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HomeMy WebLinkAboutGranger_10480 Spring Mill_Addendum 4-3 Architectural Plan.pdf10480 SPRING MILL RD INDIANAPOLIS, IN GRANGER RESIDENCE ADDENDUM 4 05/13/2022 2020.1004 LOCATION MAP SHEET INDEX SHEET NUMBER SHEET NAME GENERAL GN010.0 COVER SHEET & GENERAL NOTES SPP010.0 ARCHITECTURAL SITE PLAN L010.0 PATIO/DECK PLAN ARCHITECTURAL DEMOLITION A010.0 DEMOLITION PLANS ARCHITECTURAL S001.0 LOWER LEVEL FLOOR PLAN S100.0 FIRST FLOOR PLAN S200.0 SECOND FLOOR PLAN S300.0 FRAMING PLANS A100.0 EXTERIOR ELEVATIONS A100.1 EXTERIOR ELEVATIONS A100.2 EXTERIOR ELEVATIONS A200.0 BUILDING SECTIONS A200.1 BUILDING SECTIONS A300.0 INTERIOR ELEVATIONS A400.0 EXTERIOR DETAILS ELECTRICAL E100.0 FIRST FLOOR CEILING PLAN E100.1 FIRST FLOOR ELECTRICAL DIAGRAMS E200.0 SECOND FLOOR CEILING PLAN E200.1 SECOND FLOOR ELECTRICAL DIAGRAMS GENERAL A500.0 3D PRESENTATIONS 1. ALL DIMENSIONS ARE FROM FINISH FACE OF EXISTING WALL AND FACE OF STUD OF NEW WALLS, U.N.O. 2. GENERAL CONTRACTOR TO PROVIDE BLOCKING AS NEEDED 3. INSTALL ALL DOOR OPENINGS 4" FROM ADJACENT WALL, U.N.O. 4. ALIGN FINISH FACE OF NEW WALLS AND CEILINGS WITH FINISH FACE OF ADJACENT EXISTING WALLS AND CEILINGS, TYP. 5. ALL EXISTING FLOORS AND WALLS SHALL BE PATCHED AND REPAIRED AS NEEDED TO ACCEPT NEW CONSTRUCTION. 6. DEMO'D AREAS SHALL BE PATCHED AND REPAIRED TO MATCH ADJACENT CONSTRUCTION, AS NEEDED. 7. EXISTING CONDITIONS SHALL BE FIELD VERIFIED PRIOR TO BIDDING OR BEGINNING OF WORK. ANY ERRORS OR OMISSIONS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IN WRITING IMMEDIATELY. 8. COORDINATE WORK OF ALL TRADES PRIOR TO STARTING CONSTRUCTION. 9.THE CONTRACTOR AND SUBCONTRACTORS INVOLVED IN THIS PROJECT SHALL BE RESPONSIBLE FOR DESIGNING AND INSTALLING THEIR RESPECTIVE WORK AND SYSTEMS TO MEET ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, LAWS, SAFETY REGULATIONS, HAZARDOUS WASTE LAWS, ETC. THE CONTRACTOR SHALL FURNISH ALL NECESSARY PERMITS. 10.THE CONTRACTOR SHALL REVIEW THE DRAWINGS AND UNDERSTAND THE SCOPE OF THE DRAWINGS TO BE THE FOLLOWING: THESE CONSTRUCTION DOCUMENTS (DRAWINGS, SPECIFICATIONS, ADDENDA, ETC.) INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPTS, THE DIMENSIONS OF THE BUILDING, THE MAJOR ARCHITECTURAL ELEMENTS, AND THE MAJOR STRUCTURAL, MECHANICAL, AND ELECTRICAL SYSTEMS. THE DOCUMENTS DO NOT AND ARE NOT INTENDED TO INDICATE OR DESCRIBE IN DETAIL ALL THE NECESSARY UP NEW GARAGE ADDITION NEW FOYER EXISTING 2 STORY RESIDENCE NEW PORCH NEW SIDEWALK AND STEPS NEW DRIVEWAY NEW PATIO NEW PATIO NEW FIRE FEATURE EXISTING HEDGES NEW FENCE LINE OF OLD POOL DECK EXISTING POOL NEW PATIO NEW STEPS NEW FENCE NEW DECK EXISTING DRIVEWAY LINE OF OLD DRIVEWAY NEW GATE NEW GATE LINE OF OLD POOL DECK 810' 805' VIF +/- 10'-0" VIF +/- 80'-0" Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: 