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Home My WebLink AboutConstruction Plans01? cx:) �j W Lucie Y M 0 board o,-,.,f 2300 Virginia Avenue Fort Pierce, FL 34982 Linda Bartz, Chair, District 3 CPjt'.b,.-v Townsend, Vice -Chair, District %..'hrios Dzac,),(.)vsky, District I Sean Mitchell, District 2 Frannie Hutchinson, District 4 Howard Tipton, County Administrator Howard Tipton, County Administrat n.r Col ..... Pst., DocumLent- S-lubmiltal T "j, 17 11 2019 rS AMMAN A Don Bergman ARCHITECTUVE, LLC License Na M 26002432 2019 D= Bergman Architwtue LLC DBA Project No. 19-009 Drawing No. CS-1 LOCATION MAP NO SCALE PARTITION PARTITION ON STRUCTURAL GRID CENTER LINE DIMENSIONED PARTITION OFF STRUCTURAL GRID IDENTIFICATION ONLY IF PARTITION IS NOT P1 TYPICAL COMPOSITION TYPICAL PARTITION DETAILED AND IDENTIFIED IN SECTION AS DRAWING T' GRAPHIC IDENTIFICATION LINE ALPHABET DRAWING STANDARDS FLOOR PLAN\ DRAWING IDENTIFICATION SXE 1/4•=I'-V p p DRAWING LETTER M1 SHEET NUMBER - SCALE BUILDING SECTION CONSTRUCTION LINE FOR; OUTLINE OF COLUMNS, PARTITIONS FLOOR SLABS ETC CENTER LINE, PROPERTY LINE OR IDENTIFIED ON PLATES MATCH LINE INDICATES DIRECTION OF MATCH AND NUMBER OF SHEET MATCH DRAWING IS LOCATED SPECIALTY LINES IDENTIFIED USAGES ARE INDICATED ON PLANS SETBACK -EASEMENT -WATER - SEWER -ETC. LETTER STRUCTURAL GRID COLUMN LINES NUMBER �. AREA CROSS REFERENCEDTO LARGER SCALE -SIZE VARIES DASHED OUTLINE INDENTIFIES ��. DOOR INDICATION SECTION OR PLAN ENLARGEMENT DOOR NOMM -DRAWING NUMBER Al -- SHEET NUMBER WiNDowNtiMsae WINDOW INDICATION - DRAWING NUMBER OF ELEVATION A-1 2 SHEET NUMBER o ROOM NUMBER INDICATION SYMBOL SHOWN ON PLAN _ ROOMNUjjj R 21'-6'/42.5 NAMD INDICATES VERT. ELEVATION TNIRD FLOOR INDICATES FLOOR OR LEVEL LOUVER INDICATION LOUVER NUMBER --DETAIL MAA]UAL DRAWING LETTER DETAIL NUMBER REFERENCED p WALL SECTION D1 01 ` IN SEPERATE DETAIL MANUAL M1 SHEET NUMBER -PAGE --_-SECTION P1 PARTITION TYPES (REFER TO DETAIL MANUAL) GRAPHIC MATERIAL LEGEND EARTH NATURAL OR FILL POROUS FILL REINFORCED CONCRETE -III- =1I-1 LIGHTWEIGHT CONCRETE 1 CONCRETE BLOCK BRICK UNITS STONE OR PRECAST UNITS STEEL ALUMINUM r / 6 s GENERAL DIRECTION NORTH ROSE LOCATED ON DRAWINGS 7771 ROUGH LUMBER ANY SPECIES DETAILED FINISHED WOOD ANY SPECIES DETAILED PLYWOOD ANY GRADE OR PLY DETAILED BLANKET OR BATT INSULATION RIGID INSULATION GYPSUM OR CEMENT PLASTER OR DRYWALL PLASTER LATH WHERE DETAILED ACOUSTICAL TILE OR BOARD REVISIONS /--INDICATES AREA REVISED INDICATES REVISION NUMBER AND DATESHOWN ON SHEET ABBREVIATIONS AB ANCHOR BOLT A/C AIR CONDITIONING AFF ABOVE FINISH FLOOR ALUM ALUMINUM APPROX APPROXIMATELY ARCH ARCHITECTURAL/ARCHITECT BD BOARD BLDG BUILDING BILK BLOCK BOT / BOTT BOTTOM BRG BEARING BTWN BETWEEN CAB CABINET CLG / CEIL CEILING CEM CEMENT CL CLOSET CLR CLEAR COL COLUMN CONIC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTOR CT CERAMIC TILE CTR CENTER DEG (') DEGREE DEPT DEPARTMENT DTL DETAIL DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DIN DOWN DR DOOR DWG DRAWING EA EACH EL/ELEV ELEVATION ELEC ELECTRIC / ELECTRICAL EQ EQUAL EQUIV EQUIVALENT EQUIP EQUIPMENT EW EACH WAY EXH EXHAUST EXIST EXISTING EXT EXTERIOR FD FLOOR DRAIN FIN FINISH FIX FIXTURE FL FLOOR FLUOR FLUORESCENT FTG FOOTING FURR FURRING GA GAGE/GAUGE GALV GALVANIZED GL GLASS / GLAZING GR GRADE GWP GYPSUM WALL BOARD HS HOSE BIBB HCP HANDICAP HDWR HARDWARE HDWD HARDWOOD HGT HEIGHT HM HOLLOW METAL HR HOUR HVAC HEATING / VENTILATING HW HOT WATER IN INCH INCAND INCANDESCENT INCL INCLUDE INFO INFORMATION INSUL INSULATE / INSULATION INT INTERIOR KIT KITCHEN LAM LAMINATED LAV LAVATORY LB/LBS POUND/POUNDS LIN LINEAR LL LIVE LOAD LT LIGHT LVR LOUVER MATL MATERIAL MAX MAXIMUM MECH MECHANICAL MEMB MEMBRANE MTL MEAN TIDE LEVEL MFC METAL FURRING CHANNEL MFR MANUFACTURER MIN MINIMUM MIR MIRROR MiSC MISCELLANEOUS MO MASONRY OPENING MR MOISTURE RESISTANT NAT NATURAL NIC NOT IN CONTRACT # NUMBER NOM NOMINAL NTS NOT TO SCALE OA OVERALL / OUTSIDE AIR OC ON CENTER OPNG OPENING OPP OPPOSITE ORIG ORIGINAL OH OVERHANG PART PARTITION PL PLATE PLAS PLASTER PLWD PLYWOOD PNL PANEL PNT / PTD PAINT / PAINTED POL POLISHED PREFAB PREFABRICATED PROJ PROJECT PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT PRESSURE TREATED PVMT PAVEMENT QTY QUANTITY RD ROOF DRAIN REF REFRIGERATOR READ REQUIRED REINF REINFORCED / REINFORCING RET RETURN REV REVERSE / REVISION RM ROOM RO ROUGH OPENING SCHED SCHEDULE SD SOAP DISPENSER SEP SEPARATE SECT SECTION SHT SHEET SIM SIMILAR SPEC SPECIFICATION SPKR SPEAKER SQ SQUARE STD STANDARD STL STEEL STOR STORAGE SUB SUBSTITUTE/SUBSTRATE SURF SURFACE SUSP SUSPEND/SUSPENDED SYS SYSTEM T&G TONGUE & GROOVE TEL TELEPHONE THK THICK/THICKNESS TPH TOILET PAPER HOLDER TRANS TRANSFORMER TYP TYPICAL UGND UNDERGROUND UL UNDERWRITERS LABORATORIES VERT VERTICAL VIF VERIFY IN FIELD W/ WITH WC WATER CLOSET WH WATER HEATER WM WIRE MESH W/O WITHOUT WP WATERPROOF WS WEATHER STRIPPING WWF WELDED WIRE FABRIC APPLICABLE CODES A. FLORIDA BUILDING CODE, SIXTH EDITION - EXISTING BUILDING, LEVEL 2 ALTERATION B. FLORIDA BUILDING CODE, SIXTH EDITION - BUILDING C. FLORIDA BUILDING CODE, SIXTH EDITION - PLUMBING D. FLORIDA BUILDING CODE, SIXTH EDITION -MECHANICAL E. FLORIDA BUILDING CODE, SIXTH EDITION - FUEL GAS F. NATIONAL ELECTRIC CODE (NEC), 2014 WITH ALL AMENDMENTS & REVISIONS G. 2017 FLORIDA FIRE PREVENTION CODE (FFPC)(NFPA-1, NFPA-101) GENERAL NOTE% 1. LIMIT OF DON BERGMAN ARCHITECTURE CONSTRUCTION DOCUMENT SCOPE OF WORK IS WITHIN FIVE (5) FEET OF THE OUTSIDE PERIMETER OF THE BUILDING. 2. THIS DRAWING IS BASED ON INFORMATION PROVIDED BY THE OWNER IN THE FORM OF DOCUMENTS PREPARED OTHERS. USE WITHOUT VERIFICATION SHALL BE AT THE USER'S SOLE RISK. 3. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH APPLICABLE CODES HAVING JURISDICTION. 4. THE CONTRACT LIMIT NOTATION IS NOT AN EXACT LOCATION. THE CONTRACTOR IS RESPONSIBLE FOR ALL WORK SHOWN BY THESE DOCUMENTS AND FOR COORDINATION IN ANY OTHER CONTRACTS THAT MAY OCCUR DURING THE LENGTH OF THIS CONTRACT. 5. SECURITY AND SAFETY ITEMS FOR CONTRACTOR STAGING/TRAILER AREA (i.e. CONSTRUCTION FENCES, BARRICADES, CONTRACTOR'S STAGING AREA, etc.) SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. MATERIALS AND INSTALLATION SHALL BE AS PER OSHA OR OTHER APPLICABLE STANDARDS OR CODES AND DETAILS NOTED, WHICHEVER CONSTITUTES THE MORE STRINGENT REQUIREMENTS. 6. SECURITY AND SAFETY ITEMS FOR THE AREA OF CONSTRUCTION (i.e. TEMPORARY CONSTRUCTION PARTITIONS, SIGNAGE, BARRICADES, etc.) SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. MATERIALS AND INSTALLATION SHALL BE AS PER OSHA OR OTHER APPLICABLE STANDARDS OR CODES AND DETAILS NOTED, WHICHEVER CONSTITUTES THE MORE STRINGENT REQUIREMENTS. 7. GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL INSPECT ALL FIELD CONDITIONS PRIOR TO SUBMITTING A BID. BIDS SHALL INCLUDE ALL WORK TO MEET THE DESIGN INTENT AND DETAILS IMPLIED BY THESE DRAWINGS. 8. THE SITE PLAN DRAWING IS EXCERPTED FROM A DOCUMENT PROVIDED BY THE OWNER. THE ARCHITECT HAS MADE A CURSORY REVIEW OF THIS DOCUMENT, BUT MAKES NO REPRESENTATION FOR REGARDING ACCURACY. ALL DIMENSIONS AND CONDITIONS SHOWN ON THIS DRAWING SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. 9. THE GENERAL CONTRACTOR AND THEIR SUB -CONTRACTORS ARE RESPONSIBLE TO REVIEW THE CONTRACT DOCUMENTS, INCLUDING, BUT NOT LIMITED TO THE DRAWINGS, PROJECT MANUAL, SPECIFICATIONS, GENERAL CONDITIONS AND REPORTS; AND TO ASSURE COORDINATION OF ALL WORK AFFECTING EACH TRADE. FAILURE TO REVIEW ALL CONTRACT DOCUMENTS FOR APPLICABLE ITEMS OF WORK SHALL NOT RELIEVE RESPONSIBLE PARTY FROM PERFORMING ALL WORK REQUIRED. 10.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES FOR PERFORMING THE WORK UNDER THIS CONTRACT, 11. ANY DISCREPANCIES WITH THE DRAWINGS, DIMENSIONS, CONFLICTS OR OTHERWISE, SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND VERIFIED PRIOR TO CONSTRUCTION. 12.THE GENERAL CONTRACTOR SHALL TAKE APPROPRIATE ACTION TO PROVIDE THE NECESSARY PROTECTION OF THE GENERAL PUBLIC AND PREVENT ACCESS TO THE PROJECT SITE. 13. THESE DRAWINGS SHOULD NOT i E SCALED TO OBTAIN DIMENSIONS. REFER TO DIMENSIONS INDICATED. ANY DIMENSION NOT PROVIDED OR MIS -LABELED SHALL BE VERIFIED WITH THE ARCHITECT PRIOR TO CONSTRUCTION. 14. DIMENSIONS SHOWN ON PLANS ARE TO THE CENTER LINES OF OPENINGS, FACE OF WOOD STUDS AND CENTER OF CONSTRUCTION LINES. 15.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL AND ANY SPECIALTY AND/OR DELEGATED ENGINEERS UNDER THIS CONTRACT. SPECIALTY/DELEGATED ENGINEER SHALL BE RESPONSIBLE FOR ALL CANOPIES, SKYLIGHT SYSTEMS, BALCONIES GUARDRAILS, METAL PAN STAIRS, SUN -SCREEN DEVICES, HANDRAIL/GUARDRAIL SYSTEMS, ROOFING SYSTEMS, MANSARD SYSTEMS AND FOR SYSTEMS MENTIONED ELSEWHERE IN THE CONTRACT DOCUMENTS. 