USVI Public Records

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9 164 22' 6" FT. 2 SNOW LOAD = 0 PSF CONRACTOR VIRGIN ISLAND LICENSED Hem-Fir, No.1 Hem-Fir, No.1 Hem-Fir, No.1 4500 4500 2500 2500 "D" SEISMIC: SEISMIC DESIGN CATEGORY: "D" RISK CATEGORY: II SITE CLASS: "D" Ss = 1.23 S1 = 0.38 GEOTECHNICAL ENGINEER TO VERIFY CAPACITY. SUBMIT TEST RESULTS TO ENGINEER FOR REVIEW. FLOOR: C. DECK: DEAD LOAD = 15 PSF LIVE LOAD = 60 PSF D. E. "D" ID. REV. DATE CHK BY APP GK REVISION DESCRIPTION date comm no. DRAWING NO. of PROJECT ADDRESS DRAWING TITLE DOB JOB No.: SHEET LIST: ISSUED FOR CONSTRUCTION 04.02.2025 3:46:12 GENERAL NOTES 15 4I & 4J Estate Joseph and Rosendahl St. Thomas, VI 00802 S-1 S-1 2 x ful height studs staggered with plywood Full height stud(s) spacers in between 6'-7" TO 8'-0" 5'-1" TO 6'-6" 0"-0" TO 3'-6" OPENING 2-2x10 OR SHEAR WALL BEARING WALL 2-2x8 side full height staggered 16d @ 12" O.C. each 2 x Jack stud(s) - (See schedule) Use 16d nails @12" O.C. Header - (See Plan) for number of studs continuous to top 2 - 16d Nails per 2x USP LSTA12 or SIMPSON LSTA12 each jack stud to 2-2x12 WALLS NON-BEARING 2-2x8 2-2x6 2-2x4 BEARING JACK STUDS # OF 2 2 1 NON-BEARING JACK STUDS # OF 1 1 1 STUDS FULL HGT # OF 2 1 1 See typical wood stud wall framing detail above. NOTE: Schedule applies unless otherwise noted on framing plans. plate - (see schedule) HEADER AT USP RT7 or SIMPSON Header each full height jamb stud(s) 3'-7" TO 5'-0" 2-2x6 2-2x4 1 1 1 HEADER AT STUDS FULL HGT # OF 3 2 1 1 header (typical) H2.5 each side USP RT8A or SIMPSON TSP and at sole plate, (typical) header, (typical) Stagger top plate butt joints min 48" except at corners CLOSED STRINGERS 2''x12 TREADS AND RISERS TONGUE AND GROOVED TOGETHER STRING ROUTERED TO A JIG, DEPTH 1/3' THICKNESS OF STRING, SHAPED TO ACCEPT WEDGES 170 7" 255 10" 305 1'-0" 100 MIN. 4" 65 2" 905 MIN. RAILING HEIGHT 3'-0" RUN RISE RAILING 36'' HIGHT DECKING OVERHANG 1x10 PVC BANDBOARD CN P.T. 2x8 RIM BOARD FLASHING W/ DRIP EDGE 2''x8'' PT JOIST @ 16'' c/c Max. JOIST HANGAR SIMPSON CONCRETE BASE LEDGER BOARD 2''x12'' w.1/2'' A.B. @32''c/c WATERPROOF MEMBRANE WALL 0' - 6" 2' - 0" SONOTUBE SEE STRUCTURAL PLAN ID. REV. DATE CHK BY APP GK REVISION DESCRIPTION date comm no. DRAWING NO. of PROJECT ADDRESS DRAWING TITLE DOB JOB No.: SHEET LIST: ISSUED FOR CONSTRUCTION 04.02.2025 3:46:13 DETAILS 15 4I & 4J Estate Joseph and Rosendahl St. Thomas, VI 00802 S-2 S-2 NOT TO SCALE Wood Header Detail/Schedule 1 1/2" = 1'-0" (CLOSED STRINGERS) STAIRS DETAIL NOT TO SCALE A-A SECTION DECK DETAIL NOT TO SCALE 10" ІCF BUCKING TYPE AND NOT TO SCALE VERTICAL LAP SPLICE 12" = 1'-0" T-WALL REBAR PLACEMENT UP DN 0' - 8" 1' - 0" 0' - 1 1/2" 0' - 5" 0' - 1 1/2" 0' - 1 1/2" 0' - 9" 0' - 1 1/2" L SPAN 6' MAX CONCRETE LINTEL 4-#5 #4 STIRRUPS @4"C/C 1 A-4 2 A-4 0' - 6 1/4" 7' - 4 3/4" 30' - 8" 28' - 5" 3' - 0" 173.0 ft² GREAT ROOM 123.5 ft² DINING 13.5 ft² LAUNDRY 15.4 ft² WC 30.4 ft² STAIRCASE 99.2 ft² KITCHEN 99.2 ft² LIVING ROOM 0' - 6 1/4" 7' - 4 3/4" 30' - 8" 22' - 1" 20' - 