5/13/2022 9:50:48 AM SPP010.0 ARCHITECTURAL SITE PLAN 2020.1004 05/13/2022 ADDENDUM 4 GRANGER RESIDENCE 10480 SPRING MILL RD INDIANAPOLIS, IN N 1" = 20'-0" SPP010.0 1 SITE PLAN NOTE: DIMENSIONS ARE APPROXIMATE AND SHOULD BE VERIFIED ON SITE OR WITH A SURVEY. REVISION SCHEDULE NO. DESCRIPTION DATE 1 Addendum 1 09/14/21 NEW DRIVEWAY 2 2 1 1 3 3 3 2 4 4 5 5 810' 805' LINE OF EXISTING DECK LINE OF EXISTING DECK 10' - 0" Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: 5/13/2022 9:50:46 AM L010.0 PATIO/DECK PLAN 2020.1004 05/13/2022 ADDENDUM 4 GRANGER RESIDENCE 10480 SPRING MILL RD INDIANAPOLIS, IN N 1/8" = 1'-0" L010.0 1 PATIO/DECK 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 1 1 1 2 5 4 4 1 3 Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: 5/13/2022 9:50:33 AM A010.0 DEMOLITION PLANS 2020.1004 05/13/2022 ADDENDUM 4 GRANGER RESIDENCE 10480 SPRING MILL RD INDIANAPOLIS, IN N 1/8" = 1'-0" A010.0 1 FIRST FLOOR DEMOLITION PLAN 1 REMOVE PORTION OF EXISTING LOAD BEARING WALL AND REPLACE WITH BEAM 2 REPAIR AND REFINISH EXISTING DECK, AS NEEDED 3 REMOVE EXISTING PANELING 4 DEMO EXISTING FLOORING 5 CUT OUT EXISTING SLAB TO ACCOMMODATE NEW FOOTING KEYED DEMO PLAN NOTES (NOTED WITH 1 ) N 1/8" = 1'-0" A010.0 2 SECOND FLOOR DEMOLITION PLAN N 1/8" = 1'-0" A010.0 3 LOWER LEVEL DEMO PLAN REVISION SCHEDULE NO. DESCRIPTION DATE 4 Addendum 4 05/12/22 A100.0 A100.1 A100.1 1 1 2 1 A200.1 2 A200.0 A100.0 2 6 A200.0 M A100.2 1 2 NEW GARAGE SLAB NEW CRAWL NEW BASEMENT NEW PORCH SLAB EXISTING SLAB FINISHED BASEMENT 1 A200.0 10' - 0" 18' - 0" 5' - 0" 3' - 0" 9' - 4" 18' - 9 1/2" 30' - 8" 36' - 8" 9' - 8 7/8" 8' - 0" 8' - 11 1/2" 16' - 6 1/2" 8' - 0" 19 19 2 3 8 8 8 8 8 8 8 8 8 8 10 20 20 D W DW A100.0 A100.1 A100.1 1 1 2 1 A200.1 GARAGE MUD/LAUNDRY FOYER MASTER BED MASTER BATH MASTER CLOSET PANTRY DINING KITCHEN LIVING POOL STORAGE BATH POWDER 2 A200.0 A100.0 2 30' - 0" 36' - 0" 18' - 6" 19' - 9" 4' - 6" 9' - 0" 12' - 0" 6' - 4" 5' - 3" 8' - 5" 5' - 8 3/4" 3' - 2" 5' - 6" 1/A300.0 2' - 0" 5' - 3" 4' - 0" 6 A200.0 7' - 6" 4' - 1" 10' - 6" 17' - 0" 14' - 6" 6' - 0 1/2" 8' - 0" 13' - 0" 18' - 0" 8' - 0" VERIFY W/ ELECTRICAL SERVICE LOCATION 11' - 3" J K G N C P P P C G DW A100.0 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 LINENS CLOSET 2 CLOSET 3 2 A200.0 A100.0 2 6 A200.0 J J H H B H H H B H A100.2 1 2 G 2' - 0" 1 A200.0 14' - 2 5/8" 3' - 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" EQ EQ 3' - 0" 3' - 0" 6' - 0" 3' - 1" 3 1/2" x 9 1/2" 2.0 LVL 3 1/2" x 9 1/2" 2.0 LVL 3 1/2" X 9 1/2" LVL 2X10 2X10 3 1/2" X 9 1/2" LVL 2X10 3 1/2" x 9 1/2" LVL (2) 2x10 3 1/2" x 11 7/8" 2.0E LVL 3 1/2" x 16" 2.0E LVL 2X8 2X10 SISTERED TO EXISTING 3 1/2" x 14" 2.0E LVL 2X10 2X10 2X10 2X10 2X10 BRIDGING @ 3'-0" O.C. (3) 2X10 (2) 2X10 (2) 2X10 3 1/2" x 9 1/2" LVL BEAR ON STEEL