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518 SELVA LAKES CIR RES18-0390r DESIGN CRITERIA DESIGN PER 2017 FLORIDA BUILDING CODE -RESIDENTIAL UNLESS OTHERWISE NOTED, NON WIND BORNE DEBRIS AREA LIVE LOADS: ROOF................................................................................. 20 PSF FLOORS......................................................................................40 PSF WIND LOADS: PER FBC 2010 ED WIND MAP FIG. 1609A WINDVELOCITY..........................................................................130 MPH MEAN ROOF HEIGHT..................................................................12 FEET IMPORTANCEFACTOR.................................................................1.0 EXPOSURE CLASSIFICATION........................................................B RISKFACTOR ................ ............................................................II INTERNALPRESSURES..................................................................±0.18 SHAPEFACTORS........................................................................PER CODE DESIGN PRESSURE FOR WINDOWS & DOORS.............................+30/-35 PSF TIMBER (DESIGN PER CURRENT EDITION NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION) STRUCTURAL LUMBER.....................................................NO. 2 SOUTHERN PINE GLULAM.......................................................... .................... ........ F'b= 2400 PSI ..............F'v= 165 PSI ALTERATIONLEVEL.........................................................................2 PLY WI � JACKS FILLER 1 EXIST. HIDER TO REMAIN I I 1 I EXIST. POST TO REMAIN SOLID WD FILLER SECURED 4 MATCH HGT OF HDER 4 JACKS O/ -► � D � �',� I L_ 0A D E TA I Le A -1 SCALE 1'_ 1'-0' x) -� ,4-1 SCALE I 1'-0' m DR,4UJINr-:z NOTE5 OEXIST SEC FL WD FLOOR TRUSSES TYP OSTRAFE TIE END OF STUD TO WD SILL W/ LSTA 9 ONE SIDE W/ 8-10d OSTRAFE TIE WD PLATE, END OF HDER TO JACK STUD W/ LSTA 16 EA SIDE W/ 14-10d OSTRAPE TIE WD PLATE, END OF HDER TO JACK STUD W/ LSTA 24 EA SIDE W/ 18-106 < TIE END OF HIDER TO EXIST. HDER W/ L5W SKEWABLE ANGLES EACH SIDE W/ 12-10dxl ? OJOIN EA HDER W/ 2 ROWS OF 12d NAILS g 12' O.C., EA ROW 2' FROM TOP t BOT OF HDER SEC FL- — 12 WOOD PLATE EXISTING WALL OPEN'G- op NEW WALL OPEN'G EXIST CONC SLAB FIRST FL SCALE 3/8' = 1'-0' 1Q 12-18-18 ADD ALTEfRATION NOTE NO. I DATE REVISIONS EXISTING BEAM ABOVE TO REMAIN EXIST. POST TO REMAIN 2-2x4 JACKS EXIST. CONC PTCs BELOW m I I UNDER BEAR'G WALL X AN x4 JACKS I I, I tl4'-8 1/2' AND KINGS ALIGN m III F - I RST F-L.00R 5TRU-CTUR,4L_ fL ,4N RENO SCALE 3/16' = 1'-0' NOTE: EXISTING SEC FL INTER PART 1 T 1 ONS ARE N.ON L.B. 2-2x4 WD PLATE 2-2x8 HDER I I 3 ?x9 ' LVL NEW WALL OPEN'G (2) 2x JACKS FASTEN W/ 10D NAILS STAG RED SPACED (o' O.C. EACH PLY ' (2) 2x KINGS ATTACHED TO ADJACENT STUDS W/ IOD NAILS STAGGERED SPACED (o'0.r_. EAGH PLY 2 X 4 Pl. WD. SILL