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Home My WebLink AboutBuilding PlansP9irim"ifti11 G (3r31 trnErt 1 t ucfe County. FL EY SCALE WINDOW HEAD-APPROX. ELEVATION +6'-10" EXISTING EXPOSED 8" CONC MASONRY WALLS, PAINTED. EXIST. ALUM. SINGLE -HUNG WINDOWS, TIP. FINISH FLOOR _ _ ELEVATION +0'-0" _ _ _ _ _ _ _ _ _ - - - _ _ - — - - - WINDOW HEAD-APPROX. ELEVATION +6' EXISTING T1-11 WOO WOOD SIDING WOOD STUD FRAMING - SPACIP FINISH FLOOR - - \ I - - - - — LEVATION +0'-0' WINDOW HEAD-APPROX. ELEVATION +6'-10" EXISTING EXPOSED 8" CONC MASONRY WALLS, PAINTED. EXIST, ALUM. SINGLE -HUNG WINDOWS, TIP. EXIST. ALUM. POST FINISH FLOOR ELEVATION +0'-0" E A S T E L E V A T 1 0 N N 0 R T H E L E V A T 1 0 N EXISTING EXTERIOR ELEVATIONS SCALE : 1/4' = V-0" EXISTING EXPOSED 8" CONC MASONRY WALLS, PAINTED, EXIST, ALUM. SINGLE —HUNG WINDOW TO BE REMOVED. EXISTING T1-11 WOOD SIDING ON 2" x 4" WOOD STUD FRAMING — SPACING VARIES GENERAL NOTES 1. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES / AGENCIES HAVING JURISDICTION. 2. THE CONTRACTOR IS RESPONSIBLE FOR ALL WORK SHOWN BY THESE DOCUMENTS AND FOR COORDINATION WITH ANY AND ALL OTHER DOCUMENTS PREPARED BY OTHERS. 3. 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/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. 4. BEFORE COMMENCING WORK, EACH CONTRACTOR/SUBCONTRACTOR SHALL VERIFY MEASUREMENTS, LOCATIONS AND COORDINATE AS REQUIRED BETWEEN ALL RELATED TRADES. 5. THE CONTRACTOR SHALL SUPPLY AND INSTALL ALL NECESSARY DEVICES AND EQUIPMENT TO ENSURE SAFE, FULLY OPERATIONAL AND WORKABLE SYSTEMS AND BUILDING. 6. ANY DISCREPANCIES WITH THE DRAWINGS, DIMENSIONS, CONFLICTS OR OTHERWISE, SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND VERIFIED PRIOR TO CONSTRUCTION. 7. GYPSUM WALLBOARD SHALL COMPLY WITH ASTM C36 AND SHALL BE 5/8" THICK. PROVIDE MOISTURE RESISTANT GYPSUM BOARD AT WALLS BEHIND WEr AREAS. B. 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. DESIGN CRITERIA - 2W FLORIDA BULDNG CODE, OTH EDR1oN - ASCE 7-10 'DESIGN LOADS FOR BULDNGS AND OTHER 87Al1CTUHES' - 160 MPH ULT WIND 8TREMTH (124 MPH NOMINAL WNDSPEED) - E POSM CATEGORY 'C' - RISK CATEGORY I - ENCLOSED BULDNGS: 0.18 INTERNAL PRESSURE COEFFICIENT - CONCRETE MASONRY: ASTM C-90 (Pm ■ 2800 p!0 z - STEEL REBFORCNG BARS: ASTM 89 (i'y - 80 Ia0 REVIEWED FOR - TYPE M MORTAR ONLY - ASTM 270 CODE COMPLIAM - ONRYSOL BEARNG PREP ASA 0 0@78) ST. LUCIE CO VNT - MIWW CONCRETE STRENGTH - (PC ■ stoop pe0 BOCC 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. 3N 2" x 4" 2. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS MEETING THE IG VARIES REQUIREMENTS OF ALL GOVERNING CODES. 3. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHT ABOVE FINISH FLOOR: SWITCHES 42" OUTLETS 14" 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 kr 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 it 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 EI 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 SHALL BE AS SELECTED BY THE OWNER 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 C. 2017 FLORIDA FIRE PREVENTION CODE (FFPC)(NFPA-1, NFPA-101) 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 Existing Single -Family Residence Building Code Violations 3105 S. 23rd Street Fort Pierce, FL Sea*AUG5 2020 k '...onsultan't3:... Y r 02019 Don Bergman Architecture LLC This document, Sheet No. A- i .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 : Existing Floor Plan Existing Exterior Elevations General Notes Scale: 1/4"=1'-0" I Revisions: fl R A '1 rj Comm.: Date: 1 20-003-701 08.24.20 p Drawn: Checked : DBA DUB Sheet No. A-1.0 dlb 04.12.10 Of.. SELECTIVE DEMOLITION FLOOR PLAN SCALE ELECTRICAL IIQC DUPLEX OUTLET o 12" AFF g_E EXISTING DUPLEX OUTLET SPLIT SWITCHED OUTLET o 12" AFF FLOOR OUTLET �GFI GROUND FAULT OUTLET 0 12' AFF �GFI/WP ,�7-- WEATHER PROOF OUTLET 8 12' AFF �R RANGE OUTLET 220V EXAUST FAN EXAUST FAN / LIGHT HEAT / LIGHT & EXHAUST FAN ® CHIMES VP 4— $3 $4 $D $R SYMBOL RECESSED CAN UGHT EXISTING RECESSED CAN LIGHT EYEBALL LIGHT VAPOR PROTECTED LIGHT CEILING UGHT WALL LIGHT SINGLE SWITCH 3—WAY SWITCH 4—WAY SWITCH DIMMER SWITCH RHEOSTAT SWITCH FLOOD LIGHT KEY CABLE T.V. JACK BUTTON 0 PHONE JACK ® SMOKE DETECTOR ELECTRICAL PANEL [::p DISCONNECT SWITCH ELECTRIC METER DEDICATED OUTLET 220V 1 BULB FLUORESCENT 2 BULB FLUORESCENT O —KJ CEILING FAN DEMOLITION NOTES Ot REMOVE EXISTING T1-11 WOOD SIDING WITHOUT DAMAGE AND STORE FOR RE -INSTALLATION. REMOVE EXISTING WOOD TRIM 0 TOP OF T1-11 SIDING AND AT BUILDING CORNER. DO NOT RE -USE WOOD TRIM. OREMOVE EXISTING BATT INSULATION WITHOUT DAMAGE AND STORE FOR RE -INSTALLATION. OREMOVE EXISTING ALUMINUM SINGLE HUNG WINDOW. REMOVE EXISTING WOOD STUD FRAMING AS REQUIRED TO INSTALL NEW 2' x 4" WOOD STUD FRAMING ROUGH OPENING & HEADER FOR NEW ALUMINUM EGRESS WINDOW. OREMOVE EXISTING WATER HEATER (EXTERIOR OF BUILDING) AND RELOCATE AS INDICATED. PROVIDE NEW RECEPTACLE AND WIRING AS REQUIRED BY WATER HEATER MANUFACTURER AND AS REQ'D TO MEET THE NATIONAL ELECTRIC CODE, OREMOVE EXISTING ELECTRICAL RECEPTACLE AND EXPOSED WIRING ADJACENT TO EXIST. WATER CLOSET. O6 REMOVE EXISTING ELECTRICAL RECEPTACLE ADJACENT TO EXIST. LAVATORY & REPLACE W/ NEW GFCI RECEPTACLE AND COVER PLATE. 