0" DECK ABOVE DECK ABOVE DECK ABOVE 38' - 7" 38' - 7" 0' - 6 1/2" 10' - 6" 10' - 6 1/4" 0' - 6 1/4" OPENING TJI 5 60 11.875" @16" C/C MAX 2-2"X8" 2-2"X8" 3-2"X8"PT DF#1 LEDGER BOARD 2"X12" W. 1/2" A.B. @24" C/C 4" EMB STAGGERED 22' - 1" 2' - 0" 27' - 6" 2' - 0" 2' - 0" 19' - 0 1/4" 2' - 0" 2' - 0" 19' - 0 1/4" 2' - 0" SONOTUBE 14"DIA. 24" BELOW GRADE SONOTUBE 14"DIA. 24" BELOW GRADE 2"X8" PT @16"C/C 2'X12" FOOTING 24" BELOW GRADE 2'X12" FOOTING 18" BELOW GRADE 2'X12" FOOTING 18" BELOW GRADE 2'X12" FOOTING 18" BELOW GRADE 3000PSI 4'' SLAB-ON-GRADE 5%-8% air entrainment REINF.WITH #5@10”C/C on 6'' CRUSHED GRAWEL TJI 5 60 11.875" @16" C/C MAX TJI 5 60 11.875" @16" C/C MAX 1' - 6" 2' - 0 1/4" 2' - 0" 11' - 7 1/2" LEADGER 2"X12" W 5/8" A.B. @24" C/C 4" EMB LEADGER 2"X12" W 5/8" A.B. @24" C/C 4" EMB 3-2"X8"PT DF#1 SONOTUBE 20"DIA. 24" BELOW GRADE 4' - 2 1/2" 2' - 8" 5' - 6" 2' - 9 1/4" 2' - 9 3/4" 4' - 1 3/4" BLOCKING 4 S-3 A A NOTE: BACKFILL ONLY AFTER SLAB IS POURED AND FLOOR JOISTS INSTALLED 3 S-3 1 A-4 2 A-4 8' - 0" 30' - 7" 8' - 0" 30' - 7" 22' - 1" 69.8 ft² LOFT 40.0 ft² BATHROOM DECK 10.0 ft² CLOSET 10.0 ft² CLOSET 106.5 ft² BEDROOM 84.7 ft² BEDROOM 120.0 ft² MASTER BEDROOM 40.0 ft² MASTER BATHROOM 22.5 ft² CLOSET CONC. LINTEL CONC. LINTEL CONC. LINTEL CONC. LINTEL CONC. LINTEL 38' - 7" 38' - 7" 22' - 1" 4' - 2 1/2" 2' - 8" 2' - 10" 2' - 8" 2' - 10" 2' - 8" 4' - 2 1/2" 1' - 11 1/2" 3' - 2" 1' - 10" 4' - 11" 1' - 1" 4' - 11" 4' - 2 1/2" LEADGER 2"X12" W 5/8" A.B. @24" C/C 4" EMB LEADGER 2"X12" W 5/8" A.B. @24" C/C 4" EMB BLOCKING TJI 5 60 11.875" @16" C/C MAX 3 S-3 1ST FLOOR LEVEL 0' - 0" GRADE -0' - 6" 2ND FLOOR LEVEL 10' - 0" T.O. FOOTING -1' - 6" B.O. FOOTING -2' - 6" T.O.S.1 8' - 9" 4' - 0" 2' - 0" 1' - 0" 8" ICF WALL #5 @8"C/C #5 @8"C/C 0' - 6" GEOTEXTILE DRAINAGE PIPE 3-#5 #4 @8"C/C 4" CONCRETE SLAB 3"XPS 6" CRUSHED GRAWEL GRUSHED GRAWEL #5 @8"C/C 2"X8"PT @16" C/C TJI 5 60 11.875" @16" C/C MAX ICFVL HANGER 1ST FLOOR LEVEL 0' - 0" GRADE -0' - 6" 2ND FLOOR LEVEL 10' - 0" T.O. FOOTING -1' - 6" B.O. FOOTING -2' - 6" T.O.S.1 8' - 9" GEOTEXTILE DRAINAGE PIPE GRUSHED GRAWEL 1' - 0" 2' - 0" 4' - 0" 6" ICF WALL #5 @12"C/C #5 @12"C/C 3-#5 #4 @8"C/C 4" CONCRETE SLAB 3"XPS 6" CRUSHED GRAWEL #5 @8"C/C TJI 5 60 11.875" @16" C/C MAX LEADGER 2"X12" W 5/8" A.B. @24" C/C 4" EMB ID. REV. DATE CHK BY APP GK REVISION DESCRIPTION date comm no. DRAWING NO. of PROJECT ADDRESS DRAWING TITLE DOB JOB No.: SHEET LIST: ISSUED FOR CONSTRUCTION 04.02.2025 3:46:13 STRUCTURAL PLANS 15 4I & 4J Estate Joseph and Rosendahl St. Thomas, VI 00802 S-3 S-3 1 1/2" = 1'-0" CONCRETE LINTEL REINFORCEMENT DETAIL 1/4" = 1'-0" S-3 1 1ST FLOOR STRUCTURAL PLAN 1/4" = 1'-0" S-3 2 2ND FLOOR STRUCTURAL PLAN 3/4" = 1'-0" S-3 4 8" FOUNDATION WALL SECTION 3/4" = 1'-0" S-3 3 6" FOUNDATION WALL SECTION *The location of the cistern shall be determined by site grading and unit placement. The cistern may be installed beneath the house, integrated into the slab, or placed at the rear of the unit for designs with no rear yard. Will Be Modified for Each Unit