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&@LCLCAFFACTADJA/CALTALUMARCHAUTOBRGBRG PLBMBLKGBDBOTBLDGBURCABCPTCICBCF/CI
CF/GI
CKCLGCEMCID
CMCLRCOLCONCCOR
CMUCONDCONSTRCONTCONTRCJCORRCOTR
CU FTCU YDCWDIADETDIMDIVDSDLDWGDFDWEFEELECEWCELELEVEQEQUIPEXHEXISTEXT
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
GF/CI
GMSGYP BDHDBDHDWHTGHVACHTHCHMHORIZHBHSINCLIDINV ELINSULINTINVJTKITLAMLAVLLHLPMHMFRMAXMECHMTLMMMMINMISCMTMTDMTGMULLNATNOMNNICNTSOCOF/OI
OF/CI
OPNGOPP
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
ABBREVIATIONSODOHPRKGPVMTPLAMPLPLYWDPVCPCFPSFPSIPCCPLPTQTRREFREGREINFREBARSRFCPRCPRETRAREVRHROWRDRFGRMSCHEDSECTSFSSSHTSIMSCSSPKRSPECSQSTDSTASTLSTORSDSTRUCTSUSPSYMMSYSTETELTOCTOPTVTHKT&BT>OSTYPUNOVERTVCTWSCTWCWHWPWWFWW/W/OWDWB
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
A1011
SIM
101
A
A
1
2
3
4 A-200
101
ROOM NAME
A-201
1
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
3/24
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TITLE SHEET
G-001
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
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EXISTING SCHOOL
EXISTING GYMNASIUM
EXISTING CHURCH
A1011
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:
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
3/23
/201
5 2:
54:1
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EXISTING SITE PLAN
G-002
138013.01March 2, 2015
MICHAEL C. RICHARDSONAR00009936
NORTH
SCALE: 1" = 30'-0"
0 15' 30' 60'
1" = 30'-0"G-002
1 EXISTING SITE PLAN
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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:
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
3/23
/201
5 2:
54:2
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ARCHITECTURAL SITEPLAN
G-003
138013.01March 2, 2015
MICHAEL C. RICHARDSONAR00009936
1" = 30'-0"G-003
1 ARCHITECTURAL SITE PLANNORTH
SCALE: 1" = 30'-0"
0 15' 30' 60'
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CLASS108
CLASS111
MUSIC107
JANITOR106
STORAGE104
SCIENCE103
CO
RR
101
CORR102
OFFICE105
TO PARISHCENTER
STOR112
STOR110
MECH113
MECH109
EXIT ACCESSTRAVELDISTANCE = 90'
TRAVEL DIST.= 54'
EX FEC
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 <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)
0 HR
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
0 HR
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.
101
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.
FEC =
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:
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
3/23
/201
5 2:
54:2
2 P
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:\_R
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LIFE SAFETY PLAN
G-004
138013.01March 2, 2015
MICHAEL C. RICHARDSONAR00009936
1/16" = 1'-0"G-004
1 LIFESAFETY FLOOR PLANPLAN
NORTH
SCALE: 1/16" = 1'-0"
0 8' 16' 32'
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...optimizingdesign value
SHEET TITLE:
SHEET DATE:
JHI PROJECT NO:
SHEET:
SIGNATURE AND SEAL
130024
3/9/15
ST
. P
AU
L'S
C
AT
HO
LIC
C
HU
RC
H
UT
IL
IT
Y U
PG
RA
DE
PE
NS
AC
OL
A, F
LO
RID
A
DONALD P. JEHLE
PE 33839
TAB
PRICING SET3/9/15
OVERALL
EXISTING
CONDITIONS
C-1
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...optimizingdesign value
SHEET TITLE:
SHEET DATE:
JHI PROJECT NO:
SHEET:
SIGNATURE AND SEAL
130024
3/9/15
ST
. P
AU
L'S
C
AT
HO
LIC
C
HU
RC
H
UT
IL
IT
Y U
PG
RA
DE
PE
NS
AC
OL
A, F
LO
RID
A
DONALD P. JEHLE
PE 33839
TAB
PRICING SET3/9/15
EXISTING
CONDITIONS &
DEMOLITION
PLAN
C-2
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SITE LAYOUT
PLAN
C-3
...optimizingdesign value
SHEET TITLE:
SHEET DATE:
JHI PROJECT NO:
SHEET:
SIGNATURE AND SEAL
130024
3/9/15
ST
. P
AU
L'S
C
AT
HO
LIC
C
HU
RC
H
UT
IL
IT
Y U
PG
RA
DE
PE
NS
AC
OL
A, F
LO
RID
A
DONALD P. JEHLE
PE 33839
TAB
PRICING SET3/9/15
![Page 8: 2, 2015 - Morette Co · 2019. 5. 10. · gpsum board hardboard hardare heating heating/entilating/air height hollo core, handicap(ped) hollo metal horiontal hose bibb hot stack include(d),](https://reader035.vdocuments.net/reader035/viewer/2022071420/6118bcb449c07f6ace1b7410/html5/thumbnails/8.jpg)
...optimizingdesign value
SHEET TITLE:
SHEET DATE:
JHI PROJECT NO:
SHEET:
SIGNATURE AND SEAL
130024
3/9/15
ST
. P
AU
L'S
C
AT
HO
LIC
C
HU
RC
H
UT
IL
IT
Y U
PG
RA
DE
PE
NS
AC
OL
A, F
LO
RID
A
DONALD P. JEHLE
PE 33839
TAB
PRICING SET3/9/15
SITE GRADING
PLAN
C-4
![Page 9: 2, 2015 - Morette Co · 2019. 5. 10. · gpsum board hardboard hardare heating heating/entilating/air height hollo core, handicap(ped) hollo metal horiontal hose bibb hot stack include(d),](https://reader035.vdocuments.net/reader035/viewer/2022071420/6118bcb449c07f6ace1b7410/html5/thumbnails/9.jpg)
...optimizingdesign value
SHEET TITLE:
SHEET DATE:
JHI PROJECT NO:
SHEET:
SIGNATURE AND SEAL
130024
3/9/15
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DONALD P. JEHLE
PE 33839
TAB
PRICING SET3/9/15
SITE
DETAILS
C-4
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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
JB28
TA28
LP23
JB12
TA20
LP12
JB10
UA5
11.20
10.00
12.0
0
6.00
6.0
0
Limits of Work
2.7
5
TA120
MS29
AZA30
JB59
AZA21
MS52
8.00
8.0
0
Centipede Sod toDisturbance Limits
AE48
QC2
SCALE:
DATE REVISIONS
SHEET NO.:
DATE:
DATE REVISIONS
SHEET NO.:
DATE:
1" = 10'
0GRAPHIC SCALE
( IN FEET )
10' 5' 10'
1 inch = 10 ft.
St.
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Pensacola
, F
lorida
march 24, 2015
Site P
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Jerry PateDesign{301SchubertDrivePensacola,FL 32504(850)479-4653}
Issue ForPermit
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SCALE:
DATE REVISIONS
SHEET NO.:
DATE:
DATE REVISIONS
SHEET NO.:
DATE:
L-2
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
1
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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.
RO
OTB
ALL
+ 1
"
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.
1/3
TRE
EH
EIG
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.
St.
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Pensacola
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march 24, 2015
Site P
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Issue ForPermit
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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
BTA...optimizingdesign value
CONSTRUCTION DOCUMENTS
STATE OF FLORIDA
P.E. NO. 54319 / C.A. NO. 9515
3/2
4/2
01
5 1
2:0
8:2
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2503
GENERAL NOTES
S-001
138013.01
March 2, 2015
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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.
a
5
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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
-88.9
-88.9
-72.4
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.