16.THE GENERAL CONTRACTOR IS RESPONSIBLE TO MAINTAIN A SET OF RECORD DRAWINGS TO RECORD ANY CHANGES MADE DURING THE CONSTRUCTION OF THE PROJECT. THE RECORD SET SHOULD REFLECT THE CHANGES ACTUALLY MADE COMPARED TO THE CONTRACT DOCUMENTS. 17.THE DRAWINGS, SPECIFICATIONS, REPORTS AND OTHER DOCUMENTS INCLUDED UNDER THIS CONTRACT ARE AN INSTRUMENT OF THE ARCHITECT AND THEIR CONSULTANTS SERVICES AND SHOULD NOT BE REGARDED AS A PRODUCT. THE CONTRACT DOCUMENTS ARE THE PROPERTY OF THE ARCHITECT AND CONSULTANTS. 18.THE CONTRACT DOCUMENTS ARE COMPLEMENTARY AND HAVE THE INTENT TO INCLUDE ALL ITEMS NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK BY THE CONTRACTOR. THEY DO NOT INDICATE EVERY CONDITION AND DETAIL OF THE WORK. DETAILS NOT SHOWN SHALL MEET THE MINIMAL INDUSTRIAL STANDARDS FOR SIMILAR PROJECTS. 19. REQUIREMENTS OF THE SPECIFICATIONS APPLY TO ALL ASPECTS OF THE WORK AND ARE INCLUDED AS ADDITIONAL INFORMATION FOR EACH ITEM AS SPECIFIED. IF DISCREPANCIES EXIST BETWEEN THE DRAWINGS AND SPECIFICATIONS, THE MORE STRINGENT REQUIREMENT SHALL PREVAIL. NOTIFY THE ARCHITECT PROMPTLY OF THE DISCREPANCIES TO OBTAIN CLARIFICATION. 20. FBC EXISTING BUILDING 501.1 WORK PERFORMED ON AN EXISTING BUILDING SHALL BE CLASSIFIED IN ACCORDANCE WITH THIS CHAPTER. 504.1 SCOPE. LEVEL 2 ALTERATIONS INCLUDE THE RECONFIGURATION OF SPACE, THE ADDITION OR ELIMINATION OF ANY DOOR OR WINDOW, THE RECONFIGURATION OR EXTENSION OF ANY SYSTEM, OR THE INSTALLATION OF ANY ADDITIONAL EQUIPMENT. INDEX TO DRAWINGS ARCHITECTURE CS-1.0 Cover Sheet G-1.0 Graphic Identification / Index to Drawings / Location Map E-1.0 Existing Floor Plan E-2.0 Existing E/ W Exterior Elevations E-2.1 Existing N/S Exterior Elevations SD-1.0 Selective Demolition Plan / Notes SD-2.0 Selective Demolition E/ W Exterior Elevations SD-2.1 Selective Demolition N/S Exterior Elevations A-1.0 Remodeling Floor Plan A-2.0 Remodeling E/W Exterior Elevations A-2.1 Remodeling N/S Exterior Elevations / Finish Schedule / Product Approval Affidavit / Door Schedule / Door Types A-3.0 Sections / Details A-3.1 Sections / Details A-3.2 Sections / Details A-3.2.1 Sections / Details A-3.3 Sections / Details A-4.0 Interior Elevations / Toilet Accessory Legend I } . M > Olet Don Bergman ARCHITECTURE, LLC P: 772-466-5832 C: 772-708-0164 License Na AA 26002432 P.O. Box 13537 4362 Gator Trace Lane Fort Pierce, Florida 34982 St. Lucie County Board of County Commissioners Walton Community Center Remodeling 11090 Ridge Avenue Fort Pierce, FL Seal; ff NOV 2 0 2020 Consult �1 m 2019 Don Bergman Architecture LLC This document, Sheet No. SD-1.0 has been prepared specifically for this Project. This document is not suitable for uae on other projects or in other locations without the approval and participation of Don Bergman Architecture, LLC AR0013560. Reproduction and/or reuse is prohibited. Sheet Title Graphic Identification Location Map General Notes No SC* Revisions m� Comm.: Date: 19-009 07.11.19 Drawn: Checked: DLB DBA G-1.0 dlb 04.12.10 Of: EXISTING FLOOR PLAN SCALE : 1 f4' = 1 `-0" Owner, hall ims and user mtee to I implies based on Party Don Bergman ARCHITECTURE, LLC P:772-466-5832 C:772-708-0164 License Na AA 26002432 P.O. Box 13537 4362 Gabor Trace Lane Fort Pierce, Florida 34982 St. Lucie County Board of County Commissioners Walton Community Center Remodeling 11090 Ridge Avenue Fort Pierce, FL �\ 4 � � J n 1 `^ 104� 2020 Consul 2019 Don Bergman Architecture LLC This document, Sheet No. E-1.0 has been prepared specifically for this Project. This document is not suitable for use on other projects or in other locations without the approval andparticipation of Don Bergman Architecture, LLC AR0013560. Reproduction and/or reuse is prohibited. Sheet Title : Existing Floor Plan 1/4•=V-0' Revisions Comm.: Date: 19-009 07.11.19 Drawn: Checked: DLB DBA EA0 dlb 04.12.10 SCALE : 1/4" = 1'-0" J ��s r � ILL Don Berfman ARCHITECTU E, LLC R. 772-4665832 C:772-708-0164 License No. AA 26002432 P.O. Box 13537 4362 Gator Trace Lane Fort Pierce, Florida 34982 c St. Lucie CountyE Board of County Commissioners Walton Community Center Remodeling 11090 Ridge Avenue Fort Pierce, Fl, Seal: f' V'2b -2020 Consult ® 2019 Don Bergman Architecture LLC This document, Sheet No. E-2.0 has been prepared specifically for this Project. This document is not suitable for use on other projects or in other locations without the approval and participation of Don Bergman Architecture, LLC AR0013560. Reproduction and/or reuse is prohNted. Sheet Title: Existing Exterior Elevations Revisions: 5 +I y Comm.: uatE _ 19-009 07.11.19 Drawn: Checked: DLB DBA Sheet No: F P} y` Mk S: I; tl@� F k dlb 04.12.10 S 0 U T H E L E V A T 1 0 N i 3 N 0 R T H E L E e� A T 10 N EX1STNk ``IOREYAT? SCALE : 1/4" = V-0' M; k 4Y A Don Bergman ARCHITECTURE, LLC P:772-466-5832 C:772-708-0164 License Na AA 26002432 P.O. Box 13537 4362 Gator Trace Lane Fort Pierce ,'Florida 34982 St. Lucie County Board of County Commissioners Walton Community Center Remodeling 11090 Ridge Avenue I Fort Pierce, FL Sep`` i G -.I n i N-74 JM20 C o n s u,_t a< Q 2019 Don Bergman Architecture LLC This document•.,. Sheet No. E-2.1 has been prepared specifically for this Project. This document is not suitable for use on other projects or in other locations without the approval and participation of Don Bergman Architecture, LLC ARM13560. Reproduction and/or reuse is prohibited. Sheet Title Existing Extelrior Elevations N E K; Revisi(-ni !i l r Comm.: Date 19-009 07.11.19 Drawn: Checked: DU DU Sheet No. ® � s f dib 04.12.10 0 REMOVE EXISTING LAMINATE FLOORING & UNDERLAYMENT. REMOVE EXISTING VINYL COVE BASE. PREPARE EXISTING PLYWOOD FLOOR SHEATHING TO RECEIVE NEW LVT FLOORING. OREMOVE EXISTING BASE & WALL CABINETS, SERVING COUNTER, COUNTERTOPS/BACKSPLASHES. REMOVE ALL WALL & FLOOR FASTENERS AND ANY LEDGERS. OREMOVE EXISTING COUNTERTOP MOUNTED PLUMBING FIXTURES & TRIM AND STORE AS DIRECTED BY REPRESENTATIVES OF ST. LUCIE COUNTY. CAP EXISTING SUPPLY & WASTE PIPING AT WAILL/FLOOR FOR REUSE/CONNECTION. O4 REMOVE RISING KITCHEN APPLIANCES AND STORE AS DIRECTED BY REPRESENTATIVES OF ST. LUCIE COUNTY. (RANGE AND REFRIGERATOR) �5 REMOVE EXISTING EXTERIOR WOOD DOOR FRAME, WOOD DOOR, THRESHOLD At DOOR HARDWARE. REMOVE FRAME ANCHORS AND ALL FASTENERS. REMOVE EXIST, WOOD SIDING & FRAMING AS REO'D TO PROVIDE ROUGH OPENING FOR PAIR OF NEW EXTERIOR DOORS & FRAME. OREMOVE EXISTING WOOD DOOR FRAME, WOOD DOOR AND DOOR HARDWARE. REMOVE ALL FASTENERS. OREMOVE EXISTING GYPSUM DRYWALL & WOOD STUD FRAMED PARTITIONS TO EXTENT AS SHOWN. REMOVE ALL WALL & FLOOR FASTENERS. LEAVE EXISTING WOOD FRAMED FLOOR SMOOTH AND LEVEL U8 REMOVE EXISTING ELECTRICAL WALL SWITCHES & RECEPTACLES IN EXISTING WALLS INDICATED TO BE REMOVED. OREMOVE EXISTING ACOUSTIC CEILING TILES, SUSPENDED METAL CEILING GRID & FASTENERS, RECESSED LIGHT FIXTURES, EXHAUST FANS, CONDUIT, WIRING, AND SUSPENDED GRID HANGERS. STORE LIGHT FIXTURES AND EXHAUST FANS FOR REINSTALLATION. 10 REMOVE EXISTING BATHROOM PLUMBING FIXTURES & TRIM AND STORE AS DIRECTED BY REPRESENTATIVES OF ST. LUCIE COUNTY. CAP EXISTING SUPPLY & WASTE PIPING AT WALL/FLOOR FOR FUTURE REUSE/CONNECTION. REMOVE EXISTING ST. STL. GRAB BARS AND MOUNIING HARDWARE. STORE SIDE -WALL GRAB BARS (42� 11 � ON -SITE FOR RE -USE BY CONTRACTOR. 12 REMOVE EXISTING GABLE END WOOD TILL SIDING AND ALL FASTENERS. SEE SELECTIVE DEMOLITION 0 EXTERIOR ELEVATIONS. 13 REMOVE EXISTING WOOD WATER TABLE TRIM WHERE INDICATED. SEE SELECTIVE DEMOLITION EXTERIOR ELEVATIONS. 14 REMOVE EXISTING WOOD FRAMED STAIRS, DECKS, RAMPS, AND RAIUNGS, INCLUDING ALL VERTICAL SUPPORT FRAMING, STRUCTURAL CONNECTORS, AND CONCRETE PAD FOUNDAnONS. 15 REMOVE EXISTING CONCRETE SLABS AND LANDINGS WHERE INDICATED. 16 SAW -CUT & REMOVE EXISTING CONCRETE SLAB TO EXTENT AS SHOWN. LEGN-DM 1 EXISTING CONSTRUCTION DEMOLISHED CONSTRUCTION NEW TEMPORARY CONSTRUCTION WALLS (1 HOUR RATED CONSTRUCTION) ---�-I-� DENOTES NON -RATED SMOKE RESISTIVE PARTITION DENOTES 1 HOUR FIRE/SMOKE PARTITION DENOTES 2 HOUR FIRE/SMOKE PARTITION DENOTES 1 HOUR FIRE PARTITION DENOTES DOOR AND FRAME TO BE REMOVED ® DENOTES TO E REMOVED. (EEBLNG P UMBINGRES DWG S.) ® EXISTING EXIT LICHT ® EXISTING EXIT LIGHT WITH DIRECTIONAL ARROW ® NEW EXIT LIGHT ® NEW EXIT LIGHT WITH DIRECTIONAL ARROW FE DENOTES WALL HUNG FIRE EXTINGUISHER FE/rtic DENOTES FIRE HOSE CABINET WITH t=" FIRE EXTINGUISHER 4 DENOTES FIRE ALARM PULL BOX EXISTING CONCRETE HC PARKING TO REMAIN EXIST. CONC. WHEEL STOP _ -Fr--__=f=_______�________�__ 14 I 14 EXIST. GONG. WHEEL STOP 16 - 14 I I I I _ I I III I I 3 I � III I!I— — — — — — — — — — — — — — — — — — — — — — I! ! 