02.1 - 503 E Annie St - Drawings — original pdf

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Sheet Index Cover Sheet, Site Plans, Permit Requirements G-001 G-002 Site Plans ASE-101 AS-101 Plans Cover Sheet General Notes Existing Site Plan Site Plan First Floor Plans Second Floor Plans Roof Plans A-100 Slab Edge Diagram A-101 A-102 A-103 Elevations A-201 A-202 Schedules A-601 A-602 Window Schedule Door Schedule Unit 1 - Lower House Elevations Unit 2 - Upper House Elevations 119_EA_East Annie Property Information Project Type: Two Family Residential Owners: Ashish Gupta and Cathleen Tocknell LOT AREA SUMMARY LOT SIZE Maximum FAR (55%) Maximum Impervious Cover (45%) 6,577 sq ft 3,617 sq ft 2,959 sq ft Proposed FAR (Total) Unit 1 (Lower House) Unit 2 (Upper House) Proposed Impervious Cover 2,856 sq ft 1,396 sq ft 1,460 sq ft 2,857 sq ft Site Address: 503 East Annie Street Austin TX 78704 PROPOSED SDCI Project Number: AE Legal Description: LOT 2, BLOCK 9, BLUEBONNET HILLS ADDITION Assessor Parcel Number: 283372 Gross Floor Area Calculations Zoning: SF-3-NP Setbacks: Side 5'-0", Rear 10'-0", Front 15'-0" Building Max Height: 35'-0" Project Team Murray Legge Architecture 1701 Emilie Lane Unit B Austin Texas 78731 Phone: (512) 817-9264 E-mail: lincoln@murraylegge.com Contact: Lincoln Davidson, AIA Structural Engineer Higgins Design 1103 Lambie St Unit B, Austin, TX 78702 Phone: Email: Contact: Ben Higgins, P.E. (708) 715-9403 ben.higgins@higgins-designs.com Civil Engineer Milian Engineering 501 N IH 35 #209C Austin, Texas 78702 Phone: Email: max@milianengineering.com Contact: G. Maximiliano Martinez, P.E. (956) 251-5146 Applicable Codes Conditioned Space Unit 1 - Lower House Lower Floor Upper Floor Unit 1 Conditioned Square Footage: Unit 2 - Upper House Lower Floor Upper Floor Unit 2 Conditioned Square Footage: 633 sq ft 763 sq ft 1,396 sq ft (21.2% FAR) 897 sq ft 746 sq ft 1,643 sq ft (24.9% FAR) Total Conditioned Square Footage 3,039 sq ft (46.2% FAR) Unconditioned Unit 1 - Lower House Carport Screened Porch Porch Unit 1 Unconditioned Square Footage: 320 sq ft 107 sq ft 492 sq ft 919 sq ft Unit 2 - Upper House Overhangs Unit 2 Unconditioned Square Footage: 87 sq ft 87 sq ft Gross Area Under Roof Unit 1 Unit 2 2,315 sq ft 1,730 sq ft Impervious Cover Calculation LOT SIZE Maximum Impervious Cover (45%) 6,577 sq ft 2,959 sq ft Contractor to verify compliance with all applicable codes and notify Architect of discrepancies, including but not limited to the: - 2021 IRC w/ Austin Amendments - 2021 IECC w/ Austin Amendments - 2021 Uniform Plumbing Code (UPC) - 2023 National Electric Code (NEC) - 2021 Uniform Mechanical Code (UMC) - 2018 International Swimming Pool and Spa Code Unit Ground Coverage Unit 1 (Lower House) Unit 2 (Upper House) Site Features Carport Porches Screen Porch Driveway Pool Coping Condensing Units Pool Equipment Stairs and Misc. Paving/Site Overhangs Stone Wall 633 sq ft 897 sq ft 320 sq ft 490 sq ft 107 sq ft 110 sq ft 102 sq ft 36 sq ft 24 sq ft 88.5 sq ft 87 sq ft 35 sq ft Total 2,929.5 sq ft (44.5%) These documents are for interim review only and not intended for bidding or construction purposes. R Murray Legge Architect Texas 16791 1 3 7 8 7 X T , n i t s u A , B t i n U e n a L e i l i m E 1 0 7 1 PROJECT 4 0 7 8 7 X T n i t s u A t e e r t i S e n n A t s a E 3 0 5 DATE TITLE e r u t c e t i h c r A e g g e L y a r r u M y b j t c e o r P A STRUCTURAL ENGINEERING Higgins Design 1103 Lambie St Unit B, Austin, TX 78702 (708) 715-9403 ben.higgins@higgins-designs.com CIVIL ENGINEERING Milian Engineering 501 N IH 35 #209C Austin, Texas 78702 (956) 251-5146 max@milianengineering.com e i n n A _ E A _ 9 1 1 l a i t n e d s e R y i l i m a F o w