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HomeMy WebLinkAboutFloor PlansFOUNDATION KEYNOTES: GENERAL FOUNDATI-gN 32'-6" 30'-0" 10 EXISTING FOUNDATION TO REMAIN. 2� NEW FOUNDATION WALL WITH CONCRETE FOOTING. SEE WALL SECTIONS. 31) 32" WIDE BY 24" TALL CRAWL SPACE ACCESS PANEL. ® TOP OF FOUNDATION WALL AT TOP OF STAIRS TO BE HELD DOWN 8" FROM TOP OF GARAGE SLAB. 0 #306" LONG AT 16" O.C. VERT. SET 8" INTO EXISTING FOUNDATION WALL WITH EPDXY. © 24"x24"x36" DEEP CONCRETE PIER BELOW COLUMN LOCATION. 70 PATIO AT 2" BELOW FIRST FLOOR. SEE LANDSCAPE DRAWINGS FOR DETAILS. ® 2x4 STUD WALL WITH TREATED SILL PLATE AND R-13 KRAFT FACE BATT HELD 1" OFF FOUNDATION WALL. 9O TREATED 2x4's AT 24" O.C. LAID FLAT AGAINST FOUNDATION WALL WITH 1 1 /2" RIGID INSULATION BETWEEN. O 4" REINFORCED CONCRETE SLAB ON 6 MIL VAPOR BARRIER OVER MIN. 4" COMPACTED GRANULAR FILL. 11 TIE PERIMETER DRAIN INTO 24" DIA. X 36" DEEP SUMP PIT. PUMP TO EXISTING SUMP PIT LINE EXITING HOUSE. Q WOOD STAIRS WITH TREATED SILL PLATES. ® INSTALL HANDRAIL AS SELECTED BY OWNER AT 36" ABOVE NOSINGS FROM TOP TO BOTTOM RISER. RETURN ENDS TO WALL. ® HOLD TOP OF FOUNDATION WALL DOWN 16" AT DOOR OPENING. O STEP FOUNDATION WALL DOWN 8" EVERY 1'-O" LINEAR FEET. © 36" TALL WALL WITH WOOD CAP EACH SIDE OF STAIRS. ® LOWERED FOOTING FOR TUNNEL. ® TIE FOUNDATION DRAIN TILE FROM BASEMENT 1 INTO BASEMENT 2 DRAIN TILE. �9 CONFIRM LOCATION OF SUMP DISCHARGE IS MINIMUM 30" BELOW GRADE AND TIED INTO STORM SEWER SYSTEM. igEMENT PLAN. 0 21 4' 3' '1?' NORTH 1 /4„ _ 1,_0» NOTES: 1 DIMENSIONS ARE FROM FACE TO FACE OF CONCRETE OR MASONRY. 2 VERIFY ALL FOUNDATION DIMENSIONS WITH FLOOR PLAN PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF ANY DISCREPANCIES OR DEVIATIONS PRIOR TO THE START OF CONSTRUCTION. 3 REMOVE ALL TOP SOIL IN AREA TO BE OCCUPIED BY BUILDING. STORE TOP SOILD THAT IS REQUIRED FOR FUTURE USE ON SITE IF APPLICABLE. REMOVE ALL EXCESS TOP SOILS AND DEBRIS FROM SITE. 4 EXCAVATE SITE AS REQUIRED TO FINISH GRADE WITH A SUITABLE ALLOWANCE FOR TOP SOILD AND/OR PAVING. WHERE GRADE RAISE IS REQUIRED, FILL WITH EXCAVATED OR IMPORTED EARTH. 5 ENGINEERED FILL SHALL BE FREE ORGANIC MATERIAL, ROCKS LARGER THAN 2 INCHES, CLAY WITH A PI NOT GREATER THANK 15 AND SHALL BE COMPACTED TO A MINIMUM DRY DENSITY OF 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY PER ASTM-D1557, AND PLACED IN 8" LIFTS. REMOVE ALL EXCESS EXCAVATED MATERIAL FROM THE SITE. 6 ASSUMED ALLOWABLE SOIL BEARING PRESSURE 2000 PSF, TO BE VERIFIED BY CONTRACTOR. DEPTHS OF FOOTINGS SHALL BE AS INDICATED (USING ENGINEERED FILL AS REQUIRED) OR TO UNDISTURBED EARTH. BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BE A MINIMUM OF 2'-6" BELOW FINISH GRADE. 