BEAMS BELOW REPLACE EXISTING JOISTS TO ACCOMODATE INCREASED SPAN BEAM HANGER CONNECTION REPLACE FLOOR JOISTS THAT WERE REMOVED 4 3 1/2" x 11 7/8" 2.0E LVL 3 1/2" x 11 7/8" 2.0E LVL 3 1/2" x 11 7/8" 2.0E LVL 2X10 2X10 2X10 Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: 5/13/2022 9:50:48 AM S300.0 FRAMING PLANS 2020.1004 05/13/2022 ADDENDUM 4 GRANGER RESIDENCE 10480 SPRING MILL RD INDIANAPOLIS, IN N 1/4" = 1'-0" S300.0 1 FIRST FLOOR FRAMING N 1/4" = 1'-0" S300.0 2 SECOND FLOOR FRAMING N 1/4" = 1'-0" S300.0 01_FIRST LEVEL 100' - 0" 02_SECOND LEVEL 109' - 0" DORMER ROOF BEARING 117' - 0" 1 A200.1 GARAGE 98' - 6" A G P P P C 1 A200.0 G G G ENTRY FLAT ROOF BEARING 112' - 0" FIBER CEMENT VERTICAL SIDING, TYP. ASHPALT ROOFING SHINGLES, TYP. PATCH AND REPAIR EXISTING SIDING AS NEEDED, TYP. 3 A200.0 27' - 4" 01_FIRST LEVEL 100' - 0" 02_SECOND LEVEL 109' - 0" DORMER ROOF BEARING 117' - 0" 00_ BASEMENT 91' - 0" 2 A200.0 GARAGE 98' - 6" F C H C 2" / 12" FIBER CEMENT VERTICAL SIDING, TYP. PATCH AND REPAIR EXISTING SIDING AS NEEDED, TYP. S Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: 5/13/2022 9:50:34 AM A100.0 EXTERIOR ELEVATIONS 2020.1004 05/13/2022 ADDENDUM 4 GRANGER RESIDENCE 10480 SPRING MILL RD INDIANAPOLIS, IN 1/4" = 1'-0" A100.0 01_FIRST LEVEL 100' - 0" 02_SECOND LEVEL 109' - 0" 00_ BASEMENT 91' - 0" 1 A200.1 GARAGE 98' - 6" G H M C N 1 A200.0 ROOF BEARING 7' - 0" 8 1/2" / 12" 8 1/2" / 12" ASPHALT ROOFING SHINGLES, TYP. FIBER CEMENT VERTICAL SIDING, TYP. PATCH AND REPAIR EXISTING SIDING AS NEEDED, TYP. 3 A200.0 01_FIRST LEVEL 100' - 0" 02_SECOND LEVEL 109' - 0" DORMER ROOF BEARING 117' - 0" 2 A200.0 GARAGE 98' - 6" 6 A200.0 H J J J ROOF BEARING 7' - 0" 12" / 12" 12" / 12" 8 1/2" / 12" 2" / 12" FIBER CEMENT VERTICAL SIDING, TYP. ASPHALT ROOFING SHINGLES, TYP. PATCH AND REPAIR EXISTING SIDING AS NEEDED, TYP. Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: 5/13/2022 9:50:35 AM A100.1 EXTERIOR ELEVATIONS 2020.1004 05/13/2022 ADDENDUM 4 01_FIRST LEVEL 100' - 0" 02_SECOND LEVEL 109' - 0" DORMER ROOF BEARING 117' - 0" GARAGE 98' - 6" 6 A200.0 K H H FIBER CEMENT VERTICAL SIDING, TYP. ASPHALT ROOFING SHINGLES 2" / 12" 12" / 12" 12" / 12" ROOF BRNG 2' - 8" 01_FIRST LEVEL 100' - 0" 02_SECOND LEVEL 109' - 0" DORMER ROOF BEARING 117' - 0" 2 A200.0 GARAGE 98' - 6" H D F ENTRY FLAT ROOF BEARING 112' - 0" FIBER CEMENT VERTICAL SIDING, TYP. 2" / 12" Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: 5/13/2022 9:50:36 AM A100.2 EXTERIOR ELEVATIONS 2020.1004 05/13/2022 ADDENDUM 4 GRANGER RESIDENCE 10480 SPRING MILL RD INDIANAPOLIS, IN 1/4" = 1'-0" A100.2 1 EXTERIOR ELEVATIONS 1/4" = 1'-0" A100.2 2 EXTERIOR ELEVATIONS REVISION SCHEDULE NO. DESCRIPTION DATE 01_FIRST LEVEL 100' - 0" 02_SECOND LEVEL 109' - 0" 2 A200.0 ENTRY FLAT ROOF BEARING 112' - 0" POWDER FOYER MASTER BATH BATH 1 