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HomeMy WebLinkAboutBuilding PlansIL 0 C ATIO N M A P PARTITION PARTITION ON STRUCTURAL GRID CENTER LINE DIMENSIONED PARTITION OFF STRUCTURAL GRID IDENTIFICATION ONLY IF PARTITION IS NOT TYPICAL COMPOSITION I I TYPICAL PARTITION DETAILED AND IDENTIFIED IN SECTION AS DRAWING T" , A� HIC IDENTIFICATION LINE ALPHABET 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. DRAWING STANDARDS FLOOR PLAN -- DRAWING IDENTIFICATION SCALE: 1/4"=1'-0" - SCALE a LETTER STRUCTURAL GRID A A DRAWING LETTER COLUMN LINES A-1 SHEET NUMBER BUILDING SECTION NUMBER AREA CROSS REFERENCED TO LARGER SCALE -SIZE VARIES DASHED OUTLINE INDENTIFIES oo DOOR INDICATION SECTION OR PLAN ENLARGEMENT DOORNUMBER t DRAWING NUMBER At SHEET NUMBER 0WINDOW INDICATION w1NDowNuhmmt DRAWING NUMBER OF ELEVATION -t SHEET NUMBER too ROOM NUMBER INDICATION __-------SYMBOL SHOWN ON PLAN ROOMNUASE 21'-s'/42S N.G.KD INDICATES VERT. ELEVATION TM�D Ml INDICATES FLOOR OR LEVEL LOUVER INDICATION LotivntNUMBER Dffi'AIL MANUAL I. DRAWING LETTER DETAIL NUMBER REFERENCED A WALL SECTION D1.01 IN SEPERATE DETAIL MANUAL st-Eer NUMBER PAGE SECTION ' Pt PARTITION TYPES T (REFER TO DETAIL MANUAL) ''... GRAPHIC MATERIAL LEGEND ROUGH LUMBER EARTH NATURAL OR FILL ANY SPECIES DETAILED FINISHED WOOD POROUS FILL ANY SPECIES DETAILED PLYWOOD REINFORCED CONCRETE ANY GRADE OR PLY DETAILED 11- -1I I LIGHTWEIGHT CONCRETE BLANKET OR BATT INSULATION CONCRETE BLOCK RIGID INSULATION GYPSUM OR CEMENT BRICK UNITS L PLASTER OR DRYWALL PLASTER LATH STONE OR PRECAST UNITS WHERE DETAILED STEEL ACOUSTICAL TILE OR BOARD ALUMINUM ,, GENERAL REVISIONS DENOTES DIRECTION NORTH --INDICATES AREA REVISED ROSE LOCATED ON DRAWINGS 'ISION NUMBER AND DATE SHOWN ON SHEET ABA IAA HONS AB ANCHOR BOLT MATL MATERIAL A/C AIR CONDITIONING MAX MAXIMUM AFF ABOVE FINISH FLOOR MECH MECHANICAL ALUM ALUMINUM MEMB MEMBRANE APPROX APPROXIMATELY MTL MEAN TIDE LEVEL ARCH ARCHITECTURAL ARCHITECT MFC METAL FURRING CHANNEL BD BOARD MFR MANUFACTURER BLDG BUILDING MIN MINIMUM BLK BLOCK MIR MIRROR BOT / BOTT BOTTOM MISC MISCELLANEOUS BRIG BEARING MO MASONRY OPENING BTWN BETWEEN MR MOISTURE RESISTANT 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 CONIC CONCRETE OC ON CENTER CONST CONSTRUCTION OPNG OPENING CONT CONTINUOUS OPP OPPOSITE CONTR CONTRACTOR ORIG ORIGINAL CT CERAMIC TILE OH OVERHANG CTR CENTER PART PARTITION DEG (°) DEGREE PL PLATE DEPT DEPARTMENT PLAS PLASTER DTL DETAIL PLWD PLYWOOD DF DRINKING FOUNTAIN PNL PANEL DIA DIAMETER PNT / PTD PAINT / PAINTED DIM DIMENSION POL POLISHED DN DOWN PREFAB PREFABRICATED DR DOOR PROJ PROJECT DWG DRAWING PSF POUNDS PER SQUARE FOOT EA EACH PSI POUNDS PER SQUARE INCH EL / ELEV ELEVATION PT PRESSURE TREATED ELEC ELECTRIC/ELECTRICAL PVMT PAVEMENT EQ EQUAL CITY QUANTITY EQUIV EQUIVALENT RD ROOF DRAIN EQUIP EQUIPMENT REF REFRIGERATOR EW EACH WAY READ REQUIRED EXH EXHAUST REINF REINFORCED / REINFORCING EXIST EXISTING RET RETURN EXT EXTERIOR REV REVERSE / REVISION FD FLOOR DRAIN RIM ROOM FIN FINISH RO ROUGH OPENING FIX FIXTURE SCHED SCHEDULE FL FLOOR SO SOAP DISPENSER FLUOR FLUORESCENT SEP SEPARATE FTG FOOTING SECT SECTION FURR FURRING SHT SHEET GA GAGE / GAUGE SIM SIMILAR GALV GALVANIZED SPEC SPECIFICATION GL GLASS/GLAZING SPKR SPEAKER GR GRADE SQ SQUARE GWP GYPSUM WALLBOARD 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 HIM 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 LABORATORIES TNT INTERIOR VERT VERTICAL KIT KITCHEN VIF VERIFY IN FIELD LAM LAMINATED W/ WITH LAV LAVATORY WC WATER CLOSET LB / LBS POUND/POUNDS WH WATER HEATER LIN LINEAR WM WIRE MESH LL LIVE LOAD W/O WITHOUT LT LIGHT WP WATERPROOF LVR LOUVER WS WEATHER STRIPPING WWF WELDED WIRE FABRIC AP , II 3 LEA. � C"ID 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) 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 NIY 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 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, 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 SETT 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 REM 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 EUMINATION OF ANY DOOR OR WINDOW, THE RECONFIGURATION OR EXTENSION OF ANY SYSTEM, OR THE INSTALLATION OF ANY ADDITIONAL EQUIPMENT. „I INDEX TO DRAWINGS ARCHITECTURE G-1.0 Graphic Identification / Index to Drawings SD-1.0 Selective Demolition Plan / Notes A-1.0 Dimensional Control Floor Plan A-1.0 Electrical Floor Plan / Riser Diagram A-2.0 Roof Framing Plan / Product Approval Affidavit A-3.0 Exterior Elevations A-3.1 Exterior Elevations / Window Details A-4.0 Wall Section FDOH in St. Lucie County Environmental Health Site Plan ApprovIeM for Construction Supersedes All Previous Site Plans for OSTDS # -5F• 11ZGY9 & Well #� Date: 1 /'G Zvw /� Don Bergman ARCHITECTURE, LLC P: 772-4665832 C: 772-708-0164 License No. AA 26002432 P.O. Box 13537 4362 Gator`Trace Lane Fort Pierce ,Florida 34982 Rigdon Residence Garage Conversion 10151 S. Indian River Dr. Fort Pierce, FL nm ti SEP -0 3 2019 Consult t: 2019 Don Bergman Architecture LLC This document, Sheet No. 6 1.0 has been prepared specifically for this Project. This document is not suitable for use on other projects or in other location9 without the approval and participation of Don