EL-EC"rRICAL_ 5CH4EDUL_E NEW ELECTRICAL FIXTURES TYP U.ON. PENDANT LIGHT FIXTURE VERIFY LOCATION WITH OWNER -LN�- RECESSED FIXTURE IN CEILING EXIST RECESSED FIXTURE IN CEILING IIOV DUPLEX CONVENIENCE GFI OUTLET WITH GROUND FAULT INTERCEPTOR 11OV CONVENIENCE OUTLET *42 MOUNTED 42' A.F.F. ON WALL 110V CONVENIENCE OUTLET ON WALL WITHIN WOOD BASE. 220V DUPLEX CONVENIENCE OUTLET EXIST 2x4 LB. WD 5TUD BEAR'G ON ExIST CON( FTG BELOW WOOD PLATE CONCRETE PATIO I 6068 SL GL DR LIV RM I I I1'-6 1/2' fi EXISTING BEAM I } 0 ABOVE TO REMAIN I � II II N$ SWITCH SWITCH 3 POLE EXIST LIGHT SWITCHES GD GARBAGE DISPOSAL GARAGE F - I R5T FLOOR FL.,4N D E110 SCALE 3/16' = 1'-0' ALIGN BOT BULKHEAD W/ EXIST 0 w REMOVE EXISTING LB. WOOD STUD PARTITIONS j y/ �-\� — s= INCL BULKHEAD -16 sI i l 128'-2 1/2' 1 �y I KITCHEN I y� L 110'-6' 114'-81/2' I ' s DINING R1" I XIST. C.O. i PAN to 3 EXISTING WOOD STUD PARTITION TO NEW WALL OPEN'G REMAIN TYP. HALL i N$ SWITCH SWITCH 3 POLE EXIST LIGHT SWITCHES GD GARBAGE DISPOSAL GARAGE F - I R5T FLOOR FL.,4N D E110 SCALE 3/16' = 1'-0' ALIGN BOT BULKHEAD W/ EXIST 0 w NEW WALL OPEN'G EXISTING WALL OPEN'G ' s to NEW WALL OPEN'G �' GWB PAINTED EACH SIDE TYP WD BASE AS SELECTED FIRST PL EXIST 2 X 4 P.T. WD. SILL SECURE 2x4 P.T. SILL SECURED TO EXIST CONC SLAB W/ ACTUATED FASTENER62 X 4 P.T. WD. SILL TYP -4— Barbera Design Design ARCHITECTS & PLANNERS 110 Sanchez Dr West. Ponte Vedra Beach, F132082 (904) 686-1693 LICENSE No. 8757 INTERIOR W,4 SCALE 3/8' = 1'-0' E L- E V,4T I Oil DRAWINGS RELEASED FOR CONSTRUCTION BY BARBERA DESIGN DO NOT RELIEVE THE BUILDER/OWNER OF THE RESPONSIBILRY TO REVIEW AND VERIFY ALL DIMENSIONS, EXISTING CONDITIONS, NOTES, AND ADHERANCE TO ALL APPLICABLE BUILDING CODES PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. © COPY RIGHT 2018 REMOVE EXISTING NON LB. WOOD STUD PARTITIONS INCL BULKHEAD TYP., U.ON. RELOCATE EXISTING LIGHT SWITCH EXISTING ADJACENT RESIDENCE EXISTING PENDANT LIGHT TO REMAIN EXISTING RECESS LIGHT TO REMAIN EXISTIW:, LIG} T -- SWITCH II EXISTING BEAM ABOVE TO REMAIN LIV RM i l 11 tl0'-I 1/2' t3'-6 1/2' L � 1 NEW BE ABOVE 1 NEW 3-2x4 WD I POST TYP. I D 1N INC; R" 1i N BROOM CL GAB REFR. HALL NON LB. STUD PART W/ 2X4 42 SYP WOOD 3'-6' „ 2'-4 STUD g 16' O.C. TYP. 1 iC'.w. O I I O i N KITCHEN 'J - - - - - - -- DRY. FIR5T fLaOOR f=LAN RENO SCALE 3/16' = 1'-0' 1� ' _0 A!G MICROWAVE ABOVE TO CONT LED LIGHT STRIP AT TOP Or- WALL FWALL CABINETS TO CONT LED LIGHT STRIP UNDER WALL CABINETS IRS FL—OOR FL_,4N f;RENO ELEC;TfRICAL SCALE 3/1(0` 1'-O' OWNER TO VERIFY ELECTRICAL LAYOUT aiLV L►`D FO€� CODE COMPLIANCE CITY OF ATLANTIC BEACH MESA ADDITIONAL RQUIRE� DS OFFICE COPY REVIEWED BY:_-,� 11 DATE:�.�IQ� N [DRAWN FLOOR PLAN, BUILDING PROPOSED RESIDENCE RENOVATION FOR CHECCK D ELEVATIONS AND DETAILS JOHN & TARA JOSEPH SCALE ATLANTIC BEACH, FLORIDA DATE JOB NO. SHEET V.B. AS NOTED A-1 10—fro-18 21802 OF SHEETS