7 CONTRACTOR IS TO RETAIN A SOILS ENGINEER TO VERIFY BEARING CAPACITY OF SOIL. 8 GRANULAR MATERIAL IS SOIL WITH A ROUNDED SHAPE, FREE OF ORGANIC AND CLAY MATERIAL WITH A MAXIMUM SIZE AGGREGATE TO BE 3/8". 9 FOUNDATION PLATES OR SILLS SHALL BE BOLTED TO THE FOUNDATION OR FOUNDATION WALL WITH NOT LESS THAN 1/2 INCH NOMINAL DIAMETER STEEL BOLTS EMBEDDED AT LEAST 7 INCHES INTO THE CONCRETE OR MASONRY AND SPACED NOT MORE THAN 4 FEET APART. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE WITH ONE BOLT LOCATED WITHIN 12 INCHES OF EACH END OF EACH PIECE. A PROPERLY SIZED NUT AND WASHER SHALL BE TIGHTENED ON EACH BOLT TO THE PLATE. FOUNDATION PLATE AND SILLS SHALL BE OF TREATED WOOD. 10 ALL STOOPS AND PORCHES TO BE SLOPED AWAY FROM HOUSE AT .25"/FT. MAXIMUM. ra ROTTMRnn j COLLIER ARCHITECTS 155 EAST MARKET STREET SUITE 200 INDIANAPOLIS, INDIANA 46204 T 317.721.2724 ROTTMANNCOLLIER.COM 04'4�'G\NO RFo �Z�i -� Z- 9600173 = ;* STATE OF qRc.... G SCOPE DOCUMENT THESE DOCUMENTS INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPT, DIMENSIONS OF THE BUILDING, MAJOR ARCHITECTURAL ELEMENTS AND TYPE OF STRUCTURAL, MECHANICAL AND ELECTRICAL SYSTEMS. THE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT. ON THE BASIS OF THE GENERAL SCOPE INDICATED OR DESCRIBED, TRADE CONTRACTOR SHALL FURNISH ALL ITEMS REQUIRED FOR PROPER EXECUTION AND COMPLETION OF THE WORK ir W O Z � 0 Z N 0 W�z� a � W� Z)a ?� W z o z Q ,,I,III,IIN�I�I > Q a z W = 'w o I� N LEI Q U D' Lu REVISIONS 11-20-2023 CONSTRUCTION SET BASEMENT PLAN PROJECT NO 21117 DATE 11-20-2023 SHEET Al PLAN KEY NOTES, N - ®AL PLAN N?"�TES: in'—n" c I C 1� INSTALL SALVAGED DINING ROOM WINDOWS. 2� RELOCATED WINDOW SEAT. 3T 36" TALL BUILT-INS. ® 42" GAS FIREPLACE MOUNTED AT FLOOR LEVEL. 50 6X6 STAINED WOOD BEAM, TYPICAL. © 8X8 STAINED WOOD BEAM AT RIDGE. 7� BUILT-IN BOOKCASE, WRAP OVER AND INTO OPENING. ® 6'-8" TALL CASED OPENING. 9OINSTALL HANDRAIL AS SELECTED BY OWNER AT 36" ABOVE NOSINGS FROM TOP TO BOTTOM RISER. RETURN ENDS TO WALL. DO BUILT-IN GRILL WITH HOOD ABOVE BY OWNER. DETERMINE FINAL LOCATION WITH OWNER. 