Bergman Architecture, LLC AR0013560. Reproduction and/or reuse is prohibited. Sheet Title : Graphic Identification No Scale Revisions 9mw Comm.: Date : 19-004 04.11.19 Drawn: Checked: DBA DLB I Sheet No. dlb 04.12.10 Reviewer: ` a — EXIST. ROOF OVERHANG SHOWN DASHED E---------------------------------------------------------------4—�I L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J SELECTIVE DEMOLITION FLOOR PLAN SCALE : 1/4" = 1'-0° N C 3" k SHWR -1 11 3"0 VTR TANK & DRAINFIELD \ 13"0 VTR SHWR. PLUMBING RISER DIAGRAM DEIVOLITION NOTES I O1 REMOVE EXISTING HOLLOW METAL DOOR FRAME, HOLLOW METAL DOOR, DOOR HARDWARE & THRESHOLD (WHERE PRESENT). REMOVE FRAME ANCHORS AND ALL FASTENERS. PREPARE`I OPENING TO RECEIVE NEW 8" CONC. MASONRY INFILL WALL. OREMOVE EXISTING METAL OVERHEAD GARAGE DOOR, ELECTRIC DOOR OPENER, DOOR TRACK & HARDWARE, P.T. JAMB TRACK MOUNTING, AND ALL FASTENERS. O3 REMOVE EXISTING ALUMINUM AWNING/SINGLE HUNG AND EXISTING SEALANT. REMOVE EXISTING EXTERIOR STUCCO RETURNS 0 HEAD, JAMBS, AND SILL REMOVE P.T. WOOD BUCKS, IF _ PRESENT, AND ALL FASTENERS. PREPARE OPENING TO RECEIVE NEW VINYL WINDOWS AND P.T. BUCKS. O4 COMPLETELY REMOVE EXISTING GYPSUM DRYWALL CEILINGS AND ALL FASTENERS. I O REMOVE ALL EXISTING INTERIOR LIGHT FIXTURES, WIRING, AND SWITCHES. Ij O SAW —CUT AND REMOVE EXISTING CONCRETE APRON AT ENTRANCE TO GARAGE DOORS AND ,II SWINGING DOOR. 0 SAWCUT & REMOVE A PORTION OF THE EXISTING 8" CONCRETE MASONRY WALL AND EXISTING 4j EXTERIOR FINISH TO THE WIDTH AS SHOWN AND AS REQUIRED TO PROVIDE THE ROUGH OPENING FOR THE SCHEDULED WINDOW TO BE INSTALLED. O8 REMOVE EXISTING ELECTRICAL WALL SWITCHES & RECEPTACLES IN EXISTING MASONRY WALLS. it REMOVE EXISTING UNIT PANELBOARD AND ALL ASSOCIATED WIRING, CONDUIT & DISCONNECTS, g OSAWCUT & REMOVE A PORTION OF THE EXISTING 8" CONCRETE MASONRY WALL AND EXISTING EXTERIOR FINISH TO THE WIDTH AS SHOWN AND AS REQUIRED TO PROVIDE THE ROUGH OPENING FOR THE SCHEDULED DOOR TO BE INSTALLED. 10 REMOVE EXISTING HURRICANE SHUTTER BRACKETS AND ALL HARDWARE. PATCH HOLES AT WINDOW HEAD & SILL FOR OPENINGS TO RECEIVE NEW VINYL WINDOWS. M 'a GENERAL NOTES' DEMOLMON FLOOR PLAN 1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITONS PRIOR TO ANY DEMOLITION. AREAS OF DEMIL. SHALL BE COORDINATED W/ ARCHITECTURAL, MECHANICAL AND ELECTRICAL DWGS. PRIOR TO ANY DEMOLITION (TYPICAL). 2. UNLESS OTHERWISE INDICATED, DEMOLISHED MATERIALS BECOME CONTRACTOR'S PROPERTY. 3. COMPLY WITH EPA REGULATIONS AND DISPOSAL REGULATIONS OF AUTHORITIES HAVING JURISDICTION. 4. MAINTAIN AND PROTECT EXISTING UTILITIES TO REMAIN IN SERVICE BEFORE PROCEEDING WITH DEMOLITION, PROVIDING BYPASS CONNECTIONS TO OTHER PARTS OF THE BUILDING. 5. LOCATE, IDENTIFY, SHUT OFF, DISCONNECT, AND CAP OFF UTILITY SERVICES TO BE DEMOLISHED. 6. CONDUCT DEMOLITION OPERATIONS AND REMOVE DEBRIS TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDINGS AND SITE IMPROVEMENTS. 7. PROVIDE AND MAINTAIN SHORING, BRACING, OR STRUCTURAL SUPPORT TO PRESERVE BUILDING STABILITY AND PREVENT MOVEMENT, SETTLEMENT, OR it COLLAPSE. 8. PROTECT BUILDING STRUCTURE AND/OR INTERIOR FROM WEATHER AND WATER LEAKAGE AND DAMAGE. 9. PROTECT REMAINING WALLS, CEILINGS, FLOORS, AND EXPOSED FINISHES. ERECT AND MAINTAIN DUSTPROOF PARTITIONS, COVER AND PROTECT REMAINING FURNITURE, FURNISHINGS, AND EQUIPMENT. 10. PROMPTLY PATCH AND REPAIR HOLES AND DAMAGED SURFACES OF BUILDING CAUSED BY DEMOLITION. RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND FINISH RESTORATION INTO REMAINING ADJOINING CONSTRUCTION. 11. PROMPTLY REMOVE DEMOLISHED MATERIALS FROM OWNER'S PROPERTY AND LEGALLY DISPOSE OF THEM. DO NOT BURN DEMOLISHED MATERIALS. LEGEND DEMOLITION FLOOR PLANS EXISTING CONSTRUCTION ---------- DEMOLISHED CONSTRUCTION NEW TEMPORARY CONSTRUCTION WALLS (1 HOUR RATED CONSTRUCTION) 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 �i DENOTES PLUMBING FIXTURES TO BE m REMOVED. (SEE PLUMBING DWG'S.) E ® EXISTING EXIT LIGHT ® EXISTING EXIT LIGHT WITH DIRECTIONAL ARROW ® NEW EXIT LIGHT F ® NEW EXIT LIGHT WITH DIRECTIONAL ARROW tE DENOTES WALL HUNG FIRE EXTINGUISHER FE7Flc DENOTES F IRE HOSE CABINET WITH FIRE EXTINGUISHER 4 DENOTES FIRE ALARM PULL BOX 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 Rigdon Residence Garage Conversion 10151 S. Indian River Dr. Fort Pierce, FL Seal .ti Consult xJ G 2019 Don Bergman Architecture LLC This document, Sheet No. A-1.0 has been prepared specifically for this { Project. This document is not j} 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 Scale: 1/4"=1'-0" Revisions Comm.: Date 19-004 08.16.19 Drawn: Checked: DBA DLB Sheet No. su"'�v-1.0 dlb 04.12.10 Of: �J Ci v v1� 2 Y� atr�, 1 D�GZ O yin r, S. ro o S �O 7 SITE PLAN SCALE: 1" = 40'-0" NORTH 100' OF THE SOUTH 856.02' OF GOVERNMENT LOT 1 N89'30'00"E 609.53'(C) 0 NORTH 150' OF THE SOUTH 756.02' OF GOVERNMENT LOT 1, SEC. 29, T36S, R41E, LYING EAST OF FLORIDA EAST COAST RAILROAD & LESS R/W PROPOSED PROJECT CONCRETE DRIVE IS t ALONG i PROPERTY LINE 203.0'(C) oNp O 60 • ,s'" 113°51'31 "(C) o ASPHALT DRIVE ;AGEbc ,x EXIST. INGLE FAMILY RE IDENCE I *EXIST. GARAGE I 294.4'(C) o� N89'30'00"E 611.36'(D) � o CV LEGAL DESCRIPTION: THE NORTH 150 FEET OF THE SOUTH 756.02 FEET OF GOVERNMENT LOT 1, SECTION 29, TOWNSHIP 36 SOUTH, RANGE 41 EAST, LYING EAST OF THE FLORIDA BEST COAST RAILROAD, TOGETHER WITH ALL RIPARIAN RIGHTS. 