7 I`l .3 9 -n 7 O/ 6 III IO _` L DOCUMENT QUALIFICATION These drawings were prepared based on information provided by the Owner, in the form of work prepared by others. Use without verification will be at the users sole risk. The user shall indemnify the architect Don Bergman Architecture LLC., from all claims and losses resulting from such use. The delivery of this drawing to the user should not be construed to provide an express warranty or a guarantee to anyone that certain conditions exist or that the use of this drawing implies the review and the approval by the architect of any shop drawing based on this information. Use of this drawing in no way relieves any other party from meeting requirements imposed by contract or other means. - -- - — --- -_ — — -- — - --_ T 1"4� I I I I I I I I q/ III I I �--- L- - 14 - �- I I— — — — — — — — — — I L_ -J I I I I I I _-_� I 15 I I II I I I I I I I I I I 15 I I III I I 14 Ili I I II I I III L SELECTIVE DEMOLITION FLOOR PLAN SCALE : 1/4" = V-0; Don Bergman ARCHITECTURE, LLC P:772-466-5832 C: 772-708-0164 License No. AA 26002432 P.O. Box 13537 4362 Gator Trace Lane Fort Pierce, Florida 34982 St. Lucie County Board of County Commissioners Walton Community Center Remodeling 11090 Ridge Avenue Fort Pierce, FL Sear *NOV0 2020 Consult i : 0 2019 Don Bergman Architecture LLC This document, Sheet No. SO-1.0 has been prepared specifically for this Project. This document is not suitable for use on other projects or in other locations without the approval and participation of Don Bergman Architecture, LLC AR0013560. Reproduction and/or reuse is prohibited. Sheet Title : Selective Demolition Floor Plan Revisions Comm.: Date: 19-009 07.11.19 Drawn: Checked: DLB DBA Sheet No. SDA0 dlb 04.12.10 Of.. 0 REMOVE EXISTING LAMINATE FLOORING & UNDERLAYMENT. REMOVE EXISTING VINYL COVE BASE. PREPARE EXISTING PLYWOOD FLOOR SHEATHING TO RECEIVE NEW LVr FLOORING. (D REMOVE EXISTING BASE & WALL CABINETS, SERVING COUNTER, COUNTERTOPS/BACKSPIASHES. REMOVE ALL WALL & FLOOR FASTENERS AND ANY LEDGERS. O3 REMOVE EXISTING COUNTERTOP MOUNTED PLUMBING FIXTURES At TRIM AND STORE AS DIRECTED BY REPRESENTATIVES OF Sr. LUCIE COUNTY. CAP EXISTING SUPPLY & WASTE PIPING AT WALL/FLDOR FOR REUSE/CONNECTION. REMOVE EXISTING KITCHEN APPLIANCES AND STORE AS DIRECTED BY REPRESENTATIVES OF Sr. LUCIE COUNTY. (RANGE AND REFRIGERATOR) O5 REMOVE EXISTING EXTERIOR WOOD DOOR FRAME, WOOD DOOR, THRESHOLD & DOOR HARDWARE. REMOVE FRAME ANCHORS AND ALL FASTENERS. REMOVE EXIST. WOOD SIDING & FRAMING AS REO'D TO PROVIDE ROUGH OPENING FOR PAIR OF NEW EXTERIOR DOORS & FRAME. OREMOVE EXISTING WOOD DOOR FRAME, WOOD DOOR AND DOOR HARDWARE. REMOVE ALL FASTENERS. 0 REMOVE EXISTING GYPSUM DRYWALL & WOOD STUD FRAMED PARTITIONS TO EXTENT AS SHOWN. REMOVE ALL WALL & FLOOR FASTENERS. LEAVE EXISTING WOOD FRAMED FLOOR SMOOTH AND LEVEL. B REMOVE EXISTING ELECTRICAL WALL SWITCHES & RECEPTACLES IN UIS ING WALLS INDICATED TO LE REMOVED. (D REMOVE EXISTING ACOUSTIC CEILING TILES, SUSPENDED METAL CEILING GRID & FASTENERS, RECESSED LIGHT FIXTURES, EXHAUST FANS, CONDUIT, WIRING, AND SUSPENDED GRID HANGERS. STORE LIGHT FIXTURES AND EXHAUST FANS FOR REINSTALLATION. 10 REMOVE EXISTING BATHROOM PLUMBING FIXTURES & TRIM AND STORE AS DIRECTED BY REPRESENTATIVES OF Sr. LUCIE COUNTY. CAP EXISTING SUPPLY & WASTE PIPING AT WALL/FLOOR FOR FUTURE REUSE/CONNECTION. 11 REMOVE EXISTING ST. STL. GRAB BARS AND MOUNTING HARDWARE. STORE SIDE -WALL GRAB BARS (421 ON -SITE FOR RE -USE BY CONTRACTOR. 12 REMOVE EXISTING GABLE END WOOD TILE SIDING AND ALL FASTENERS. SEE SELECTIVE DEMOLMON EXTERIOR ELEVATIONS. 13 REMOVE EXISTING WOOD WATER TABLE TRIM WHERE INDICATED. SEE SELECTIVE DEMOLITION EXTERIOR ELEVATIONS. 14 REMOVE EXISTING WOOD FRAMED STAIRS, DECKS, RAMPS, AND RAILINGS, INCLUDING ALL VERrrrA1 SUPPORT FRAMING, STRUCTURAL CONNECTORS, AND CONCRETE PAD FOUNDATIONS. 15 REMOVE EXISTING CONCRETE SLABS AND LANDINGS WHERE INDICATED. 16 SAW -CUT & REMOVE EXISTING CONCRETE SLAB TO EXTENT AS SHOWN. LEGN-DM1 LEGEND DEMOLITION FLOOR PLANS EXISTING CONSTRUCTION DEMOLISHED CONSTRUCTION NEW TEMPORARY CONSTRUCTION WALLS (1 HOUR RATED CONSTRUCTION) DENOTES NON -RATED SMOKE RFSSTIVE PARTITION DENOTES 1 HOUR FIRE/SMOKE PARTITION DENOTES 2 HOUR FIRE/SMOKE PARTITION DENOTES 1 HOUR FIRE PARTITION DENOTES DOOR AND FRAME TO BE REMOVED ® DENOTES PLUMBING FIXTURES TO BE REMOVED. (SEE PLUMBING DWG'S.) ® EXISTING EXIT LIGHT EXISTING EXIT LIGHT WITH DIRECTIONAL ARROW ® NEW EXIT LIGHT NEW EXIT LIGHT WITH DIRECTIONAL ARROW FE DENOTES WALL HUNG FIRE EXTING@.°4, HFa -` FE/FHc DENOTES FIRE HOSE CABINET WITH FIRE EXTINGUISHER 4 DENOTES FIRE ALARM PULL BOX aE L E F 0 L I T 10 N EXTERI4 E "tf A TI Od These drawings were prepared based on information provided by the Owner, in the form of work prepared by others. Use without verification will be at the user's sole risk. The user shall indemnify the architect Don Bergman Architecture LLC., from all claims and losses resulting from such use. The delivery of this drawing to the user should not be construed to provide an express warranty or a guarantee to anyone that certain conditions exist or that the use of this drawing implies the review fthd the approval by the architect of any shop drawing based on this information. Use of this drawing in no way relieves any other party from meeting requirements imposed by contract or other means. F£Y�+ a ,I .=a Don Bergman ARCHITECTURE, LLC P:772-466-%32 C: 772-708-0164 License No. AA 26002432 P.O. Box 13537 4362 Gator Trace Lane Fort Pierce, Florida 34982 St. Lucie County Board of County Commissioners Walton Community Center Remodeling 11090 Ridge Avenue Fort Pierce, Fl, L , ^"^ NOV l'st ® 2019 Don Bergman Architecture LLC This document, Sheet No. SD-2.0 has been prepared specifically for this Project. This document is not suitable for use on other projects or in other locations without the approval and participation of Don Bergman Architecture, LLC AR0013560. Reproduction and/or reuse is prohibited. Sheet Title: Selective Demolition Exterior Elevations 1/4 =1 -0 Revisions :^ Comm.: Date,: 19-009 07.11.19 Drawn: Checked: DLB DBA Sheet No. d b rs, 04.12.10 dlb 04.12.10 mm fF l k { nr' �� py'r t �s+Y hbf ..t2 LIT �[3�4 F_ � ES _ ,.. 01 REMOVE EXISTING LAMINATE FLOORING & UNDERLAYMENT. REMOVE EXISTING VINYL COVE BASE. PREPARE EXISTING PLYWOOD FLOOR SHEATHING TO RECEIVE NEW LVT FLOORING. OREMOVE EXISTING BASE & WAIL CABINETS, SERVING COUNTER, COUNTERTOPS/BACKSPLASHES. REMOVE ALL WALL & FLOOR FASTENERS AND ANY LEDGERS. OREMOVE EXISTING COUNTERTOP MOUNTED PLUMBING FIXTURES & TRIM AND STORE AS DIRECTED BY REPRESENTATIVES OF ST. LUCIE COUNTY. CAP EXISTING SUPPLY & WASTE PIPING AT WALL/FLOOR FOR REUSE/CONNECTION. J REMOVE EXISTING KITCHEN APPLIANCES AND STORE AS DIRECTED BY REPRESENTATIVES OF ST. LUCIE COUNTY. (RANGE AND REFRIGERATOR) OREMOVE EXISTING EXTERIOR WOOD DOOR FRAME, WOOD DOOR, THRESHOLD & DOOR HARDWARE. REMOVE FRAME ANCHORS AND ALL FASTENERS. REMOVE EXIST. WOOD SIDING & FRAMING AS REQ'D TO PROVIDE ROUGH OPENING FOR PAIR OF NEW EXTERIOR DOORS & FRAME. OREMOVE EXISTING WOOD DOOR FRAME, WOOD DOOR AND DOOR HARDWARE. REMOVE ALL FASTENERS. OREMOVE EXISTING GYPSUM DRYWALL & WOOD STUD FRAMED PARTTTM TO EXTENT AS SHOWN. REMOVE ALL WALL & FLOOR FASTENERS. LEAVE EXISTING WOOD FRAMED FLOOR SMOOTH AND LEVEL. 11 O REMOVE EXISTING ELECTRICAL WALL SWITCHES & RECEPTACI S IN EXISTING WALLS INDICATED TO BE REMOVED. OREMOVE EXISTING ACOUSTIC CEILING TILES, SUSPENDED METPL CEILING GRID & FASTENERS, RECESSED LIGHT FIXTURES, EXHAUST FANS, CONDUIT, WIRING, AND SUSPENDED GRID HANGERS. SPORE LIGHT FIXTURES AND EXHAUST FANS FOR REINSTALLATION. 10 REMOVE EXISTING BATHROOM PLUMBING FIXTURES & TRIM AND STORE AS DIRECTED BY REPRESENTATIVES OF ST. LUCIE COUNTY. CAP EXISTING SUPPLY & WASTE PIPING AT WN:L/FLOOR FOR FUTURE REUSE/CONNECTION. 11 REMOVE EXISTING ST. STL GRAB BARS AND MOUNTING HARDWARE. STORE SIDE —WALL GRAB BARS (4n ON —SITE FOR RE —USE BY CONTRACTOR. 12 REMOVE EXISTING GABLE END WOOD TILE SIDING AND ALL FASTENERS. SEE SELECTIVE EXTERIOR ELEVATIONS. 13 REMOVE EXISTING WOOD WATER TABLE TRIM WHERE INDICATED. SEE SELECTIVE DEMOUTION EXTERIOR ELEVATIONS. 14 REMOVE EXISTING WOOD FRAMED STAIRS, DECKS, RAMPS, AND RAILINGS, INCLUDING ALL VERTIGAI. SUPPORT FRAMING, STRUCTURAL CONNECTORS, AND CONCRETE PAD FOUNDATIONS. 15 REMOVE EXISTING CONCRETE SLABS AND LANDINGS WHERE INDICATED. 