DESIGN by SEAD HADZIC - Domo, Inc STRUCTURAL ENGINEERING by C. PAUL DIGIACOMO FL P.E. #59660
RIVER POINT ROAD W. STA. 0+00 EXISTING TREES (APPROX.) 32.4' SETBACK LINE 5' X 8' SEPTIC TANK ' X 8' 3.8' WALKWAY 76.4' 82.7' DRAINAGE FIELD EXISTING TREES (APPROX.) FIN FL EL.0 PROPOSED STRUCTURE VEGETATION ALONG PROPERTY LINE (6 FT±) TO BE PRESERVED 6.8' 5' CMU RETAINING WALL COVERED PORCH FIN EL.-(0'-4") 6.0' 6.0' POOL (OPTIONAL) FIN EL.-(4'-0") CONCRETE SLAB (OPTIONAL) CONC. STAIRS (OPTIONAL) TIMBER STAIRS (OPTIONAL) TIMBER RETAINING WALL (OPTIONAL) VEGETATION ALONG PROPERTY LINE (6 FT±) TO BE PRESERVED 5.0'' AREA (TO BE PRESERVED) 5' WIDE DRAINAGE / SEWER EASEMENT DRYLAND AREA 2 (TO BE PRESERVED) Legal Description: 45-39 42-2S-27E LEIGH POINT LOT 2 - Neighborhood: 00456 LEIGH POINT Section/Township/Range: 20-2S-27E Official Record Book and Page: 93-479 Map Panel: 4 2 SITE PLAN A-
FILL ELEV. BENCHMARK FILL ELEV. BENCHMARK.5'.5'.0' STA. 0+00.0' STA. 0+00 97.5' STA. 0+08 97.5' STA. 0+08 -.0 -.0 -.0 +.0 DESIGNED FILL GRADE EXISTING ELEVATION STA. 0+30 ELEV. -2.5 FT STA. 0+42 CMU RETAINING WALL (SEE SHEET BD- FOR DETAILS) -.0 DESIGNED FILL GRADE EXISTING ELEVATION STA. 0+30 ELEV. -2.5 FT STA. 0+42 CMU RETAINING WALL (SEE SHEET BD- FOR DETAILS).0-2.0-3.0-5.0 POOL (OPTIONAL) PROPOSED STRUCTURE ELEV. -8.5 FT STA. 0+8 ELEV. -6.5 FT TIMBER RETAINING WALL - OPTIONAL STA. +06 -.0-2.0-3.0-6.0 PROPOSED STRUCTURE STA. 0+8 ELEV. -6.5 FT STA. +06 ELEV. -5.0 FT ELEV. -8.5 FT -6.0-7.0-8.0 5.0' (DO NOT DISTURB) 5' WIDE DRAINAGE / SEWER EASEMENT -8.0 -.0 -.0 (DO NOT DISTURB) 5' WIDE DRAINAGE / SEWER EASEMENT (DO NOT DISTURB) (DO NOT DISTURB) FILL W /TIMBER RETAINING WALL-PLAN (OPTIONAL) FILL PLAN NOTES:. MINIMUM FILL SOIL BEARING CAPACITY SHALL BE 2,000 PSF. 2. TIMBER RETAINING WALL AND ADDITIONAL FILL TO BE BUILD TO SUPPORT OPTIONAL SWIMMING POOL AND SURROUNDING STRUCTURES (PATIO, DECK, ECT.) 3. DESIGN AND STRUCTURAL PLANS FOR TIMBER AND CMU WALL SHALL BE APPROVED BY STRUCTURAL ENGINEER (SEE SHEET BD-) PROPOSED STRUCTURE.8' PROPERTY LINE PROPOSED STRUCTURE FILL ELEV. BENCHMARK 0,0 FT 6.0' +2.0' +2.0' POOL & STAIRS OPTIONAL EL= +0FT +2.0' ' -3.0' -6.0' -9.0' -.0' 22 COMPACTED FILL EXISTING ELEVATION 8 SEE SHEET BD- ELEV VARIES FROM -2.5 TO -6.5 FT ' -3.0' -6.0' -9.0' -.0' 5' WIDE DRAINAGE / SEWER EASEMENT ADDITIONALL FILL- OPTIONAL RETAINING TIMBER WALL - OPTIONAL (TO BE PRESERVED) EL. -7.5FT 3.33 6 EL. -4FT SEE FOUNDATION PLANS AND DETAILS COMPACTED FILL ' -3.0' -6.0' -9.0' -.0' A-2 FILL SECTION 2-2 STA. +06 (EXISTING ELEV.) STA. 0+8 (EL -3 FT) STA. 0+08 (EL. FT) STA. 0+00 FILL SECTION -