11 INSTALL SALVAGED LAUNDRY ROOM WINDOW. ® TV ABOVE IN 4" DEEP GYPSUM BOARD RECESS. O 84" TALL FRAMELESS GLASS SHOWER ENCLOSURE. ® TRENCH DRAIN. O16" DEEP x 18" TALL BENCH WITH STONE TOP. © 4" WIDE LEDGE AT 36" AFF WITH STONE TOP. © 24"x48" FIXED SKYLIGHT CENTERED IN SHOWER. ®CHANGING BENCH WITH COAT HOOKS ABOVE, BY OWNER. @9 1 ROD AND SHELF. 00 2 RODS AND SHELF. C1 4 SHELVES. ©ELECTRIC TANKLESS WATER HEATER. O INSTALL 1 1/2" SQUARE BLACK ALUMINUM HANDRAIL AT 36" ABOVE NOSINGS. ®INSTALL SALVAGED CASEWORK. 017' x 7' INSULATED OVERHEAD DOOR. ©1 SHELF. © 30" WIDE REFRIGERATOR AS SELECTED BY OWNER WITH SURROUNDS. ® 36" TALL WALL WITH WOOD CAP. 09 DISPOSAL. �0 JULIET BALCONY, WOOD FRAMED. O 36" VANITY. © 6x6 TREATED WOOD POST ON STAND-OFF ANCHOR WITH FIBER CEMENT WRAP. © BEAM ABOVE WITH FIBER CEMENT WRAP. ® MICROWAVE BELOW COUNTERTOP. ® NON -FREEZE HOSE BIBB. © DOUBLE STUD WALL, INSTALL PLUMBING IN INTERIOR WALL. 1 HINGE SIDE OF ALL DOORS SHALL BE 5" OFF THE FACE OF ADJACENT WALL, UNLESS NOTED OTHERWISE. 2 LOCATIONS OF ANY AND ALL CHASES, BULKHEADS, OR DROP CEILINGS NECESSARY FOR THE RUNNING OF DUCTWORK, PLUMBING, OR ELECTRICAL LINES TO BE DETERMINED ON SITE WITH INPUT FROM THE OWNER AND MAY NOT BE SHOWN ON DRAWINGS. 3 PROVIDE LINTELS AND HEADERS AS REQUIRED. 4 ALL ANGLES AT 45 DEGREE INCREMENTS UNLESS NOTED OTHERWISE. 5 MECHANICAL, ELECTRICAL, AND PLUMBING TO BE DESIGN BUILD BY CONTRACTOR. 6 WHERE BATHROOM WALL WITH A PLUMBING FIXTURE OCCURS AT AN EXTERIOR WALL, INSTALL 1/2" WATER-RESISTANT GYPSUM BOARD IN LIEU OF 1/2" GYPSUM BOARD. 7 -* = SAFETY GLAZING. 8 TRUSSES AND BEAMS TO BE DESIGNED AND CERTIFIED BY A REGISTERED ENGINEER. 9 INTERIOR FINISHES TO BE AS SELECTED BY OWNER. 10 FLOOR TRUSSES SHALL NOT BE LOCATED DIRECTLY BELOW PLUMBING LINES. 11 INSTALL DOUBLE TOP PLATES ON ALL LOAD BEARING WALLS. 12 PROVIDE BLOCKING IN WALLS FOR BATHROOM ACCESSORY MOUNTING. 13 HEADS OF WINDOWS SHALL MATCH EXISTING, U.N.O. 14 ALL NEW INTERIOR WALLS SHALL BE TYPE "A1" UNLESS NOTED OTHERWISE. ra ROTTMRnn l COLLIER ARCHITECTS 155 EAST MARKET STREET SUITE 200 INDIANAPOLIS, INDIANA 46204 T 317.721.2724 ROTTMANNCOLLIER.COM 110 NO. -�Z- 9600173 = ;* STATE OF �NO I ANP gRc....I Odd SCOPE DOCUMENT THESE DOCUMENTS INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPT, DIMENSIONS OF THE BUILDING, MAJOR ARCHITECTURAL ELEMENTS AND TYPE OF STRUCTURAL, MECHANICAL AND ELECTRICAL SYSTEMS. THE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT. ON THE BASIS OF THE GENERAL SCOPE INDICATED OR DESCRIBED, TRADE CONTRACTOR SHALL FURNISH ALL ITEMS REQUIRED FOR PROPER EXECUTION AND COMPLETION OF THE WORK ir W Lim 0z 0 z O 0 0 Q 0 Z Q J LEI LLI Of 0 O Lu REVISIONS 11-20-2023 CONSTRUCTION SET FIRST FLOOR PLAN PROJECT NO 21117 DATE 11-20-2023 41 81 121 FIRST FL R% L A N NORTH 1 /4„ = 1,_0„ SHEET Al =1 LAN (EYT- : N - AL LAN N?"�TES: D INSTALL SALVAGED DINING ROOM WINDOWS. ® INSTALL 1 1/2" SQUARE BLACK ALUMINUM HANDRAIL AT 1 HINGE SIDE OF ALL DOORS SHALL BE 5" OFF THE 36" ABOVE NOSINGS. FACE OF ADJACENT WALL, UNLESS NOTED OTHERWISE. 0 RELOCATED WINDOW SEAT. ® INSTALL SALVAGED CASEWORK. 2 LOCATIONS OF ANY AND ALL CHASES, BULKHEADS, OR 3 36" TALL BUILT-INS. 17' x 7' INSULATED OVERHEAD DOOR. DROP CEILINGS NECESSARY FOR THE RUNNING OF DUCTWORK, PLUMBING, OR ELECTRICAL LINES TO BE DETERMINED ON SITE WITH INPUT FROM THE OWNER ® 42" GAS FIREPLACE MOUNTED AT FLOOR LEVEL. © 1 SHELF. AND MAY NOT BE SHOWN ON DRAWINGS. 50 6X6 STAINED WOOD BEAM, TYPICAL. © 30" WIDE REFRIGERATOR AS SELECTED BY OWNER WITH 3 PROVIDE LINTELS AND HEADERS AS REQUIRED. 6 8X8 STAINED WOOD BEAM AT RIDGE. O SURROUNDS. 4 ALL ANGLES AT 45 DEGREE INCREMENTS UNLESS NOTED OTHERWISE. 70 BUILT-IN BOOKCASE, WRAP OVER AND INTO OPENING. ® 36" TALL WALL WITH WOOD CAP. 5 MECHANICAL, ELECTRICAL, AND PLUMBING TO BE DESIGN 0 DISPOSAL. BUILD BY CONTRACTOR. ® 6'-8" TALL CASED OPENING. 6 WHERE BATHROOM WALL WITH A PLUMBING FIXTURE 00 JULIET BALCONY, WOOD FRAMED. OCCURS AT AN EXTERIOR WALL, INSTALL 1/2" 9OINSTALL HANDRAIL AS SELECTED BY OWNER AT 36" WATER-RESISTANT GYPSUM BOARD IN LIEU OF 1/2" ABOVE NOSINGS FROM TOP TO BOTTOM RISER. RETURN 36" VANITY. GYPSUM BOARD. ENDS TO WALL. © 6x6 TREATED WOOD POST ON STAND-OFF ANCHOR WITH 7 -* = SAFETY GLAZING. DO BUILT-IN GRILL WITH HOOD ABOVE BY OWNER. FIBER CEMENT WRAP. 8 TRUSSES AND BEAMS TO BE DESIGNED AND CERTIFIED DETERMINE FINAL LOCATION WITH OWNER. © BEAM ABOVE WITH FIBER CEMENT WRAP. BY A REGISTERED ENGINEER. 11 INSTALL SALVAGED LAUNDRY ROOM WINDOW. 9 INTERIOR FINISHES TO BE AS SELECTED BY OWNER. ® MICROWAVE BELOW COUNTERTOP. 0 TV ABOVE IN 4" DEEP GYPSUM BOARD RECESS. 10 FLOOR TRUSSES SHALL NOT BE LOCATED DIRECTLY b5 NON -FREEZE HOSE BIBB. BELOW PLUMBING LINES. 0 84" TALL FRAMELESS GLASS SHOWER ENCLOSURE. © DOUBLE STUD WALL, INSTALL PLUMBING IN INTERIOR 11 INSTALL DOUBLE TOP PLATES ON ALL LOAD BEARING ® TRENCH DRAIN. WALL. WALLS. 