18 SAW —CUT & REMOVE EXISTING CONCRETE SLAB TO EXTENT AS SHOWN. LEGN—DM1 EXISTING CONSTRUCTION DEMOLISHED CONSTRUCTION NEW TEMPORARY CONSTRUCTION WALLS (1 HOUR RATED CONSTRUCTION) I —I {--1. L DENOTES NON —RATED SMOKE RESISTIVE PARTITION r: DENOTES 1 HOUR FIRE/SMOKE PARTITION DENOTES 2 HOUR FIRE/SMOKE PARTITION ® DENOTES 1 HOUR FIRE PARTTTION DENOTES DOOR AND FRAME TO BE REMOVED ® DENOTES PLUMBING FIXTURES TO BE REMOVED. (SEE PLUMBING DWG S.) ® EXISTING EXIT LIGHT EXISTING EXIT LIGHT WITH DIRECTIONAL ARROW ® NEW EXIT LIGHT ® NEW EXIT LIGHT WITH DIRECTIONAL ARROW FE DENOTES WALL HUNG FIRE EXTINGUISHER FE/FHc DENOTES FIRE HOSE CABINET WITH FIRE EXTINGUISHER 4 DENOTES FIRE ALARM PULL BOX N O R T H E L E V A T 10 N SELECTIVE DEMOLITION EXTERIOR ELEVATIO t3 SCALE : 1/4 = 1'-0" 3LE TRIM _L FASTENERS; NEW DOCUMENT QUALIFICATION These drawings were prepared based on information provided by the Owner, in the form of work prepared by others. Use without verification will be at the users sole risk. The user shall indemnify the architect Don Bergman Architecture LLC., from all claims and losses resglting from such use. The delivery of this drawing to the user should not be construed to provide on express warranty or a guarantee to anyone thgt certain conditions exist or that the use of this drawing implies the review End the approval by the architect of any shop drawing based on this inforr9ition. Use of this drawing in no way relieves any other party from meeting requirements imposed by contract or other means. } A �gj 1 slq,�4a yyy� b 6 l Don Berman ARCHITECTU E, LLC P: 772-466-5832 C:772-708-0164 License Na AA 26002432 P.O. Box 13537 4362 Gator Trace Lane Fort Pierce, Florida 34982' St. Lucie County Board of County Commissioners Walton Community Center Remodeling 11090 Ridge Avenue Fort Pierce, FL . �l _ IM'0 [ �pq o Consult t G 2019 Don Bergman Architecture LLC This document, Sheet No. SD-21 has been prepared specifically for this Project. This document is not suitable for use on other projects or in other locations without the approval and participation of Don Berppian Architechue, LLC AR0013560. Reproduction and/or reuse is prohibited. Sheet Title: Selective Demolition Existing Exterior Revisions r i t Comm.: Date t 19-009 07.11.19 Drawn: Checked ` DLB DBA f i ;sheet No. Fk!.'�F5$S3 GENERAL NOTES 1. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES / AGENCIES HAVING JURISDICTION. 2. THESE DOCUMENTS ARE NOT TO BE CONSTRUED AS BEING ALL INCLUSIVE. REFER TO DOCUMENTS PREPARED BY OTHERS FOR CIVIL, STRUCTURAL, ROOF SYSTEM DESIGN, MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL, LANDSCAPE AND IRRIGATION FOR THOSE REQUIREMENTS AS CONTAINED SPECIFICALLY IN EACH OF THE SEPARATE PACKAGES LISTED ABOVE. 3. THE CONTRACTOR IS RESPONSIBLE FOR ALL WORK SHOWN BY THESE DOCUMENTS AND FOR COORDINATION WITH ANY AND ALL OTHER DOCUMENTS PREPARED BY OTHERS. 4. ALL RATED PARTITIONS AND/OR ASSEMBLIES SHALL MEET APPROPRIATE U.L. STANDARDS AND ALL PENETRATIONS THRU RATED CONSTRUCTION SHALL CONFORM WITH APPLICABLE RATED ASSEMBLY INSTALLATION. 5. ALL WORK REQUIRED TO BE EXECUTED BY SUBCONTRACTORS SHALL BE PERFORMED BY COMPETENT FIRMS EXPERIENCED IN THE INSTALLATION OF THEIR SPECIFIC WORK. EACH SUBCONTRACTOR MUST HOLD CURRENT STATE REGISTRATION OR ST. LUCIE COUNTY CERTIFICATE OF COMPETENCY, AS WELL AS OTHER LICENSES WHICH MAY BE REQUIRED BY THE GOVERNING MUNICIPALITY IN WHICH THE PROJECT IS LOCATED. 6. BEFORE COMMENCING WORK, EACH CONTRACTOR/SUBCONTRACTOR SHALL VERIFY MEASUREMENTS, LOCATIONS AND COORDINATE AS REQUIRED BETWEEN ALL RELATED TRADES. VERIFY ALL EXISTING GRADES & ELEVATIONS IN THE AREA OF NEW WORK PRIOR TO CONSTRUCTION. 7. THE CONTRACTOR SHALL SUPPLY AND INSTALL ALL NECESSARY DEVICES AND EQUIPMENT TO ENSURE SAFE, FULLY OPERATIONAL AND WORKABLE SYSTEMS AND BUILDING. 8. ANY DISCREPANCIES WITH THE DRAWINGS, DIMENSIONS, CONFLICTS OR OTHERWISE, SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND VERIFIED PRIOR TO CONSTRUCTION. 9. TERMITE CONTROL SHALL BE PROVIDED BY APPLICATION OF SOIL TREATMENT SOLUTION CONSISTING OF CHLORPYRIFOS (DURSBAN TC) 1.0 PERCENT IN WATER EMULSION BELOW ALL SLABS ON GRADE, INTERIOR AND EXTERIOR FOUNDATION PERIMETERS TO A DISTANCE OF FIVE FEET BEYOND BUILDING EXTERIOR AND CARRY A FIVE YEAR GUARANTEE. 10. GYPSUM WALLBOARD SHALL COMPLY WITH ASTM C36 AND SHALL BE 5/8" THICK. PROVIDE MOISTURE RESISTANT GYPSUM BOARD AT WALLS BEHIND WET AREAS. 11. SHOP DRAWINGS SIGNED, SEALED AND DATED BY A STATE OF FLORIDA LICENSED ENGINEER SPECIFYING ALL CONNECTION DETAILS AND WIND FORCES AND/OR LATERAL FORCES SHALL BE PROVIDED FOR ALL ALUMINUM ENTRANCES AND STOREFRONTS, EXTERIOR HOLLOW METAL DOORS, EXTERIOR OVERHEAD DOORS, GUARDRAILS AND HANDRAILS TO DEMONSTRATE COMPLIANCE WITH ALL APPLICABLE CODES AND AGENCY REQUIREMENTS. 12. FIRE EXTINGUISHERS SHALL HAVE A U.L. LABEL RATING OF 4A-60BC MODEL #COSMIC ICE AS MANUFACTURED BY J.L. INDUSTRIES OR EQUIVALENT WITH WALL BRACKET. LOCATION AND MOUNTING SHALL COMPLY WITH ALL CODES. 13, DIMENSIONS SHOWN ON PLANS ARE TO THE INTERIOR FACE OF STUD PARTITIONS, FACE OF CMU AND CENTER OF CONSTRUCTION LINES. WHEN PARTITIONS OR WALL THICKNESS ARE SHOWN, THEY ARE INDICATED AS NOMINAL DIMENSIONS; I.E. 7 5/8 INCH CMU IS INDICATED AS 8". 14. THESE DRAWINGS SHOULD NOT BE SCALED TO OBTAIN DIMENSIONS. REFER TO DIMENSIONS INDICATED. ANY DIMENSION NOT PROVIDED OR MIS -LABELED SHALL BE VERIFIED WITH THE ARCHITECT PRIOR TO CONSTRUCTION. 15. PROVIDE 8"x 8" SIGNS AT ALL TOILET ROOM DOORS. EACH SHALL HAVE 4" HIGH SYMBOL AND 3/4" LETTERS BELOW. SIGN SHALL BE PME 1000 PHOI) WITH RAISED COPY LETTERS AS MANUFACTURED BY ANDCO IND CORP OR EQUIVALENT AND SHALL COMPLY WITH ALL HANDICAPPED AND CODE REQUIREMENTS. X FIXTURES. FAUCETS AND FIXTURE FTmNGS (MAIM 4) A. SECTION 403 MINIMUM PLUMBING FACILITIES TABLE 403.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES WATER CLOSETS URINALS SEE ECTION 419.2 LAVATORIES DRINKING NO. CLASSI- FICATION OCCU- PANCY DESCRIPTION BATHTUBS/ SHOWERS AIN SEEFOUD EC. �10.0) OTHER MALE FEMALE MALE FEMALE 1 ASSEMBLY A-3 COMMUNITY CENTER 1 PER 125 1 PER 651 1 PER 200 _ 1 PER 1 100 129 OCCUPANTS: 50% MEN = 64 50% WOMEN = 65 FIXTURE MALE FEMALE COMMON/UNISEX REQUIRED PROVIDED REQUIRED PROVIDED REQUIRED PROVIDED WATER CLOSETS 1 1 1 1 1 URINALS LAVATORIES 1 BATHTUBS/SHOWERS DRINKING FOUNTAIN SERVICE IN .Q r - I � I 5'-0" x 4'-6" MIN. CLEAR FLOOR AREA I ON II � I <C_� � 5'-3 1 /2' 99.9s GRADE L- - toe o 1 B A-3.1 4'-9 1 /2w 4'-9 1 MIN. 4�-9w I IAllou"o6 1osA \ r---- EAR x 4OOR AREA " CLEAR �' I I 14 107 I 13 I Crafts Am I 108 Serwhig 550.6 SF -1 I iU5 373 SF II AMERII STANDARD 0954.004EC WALL HUIG LAVATORY �2 -6.0 I NEW SE W/AM ICAN STANDARD 5502.175 FAUCET, . - - - - - - - - - - - - - - - - l I I unl 107I 4 I I I REIN LL EXIST. FLUORESCENT LIGHT F E AND HAUST FAN IN APPROX. LOCATIONS AS SHOW . COORDINATE W/NEW CEILING GRID LAYOUT.- AMERI STANDARD 0954.004EC WALL HUNG LAVATORY W/Ai�4 MV STANDARD 5502.175 FAUCET, 1 1 'r� ICI i I � i 108 5'-3 99.83' CONC SLAB 5'-3 Don Berman ARCHITECTU E, LLC P:772-466-5832 C: 772-708-0164 M I I License No. AA 26002432 P.O. Box 13537 'n 4362 Gator Trace Lane 00 Fort Pierce, Florida N Dki�i34982 A-3.2 - --------- I-------- -- -- --------'I I fit I AC II I I I ilk --- mI� g05Arn o Commun 1011 379.3 SF ------ - --- , ---------------------------- � N U V9n n III I I I I ] w ERICAN AND D 09 .0 AEC WALL HUNG LAVATOR] W/AMERI DARD 0 .175 FAUCET, TYP. 5 REINSTALL EXIST. FLUORESCENT LIGHT FIXTURE AND D(HAUST F IN APPROX. LOCATIONS AS SHOWN. COORDI NTE W/NEW IGHT EILING GRID LAYOUT. NNEW 2' x 2' FL ORESCENT FIXTURE COORDINATE W/ CEILING GRID LAYOUT. 10 S. 7 A c I I I I FINI H2 FLOOR 101A III III Vestlbub I I �5'-0* x 4'-6" MIN. III III III III L n I II 02 CLEAR FLOOR AREA I I I I � o m ¢ r - - - - - - - - - - - - - - - --------I------------------------------- 5,-ow--- I I I I I 4'-6 1I2" I 3 4w I L_-�r_ I Jcn) I REMODELING FLOOR PLAN SCALE : 1/4" = V-0" C VZ I I A-3.3 Io i Mims MINE 71�111 Ifo�n■ L �I, 5'-3 m I I DOCUMENT QUALIFICATION These drawings were prepared based on information provided by the Owner, in the form of work prepared by others. Use without verification will be at the users sole risk. The user shall indemnify the architect Don Bergman Architecture LLC., from all claims and losses resulting from such use. The delivery of this drawing to the user should not be construed to provide an express warranty or a guarantee to anyone that certain conditions exist or that the use of this drawing implies the review and the approval by the architect of any shop drawing based on this information. Use of this drawing in no way relieves any other party from meeting requirements imposed by contract or other means. St. Lucie County Board of County Commissioners Walton Community Center Remodeling 11090 Ridge Avenue Fort Pierce, Fl, Seal*NOV2 0 202 Consultant ® 2019 Don Bergman Architecture LLC This document, Sheet No. A-1.0 has been prepared specifically for this Project. This document is not suitable for use on other projects or in other locations without the approval and participation of Don Bergman Architecture, LLC AR0013560. Reproduction and/or reuse w prohibited. Sheet Title Remodeling Floor Plan 1/4'=1'-O- Revisions Comm.: Date: 19-009 07.11.19 Drawn: Checked: DLB DBA L A-1.0 dlb 04.12.10 1 i --------------- 1 I 777 - I L —J —J —J: L__.._J�J J J 1 — -J sasaa�.. � M 0 �.. �.. a.�.. �..a�� .-.. REFER TO SHEETS A-3.2 & A-3.2.1 FOR W E S T E L E V A T 1 O N REFER TO SHEET A-3.1 FOR FRAMING PLAN dt FRAWNG PLAN 3 SECTIONS OF THIS AREA SECTIONS OF THIS AREA REMODELING EXTERIOR ELE-61�Al T', 1,A48 SCALE : 1/4' = 1'-0' DOCUMENT QUALIFICATION These drawings were prepared based on information provided by the Owner, in the form of work prepared by others. Use without verification will be at the user's sole risk. The user shall indemnify the orchitect Don Bergman Architecture LLC., from all claims and losses resulting from such use. The delivery of this drawing to the user should not be construed to provide an express warranty or a guarantee to anyone that certain conditions exist or that the use of this drawing implies the review and the approval by the architect of any shop drawing based on this information. Use of this drawing in no way relieves any other party from meeting requirements imposed by contract or other means. i WS' S' g l b. F 1�h £5 b � fl if Ff">mt.a. . Don Bergman ARCHITECTURE, LLC P: 7724665832 C: 772-708-0164 License Na AA 26002432 P.O. Box 13537 4362 Gator Trace Lane Fort Pierce , Florida 34982 St. Lucie County Board of County Commissioners Walton Community Center Remodeling 11090 Ridge Avenue Fort Pierce, Fl, Seal >; _ _2 Q,202 Cansul m 2019 Don Bergman Architecture LLC This document, Sheet No. A-2.0 has been prepared specifically for this Project. This document is not suitable for use on other projects or in other locations without the approval and participation of Don Herman Architecture, LLC AR0013560. Reproduction and/or reuse is prohibited. Sheet Title: Remodeling Exterior Elevations 1/4'=l'-0' Revisions Comm.: Date: 19-009 07.11.19 Drawn: Checked: DLB DBA L No. dR rl� U d1b 04.12.10 ROOM FINISH SCHEDULE ROOM NO. ROOM MAME FLOOR BASE WALLS CEILING CEILING HEIGHT REMARKS NORTH EAST SOUTH WEST 101 COMMUNITY ROOM 102 VESTIBULE LVT WOOD LATEX LATEX LATEX LATEX ACOUSTIC 8'-0" MIN. 103 WOMEN'S TOILET LVT WOOD LATEX LATEX LATEX LATEX ACOUSTIC 8'-0" MIN. 4'-0" WAINSCOT 104 MEN'S TOILET LVT WOOD LATEX LATEX LATEX LATEX ACOUSTIC 8'-0" MIN. 4'-0" WAINSCOT 105 SERVING AREA WOOD LATEX LATEX LATEX LATEX 106 ALCOVE LATEX PAINT WALL ® NEW DOOR & FRAME 107 UNISEX TOILET LVT WOOD LATEX LATEX LATEX LATEX 4'-0" WAINSCOT 108 CRAFTS AREA N 0 T E S StLJbCc" 190*0 DePwIlirwill Pro" Building Permit: Building Address: 11M edge Avenue, Fort Rem, FL ContIvictor: Opwft 9cMdul w Soft Does. Omlrod Doors, sung Does, FW Ckm Ondm & Sity7glty AID Product Model Manufacturer Goss Deeaip w ,atmhmWd Method Type, S m Spacing & & 6adrrbnt 130111 g Design Pressure Product Dm* PrMure Product Nm Prodaot NDA EghMm Della 101 CLASSIC CRAFT CANVAS COLLECTION HALF-UTE 2 PANEL CCV0609-RG THEM TRU DOORS 9/16" LAMINATED IMPACT #8 x 2 1/2' PFH WOOD SCREW; 1.15" MIN. EMBEDMENT, 5/8' MIN. EDGE DISTANCE, HEAD & JAMBS - 6" MAX. FROM TOP CORNERS & 14" MAX. O.C.; +32.30, -35.30 +67.0, -67.0 FL-5891.3 '• i!!!!%,!!!!!A61=1 VAffA!!!!,AWA&A!!!!!!!!, �!A,9A&A /i!!!!/i!!!!/ !!! !!!!!!!!!! V!!!/.%!!//.%ZZIAJ%!!lam %./.d//////////!!//!/!%/!!//.=ZZ110/ZZ0111 ZZWO DOOR RK DOOR (W X H X SIZE 1 3/4") DOOR TYPE DOOR FRAME TYPE SCHEDULE HEAD & JAMB DETAILS 'UL' LABEL SILL HDW. DETAIL SET REMARKS�� 101 PR 3'-0" x 6'-8" D2 F2 101A EX I S T I NG DOOR TO R E M A I N 102 NOT USED 103 3'-0" x 6'-8" D1 F1 104 S-O" x 6'-8" D1 F1 105 S-O" x 6'-8" D1 F1 106 EXISTING D 0 0 R TO REMAIN -- 106A E X I S T I NG DOOR TO R E M A I N I 107 3'-0" x 6'-8" D1 F1 108 EXISTING DOOR TO REMAIN 108A EX I S T I NG DOOR TO REMAIN Li N O T E S DR. WIDTH 0 -U 4 0 0 n a WOOD DOOR WOOD DOOR FRAME FRAME D1 D2 --- F1 -- E2 SIX PANEL SOLID WOOD SOLID WOOD DOOR; PAINTED PAINTED CORE DOOR; PAINT IMPACT RESISTANT GLAZING TO MATCH EXIST. DOOR + FRAME TYPES IF EH 1 ° O I I M 1�7 1 I I I I I I I \ I IJJ IJ� 1 S 0 U T H E L E V A T 1 0 N REFER TO SHEET 3.1-FOR FRAMING PLAN & ••��J••JJ REFER TO SHEET A-3 4 FORFRAMING RAMING & SECTIONS OF THIS AREA SECTIONS OF THIS AREA REMOVE AND REPLACE EXISTING GABLE END LEE] I FELT UNDERLAYMENT W/NEW 30# ROOFING FELT 12" HARDIEPLANK CEDARMILL LAP SIDING, LAPPED 1 1/4" TYP. (10 3/4" EXPOSURE) RANDOM STAGGER ALL BOARD END JOINTS; ALL FASTENERS SHALL BE STAINLESS STEEL OR HOT DIPPED GALV. m - ' - - - -son REMOVE AND REPLACE EXISTING 2x WATERTABLE TRIM °- W/ NEW R.S. 2" x 4"; CUT TO MATCH EXIST. TRIM PROFILE; ° ° PAINT TRIM & CAULK ALL JOINTS. 1 1 1 1 I I 1 1 1 1 7 ° ° L L—J L- -1 JJ °-I J LJ L— J—I N O R T H E L E V A T 1 0 N REFER TO SHEET A-3.3 FOR FRAMING PLAN & REFER TO SHEETS A-3.2 & A-3.2.1 FOR SECTIONS OF THIS AREA R E M O D E L I N G EXTERIOR ELEVATIONS FRAMING PLAN & SECTIONS OF THIS AREA SCALE : 1/4" = 1'-0" DOCUMENT QUALIFICATION These drawings were prepared based on information provided by the Owner, in the form of work prepared by others. Use without verification will be at the user's sole risk. The user shall indemnify the architect Don Bergman Architecture LLC., from all claims and losses resulting from such use. The delivery of this drawing to the user should not be construed to provide an express warranty or a guarantee to anyone that certain conditions exist or that the use of this drawing implies the review and the approval by the architect of any shop drawing based on this information. Use of this drawing in no way relieves any other party from meeting requirements imposed by contract or other means. dB Don Bergman ARCHITECTURE, LLC P:772-466-5832 C:772-708-0164 License Na AA 26002432 P.O. Box 13537 4362 Gator Trace Lane Fort Pierce, Florida 34982 St. Lucie County Board of County Commissioners Walton Community Center Remodeling 11090 Ridge Avenue Fort Pierce, FL Seal: -a '202 Consult 1D 2019 Don Bergman Architecture LLC This document, Sheet No. SD-2.1 has been prepared specifically for this Project. This document is not suitable for use on other projects or m other locations without the approval and participation of Don Bergptan Architecture, LLC AR0013560. Reproduction and/or reuse is prohibited. Sheet Title: Remodeling N/S Exterior Elevations/ Schedules/ Product Approvals 1/4-=1'-00 Revisions: Comm.: Date 19-009 07.11.19 Drawn: Checked: DLB DBA Sheet No. I A - 2. �7- i c, I SCALE: 1/4" = 1'-0" 12.10 SECTION SCALE : 3/4" = 1'-0" �, J 1 1 1 / 1V1 1 IV \/1 1 v P IV SCALE : 3/4" = V-0" ALL FRAMING MATERIAL SHALL BE STRUCTURAL RECYCLED PLASTIC LUMBER AS MANUFACTURED BY AMERICAN PLASTIC LUMBER INC. (877-677-7701) OR ARCHITECT APPROVED EQUIVALENT ALL FASTENERS SHALL BE STAINLESS STEEL. ALL CONCRETE SHALL BE NORMAL WEIGHT, 3000 PSI 0 28 DAYS ALL STRUCTURAL CONNECTORS SHALL BE SIMPSON HOT - DIPPED GALVANIZED WHERE AVAILABLE. 1 1/2"0 TUBE RAILING; MOUNT O 34-38" ABOVE WALKING SURFACE/STAIR TREAD NOSING, TYP. 2" x 8" TOP RAIL; FASTEN TO 4" x 4" POSTS W/2-1/2"0 CARRIAGE THRU-BOLTS. C.S. WASHER & NUT 4" x 4" POST W/45' MITER O TOP OF POST, TYP. 2" x 2" BALUSTERS W/45' MITER, TYP. TOP & BOTT. 0 5 1/4" O.C.; FASTEN W/2-#10 x 3' SCREWS O TOP & BOTT. 5/4" x 6" DECKING; FASTEN W/2-#10 x 2 1/2" SCREWS O EA. BEARING. LANDING FINISH FLOOR ELEVATION +0'-0" NGVD ELEVATION +100.97' 2" x 8" DECK JOISTS 0 16" O.C. - SEE FRAMING PLAN FOR SPACING 2" x 10" EA. SIDE OF 4" x 4" POST; FASTEN W/2-5/8"0 CARRIAGE THRU-BOLTS SIMPSON CBS44 COLUMN BASE LW/2-5/8"0 ST. STL. BOLTS, TYP. it APPROX. GRADE ELEVATION -2'-6" 16" x 16" x 2'-0" CONC. PEDESTAL, TYP. ALL FRAMING MATERIAL SHALL BE STRUCTURAL RECYCLED PLASTIC LUMBER AS MANUFACTURED BY AMERICAN PLASTIC LUMBER INC. (877-677-7701) OR ARCHITECT APPROVED EQUIVALENT ALL FASTENERS SHALL BE STAINLESS STEEL ALL CONCRETE SHALL BE NORMAL WEIGHT, 3000 PSI O 28 DAYS ALL STRUCTURAL CONNECTORS SHALL BE SIMPSON HOT - DIPPED GALVANIZED WHERE AVAILABLE. 2" x 8" TOP RAIL; FASTEN TO 4" x 4" POSTS W/2-1/2"0 CARRIAGE THRU-BOLTS; C.S. WASH & NUT #- 11' 2" x B" DECK JOISTS TO FACE OF SIMPSON ML2J ANGLE AT EA. STRINGER BUILDING TO CONC SLA ; FASTEN TO SLAB W/1/4"O x Z TAPCONS 0" EA. SIDE OF 4" x 4" POST; FASTEN "w a 4'-C' 1/8"0 CARRIAGE THRU-BOLTS I A N 16" x 2'-0" CONC. PEDESTAL, TYP. SIMPSON C 4 COLUMN BASE " POST W/4V MITER W/2-5/8"0 IT. STL. BOLTS, TYP.� OF POST, TYP. TOP OF CONC. PAD S 1/2" 2" x 10" EDGE BOARD & 5/4 x 6" -0 ELEVATION -2'-4" 6 TO FACE OF EXIST. BUILDING 8" 4" CONC SLAB ON CLEAN, COMPACTED SAND FILL. REINFORCE SLAB W/6" x 6" W1.4 x WIA W.W.M. PROVIDE 1-#5 BAR IN 8" x 8" THK. SLAB EDGE ON ALL EXPOSED SIDES. PROVIDE 12" DP x 16" THK. SLAB EDGE W/2 -#5 BARS 0 SIDE OF STAIR ATTACHMENT. 5'-1 3/8" 0" EA. SIDE OF 4" x 4" POST; FASTEN ,/800 CARRIAGE THRU-BOLTS 16" x 2'-0" CONC. PEDESTAL, TYP. " POST W/45' MITER OF POST, TYP. " POST W/45' MITER OF POST, TYP. IC SLAB ON CLEAN, COMPACTED SAND FILL, ICE SLAB W/6" x 6" W1.4 x W1.4 W.W.M. 1-0 BAR IN 8" x 8" THK. SLAB EDGE EXPOSED SIDES. PROVIDE 12" DP x 16" LAB EDGE W/2 -#5 BARS 0 SIDE OF kTACHMENT. 