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PROJECT INFORMATION
<br />OWNER
<br />SF ZEPHYR COMMONS OUTPARCELS LP
<br />400 CLEMANTIS STREET; SUITE 200
<br />WEST PALM BEACH, FLORIDA 33401
<br />TEL: 678-977-3362
<br />CONTACT: JEFFREY W. PRESTON
<br />ARCHITECTURAL
<br />suNARD ARCHITECTURE, INC.
<br />217 SOUTH ERWIN STREET
<br />CARTERSVILLE, GA 30120
<br />TEL: 770-425-7400 FAX: 770-425-7444
<br />ARCH][T`ECT OF RECORD: SCOTT STINARD
<br />FL LICENSE NO. 16999
<br />STRUCTURAL
<br />BENNETT & PLESS
<br />3395 NORTHEAST EXPRESSWAY, SUITE 110
<br />ATLANTA, GA 30341
<br />TEL: 678-990-8700 FAX: 678-990-8701
<br />ENGINEER OF RECORD: PAUL GRUPE
<br />FL LICENSE NO.: 32427
<br />PLUMBING, MECHANICAL & ELECTRICAL
<br />PROFICIENT ENGINEERING, INC.
<br />6991 PEACHTREE INDUSTRIAL BLVD BLDG 700
<br />PEACHTREE CORNERS, GA 30092
<br />OFFICE: 404-330-9798 CELL: 404-394-1147
<br />ELECTRICAL ENGINEER OF RECORD: BRIAN ARIVIENTA
<br />FL LICENSE NO. 67193
<br />MECHANICAL ENGINEER OF RECORD: JOHN P. KENNEY
<br />FL LICENSE NO. 70199
<br />PLUMBING ENGINEER OF RECORD: JOHN P. KENNEY
<br />FL LICENSE NO. 70199
<br />BUILDING CODE SUMMARY
<br />THE BUILDING DESCRIBED IN THESE PLANS SHALL BE CONSTRUCTED IN COMPLIANCE WITH THE FOLLOWING CODES:
<br />2017 - 6TH EDITION FLORIDA BUILDING CODE - BUILDING
<br />2017 - 6TH EDITION FLORIDA BUILDING CODE - PLUMBING
<br />2017 - 6TH EDITION FLORIDA BUILDING CODE - FUEL GAS
<br />2017 - 6TH EDITION FLORIDA BUILDING CODE - MECHANICAL
<br />2017 - 6TH EDITION FLORIDA BUILDING CODE - ACCESSIBILITY
<br />2017 - 6TH EDITION FLORIDA BUILDING CODE - ENERGY CONSERVATION
<br />2017 - 6TH EDITION FLORIDA FIRE PREVENTION CODE
<br />2015 EDITION NFPA I WITH FLORIDA AMENDMENTS
<br />2015 EDITION NFPA 10 1 WITH FLORIDA AMENDMENTS
<br />2010 ADA STANDARDS FOR ACCESSIBLE DESIGN
<br />2014 NATIONAL ELECTRICAL CODE/NFPA 70
<br />BLDG A
<br />OCCUPANCY CLASSIFICATION:
<br />NON -SEPARATED MIXED OCCUPANCY (508.3):
<br />GROUP S- I
<br />GROUP B BUSINESS (304.1)
<br />GROUP - B
<br />GROUP S-1, MODERATE HAZARD STORAGE
<br />(311.2)
<br />CONSTRUCTION TYPE:
<br />T 601
<br />TYPE 1113
<br />BUILDING HEIGHT:
<br />PROPOSED
<br />20'-4" / 2 STORY
<br />ALLOWABLE: TABULAR (T503)
<br />55'12 STORY
<br />SPRINKLER INCR (504.2)
<br />20'/ 1 STORY
<br />TOTAL
<br />75'/ 3 STORY
<br />BUILDING AREA:
<br />PROPOSED: I ST FLR - STORAGE
