME, PAINT

DOOR AS SCHEDULED

5/8" GYPSUM WALL BOARDON GALVANIZED METALSTUD FRAMING, SEE WALLTYPE / CONSTRUCTIONLEGEND ON SHEET A-102

GALVANIZED STEELHEADER, SEESTRUCTURALDRAWINGS

CONTINUOUS SEALANT,TYP.

5 1/2"

2"DOOR AS SCHEDULED

JAMB ANCHORS, 3 PERSIDE (MIN.)

5 1/2"

DOOR AS SCHEDULEDJAMB ANCHORS, 3 PERSIDE (MIN.)

PROVIDE J CHANNELS AT GYPSUM BOARDAND BACKER ROD/SEALANT AT JOINT EACHSIDE OF WALL

4 7/8"

EXISTING BRICK TO REMAIN

EXISTING BRICK - PAINT TO MATCH ADJACENT WALLS

SHEET TITLE:

SHEET DATE:

BTA PROJECT NO:

SHEET:

REVISIONS:

SIGNATURE AND SEAL

vt ST.

WINDOW AND DOORDETAILS

138013.01March 2, 2015

3" = 1'-0"A-602

1 EXT. WINDOW HEAD DETAIL

3" = 1'-0"A-602

2 EXT. WINDOW SILL DETAIL (FIXED)

SCALE: 3" = 1'-0"

0 2" 4" 8"

3" = 1'-0"A-602

3 EXT. WINDOW JAMB DETAIL3" = 1'-0"A-602

EXT. WINDOWMULLION DETAIL

3" = 1'-0"A-602

EXT. WINDOWMULLION DETAIL

3" = 1'-0"A-602

6 EXT. WINDOW JAMB DETAIL

3" = 1'-0"A-602

8 EXT. WINDOW SILL DETAIL (OPERABLE)

3" = 1'-0"A-602

7 EXT. WINDOW HEAD DETAIL

3" = 1'-0"A-602

9 DAM FLASHING DETAIL

3" = 1'-0"A-602

10 INT, DOOR HEAD DETAIL

3" = 1'-0"A-602

12 INT. DOOR HEAD DETAIL

3" = 1'-0"A-602

CLASS108

CLASS111

MUSIC107

JANITOR106

STORAGE104

SCIENCE103

CORR101

CORR102

OFFICE105

STOR112

STOR110

MECH113

MECH109

SC1 VCT1VCT1 SC1

VCT1VCT1

VCT1 VCT1 VCT1VCT1

VCT1EXIST CPTVCT1 VCT1

CLASS108

CLASS111

MUSIC107

JANITOR106

STORAGE104

SCIENCE103

CORR101

CORR102

OFFICE105

STOR112

STOR110

MECH113

MECH109

FLOOR FINISH LEGENDMARK DESCRIPTION

SC SEALED CONCRETEVCT VINYL COMPOSITION TILE-BASE BID

NOTE: SEE SHEET I-601 FOR COLOR DESIGNATIONSTO BE DETERMINED AND BID ALTERNATES.

GRAPHIC LEGEND

VCT1 VCT2 VCT3

CPT CARPET

SHEET TITLE:

SHEET DATE:

BTA PROJECT NO:

SHEET:

REVISIONS:

SIGNATURE AND SEAL

vt ST.

NEW WORK FINISHPLAN PLAN

138013.01March 2, 2015

1/8" = 1'-0"I-101

1 NEW WORK FLOOR FINISH PLANPLAN

SCALE: 1/8" = 1'-0"

0 4' 8' 16'

1/8" = 1'-0"I-101

2 NEW WORK WALL FINISH PLANPLAN

CLASS108

CLASS111

MUSIC107

JANITOR106

STORAGE104

SCIENCE103

CORR101

CORR102

OFFICE105

STOR112

STOR110

MECH113

MECH109

108 111

109 113

110 112

SYMBOL LEGENDROOM SIGN SYMBOL -SEE SHEET I-601 FOR SIGNAGESCHEDULE AND SIGN TYPES

LEGENDMARK DESCRIPTION

CG NOT USED

ALL FIXED PURPOSE COMMON AREASINCLUDING MECHANICAL, STORAGEAND CLOSETS.