1 1/2"0 TUBE RAILING; MOUNT O 36-38" ABOVE WALKING SURFACE/STAIR TREAD NOSING. 2" x 8" TOP RAIL; FASTEN TO 4" x 4" POSTS W/2-1/2"0 CARRIAGE THRU-BOLTS; C.S. WASHER & NUT 0 I 2'-8 1/4" FLORIDA BUILDING CODE — BUILDING, 6TH ED. (2017) 1015.4 OPENING LIMITATIONS. REQUIRED GUARDS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A SPHERE 4 INCHES IN DIAMETER FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT. 4'-5 7/8' 5 2" x 10" EDGE BOARD, TYP.; FASTEN TO 4" x 4" POST W/2-1/2"O CARRIA THRU—BOLTS, C.S. WASHER & NUT. 4-2" x 12" STRINGERS BEYOND, TYP. ATTACH TO FRAMING W/SIMPSON LSCZ STRINGER CONNECTOR u I I u I I o I I I I � I I I ELEVATION 6 SCALE : 3/4" = V-0" 2'x2' SIMPSON ML24 ANGLE AT EA. STRINGER iv ' TO CONC SLAB; FASTEN TO SLAB W/1/4"O x 2" TAPCONS 4" CONC SLAB ON CLEAN, COMPACTED SAND FILL. REINFORCE il SLAB W/6" x 6" W1.4 x WIA W.W.M. PROVIDE 1-#5 BAR IN 8" x 8" THK. SLAB EDGE ON ALL EXPOSED SIDES. PROVIDE 12' DP x 18" WIDE THK. SLAB EDGE W/2 -#5 BARS O SIDE OF STAIR ATTACHMENT. IIIdXXXt SLOPE 1/2" r- -------_ --°�— -- d 10ad � Q. W-1 3/B' SIMPSON CBS44 COLUMN BASE BNASTERS O 5 1/4' O.C. 3'-1 7/8' 2' x 2' 4NI M BALUSTERS 0 5 ilmimimimimi O.C. u u u u u u u u u 11 / RISER CLOSURE: 5/4" x 8" (CUT TO FIT) / DECK BOARD, TYP. / 3-2" x 12" STRINGERS BEYOND, TYP. / o ATTACH TO FRAMING W/SIMPSON LSCZ / O STRINGER CONNECTOR i o � SECTION C jFA�E : 3/4" = 1'-0' 3'-1 Li N w 4 lV EXTEND 2" x 8" TOP RAIL TO FACE OF EXIST. BUILDING 2" x 8" TOP RAIL; FASTEN TO 4" x 4" POSTS W/2-1/2"0 CARRIAGE THRU-BOLTS; C.S. WASHER & NUT 4" x 4" POST W/45' MITER O TOP OF POST, TYP. 2" x 2" BALUSTERS W/45' MITER, TYP. TOP & BOTT. O 5 1/4" O.C.; FASTEN W/2-#10 x 3" SCREWS 0 TOP & BOTT. —5/4" x 6" DECKING BEYOND; FASTEN W/2-#10 x 2 1/2" SCREWS O EA. BEARING. LANDING FINISH FLOOR ELEVATION +0'-0- NGVD ELEVATION +100.97' EXTEND 2" x 10" EDGE BOARD TO FACE OF EXIST. BUILDING 2" x 10" EA. SIDE OF 4" x 4" POST; FASTEN W/2-5/8"0 CARRIAGE THRU-BOLTS SIMPSON CBS" COLUMN BASE W/2-5/8"0 ST. STL BOLTS, TYP. k APPROX. GRADE 16" x 16" x 2'-0" CONC. PEDESTAL, TYP. — 2" x 8" TOP RAIL; FASTEN TO 4" x 4" POSTS W/2-1/2"0 CARRIAGE THRU-BOLTS; C.S. WASHER & NUT —4" x 4" POST W/45' MITER O TOP OF POST, TYP. —2" x 2" BALUSTERS W/45' MITER, TYP. TOP & BOTT. O 5 1/4" O.C.; FASTEN W/2-#10 x 3" SCREWS O TOP & BOTT. _2" x 10" EDGE BOARD BEYOND, TYP.; FASTEN TO 4" x 4" POST W/2-1/2"O CARRIAGE THRU-BOLTS, C.S. WASHER & NUT. —5/4" x 6" DECKING; FASTEN W/2-#10 x 2 1/2" SCREWS 0 EA. BEARING. LANDING FINISH FLOOR ELEVATION +0'-0" NGVD ELEVATION +100.97' — 2" x 8" DECK JOISTS O 16" O.C. - REFER TO FRAMING PLAN FOR SPACING —SIMPSON H2.5A HURRICANE TIE, TYP. O EA. DECK JOIST TO 2" x 10" BEAMS. — 2" x 10" EA. SIDE OF 4" x 4" POST; FASTEN W/2-5/8"0 CARRIAGE THRU-BOLTS — SIMPSON CBS" COLUMN BASE W/2-5/8"0 ST. STL BOLTS, TYP. 16" x 16" x 2'-0" CONC. PEDESTAL BEYOND, TYP. Don Bergman ARCHITECTURE, LLC P:772-466-5832 C:772-708-0164 License Na AA 26002432 P.O. Box 13537 4362 Gator Trace Lane Fort Pierce, Florida 34982 St. Lucie County Board of County Commissioners Walton Community Center Remodeling 11090 Ridge Avenue Fort Pierce, FL Sea*NOV 0 2020 Consult ® 2019 Don Bergman Architecture LLC This document, Sheet No. A-4.0 has been prepared specifically for this Project. This document is not suitable for use on other projects or in other locations without the approval and participation of Don Bergtnan Architecture, LLC AR0013560. Reproduction and/or reuse is prohibited. Sheet Title : Enlarged Framing Plans Sections 3/4"=1'-0" Revisions: Comm.: Date 19-009 07.11.19 Drawn: Checked: DLB OBA No. 9 3 r�+ s ." dlb 04.12.10 a - - c o• a m w m � I W 0 x N B A-3.1 14'-10 1/2' W-3 1/2' 4'-9 1/2' V-9 1/2" V-1 1/8' 1'-2 5/8' 1'-2 5/8' V-1 1/8' x 10" EDGE BOARD. TYP. mimolm �1�01111= MUM W 0 w 0 x N • "' W e I � m N W W N 071■I ME 4" x 4" POST W/45' MITER O TOP OF POST, TYP. 2" x 10" EDGE BOARD, TYP. 4" x 4' POST W/45' MITER O TOP OF POST, TYP. _ 2" x 6" EDGE BOARD, TYP. --------------- _=- - APE D 2 x B DEC C JOIST, —TAI IERED 2" t 4" t ECK IOIST, TYP. h 04 APE D 2 x B DEC JOI T. TA x 6 0 x ERED DEC 1/ 2" X ING " SC 4 EYO EWS ECK D; F EA GIST, TEN BEA TYP. W/ HNG. 5/4 2-# W S E 1 12" uD_._.. . -._. _.-. _ __— ..—. APE TAPE D 2 ED x 8 x DEC DE J01 K J T, ST, P. P TA TAPERED ERED 2" 2" x 4" [ECK 4" ECK IST, IOIST, TYP. TYP. lV 4" x 4" POST W/45' MITER 2" x 6" EDGE BOARD, TYP. O TOP OF POST, TYP. ■■I�I—I T 1-4* 1 3'-11 1/2' 1 1'-4' U FRAMING PLAN SCALE : 3/4" - V-0" 4'-6 1/2' 4" x 4" POST W/45' MITER O TOP OF POST, TYP. ALL FRAMING MATERIAL SHALL BE STRUCTURAL RECYCLED PLASTIC LUMBER AS MANUFACTURED BY AMERICAN PLASTIC LUMBER INC. (877-677-7701) OR ARCHITECT APPROVED EQUIVALENT ALL FASTENERS SHALL BE STAINLESS STEEL ALL CONCRETE SHALL BE NORMAL WEIGHT, 3000 PSI O 28 DAYS ALL STRUCTURAL CONNECTORS SHALL BE SIMPSON HOT - DIPPED GALVANIZED WHERE AVAILABLE. 4" x 4" POST W/45' MITER O TOP OF POST, TYP. 5 n n n n n n n n n o to I 5/4" x 6" DECKING BEYOND; FASTEN W/2-#10 x 2 1/2" '.. SCREWS O EA. BEARIN . 0 � 2" x 8" DECK JOISTS O 16" O.C. u U U u U LJ U U u o SEE FRAMING PLAN FOR SPACING APPROX. GRADE. I SIMPSON CBS44 COLUMN BASE Li W/2-5/8"0 ST. STL. BOLTS, TrP. --16" x 16" x 2'-0" CONC. PE ESTAL, TYP. 0 , 0 N N 3'-21/f 1'-4' 2'-10" k SECTION C SCALE : 3/4' = 1'-0' — EXTEND 2" x B" TOP RAIL TO FACE OF EXIST. BUILDING — 2" x B" TOP RAIL; FASTEN TO 4" x 4" POSTS W/2-1/2"0 CARRIAGE THRU-BOLTS; C.S. WASHER & NUT — 4" x 4" POST W/45' MITER O TOP OF POST, TYP. — 2" x 2" BALUSTERS W/45' MITER, TYP. TOP & BOTT. O 5 1/4" O.C.; FASTEN W/2-#10 x 3" SCREWS O TOP & BOTL _2" x 10" EDGE BOARD, TYP.; FASTEN TO 4" x 4" POST W/2-1/2"0 CARRIAGE THRU-BOLTS, C.S. WASHER & NUT. LANDING FINISH FLOOR ELEVATION +0'-0" NGYD ELEVATION +100.97' —EXTEND 2" x 10" EDGE BOARD TO FACE OF EXIST. BUILDING —SIMPSON CBS44 COLUMN BASE W/2-5/Wal ST. STL BOLTS, TYP. —16" x 16" x 2'-0" CONC. PEDESTAL, TYP. v 4" x 4" POST W/45' MITER O TOP OF POST, TYP. 4" x 4" POST W/45' MITER O TOP OF POST, TYP. TOP OF EXIST. CONC. PAD ELEVATION -0'-8 1/2" NGVD ELEVATION +100.26' • C I 5/4" x 6" DECKING 2-#10 x 2 1/2" SC n n n n n n n n n In ELEVATION A SCALE 3/4" = l'-0" 4'-9 1/4' SIMPSON ML24 ANGLE AT EA. DECK JOIST O 18"O.C. 8' _T FASTEN TO SLAB W/1/4"M x 2" TAPCONS; ATTACH TO 85�1_4" CONC SLAB ON CLEAN, COMPACTED SAND FILL. REINFORCE SLAB W/B" x 6" W1.4 x W1.4 W.W.M. DECK JOIST W/3-#10 x 1 1/4" SCREWS PROVIDE 1-#5 BAR IN B" x B" THK. SLAB EDGE SECTION ON SHORT SIDES. PROVIDE 12" DP x 16" THK. SLAB EDGE W/2 -#5 BARS O SIDE OF RAMP. SCALE : 3/4" = V-0" 5'-3 1/2' 2" x 8" TOP RAIL; FASTEN TO 4" x 4" POSTS W/2-1/2"0 CARRIAGE THRU—BOLTS; C.S. WASHER & NUT 4" x 4" POST W/45' MITER O TOP OF POST, TYP. 2" x 2" BALUSTERS W/45' MITER, TYP. TOP & BOTT. O 5 1/4" O.C.; FASTEN W/2—#10 x 3" SCREWS O TOP & BOTT. 5/4" x 6" DECKING BEYOND; FASTEN W/ 2—#10 x 2 1/2" SCREWS O EA. BEARING. 2" x 8" DECK JOISTS O 16" O.C. - a SEE FRAMING PLAN FOR SPACINGS n 2" x 8" TOP RAIL :E OF EXIST. BUILDING " TOP RAIL; FASTEN TO 4" x 4" POSTS /2"0 CARRIAGE THRU—BOLTS; C.S. WASHER " POST W/45' MITER O TOP OF POST, TYP. • BALUSTERS W/45' MITER, TYP. TOP & D 5 1/4" O.C.; FASTEN W/2—#10 x 3" i O TOP & BOTT. 0" EDGE BOARD, TYP.; FASTEN TO 4" x 4" f/2-1/2"0 CARRIAGE THRU—BOLTS, ASHER & NUT. (DING FINISH FLOOR VATION +0'-0" fD ELEVATION +100.97' 2" x 10" EDGE BOARD :E OF EXIST. BUILDING N CBS44 COLUMN BASE /8"0 ST. STL. BOLTS, TYP. 16" x 2'-0" CONC. PEDESTAL, TYP. FLORIDA BUILDING CODE — BUILDING. 6TH ED. (2017) 1015.4 OPENING LIMITATIONS. REQUIRED GUARDS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A SPHERE 4 INCHES IN DIAMETER FROM THE WALKING '0 THE REQUIRED GUARD HEIGHT. 2" x B" TOP RAIL; FASTEN TO 4" x 4" POSTS W/2-1/2"0 CARRIAGE THRU-BOLTS; C.S. WASHER & NUT 4" x 4" POST W/45' MITER O TOP OF POST, TYP. 2" x 2" BALUSTERS W/45' MITER, TYP. TOP & BOTT. O 5 1/4" O.C.; FASTEN W/2-#10 x 3' SCREWS O TOP & BOTT. 2" x 10" EDGE BOARD, TYP.; FASTEN TO 4" x 4" POST W/2-1/2"/ CARRIAGE THRU-BOLTS, C.S. WASHER & NUT. LANDING FINISH FLOOR ELEVATION +0'-0- NGVD ELEVATION +100.97' EXTEND 2" x 10" EDGE BOARD TO FACE OF EXIST. BUILDING SIMPSON CBS44 COLUMN BASE W/2-5/8"0 ST. STL. BOLTS, TYP. 16" x 16" x 2'-0" CONC. PEDESTAL, TYP. — 2" x 8" TOP RAIL; FASTEN TO 4" x 4" POSTS W/2-1/2"0 CARRIAGE THRU-BOLTS; C.S. WASHER & NUT —4" x 4" POST W/45' MITER O TOP OF POST, TYP. —2" x 2" BALUSTERS W/45' MITER, TYP. TOP & BOTT. O 5 1/4" O.C.; FASTEN W/2-#10 x 3" SCREWS O TOP & 9077. —2" x 10" EDGE BOARD, TYP.; FASTEN TO 4" x 4" POST W/2-1/2"0 CARRIAGE THRU-BOLTS, C.S. WASHER & NUT. LANDING FINISH FLOOR ELEVATION +0'-0" NGVD ELEVATION +100.97' —SIMPSON CBS44 COLUMN BASE W/2-5/8"0 ST. STL. BOLTS, TYP. — 16" x 16" x 2'-0" CONC. PEDESTAL, TYP. Don Bergman ARCHITECTU E, LLC P:772-466-5832 C:772-708-0164 License Na AA 26002432 P.O. Box 13537 4362 Gator Trace Lane Fort Pierce, Florida 34982 St. Lucie County Board of County Commissioners Walton Community Center Remodeling 11090 Ridge Avenue Fort Pierce, FL Seal: *NC�V 0 20N Consultant ® 2019 Don Bergman Architecture LLC This document, Sheet No. A-.1 has been prepared specifically for this Project. This document is riot suitable for use on other projects or in other locations without the approval and participation of Don Bergman Architecture, LLC AR0013560. Reproduction and/or reuse is prohibited. Sheet Title Enlarged Framing Plans Sections 3 =1'-0' Revisions Comm.: Date 19-009 07.11.19 Drawn: Checked: DLB DBA A-3.1 dlb 04.12.10 Of: FLORIDA BUILDING CODE - BUILDING, 6TH ED. (2017) 1015.4 OPENING LIMITATIONS. REQUIRED GUARDS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A SPHERE 4 INCHES IN DIAMETER FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT. 1 1/2"0 TUBE RAILING; MOUNT O 36-38" ABOVE WALKING SURFACE/STAIR TREAD NOSING. 2" x 8" TOP RAIL; FASTEN TO 4" x 4" POSTS W/2-1/2"0 CARRIAGE THRU-BOLTS; C.S. WASHER & NUT 7 TREADS O 11' Fit = 5'-5' 11' 11' 11' 11' 11" SIMPSON ML24 ANGLE AT EA. STRINGER `3 ^ IN ` r TO CONIC SLAB; FASTEN SLAB 1� 11. W/1/4"L x 2" TAPCONS 4" CONC SLAB ON CLEAN, COMPACTED SAND FILL. o / REINFORCE #5 W/IN x B" " T x W1.4 W.W.M. ^ I _.I, "I I LJ PROVIDE 1- BAR IN 8" x 8" THK. SLAB EDGE ON m ALL EXPOSED SIDES. PROVIDE 12" DP x 33" WIDE THK. SLAB EDGE W/2-#5 BARS O STAIR ATTACHMENT. / SLOPE 1/2- CONCRETE PAVEMENT NGVD ELEVATION +99.83' — — — — — — A ° &\ I HI aAn s SIMPSON CBS44 COLUMN BASE 2" x 10" EDGE BOARD, TYP.; FASTEN TO 4" x 4" POST W/2-1/2"O CARRIAGE THRU-BOLTS, C.S. WASHER & NUT. SECTION A SCALE : 3/4' = l'-0' u 0 I F-2" x 10" EDGE BOARD, TYP.; FASTEN TO 4" x 4" POST W/2-1/2"O CARRIAGE THRU-BOLTS, C.S. WASHER & NUT. SIMPSON H2.5A HURRICANE TIE, TYP. O EA. DECK JOIST TO 2" x 10" BEAMS.- 5-2" x 12" STRINGERS BEYOND, TYP. ATTACH TO FRAMING W/SIMPSGN LSCZ STRINGER CONNECTOR 4" x 4" POST, TYP. SIMPSON CBS44 COLUMN BASE W/2-5/800 ST. STL. BOLTS, TYP. 16" x 16" x 2'-0" o CONC. PEDESTAL, TYP. iV N u x TOP RAIL; FASTEN TO POSTS W/2-1/2"0 CARRIAGE THRU-BOLTS; C.S. WASHER & NUT —4" x 4" POST W/45' MITER O TOP OF POST, TYP. —2" x 2" BALUSTERS W/4V MITER, TYP. TOP & BOTT. O 5 1/4" O.C.; FASTEN W/ 2-#10 x 3" SCREWS O TOP & BOTT. —5/4" x 6" DECKING BEYOND; FASTEN W/2-#10 x 2 1/2" SCREWS O EA. BRNG. LANDING FINISH FLOOR ELEVATION +3+3"-4" NGVD ELEVATION +104.42' 2" x 8" DECK JOISTS O 16" O.C. SEE FRAMING PLAN FOR SPACING 2" x 10" EA. SIDE OF 4" x 4" POST; FASTEN W/2-5/8"0 CARRIAGE THRU-BOLTS 4" x 4" POST, TYP. SIMPSON CBS44 COLUMN BASE W/2-5/8"0 ST. STL. BOLTS, TYP. 16" x 16" x 2'-0" CONC. PEDESTAL, TYP. Don Berman ARCHITECTU E, LLC P:772-466-5832 C:772-708-0164 License Na AA 26002432 P.O. Sox 13537 4362 Gator Trace Lane Fort Pierce, Florida 34982 St. Lucie County Board of County Commissioners Walton Community Center Remodeling 11090 Ridge Avenue Fort Pierce, FL Seal *NOV 0 2020 Consult m 2019 Don Bergman Architecture LLC This document, Sheet No. A-3.2 has been prepared specifically for this Project. This document is not suitable for use on other projects or in other locations without the approval and participation of Don Bergrnan Architecture, LLC AR0013560. Reproduction and/or reuse is prohibited. Sheet Title Enlarged Framing Plans Sections 314"=1'-0" Revisions: Comm.: Date: 19-009 07.11.19 Drawn: Checked: DLB DBA Sheet No. A-3.2 dlb 04.12.10 PARTIAL. FRAMING PLAN SCALE : 3/4" = l'-0' Of: 1 1/2"0 TUBE RAILING; MOUNT O 36-38" ABOVE WALKING SURFACE/STAIR TREAD NOSING. 2" x 8" TOP RAIL; FASTEN TO 4" x 4" N POSTS W/2-1/2"/ CARRIAGE THRU—BOLTS; C.S. WASHER & NUT 4" x 4" POST W/45' MITER O TOP OF POST, TYP. 2" x 2" BALUSTERS W/45' MITER, TYP. TOP & BOTT. O 5 1/4" O.C.; FASTEN W/ 2—#10 x 3" SCREWS O TOP & BOTT. 5/4" x 6" DECKING BEYOND; FASTEN W/2—#10 x 2 1/2" SCREWS O EA. BRNG. LANDING FINISH FLOOR ELEVATION +3"-4" NGVD ELEVATION +104.42' 2" x 8" DECK JOISTS O 16" O.C. — SEE FRAMING PLAN FOR SPACING 2" x 10" EA. SIDE OF 4" x 4" POST; FASTEN W/2-5/8.0 CARRIAGE THRU—BOLTS 4" x 4" POST, TYP. SIMPSON CBS44 COLUMN BASE W/2-5/8"0 ST. STL BOLTS, 1 16" x 16" x 2'-0" CONC. PEDESTAL, TYP. 16" x 16" x 2'-0" CONC. PEDESTAL, T n 'a 16" x 16" x 2'-0" CONC. PEDESTAL, TYP. 4" x 4" POST W/45' MITER O TOP OF POST, TYP. 2" x 10" EDGE BOARD. TYP. u 4" IxI 4" NUN SIMPSON H2.5A HURRICANE TIE, TYP. O EA. DECK JOIST TO 2" x 10" BEAMS.- 5'-3 5'-11 1 W PARTIAL SECTION SCALE : 3/4' = 1'-0- REFER TO SHT. A-1.0 FOR 1/4" FRAMING PLAN ALL FRAMING MATERIAL SHALL BE STRUCTURAL RECYCLED PLASTIC LUMBER AS MANUFACTURED BY AMERICAN PLASTIC LUMBER INC. (877-677-7701) OR ARCHITECT APPROVED EQUIVALENT ALL FASTENERS SHALL BE STAINLESS STEEL. ALL CONCRETE SHALL BE NORMAL WEIGHT, 3000 PSI O 28 DAYS ALL STRUCTURAL CONNECTORS SHALL BE SIMPSON HOT — DIPPED GALVANIZED WHERE AVAILABLE. I it 16" x 16" x 2'-0" CONC. PEDESTAL, TYP 2" x 10" EDGE BOARD, TYP. 1:1 e PARTIAL FRAMING PLAN SCALE : 3/4' = l'-O' . x124" Uuu 1'-8 1 u I.1 24 x 24" x 2'-0" C . PEDESTAL, TYP. 1'-4" 2" x 10" EDGE BOARD, TYP. TA ERED 2" x 8" CECK . TA ERED 2" x 8" CECK T RED 2" x 2 " x a^ x 2'-0 C. EDE ML, P. TA RED 2" x 8" CK .I 2" x 10" EDGE BOARD, TYP. 2"Ix 8" oi�ir�ii:��■��III ■i■1■11■11■�iiii��lR�' .7i ■�CONIC. PEDESTAL, TYP. —2' x 10" EA. SIDE OF 4" x 4" POST; FASTEN d W/2-5/8"0 CARRIAGE THRU-BOLTS L._o. FLORIDA BUILDING CODE - BUILDING, 6TH ED. (2017) 1015.4 OPENING LIMITATIONS. REQUIRED GUARDS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A SPHERE 4 INCHES IN DIAMETER FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT. 3'-11 1 /9' nw MENEM l000 1 ■II■ i■ ■ ' . Illll�i■■i�i�l' �■ �■ ■ 11�i�i�i■■I�I�I Iill�l�l�l�l ■■■■■■■��■�■ III■■■■■■�■ !III�i�l�l�ll 10�1111111110�11 IIIIIIIIIIIIIIII� �.�.��iM �Il�.��.��.��r■\� loll_ ■I�■i■_■ __ ■��■■I�I�i ��■�■■�1 III A milli ■ �■ ■ �� i■ICI■■I�I�I _I__A l_-_ _i I 11 II■I■ ■ • • ■II■1 �■ICI■■I�I�I ■!1■�■ ■ �It_.�i■■i�i�i 16" x 16" x 2'-0" CONC. PEDESTAL, TYP. 8" TOP RAIL; FASTEN TO 4" x 4" D O ri Bergman 'a W/2-1/2"O CARRIAGE THRU—BOLTS; WASHER & NUT ARCHITECTURE, LLC P:772-466-5832 C:772-708-0164 4" POST W/45- MITER License Na AA 26002432 ,P OF POST, TYP. P.O. Box 13537 2" BALUSTERS W/45' MITER, TYP. 4362 & BOTT. O 5 1 /4" O.C.; FASTEN FPierce,ort t Trace Lane -#10 x 3" SCREWS O TOP & BOTT. Florida 34982 x 6" DECKING BEYOND; FASTEN -#10 x 2 1/2" SCREWS O EA. BRNG. B" DECK JOISTS O 16" O.C. — FRAMING PUN FOR SPACING 10" EA. SIDE OF 4" x 4" POST; :N W/2-5/8"O CARRIAGE THRU—BOLTS 4" POST, TYP. SON CBS44 COLUMN BASE -5/8"0 ST. STL. BOLTS, TYP. c 16" x 2'-0" CONC. PEDESTAL, TYP. St. Lucie County Board of County Commissioners Walton Community Center Remodeling 11090 Ridge Avenue Fort Pierce, FL Sea*NOV 0 2020 Consult Q 2019 Don Bergman Architecture LLC This document, Sheet No. A-32-1 has been prepared specifically for this Project. This document is not suitable for use on other projects or in other locations without the approval and participation of Don Bergraan Architecture, LLC AR0013560. Reproduction and/or reuse is prohibited. Sheet Title: Enlarged Framing Plans Sections 3/4'=l'-0" Revisions Comm.: Date: 19-009 07.11.19 Drawn: Checked: DLB DBA Sheet No. A-3.2.1 d1b 04.12.10 3'-7 1/4" a6. 1 1/2"0 TUBE RAILING; MOUNT 0 36-38" ABOVE WALKING SURFACE/STAIR TREAD NOSING. 2" x B" TOP RAIL; FASTEN TO 4" x 4" POSTS W/2-1/2"0 CARRIAGE THRU-BOLTS; C.S. WASHER & NUT SIMPSON ML24 ANGLE ATIEA. STRINGER 1 TO CONC SLAB; FASTEN SUB 6 � I W/1/4"O x 2" TAPCONS II 4" CONC SLAB ON CLEAN" COMPACTED SAND FILL REINFORCE SLAB W/6" x 6" WIA x W1.4 W.W.M. PROVIDE 1-#5 BAR N 8" x 8" THK. SLAB EDGE ON ALL EXPOSED SIDES. PROVIDE 12" DP x 18" WIDE THK. SLAB EDGE W/2 -#5 BARS 0 SIDE OF STAIR ATTACHMENT. SLOPE 1 2' ^ r / — —_— — — — APPROX. GRADE. d - P, ,- 5'-1 3/8' SIMPSON CBS44 COLUMN BASE 4" x 4" POST W/45" MITER 0 TOP OF POST, TYP. 2" x 2" BALUSTERS W/45' MITER, TYP. TOP & BOTT. 0 5 1/4" O.C.; FASTEN W/ 2-#10 x 3" SCREWS 0 TOP & BOTT. 2" x 8" TOP RAIL; FASTEN TO 4" x 4" POSTS W/2-1/2"0 CARRIAGE THRU-BOLTS; C.S. WASHER & NUT 1 1/2"0 TUBE RAILING; MOUNT 0 36-38" ABOVE WALKING SURFACE/STAIR TREAD NOSING. 5/4" x 6" DECKING BEYOND; FASTEN W/2-#10 x 2 1/2" SCREWS O EA. BRING. I 1 - --- / SIMPSON W2.5A HURRICANE TIE, TYP. O I I I SIMPSON ML24 ANGLE AT EA. STRINGER / EA. DECK JOIST TO 2" x 10" BEAMS. TO CONC SLAB; FASTEN TO SLAB / W/l/4"0 x 2" TAPCONS / 2" x 10" EDGE BOARD, TYP.; FASTEN i TO 4" x 4" POST W/2-1/2"0 CARRIAGE 4" B W/ SLAB ON CLEAN, COMPACTED SAND FI REINFORCE THRU-BOLTS, C.S. WASHER & NUT. SLAB B" T . 6" B E x WN W.W.M. PROVIDE . PR BAR IN / $" x 8" THK. SLAB EDGE ON ALL EXPOSED SIDE PROVIDE 4-2" x 12" STRINGERS BEYOND, TYP. ° ro 12" DPx 18" WIDE THK. SLAB EDGE W/2 -#5 ARS 0 SIDE ATTACH TO FRAMING W/SIMPSON LSCZ o OF STAIR ATTACHMENT. STRINGER CONNECTOR SLOPE 1/2' SECTION C SCALE : 3/4" = 1'-0. FRAMING PLAN SCALE : 3/4" = l'-O' V-i0' I 2'-11 1/2' APPROX. u u x 4" POST W/45' MITER TOP OF POST, TYP. SIDE OF 4" x 4" POST; FASTEN ARRIAGE THRU-BOLTS 1 1/2"0 TUBE RAILING; MOUNT 0 36-38" ABOVE WALKING SURFACE/STAIR TREAD NOSING. SIDE OF 4" x 4" POST; FASTEN ARRIAGE THRU-BOLTS x 4" POST W/45' MITER TOP OF POST, TYP. m i� 4" x 4" POST W/45' MITER 0 TOP OF POST, TYP. 2' x 2" BALUSTERS W/45' MITER, TYP. TOP & BOTT. 0 5 1/4" O.C.; FASTEN W/2-#10 x 3" SCREWS O TOP & BOTT. LANDING FINISH FLOOR ELEVATION +-2'-11" 2" x 10" EDGE BOARD, TYP.; FASTEN TO 4" x 4" POST W/2-1/2"0 CARRIAGE � THRU-BOLTS, C.S. WASHER & NUT. I!i x 4" POST W/45' MITER TOP OF POST, TYP. x 4" POST W/45' MITER TOP OF POST, TYP. f� 5'-1 ELEVATION A SCALE : 3/4' = l'-0" FLORIDA BUILDING CODE - BUILDING, 6TH ED. (2017) 1015.4 OPENING LIMITATIONS. REQUIRED GUARDS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A SPHERE 4 INCHES IN DIAMETER FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT. 2' x 2' MITERED BALUSTERS 0 5 1 4- 11 0 i i� 7 2" x 10" EDGE BOARD, TYP.; FASTEN I II TO 4" x 4" POST W/2-1/200 CARRIAGE I II THRU-BOLTS, C.S. WASHER & NUT. I II 4-2" x 12" STRINGERS BEYOND, TYP. ATTACH TO FRAMING W/SIMPSON LSCZ STRINGER CONNECTOR 1 1/2"0 TUBE RAILING; MOUNT 0 36-38" ABOVE WALKING SURFACE/STAIR TREAD NOSING. 2' x 2' MITERED BALUSTERS 0 5 1/4' O.C. U U U U U U U U i "�� RISER CLOSURE: 5/4" x 8" (CUT TO FIT) l„ DECK BOARD, TYP. / 2" x 10" EA. SIDE OF 4" x 4" POST: FASTEN W/2-5/8"0 CARRIAGE THRU-BOLTS yOy / 4-2" x 12" STRINGERS BEYOND, TYP. K I / / ATTACH TO FRAMING W/SIMPSON LSCZ Dz I / STRINGER CONNECTOR n / 2" x 10" EDGE BOARD, TYP.; FASTEN I/ / TO 4" x 4" POST W/2-1/2"O CARRIAGE j / THRU-BOLTS, C.S. WASHER & NUT. I I I 1. SIMPSON LU28 FACE MOUNT JOIST HANGER V FASTEN TO DECK JOIST W/6-#10 x 1 1/2" ST. v STL SCREWS, TYP.; FASTEN TO 2" x 10" EDGE BOARD W/8-#10 x 3" ST. STL. SCREWS 2' x 10" EA. SIDE OF 4" x 4" POST; FASTEN W/2-5/8'0 CARRIAGE THRU-BOLTS 16" x 22" x 2' _0" CONC. 16" x 28" x 2'-0" CONC. SIMPSON CBS" COLUMN BASE ° PEDESTAL, TYP. PEDESTAL, TYP. W/2-5/8"0 ST. STL. BOLTS, TYP. o 22" 21-00 18" x , T 8 1 f2• CONC. I 8" I 3'-7" ( I 4'-5 PEDESTAL, TYP. S-21/2' I 1'-10" I 2'-3' I 1'-4' 3'-1 7/8' I V-4' SECTION B SCALE : 3/4" = 1'-0" 4 i7 0 iV 2" x B" TOP RAIL; FASTEN TO 4" x 4" POSTS W/2-1/2"0 CARRIAGE THRU-BOLTS; C.S. WASHER & NUT 4" x 4" POST W/45" MITER 0 TOP OF POST, TYP. 2" x 2" BALUSTERS W/4W MITER, TYP. TOP & BOTT. 0 5 1/4" O.C.; FASTEN W/2-#10 x 3" SCREWS 0 TOP & BOTT. —5/4" x 6" DECKING BEYOND; FASTEN W/2-#10 x 2 1/2" SCREWS 0 EA. BEARING. LANDING FINISH FLOOR ELEVATION -2 -1 l APPROX. GRADE ELEVATION -2'-5 16" x 22" x 2'-0" CONC. PEDESTAL. EXTEND 2" x B" TOP RAIL TO FACE OF EXIST. BUILDING 2" x B" TOP RAIL; FASTEN TO 4" x 4" POSTS W/2-1/2"0 CARRIAGE THRU-BOLTS; C.S. WASHER & NUT 4" x 4" POST W/45' MITER 0 TOP OF POST, TYP. — 2" x 2" BALUSTERS W/45" MITER, TYP. TOP & BOTT. 0 5 1/4" O.C.; FASTEN W/2-#10 x 3" SCREWS O TOP & BOTT. —5/4" x 6" DECKING BEYOND; FASTEN W/2-#10 x 2 1/2" SCREWS 0 EA. BEARING. LANDING FINISH FLOOR _ ELEVATION +0'-0- NGVO ELEVATION +100.97' — EXTEND 2" x 10" EDGE BOARD TO FACE OF EXIST. BUILDING —SIMPSON H2.5A HURRICANE TIE, TYP. 0 EA. DECK JOIST TO 2" x 10" BEAMS. — 2" x 10" EA. SIDE OF 4" x 4" POST; FASTEN W/2-5/8"0 CARRIAGE THRU-BOLTS ALL FRAMING MATERIAL SHALL BE STRUCTURAL RECYCLED PLASTIC LUMBER AS MANUFACTURED BY AMERICAN PLASTIC LUMBER INC. (877-677-7701) OR ARCHITECT APPROVED EQUIVALENT ALL FASTENERS SHALL BE STAINLESS STEEL. ALL CONCRETE SHALL BE NORMAL WEIGHT, 3000 PSI 0 28 DAYS ALL STRUCTURAL CONNECTORS SHALL BE SIMPSON HOT - DIPPED GALVANIZED WHERE AVAILABLE. — SIMPSON CBS44 COLUMN BASE W/2-5/8"0 ST. STL. BOLTS, TYP. APPROX, GRADE ELEVATION 5 11 338" — 16" x 16" x 2'-0" CONC. PEDESTAL, TYP. Don Bergman ARCHITECTURE, LLC P:772-466-5832 C:772-708-0164 License No. AA 26002432 P.O. Box 13537 4362 Gator Trace Lane Fort Pierce, Florida 34982 St. Lucie County Board of County Commissioners Walton Community Center Remodeling 11090 Ridge Avenue Fort Pierce, FL Sea! NOV 2 0 2G Consultan (D 2019 Don Bergman Architecture LLC This document, Sheet No. A-13 has been prepared specifically for this Project. This document is not suitable for use on other projects or in other locations without the approval and participation of Don Bergaum Architecture, LLC AR0013560. Reproduction and/or reuse is prohibited. Sheet Title Enlarged Framing Plans Sections 3/4'=1'-04 Revisions: Comm.: Date 19-009 07.11.19 Drawn: Checked: DLB DBA Sheet No. A-3.3 dlb 04.12.10 FINISHED WALL. SEE PLANS.— b 18" MIN, 30" MIN. CLEAR 18" MIN CLEAR CLEAR CONTROLS INSULATE HOT WATER PIPES TOP OF RIM z � WATER CLOSET URINAL LAVORATORY COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES, INCLUDING THE 2017 (6TH EDITION) FLORIDA BUILDING CODE - ACCESSIBILITY PLUMBING FIXTURE MOUNTING o 2 HEIGHTS FOR ACCESSIBLITY G i HC TOILET - WOMEN 1 2 0 a 9 HC TOILET - UNSEX ft No.107 9 10 11 12 DOOR 10 / / 4 HC TOILET - MEN Pon No.104 5 6 7 8 1'-V Q 1 1 1 o I iIN -- "o I CV REINSTALL EXIST. INTO NEW COUNTE o M I 3'-0" $-4 3'-0" �2'-O" TCHEN TOP 2'-0" TOILET ACCESSORY LEGEND (COMPLY WITH ALL REQUIREMENTS OF 2017 (SIXTH EDITION) FLORIDA BUILDING CODE — ACCESSIBILITY CONTROL MECHANISM n I1 8 T1 PAPER TOWEL DISPENSER (#B-262) T15 SEAT (#B-5181) HANDICAPPED SHOWER 36" MAX. FROM = T2 O SOAP DISPENSER B-4112 ( ) T16 MIRROR FULL WIDTH OF LAVATORY COUNTER LZ ¢ REAR WALL = Z 0 � T3 TOILET PAPER DISPENSER (#B-4288) T17 MOP AND BROOM HOLDER (#B-239.44) JANITOR'S CLOSET LZ 3 LL , c ¢ T4 MIRROR 18" x 36" (#B-290 1830) MEN; (#B-292 1830) WOMEN T18 PAPER TOWEL DISPENSER / WASTE RECEPTICLE (#B369) > ¢ o o O ~ a o N TS GRAB BAR (#B-6806.99 x 36) T19 TOWEL HOLDER B424 O (# ) T1 T2 T3 T4 T5 T8 T7 T8 T6 GRAB BAR (#B-6806.99 x 42) T20 TRU—BRO LAY GUARD #100 Ar T7 CLOTHES HOOK (#B-7671) NOTE: TB SANITARY NAPKIN DISPOSAL (#B-254) SURFACE MOUNTED 1. ALL MOUNTING HEIGHTS ARE TYPICAL UNLESS O WASTE RECEPTACLE (#B-279) SURFACE MOUNTED NOTED ON INTERIOR ELEVATIONS 2. ALL MOUNTING HEIGHTS TO CONFORM WITH T10 PAPER TOWEL DISPENSER/WASTE RECEPTACLE (#B-3944) RECESSED a ALL LOCAL„ STATE, AND FEDERAL CODES, INCLUDING THE 2017 (SIXTH ED.) FLORIDA T11 SOAP DISH (#B-680) NOTE: BUILDING CODE — ACCESSIBILITY. 1. ALL MOUNTING HEIGHTS ARE TYPICAL UNLESS 3. NOT ALL TOILET ACCESSORIES LISTED ARE T12 SHOWER CURTAIN ROD (#8-6047) NOTED ON INTERIOR ELEVATIONS 24 INCLUDED IN THIS CONTRACT. SEE FLOOR PLAN(S) AND ROOM INTERIOR ELEVATIONS T13 TOWEL BAR (#8-530) 2. COMPLY WITH ALL LOCAL, STATE, AND FEDERAL CODES, INCLUDING THE 2017 (SIXTH ED.) FLORIDA BUILDING CODE — ACCESSIBILITY T9 SURFACE T9 RECESSED T1Q T12 T13 T17 FOR REQUIRED TOILET ACCESSORIES. T14 GRAB BAR (#B-6861.90) HANDICAPPED SHOWER 3. ALL TOILET ACCESSORIES ATE BASED ON THOSE MANUFACTURED BY BOBRICK WASHROOM EQUIPMENT INC., UNLESS NOTED OTHERWISE. NOTE: ALL TOILET ACCESSORIES SHOWN ON THIS DRAWING MAY NOT DE USED. TOILET ACCESSORY LEGEND 1 o REFER TO FLOOR PLAN(S) AND XTERIOR ELEVATIONS FOR SCHEDULED c Co TOILET ACCR. DOCUMENT QUALIFICATION These drawings were prepared based on information provided by the Owner, in the form of work prepared by others. Use without verification will be at the user's sole risk. The user shall indemnify the architect Don Bergman Architecture LLC., from all claims and losses resulting from such use. The delivery of this drawing to the user should not be construed to provide an express warranty or a guarantee to anyone thtlt certain conditions exist or that the use of this drawing implies the review and the approval by the architect of any shop drawing based on this information. Use of this drawing in no way relieves any other party from meeting requirements imposed by contract or other means. Don Bergman ARCHITECTURE, LLC P:772-466-5832 C:772-708-0164 License Na AA 26002432 P.O. Box 13537 4362 Gator Trace Lane Fort Pierce, Florida 34982 St. Lucie County Board of County Commissioners Walton Community Center Remodeling 11090 Ridge Avenue Fort Pierce, FL Seal: 0 2020 Consult G 2019 Don Bergman Architecture LLC This document, Sheet No. A-4.0 has been prepared specifically for this Project. This document is not suitable for use on other projects or in other locations without the approval and participation of Don t7erytwn Architecture, LLC AR0013560. Reproduction andlm reuse is prohibited. Sheet Title: Interior Elevations Toilet Accessories Revisions Comm.: Date: 19-009 07.11.19 Drawn: Checked: M2 DBA No. dlts 04.12.10