<br />26,174 SF
<br />2ND FLR - STORAGE
<br />25,344 SF
<br />2ND FLR - BUSINESS
<br />830 SF
<br />TOTAL
<br />52,348 SF
<br />ALLOWABLE - SINGLE OCCUPANCY MULTI -STORY (506.2.3):
<br />TABULAR (T 506.2, S-1, H B, SM/NS)
<br />52,500 SF
<br />FRONTAGE (506.3.3, NS):
<br />(F/P)-.25)x(W/30') = If, (If x At)
<br />12,600 SF
<br />ALLOWABLE AREA/FLR
<br />65,100 SF/FLR
<br />ACTUAL STORIES (4 MAX)
<br />2STORY
<br />TOTAL ALLOWABLE BUILDING AREA
<br />130,200 SF
<br />FIRE PROTECTION SYSTEMS:
<br />AUTOMATIC SPRINKLER SYSTEM (903.2.9)
<br />NFPA 13
<br />STAND PIPE SYSTEM (905.3)
<br />NOT REQD
<br />PORTABLE FIRE EXTINGUISHERS (906. 1)
<br />PROVIDED
<br />FIRE ALARM AND DETECTION (907.2)
<br />SPRINKLER
<br />[NFPA 10142.3.4.1.3]
<br />FIRE RESISTIVE CONSTRUCTION:
<br />EXTERIOR WALLS (T602)
<br />0 HR (>10')
<br />EXTERIOR OPENINGS (705.8.1 EX 2)
<br />NO LIMIT (0 HR)
<br />FIRE WALL
<br />N/A
<br />FIRE BARRIER - SHAFT (707.3.1, 713.4,1022.2)
<br />1 HR
<br />CORRIDORS (T 10 18. 1)
<br />0 HR (SPRINK)
<br />OCCUPANT LOAD:
<br />TABLE 1004.1.2 [NFPA 101 T7.3.1.2,42.1.7]:
<br />I ST FLR WAREHOUSE @ 11500 GSF
<br />53 (26,174/500)
<br />2ND FLR WAREHOUSE @ 11500 GSF
<br />51 (25,344/500)
<br />2ND FLR BUSINESS g 1/100 GSF
<br />-9 (830/100)
<br />TOTAL
<br />113
<br />EGRESS CAPACITY:
<br />CORRIDORS:
<br />OCCUPANT LOAD x 0.2" (1005.3.2) [NFPA 101 T7.3.3.1]
<br />MIN WIDTH (T 10 18.2) [NFPA 10 17.3.4. 1 (1)]
<br />DOORS:
<br />OCCUPANT LOAD x 0.2" (1005.3.2) [NFPA 101 T7.3.3.1]
<br />MEN WIDTH (1008. 1. 1) [NFPA 10 17.2.1.2.3.2]
<br />EGRESS ARRANGEMENT:
<br />BLDG B
<br />BLDG C
<br />BLDG D
<br />BLDG E
<br />BLDG F
<br />GROUP S- I
<br />GROUP S-1
<br />GROUP S-1
<br />GROUP S- I
<br />GROUP S- I
<br />TYPE I[ B
<br />TYPE R B
<br />TYPE R B
<br />TYPE H B
<br />TYPE H B
<br />9'-9" / I STORY
<br />9'-6" / I STORY
<br />10'-6" / I STORY
<br />9'-9" / I STORY
<br />10'-0" / I STORY
<br />55'12 STORY
<br />55'12 STORY
<br />55'12 STORY
<br />55'12 STORY
<br />55'12 STORY
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />NA
<br />55'12 STORY
<br />55'/ 2 STORY
<br />55'12 STORY
<br />55'/ 2 STORY
<br />55'12 STORY
<br />5,100 SF 3,400 SF 3,925 SF 6,600 SF 8,800 SF
<br />NOTfNCLUDED NOTINCLUDED NOTINCLUDED NOTINCLUDED NOT INCLUDED
<br />NOT REQD
<br />NOT REQD
<br />NOTREQD
<br />NOT REQD
<br />NOTREQD
<br />NOTREQD
<br />NOTREQD
<br />NOTREQD
<br />NOTREQD
<br />NOTREQD
<br />PROVIDED
<br />PROVIDED
<br />PROVIDED
<br />PROVIDED
<br />PROVIDED
<br />NOTREQD
<br />NOTREQD
<br />NOTREQD
<br />NOTREQD
<br />NOTREQD
<br />0 HR (>10')
<br />0 HR (>10')
<br />0 HR (>10')
<br />0 HR (>10')
<br />0 HR (>10')
<br />NO LIMIT (0 HR)
<br />NO LIMIT (0 HR)
<br />NO LIMIT (0 HR)
<br />NO LIMIT (0 HR)
<br />NO LIMIT (0 HR)
<br />3 HR
<br />3 HR
<br />3 HR
<br />3 HR
<br />3 HR
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />11 (5,1001500) 7 (3,400/500) 8 (3,925/500) 14 (6,600/500) 18 (8,800/500)
<br />I V (53 x 0.2") 3 " (I I x 0.2") 2" (7 x 0.2") 2" (8 x 0.2") 3 " (14 x 0.2") 4" (18 x 0.2")
<br />44" 36" (<50) 36" (<50) 3611 (<50) 36" (<50) 36" (<50)
<br />11 " (53x 0.2") 3 " (I Ix 0.2") 2" (7x 0.2") 2" (8 x 0.2") 3" (14x 0.2") 4" (18 x 0.2")
<br />3211 3211 32" 3211 3211 32"
<br />MIN NUMBER OF EXITS (T 1021.2(2)) [NFPA 10 142.2.4.1(3)]
<br />2 PER FLR
<br />MAX TRAVEL DISTANCE (T 10 16.2) [NFPA 10 1 T42.2.6]
<br />250'(SPRfNK)
<br />MAX COMMON PATH TRAVEL (T 10 14.3) [NFPA 10 1 T42.2.5]
<br />100'(SPRINK)
<br />MAX DEAD END CORRIDOR (1018.4) [NFPA 101 T42.2.5]
<br />50'(SPRINK)
<br />PLUMBING FIXTURES:
<br />WATER CLOSETS (T 2902. 1): MALE FEMALE
<br />BUSINESS @ (9/2)/25 = 0.18 0.18
<br />STORAGE @ (157/2)/100 = 0.79 0.79
<br />TOTAL 0.97 = 1 0.97 = I
<br />LAVATORIES (T 2902. 1):
<br />BUSINESS @ (9/2/40) = 0.11 0.11
<br />STORAGE @ (157/2/100) = 0.79 0.79
<br />TOTAL 0.90 = 1 0.90 = I
<br />DRINKING FOUNTAINS:
<br />BUSINESS @ (9/100) = 0.09
<br />STORAGE @ (157/1000) 0.16
<br />TOTAL 0.25 = I
<br />SERVICE SINK: I
<br />1 (<49, <751)
<br />1 (<49, <75')
<br />1 (<49, <75')
<br />1 (<49, <75')
<br />1 (<49,<75')
<br />200'
<br />200'
<br />200'
<br />200'
<br />200'
<br />1001 (<30)
<br />100'(<30)
<br />100'(<30)
<br />100'(<30)
<br />100'(<30)
<br />20'
<br />20'
<br />20'
<br />20'
<br />20'
<br />111111111111111111111llilljllllllI
<br />ZEPH YR COMMONS
<br />SELF STOIRAGE
<br />Pretty Pond Road
<br />0
<br />ephyrhills, F
<br />GENERAL NOTES
<br />1. GENERAL: NOTES AND DETAILS INDICATED ON DRAWINGS APPLY TO ALL SIMILAR CONDITIONS.
<br />DO NOT SCALE DRAWINGS. LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALLER
<br />SCALE DRAWINGS. IN CASE OF CONFLICTING REQUIREMENTS FOR QUANTITIES OR QUALITY
<br />LEVELS, COMPLY WITH THE MOST STRINGENT REQUIREMENT.
<br />2. CONTRACT DOCUMENT AND FIELD CONDITION REVIEW: THE GENERAL CONTRACTOR SHALL
<br />COMPARE THE CONTRACT DOCUMENTS WITH EACH OTHER AND THE FIELD CONDITIONS, AND
<br />REPORT ANY INCONSISTENCIES, ERRORS, OR OMISSIONS TO THE ARCHITECT BEFORE BEGINNING
<br />THE WORK. VERIFY DIMENSIONS AND FIELD CONDITIONS AND NOTIFY THE ARCHITECT OF ANY
<br />DISCREPANCIES BEFORE BEGINNING THE WORK. WHERE DETAILED INFORMATION IS LACKING,
<br />REQUEST INSTRUCTIONS FROM THE ARCHITECT.
<br />3. SPECIAL INSPECTIONS: THE OWNER IS RESPONSIBLE FOR PROVIDING AN INSPECTION AND
<br />TESTING AGENCY APPROVED IN THE STATE WHERE T14E PROJECT IS LOCATED TO PERFORM ALL
<br />SPECIAL INSPECTIONS AND FURNISH ALL REPORTS FOR THIS PROJECT IN ACCORDANCE WITH
<br />THE STATEMENT AND SCHEDULE OF SPECIAL INSPECTIONS - SEE STRUCTURAL FOR SPECIFIC
<br />REQUIREMENTS.
<br />4. LOW VOLTAGE SYSTEMS: DESIGN OF LOW VOLTAGE SYSTEMS INCLUDING SECURITY, DATA,
<br />AND COMMUNICATIONS IS THE RESPONSIBILITY OF THE OWNER. THE GENERAL CONTRACTOR IS
<br />RESPONSIBLE FOR COORDINATING WITH THE OWNER:S REQUIREMENTS, AND PROVIDING
<br />CONDUIT TO LOCATIONS MADE INACCESSIBLE BY CONSTRUCTION.
<br />5. FIRE SPRINKLER SYSTEM - BLDG A: DESIGN OF FIRE SPRINKLER SYSTEM IS THE
<br />RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE ENTIRE BUILDING IS TO BE FULLY
<br />SPRINKLERED IN ACCORDANCE WITH NFPA 13, AND ALL FEDERAL, STATE AND LOCAL CODES.
<br />SUBMIT SPRINKLER SYSTEM DRAWINGS PREPARED BY A CERTIFIED SPRINKLER CONTRACTOR TO
<br />THE FIRE MARSHAL FOR APPROVAL, AND OBTAIN A SEPARATE PERMIT FOR THE FIRE SPRINKLER
<br />SYSTEM. COORDINATE SPRINKLER SYSTEM WITH SURROUNDING CONSTRUCTION.
<br />6. FIRE ALARM SYSTEM - BLDG A: DESIGN OF FIRE ALARM SYSTEM IS THE RESPONSIBILITY OF THE
<br />GENERAL CONTRACTOR. PROVIDE A LIMITED FIRE ALARM SYSTEM FOR DUCT SMOKE
<br />DETECTORS, AND SPRINKLER SYSTEM SUPERVISION IN ACCORDANCE WITH NFPA 72, AND ALL
<br />FEDERAL, STATE AND LOCAL CODES. SUBMIT FIRE ALARM SYSTEM DRAWINGS PREPARED BY A
<br />CERTIFIED CONTRACTOR TO THE FIRE MARSHAL FOR APPROVAL, AND OBTAIN A SEPARATE
<br />PERMIT FOR THE FIRE ALARM SYSTEM. COORDINATE FIRE ALARM SYSTEM WITH SURROUNDING
<br />CONSTRUCTION.