101MECH.

8 1/2"

INSERT

ALL CLASSROOMS, OFFICES,WORKROOMS, MEETING ROOMS,LABS AND STAFF OR STUDENTOCCUPIED SPACES.

8 1/2"

ADA-ABA SIGN INSTALLATIONHEIGHT AND LOCATION

101101

SHEET TITLE:

SHEET DATE:

BTA PROJECT NO:

SHEET:

REVISIONS:

SIGNATURE AND SEAL

vt ST.

NEW WORK SIGNAGEPLAN

138013.01March 2, 2015

1/8" = 1'-0"I-102

1 NEW WORK SIGNAGE PLAN

SCALE: 1/8" = 1'-0"

0 4' 8' 16'

PLANNORTH

SIGNAGE SCHEDULE

COPY FOR1ST

COMPONENT

COPY FOR2ND

COMPONENT TYPEMOUNTINGLOCATION

103 103 SCIENCE CLASSROOM A GLASS104 104 KILN A WALL105 105 OFFICE A DOOR106 106 JANITOR C DOOR107 106 MUSIC A WALL108 108 CLASSROOM A GLASS109 109 MECHANICAL C WALL110 110 STORAGE C DOOR111 111 CLASSROOM A GLASS112 112 STORAGE C DOOR113 113 MECHANICAL C WALL

1 1/2" = 1'-0"I-102

4 SIGN TYPE C

1 1/2" = 1'-0"I-102

3 SIGN TYPE A

3/4" = 1'-0"I-102

2 SIGN MOUNTING - TYPICAL

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

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

SCALE: 1 1/2" = 1'-0"

0 4" 8" 1'-4"

FLOOR FINISH

LVT 1 MANNINGTON COMMERCIAL WALKWAY, BID ALTERNATE, LUXURY VINYL TILE, COLOR: WW110 CAMEL BACKVCT1 MANNINGTON COMMERCIAL TOUCHSTONE, BASE BID, VINYL COMPOSITION TILE, COLORS: TO BE SELECTED, MULTIPLE COLORS WILL BE USED.

BASE MATERIAL

RM 1 RUBBER BASE - JOHNSONITE 4"HIGH COVE; COLOR: TO BE DETERMINED

WALL FINISH

PT 1 PAINT, COLOR TO BE DETERMINEDPT 2 PAINT, COLOR TO BE DETERMINEDPT 3 PAINT, COLOR TO BE DETERMINEDPT 4 PAINT, COLOR TO BE DETERMINEDPT5 PAINT, COLOR TO BE DETERMINED

CEILING

ACT 1 ACOUSTICAL CEILING TILE - ARMSTRONG; FINE FISSURED HIGH-NRC SQUARE LAY-IN 24" X 24" X 7/8"; COLOR: WHITE; 15/16" PRELUDE GRID; COLOR: WHITE

INTERIOR TRIM

PT 2 HOLLOW METAL DOOR FRAMEs - PAINTED SEMI-GLOSS FINISH; COLOR TO BE DETERMINED

INTERIOR MISCELLANEOUS

CG1 CORNER GUARD - NOT USEDIS1 INTERIOR SIGNAGE - MATCH DESIGN, COLOR AND TYPE OF PANEL SIGNS IN EXISTING AREAS.MB1 HORIZONTAL MINI BLINDS - LEVOLOR RIVIERA, 1" ALUMINUM HORIZONTAL MINI BLINDS; COLOR: WHITEPL1 PLASTIC LAMINATE - WILSONART, COLOR: TO BE DETERMINEDWDD1 WOOD DOORS - PLAIN SAWN OAK WITH CLEAR FINISH, SATIN, MATCH DOORS IN EXISTING AREAS.LM METAL LOCKERS-BASE BID - ASI STORAGE SOLUTIONS, COLOR: #36 BLUE FROSTPL SOLID PLASTIC LOCKERS - BID ALTERNATE, ASI STORAGE SOLUTIONS, COLOR: TO BE DETERMINED

DISCLAIMER:FINISHES INDICATED ARE THE APPROVED BASIS OF DESIGN TO CONVEY COLOR, PATTERN, TEXTURE AND SALIENT CHARACTERISTICS ONLY.THE LISTING OF MANUFACTURER INFORMATION IS NOT INTENDED TO LIMIT THE SELECTION OF PRODUCTS PROVIDED BY ANOTHER MANUFACTURER.