< 10
> 100
WIND VELOCITY
(MPH)EXPOSURE
CATEGORY
MEAN ROOF
HEIGHT (FT.)
RISK
CATEGORY
ENCLOSURE
CATEGORY
EFF.
AREA
(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
25.5
22.7
32.2
25.5
22.7
-104.0
-104.0 -104.0
-104.0
-104.0 51.1
43.6
38.3
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
BTA...optimizingdesign value
CONSTRUCTION DOCUMENTS
STATE OF FLORIDA
P.E. NO. 54319 / C.A. NO. 9515
3/2
4/2
01
5 1
2:0
8:2
3 P
MC
:\U
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1700 C
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Pensacola
, F
lorida 3
2503
GENERAL NOTES &WIND LOADDIAGRAMS
S-002
138013.01
March 2, 2015
1/8" = 1'-0"S-002
2 WIND ZONES AND PRESSURES
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UP
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S-201 3
OUTSIDE FACE OFBRICK VENEER
S-2034
4
S-401
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.
2
S-301
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18K3
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22K4
22K4
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22K4
22K4
20K4
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S-403
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S-203
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1 1
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1' -
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1' -
1 1
/4"
10K
1
10K
1 10K
1
14K
1
16K
2
20K
3
10K
1
2.5K
1
10K1
2.5K1
18K
3
2.5K1 10K1
10K1
10K110K1
10K1
10K1 10K12.5K1
20K4
HATCHED AREA:DEMOLISH EXISTINGOUTRIGGERS AND DECKAND REPLACE WITH NEWDECKING
DEMOLISH AND REPLACE EXISTING JOIST IN THIS LOCATION
2.5K1
10K1
10K1
8 E
Q. S
P.=
32'
- 3
7/8
"8
EQ
. SP
. = 3
2'-0
"
3' -
0 3
/8"
2' -
5 1
/2"
4' -
0"
15' -
0 7
/8"
6 E
Q. S
P.=
24'
- 3
7/8
"
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"
S-404
6
1' -
1 1
/4"
D.9
HSS2.5
HSS2.5
HSS2.5
6
S-402TYPICAL
TYPICALTYPICAL
7
S-403
TYPE "R10" JOISTTOP CHORD EXTENSION
FIE
LD V
ER
IFY
72' -
8"
O/O
EX
IST
ING
CM
U
S-201 3
LOW
LOW
26X
20 D
UC
T
20X18 DUCT
17' -
2 1
/8"
17' -
6 5
/8"
13' -
0"
2' - 3"
2.5K
3
26X
20 D
UC
T
20X
18 D
UC
T
32X
14 D
UC
T
8" D
IA. D
UC
T
11' - 9 1/2" 9' - 9" 4' - 4"
5
S-404
2.5K
3
2.5K
3
2.5K
1
S-2034
20X
12 D
UC
T
9' - 8"
1' - 8"16' - 7"
8" D
IA. D
UC
T
8" D
IA. D
UC
T
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:
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
BTA...optimizingdesign value
CONSTRUCTION DOCUMENTS
STATE OF FLORIDA
P.E. NO. 54319 / C.A. NO. 9515
3/2
4/2
01
5 1
2:0
8:2
4 P
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UR
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-C
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Pensacola
, F
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2503
FOUNDATION ANDFRAMING PLANS
S-101
138013.01
March 2, 2015
1/8" = 1'-0"S-101
1 FOUNDATION PLAN 1/8" = 1'-0"S-101
2 ROOF FRAMING PLAN
![Page 15: 2, 2015 - Morette Co · 2019. 5. 10. · gpsum board hardboard hardare heating heating/entilating/air height hollo core, handicap(ped) hollo metal horiontal hose bibb hot stack include(d),](https://reader035.vdocuments.net/reader035/viewer/2022071420/6118bcb449c07f6ace1b7410/html5/thumbnails/15.jpg)
TOP OF SLAB EL.0"
TOP OF WALL EL.10' - 8"
2
S-301
2
S-3022
S-303
1
S-301
TOP OF FOOTINGEL.
-2' - 2"
A B C D E F
113' - 2 3/8"
6
S-402
C.J
.
C.J
.
C.J
.
C.J
.
C.J
.
C.J
.
C.J
.
CEILING EL.9' - 0"
4
S-401
TOP OF SLAB EL.0"
TOP OF WALL EL.10' - 8"
1
S-302
1
S-304
TOP OF FOOTINGEL.
-2' - 2"
51 2 3
C.J
.
C.J
.
C.J
.
C.J
.
CEILING EL.9' - 0"
TOP OF SLAB EL.0"
TOP OF WALL EL.10' - 8"
2
S-303
TOP OF FOOTINGEL.
-2' - 2"
EA ABC
C.J
.
C.J
.
C.J
.
C.J
.
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:
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
BTA...optimizingdesign value
CONSTRUCTION DOCUMENTS
STATE OF FLORIDA
P.E. NO. 54319 / C.A. NO. 9515
3/2
4/2
01
5 1
2:0
8:2
4 P
MC
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UR
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-C
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AM
PA
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IM
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1700 C
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Pensacola
, F
lorida 3
2503
WALL ELEVATIONS
S-201
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
![Page 16: 2, 2015 - Morette Co · 2019. 5. 10. · gpsum board hardboard hardare heating heating/entilating/air height hollo core, handicap(ped) hollo metal horiontal hose bibb hot stack include(d),](https://reader035.vdocuments.net/reader035/viewer/2022071420/6118bcb449c07f6ace1b7410/html5/thumbnails/16.jpg)
TOP OF SLAB EL.0"
TOP OF WALL EL.10' - 8"
1
S-302
1
S-304
TOP OF FOOTINGEL.
-2' - 2"
E2E35
C.J
.
C.J
.
C.J
.
C.J
.
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 WALL EL.10' - 8"
1
S-302
1
S-304
TOP OF FOOTINGEL.
-2' - 2"
2'-0" 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"
C.J
.
C.J
.
C.J
.
C.J
.
CEILING EL.9' - 0"
TOP OF SLAB EL.0"
TOP OF WALL EL.10' - 8"
1
S-302
1
S-304
TOP OF FOOTINGEL.
-2' - 2"
E2 E3 5E1 3 4
C.J
.
C.J
.
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.
5
S-404SEE 7/S402
TOP OF SLAB EL.0"
TOP OF WALL EL.10' - 8"
2
S-302
TOP OF FOOTINGEL.
-2' - 2"
S-404
7
2
S-404 DED.9
CEILING EL.9' - 0"
3 WAY STEELCONN. SIM. TO4/S-404
1' -
2"
W21W8
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:
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
BTA...optimizingdesign value
CONSTRUCTION DOCUMENTS
STATE OF FLORIDA
P.E. NO. 54319 / C.A. NO. 9515
3/2
4/2
01
5 1
2:0
8:2
6 P
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-C
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PA
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IM
PR
OV
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1700 C
onw
ay D
rive
Pensacola
, F
lorida 3
2503
WALL ELEVATIONS
S-202
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
![Page 17: 2, 2015 - Morette Co · 2019. 5. 10. · gpsum board hardboard hardare heating heating/entilating/air height hollo core, handicap(ped) hollo metal horiontal hose bibb hot stack include(d),](https://reader035.vdocuments.net/reader035/viewer/2022071420/6118bcb449c07f6ace1b7410/html5/thumbnails/17.jpg)
TOP OF SLAB EL.0"
TOP OF WALL EL.10' - 8"
1
S-302
1
S-304
TOP OF FOOTINGEL.
-2' - 2"
E2 E3 51 E1 2 3 4
1' -
0"
C.J
.
C.J
.
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.
DUCT OPNG.
TOP OF SLAB EL.0"
TOP OF WALL EL.10' - 8"
1
S-302
TOP OF FOOTINGEL.
-2' - 2"
7
S-404 E35 34
C.J
.
