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UXFOUZ.GPVS!I PVST!QSPS!UP!UI F!QSPHSBN!PS!BDUJI\Q.JZ!JD!PSEFS!GPS!UI F!DJJZ!UP!SFBTPOBC!Y!BDDPNNPEBUF!ZPVS! SFRVFTLr BEE UPOBMBHFOEB!JJFNT!NBZ!CF!BEEFE!TVCTFRVFOU!UP!UI F!QVCMDBU,PO!PG!UI F!BHFOEB!PO!UI F!D UZ(f!X FC!T OF/!JJ. GPSNBU,PO!SFHBSEJDH!JJFNT!BEEFE!UP!UI F!BHFOE B!BGLJFS!JJ!JF!QVCMJfI FE!PO!UI F!D UZ(f!X FC!T UF!DBO!CF!PCLBJDFE! GSPN!UI F!PGGDF!PG!UI F!D UZ!DM SL/! UI F!CPBSE!)DPNNJJUFF*!NBZ! PONE! DPOEVDU!QVCMD!CVTJDFTT!BGJFS!B!RVPSVN!I BT!CFFO!FTLBCMJFI FE/!!JGOP!RVP. SVN!JF!FTLBCMJFI FE!XJJI JD!UXFOUZ!NJDVUFT!PG!UI F!OPU,DFE!TUBSU!U,NF!PGUI F!NFFUDH!UI F!DJJZ!DM SL!PS!I FS!EF. TJHOFF!XJVMTP!OPUF!UI F!GB WSF!UP!FTUBCMJfI !B!RVPSVN!BOE!UI F!NFFU DH!TI BIVMCF!DPODMJEFE/!!CPBSE!NFNCFST!NBZ! OPU!CBSUDJGBUF!G/SUI FS!FV\FO!X I FO!QVSCPSUFE!Y!BDU DH!JD!BO!JDGPSNBMDBCBD UZ/ 16" X 16" CMU COLUMN BLOCK W 9 GA. LADDER TYPE BLOCKING EVERY OTHER CORUSE TOP OF COLUMN � ELEV. +6'-0' 2'-9" FINISH DIMENSION 2" E 8 u u 2" #5 VERT. BAR WI 10" ACI E 8 Ln P f -1 BOTTOM STEEL (4 TYP. - EA. L U ca2 m #5 CONT. Ln o�mua a S ai 1/2" STUCCO (3 COATS) 01) q #5 VERT. BAR WI 10" ACI o N v� BOTTOM STEEL (4 TYP. - EA. L U ca2 m CORNER)(SEE PLAN) O o N W � 1/2" STUCCO (3 COATS) q OVER 16" CONC. BLOCK CULTURED STONE CAP s (FINISH TO BE SELECTED (4" THICK) (1) #5 CONT. IN GROUTED-.,. BY OWNER TOP BEAM BLOCK Q � #5 VERT. BAR WI 10" ACI HOOK TIED TO FOUNDATION BOTTOM STEEL (4 TYP. - EA. CORNER)(SEE PLAN) 1/2" STUCCO (3 COATS) q OVER 16" CONC. BLOCK s (FINISH TO BE SELECTED BY OWNER Q � oM k O= OU U p 0 e r� 01 Cl) °03 U O LL1 J a 0 �i � J se FROJ Nw. 163210 eA7E 0310412016 S5�E7 N4. -1 GRADE ELEV. 0'-0" a o Y o � (6 EA.) #5 BARS EACH WAY BOTTOM 77—e- 6-0" SQUARE GENERAL NOTES: 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION 2. THE DESIGN & CONSTRUCTION OF THIS STRUCTURE MUST FULLY COMPLY WITH THE 2014 FLORIDA BUILDING CODE, AC1318-05, NCMA, NATIONAL FOREST PRODUCTASSOC., NDS, TPI -95, AND ANY OTHER NATIONALLY RECOGNIZED ORGANIZATIONS THAT GOVERN THIS BODY OF WORK 3. ALL WORK SHALL COMPLY WITH ALL LOCAL AND REGIONAL ORDINANCES. DESIGN PARAMETERS FOR WIND LOAD COMPLIANCE 1. RISK CATEGORY: 1 2, CODE REFERENCE: FLORIDA BUILDING CODE 2014 EDITION E, ASCE 7-10 3. BUILDING DESIGN: OPEN 4. GCPIi: ±0.00 5. WIND SPEED: 170 MPH (VuR) 3 -SECOND GUST 132 MPH (Vasd) 3 -SECOND GUST 6. WIND EXPOSURE: C 7. LOADS: FLOOR 40 PSF WALL 55 PSF 8. SHEAR WALLS WERE CONSIDERED 9. A CONTINUOUS LOAD PATH WAS PROVIDED 10. COMPONENT & CLADDING DETAILED 11. MINIMUM SOIL BEARING PRESSURE IS 2000 PSF PRESUMPTIVE CONCRETE NOTES: 1. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF ACI 301 "SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS" AND ACJ 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. 2. STRUCTURAL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 AND SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 3000 PSI, UNLESS NOTED OTHERWISE. 3. CONCRETE, WHEN PLACED, SHALL HAVE A SLUMP OF 4 INCHES PLUS OR MINUS ONE INCH. 4. PROVIDEA MINIMUM OF B MIL VAPOR BARRIERAT ALL AIR CONDITIONED SPACES & GARAGES. HOLES IN VAPOR BARRIER ARE NOT PERMITTED. TAPE AROUND ALL SEAMS AND CUT -CUTS. 5. ALL REINFORCING SHALL CONFORM TO ASTM A615 FOR GRADE 60 STEELIWELDED WIRE MESH TO CONFORM TO ASTM A-185 5.1. PROVIDE CHAIRS AND BOLSTERS 5.1.1. BOLSTERS TO HAVE PLASTIC COATED LEGS AND FEET (IF EXPOSED TO EXTERIOR ELEMENTS) 5.2. ENSURE MESH IS EMBEDDED 1" FROM THE TOP OF THE SLAB. LAP JOINTS AT 8" & TIE. 6. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH ASTM A 165 AND SHALL BE ADEQUATELY SUPPORTED @ 3'-O" O.C. EACH WAY 7. THE MINIMUM CONCRETE COVERAGE SHALL BE AS FOLLOWS: 7.1. CAST AGAINST EARTH: 31- 7,2. "7.2. EXPOSED TO EXTERIOR ELEMENTS: 1" 7.3. FORMED SURFACES: 1" 8. CONSTRUCTION JOINTS DESIGN AND LOCATION SHALL CONFORM STRICTLY TO THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS, ANY CONSTRUCTION OR CONTROL DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION OF THOSE AREAS INVOLVED, 9. CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS FOR LOCATION OF ALL EMBEDDED ITEMS, SUCH AS PIPE SLEEVES, ANCHOR BOLTS, ETC PRIOR TO PLACING CONCRETE. 10. REINFORCEMENT FOR CONTINUOUS FOOTINGS SHALL BE CONTINUOUS AND SPLICED WITH A FULL 0 INCH LAP. PROVIDE CORNER BARS. 11. CONTRACTOR SHALL PROVIDE SAWCUTS IN SLAB @ A MAX. SPACING OF 20 FEET ON CENTER EACH WAY OR 400 S.F. AND AT ALL RE-ENTRANT CORNERS. SAW CUT SHALL BE 114 OF THE SLAB DEPTH AND SHALL BE PERFORMED AS SOON AS THE CONCRETE HAS HARDENED SUFFICIENTLY ENOUGH TO CONTROL THE STRESSES, AN INHERENT PROPERTY OF CONCRETE WHICH SOMETIMES RESULTS IN CRACKS (WHICH IS NOT UNCOMMON) 12. CONCRETE FOR SLABS ON GRADE AND ELEVATED SLABS SHALL HAVE 314" LARGE AGGREGATE. "PEAROGW IS NOT PERMITTED FOR SLABS. 13. CONCRETE PORCH OUTRIGGERS, EXTERIOR FORMED AND POURED COLUMNS, AND REINFORCED EXTERIOR SLABS SHALL CONTAIN W.R.GRACE DCI -S CORROSION INHIBITOR AT THE RATE OF 2-112 GALLONS PER YARD. CONCRETE SHALL HAVE A MAX. WIC RATIO CF 0.04 AND A MIN. DESIGN STRENGTH OF 5000 PSI @ 28 DAYS, 13.1. ELEVATED SLABS SHALL BE TEMPORARILY SHORED UNTIL FULLY CURED. 14. ALL CONCRETE THAT IS ALTERED (WATER, ADDITIVES, ETC) SHALL BE TESTED TO ENSURE STRENGTH REQUIREMENTS ARE MET. 15. TERMINATE ALL VERTICAL REINFORCING AT THE TOP AND BOTTOM WITH 10" ACI HOOKS. 16. SOILS SHALL BE TREATED. FOUNDATION NOTES: 1. SOIL TO BE COMPACTED TO AT LEAST 95°/ OF MAX. DRY DENSITY AS DETERMINED BYASTM-1557 (MODIFIED PROCTOR). 2. FOUNDATIONS ARE DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM S BEARING PRESSURE OF 2000 PSF. 3. FOOTINGS SHALL B$ PLACED ON COMPACTED SOIL FREE OF ORGANIC DE CONCRETE MASONRY NOTES: 1, ALL MASONRY BLOCK SHALL CONFORM TO THE RFQUIREMENTS OF ASTM FOR LOAD BEARING CONCRETE MASONRY. 1.1. MIN. PRISM STRENGTH OF 1900 PSI W/3/8" MORTAR JOINTS. 2. ALL MORTAR SHALL BE A MINIMUM TYPE M ORS MORTAR 3. UNLESS SPECIFICALLY SHOWN OTHERWISE PROVIDE "DUR-O-WALL" TRUS TYPE REINFORCING IN EVERY OTHER COURSE (16" C,C,) 4, ALL LAP SPLICES MUST BE 48 BAR DIAMETERS, 5. WHERE INDEPENDENT CONCRETE COLUMNS ARE ABUUTED BY MASONRY WALLS, PROVIDE DOVETAIL ANCHORS FOR THE FULL HEIGHT OF THE COL 6. ALL CONCRETE MASONRY CONSTRUCTION SHALL CONFORM WITH ACI 530.1-OSIASCE 7-101TMS 602-05, SPECIFICATION FOR CONCRETE MASONRY STRUCTURES AND ACI 530-051ASCE 7-10ITMS 402-05, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. ALL CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM 0-90 WITH TYPE M OR S MORTAR COMP TO ASTM C-270. MASONRY UNITS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI ON THE NET AREA. 7, ALL B" EXTERIOR CMU WALL SHALL BE REINFORCED WITH #5 VERTICAL REINFORCING BARS WHERE SHOWN ON ARCHITECTURAL PLANS AT CENT[ GROUTED CELL, PROVIDE 9 GA. TRUSS TYPE HORIZONTAL JOINT REiNFOF AT 16" O.C. IN ALL NEW WALLS. PROVIDE ADDITIONAL REINFORCING ON EA SIDE OF OPENING GRATER THAN 24" WIDE & AT CORNERS & INTER- SECTK OF WALLS, CARE SHALL BE TAKEN DURING THE CMU WALL ERECTION TO ENSURE THAT CELLS TO BE GROUTED LINE UP PROPERLY, PROVIDING A MINIMUM CLEAR AREA OF 10 SQUARE INCHES & MIN. CLEAR DIM. OF 3" PROVIDE SAW -CUT CLEAN-OUT HOLE IN BOTTOM COURSE & REMOVE MOR DROPPINGS FROM CELLS AT END OF EACH DAY, PROVIDE FOOTING DOWE MATCH WALL REINFORCING SIZE & SPACING. LAP SPLICE REINFORCING 41 DIA. (OR AS SHOWN ON PLANS) & TERMINATE REINFORCING WITH STANDA AC[ HOOKS TO PROVIDE CONTINUOUS REINFORCING FROM FOOTING TO UPPERMOST TIEBEAMS. TIE VERTICAL REINFORCING TO INSURE PLACEME IN CENTER OF WALL. 7.1, WHERE 2 VERTICAL BARS ARE SHOWN IN 1 CELL, INSTALL 1 BAR ON TI INTERIOR FACE OF THE WALL & 1 BAR ON THE EXTERIOR FACE OF THE WALL, 2" FROM THE EXPOSED FACE OF THE BLOCK 8. PROVIDE BOND BEAM PER PLANS AROUND PERIMETER OF THE BUILDING THE TOP OF ALL WALLS AND AT JOIST BEARING. 8.1, BOND BEAM TO HAVE A MINIMUM OF (2) #5 BARS OR (1) #7 BAR TOP AN BOTTOM (UNLESS OTHERWISF NOTED). 8.2. H -BLOCK TIF BEAM STEEL TO STOP 8" FROM CORNERS WITH (1) #5 COI BAR (OR 1 #7) TOP & BOTTOM 32" MIN. LAP. 9. VERTICAL REINFORCEMENT STEEL TO HAVE A 112" MIN. CLEARANCE FROM MASONRY. 10. GROUTED CELLS SHALL NOT EXCEED A 12' CONTINUOUS POUR. 11. PROVIDE "CAST -CRETE" (OR APPROVED EQUAL) PRECAST CONCRETE LINT AT ALL MASONRY OPENINGS, UNLESS NOTED OTHERWISE. 12. ANY EPDXY SHOWN SHALL BE EITHER "HILTI HIT RE 500" WITH "HAS -E" THREADED RODS FOR MASONRY OR "SIMPSON XP22" WITH THREADED RO 12.1. ALL THREADED ROD HOLES TORE 1I8" DIA. LARGER THAN REINFORC[P STEEL OR THREADED ROD FOR EASE OF INSTALLATION. . . . . . . . . . . . . . . . . . . . . . fid. f . . . . . . . . . . . . . . . . . . . . . a- � v u � � i � � �� } B u �� Mr Art in Public Places Joan S. Therien March 7, 2016 EDUCATIONAL BACKGROUND • SUNY @ New Paltz, New York- BS and 30 Graduate credit hours in Art Education • Massachusetts School of Art- Graphic Illustration Armory Art Center- Drawing and Painting o I n Boca Museum of Art- Painting TEACHING EXPERIENCE- 21 years Cortland, NY- 1 year F Honeyoe, NY- 2 years II[ion, NY- 1 year St Joseph's Episcopal School, Boynton Beach- 10 years Lake Worth Christian School, 7 years DESIGN EXPERIENCE- 8 years IF • Bottoms USA- Outsole Manufacturing Company- 3 years Avia Athletic Footwear- Design Manager of the Women's Aerobic and Walki Line -2 years Keds Corporation- Design Manager of the Women's "Players" Line —1 year • Lowell Shoe Company- Design Manager of the "Nursemate" Line- 2 years, ART IN PUBLIC PLACES • 2015 -Present- BOCA ARTIST Gll Signature Member- (won 2nd place and honorable mentioned awards) • 2015- Boca Museum of Art- Annual Juried Show • 2014 and 2015- Palm Beach International Airport- "Art in Public Places" Program • Armory Art Shows '' Delray Beach Library aan 7�CL erien WEBSITE: 2mpressionfse OdTati rffio Figures, Landscapes, Equestrian, and Commissions www.joantherienfineart. com 561-738-0522 u✓ef opt !i bwf !brsf bez!cf hvo!x pd !po!d f !rjrfrt/ hbLf !boe!#i yoh!Lp!d f !qj mast !Lp!n bl f !d jt !b! g✓rm!g✓odQ pobrtbsUgj f df !gps!pvs!t di ppritp! vtf / lF\Af szpof N j rrttf f !j Uf \Af szQn f !d f z!f oaf s! pvs!dbn qvt / ! 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