<br />7. FIRE ]EXTINGUISHERS: PROVIDE FIRE EXTINGUISHERS IN ACCORDANCE WITH THE FIRE
<br />MARSHAL'S REQUIREMENTS. PROVIDE MINIMUM SIZE OF 2A I OBC, AND MOUNT IN CABINET WITH
<br />BOTTOM AT 27" ABOVE FINISH FLOOR.
<br />8. BUILDING ADDRESS: POST ADDRESS ON EACH BUILDING IN ACCORDANCE WITH THE FIRE
<br />MARSHAL'S REQUIREMENTS.
<br />9. KNOX BOX: PROVIDE KNOX BOX IN ACCORDANCE WITH THE FIRE MARSHAL'S REQUIREMENTS.
<br />CONTACT FIRE MARSHAL FOR APPLICATION.
<br />10. FIRE BARRIER IDENTIFICATION: PROVIDE PERMANENT SIGNS OR STENCILING ON ALL FIRE
<br />AND/OR SMOKE RATED BARRIERS ABOVE ANY DECORATIVE CEILING AND/OR IN CONCEALED
<br />SPACES. IDENTIFICATION TO BE IN 2" HIGH LETTERING, SPACED EVERY 12 FEET, AND READ " 1
<br />HOUR FIRE AND SMOKE BARRIER PROTECT ALL OPENINGS", OR EQUIVALENT WORDING
<br />ACCEPTABLE TO AUTHORITY HAVING JURISDICTION.
<br />11. ACCESSIBLE STORAGE UNITS: PROVIDE ACCESSIBLE STORAGE UNITS IN ACCORDANCE WITH
<br />2012 INTERNATIONAL BUILDING CODE SECTION 1108.3 AND ADA 2010 STANDARDS FOR
<br />ACCESSIBLE DESIGN SECTION 225.3.
<br />12. EXTERIOR SIGNAGE: DESIGN OF EXTERIOR SIGNAGE IS BY OTHERS. COMPLY WITH ALL LOCAL
<br />CODES. SUBMIT SIGNAGE DRAWINGS TO THE AUTHORITY HAVING JURISDICTION FOR APPROVAL,
<br />AND OBTAIN A SEPARATE PERMIT FOR SIGNAGE. COORDINATE SIGNAGE WITH SURROUNDING
<br />CONSTRUCTION.
<br />13. EMERGENCY RESPONDER RADIO COVERAGE: NOTIFY FIRE MARSHAL AT STAGE OF
<br />CONSTRUCTION REQUIRED TO TEST EMERGENCY RESPONDER RADIO COVERAGE.
<br />ABBREVIATIONS
<br />@
<br />AT
<br />ABV
<br />ABOVE
<br />ACM
<br />ALUM COMPOSITE MATERIAL
<br />ACOUST
<br />ACOUSTICAL
<br />AFF
<br />ABOVE FINISH FLOOR
<br />ALUM
<br />ALUMINUM
<br />ALT
<br />ALTERNATE
<br />AMY
<br />ADHERED MASONRY VENEER
<br />ANOD
<br />ANODIZED
<br />AP
<br />ACCESSPANEL
<br />ARCH
<br />ARCHITECTURAL
<br />AVv`B
<br />AIR WATER BARRIER
<br />BD
<br />BOARD
<br />BLDG
<br />BUILDING
<br />BM
<br />BEAM
<br />CABT
<br />CABINET
<br />BOT
<br />BOTTOM
<br />CEM
<br />CEMENT
<br />ci
<br />CONTROL JOINT
<br />CL
<br />CENTERLINE, CLOSET
<br />CLG
<br />CEILING
<br />CLR
<br />CLEAR
<br />CNTR
<br />COUNTER
<br />CMU
<br />CONCRETE MASONRY UNIT
<br />CO
<br />CASED OPENING
<br />COL
<br />COLUMN
<br />CONC
<br />CONCRETE
<br />CONT
<br />CONTINUOUS
<br />CPT
<br />CARPET
<br />CT
<br />CERAMIC TILE