8.27'(C,, 66°08'29"(C) L1 38.27'(C APPROXIMATE EDGE OF WATER IS t ALONG PROPERTY LINE L2 MUNK90-0 DOCUMENT QUALIFICATION These drawings were prepared based on information provided by the Owner, in the form of work prepared by Target Surveying LLC, Survey Number 349040. 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. Don Bergman ARCHITECTURE, LLC P: 772-4665832 C:772-708-0164 License No. AA 26002432 P.O. Box 13537 4362 Gator Trace Lane Fort Pierce, Florida 34982 Rigdon Residence Garage Conversion 10151 S. Indian River Dr. Fort Pierce, FL Seal EP 13 2019 Consultan : Q 2019 Don Bergman Architecture LLC This document, Sheet No. SP-^'.._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: Site Plan Scale: 1 "=40'-0' Revisions Comm.: Date: 19-004 04.11.19 Drawn: Checked: DBA DLB No. SP-1.0 dlb 04.12.10 LOCATION NO SCALE PARTITION PARTITION ON STRUCTURAL GRID CENTER LINE DIMENSIONED PARTITION OFF STRUCTURAL GRID IDENTIFICATION ONLY IF PARTITION IS NOT TYPICAL COMPOSITION TYPICAL PARTITION DETAILED AND IDENTIFIED IN SECTION AS DRAWING'? A P III C IDENTIF;" = ION LINE ALPHABET DRAWING STANDARDS FLOOR`ANDRAWING IDENTIFICATION SCALE: 1/4'=V-0' SCALE q p DRAWING LETTER p 1 BUILDING SECTION SHEET NUMBER AREA CROSS REFERENCED TO LARGER SCALE -SIZE VARIES DASHED OUTLINE INDENTIFIES SECTION OR PLAN ENLARGEMENT 1 _ DRAWING NUMBER Al SHEET NUMBER - DRAWING NUMBER OF ELEVATION 1 Zj SHEET NUMBER --SYMBOL SHOWN ON PLAN z1'-a' 4z.5 N.G.V.D INDICATES VERT. ELEVATION n11RD HAOR INDICATES FLOOR OR LEVEL DRAWING LETTER A A-1 WALL SECTION SHEET NUMBER P1 PARTITION TYPES ( REFER TO DETAIL MANUAL) 100 DOORNUMBER 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 DOOR INDICATION WBJDOW NUMBER WINDOW INDICATION too ROOM NUMBER INDICATION ROOM NUMBER LOUVER INDICATION 4-- LOUVER NUMBER -. DETAE.MANUAL DETAIL NUMBER REFERENCED 01.01 IN SEPERATE DETAIL MANUAL PAGE SECTION GRAPHIC MATERIAL LEGEND ROUGH LUMBER EARTH NATURAL OR FILL ANY SPECIES DETAILED FINIS( LED WOOD POROUS FILL // ANY SPECIES DETAILED PLYWOOD REINFORCED CONCRETE ANY GRADE OR PLY DETAILED a -I LIGHTWEIGHT CONCRETE BLANKET OR BATT INSULATION I CONCRETE BLOCK RIGID INSULATION GYPSUM OR CEMENT BRICK UNITS PLASTER OR DRYWALL PLASTER LATH STONE OR PRECAST UNITS WHERE DETAILED STEEL ACOUSTICAL TILE OR BOARD I ALUMINUM Nei mi GENERAL REVISIONS DENOTES DIRECTION NORTH Y INDICATES AREA REVISED COMPASS ROSE �A LOCATED ON DRAWINGS _.',TES REVISION NTT MISER AND DATE SHOWN.ONSHEET ABBREVIATIONS AB ANCHOR BOLT MAIL MATERIAL A/C AIR CONDITIONING MAX MAXIMUM AFF ABOVE FINISH FLOOR MECH MECHANICAL ALUM ALUMINUM MEMB MEMBRANE APPROX APPROXIMATELY MTL MEAN TIDE LEVEL ARCH ARCHITECTURAL/ARCHITECT MFC METAL FURRING CHANNEL BD BOARD MFR MANUFACTURER BLDG BUILDING MIN MINIMUM BLK BLOCK MIR MIRROR BOT / BOTT BOTTOM MISC MISCELLANEOUS BRG BEARING MO MASONRY OPENING BTWN BETWEEN MR MOISTURE RESISTANT 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 CIA OVERALL / OUTSIDE AIR CONC CONCRETE OC ON CENTER CONST CONSTRUCTION OPNG OPENING CONT CONTINUOUS OPP OPPOSITE CONTR CONTRACTOR ORIG ORIGINAL CT CERAMIC TILE OH OVERHANG CTR CENTER PART PARTITION DEG (°) DEGREE PL PLATE DEPT DEPARTMENT PLAS PLASTER DTL DETAIL PLWD PLYWOOD OF DRINKING FOUNTAIN PNL PANEL DIA DIAMETER PNT / PTD PAINT / PAINTED DIM DIMENSION POL POLISHED ON DOWN PREFAB PREFABRICATED OR DOOR PROJ PROJECT DWG DRAWING PSF POUNDS PER SQUARE FOOT EA EACH PSI POUNDS PER SQUARE INCH EL / ELEV ELEVATION PT PRESSURE TREATED ELEC ELECTRIC/ELECTRICAL PVMT PAVEMENT EQ EQUAL QTY QUANTITY EQUIV EQUIVALENT RD ROOF DRAIN EQUIP EQUIPMENT REF REFRIGERATOR EW EACH WAY - READ REQUIRED EXH EXHAUST REINF REINFORCED ./ REINFORCING EXIST EXISTING RET RETURN EXT EXTERIOR REV REVERSE / REVISION FD FLOOR DRAIN RM ROOM FIN FINISH RO ROUGH OPENING FIX FIXTURE SCHED SCHEDULE FL FLOOR SO SOAP DISPENSER FLUOR FLUORESCENT SEP SEPARATE FIG FOOTING ' SECT SECTION FURR FURRING SHT SHEET GA GAGE / GAUGE SIM SIMILAR GALV GALVANIZED SPEC SPECIFICATION GL GLASS/GLAZING SPKR SPEAKER GR GRADE SQ SQUARE GWP GYPSUM WALLBOARD STD STANDARD HB HOSE BIBB STL STEEL HCP HANDICAP STOR STORAGE HDWR HARDWARE SUB SUBSTITUTE I SUBSTRATE HDWD HARDWOOD SURF SURFACE HGT HEIGHT SUSP SUSPEND/SUSPENDED HM HOL OW METAL SYSTEM HR` 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 LABORATORIES INT INTERIOR VERT VERTICAL KIT KITCHEN VIE VERIFY IN FIELD LAM LAMINATED W/ WITH LAV LAVATORY WC WATER CLOSET LBJ LBS POUND / POUNDS WH WATER HEATER LIN LINEAR WM WIRE MESH LL LIVE LOAD W/O WITHOUT LT LIGHT WP WATERPROOF LVR LOUVER WS WEATHER STRIPPING WINE WELDED WIRE FABRIC 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 O. 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 NOTES 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 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, 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 RESPONSI8LE...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 G4.0 Graphic Identification / Index to Drawings SD-1.0 Selective Demolition Plan / Notes, A-1.0 Dimensional Control Floor Plan A-1.0 Electrical Floor Plan / Riser Diagram A-2.0 Roof Framing Plan / Product Approval Affidavit A-3.0 Exterior Elevations A-3.1 Exterior Elevations / Window Details A-4.0 Wall Section REVIEWED F CODE COMPLI (,i�_ ST. LUCIE COUNTY BOCC Rk"D R1A# O B n2a : B1111 Don $ergman ARC HITEs TU E, LLC P: 772-4665832 C: 772-76"164 License Na AA; 26002432 P.O. Box 13537 4362 Gator Trace Lane Fort Pierce, Florida 34982 Rigdon Residence Garage Conversion 10151 S. Indian River Dr. Fort Pierce, FL 1 N f Y Sean' -A nr f. 1 - era Consul ~ I © 2019 Don Bergman Architecture LLC This document, Sheet No. G-1.G 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 m reuse is prohibited. Sheet Title : " Graphic Identification No Scale b Revisions Comm.: x Date: 19-004 04.11.19 e� Drawn: Checked: DBA DLB , eet No. dlb 04.12.10 OLE COPY 0 2 7 �'a"t• o I 0G� o y tna s 0 U ' Y -�� o I �rp�f SITE PLAN SCALE : 1" = 40'-0" NORTH 100' OF THE SOUTH 856.02' OF GOVERNMENT LOT 1 N89.30'00"E 609.53'(C) 0 00 N NORTH 150' OF THE SOUTH 756.02' OF GOVERNMENT LOT 1, SEC. 29, T36S, R41E, LYING EAST OF FLORIDA EAST COAST RAILROAD & LESS R/W PROPOSED PROJECT CONCRETE DRIVE Ot IS t ALONG ' PROPERTY LINE 203.0'(C) �• 38.27 (G) 1,3'51'31 6Q 5' O o .ASPHALT DRIVE _., _ - 0 60 5, GA "RAGE d �� \•0, EXIST. INGLE s FAMILY RE IDENCE ■ EXIST. GARAGE ■ I r L0 0 M M 294.4'(C) �orn N89.30'00"E 611.36'(D)~ � o N LEGAL DESCRIPTION: THE NORTH 150 FEET OF THE SOUTH 756.02 FEET OF GOVERNMENT LOT 1, SECTION 29, TOWNSHIP 36 SOUTH, RANGE 41 EAST, LYING EAST OF THE FLORIDA BEST COAST RAILROAD, TOGETHER WITH ALL RIPARIAN RIGHTS. L1 t 4 66°08'29"(C) O, v 3.27'(C APPROXIMATE EDGE OF WATER IS t ALONG PROPERTY LINE L2 INDIAN RIVER WOOD DOCK DOCUMENT QUALIFICATION These drawings were prepared based on information provided by the Owner, in the form of work prepared by Target Surveying LLC, Survey Number 349040. 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. 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 Rigdon Residence Garage Conversion 10151 S. Indian River Dr. Fort Pierce, FL Seal: MAY 61 202 Consult : ® 2019 Don Bergman Architecture LLC This document, Sheet No. SP-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 Bergnan Architecture, LLC AR0013560 Reproduction and/or reuse is prohibited. Sheet Title Site Plan Scale: 1 •=40'-0' Revisions Comm.: Date: 19-004 04.11.19 Drawn: Checked: DBA DLB Sheet No. SP-1.0 Of: 00 IFILE dlb 04.12.10 — EXIST. ROOF OVERHANG SHOWN DASHED LA L-------------- — — — — -----I w 6 i O SELECTI VM OD L A L SCALE : 1/4" = l'-0" J ( T'0 VTR Co 3"0 WASH 2"0 LAV WC 3"0 SHWR. I 1 1/2"0 .., 4"0 SCH 40 PVC TO EXIST. SEPTIC TANK & DRAINFIELD r TO VTR y SHWR. I co I WC LAV 3„ C 1 1 t2"0 TO c .; SINK STUDOR VENT 1 1 /2"0 DW !J M B I N G PI I R A DFIhIOUPION, IwEE ES OREMOVE EXISTING HOLLOW METAL DOOR FRAME, HOLLOW METAL DOOR, DOOR HARDWARE & THRESHOLD (WHERE PRESENT). REMOVE FRAME ANCHORS AND ALL FASTENERS. PREPARE OPENING TO RECEIVE NEW 8" CONIC. MASONRY INFILL WALL OREMOVE EXISTING METAL OVERHEAD GARAGE DOOR, ELECTRIC DOOR OPENER, DOOR TRACK & HARDWARE, P.T. JAMB TRACK MOUNTING, AND ALL FASTENERS. OREMOVE EXISTING ALUMINUM AWNING/SINGLE HUNG AND EXISTING SEALANT. REMOVE EXISTING EXTERIOR STUCCO RETURNS 0 HEAD, JAMBS, AND SILL REMOVE P.T. WOOD BUCKS, IF PRESENT, AND ALL FASTENERS. PREPARE OPENING TO RECEIVE NEW VINYL WINDOWS AND P.T. BUCKS. O4 COMPLETELY REMOVE EXISTING GYPSUM DRYWALL CEILINGS AND ALL FASTENERS. O5 REMOVE ALL EXISTING INTERIOR LIGHT FIXTURES, WIRING, AND SWITCHES. OSAW -CUT AND REMOVE EXISTING CONCRETE APRON AT ENTRANCE TO GARAGE DOORS AND SWINGING DOOR. OSAWCUT & REMOVE A PORTION OF THE EXISTING 8" CONCRETE MASONRY WALL AND EXISTING EXTERIOR FINISH TO THE WIDTH AS SHOWN AND AS REQUIRED TO PROVIDE THE ROUGH OPENING FOR THE SCHEDULED WINDOW TO BE INSTALLED. O8 REMOVE EXISTING ELECTRICAL WALL. SWITCHES & RECEPTACLES IN EXISTING MASONRY WALLS. REMOVE EXISTING UNIT PANELBOARD AND ALL ASSOCIATED WIRING, CONDUIT & DISCONNECTS. O9 SAWCUT & REMOVE A PORTION OF THE EXISTING 8" CONCRETE MASONRY WALL AND EXISTING EXTERIOR FINISH TO THE WIDTH AS SHOWN AND AS REQUIRED TO PROVIDE THE ROUGH OPENING FOR THE SCHEDULED DOOR TO BE INSTALLED. 10 REMOVE EXISTING HURRICANE SHUTTER BRACKETS AND ALL HARDWARE. PATCH HOLES AT WINDOW HEAD & SILL FOR OPENINGS TO RECEIVE NEW VINYL WINDOWS. ESE R A L N C=uS DEMOLITION FLOOR PLAN 1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITONS PRIOR TO ANY DEMOLITION. AREAS OF DEMIL. SHALL BE COORDINATED W/ ARCHITECTURAL, MECHANICAL AND ELECTRICAL DWGS. PRIOR TO ANY DEMOLITION (TYPICAL). 2. UNLESS OTHERWISE INDICATED, DEMOLISHED MATERIALS BECOME CONTRACTOR'S PROPERTY. 3. COMPLY WITH EPA REGULATIONS AND DISPOSAL REGULATIONS OF AUTHORITIES HAVING JURISDICTION, 4. MAINTAIN AND PROTECT EXISTING UTILITIES TO REMAIN IN SERVICE BEFORE PROCEEDING WITH DEMOLITION, PROVIDING BYPASS CONNECTIONS TO OTHER PARTS OF THE BUILDING. 5. LOCATE, IDENTIFY, SHUT OFF, DISCONNECT, AND CAP OFF UTILITY SERVICES TO BE DEMOLISHED. 6. CONDUCT DEMOLITION OPERATIONS AND REMOVE DEBRIS TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDINGS AND SITE IMPROVEMENTS. 7. PROVIDE AND MAINTAIN SHORING, BRACING, OR STRUCTURAL SUPPORT TO PRESERVE BUILDING STABILITY AND PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE. 8. PROTECT BUILDING STRUCTURE AND/OR INTERIOR FROM WEATHER AND WATER LEAKAGE AND DAMAGE, 9. PROTECT REMAINING WALLS, CEILINGS, FLOORS, AND EXPOSED FINISHES. ERECT AND MAINTAIN DUSTPROOF PARTITIONS, COVER AND PROTECT REMAINING FURNITURE, FURNISHINGS, AND EQUIPMENT. 10. PROMPTLY PATCH AND REPAIR HOLES AND DAMAGED SURFACES OF BUILDING CAUSED BY DEMOLITION. RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND FINISH RESTORATION INTO REMAINING ADJOINING CONSTRUCTION. 11. PROMPTLY REMOVE DEMOLISHED MATERIALS FROM OWNER'S PROPERTY AND LEGALLY DISPOSE OF THEM. DO NOT BURN DEMOLISHED MATERIALS. I LE!�ED DEMOLITION FLOOR PLANS EXISTING CONSTRUCTION ---------- --------_ DEMOLISHED CONSTRUCTION NEW TEMPORARY CONSTRUCTION WALLS (1 HOUR RATED CONSTRUCTION) L I L DENOTES NON -RATED SMOKE RESISTIVE 1�fi 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 MJ 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 FF/FHc DENOTES FIRE HOSE CABINET WITH ° FIRE DMNGUISHER 4 DENOTES FIRE ALARM PULL BOX Pt P, r Don BerOaMay,, 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 Rigdon Residence Garage 9 Conversion 10151 S. Indian River Dr. Fort Pierce, FL r lee r 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 AR00135W. Reproduction and/or reuse is prohibited. Sheet Title: Selective Demolition Floor Plan Stine. 1/4'=f-0" evisions Comm.: Date: 19-004 08.16.19 Drawn: Checked: DBA DLB �ff�as Sheet No. dlb 04.12.10 IL COPY w m SLAB ON i0 MIL VAPOR BAF REINFORCE SLAB W/r x I B• x 8• THK. SLAB EDGE W/ SIDES. PROVDE 18• DP x 1 BARS CONL 0 FRONT EDGE t I" ., „vo. „ �cmasw.vmmvwc-+�.+o--mumenemc-mo mm..nv.�urum�n-cvn.xu«wum.uawameewmwe .,...---�znen,^m swercwwaaa.=m..re..;raxmoww»mvemoacw++zau�mmran.., ' G �^.L'�,� ��pp'' b1 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 PENETRATTONS THRU RATED CONSTRUCTION SHALL CONFORM WITH APPLICABLE RATED ASSEMBLY INSTALLATION. 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 SL L.UCIE COUNTY/CITY OF FORT PIERCE 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 RELATE) TRADES. 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 CHLARPYRIFOS (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. TO. GYPSUM WALLBOARD SWILL COMPLY WITH ASTM C36 AND SHALL BE 5/8" THICK PROVIDE MOISTURE RESISTANT GYPSUM BOARD AT WALLS BEHIND WET AREAS. II - SHOP DRAWINGS SIGNED, SEALED AND DATED BY A STATE OF FLORIDA LICENSED ENGINEER SPECIFYING ALL CONNECTION DETAILS AND WIND FORCES AND/OR LATERAL, FORCES SHAH. BE PROVIDED FOR ALL ALUMINUM ENTRANCES AND STOREFRONTS, EXTERIOR HOLLOW METAL DOORS, EXTERIOR OVERHEAD DOORS, GUARDRAILS AND HANDRAILS TO 0E4ON5TRATE COMPLIANCE WITH ALL APPLICABLE CODES AND AGENCY REQUIREMENTS. 12. FIRE EXTINGUISHERS SHALL HAVE A U.L LABEL RATING OF 4A-60BC MODEL #COSMIC 10E AS MANUFACTURED BY J.L INDUSTRIES OR EQUIVALENT WITH WALL BRACKET LOCATION AND MOUNTING SHAD. COMPLY WITH ALL CODES. 13. 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. A.IABLE CODES A. FLORIDA BUILDING CODE, SIXTH EDITION — EXISTING BUILDING, LEVEL 2 ALTERATION B. FLORIDA BUILDING CODE, SIXTH EDITION —BUILDING C. FLORIDA BUILDING COT, SIXTH EDITION - PLUMBING D. FLORIDA BUILDING C04, SIXTH EDITION MECHANICAL E. FLORIDA BUILDING CODS SIXTH EDITION - FUEL GAS 1 F. NATIONAL ELECTRIC COM (NEC), 2014 WITH ALL AMENDMENTS & REVISIONS G. 2017 FLORIDA FIRE PREVENTION CODE (FFPC)(NFPA-1, NFPA-101) 1 a .E- Don Berman AP{CHITECTU E, LLC i P: 772466-5832 C:772-708-0264 Ixezase Na AA 26002432 P.O. Box 1.3537 4362 Gator Trace Lane Fort Pierce, Florida 34982 Rigdon Residence 4 Garage Conversion _ e 10151 S. Indian River Dr. Fort Fierce, FL p^n ` I Q 2029 Don Bergman ArchitecNue LLC This document, Sheet No. A-14 has been prepared venfically for &is 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 AR00135H1. Repmdacticat and/or reuse is prohibited, Sheet Title : Dimensional Control floor Plan sty Rgvisioxls i Comm.: Date: 19-004 06.25.19 Drawn: Checked : DBA DLB dlb n• •� .n F / I / \ B E I R 0 0 / I I \ / R ' I AC WP GFI �I I I I ELECT. PNL, 9+42- 7 � / 1 ( I\ EXIST. ROOF OVERHANG SHOWN DASHED _- WP GA \ m LINEN c�i I DRY - +- 5 SH / L) z \Y, a -L A ` R Y m \ I I R R I\\ \ OFF I C E WASH BAT ( / \ �\ M A 3 TE R / ( 3 I !1 1 \I IR OOM \1 MA8TE I, % I / A T Hsi \t GFI 0 GFl I I 3 o R' -R �R R- m / I ' ' Q R / // R -------� I --� W I C I I I `` ----- ' R �R II AC R i ------� 12" DRP SOFFIT' / - I l L 12" DR SOFFIT 3 \ \ �R IwH_ _ _ , /0 R GFI pG " \ L -J I ' R R / I / III I N G R O O M I I ' ITC E N I D I N I N G R 0 0 / I VEN � I 1 EX I� RI R R �/.. R U \ GFI C ^/ I DW \ x \ I I I GFI \ I \ \ I / T�EFG ,�,/ / T \ 1 6 C�j R /TO SLCURI)Y' R R JR UGH�ING 3 /I 1 \// I GFI TH - - - - - - - - - - - -----\��-------------- CcENONRPIASTER TURES \ I FROM SECURITY LIGHTING +' NOT/Jf4CLUM I I IS 1A PERM, I L-- - - - - - - \- NJ ELECTRICAL FLOOR PLAN SCALE : 1/4" = 1'-0'$ ` LECT IC L SYMBC L KEY DUPLEX ;OUTLET o 12" AFF �E EXISn%N DUPLEX OUTLET SPLIT SWITCHED OUTLET 0 12" AFF FLOOR OUTLET GFI GROUND FAULT OUTLET ®12" AFF PGFI/WP 'd- WEATHER PROOF OUTLET ®72" AFF �R RANGE OUTLET 220V EXAUST FAN EXAUST FAN / LIGHT HEAT / LIGHT & EXHAUST FAN C� CHIMES OR RECESSED CAN UGHT EXISTING RECESSED CAN LIGHT O EYEBALL LIGHT 0 VAPOR PROTECTED UGHT VP CEILING UGHT WALL LIGHT SINGLE SWITCH $3 3-WAY SWITCH $4 4-WAY SWITCH $D DIMMER SWITCH $R RHEOSTAT SWITCH ROOD UGHT CABLE T.V. JACK BUTTON PHONE JACK SMOKE DETECTOR