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559 SELVA LAKES CIR RESA23-0004 - Galeani plan revised with garage laundry Rev. 5-31-23_1El SUPPORT FLOOR JOISTS DURING REMOVAL OF WALL LIVING 23'-8" X 13'-1" III 10'-0" CLG. IIII REMOVE WINDOWS t PORTION OF WALL AS III REQUIRED FOR NEW DOORS $ WINDOWS II IIII I IIII III REMOVE DOOR AND FILL H/ NEW WALL CONSTRUCTION TO MATCH EXIST. fr REMOVE DOOR $ NALL CONTRACTOR TO NOTIFY ENGINEER OF RECORD DURING DEMOLITION IF NALL IS LOAD BEARING COVERED SCREEN 1"IASTEfi� SUITE LANAI 15'-0" X 12'-0" 7'-2" X 12'-0" 10'-0" CLG. 10'-0" CLG. F DEMO KITCHEN AND WALLS AS SHOWN 111—F,/ -11T:: -N1 REMOVE WINDOW AND FILL Al NEW WALL CONSTRUCTION TO MATCH EXIST. o 25'-6" X 13'-1" 8'-0" CLG. L 94 DEMO MASTER BATH AND HALLS AS SHOWN V/ FF IST FL00 DE�IOLIfiION PLAN 1/4" = 1'-0" EXISTING NALL TO REMAIN EXISTING TO BE DEMOLISHED NEW NALL CONSTRUCTION TOTAL LIVING AREA 2, 605 SF GARAGE 437 SF GARAGE ADDITION 2% SF FRONT PORCH 50 SF NEW CABANA 311 SF STORAGE 44 SF TOTAL COVERED AREA 3, 745 SF V5ION5 GENERALNOTE /,4/5/23 lREVISED DRANINGS P I. DOORS AND WINDOWS ARE APPROXIMATE FINISHED SIZES. REFER TO MANUFACTURER'S SPECIFICATIONS FOR ROUGH OPENINGS PRIOR TO FRAMING. 2. EXTERIOR WALLS ARE 2x(o STUDS U.N.O. iCOPYRIGHT © 2022 3. INTERIOR WALLS ARE 2x4 STUDS U.N.O. ALL RIGHTS RESERVED, THES PLANS ARE PROTECTED BY 4. ALL ANGLED WALLS ARE SET AT 45° U.N.O. COPYRIGHT LAWS. UNAUTHORIZED USE MAY S. STANDARD LUMBER TO BE SYP #2 MAXIMUM M.C. OF Iq% EXTERIOR LUMBER AND RESULT IN LEGAL ACTION. LUMBER IN CONTACT N/CONCRETE OR MASONRY SHALL BE PRESSURE TREATED N z z w m 6. ALL PLUMBING AND MECHANICAL VENTING THROUGH ROOF SHALL NOT BE VISIBLE z FROM THE FRONT o - z o 7. ALL NALL THICKNESSES ARE ACTUAL; 2x4=3 1/2", 2x6=5 1/2"1 2x8=7 1/4", ETC... U � co CL Q m 00 B. THE SIZE AND QUANTITY OF ALL EXTERIOR STEPS ARE TO BE FIELD DETERMINED Hm O a- (n w BY OTHERS. ` OO z Q (nzco, q. ALL PLATE AND CEILING HEIGHTS ARE TAKEN FROM TOP OF FINISHED FLOOR} Caw 0 0 J SLAB/BLOCK. Z �zLU � O o < Ul <>U� TQ 10. VERIFY MILLWORK LAYOUTS WITH DETAILS DONE BY OTHERS. a z O 11. ALL INTERIOR AND EXTERIOR FLOOR $ STEP FINISHES SHALL HAVE A NON -SLIP w o Q v � OJ FINISH TO MEET ASTM C1028 STATIC COEFFICIENT OF FRICTION MIN. OF 0.6.LL Uj O W Q z Q LL -jO� O 12. GLAZING IN HAZARDOUS LOCATIONS SHALL BE SAFETY GLAZED PER FBC 7TH o cn : w EDITION RESIDENTIAL 8308 Q 3 Q 13. ALL DRYER AND EXHAUST FANS SHALL BE VENTED TO THE EXTERIOR 14. FBC-R302.