07 REMOVE EXISTING ALUM. POST. SAWCUT & REMOVE A PORTION OF THE EXIST. CONC SLAB AS REQ'D TO PROVIDE NEW CONIC THK. SLAB FOR NEW COLUMN BASE. 8 REMOVE EXISTING ALUMINUM SINGLE HUNG WINDOW. REMOVE EXISTING FASTENERS, WOOD BUCKS, WINDOW HARDWARE AND SEALANT. PREPARE OPENING TO RECEIVE NEW ALUM. IMPACT SINGLE -HUNG WINDOW, QREMOVE EXISTING ALUMINUM JALOUSIE WINDOW. REMOVE EXISTING FASTENERS, WOOD BUCKS, WINDOW HARDWARE AND SEALANT. PREPARE OPENING TO RECEIVE NEW ALUM. IMPACT SINGLE -HUNG WINDOW. 10 REMOVE EXISTING ALUMINUM SINGLE -HUNG WINDOW. REMOVE EXISTING FASTENERS, WINDOW HARDWARE AND SEALANT. REMOVE PORTION OF EXISTING MASONRY WALL BELOW EXISTING WINDOW OPENING AS REQ'D TO PROVIDE NEW MASONRY OPENING FOR ALUM. SINGLE -HUNG EGRESS WINDOW. GENERAL NOTES 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. LEGEND DEMOU1ON FLOOR PLANS EXISTING CONSTRUCTION ------_--- DEMOLISHED CONSTRUCTION NEW TEMPORARY CONSTRUCTION WALLS (1 HOUR RATED CONSTRUCTION) --�—�—I— l 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 PLUMBING FIXTURES TO BE REMOVED. (SEE PLUMBING DWG'S.) ® EXISTING EXIT LIGHT (9 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 =° FIRI_ EXTINGUISHER 4 DENOTES FIRE ALARM PULL BOX Don Berman ARCHITECTU E, LLC P:772-466-5832 C:772-708-0164 License Not AA 26002432 P.O. Box 13537 4362 Gator Trace Lane Fort Pierce, Florida 34982 Existing Single -Family Residence Building Code Violations 3105 S.23rd Street Fort Pierce, FL Seal AUG 2 5 2020 Consultarl Q 2019 Don Bergman Architecture LLC This document, Sheet No. SD- i .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 Selective Demolition Notes General Notes Scale: 1/4"=1'-O' Revisions: Comm.: Date: 20-003-701 08.24.20 Drawn : Checked: DBA DLB Sheet No. SDAO dlb 04.12.10 Of: 00 St. Lids CONY Eh Dep'I wit PI W Building Permit Building Address: 3105 S. 25th Street, Fort Pierce, FL a , c,n.d,dw o.hn nan. Orerhwd ISn ,,_ '%&&. Dwm -n vlwod QmL WA1 m & SMkft CQntmctor. AndimA311=:iIuct'`olt L w Opening ID Product im'-441 �2 Manufacturer Ghee Description Atiwhment Method Type, Size, Spocing & Embedmatt Building Design Pnessum Produck, DWign Praawm Product NNOA Product NOA Eoration Date .,. r "^¢ i W1 - SH22 1 I PVC SINGLE -HUNG WINDOW SH-5500 SERIES PGT INDUSTRIES, INC. 7/8' LAMINATED INSULATED GLASS 1/400 ELCO ULTRACON; 1 1/4' MIN. EMBEDMENT; 2 1/2" MN. EDGE DISTANCE; HEAD - 2 FASTENERS, 12" MAX FROM CORNERS, JAMB ABOVE MEETING