INTERIOR COLOR SCHEDULE KEY ROOM FINISH / COLOR SCHEDULE ABBREV. KEYACT - ACOUSTICAL CEILING TILE AND GRIDCMU - CONCRETE MASONRY UNITES - EXPOSED STRUCTUREEXIST - EXISTINGLVT - LUXURY VINYL TILE FLOORINGMGWB - MOISTURE RESISTANT GYPSUM WALLBOARDGWB - GYPSUM WALLBOARD

IS - INTERIOR SIGNAGEMB - MINI BLINDSPL- PLASTIC LAMINATEPT - PAINTRM - RESILIENT MATERIAL (RUBBER BASE)SC - SEALED CONCRETEVCT- VINYL COMPOSITION TILE FLOORINGWDD - WOOD DOORS

GENERAL NOTES

FINISH SCHEDULE REMARKS1. ALL CASEWORK, SHELVING AND WORKSURFACES SHALL BE PLASTIC LAMINATE, COLOR TO BE SELECTED..2. PROVIDE HORIZONTAL MINI BLINDS AT ALL EXTERIOR AND INTERIOR WINDOWS (MB1).

1. ALL FLOORING NOTED AS VCT (VINYL COMPOSITION TILE) IS THE BASE BID. THE BID ALTERNATE SUBSTITUTES LVT, LUXURYVINYL TILE IN THE SAME LOCATIONS SHOWN WITH VCT.

2. ALL FINISHES LISTED HERE ARE BASED ON "PLAN NORTH" AS INDICATED ON FLOOR PLANS.3. REFER TO SHEET(S) I-101 FOR EXTENT OF FLOOR FINISHES AND WHERE CHANGES ARE INDICATED.4. REFER TO SHEET I-101 FOR WALL FINISH PLAN TO SHOW EXTENT OF WALL COLORS. THE WALL FINISH PLAN WILL BE

UPDATED UPON FINALIZATION OF WALL PAINT COLOR SELECTIONS.5. ALL INTERIOR HOLLOW METAL DOOR FRAMES SHALL BE PAINTED SEMI-GLOSS FINISH, PT1.6. ALL ELECTRICAL SWITCHES, RECEPTACLES, VOICE AND DATA PLATES SHALL BE WHITE.7. ALL CEILING MOUNTED DEVICES SHALL BE CENTERED IN CEILING PANEL.8. ALL WOOD DOORS TO BE PLAIN SAWN OAK WITH CLEAR FINISH, SATIN.9. ALL METAL DOOR FRAMES TO HAVE SEMI-GLOSS PAINT FINISH.10. ALL CMU TO HAVE SEMI-GLOSS PAINT FINISH.11. ALL GYPSUM WALL BOARD TO HAVE SATIN PAINT FINISH.12. EXISTING BRICK WALLS WILL BE PAINTED, SEMI-GLOSS FINISH.

SHEET TITLE:

SHEET DATE:

BTA PROJECT NO:

SHEET:

REVISIONS:

SIGNATURE AND SEAL

vt ST.

ROOM FINISHSCHEDULE

138013.01March 2, 2015

ROOM FINISH SCHEDULE

ROOMNO.

