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518 Selva Lakes Cir. RES18-0390 dwgs 1P, 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 11 RISKFACTOR............................................................................ 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 0-1 / / />"� }' FLY U E JACKS FILLER � EXIST. HDER TO REMAIN I, EXIST. POST TO REMAIN SOLID WD FILLER �Q SECURED E MATCH HGT OF HDER �- "o/ / 4 JACKS DET,4I1_ SCALE 1' = 1'-0' —� D E T,4I L- I I — SCALE 1' = 1'-0' DiR,4UJING NOTE5 OEXIST SEC FL WD FLOOR TRUSSES TYP OSTRAFE TIE END OF STUD TO WD SILL W/ LSTA S ONE SIDE W/ 8-10d OSTRAFE TIE WD PLATE, END OF HDER TO JACK STUD W/ LSTA 18 EA SIDE W/ 14-10d OSTRAFE TIE WD PLATE, END OF HIDER TO JACK STUD W/ LSTA 24 EA SIDE W/ 18-10d OTIE END OF HIDER TO EXIST. HDER W/ LSW SKEWABLE ANGLES EACH SIDE W/ 12-10dx1 ' OJOIN EA HDER W/ 2 ROWS OF 12d NAILS 6 12' OC., EA ROW 2' FROM TOP t BOT OF HDER SEC FL- — --;TWOOD PLATE EXISTING WALL OPEN'G NEW WALL OPEN'G EXIST CONC SLAB FIRST FL WALL i°iz,4111N SCALE 3/6' = 1'-0' IQ 12-18-18 1 ADD ALTERATION NOTE NO. I DATE REVISIONS II EXISTING BEAM ABOVE TO REMAIN II vo I II B II - ti EXIST. POST TO REMAIN 2-2x4 JACKS ;- _ � I I I I EXIST. CONC FTG BELOW Q -rr III UNDER BEAR'G WALL X 2-2x4 JACKS a►i I � 114'-8 1/2' AND KINGS � I � Al- ICN lim i= I RST FLOOR STRUc�TU SCALE 3/16' = 1'-0' NOTE: EXISTING SEG FL INTER PART I T I ONS ARE N.ON L.B. -- 2-2x4 WD PLATE 2-2x8 HDER 11 11 3 �'x9 4' LVL NEW WALL OPEN'G (2) 2x JACKS FASTEN W/ 101) NAILS STAGGERED SPACED 6' O.G. EACH PLY (2) 2x KINGS ATTACHED TO ADJACENT STUDS W/ 100 NAILS STAGGERED SPACED b' O.C. EACH PLY 2 X 4 P.T. WD. SILL V,4 T I ON f=LAN RENO ELECrtRIC,4L SC�4EDULE NEW ELECTRICAL FIXTURES TYP UAN. PENDANT LIGHT FIXTURE VERIFY LOCATION WITH OWNER - ► RECESSED FIXTURE IN CEILING EXIST RECESSED FIXTURE IN CEILING 110 1 DUPLEX CONVENIENCE GFI OUTLET WITH GROUND FAULT INTE=RCEPTOR 1101' CONVENIENCE OUTLET +42 MOUNTED 42' A.F.F. ON WALL 1101,, CONVENIENCE OUTLET ON WALL WITHIN WOOD BASE. ® 220V DUPLEX CONVENIENCE OUTLET EXIST 2x4 L.B. UID STUD BEAR'G ON EXIST CONI FTG BELOW N SWITCH SWITCH 3 POLE EXIST LIGHT SWITCHES Gp GARBAGE DISPOSAL i=1RST i=L_OOR i=L,4N DE110 SCALE 3/16' = 1'-0' ALIGN BOT BULKHEAD W/ EXIST w NEW WALL OPEN'G EXISTING WALL OPEN'G «' NEW WALL OPEN'G' GWB PAINTED EACH SIDE TYP WD BASE AS SELECTED FIRST FL EXIST2 X 4 F.T. WD. 81LL SECURE 2x4 P.T. SILL SECURED TO EXIST CONC SLAB W/ ACTUATED FASTENERS2 X 4 P.T. WD. SILL TYP Barbera Design ARCHITECTS & PLANNERS 110 Sanchez Dr West, Ponte Vedra Beach, Fl 32082 (904) 686-1693 LICENSE No. 8757 2 INTERIOR UJ,4LL. E — SCALE 3/8' = 1'-0' DRAWINGS RELEASED FOR CONSTRUCTION BY BARBERA DESIGN DO NOT RELIEVE THE BUILDER/OWNER OF THE RESPONSIBILITY 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 VATION FLOOR PLAN, BUILDING ELEVATIONS AND DETAILS REMOVE EXISTING NON L.5 - WOOD STUD PARTITIONS INCL BULKHEAD TYP., UAN. RELOCATE EXISTING LIGHT SWITCH EXISTING ADJACENT RESIDENCE EXISTING PENDANT LIGHT TO REMAIN EXISTING RECESS LIGHT TO REMAIN EXISTIWz SWITCH II EXISTING BEAM � ABOVE TO REMAIN ✓I LIV RM I I NON L.B. STUD PART W/ 2X4 02 SYP WOOD 3'-6' 2'-4 STUD ° I6O.C. TYP. D.W. O NEW BE ABOVE I I I I O - II NEW 3-2x4 WD I I I KITC�IEN POST TYP. I DINING Rt l BROOM CL CAB HALL �H wSH. DRI. f I R&T i=L 00R SCALE 3/16' = 1'-0' MICROWAVE ABOVE TO CONT LED LIGHT STRIP AT TOP OF WALL CABINETS TO CONT LED LIGHT STRIP UNDER WALL CABINETS FIR&T FLOOiR f=L AN RENO — ELECTfRlC,,4L SCALE 3/16' = 1'-0' OWNER TO VERIFY ELECTRICAL LAYOUT RLVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC LEACH SEE PERMITS FOR ADDITIONAL OFFICE CO PY REQUIREMENTS AND CONDITIONS REVIEWED SY:_ry_1 \ DATE: PROPOSED RESIDENCE RENOVATION FOR JOHN & TARA JOSEPH ATLANTIC BEACH, FLORIDA DRAWN SHEET CHECKED V.B. SCALE AS NOTED A�l DATE 10-16-18 OF SHEETS JOB NO. 21802