RAIL - 1 FASTENER, 12' +35.30. -38.20 +65.0, -70.0 20-0401.03 July 30, 2025, j MAX. FROM TOP CORNERS & 17 7/8" MAX. O.C.; JAMB BELOW MEETING RAIL - 2 FASTENERS, 6 1/2' MAX. FROM BOII. CORNERS & 13 3/4' MAX O.C. W2 - SH23 1/4'0 ELCO ULTRACON; 1 1/4" MIN. EMBEDMENT; 2 1/2' MIN. EDGE DISTANCE; HEAD - 2 FASTENERS, 12" MAX. FROM +35.30. -38.20 CORNERS, JAMB ABOVE MEETING RAIL - 2 FASTENERS, 12' MAX, FROM TOP CORNERS & 17 7/8' MAX.. O.C.; JAMB BELOW MEETING RAIL - 2 FASTENERS, 6 1/2" MAX. FROM BDTT. CORNERS & 13 3/4' MAX D.C. W3 - SH24 1/4"0 ELCO ULTRACON; 1 lle MIN. EMBEDMENT; 2 1/2' MIN. EDGE DISTANCE; HEAD - 2 FASTENERS, 12" MAX. FROM 34.82; -37.75 W4 - SH24 -34.82, -46.24 CORNERS, JAMB ABOVE MEETING RAIL - 2 FASTENERS, 12' MAX. FROM TOP CORNERS & 17 7/5' MAX. O.C.; JAMB BELOW MEETING RAIL - 3 FASTENERS, 6 1/2' MAX. FROM BOTT. CORNERS & 13 3/4' MAX O.C. W5 - SH25 i/4'O ELCO ULTRACON: 1 1/4" MIN. EMBEDMENT 2 1/2' MIN. EDGE DISTANCE; HEAD - 2 FASTENERS, 12' MAX. FROM 34.34, -37.30 W6 - SH25 34.34, -45.20 CORNERS, JAMB ABOVE MEETING RAIL - 3 FASTENERS, 12' MAX. FROM TOP CORNERS & 17 7/8' MAX. O.C.; JAMB BELOW MEETING RAIL - 3 FASTENERS, 6 1/2' MAX. FROM '.. BUT. CORNERS & 13 3/4' MAX Q.C. W5A - SH25 #12 SCREWS; 1 3/8" MN. EMBEDMENT; 9/16' MN. EDGE DISTANCE; HEAD - 2 FASTENERS, 12" MAX. FROM CORNERS, +34.34, -37.30 JAMB ABOVE MEETING RAIL - 3 FASTENERS, 12' MAX. FROM TOP CORNERS & 17 7/8" MAX. O.C.; JAMB BELOW MEETING RNL - 3 FASTENERS, 6 1/2" MAX. FROM BOTr. CORNERS & 13 3/4' MAX. O.C., 6" MAX. BELOW MEETING RAIL; !" W7 - SH34 1/4'0 ELCO ULTRACON; i lle MIN. EMBEDMENT, 2 1/2' MIN. EDGE DISTANCE; HEAD - 2 FASTENERS, 12" MAX. FROM +34.02, -44.64 CORNERS, JAMB ABOVE MEETING RAIL - 2 FASTENERS, 12': MAX. FROM TOP CORNERS & 17 7/8" MAX. O.C.; JAMB BELOW MEETING RAIL - 3 FASTENERS, 6 1/2" MAX. FROM BOTT. CORNERS & 13 3/4' MAX O.C. PA; ROO WAM a. 4 VA VA ff, I WAM, 0, 5405 VA 4, mad J®r SIDING 051=1 rzzffial F ME N NSA I'd rzzrz'A r r/JJA I ArrIA1 MAN . F A 10 1 115 Or EXIST. WOOD BEAM EXISTING EXPOSED 8" CONC MASONRY WALLS, PAINTED. NEW ALUM. SINGLE -HUNG WINDOW W/LAMINATED IMPACT GLAZING REMOVE EXISTING ALUM. POST. INSTALL NEW 4 P.T. WOOD POST, COLUMN CAP & POST BASE.