ROOMNAME

FLOOR BASE WALLS MILLWORK CEILING

REMARKSMAT FIN MAT FINNORTH EAST SOUTH WEST

MAT COLOR MAT COLORMAT FIN COLOR MAT FIN COLOR MAT FIN COLOR MAT FIN COLOR100 CORR-EXISTI

NGCPT 1 RM 1 EXIST / CMU PT / PT 1 / 1 CMU PT 1 CMU PT 1 ------ ------ ------ - - ACT 1 R3

100 CORR-NEW VCT 1 RM 1 EXIST / CMU PT / PT CMU PT 1 CMU PT 1 CMU PT 1 - - ACT 1101 CORR VCT 1 RM 1 ------ ------ ------ CMU PT 1 ------ ------ ------ EXIST PT 1 ACT 1102 CORR VCT 1 RM 1 EXIST / CMU PT / PT 1 / 1 CMU PT 1 CMU PT 1 CMU PT 1 ACT 1103 SCIENCE VCT 1 RM 1 CMU PT 1 CMU PT 1 CMU PT 1 EXIST / GWB PT / PT 1 / 1 PL 1 ACT 1 R1, R2104 STORAGE VCT 1 RM 1 CMU PT 1 GWB PT 1 EXIST PT 1 EXIST PT 1 PL 1 ACT 1 R1105 OFFICE VCT 1 RM 1 CMU PT 1 CMU PT 1 CMU PT 1 CMU PT 1 ACT 1 R2106 JANITOR SC 1 ------ ------ CMU PT 1 CMU PT 1 CMU PT 1 CMU PT 1 ACT 1107 MUSIC VCT 1 RM 1 CMU PT 1 CMU PT 1 CMU PT 1 CMU PT 1 ACT 1 R2108 CLASS VCT 1 RM 1 CMU / GWB PT / PT 1 / 1 CMU PT 1 CMU PT 1 CMU / GWB PT / PT 1 / 1 PL 1 ACT 1 R1, R2109 MECH SC 1 ------ ------ CMU PT 1 CMU PT 1 GWB PT 1 GWB PT 1 ES ------110 STOR VCT 1 RM 1 CMU PT 1 GWB PT 1 GWB PT 1 CMU PT 1 ACT 1111 CLASS VCT 1 RM 1 CMU / GWB PT / PT 1 / 1 CMU PT 1 CMU PT 1 CMU PT 1 PL 1 ACT 1 R1, R2112 STOR VCT 1 RM 1 CMU PT 1 CMU PT 1 GWB PT 1 GWB PT 1 ACT 1113 MECH SC 1 ------ ------ CMU PT 1 GWB PT 1 GWB PT 1 CMU PT 1 ES ------114 ART EXIST ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ----- ------ ------ ------ ------ ------ ------ ------ ------115 KILN EXIST ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ----- ------ ------ ------ ------ ------ ------ ------ ------

SHEET TITLE:

SHEET DATE:

BTA PROJECT NO:

SHEET:

2 MARCH, 2015

SUBMITTAL

MARCH 2, 2015

100% SUBMITTAL

PROTECTION

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SHEET TITLE:

SHEET DATE:

BTA PROJECT NO:

SHEET:

SIGNATURE AND SEAL

2 MARCH, 2015

SUBMITTAL

MARCH 2, 2015

100% SUBMITTAL

PLUMBING NEW

WORK PLAN -

D:\PROJECT\2014\14185 St. Pauls School Addition\DWG\Plumbing\14185P1.dwg, 3/16/2015 2:33:10 PM, DWG To PDF.pc3

SHEET TITLE:

SHEET DATE:

BTA PROJECT NO:

SHEET:

SIGNATURE AND SEAL

2 MARCH, 2015

SUBMITTAL

MARCH 2, 2015

100% SUBMITTAL

PLUMBING NEW

WORK PLAN -

D:\PROJECT\2014\14185 St. Pauls School Addition\DWG\Plumbing\14185P2.dwg, 3/16/2015 2:33:55 PM, DWG To PDF.pc3

SHEET TITLE:

SHEET DATE:

BTA PROJECT NO:

SHEET:

2 MARCH, 2015

SUBMITTAL

MARCH 2, 2015

100% SUBMITTAL

MECHANICAL

NEW WORK

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SHEET TITLE:

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SHEET:

2 MARCH, 2015

SUBMITTAL

MARCH 2, 2015

100% SUBMITTAL

MECHANICAL

SCHEDULES

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2, 2015 - morette co · 2019. 5. 10. · gpsum board hardboard hardare heating...

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