LINENS HALLWAY HALLWAY 2X10 ROOF JOISTS @ 24" O.C 3 1/2" x 11 7/8" 2.0E LVL BEAM 3 1/2" x 11 7/8" 2.0E LVL BEAM, EXTEND 1'-0" PAST CORNER FOR EXTENDED EAVE. WRAP IN EXTERIOR GRADE FINISH WOOD 2X10 ROOF JOISTS @ 24" O.C 3 1/2" x 11 7/8" 2.0E LVL BEAM, EXTEND 1'-0" PAST CORNER SUPPORT POST FOR EXTENDED EAVE. WRAP IN EXTERIOR GRADE FINISH WOOD TRIPLE (3) 2X10 AT STAIR OPENING 01_FIRST LEVEL 100' - 0" 02_SECOND LEVEL 109' - 0" 1 A200.1 GARAGE 98' - 6" 1 A200.0 ENTRY FLAT ROOF BEARING 112' - 0" EXISTING 2X6 ROOF RAFTERS NEW 2X6 CEILING JOISTS, ATTACH TO FAR SIDE OF EXISTING RAFTERS REMOVE EXISTING CEILING JOISTS ONLY AFTER NEW CEILING JOISTS ARE IN PLACE 2X10 RAFTERS @ 24" O.C. 2X10 RAFTERS TO EXISTING ROOFLINE 2X6 HORIZONTAL TIE 2X6 BRIDGING NEW CEILING JOISTS, ATTACH TO NEAR SIDE OF EXISTING RAFTER 4 A200.0 PROVIDE 2X6 BLOCKING AT INTERSECTION OF CEILING JOISTS AND BOLT TOGETHER WOOD-WRAPPED LVL BEAM BEYOND 1/3 H 2/3 H 02_SECOND LEVEL 109' - 0" DORMER ROOF BEARING 117' - 0" 01_FIRST LEVEL 100' - 0" 02_SECOND LEVEL 109' - 0" DORMER ROOF BEARING 117' - 0" GARAGE 98' - 6" ENTRY FLAT ROOF BEARING 112' - 0" 3 1/2" X 9 1/2" LVL EXISTING 2X6 RAFTERS TRIPLE (3) 2X10 AT EACH END OF DORMER LVL 2X10 RAFTERS @ 16" O.C. EXISTING 2X8 JOISTS @ 16" O.C. NEW 12X24" CONTINUOUS CONCRETE FOOTING EXISTING CONCRETE GARAGE SLAB 3 1/2" x 14" 2.0E LVL BEAM NEW 2X10 JOISTS SISTERED WITH EXISTING 2X8 FRAMING NEW 2X12 FLOOR JOISTS @ 16" O.C. 2X8 CEILING JOISTS Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: 5/13/2022 9:50:36 AM A200.1 BUILDING SECTIONS 2020.1004 05/13/2022 ADDENDUM 4 GRANGER RESIDENCE 10480 SPRING MILL RD INDIANAPOLIS, IN 1/4" = 1'-0" A200.1 1 SECTION THROUGH GARAGE ATTIC CONVERSION REVISION SCHEDULE NO. DESCRIPTION DATE 3 Addendum 3 01/27/22 TRASH 1' - 9" 1' - 9" 3' - 0" 1' - 9" 1' - 9" 3' - 6" 3' - 0" 3' - 6" 3' - 0" 3' - 6" 3' - 6" 2' - 0" TRASH 1' - 9" SINK 2' - 9" DISHWASHER 3' - 6" 3' - 3" 3' - 6" 2' - 0" 1' - 9" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 1' - 6" 2' - 9" 3' - 6" TV 2' - 9" 2' - 9" 5' - 11 3/4" 6' - 0" 1' - 0" 1' - 2" 4" Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: 5/13/2022 9:50:37 AM A300.0 INTERIOR ELEVATIONS 2020.1004 05/13/2022 ADDENDUM 4 GRANGER RESIDENCE 10480 SPRING MILL RD INDIANAPOLIS, IN 1/2" = 1'-0" A300.0 1 KITCHEN ELEVATION 1/2" = 1'-0" A300.0 2 ISLAND ELEVATION 1/2" = 1'-0" A300.0 3 ISLAND ELEVATION 1/2" = 1'-0" A300.0 4 MUDROOM ELEVATION 1/2" = 1'-0" A300.0 5 MUDROOM ELEVATION 1/2" = 1'-0" A300.0 6 LIVING FIREPLACE REVISION SCHEDULE NO. DESCRIPTION DATE 8' - 0" 1' - 4" 1' - 0" Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: 5/13/2022 9:50:38 AM A400.0 EXTERIOR DETAILS 2020.1004 05/13/2022 ADDENDUM 4 GRANGER RESIDENCE 10480 SPRING MILL RD INDIANAPOLIS, IN 1/2" = 1'-0" A400.0 1 OUTDOOR KITCHEN REVISION SCHEDULE NO. DESCRIPTION