(o: GARAGE SHALL BE SEPARATED FROM RESIDENCE AND ITS ATTIC WITH 1/2" MIN. GYPSUM BOARD APPLIED TO GARAGE SIDE. GARAGE BENEATH HABITABLE , ROOMS SHALL BE SEPARATED FROM ROOMS ABOVE WITH 5/8" MIN. TYPE 'X' GYPSUM BOARD. NHERE THE SEPARATION IS A FLOOR/CEILING ASSEMBLY, ANY STRUCTURE SUPPORTING THE ASSEMBLY SHALL BE PROTECTED NITH MIN. 1/2" GYPSUM BOARD. INSULATION EXISTING ROOF TO REMAIN EXISTING STRAPPING TO REMAIN EXISTING FASCIA, SAVE DRIP $ SOFFIT TO REMAIN MATCH EXIST. 7/�6" (OR GREATER) TI -11 STRUCTURAL SIDING OVER TYVEK HOUSENRAP FASTENED TO STUDS H/ 8D COMMON NAILS @ 3" O.C. IN FIELD $ AT PANEL EDGES TI -11 NON—STRUCTURAL SIDING MAY BE SUBSTITUTED IF USED OVER Y2" OSB (OR BETTER) SHEATHING EL. +100'-0" (ASSUMED) FINISH FLOOR FINISHED P.T. 2x SOLE PLATE H/ PLATE TO STUD STRAP, 1/2" DIA. X 6" ANCHOR BOLTS EPDXIED INTO SLAB MIN. 6" EMBED @ 32" O.C. H/ 2x2x1/8" WASHER MIN. 2 PER BOARD. ON SOLE SEALER EXISTING FOUNDATION TO REMAIN d /I-1 I 12 MATCH EXIST. 1/2" GYPSUM BD. SECURED TO JOISTS/TRUSSES EXISTING HEADER TO REMAIN 1/2" GYPSUM BD. OVER 2x WOOD STUDS @ 16" O.C.; TYP. SEE WINDOW MFR. SPECIFICATIONS FOR CODE COMPLIANCE AND INSTALLATION DATA INSULATION a 3 a =1LL- 11=111 4" — 3000 PSI CONC. SLAB REINF. u.,/ FIBERMESH OVER 6 MIL VAPOR BARRIER OVER EXISTING CONC. SLAB OVER CLEAN 95% COMPACTED FILL T�'FICAL kALL SECTION &CALE: 1/2" = 1'-0" ENGINEER OF RECORD NILLIAI 1 F. STUHRKE, PHD, PE STATE OF FLORIDA PE 1322150 12215 REBECCA/ RUN DR. WINTER GARDEN, FL 34787 (407) q20 -311q Digitally signed by y STATE OF . •. William � Stu h rke caw Date: This item has been electronically signed LL and sealed by William F. Stuhrke on the Date/Time stamp shown using a digital � 0 � � � 1 signature. Printed copies of the •O •O document are not considered signed and sealed and the signature must be 17.5 6:41 -04' 00' verified on any electronic copies. ir 12 MATCH EXIST. 1/2" GYPSUM BD. SECURED TO JOISTS/TRUSSES EXISTING HEADER TO REMAIN 1/2" GYPSUM BD. OVER 2x WOOD STUDS @ 16" O.C.; TYP. SEE WINDOW MFR. SPECIFICATIONS FOR CODE COMPLIANCE AND INSTALLATION DATA INSULATION a 3 a =1LL- 11=111 4" — 3000 PSI CONC. SLAB REINF. u.,/ FIBERMESH OVER 6 MIL VAPOR BARRIER OVER EXISTING CONC. SLAB OVER CLEAN 95% COMPACTED FILL T�'FICAL kALL SECTION &CALE: 1/2" = 1'-0" ENGINEER OF RECORD NILLIAI 1 F. STUHRKE, PHD, PE STATE OF FLORIDA PE 1322150 12215 REBECCA/ RUN DR. WINTER GARDEN, FL 34787 (407) q20 -311q DESIGN: <14i DATE: 12/2a/22 JOB NO: 22-141 DWG NO: o_ OF -4 � caw caw LL LH Vz ir -A flA DESIGN: <14i DATE: 12/2a/22 JOB NO: 22-141 DWG NO: o_ OF -4