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<br />CODE REVIEW BASED ON FLORIDA BUILDING CODE, 5TH ED. (2014)
<br />LIFE SAFETY DATA
<br />REFERENCE
<br />BUILDING USE GROUP
<br />A-2
<br />FBC SEC. 303.3
<br />CONSTRUCTION TYPE
<br />5B ( ombust-Unorotectedl
<br />FBC SEC. 602.2
<br />BUILDING HEIGHT
<br />ALLOWABLE EAVE HEIGHT
<br />PROPOSED EAVE HEIGHT
<br />2 STORY, 65'
<br />1 STORY. +/-23'-0"
<br />FBC TBL. 503
<br />BUILDING AREA DATA
<br />ALLOWABLE AREA
<br />INCREASE - FRONTAGE,100% OPEN PERIMETER
<br />INCREASE - SPRINKLER SYSTEM
<br />TOTAL ALLOWABLE BUILDING AREA
<br />TOTAL PROPOSED BUILDING AREA
<br />TOTAL PROPOSED GROSS FLOOR AREA
<br />TOTAL PROPOSED GROSS AREA WOUT CANOPIES
<br />9,500 SF
<br />7,125 SF (75%)
<br />18,000 SF
<br />28,500 SF
<br />4,913 SF
<br />4,619 SF
<br />4,514 SF
<br />FBC TBL. 503
<br />FBC 506.2
<br />FBC 506.3
<br />ROOF PRINT
<br />FBC 202
<br />SITE PLAN REF.
<br />FIRE SUPPRESSION
<br />BLDG is FULLY SPRINKLERED
<br />REQUIRED PROTECTION OF BUILDING ELEMENTS
<br />STRUCTURAL FRAME
<br />BEARING WALLS
<br />NONBEARING WALLS AND PARTITIONS -INTERIOR
<br />FLOOR CONSTRUCTION
<br />ROOF CONSTRUCTION
<br />0 HR
<br />0 HR
<br />0 HR
<br />0 HR
<br />0 HR
<br />FBC TBL. 601
<br />EXTERIOR WALL FIRE RESISTANCE RATING
<br />FIRE SEPARATION DISTANCE > 30'
<br />0 HR
<br />FBC TBL. 602
<br />CONCEALED SPACES with SPRINKLERS
<br />ATTIC DRAFTSTOPPING
<br />NOT REQUIRED
<br />FBC 718.4.3
<br />INTERIOR FINISH REQUIREMENTS with SPRINKLERS
<br />EXIT ENCLOSURES AND EXIT PASSAGEWAYS
<br />CORRIDORS
<br />ROOMS & ENCLOSED SPACES
<br />B
<br />8
<br />C
<br />FBC TBL. 803.9
<br />FIRE PROTECTION SYSTEM
<br />FIRE AREA < 5,000 SF
<br />FIRE AREA OCCUPANT LOAD > 200
<br />FIRE AREA AT LEVEL OF EXIT DISCHARGE
<br />REQUIRED
<br />FBC 903.2.1.2
<br />HB 535
<br />MANUAL FIRE ALARM AND DETECTION SYSTEMS
<br />Occupant Load < 300
<br />1 BOX REQUIRED FBC sec. 907.2
<br />ADDITIONAL NOT REQUIRED IBC sec. 907.2.1
<br />MEANS OF EGRESS OCCUPANT LOAD
<br />117.75 LF Fixed Booth Seating @ 18" I occ 79 occ., 49 occ. ACTUAL
<br />884 SF Unconcentrated table/chairs @ 15 SF neVoccupant 59 occ., 79 occ. ACTUAL
<br />422 SF Standing Space @ 5 SF neVoccupant 85 occ.
<br />70 SF Business @ 100 SF gross/occupant 1 occ.
<br />1,962 SF Commercial Kitchen @ 200 SF gross/occupant 10 occ.
<br />TOTAL OCCUPANT LOAD 254 OCC. (GREATEST TOTAL)
<br />FBC 1004.4
<br />FBC thl.1004.1.2
<br />FBC tbl.1004.1.2
<br />FBC tbl.1004.1.2
<br />FBC thl.1004.1.2
<br />REQUIRED EGRESS WIDTH with SPRINKLERS
<br />OTHER EGRESS @ .2"/ OCC
<br />ACTUAL EGRESS WIDTH
<br />OTHER EGRESS
<br />50.8"
<br />150"
<br />FBC SEC. 1005.3.5
<br />FLOOR PLANS
<br />MAX ALLOW. TRAVEL DISTANCE with SPRINKLERS
<br />MAXIMUM ACTUAL TRAVEL DISTANCE
<br />250'
<br />83'
<br />FBC TBL.1016.2
<br />FLOOR PLANS
<br />NUMBER OF EXITS REQUIRED
<br />NUMBER OF EXITS PROVIDED
<br />2
<br />3
<br />FBC TBL. 1015.1
<br />FLOOR PLANS
<br />MINIMUM ROOF COVERING CLASSIFICATION
<br />CLASS C
<br />FBC TBL. 1505.1
<br />ADOPTED AND EFFECTIVE BUILDING CODES, w/ STATE AMENDMENTS
<br />FLORIDA BUILDING CODE - 5TH EDITION
<br />FLORIDA BUILDING CODE, ENERGY - 5TH EDITION
<br />FLORIDA BUILDING CODE, ACCESSIBILITY - 5TH EDITION
<br />FLORIDA FIRE PREVENTION CODE - 5TH EDITION
<br />FLORIDA BUILDING CODE, PLUMBING - 5TH EDITION
<br />FLORIDA BUILDING CODE, MECHANICAL - 5TH EDITION
<br />2011 NATIONAL ELECTRICAL CODE (NFPA 70)
<br />I.._ — .... ._ __ ..._ _1
<br />CODE PLAN
<br />New
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<br />Gall Boulevard (US 301)
<br />,7.eDhVrh111S.0
<br />Florida
<br />SPECIAL INSPECTIONS
<br />1. THE CONTRACTOR SHALL EMPLOY THE SERVIC
<br />, ES OF AN INDEPENDENT
<br />TESTING LABORATORY, OR LABORATORIESAS APPROVED BY ARCHITECT,
<br />TO PERFORM TESTS AND MAKE INSPECTIONS AS SPECIFIED HEREIN.
<br />SERVICES TO BE PERFORMED AS DESCRIBED BELOW SHALL INCLUDE THE
<br />FOLLOWING:
<br />a) SOIL TESTING,
<br />b) CONCRETE,
<br />c) MASONRY.
<br />2. TESTING LABORATORY SHALL BE RESPONSIBLE FOR CONDUCTING AND
<br />INTERPRETING AGREED -UPON TESTS, STATING IN EACH REPORT WHETHER
<br />OR NOT THE TEST SPECIMENS CONFORM TO ALL REQUIREMENTS OF THE
<br />CONTRACT DOCUMENTS, AND SPECIFICALLY NOTING ANY DEVIATIONS
<br />THEREFROM.
<br />3. TESTING LAB SHALL SUBMIT THE FOLLOWING:,
<br />a) INSPECTION REPORTS, COPIES TO OWNERARCHITECT, CONTRACTOR.
<br />b) TEST REPORTS, COPIES TO OWNER, ARCHITECT, CONTRACTOR, AND
<br />COPY OR COPIES TO THE BUILDING DEPARTMENT.
<br />c) A FINAL REPORT OF INSPECTIONS DOCUMENTING COMPLETION OF ALL
<br />REQUIRED INSPECTIONS, AND CORRECTION OF ANY DISCREPANCIES
<br />NOTED IN THE INSPECTIONS SHALL BE SUBMITTED TO THE OWNER,
<br />CONTRACTOR, ARCHITECT & THE BUILDING DEPT.
<br />4. OWNER, ARCHITECT, AND APPROVED TESTING LABORATORY AND THEIR
<br />REPRESENTATIVES SHALL AT ALL TIMES HAVE ACCESS TO THE WORK TO
<br />MAKE INSPECTIONS AND TESTS. CONTRACTOR SHALL PROVIDE PROPER
<br />FACILITIES FOR SUCH ACCESS, INSPECTION AND TESTS.
<br />5. CONTRACTOR SHALL NOTIFY OWNERIARCHITECTITESTING LABORATORY IN
<br />SUFFICIENT TIME BEFORE PERFORMANCE OF WORK TO PERMIT PROPER
<br />CONDUCT OF INSPECTIONS AND TESTS.
<br />6. REPRESENTATIVES OF TESTING LABORATORIES SHALL INSPECT THE
<br />MANUFACTURE, ASSEMBLY AND/OR PLACEMENT OF MATERIALS AS
<br />REQUIRED AND SHALL REPORT THEIR FINDINGS AS OUTLINED ABOVE.
<br />7. WORK SHALL BE CHECKED AS IT PROGRESSES, BUT FAILURE TO DETECT
<br />ANY DEFECTIVE WORK OR MATERIALS SHALL IN NO WAY PREVENT LATER
<br />REJECTION WHEN SUCH DEFECT IS DISCOVERED, NOR SHALL IT OBLIGATE
<br />THE OWNER FOR FINAL ACCEPTANCE.
<br />8. SOIL TESTING:
<br />THE INSPECTOR SHALL DETERMINE THAT THE IN -PLACE DRY DENSITY OF
<br />ANY COMPACTED FILL IS NOT LESS THAN 95% OF THE MAXIMUM DRY
<br />DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED IN ACCORDANCE
<br />WITH ASTM D 1557.
<br />TO BE PERFORMED PERIODICALLY DURING LISTED TASK:
<br />a) VERIFY MATERIALS BELOW SHALLOW FOUN
<br />TY.
<br />DATIONS ARE ADEQUATE TO
<br />ACHIEVE THE DESIGN BEARING CAPACI
<br />b) VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE
<br />REACHED PROPER MATERIAL.
<br />c) PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL
<br />MATERIALS.
<br />d) PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SUBGRADE AND
<br />VERIFY THAT THE SITE HAS BEEN PREPARED PROPERLY.
<br />TO BE PERFORMED CONTINUOUSLY DURING LISTED TASK
<br />a) VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES
<br />DURING PLACEMENT AND COMPACTION OF COMPACTED FILL.
<br />9. TESTING OF CONCRETE:
<br />A) INSPECTION OF REINFORCING STEEL IN COMPLIANCE WITH ACI 318: 3.5,
<br />7.1-7.7.
<br />B) INSPECTION OF REINFORCING STEEL WELDING IN COMPLIANCE WITH AWS
<br />D1.4; ACI 318: 3.5.2.
<br />C) INSPECT BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING
<br />PLACEMENT OF CONCRETE.
<br />D) VERIFY USE OF REQUIRED DESIGN MIX IN COMPLIANCE WITH ACI 318: CH. 4,
<br />5.2-5.4.
<br />E) SAMPLING FRESH CONCRETE AND PERFORMING SLUMP, AIR CONTENT AND
<br />DETERMINING THE TEMPERATURE OF FRESH CONCRETE AT THE TIME OF
<br />MAKING SPECIMENS IN
<br />COMPLIANCE WITH ASTM C 172; ASTM C 31; ACI 318: 5.6, 5.8.
<br />F) INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT APPLICATIONS
<br />TECHNIQUES IN COMPLIANCE WITH ACI 318: 5.9, 5.10.
<br />G) INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE
<br />AND TECHNIQUES IN COMPLIANCE WITH ACI 318: 5.11-5.13.
<br />Restaurant
<br />10. TESTING OF MASONRY CONSTRUCTION:
<br />THE INSPECTOR SHALL VERIFY COMPLIANCE WITH REQUIRED INSPECTION
<br />PROVISIONS OF THE CONSTRUCTION DOCUMENTS AND THE APPROVED
<br />SUBMITTALS SHALL BE VERIFIED. INSPECTIONS SHALL BE PERFORMED IN
<br />ACCORDANCE WITH THE STANDARDS REFERENCED IN THE IBC
<br />DESCRIPTIONS OF EACH.
<br />THE INSPECTOR SHALL VERIFY THE FM AND F'AAC PRIOR TO
<br />CONSTRUCTION.
<br />THE INSPECTOR SHALL CONTINUOUSLY VERIFY THE SLUMP FLOW AND VSI
<br />DELIVERED TO THE SITE FOR SELF -CONSOLIDATING GROUT.
<br />AS MASONRY CONSTRUCTION BEGINS, THE INSPECTOR SHALL
<br />PERIODICALLY VERIFY THE FOLLOWING:
<br />• PROPORTIONS OF SITE -PREPARED MORTAR
<br />• CONSTRUCTION OF MORTAR JOINTS
<br />• LOCATION OF REINFORCEMENT, CONNECTORS, PRE -STRESSING TENDONS,
<br />AND ANCHORAGES
<br />• PRE -STRESSING TECHNIQUE
<br />• GRADE AND SIZE OF PRE -STRESSING TENDONS AND ANCHORAGES.
<br />11. SPECIAL INSPECTIONS SHALL BE PERFORMED BY QUALIFIED TESTING
<br />AGENCY APPROVED IN ADVANCE BY THE ARCHITECT.
<br />01
<br />SHEETINDEX
<br />CIVIL & LANDSCAPE DRAWINGS MECHANICAL,
<br />UNDER SEPARATE COVER ELECTRICAL
<br />ARCHITECTURAL & & PLUMBING
<br />STRUCTURAL
<br />SEAL ALSO COVERS DIVISIONS
<br />1-10, 12, AND 311N PROJECT MANUAL.
<br />T101 TITLE SHEET
<br />S101 FOUNDATION PLAN, DESIGN LOADS, STRUCTURAL NOTES
<br />S102 ROOF FRAMING PLAN, FRAMING DETAILS & SHEAR WALLS
<br />S103 COMPONENT & CLADDING DIAGRAM
<br />A101 FLOOR PLAN
<br />Al02 REFLECTED CEILING PLAN
<br />Al03 FINISH PLAN
<br />Al04 INTERIOR ELEVATIONS, DOOR AND WINDOW TYPES
<br />A105 ROOF PLAN, REFRIGERATION DETAILS
<br />A201 EXTERIOR ELEVATIONS & DUMPSTER ENCLOSURE
<br />A202 BUILDING SECTIONS
<br />A401 WALL SECTIONS
<br />GD101 GARBAGE DUMPSTER ENCLOSURE DETAILS
<br />I FOOD SERVICE - EQUIP. & SEATING PLAN I
<br />FOR REFERENCE ONL
<br />FS1 FOOD SERVICE LAYOUT
<br />SPRINKLER SYSTEM
<br />BUILDING FIRE SUPPRESSION SYSTEM DESIGN SHALL BE PROVIDED BY SUCCESSFUL
<br />BIDDING CONTRACTOR. ALL DOCUMENTATION AND TESTING NECESSARY I REQUIRED
<br />FOR PERMIT APPROVAL SHALL BE ADDRESSED BY SUCCESSFUL BIDDER. BUILDING
<br />SHALL BE FULLY SPRINKLERED WITH WET PIPE SYSTEM.
<br />DEFERRED SUBMITTALS
<br />TYPE I HOOD FIRE SUPPRESSION SYSTEM IS DEFERRED.
<br />GENERAL NOTES
<br />SEE INDIVIDUAL SHEETS FOR SEALS
<br />SEAL ALSO COVERS DIVISIONS
<br />15 & 16 OF PROJECT MANUAL
<br />P101 UNDER FLOOR PLUMBING PLAN, ROOF DRAIN PLAN
<br />P102 GAS PIPING, ABOVE FLOOR PLUMBING, VTR PLANS
<br />P103 FOOD SERVICE ROUGH -IN PLAN & SCHEDULE
<br />P201 PLUMBING SCHEDULE & DETAILS
<br />P301 PLUMBING ISOMETRICS
<br />P302 PLUMBING ISOMETRICS
<br />M101 HVAC PLAN, DIFFUSER SCHEDULE,
<br />M201 HVAC SCHEDULES & DETAILS
<br />M202 GRIDDLE HOOD/EXHAUST SCHEDULE & DETAILS
<br />M203 FRYER HOOD/EXHAUST SCHEDULE & DETAILS
<br />SE101 SITE ELECTRICAL PLAN
<br />SE102 SITE ELECTRICAL DETAILS
<br />E101 LIGHTING PLAN
<br />E102 POWER & COMMUNICATIONS PLAN
<br />E103 KITCHEN & ROOF POWER PLANS
<br />E104 POS SYSTEMS PLAN
<br />E105 POS SYSTEMS ELEVATIONS
<br />E201 RISER DIAGRAM & SCHEDULE
<br />E202 ELECTRICAL SCHEDULES & DETAILS
<br />FOOD SERVICE - GENERAL REFERENCE
<br />FOR REFERENCE ONLY
<br />ALL CHANGES TO THESE PLANS MUST BE APPROVED BY CULVER FRANCHISING SYSTEM, INC.
<br />FS2 FOOD SERVICE PLUMBING PLAN
<br />FS3 FOOD SERVICE ELECTRICAL PLAN
<br />FS3.1 LOW VOLTAGE PLAN
<br />FS4 FOOD SERVICE BUILDING WORKS PLAN
<br />FS5 FOOD SERVICE MEP SCHEDULE
<br />FS6 FOOD SERVICE MEP SCHEDULE
<br />FS7 FOOD SERVICE ELEVATIONS AND DETAILS
<br />FS8 FOOD SERVICE ELEVATIONS
<br />FS9 FOOD SERVICE ELEVATIONS
<br />FS10 FOOD SERVICE REFRIGERATION DETAILS
<br />THESE PLANS AND THE DESIGN THEY REPRESENT ARE THE PROPERTY OF OLLMANN ERNEST MARTIN ARCHITECTS. NO PART OF THESE PLANS MAY BE COPIED OR
<br />DUPLICATED IN ANY WAY WITHOUT WRITTEN PERMISSION FROM OLLMANN ERNEST MARTIN ARCHITECTS.
<br />THE ARCHITECT DOES NOT SUPERVISE, WILL NOT BE RESPONSIBLE FOR AND WILL NOT HAVE CONTROL OF CONSTRUCTION MEANS, METHODS, TECHNIQUES, OR
<br />PROCEDURES, OR FOR SAFETY PRECAUTIONS.
<br />ALL CONTRACTORS SHALL BE RESPONSIBLE FOR WORK COMPLYING WITH LOCAL CODES.
<br />DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE. CONTACT ARCHITECT IF DISCREPANCIES OCCUR.
<br />0 1" 2" 3" 4° 5" 6" 7"
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<br />INDEX THIS PAGE
<br />FOR ARCHITECT &
<br />ENGINEER SEALS
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<br />to OEMA written approval.
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