12 PROVIDE BLOCKING IN WALLS FOR BATHROOM ACCESSORY MOUNTING. 16" DEEP x 18" TALL BENCH WITH STONE TOP. © 4" WIDE LEDGE AT 36" AFF WITH STONE TOP. 13 HEADS OF WINDOWS SHALL MATCH EXISTING, U.N.O. 0 24"x48" FIXED SKYLIGHT CENTERED IN SHOWER. 14 ALL NEW INTERIOR WALLS SHALL BE TYPE "Al" UNLESS NOTED OTHERWISE. ® CHANGING BENCH WITH COAT HOOKS ABOVE, BY OWNER. 09 1 ROD AND SHELF. @O 2 RODS AND SHELF. a1 4 SHELVES. 0 ELECTRIC TANKLESS WATER HEATER. OUTSIDE FACE OF WALL BELOW, TYPICAL ARCHITECTURAL ROOF SHINGLES TO MATCH SEMI -CONCEALED RIDGE HOUSE VENT, TYPICAL 24'-0" 3'_"" 2'-3" 3'-6" 5'-8� 4'-6� 24'-0" 3050 13050 9-1 4�>4'-112"_4'_4'Z 9 J J J 1 � O I J J Q 30 68 STACK DN J - z 3068 W/D 115 RIS RS IM DN UP HALF LITE CO 1 M 16 RI ER 15 RISERS i Ln I �' 40 68 I ��N \ 3'-4 ' 3,_4 „ 1 11'-9" 3'_g21r o Lo I 1 LIVIN"a / — ----� �------- 0 +10'-0" CEILING 30 �;Tl; F ......... F CiT, O O........... O r7 I O I � 29 to 0 0 n 2'-7 N N 'r°D I -� 00 8 8 6 60 610 s N l� �jJ� F fD I M o 0 r , N ci ao cD 00 N r`� 22 +10'-0" CEILING rl� I - - - - FURN. < /o 00 � J N Q31 M -iN i 8� O / m� CD j \ \OATH / 246$ + BEDROOM \ \ Q Lnco M I LJ ;n 21 20 'o 25 3050 6'-10" 3'-5" [3050 3'-6" 1,� 1" 3'-5" 5 -3� 1 -6� 3'-6" 17'-0" 3'-6" 6'-10" 10'-4" 6'-10" 24'-O" 24'-0" PREFINISHED ALUMINUM DOWNSPOUT TO SHINGLE ROOF OVER GARAGE DOOR BELOW, CONCRETE SPLASHBLOCK, TYPICAL WITH PREFINISHED METAL DRIP EDGE AND NO GUTTER PREFINISHED ALUMINUM GUTTER, TYPICAL '� __� I_g 21 8' 12' 0 2' 4' 8' 12' NORTH NORTH NORTH ARA�E R �F PLAN A ORm"' A EC N D FLOOR P"LAN 'ARAGE FIR T F L MR M R' L A I 1 /4" = 1'-0" 1 /4" = 1'-0" 1 /4" = 1'-0" ROTTMRnn j COLLIER ARCHITECTS 155 EAST MARKET STREET SUITE 200 INDIANAPOLIS, INDIANA 46204 T 317.721.2724 ROTTMANNCOLLIER.COM R 0 04NO -� Z- 9600173 ;* STATE OF I ANP:'� Odd SCOPE DOCUMENT THESE DOCUMENTS INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPT, DIMENSIONS OF THE BUILDING, MAJOR ARCHITECTURAL ELEMENTS AND TYPE OF STRUCTURAL, MECHANICAL AND ELECTRICAL SYSTEMS. THE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT. ON THE BASIS OF THE GENERAL SCOPE INDICATED OR DESCRIBED, TRADE CONTRACTOR SHALL FURNISH ALL ITEMS REQUIRED FOR PROPER EXECUTION AND COMPLETION OF THE WORK 0 O 0 � OZ Q z z Q J W ' LEI ir W Z Z W gpi'AY.IVIINll,9'I �� EMMA- ®IIIIY',"II'�G. e�llb� O Lu Z W � W Q H O_ N N 0 � Q Z Q z - W Q U REVISIONS 11-20-2023 CONSTRUCTION SET GARAGE PLANS FLOOR PROJECT NO 21117 DATE 11-20-2023 SHEET