REMOVE EXIST. BRICK VENEERTO INSTALL STEEL BEAM
EXISTING CMU WALL W/BRICK VENEER
CEILING EL.9' - 0"
10"
2' -
0"
DUCT OPNGS.COORD. W/ MECH.
32X14DUCT
8 1/2" CLR
.
5
S-404
AHU-1
10' - 0"14' - 11 7/8" 2' - 0"1' - 4"
STIRRUPS AT 4" O.C.
TOP OF SLAB EL.0"
TOP OF WALL EL.10' - 8"
1
S-302
TOP OF FOOTINGEL.
-2' - 2"
E3 3 4
CEILING EL.9' - 0"
6"
TOP OF SLAB EL.0"
TOP OF WALL EL.10' - 8"
TOP OF FOOTINGEL.
-2' - 2"
B C
CEILING EL.9' - 0"
4
S-401
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:
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
BTA...optimizingdesign value
CONSTRUCTION DOCUMENTS
STATE OF FLORIDA
P.E. NO. 54319 / C.A. NO. 9515
3/2
4/2
01
5 1
2:0
8:2
8 P
MC
:\U
se
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42
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AM
PA
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IM
PR
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1700 C
onw
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rive
Pensacola
, F
lorida 3
2503
WALL ELEVATIONS
S-203
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
![Page 18: 2, 2015 - Morette Co · 2019. 5. 10. · gpsum board hardboard hardare heating heating/entilating/air height hollo core, handicap(ped) hollo metal horiontal hose bibb hot stack include(d),](https://reader035.vdocuments.net/reader035/viewer/2022071420/6118bcb449c07f6ace1b7410/html5/thumbnails/18.jpg)
TOP OF SLAB EL.0"
TOP OF WALL EL.10' - 8"
1
S-302
1
S-304
TOP OF FOOTINGEL.
-2' - 2"
S-401
3
E2 E3 5
CEILING EL.9' - 0"
TOP OF SLAB EL.0"
TOP OF WALL EL.10' - 8"
1
S-302
1
S-3031
S-304
TOP OF FOOTINGEL.
-2' - 2"
E2 E3 5E1 3 4
CEILING EL.9' - 0"
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
BTA...optimizingdesign value
CONSTRUCTION DOCUMENTS
STATE OF FLORIDA
P.E. NO. 54319 / C.A. NO. 9515
3/2
4/2
01
5 1
2:0
8:2
9 P
MC
:\U
se
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42
71
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el_
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AU
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CH
UR
CH
-C
AP
ITA
L C
AM
PA
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IM
PR
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1700 C
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Pensacola
, F
lorida 3
2503
BUILDING SECTIONS
S-301
138013.01
March 2, 2015
1/4" = 1'-0"S-301
1 SECTION A
1/4" = 1'-0"S-301
2 SECTION B
![Page 19: 2, 2015 - Morette Co · 2019. 5. 10. · gpsum board hardboard hardare heating heating/entilating/air height hollo core, handicap(ped) hollo metal horiontal hose bibb hot stack include(d),](https://reader035.vdocuments.net/reader035/viewer/2022071420/6118bcb449c07f6ace1b7410/html5/thumbnails/19.jpg)
TOP OF SLAB EL.0"
TOP OF WALL EL.10' - 8"
2
S-301
2
S-302
2
S-303
1
S-301
TOP OF FOOTINGEL.
-2' - 2"
A B C D E FD.9
CEILING EL.9' - 0"
TOP OF SLAB EL.0"
TOP OF WALL EL.10' - 8"
1
S-302
1
S-303
1
S-304
TOP OF FOOTINGEL.
-2' - 2"
7
S-404E2 E3 5E1 3 4
CEILING EL.9' - 0"
5
S-404
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
BTA...optimizingdesign value
CONSTRUCTION DOCUMENTS
STATE OF FLORIDA
P.E. NO. 54319 / C.A. NO. 9515
3/2
4/2
01
5 1
2:0
8:3
0 P
MC
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se
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42
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AU
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LIC
CH
UR
CH
-C
AP
ITA
L C
AM
PA
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IM
PR
OV
EM
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1700 C
onw
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rive
Pensacola
, F
lorida 3
2503
BUILDING SECTIONS
S-302
138013.01
March 2, 2015
1/4" = 1'-0"S-302
1 SECTION C
1/4" = 1'-0"S-302
2 SECTION D
![Page 20: 2, 2015 - Morette Co · 2019. 5. 10. · gpsum board hardboard hardare heating heating/entilating/air height hollo core, handicap(ped) hollo metal horiontal hose bibb hot stack include(d),](https://reader035.vdocuments.net/reader035/viewer/2022071420/6118bcb449c07f6ace1b7410/html5/thumbnails/20.jpg)
TOP OF SLAB EL.0"
TOP OF WALL EL.10' - 8"
2
S-301
2
S-302
TOP OF FOOTINGEL.
-2' - 2"
EA EB EC
CEILING EL.9' - 0"
EXISTING WALLS AND JOISTSTO REMAIN
TOP OF SLAB EL.0"
TOP OF WALL EL.10' - 8"
1
S-302
1
S-304
TOP OF FOOTINGEL.
-2' - 2"
E2 E3 51 2 3 4
CEILING EL.9' - 0"
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
BTA...optimizingdesign value
CONSTRUCTION DOCUMENTS
STATE OF FLORIDA
P.E. NO. 54319 / C.A. NO. 9515
3/2
4/2
01
5 1
2:0
8:3
0 P
MC
:\U
se
rs\ia
n\D
ocu
men
ts\ 1
42
71
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au
l S
cho
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dditio
n C
entr
al M
od
el_
ian
.rvt ST
. P
AU
L C
AT
HO
LIC
CH
UR
CH
-C
AP
ITA
L C
AM
PA
IGN
IM
PR
OV
EM
EN
TS
1700 C
onw
ay D
rive
Pensacola
, F
lorida 3
2503
BUILDING SECTIONS
S-303
138013.01
March 2, 2015
1/4" = 1'-0"S-303
1 SECTION E
1/4" = 1'-0"S-303
2 SECTION F
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TOP OF SLAB EL.0"
TOP OF WALL EL.10' - 8"
2
S-301
2
S-302
2
S-303
1
S-301
TOP OF FOOTINGEL.
-2' - 2"
A B C D E FD.9
S-403
7
DUCT OPENINGCOORD. W/ MECH.
13' - 0"
CEILING EL.9' - 0"
EXISTING JOISTS AND WALLS
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:
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
BTA...optimizingdesign value
CONSTRUCTION DOCUMENTS
STATE OF FLORIDA
P.E. NO. 54319 / C.A. NO. 9515
3/2
4/2
01
5 1
2:0
8:3
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Pensacola
, F
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2503
BUILDING SECTIONS
S-304
138013.01
March 2, 2015
1/4" = 1'-0"S-304
1 SECTION G
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CUT WWF AT JOINT
3/4"
SE
E P
LAN
2"
CONSTRUCTION JOINT
CONTROL JOINT
1/8"x(d/4) SAWNCONTROL JOINT
d/4
CONTROL JOINT OR CONSTRUCTIONJOINT AT CONTRACTOR'S OPTION
SLA
B D
EP
TH
(d)
3' -
0"
#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
5
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"
5
4"
3 EQ. TR. = 2'-9"7' - 5"
#4@12 E.W.BOTT, TYP.
#4 NOSING BAR, TYP.
4 E
Q. R
.=2'
-0"
2 1/
4"
2#4 CONT.
SEE 2/S401
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
BTA...optimizingdesign value
CONSTRUCTION DOCUMENTS
STATE OF FLORIDA
P.E. NO. 54319 / C.A. NO. 9515
3/2
4/2
01
5 1
2:0
8:3
2 P
MC
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Pensacola
, F
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2503
TYPICAL FOUNDATIONDETAILS
S-401
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
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(2) #5 CONT.
CONC. FILL
3"
1 1/
4"
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.
SE
E A
RC
H.
MA
SO
NR
YO
PE
NIN
G
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
3"
1 1/
4"
PROVIDE 16" DEEP OPENBOTTOM SILL REINF. W/
(2) #5 TOP AND BOT. CONT.
FOR OPENINGS UP TO 4'-0" TO 7'-0"
(2) #5 CONT.TOP & BOT.
CONC. BEAM
8" CMU
1 1/
4"
PROVIDE 16" DEEP OPENBOTTOM SILL REINF. W/
(2) #5 TOP AND BOT. CONT.
FOR OPENINGS GREATER THAN 7'-0"
1'-4
"1'
-4"
8"8"
1'-4
"
#3 TIES AT 6" O.C.
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
CMU LINTEL REINFORCING SHALL EXTEND 24" PASTFACE OF OPENING AND SHALL BEAR, EACH SIDE, ON(3) REINFORCED GROUT FILLED CELLS. BEARING OF
STEEL LINTEL NOT REQ'D
VENEERTYP VARIES;
SEE ARCH.
SEE ARCH.VARIES
1/2"
WHERE BRICK/CMU VENEEROCCURS, BENT PLATE 5/16"xAS
REQ'Dx6" LLH (GALV.) W/ 5/8" x 6" EXP.BOLTS AT 24" O.C.
SEE ARCH.VARIES
WHERE BRICK/CMU VENEEROCCURS, BENT PLATE 5/16"xAS
REQ'Dx6" LLH (GALV.) W/ 5/8" x 6" EXP.BOLTS AT 24" O.C.
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"
SE
E A
RC
H.
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
SE
E A
RC
H.
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)
SE
E A
RC
H.
MA
SO
NR
YO
PE
NIN
G
SE
E A
RC
H.
MA
SO
NR
YO
PE
NIN
G1'
-4"
VENEERTYP VARIES;
SEE ARCH.
VENEERTYP VARIES;
SEE ARCH.
(2) #5 CONT.TOP & BOT.
8" CMU8" CMU
TYPICAL BOND BEAM REINFBELOW; SEE SECTIONS
1/2"
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"
3"
6"
10 1/2"
TO
JO
IST
2"
CLR
.1/8" 2"
1/8" 2"MIN. FINALDESIGN BYJOIST MFR.
1 1/4" 8"
3 1/
2"
7"
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
1
EA
BRICK
FILL EXISTINGCELLS AND REINF.W/ 1 # 5 CONT.
EXISTING WALL8" CMU
CONTROLJOINT
1
A
TOP OF WALL EL.10' - 8"
5
1/4" BENT PLATECONTINUOUS WELDEDTO JOISTS
3 1/2"
10"
2 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.
10"
1 1/
2" C
LR.,
TY
P
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.
7 5
/8"
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
10"
MIN
HILTI DS (0.177" SHANK) POWDERACTUATED FASTENERS AT 6" O.C.
VA
RIE
S-S
TE
PS
WIT
H R
OO
F S
LOP
E
TOP OF WALL EL. VARIESWITH ROOF SLOPE
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
BTA...optimizingdesign value
CONSTRUCTION DOCUMENTS
STATE OF FLORIDA
P.E. NO. 54319 / C.A. NO. 9515
3/2
4/2
01
5 1
2:0
8:3
2 P
MC
:\U
se
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42
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1700 C
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Pensacola
, F
lorida 3
2503
TYPICAL MASONRYDETAILS
S-402
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
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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.
A-A
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)
12
BEAM; SEE PLAN
8"8"
3/16" CONT.HIP/VALLEYPLATE; TYP.
5 1
/2"
2" 6"
TOP OF JOIST@ CENTERLINE
ELEVATION
CL
JOIS
T/HSS
CL JO
IST/HSS
PLAN
3/16" BENT PLATECENTERED ON BEAM
CONT. 3/16" PLATE;CUT BACK FOR CLARITY
SPECIAL JOIST/HSS SEATBY JOIST/STEEL FABRICATIOR
3/16
6"6"
BASE PLATE 3/4""THICK WITH 2 - 3/4"
DIAMETER BOLTS WITH16" EMBEDMENT
1'-2
"
1'-2"
1
A
6
S-403
TRIM BEAM CORNERS
3
1 1/2"
1 1/2"
MAX. NUMBER OF BOLTSFOR BEAM, TYP.
W24W10
W8
6" PIPE
3/8" PLATE, TYP.
D.9
TOP OF WALL EL.10' - 8"
A
HSS2.5X2.5X3/16EXTENSIONS WELDED TOTOP OF BEAM
1 1/
2" G
RO
UT
GROUT FILLAFTER SETTINGBEAM
CEILING EL.9' - 0"
2' - 0" POCKET
1 1/
2" G
RO
UT
INFILL POCKET W/GROUT AFTERSTEEL ERECTION
7
S-403
BASE PL 3/4"X6X1'-5"WITH 2 - 3/4" DIAMETER
HEADED BOLTS WITH16" EMBEDMENT
PL 1/2 WELDED TO BEAMAND TO BASE PLATE
2'-0
" B
EA
M P
OC
KE
T
1 1/
2"1'
- 4
"1
1/2"
VARIES 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
BTA...optimizingdesign value
CONSTRUCTION DOCUMENTS
STATE OF FLORIDA
P.E. NO. 54319 / C.A. NO. 9515
3/2
4/2
01
5 1
2:0
8:3
3 P
MC
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42
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Pensacola
, F
lorida 3
2503
TYPICAL STEELDETAILS
S-403
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
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TOP OF WALL EL.10' - 8"
7
S-404
EMBED PLATE TOWALL
EMBED PLATE TO WALL
6" STD. PIPE COLUMN
W10
E3 3 4
2 BOLT DOUBLE ANGLECONNECTION, TYP. 4" 8" 2"
4"1'
- 4
"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
1
EA
1
S-404
PL 1/2 WELDED TO BEAMAND TO BASE PLATE
W8
2'-0" BEAM POCKET
2-BASE PLATES 3/4"X6X1'-7"THICK WITH 4 - 3/4"
DIAMETER BOLTS WITH16" EMBEDMENT
3 4
B
2' - 4" 2' - 4"
4" 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
W24
W24
TOP OF WALL EL.10' - 8"
EA
1' -
4"
EXISTING CMUNEW CMU
1 1/
2" G
RO
UT
GROUT BEAMPOCKET AFTERSETTING BEAM
CEILING EL.9' - 0"
7
S-404
2
S-404
E3
3 4
E
2 BOLT DOUBLE ANGLECONNECTIONS, TYP.(NOT SHOWN)
4" 8" 2"
4"1'
- 4
"4"3/8" BENT PLATE
WITH 8 - 3/4" X 6"EPOXY ANCHORS
6" PIPEPL 1/2"
2 1/2"
3"
2 1/2"
1 1/
2"10
1/4
"3"
1 3/
4"
S-403
5
D.9
VERIFY THAT 3 EXISTINGCELLS ARE GROUTED.
4 7/
8"6
7/8"
W10X26
W10
X26
EXISTING WALL
TOP OF WALL EL.10' - 8"
2
S-404
D E2 BOLT DOUBLE ANGLECONNECTION, TYP.
PL 1/2 X 12 X 24W/ 4 - 3/4" X 6" EPOXYANCHORS
2" 8" 2"
4"1'
- 4
"4"
D.9
10"
3/16"
TYP., 1/2"RET. ATTOP
2 BOLT DOUBLEANGLE CONNECTION
W10
W10
CEILING EL.9' - 0"
TOP OF WALL EL.10' - 8"
2
S-302
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
10"
MIN VARIES-STEPS
WITH ROOF SLOPE2.5K
TYP.3/16"
TOP OF WALL EL.FOLLOWS ROOFSLOPE
10"
MINVARIES-STEPS
WITH ROOF SLOPE
AHU-1
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
BTA...optimizingdesign value
CONSTRUCTION DOCUMENTS
STATE OF FLORIDA
P.E. NO. 54319 / C.A. NO. 9515
3/2
4/2
01
5 1
2:0
8:3
4 P
MC
:\U
se
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42
71
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IM
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1700 C
onw
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Pensacola
, F
lorida 3
2503
SECTIONS ANDDETAILS
S-404
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
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111
2
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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:
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
3/23
/201
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DEMOLITION PLAN
A-101
138013.01March 2, 2015
MICHAEL C. RICHARDSONAR00009936
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.
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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)
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"
104
103
106
105A
105B
110 109 108 111 113 112
106
105A
105B
102
1
3
2
2
2
1
2
2
1
2 2
4
4
4
2
2
3
1
1
1
A A
A
A
3 333 333
B
A
BB
4A-301
102A
107
CORR-NEW100
5A-301
3
2
A-104
1'-2"
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:
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
3/23
/201
5 2:
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NEW WORK FLOORPLAN - NOTES
A-102
138013.01March 2, 2015
MICHAEL C. RICHARDSONAR00009936
1/8" = 1'-0"A-102
1 NEW WORK FLOOR PLAN - NOTESPLAN
NORTH
SCALE: 1/8" = 1'-0"
0 4' 8' 16'
3/4" = 1'-0"A-102
2 WALL TYPES
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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
1'-0"
8'-0"
1'-0"
1'-0"
8'-0"
1'-0"
62'-0"
20'-0" 4'-0" 8'-0" 4'-0" 10'-8"
1'-8"
6'-4"
2'-0"
10'-0" 11'-4" 19'-4" 11'-4" 10'-0"
11'-4
"7'-
4"
EQUAL EQUAL
10'-0
"4'-
0"
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"
4'-0"
7'-4"
3'-4"
4A-301
30'-0
"10
'-0"
10'-0"
6'-0"
15'-6
"11
'-4"
4'-0"
4'-0"
11'-4
"11
'-4"
ALIGN
CORR-NEW100
5A-301
6'-0"
3'-8"
7'-4"
3'-4" 16'-4"
1'-8"
6'-4"
2'-0"
6'-0"
8'-2"
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
1'-2"
BACKER ROD AND SEALANTBACKER ROD AND SEALANT
COLD FLUID APPLIEDWATERPROOFINGMEMBRANE
1 1/2" RIGID INSULATION
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
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
1/4"
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
3/23
/201
5 2:
53:5
3 P
MD
:\_R
VT2
015
roje
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NEW WORK FLOORPLAN - DIMENSIONS
A-103
138013.01March 2, 2015
MICHAEL C. RICHARDSONAR00009936
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"
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1A-301
2A-301
4A-301
3'-0" MIN.
5
A-104
LINE OF EXISTING BUILDING BELOW
REMOVE EXISTING ROOFING AND INSULATIONAT PORTION OF EXISTING ROOFING TO BEREPLACED
PROVIDE CONTINOUS ROOF EXPANSION JOINTAT LOCATIONSHOWN - SEE DETAIL
VTR
AIR INTAKE - SEE CURBDETAIL THIS SHEET
LINE OF EXISTING BUILDING BELOW
PREFINISHED ALUMINUM CANOPY(MAPES INDUSTIRES HANGARROD CANOPY) AT DOORS
CONTINUOUS PREFINISHED ALUMINUM GUTTER
DS
DS
DS
DS
DS
DS
DS
DS
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
RIDGE
RIDG
E
NEW MODIFIED BITUMEN ROOFINGTO MATCH EXISTING - TYP.
STRIP FLASHING ONTO EXISTINGROOF AT NEW EXPANSION JOINT
EJDS
DS
EJ
EJ
EJ
EJ
EJ
DS
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
6"
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
2 1/2" 20 GA. GALV.STEEL STUDS @ 16" O.C.
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
3" (M
.E.)
+/-1
'-0" M
.E.
+/-5
1/2"
M.E
.
MODIFIED BITUMEN ROOF WITHCAP SHEET
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
4"4"
LAP SPLICE AND SEALANTCONT. CANT STRIP
MODIFIED BITUMENROOFING ON 2 1/2" RIGID INSULATIONWITH 1/2" DENSDECK OVER EXISTING DECK
4"4"
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:
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
3/23
/201
5 2:
53:5
4 P
MD
:\_R
VT2
015
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ROOF PLAN
A-104
138013.01March 2, 2015
MICHAEL C. RICHARDSONAR00009936
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
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ART114KILN
115
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-401
1
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:
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
3/23
/201
5 2:
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ENLARGED PLANS
A-110
138013.01March 2, 2015
MICHAEL C. RICHARDSONAR00009936
1/4" = 1'-0"A-110
1 ENLARGED ART ROOM1/4" = 1'-0"A-110
2 ENLARGED SCIENCE ROOM
![Page 31: 2, 2015 - Morette Co · 2019. 5. 10. · gpsum board hardboard hardare heating heating/entilating/air height hollo core, handicap(ped) hollo metal horiontal hose bibb hot stack include(d),](https://reader035.vdocuments.net/reader035/viewer/2022071420/6118bcb449c07f6ace1b7410/html5/thumbnails/31.jpg)
MUSIC107
A-401
3
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
A-402
1
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:
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
3/23
/201
5 2:
53:5
7 P
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ENLARGED PLANS
A-111
138013.01March 2, 2015
MICHAEL C. RICHARDSONAR00009936
1/4" = 1'-0"A-111
1 ENLARGED MUSIC ROOM1/4" = 1'-0"A-111
2 ENLARGED CLASSROOM
![Page 32: 2, 2015 - Morette Co · 2019. 5. 10. · gpsum board hardboard hardare heating heating/entilating/air height hollo core, handicap(ped) hollo metal horiontal hose bibb hot stack include(d),](https://reader035.vdocuments.net/reader035/viewer/2022071420/6118bcb449c07f6ace1b7410/html5/thumbnails/32.jpg)
9'-0"
9'-0"
8'-0"
9'-0" 9'-0"
9'-0"
9'-0"
8'-0"
8'-0" 8'-0"
8'-0"
P
P
PP
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.
1
2
PREFINISHED METAL SOFFIT(PERFORATED)
3
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
P
OCCUPANCY SENSORPOWER PACK
PP
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
1/4"
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:
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
3/23
/201
5 2:
54:0
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REFLECTED CEILINGPLAN & DETAILS
A-150
138013.01March 2, 2015
MICHAEL C. RICHARDSONAR00009936
1/8" = 1'-0"A-150
1 REFLECTED CEILING PLANPLAN
NORTH
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"
![Page 33: 2, 2015 - Morette Co · 2019. 5. 10. · gpsum board hardboard hardare heating heating/entilating/air height hollo core, handicap(ped) hollo metal horiontal hose bibb hot stack include(d),](https://reader035.vdocuments.net/reader035/viewer/2022071420/6118bcb449c07f6ace1b7410/html5/thumbnails/33.jpg)
MODIFIED BITUMEN ROOFING (TO MATCH EXISTING)
BRICK VENEER
LINE REPRESENTS BOUNDARY OFPROPOSED FUTURE GYMNASIUMADDITION
2A-301
1.512
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
MODIFIED BITUMEN ROOFING (TO MATCH EXISTING)
BRICK VENEER
1.512
2A-301
PREFINISHED METAL CANOPY SYSTEM
EXISTING SCHOOLSCHOOL ADDITION
LINE REPRESENTS BOUNDARY OF FUTUREGYMNASIUM ADDITION
MODIFIED BITUMEN ROOFING(TO MATCH EXISTING)
BRICK VENEER
1.512
1A-301
ROOF JOINT
INTAKE - SEE MECHANICAL
VENEER EXPANSION JOINTPROVIDE BACKER ROD ANDSEALANT
EXISTING SCHOOL SCHOOL ADDITION
LINE REPRESENTS BOUNDARY OF FUTUREGYMNASIUM ADDITION
MODIFIED BITUMEN ROOFING (TO MATCH EXISTING)
BRICK VENEER
1.512
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"
8" T
YP.
ALIGN AND MATCH ADJACENT PATTERN
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
3/23
/201
5 2:
54:0
2 P
MD
:\_R
VT2
015
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1380
13-0
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3250
3
EXTERIORELEVATIONS
A-201
138013.01March 2, 2015
MICHAEL C. RICHARDSONAR00009936
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
![Page 34: 2, 2015 - Morette Co · 2019. 5. 10. · gpsum board hardboard hardare heating heating/entilating/air height hollo core, handicap(ped) hollo metal horiontal hose bibb hot stack include(d),](https://reader035.vdocuments.net/reader035/viewer/2022071420/6118bcb449c07f6ace1b7410/html5/thumbnails/34.jpg)
FINISH FLOOR0"
EXIST. EAVE HT10'-8"
2A-301
ROOF PLAN15'-7"
A-3013
4A-301
SIM
A-3016
FINISH FLOOR0"
EXIST. EAVE HT10'-8"
1A-301
A-1042 OPP.
HAND
FINISH FLOOR0"
EXIST. EAVE HT10'-8"
1 1/2" / 1'-0"MODIFIED BITUMEN ROOF WITHCAP SHEET
5"X 5" PREFINISHEDALUMINUM GUTTER
8" CMU
COLD FLUID APPLIEDWATERPROOFAIR/MOISTURE BARRIER
BRICK VENEER
1 1/2" RIGID INSULATION
VINYL SOFFIT5/8" CEMENT BOARD 8" CMU LINTEL
BLOCK
2 1/2" RIGID INSULATION WITH1/2" DENSDECK OVER DECK TOMATCH EXISTING
PREFINISHED ALUMFASCIA WRAP
2 1/2" 20 GA. GALV.STEEL STUDS @ 16" O.C.
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
2"
6"
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"
EXIST. EAVE HT10'-8"
8" CMU
COLD FLUID APPLIEDAIR/MOISTURE BARRIER
BRICK VENEER RETURNINTO OPENING(BEYOND)
1 1/2" RIGID INSULATION
VINYL SOFFIT5/8" CEMENT BOARD
8" CMU LINTELBLOCK
PREFINISHED ALUMFASCIA WRAP
2 1/2" 20 GA. GALV.STEEL STUDS @ 16" O.C.
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.
DARKER BRICKWAINSCOT
1"
WOOD SILL ANDTRIM
PREFINISHEDALUMINUM WINDOWSYSTEM
BRICK SILL
SOLDIER COURSE
A-1042
APPROXIMATE LINEOF GRADE
MODIFIED BITUMEN ROOF WITHCAP SHEET
5"X 5" PREFINISHEDALUMINUM GUTTER
2 1/2" RIGID INSULATION WITH1/2" DENSDECK OVER DECK TOMATCH EXISTING
METAL DECK
6"
3'-2"
4'-8"
SIM
VAPOR BARRIER
FINISH FLOOR0"
EXIST. EAVE HT10'-8"
MODIFIED BITUMEN ROOF WITHCAP SHEET
8" CMU
COLD FLUID APPLIEDAIR/MOISTURE BARRIER
BRICK VENEERRETURN(BEYOND)
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 AND VOIDSBETWEEN WALL AND ROOF DECKW / EXPANDING CLOSED CELLFOAM INSULATION
ACOUSTICALCEILING TILE
CONCRETE SLAB,SEE STRUCTURAL
CONCRETE FOOTING,SEE STRUCTURAL
6"
1"
METAL DECK
SOLDIER COURSE
5"x5" PREFINISHEDALUM. GUTTER
ALUMINUM THRESHOLD -SET IN MASTIC
INSULATED GALVANIZEDMETAL DOOR ANDFRAME
4 RIS
ERS
@ 6
1/2"
2'-2"
1"
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"
1'-0"
3"
2'-10
"
RIGID INSULATION
VAPOR BARRIER
2"
THROUGH WALL FLASHINGWITH ALUM. TERMINATIONBAR SET IN SEALANT
SEALANT
COLD FLUID APPLIEDAIR/MOISTURE BARRIER
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:
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
3/23
/201
5 2:
54:0
5 P
MD
:\_R
VT2
015
roje
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1380
13-0
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BUILDING AND WALLSECTIONS
A-301
138013.01March 2, 2015
MICHAEL C. RICHARDSONAR00009936
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
SIM
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"
![Page 35: 2, 2015 - Morette Co · 2019. 5. 10. · gpsum board hardboard hardare heating heating/entilating/air height hollo core, handicap(ped) hollo metal horiontal hose bibb hot stack include(d),](https://reader035.vdocuments.net/reader035/viewer/2022071420/6118bcb449c07f6ace1b7410/html5/thumbnails/35.jpg)
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
EXISTING 36" HIGH X 78" WIDEWALL CABINETS. RELAMINATEEXTERIOR OF CABINETS TO MATCHNEW CABINETS - PROVIDE NEWDOORS
6'-6" 3'-0" 6'-6"
2
A-402
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
2'-8"
1'-9 7
/8"2'-
6"
1'-6" 3'-0" 2'-6" 3'-6" 3'-6" 3'-6" 1'-6" 1'-6"
2'-6"
5
A-402
4
A-402
6
A-402
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"
3'-0"
1'-6"
2'-6"
4'-0" 4'-0" 4'-0" 4'-0"
4'-0" 4'-0" 4'-0" 4'-0"
7'-0"
4'-0" 4'-0" 4'-0" 4'-0"
8
A-402
7
A-402
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
4"5'-
6"5"
ALTERNATE BID NO.1BASE BID METAL LOCKERS.ALTERNATE BID SOLID PLASTICLOCKERS SEESPECIFICATIONS
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
3/23
/201
5 2:
54:0
7 P
MD
:\_R
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015
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1380
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CASEWORKELEVATIONS
A-401
138013.01March 2, 2015
MICHAEL C. RICHARDSONAR00009936
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
![Page 36: 2, 2015 - Morette Co · 2019. 5. 10. · gpsum board hardboard hardare heating heating/entilating/air height hollo core, handicap(ped) hollo metal horiontal hose bibb hot stack include(d),](https://reader035.vdocuments.net/reader035/viewer/2022071420/6118bcb449c07f6ace1b7410/html5/thumbnails/36.jpg)
3'-0" 3'-0" 3'-0"
1'-6" 3'-0" 3'-0" 3'-0" 3'-0"
3'-0"
1'-6"
2'-6"
8
A-402
3
A-402
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
3'-0"
1'-6"
3'-0"
4"
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
VINYL BASE AT TOE BOARD
P.T. WOOD BASE
3'-0"
1'-6"
2'-6"
4"
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
6"
2"
2'-0"
2'-6"
2'-6"
