12.1 - 1210 W 12th St - Drawings — original pdf

Backup

LEGAL DESCRIPTION TREE PROTECTION NOTES A PORTION OF OUTLOT 7, DIVISION "Z", CITY OF AUSTIN, TRAVIS COUNTY, TEXAS, AND BEING THAT SAME TRACT OF LAND DESCRIBED IN VOLUME 13330, PAGE 2704, REAL PROPERTY RECORDS OF TRAVIS COUNTY, TEXAS. SURVEY PREPARED ON MAY 22, 2025 PREPARED BY: ALL POINTS SURVEYING 1714 FORTVIEW ROAD, SUITE 200 AUSTIN, TEXAS 78704 512 440 0071 SURVEY PREPARED BY: ROGER L. WAY REGISTERED PROFESSIONAL LAND SURVEYOR REGISTRATION NO. 3910 1. 2. 3. 4. 5. 2 CRITICAL ROOT ZONES. TREE PROTECTION FENCING PROVIDE MINIMUM 5' (FIVE FEET) HIGH CHAIN LINK MESH FENCING AROUND 1 SHOULD BE EXTENDED TO THE FULL AVAILABLE CRITICAL ROOT ZONE (CRZ) OF ALL PROTECTED TREES (19-INCHES OR GREATER IN DIAMETER). ANY AREA OF THE FULL CRITICAL ROOT ZONE THAT IS NOT FENCED WILL BE ALLOCATED 8 INCHES OF NATURAL WOOD MULCH. DECKING (PLYWOOD OR SIMILAR) IS REQUIRED WHEN MULCH IS USED WITHIN THE HALF CRITICAL ROOT ZONE AND IS NOT PROTECTED BY FENCING. INSTALL TRUNK WRAP (2X4 LUMBER) WHENEVER PROTECTIVE FENCING IS 5 FEET OR LESS FROM THE TRUNK OF THE TREE. POSTS FOR THE FENCING SHALL BE SPACED A MAXIMUM OF 8' (EIGHT FEET APART). DETERMINING CRITICAL ROOT ZONES: AS AN EXAMPLE, A TREE WITH A 20" (TWENTY INCH) DIAMETER TRUNK HAS A CRITICAL ROOT ZONE OF 20' (TWENTY FEET) AND A 1 FEET). TREES SHALL BE PROTECTED PRIOR TO ANY MOBILIZATION ON SITE. NO WORK SHALL BE DONE WITHIN THE 1 2 CRITICAL ROOT ZONES OF THESE TREES, INCLUDING STAGING OR STORING OF ANY MATERIALS. A CERTIFIED ARBORIST SHALL BE RETAINED BY THE GENERAL CONTRACTOR TO MONITOR THE HEALTH OF ALL TREES FOR THE ENTIRE DURATION OF CONSTRUCTION. 2 CRITICAL ROOT ZONE OF 10' (TEN FIRE PROTECTION NOTES GENERAL NOTES PLANS FOR A FULL RESIDENTIAL SPRINKLER SYSTEM DESIGNED, INSTALLED, AND TESTED IN ACCORDANCE WITH THE 2019 NFPA 13D OR THE 2024 IRC P2904 STANDARDS SHALL BE PRESENTED TO THE OWNER. THE PLANS FOR THE SPRINKLER SYSTEM MUST BE DESIGNED AND INSTALLED BY A TEXAS LICENSED SPRINKLER CONTRACTOR FOR NFPA 13D SYSTEMS OR A TEXAS LICENSED PLUMBER WITH THE MULTIPURPOSE RESIDENTIAL FIRE PROTECTION SPRINKLER SPECIALIST (MRFPSS) ENDORSEMENT. THE SPRINKLER PLANS MUST BE SUBMITTED, REVIEWED, APPROVED, TESTED AND INSPECTED BY AFD PRIOR TO COVERING THE WALLS AND CEILINGS. A FLOW TEST OF THE MOST DEMANDING AREA WILL BE REQUIRED. THE FIRE RISER OF THE SPRINKLER SYSTEM MUST BE LOCATED WITHIN THE INSULATED CONDITIONED BUILDING ENVELOPE. CURRENTLY ADOPTED CODES FLOOD HAZARD AREAS - (CHAPTER 25-12, ARTICLE 3) 2021 INTERNATIONAL BUILDING CODE (IBC) 2024 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) 2024 INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2024 INTERNATIONAL FIRE CODE (IFC) 2024 INTERNATIONAL PROPERTY MAINTENANCE CODE (IPMC) 2024 INTERNATIONAL RESIDENTIAL CODE (IRC) 2024 1. 2. 3. 4. 5. 6. 7. 8. NTERNATIONAL SWIMMING POOL AND SPA CODE (ISPSC) 2024 9. 10. NATIONAL ELECTRICAL CODE (NEC) 2023 11. UNIFORM MECHANICAL CODE (UMC) 2024 12. UNIFORM PLUMBING CODE (UPC) 2024 13. 2024 CITY OF AUSTIN LOCAL AMENDMENTS INTERNATIONAL WILDLAND-URBAN INTERFACE CODE (IWUIC) 2024 1. SEE LANDSCAPE FOR ALL GRADING, DRAINAGE, WATER RETENTION AND DRAIN INLET/OUTLET LOCATIONS. 2. DRAINAGE WILL NOT ADVERSELY IMPACT ADJOINING LOTS AND ANY DRAINAGE THAT EXITS THE LOT ONTO AN ADJOINING PROPERTY WILL BE DIRECTED TO A COMMON PROPERTY PIN. 3. NEW ELECTRICAL SERVICE TO HOUSE SHALL BE BURIED. 4. PROVIDE TREE PROTECTION INCLUDING AROUND TRUNKS AND AT 50% CRITICAL ROOT ZONES AS REQUIRED. 5. THE CONTRACTOR SHALL RETAIN THE SERVICES OF A CERTIFIED ARBORIST TO MAINTAIN THE HEALTH OF ALL TREES DURING THE COURSE OF CONSTRUCTION. 6. VERIFY ALL HARDSCAPE INCLUDING DRIVES, PARKING AREAS, WALLS, STEPS AND WALKS WITH LANDSCAPE ARCHITECT. 7. VERIFY POOL AND SPA INCLUDING EQUIPMENT LOCATIONS WITH LANDSCAPE ARCHITECT. 8. THE CONTRACTOR IS ENCOURAGED TO HIRE A WATERPROOFING CONSULTANT TO DIRECT THE MEANS AND METHODS OF WATERPROOFING ALL PORTIONS OF THE PROJECT. 9. RETAINING WALLS ARE NOT TO EXCEED 1'-0" ABOVE THE MATERIAL BEING RETAINED, TYP. SAFETY NOTES PROVIDE SMOKE DETECTOR SYSTEM (HARDWIRED, INTERCONNECTED, BATTERY BACK-UP) AT EACH SLEEPING ROOM AND VICINITY IN ACCORDANCE WITH IRC R314. PROVIDE CARBON MONOXIDE DETECTOR IN IMMEDIATE VICINITY OF SLEEPING ROOMS IN ACCORDANCE WITH IRC R315. Issue Permit Set Date 03-20-26 Notes The Contractor is responsible for confirming and correcting dimensions at the job site; the means, methods, techniques, sequences, or procedures of construction; and for safety precautions in connection with the Project. LEGEND AUSTIN ENVIRONMENTAL CRITERIA MANUAL TREE LEGEND TAG NO. TRUNK DIA. 1/4 CRZ 1/2 CRZ FULL CRZ NOTE 8990 TO BE REMOVED PROPOSED CONSTRUCTION DISTURBS LESS THAN 50% OF THE FULL CRZ AREA OF ALL PROTECTED TREES ON SITE, PER CITY OF AUSTIN CODE TREE LIST 100 39" 107 19" 120 43" 2T 121 29" 123 19" 124 22" BURR OAK PECAN LIVE OAK LIVE OAK ELM LIVE OAK BUILDING FOOTPRINT 8" MULCH AND PLYWOOD DECKING FOR TREE PROTECTION SILT FENCE TREE PROTECTION FENCE // X LU AC EM G WOOD FENCE WIRE FENCE UTILITY LINE A/C UNIT ELEC. METER GAS METER IRON ROD FND. CALCULATED POINT SPINDLE FND. UTILITY POLE NOTE NOTE PROPOSED AND EXISTING CONSTRUCTION DISTURBS LESS THAN 50% OF THE FULL CRZ AREA OF ALL PROTECTED TREES ON SITE, PER CITY OF AUSTIN CODE: TREE # DISTURBED TOTAL CRZ 4,778.36 S.F. 100 1,134.11 S.F. 107 5,674.50 S.F. 120 2,642.07 S.F. 121 1,134.11 S.F. 123 1,569.36 S.F. 484.74 S.F. 1,655.20 S.F. 379.27 S.F. 117.86 S.F. PERCENT 32.84% 42.74% 29.17% 14.36% 10.39% EXISTING HARDSCAPE WITHIN CRITICAL ROOTING AREAS SHALL BE REMOVED USING HAND TOOL TO MINIMIZE COMPACTION AND ROOT DISTURBANCE. TREE SURVEY NOTES CRITICAL ROOT ZONES (TREE CIRCLES) ARE SHOWN USING THE COA FORMULA FOR SINGLE AND MULTI TRUNK TREES. THE SPECIES OF TREES SHOWN WERE DETERMINED TO THE BEST OF (SURVEYOR'S) ABILITIES BY ON THE GROUND SURVEY CREW, NOT A CERTIFIED ARBORIST. CONSULT A CERTIFIED ARBORIST FOR FINAL DETERMINATION OF SPECIES. NOTE ABOUT DEAD TREES: IF THE TREE APPEARED TO BE DEAD, THEN IT HAS BEEN NOTED AS DEAD; HOWEVER, SUCH DETERMINATION IS SUBJECT TO VERIFICATION BY A QUALIFIED ARBORIST. SPOT ELEVATION AT INTERSECTION OF RIGHT SIDE PROPERTY LINE AND PORTION 4 = 559.75' SPOT ELEVATION AT INTERSECTION OF RIGHT SIDE PROPERTY LINE AND PORTION 3 = 560.00' CONCRETE PAD, A/C UNIT AND SPACE FOR GENERATOR LOWEST POINT OF ADJACENT GRADE = 560.00' EXISTING BUILDINGS CONSTRUCTION DUMPSTER SPOT ELEVATION AT INTERSECTION OF RIGHT SIDE PROPERTY LINE AND PORTION 2 = 560.00' MATERIAL STORAGE AREA CANTILEVERED STAIRS NEW DRIVE CONCRETE RUNNERS SPOT ELEVATION AT INTERSECTION OF RIGHT SIDE PROPERTY LINE AND PORTION 1 = 560.00' SPOT ELEVATION AT INTERSECTION OF FRONT BUILDING LINE AND RIGHT SIDE PROPERTY LINE = 560.00' RELOCATED UTILITY LINE, VERIFY " 2 I 4 N O T R O P 1 3 - ' 2 I 3 N O T R O P " 0 - ' 0 4 I 2 N O T R O P " 0 - ' 0 4 I 1 N O T R O P " 0 - ' 0 4 E.C.M. 3.6.2. - TREE + NATURAL AREA PROTECTION STANDARD PLAN NOTE THE FOLLOWING PLAN NOTE SUMMARIZES THE CONTENTS OF THE ENVIRONMENTAL CRITERIA MANUAL AS IT RELATES TO TREE PROTECTION ON SITES WITH ACTIVE PERMITS: BEFORE CONSTRUCTION: ALL TREES AND NATURAL AREAS SHOWN ON PLAN TO BE PRESERVED SHALL BE PROTECTED PER ECM 3.6.1. TREE PROTECTION SHALL BE INSTALLED PRIOR TO THE START OF ANY SITE WORK, INCLUDING DEMOLITION OR SITE PREPARATION. REFER TO ECM 3.6.1.A. FENCING FOR TREE PROTECTION SHALL BE CHAIN-LINK MESH WITH A MINIMUM HEIGHT OF 5 FEET AND SHALL BE INSTALLED AROUND OR BEYOND THE CRITICAL ROOT ZONE EXCEPT AS ALLOWED IN ECM 3.6.1.B.4. UNFENCED SECTIONS OF THE CRITICAL ROOT ZONE SHALL BE COVERED WITH MULCH AT A MINIMUM DEPTH OF 8 INCHES AND A MAXIMUM DEPTH OF 12 INCHES PER ECM 3.6.1.C. WHERE FENCING IS LOCATED 5 FEET OR LESS FROM THE TRUNK OF A PRESERVED TREE, TRUNK WRAPPING SHALL BE INSTALLED PER ECM 3.6.1.D. EROSION AND SEDIMENTATION CONTROLS SHALL BE INSTALLED AND MAINTAINED SO AS NOT TO CAUSE IMPACTS THAT EXCEED PRESERVATION CRITERIA LISTED IN ECM 3.5.3.D. DURING CONSTRUCTION: TREES APPROVED FOR REMOVAL SHALL BE REMOVED IN A MANNER THAT DOES NOT EXCEED PRESERVATION CRITERIA FOR THE TREES TO REMAIN. REFER TO ECM 3.5.2 A. FENCING MAY NOT BE TEMPORARILY MOVED OR REMOVED DURING DEVELOPMENT WITHOUT PRIOR AUTHORIZATION. THE FENCED CRITICAL ROOT ZONE SHALL NOT BE USED FOR TOOL OR MATERIAL STORAGE OF ANY KIND AND SHALL BE KEPT FREE OF LITTER. REFER TO ECM 3.6.1.B.3. PRUNING SHALL BE IN COMPLIANCE WITH THE CURRENT ANSI A300 STANDARD FOR TREE CARE. AFTER CONSTRUCTION: TREE PROTECTION SHALL BE REMOVED AT THE END OF THE PROJECT AFTER ALL CONSTRUCTION AND FINAL GRADING IS COMPLETE, BUT BEFORE FINAL INSPECTION. REFER TO ECM 3.6.1.A. LANDSCAPE INSTALLATION WITHIN THE CRZ OF PRESERVED TREES, INCLUDING IRRIGATION, SOIL AND PLANTINGS, SHALL NOT EXCEED PRESERVATION CRITERIA LISTED IN ECM 3.5.2. DOCUMENTATION OF TREE WORK PERFORMED MUST BE PROVIDED TO INSPECTOR PER ECM APPENDIX P-6. THIS LIST IS NOT EXHAUSTIVE. REFER TO APPROPRIATE ECM SECTIONS FOR FULL REQUIREMENTS. WINDSOR OAKS CONDOMINIUMS VOL. 12719, PG. 560 16'-21 4" S 60°07'55" E 74.03' 10' REAR SETBACK " 14 12'-9 24° 1 2 CRZ 1 4 CRZ 123 561 FULL CRZ 44° FULL CRZ 1 2 CRZ 121 1 4 CRZ PLANTER SEE LANDSCAPE ARCHITECT 20° 560 FULL CRZ 1 2 CRZ 124 1 4 CRZ CORNER OF EXISTING FOOTPRINT. NEW PIER TO BE OF EQUAL SIZE AND DEPTH OF EXISTING AND NO GREATER. AGMK WALKER PROPERTIES, LTD DOC. 2008012017 1 4 CRZ 1 2 CRZ 7 3'- 83 4" PROPOSED 2-CAR CARPORT CONCRETE F.F.E. = 562.00' K C A B T E S E D S I ' 5 1'-81 2" MOTOR COURT CONCRETE R6'-6" 1 2 CRZ FULL CRZ UL 107 1 4 CRZ " 6 - ' 6 UL 120 SCREENED PORCH BBQ 560 K C A B T E S E D S I ' 5 PROPOSED RESIDENCE F.F.E. = 562.00' G EM SIMON ATKINSON VOL. 12811, PG. 1635 UL UL UL ' . 5 3 0 5 1 UL W UL ' " 7 3 2 5 ° 9 2 S ' . 4 7 0 5 1 E " 6 3 3 3 ° 9 2 N ' UL UL 29° UL UL UL UL 100 UL UL 0 6 5 3 2'-41 2" " 14° 4 3 3 - ' 9 2 5 1 ° 25' FRONT SETBACK ° 6 3 WALK GRAVEL " 36'-314 47'-111 2" N 60°26'24" W 73.20' WALK CONCRETE UL UL UL UL UL UL UL 1210 W. 12TH STREET (50' R.O.W.) I 4 N O T R O P " 4 1 3 - ' 2 I 3 N O T R O P " 0 - ' 0 4 I 2 N O T R O P " 0 - ' 0 4 I 1 N O T R O P " 0 - ' 0 4 SPOT ELEVATION AT INTERSECTION OF LEFT SIDE PROPERTY LINE AND PORTION 4 = 560.25' SPOT ELEVATION AT INTERSECTION OF LEFT SIDE PROPERTY LINE AND PORTION 3 = 560.67' WOOD STAIRS HIGHEST POINT OF ADJACENT GRADE = 560.83' SPOT ELEVATION AT INTERSECTION OF LEFT SIDE PROPERTY LINE AND PORTION 2 = 560.00' SPOT ELEVATION AT INTERSECTION OF LEFT SIDE PROPERTY LINE AND PORTION 1 = 560.00' FULL CRZ A/C PAD & UNIT ENTRY PORCH SUBCHAPTER F BUILDING LINE SPOT ELEVATION AT INTERSECTION OF FRONT BUILDING LINE AND LEFT SIDE PROPERTY LINE = 559.75' PAINT AND CONCRETE WASHOUT AREAS PORTABLE TOILET 1 4 CRZ EXISTING DRIVE TO REMAIN CONCRETE RUNNERS DRAINAGE, TYP. EXISTING CONCRETE WALL UL UL 1 2 CRZ 559 UL FULL CRZ TREE PROTECTION FENCING (5-FOOT CHAIN-LINK FENCE) SHALL BE INSTALLED AROUND OR BEYOND FULL CRITICAL ROOT ZONE (CRZ) OF ALL PRESERVED TREES. ANY AREA OF THE FULL CRITICAL ROOT ZONE THAT IS NOT FENCED WILL BE ALLOCATED 8 INCHES OF NATURAL WOOD MULCH. DECKING (PLYWOOD OR SIMILAR) IS REQUIRED WHEN MULCH IS USED WITHIN THE HALF CRITICAL ROOT ZONE AND IS NOT PROTECTED BY FENCING. INSTALL TRUNK WRAP (2X4 LUMBER) WHENEVER PROTECTIVE FENCING IS 5 FEET OR LESS FROM THE TRUNK OF THE TREE, TYP. PROVIDE MULCH AND PLYWOOD DECKING UNDER SCREENED PORCH AND CANTILEVERED STAIR AS REQUIRED GISTERED ARCHIT E C T E R S T AT E FO SA XET 03-20-2026 e c n e d i s e R e t t a r b l i W t e e r t S h t 2 1 . W 0 1 2 1 3 0 7 8 7 s a x e T , n i t s u A Construction Documents Site Plan + Survey Issue Date 03-20-26 Scale 1"=20'-0" A-2.0 1 SURVEY SCALE: 1" = 20'-0" N 2 SITE PLAN SCALE: 1" = 20'-0" SITE PLAN + SURVEY SCALE: 1" = 20'-0" Issue Permit Set Date 03-20-26 Notes The Contractor is responsible for confirming and correcting dimensions at the job site; the means, methods, techniques, sequences, or procedures of construction; and for safety precautions in connection with the Project. 3'-10" 15'-31 2" 11'-51 2" 6'-31 2" 10'-41 2" 10'-11 4" 3'-81 4" 43 4" 33'-01 2" 24'-61 2" 57'-7" 1/A-4.1 CL 4+5 A-7.1 6 A-7.1 8'-0" " 6 - ' 3 TUB STORAGE 2 STORAGE 3 " 1 1 - ' 2 " 0 - ' 6 , " 3 - ' 1 . P Y T PRIMARY BEDROOM HER CLOS. HIS CLOS. PRIMARY BATH SHOWER PRIMARY LAUNDRY W.C. PRIMARY HALL SD/CM SD/CM 2-CAR CARPORT CL CL CL CL CL " 4 3 4 " 4 3 1 - ' 6 " 4 3 1 - ' 6 " 4 3 1 - ' 6 " 4 3 1 - ' 6 " 4 3 4 " 4 1 4 - ' 5 2 " 2 1 6 - ' 5 " 6 - ' 8 " 2 1 6 - ' 1 " 2 1 3 - ' 9 " 0 - ' 4 " 7 - ' 5 1 " 2 1 3 - ' 3 1 " 9 - ' 4 2 " 2 1 5 - ' 8 2 " 2 1 1 - ' 1 1 1 1 " 2 0 1 - ' 5 1 " 2 1 8 - ' 3 " 2 1 2 - ' 0 1 " 8 - ' 5 " 6 " 1 1 - ' 7 " 2 1 4 - ' 2 2 " 0 - ' 6 " 2 1 1 1 - ' 7 11'-0" COAT CLOSET 12'-91 2" 22'-01 2" PLANTER GALLERY . 2 4 - A / 2 49'-7" 1/A-4.3 2/A-4.3 . 0 4 - A / 2 CL CL CL CL CL 1'-81 4'-31 2" 2" 3'-3" 43 4" 5'-111 4" 57'-7" 5'-111 4" 5'-111 4" 5'-111 4" 43 4" 24'-61 2" MATCH LINE MOTOR COURT 4'-61 2" 13'-21 2" 31'-10" 6" 8'-8" 4'-01 2" 9'-0" 3'-3" 4'-31 2" 3'-03 4" 6'-93 4" CL BROOM CLOSET 5'-5" BED BAR 3'-9" 4'-0" CL 4'-0" 3'-9" LIVING ROOM " 1 - ' 5 " 2 1 2 - ' 6 " 2 1 9 - ' 4 CL , " 3 - ' 1 . P Y T " 0 - ' 3 3'-0" " 0 1 - ' 4 " 2 - ' 3 2 SCREENED PORCH KITCHEN EQ. EQ. 8'-0" OUTDOOR KITCHEN " 6 - ' 2 12'-103 4" 22'-11 4" 1/A-4.3 2/A-4.3 " 4 1 1 - ' 9 2 " 4 3 1 1 - ' 1 3 1 " 2 0 1 - ' 0 1 1 1 . 4 - A / 2 1 " 2 0 1 - ' 2 " 1 - ' 6 1 3'-6" STOR. 1 PWDR. 1/A-4.2 " 7 - ' 4 1 " 2 1 6 - ' 5 1 " 0 - ' 7 STAIR HALL STAIR " 2 1 6 - ' 0 1 " 2 1 9 - ' 2 ENTRY DINING ROOM ENTRY PORCH 3 A-7.1 1+2 A-7.1 1/A-4.2 " 2 1 1 1 " 2 1 5 - ' 1 7+8 A-7.1 9 A-7.1 1'-3" 2'-81 2" 5'-0" 1'-3" 2'-81 2" . 2 4 - A / 2 LAWN WALK 4'-10" 4'-51 2" 5'-31 2" 14'-7" 12'-11" 1/A-4.0 5'-01 2" 49'-7" 10 A-7.1 10 A-7.1 LAWN 11'-61 2" 22'-1" 5'-6" " 2 1 6 - ' 3 5 " 2 1 8 - ' 2 2 " 2 1 9 - ' 3 1 " 2 1 1 1 GISTERED ARCHIT E C T E R S T AT E FO SA XET 03-20-2026 e c n e d i s e R e t t a r b l i W t e e r t S h t 2 1 . W 0 1 2 1 3 0 7 8 7 s a x e T , n i t s u A Construction Documents First Floor Key Plan Issue Date 03-20-26 Scale 1/8"=1'-0" A-3.0 N FIRST FLOOR KEY PLAN SCALE: 1/8" = 1'-0" ABOVE, SPACE AS SHOWN LINE 7'-3". MAJOR RADIUS 1'-6". MINOR RADIUS 0'-9". 0 1 - ' 6 CL 109 PRIMARY BED VESTIBULE 9'-0" CLG. WOOD FLR. M " 7 - ' 3 SD/CM LAV. 5'-5" LAUNDRY 10'-0" CLG. TILE FLR. 1'-9" CL W.C. . Q E . Q E CL O W.C. 10'-0" CLG. TILE FLR. 2108 AND GLASS Q 28B 4'-31 2" STACK W/D H20 H20 GAS CLOSET 10'-0" CLG. TILE FLR. 1'-5" 2" 4'-101 28 6 2 27 S 3 / R 2 CEILING BREAK ABV. 20" D. CHEST W/ SHELVES ABOVE SLOPE FLOOR 1 8" PER FOOT EACH WAY TO DRAIN PRIMARY HALL 9'-0" CLG. WOOD FLR. " 2 1 3 - ' 4 FLOOR DRAIN 30 WIDE ELLIPTICAL ARCHED OPENING VOID S CL VOID " 6 - ' 1 24" D. DWRS W/ ROD ABV " 0 - ' 2 " 0 - ' 2 " 9 " 9 - ' 1 W T CL " 2 1 9 - ' 1 CLG. SLOPES DN L COAT CLOSET SLOPED CLG. (START SLOPE @ 8'-3") TILE FLR. SD/CM CL 2'-31 2" 2'-0" 108 4'-31 2" 107 CL CL 7'-91 2" 3'-21 2" 2'-31 2" 11'-0" 10'-6" 12'-91 2" 6 - ' 2 CL " 8 1 6 - ' 4 VOID 24'-61 2" 2-CAR CARPORT 10'-0" CLG. CONCRETE FLR. NO-STEP ENTRANCE THAT MEETS AUSTIN CITY CODE CHAPTER 5-1-141 BUILDING ENTRANCES (C) REQUIREMENTS 2" SLAB 3 1 DROP, VERIFY W/ DRIVE THICKNESS " 2 1 9 - ' 5 GAS GAS 10X10 WOOD COLUMN, TYP. SEE STRUCTURAL 2" SLAB 3 1 DROP, VERIFY W/ DRIVE THICKNESS 10X12 BEAM ABOVE, TYP. SEE STRUCTURAL CL CL CL 32" CLEAR VISITABILITY ROUTE CL CL CL 2" 1'-6" 1'-5" 43 4" 5'-111 4" 5'-111 4" 5'-111 4" 5'-111 4" 43 4" G 3'-3" 6" 1'-91 " 2 1 6 - ' 8 4 . 0 4 - A / 2 " 2 1 1 - ' 1 1 1 " 2 1 3 - ' 9 " 9 - ' 2 3 " 0 - ' 5 " 0 - ' 2 " 2 1 3 - ' 2 " 0 - ' 4 " 2 1 1 1 - ' 1 " 4 3 7 - ' 4 " 4 3 7 - ' 5 " 4 3 7 - ' 5 " 4 3 7 - ' 4 " 3 - ' 2 " 0 - ' 4 " 3 - ' 2 " 2 1 9 - ' 5 1 " 0 - ' 1 1 " 2 1 6 - ' 2 " 2 1 3 " 4 3 1 1 - ' 3 " 4 1 1 1 - ' 3 " 2 - ' 2 2 " 0 - ' 6 " 0 - ' 3 " 0 - ' 3 CL CL CL CL CL CL CL CL CL CL CL CL 24'-61 2" MOTOR COURT CONCRETE 7'-10" 91 2" 57'-7" " 9 - ' 4 2 GALLERY 10'-0" CLG. TILE FLR. 2" 4'-31 114 ROOF ABOVE, TYP. RAFTER TAILS ABOVE, TYP. " 9 - ' 2 3 115 15'-31 2" CL " 6 - ' 1 CL " 9 - ' 1 T " 9 W " 2 1 9 - ' 4 VOID 2 48" ISOKERN MAGNUM F.P. GAS GAS KEY 20" D. CUT STONE HEARTH BED GRAVEL/MULCH SEE LANDSCAPE ARCHITECT 5'-5" OFFSETTING FLUE ABOVE H.B. CUT STONE SURROUND SEE DETAIL 2/A-7.0 1" ASH DAM, TYP. 1/A-4.3 2/A-4.3 13'-21 2" PLANTER GRAVEL/MULCH, SEE LANDSCAPE ARCHITECT . 2 4 - A / 2 9'-0" MATCH LINE 106 105 3'-3" 104 6" 5'-11 4" 6'-01 2" 1'-7" 4'-91 2" 4'-21 2" 3'-3" F 6" 1'-91 2" 1'-6" 6" 3'-03 4" 6'-93 4" CL CL CL H.B. CL BROOM CLOSET SLOPED CLG. (START SLOPE @ 8'-3") TILE FLR. 103 41 2" 24" D. TALL CAB W/ SHELVES ON LEFT SIDE K 4 4 CLG. SLOPES DN 45 VOID 61 2" 102 2'-31 2" BAR 11'-0" CLG. WOOD FLR. ICE SEE INT. ELEVS. 10B, SIM. OPP. 30 WIDE ELLIPTICAL ARCHED OPENING 511 WIDE ELLIPTICAL ARCHED OPENING 6" FLOOR DRAIN 4'-01 2" 3'-61 2" UC WINE UC BEV SINK W/ DISP 8 C 0 1 9 ELLIPTICAL ARCH MAJOR RADIUS 13.75" MINOR RADIUS 6" 2X4 FRAMING BELOW " 2 1 4 - ' 5 0 1 2455 ISLAND W/ ELLIPTICAL BASE " 2 1 2 - ' 6 1 5'-81 2" 3'-9" 4'-0" CL 4'-0" 3'-9" 116 1 1 LIVING ROOM 11'-0" CLG. WOOD FLR. STEEL COLUMN. SEE STRUCTURAL NEW PIER TO BE OF EQUAL SIZE AND DEPTH OF EXISTING AND NO GREATER. 12X12 COLUMN. SEE STRUCTURAL 1/A-4.4 CANTILEVERED STEEL BEAM AND STEEL TREADS (NO RISERS) CANTILEVERED STAIRS DN TO GRADE AS REQUIRED , " 3 - ' 1 SLOPE FLOOR 1 FOOT TO DRAIN 8" PER . P Y T " 0 - ' 3 SCREENED PANELS, TYP. SEE DETAILS 5/A-7.0 12X12 BEAM ABOVE, TYP. SEE STRUCTURAL 101 2'-31 2" 3'-0" 10B 2'-31 2" GAS SCREEN DOOR 4'-91 2" 12X9.5 COLUMN. SEE STRUCT. 2" 2" DROP TO 4'-111 5 1 SCREENED PORCH CL AP E CL D 12 " 2 1 9 - ' 4 11'-01 2" 11'-01 2" CL 2X6 FRAMING 14090 OPENING 2" SLAB 5 1 DROP " 2 1 8 - ' 3 7, SIM. OPP. " 2 1 2 - ' 4 R6", TYP. 30" D. STOR. DW " 0 - ' 7 SINK W/ DISP. MW DWR TRASH DWR. PROVIDE RETRACTABLE DOOR W/ SPACE FOR DOG BOWLS AT BOTTOM 50140 ISLAND W/ 24" D. CAB., 18" D. KNEE SPACE + 12" D. STORAGE BELOW 6 2X6 FRAMING BELOW PROVIDE RETRACTABLE DOOR W/ SPACE FOR DOG BOWLS AT BOTTOM 30" D. STOR. FRZ H20 RFG H20 4 GAS H20 117 CL 118 GAS 3 A-7.1 119 1+2 A-7.1 48" W. RANGE W/ HOOD ABOVE. SEE 3/A-7.0 KITCHEN 11'-0" CLG. WOOD FLR. POT FILLER " 0 - ' 7 5 3 26" D. TALL CAB. W/ ADJ. SHELVES 8'-61 2" 10'-9" " 2 1 2 - ' 4 1 " 2 0 - ' 7 1 " 2 0 - ' 7 SCREENED PORCH 10'-0" CLG. W/ WOOD T&G TILE FLR. 9 2 20" D. HEARTH " 0 1 - ' 4 GAS 36" VENT-FREE ISOKERN F.P. 1" ASH DAM, TYP. SLOPE FLOOR 1 8" PER FOOT TO DRAIN " 6 - ' 7 CL 123 4'-31 2" 2'-0" 14'-31 GAS KEY EQ. 2" 30 6'-0" 8'-0" " 6 - ' 7 13'-8" 2'-0" 9" 6'-0" 6'-0" 51 2" EQ. " 9 - ' 6 3 " 4 3 1 1 - ' 3 " 4 3 1 1 - ' 3 " 2 1 3 - ' 4 " 2 1 3 - ' 4 " 2 1 1 1 " 6 - ' 2 OUTDOOR KITCHEN H.B. GAS 31 CL 42" BUILT-IN GRILL W/ HOOD ABV. . Q E A/C PAD TO BE 6" ABOVE FINISHED GRADE, TYP. STORAGE 1 SLOPED CLG. WOOD FLR. A/C 2 CLG. SLOPES DN 9'-0" CLG. CL W.C. . Q E . Q E " 7 - ' 4 1 " 0 - ' 6 1/A-4.2 " 0 - ' 7 MECHANICAL YARD CONCRETE FLOOR A/C 1 SLOPE FLOOR 8" PER FOOT TO DRAIN 1 3'-6" 5 1 . Q E STAIR WOOD TREADS H.B. 16 STAIR HALL SLOPED CLG. (START SLOPE @ 19'-1") TILE FLR. R1'-0" 14 RAILING TO CODE. SEE DETAIL 1/A-7.0 LINE OF FLOOR ABOVE UP 21 R NOTE: PROVIDE SHUT OFF VALVES AND DRAIN DOWN FOR ALL HOSE BIBBS HATCHED AREA INDICATES CEILING HEIGHT ABOVE 15' 100 DOWNSPOUT DRAINAGE SLEEVED THROUGH FOUNDATION. EXIT TO DAYLIGHT LAWN SEE LANDSCAPE ARCHITECT 1'-0", TYP. CL CL CL C POWDER SLOPED CLG. (START SLOPE @ 8'-1") WOOD FLR. " 2 1 8 - ' 3 B A P " 9 LAV. VOID 17 W I T VISITABLE BATHROOM: 3'-0" WIDE DOOR, 2X6 BLOCKING CENTERED 34" A.F.F. (EXCEPT BEHIND LAV.) 2" SLAB 5 1 DROP ENTRY 10'-0" CLG. TILE FLR. CL 3 1 CL 50 WIDE ELLIPTICAL ARCHED OPENING. SEE BUILDING SECTIONS 8'-61 2" 2X6 FRAMING 7 5'-0" 22'-1" VOID 32" CLEAR VISITABILITY ROUTE 14090 OPENING CL DINING ROOM 11'-0" CLG. WOOD FLR. T W CL 9" 10'-9" 9" VOID GAS R O O L F E P O L S 12'-0" A A P 2" SLAB 5 1 DROP T O O F R E P " 8 1 I N A R D O T DN TO GRADE AS REQUIRED 7+8 A-7.1 9 A-7.1 CL . 2 4 - A / 2 VOID " 2 1 9 - ' 4 " 2 1 8 - ' 1 GAS , " 3 - ' 1 . P Y T ENTRY PORCH 11'-10" CLG. STONE FLR. 122 121 120 10 A-7.1 10 A-7.1 LAWN SEE LANDSCAPE ARCHITECT 2'-81 2" 1'-3" 2'-6" 2'-6" 1'-3" 2'-81 2" CL CL CL 4'-10" 2'-51 2" 2'-0" 4'-51 2" 14'-31 2" 5'-0" 51 2" 6'-31 2" WALK GRAVEL 13'-21 2" 6'-0" 51 2" 5'-01 2" 11'-61 2" 22'-1" 2'-21 2" 3'-91 2" 3'-91 2" 1'-9" 5'-6" 5'-6" 49'-7" 1/A-4.0 " 4 3 1 - ' 6 " 4 3 1 - ' 6 " 4 3 4 " 2 1 1 - ' 0 1 CL CL CL " 4 - ' 7 5 1/A-4.3 2/A-4.3 " 4 1 3 - ' 1 1 " 4 3 1 1 - ' 1 3 CL 1 " 2 0 1 - ' 0 1 1 1 . 4 - A / 2 " 4 3 8 - ' 7 1 " 2 0 1 - ' 2 1 " 2 0 - ' 8 CL " 1 - ' 6 1 1 " 2 0 - ' 8 " 2 1 2 - ' 7 1/A-4.4 CL CL " 7 - ' 2 5 " 0 - ' 8 " 2 1 8 - ' 2 2 " 6 - ' 7 " 9 - ' 6 1/A-4.2 CL " 2 1 9 - ' 3 1 1 " 2 0 - ' 7 " 2 1 1 1 Issue Permit Set Date 03-20-26 WALL LEGEND FRAMING WALLS (2X6) FRAMING WALLS (2X4) MASONRY WALLS CEILING HEIGHT ABOVE 15' Notes SAFETY NOTES PROVIDE SMOKE DETECTOR SYSTEM (HARDWIRED, INTERCONNECTED, BATTERY BACK-UP) AT EACH SLEEPING ROOM AND VICINITY IN ACCORDANCE WITH IRC R314. PROVIDE CARBON MONOXIDE DETECTOR IN IMMEDIATE VICINITY OF SLEEPING ROOMS IN ACCORDANCE WITH IRC R315. VISITABILITY CODE NOTES POWDER ROOM DOOR MUST HAVE A MINIMUM CLEAR OPENING WIDTH OF 30". INSTALL 2x6 OR LARGER NOMINAL WOOD BLOCKING FLUSH WITH STUD EDGES OF POWDER ROOM WALLS. CENTERLINE OF BLOCKING MUST BE 34" FROM AND PARALLEL TO THE INTERIOR FLOOR LEVEL, EXCEPT FOR THE PORTION OF THE WALL LOCATED DIRECTLY BEHIND THE LAVATORY. LIGHT SWITCHES AND ENVIRONMENTAL CONTROLS NO MORE THAN 48" ABOVE INTERIOR FLOOR LEVEL. OUTLETS AND RECEPTACLES MIN. 15" ABOVE INTERIOR FLOOR LEVEL (EXCEPT FLOOR OUTLETS). FIRE PROTECTION NOTES A FULL RESIDENTIAL SPRINKLER SYSTEM DESIGNED, INSTALLED AND TESTED IN ACCORDANCE WITH THE 2019 NFPA 13D OR THE 2021 IRC P2904 STANDARDS WILL BE INSTALLED IN THIS PROPERTY. THE PLANS FOR THE SPRINKLER SYSTEM MUST BE DESIGNED AND INSTALLED BY A TEXAS LICENSED SPRINKLER CONTRACTOR FOR NFPA 13D SYSTEMS OR A TEXAS LICENSED PLUMBER WITH THE MULTIPURPOSE RESIDENTIAL FIRE PROTECTION SPRINKLER SPECIALIST (MRFPSS) ENDORSEMENT. THE SPRINKLER PLANS MUST BE SUBMITTED, REVIEWED, APPROVED, TESTED AND INSPECTED BY AFD PRIOR TO COVERING THE WALLS AND CEILINGS. A FLOW TEST OF THE MOST DEMANDING AREA WILL BE REQUIRED. THE FIRE RISER OF THE SPRINKLER SYSTEM MUST BE LOCATED WITHIN THE INSULATED CONDITIONED BUILDING ENVELOPE. ANY NEW PLUMBING OR ROOF VENTS SHALL BE SCREENED FOR EMBER PROTECTION PER IWUIC 504.10. NEW CHIMNEY FLUE SHALL BE PROVIDED WITH SPARK ARRESTOR PER IWUIC 605. The Contractor is responsible for confirming and correcting dimensions at the job site; the means, methods, techniques, sequences, or procedures of construction; and for safety precautions in connection with the Project. GISTERED ARCHIT E C T E R S T AT E FO SA XET 03-20-2026 e c n e d i s e R e t t a r b l i W t e e r t S h t 2 1 . W 0 1 2 1 3 0 7 8 7 s a x e T , n i t s u A KEY PLAN MATCH LINE N PARTIAL FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" Construction Documents Partial First Floor Plan Issue Date 03-20-26 Scale 1/4"=1'-0" A-3.1 3'-10" 2'-3" 15'-31 2" 11'-1" 1/A-4.1 57'-7" 6'-31 2" 11'-51 2" 20'-53 4" 1'-111 2" 5'-101 2" 5'-7" 2'-31 2" 4'-0" 10'-41 2" 10'-11 4" 4'-03 4" 3'-81 4" 43 4" 2'-101 2" 3'-0" 3'-0" 2'-7" 6'-4" 4'-01 2" 5'-21 2" 4'-11" 1'-91 2" 1'-103 4" CL CL CL CL CL CL CL CL Issue Permit Set Date 03-20-26 WALL LEGEND FRAMING WALLS (2X6) FRAMING WALLS (2X4) MASONRY WALLS CEILING HEIGHT ABOVE 15' Notes NOTE: PROVIDE SHUT OFF VALVES AND DRAIN DOWN FOR ALL HOSE BIBBS H.B. GAS CL SLOPE FLOOR 1 8" PER FOOT TO DRAIN " 3 - ' 2 " 9 - ' 3 " 0 - ' 6 , " 3 - ' 1 . P Y T H WOOD LANDING AND WOOD STEPS DN TO GRADE AS REQUIRED GAS MECHANICAL YARD 2 CONCRETE FLOOR 8'-0" A/C 3 SPACE FOR GENERATOR GAS A/C PAD TO BE 6" ABOVE FINISHED GRADE, TYP. SLOPE FLOOR 1 8" PER FOOT TO DRAIN 112 113 6 A-7.1 4+5 A-7.1 110 CLG. SLOPES DN 10X10 WOOD RIDGE BEAM ABOVE CLG. SLOPES DN 2" 3 1 DROP TO LANDING PRIMARY BEDROOM VAULTED CLG. W/ WOOD BEAMS (START SLOPE @ 10'-1") WOOD FLR. 111 " 2 1 3 - ' 3 I D O V 1 " 4 0 1 - ' 6 CL CL W T N 30 WIDE ELLIPTICAL ARCH. CROWN OF ARCH 8'-0". SPRING LINE 7'-3". MAJOR RADIUS 1'-6". MINOR RADIUS 0'-9". 1 " 4 0 1 - ' 6 6X6 WOOD BEAM ABOVE, SPACE AS SHOWN 109 PRIMARY BED VESTIBULE 9'-0" CLG. WOOD FLR. TUB VERIFY SELECTION AND PLUMBING LOCATIONS W/ OWNER 24" D. KNEE SPACE I D O V 22" D. SHELVES LAV. 18 1 2 9 1 20 PRIMARY BATH 10'-0" CLG. TILE FLR. 8'-3" 22" D. SHELVES CEILING BREAK ABOVE. ELLIPTICAL ARCH BARRELED CEILING. SEE INTERIOR ELEVATIONS R LOW 2X4 WALL 3 1 2" SLAB DROP AT SHOWER, SEE STRUCTURAL 12" D. BENCH 3'-21 2" SHOWER 3 CM SLAB CURB 21080 MTL. AND GLASS Q 28B 4'-31 2" " 8 5 8 - ' 5 25 HER CLOSET 10'-0" CLG. TILE FLR. T S E H C . D " 0 2 23 4 2 2 2 ATTIC ACCESS ABV. " 8 3 3 - ' 6 6'-7" 2R/3S CL S E O H S CL SHOES HIS CLOSET 10'-0" CLG. TILE FLR. 1'-5" 2" 4'-101 28 6 2 27 S 3 / R 1 S E V L E H S / W E V O B A S 3 / R 2 S 3 / R 2 CEILING BREAK ABV. 20" D. CHEST W/ SHELVES ABOVE H20 SLOPE FLOOR 1 EACH WAY TO DRAIN 8" PER FOOT GAS STOR. 2 10'-0" CLG. CONCRETE FLR. T FLOOR DRAIN SLAB DROP, VARIES. FREEZE PROOF TANKLESS WATER HEATER PROVIDE GAS LINE, PAN, AND DRAIN UNDER A/C UNIT 3 IN ATTIC ABOVE " 5 - ' 8 CL " 8 7 6 - ' 2 " 8 1 6 - ' 4 VOID SLOPE FLOOR 1 8" PER FOOT TO DRAIN " 6 - ' 5 1 1 " 2 0 1 - ' 4 2 24'-61 2" 2-CAR CARPORT 10'-0" CLG. CONCRETE FLR. CL PRIMARY LAUNDRY 10'-0" CLG. TILE FLR. 1'-9" LAV. 5'-5" M " 7 - ' 3 SD/CM CL W.C. . Q E . Q E CL O W.C. 10'-0" CLG. TILE FLR. STACK W/D H20 H20 GAS 10X12 BEAM ABOVE, TYP. SEE STRUCTURAL CL " 7 - ' 3 STORAGE 3 10'-0" CLG. CONCRETE FLR. U SLAB DROP, VARIES. 108 2'-31 2'-0" SD/CM CL 2" 4'-31 2" 107 SLOPE FLOOR 1 8" PER FOOT EACH WAY TO DRAIN PRIMARY HALL 9'-0" CLG. WOOD FLR. " 2 1 3 - ' 4 CL CL CLG. SLOPES DN L COAT CLOSET SLOPED CLG. (START SLOPE @ 8'-3") TILE FLR. FLOOR DRAIN 30 WIDE ELLIPTICAL ARCHED OPENING VOID " 6 - ' 1 24" D. DWRS W/ ROD ABV " 0 - ' 2 " 0 - ' 2 " 9 " 9 - ' 1 W T CL " 2 1 9 - ' 1 S CL VOID NO-STEP ENTRANCE THAT MEETS AUSTIN CITY CODE CHAPTER 5-1-141 BUILDING ENTRANCES (C) REQUIREMENTS 2" SLAB 3 1 DROP, VERIFY W/ DRIVE THICKNESS " 2 1 9 - ' 5 GAS GAS 10X10 WOOD COLUMN, TYP. SEE STRUCTURAL 2" SLAB 3 1 DROP, VERIFY W/ DRIVE THICKNESS 10X12 BEAM ABOVE, TYP. SEE STRUCTURAL CL CL CL 32" CLEAR VISITABILITY ROUTE CL CL CL 2" 1'-6" 1'-5" 43 4" 5'-111 4" 5'-111 4" 5'-111 4" 5'-111 4" 43 4" G 3'-3" 6" 1'-91 7'-91 2" 3'-21 2" 2'-31 2" 11'-0" 10'-6" 12'-91 2" " 6 - ' 3 " 4 3 4 " 4 3 1 - ' 6 " 4 3 1 - ' 6 " 4 3 1 - ' 6 " 4 3 1 - ' 6 " 4 3 4 " 2 1 1 - ' 0 1 " 4 1 4 - ' 5 2 " 4 - ' 7 5 SAFETY NOTES PROVIDE SMOKE DETECTOR SYSTEM (HARDWIRED, INTERCONNECTED, BATTERY BACK-UP) AT EACH SLEEPING ROOM AND VICINITY IN ACCORDANCE WITH IRC R314. PROVIDE CARBON MONOXIDE DETECTOR IN IMMEDIATE VICINITY OF SLEEPING ROOMS IN ACCORDANCE WITH IRC R315. VISITABILITY CODE NOTES POWDER ROOM DOOR MUST HAVE A MINIMUM CLEAR OPENING WIDTH OF 30". INSTALL 2x6 OR LARGER NOMINAL WOOD BLOCKING FLUSH WITH STUD EDGES OF POWDER ROOM WALLS. CENTERLINE OF BLOCKING MUST BE 34" FROM AND PARALLEL TO THE INTERIOR FLOOR LEVEL, EXCEPT FOR THE PORTION OF THE WALL LOCATED DIRECTLY BEHIND THE LAVATORY. LIGHT SWITCHES AND ENVIRONMENTAL CONTROLS NO MORE THAN 48" ABOVE INTERIOR FLOOR LEVEL. OUTLETS AND RECEPTACLES MIN. 15" ABOVE INTERIOR FLOOR LEVEL (EXCEPT FLOOR OUTLETS). FIRE PROTECTION NOTES A FULL RESIDENTIAL SPRINKLER SYSTEM DESIGNED, INSTALLED AND TESTED IN ACCORDANCE WITH THE 2019 NFPA 13D OR THE 2021 IRC P2904 STANDARDS WILL BE INSTALLED IN THIS PROPERTY. THE PLANS FOR THE SPRINKLER SYSTEM MUST BE DESIGNED AND INSTALLED BY A TEXAS LICENSED SPRINKLER CONTRACTOR FOR NFPA 13D SYSTEMS OR A TEXAS LICENSED PLUMBER WITH THE MULTIPURPOSE RESIDENTIAL FIRE PROTECTION SPRINKLER SPECIALIST (MRFPSS) ENDORSEMENT. THE SPRINKLER PLANS MUST BE SUBMITTED, REVIEWED, APPROVED, TESTED AND INSPECTED BY AFD PRIOR TO COVERING THE WALLS AND CEILINGS. A FLOW TEST OF THE MOST DEMANDING AREA WILL BE REQUIRED. THE FIRE RISER OF THE SPRINKLER SYSTEM MUST BE LOCATED WITHIN THE INSULATED CONDITIONED BUILDING ENVELOPE. ANY NEW PLUMBING OR ROOF VENTS SHALL BE SCREENED FOR EMBER PROTECTION PER IWUIC 504.10. NEW CHIMNEY FLUE SHALL BE PROVIDED WITH SPARK ARRESTOR PER IWUIC 605. CL CL CL CL CL 24'-61 2" MOTOR COURT CONCRETE 7'-10" 91 2" 57'-7" " 9 - ' 4 2 GALLERY 10'-0" CLG. TILE FLR. 2" 4'-31 114 ROOF ABOVE, TYP. RAFTER TAILS ABOVE, TYP. " 9 - ' 2 3 115 15'-31 2" CL " 6 - ' 1 CL " 9 - ' 1 T " 9 W " 2 1 9 - ' 4 VOID 2 48" ISOKERN MAGNUM F.P. GAS GAS KEY 20" D. CUT STONE HEARTH BED GRAVEL/MULCH SEE LANDSCAPE ARCHITECT 5'-5" OFFSETTING FLUE ABOVE H.B. CUT STONE SURROUND SEE DETAIL 2/A-7.0 1" ASH DAM, TYP. 1/A-4.3 2/A-4.3 13'-21 2" PLANTER GRAVEL/MULCH, SEE LANDSCAPE ARCHITECT . 2 4 - A / 2 9'-0" MATCH LINE 106 105 3'-3" 104 6" 5'-11 4" 6'-01 2" 1'-7" 4'-91 2" 4'-21 2" 3'-3" F 6" 1'-91 2" 1'-6" 6" 3'-03 4" 6'-93 4" CL CL CL H.B. CL BROOM CLOSET SLOPED CLG. (START SLOPE @ 8'-3") TILE FLR. 103 41 2" 24" D. TALL CAB W/ SHELVES ON LEFT SIDE K 4 4 CLG. SLOPES DN 45 VOID 61 2" 511 WIDE ELLIPTICAL ARCHED OPENING CANTILEVERED STEEL BEAM AND STEEL TREADS (NO RISERS) CANTILEVERED STAIRS DN TO GRADE AS REQUIRED , " 3 - ' 1 SLOPE FLOOR 1 FOOT TO DRAIN 8" PER . P Y T " 0 - ' 3 SCREENED PANELS, TYP. SEE DETAILS 5/A-7.0 12X12 BEAM ABOVE, TYP. SEE STRUCTURAL STEEL COLUMN. SEE STRUCTURAL NEW PIER TO BE OF EQUAL SIZE AND DEPTH OF EXISTING AND NO GREATER. 12X12 COLUMN. SEE STRUCTURAL 1/A-4.4 102 2'-31 2" BAR 11'-0" CLG. WOOD FLR. ICE SEE INT. ELEVS. 10B, SIM. OPP. 30 WIDE ELLIPTICAL ARCHED OPENING FLOOR DRAIN 4'-01 2" 6" 3'-61 2" UC WINE UC BEV SINK W/ DISP 8 C 0 1 9 ELLIPTICAL ARCH MAJOR RADIUS 13.75" MINOR RADIUS 6" 2X4 FRAMING BELOW " 2 1 4 - ' 5 0 1 2455 ISLAND W/ ELLIPTICAL BASE " 2 1 2 - ' 6 1 5'-81 2" 3'-9" 4'-0" CL 4'-0" 3'-9" 116 1 1 LIVING ROOM 11'-0" CLG. WOOD FLR. 101 2'-31 2" 3'-0" 10B 2'-31 2" GAS SCREEN DOOR 4'-91 2" 12X9.5 COLUMN. SEE STRUCT. 2" 2" DROP TO 4'-111 5 1 SCREENED PORCH CL AP E CL D SLOPE FLOOR 1 8" PER FOOT TO DRAIN CL 123 12 " 2 1 9 - ' 4 11'-01 2" 11'-01 2" CL 2X6 FRAMING 14090 OPENING 2" SLAB 5 1 DROP " 2 1 8 - ' 3 PROVIDE RETRACTABLE DOOR W/ SPACE FOR DOG BOWLS AT BOTTOM 50140 ISLAND W/ 24" D. CAB., 18" D. KNEE SPACE + 12" D. STORAGE BELOW 6 2X6 FRAMING BELOW 7, SIM. OPP. " 2 1 2 - ' 4 R6", TYP. 30" D. STOR. 48" W. RANGE W/ HOOD ABOVE. SEE 3/A-7.0 KITCHEN 11'-0" CLG. WOOD FLR. POT FILLER DW " 0 - ' 7 MW DWR SINK W/ DISP. " 0 - ' 7 FRZ H20 RFG H20 4 GAS H20 117 CL SCREENED PORCH 10'-0" CLG. W/ WOOD T&G TILE FLR. 9 2 20" D. HEARTH " 0 1 - ' 4 GAS 36" VENT-FREE ISOKERN F.P. 1" ASH DAM, TYP. " 6 - ' 7 " 6 - ' 7 1/A-4.3 2/A-4.3 " 4 1 3 - ' 1 1 " 4 3 1 1 - ' 1 3 CL 1 " 2 0 1 - ' 0 1 1 1 . 4 - A / 2 " 4 3 8 - ' 7 1 " 2 0 1 - ' 2 1 " 2 0 - ' 8 CL " 1 - ' 6 1 1 " 2 0 - ' 8 " 2 1 2 - ' 7 1/A-4.4 CL " 7 - ' 2 5 " 0 - ' 8 " 2 1 8 - ' 2 2 The Contractor is responsible for confirming and correcting dimensions at the job site; the means, methods, techniques, sequences, or procedures of construction; and for safety precautions in connection with the Project. GISTERED ARCHIT E C T E R S T AT E FO SA XET 03-20-2026 e c n e d i s e R e t t a r b l i W t e e r t S h t 2 1 . W 0 1 2 1 3 0 7 8 7 s a x e T , n i t s u A KEY PLAN MATCH LINE N PARTIAL FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" Construction Documents Partial First Floor Plan Issue Date 03-20-26 Scale 1/4"=1'-0" A-3.2 1 " 2 0 1 - ' 4 2 " 7 - ' 5 1 " 2 1 3 - ' 9 " 9 - ' 2 3 " 2 1 6 - ' 8 4 " 2 1 9 - ' 7 " 2 1 9 - ' 7 " 0 - ' 5 " 0 - ' 2 " 2 1 3 - ' 2 " 0 - ' 4 " 2 1 1 1 - ' 1 " 4 3 7 - ' 4 " 4 3 7 - ' 5 " 4 3 7 - ' 5 " 4 3 7 - ' 4 " 3 - ' 2 " 0 - ' 4 " 3 - ' 2 " 2 1 9 - ' 5 1 " 0 - ' 1 1 " 2 1 6 - ' 2 " 2 1 3 " 4 3 1 1 - ' 3 " 4 1 1 1 - ' 3 . 0 4 - A / 2 " 2 1 1 - ' 1 1 1 " 2 - ' 2 2 " 0 - ' 6 " 0 - ' 3 " 0 - ' 3 CL CL CL CL CL CL CL CL CL CL CL Issue Permit Set Date 03-20-26 WALL LEGEND FRAMING WALLS (2X6) FRAMING WALLS (2X4) MASONRY WALLS CEILING HEIGHT ABOVE 15' Notes 1/A-4.1 49'-7" 7'-31 2" 14'-7" CL 27'-6" 12'-11" 6'-91 2" 22'-1" 15'-31 2" 7'-31 2" 6'-51 2" 6'-51 2" 2'-21 2" 4'-7" 3'-03 4" 2'-41 2" 9'-101 4" CL . 2 4 - A / 2 CL 1'-21 4" 1'-21 4" CL OFFSETTING FLUE CHIMNEY CAP BELOW SLOPE TO DRAIN BEDROOM 2 SLOPED CLG. (START SLOPE @ 7'-1") WOOD FLR. ROOF BELOW, TYP. 205 APRON FRONT SINK W/ DISP. LAUNDRY SLOPED CLG. (START SLOPE @ 7'-1") TILE FLR. W D H20 H20 3 3 T GAS 34 DD W SD/CM SD/ CM 2'-31 2" 2'-0" 4'-81 2" AA DRYING ROD ABOVE DRYER VENT FLOOR DRAIN W T BB HALL 2 SLOPED CLG. (START SLOPE @ 7'-1") WOOD FLR. 3 CM SLAB CURB Z BATH 2 9'-6" CLG. TILE FLR. 35 CL W T 6'-10" 9'-6" CLG., TYP. . Q E . Q E 6 3 W.C. CL 2" 3 1 FRAMING DROP AT SHOWER, SEE STRUCTURAL 26 80G L A S S SHOWER 9'-6" CLG. TILE FLR. SOAP NICHE LAV. LAV. 12" D. BENCH 4'-11 2" 2'-11 2" 206 CLG. SLOPES DN, TYP. CL CC 207 CLOSET 2 SLOPED CLG. (START SLOPE @ 7'-1") WOOD FLR. S 3 / R 2 37 20" D. CHEST W/ SHELVES ABOVE 208 2'-41 2" 209 41 CL 2'-31 2" 2'-0" 2'-51 4" CL 2'-101 4" CL 2'-13 4" 4'-31 2" 6'-1" CLG. SLOPES DN, TYP. 2'-31 2" CL 41 SIM. SITTING ROOM SLOPED CLG. (START SLOPE @ 7'-1") WOOD FLR. 12" D. SHELVES 2 4 DORMER ABOVE 2'-0" 4'-51 2" 1'-10" 2'-10" 2'-81 2" 3'-7" CL 9'-6" CLG., TYP. CL 6" 30 WIDE ELLIPTICAL ARCH. CROWN OF ARCH 6'-8". SPRING LINE 5'-5". MAJOR RADIUS 1'-6". MINOR RADIUS 1'-3". HALL 3 SLOPED CLG. (START SLOPE @ 7'-1") WOOD FLR. " 7 - ' 7 CLG. SLOPES DN, TYP. S 3 / R 2 20" D. CHEST W/ SHELVES ABOVE CLOSET 3 9'-6" CLG. WOOD FLR. ATTIC ACCESS ABV. 40 X 51 2" TUB/ SHOWER 9'-0" CLG. CL CLG. SLOPES DN, TYP. LAV. VOID " 6 LAV. " 6 - ' 5 BATH 3 SLOPED CLG. (START SLOPE @ 7'-1") TILE FLR. 38 T " 6 - ' 1 W.C. CL 9 3 SOAP NICHE VOID Y CL SD/CM SD/ CM W PROVIDE GAS LINE, PAN, AND DRAIN UNDER A/C W UNITS 1 AND 2 IN ATTIC ABOVE " 6 2'-3" CL 6'-11 2" CLG. SLOPES DN, TYP. CLG. SLOPES DN, TYP. 30 WIDE ELLIPTICAL ARCH. CROWN OF ARCH 6'-8". SPRING LINE 5'-5". MAJOR RADIUS 1'-6". MINOR RADIUS 1'-3". 204 CLG. SLOPES DN, TYP. VOID, TYP. FIRST FLOOR FRAMING BELOW, TYP. ROOF BELOW, TYP. 3'-0" CHIMNEY BELOW. SLOPE CHIMNEY CAPS TO DRAIN, TYP. ROOF ABOVE SCREENED PORCH BELOW LOW PROFILE HOOD VENT TERMINATION 202 RAILING TO CODE. SEE DETAIL 1/A-7.0 DN 21 R 40 WIDE ELLIPTICAL ARCH. CROWN OF ARCH 6'-8". SPRING LINE 5'-5". MAJOR RADIUS 2'-0". MINOR RADIUS 1'-3". 1 " 2 0 - ' 3 ROOF BELOW, TYP. 203 E P O L S 2 1 : 6 L L I S O T I N A R D " 9 - ' 1 8'-6" CLG. VOID " 0 - ' 7 VOID SAFETY NOTES PROVIDE SMOKE DETECTOR SYSTEM (HARDWIRED, INTERCONNECTED, BATTERY BACK-UP) AT EACH SLEEPING ROOM AND VICINITY IN ACCORDANCE WITH IRC R314. PROVIDE CARBON MONOXIDE DETECTOR IN IMMEDIATE VICINITY OF SLEEPING ROOMS IN ACCORDANCE WITH IRC R315. VISITABILITY CODE NOTES POWDER ROOM DOOR MUST HAVE A MINIMUM CLEAR OPENING WIDTH OF 30". INSTALL 2x6 OR LARGER NOMINAL WOOD BLOCKING FLUSH WITH STUD EDGES OF POWDER ROOM WALLS. CENTERLINE OF BLOCKING MUST BE 34" FROM AND PARALLEL TO THE INTERIOR FLOOR LEVEL, EXCEPT FOR THE PORTION OF THE WALL LOCATED DIRECTLY BEHIND THE LAVATORY. LIGHT SWITCHES AND ENVIRONMENTAL CONTROLS NO MORE THAN 48" ABOVE INTERIOR FLOOR LEVEL. OUTLETS AND RECEPTACLES MIN. 15" ABOVE INTERIOR FLOOR LEVEL (EXCEPT FLOOR OUTLETS). FIRE PROTECTION NOTES A FULL RESIDENTIAL SPRINKLER SYSTEM DESIGNED, INSTALLED AND TESTED IN ACCORDANCE WITH THE 2019 NFPA 13D OR THE 2021 IRC P2904 STANDARDS WILL BE INSTALLED IN THIS PROPERTY. THE PLANS FOR THE SPRINKLER SYSTEM MUST BE DESIGNED AND INSTALLED BY A TEXAS LICENSED SPRINKLER CONTRACTOR FOR NFPA 13D SYSTEMS OR A TEXAS LICENSED PLUMBER WITH THE MULTIPURPOSE RESIDENTIAL FIRE PROTECTION SPRINKLER SPECIALIST (MRFPSS) ENDORSEMENT. THE SPRINKLER PLANS MUST BE SUBMITTED, REVIEWED, APPROVED, TESTED AND INSPECTED BY AFD PRIOR TO COVERING THE WALLS AND CEILINGS. A FLOW TEST OF THE MOST DEMANDING AREA WILL BE REQUIRED. THE FIRE RISER OF THE SPRINKLER SYSTEM MUST BE LOCATED WITHIN THE INSULATED CONDITIONED BUILDING ENVELOPE. ANY NEW PLUMBING OR ROOF VENTS SHALL BE SCREENED FOR EMBER PROTECTION PER IWUIC 504.10. NEW CHIMNEY FLUE SHALL BE PROVIDED WITH SPARK ARRESTOR PER IWUIC 605. 1 " 2 0 1 - ' 2 1 " 2 0 - ' 8 " 2 1 8 - ' 4 " 6 - ' 1 " 2 1 9 - ' 6 " 2 1 3 - ' 2 " 9 - ' 2 1 " 2 1 3 - ' 8 1/A-4.4 " 7 - ' 2 5 " 1 1 - ' 7 " 2 1 9 - ' 2 1 1 . 4 - A / 2 " 2 1 3 - ' 6 " 7 - ' 2 " 6 - ' 4 " 2 1 9 - ' 1 " 2 1 9 - ' 3 CL CL CL CL 1/A-4.2 CL 201 1+2 A-7.1 3 A-7.1 OPEN TO BELOW 16 STAIR HALL SLOPED CLG. (START SLOPE @ 19'-1") TILE FLR. 14 5 1 " 0 - ' 4 " 0 - ' 1 " 9 " 3 3 1 CL DN 2 R " 6 - ' 2 CLG. SLOPES DN " 6 - ' 2 " 3 " 9 CLG. SLOPES DN GALLERY 2 SLOPED CLG. (START SLOPE @ 8'-1") WOOD FLR. DN 2 R CL 9'-0" CLG. 1'-0", TYP. R2'-0" CLG. SLOPES DN 2'-0" 2'-0" 1'-0", TYP. " 9 - ' 1 8'-6" CLG. VOID 1 " 2 0 - ' 3 200 E P O L S 2 1 : 6 L L I S O T I N A R D ROOF ABOVE VOID " 0 1 - ' 2 ROOF BELOW, TYP. CLG. SLOPES DN STAIR WOOD TREADS HATCHED AREA INDICATES CEILING HEIGHT ABOVE 15' " 9 - ' 1 " 6 " 0 - ' 2 " 0 - ' 2 " 6 " 9 - ' 1 " 2 1 5 - ' 6 " 3 - ' 4 3 4 V 2 3 2R/1S CEDAR CLOSET SLOPED CLG. (START SLOPE @ 7'-1") WOOD FLR. PROVIDE WATER AND GAS LINES AND PAN TO TANKLESS WATER HEATER IN ATTIC ABOVE A/C CHASE 12" D. ADJ. SHELVES BEDROOM 3 SLOPED CLG. (START SLOPE @ 7'-1") WOOD FLR. 9'-6" CLG., TYP. (2) 2X4 STUDS W/ SHIM SPACE 212 211 50 WIDE ELLIPTICAL ARCH. CROWN OF ARCH 8'-0". SPRING LINE 6'-8". MAJOR RADIUS 2'-6". MINOR RADIUS 1'-4". 210 CL CL " 9 - ' 1 1 " 2 0 - ' 2 1/A-4.2 " 2 1 5 - ' 2 1 " 8 - ' 8 " 5 - ' 4 " 3 - ' 4 CL CL CL COLUMNS BELOW, TYP. " 6 - ' 1 " 0 - ' 3 " 6 - ' 1 1/A-4.4 " 0 - ' 6 " 0 - ' 3 " 0 - ' 3 20'-0" CLG. " 2 1 1 1 - ' 8 " 1 - ' 2 1 . 0 4 - A / 2 " 0 1 - ' 2 5 " 6 - ' 2 1 " 2 1 8 - ' 4 " 9 - ' 1 1 " 2 0 - ' 2 " 0 1 - ' 1 " 2 1 8 - ' 5 " 9 " 3 - ' 6 " 3 - ' 6 " 9 " 2 1 1 1 - ' 3 " 2 1 3 - ' 4 " 7 - ' 4 1 " 0 - ' 6 " 0 - ' 3 " 0 - ' 3 " 2 1 3 - ' 4 4'-31 2" 6'-0" 14'-7" 4'-31 2" 51 2" 6'-0" CL . 2 4 - A / 2 12'-11" CL CL CL 2'-31 2" 2'-0" 2'-0" 3'-11 4" 3'-31 2" 9'-43 4" 6'-0" 51 2" 6'-31 2" 15'-91 2" 22'-1" 49'-7" 1/A-4.0 N SECOND FLOOR PLAN SCALE: 1/4" = 1'-0" The Contractor is responsible for confirming and correcting dimensions at the job site; the means, methods, techniques, sequences, or procedures of construction; and for safety precautions in connection with the Project. GISTERED ARCHIT E C T E R S T AT E FO SA XET 03-20-2026 e c n e d i s e R e t t a r b l i W t e e r t S h t 2 1 . W 0 1 2 1 3 0 7 8 7 s a x e T , n i t s u A Construction Documents Second Floor Plan Issue Date 03-20-26 Scale 1/4"=1'-0" A-3.3 3'-31 2" CL 1", TYP. CL 2" 51 3" LIME WASHED BRICK TOP OF CHIMNEY = 35'-7" ABOVE FIRST FLOOR F.F. DIMENSIONS AT CHIMNEY SHOWN TO EXTERIOR OF FINISH BRICK LIME WASHED BRICK CHIMNEY 12 12 " 3 PITCH BREAK 1X5 HARDIE TRIM HARDIE SILL, TYP. EXTEND 1" BEYOND HARDIE TRIM 1X4 HARDIE TRIM COPPER FLASHING 1'-0" BRICK SOLDIER COURSE, TYP. T.O.W.= 8'-6" ABOVE SECOND FLOOR F.F. PLATE HEIGHT = 7'-1" ABOVE SECOND FLOOR F.F. 6X12 PAINTED EXPOSED WOOD BEAM, SEE STRUCTURAL HARDIE TRIM 1", TYP. 4" 12 12 " 3 3" " 6 - / + APPROX. TOP OF VENT 24'-4" ABOVE FIRST FLOOR F.F. ALIGN TOP WITH BRICK COURSING 12 12 TILE ROOF 24:12 TILE ROOF 12:12 SETBACK PLANE 1'-0" PLATE HEIGHT = 16'-10" ABOVE FIRST F.F. PLATE HEIGHT = 19'-1" ABOVE FIRST F.F. T.O.W.= 16'-2" ABOVE FIRST FLOOR F.F. 4 5 ° FAUX VENT. SEE DETAIL 6/A-7.0 1'-0" COPPER THRU-WALL FLASHING PLATE HEIGHT = 19'-1" ABOVE FIRST F.F. T.O.W.= 8'-6" ABOVE GALLERY 2 F.F. 1", TYP. 8-COURSE BRICK CORBEL, TYP. COPPER ROOF 6:12 COPPER ROOF 3:12 EACH WAY T.O. BEAM BEYOND = 11'-10" ABOVE FIRST F.F. HARDIE SILL, TYP. EXTEND 1" BEYOND HARDIE TRIM BRICK SURROUND, STACKED STRETCHER COURSE, 1" PROUD OF FIELD 1X12 HARDIE TRIM 1X6 HARDIE TRIM 1X12 HARDIE TRIM LIME WASHED BRICK LINES OF WALLS AND CEILING BEYOND, TYP. SLOPE FLOOR 1 PER FOOT TO DRAIN 8" NOTE: THE CONTRACTOR IS RESPONSIBLE FOR THE WATERPROOFING OF ALL STRUCTURES AND IS ENCOURAGED TO HIRE A WATERPROOFING CONSULTANT. NOTE: BRICK VENEER SHALL EXTEND TO GRADE. BRICK SOLDIER COURSE, 1" PROUD OF FIELD COPPER ROOF 3:12 EACH WAY T.O.W.= 9'-6" ABOVE FIRST FLOOR F.F. 1X6 HARDIE TRIM 1X4 HARDIE TRIM LIME WASHED BRICK ' . 2 4 0 6 5 E D A R G . J D A E G A R E V A M O R F T E S " 0 - ' 2 3 I 1 N O T R O P N I I I T N O P T S E H G H M O R F T E S " 0 - ' 5 1 5' SIDE SETBACK PROPERTY LINE ' . 0 0 0 6 5 SPACE FOR A/C UNITS CONCRETE COPPER CHIMNEY POT BRICK ROWLOCK CAP. SLOPE TOP TO DRAIN, TYP. CHIMNEY TO CENTER ON RIDGE APPROX. TOP OF VENT 29'-1" ABOVE FIRST FLOOR F.F. ALIGN TOP WITH BRICK COURSING 12 12 " 6 - / + FAUX VENT. SEE DETAIL 6/A-7.0 1X4 HARDIE TRIM LINES OF WALLS AND CEILING BEYOND, TYP. 1'-0" SETBACK PLANE PLATE HEIGHT = 7'-1" ABOVE SECOND FLOOR F.F. 12 12 1", TYP. PAINTED HARDIE FASCIA AND SOFFIT AS SPECIFIED, TYP. BRICK ROWLOCK SILL. SLOPE TOP TO DRAIN, TYP. COPPER THRU-WALL FLASHING 8-COURSE BRICK CORBEL, TYP. HARDIE LAP SIDING ° 5 4 6" PLATE HEIGHT = 10'-2" ABOVE FIRST F.F. 1X12 HARDIE TRIM, TYP. HARDIE SILL, TYP. EXTEND 1" BEYOND HARDIE TRIM HALF- LAPPED 12X12 WOOD BEAM BEYOND. SEE STRUCTURAL 1X4 HARDIE TRIM BEYOND HARDIE LAP SIDING BEYOND OPEN BEYOND 1X6 HARDIE TRIM BEYOND OPEN BEYOND SLOPE FLOOR 1 PER FOOT TO DRAIN 8" PLATE HEIGHT = 10'-1" ABOVE FIRST F.F. BOTTOM OF BEAM = 9'-0" ABOVE FIRST F.F. 5' SIDE SETBACK 10X10 WOOD COLUMN. SEE STRUCTURAL PROPERTY LINE I T S E H G H M O R F T E S " 0 - ' 5 1 I 1 N O T R O P N I I T N O P 1", TYP. CONCRETE DRIVEWAY SLOPES DOWN EXISTING GRADE EXISTING GRADE Issue Permit Set Date 03-20-26 Notes The Contractor is responsible for confirming and correcting dimensions at the job site; the means, methods, techniques, sequences, or procedures of construction; and for safety precautions in connection with the Project. ' . 2 4 0 6 5 E D A R G . J D A E G A R E V A M O R F T E S T H G E H G N D L I U B = " 3 - ' 7 2 I I SECOND FLOOR F.F. 13'-0" GALLERY 2 F.F. 12'-0" STAIR LANDING F.F. 11'-0" FIRST FLOOR F.F. 0'-0" AVG. ADJ. GRADE 560.42' HIGHEST ADJ. GRADE 560.83' LOWEST ADJ. GRADE 560.00' 1 FRONT ELEVATION SCALE: 1/4" = 1'-0" PORTION 4 HIGH POINT OF GRADE = 560.67' PORTION 3 HIGH POINT OF GRADE = 560.67' PORTION 2 HIGH POINT OF GRADE = 560.00' PORTION 1 HIGH POINT OF GRADE = 560.00' TOP OF CHIMNEY = 35'-7" ABOVE FIRST FLOOR F.F. 1", TYP. 2'-101 2" COPPER CHIMNEY POT BRICK ROWLOCK CAP. SLOPE TOP TO DRAIN, TYP. DIMENSIONS AT CHIMNEY SHOWN TO EXTERIOR OF FINISH BRICK TILE ROOF 12:12 LIME WASHED BRICK CHIMNEY PAINTED HARDIE FASCIA AND SOFFIT AS SPECIFIED, TYP. 8-COURSE BRICK CORBEL, TYP. R 3'-7" 12 12 TILE ROOF 12:12 1X10 HARDIE TRIM HARDIE LAP SIDING 1X8 HARDIE TRIM 23 4" T.O.W.= 9'-0" ABOVE FIRST FLOOR F.F. HARDIE LAP SIDING STEPPED THRU-WALL FLASHING, TYP. PITCH BREAK TILE ROOF 3'-5 1/2" R PLATE HEIGHT = 12'-3" ABOVE FIRST F.F. LINES OF WALLS AND CEILING BEYOND, TYP. 1X8 HARDIE TRIM HARDIE LAP SIDING 1X8 HARDIE TRIM T.O.W.= 9'-0" ABOVE FIRST FLOOR F.F. N I I T N O P T S E H G H I I 1 N O T R O P ' . 0 0 0 6 5 M O R F T E S " 0 - ' 5 1 1X6 HARDIE TRIM HARDIE SILL, TYP. EXTEND 1" BEYOND HARDIE TRIM LIME WASHED BRICK BRICK ROWLOCK CAP. SLOPE TOP TO DRAIN, TYP. EXISTING GRADE LIME WASHED THIN BRICK " 2 " 0 - ' 1 FOUNDATION BELOW BAR TO BE PIER AND BEAM. SEE STRUCTURAL STEEL TREADS DASHED BEYOND (NO RISERS) " 0 - ' 1 R6" SETBACK PLANE 10' REAR SETBACK 12 12 T.O. VENT= 15'-2" ABOVE FIRST FLOOR F.F. 6" HARDIE LAP SIDING TILE ROOF 12:12 NON-FUNCTIONAL VENT 12 12 HARDIE LAP SIDING SHAPED EXPOSED 2X6 RAFTER TAILS, TYP. SPACE AS SHOWN 4 5 ° ' . 7 6 0 6 5 SECOND FLOOR F.F. 13'-0" GALLERY 2 F.F. 12'-0" STAIR LANDING F.F. 11'-0" I 4 N O T R O P N I ' . 7 6 0 6 5 I I T N O P T S E H G H M O R F T E S " 0 - ' 5 1 FIRST FLOOR F.F. 0'-0" AVG. ADJ. GRADE 560.42' I 3 N O T R O P N I I I T N O P T S E H G H M O R F T E S " 0 - ' 5 1 LINES OF WALLS, CEILING, AND BEAMS BEYOND, TYP. T.O.W.= 9'-0" ABOVE FIRST FLOOR F.F. 1X4 HARDIE TRIM SPACE FOR A/C UNIT PROPERTY LINE HARDIE SILL, TYP. EXTEND 1" BEYOND HARDIE TRIM 6" 12 6 PAINTED HARDIE FASCIA AND SOFFIT AS SPECIFIED, TYP. 1X6 HARDIE TRIM 1'-6" PLATE HEIGHT = 10'-1" ABOVE FIRST F.F. 1X6 HARDIE TRIM HARDIE SILL, TYP. EXTEND 1" BEYOND HARDIE TRIM PLATE HEIGHT = 9'-1" ABOVE FIRST F.F. T.O.W.= 8'-0" ABOVE FIRST FLOOR F.F. 1X4 HARDIE TRIM LIME WASHED THIN BRICK SHAPED EXPOSED 2X6 BARGE RAFTER HARDIE LAP SIDING EXISTING GRADE I 2 N O T R O P N I ' . 0 0 0 6 5 I I T N O P T S E H G H M O R F T E S " 0 - ' 5 1 CONCRETE BEYOND SLOPE FLOOR BEYOND 1 8" PER FOOT TO DRAIN LIME WASHED THIN BRICK STAIRS TO GRADE AS REQUIRED. SEE LANDSCAPE ARCHITECT 2 LEFT ELEVATION SCALE: 1/4" = 1'-0" TILE ROOF 8:12 PITCH BREAK TILE ROOF 12:12 DECORATIVE COPPER CHIMNEY POT BRICK ROWLOCK CAP. SLOPE TOP TO DRAIN, TYP. T.O.W.= 8'-0" ABOVE SECOND FLOOR F.F. 3'-0" LIME WASHED BRICK CHIMNEY PAINTED HARDIE FASCIA AND SOFFIT AS SPECIFIED, TYP. LIME WASHED BRICK BRICK ROWLOCK SILL. SLOPE TOP TO DRAIN, TYP. BRICK ROWLOCK CAP. SLOPE TOP TO DRAIN, TYP. METAL CRICKET DASHED BEYOND TOP OF CHIMNEY = 21'-9" ABOVE FIRST FLOOR F.F. "FLYING" MASONRY ABOVE ROOF 1", TYP. LIME WASHED BRICK 12 12 3'-7" R TOP OF CHIMNEY = 13'-9" ABOVE FIRST FLOOR F.F. 23 4" PLATE HEIGHT = 12'-3" ABOVE FIRST F.F. 1", TYP. HARDIE LAP SIDING HALF- LAPPED 12X12 WOOD BEAM BEYOND. SEE STRUCTURAL 12X12 WOOD COLUMN. SEE STRUCT. 1X6 HARDIE TRIM DIMENSIONS AT CHIMNEY SHOWN TO EXTERIOR OF FINISH BRICK BOTTOM OF BEAM = 9'-0" ABOVE FIRST FLOOR F.F. LIME WASHED BRICK 6'-11" HARDIE LAP SIDING 12X12 WOOD BEAM BEYOND. SEE STRUCTURAL SCREENED PANELS, TYP. SEE DETAILS 5/A-7.0 OPEN NEW PIER TO BE OF EQUAL SIZE AND DEPTH OF EXISTING AND NO GREATER. CANTILEVERED STEEL BEAM STEEL BEAM, TYP. SEE STRUCTURAL TILE ROOF 12:12 9" 9" 8-COURSE BRICK CORBEL, TYP. BRICK SOLDIER COURSE, TYP. T.O.W.= 14'-0" ABOVE FIRST FLOOR F.F. PAINTED HARDIE FASCIA AND SOFFIT AS SPECIFIED, TYP. LINES OF WALLS AND CEILING BEYOND, TYP. BRICK ROWLOCK SILL. SLOPE TOP TO DRAIN, TYP. 1", TYP. LIME WASHED BRICK SPACE FOR A/C UNIT SPACE FOR A/C UNIT CONCRETE BUILDING LINE 3:12 PLATE HEIGHT = 16'-10" ABOVE FIRST F.F. 1X8 HARDIE TRIM HARDIE SILL, TYP. EXTEND 1" BEYOND HARDIE TRIM 1", TYP. HARDIE TRIM, TYP. 1", TYP. ' . 2 4 0 6 5 E D A R G . J D A E G A R E V A M O R F T E S " 0 - ' 2 3 HIGHEST ADJ. GRADE 560.83' LOWEST ADJ. GRADE 560.00' SLOPE FLOOR BEYOND 1 PER FOOT TO DRAIN 8" LIME WASHED BRICK EXTERIOR ELEVATIONS SCALE: 1/4" = 1'-0" GISTERED ARCHIT E C T E R S T AT E FO SA XET 03-20-2026 e c n e d i s e R e t t a r b l i W t e e r t S h t 2 1 . W 0 1 2 1 3 0 7 8 7 s a x e T , n i t s u A Construction Documents Exterior Elevations Issue Date 03-20-26 Scale 1/4"=1'-0" A-4.0 3'-31 2" TOP OF CHIMNEY = 35'-7" ABOVE FIRST FLOOR F.F. 1", TYP. COPPER CHIMNEY POT BRICK ROWLOCK CAP. SLOPE TOP TO DRAIN, TYP. DIMENSIONS AT CHIMNEY SHOWN TO EXTERIOR OF FINISH BRICK 12 12 LIME WASHED BRICK 12 12 12 12 12 12 12 12 LIME WASHED BRICK CHIMNEY LIME WASHED BRICK "FLYING" MASONRY ABOVE ROOF PLATE HEIGHT = 7'-1" ABOVE SECOND FLOOR F.F. T.O.W.= 6'-6" ABOVE SECOND FLOOR F.F. 12 8 STEPPED THRU-WALL FLASHING, TYP. PLATE HEIGHT = 9'-1" ABOVE SECOND FLOOR F.F. TILE ROOF 24:12 TILE ROOF 12:12 12 12 1'-0" TILE ROOF 12:12 1", TYP. TILE ROOF 12:12 BRICK SOLDIER COURSE, TYP. PITCH BREAK BRICK ROWLOCK CAP. SLOPE TOP TO DRAIN, TYP. 4" TOP OF CHIMNEY = 21'-9" ABOVE FIRST FLOOR F.F. T.O.W.= 8'-6" ABOVE GALLERY 2 F.F. 12 12 " 3 3" LIME WASHED BRICK BRICK SOLDIER COURSE BEYOND 1X5 HARDIE TRIM 1X4 HARDIE TRIM PLATE HEIGHT = 19'-1" ABOVE FIRST F.F. DIMENSIONS AT CHIMNEY SHOWN TO EXTERIOR OF FINISH BRICK " 6 - / + LIME WASHED BRICK CHIMNEY 3'-0" APPROX. TOP OF VENT 24'-4" ABOVE FIRST FLOOR F.F. ALIGN TOP WITH BRICK COURSING SETBACK PLANE DECORATIVE COPPER CHIMNEY POT 1'-0" 12 12 FAUX VENT. SEE DETAIL 6/A-7.0 PLATE HEIGHT = 19'-1" ABOVE FIRST F.F. 1", TYP. T.O.W.= 19'-6" ABOVE FIRST FLOOR F.F. ° 5 4 5' SIDE SETBACK PROPERTY LINE LINES OF WALLS AND CEILING BEYOND, TYP. LIME WASHED BRICK 1X6 HARDIE TRIM 1X4 HARDIE TRIM HARDIE SILL, TYP. EXTEND 1" BEYOND HARDIE TRIM 1X6 HARDIE TRIM T.O.W.= 7'-6" ABOVE FIRST FLOOR F.F. HARDIE LAP SIDING 1X4 HARDIE TRIM LINES OF WALLS AND CEILING BEYOND, TYP. LIME WASHED THIN BRICK SPACE FOR A/C UNITS SLOPE FLOOR 1 PER FOOT TO DRAIN 8" EXISTING GRADE STAIRS TO GRADE AS REQUIRED BEYOND. SEE LANDSCAPE ARCHITECT CONCRETE BEYOND SLOPE FLOOR BEYOND 1 8" PER FOOT TO DRAIN PAINTED HARDIE FASCIA AND SOFFIT AS SPECIFIED, TYP. BOTTOM OF BEAM = 9'-0" ABOVE FIRST F.F. HARDIE LAP SIDING PLATE HEIGHT = 10'-1" ABOVE FIRST F.F. OPEN BEYOND HALF- LAPPED 12X12 WOOD BEAM BEYOND. SEE STRUCTURAL 10X10 WOOD COLUMN. SEE STRUCTURAL LINES OF WALLS AND CEILING BEYOND, TYP. SPACE FOR GENERATOR SPACE FOR A/C UNIT LIME WASHED THIN BRICK CONCRETE NOTE: THE CONTRACTOR IS RESPONSIBLE FOR THE WATERPROOFING OF ALL STRUCTURES AND IS ENCOURAGED TO HIRE A WATERPROOFING CONSULTANT. NOTE: BRICK VENEER SHALL EXTEND TO GRADE. T.O.W.= 7'-0" ABOVE FIRST FLOOR F.F. T.O.W.= 8'-0" ABOVE FIRST FLOOR F.F. 1X6 HARDIE TRIM 1X4 HARDIE TRIM SETBACK PLANE ' . 2 4 0 6 5 E D A R G . J D A E G A R E V A M O R F T E S T H G E H G N D L I U B = " 3 - ' 7 2 I I 4 5 ° 6" PLATE HEIGHT = 10'-1" ABOVE FIRST F.F. 5' SIDE SETBACK PROPERTY LINE CONCRETE DRIVEWAY ' . 7 6 0 6 5 I 4 N O T R O P N I I I T N O P T S E H G H M O R F T E S " 0 - ' 5 1 SECOND FLOOR F.F. 13'-0" GALLERY 2 F.F. 12'-0" STAIR LANDING F.F. 11'-0" FIRST FLOOR F.F. 0'-0" AVG. ADJ. GRADE 560.42' 1 REAR ELEVATION SCALE: 1/4" = 1'-0" Issue Permit Set Date 03-20-26 Notes The Contractor is responsible for confirming and correcting dimensions at the job site; the means, methods, techniques, sequences, or procedures of construction; and for safety precautions in connection with the Project. ' . 2 4 0 6 5 E D A R G . J D A E G A R E V A M O R F T E S " 0 - ' 2 3 ' . 7 6 0 6 5 HIGHEST ADJ. GRADE 560.83' LOWEST ADJ. GRADE 560.00' I 4 N O T R O P N I I I T N O P T S E H G H M O R F T E S " 0 - ' 5 1 PORTION 1 HIGH POINT OF GRADE = 560.00' PORTION 2 HIGH POINT OF GRADE = 560.00' PORTION 3 HIGH POINT OF GRADE = 560.00' TOP OF CHIMNEY = 35'-7" ABOVE FIRST FLOOR F.F. 1", TYP. 2'-101 2" COPPER CHIMNEY POT BRICK ROWLOCK CAP. SLOPE TOP TO DRAIN, TYP. TILE ROOF 12:12 T.O.W.= 5'-6" ABOVE SECOND FLOOR F.F. T.O.W.= 5'-6" ABOVE SECOND FLOOR F.F. T.O.W.= 5'-6" ABOVE SECOND FLOOR F.F. DIMENSIONS AT CHIMNEY SHOWN TO EXTERIOR OF FINISH BRICK LIME WASHED BRICK CHIMNEY 9" 12:12 BRICK CAP 1" 2'-101 2" SETBACK PLANE TILE ROOF 12:12 LIME WASHED BRICK T.O.W.= 9'-6" ABOVE FIRST FLOOR F.F. BRICK ROWLOCK SILL. SLOPE TOP TO DRAIN, TYP. 1", TYP. TILE ROOF 12:12 HARDIE LAP SIDING T.O.W.= 8'-0" ABOVE FIRST FLOOR F.F. PLATE HEIGHT = 10'-1" ABOVE FIRST F.F. I 1 N O T R O P N I T.O.W.= 9'-6" ABOVE FIRST FLOOR F.F. SHAPED EXPOSED 2X6 RAFTER TAILS, TYP. SPACE AS SHOWN ' . 0 0 0 6 5 LIME WASHED BRICK CHIMNEY I I T N O P T S E H G H M O R F T E S " 0 - ' 5 1 1X6 HARDIE TRIM 1X4 HARDIE TRIM HARDIE SILL, TYP. EXTEND 1" BEYOND HARDIE TRIM LIME WASHED THIN BRICK I 2 N O T R O P N I I I T N O P T S E H G H M O R F T E S " 0 - ' 5 1 1'-6" ' . 0 0 0 6 5 HALF-LAPPED 12X12 WOOD BEAM BEYOND. SEE STRUCTURAL 1X6 HARDIE TRIM 1X4 HARDIE TRIM OPEN HARDIE LAP SIDING BEYOND 10X10 WOOD COLUMN. SEE STRUCTURAL OPEN HARDIE LAP SIDING BEYOND 10X10 WOOD COLUMN. SEE STRUCTURAL LIME WASHED THIN BRICK SLOPE FLOOR 1 PER FOOT TO DRAIN 8" CONCRETE DRIVEWAY EXISTING GRADE CARPORT CALCULATIONS 260 TOTAL SF BELOW PLATE 213 SF OPEN BELOW PLATE 82% OPEN 6" BOTTOM OF BEAM = 9'-0" ABOVE FIRST F.F. 10' REAR SETBACK ° 5 4 SECOND FLOOR F.F. 13'-0" GALLERY 2 F.F. 12'-0" STAIR LANDING F.F. 11'-0" PLATE HEIGHT = 10'-1" ABOVE FIRST F.F. PAINTED HARDIE FASCIA AND SOFFIT AS SPECIFIED, TYP. 10X10 WOOD COLUMN. SEE STRUCTURAL SPACE FOR A/C UNIT AND GENERATOR FIRST FLOOR F.F. 0'-0" PROPERTY LINE CONCRETE SLOPE FLOOR 1 PER FOOT TO DRAIN 8" PORTION 4 HIGH POINT OF GRADE = 560.00' I 4 N O T R O P N I I 3 N O T R O P N I ' . 0 0 0 6 5 I I T N O P T S E H G H M O R F T E S " 0 - ' 5 1 I I T N O P T S E H G H M O R F T E S " 0 - ' 5 1 ' . 0 0 0 6 5 HIGHEST ADJ. GRADE 560.83' LOWEST ADJ. GRADE 560.00' EXTERIOR ELEVATIONS SCALE: 1/4" = 1'-0" ' . 2 4 0 6 5 E D A R G . J D A E G A R E V A M O R F T E S " 0 - ' 2 3 SECOND FLOOR F.F. 13'-0" GALLERY 2 F.F. 12'-0" STAIR LANDING F.F. 11'-0" 9" 3:12 PLATE HEIGHT = 16'-10" ABOVE FIRST F.F. PAINTED HARDIE FASCIA AND SOFFIT AS SPECIFIED, TYP. LINES OF WALLS AND CEILING BEYOND, TYP. BRICK SOLDIER COURSE, TYP. T.O.W.= 9'-6" ABOVE FIRST FLOOR F.F. HARDIE TRIM, TYP. HARDIE SILL, TYP. EXTEND 1" BEYOND HARDIE TRIM 3:12 PLATE HEIGHT = 10'-2" ABOVE FIRST F.F. 1", TYP. 1", TYP. AVG. ADJ. GRADE 560.42' FIRST FLOOR F.F. 0'-0" SLOPE FLOOR 1 PER FOOT TO DRAIN 8" LIME WASHED BRICK 2 RIGHT ELEVATION SCALE: 1/4" = 1'-0" GISTERED ARCHIT E C T E R S T AT E FO SA XET 03-20-2026 e c n e d i s e R e t t a r b l i W t e e r t S h t 2 1 . W 0 1 2 1 3 0 7 8 7 s a x e T , n i t s u A Construction Documents Exterior Elevations Issue Date 03-20-26 Scale 1/4"=1'-0" A-4.1 Issue Permit Set Date 03-20-26 Notes The Contractor is responsible for confirming and correcting dimensions at the job site; the means, methods, techniques, sequences, or procedures of construction; and for safety precautions in connection with the Project. TILE ROOF 24:12 12 12 T.O.W.= 8'-6" ABOVE GALLERY 2 F.F. GALLERY 2 . H C R A F O N W O R C " 8 - ' 6 ENTRY " 0 - ' 1 " 0 - ' 9 " 0 - ' 8 CEILING SLOPES DOWN N W O R C " 8 - ' 6 . H C R A F O I E N I L G N R P S " 5 - ' 5 " 0 - ' 1 . H C R A F O N W O R C " 0 - ' 9 I E N I L G N R P S " 9 - ' 7 " 0 - ' 0 1 PLATE HEIGHT = 19'-1" ABOVE FIRST F.F. T.O.W.= 16'-2" ABOVE FIRST FLOOR F.F. " 0 - ' 0 1 STAIR HALL SEE INTERIOR ELEVATIONS 12 12 1'-0" PLATE HEIGHT = 19'-1" ABOVE FIRST F.F. 1", TYP. " 0 - ' 1 " 0 - ' 0 2 " 0 - ' 9 1 SECOND FLOOR F.F. 13'-0" GALLERY 2 F.F. 12'-0" STAIR LANDING F.F. 11'-0" STAIRS DASHED IN FOREGROUND SEE STRUCTURAL FOR FRAMING SPACE FOR A/C UNITS FIRST FLOOR F.F. 0'-0" SLOPE FLOOR 1 PER FOOT TO DRAIN 8" 12 12 12 12 SEE STRUCTURAL FOR FRAMING 1'-0" PLATE HEIGHT = 7'-1" ABOVE SECOND FLOOR F.F. T.O.W.= 8'-6" ABOVE SECOND FLOOR F.F. " 6 - ' 9 BEDROOM 3 " 6 - ' 2 " 0 - ' 7 OPEN/ A/C CHASE SEE STRUCTURAL FOR FRAMING DINING ROOM T.O.W.= 9'-6" ABOVE FIRST FLOOR F.F. SECOND FLOOR F.F. 13'-0" GALLERY 2 F.F. 12'-0" STAIR LANDING F.F. 11'-0" FIRST FLOOR F.F. 0'-0" PLATE HEIGHT = 7'-1" ABOVE SECOND FLOOR F.F. E N I L G N R P S " 5 - ' 5 TO CEDAR CLOSET BEYOND I " 0 - ' 2 . H C R A F O N W O R C " 0 - ' 9 I E N I L G N R P S " 9 - ' 7 " 0 - ' 1 1 EXISTING GRADE EXISTING GRADE NOTE: THE CONTRACTOR IS RESPONSIBLE FOR THE WATERPROOFING OF ALL STRUCTURES AND IS ENCOURAGED TO HIRE A WATERPROOFING CONSULTANT. NOTE: BRICK VENEER SHALL EXTEND TO GRADE. 1 BUILDING SECTION SCALE: 1/4" = 1'-0" 9" 12 24 12 6 2'-4" 51 2" I E N I L G N R P S " 5 - ' 5 H C R A F O N W O R C " 0 - ' 9 I E N I L G N R P S " 9 - ' 7 ENTRY OPEN TO STAIR HALL BEYOND SLOPE FLOOR 1 PER FOOT TO DRAIN 8" BOTTOM OF HEADER = 8'-6 1 2" ABOVE GALLERY 2 F.F. @ DORMER 3:12 HARDIE TRIM, TYP. PLATE HEIGHT = 16'-10" ABOVE FIRST F.F. "FLYING" MASONRY ABOVE ROOF T.O. BEAM = 11'-10" ABOVE FIRST F.F. COPPER SIDING LIME WASHED BRICK HARDIE SILL, TYP. EXTEND 1" BEYOND HARDIE TRIM 1", TYP. BRICK SURROUND, STACKED STRETCHER COURSE, 1" PROUD OF FIELD SECOND FLOOR F.F. 13'-0" GALLERY 2 F.F. 12'-0" STAIR LANDING F.F. 11'-0" FIRST FLOOR F.F. 0'-0" EXISTING GRADE 2 BUILDING SECTION SCALE: 1/4" = 1'-0" 12 12 TILE ROOF 24:12 24 24 TILE ROOF 24:12 12 12 12 12 ELLIPTICAL ARCH. MAJOR RADIUS 2'-0" MINOR RADIUS 1'-3" 3'-0" DECORATIVE COPPER CHIMNEY POT BRICK ROWLOCK CAP. SLOPE TOP TO DRAIN, TYP. SEE STRUCTURAL FOR FRAMING " 0 - ' 1 GALLERY 2 OPEN TO STAIR HALL BEYOND " 0 - ' 9 " 0 - ' 8 N W O R C " 8 - ' 6 H C R A F O 9" 1", TYP. 2" ABOVE GALLERY 2 BOTTOM OF HEADER = 8'-6 1 F.F. @ DORMER PAINTED HARDIE FASCIA AND SOFFIT AS SPECIFIED, TYP. "FLYING" MASONRY ABOVE ROOF STEPPED THRU-WALL FLASHING, TYP. LIME WASHED BRICK COPPER SIDING LIME WASHED BRICK CHIMNEY 6'-11" 12 12 6 TOP OF CHIMNEY = 21'-9" ABOVE FIRST FLOOR F.F. DIMENSIONS AT CHIMNEY SHOWN TO EXTERIOR OF FINISH BRICK BRICK ROWLOCK CAP. SLOPE TOP TO DRAIN, TYP. 23 4" 12 12 R 3'-7" TOP OF CHIMNEY = 13'-9" ABOVE FIRST FLOOR F.F. 24 PLATE HEIGHT = 12'-5" ABOVE FIRST F.F. 2'-4" 51 2" 1", TYP. LIME WASHED BRICK SEE STRUCTURAL FOR FRAMING 9 1 2"X12 WOOD BEAM. SEE STRUCTURAL PLATE HEIGHT = 12'-3" ABOVE FIRST F.F. SECOND FLOOR F.F. 13'-0" GALLERY 2 F.F. 12'-0" STAIR LANDING F.F. 11'-0" 12 12 23 3'-7" 4" R SEE STRUCTURAL FOR FRAMING 12X12 WOOD BEAM. SEE STRUCTURAL OUTDOOR KITCHEN " 0 - ' 0 1 12X12 WOOD BEAM. SEE STRUCTURAL SCREENED PANELS, TYP. SEE DETAILS 5/A-7.0 BRICK SOLDIER COURSE, 1" PROUD OF FIELD BOTTOM OF BEAM = 9'-0" ABOVE FIRST FLOOR F.F. SCREENED PORCH SEE INTERIOR ELEVATIONS LIME WASHED BRICK 36" VENT-FREE ISOKERN F.P. LIME WASHED BRICK SPACE FOR BBQ - VERIFY SELECTION WITH OWNER BRICK ROWLOCK CAP. SLOPE TOP TO DRAIN, TYP. 12X12 COLUMN. SEE STRUCTURAL " 0 - ' 0 1 ELLIPTICAL ARCH. MAJOR RADIUS 2'-6" MINOR RADIUS 1'-3" STAIRS DASHED BEYOND EXISTING GRADE T.O.W.= 9'-0" ABOVE FIRST FLOOR F.F. T.O.W.= 9'-0" ABOVE FIRST FLOOR F.F. " 0 - ' 1 1 BAR SEE INTERIOR ELEVATIONS FOUNDATION BELOW BAR TO BE PIER AND BEAM. SEE STRUCTURAL FIRST FLOOR F.F. 0'-0" BUILDING SECTIONS SCALE: 1/4" = 1'-0" GISTERED ARCHIT E C T E R S T AT E FO SA XET 03-20-2026 e c n e d i s e R e t t a r b l i W t e e r t S h t 2 1 . W 0 1 2 1 3 0 7 8 7 s a x e T , n i t s u A Construction Documents Building Sections Issue Date 03-20-26 Scale 1/4"=1'-0" A-4.2 Issue Permit Set Date 03-20-26 Notes The Contractor is responsible for confirming and correcting dimensions at the job site; the means, methods, techniques, sequences, or procedures of construction; and for safety precautions in connection with the Project. SETBACK PLANE NON-FUNCTIONAL VENT 12 12 PAINTED HARDIE FASCIA AND SOFFIT AS SPECIFIED, TYP. ° 5 4 ' . 2 4 0 6 5 E D A R G . J D A E G A R E V A M O R F T E S " 0 - ' 2 3 SECOND FLOOR F.F. 13'-0" GALLERY 2 F.F. 12'-0" STAIR LANDING F.F. 11'-0" I 3 N O T R O P N I I I T N O P T S E H G H M O R F T E S " 0 - ' 5 1 ' . 7 6 0 6 5 FIRST FLOOR F.F. 0'-0" AVG. ADJ. GRADE 560.42' SETBACK PLANE 4 5 ° 5' SIDE SETBACK PROPERTY LINE TILE ROOF 12:12 PAINTED HARDIE FASCIA AND SOFFIT AS SPECIFIED, TYP. T.O.W.= 9'-0" ABOVE FIRST FLOOR F.F. HARDIE LAP SIDING LIME WASHED THIN BRICK STAIRS TO GRADE AS REQUIRED. SEE LANDSCAPE ARCHITECT 1 BUILDING SECTION SCALE: 1/4" = 1'-0" PITCH BREAK T.O. VENT= 19'-2" ABOVE FIRST FLOOR F.F. 12 12 TILE ROOF 6:12 12 12 12 12 1'-0" SHAPED EXPOSED 2X6 BARGE RAFTER PLATE HEIGHT = 11'-6" ABOVE FIRST F.F. SEE STRUCTURAL FOR FRAMING 12 12 1'-6" " 0 - ' 1 HARDIE LAP SIDING PLATE HEIGHT = 10'-1" ABOVE FIRST F.F. PLATE HEIGHT = 10'-1" ABOVE FIRST F.F. HALF- LAPPED 12X12 WOOD BEAM BEYOND. SEE STRUCTURAL T.O.W.= 8'-0" ABOVE FIRST FLOOR F.F. SHAPED EXPOSED 2X6 RAFTER TAILS, TYP. SPACE AS SHOWN 1'-0" HARDIE LAP SIDING 1X6 HARDIE TRIM 1X4 HARDIE TRIM PLATE HEIGHT = 8'-3" ABOVE FIRST F.F. HARDIE LAP SIDING LIME WASHED THIN BRICK HARDIE SILL, TYP. EXTEND 1" BEYOND HARDIE TRIM I H C R A F O GALLERY E N N W I L O G R N C R " P 0 S - ' 9 " 3 - ' 8 OPEN TO PRIMARY HALL BEYOND 6" ELLIPTICAL ARCH. MAJOR RADIUS 1'-6" MINOR RADIUS 0'-9" " 0 - ' 0 1 OPEN TO STORAGE 2 BEYOND HARDIE LAP SIDING 10X10 WOOD COLUMN. SEE STRUCTURAL SLOPE FLOOR 1 PER FOOT TO DRAIN 8" HARDIE LAP SIDING BEYOND 1X4 HARDIE TRIM BEYOND, TYP. TO STORAGE 3 BEYOND 10X10 WOOD COLUMN. SEE STRUCTURAL 1X6 HARDIE TRIM BEYOND, TYP. OPEN 6" OPEN BEYOND CONCRETE DRIVEWAY SLOPES DOWN EXISTING GRADE LINES OF WALLS AND CEILING BEYOND, TYP. EXISTING GRADE LIME WASHED THIN BRICK CARPORT CALCULATIONS 248 TOTAL SF BELOW PLATE 203 SF OPEN BELOW PLATE 82% OPEN NOTE: THE CONTRACTOR IS RESPONSIBLE FOR THE WATERPROOFING OF ALL STRUCTURES AND IS ENCOURAGED TO HIRE A WATERPROOFING CONSULTANT. NOTE: BRICK VENEER SHALL EXTEND TO GRADE. BOTTOM OF BEAM = 9'-0" ABOVE FIRST F.F. 5' SIDE SETBACK PROPERTY LINE 10X10 WOOD COLUMN. SEE STRUCTURAL SECOND FLOOR F.F. 13'-0" GALLERY 2 F.F. 12'-0" STAIR LANDING F.F. 11'-0" I 3 N O T R O P N I I I T N O P T S E H G H M O R F T E S " 0 - ' 5 1 ' . 0 0 0 6 5 FIRST FLOOR F.F. 0'-0" HIGHEST ADJ. GRADE 560.83' LOWEST ADJ. GRADE 560.00' 3'-31 2" TOP OF CHIMNEY = 35'-7" ABOVE FIRST FLOOR F.F. 1", TYP. COPPER CHIMNEY POT BRICK ROWLOCK CAP. SLOPE TOP TO DRAIN, TYP. DIMENSIONS AT CHIMNEY SHOWN TO EXTERIOR OF FINISH BRICK 12 12 PLATE HEIGHT = 7'-1" ABOVE SECOND FLOOR F.F. 12 12 LIME WASHED BRICK CHIMNEY "FLYING" MASONRY ABOVE ROOF 12 8 LINES OF WALLS AND CEILING BEYOND, TYP. LIME WASHED BRICK 1'-0" LIME WASHED BRICK 1" 12 12 BRICK ROWLOCK CAP 7'-83 4" LINES OF FLUE BEYOND, TYP. BRICK SOLDIER COURSE, TYP. PLATE HEIGHT = 7'-1" ABOVE SECOND FLOOR F.F. T.O.W.= 6'-6" ABOVE SECOND FLOOR F.F. STEPPED THRU-WALL FLASHING, TYP. 12 1'-0" 12 1", TYP. 12 12 STEPPED THRU-WALL FLASHING, TYP. PLATE HEIGHT = 9'-1" ABOVE SECOND FLOOR F.F. TILE ROOF 24:12 TILE ROOF 12:12 1'-0" 12 12 BRICK ROWLOCK SILL. SLOPE TOP TO DRAIN, TYP. TILE ROOF 12:12 TILE ROOF 3'-5 1/2"R PITCH BREAK BRICK ROWLOCK CAP. SLOPE TOP TO DRAIN, TYP. 4" APPROX. TOP OF VENT 24'-4" ABOVE FIRST FLOOR F.F. ALIGN TOP WITH BRICK COURSING 12 12 " 3 BRICK SOLDIER COURSE BEYOND 1", TYP. TOP OF CHIMNEY = 21'-9" ABOVE FIRST FLOOR F.F. T.O.W.= 8'-6" ABOVE GALLERY 2 F.F. 1X5 HARDIE TRIM 1X4 HARDIE TRIM PLATE HEIGHT = 19'-1" ABOVE FIRST F.F. PITCH BREAK 3'-7" R PLATE HEIGHT = 12'-3" ABOVE FIRST F.F. 23 4" 1X6 HARDIE TRIM 1'-0" LIME WASHED BRICK PAINTED HARDIE FASCIA AND SOFFIT AS SPECIFIED, TYP. 1", TYP. HARDIE LAP SIDING HALF- LAPPED 12X12 WOOD BEAM BEYOND. SEE STRUCTURAL 1'-0" 12 12 FAUX VENT. SEE DETAIL 6/A-7.0 PLATE HEIGHT = 19'-1" ABOVE FIRST F.F. LIME WASHED BRICK " 6 - / + 3" LIME WASHED BRICK CHIMNEY BRICK ROWLOCK SILL BEYOND. SLOPE TOP TO DRAIN 3'-0" LIME WASHED BRICK 3'-11" DECORATIVE COPPER CHIMNEY POT T.O.W.= 19'-6" ABOVE FIRST FLOOR F.F. 1", TYP. BRICK ROWLOCK CAP. SLOPE TOP TO DRAIN, TYP. TOP OF CHIMNEY = 13'-9" ABOVE FIRST FLOOR F.F. DIMENSIONS AT CHIMNEY SHOWN TO EXTERIOR OF FINISH BRICK BOTTOM OF BEAM = 9'-0" ABOVE FIRST FLOOR F.F. LINES OF WALLS AND CEILING BEYOND, TYP. SECOND FLOOR F.F. 13'-0" GALLERY 2 F.F. 12'-0" STAIR LANDING F.F. 11'-0" 12X12 WOOD BEAM. SEE STRUCTURAL SPACE FOR A/C UNITS FIRST FLOOR F.F. 0'-0" OPEN STEEL BEAM, TYP. SEE STRUCTURAL CANTILEVERED STEEL BEAM CONCRETE NEW PIER TO BE OF EQUAL SIZE AND DEPTH OF EXISTING AND NO GREATER. SLOPE FLOOR BEYOND 1 8" PER FOOT TO DRAIN EXISTING GRADE SEE STRUCTURAL FOR FRAMING PLATE HEIGHT = 11'-6" ABOVE FIRST F.F. LIME WASHED BRICK " 0 - ' 0 1 " 0 - ' 1 H C R A F O N W O R C " 0 - ' 9 I E N I L G N R P S " 3 - ' 8 OPEN TO LIVING BEYOND GALLERY 1'-6" PLATE HEIGHT = 8'-3" ABOVE FIRST F.F. HARDIE LAP SIDING ELLIPTICAL ARCH. MAJOR RADIUS 1'-6" MINOR RADIUS 0'-9" 1'-0" T.O.W.= 9'-0" ABOVE FIRST FLOOR F.F. SCREENED PANELS, TYP. SEE DETAILS 5/A-7.0 1X4 HARDIE TRIM HARDIE SILL, TYP. EXTEND 1" BEYOND HARDIE TRIM HARDIE LAP SIDING LIME WASHED THIN BRICK STEEL TREADS (NO RISERS) OPEN OPEN OPEN EXISTING GRADE FOUNDATION BELOW BAR TO BE PIER AND BEAM. SEE STRUCTURAL LINES OF WALLS AND CEILING BEYOND, TYP. SECOND FLOOR F.F. 13'-0" GALLERY 2 F.F. 12'-0" STAIR LANDING F.F. 11'-0" FIRST FLOOR F.F. 0'-0" 2 BUILDING SECTION SCALE: 1/4" = 1'-0" BUILDING SECTIONS SCALE: 1/4" = 1'-0" GISTERED ARCHIT E C T E R S T AT E FO SA XET 03-20-2026 e c n e d i s e R e t t a r b l i W t e e r t S h t 2 1 . W 0 1 2 1 3 0 7 8 7 s a x e T , n i t s u A Construction Documents Building Sections Issue Date 03-20-26 Scale 1/4"=1'-0" A-4.3 SECOND FLOOR F.F. 13'-0" GALLERY 2 F.F. 12'-0" STAIR LANDING F.F. 11'-0" PAINTED HARDIE FASCIA AND SOFFIT AS SPECIFIED, TYP. BOTTOM OF BEAM = 9'-0" ABOVE FIRST FLOOR F.F. 12X12 WOOD BEAM. SEE STRUCTURAL HARDIE LAP SIDING STAIRS TO GRADE AS REQUIRED. SEE LANDSCAPE ARCHITECT FIRST FLOOR F.F. 0'-0" EXISTING GRADE LIME WASHED THIN BRICK 1 BUILDING SECTION SCALE: 1/4" = 1'-0" 3'-31 2" COPPER CHIMNEY POT SLOPE TOP TO DRAIN, TYP. TOP OF CHIMNEY = 35'-7" ABOVE FIRST FLOOR F.F. 1", TYP. LIME WASHED BRICK CHIMNEY DIMENSIONS AT CHIMNEY SHOWN TO EXTERIOR OF FINISH BRICK 12 12 SEE STRUCTURAL FOR FRAMING 12 12 1'-0" 1'-0" 12 12 TILE ROOF 6:12 HARDIE LAP SIDING TILE ROOF 12:12 PITCH BREAK TILE ROOF 3'-5 1/2"R OPEN TO HALL 2 BEYOND " 8 - ' 6 " 6 - ' 2 " 0 - ' 7 SITTING ROOM " 6 - ' 9 23 4" SEE STRUCTURAL FOR FRAMING TILE ROOF 12:12 PAINTED HARDIE FASCIA AND SOFFIT AS SPECIFIED, TYP. SLOPE ROOF 1 4" PER FOOT TO DRAIN R 3'-7" PLATE HEIGHT = 12'-3" ABOVE FIRST F.F. HALF-LAPPED 12X12 WOOD BEAM. SEE STRUCT. SEE STRUCTURAL FOR FRAMING SCREENED PANELS, TYP. SEE DETAILS 5/A-7.0 " 0 - ' 0 1 12X9.5 WOOD BEAM. SEE STRUCTURAL SCREENED PORCH SLOPE FLOOR 1 PER FOOT TO DRAIN 8" SEE STRUCTURAL FOR FRAMING NEW PIER TO BE OF EQUAL SIZE AND DEPTH OF EXISTING AND NO GREATER. OPEN LIME WASHED THIN BRICK NOTE: THE CONTRACTOR IS RESPONSIBLE FOR THE WATERPROOFING OF ALL STRUCTURES AND IS ENCOURAGED TO HIRE A WATERPROOFING CONSULTANT. NOTE: BRICK VENEER SHALL EXTEND TO GRADE. " 0 - ' 2 " 0 - ' 9 " 0 - ' 1 1 OPEN TO GALLERY BEYOND OPEN TO LIVING BEYOND KITCHEN SEE INTERIOR ELEVATIONS 48" ISOKERN MAGNUM F.P. HARDIE TRIM, TYP. EXISTING GRADE 12 12 HARDIE LAP SIDING HALF- LAPPED 12X12 WOOD BEAM BEYOND. SEE STRUCTURAL 6" SECOND FLOOR F.F. 13'-0" GALLERY 2 F.F. 12'-0" STAIR LANDING F.F. 11'-0" PAINTED HARDIE FASCIA AND SOFFIT AS SPECIFIED, TYP. PLATE HEIGHT = 10'-1" ABOVE FIRST F.F. BOTTOM OF BEAM = 9'-0" ABOVE FIRST F.F. OPEN TO STORAGE 3 BEYOND OPEN BEYOND CONCRETE DRIVEWAY SLOPES DOWN 1X6 HARDIE TRIM BEYOND 1X4 HARDIE TRIM BEYOND HARDIE LAP SIDING BEYOND 10X10 WOOD COLUMN. SEE STRUCTURAL SLOPE FLOOR 1 PER FOOT TO DRAIN 8" FIRST FLOOR F.F. 0'-0" Issue Permit Set Date 03-20-26 Notes The Contractor is responsible for confirming and correcting dimensions at the job site; the means, methods, techniques, sequences, or procedures of construction; and for safety precautions in connection with the Project. GISTERED ARCHIT E C T E R S T AT E FO SA XET 03-20-2026 e c n e d i s e R e t t a r b l i W t e e r t S h t 2 1 . W 0 1 2 1 3 0 7 8 7 s a x e T , n i t s u A Construction Documents Building Sections Issue Date 03-20-26 Scale 1/4"=1'-0" A-4.4 BUILDING SECTIONS SCALE: 1/4" = 1'-0" HEIGHT 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 8'-0" MATERIAL ALUMINUM CLAD/ WOOD ALUMINUM CLAD/ WOOD ALUMINUM CLAD/ WOOD ALUMINUM CLAD/ WOOD ALUMINUM CLAD/ WOOD ALUMINUM CLAD/ WOOD ALUMINUM CLAD/ WOOD ALUMINUM CLAD/ WOOD MDF 9'-0" 9'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" MDF MDF MDF MDF MDF MDF MDF MDF MDF MDF MDF MDF MDF MDF MDF MDF MDF MDF MDF TAG A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA BB CC DD WIDTH 6'-0" 6'-0" 3'-0" 3'-0" 6'-0" 3'-0" 3'-0" 7'-6" 3'-0" OMITTED 2'-6" 2'-6" 3'-0" 3'-4" 2'-6" OMITTED 2'-6" 2'-6" 3'-0" 5'-0" 5'-0" 3'-0" 2'-6" 2'-8" 2'-8" 2'-8" 2'-6" 2'-8" 2'-8" 3'-0" GENERAL NOTES: OPERATION NOTES DOOR SCHEDULE 6'-0" 6'-0" 6'-0" 7'-6" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 2'-6" 2'-6" 2'-6" PAIR 3'-0" X 9'-0". NARROW STILES AND RAILS PAIR 3'-0" X 9'-0". NARROW STILES AND RAILS 3'-0" X 9'-0" MULLED TO WINDOW 123. NARROW STILES AND RAILS 3'-0" X 9'-0" MULLED TO WINDOW 123. NARROW STILES AND RAILS PAIR 3'-0" X 9'-0". NARROW STILES AND RAILS 2'-6" X 9'-0" MULLED TO FLANKING FIXED 2'-6" X 9'-0" DOORS. SEE ELEVATION. NARROW STILES AND RAILS " 0 - ' 9 " 0 - ' 9 " 0 - ' 9 " 0 - ' 9 " 0 - ' 9 " 0 - ' 9 " 0 - ' 9 " 0 - ' 9 PAIR 1'-8" X 8'-0" PAIR 2'-6" X 8'-0" PAIR 2'-6" X 8'-0" A B C D E F G H 2 DOOR ELEVATIONS SCALE: 1/4"=1'-0" MULL TO WINDOW 123 MULL TO WINDOW 123 INSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING OUTSWING INSWING OUTSWING INSWING POCKET POCKET INSWING OUTSWING OUTSWING OUTSWING INSWING INSWING INSWING INSWING INSWING INSWING INSWING INSWING 1. CONTRACTOR SHALL MEASURE ALL OPENINGS IN FIELD PRIOR TO ORDERING WINDOWS. 2. CONTRACTOR AND WINDOW MANUFACTURER TO VERIFY ALL TEMPERED GLASS LOCATIONS, DIRECTION OF OPERATION SWING, ROUGH OPENINGS AND EGRESS REQUIREMENTS. 3. ALL ELEVATIONS ARE SHOWN AS VIEWED FROM THE EXTERIOR. 4. ALL DIMENSIONS TO BE VERIFIED IN FIELD PRIOR TO ORDERING. 5. PROVIDE SHOP DRAWINGS FOR ARCHITECT APPROVAL. 6. SEE ELEVATIONS FOR ALL SURROUND MATERIALS AND DIMENSIONS. SLOPE SILLS TO DRAIN. 1 DOOR SCHEDULE SCALE: N.T.S. Issue Permit Set Date 03-20-26 Notes The Contractor is responsible for confirming and correcting dimensions at the job site; the means, methods, techniques, sequences, or procedures of construction; and for safety precautions in connection with the Project. OPERATION FIXED FIXED FIXED FIXED FIXED FIXED FIXED FIXED FIXED FIXED FIXED FIXED FIXED FIXED FIXED FIXED FIXED FIXED FIXED FIXED FIXED FIXED FIXED FIXED FIXED FIXED FIXED FIXED FIXED FIXED NOTES 4'-0" " 0 - ' 2 1 2'-6" 2'-6" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 4'-0" 4'-0" 2'-0" 2'-0" " 0 - ' 8 " 0 - ' 8 " 0 - ' 6 " 0 - ' 9 " 0 - ' 9 " 0 - ' 9 " 0 - ' 7 " 0 - ' 7 " 0 - ' 8 " 0 - ' 5 " 0 - ' 5 (4) 3'-0" X 12'-0". MULL TO DOOR C AND DOOR D 100 101 102 103 104 105 106 107 108 109 110 111 PAIR 2'-6" X 6'-6" 4 WINDOW ELEVATIONS SCALE: 1/4"=1'-0" WINDOW SCHEDULE TAG 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 200 201 202 203 204 205 206 207 208 209 210 211 212 WIDTH 4'-0" 2'-6" 2'-6" 5'-0" 5'-0" 5'-0" 5'-0" 4'-0" 4'-0" 5'-0" 2'-0" 2'-0" 4'-0" 1'-0" 3'-0" 3'-0" 5'-0" 3'-0" 3'-0" 5'-0" 3'-6" 3'-6" 3'-6" 12'-0" 2'-0" 2'-0" 2'-0" 2'-0" 5'-0" 2'-0" 5'-0" 1'-6" 2'-0" 2'-0" 1'-6" 3'-0" 3'-0" HEIGHT 12'-0" 8'-0" 8'-0" 6'-0" 9'-0" 9'-0" 9'-0" 7'-0" 7'-0" 8'-0" 5'-0" 5'-0" 5'-6" 3'-0" 6'-6" 6'-6" 8'-6" 6'-6" 6'-6" 8'-6" 8'-6" 8'-6" 8'-6" 9'-0" 5'-6" 5'-6" 5'-6" 5'-6" 6'-6" 3'-0" 3'-6" 2'-6" 3'-6" 3'-6" 2'-6" 6'-6" 6'-6" HEAD HEIGHT 16'-2" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 8'-0" 8'-0" 9'-0" 7'-6" 7'-6" 8'-0" 7'-0" 8'-0" 8'-0" 9'-6" 9'-6" 9'-6" 9'-6" 9'-6" 9'-6" 9'-6" 9'-0" 8'-6" 14'-0" 19'-6" 8'-6" 8'-0" 6'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 8'-6" 8'-6" MATERIAL ALUMINUM CLAD/WOOD ALUMINUM CLAD/WOOD ALUMINUM CLAD/WOOD ALUMINUM CLAD/WOOD ALUMINUM CLAD/WOOD ALUMINUM CLAD/WOOD ALUMINUM CLAD/WOOD ALUMINUM CLAD/WOOD ALUMINUM CLAD/WOOD ALUMINUM CLAD/WOOD ALUMINUM CLAD/WOOD ALUMINUM CLAD/WOOD ALUMINUM CLAD/WOOD ALUMINUM CLAD/WOOD ALUMINUM CLAD/WOOD ALUMINUM CLAD/WOOD ALUMINUM CLAD/WOOD ALUMINUM CLAD/WOOD ALUMINUM CLAD/WOOD ALUMINUM CLAD/WOOD ALUMINUM CLAD/WOOD ALUMINUM CLAD/WOOD ALUMINUM CLAD/WOOD ALUMINUM CLAD/WOOD ALUMINUM CLAD/WOOD ALUMINUM CLAD/WOOD ALUMINUM CLAD/WOOD ALUMINUM CLAD/WOOD ALUMINUM CLAD/WOOD ALUMINUM CLAD/WOOD ALUMINUM CLAD/WOOD ALUMINUM CLAD/WOOD ALUMINUM CLAD/WOOD ALUMINUM CLAD/WOOD ALUMINUM CLAD/WOOD ALUMINUM CLAD/WOOD ALUMINUM CLAD/WOOD PUSH-OUT FRENCH CASEMENTS EGRESS. PAIR 2'-6" X 3'-6". NO CENTER MULL. PUSH-OUT CASEMENT PUSH-OUT CASEMENT PUSH-OUT CASEMENT PUSH-OUT CASEMENT PUSH-OUT CASEMENT PUSH-OUT CASEMENT EGRESS EGRESS GENERAL NOTES: 1. CONTRACTOR SHALL MEASURE ALL OPENINGS IN FIELD PRIOR TO ORDERING WINDOWS. 2. CONTRACTOR AND WINDOW MANUFACTURER TO VERIFY ALL TEMPERED GLASS LOCATIONS, DIRECTION OF OPERATION SWING, ROUGH OPENINGS AND EGRESS REQUIREMENTS. 3. ALL ELEVATIONS ARE SHOWN AS VIEWED FROM THE EXTERIOR. 4. ALL DIMENSIONS TO BE VERIFIED IN FIELD PRIOR TO ORDERING. 5. PROVIDE SHOP DRAWINGS FOR ARCHITECT APPROVAL. 6. SEE ELEVATIONS FOR ALL SURROUND MATERIALS AND DIMENSIONS. SLOPE SILLS TO DRAIN. 3 WINDOW SCHEDULE SCALE: N.T.S. " 6 - ' 5 " 6 - ' 5 4'-0" 3'-0" 3'-0" 5'-0" 3'-0" 3'-0" 5'-0" 3'-6" 3'-6" 3'-6" 12'-0" 3'-0" 3'-0" 3'-0" 3'-0" 1'-0" " 0 - ' 3 " 6 - ' 6 " 6 - ' 6 " 6 - ' 8 " 6 - ' 6 " 6 - ' 6 " 6 - ' 8 " 6 - ' 8 " 6 - ' 8 " 6 - ' 8 " 0 - ' 9 112 113 114 115 116 117 118 119 120 121 122 123 MULL TO DOOR C AND DOOR D 2'-0" " 6 - ' 5 2'-0" " 6 - ' 5 2'-0" 2'-0" 5'-0" 2'-6" 2'-6" " 6 - ' 5 " 6 - ' 6 " 0 - ' 3 2'-0" 5'-0" 2'-6" 2'-6" 1'-6" 2'-0" 2'-0" 1'-6" " 6 - ' 3 " 6 - ' 2 " 6 - ' 3 " 6 - ' 3 " 6 - ' 2 3'-0" 3'-0" " 6 - ' 6 " 6 - ' 6 200 201 202 203 204 205 206 207 208 209 210 211 212 DOOR + WINDOW SCHEDULES SCALE: AS NOTED GISTERED ARCHIT E C T E R S T AT E FO SA XET 03-20-2026 e c n e d i s e R e t t a r b l i W t e e r t S h t 2 1 . W 0 1 2 1 3 0 7 8 7 s a x e T , n i t s u A Construction Documents Door + Window Schedules Issue Date 03-20-26 Scale As Noted A-6.0