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HomeMy WebLinkAboutS200-0 - SECOND FLOOR PLANDWA100.0 A100.1 1 2 1 A200.1 VAULTED KITCHEN CEILING GUEST GUEST BATH BED 1 BATH 1 BATH 2 BED 2 BED 3 CLOSET 1 LINENSCLOSET 2CLOSET 32 A200.0 A100.0 2 6 A200.0 J J H H B HHH B H A100.2 1 2 G2' - 0"1 A200.0 3' - 8"14' - 2 5/8" 11' - 7"BONUS 5' - 0"5' - 0"2' - 0"FUTURE POWDER FUTURE CLOSET G G 5' - 5"6' - 8"7' - 10" EQ EQ EQ EQ 9' - 6"9' - 6"EQEQ3' - 0"3' - 0"3' - 1"6' - 0"10' - 10" 0" 4' - 10" 3' - 6" EQ EQ3' - 0"6' - 0" 7 7 7 7 7' - 0"2' - 0"13' - 6" EQEQEQEQ9 13 HALLWAY 3 A200.0 6 6 61' - 6"2' - 6"2' - 0"2' - 6"2' - 0"HALLWAY 19 2' - 0"O3' - 0"NEW LIVABLE SQUARE FOOTAGE (1,330 SF) SECOND FLOOR TOTAL LIVABLE SQUARE FOOTAGE: 2,120 SF C B H 5 5 Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE:9/16/2022 2:04:11 PMS200.0 SECOND FLOOR PLAN 2020.1004 09/15/2022 ADDENDUM 5 GRANGER RESIDENCE 10480 SPRING MILL RD INDIANAPOLIS, IN N 1/4" = 1'-0"S200.0 1 SECOND FLOOR PLAN KEYED FLOOR PLAN NOTES 1 METAL FENCE GATE 2 CONCRETE PATIO 3 CONCRETE STEPS 4 METAL FENCE 5 CONCRETE WALKWAY 6 LINE OF 3 1/2" x 14" 2.0E LVL BEAM ABOVE 7 AREA TO BE LEFT "WHITE BOX" TO BE FINISHED LATER 8 12"x24" CONCRETE FOOTING 9 36" KNEE WALL 10 NEW DRYWALL THROUGHOUT 11 NEW GAS FIREPLACE 12 30" HIGH KNEE WALL MEASURED FROM WALKING SURFACE 13 NEW TILE FLOOR 14 4X4 POST AT BEAM END BEARING 15 LINE OF 3 1/2" x 16" 2.0E LVL BEAM ABOVE 16 TRIPLE (3) 2X4 AT BEAM END BEARING 18 LINE OF 3 1/2" x 11 7/8" 2.0E LVL BEAM ABOVE, EXTEND 1' BEYOND STRUCTURAL POST FOR EXTENDED EAVE AND WRAP IN EXTERIOR GRADE FINISH WOOD 19 LINE OF 3 1/2" x 9 1/2" 2.0 LVL HEADER ABOVE 20 4X4 WOOD POST ON 3' x 3' x 12" DEEP CONCRETE FOOTING W/ (3) #5 BARS EW 21 4" STD STEEL PIPE COLUMN WITH 3' x 3' x 12" DEEP CONCRETE FOOTING W/ (3) #5 BARS EW 22 LINE OF 3 1/2" WIDE x 11 7/8" DEEP 2.0E LVL 23 COMPOSITE DECK 24 3 1/2" X 3 1/2" MIN. PSL POST W/ 24" SQUARE FOOTING, 12" THICK W/ 3-#5 REBAR EACH WAY AT BOTTOM OF FOOTING 25 ALIGN NEW WINDOW WITH EAST EDGE OF EXISTING OPENING. WINDOW TO HAVE 1'-0" SILL AND HEADER TO BE RECESSED INTO SECOND FLOOR STRUCTURE. 26 DOUBLE (2) 2X4 AT BEAM END BEARING 27 6X6 POST AT BEAM END BEARING 28 QUADRUPLE (4) 2X4 AT BEAM END BEARING 29 LINE OF 3 1/2" x 11 7/8" 2.0E LVL BEAM ABOVE WINDOW SCHEDULE MARK SIZE UNIT WIDTH TYPE MULLED UNITS QUANTITYWIDTH HEIGHT C 13' - 4" 6' - 8" 3' - 4" FIXED 4 1 D 2' - 6" 5' - 0" FIXED 1 E 7' - 0" 1' - 6" 2' - 4" AWNING 3 1 F 9' - 6" 2' - 0" 3' - 2" AWNING 3 1 G 8' - 0" 5' - 0" 2' - 8" CASEMENT 3 4 H 5' - 4" 5' - 0" 2' - 8" CASEMENT 2 6 J 7' - 0" 3' - 2" 2' - 4" CASEMENT 3 3 K 7' - 0" 4' - 8" 2' - 4" CASEMENT 3 1 S 7' - 10 1/2" 6' - 10" FIXED 1 Grand total: 19 DOOR SCHEDULE MARK DOOR SIZE TYPE QUANTITYWIDTH HEIGHT A 6' - 8" 8' - 0" EXTERIOR SINGLE W/SIDELIGHTS 1 B 2' - 6" 6' - 8" INTERIOR SINGLE 8 C 2' - 6" 6' - 8" EXTERIOR SINGLE 5 D 2' - 0" 6' - 8" INTERIOR SINGLE 2 E 2' - 6" 6' - 8" INTERIOR POCKET 4 F 12' - 0" 6' - 8" QUAD GLASS SLIDER 1 G 6' - 0" 8' - 2" GLASS SLIDER WITH TRANSOM 1 H 5' - 0" 6' - 8" INTERIOR BYPASS 4 J 6' - 0" 6' - 8" INTERIOR BYPASS 1 K 1' - 6" 6' - 8" INTERIOR SINGLE 1 M 6' - 0" 6' - 8" EXTERIOR GLASS SLIDER 1 N 8' - 0" 8' - 0" OVERHEAD SECTIONAL 1 O 3' - 0" 6' - 8" INTERIOR SINGLE 1 P 9' - 0" 8' - 0" OVERHEAD SECTIONAL 3 Grand total: 34 REVISION SCHEDULE NO. DESCRIPTION DATE 3 Addendum 3 01/27/22 4 Addendum 4 05/12/22 5 Addendum 5 09/16/22 09/19/22