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
2'-8"
1'-10
"2'-
6"
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
WALL CABINET - 3/4" PLYWOODWITH PLASTIC LAMINATE FINISH
ADJUSTABLE SHELVES WITHSTANDARDS - 3/4" PLYWOOD SHELVES(2 PER CABINET) WITH PLASTICLAMINATE FINISH
1/4" PLYWOOD BACKER WITH PLASTICLAMINATE FINISH - TYP. WALL AND BASECABINETS
2'-6"
2'-0"
6"
2'-6"
1"
1/8"
1 1/2"
3/4"
3/4"
CONT. SEALANT
3/4" RADIUS
CONT. BLOCKING
SALVAGED CABINET
HEAT RESISTANT RESIN COUNTERTOP(KEWAUNEE KEMRESIN)
3/4" RADIUS
1/8"
1 1/2"
3/4"
3/4"
3/4"
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
1/4" PLYWOOD BACKER WITH PLASTICLAMINATE FINISH - TYP. WALL AND BASECABINETS
VINYL BASE AT TOE BOARD
P.T. WOOD BASE
7'-0"
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
BASE CABINET3/4" PLYWOOD WITH PLASTICLAMINATE FINISH AT EXTERIORLAMINATE OR MELAMINE INTERIORFINISH AND ADJUSTABLE SHELFWITH STANDARDS
VINYL BASE AT TOE BOARD
P.T. WOOD BASE
3'-0"
1'-6"
2'-6"
4"
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
3/23
/201
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CASEWORKELEVATIONS AND
SECTIONS
A-402
138013.01March 2, 2015
MICHAEL C. RICHARDSONAR00009936
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
4 CASEWORK SECTION 33/4" = 1'-0"A-402
5 CASEWORK SECTION 43/4" = 1'-0"A-402
6 CASEWORK SECTION 5
3" = 1'-0"A-402
9 COUNTERTOP SECTION 13" = 1'-0"A-402
10 COUNTERTOP SECTION 2 (TYP)
3/4" = 1'-0"A-402
7 CASEWORK SECTION 63/4" = 1'-0"A-402
8 CASEWORK SECTION 7
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DOOR AND FRAME ELEVATIONS
INS GALV HM(A)
SEE SCHED
SEE
SCHE
D
SC WD(C)
SEE SCHED
SEE
SCHE
D
SC WD(B)
3'-0"
8"
6"
(B) EXTERIOR FIXED WINDOW
4'-0"
4'-8"
3'-2"
1/A-602 SIM
2/A-602 SIM
3/A-602SIM
GALV HM(1)
SEE SCHED
SEE
SCHE
D
2" 2"
2"
HM(2)
SEE
SCHE
D
2" 3'-0" 2" 2'-6" 2"
2"
6'-0"
4"3'-
3"2"
3'-3"
2"
7'-2"
WINDOW ELEVATIONS
(A) EXTERIOR ESCAPE WINDOW
11'-4"
4'-8"
3'-2"
1/A-602
2/A-602
3/A-602 5/A-6024/A-602
7/A-602
8/A-602
6/A-602
HM(3)
SEE SCHED
SEE
SCHE
D
2" 2"
2"
SEE
SCHE
D 3'-0"
8"
6" 2'-0" 6"SEE SCHEDULE
6"2'-0" 6"
SCWD(D)
SEE
SCHE
D 3'-0"
8"
6" 2'-0" 6"
NOTE: INTERIOR GLASS 1/4" TEMPERED. EXTERIOR GLASS (WINDOWS AND DOORS) INSULATED LAMINATED GLASS - SEE SPECIFICATIONS
1'-2"
8 3/4" 2 5/8"
2"
AFF
7'-2"
COLD FLUID APPLIEDAIR/MOISTURE BARRIER
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
COLD FLUID APPLIEDAIR/MOISTURE BARRIER
1 1/2" RIGID INSULATION
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"
1'-2"
8"
2"
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
1/2"
CONTINUOUSSEALANT
PAINTED HOLLOWMETAL FRAME
8" CMU LINTEL BLOCK
8" CMU
SOLID CORE WOODDOOR
7/8" 5 3/4"
2"
CONTINUOUS SEALANT
PAINTED HOLLOWMETAL FRAME
8" CMU
SOLID GROUT FILLHOLLOW METAL FRAME
5 3/4"
2"
SOLID COREWOOD DOOR
CONTINUOUSSEALANT
PAINTED HOLLOWMETAL FRAME
8" CMU LINTEL BLOCK
8" CMU
GLAZING
5 3/4"
2"
PAINTED HOLLOW METAL FRAME
PAINTED HOLLOW METAL GLAZING STOP
GLAZING
5 3/4"
2"
SOLID CORE WOODDOOR
CONTINUOUS SEALANT
PAINTED HOLLOW METAL FRAME
8" CMU
SOLID GROUT FILL HOLLOW METAL FRAME
5 3/4"
2"
PAINTED HOLLOW METAL GLAZING STOP
GLAZING
CONTINUOUS SEALANT
PAINTED HOLLOW METALFRAME
8" CMU
SOLID CORE WOOD DOOR
7/8"
5 3/4"
2"
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:
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
3/23
/201
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DOOR SCHEDULEAND DETAILS
A-601
138013.01March 2, 2015
MICHAEL C. RICHARDSONAR00009936
DOOR SCHEDULEDOOR FRAME
FIRERATING
HARDWARE
NOTESMARK
SIZE
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"
![Page 38: 2, 2015 - Morette Co · 2019. 5. 10. · gpsum board hardboard hardare heating heating/entilating/air height hollo core, handicap(ped) hollo metal horiontal hose bibb hot stack include(d),](https://reader035.vdocuments.net/reader035/viewer/2022071420/6118bcb449c07f6ace1b7410/html5/thumbnails/38.jpg)
COLD FLUID APPLIEDAIR/MOISTURE BARRIER
1 1/2" RIGID INSULATION
BRICK VENEERSOLDIER COURSE
THRU-WALLCONTINUOUS HEADFLASHING W/ ALUM.TERMINATION BARSET IN SEALANT
WEEPS @ 24" O.C.MIN. 3GALVANIZEDSTEEL ANGLE
CONTINUOUS SEALANT
PREFINISHEDALUMINUM WINDOWSYSTEM
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
COLD FLUID APPLIEDAIR/MOISTURE BARRIER
1 1/2" RIGID INSULATION
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
COLD FLUID APPLIEDAIR/MOISTURE BARRIER
1 1/2" RIGID INSULATION
BRICK VENEER
PREFINISHEDALUMINUM WINDOWSYSTEM
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
PREFINISHEDALUMINUM WINDOWSYSTEM
8" CMU
CONTINUOUSSEALANT BOTH SIDES
40 MIL SELF ADHERED WATERPROOFMEMBRANE OVER FLUID APPLIEDAIR/WATER BARRIER
MIN.
1"
BRICK HEADER COURSE RETURN AT JAMBS OF OPENINGS
COLD FLUID APPLIEDAIR/MOISTURE BARRIER
1 1/2" RIGID INSULATION
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
COLD FLUID APPLIEDAIR/MOISTURE BARRIER
1 1/2" RIGID INSULATION
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
8" M
IN
2"
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.
2"
4 7/8"
DOOR AS SCHEDULED
JAMB ANCHORS, 3 PERSIDE (MIN.)
HOLLOW METAL DOORFRAME, PAINT
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.)
HOLLOW METAL DOORFRAME, PAINT
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
5 1/2"
2"
DOOR AS SCHEDULEDJAMB ANCHORS, 3 PERSIDE (MIN.)
