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GENERAL PLAN NOTES:
<br />1. THE GENERAL CONTRACTOR (G.C.) SHALL FIELD VERIFY ALL POSSIBLE EXISTING CONDITIONS PRIOR TO CONSTRUCTION. G.C. SHALL
<br />IMMEDIATELY INFORM THE DESIGN PROFESSIONAL OF ANY CONFLICTS WITH THE WORK PROPOSED IN THESE PLANS. G.C. SHALL IMMEDIATELY
<br />INFORM THE DESIGN PROFESSIONAL OF ANY DISCREPANCIES HE/SHE DISCOVERS WITHIN THESE PLANS.
<br />2. DO NOT SCALE THESE DRAWINGS. USE FIGURED DIMENSIONS FOR NEW CONSTRUCTION. FIXTURES (LIGHTS, ETC) ARE NOT DIMENSIONED SO
<br />THEY CAN BE COORDINATED WITH FURNITURE AND INTERIOR DESIGNER.
<br />3. IT IS THE G.C.'S RESPONSIBILITY THAT ALL CONSTRUCTION (AND DEMOLITION) IS TO PROCEED ONLY IN STRICT ACCORDANCE WITH ALL
<br />CURRENT, APPLICABLE LOCAL CODES & ORDINANCES.
<br />4. THESE PLANS & SPECIFICATIONS ARE TO BE USED IN THEIR ENTIRETY. IT SHALL BE THE RESPONSIBILITY OF THE G.C. TO COORDINATE
<br />BETWEEN ALL SYSTEMS & TRADES SO AS TO AVOID CONFLICTS.
<br />5. THE G.C. SHALL SUBMIT TO THE DESIGNER PROFESSIONAL SHOP DRAWINGS, CUT -SHEETS AND/OR SAMPLES OF ALL MATERIALS, FINISHES,
<br />FIXTURES, & EQUIPMENT FOR APPROVAL PRIOR TO ANY ORDERING, FABRICATION OR INSTALLATION. G.C. SHALL ALLOW (2) WEEKS MIN. FOR
<br />THESE REVIEWS AND THEIR RETURN.
<br />6. G.C. SHALL FIELD VERIFY ALL EXISTING UTILITY LINE LOCATIONS (INCLUDING TIE-IN ELEVATIONS) & COORDINATE WITH ALL PROPOSED WORK.
<br />7. ANY PIPING IN OPEN PLENUM CEILING SHALL BE WRAPPED WITH 1 HOUR FIRE RATED TAPE.
<br />8. G.C. TO COORDINATE MECHANICAL, PLUMBING & ELECTRICAL CONTRACTORS WITH SHELL CONTRACTOR TO VERIFY ALL SPACE REQUIREMENTS
<br />PRIOR TO SETTING OF STRUCTURAL ITEMS.
<br />9. G.C. TO COORDINATE THESE PLANS WITH ANY INTERIOR DESIGN PLANS INCLUDING SPECIAL WALL OR CEILING FINISHES, MOULDING OR
<br />WOODWORK, FIXTURES, BUILD -OUT & CABINETRY WHICH HAS INTERIOR DESIGNER & DESIGN PROFESSIONALS APPROVAL.
<br />10. G.C. SHALL BE RESPONSIBLE TO PROVIDE ALL MATERIALS AND LABOR AS NECESSARY TO CONSTRUCT THE FACILITY DEPICTED ON THESE
<br />PLANS. CONTRACTOR SHALL SECURE AND PAY FOR ALL NECESSARY PERMITS, LICENSES, INSPECTIONS AND ALL OTHER REQUIRED FEES. THIS
<br />CONSTRUCTION SHALL BE CONSTRUCTED IN FULL COMPLIANCE WITH ALL APPLICABLE CODES, ORDINANCES, AND GOVERNMENTAL REGULATIONS
<br />IN EFFECT AT THE TIME OF CONSTRUCTION. G.C. SHALL TURN OVER TO THE OWNER A CLEAN FACILITY, WITH A CERTIFICATE OF OCCUPANCY,
<br />RECORD DOCUMENTS, INSPECTION CERTIFICATES, WARRANTIES AND BONDS, EVIDENCE OF PAYMENT AND RELEASE OF LIENS, AND OPERATION
<br />AND MAINTENANCE MANUALS.
<br />11. UPON SUBSTANTIAL COMPLETION OF CONSTRUCTION, G.C. SHALL WALK THE FACILITY WITH THE OWNER AND DEMONSTRATE OPERATION OF
<br />EQUIPMENT, RECORD ITEMS OWNER ARE DISSATISFIED WITH AND COORDINATE SUBCONTRACTORS CORRECTION OF SAME.
<br />12. G.C. SHALL TAKE FIELD MEASUREMENTS AND SUBMIT SHOP DRAWINGS WHICH ILLUSTRATE EXACT PRODUCT PROPOSED, DIMENSIONS,
<br />FABRICATION, LAYOUT, SETTING OR ERECTION DETAILS AS NECESSARY TO CLEARLY DEPICT TO THE DESIGN PROFESSIONAL THE INTENDED
<br />MATERIALS AND METHODS OF CONSTRUCTION. SUBMIT CUT SHEETS, BROCHURES, PERFORMANCE CHARTS, AND PALETTE OF AVAILABLE
<br />PATTERNS AND COLORS WHERE DESIGN PROFESSIONALS SELECTION IS REQUIRED. IDENTIFY ANY DEVIATIONS FROM CONTRACT DOCUMENTS.
<br />13. PRODUCT MANUFACTURERS SHALL BE COMPANIES SPECIALIZING IN THE PRODUCTION OF THEIR SPECIFIC PRODUCT WITH A MINIMUM THREE
<br />YEARS DOCUMENTED EXPERIENCE. COMPLY FULLY WITH MANUFACTURER'S INSTRUCTIONS, AND INDUSTRY STANDARDS. INSURE THAT WORK IS
<br />ONLY PERFORMED BY PERSONS PROPERLY TRAINED AND QUALIFIED TO PERFORM WORK TO INDUSTRY STANDARDS. AS A RULE OF
<br />TOLERANCE, ALL WORK SHALL BE WITHIN 1/8" TO 10" OF FLAT, LEVEL AND TRUE.
<br />14. OCCUPANCY SENSORS ARE REQURIED IN SPACE FOR ANY BUILDING (NOT TENANT) THAT IS OVER 5,000 S.F.
<br />15. ALL MATERIALS USED IN CONSTRUCTION SHALL BE NEW AND IN ORIGINAL WRAPPER WHEN DELIVERED TO THE SITE. G.C. SHALL BE
<br />RESPONSIBLE TO PROTECT MATERIALS FROM SOILING, MOISTURE DISFIGUREMENT, OR DAMAGE.
<br />16. ALL SUBSTITUTIONS SHALL BE APPROVED BY DESIGN PROFESSIONAL.
<br />17. ALL DIMENSIONS SHOWN ON THIS PLAN ARE NOMINAL AND SHOW DESIGN IN TEST ONLY. THE G.C. SHALL BE RESPONSIBLE TO ADJUST
<br />ACTUAL CONSTRUCTION DIMENSIONS SLIGHTLY TO ALL FOR EXACT MATERIAL THICKNESSES. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS
<br />TAKE PRECEDENCE OVER SCALE DIMENSIONS.
<br />18. THESE DRAWINGS ARE DIAGRAMMATIC AND ARE INTENDED TO SHOW DESIGN INTENT ONLY. THEY DO NOT SHOW EVERY MINOR DETAIL OF
<br />CONSTRUCTION. IT IS THE INTENT OF THE CONTRACT DOCUMENTS TO CALL FOR FINISHED WORK, TESTED AND READY FOR OPERATION. ALL
<br />TRADES ARE RESPONSIBLE FOR FURNISHING COMPLETE BUILDING SYSTEMS AND ALL ITEMS THAT WOULD NORMAL BE CONSIDERED INCIDENTAL
<br />T THEIR INSTALLATION. ANY APPARATUS, APPLIANCE, MATERIAL, OR WORK NOT SHOWN ON THE DRAWINGS L,_' r MENTIONED IN THE
<br />SPECIFICATIONS, OR VICE VERSA, OR ANY INCIDENTAL ACCESSORIES NECESSARY TO MAKE THE WORK COMPLETE IN ALL RESPECTS AND READY
<br />FOR OPERATION SHALL BE FURNISHED AN INSTALLED BY THE CONTRACTOR WITHOUT ADDITIONAL EXPENSE TO THE OWNER. ALL SYSTEMS AND
<br />THEIR ASSOCIATED CONTROLS MUST BE COMPLETELY INSTALLED, CONNECTED AND OPERATING TO THE SATISFACTION OF THE OWNER.
<br />19. KEEP ONE (1) SET OF RECORD DRAWINGS FOR AS-BUILTS AT THE JOB SITE. NEATLY MAKE CHANGES WITH RED PENCIL. SHOW ACTUAL
<br />LOCATIONS OF ITEMS AS INSTALLED. MARKUP SCHEDULES TO SHOW CORRECT DATA. AT COMPLETION OF PROJECT, SIGN SETS OF PRINTS
<br />CERTIFYING THAT THESE PRINTS ARE ACTUAL AS -BUILT CONDITIONS AND TURN OVER TO DESIGN PROFESSIONAL.
<br />20. CUTTING OF STEEL, WOOD, OR OTHER MAIN STRUCTURAL MEMBERS IS NOT ALLOWED WITHOUT WRITTEN APPROVAL OF STRUCTURAL
<br />ENGINEER PRIOR TO CUTTING.
<br />21. THE G.C. AND ALL SUBCONTRACTORS SHALL VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS AND NOTIFY
<br />THE DESIGN PROFESSIONAL OF ANY OBSERVED DISCREPANCIES PRIOR TO SUBMISSION OF BIDS.
<br />22. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE DIMENSIONS.
<br />23. ANY WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.
<br />24. ALL EXPOSED METAL TO BE PAINTED. COLOR AS SELECTED BY THE DESIGN PROFESSIONAL.
<br />25. ALL FIRE RATED WALLS AND PARTITIONS AND PARTITIONS INSULATED FOR SOUND TRANSMISSION ARE TO RUN CONTINUOUS FROM FLOOR
<br />TO UNDERSIDE OF ROOM DECK AND ABOVE. ALL JOINTS TO BE TAPED AND SPACKLED AND ANY DUCT PENETRATIONS TO BE FIRE DAMPERED
<br />AS REQUIRED BY CODE.
<br />26. ALL CEMENT PLASTER OR PORTLAND CEMENT BOARD ABUTTING OTHER MATERIAL TO BE FURNISHED WITH METAL EDGE STRIPS. ALL
<br />PIPING, DUCT WORK, AND CONDUIT TO BE CONCEALED. WALLS AND/OR PARTITIONS TO BE FURRED OUT AS REQUIRED TO PROVIDE MINIMUM
<br />COVER.
<br />27. ALL ELECTRICAL CABINETS, FIRE EXTINGUISHERS, CABINETS AND OTHER RECESSED EQUIPMENT IN FIRE RATED WALLS SHALL BE BACKED
<br />WITH 5/8" TYPE X GYPSUM BOARD OR AS REQUIRED TO MAINTAIN THE RATING. PROVIDE DOUBLE STUDS OR BLOCKING AS REQUIRED TO
<br />SUPPORT WALL MOUNTED EQUIPMENT, ALL WOODS BLOCKING SHALL BE FIRE RETARDANT TREATED. METAL STUDS MAY BE USED IN LIEU OF
<br />WOOD BLOCKING.
<br />DEMOLITION NOTES
<br />1. THE DEMOLITION PLAN REPRESENTS THE GENERAL DEMOLITION AND DOES NOT COVER ALL ASPECTS OF THE DEMOLITION REQUIRED TO
<br />COMPLETE THIS PROJECT. IT IS THE RESPONSIBILITY OF THE G.C. TO CO-ORDINATE BETWEEN ALL TRADES, TYP.
<br />2. EACH SUB -CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO OR DURING DEMOLITION TO CO-ORDINATE THE REQUIRED DEMOLITION FOR
<br />THEIR TRADE. ADDITIONAL DEMOLITION NOT CO-ORDINATED WILL BE THE RESPOSIBUITY OF THE G.C.AND HIS SUB -CONTRACTOR, TYP.
<br />3. THE G.C. AND HIS SUB -CONTRACTORS ARE RESPONSIBLE FOR THE MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES
<br />REQUIRED FOR THE DEMOLITION INCLUDING BUT NOT LIMITED TO SHORING, STAGING, TEMPORARY BRACING AND THE CONSTRUCTION OF NEW
<br />SUPPORT SYSTEMS REQUIRED PRIOR TO ANY DEMOLITION, TYP.
<br />SITE SPECIFIC NOTES
<br />IMPORTANT NOTE: ALL FIRE WALLS AND PENETRATIONS ARE EXISTING AND NO ALTERATIONS OR PENTRACTIONS ARE PROPOSED. ALL CONDUIT
<br />THRU FIRE WALLS ARE EXISTING AND CONSTRUCTED PER CDDE WHEN THE BUIDLING WAS CONSTRUCTED. SOME PORTIONS OF THE WALL SHALL BE
<br />IN DISREPAIR AND SOME PENETRATIONS MAY NOT COMPLY WITH A 1 HOUR RATING, CONTRACTOR SHALL REPAIR PORTION OF WALL USING .625"
<br />TYPE "X" DRYWALL BOTH SIDES AND CAULK ALL PENETRATIONS WITH 1 HOUR FIRECAULK.
<br />SCOPE OF WORK: A PORTION OF THE SPACE IS A EXISTING VANILLA SHELL W/CONCRETE FLOORS, AND FIRE RATED DEMISING WALL - THE ROUGH
<br />IN FOR A BATHROOM EXIST BUT NO FIXTURES ARE PRESENT. THE OTHER PORTION OF THE SPACE IS A EXISTING FINISHED ACCOUNTING OFFICE
<br />WITH ONE BATHROOM PRESENT. A GYM FACILITY IS PROPOSED WITH 3 TOTAL BATHROOMS, TANNING ROOM, PERSONAL TRAINER OFFICE AND
<br />MANAGER OFFICE. ALL NEW ELECTRICAL SHALL TIE INTO EXISTING PANEL. ALL NEW HVAC SHALL TIE INTO 2 - EXISTING ROOFTOP PACKAGE UNITS.
<br />SLAB/FOUNDATION NOTE: EXISTING SLAB TO REMAIN - CUT SLAB AS NEEDED FOR RELOCATION OF PLUMBING. DO NO CUT STRUCTURAL FOOTER
<br />WITHOUGHT WRITTEN CONSENT FROM STRUCTURAL ENGINEER. FILL CUT AREAS WITH 4" THICK 2500 PSI CONCRETE WITH 10 X 10 - 6X6 W.W.F.
<br />OVER CLEAN COMPACTED SOIL. DOWELS ARE NOT REQUIRED IF CUT IS LESS THAN 24" WIDE.
<br />NOTE:
<br />1. ALL EXTERIOR COMPONENTS ARE EXISTING AND NO CHANGES ARE PROPOSED
<br />2. G.C. SHALL SUBMIT SEPERATE LOW VOLTAGE, FIRE ALARM, AND FIRE SPRINKLER APPLICATION AND SHALL BE SEPERATE PERMIT.
<br />3. EXISITNG OCCUPANT CLASSIFICATION IS GROUP B - BUSINESS PER REQUIREMENTS AND DEFINITIONS PURSUANT TO FFPC 101: SECTION 6.1.1.1.1
<br />4. OCCUPANT COUNT SHALL BE CALCULATED AS FOLLOWS: 15 S.F. PER OCCUPANT - EXERCISE AREAS (3,328 S.F. - 222 OCC), 100 S.F. PER
<br />OCCUPANT OFFICES/TANNING AREA (265 S.F. - 3 OCC), 300 S.F. PER OCCUPANT AT STORAGE/MECH AREAS (143 S.F. - 1 OCC), BATHROOMS ARE
<br />ACCESSORY USE AND NOT CALCULATED (263 S.F. - 0 OCC.) =====226 OCCUPANTS
<br />5. ALL EMERGENCY LIGHTING SHALL BE TIED TO LIGHTING CIRCUITS IN SAME ROOM OR AREA AND WIRED AHEAD OF SWITCHES - NO SEPERATE
<br />CIRCUITS
<br />6. THESE DRAWINGS SHALL BE IN FULL COMPLIANCE WITH CHAPTER 43 OF THE 2007 FLORIDA FIRE PREVENTION CODE
<br />7. NO FIRE ALARM EXIST OR SHALL BE PROPOSED. DELETE ALL REFERENCES ON THIS PLAN TO ANY SMOKE DETECTORS AS NONE SHOULD BE
<br />INSTALLED
<br />8. DUCT DETECTION SHALL BE PLACED ON SUPPLY SIDE OF ALL EXIST. AND PROP. A/C AND ACTIVATION OR TROUBLE SHALL CAUSE A VISUAL
<br />AND AUDIBLE SIGNAL IN A NORMALLY OCCUPIED AREA
<br />9. AFTER THE INSTALLATION OF THE SPRINKLER SYSTEM - THE FANS SHALL BE LOCATED SO THAT THERE ARE NO CONFLICTS BETWEEN FAN
<br />COVERAGE AREA VS SPRINKLERS. SPRINKLERS GOVERN.
<br />10. CORRIDORS SHALL BE IN COMPLIANCE WITH FBC 1017.1
<br />CODE/PROJECT INFORMATION
<br />PROPERTY ADDRESS:
<br />7341 GALL BLVD
<br />ZEPHRYHILLS, FL 33541
<br />ZEPHRYHILLS COMMONS PLAZA
<br />CODES:
<br />FLORIDA BUILDING CODE, 2007 ED. W/2009
<br />ADMEND.
<br />FLORIDA PLUMBING CODE, 2007 ED. W/2009
<br />ADMEND.
<br />FLORIDA MECHANICAL CODE, 2Q07, �D,,• W/2009
<br />ADMEND.
<br />2007 FLORIDA FIRE PREVENTION CODE. AND
<br />2008 NEC
<br />ACCESIBILITY - FLORIDA BUILDING CODE, 2007 ED - CHAPTER 11
<br />BUILDING INFORMATION:
<br />BUILDING CRITERIA
<br />CODE PROVISION
<br />1. SITE REQUIREMENTS
<br />THERE ARE NO CHANGES TO EXISTING BDG. CONSTRUCTION OR USE
<br />2. PROPOSED OCCUPANCY USE
<br />GROUP A3 - ASSEMBLY
<br />3. TYPE OF CONSTRUCTION
<br />TYPE II UNPROT. - FULLY SPRINKLERED (FFPC - TYPE II-000)
<br />4. ALLOWABLE BUILDING HEIGHT
<br />EXISTING
<br />5. NUMBER OF STORIES
<br />1-STORY EXISTING
<br />6. GROSS LEASE AREA
<br />3,999 GROSS S.F.
<br />7. FIRE RESISTANT CONSTR. REQ.
<br />EXIST. SPRINKLERED (REQUIRED PERMIT BY OTHERS)
<br />8. FIRE SUPPRESSION SYSTEMS
<br />SPRINKLERED m
<br />9. OCCUPANCY SEPERATION REQ.
<br />1 HOUR EXISTING - ALL PENETRATIONS EXISTING TO REMAIN
<br />10. OCCUPANT LOAD a
<br />226 OCCUPANTS - SEE NOTE #4
<br />11. NUMBER OF EXITS PROVIDED
<br />4 EXISTING - 0 PROPOSED
<br />12. MAXIMUM ALLOWABLE DEAD END
<br />20'-0"
<br />13. MAXIMUM TRAVEL DISTANCE
<br />250'-0"
<br />15. MINIMUM EXIT AISLE / CORRIDOR WIDTH 36"
<br />16. MINIMUM CLEAR WIDTH @ EXIT DOOR 32"
<br />17. MINIMUM INTERIOR FINISH CLASSIFICATION (NFPA)..
<br />LOCATION CLASS
<br />ASSYMBLY AREAS WALLS & CEILING A, B OR C (IF OCCUPANCY IS < 300)
<br />ENCLOSED STAIRWAYS A
<br />CORRIDORS & LOBBIES A OR B
<br />18. PLUMBING FIXTURE COUNT/REQ.
<br />226 OCCUPANTS
<br />19. MINIMUM INTERIOR WALL &` CEILII'WhW't RIQ".± - 6Y� 100CUPANdY (FTC) t
<br />OCCUPANCY LOCATION CLASS
<br />A3 -SPRINKLERED EXITS B
<br />EXIT ACCESS C
<br />OTHER C
<br />A3 - UN-SPRINKLERED EXITS A
<br />EXIT ACCESS A
<br />OTHER C
<br />PLUMBING FIXTURE COUNT
<br />DRINKING FOUNTAIN
<br />LAV
<br />SERVICE SINK
<br />REQUIRED
<br />1 PER 500
<br />MEN 1 WC PER 125
<br />1 LAV PER 200
<br />1 SERVICE SINK
<br />WOMEN 1 WC PER 65
<br />1 LAV PER 200
<br />226 OCC COUNT (113 MEN, 113 WOMEN)
<br />DRINKING FOUNTAIN
<br />WC
<br />LAV
<br />SERVICE SINK
<br />PROVIDED
<br />1
<br />MEN
<br />1
<br />1
<br />1 PROPOSED
<br />WOMEN
<br />2
<br />2
<br />19. LEVEL OF ALTERATION
<br />ALLOWABLE OCCUPANTS
<br />DOOR # 1 (36" SINGLE
<br />DOOR)
<br />36"/0.2 =
<br />180 OCCUPANTS
<br />OOR 2 (6" SI GLE
<br />D OR)
<br />36" .2 =
<br />80 0 UPA S
<br />DOOR # 3 (36" SINGLE
<br />DOOR)
<br />36"/0.2 = 180 OCCUPANTS
<br />DOOR # 4 (36" SINGLE
<br />DOOR)
<br />36"/0.2 = 180 OCCUPANTS
<br />2
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<br />THE CHANGE OF OCCUPANCY SHALL BE
<br />IN COMPLIANCE, WITH FBC CHAPTER- 9
<br />EXIST./DEMO PLAW
<br />REFERENCE ONLY
<br />INDEX OF DRAWIN(
<br />ARCHITECTURAL
<br />C1 - COVER PAGE
<br />C2 - GENERAL INFORMATION
<br />HC1 - HANDICAP DETAILS
<br />Al- FLOOR PLAN
<br />A2 - RESTROOM PLANS / INT. ELEVATIONS
<br />A3 - SCHEDULES
<br />A4 - WALL TYPES
<br />A5 - REFLECTED CEILING PLAN
<br />A6 - LIFE SAFTEY PLAN
<br />MECHANICAL, ELECTRICAL. PLUMBING
<br />E1 ELECTRICAL PLAN
<br />E2 NOTES / CALCULATIONS
<br />P1 PLUMBING PLAN / NOTES / DETAILS
<br />M1 MECHANICAL PLAN
<br />FIRE SPRINKLER PERMIT BY OTHERS. THIS OFFICE HAS
<br />PREFORMED A STUDY REGARDING THE FUTURE FIRE
<br />SPRINKLER DESIGN AND DETERMINED THAT THE COST FOR
<br />MODIFICATION TO THE EXISTING SPRKINLER SYSTEM WILL
<br />BE LESS THAN $5,000 AND WILL CONTAIN LESS THAN 49
<br />SPRINKLER HEADS IN SPACE
<br />a Nil,
<br />L
<br />ENGINEER OF RECORD:
<br />COOL AND COBB
<br />ENGINEERING CO.
<br />CERT OF AIJTH , ATION #29713
<br />FL LIC_tJSt #16921
<br />203 WES i" IAAf ST.
<br />AVON PARK, FL 33825
<br />PH. 863.657.2323
<br />DRAFTING SERVICES BY:
<br />MICHAEL GARRISON
<br />224 DATURA ST. #401
<br />WEST PALM BEACH, FL 33401
<br />561.835.9744
<br />LIENT:
<br />ORANGEWOOD
<br />BUILDERS
<br />ADDRESS:
<br />1105 WEST CIRCLE ST
<br />AVON PARK, FL 33825
<br />863.452.6400
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<br />REVISIONS/SUBMITTALS:
<br />ID 065C DATE
<br />PERMIT SUBMITTAL 112.19.1
<br />I I AS BUILTS D.11.121
<br />DRAWN BY:
<br />CHECKED BY:
<br />PROJECT #:
<br />DATE:
<br />iOG
<br />COOL&COBS
<br />5.11.12
<br />C 2
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