DATE Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: 5/13/2022 9:50:39 AM A500.0 3D PRESENTATIONS 2020.1004 05/13/2022 ADDENDUM 4 GRANGER RESIDENCE 10480 SPRING MILL RD INDIANAPOLIS, IN A500.0 1 OUTDOOR AREAS REVISION SCHEDULE NO. DESCRIPTION DATE DW 1 A200.1 2 A200.0 6 A200.0 1 A200.0 EQ EQ EQ EQ 1' - 6" 1' - 6" EQ EQ 3' - 6" 3' - 6" EQ EQ 2' - 3" 3' - 6" 4' - 0" 3' - 6" EQ EQ 3' - 6" 3' - 0" 1' - 10" 3' - 4 1/2" 3' - 3" 3' - 3" 3' - 4 1/2" 1' - 10 1/2" 6' - 7 1/2" 6' - 7 1/2" 2' - 8" EQ EQ EQ EQ EQ EQ 2' - 8 3/4" EQ EQ 8" EQ EQ 6' - 0" 2' - 8" 2' - 8" 2' - 6" 7' - 0" EQ EQ EQ EQ EQ EQ EQ EQ 4' - 0" 2' - 0" 2' - 2" 3' - 6" 1' - 6" EQ EQ 1' - 0" EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ 3' - 0" 3' - 6" 3' - 6" EQ EQ 2' - 4" 2' - 4" EQ EQ EQ 2' - 10" 4' - 0" 4' - 0" 7' - 0" 7' - 0" 7' - 0" 11' - 0" 11' - 0" 7' - 0" D W DW DW 1/A300.0 4/A300.0 1/A400.0 6/A300.0 8' - 0" 14' - 0" 8' - 0" 12' - 6" 11' - 0" 12' - 6" 8' - 0" 8' - 2" 17' - 2" EQ EQ 7' - 6" 7' - 8" 1' - 6" 1' - 6" 7' - 3" EQ EQ 3' - 3" 3' - 3" 3' - 3" 3' - 5 1/2" 1' - 10" 9' - 6" 2' - 9" DIRECTIONAL ART LIGHT FLUSH CEILING MOUNT LIGHT CHANDELIER WALL SCONCE PENDANT EXHAUST/LIGHT VANITY LIGHT LINEAR SHOP LIGHT s SMOKE/CARBON MONOXIDE DETECTOR SWITCH OUTLET RECESSED CAN LIGHT 1' - 3" 1' - 3" L/F 1' - 3" 1' - 3" LOCATED AT STAIR LANDING ABOVE Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: 5/13/2022 9:50:42 AM E100.1 FIRST FLOOR ELECTRICAL DIAGRAMS 2020.1004 05/13/2022 ADDENDUM 4 GRANGER RESIDENCE 10480 SPRING MILL RD INDIANAPOLIS, IN N 1/8" = 1'-0" E100.1 1 FIRST FLOOR ELECTRICAL PLAN ELECTRICAL FIXTURE LEGEND N 1 A200.1 2 A200.0 6 A200.0 1 A200.0 2' - 8 1/2" 2' - 8 1/2" EQ EQ 4' - 10" 7' - 10" 7' - 10" 6' - 4" 6' - 4" 6' - 4" 6' - 4" EQ EQ EQ 8' - 0" 2' - 6 1/4" 2' - 5 3/4" 2' - 6" 2' - 6" 2' - 6" EQ EQ 8" 8' - 0" 7' - 0" EQ EQ 8' - 0" EQ EQ EQ EQ EQ EQ 8" 2' - 8" EQ EQ 2' - 8" EQ EQ 1' - 0" EQ EQ 8" EQ EQ EQ EQ 2' - 10 1/2" EQ EQ 2' - 10 1/2" EQ EQ 3' - 0" 3' - 0" 3' - 0" 3' - 0" 1' - 4 5/8" 8' - 0" 1' - 6" 1' - 6" SLOPED SLOPED SLOPED SLOPED SLOPED SLOPED 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 6" 3' - 0" 3' - 0" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 3' - 2" EQ EQ EQ EQ 14 14 3 DW 1' - 8 1/2" 11' - 0" 9' - 0" 6' - 0" 4' - 6 3/4" 3' - 0" 10' - 5 1/4" 8' - 10" 1' - 6" EQ EQ 1' - 6" 1' - 6" 1' - 6" L/F L/F L/F L/F L/F L/F Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: 5/13/2022 9:50:44 AM E200.1 SECOND FLOOR ELECTRICAL DIAGRAMS 2020.1004 05/13/2022 ADDENDUM 4 GRANGER RESIDENCE 10480 SPRING MILL RD INDIANAPOLIS, IN N 1/8" = 1'-0" E200.1 1 SECOND FLOOR ELECTRICAL PLAN N 1/8" = 1'-0" E200.1 2 SECOND FLOOR WIRING REVISION SCHEDULE NO. DESCRIPTION DATE A200.0 EQ EQ 1' - 3" 2' - 9" SLOPED SLOPED s s s s/co s DIRECTIONAL ART LIGHT FLUSH CEILING MOUNT LIGHT CHANDELIER WALL SCONCE PENDANT EXHAUST/LIGHT VANITY LIGHT LINEAR SHOP LIGHT s SMOKE/CARBON MONOXIDE DETECTOR SWITCH OUTLET RECESSED CAN LIGHT Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: 5/13/2022 9:50:43 AM E200.0 SECOND FLOOR CEILING PLAN 2020.1004 05/13/2022 ADDENDUM 4 GRANGER RESIDENCE 10480 SPRING MILL RD INDIANAPOLIS, IN N 1/4" = 1'-0" E200.0 1 SECOND FLOOR RCP ELECTRICAL FIXTURE LEGEND 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 4 REVISION SCHEDULE NO. DESCRIPTION DATE 4 Addendum 4 05/12/22 1/8" = 1'-0" E100.1 2 FIRST FLOOR WIRING REVISION SCHEDULE NO. DESCRIPTION DATE SLOPED SLOPED 12' - 0" NOTE: MATCH EXISTING CEILING HEIGHT U.N.O. 2' - 0" 2' - 0" 10" EQ EQ EQ EQ 3 A200.0 1' - 7 1/2" 11' - 2" 11' - 0" 11' - 2" 1' - 7 1/2" s/co s DIRECTIONAL ART LIGHT FLUSH CEILING MOUNT LIGHT CHANDELIER WALL SCONCE PENDANT EXHAUST/LIGHT VANITY LIGHT LINEAR SHOP LIGHT s SMOKE/CARBON MONOXIDE DETECTOR SWITCH OUTLET RECESSED CAN LIGHT Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: 5/13/2022 9:50:40 AM E100.0 FIRST FLOOR CEILING PLAN 2020.1004 05/13/2022 ADDENDUM 4 GRANGER RESIDENCE 10480 SPRING MILL RD INDIANAPOLIS, IN N 1/4" = 1'-0" E100.0 1 FIRST FLOOR RCP ELECTRICAL FIXTURE LEGEND 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 4 4 REVISION SCHEDULE NO. DESCRIPTION DATE 4 Addendum 4 05/12/22 ROOF 122' - 8" GARAGE 98' - 6" 2X8 CEILING JOISTS 2X12 ROOF RAFTERS @ 24" O.C. 2X8 ROOF RAFTERS 2X12 RIDGE BOARD 2X10 FLOOR FRAMING @ 16" O.C. 5" CONCRETE SLAB, PROVIDE CONTROL JOISTS AT 8'-0" O.C. MAX IN BOTH DIRECTIONS 3 1/2" x 14" 2.0E LVL BEAM 3 1/2" X 9 1/2" DEEP 2.0 LVL HEADER, TYP. @ EACH GARAGE DOOR CONCRETE FOUNDATION WALL 12"X24" CONT. CONCRETE MIN. 3500 PSI FOOTING W/ (2) #5 BARS IN THE BOTTOM OF THE FOOTING CONTINUOUS, TYP. ALL WALLS, U.N.O 2X6 TIE JOISTS @ 24" O.C. TRIPLE 2X12 RAFTER AT EACH END OF DORMER, FASTENED W/SCREWS 3 1/2" WIDE x 11 7/8" DEEP 2.0E LVL 4" STD STEEL PIPE COLUMN WITH 3' x 3' x 12" DEEP CONCRETE FOOTING W/ (3) #5 BARS EW 6X6 WOOD POSTS 2 x 4 HANGER TO SUPPORT 2X8 CEILING JOISTS AT EACH RAFTER LOCATION 2X6 CEILING JOIST 2X6 CEILING JOIST 2X6 BLOCKING BOLT 2X6 HORIZTONTAL TIE 2X6 BRIDGING DRYWALL CEILING HEADER PER IRC 602.7 (1) DBL TOP PLATE TREATED BOTTOM PLATE 2X4 WOOD FRAMING @16" O.C. 2X4 SILL HEADER PER IRC 602.7 (1) 01_FIRST LEVEL 100' - 0" 02_SECOND LEVEL 109' - 0" DORMER ROOF BEARING 117' - 0" ENTRY FLAT ROOF BEARING 112' - 0" 12"X24" CONT. CONCRETE MIN. 3500 PSI FOOTING W/ (2) #5 BARS IN THE BOTTOM OF THE FOOTING CONTINUOUS, TYP. ALL WALLS, U.N.O FLOOR JOISTS, SEE BUILDING SECTIONS 8" CONCRETE FOUNDATION WALL. PROVIDE VERTICAL #5 BARS @ 12" OC W/ 90 DEGREE HOOK AT FOUNDATION. PROVIDE (3) #5 BARS HORIZONTAL, EQUALLY SPACED, TYP. FOR ALL WALLS, U.N.O 2X4 TREATED SILL PLATE R-20 INSULATION, MIN. 5/8" OSB SHEATHING, TYP. FIBER CEMENT SIDING, TYP. UNDISTURBED SOIL, ASSUMED MIN 2500 PSF SOIL CAPACITY, BUILDER TO VERIFY 4" PERIMETER DRAIN 2X6 PRESSURE TREATED SILL PLATE WATERPROOFING CONT. BACKFILL OF COMPACTED DRAINAGE FILL, VERIFY POSITIVE SLOPE AWAY FROM FOUNDATION WALL RIM BOARD CAULK ALL EXTERIOR FRAMING CONDITIONS, TYP. 2-MIL VAPOR BARRIER, TYP. FLOOR JOISTS, SEE BUILDING SECTIONS RIM BOARD 3/4" PLYWOOD SUBFLOOR RIGID INSULATION WINDOW HEADER PER IRC 602.7 (1) DBL TOP PLATE 25 YR ASPHALT ROOFING SHINGLES ON 15# ROOFING FELT, ICE AND WATER SHIELD AS REQ'D 5/8" PLYWOOD ROOF DECKING FASCIA BOARD W/ CONT. ALUM GUTTER INSULATION BAFFLE BETWEEN EACH RAFTER CONT. VENTED SOFFIT R-38 MIN. INSULATION 5/8" DRYWALL CEILING Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: 5/13/2022 9:50:36 AM A200.0 BUILDING SECTIONS 2020.1004 05/13/2022 ADDENDUM 4 GRANGER RESIDENCE 10480 SPRING MILL RD INDIANAPOLIS, IN 1/4" = 1'-0" A200.0 1 SECTION THROUGH ENTRY CANOPY 1/4" = 1'-0" A200.0 2 SECTION THROUGH VAULTED KITCHEN CEILING 1/4" = 1'-0" A200.0 3 SECTION THROUGH GARAGE 1" = 1'-0" A200.0 4 BLOCKING DETAIL N.T.S. A200.0 5 TYPICAL FRAMING DETAIL 1/2" = 1'-0" A200.0 6 TYPICAL WALL SECTION REVISION SCHEDULE NO. DESCRIPTION DATE 3 Addendum 3 01/27/22 GRANGER RESIDENCE 10480 SPRING MILL RD INDIANAPOLIS, IN 1/4" = 1'-0" A100.1 1 WEST ELEVATION 1/4" = 1'-0" A100.1 2 NORTH ELEVATION REVISION SCHEDULE NO. DESCRIPTION DATE 1 EAST ELEVATION 1/4" = 1'-0" A100.0 2 SOUTH ELEVATION WINDOW SCHEDULE MARK SIZE UNIT WIDTH TYPE MULLED WIDTH HEIGHT UNITS QUANTITY 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 WIDTH HEIGHT TYPE QUANTITY 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 4 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: 33 REVISION SCHEDULE NO. DESCRIPTION DATE 1 Addendum 1 09/14/21 2 Addendum 2 01/04/22 3 CANOPY FRAMING REVISION SCHEDULE NO. DESCRIPTION DATE 3 Addendum 3 01/27/22 4 Addendum 4 05/12/22 10' - 10" 0" 4' - 10" 3' - 6" EQ EQ 3' - 0" 6' - 7" 7 7 7 7 7' - 0" 13' - 6" 2' - 0" EQ EQ EQ EQ 9 13 HALLWAY 3 A200.0 6 6 6 1' - 6" 2' - 6" 2' - 0" 2' - 6" 2' - 0" HALLWAY 19 2' - 0" O 3' - 0" Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: 5/13/2022 9:50:47 AM S200.0 SECOND FLOOR PLAN 2020.1004 05/13/2022 ADDENDUM 4 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 WIDTH HEIGHT UNITS QUANTITY 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 WIDTH HEIGHT TYPE QUANTITY 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 4 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: 33 4 REVISION SCHEDULE NO. DESCRIPTION DATE 3 Addendum 3 01/27/22 4 Addendum 4 05/12/22 B A B E H E B C D D C C F E B F E A100.2 1 2 1' - 0" 2' - 0" K E 7' - 0" 11' - 0" 11' - 0" 7' - 0" 1 A200.0 COATS D STORAGE 2/A300.0 3/A300.0 4/A300.0 5/A300.0 EQ EQ 6' - 3 1/2" 4' - 0" 4' - 6" 3' - 0" COOR. W/ TUB SELECTION EQ EQ EQ EQ EQ EQ 4' - 2" 