- NAVD WINDOW HEAD-APPROX. ELEVATION +6'-10 EXISTING EXPOSED 8" CONC MASONRY WALLS, PAINTED. NEW ALUM. SINGLE -HUNG EGRESS WINDOW W/LAMINATED IMPACT GLAZING NEW PRECAST CONC. SILL TO MATCH EXIS1 FINISH FLOOR ELEVATION +0'-0' ELEVATION +17'-4" NAVD dlb 04.12.10 +34.82, -37.7 +34.34, -37.30 N O R T H E L E V A T 1 0 N +34.34, -37. +34.34, -45.28 S O U T H E L E V A T 1 0 N IN V T'�ON EXT IOR ELE "AT 1 SCALE : 1/4' = 1'-0" NEW ALUM. SINGLE -HUNG EGRESS WINDOW W/ LAMINATED IMPACT GLAZING EXISTING EXPOSED B" CONC MASONRY WALLS, PAINTED. NEW 1" x 4' WOOD TRIM a WINDOW PERIMETER, PAINTED T1-11 WOOD SIDING ON 2' x 4" WOOD STUD FRAMING a 16" O.C. NEW ALUM. SINGLE -HUNG EGRESS WINDOW W/LAMINATED IMPACT GLAZING PRECAST CONC. SILL TO MATCH EXIST. INSTALL NEW WATER HEATER RECEPTACLE +35.30, -38.20 - - - - - - - - - = - - - - = W2SH23 III 38.20 E III +34.82, -46.24 +35.30, -38.20 +35.30, -38.20 +35.30, -WH II I C C III II III III III W4 - SH24 W1 - SH22 W2 - SH23 W2 - SH23III B A T H PC II INSTALL NEW DRYER ELECT. RECEPTACLE III III I III GFCI II (�o II W III Cn JIM M W III �CD o I ll in W I". I = INSTALL NEW ELECTRICAL RECEPTACLES III n "� V I to III = ' + I I III CAP I !I L I 3 LI + I. III INSTALL NEW ELECTRICAL RECEPTACLE I I BEDROOM FINISH FLOOR I'll I I ELEVATION +17'-4" NAVD E III E X I S T I N G O N E- S T O R Y III III ro III S I N G L E F A M I L Y O1 III R E S I D E N C E II II as FINISH FLOOR I I ELEVATION +17'-4' NAVD III E - I - II II co I I II H III" 2' n LO III W I IIICCO4 I II III N # I II M r 4" >d "COL"' III t" I I + I + III ---- -- -�1- III 3 II NEW 16' x 16' x 12" CONC. THK. SLAB W/2-/4 BARS x 12" DOWELED INTO EA. III W4 - SH24 SH34 III SIDE OF EXIST. SLAB III III PROVIDE 2 MIN. SIDE COVER FOR COLUMN BASE III III EXISTING CONCRETE DRIVE & WALKWAY +34.82, -46.24 C +34.02, -44.64 RENOVATION FLOOR PLAN SCALE : 1/4' = 1'-0' WINDOW HEAD-APPROX. ELEVATION +6-10 EXISTING EXPOSED 8' CONC MASONRY FINISH FLOOR ELEVATION +0'-0' ELEVATION +17'-4' N, WINDOW HEAD-APPROX. ELEVATION +6'-1 EXISTING EXPOSED 8' CONC MASONRY WALLS; PAINTED. NEW ALUM. SINGLE -HUNG WINDOW W/LAMINATED IMPACT GLAZING FINISH FLOOR ELEVATION +0'-0' ELEVATION +17'-C NAVD ----------- +35.30, -38.20 +35.30, -38.20 +35.30, -38.20 +35.30, -38.20 +34.82, -46.24 W E S T E L E V A T I O N f III IV I III f +34.82, -46.2 +34.02, -44.64 NEW ALUM. SINGLE -HUNG WINDOW W/LAMINATED IMPACT GLAZING E A S T E L E V A T 1 0 N SINGLE -HUNG WINDOW ) IMPACT GLAZING EXISTING WOOD BEAM T1-11 WOOD SIDING ON 2" x 4" WOOD STUD FRAMING 0 16" O.C. 3 I �xFYy' t 1 ✓� x ..may 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 Existing Single -Family Residence Building Code Violations 3105 S.23rd Street Fort Pierce FL Consultant I Q 2019 Don Bergman Architecture LLC This document, Sheet No. A-1.1 has been prepared specifically for this Project. This document is not suitable for use on other projects m in other locations without the approval and participation of Don Bergman Architecture, LLC AR0013560. Reproduction andlm reuse is probibfted. Sheet Title : Renovation Floor Plan Renovation Exterior Elevations Wall Section 1 Scale: 1/4'-1'-0' r 1 Revisions: ..w-esw i 3 e; t Comm.: Date: 20-003-701 08.24.20 k �I Drawn: Checked: 1 DBA DL8 EXISTING ROOFING MEMBRANE ON T & G 12 SHEATHING & EXIST. WOOD RAFTER FRAMING .125 ROOF SLOPE EXIST. RAFTER BEARING ELEVATION +7'-4" SIMPSON LSTA12 STRAP TIE, TYP. O EA. STUD TO TOP PLATE ✓}C EXIST. BEAM; FASTEN W/10-10d NAILS 2" x 4" TOP PLATE SHEATHING FASTENING SCHEDULE: FASTEN 19/32" PLYWOOD SHEATHING TO 2" x 4" STUD FRAMING W/Bd COMMON NAILS O 6" O.C. EDGES & 12" O.C. FIELD FASTEN 5/16" T1-11 PLYWOOD TO 19/32" SHEATHING W/6d COMMON NAILS O 6" O.C. EDGES & 12" O.C. FIELD 2" x 4" WOOD STUD FRAMING _ O 16" O.C. ADD ADD'L STUDS WHERE EXIST. SPACING EXCEEDS 16" O.C. GYPSUM DRYWALL ON 2" x A." WOOD FRAMING O 16" O.C. 5/16" T1-11 PLYWOOD SIDING OVER 30* FELT, 19/32" PLYWOOD —FIBERGLASS BATT INSULATION R=13 MIN. SHEATHING (MIN.) & 2" x 4" WOOD STUDS O 16" O.C. _ SIMPSON H8 HURRICANE TIE, TYP. 2" x 4" P.T. PLATE W/1/2-0 x 60 EA. STUD TO SILL PLATE; FASTEN EXP. ANCHORS & PLATE WASHERS W/5-10d x 1 1/2" NAILS O 32" O.C. 6" CONCRETE SLAB OVERPOUR (EXISTING) EXISTING FINISH FLOOR �TJ ELEVATION +0'-6" --� m APPROX. GRADE EXISTING CONCRETE CARPORT o o�> THICKENED SLAB — PROVIDE 6" MIN. CLEARANCE BETWEEN BOTT. OF WOOD SIDING AND GRADE SECTION SCALE : 3/4" = 1'-0" V - _ - EXISTING ROOFING MEMBRANE ON T & G 12 SHEATHING & EXIST. WOOD RAFTER FRAMING .125 ROOF SLOPE A n$ w EXIST. RAFTER BEARING -- — ELEVATION +T-4" SIMPSON BC4 POST CAP FASTEN •,• W/6-16d NAILS EA. O POST & BEAM I 4" x 4" P.T. POST, PAINTED SIMPSON ABA44Z STANDOFF POST BASE FASTEN TO POST W/6-10d NAILS; ATTACH TO CONC. SLAB W/ 1/2"0 EXP. ANCHOR OR CAST ANCHOR BOLT NEW 16" x 16" x 12" CONC, THIC. SLAB W/2-/4 BARS x 12" DOWELED INTO EA. SIDE OF EXIST. SLAB ll EXISTING CARPORT SLAB APPROX. GRADE ca % ELEVATION +0'-0" d �Illlf 1'-4• SECTION - B SCALE/ : 3 4• = 1' 0" d!B 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 Existing Single -Family Residence Building Code Violations 3105 S.23rd Street Fort Pierce, FL Seal r� trio Consult ® 2019 Don Bergman Architecture LLC This document, Sheek No. A-1.2 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 Bergtnazt Architecture, LLC AR0013560. Reproduction and/or reuse is prohibited. Sheet Title : Wall Sections Scala: 314"=1'-0" Revisions: Comm.: Date 20-003-701 08.24.20 Drawn: Checked: DBA DLB No. A-1.2 dlb 04.12.10 Of: