The URL can be used to link to this page

Home My WebLink AboutGN-1MAVER ABBREVIATIONS AB ANCHOR BOLT MATL MATERIAL A/C AIR CONDITIONING MECH MECHANICAL AFF ABOVE FINISH FLOOR MEMB MEMBRANE ALUM ALUMINUM MTL MEAN TIDE LEVEL APPROX APPROXIMATELY MFC METAL FURRING CHANNEL ARCH ARCHITECTURAL / ARCHITECT MFR MANUFACTURER BD BOARD MIN MINIMUM BLDG BUILDING MIR MIRROR BLK BLOCK MISC MISCELLANEOUS BOT / BOTT BOTTOM MO MASONRY OPENING BRG BEARING MR MOISTURE RESISTANT BTWN BETWEEN MT METAL THRESHOLD CAB CABINET NAT NATURAL CLG / CEIL CEILING NIC NOT IN CONTRACT CEM CEMENT # NUMBER CL CLOSET NOM NOMINAL CLR CLEAR NTS NOT TO SCALE COL COLUMN OA OVERALL / OUTSIDE AIR CONC CONCRETE OC ON CENTER CONST CONSTRUCTION OPNG OPENING CONT CONTINUOUS OPP OPPOSITE CONTR CONTRACTOR ORIG ORIGINAL CT CERAMIC TILE PART PARTITION CTR CENTER PL PLATE DEG (°) DEGREE PLAS PLASTER DEPT DEPARTMENT PLWD PLYWOOD DTL DETAIL PNL PANEL DF DRINKING FOUNTAIN PNT/ PTD PAINT/ PAINTED DIA DIAMETER POL POLISHED DIM DIMENSION PREFAB PREFABRICATED DIN DOWN PROJ PROJECT DR DOOR PSF POUNDS PER SQUARE FOOT DWG DRAWING PSI POUNDS PER SQUARE INCH EA EACH PT PRESSURE TREATED EL/ELEV ELEVATION PVMT PAVEMENT ELEC ELECTRIC / ELECTRICAL QTY QUANTITY EQ EQUAL REF REFRIGERATOR EQUIV EQUIVALENT READ REQUIRED EQUIP EQUIPMENT REINF REINFORCED / REINFORCING EW EACH WAY RET RETURN EXH EXHAUST REV REVERSE / REVISION EXIST EXISTING RGD RIGID EXT EXTERIOR RM ROOM FD FLOOR DRAIN RO ROUGH OPENING FIN FINISH SCHED SCHEDULE FIX FIXTURE SD SOAP DISPENSER FL FLOOR SEP SEPARATE FLUOR FLUORESCENT SECT SECTION FTG FOOTING SHLF SHELF FURR FURRING SHT SHEET GA GAGE/GAUGE SIM SIMILAR GALV GALVANIZED SPEC SPECIFICATION GL GLASS / GLAZING SPKR SPEAKER GR GRADE SQ SQUARE GYP GYPSUM STD STANDARD HB HOSE BIBB STL STEEL HCP HANDICAP STOR STORAGE HDWR HARDWARE SUB SUBSTITUTE / SUBSTRATE HDWD HARDWOOD SURF SURFACE HGT HEIGHT SUSP SUSPEND/SUSPENDED HM HOLLOW METAL SYS SYSTEM HR HOUR T&G TONGUE & GROOVE HVAC HEATING / VENTILATING TEL TELEPHONE HW HOT WATER THK THICK / THICKNESS IN INCH TPH TOILET PAPER HOLDER INCAND INCANDESCENT TRANS TRANSFORMER INCL INCLUDE TYP TYPICAL INFO INFORMATION UGND UNDERGROUND INSUL INSULATE / INSULATION UL UNDERWRITERS LAB. INT INTERIOR VERT VERTICAL KIT KITCHEN W/ WITH LAM LAMINATED WC WATER CLOSET LAV LAVATORY WH WATER HEATER LB / LBS POUND / POUNDS WM WIRE MESH LIN LINEAR W/O WITHOUT LL LIVE LOAD WP WATERPROOF LT LIGHT WS WEATHER STRIPPING LVR LOUVER WWF WELDED WIRE FABRIC SYMBOLS LEGEN D rF�� D NORTH ARROW PARTITION TYPE TAG NORTH OX WINDOW TYPE TAG Al X ELEVATION XXX XXX DOOR TYPE TAG CEILING HT. VERTICAL ELEVATION X XXX BUILDING /WALL @ EL. # TAG SECTIONS Ai REVISION TAG X XXX DETAIL XX.XX MATERIAL OR TILT PANEL KEYNOTE ROOM X/� INTERIOR ELEVATIONS NAME XXX I ROOM TAG DRAWING TITLE -__� TITLE 1 SHEET NUMBER SCALE: A-1.01 CK BOAT GROUP, PHASE II -FOUNDATION ADDITION 3207 Industrial 29th Street Fort Pierce, FL 34946 GENERAL NOTES 1. DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS. ANY DIMENSION NOT GIVEN OR MISLABELED SHALL BE CONFIRMED WITH THE ARCHITECT PRIOR TO CONSTRUCTION. 2. ANY DISCREPANCIES WITH THE DRAWINGS DIMENSIONS OR OTHERWISE SHALL BE BROUGHTTO THE ARCHITECT'S ATTENTION PRIOR TO PURCHASING OF MATERIALS, PROJECT COMPONENTS AND COMMENCEMENT OF CONSTRUCTION. 3. ALL WORK TO BE PERFORMED UNDER THIS CONTRACT SHALL COMPLY WITH THE CURRENT BUILDING CODE AS STATED ON THE BUILDING CODE SUMMARY IN THESE DOCUMENTS, AS WELL AS ALL CITY ORDINANCES, RULES AND REGULATIONS. ALL WORK SHALL CONFORM TO FLORIDA STATE STATUTES. 4. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE CONTRACT DOCUMENTS, AND CONTRACT SUPPLEMENTS RELATIVE TO THE SCOPE OF THE WORK RELATING TO THIS PROJECT. 5. GENERAL CONTRACTOR SHALL CALL 1-800-432-4770 (CALL BEFORE YOU DIG), TWO FULL BUSINESS DAYS BEFORE DIGGING, CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DISRUPTION TO ANY UTILITY SERVICES DAMAGED. 6. THE CONTRACTOR SHALL TAKE APPROPRIATE ACTION TO PROVIDE THE NECESSARY PROTECTION OF THE GENERAL PUBLIC AND PREVENT ACCESS TO THE PROJECT SITE. THE CONTRACTOR IS TO SECURE THE SITE WITH ADEQUATE SAFETY MEASURES TO PREVENT ACCESS TO THE PUBLIC OF AREAS UNDER CONSTRUCTION. 7. IT IS RECOGNIZED THAT THE CONTRACT DOCUMENTS DO NOT COVER SOME CONDITIONS OR MODIFICATIONS WHICH MAY BE REQUIRED AND WHICH MAY NOT ACCURATELY REFLECT THE EXISTING CONDITIONS, IT IS HOWEVER, INTENDED THAT THE CONDITIONS NOT DETAILED OR NOT SHOWN ACCURATELY SHALL BE DEVELOPED THOUGH THE TRADE CONTRACTORS VIA SHOP DRAWINGS, REPORTS OR SPECIFICATIONS TO THE SAME LEVEL OR AESTHETICS AND IN COMPLIANCE WITH THE PERFORMANCE CRITERIA AS INDICATED FOR DETAILED AREAS AND STIPULATED IN THESE DOCUMENTS. THE CONTRACTOR, IN THEIR PREPARATION OF THEIR BID, IS TO VISIT THE SITE AND DETERMINE THE EXISTING CONDITIONS FOR THEMSELVES. THE TRADE CONTRACTORS BY ACCEPTING A CONTRACT FOR THE WORK ACKNOWLEDGES THIS AND AGREES THAT THE OWNER AND ARCHITECT SHALL HAVE THE FINAL APPROVAL. 8, ANY SUBSTITUTIONS, REVISIONS, 0RADDITIONS PROPOSED BY THE CONTRACTOR OR THEIR SUB -CONTRACTORS SHALL BE SUBMITTED TO OWNER FOR APPROVAL PRIOR TO IMPLEMENTATION. THE ARCHITECT IS NOT RESPONSIBLE FOR THE TECHNIQUES, MEANS, AND METHODS EMPLOYED BY THE CONTRACTOR OR THEIR SUBCONTRACTORS FOR THE FABRICATION OR INSTALLATION OF ANY SPECIFIED ITEM OR MATERIAL. IT IS THE RESPONSIBILITY OF THE PARTY SUBMITTING THE SUBSTITUTION REQUESTTO RESEARCH AND QUALIFY THAT PERFORMANCE AND CONSTRUCTION SPECIFICATIONS MEET THOSE OF THE ORIGINALLY SPECIFIED ITEM OR MATERIAL PRIORTO SUBMISSION OF SUBSTITUTIONS TO THE DESIGNER. 9. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND REPORT ANY CONDITIONS WHICH ARE IN CONFLICT WITH THE DRAWINGS AND SPECIFICATIONS TO ARCHITECT IMMEDIATELY. DO NOT PROCEED WITH CONSTRUCTION UNTIL ALL DISCREPANCIES ARE RESOLVED. ALL CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF ALL GOVERNING FEDERAL, STATE, AND LOCAL BUILDING CODES, 10. DIMENSIONS INDICATED ON THE DIMENSION PLAN ARE TO THE FACE OF STUD OR CONCRETE SUBSTRATE. 11. GENERAL CONTRACTOR SHALL NOTIFY THE ELECTRICAL CONTRACTOR AND/OR OWNER IF CONFLICTS OCCUR BETWEEN LIGHTING AND OTHER TRADES OR BUILDING STRUCTURE. DO NOT PROCEED WITH INSTALLATION IN THAT AREA UNTIL CONFLICT HAS BEEN RESOLVED TO THE SATISFACTION OF THE OWNER AND CONTRACTOR. 12. NOTIFY THE OWNER IMMEDIATELY IF THE REMOVAL OR INSTALLATI ON OF LIGHTING, PLUMBING, MECHANICAL, ELECTRICAL SYSTEMS OR COMPONENTS WILL ADVERSELY AFFECTTHE OPERATION OF EXISTING SITE ELECTRICAL OR MEP SYSTEMS OUTSIDE THE SCOPE OF WORK. 13. CONTRACTOR TO COORDINATE AND SUPPLY, LOCATION, & REMOVAL OF DUMPSTERS FOR DEMOLITION & CONSTRUCTION. 14. FINISHES, EQUIPMENT, HARDWARE, FURNISHINGS, APPLIANCES AND LIGHTING NOTSPECIFIEDARE TO BE APPROVED BY OWNER PRIOR TO PURCHASING MATERIALS. CONTRACTOR SHALL SUBMIT SAMPLES AND MANUFACTURER'S PRODUCT INFORMATION TO OWNER FOR APPROVAL, 15. BUILDING ADDRESS NUMBERS SHALL BE PLACED ON IN A VIS IBLE LOCATION ON THE PRIMARY FACADE. LETTERS SHALL BE A MINIMUM OF 6" IN HEIGHT AND SHALL CONTRAST WITH THE WALL FINISH WHERE THEY ARE AFFIXED. 16. ALL CONSTRUCTION, DEMOLITION AND RENOVATION SHALL COMPLY WITH REQUIREMENTS OF NFPA 241. STANDARDS FOR SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS, 2013 EDITION. 17. TRASH AND CONSTRUCTION DEBRIS SHALL BE COLLECTED AND PLACED IN AN ON -SITE CONSTRUCTION DUMPSTER AT THE END OF EACH WORK DAY. 18. A KNOX-BOX SHALL BE MOUNTED TO EXTERIOR WALL ADJACENT TO FRONT ENTRY DOORS - COORDINATE TYPE AND FINISH WITH OWNER AND ARCHITECT PRIOR TO PURCHASE AND INSTALLATION. COORDINATE MOUNTING WITH MANUFACTURER SPECIFICATIONS. PRE-MAUNUFACTURED METAL BUILDING NOTE PLANS AND DETAILS IN THIS DRAWING SET HAVE BEEN DEVELOPED INDEPENDENT OF BUILDING MANUFACTURER'S FINAL ENGINEERING, DESIGN AND SHOP DRAWINGS, DESIGN / DRAWINGS MAY REQUIRE SUBSTANTIAL REVISION TO COMPLY WITH MANUFACTURERS FINAL DESIGN & ENGINEERING. DIVISION 1 -GENERAL REQUIREMENTS 1.01 ARCHITECT'S STATUS : THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR AND WILL NOT HAVE CONTROL OR CHARGE OF CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, THE CONTRACTOR IS SOLELY RESPONSIBLE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, AND SHALL HAVE CONTROL OR CHARGE OVER THE ACTS OF THEIR SUBCONTRACTORS AND ANY OF THEIR AGENTS OR EMPLOYEES RELATED TO THE WORK. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR PERFORMING ANY OF THE WORK. 1.02. CODES. A. ALL CODES HAVING JURISDICTION SHALL BE OBSERVED STRICTLY IN THE CONSTRUCTION OF THE PROJECT, INCLUDING ALL APPLICABLE STATE, CITY AND COUNTY BUILDING, ZONING, ELECTRICAL, MECHANICAL, PLUMBING, LIFE SAFETY & FIRE CODES. CONTRACTORSHALL VERIFY ALL CODE REQUIREMENTS IN THE COSTRUCTION DOCUMENTS TO THE ATTENTION OF THE ARCHITECT. B. CONSTRUCTION DOCUMENTS SHALL COMPLY WITH. + ST. LUCIE COUNTY LAND DEVELOPMENT CODE • FLORIDA BUILDING CODE, 2020 • FLORIDA FIRE PREVENTION CODE, 2020 • NFPA 101 2020 • AMERICANS WITH DISABILITIES ACT(ADA) 1.03 PERMITS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING AND TRADE PERMITS AND THEIR RESPECTIVE COSTS. 1.04. JOB CONDITIONS. A. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRI OR TO SUBMITTAL OF BID AND/OR CONTRACT NEGOTIATIONS AND SHALL VERIFY EXISTING CONDITIONS WITH THE CONSTRUCTION DOCUMENTS. DISCREPANCIES BETWEEN CONSTRUCTION DOCUMENTS (AND THEIR INTENT) SHALL BE BROUGHTTO THE ARCHITECT'S ATTENTION FOR CLARIFICATION IN WRITING. BIDS SHALL NOT BE NOT BE SUBMITTED OR CONSTRUCTION CONTRACTS NEGOTIATED BY THE CONTRACTOR PRIOR TO THE CLARIFICATION OF THE INTENT OF THE CONSTRUCTION DOCUMENTS WHERE SUCH INTENT IS IN DOUBT. B. DIMENSI ONS AND NOTES SHALL TAKE PRECEDENCE OVER SCALE AND GRAPHICS. 1.05 WORK NECESSARY TO COMPLETE CONSTRUCTION IT IS THE PURPOSE OF THESE PLANS AND SPECIFICATIONS TO DESCRIBE A COMPLETE AND FINISHED PROJECT OTHER THAN ITEMS MARKED "N. I. C," (NOT I N CONTRACT. 1.06 CLEAN UP/ REPAIR : A. THE CONTRACTOR SHALL MAINTAIN THE PREMISED CLEAD AND FREE OF ALL TRASH, DEBRIS AND SHALL PROTECT ALL ADJACENT WORK FROM DAMAGE, SOILING, PAINT 0VERSPRAY, ETC. ALL FIXTURES, EQUIPEMENT, GLAZING FLOOR, ETC. SHALL BE LEFT CLEAN AND READY FOR OCCUPANCY UPON COMPLETION OF THE PROJECT. B. THE CONTRACTOR SHALL REPAIR AND/OR REPLACE ALL EXISTING ITEMS DAMAGED BY THE PROCESS OF NEW CONSTRUCTION AND SHALL FINISH ALL PATCHWORK AND REPAIRS TO MATCH EXISTING ADJACENT AREAS AND SURFACES, 1.07 SHOP DRAWINGS . THE CONTRACTOR SHALL SUBMIT ELECTRONIC SETS OF SHOP DRAWINGS OF ALL FABRICATED ITEMS AND EQUIPMENT FOR OWNER'S / ARCHITECT'S REVIEW PRIOR TO FABRICATION AND COMMENCEMENT WITH THE WORK, 1.08 ALLOWANCES . FIXTURES, EQUIPMENT, HARDWARE AND FINISHES NOT SPECIFIED SHALL BE PROVIDED FOR IN THE CONTRACTOR'S BID AS LINE ITEM ALLOWANCES ON A SCHEDULE OF VALUES, 1.09 SCHEDULE. THE CONTRACTOR SHALL DELIVER TO THE OWNER, AS PART OF THE BID DOCUMENTS, THEIR PROPOSED SCHEDULE FOR CONSTRUCTION, INCLUDING COMMENCEMENT OF WORK THROUGH CERTIFICATE OF OCCUPANCY AND SHALL INCLUDE PRODUCT AM WORKMANSHIP WARRANTY PERIODS. N C EXISTING BUILDING & ADDITION AREA SUMMARY INTERIOR BUILDING AREA CALCULATIONS. SPACE DESCRIPTION AREA EXISTING GROUND FLOOR AREAS (PHASE 1) EXISTING GROUND FLOOR CONDITIONED SPACE AREA TOTAL 4,590 S.F. EXISTING GROUND FLOOR UNCONDITIONED SPACE AREA TOTAL 106,250 S.F. EXISTING GROUND FLOOR -EXTERIOR COVERED WORK AREA TOTAL 20,910 S.F. EXISTING GROUND FLOOR FOOTPRINT (PHASE 1) -GROSS AREA TOTAL 131,750 S.F. GROUND FLOOR ADDITION AREA (PHASE 11) : ADDITION GROUND FLOOR - UNCONDITIONED MANUFACTURING SPACE AREA TOTAL 106,250 S.F. EXISTING GROUND FLOOR FOOTPRINT - GROSS AREA TOTAL 131,750 S.F. ADDITION GROUND FLOOR FOOTPRINT - GROSS AREA TOTAL 106,250 S.F. TOTAL AREA UNDER ROOF 238,000 S.F. BUILDING OCCUPANCY ANALYSIS SECTION 1004 -OCCUPANT LOAD: TABLE 1004.1.2 MAXIMUM FLOORAREA ALLOWANCES PER OCCUPANT FUNCTION OF SPACE AREA PER USE NO. OF OCCUPANTS GROUND FLOOR ADDITION AREA (PHASE 11): (OCCUPANT LOAD FACTOR) MANUFACTURING AREAS (1 Occupant per 200 sq. ft.) 106,250 sq. ft. 532 OCCUPANTS EXISTING FACILITY GROUND FLOOR (PHASE 1) : MANUFACTURING AREAS (1 Occupant per 200 sq. ft.) 106,250 sq. ft. 532 OCCUPANTS OUTDOOR COVERED MANUFACTURING AREAS (1 Occupant per 200 sq. ft.) 20,910 sq. ft. 105 OCCUPANTS BUSINESS AREAS (1 Occupant per 100 sq. ft.) 2,240 sq. ft. 23 OCCUPANTS ACCESSORY STORAGE AREAS, MECHANICAL, EQUIPMENT ROOMS WAREHOUSE AREAS (1 Occupant per 300 sq. ft.) 644 sq. ft. 3 OCCUPANTS EXISTING BUILDING OCCUPANT LOAD (PHASE 1): 663 OCCUPANTS TOTAL BUILDING OCCUPANT LOAD (BOTH PHASES COMBINED) 1,195 OCCUPANTS ■ DRAWING INDEX SHEET# SHEET TITLE FIRST ISSUED REVISION NUMBER LATEST REVISION ARCHITECTURAL CV-1 COVER SHEET, CONSULTANT INFORMATION & LOCATION MAP, DRAWING INDEX, ABBREVIATIONS, GENERAL NOTES & BUILDING CODE ANALISYS 03.09.2021 A-1,00 PHASE II FOUNDATION SITE PLAN 03.09.2021 STRUCTURAL S-1.01 FOUNDATION PLAN 03.09.2021 S-2.01 NOTES & SCHEDULES 03.09.2021 S-3.01 SECTIONS & DETAILS 03.09.2021 S-4,01 SECTIONS & DETAILS 03.09.2021 S-5.01 SECTIONS & DETAILS 03.09.2021 S-6.01 SECTIONS & DETAILS 03.09.2021 E LE CTRI CAL E0.1 ELECTRICAL NOTES 03.09.2021 E3,1 POWER PLAN 03.09.2021 E3.1.1 POWER PLAN 03.09.2021 E5.1 RISER DIAGRAM 03.09.2021 PLUMBING P0.1 PLUMBING NOTES 03.09.2021 P3.1 DOMESTIC WATER PLAN 03.09.2021 P3,1.1 DOMES71 C WATE R PLAN 03.09.2021 PROJECT DATA S ITE DATA PROJECTADDRESS. MAVERICK BOAT GROUP, INC. 3207 Industrial 29th Street, Fort Pierce, FL 34946 ZONING DESIGNATION. IL - Industrial Light FUTURE LAND USE. IND MUNICIPALITY. ST. LUCIE COUNTY PROPOSED CONSTRUCTION TYPE. TYPE I-B (UNPROTECTED) FULLY SPRINKLERED OCCUPANCY CLASSIFICATION. FACTORY GROUP F-1 - MODERATE HAZARD FACTORY INDUSTRIAL PRIMARY USE. LIGHT INDUSTRIAL FACTORY & WAREHOUSE ADDITION PROPOSED BUILDING HEIGHT 38'-6" A.F.F. BUILDING CODE SUMMARY SCOPE OF WORK: • ALTERATION -LEVEL 3: FOUNDATION FOR SINGLE STORY OFFICE & PRE-MANUFACTURERD METAL BUILDING / WAREHOUSE ADDITION TO EXISTING PRE-MANUFACTURERD METAL BUILDING / LIGHT MANUFACTURING FACILITY DESIGN CRITERIA: FLORIDA BUILDING CODE 2020 - EXISTING BUILDING FLORIDA BUILDING CODE 2020 - BUILDING FLORIDA BUILDING CODE 2020 - ACCESSIBILITY FLORIDA BUILDING CODE 2020 -MECHANICAL FLORIDA BUILDING CODE 2020 - PLUMBING FLORIDA BUILDING CODE 2020 - ENERGY CONSERVATION SAINT LUCIE COUNTY LAND DEVELOPMENT CODE FLORIDA FIRE PREVENTION CODE 2020 L IFE SAFETY CODE, NFPA 101 - 2020 PROJECT CONSULTANTS: CIVIL / SURVEY GEOTECHNICAL ENGINEER STRUCTURAL ENGINEER ARCHITECT MECHANICAL / ELECTRICAL / KMA ENGINEERING & ANDERSEN ANDRE WIEDER ENGINEERING, INC. BRENTA. WOOD PLUMBING ENGINEER SURVEYING, LLC. CONSULTING ENGINEERS, INC. 11718 SE FEDERAL HWY#373 ARCHITECTURE, LLC. KAMM CONSULTING, INC. 80 ROYAL PALM POINTE, 834 SW SWAN AVENUE HOBE SOUND, FL 33455 20 SE OCEAN BLVD. 1408 ORANGE AVE VERO BEACH, FL 32960 PORT ST. LUCIE, FL 34983 STUART, FL. 34996 FT. PIERCE, FL. 34950 T 772-546-5823 T 772-569-5505 T 772-807-9191 F 772-545-3737 T 772-220-1217 T 954-949-2200 CN C:) C%4 O CD QJ d 3 U�j N cli 4 Ui 10 f~ o] Digitally signed by Brent A Wood DN: cn=Brent Wood, Brent A o=Brent A. Wood • Architecture, LLC., W O O d ou=Architecture, email=erick@bawoodarch. com, c=US Date: 2021.03.15 14:38:45 -04'00' U w ICI Q C O .U) C m 0- X W m Z ,O at :3 d 0 C) Q }' Z O �_ m � 1 Q U 0 �L Z E i D z mO U aD 'o d U) J z a �W U) ❑ Z O OU az WLL � m z) mm Q 06 XU) WW Z O (7 J zQ �W 0fW o0 I L w ti z ; LL O m N O c U N Q 0 CV z w U) Ca N H > 't mm J .� LL Z J U �a � o LL u- d N 0 d o CV N j N ' > a)CQ E � L z m r ❑ o 'p N d d