2' - 0" 7' - 0" 4' - 0" 17' - 0" 5' - 6" 11" 11" 11" 11" 1 2 1 2 3 3 3 4 5 5 2 6' - 8" 2' - 0" COATS 15 22 22 H 2' - 2" 3' - 2" EQ EQ 8' - 6" EQ EQ 2' - 3" 2' - 3" 3' - 2" H EQ EQ 6/A300.0 6"1' - 0" 1' - 0" 6' - 0" 5' - 11 3/4" 1' - 6" 1 11 12 HALLWAY 16 14 16 18 3 A200.0 12' - 6" 11' - 0" 12' - 6" 9' - 0" 12' - 0" 9' - 0" 21 21 21 21 3' - 0" 3' - 0" 29 29 6 16 16 16 18 14 23 8' - 0" S 25 14 16 16 16 16 26 14 27 19 19 4" 3' - 0" VERIFY ADEQUATE SECOND FLOOR HEAD CLEARANCE 9' - 0" 2-2X10 HEADER 2-2X10 HEADER 2-2X10 HEADER 29 29 29 29 2-2X12 HEADER Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: 5/13/2022 9:50:47 AM S100.0 FIRST FLOOR PLAN 2020.1004 05/13/2022 ADDENDUM 4 GRANGER RESIDENCE 10480 SPRING MILL RD INDIANAPOLIS, IN N 1/4" = 1'-0" S100.0 1 FIRST 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 WIDTH HEIGHT UNITS QUANTITY 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 WIDTH HEIGHT TYPE QUANTITY 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 4 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: 33 REVISION SCHEDULE NO. DESCRIPTION DATE 1 Addendum 1 09/14/21 2 Addendum 2 01/04/22 3 Addendum 3 01/27/22 4 Addendum 4 05/12/22 4 3 A200.0 3' - 0" 3' - 0" 24 24 19 19 16 28 UNFINISHED BASEMENT LINE OF DECK ABOVE Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: 5/13/2022 9:50:46 AM S001.0 LOWER LEVEL FLOOR PLAN 2020.1004 05/13/2022 ADDENDUM 4 GRANGER RESIDENCE 10480 SPRING MILL RD INDIANAPOLIS, IN N 1/4" = 1'-0" S001.0 1 BASEMENT 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 WIDTH HEIGHT UNITS QUANTITY 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 WIDTH HEIGHT TYPE QUANTITY 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 4 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: 33 REVISION SCHEDULE NO. DESCRIPTION DATE 3 Addendum 3 01/27/22 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 REVISION SCHEDULE NO. DESCRIPTION DATE 1 Addendum 1 09/14/21 WORK REQUIRED FOR FULL PERFORMANCE OF, AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT. ON THE BASIS OF THE GENERAL SCOPE INDICATED IN THESE DOCUMENTS, THE TRADE CONTRACTORS SHALL FURNISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THEIR WORK. ALL WORK SHALL BE COMPLETE IN EVERY DETAIL AND THE CONTRACTORS SHALL PROVIDE A ONE YEAR WARRANTY FOR THEIR WORK. 11.CONTRACTORS SHALL FOLLOW AND OBEY ALL FEDERAL, STATE AND LOCAL CODES, LAWS, SAFETY REGULATIONS AND HAZARDOUS WASTE LAWS, ETC. 12.DO NOT SCALE DRAWINGS. DIMENSIONS SHALL GOVERN EACH BUILDING COMPONENT LOCATION AND SIZE. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ARCHITECT'S ATTENTION IN WRITING IMMEDIATELY. 13.ALL WORK SHALL BE PERFORMED IN A SKILLED WORKMANSHIP TYPE AND MANNER ACCEPTABLE TO THE ARCHITECT AND OWNER. 14. SEE CORRESPONDING SHEETS FOR GRAPHIC SYMBOL LEGENDS AND DRAWINGS SCALES. GENERAL NOTES: