17.1 - 1621 W 14th St - Drawings — original pdf

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CEILINGJOISTNOTES: (cid:120) (cid:120) (cid:120) ALLCEILINGJOISTSARE2GRADEAND2x6@ 24"O.C.U.N.O. PROVIDESTRONGBACKSPANMORETHAN10' ASSHOWNONDETAIL10ATMIDSPAN. 1-3PLYBEAMSCANBENAILEDTOGETHER. (cid:38)(cid:50)(cid:49)(cid:49)(cid:40)(cid:38)(cid:55)(cid:3)(cid:23)(cid:3)(cid:36)(cid:49)(cid:39)(cid:3)(cid:24)(cid:3)(cid:51)(cid:47)(cid:60)(cid:3)(cid:37)(cid:40)(cid:36)(cid:48)(cid:3)(cid:58)(cid:44)(cid:55)(cid:43)(cid:3)(cid:20)(cid:18)(cid:21)(cid:5)(cid:145) THROUGHBOLTS@24"O.C..TOPAND BOTTOM. VERIFYALLDIMENSIONSAGAINST ARCHITECTURALANDALLOTHERPERTINENT DRAWINGSFORDETAILSNOTSHOWNONTHE STRUCTURALDRAWINGS. LEGEND CEILINGJOIST CEILINGLINE FLOORJOIST TJIORTRUSS LINELOAD STAIR FLOORAREA ROOFBRACELOCATION ENGINEEREDBEAM ALLBEAMSAREDROPPEDU.N.O. (C)-CONCEALEDBEAM (F)-FLOATINGBEAM FURRDOWN LIVINGDINING 8'CLG CLOSET 8'CLG BATHROOM 8'CLG BEDROOM 8'CLG EXISTINGCEIING LIVINGDINING 8'CLG KITCHEN 8'CLG EXISTINGCEIING BATHROOM 8'CLG BONUSROOM 8'CLG EXISTINGCEIING BEDROOM 8'CLG EXISTINGCEIING EXISTINGCEIING BEDROOM 8'CLG 18"=1'-0" 14"=1'-0" 11X17SIZE 22X34SIZE DESIGNEDFORCOMPOSITIONROOF RAFTERSNOTE: (cid:120) ALLRAFTERSARE2GRADE,2x6AND24"O.C. U.N.O. (cid:120) MATERIALLOADUPTO5PSF. (cid:120) ROOFSHEATHINGSHALLBE U.N.O. 5 16"THICKMIN. ROOFNOTES: (cid:120) MATERIALLOADUPTO5PSF. (cid:120) 16"THICKMIN. ROOFSHEATHINGSHALLBE 5 U.N.O. BRACESUPTO6'SHALLBE2X6",LONGER BRACES(6'-16')SHALLBEMADEOF2x6"AND LONGERBRACES(16'-27')SHALLBEMADEOF 2X10"FASTENEDTOGETHERINA"L"OR"T" PATTERN. VERIFYALLDIMENSIONSAGAINST ARCHITECTURAL. ALLPURLINSIZESHALLMATCHRAFTERSIZE ALLFRAMINGANDCONSTRUCTIONMEMBERS TOBEPER2015IRCCODE. (cid:120) (cid:120) (cid:120) (cid:120) VERIFYALLDIMENSIONSAGAINST ARCHITECTURALANDALLOTHERPERTINENT DRAWINGSFORDETAILSNOTSHOWNONTHE STRUCTURALDRAWINGS. LEGEND ENGINEEREDBEAM ROOFBRACE WALLSTACKED PURLIN M A E B N O R A E B O T R E T F A R M A E B N O R A E B O T R E T F A R L L A W N O R A E B O T R E T F A R L L A W N O R A E B O T R E T F A R 18"=1'-0" 14"=1'-0" 11X17SIZE 22X34SIZE VICINITY MAP PROPERTY PROFILE MAP AREA SCHEDULE EXISTING OWNER: AHMED ASHRAF & DARCY ADDRESS: 1621 W 14TH ST AUSTIN, TX 78703-3922 LEGAL DESCRIPTION: ABS 697 SUR 7 SPEAR G W ACR. 142 ZONING: MF-3-NP PROPERTY ID: 110136 GEOGRAPHIC ID:0111030705 LAND: 0.1420 ACRES (6,185.52 SQFT) BUILDING PROGRAM • • • • CONVERSION OF CARPORT AND LAUNDRY TO CONDITIONED SPACE ADDITION OF MASTER SUITE RENOVATION OF KITCHEN EXISTING ROOF DEMOLISHED, NEW ROOF TO BE BUILT SQUARE FOOTAGE CALCULATIONS 1ST FLOOR STORAGE CARPORT 2ND STORAGE OPEN PORCH EXISTING SQ FT. NEW ADDITION IMPERVIOUS SQ FT. CALCS. EXISTING IMPERVIOUS COVERAGE % 25% ADDED IMPERVIOUS COVERAGE % 3% AREA 1188 SQFT 80 SQFT 256 SQFT 63 SQFT 48 SQFT 1572 SQFT 246 SQFT Sheet List Sheet Sheet Name Number Drawn By Approved By A0 TITLE PAGE A101 SITE PLAN A102 FOUNDATION A103 EXISTING FLOOR PLANS A104 PROPOSED FIRST FLOOR PLAN A105 PROPOSED SECOND FLOOR PLAN A106 EXISTING ROOF PLAN PROPOSED ROOF PLAN A107 EXISTING NORTH / SOUTH ELEVATIONS A201 EXISTING EAST / WEST ELEVATIONS A202 PROPOSED NORTH / SOUTH ELEVATIONS A203 A204 PROPOSED EAST / WEST ELEVATIONS A205 KITCHEN ELEVATIONS A301 SECTIONS A501 DETAILS A901 RENDERS A902 RENDERS E101 ELECTRICAL PLAN G1 GENERAL NOTES JESUS A OMAR G JESUS A OMAR G JESUS A OMAR G JESUS A OMAR G JESUS A OMAR G JESUS A OMAR G JESUS A OMAR G JESUS A OMAR G JESUS A OMAR G JESUS A OMAR G JESUS A OMAR G JESUS A OMAR G JESUS A OMAR G JESUS A OMAR G JESUS A OMAR G JESUS A OMAR G JESUS A OMAR G JESUS A OMAR G JESUS A OMAR G N O I T A V O N E R E S U O H 3 0 7 8 7 X T , N I T S U A T S H T 4 1 T S E W 1 2 6 1 4926 Spicewood Springs RD Ste#105, Austin TX T: 512-822-5143 E: quickcaddesign@outlook.com 3/8" = 1'-0" 2023 - 09 A0 TITLE PAGE AREA SCHEDULE EXISTING 1ST FLOOR STORAGE CARPORT 2ND STORAGE OPEN PORCH EXISTING SQ FT. NEW ADDITION AREA 1188 SQFT 80 SQFT 256 SQFT 63 SQFT 48 SQFT 1572 SQFT 246 SQFT IMPERVIOUS SQ FT. CALCS. EXISTING IMPERVIOUS COVERAGE % 25% ADDED IMPERVIOUS COVERAGE % 3% CARPORT AND LAUNDRY CONVERTED NEW HOUSE ADDITION PLASTIC SHED TO BE REMOVED N O I T A V O N E R E S U O H 3 0 7 8 7 X T , N I T S U A T S H T 4 1 T S E W 1 2 6 1 4926 Spicewood Springs RD Ste#105, Austin TX T: 512-822-5143 E: quickcaddesign@outlook.com As indicated 2023 - 09 A101 SITE PLAN 1 1 1 EXISTING HOSEBIB TO BE PRESERVED D W 4 2 2 5 7 3 e g n a R 3 6 1 EXISTING / DEMO FIRST FLOOR PLAN 3/8" = 1'-0" 7 EXISTING HOSEBIB TO BE PRESERVED DEMOLITION PLANS TO BE REMOVED REMOVE FRONT WINDOWS AND MAIN DOOR REMOVE PART OF WALL AND EXTERIOR SIDING REMOVE KITCHEN WALL AND EXTERIOR SIDING REMOVE PLASTIC SHED REMOVE BATHROOM WINDOW REMOVE DOOR AND REPLACE WITH POCKET DOOR REMOVE BEDROOM WINDOWS # 1 2 3 4 5 6 7 DEMOLITION LEGEND WALLS, FLOORS, AND FIXTURES TO BE DEMOLISHED WINDOWS/DOORS TO BE REMOVED N O I T A V O N E R E S U O H 3 0 7 8 7 X T , N I T S U A T S H T 4 1 T S E W 1 2 6 1 4926 Spicewood Springs RD Ste#105, Austin TX T: 512-822-5143 E: quickcaddesign@outlook.com As indicated 2023 - 09 A103 EXISTING FLOOR PLANS 11' - 5 1/2" 26' - 2" 37' - 7 1/2" 5' - 8 3/4" 5' - 8 3/4" 4' - 1 1/2" 7' - 1 1/2" 7' - 1 1/2" 7' - 9 1/2" E " 6 - ' 0 " 2 / 1 5 - ' 2 " 5 - ' 2 " 2 / 1 0 1 - ' 4 1 H " 8 - ' 6 x W " 0 - ' 3 E E E 11' - 1" LIVING / DINING 8' CLG WOOD 1 A301 " 2 / 1 8 - ' 2 5 " 2 / 1 2 - ' 0 2 " 1 1 - ' 3 " 2 / 1 4 - ' 5 " 2 / 1 4 - ' 3 " 2 / 1 4 - ' 5 " 2 / 1 5 - ' 4 1 " 2 / 1 0 - ' 9 " 2 - ' 7 " 0 - ' 4 " 4 / 1 6 - ' 1 " 4 / 1 0 1 - ' 1 " 2 / 1 0 1 - ' 2 " 0 - ' 2 " 0 - ' 0 1 " 2 / 1 5 - ' 2 B B H G A A LIVING / DINING 8' CLG WOOD KITCHEN ISLAND 5 8' - 0"W x 6' - 8"H CLOSET 8' CLG WOOD 4 4' - 0"W x 6' - 8"H " 0 - ' 7 " 0 1 - ' 3 " 1 - ' 5 " 2 / 1 4 - ' 3 " 2 / 1 4 - ' 5 FREEZER W D SHLVS. (2) 8' - 3" 2' - 5 1/2" 7 H " 8 - ' 6 x W " 6 - ' 1 DW BATHROOM 8' CLG TILE " 6 - ' 2 TEMPERED GLASS IN BATHROOM BATHROOM 8' CLG TILE 3 2' - 8"W x 6' - 8"H 3' - 6" BEDROOM 8' CLG WOOD " 8 - ' 4 1 3 H " 8 - ' 6 x W " 8 - ' 2 " 4 - ' 0 F " 3 - ' 2 " 9 - ' 2 " 0 - ' 5 D 2 H " 8 - ' 6 x W " 8 - ' 2 " 4 - ' 3 " 8 - ' 1 C UP Vent Hood Range 3 A205 1 2 REMODELED KITCHEN 8' CLG WOOD " 6 - ' 4 " 2 / 1 3 - ' 8 EQ EQ 2 2' - 8"W x 6' - 8"H G N I T S X E I H " 8 - ' 6 x W " 6 - ' 2 G N I T S X E I H " 8 - ' 6 x W " 6 - ' 1 8 H " 8 - ' 6 x W " 8 - ' 2 G N I T S X E I H " 8 - ' 6 x W " 8 - ' 2 G N I T S X E I H " 8 - ' 6 x W " 8 - ' 2 EXISTING 2' - 6"W x 6' - 8"H BONUS ROOM 8' CLG WOOD 6 5' - 0"W x 6' - 8"H G N I T S X E I H " 8 - ' 6 x W " 0 - ' 6 F WOOD DECK 20' - 0" ATTIC ACCESS EXISTING 5' - 0"W x 6' - 8"H EXISTING 5' - 0"W x 6' - 8"H BEDROOM 8' CLG WOOD BEDROOM 8' CLG WOOD " 0 - ' 0 1 1' - 11 1/2" 6' - 9 1/2" 2' - 4" 3' - 10 3/4" 3' - 10 3/4" 3' - 4 1/2" 4' - 11" 4' - 1 1/2" 1' - 4 1/2" 1' - 0" 11' - 1" 10' - 2" 3' - 11 1/2" 12' - 5" 37' - 7 1/2" 2 A301 1 PROPOSED FIRST FLOOR PLAN 1/4" = 1'-0" " 2 / 1 0 - ' 3 1 " 2 / 1 2 - ' 2 1 " 2 / 1 0 1 - ' 2 " 2 / 1 8 - ' 4 1 " 0 1 - ' 2 4 " 4 - ' 6 " 2 / 1 8 - ' 6 " 1 1 - ' 1 " 0 1 - ' 7 " 2 / 1 5 - ' 2 " 7 - ' 0 1 " 2 / 1 1 - ' 4 EX EX EX EX FIN FLR 1 2 3 4 5 6 7 8 A B C D E F G H I FLOOR PLAN NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. CONTRACTOR SHALL FIELD VERIFY AND CORRELATE ALL DIMENSIONS ON THE JOBSITE. FIELD VERIFY AND USE DIMENSIONS AS INDICATED. DO NOT SCALE DIMENSIONS FROM THE DRAWINGS. CONTRACTOR TO LOCATE AND LAY OUT ALL WALLS AND PARTITIONS AS THEY RELATE TO THE STRUCTURE AND OTHER BUILDING ELEMENTS AS SHOWN ON THE DRAWINGS, AND IN CONFORMANCE WITH THE DESIGN CONCEPT AND INTENT. ALL FLOOR PLAN DIMENSIONS ARE TO THE FACE OF PLYWOOD SHEATHING OR GYPSUM BOARD AT WOOD FRAME EXTERIOR WALLS OR INTERIOR PARTITIONS OR FURRING ASSEMBLIES, THE FACE OF THE EXTERIOR/PERIMETER EDGE OF THE CONCRETE SLAB OR FOUNDATION WALLS, GRID LINES OR THE CENTER LINE OF COLUMNS AND BEAMS; THE FACE OF MASONRY WALLS OR VENEERS; THE FACE OF THE WINDOW FRAMES OR HOLLOW METAL DOOR FRAMES; THE EXPOSED FACADE OF WOOD DOOR FRAMES (JAMBS) AT NOMINAL DOOR OPENINGS; UNLESS NOTED OTHERWISE, (U.N.O). FLOOR PLAN DIMENSIONS AT THE EXTERIOR PERIMETER WALLS ARE TO THE FACE OF THE SHEARING (OSB, PLYWOOD, GYPSUM) AND THE EDGE OF THE CONCRETE SLAB FOUNDATION, AND DO NOT INCLUDE THE THICKNESS OF THE EXTERIOR FINISH MATERIALS; FIBER CEMENT OR WOOD SIDING AND TRIM; STUCCO OR CEMENT PLASTER AND/OR METAL WALL PANELS AND TRIM, OR OTHER MATERIALS AS INDICATED OR NOTED. FLOOR PLAN DIMENSIONS AT EXTERIOR PERIMETER CAVITY WALLS WITH MASONRY OR STONE VENEERS ARE TO THE FACE OF THE MASONRY OR STONE VENEERS AND THE EDGE OF THE CONCRETE SLAB FOUNDATION, UNLESS NOTED OR INDICATED OTHERWISE. DIMENSIONS NOTED AS CLR. (CLEAR) AND O.T.O (OUTSIDE TO OUTSIDE) ARE TO FINISH WALL OR PARTITIONS SURFACES. PROVIDE CONCEALED WOOD BLOCKING, WOOD SUPPORT FRAMEWORK AND BRACING, AND ALL MISC. WOOD NAILERS, ETC, AS REQUIRED. PROVIDE CONCEALED WOOD BLOCKING, CONTINUOUS, WHERE REQUIRED IN ALL WOOD STUD PARTITIONS FOR THE PROPER ANCHORAGE OF WALL ATTACHED ITEMS, SUCH AS MIRRORS, TOILET ACCESSORIES, FUTURE GRAB BARS, WALL HUNG AND BASE CABINETS, COUNTERTOPS, WALL HUNG LAVATORIES, CLOSET RODS, CLOSET LEDGER STRIPS AND SHELVES, METALS SHELF BRACKETS, OWNER PROVIDED CLOSET SYSTEM. ALL INTERIOR PARTITION WALLS EXTEND TO THE STRUCTURE OR BOTTOM OF CEILING/FLOOR FRAMING OR CEILING/ROOF FRAMING, UNLESS NOTED OR INDICATED OTHERWISE. ALL INTERIOR PARTITIONS THAT DO NOT EXTEND TO THE FRAMING SHALL BE BRACED TO THE STRUCTURE AS REQUIRED TO PREVENT MOVEMENT OR DEFLECTION. NOTIFY THE ARCHITECT IMMEDIATELY OF DISCREPANCIES IN THE DRAWINGS, BETWEEN THE DRAWINGS AND SPECIFICATIONS, OR BETWEEN THE DRAWINGS AND ACTUAL JOB CONDITIONS WHICH AFFECT THE EXECUTION OF THE WORK AS INTENDED.THE ARCHITECT WILL ISSUE A CLARIFICATION OR PREPARE ALTERNATE DOCUMENTS WHICH MAY BE REQUIRED. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES, FOR CHECKING AND COORDINATING ALL CONTRACT DOCUMENTS, SUBMITTALS, FIELD CONDITIONS AND DIMENSIONS FOR ACCURACY, AND CONFIRMING THAT THE WORK IS BUILDABLE AS SHOWN AND INTENDED, BEFORE PROCEEDING WITH CONSTRUCTION. IF THERE ARE QUESTIONS REGARDING THESE OR ANY OTHER COORDINATION ISSUES, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT REGARDING THE WORK, OR ANY RELATED WORK, IN QUESTION, BEFORE PROCEEDING WITH THE WORK. AREA QUANTITIES NOTED ON THE PLAN DRAWINGS ARE PROVIDED FOR INFORMATION PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL DIMENSIONS AND AREA CALCULATIONS UTILIZED TO DETERMINE HIS COSTS AND QUANTITIES NECESSARY TO PROVIDE ALL LABOR, MATERIALS, COMPONENTS, AND ACCESSORIES REQUIRED TO COMPLETE WORK. DIMENSIONS SHOWN ARE FOR NOMINAL OPENINGS; FRAMERS SHALL ALLOW ROUGH OPENING CLEARANCES ARE REQUIRED. Type Mark Width Height Count Comments DOOR SCHEDULE 3' - 0" 2' - 8" 2' - 8" 4' - 0" 8' - 0" 5' - 0" 1' - 6" 2' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 1 2 2 1 1 1 1 1 SINGLE PANEL EXTERIOR SOLID CORE EXTERIOR WOOD FRAME TEMP. GLASS INSERT INTERIOR SINGLE PANEL INTERIOR HOLLOW CORE BIFOLD BIFOLD EXTERIOR TEMPERED GLASS FRENCH DOORS INTERIOR SINGLE PANEL INTERIOR HOLLOW CORE POCKET DOOR; INT. SOLID CORE PTD. WOOD FLAT SLAB 3' - 0" 2' - 8" 2' - 8" 4' - 0" 8' - 0" 5' - 0" 1' - 6" 2' - 8" " 8 - ' 6 " 8 - ' 6 " 8 - ' 6 " 8 - ' 6 " 8 - ' 6 " 8 - ' 6 " 8 - ' 6 " 8 - ' 6 1 2 3 4 5 6 7 8 I EX Type Mark Width Height Sill Height Count Comments WINDOW SCHEDULE 3' - 0" 6' - 0" 2' - 0" 4' - 0" 6' - 0" 1' - 0" 4' - 0" 2' - 6" 2' - 6" 5' - 0" 2' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 1' - 0" 2' - 6" 4' - 6" 1' - 8" 5' - 0" 0' - 8" 0' - 8" 1' - 0" 0' - 8" 6' - 6" 4' - 2" 2' - 2" SINGLE HUNG, NEW, EGRESS SINGLE HUNG, NEW FIXED, NEW, TEMPERED FIXED, NEW, TEMPERED FIXED, NEW, TEMPERED FIXED, NEW, TEMPERED FIXED, NEW SINGLE HUNG, NEW FIXED, NEW 2 2 1 1 4 2 1 1 1 " 0 - ' 2 " 0 - ' 5 3' - 0" 6' - 0" 2' - 0" 4' - 0" 6' - 0" 1' - 0" 4' - 0" 2' - 6" 2' - 6" " 0 - ' 5 " 8 - ' 1 FIN FLR " 0 - ' 6 " 0 - ' 1 " 0 - ' 6 " 0 - ' 1 " 0 - ' 6 " 0 - ' 1 " 0 - ' 6 " 0 - ' 1 A B C D E F G H I " 0 - ' 1 " 6 - ' 6 " 6 - ' 2 " 6 - ' 4 " 6 - ' 4 " 2 - ' 2 N O I T A V O N E R E S U O H 3 0 7 8 7 X T , N I T S U A T S H T 4 1 T S E W 1 2 6 1 4926 Spicewood Springs RD Ste#105, Austin TX T: 512-822-5143 E: quickcaddesign@outlook.com 1/4" = 1'-0" 2023 - 09 A104 PROPOSED FIRST FLOOR PLAN 11' - 5 1/2" 3' RAILING 3' WALL " 0 - ' 6 " 2 / 1 7 - ' 7 " 0 - ' 6 " 5 - ' 4 Vent Hood W D " 7 - ' 2 5 ROOF OUTLINE " 2 / 1 7 - ' 4 " 6 1 / 7 1 - ' 5 DN 8' - 3 1/4" 3' - 3 1/4" 1 PROPOSED ROOF TOP DECK 1/4" = 1'-0" FLOOR PLAN NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. CONTRACTOR SHALL FIELD VERIFY AND CORRELATE ALL DIMENSIONS ON THE JOBSITE. FIELD VERIFY AND USE DIMENSIONS AS INDICATED. DO NOT SCALE DIMENSIONS FROM THE DRAWINGS. CONTRACTOR TO LOCATE AND LAY OUT ALL WALLS AND PARTITIONS AS THEY RELATE TO THE STRUCTURE AND OTHER BUILDING ELEMENTS AS SHOWN ON THE DRAWINGS, AND IN CONFORMANCE WITH THE DESIGN CONCEPT AND INTENT. ALL FLOOR PLAN DIMENSIONS ARE TO THE FACE OF PLYWOOD SHEATHING OR GYPSUM BOARD AT WOOD FRAME EXTERIOR WALLS OR INTERIOR PARTITIONS OR FURRING ASSEMBLIES, THE FACE OF THE EXTERIOR/PERIMETER EDGE OF THE CONCRETE SLAB OR FOUNDATION WALLS, GRID LINES OR THE CENTER LINE OF COLUMNS AND BEAMS; THE FACE OF MASONRY WALLS OR VENEERS; THE FACE OF THE WINDOW FRAMES OR HOLLOW METAL DOOR FRAMES; THE EXPOSED FACADE OF WOOD DOOR FRAMES (JAMBS) AT NOMINAL DOOR OPENINGS; UNLESS NOTED OTHERWISE, (U.N.O). FLOOR PLAN DIMENSIONS AT THE EXTERIOR PERIMETER WALLS ARE TO THE FACE OF THE SHEARING (OSB, PLYWOOD, GYPSUM) AND THE EDGE OF THE CONCRETE SLAB FOUNDATION, AND DO NOT INCLUDE THE THICKNESS OF THE EXTERIOR FINISH MATERIALS; FIBER CEMENT OR WOOD SIDING AND TRIM; STUCCO OR CEMENT PLASTER AND/OR METAL WALL PANELS AND TRIM, OR OTHER MATERIALS AS INDICATED OR NOTED. FLOOR PLAN DIMENSIONS AT EXTERIOR PERIMETER CAVITY WALLS WITH MASONRY OR STONE VENEERS ARE TO THE FACE OF THE MASONRY OR STONE VENEERS AND THE EDGE OF THE CONCRETE SLAB FOUNDATION, UNLESS NOTED OR INDICATED OTHERWISE. DIMENSIONS NOTED AS CLR. (CLEAR) AND O.T.O (OUTSIDE TO OUTSIDE) ARE TO FINISH WALL OR PARTITIONS SURFACES. PROVIDE CONCEALED WOOD BLOCKING, WOOD SUPPORT FRAMEWORK AND BRACING, AND ALL MISC. WOOD NAILERS, ETC, AS REQUIRED. PROVIDE CONCEALED WOOD BLOCKING, CONTINUOUS, WHERE REQUIRED IN ALL WOOD STUD PARTITIONS FOR THE PROPER ANCHORAGE OF WALL ATTACHED ITEMS, SUCH AS MIRRORS, TOILET ACCESSORIES, FUTURE GRAB BARS, WALL HUNG AND BASE CABINETS, COUNTERTOPS, WALL HUNG LAVATORIES, CLOSET RODS, CLOSET LEDGER STRIPS AND SHELVES, METALS SHELF BRACKETS, OWNER PROVIDED CLOSET SYSTEM. ALL INTERIOR PARTITION WALLS EXTEND TO THE STRUCTURE OR BOTTOM OF CEILING/FLOOR FRAMING OR CEILING/ROOF FRAMING, UNLESS NOTED OR INDICATED OTHERWISE. ALL INTERIOR PARTITIONS THAT DO NOT EXTEND TO THE FRAMING SHALL BE BRACED TO THE STRUCTURE AS REQUIRED TO PREVENT MOVEMENT OR DEFLECTION. NOTIFY THE ARCHITECT IMMEDIATELY OF DISCREPANCIES IN THE DRAWINGS, BETWEEN THE DRAWINGS AND SPECIFICATIONS, OR BETWEEN THE DRAWINGS AND ACTUAL JOB CONDITIONS WHICH AFFECT THE EXECUTION OF THE WORK AS INTENDED.THE ARCHITECT WILL ISSUE A CLARIFICATION OR PREPARE ALTERNATE DOCUMENTS WHICH MAY BE REQUIRED. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES, FOR CHECKING AND COORDINATING ALL CONTRACT DOCUMENTS, SUBMITTALS, FIELD CONDITIONS AND DIMENSIONS FOR ACCURACY, AND CONFIRMING THAT THE WORK IS BUILDABLE AS SHOWN AND INTENDED, BEFORE PROCEEDING WITH CONSTRUCTION. IF THERE ARE QUESTIONS REGARDING THESE OR ANY OTHER COORDINATION ISSUES, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT REGARDING THE WORK, OR ANY RELATED WORK, IN QUESTION, BEFORE PROCEEDING WITH THE WORK. AREA QUANTITIES NOTED ON THE PLAN DRAWINGS ARE PROVIDED FOR INFORMATION PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL DIMENSIONS AND AREA CALCULATIONS UTILIZED TO DETERMINE HIS COSTS AND QUANTITIES NECESSARY TO PROVIDE ALL LABOR, MATERIALS, COMPONENTS, AND ACCESSORIES REQUIRED TO COMPLETE WORK. DIMENSIONS SHOWN ARE FOR NOMINAL OPENINGS; FRAMERS SHALL ALLOW ROUGH OPENING CLEARANCES ARE REQUIRED. Type Mark Width Height Count Comments DOOR SCHEDULE 3' - 0" 2' - 8" 2' - 8" 4' - 0" 8' - 0" 5' - 0" 1' - 6" 2' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 1 2 2 1 1 1 1 1 SINGLE PANEL EXTERIOR SOLID CORE EXTERIOR WOOD FRAME TEMP. GLASS INSERT INTERIOR SINGLE PANEL INTERIOR HOLLOW CORE BIFOLD BIFOLD EXTERIOR TEMPERED GLASS FRENCH DOORS INTERIOR SINGLE PANEL INTERIOR HOLLOW CORE POCKET DOOR; INT. SOLID CORE PTD. WOOD FLAT SLAB 3' - 0" 2' - 8" 2' - 8" 4' - 0" 8' - 0" 5' - 0" 1' - 6" 2' - 8" " 8 - ' 6 " 8 - ' 6 " 8 - ' 6 " 8 - ' 6 " 8 - ' 6 " 8 - ' 6 " 8 - ' 6 " 8 - ' 6 1 2 3 4 5 6 7 8 Type Mark Width Height Sill Height Count Comments WINDOW SCHEDULE 5' - 0" 2' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 1' - 0" 2' - 6" 4' - 6" 1' - 8" 5' - 0" 0' - 8" 0' - 8" 1' - 0" 0' - 8" 6' - 6" 4' - 2" 2' - 2" SINGLE HUNG, NEW, EGRESS SINGLE HUNG, NEW FIXED, NEW, TEMPERED FIXED, NEW, TEMPERED FIXED, NEW, TEMPERED FIXED, NEW, TEMPERED FIXED, NEW SINGLE HUNG, NEW FIXED, NEW 3' - 0" 6' - 0" 2' - 0" 4' - 0" 6' - 0" 1' - 0" 4' - 0" 2' - 6" 2' - 6" 3' - 0" " 0 - ' 5 " 8 - ' 1 2 2 1 1 4 2 1 1 1 " 0 - ' 2 " 0 - ' 5 6' - 0" 2' - 0" 4' - 0" 6' - 0" 1' - 0" 4' - 0" 2' - 6" 2' - 6" " 0 - ' 6 " 0 - ' 1 " 0 - ' 6 " 0 - ' 1 " 0 - ' 6 " 0 - ' 1 " 0 - ' 6 " 0 - ' 1 " 0 - ' 1 " 6 - ' 6 " 6 - ' 2 " 6 - ' 4 " 6 - ' 4 " 2 - ' 2 A B C D E F G H I 1 2 3 4 5 6 7 8 A B C D E F G H I FIN FLR FIN FLR N O I T A V O N E R E S U O H 3 0 7 8 7 X T , N I T S U A T S H T 4 1 T S E W 1 2 6 1 4926 Spicewood Springs RD Ste#105, Austin TX T: 512-822-5143 E: quickcaddesign@outlook.com 1/4" = 1'-0" 2023 - 09 A105 PROPOSED SECOND FLOOR PLAN BUILDING OUTLINE S E L G N I H S " 2 1 / " 4 S E L G N I H S " 2 1 / " 4 4" / 12" SHINGLES S E L G N I H S " 2 1 / " 4 S E L G N I H S " 2 1 / " 4 1 EXISTING ROOF PLAN 3/8" = 1'-0" COMPLETED 2023 - 09 3/8" = 1'-0" N O I T A V O N E R E S U O H 3 0 7 8 7 X T , N I T S U A T S H T 4 1 T S E W 1 2 6 1 A106 EXISTING ROOF PLAN GENERAL ROOF LAYOUT NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. PITCHES TO BE AS NOTED ON PLANS HIPS, VALLEYS, AND RIDGES TO BE FRAMED ONE SIZE LARGER THAN RAFTERS ALL PLUMBING, APPLIANCE AND GAS VENTS TO VENT TO REAR OF ROOF RIDGE WHEREVER POSSIBLE. ALL VENTS TO BE GANGED TO THE FEWEST NUMBER POSSIBLE PENETRATING THE ROOF. ALL OVERHANGS TO BE 18" FROM THE FRAME WALL UNLESS NOTED OTHERWISE. U.N.O. ALL INTERIOR WALLS OF ONE STORY PLANS TO BE LOAD BEARING. ALL EXTERIOR OPENINGS TO BE LOAD BEARING. WHEN ENGINEERED TRUSSED TO BE USED, TRUSS DESIGN, AND DESIGN SPACING TO BE PER ENGINEERS SPECIFICATIONS. ALL WALLS OVER 10'-0" IN HEIGHT TO BE FRAMED WITH 2X6 STUDS. WALLS OVER 10'-0" THAT ARE NOT BUILT WITH 2X6 STUDS MUST BE BUILT WITH DOUBLE 2X4 STUDS AT 12" O.C. BUILDER ACCEPTS FULL RESPONSIBILITY FOR CHECKING PLANS TO ASSURE CONFORMITY TO CURRENT LOCAL BUILDING CODES. SHOULD ANY CHANGES BE MADE TO THESE PLANS BY BUILDER OR HIS REPRESENTATIVES WITHOUT CONTACTING THE DESIGNER, THE BUILDER WILL ACCEPT FULL LIABILITY FOR AMENDED PLANS. ALL LOAD BEARING HEADERS AND CONCEALED OR DROPPED BEAMS TO BE DESIGNED PER ENGINEER OR BUILDER. 40' - 7 1/2" BUILDING OUTLINE " 5 - ' 4 G N A H R E V O F O O R 4" / 12" STANDING SEAM 16" OC 2' - 0" ROOF OVERHANG " 2 / 1 4 - ' 0 2 1' - 0" ROOF OVERHANG Vent Hood 10' - 0" W D 4" / 12" STANDING SEAM 16" OC DOWNSPOUT GUTTER DOWNSPOUT " 4 / 1 9 - ' 8 2 " 2 - ' 3 1 " 4 / 1 9 - ' 7 4' - 6 1/2" 6' - 6 1/2" GUTTER 4' - 6 1/2" DOWNSPOUT 2' - 0" " 0 - ' 2 GUTTER 30' - 7 1/2" " 4 - ' 9 2 DN 1 PROPOSED ROOF PLAN 1/4" = 1'-0" COMPLETED 2023 - 09 1/4" = 1'-0" N O I T A V O N E R E S U O H 3 0 7 8 7 X T , N I T S U A T S H T 4 1 T S E W 1 2 6 1 A107 PROPOSED ROOF PLAN EX EX EX EX 1 EXISTING NORTH 3/8" = 1'-0" 2 EXISTING SOUTH 3/8" = 1'-0" EXISTING ROOF PEAK 15' - 11 1/4" HOUSE CEILING PLATE 8' - 0" FIRST FLOOR PLAN 0' - 0" EXISTING ROOF PEAK 15' - 11 1/4" HOUSE CEILING PLATE 8' - 0" FIRST FLOOR PLAN 0' - 0" SHINGLE VINYL FIBER CEMENT STANDING SEAM COMPLETED 2023 - 09 As indicated N O I T A V O N E R E S U O H 3 0 7 8 7 X T , N I T S U A T S H T 4 1 T S E W 1 2 6 1 A201 EXISTING NORTH / SOUTH ELEVATIONS EX EX EX EX EX 1 EXISTING EAST 3/8" = 1'-0" 2 EXISTING WEST 3/8" = 1'-0" EXISTING ROOF PEAK 15' - 11 1/4" HOUSE CEILING PLATE 8' - 0" FIRST FLOOR PLAN 0' - 0" EXISTING ROOF PEAK 15' - 11 1/4" HOUSE CEILING PLATE 8' - 0" FIRST FLOOR PLAN 0' - 0" SHINGLE VINYL FIBER CEMENT STANDING SEAM COMPLETED 2023 - 09 As indicated N O I T A V O N E R E S U O H 3 0 7 8 7 X T , N I T S U A T S H T 4 1 T S E W 1 2 6 1 A202 EXISTING EAST / WEST ELEVATIONS E E E E C D F F EX I 1 PROPOSED NORTH 3/8" = 1'-0" 2 PROPOSED SOUTH 3/8" = 1'-0" ROOF PEAK 21' - 8 1/2" PROPOSED ROOF TOP DECK 9' - 6" HOUSE CEILING PLATE 8' - 0" FIRST FLOOR PLAN 0' - 0" ROOF PEAK 21' - 8 1/2" PROPOSED ROOF TOP DECK 9' - 6" HOUSE CEILING PLATE 8' - 0" FIRST FLOOR PLAN 0' - 0" SHINGLE VINYL FIBER CEMENT STANDING SEAM COMPLETED 2023 - 09 As indicated N O I T A V O N E R E S U O H 3 0 7 8 7 X T , N I T S U A T S H T 4 1 T S E W 1 2 6 1 A203 PROPOSED NORTH / SOUTH ELEVATIONS EX EX EX EX B B H G A A 1 PROPOSED EAST 3/8" = 1'-0" 2 PROPOSED WEST 3/8" = 1'-0" ROOF PEAK 21' - 8 1/2" PROPOSED ROOF TOP DECK 9' - 6" HOUSE CEILING PLATE 8' - 0" FIRST FLOOR PLAN 0' - 0" PROPOSED ROOF TOP DECK 9' - 6" HOUSE CEILING PLATE 8' - 0" FIRST FLOOR PLAN 0' - 0" ROOF PEAK 21' - 8 1/2" SHINGLE VINYL FIBER CEMENT STANDING SEAM COMPLETED 2023 - 09 As indicated N O I T A V O N E R E S U O H 3 0 7 8 7 X T , N I T S U A T S H T 4 1 T S E W 1 2 6 1 A204 PROPOSED EAST / WEST ELEVATIONS 1 A501 1 Section 7 3/8" = 1'-0" 2 Section 8 3/8" = 1'-0" A A G H B B ROOF PEAK 21' - 8 1/2" PROPOSED ROOF TOP DECK 9' - 6" HOUSE CEILING PLATE 8' - 0" FIRST FLOOR PLAN 0' - 0" ROOF PEAK 21' - 8 1/2" 2 A501 PROPOSED ROOF TOP DECK 9' - 6" HOUSE CEILING PLATE 8' - 0" FIRST FLOOR PLAN 0' - 0" COMPLETED 2023 - 09 3/8" = 1'-0" N O I T A V O N E R E S U O H 3 0 7 8 7 X T , N I T S U A T S H T 4 1 T S E W 1 2 6 1 A301 SECTIONS COMPLETED 2023 - 09 N O I T A V O N E R E S U O H 3 0 7 8 7 X T , N I T S U A T S H T 4 1 T S E W 1 2 6 1 A901 RENDERS COMPLETED 2023 - 09 N O I T A V O N E R E S U O H 3 0 7 8 7 X T , N I T S U A T S H T 4 1 T S E W 1 2 6 1 A902 RENDERS DOOR & WINDOWS NOTES GENERAL CONTRACTOR NOTES 2017 NEC GFCI REQUIREMENTS FOR DWELLING UNITS 1. 2. 3. 4. 5. 6. 7. 1. 2. 3. 4. 5. 6. • • 1. 2. 3. 4. 5. 6. 7. ALL DOORS AND WINDOWS MUST COMPLY WITH CURRENT BUILDING CODES. ALL INTERIOR DOORS 6'8 HOLLOWS EVERY BEDROOM SHALL BE PROVIDED WITH AN EGRESS WINDOW WITH A SILL FINISH HEIGHT NOT GREATER THAN 44" ABOVE THE FINISH FLOOR HEIGHT AND SHALL HAVE A MINIMUM OPEN AREA OF 5.7 SQFT. EGRESS WINDOWS SHALL NOT HAVE AN OPERABLE AREA LESS THAN 20"WIDE OR 24" HIGH. DOORS BETWEEN GARAGE AND LIVING AREA SHALL BE 1- 3/4" TIGHT FITTING SOLID CORE DOORS WITH A RATING OF 60 MINUTES. DOORS SHALL BE SELF CLOSING. EXTERIOR EXIT DOORS WILL BE 36" MIN. NET CLEAR DOORWAY SHALL BE 32" MIN. DOORS SHALL BE OPERABLE FROM INSIDE WITH OUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. GLAZING IN DOORS SHALL BE DUAL PANE SAFETY GLASS. GLAZING/WINDOWS NOTES GLAZING IN SIDE HINGED DOORS EXCEPT JALOUSIES. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOORS ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOORS ASSEMBLIES. GLAZING IN STORM DOORS GLAZING IN ALL UNFRAMED SWINGING DOORS. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITH-IN A 24 INCH ARC OF THE DOOR IN A CLOSED POSITION. AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES FROM THE FLOOR OR WALKING SURFACE. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL OTHER THAN THOSE LOCATIONS DESCRIBED ABOVE, THAT MEETS ALL THE FOLLOWING CONDITIONS. EXPOSED ARE OF AN INDIVIDUAL PANE GREATER THAN 9 SQ FT. TOP EDGE GREATER THAN 36" ABOVE FINISHED FLOOR. ELECTRICAL NOTES ALL INSTALLATION TO BE IN ACCORDANCE WITH LOCAL CODES AND THE NATIONAL ELECTRICAL CODE. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMITS AND INSPECTIONS. CONVENIENCE OUTLETS TO BE MOUNTED AT 14" A.F.F OUTLETS MOUNTED ABOVE CABINETS TO BE 6" ABOVE THE NOMINAL WORKING SURFACE AREA. SPECIALTY OUTLETS AS NOTED OR ACCORDING TO STANDARD PRACTICE. REFRIGERATOR AND APPLIANCES OUTLETS SHALL BE AT 44" A.F.F BATHROOM OUTLETS LABELED CT SHALL BE MOUNTED 6" ABOVE COUNTER. SWITCH BOXES TO BE MOUNTED 48" A.F.F TO CENTERLINE OF BOX CLUSTER. MICROWAVE OUTLETS SHALL BE 20AMP. SEPARATE. ATTIC LIGHT SWITCH BOX TO BE MOUNTED AT 84" A.F.F. ATTIC LIGHTS SWITCH TO BE KEYLESS FIXTURE WITH INTEGRATED CONVENIENCE OUTLET LOCATED CONVENIENT TO ACCESS. WASHER TO HAVE SEPARATE 20 AMP DUPLEX OUTLET AT 44" A.F.F DRYER TO HAVE SEPARATE 220V 30AMP SINGLE OUTLET AT 44" A.F.F ALL EXTERIOR OUTLETS TO BE GFCI AND WEATHERED PROTECTED. TELEPHONE OUTLETS: PROVIDE BOX AT 14" A.F.FOR 6" ABOVE COUNTER. CABLE OUTLETS: PROVIDE BOX AT 14" A.F.F OR 6" ABOVE COUNTER. SMOKE ALARMS SHALL COMPLY W/NFPA72 & SECTION R314 OF THE INTERNATIONAL RESIDENTIAL CODE. 8. 9. 10. 11. 12. 13. 14. 15. 16. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. THESE PLANS ARE INTENDED TO PROVIDE THE BASIC CONSTRUCTION INFORMATION NECESSARY TO CONSTRUCT THIS STRUCTURE.THESE PLANS MUST BE FIELD VERIFIED AND CHECKED COMPLETELY BY THE GENERAL CONTRACTOR OR SUB-CONTRACTOR IN AUTHORITY FOR THE JOB. ANY DISCREPANCIES, ERROR, AND/OR OMISSION IF FOUND IS TO BE BROUGHT IMMEDIATELY TO THE ATTENTION OF THE DESIGNER PRIOR TO COMMENCING CONSTRUCTION,WORK, OF PURCHASE MADE. ALL CODES, ORDINANCES, AND REQUIREMENTS FEDERAL, STATE, AND LOCAL, TAKE PRECEDENT OVER ANY PART OF THESE DOCUMENTS, WHICH MAY CONFLICT WITH THESE AGENCIES RULES AND OR REGULATIONS AND MUST BE ADHERED TO BEFORE AND DURING CONSTRUCTION. ALL NOTES & DRAWINGS SHALL COMPLY WITH THE INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO FAMILY DWELLINGS AS PRODUCED BY THE INTERNATIONAL CODE COUNCIL. ALL REFERENCES WERE/ARE TAKEN FORM THE 2021 ISSUE. UNLESS OTHER WISE PERMITTED OR REQUIRED BY THE DRYER MFG, INSTALLATION INSTRUCTION OR APPROVED BY THE BLDG OFFICIAL DOMESTIC DRYER MOISTURE EXHAUST DUCTS SHALL NOT EXCEED A TOTAL COMBINED HORIZONTAL AND VERTICAL LENGTH OF A 14' INCLUDING TWO 90 D ELBOWS IN EXCESS OF TWO. ATTIC ACCESS ARE PROVIDED ON PLANS TO SERVICES MECH. EQUIPMENT AND LIMITED LIGHT STORAGE BUT IN NO CASE SHALL THE COMBINED DECK ATTIC AREAS EXCEED 500 PSF. SHOWER STALLS TO BE TILED FLOOR TO CEILING. PROVIDE VENTILATION AT ALL BATHS AND UTILITY ROOM THROUGH NATURAL OR MECHANICAL MEANS AND COMPLY WITH R303.3 AND R303.4. APPROVED SMOKE DETECTORS LOCATIONS SHALL COMPLY WITH SECTION R314. IF AN ENGINEER STAMP/PLANS HAVE BEEN SUPPLIED BY OTHER AND ARE PRESENT. THE ENGINEER OF RECORD SHALL BEAR ALL STRUCTURAL RESPONSIBILITIES OF THE STRUCTURE CONTAINED HEREIN. ALL ANGLES TO BE 45 D UNLESS NOTED OTHERWISE. DIMENSIONS SHOWN ON THE FLOOR PLAN ARE NOMINAL, SLIGHT FIELD ADJUSTMENTS MAY BE NECESSARY TO ALLOW FOR ACTUAL MATERIAL SIZES AND PRACTICALITY OF THE CONVENTIONAL CONSTRUCTION METHODS. DETAILS AND NOTES NOT PROVIDED WITH THE DRAWINGS SHOULD BE PROVIDED BY THE MFG. ALL AGREEMENTS AS OUT IN THE CONSTRUCTION AGREEMENT SHALL HOLD PRECEDENCE OVER ANY SPECIFICATIONS AS OUTLINED OR DEFINED IN THESE DRAWINGS. ANY WORK COMPLETED BY ANY SUBCONTRACTOR SHALL BE ONLY CONDUCTED UPON A WRITTEN AGREEMENT/CONTRACT BETWEEN THE BUILDER AND SAID SUBCONTRACTOR WITH THE FULL SCOPE OF WORK TO BE COMPLETED DULY NOTE IN THE PROPOSAL. IN ADDITION THE AGREEMENT/CONTRACT SHALL ALSO STATE EXACT COSTS TO BE INCURRED AND FULL DRAW AND PAYMENT INSTRUCTIONS/DEMANDS. NO SUBCONTRACT SHALL CHANGE ANY SPECIFICATION AS DEFINED BY THESE DRAWINGS WITHOUT THE WRITTEN CONSENT FROM BOTH THE OWNER AND BUILDER. BUILDER SHALL NOTE THE FOLLOWING SPECIFIC CONSTRUCTION GUIDELINES IN ADDITION TO THE GENERAL NOTES SUPPLIED IN THESE DRAWINGS. • • • • • • ALL WINDOWS SHALL BE APPROVED LOW E GLASS FURNACES INSTALLED SHALL MEET A MINIMUM OF AN 80% AFUE RATING ALL AIR CONDITIONING SYSTEMS SHALL BE A MINIMUM OF 12 SEER UNITS AS PER 2021 INTERNATIONAL ENERGY CONSERVATION CODE IECC. MECHANICAL DUCTING REFER TO 2021 IECC REQUIREMENTS. ALL EXTERIOR WALLS SHALL BE A MINIMUM OR R-13 INSULATION. ALL CLOSED DOOR ROOMS SHALL RECEIVED A RETURNED AIR GRILL FOR PROPER AIR CIRCULATION. ARTICLE 210.8 STATES THAT GROUND FAULT INTERRUPTERS SHALL BE USED FOR ALL 125 VOLT SINGLE PHASE 15 AND 20 AMP RECEPTACLES IN THE FOLLOWING LOCATIONS. BATHROOM: ALL RECEPTACLES EXCEPTIONS: RECEPTACLES SUPPLYING ONLY PERMANENTLY INSTALLED FIRE ALARM OR BURGLAR ALARM SYSTEM, RECEPTACLES THAT ARE NOT READILY ACCESSIBLE, RECEPTACLES ON A DEDICATED CIRCUIT AND LABELED FOR USED WITH A PLUG-IN EQUIPMENT. KITCHENS: ALL RECEPTACLES SERVING COUNTERTOP AREAS AND ANY RECEPTACLE WITHIN 4 FEET OF A SINK. LAUNDRY, UTILITY, AND WET BARS: WHERE RECEPTACLES ARE PLACED WITHIN SIX FEET OF THE OUTSIDE EDGE OF THE SINK. CODES TO FOLLOW INTERNATIONAL BUILDING CODE 2021 INTERNATIONAL RESIDENTIAL CODE 2021 INTERNATIONAL ENERGY CONSERVATION CODE 2021 INTERNATIONAL FIRE CODE 2021 UNIFORM MECHANICAL CODE 2021 UNIFORM PLUMBING CODE 2021 NATIONAL ELECTRICAL CODE 2020 AMERICAN NATIONAL STANDARD ACCESSIBLE & USABLE • • • • • • • • • • • • COMPLETED 2023 - 09 N O I T A V O N E R E S U O H 3 0 7 8 7 X T , N I T S U A T S H T 4 1 T S E W 1 2 6 1 G1 GENERAL NOTES