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DRAWINGS3 �ou K/VV) 214.001 �..0 AARK #1 S.E. 34th AVENUE SITE BENCHMARK PAVED) ET P.K. IL 15.47 FOUND 1/2fl IRON ROD AE35REV IATION5 @ ' ,N 90"00'00" E 63.00' CAST IRON ELEC. ELECTRICAL MGT. HEIGHT N.I.C. NOT IN CONTRACT S.B. SPLASH BLOCK W.I. WROUGHT IRON ACT ACOUSTICAL TILE CER. CERAMIC EX. EXIST. OF LOT 6 HRD'R. HARDENER CONC. NUMBER SCH. SCHEDULE WD. WOOD DRIVE ADJUSTABLE CLG. CEILING EXP. EXPOSED or EXPANSION H.C. HOLLOW CORE y NOMINAL SEC. SECTION W.W.F. WELDED WIRE FABRIC A.B. a F C.O. CLEAN OUT F.E. FIRE EXTINGUISHER H.M. 7.6 ' gg C SHED SOLID CORE A.C. 7.5 CONC. CONCRETE .3 FINISHED FLOOR H.V.A.C. 0. ."GARAGE f' E STRAIGHT VINYL BASE COD ALUMINUM COL. COLUMN FIN. FINISH INSUL. INSULATION O.W. OPEN WEB 1 STORY .� ALT. AREA OF WORK (HATCHED) CONT. CONTINUOUS PLR. FLOOR AE35REV IATION5 @ AT C.I. CAST IRON ELEC. ELECTRICAL MGT. HEIGHT N.I.C. NOT IN CONTRACT S.B. SPLASH BLOCK W.I. WROUGHT IRON ACT ACOUSTICAL TILE CER. CERAMIC EX. EXIST. EXISTING HRD'R. HARDENER NO. NUMBER SCH. SCHEDULE WD. WOOD ADJ ADJUSTABLE CLG. CEILING EXP. EXPOSED or EXPANSION H.C. HOLLOW CORE NOM. NOMINAL SEC. SECTION W.W.F. WELDED WIRE FABRIC A.B. ANCHOR BOLT C.O. CLEAN OUT F.E. FIRE EXTINGUISHER H.M. HOLLOW METAL O.C. ON CENTER S.C. SOLID CORE A.C. AIR CONDITIONING CONC. CONCRETE F.F. FINISHED FLOOR H.V.A.C. HEATING, VENTILATING * AIR CONDITIONING OPG. OPENING S.V.B. STRAIGHT VINYL BASE ALUM. ALUMINUM COL. COLUMN FIN. FINISH INSUL. INSULATION O.W. OPEN WEB SPEC. SPECIFICATION ALT. ALTERNATE CONT. CONTINUOUS PLR. FLOOR INV. INVERT P.C. PLUMBING CONTRACTOR T.O.F. TOP OF FOOTING BD. BOARD DET. DETAIL F.S. FULL SIZE LAM. LAMINATED R PLATE T.O.P. TOP OF PLATE BLDG. BUILDING DN. DOWN FT. FOOT or FEET MAT. MATERIAL PLAS. PLASTER T.O.S. TOP OF STEEL B. M. BENCH MARK DK. DECK FTG. FOOTING M.C. MECHANICAL CONTRACTOR PT. PAINT TYP. TYPICAL BRG. BRIDGING or BEARING D.S. DOWN SPOUT G.C. GENERAL CONTRACTOR M.H. MAN HOLE P.S.I. POUNDS PER SQUARE INCH THK. THICK or THICKNESS C/C CENTER TO CENTER D.W. DRY WALL GL. GLASS or GLAZING MLDG. MOULDING R.A. RETURN AIR T*G TONGUE AND GROOVE CL CENTER LINE DWG. DRAWING G.PT. GLAZED PAINT MTL. MET. METAL RM. ROOM V.G.T. VINYL COMPOSITION TILE CAB. CABINET E.C. ELECTRICAL CONTRACTOR GYP. GYPSUM MIN. MINIMUM REQ'D. REQUIRED V.C.B. VINYL COVE BASE C.B. CATCH BASIN EL. ELEV. ELEVATION H.B. HOSE BIB M.T. METAL THRESHOLD REIN. REINFORCING W/ WITH 430 SE 34th Avenue -Steven W—'71 bert�1 AR00178 4 Boynton Beach, FL 33435 �V— W Llll� W:) F— LU — W U PROJECT DESCRIPTION: V)W f -- THESE PLANS ARE PREPARED AND SUBMITTED TO CONVERT A PORTION OF W - THE EXISTING GARAGE INTO LIVING SPACE (A BEDROOM) > _ THE EXISTING GARAGE WILL BECOME A SMALL UTILITY ROOM (EX. O.H. W Uj U 0 DOOR TO REMAIN) Q THIS LEVEL -2 REMODEL REQUIRES, ELECTRIC, PLUMBING, BUILDING, AND MECHANICAL MODIFICATION. ewl PROJECT INEOIZMATION: OWNER: 430 SE 34TH AVE, LLC. STEVE SIEBERT ARCHITECTURE ADDRESS: 430 SE 34TH AVENUE 110 SE 4th Avenue, Suite 106 BOYNTON BEACH, FLORIDA 33435 DELRAY BEACH, FL 33483 ph. 561.880.7894 P.C.N.: 08-43-4G-04-24-000-0052 steve@stevesiebert.com LEGAL: GULF STREAM ESTATES PL 2 REPLAT OF PART E 4 FT OF LT5*W59FTOfLTG ZONING AND CODE INFORMATION: EXISTING RESIDENTIAL ZONE (R- I -A) FLORIDA 5.U'1LDING CODE: 1=13C-2013 EXISTING BUILDINGS FLORIDA ENERGY EFFICIENCY CODE (CHAPTER 1 3) THE NATIONAL ELECTRIC CODE 201 1 PROPOSED PROJECT IS A LEVEL -2 INTERIOR ALTERATION C5.1 O PERMIT B.G. 15 M d' AS -BUILT * DEMOLITION PLAN U- LU VV) A. I M PERMIT 0 ME. I MECHANICAL * ELECTRICAL PLAN PERMIT &G. 15 =3O W � O 09 fV LU >C a U Q J O r_ w m Y O d- M02 Z O V) >- LIST OF DRAWINGS: � Q V-° V- m C5.1 COVER SHEET PERMIT B.G. 15 D. I AS -BUILT * DEMOLITION PLAN PERMIT B.G. 15 A. I ARCHITECTURAL PLAN * NOTES PERMIT B.G. 15 ME. I MECHANICAL * ELECTRICAL PLAN PERMIT &G. 15 1 /1 l� A T 1 i1 •. • e w en WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS. COPYRIGHT STEVE SIEBERT ARCHITECTURE - UNAURTHORIZED REPRODUCTION OR OTHER USE OF THIS DRAWING IS PROHIBITED. PROJECT NO.: 15.070 DATE: 08.06.15 DRAWN BY: S.W.S. CHECKED BY: B.K. REVISIONS: OF 4 COVER SHEET Csm 1 SHEET NO. OF 4 DEMOLITION NOTES: GENERAL: I . THE DEMOLITION CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE ALL DEBRIS FROM THE SITE 2. ANY AND ALL HAZARDOUS MATERIAL TO BE REMOVED, SHALL BE PROPERLY REMOVED AS REQUIRED BY AN EPA LICENSED AND INSURED MATERIAL CONTAINMENT CONTRACTOR. 3. SELECTIVE DEMOLITION SHALL BE PERFORMED WITH A METHOD DESIGNED TO PRESERVE ADJACENT MATERIAL SCHEDULED TO REMAIN. WINDOWS * DOORS: 1 . THE EXISTING (SIDE) GARAGE DOOR SHALL BE REMOVED (DOWN TO EXISTING MASONRY COLUMNS) 2. A SCHEDULE IS NOT PROVED - NOA IS ATTACHED TO THE APPLICATION AND THE DOOR * WINDOW COMPANY SHALL BE RESPONSIBLE TO ACCURATELY MEASURE THE EXISTING OPENING AND ORDER REPLACEMENT UNIT OF THE CORRECT SIZE AND STYLE. ELECTRICAL DEMOLITION: I . A FLORIDA LICENSED ELECTRICIAN SHALL DISCONNECT ALL ELECTRICAL WORK — BACK TO A J.B. OR PANEL THAT SHALL REMAIN. NOTE: NO -PLUMBING DEMOLITION PROPOSED NOTE: NO -MECHANICAL DEMOLITION PROPOSED XISTING DOOR Steven W Si&& AR0017834 STEVE SIEBERT ARCHITECTURE 110 SE 4th Avenue , Suite 106 DELRAY BEACH, FL 33483 ph. 561.880.7894 steve@stevesiebert.com O 15.070 DATE: Ln M W L J ^, CHECKED BY: M M REVISIONS: :3 ce W O O fV �U_ W Q W O m �� M Z O ce W 'T! C) } zroQ m WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS. COPYRIGHT STEVE SIEBERT ARCHITECTURE - UNAURTHORIZED REPRODUCTION OR OTHER USE OF THIS DRAWING IS PROHIBITED. PROJECT NO.. 15.070 DATE: 08.06.15 DRAWN BY. S.W.S. CHECKED BY: B.K. REVISIONS: AS -BUILT DEMOLITION Dol 2 SHEET NO. OF 4 EXISTING CEILING (WD TRUSSES) NOTE: "NOTCH" TOP OF WALL FOR EXISTING OH DOOR (IN UP POSITION) NEW 3 1/2" METAL STUDS AT I G" O/C (25GA) FINISH WITH 1/2" GWB (BOTH -SI DES) INSULATE PARTITION W/ 3 112" (R- 1 1) FIBERGLASS EXISTING CONCRETE TO REMAIN IN GARAGE - NEW TILE FLOOR IN SLEEPING ROOM. EXISTING CONCRETE SLAB TYPICAL WALL SECTION 1/2" = 1'-O" 48'-0" 1. 0 \ NOTE: (I) WINDOW TO BE INSTALLED IN EXISTING (REDUCED) DOOR OPENING - EXISTING MASONRY COLUMNS TO REMAIN - SILL SHALL BE CLOSED WITH 2X8 WOOD FRAMING TO MEET OR EXCEED WIND PRESSURES: LOCATION IS IN ZONE 4: (MORE THAN 4' FROM CORNER) DESIGN WALL AND WINDOW FOR: +40.4 PSF * -43.8 PSF (IN ZONE 4) NOA ATTACHED FOR SINGLE HUNG PGT WINDOW - WINDOW MEETS +80 * -80 PSF, ATTACH TO MASONRY WITH TAP -CONS THROUGH (NON-STRUCTURAL) 3/4 " PT - WOOD BUCK (BUCK FASTENING - TO BE 12" O/C (NON-STRUCTURAL) STRUCTURAL NOTES: DESIGN CRITERIA: DESIGN BASED ON THE PROVISIONS OF THE FLORIDA BUILDING CODE 2013 EDITION — EXISTING BUILDINGS. WIND LOADS: BASIC WIND SPEED: V= 170 MPH (3 SEC GUST) IMPORTANT FACTOR 1= 1.0 EXPOSURE CATEGORY =C INTERNAL PRESSURE COEFFICIENT =+/-O. 18 KD (DIRECTIONALITY) = 1.0 GENERAL: I . MATERIALS USED SHALL BE NEW, OF GOOD QUALITY AND THE CONSTRUCTION PERFORMED BY WORKERS SKILLED IN THEIR TRADE AND IN ACCORDANCE WITH RECOMMENDED PRACTICE 2. NO DIMENSIONS SHALL BE SCALED FROM DRAWINGS (THE BUILDING IS EXISTING AND SHOULD BE FIELD MEASURED FOR ALL MEASUREMENTS) WOOD: I . ALL STRUCTURAL LUMBER TO BE SOUTHERN YELLOW PINE NO.2 OR BETTER. 2. NON STRUCTURAL LUMBER TO BE SPF (SPRUCE PINE FIR) #2 OR BETTER. 3. WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE -TREATED (WOLMANIZED OR EQUAL) 4.0 4. WOOD FRAMING (TO CLOSE DOOR OPENING TO ACCEPT WINDOW) SHALL BE 2X(5's ASSEMBLED WITH I Gd NAILS AND/OR 3 1/2 " SCREWS. 5. PLYWOOD SHALL COMPLY WITH THE PLYWOOD DESIGN SPECIFICATION BY THE AMERICAN PLYWOOD ASSOCIATION. G. PLYWOOD SHEATHING SHALL BE 5/8" APA RATED SHEATHING. MECHANICAL FASTENERS: I . EXPANSION ANCHORS: "WEDGE -ALL" BY SIMPSON OR "POWER -BOLT" BY RAWL 2. MASONRY SCREWS: "TITEN" BY 5IMP50N OR "TAPPER" BY RAWL 3. POWDER ACTUATED FASTENERS: "POWDER ACTUATED FASTENERS" BY SIMP50N OR "PINS" BY RAWL 4. ALL FASTENERS SHALL BE INSTALLED AS SPECIFIED BY THE MANUFACTURER O m Steven W Sieb AR0017834 STEVE SIEBERT ARCHITECTURE 110 SE 4th Avenue, Suite 106 DELRAY BEACH, FL 33483 ph. 561.880.7894 steve@stevesiebert.com O 08.06.15 DRAWN BY: Ln M U_ LU^ , REVISIONS: M M 0 V) Q W :3 c� OLU O J J W � a' _ U LU J O sm 0 m O P-4 ce Uj LU >' F- zQV-m0 o WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS. COPYRIGHT STEVE SIEBERT ARCHITECTURE - UNAURTHORIZED REPRODUCTION OR OTHER USE OF THIS DRAWING IS PROHIBITED. PROJECT NO.: 15.070 DATE: 08.06.15 DRAWN BY: S.W.S. CHECKED BY: B.K. REVISIONS: ARCH & STRUCT PLAN A. 1 3 SHEET NO. OF 4 WW NIA ELECTRIC SYMBOLS RECESSED CAN LIGHT CEILING FAN SWITCH DECORA $D DIMMER SWITCH DECORA $E EXISTING SWITCH DUPLEX OUTLET DECORA Wg f DUPLEX GROUND FAULT OUTLET DECOKA WE EXISTING OUTLET SD 120V W/BATTERY BACKUP SMOKE DETECTOR - INTERCONNECTED GENERAL ELECTRICAL NOTES: ALL ELECTRICAL WORK SHALL BE PERFORMED BY A FLORIDA LICENSED ELECTRICAL CONTRACTOR IN ACCORDANCE WITH THE CURRENT ELECTRICAL CODE. 1. RELOCATE EXISTING GARAGE LIGHT (EXISTING SWITCH TO REMAIN) 2. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406. 1 1 4. ALL LIGHT FIXTURES * ALL ELECTRICAL EQUIPMENT SHALL BE U.L APPROVED FIXTURES AND EQUIPMENT 5. NOTE ALL SMOKE DETECTORS SHALL BE INTERCONNECTED * INSTALLED (PER FBC 3 14). G. NOTE: CEILING BOXES SHOWN FOR CEILING FANS SHALL BE METAL BOXES DESIGNED TO SUPPORT 35LB5 PER NEC 3 14.27(C). 7. NEW SWITCHES AND OUTLETS SHALL MATCH EXISTING STYLE * COLOR TO BEST AVAILABLE EX. 20-5PC 200A PANEL 08.06.15 CIRCIUT DESCRIPTION EST. WATTS w E B REVISIONS: B w E EST. WATTS CIRCIUT DESCRIPTION 0 AC w= 1 2 N = ' KITECHEN LU >Q 3 4 U Uj Oa BEDROOM w m AC � 5 G z Q MICROWAVE m 7 8 SMALL APPLIANCE RANGE 3dII 10 BATHROOM 12 WASHER KITCHEN RECEPTACLE 13 14 WATER HEATER LIVING ROOM 15 1 G KITCHEN 17 18 DRYER NEW SLEEPING ROOM 1,500 12 20 1 e 20 NOTE: ALL LOADS EXISTING (NEW SLEEPING ROOM CIRCUIT FOR POWER * LIGHT Steven W Siebert AR0017834 STEVE SIEBERT ARCHITECTURE 110 SE 4th Avenue, Suite 106 DELRAY BEACH, FL 33483 ph. 561.880.7894 steve@stevesiebert.com DC O 08.06.15 DRAWN BY: U-) M W ^^ �� W REVISIONS: M M 0 (n 0 w= O O N = ' LU >Q U Uj Oa s w m � z Q o ro m WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS. COPYRIGHT STEVE SIEBERT ARCHITECTURE - UNAURTHORIZED REPRODUCTION OR OTHER USE OF THIS DRAWING IS PROHIBITED. PROJECT NO.: 15.070 DATE: 08.06.15 DRAWN BY: S.W.S. CHECKED BY: B. K. REVISIONS: MECH - ELEC PLAN MEm 1 4 SHEET NO. OF 4