HOLLOW METAL DOORFRAME, PAINT
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
PROVIDE J CHANNELS AT GYPSUM BOARDAND BACKER ROD/SEALANT AT JOINT EACHSIDE OF WALL
1/4"
4 7/8"
EXISTING BRICK TO REMAIN
EXISTING BRICK - PAINT TO MATCH ADJACENT WALLS
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
3/23
/201
5 2:
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WINDOW AND DOORDETAILS
A-602
138013.01March 2, 2015
MICHAEL C. RICHARDSONAR00009936
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
4
EXT. WINDOWMULLION DETAIL
3" = 1'-0"A-602
5
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
11 INT. DOOR JAMB DETAIL
3" = 1'-0"A-602
12 INT. DOOR HEAD DETAIL
3" = 1'-0"A-602
13 INT. DOOR JAMB DETAIL
3" = 1'-0"A-602
14 INT. DOOR JAMB DETAIL
![Page 39: 2, 2015 - Morette Co · 2019. 5. 10. · gpsum board hardboard hardare heating heating/entilating/air height hollo core, handicap(ped) hollo metal horiontal hose bibb hot stack include(d),](https://reader035.vdocuments.net/reader035/viewer/2022071420/6118bcb449c07f6ace1b7410/html5/thumbnails/39.jpg)
CLASS108
CLASS111
MUSIC107
JANITOR106
STORAGE104
SCIENCE103
CORR101
CORR102
OFFICE105
STOR112
STOR110
MECH113
MECH109
VCT1
SC1 VCT1VCT1 SC1
VCT1
VCT1
VCT1
VCT1
VCT1
VCT1
VCT1
VCT1
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:
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
3/23
/201
5 2:
54:2
6 P
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3250
3
NEW WORK FINISHPLAN PLAN
I-101
138013.01March 2, 2015
MICHAEL C. RICHARDSONAR00009936
1/8" = 1'-0"I-101
1 NEW WORK FLOOR FINISH PLANPLAN
NORTH
SCALE: 1/8" = 1'-0"
0 4' 8' 16'
1/8" = 1'-0"I-101
2 NEW WORK WALL FINISH PLANPLAN
NORTH
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CLASS108
CLASS111
MUSIC107
JANITOR106
STORAGE104
SCIENCE103
CORR101
CORR102
OFFICE105
STOR112
STOR110
MECH113
MECH109
10710
4
105
105
108 111
109 113
106
110 112
103
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"
8 1/2"
MECH.
INSERT
ALL CLASSROOMS, OFFICES,WORKROOMS, MEETING ROOMS,LABS AND STAFF OR STUDENTOCCUPIED SPACES.
101
8 1/2"
8 1/2"
101
48" M
IN. A
.F.F
.
60"
MAX
A.F.
F.
9"
ADA-ABA SIGN INSTALLATIONHEIGHT AND LOCATION
101101
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
3/23
/201
5 2:
54:2
8 P
MD
:\_R
VT2
015
roje
cts\
1380
13-0
1_Im
prov
emen
ts_S
t_P
aul_
Sch
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saw
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vt ST.
PA
UL
CA
THO
LIC
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UR
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-C
AP
ITA
L C
AM
PA
IGN
IMP
RO
VE
ME
NTS
1700
Con
way
Driv
eP
ensa
cola
, Flo
rida
3250
3
NEW WORK SIGNAGEPLAN
I-102
138013.01March 2, 2015
MICHAEL C. RICHARDSONAR00009936
1/8" = 1'-0"I-102
1 NEW WORK SIGNAGE PLAN
SCALE: 1/8" = 1'-0"
0 4' 8' 16'
PLANNORTH
SIGNAGE SCHEDULE
MARK
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"
![Page 41: 2, 2015 - Morette Co · 2019. 5. 10. · gpsum board hardboard hardare heating heating/entilating/air height hollo core, handicap(ped) hollo metal horiontal hose bibb hot stack include(d),](https://reader035.vdocuments.net/reader035/viewer/2022071420/6118bcb449c07f6ace1b7410/html5/thumbnails/41.jpg)
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:
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
3/23
/201
5 2:
54:3
0 P
MD
:\_R
VT2
015
roje
cts\
1380
13-0
1_Im
prov
emen
ts_S
t_P
aul_
Sch
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saw
yer.r
vt ST.
PA
UL
CA
THO
LIC
CH
UR
CH
-C
AP
ITA
L C
AM
PA
IGN
IMP
RO
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ME
NTS
1700
Con
way
Driv
eP
ensa
cola
, Flo
rida
3250
3
ROOM FINISHSCHEDULE
I-601
138013.01March 2, 2015
MICHAEL C. RICHARDSONAR00009936
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 ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ----- ------ ------ ------ ------ ------ ------ ------ ------
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SHEET TITLE:
SHEET DATE:
BTA PROJECT NO:
SHEET:
17
00
C
ON
WA
Y D
RIV
E
PE
NS
AC
OL
A, F
LO
RID
A 3
25
03
2 MARCH, 2015
BTA...optimizingdesign value
100%
SUBMITTAL
MARCH 2, 2015
100% SUBMITTAL
FIRE
PROTECTION
PLAN
FP101
D:\P
RO
JEC
T\2014\14185 St. P
au
ls Sch
oo
l A
dd
itio
n\D
WG
\M
ech
\14185FP
101.d
wg
, 3/17/2015 10:27:58 A
M, D
WG
To
P
DF.p
c3
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SHEET TITLE:
SHEET DATE:
BTA PROJECT NO:
SHEET:
SIGNATURE AND SEAL
17
00
C
ON
WA
Y D
RIV
E
PE
NS
AC
OL
A, F
LO
RID
A 3
25
03
2 MARCH, 2015
BTA...optimizingdesign value
100%
SUBMITTAL
MARCH 2, 2015
100% SUBMITTAL
PLUMBING NEW
WORK PLAN -
WASTE
P1
D:\PROJECT\2014\14185 St. Pauls School Addition\DWG\Plumbing\14185P1.dwg, 3/16/2015 2:33:10 PM, DWG To PDF.pc3
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SHEET TITLE:
SHEET DATE:
BTA PROJECT NO:
SHEET:
SIGNATURE AND SEAL
17
00
C
ON
WA
Y D
RIV
E
PE
NS
AC
OL
A, F
LO
RID
A 3
25
03
2 MARCH, 2015
BTA...optimizingdesign value
100%
SUBMITTAL
MARCH 2, 2015
100% SUBMITTAL
PLUMBING NEW
WORK PLAN -
WATER
P2
D:\PROJECT\2014\14185 St. Pauls School Addition\DWG\Plumbing\14185P2.dwg, 3/16/2015 2:33:55 PM, DWG To PDF.pc3
![Page 45: 2, 2015 - Morette Co · 2019. 5. 10. · gpsum board hardboard hardare heating heating/entilating/air height hollo core, handicap(ped) hollo metal horiontal hose bibb hot stack include(d),](https://reader035.vdocuments.net/reader035/viewer/2022071420/6118bcb449c07f6ace1b7410/html5/thumbnails/45.jpg)
SHEET TITLE:
SHEET DATE:
BTA PROJECT NO:
SHEET:
17
00
C
ON
WA
Y D
RIV
E
PE
NS
AC
OL
A, F
LO
RID
A 3
25
03
2 MARCH, 2015
BTA...optimizingdesign value
100%
SUBMITTAL
MARCH 2, 2015
100% SUBMITTAL
MECHANICAL
NEW WORK
PLAN
M101
D:\P
RO
JEC
T\2014\14185 St. P
au
ls Sch
oo
l A
dd
itio
n\D
WG
\M
ech
\14185M
101.d
wg
, 3/19/2015 2:15:45 P
M, D
WG
To
P
DF.p
c3
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SHEET TITLE:
SHEET DATE:
BTA PROJECT NO:
SHEET:
17
00
C
ON
WA
Y D
RIV
E
PE
NS
AC
OL
A, F
LO
RID
A 3
25
03
2 MARCH, 2015
BTA...optimizingdesign value
100%
SUBMITTAL
MARCH 2, 2015
100% SUBMITTAL
MECHANICAL
SCHEDULES
M601
D:\P
RO
JEC
T\2014\14185 St. P
au
ls Sch
oo
l A
dd
itio
n\D
WG
\M
ech
\14185M
601.d
wg
, 3/17/2015 10:28:11 A
M, D
WG
To
P
DF.p
c3
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