<br />DBL
<br />DOUBLE
<br />DEMO
<br />DEMOLITION
<br />DF
<br />DRINKING FOUNTAIN
<br />DIA
<br />DIAMETER
<br />DIM
<br />DIMENSION
<br />DN
<br />DO"
<br />DR
<br />DOOR
<br />DS
<br />DOWNSPOUT
<br />DWG
<br />DRAWING
<br />EA
<br />EACH
<br />EF
<br />EXHAUST FAN
<br />EIFS
<br />EXTERIOR INSULATION AND
<br />FINISH SYSTEM
<br />EJ
<br />EXPANSION JOINT
<br />ELEC
<br />ELECTRICAL
<br />ELEV,EL
<br />ELEVATION
<br />EPDM
<br />ETHYLENE PROPYLENE
<br />DIENE MONOMER
<br />EQ
<br />EQUAL
<br />EQUIP
<br />EQUIPMENT
<br />EW
<br />EACH WAY
<br />EWC
<br />ELECTRIC WATER COOLER
<br />EXP
<br />EXPANSION
<br />EX
<br />EXISTING
<br />EXT
<br />EXTERIOR
<br />FC
<br />FIBER CEMENT
<br />FD
<br />FLOOR DRAIN
<br />FE
<br />FIRE EXTINGUISBER
<br />FEC
<br />FIRE EXTINGUISHER CABINET
<br />FF
<br />FINISH FLOOR
<br />FG
<br />FIBERGLASS
<br />FIN
<br />FINISH
<br />FLR
<br />FLOOR
<br />FOC
<br />FACE OF CONCRETE
<br />FOM
<br />FACE OF MASONRY
<br />FOS
<br />FACE OF STEEL/STUD/SLAB
<br />FRT
<br />FIRE RETARDANT TREATED
<br />FT
<br />FEET
<br />FVC
<br />FIRE VALVE CABINET
<br />GA
<br />GAUGE
<br />GAB
<br />GRADED AGGREGATE BASE
<br />GALV
<br />GALVANIZED
<br />GYP
<br />GYPSUM
<br />HB
<br />HOSE BIBB
<br />HC
<br />HOLLOW CORE
<br />HDWD
<br />HARDWOOD
<br />HDWR
<br />HARDWARE
<br />HGT
<br />HEIGHT
<br />HM
<br />HOLLOW METAL
<br />HOR
<br />HORIZONTAL
<br />HP
<br />14IGH POINT
<br />HR
<br />HOUR
<br />ED
<br />INSIDE DIAMETER
<br />IN
<br />INCH
<br />INT
<br />INTERIOR
<br />INSUL
<br />INSULATION
<br />JT
<br />JOINT
<br />LAM
<br />LAMINATE
<br />LAV
<br />LAVATORY
<br />LF
<br />LINEAR FOOT
<br />LGT
<br />LIGHTING
<br />LLH
<br />LONG LEG HORIZONTAL
<br />LLV
<br />LONG LEG VERTICAL
<br />LP
<br />LOW POINT
<br />MAINT
<br />MAINTENANCE
<br />MATI,
<br />MAX
<br />MATERIAL
<br />MBM
<br />MAXIMUM
<br />METAL BLDG MFR
<br />MECH
<br />MECHANICAL
<br />MFR
<br />MANUFACTURER
<br />MIN
<br />MINEAUM
<br />MISC
<br />MISCELLANEOUS
<br />MO
<br />MASONRY OPENING
<br />MTL
<br />METAL
<br />MTD
<br />MOUNTED
<br />MWP
<br />METAL WALL PANEL
<br />NIC
<br />NOT IN CONTRACT
<br />NTS
<br />NOT TO SCALE
<br />Oc
<br />ON CENTER
<br />OD
<br />OUTSIDE DIAMETER
<br />OPP
<br />OPPOSITE
<br />PL
<br />PLATE
<br />PLAM
<br />PLASTIC LAMINATE
<br />PLYWD
<br />PLYWOOD
<br />PNL
<br />PANEL
<br />PNT
<br />PAINT
<br />PREFIN
<br />PREFINISHED
<br />PT
<br />PRESERVATIVE TREATED
<br />PVC
<br />POLYVINYL CHLORIDE
<br />QTY
<br />QUANTITY
<br />QT
<br />QUARRY TILE
<br />R
<br />RADIUS, RISER
<br />RD
<br />ROOF DRAIN
<br />REINF
<br />REINFORCEMENT
<br />REQD
<br />REQUIRED
<br />REV
<br />REVISION
<br />RO
<br />ROUGH OPENING
<br />RM
<br />ROOM
<br />SAF
<br />SELF -ADHERING FLASHING
<br />Sc
<br />SOLED CORE
<br />SC14ED
<br />SCHEDULED
<br />SF
<br />SQUAREFOOT
<br />SFRM
<br />SPRAYED FIRE -RESISTIVE
<br />MATERIAL
<br />Sim
<br />SIMILAR
<br />sis
<br />STAINLESS STEEL
<br />STD
<br />STANDARD
<br />STIL
<br />STEEL
<br />SIN
<br />STAIN
<br />STRUCT
<br />STRUCTURAL
<br />SUSP
<br />SUSPENDED
<br />SV
<br />SHEET VINYL
<br />T
<br />TREAD
<br />T&G
<br />TONGUE & GROOVE
<br />TAFS
<br />TEXTURED ACRYLIC FINISH
<br />SYSTEM
<br />TOM
<br />TOP OF MASONRY
<br />TOS
<br />TOP OF STEEL
<br />TYP
<br />TYPICAL
<br />UON
<br />UNLESS OTHERWISE NOTED
<br />VCT
<br />VINYL COMPOSITION TILE
<br />VERT
<br />VERTICAL
<br />VTR
<br />VENT THROUGH ROOF
<br />VWC
<br />VINYL WALL COVERING
<br />W/
<br />WITH
<br />WC
<br />WATER CLOSET
<br />Vv`D
<br />WOOD
<br />W/o
<br />WITHOUT
<br />WP
<br />WATERPROOFING /WORKING
<br />POINT
<br />WRB
<br />WATER RESISTIVE BARRIER
<br />WWF
<br />WELDED WIRE FABRIC
<br />XPS
<br />EXTRUDED POLYSTYRENE
<br />YD
<br />YARD
<br />CiTV (lY ZiEy"-yR, IL '
<br />VUILDING OFFICIAL&
<br />DRAWING INDEX
<br />ARCHITECTURAL
<br />AO.1 COVER SHEET
<br />AO.2 UL DESIGN, COMCHECK, UNIT NELY, OUTLINE
<br />SPECIFICATIONS
<br />AO.3 OUTLINE SPECIFICATIONS
<br />AO.4 OUTLINE SPECIFICATIONS
<br />AO.5 LIFE SAFETY PLANS
<br />ALO ARCHITECTURAL SITE PLAN
<br />ALI FIRST FLOOR PLAN - BLDG A
<br />A1.2 SECOND FLOOR PLAN - BLDG A
<br />A1.3 ROOF PLAN - BLDG A
<br />AIA ELEVATIONS - BLDG A
<br />A1.5 FLOOR/ROOF PLANS AND ELEVATIONS - BLDG B
<br />A1.6 FLOOR/ROOF PLANS AND ELEVATIONS - BLDG C
<br />A1.7 FLOOR/ROOF PLANS AND ELEVATIONS - BLDG D
<br />A1.8 FLOOR/ROOF PLANS AND ELEVATIONS - BLDG E
<br />A1.9 FLOOR/ROOF PLANS AND ELEVATIONS - BLDG F
<br />A1.10 FLOOR/ROOF PLANS AND ELEVATIONS - BLDG G
<br />All ENLARGED PLANS, INT ELEVATIONS, DETAILS
<br />A5.1 WALL SECTIONS AND DETAILS
<br />A5.2 WALL SECTIONS AND DETAILS
<br />A5.3 WALL SECTIONS AND DETAILS
<br />A5.4 WALL SECTIONS AND DETAILS
<br />A5.5 WALL SECTIONS AND DETAILS
<br />A5.6 WALL SECTIONS AND DETAILS
<br />ATI SCHEDULES AND DETAILS
<br />STRUCTURAL
<br />SOA GENERAL NOTTS
<br />SO.2 SCHEDULES, COMPONENT AND CLADDING PRESSURES
<br />S1.1 FIRST FLOOR FOUNDATION PLAN - BLDG A
<br />SI.2 SECOND FLOOR FRAMING PLAN - BLDG A
<br />SI.3 MAIN ROOF FRAMING PLAN - BLDG A
<br />S 13A HIGH ROOF FRAMING PLAN - BLDG A
<br />SIA FOUNDATION & ROOF FRAMING PLAN - BLDG B & C
<br />SI.5 FOUNDATION & ROOF FRAMING PLAN - BLDG D
<br />SI.6 FOUNDATION & ROOF FRAMING PLAN - BLDG E & F
<br />S2.1 SECTIONS AND DETAILS
<br />S2.2 SECTIONS AND DETAILS
<br />S2.3 FOUNDATION ELEVATIONS
<br />S3.1 SECTIONS AND DETAILS
<br />S4.1 SECTIONS AND DETAILS
<br />S4.2 SECTIONS AND DETAILS
<br />S5.1 DETAILS & ELEVATIONS
<br />IGRAPHIC SYMBOLS
<br />A
<br />SECTION
<br />ELEVATION
<br /><4 INTERIOR
<br />ELEVATION
<br />DETAIL
<br />MATERIALS LEGEND
<br />ELECTRICAL
<br />EO.1 NOTES, LEGEND AND SPECIFICATIONS
<br />EO.2 SCHEDULE, DIAGRAMS AND DETAILS
<br />EO.3 SCHEDULES
<br />ELI FIRST FLOOR PLAN - BLDG A
<br />E1.2 SECOND FLOOR PLAN - BLDG A
<br />E1.3 FLOOR PLAN - BLDG B, C, D
<br />EIA FLOOR PLAN - BLDG E & F
<br />E2.1 ENLARGEDPLANS
<br />E3.1 LIGHTING CERTIFICATES AND INSPECTIONS
<br />MECHANICAL
<br />MO.1 SPECIFICATIONS, LEGEND AND ABBREVIATIONS
<br />MO.2 DETAILS
<br />MO.3 SCHEDULES
<br />MO.4 COMPLIANCE CERTIFICATES & INSPECTIONS
<br />MIA FIRST FLOOR PLAN - BLDG A
<br />MI.2 SECOND FLOOR PLAN - BLDG A
<br />M2.1 ENLARGED PLAN - BLDG A
<br />PLUMBING
<br />PO.1 SPECIFICATIONS, LEGEND AND SCHEDULES
<br />PO.2 DETAILS
<br />PLI FIRST FLOORPLAN -BLDG A
<br />P1.2 SECOND FLOOR PLAN -BLDG A, ENLARGED PLANS
<br />01_0111;�
<br />ELEVATION MARK
<br />FIN FLR
<br />Room
<br />ROOM NAME
<br />NUMBER
<br />DOOR MARK
<br />WINDOW MARK
<br />PARTITION TYPE
<br />GYPSUM BOARD
<br />STEEL
<br />V1111A
<br />BATT/LOOSE
<br />BRICK INSULATION
<br />ONCRETE MASONRY H
<br />RIGID INSULATION
<br />UNIT
<br />CONCRETE PLYWOOD
<br />GRAVEL FINISH WOOD
<br />E ARTH DIMENSIONAL WOOD
<br />I VICINITY MAP
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<br />101
<br />ISSUE: FOR CONSTRUCTION
<br />REVISIONS: I I
<br />PROJECT NUMBER
<br />201812
<br />DATE 4-3-19
<br />I I SHEET NUMBER I I
<br />
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