ELECTRICAL PANEL DISCONNECT SWITCH ELECTRIC METER DEDICATED OUTLET 220V 1 BULB FLUORESCENT 2 BULB FLUORESCENT CEILING FAN LOAD CALCULATION PANELW # of Circ. DESCRIPTION POLE BREAKER WIRE LOAD 1OCV (AMPS) (KW) 1-10 GENERAL LIGHTING, RECEPTACLES 1 15 14 6.45 NO 11 SMALL APPLIANCES 1 20 12 3.0 NO 12 MICROWAVE 1 20 12 1.5 NO 13 EXTERIOR OUTLETS (3 0 .10 KW) 1 20 12 1.0 NO 14 REFRIGERATOR 1 20 12 1.5 NO 15 EXTERIOR FLOODS (8 0 .15 KW) 1 20 12 1.2 NO 16 DISHWASHER 1 20 12 1.2 NO 17 DISPOSAL 1 20 12 1.2 NO 18 GARAGE' DOOR OPENER 1 20 12 1.5 NO 19 WASHER 1 20 12 1.5 NO 20,22 DRYER 2 30 10 5.0 NO 21,23 RANGE/OVEN 2 40 6 6.0 NO 24,26 A/H w/ HEAT STRIP 1 0 10.0 KW 2 60 6 10.0 YES 25,27 A/C COMP. 4.0 TON �1 0 10.0 KW� 2 60 6 N.C. 28,30 WATER HEATER 2 30 10 4.5 NO 29 SPARE 1 20 12 1.5 NO 31-36 SPARES 1 20 12 9.0 NO A/C 0 65% 6500 W TOTAL KW: 46.05 FIRST 10 KW 0 100% 10000 W (NOT INCLUDING LOADS 0 100 %) REMAINDER 0 40% 11820 W N.C. = NON COINCIDENTAL TOTAL' 28320 W TOTAL/240 118 AMP PROVIDE 150 AMP M.C.B. 40 CKT. PANEL 150 AMP MAIN METER l U l DISCONNECT ELEC. SERVICE BY FPL 1 1 /2" C W/ 3 #3/0 COPPER I- I i 150 AMP 1 1/2" C N// MCB A/C #1 DISC 3 #3/0 COPPER I n 1 #4 CU TO CONCRETE ENCASED FOUNDATION STEEL 1 #4 CU to 3/4" x 10' CU GND, ROD & CWP ELE�` HI 'I A 4!3iRA M NO SCALE ELECTRICAL NOTES 1. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. 2. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. 3. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHT ABOVE FINISH FLOOR: SWITCHES 42" OUTLETS W TELEPHONE 14" TELEVISION 14" 4. PROVIDE AFCI PROTECTION IN ALL BEDROOMS PER NEC 210-12B. 5. ALL ELECTRICAL WORK SHALL MEET THE REQUIREMENTS OF THE CURRENT EDITION OF THE N.E.C. 6. 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 CITY OF VERO BEACH CERTIFICATE OF COMPETENCY, AS WELL AS OTHER LICENSES WHICH MAY BE REQUIRED BY THE GOVERNING MUNICIPALITY IN WHICH THE PROJECT IS LOCATED. 7. BEFORE COMMENCING WORK, EACH CONTRACTOR/SUBCONTRACTOR SHALL VERIFY MEASUREMENTS, LOCATIONS AND COORDINATE AS REQUIRED BETWEEN ALL RELATED TRADES. 8. THE CONTRACTOR SHALL SUPPLY AND INSTALL ALL NECESSARY DEVICES AND EQUIPMENT TO ENSURE SAFE, FULLY OPERATIONAL AND WORKABLE SYSTEMS AND BUILDING. 9. ELECTRICAL LIGHTING FIXTURES SWILL BE AS SELECTED BY THE OWNER aq r - 3, � V £ e I D'on Bergman ARCHITECTURE, LLC I P.772-466-5832 C:772-708-0164 License Na AA 26002432 P.O. Box 13537 4362 Gator Trace Lane Fort Pierce, Florida 34982 Rigdon Residence Garage Conversion i I I 10151 S. Indian River Dr. Fort Pierce, FL nlr y .F tt rn - I 1 t, ZQ20 Consultant: © 2019 Don Bergman Architecture LLC This document, Sheet No. A-1.1 has been prepared specifically for this ProjecL This document is not suitable for use on other projects or in other locations without the approval and participation of Don Bergman Architecture, LLC AR0013W. Reproduction and/or reuse is prohibited. Sheet Title Electrical Floor Plan N n 1 Scale: 1/4'=l'-0' Revisions: fi a t Comm.: Date 19-004 04.11.19' Drawn: Checked'.: DBA DLB Sheet No. i fF„I �i Of: 00 dlb FILE 00pY 04.12.10 F I I -----'------------------- -- -----F--------------------— — — — — — — ------�I III \ I F rt Ll I /J1 \ /--- ---- C— \ L __ -L J PROVIDE SIMPSON STRONG -TIE WMU3.12X (11 1/4" H) O EA 2-2 x 12 BEAM BEARING. FASTEN TO TOP\v-�- IXIST. MASONRY BM W/2- 1/4" x 1 3/4" TTTEN 2 FASTENERS. 7A Cc an / — — — — EXIST. ROOF OVERHANG— —----------------\�I PROVIDE 2—SIMPSON STRONG —TIE LTS12 TWIST STRAP S PE SLOPE O EA. WOOD TRUSS BEARING. FASTEN TO EXIST. I "N —� �' PROVIDE SIMPSON STRONG —TIE H2.5A HURRICANE TIE TRUSS THROUGH ROOFING AND TO NEW TRUSS rn N to O EA. WOOD TRUSS BEARING. FASTEN TO 2-2" x 12' W/12-10d NAILS. x I I BEAM AND TRUSS W/5-8d NAILS. co a I P o ti%� I o PROVIDE SIMPSON STRONG -TIE H2.5A HURRICANE TIE Z N I 017 I z N O EA. WOOD TRUSS BARING. FASTEN TO 2-2" x 12" BEAM AND TRUSS W/5';�8d NAILS. HIP JACK o HIP JACK PROVIDE SIMPSON STRONG —TIE H2.5A HURRICANE TIE 2' 0' NER S CO NER 2' O EA. WOOD TRUSS BEARING. FASTEN TO 2-2" x 12" 24' 0.. 24' 0.. BEAM AND TRUSS W/5-8d NAILS. ROOF FRAM'N(� Pl.,AN SCALE : 1/4" = 1'-0' _ ----- ty r hu a Building Permit: Building Address: 10151 S. Indian River Drive, Fort Pierce, FL Contractor. TBD Opening Schedule: Swing Doors, Neritead Doors, Sliding Doors, FbM Glass Windows & Skylights Opening Product Mode Manufacturer Glass Description Attachment Method Bt ikGng Design Product Design Product NOA Product NCA ID - Type, Size, Spacing & FJnbedmerd Pressure Pressure Expiration Date ��- C3RO LIVING ROOM CASEMENT WINDOW 400 SERIES ANDERSEN CORPORATION 7/16" LAMINATED 3/16" ITW TAPCON; 1.25' MIN. EMBEDMENT, 2 1/2" MIN. +33.00, -36.00 +50.0, -64.0 FL12496 GLASS EDGE DISTANCE; HEAD & SILL - 15.8" MAX. O.C.; JAMBS 040 KITCHEN - 12" MAX. FROM CORNERS & 24" O.C. +34.98, -37.90 +50.0,-65.0 CMT 3050 LIVING ROOM +34.50, -45.60 CWF3034 GARAGE +35.30, -47,20 CMT3030 MSTR BATH +35.30, -38.20 CMT3050 MSTR. BEDROOM +34.50,-37..45 CMT3050 OFFICE +34.50,-37'.45 CMT3050 BEDROOM 2 +34.50, -45I60 CMT) BATHH +35.30,-38',20 2868 PVC FRENCH DOOR SERIES FD-5555 PGT INDUSTRIES, INC. 7/16" LAMINATED 1/4" ELCO ULTRACON; 1 3/4" MIN. EMBEDMENT, 2 1/2' +34,02.-37';,00 +70.0, -70.0 18-1108.03 January 23, 2024 GLASS MIN. EDGE DISTANCE; HEAD & SILL - 4" MAX. FROM .. CORNERS: JAMBS - STRIKE SIDE: 9" MAX. FROM TOP &, BOTT. CORNERS & 12" O.C. MAX.; HINGE SIDE: 6 '.. ANCHORS MIN. - 9 1/2" FROM TOP CORNER, 10 1/2" FROM BOTT. CORNER & 4 ANCHORS INSTALLED THRU HINGES 3/16" ELCO ULTRACON). 3068 FRENCHWOOD HINGED A -SERIES ANDERSEN CORPORATION 1/2" LAMINATED ,1/4' TAPCON; 3 1/2* MIN. EMBEDMENT, 2 1/2" MIN. +33.70, -3630 FL14285 PATIO DOOR GLASS EDGE DISTANCE;. HEAD & SILL -. 19" MAX. FROM CORNERS; JAMBS - 8" MAX. FROM TOP & BOTT. CORNERS & AT CENTERLINE; HINGE SIDE: 6 ANCHORS MIN.; STRIKE SIDE: 9 ANCHORS MIN. Don Bergman ARCHITECTURE, LLC i 1 P:772-466-5832 1 C:772-708-0164 icense No. AA 26002432 P.O. Box 13537 4362 Gator Trace Lane Fort Pierce, Florida 34982 Rigdon Residence Garage Conversion 10151 S. Indian River Dr. Fort Pierce, FL n N rq 2020 Consultant: Q 2019 Don Bergman Architecture LLC This document, Sheet No. A-3.0 has been prepared specifically for this Project. Thisdocument is not suitable for use on other projects or in other locations without the approval and participation of Don Bergman Architecture, LLC AR0013%0. Reproduction and/or reuse is prohibited. $beet Title: Roof Framing Plan Scale: 1/4'=l'-0' �evisions : Comm: Date: 19-004 04.11.19 Drawn: Checked: DBA DLB Of: No. dlb 04.12.10 R" WIAInnW nDVM1MC WInTL A. io \ 3/4" RAISED STUCCO BAND 0 w x 0 z WIN ING z o g z 3 3/4" RAISED STUCCO BAND 3" RAISED STUCCO BAND TF-71— .0 8 1 1/2 STUCCO WINDOW SURROUND 1 DETAIL Scale: APPROX. GRADE #5 DOWEL W/6" MIN. EMBEDMENT INTO EXIST. CONC BOND BEAM - SET W/HIGH STRENGTH NON -SHRINK GROUT. #5 DOWEL W/6" MIN. EMBEDMENT INTO EXIST. CONC SLAB/FOUNDATION - SEr W/HIGH STRENGTH NON -SHRINK GROUT. SPACING NOT TO EXCEED 32" O.C. EXIST. GARAGE DOOR W SHUTTERS & SHUTTER BRACKETS 0 REMAIN 21930'" _T L� -T L 1I]I I ILIA -T L� IUD � Z-EI'll-1-IT L YENII �NEW DO PNG =L - CI: _L�1�� REFER TO FLOOR PLAN FOR ADDITIONAL MASONRY FILLED CELLS NOT SHOWN IN THIS ELEVATION #5 DOWEL W/6" MIN. EMBEDMENT INTO EXIST. CONIC BOND BEAM - SEr W/HIGH NEW GLAZED EXTERIOR ENTRY DOOR — STRENGTH NON -SHRINK GROUT. ---------6" 8- #5 DOWEL W/6" MIN. EMBEDMENT INTO EXIST. CONC SLAB/FOUNDATION - SET W/HIGH STRENGTH NON -SHRINK GROUT. SPACING NOT TO EXCEED 32" O.C. r iu +34.98, -37.90 o +34.98, -37.90 8- CONC FILLED CELL W/1-#5 BAR EA. #5 DOWEL W/6- MIN. EMBEDMENT INTO SIDE OF EXIST. MASONRY OPENING EXIST. CONIC BOND BEAM SET W/HIGH NEW VINYL FRENCH DOOR W/INSULATED STRENGTH NON -SHRINK GROUT IMPACT GLAZING I/I +33.70, -36.70 1 _ - - NEW 8" CONC MASONRY IN 1/2 RUNNING BOND - WVHOT DIPPED GALV. MASONRY TIES ® 16" O.C. V RT. CUT BLOCK SHOWN HATCHED - NO MASONRY TO BE LESS THAN 4" IN WIDTH. NEW 4- PRECAST CONC. WINDOW SILL, TIP. ALL WINDOW OPENINGS ----- - -- -- ELEVATI0N+8=0 WINDOW HEAD-APPROX. io ELEVATION +6 -8 u NEW 3/4" CEMENT PLASTER ON B" CONC MASONRY INFILL WALL SHOWN HATCHED, SEE FRONT ELEVATION ABOVE NEW ALUM. CLAD WOOD CASEMENT WINDOW W/NEW PRECAST CONIC SILL FINISH FLOOR ' ELEVATION +0'-0" +33.00, -36.0 NEW ALUM. CLAD WOOD CASEMENT WINDOW I I I I I W/NEW PRECAST CONC SILL z I I NEW ALUM. CLAD WOOD I I I I \ CASEMENT WINDOW W/NEW I I I I I PRECAST CONIC SILL i- 8" CONIC FILLED CELL W/1-#5 BAR EA. I V I I I I I I I I IL SIDE OF EXIST. MASONRY OPENING I II I I I I I I I II I +34.82, -37.75 +34.82, -37.75 +34.82, -37.75 +34.02, -37.00 +35.30, -38.20 +34.82, -37.75 +34.82, -37.75 SAWCUT & REMOVE A PORTION OF THE EXISTING 8" CONCRETE MASONRY WALL SAWCUT & REMOVE A PORTION OF THE EXISTING 8" CONCRETE MASONRY WALL AND EXIST. EXTERIOR FINISH TO THE WIDTH AS SHOWN AND AS REQUIRED TO AND EXIST. EXTERIOR FINISH TO THE WIDTH AS SHOWN AND AS REQUIRED TO PROVIDE THE ROUGH OPENING FOR THE SCHEDULED WINDOW TO BE INSTALLED. PROVIDE THE ROUGH OPENING FOR THE SCHEDULED DOOR TO BE INSTALLED. #5 DOWEL W/6- MIN. EMBEDMENT INTO EXIST. CONC 4'-0" x 4'-0" x 4" CONC SLAB W/8" x 8" THK. EDGE W/1-#5 BAR ON EXPOSED SLAB EDGES SLAB/FOUNDATION -SET W/HIGH STRENGTH NON -SHRINK GROUT. SPACING NOT TO EXCEED 32" O.C. EXTERIOR ELEVATIONS SCALE : 1/4" = 1'-0" WINDOW HEAD-APPROX. is ELEVATION +6+6 -8'-- NEW ALUM. CLAD WOOD CASEMENT WINDOW W/NEW PRECAST CONIC SILL 8" CONC FILLED CELL W/1-#5 BAR EA. SIDE OF EXIST. MASONRY OPENING SAWCUT & REMOVE A PORTION OF THE EXIST. 8" CONC. MASONRY WALL AND EXIST. EXTERIOR FINISH TO THE WIDTH AS SHOWN AND AS REQ'D TO PROVIDE THE ROUGH OPENING FOR THE SCHEDULED WINDOW TO BE INSTALLED. FINISH FLOOR ELEVATION +0'-0" NEW PRECAST CONC. WINDOW SILL, TYP. EACH WINDOW. 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 Rigdon Residence Garage Conversion 10151 S. Indian River Dr. Fort Pierce, FL Seal: II 1 PR 1 5 2020 .,r at ® 2019 Don Bergman Architecture LLC This document, Sheet No. A-3.0 has beea 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: Exterior Elevations Scale: 'lle- ,-0• Revisions : Qi 02.18.20 SLC BLDG. DEPT. Q2 03.12.20 SLC BLDG. DEPT. Comm.: Date: 19-004 04.11.19 Drawn: Checked: DBA DLB A-3P dlb 04.12.10 M L — S5 — /6" MIN. EMBEDMENT — \\ IST. CO— BOND BEAM — SET W/HIGH — — — — — — — — — — — —� STRENGTH NON —SHRINK GROUT. L EXTERIOR SCALE : 1/4' = 1'-0' -----------ter �—---- W/NEW PRECAST CONC SILL-8' CONC FILLED CELL W/1-#5 BAR EA. I SIDE OF EXIST. MASONRY OPENING #5 DOWEL W/6" MIN. EMBEDMENT INTO EXIST. CONC SLAB/FOUNDATION - SET W/HIGH STRENGTH NON -SHRINK GROUT. I� SPACING NOT TO EXCEED 32" 0 f - - - +35.30, -38.20 SAWCUT & REMOVE A PORTION OF THE EXISTING 8" CONCRETE MASONRY WALL AND EXIST. EXTERIOR FINISH TO THE WIDTH AS SHOWN AND AS REQUIRED TO PROVIDE THE ROUGH OPENING FOR THE SCHEDULED WINDOW TO BE INSTALLED. NEW 8' CONC MASONRY INFILL - - - WALL.PROVIDE E DOWELS _ - ® 16' O.C. VERT. T. iiiiiiimliiiiii� +34,50, -45.60 ELEVATIONS +34.50, -37.45 _ z- II LI -- 1 314' CEMENT PLASTER ON NEW 8 INFILL MASONRY — MATCH EXIST.I FINISH & TEXTURE I N ALUM. CLAD WOOD CASEMENT I - - WINDOW W/NEW PRECAST CONC SILL +35.30, -38.20 INi 0 ELEVATION +0'-6" A SAWCUT & REMOVE A PORTION OF THE EXIST, B' CONC. MASONRY WALL AND EXIST. EXTERIOR FINISH TO THE WIDTH AS SHOWN AND AS REQ'D TO PROVIDE THE ROUGH OPENING FOR THE SCHEDULED WINDOW TO BE INSTALLED. 8" CONC FILLED CELL W/1-#5 BAR EA SIDE OF EXIST. MASONRY OPENING I 1 FINISH FLOOR 'PROX GRADE ELEVATION +0'-0" WOOD WINDOW STOOL W/ 3/8"EASED EDGE WOOD WINDOW STOOL W/ 3/8"EASED EDGE ALUM. CLAD WOOD CASEMENT WINDOW ALUM. CLAD WOOD CASEMENT WINDOW k' li F W/LAMINATED IMPACT GLASS— W/LAMINATED IMPACT GLASS IN CAULK ALL INTERIOR & EXTERIOR CAULK ALL INTERIOR & EXTERI` R WINDOW PERIMETERS WINDOW PERIMETERS 5/8" GYPSUM DRYWALL ON 1"x P.T. FURRING 016" O.C. G PRECAST OR CAST IN -PLACE PRECAST OR CAST IN -PLACE CONCRETE SILL CONCRETE SILL 5/8" CEMENT P STER W/SMOOTH FINISH. a M -i 5/8" CEMENT P STER 3 0 M CEMENT PLASTER CORBEL; 3 W/SMOOTH FINISH. TYP. OF 2 F1 CAULK ALL INTERIOR & EXTERIOR r 1-- - WINDOW PERIMETERS / ALUM. CLAD WOOD CASEMENT WINDOW 5/8" GYPSUM DRYWALL ON 1"x W/LAMINATED IMPACT GLASS P.T. FURRING 016" O.C.-5/8" GYPSUM DR' W LL ON 1"x K P.T. FURRING 01 ; WOOD CASEMENT WINDOW 1 WOOD CASEMENT WINDOW 2 WOOD CASEMENT WINDOW 3 HEAD DETAIL — JAMB SIM. SILL DETAIL SILL DETAIL CORBELS 3=IScale:" 3S°;'°o" 3Sc'le: 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 Rigdon Residence Garage Conversion 10151 S. Indian River Dr. Fort Pierce, FL Seal *APR5 2020 Consultan : ® 2019 Don Bergman Architecture LLC This document, Sheet No. 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: Exterior Elevations Scale: 11e=1'-0' Revisions : Qi 02.18.20 SLC BLDG. DEPT. 2 03.12.20 SLC BLDG. DEPT. Comm.: Date: 19-004 04.11.19 Drawn: Checked: DBA DLB No. A-3.1 Of: OD.. C" dlb 04.12.10 dlb 04.12.10 FIBERGLASS/ASPHALT SHINGLES W/30 ROOFING FELT ON 19/32"MIN. PLYWOOD SHEATHING - MATCH EXIST. SHINGLES SIMPSON STRUCTURAL CONNECTOR - SEE ROOF FRAMING PLAN, A-2.0. 12 FIBERGLASS/ASPHALT SHINGLES W 30 I MATCH EXIST. ROOF SLOPE ROOFING FELT ON 19/32"MIN. PLYWOOD SHEATHING - MATCH EXIST. SHINGLES PRE-ENGINEERED WO TRUSSES ® 24" O.C. VENTED VINYL SOFFIT - MATCH EXIST. SEE ROOF FRAMING P N, A-2.0. 26 GA GALV DRIP EDGE OVER REMOVE NG &SOFFIT IN AREAS 1" x 2" FASCIA. �rY"�fN TRUSS BEARING _x WOF�``"`N C`" ELEVATION +8'-0" `, " ICYNEN FOAM INSU THICKNESS AS . A`'�` ` N¶ON, O 5/8" GYPSUM DRYWALL ON TRUSS { TOP OF MASONRY COLUMN BOTT. CHORDS ELEVATION +6' -11 3/4• — - "V-GROOVE' EXISTING MASONRY BOND BEAM 1" x 6" T & G CYPRESS SOFFIT 2-2" x 12" WOOD BEAM I I FASTEN TO TRUSS BOTT. CHORDS 0 24" O.C. W/ 8" x 8" x 16" CONC BLOCK IN W/1/2" PLYWOOD SPACER - - 2"-16 GAGE FINISH NAILS; 3 NAILS ®FA. BEARING 1/2 RUNNING BOND & 4" O.0 AT EDGES. T ' 6'-6 1/4" CORE-FILL 500 AM OINMALL 2'-1 3/4" INSULATION NEW & EXIST.MASONRY - ' WALLS TO FULL HEIGHT OF WALL " 3 4CEMENT P' W I t�STER SMOOTH I - 8' CONC. BLOCK IN 1f2 RUNNING BOND SAND FINISH ON 12" x 12" x 8" MASONRY COLUMN BLOCK I 3/4' CEMENT PLASTER ON 8" CONC BLOCK %MATCH EXIST. PLASTER THICKNESS & TEXTURE II ' II - I -3.0 77 ilI 5/8" GYPSUM DRYWALL ON 1z P.T. FURRING STRIPS I TYPICAL FILLED CELL ® 16" O.C. PROVIDE 1" x 4" P.T. FURRING ® TOP I 1-#5 DOWEL IN CONC FOOTING & 1-#5 BAR & BOTTOM OF ALL WALLS & AROUND ALL OPENINGS. - _ - VERT. IN CONC BLOCK CELL FILL BLOCK CELL W/3000 PSI CONC. SEE FOUNDATION PLAN HOT DIPPED GALV. MASONRY 12" x 12" x 80,MASONIY COLUMN BLO K W/ ' FOR FILLED CELL LOCATIONS TIES ® 16" O.C. VERT. 4-#5 BARS VERt. FILL BLOCK CELLS W 3000 =_ n #5 DOWEL W/6" MIN. EMBEDMENT INTO EXIST. CONC PSI CONC HIGH SLAB FOUNDATION - SET W HIGH STRENGTH / W/ I 4 CONCRETE SLAB W/ 10 MIL VAPOR BARRIER ON CLEAN, NO GROUT. SPACING NOT TO EXCEED 32" O.C. 3 I " COMPACTED SAND TILL. REINFORCE SLAB W/6 X 6 W4.4 -- X W1.4 W.W.M. EXISTING CONCRETE SLAB & I MONOLITHIC FOOTING PORCH FINISH FLOOR SLOPE Y ELEVATION +0'-0' APPROX. GRADE a ° e —__ cc ° ,° W 18"DP x 16'1V CONC THK. SLAB — EDGE W/2-5 BAR CONT o a.�° ° 8" X 8" THK. SLAB EDGE ON EXPOSED SIDES BOTTOM OF CONC FOOTING TO BE 4 W/1-#5 BAR CONT. 1/2" EXPANSION JOINT W/ 12" MIN. BELOW GRADE ASPHALTIC FILLER MATERIAL SE C Tt 0 yi . 2 t SCALD : 3/4" WOOD TRUSS BEARING ELEVATION +8-0 WINDOW HEAD ELEVATION +6'- FINISH FLOOR ELEVATION +0'-0" N -A , B, Don Bergman ARICHITECTURE, LLC v P:772-466-5832 C: 772-708-0164 License No. AA 26002432 P.O. Box 13537 4362 Gator Trace Lane Fort Pierce, Florida 34982 I I Rigdon Residence Garage I Conversion 10151 S. Indian River Dr. Fort Pierce, FL A Py' 20'1© Consult t 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 D n Bergman. Architecture, LLC A 0013560. Reproduction and/or re a is prohibited.. Sheet Title Wall Section I visions Comm.: Date. 19-004 04.11.19 Drawn: Checked: DBA DLB No. 47 F A- 1` a Gi FILECOPY