4x4 NOM. POST W/SIMPSON ABU44 W/5/ ANCHOR EPOXY SET " DEPTH TO 6"x6" CMU PIER SOLID GROUT W/ () #5 EACH CELL W/FTG DWLS TO MATCH TO 24"x24"x" DEPTH FOOTING W/(2)#5 E.W. AT SPREAD FTG DEPTH. (TYP) CONCRETE SLAB ON GRADE4" THICK 2500 PSI W/FIBERMESH CONCRETE OR 6x6x.4/.4 WWF CENTERED IN SLAB. OVER 6 MIL. VAPOR BARRIER, OVER CLEAN, WELL COMPACTED, TERMITE TREATED FILL. DW 36"x36"x" DEEP FTG W/(3)#5 E.W. CLUSTER 24"x24"x" DEEP FTG W/(2)#5 E.W. CLUSTER 24"x24"x" DEEP FTG W/(2)#5 E.W. CLUSTER AC WH 24"x24"x" DEEP FTG W/(2)#5 E.W. CLUSTER WS SHOWER RECESS (TYP.) 30"x30"x" DEEP FTG W/(3)#5 E.W. CLUSTER CONCRETE SLAB ON GRADE4" THICK 2500 PSI W/FIBERMESH CONCRETE OR 6x6x.4/.4 WWF CENTERED IN SLAB. OVER 6 MIL. VAPOR BARRIER, OVER CLEAN, WELL COMPACTED, TERMITE TREATED FILL. 36"x36"x" DEEP FTG W/(3)#5 E.W. CLUSTER 30"x30"x" DEEP FTG W/(3)#5 E.W. CLUSTER 4x60"x" DEEP FTG W/(4)#5 LW. (5)#5 S.W. 36"x4x" DEEP FTG W/(3)#5 LW. (4)#5 S.W. FOUNDATION SECTION - 4x4 NOM. POST W/SIMPSON ABU44 W/5/ ANCHOR EPOXY SET " DEPTH TO 24"x24"x" DEPTH FOOTING W/(2)#5 E.W. (TYP) FOUNDATION PLAN NOTES:. PLAN AND SECTION ON THIS SHEET ARE FOR ARCHITECTURAL DESIGN PURPOSES ONLY. 2. STRUCTURAL FOUNDATION PLAN AND DETAILS PROVIDED BY STRUCT. ENGINEER WILL TAKE PRECEDENCE OVER THIS SHEET.
5'-2" 9'-0" 7'-" SIZE TBD SIZE TBD 44'-0" 7'-4" 5'-" '-7" 7'-6 2" 7'-6 2" 2'4"x5'0" 2'4"x5'0" 3'4"x5'0" W 3'4 CIR. TRANS BEDROOM 2 CLG. VAULT 2'4"X 6' BATHROOM CLG. 8' FIN. FLR. TILES 2'X6'8 BEDROOM 3 CLG. VAULT OPEN TO BELOW '-6" 7'-2" 22'-2" 3'-0" '-7" '-7" 2'-6" 4'-0" 8'-7" MIRR 4'-" IRON RAILING OR SIMILAR (SEE NOTE 6) 5'-9" 6'-2" 4'-0" 4'-4" 4'-6" S & R 6' 0" X 6' BI FD 2'-9" 2'4"X 6' 3'-0" '-7" 2'4"X 6' CLG. 9' 6'-6" 8'-4" 20'-4" 3'-4" 7'-6" 4'-0" '-9" 6'-4" 6'-0" 7'-6" 2'-2" 2'-9" SLOPED S & R 6' 0" X 6' BI FD FRENCH DOOR 6'0"x6' 4'-4" 6'-" SMALL BALCONY (SEE STRUC. DETAIL) BOXED X 2'-9" 6'-2" 2'-9" 4" 7'-0" 3'-5" 2'X6'8 4'-" GUARDRAILS / HANDRAILS (SEE NOTE 6) 9R (7.26") DOWN 8T 5'-9" GALLERY 8'-4" 8'-4" GAME ROOM / GYM CLG. SLOPES BEDROOM 4 CLG. VAULT 8'-4" 3'-" SML REF 4'-4" 8'-4" '-4" 3'-" 6'-4" '- 4" 6'-7" 2'X6'8 4'-2" 6'-5" 2'-2" 3'-" CEIL. WIN. 30" X 6" 4'0"x5'0" 3'-5" 6' 0" X 6' BI FD 7'-7" 5'-" 4'-0" 2'4"X 6' 3'-" ACCESS TO ATTIC 20" X 36" MIN. 3'-0" 5'- 6'-5" 5' 0" X 6' BI FD 2'-9" '-6" '-6" 2'X6'8 2'4"X 6' BATHROOM CLG. 8' FIN. FLR. TILES MIRR 2'-9" 4'-" STEAM / SHOWER 4'-6" 2'-6" CLG. FIN. FLR. TILES 3'-" 2'X6'8 '-" '-" 2'-3" 2'4"X 6' 2'4"X 6' 4'- 3'-4" MIRR 5'-5" 4' 0" X 6' BI FD 4'-" 4'-" 5'-5" 4'-6" 4'-0" 6'-4" BONUS ROOM / BEDROOM 5 CLG. VAULT '-4 3 6" '-7" 4'0"x5'0" 9'- 7'- 20'-" '-5" GUARDRAILS / HANDRAILS NOTE ADDED 3/5/05 ATTIC ACCESS ADDED 3/5/05 3'-0" 7'-6" 7'-6" 4'-0" 7'- 6'-4" 6'-4" '-0 7 5'-4" 5'-0" '-4" '- '-0 7 6'-7 6'-7 5'-4" 5'-0" '-4" '- '-8 7 3'-2 3 6" 79'-3 NOTES: 2X6 INTERIOR WALL. FOR FIRST FLOOR EXTERIOR WALLS PROVIDE 2X6 WOOD STUDS OF MIN. GRADE SPF #2 (UP TO 4'). SPACED 6" O.C. (SEE S-). 2. FOR SECOND FLOOR EXTERIOR WALL AND ALL INTERIOR WALLS AND PARTITIONS PROVIDE 2x4 WOOD STUDS OF MIN. GRADE SPF #2 (UP TO ' ) SPACED 6 INCHES O.C., U.N.O. (SEE S-). 3. SEE SHEET S2 (FOUNDATION / WALL PLAN) FOR INTERIOR SHEARWALLS 4. SEE SHEET S2 (FOUNDATION / WALL PLAN) FOR STUD CLUSTERS PLACEMENT BELOW BEAMS AND GIRDERS. 5. CEILING SLOPES AND ELEVATIONS TO BE VERIFY BY TRUSS ENGINEERING PLANS 6. GUARDRAILS SHALL FORM A VERTICAL PROTECTIVE BARRIER NOT LESS THAN 42" HIGH. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERN SUCH THAT A 4" DIA. SPHERE CANNOT PASS THROUGH ANY OPENING UP TO A HEIGHT OF 34". A BOTTOM RAIL OR CURB SHALL BE PROVIDED THAT WILL REJECT THE PASSAGE OF 2" DIA. SPHERE. SECOND FLOOR PLAN FOOTAGES: FIRST FLOOR HEATED AREA 2823 sf SECOND FLOOR 700 sf 3-CAR GARAGE 87 sf COVERED PORCH 3 sf A-5
89'-4" 2'-7 5 6" TBD 2'-7 6" TBD '-/ P.H. '-/ P.H. 44'-0" 7'0" P.H. ASF 8'-/ P.H. ASF 8'-/ P.H. ASF 7'0" P.H. ASF '-4" COOPER ROOF (TEND) ABOVE SMALL BALCONY 3'-/ P.H. AFF '-/ P.H. AFF ROOF PLAN FOOTAGES: FIRST FLOOR HEATED AREA 2823 sf SECOND FLOOR 586 sf 3-CAR GARAGE 87 sf COVERED PORCH 3 sf A-6
ARCHITECTURAL GRADE CHIMNEY CAP COOPER ROOF (TEND) SUPPORTED BY BRACKETS X6 FRIEZE BOARD P. H. BR #2 7''-0" P. H. SECOND FL. 8' -/ H. H. SECOND FL. 6'- P. H. SECOND FL. 8' -/ P. H. BONUS ROOM 7''-0" H. H. SECOND FL. 6''- OVERHANG (SEE ROOF PLAN X6 (X8) FRIEZE BOARD ' 5-7/ FIN. SECOND FL. ' -/ IRON RAILING 8'-" H.H. 3' -/ P. H. ENTR. ' 5-7/ FIN. SECOND FL. ' -/ 8'-0" HH ABOVE CENT GARAGE DOOR 7'-0" H.H. X6 (X8) FRIEZE BOARD 7'-0" GARAGE DOOR ARCHITECTURAL CAST STONE JACK ARCH W/ KEY STONE 0'-0" FN. FLOOR FN. FLOOR GARAGE -(0'-4)" ARCHITECTURAL CAST STONE SILL ARCHITECTURAL CAST STONE FRONT ELEVATION MIN. ARCHITECTURAL GRADE ' MIN. P. H. SECOND FL. 7'-0" CHIMNEY CAP ' 5-7/ FN. SECOND FL. ' -/ OVERHANG (SEE ROOF PLAN 8'-0" H.H. X6 (X8) FRIEZE BOARD 0'-0" FN. FLOOR BRICK SILL SPLIT FACE CMU OR MASONARY DRESING OVER CMU CONCRETE PATIO SPLIT FACE CMU OR MASONARY DRESING OVER CMU TIMBER STAIRS WOOD RAILS COLUMS W/BANDS REAR ELEVATION A-7
MIN. MIN. ARCHITECTURAL GRADE ARCHITECTURAL GRADE ARCHITECTURAL CAST STONE JACK ARCH W/ KEY STONE ' 5-7/ FIN. SECOND FL. 7 ARCHITECTURAL CAST STONE CASING ARCHITECTURAL CAST STONE SILL ' -/ ARCHITECTURAL CAST STONE SILL BRICK SILL SPLIT FACE CMU OR MASONARY DRESING OVER CMU LEFT SIDE ELEVATION CHIMNEY CAP ARCHITECTURAL GRADE ' MIN. CHIMNEY CAP 7 ' -/ COLUMS W/BANDS A-8 SPLIT FACE CMU OR MASONARY DRESING OVER CMU RIGHT SIDE ELEVATION