T 1/20/25 Cover Sheet DRAWING No. G-001 PROJECT No. 119 503 E ANNIE 1 G-001 Location Map NOT TO SCALE ^North ABBREVIATIONS AND AT AIR CONDITIONING AVERAGE ADJACENT GRADE ADJACENT / ADJUSTABLE ALUMINUM ANCHOR & @ A/C A.A.G. ADJ. ALUM. ANCH. APPROX. APPROXIMATE ARCH. ASPH. ARCHITECTURAL ASPHALT BD. BITUM. BLDG. BLK. BM. BOT. BOARD BITUMINOUS BUILDING BLOCK / BLOCKING BEAM(S) BOTTOM CENTERLINE CATCH BASIN CONTROL JOINT CEILING CLOSET CLEAR CONCRETE MASONRY UNIT CLEAN OUT ℄ C.B. C.J. CLG. CLO. CLR. CMU/ C.M.U. C.O. COL/COLS. CONC. CONN. CONSTR. CONSTRUCTION CONT. CORR. CPT. C.T. CONTINUOUS CORRIDOR CARPET CERAMIC TILE CONCRETE CONNECTION COLUMN / COLUMNS DBL. DEPT DCO DET. D.F. DIA. DIM. DISP. DN. DS. DWG. DOUBLE DEPARTMENT DOUBLE CLEANOUT DETAIL DRINKING FOUNTAIN DIAMTER DIMENSION DISPENSER DOWN DOWNSPOUT DRAWING EA. E.J. ELEC. ELEV. E.P. EQ. EQPT. ETC. E.W.C. EXIST. EXP. EXT. EACH EXPANSION JOINT ELECTRIC, ELECTRICAL ELEVATION ELECTRICAL PANEL BOARD EQUAL EQUIPMENT ET CETERA ELECTRIC WATER COOLER EXISTING EXPANSION EXTERIOR F.D. FEC CABINET F.F. F.F.E. FLOOR DRAIN FIRE EXTINGUISHER FINISH FLOOR FINISH FLOOR ELEVATION FIN. FLR. FLUOR. FRMG. FT. FTG. FURR. FINISH FLOOR FLUORESCENT FRAMING FEET FOOTING FURRING GA. GALV. GB. GL. GYP. GYP. BD. GYPSUM BOARD GAUGE GALVANIZED GRAB BAR GLASS GYPSUM H.B. H/C HDWD. HDWR. HORIZ. I.D. INFO. IN. INSUL. INT. HOSE BIB HANDICAPPED HARDWOOD HARDWARE HORIZONTAL INSIDE DIAMETER INFORMATION INCH INSULATION INTERIOR JANITOR JAN. JAN. CLO. JANITOR CLOSET JOIST JST. LAM. LAV. LT. LAMINATE LAVATORY LIGHT MANF. M.B. MAS. MAX. MECH. MET./MTL. METAL MIN. MISC. MIR. MTD. MUL. MW MANUFACTURER MARKER BOARD MASONRY MAXIMUM MECHANICAL MINIMUM MISCELLANEOUS MIRROR MOUNTED MULLION MICROWAVE N.I.C. NO. NOM. N.T.S. O.U. O.V. OFF. O.H. OPNG. OPP. NOT IN CONTRACT NUMBER NOMINAL NOT SO SCALE ON CENTER OUTSIDE DIAMETER OFFICE OPPOSITE HAND OPENING OPPOSITE P/PL. PART. PLAM PLWD PREFAB. PREFABRICATED PLATE PARTITION PLASTIC LAMINATE PLYWOOD PT. PTD. P.T.D. P.T.D./D. POINT PAINTED PAPER TOWEL DISPENSER PAPER TOWEL DISPENSER/ DISPOSAL QTR. QUARTER R. RADIUS ROLLER BLIND RB ROOF DRAIN R.D. RE./REF. REFERENCE REFRIG. REFRIGERATOR REINF. REQ. RM. RM. NO. R.O. REINFORCED REQUIRED ROOM ROOM NUMBER ROUGH OPENIN SCHEDULE SOAP DISPENSER SECTION SUBFLOOR SHOWER SHEET SHEATHING SIMILAR SANITARY NAPKIN DISPOSAL SHUTOFF VALVE STAND PIPE SPECIFICATION SQUARE SCHED. SD. SECT. SERV. SK. SERVICE SINK S.F. SHWR. SHT. SHTG. SIM. SN. SOV. SP. SPEC. SQ. S.S./ST. STL. STD. STL. STANDARD STEEL STOR. STRU. SUSP. SV. STORAGE STRUCTURAL SUSPENDED SHEET VINYL STAINLESS STEEL TOWEL BAR TONGUE AND GROOVE TELEPHONE TOP OF CURB TOP OF PAVEMENT TOP OF SLAB TOP OF SUBFLOOR TOP OF WALL TOILET PAPER HOLDER TREADS TELEVISION TYPICAL T.B. T & G TEL. T.O.C. T.O.P. T.O.S. T.O.S.F. T.O.W. TOIL./TLT. TOILET TP TR. TV TYP. UN. URINAL VCT VERT. VEST. V.I.F. W/ W.A. WD. WNDW WP. W.I.P. WSCT. WT. VINYL COMPOSITION TILE VERTICAL VESTIBULE VERIFY IN FIELD WITH WATER CLOSET WOOD WINDOW WATERPROOF WATER & ICE PROTECTION MEMBRANE WAINSCOT WEIGHT YD. YARD General Notes 1. All work shall conform to all applicable codes and ordinances. 2. Do not scale drawings: use calculated dimensions only. Verify existing "as-built" dimensions as req'd. All dimensions are to face of stud unless noted otherwise. 3. Verify all rough-in dimensions and locations for equipment, fixtures etc. Provide all blocking, buck-outs, backing and jacks required for installation. 4. All wood in contact with concrete to be pressure treated. 5. All flashing to be galvanized, galvalume or factory finish to be approved by architect and owner. 6. Contractor shall verify all existing conditions prior to initiating any portion of the work. 7. Provide all protection, shoring and bracing as required by site conditions in order to maintain a safe job site and protect components to remain. 8. Stair and guardrail openings to be less than 4". 9. Tight line all affected drainage to approved drainage system. 10. All framing to be properly caulked, sealed, gasketed or otherwise treated to minimize air infiltration prior to sheathing and finishing. 11. All (new) smoke detectors to be hardwired to home's electrical system. 12. If subsurface water is encountered at any point, contact the owner's geotechnical engineer for recommendations before proceeding. WALKTHROUGHS, FIELD TESTS, AND SITE MEETINGS MOCK UPS AND SUBBMITTALS GENERAL CONTRACTOR TO ARRANGE THE FOLLOWING ONSITE WALKTHROUGHS, FIELD TESTS, AND MEETINGS WITH RELEVANT SUBCONTRACTORS AND CONSULTANTS Prior to backfilling of slab edge and site drainage Contractor to arrange walkthrough with Architect, Landscape Architect, and Installer to verify installation and sizing Contractor to arrange walkthrough with Architect to verify placement of all plumbing, electrical, and steel baseplates in slab. Refer to Slab Edge Diagram. Contractor to arrange meeting with Steel Fabricator and Framer on site to review Sequencing, Details, and Coordination between trades WALKTHROUGHS AND SITE MEETINGS: 1. Foundation Formwork - Prior to Rebar Placement Contractor to verify formwork location after excavation and formwork survey prior to placement of rebar and review with Architect in field. 2. Foundation Pre Pour - Prior to Placement of Concrete 3. Drainage and Grading Check 3. Framing and Structural Steel Meeting 4. Mechanical Walkthrough 5. Plumbing Walkthrough 6. Electrical Walkthrough 7. Cabinetry Installer Walkthrough 8. Trim Carpentry Review 9. Tile Coursing and Orientation Prior to any Electrical Wiring Electrician to tack up all switch and fixture boxes and conduct walkthrough with Owner and Architect to verify placement and switching Prior to installation of tile Contractor to arrange meeting with Installer, Architect, and Owner to mock up tile coursing and orientation for each room and surface. Prior to Mechanical Rough contractor to walkthrough with Owner and Architect to verify placement of all return and supply air grilles and diffusers Following Installation of Site Drainage Contractor to simulate 100 year rainfall event for min of 1 hour and ensure that site drainage is adequate and free of obstructions FIELD TESTS: 1. Site and Slab Edge Drainage Flood Test 2. Window and Skylight Hose Test 3. Roof Hose Test 4. Electrical Dimmers and Flickering Test Contractor and Architect to hose test all windows and skylights per ASTM E1105 Contractor and Roofer to hose test all flashings and gutters to ensure water tightness and flow to downspouts and scuppers Contractor and Electrician to verify no dimmers, three way switches, or other electrical devices induce flickering or other issues with normal use GENERAL CONTRACTOR TO FURNISH THE FOLLOWING SAMPLES, MOCK UPS, AND SUBMITTALS a. Cement Board Siding b. Metal Soffit w/ Custom Steel Gutter c. Metal Roof (after final color determined from sample) ON SITE MOCK UPS: 1. Full Scale Mock up of Typical Wall Section at least 4'-0" wide, for Owner and Architect approval of finishes, connections, joints, and flashings: Including: 2. Steel Planter/Retraining Wall 3. 3'-0" x 3'-0" Metal Rail and Guard Rail - Per Detail X/XX 4. Stair One (1) Tread and Riser minimum to approve finishes and fit 5. Tile Material Mock Up With Grout and Edge Detail for Each Floor and Wall Tile 6. Wood Flooring Mock Up 7. Five (5) Paint Mock Up on Actual Interior Wall Surfaces SAMPLES: 1. (4) 2'-0" x 2'-0" Stucco Color Samples 2. (4) 1'-0"x 1'-0" Metal Roof and Flashing Color Samples (Furnished by Roofer) 3. Paint Samples 4. Wood Flooring Samples 5. Soffit, Deck and Exterior Wood Trim Samples SUBMITTALS: 1. Foundation Form Survey 2. Soil Compaction Testing Report 3. Concrete Compressive Strength Report 4. Window, Door, and Glass Shop Drawings 5. Truss Shop Drawings 6. Steel Shop Drawings (Structural and Architectural) 7. Appliances 8. Electrical Fixtures 9. Casework Shop Drawings and Samples 10. HVAC Calculations and Equipment Cut Sheets 11. Plumbing Order 12. Door, Bathroom, and Misc. Hardware Order 13. HVAC Testing/Balance Report And Blower Door Test Report NOTES: 1) SEE SPECIFICATIONS FOR 2) ADDITIONAL TREE PROTECTION REQUIREMENTS IF THERE IS NO EXISTING IRRIGATION, SEE SPECIFICATIONS FOR WATERING 3) NO PRUNING SHALL BE PREFORMED EXCEPT BY APPROVED ARBORIST 4) NO EQUIPMENT SHALL OPERATE INSIDE THE PROTECTIVE FENCING INCLUDING DURING FENCE INSTALLATION AND REMOVAL 5) SEE SITE PREPARATION PLAN FOR ANY MODIFICATIONS WITH THE TREE PROTECTION AREA CHAIN LINK FENCE 4" THICK LAYER OF MULCH MAINTAIN EXISTING GRADE WITH THE TREE PROTECTION FENCE UNLESS OTHERWISE INDICATED ON PLANS These documents are for interim review only and not intended for bidding or construction purposes. R Murray Legge Architect Texas 16791 1 3 7 8 7 X T , n i t s u A , B t i n U e n a L e i l i m E 1 0 7 1 PROJECT 4 0 7 8 7 X T n i t s u A t e e r t i S e n n A t s a E 3 0 5 DATE TITLE e r u t c e t i h c r A e g g e L y a r r u M y b j t c e o r P A STRUCTURAL ENGINEERING Higgins Design 1103 Lambie St Unit B, Austin, TX 78702 (708) 715-9403 ben.higgins@higgins-designs.com CIVIL ENGINEERING Milian Engineering 501 N IH 35 #209C Austin, Texas 78702 (956) 251-5146 max@milianengineering.com e i n n A _ E A _ 9 1 1 l a i t n e d s e R y i l i m a F o w T 1/20/25 General Notes DRAWING No. G-002 PROJECT No. 119 2 G-002 No Step Threshold SCALE: 1' = 1'-0" POOL ENCLOSURE: OWNER RESPONSIBLE FOR COMPLIANCE WITH TEXAS HEALTH AND SAFETY CODE, CHAPTER 757. POOL YARD ENCLOSURES AND ANY OTHER APPLICABLE CODE REQUIREMENTS, INCLUDING BUT NOT LIMITED TO: APPROVED POOL ENCLOSURE FENCE, SELF-CLOSING AND SELF-LOCKING GATES, ALARMED DOORS & WINDOWS. 1 G-002 Tree Protection SCALE: 1/4" = 1'-0" These documents are for interim review only and not intended for bidding or construction purposes. R Murray Legge Architect Texas 16791 STRUCTURAL ENGINEERING Higgins Design 1103 Lambie St Unit B, Austin, TX 78702 (708) 715-9403 ben.higgins@higgins-designs.com CIVIL ENGINEERING Milian Engineering 501 N IH 35 #209C Austin, Texas 78702 (956) 251-5146 max@milianengineering.com 1 3 7 8 7 X T , n i t s u A , B t i n U e n a L e i l i m E 1 0 7 1 PROJECT 4 0 7 8 7 X T n i t s u A t e e r t i S e n n A t s a E 3 0 5 DATE TITLE e r u t c e t i h c r A e g g e L y a r r u M y b j t c e o r P A e i n n A _ E A _ 9 1 1 l a i t n e d s e R y i l i m a F o w T 1/20/25 Existing Site Plan DRAWING No. ASE-101 PROJECT No. 119 EXISTING SITE IMPERVIOUS COVER IS 0 sqft (0%) EXISTING UTILITY POLE 1" IPF 4 5 5 2 5 5 3 5 5 Tag T101 Dia. 23" Species PECAN Status Existing TREE TABLE CU 551 121.65' N 20 00' 00" W 5'-0" SIDE YARD SET BACK PER COA § 25-2-773 0 5 5 1 5 5 L O T H A S B E E N C L E A R E D O F A L L S T R U C T U R E S , U T I L I T I E S , A N D F L A T W O R K I E N I L G N D L I U B " 0 - ' 5 2 8 7 G P , 2 7 4 L O V 551 CM 1/2" IRF 5 5 0 501 E ANNIE ST LOT 1 BLK 9 BLUE BONNET HILLS A: 6,387 sq ft 551 503 E ANNIE ST LOT 2 BLK 9 BLUE BONNET HILLS A: 6,577 sq ft EXISTING CONCRETE CURB T E E R T S E N N A E I W O R " 0 - ' 0 6 TREE PROTECTION FENCE - PROTECT AREA WITHIN FENCE WITH MULCH ABANDON EXISTING SERVICE, PER TAP PLAN. TRADE METER FOR NEW METERS PER TAP PLAN 549 K C A B T E S D R A Y T N O R F " 0 - ' 5 1 3 7 7 - 2 - 5 2 § A O C R E P 5 4 8 ' . 0 0 3 5 E " 0 0 ' 0 0 0 7 S 6 4 5 1 1/2" IPF T101 7 4 5 5'-0" SIDE YARD SET BACK PER COA § 25-2-773 0 5 5 0 5 5 CM 1/2" IRF 4 5 5 3 5 5 2 5 5 1 5 5 129.54' S 20 00' 00" W 5 4 8 5 5 5 5 5 5 556 5 5 5 CU 6 5 5 K C A B T E S D R A Y R A E R " 0 - ' 0 1 3 7 7 - 2 - 5 2 § A O C R E P 7 5 5 DASHED LINE OF 7'-6" ELECTRIC SETBACK PER COA DASHED LINE OF 15'-0" RADIAL ELECTRIC SETBACK PER COA - REFER TO ELEVATIONS FOR HEIGHTS AND COMPLIANCE EXISTING OVERHEAD ELECTRIC LINE EXISTING STONE WALL ' 3 2 . 3 5 W " 7 1 ' 3 4 4 6 N 9 1 T O L EXISTING OVERHEAD ELECTRIC LINE 7 5 5 EXISTING UTILITY POLE (CURRENT SERVICE POLE) 1 ASE-101 Site Plan - Existing SCALE: 1/8" = 1'-0" Impervious Cover Calculation LOT SIZE Maximum Impervious Cover (45%) 6,577 sq ft 2,959 sq ft Unit Ground Coverage Unit 1 (Lower House) Unit 2 (Upper House) Site Features Carport Porches Screen Porch Driveway Pool Coping Condensing Units Pool Equipment Stairs and Misc. Paving/Site Overhangs Stone Wall 633 sq ft 897 sq ft 320 sq ft 490 sq ft 107 sq ft 110 sq ft 102 sq ft 36 sq ft 24 sq ft 88.5 sq ft 87 sq ft 35 sq ft Total 2,929.5 sq ft (44.5%) Tag T101 Dia. 23" Species PECAN Status Existing TREE TABLE POOL ENCLOSURE: OWNER RESPONSIBLE FOR COMPLIANCE WITH TEXAS HEALTH AND SAFETY CODE, CHAPTER 757. POOL YARD ENCLOSURES AND ANY OTHER APPLICABLE CODE REQUIREMENTS, INCLUDING BUT NOT LIMITED TO: APPROVED POOL ENCLOSURE FENCE, SELF-CLOSING AND SELF-LOCKING GATES, ALARMED DOORS & WINDOWS. NOTE: NO WORK REQUIRING A PERMIT WILL OCCUR AT ADJACENT PROPERTY (501 E ANNIE), BUT THE EXISTING STRUCTURE WILL SERVE AS PORTION OF POOL ENCLOSURE, NEW FENCES WILL BE CONSTRUCTED ON PROPERTY TO COMPLETE ENCLOSURE AND ALARMS TO BE INSTALLED ON ALL DOORS AND WINDOWS THAT PROVIDE ACCESS TO ENCLOSED AREA. 6'-0" FENCE AT PROPERTY LINE - PROVIDES ENCLOSURE FOR POOL AREA 5 5 5 556 EXISTING UTILITY POLE 6'-0" POOL ENCLOSURE FENCE CONNECTS TO BUILDING 1" IPF 4 5 5 SCREEN AROUND EP AND WATER HEATER 2 5 5 BUILDING SERVES AS POOL ENCLOSURE - PROVIDE ALARMS FOR ALL DOORS AND WINDOWS PER TEXAS POOL CODE 4'-6"(554'-0") D O W N 4 U P 3 2 1 551 121.65' N 20 00' 00" W CU GRAVEL SCREEN AROUND AC EQUIPMENT 2'-6"(552'-0") GRAVEL 3 5 5 GRAVEL 22'-1 1/2" 1'-0"(550'-6") 5'-0" SIDE YARD SET BACK PER COA § 25-2-773 6"(550'-0") BUILDING HIGH CORNER 0 5 5 501 E ANNIE ST LOT 1 BLK 9 BLUE BONNET HILLS A: 6,387 sq ft 6'-0" POOL ENCLOSURE FENCE CONNECTS TO BUILDING 551 6'-0" FENCE AT PROPERTY LINE - PROVIDES ENCLOSURE FOR POOL AREA D O W N 4 U P 3 2 1 503 E ANNIE ST LOT 2 BLK 9 BLUE BONNET HILLS A: 6,577 sq ft HANDRAIL DASHED LINE OF ROOF OVERHANG 1 5 5 CARPORT SCREEN DASHED LINE OF ROOF OVERHANG CARPORT A: 320 sq ft -3"(549'-3") DRIVEWAY A: 110 sq ft GRAVEL ROLLING CAR GATE GRAVEL -2 1/4"(549'-3 3/4") VISITABLE ROUTE ORIGINATES AT CARPORT, SEE PLAN L1 6 5 5 1'-0" 17'-0 3/4" 4'-0" UP 1 2 3 4 DOWN GRAVEL HANDRAIL HANDRAIL 7'-0" RISE IN 34'-0" (2 1/2" PER 1'-0") SITE VISITABILITY EXEMPTION FOR REAR UNIT (SWITCHBACK RAMP REQIRED) GRILL HANDRAIL 2'-6"(552'-0") 4 3 2 1 P U 5 N W O D 2'-6"(552'-0") COPING A: 102 sq ft " 6 - ' 2 4 UNIT 2 UPPER HOUSE 2 STORY STICK FRAME FFE 556.5' 1643 SF 897 IMP COVER 22'-0" SCREEN PORCH 107 SF 107 IMP COVER 24'-7 1/2" 8'-3 1/4" BACK PORCH A: 225 sq ft 0 5 5 UNIT 1 LOWER HOUSE 2 STORY STICK FRAME FFE 549.5' 1396 SF 633 IMP COVER " 0 - ' 2 3 8'-3 1/4" FRNT PORCH A: 265 sq ft DASHED LINE OF ROOF OVERHANG " 0 - ' 6 1 POOL A: 400 sq ft 4'-9 1/2" 25'-0" 12'-3 1/2" HOT WATER HEATER POOL EQP GAS METER 5 5 5 -3'-2 1/4"(553'-3 3/4") BUILDING LOW CORNER 5'-0" SIDE YARD SET BACK PER COA § 25-2-773 CM 1/2" IRF 4 5 5 3 5 5 2 5 5 1 5 5 129.54' S 20 00' 00" W DISCONNECT 0 5 5 9 4 5 HOT WATER HEATER CU CU GAS METER 22'-0" 6'-0" FENCE AT PROPERTY LINE - PROVIDES ENCLOSURE FOR POOL AREA 5 4 8 CM 1/2" IRF 5 5 0 551 / " 4 1 0 1 - ' 5 " 0 - ' 2 1 5 4 8 ' . 0 0 3 5 E " 0 0 ' 0 0 0 7 S TREE PROTECTION FENCE - PROTECT AREA WITHIN FENCE WITH MULCH NO FENCE POSTS IN 1/4 CRZ - ALL POSTS IN 1/2 CRZ TO BE AIRSPADED EXISTING WASTE WATER LINE TO REMAIN, REFER TO TAP PLAN 6'-0" FENCE AT PROPERTY LINE - PROVIDES ENCLOSURE FOR POOL AREA 6 4 5 1 1/2" IPF " 0 - ' 2 " 6 - ' 8 I E N I L G N D L I U B " 0 - ' 5 2 8 7 G P , 2 7 4 L O V 549 -1 3/4"(549'-4 1/4") NEW WATER METERS (2) PER TAP PLAN K C A B T E S D R A Y T N O R F " 0 - ' 5 1 3 7 7 - 2 - 5 2 § A O C R E P T101 7 4 5 -2'-2"(547'-4") BUILDING LOW CORNER NEW CURB CUT AND APPROACH PER COA #433S-1 T E E R T S E N N A E I W O R " 0 - ' 0 6 7 5 5 DASHED LINE OF 7'-6" ELECTRIC SETBACK PER COA DASHED LINE OF 15'-0" RADIAL ELECTRIC SETBACK PER COA - REFER TO ELEVATIONS FOR HEIGHTS AND COMPLIANCE EXISTING OVERHEAD ELECTRIC LINE EXISTING STONE WALL ' 3 2 . 3 5 W " 7 1 ' 3 4 4 6 N 9 1 T O L 6'-0" FENCE AT PROPERTY LINE - PROVIDES ENCLOSURE FOR POOL AREA EXISTING OVERHEAD ELECTRIC LINE 10"CLEAR FROM AE 7'-6" SETBACK TO OVERHANG 5 5 5 CU K C A B T E S D R A Y R A E R " 0 - ' 0 1 3 7 7 - 2 - 5 2 § A O C R E P -6"(556'-0") BUILDING HIGH CORNER 2 3/4" CLEAR FROM AE 7'-6" SETBACK TO OVERHANG 7 5 5 STONE WALL A: 35 sq ft CU 4'-8 1/2" DISCONNECT ELECTRIC METER RACK EXISTING UTILITY POLE (CURRENT SERVICE POLE) 1 AS-101 Site Plan - Proposed SCALE: 1/8" = 1'-0" These documents are for interim review only and not intended for bidding or construction purposes. R Murray Legge Architect Texas 16791 STRUCTURAL ENGINEERING Higgins Design 1103 Lambie St Unit B, Austin, TX 78702 (708) 715-9403 ben.higgins@higgins-designs.com CIVIL ENGINEERING Milian Engineering 501 N IH 35 #209C Austin, Texas 78702 (956) 251-5146 max@milianengineering.com 1 3 7 8 7 X T , n i t s u A , B t i n U e n a L e i l i m E 1 0 7 1 PROJECT 4 0 7 8 7 X T n i t s u A t e e r t i S e n n A t s a E 3 0 5 DATE TITLE e r u t c e t i h c r A e g g e L y a r r u M y b j t c e o r P A e i n n A _ E A _ 9 1 1 l a i t n e d s e R y i l i m a F o w T 1/20/25 Site Plan DRAWING No. AS-101 PROJECT No. 119 A B 3'-6" C D 3'-0" 8'-1 1/2" F 11'-0" G 11'-0" 8'-1 1/2" J 19'-0" 1 A-202 1.18 " 0 - ' 5 " 2 / 1 1 - ' 3 KITCHEN 114 A: 237 sq ft / " 8 3 7 - ' 2 1 a 5 1 1 X STORAGE 115 A: 12 sq ft N W O D 1 1 1 2 1 3 1 4 1 5 1 6 Sill 3'-6" DW R DASHED LINE OF 7'-6" ELECTRIC SETBACK PER COA CU F 1 3 5 7 4 A-202 K C A B T E S D R A Y R A E R " 0 - ' 0 1 3 7 7 - 2 - 5 2 § A O C R E P 10 9 8 7 6 5 4 3 " 4 / 3 7 l l i S 6 1 . 1 2'-0" 8'-5" 5 1 . 1 6'-3 3/4" 4'-5" 4 1 . 1 2'-0" 8'-5" " 0 l l i S " 0 - ' 4 l l i S " 0 l l i S OVERHANG A: 10 sq ft 2 HANDRAIL 7 1 . 1 3'-2" 7'-10" HVAC VISITABLE ROUTE 114b P U 1 SD/CM 114a 8'-6" CEILING " 0 l l i S 10'-0" 8'-6" 9 1 . 1 " 0 - ' 6 1 OVERHANG A: 28 sq ft L1 COND. A: 897 sq ft DINING 115 A: 166 sq ft FIREPLACE, CONFIRM SIZE AND MODEL WITH OWNER VISITABLE ROUTE a 5 1 1 X 3'-4" 8'-6 1/4" DASHED LINE OF ROOF OVERHANG REFER TO SITE PLAN FOR STAIR AND LANDSCAPE INFORMATION EXTERIOR VISITABLE ROUTE EXEMPT " 6 - ' 0 1 2 A-202 " 0 l l i S 6'-10" 8'-5" 0 2 . 1 OVERHANG A: 11 sq ft DASHED LINE OF ROOF OVERHANG 3 5 3 1 . 1 3'-2" 7'-10" 1 P U " 4 / 3 7 l l i S " 3 - ' 4 SD/CM 111b HANDRAIL 111a 2 3 4 5 6 7 8 CU OVERHANG A: 10 sq ft 9 10 a 3 1 1 X STORAGE 113 A: 19 sq ft 1 1 1 2 1 3 Sill 3'-0" 1 5 1 4 1 6 N W O D " 4 / 3 0 1 - ' 2 " 0 - ' 4 1.12 0" (556'-6") LIVING 111 A: 206 sq ft 8'-6" CEILING Sill 0" " 0 - ' 3 " 6 - ' 8 1.11 HVAC MINI FRIDGE BATH 112 A: 19 sq ft a 2 1 1 VISITABLE ROUTE 12'-3" " 0 l l i S 10'-0" 8'-6" 0 1 . 1 " 0 - ' 6 1 OVERHANG A: 28 sq ft H U P 1 A-201 D O W N 4 3 2 1 CARPORT 107 A: 320 sq ft 1.06 " 0 - ' 6 " 2 / 1 1 - ' 3 Sill 4'-0" 104b HVAC BATH 104 A: 57 sq ft 104a e 1 0 1 SD/CM -6"(549'-0") I E N I L G N D L I U B " 0 - ' 5 2 8 7 G P , 2 7 4 L O V I I E L B A T S V R O R E T X E I E T U O R K C A B T E S D R A Y T N O R F " 0 - ' 5 1 3 7 7 - 2 - 5 2 § A O C R E P " 6 - ' 0 1 / " 4 3 8 - ' 0 1 / / " 8 5 7 - ' 1 3 " 2 1 6 - ' 0 1 " 4 / 3 8 - ' 0 1 1 2 4 6 7 SCRN PRCH 105 A: 107 sq ft / " 4 1 3 - ' 0 1 GRILL 10 1 1 12 13 14 15 16 17 18 19 9 8 7 6 5 4 3 2 1 W/D DOWN 101d 5 0 . 1 5'-0" 3'-10 3/4" " 4 / 3 1 - ' 6 l l i S X101c " 0 - ' 0 1 " 4 / 1 0 1 - ' 6 UP HAND RAIL DASHED LINE OF OPENING IN CEILING b 1 0 1 X 9'-10" 10'-0" BACK PRCH 106 A: 227 sq ft 4 0 . 1 10'-0" 10'-0" " 0 l l i S VISITABLE ROUTE a 1 0 1 X 3'-4" 10'-0" OPEN TO ABOVE 0"(549'-6") L1 COND. A: 633 sq ft " 0 l l i S 4'-5 3/4" 10'-0" 1 0 . 1 FRNT PRCH 100 A: 265 sq ft -6"(549'-0") 2 A-201 DINING 101 A: 205 sq ft 10'-0" CEILING COAT CLOSET F / " 4 1 4 - ' 0 2 21'-1" VISITABLE ROUTE DW VISITABLE ROUTE LIVING 103 A: 120 sq ft CASEWORK TV CABINET " 0 - ' 4 l l i S 3'-1 1/2" 6'-0" 2 0 . 1 KITCHEN 102 A: 99 sq ft RG Sill 4'-0" " 2 / 1 5 - ' 3 " 0 - ' 6 1.03 D O W N 4 3 2 1 U P E 5'-0" SIDE YARD SET BACK PER COA § 25-2-773 2 4 A-201 4 N W O D 5 4 3 2 1 P U 6 2'-6"(552'-0") 5'-0" SIDE YARD SET BACK PER COA § 25-2-773 1 A-101 Unit 1 - Lower House - L1 SCALE: 1/4" = 1'-0" A B C D 3 A-202 E F H J 3 A-201 G 2 A-101 Unit 2 - Upper House - L1 SCALE: 1/4" = 1'-0" These documents are for interim review only and not intended for bidding or construction purposes. R Murray Legge Architect Texas 16791 STRUCTURAL ENGINEERING Higgins Design 1103 Lambie St Unit B, Austin, TX 78702 (708) 715-9403 ben.higgins@higgins-designs.com CIVIL ENGINEERING Milian Engineering 501 N IH 35 #209C Austin, Texas 78702 (956) 251-5146 max@milianengineering.com 1 3 7 8 7 X T , n i t s u A , B t i n U e n a L e i l i m E 1 0 7 1 PROJECT 4 0 7 8 7 X T n i t s u A t e e r t i S e n n A t s a E 3 0 5 DATE TITLE e r u t c e t i h c r A e g g e L y a r r u M y b j t c e o r P A e i n n A _ E A _ 9 1 1 l a i t n e d s e R y i l i m a F o w T 1/20/25 First Floor Plans DRAWING No. A-101 PROJECT No. 119 A B 3'-0" C D 3'-0" E 8'-1 1/2" F 11'-0" G 11'-0" H 8'-1 1/2" J BED 213 A: 194 sq ft 12'-3" a 4 1 2 10'-3" (566'-9") SLOPED CEILING SD/CM CLOSET BUILT IN DAYBED L2 COND. A: 373 sq ft " 6 - ' 2 l l i S 6'-11 3/4" 5'-6" 7 1 . 2 19'-0" 1 A-202 1 1 1 2 1 3 1 4 1 5 Sill 2'-0" 1 6 N W O D HANDRAIL 2.16 " 6 - ' 3 " 8 - ' 7 214b 8'-0" CEILING BATH 214 A: 57 sq ft 113b " 0 - ' 4 " 6 - ' 5 2.15 P U 1 Sill 4'-2" Sill 2'-2" " 0 - ' 5 " 6 - ' 7 2.18 METAL ROOF BELOW, SEE ROOF PLAN FOR SLOPE INFORMATION 2.14 " 0 - ' 5 " 6 - ' 7 Sill 2'-2" 10'-3" (566'-9") CLOSET BED 211 A: 194 sq ft 10 9 8 7 6 5 4 3 2 1 P U 2.13 " 0 - ' 4 " 6 - ' 5 Sill 4'-2" 112b BATH 212 A: 56 sq ft 8'-0" CEILING 212b 2 3 4 5 6 7 8 9 10 HANDRAIL N W O D 1 1 1 2 1 3 Sill 2'-0" 1 5 1 6 1 4 " 6 - ' 3 " 8 - ' 7 2.12 3 A-202 4 A-202 1 3 5 7 BUILT IN DAY BED L2 COND. A: 373 sq ft SLOPED CEILING SD/CM a 2 1 2 " 6 - ' 2 l l i S 6'-11 3/4" 5'-6" 1 1 . 2 " 0 - ' 6 1 " 0 - ' 6 1 " 6 - ' 0 1 2 A-202 3 5 4 A-201 2 4 6 SLOPE TO DRAIN 1:12 SLOPE TO DRAIN 1:12 5 0 . 2 9'-3" 6'-0" " 2 / 1 9 l l i S RETURN HVAC/ AIR HANDLER b 3 0 2 204b BATH 204 A: 56 sq ft SLOPED CEILING 204a a 2 0 1 CHASE IN BENCH AND BOTTOM OF CLOSET, PER HVAC DESIGN WALL PANEL FOR STORAGE ACCESS BED 203 A: 208 sq ft SLOPED CEILING " 2 / 1 9 l l i S 9'-3" 6'-0" 7 0 . 2 RETURN 202b BATH 202 A: 56 sq ft SLOPED CEILING 202a a 1 0 2 CHASE IN BENCH AND BOTTOM OF CLOSET, PER HVAC DESIGN WALL PANEL FOR HVAC ACCESS L2 COND. A: 763 sq ft BED 201 A: 209 sq ft SLOPED CEILING SUPPLY SUPPLY BUILT IN DAYBED 4 0 . 2 5'-3" 6'-0" " 4 / 1 7 - ' 2 l l i S BUILT IN DESK STORAGE " 4 / 1 7 - ' 2 l l i S 5'-3" 6'-0" 1 0 . 2 1 A-201 SLOPE TO DRAIN 1:12 HAND RAIL AND GUARD 10 1 1 2.06 " 4 - ' 6 " 0 - ' 9 Sill 2'-0" 12 13 14 15 16 17 18 19 9 8 7 6 5 4 3 2 DOWN 1 HALL 201 A: 112 sq ft UP 11'-9"(561'-3") GUARD RAIL OPEN TO BELOW SD/CM SD SD Sill 4 1/2" " 5 - ' 0 1 " 0 - ' 6 2.02 3 A-201 G " 6 - ' 0 1 / " 4 3 8 - ' 0 1 / " 2 1 6 - ' 0 1 " 4 / 3 8 - ' 0 1 1 2 4 6 7 b 1 0 2 HVAC/ AIR HANDLER 2 A-201 STRUCTURAL ENGINEERING Higgins Design 1103 Lambie St Unit B, Austin, TX 78702 (708) 715-9403 ben.higgins@higgins-designs.com CIVIL ENGINEERING Milian Engineering 501 N IH 35 #209C Austin, Texas 78702 (956) 251-5146 max@milianengineering.com A B C D E F H J 2 A-102 Unit 2 - Upper House - L2 SCALE: 1/4" = 1'-0" 1 A-102 Unit 1 - Lower House - L2 SCALE: 1/4" = 1'-0" These documents are for interim review only and not intended for bidding or construction purposes. R Murray Legge Architect Texas 16791 1 3 7 8 7 X T , n i t s u A , B t i n U e n a L e i l i m E 1 0 7 1 PROJECT 4 0 7 8 7 X T n i t s u A t e e r t i S e n n A t s a E 3 0 5 DATE TITLE e r u t c e t i h c r A e g g e L y a r r u M y b j t c e o r P A e i n n A _ E A _ 9 1 1 l a i t n e d s e R y i l i m a F o w T 1/20/25 Second Floor Plans DRAWING No. A-102 PROJECT No. 119 A B C D E F G H J 1 3 5 7 SL-02 SLOPE 1'-9" : 1'-0" RIDGE SLOPE 1'-6" : 1'-0" SLOPE 3" : 1'-0" PITCH CHANGE STANDING SEAM ROOF, TYP RIDGE SLOPE 1'-6" : 1'-0" STANDING SEAM ROOF, TYP SLOPE 1 1/2" : 1'-0" PITCH CHANGE STANDING SEAM ROOF, TYP RIDGE DORMER SLOPE 3" : 1'-0" SLOPE 1'-6" : 1'-0" SL-01 SLOPE 1" : 1'-0" SLOPE 1'-6" : 1'-0" SLOPE 1" : 1'-0" DORMER HALF ROUND GUTTER 3 5 STANDING SEAM ROOF, TYP RIDGE 4" BOX GUTTER RIDGE 4" BOX GUTTER SLOPE 1" : 1'-0" SLOPE 1" : 1'-0" E P O L S " 0 - ' 1 : " 1 2 4 6 SLOPE 1" : 1'-0" SLOPE 1" : 1'-0" DORMER DORMER SLOPE 1" : 1'-0" SLOPE 1" : 1'-0" SLOPE 1'-0" : 1'-0" SLOPE 1'-0" : 1'-0" DORMER RIDGE RIDGE RIDGE SLOPE 1" : 1'-0" DORMER SLOPE 1" : 1'-0" DORMER 1 2 4 6 7 A B C D E F G H J PITCH CHANGE PITCH CHANGE 1 A-103 Roof SCALE: 1/4" = 1'-0" These documents are for interim review only and not intended for bidding or construction purposes. R Murray Legge Architect Texas 16791 1 3 7 8 7 X T , n i t s u A , B t i n U e n a L e i l i m E 1 0 7 1 PROJECT 4 0 7 8 7 X T n i t s u A t e e r t i S e n n A t s a E 3 0 5 DATE TITLE e r u t c e t i h c r A e g g e L y a r r u M y b j t c e o r P A STRUCTURAL ENGINEERING Higgins Design 1103 Lambie St Unit B, Austin, TX 78702 (708) 715-9403 ben.higgins@higgins-designs.com CIVIL ENGINEERING Milian Engineering 501 N IH 35 #209C Austin, Texas 78702 (956) 251-5146 max@milianengineering.com e i n n A _ E A _ 9 1 1 l a i t n e d s e R y i l i m a F o w T 1/20/25 Roof Plans DRAWING No. A-103 PROJECT No. 119 1 2 4 6 7 E F G H J 10'-6" 10'-8 3/4" 10'-6 1/2" 10'-8 3/4" 8'-1 1/2" 11'-0" 8'-1 1/2" 12 1 11'-0" FLAT SEAM METAL PANEL STANDING SEAM MTL ROOF 3.02 FLAT SEAM METAL PANEL STANDING SEAM MTL ROOF 2.05 1.05 SCREEN PORCH STANDING SEAM MTL ROOF 12 1 PERF MTL SCREEN STL PLANTER, SEE LANDSCAPE 2.04 " 8 / 1 5 - ' 2 3 E D A R G G V A M O R F T H G N D L I U B I S.F. L2 (UNIT 1) 11'-8 1/4" (561.19') PLATE L1 10'-1 1/8" ASF L1 COLUMN, PER STRUC NEW MTL FENCE SEE LANDSCAPE S.F. L1 (UNIT 2) 7'-0" (556.5') STL HANDRAIL COLUMN, PER STRUC POOL SCREEN PORCH OPEN TO BEYOND X101b 1.04 BAY WINDOW 2.02 12 12 12 1 FLAT SEAM MTL PANEL, MATCH ROOF FINISH " 8 / 1 5 - ' 2 3 E D A R G G V A M O R F T H G N D L I U B I 1.03 SIDING 01 OPEN TO BEYOND 4 A-201 Unit 1 - Lower House S Elev SCALE: 1/4" = 1'-0" 3 A-201 Unit 1 - Lower House E Elev SCALE: 1/4" = 1'-0" EXTERIOR MATERIAL SCHEDULE Material Description Notes Siding 1 Hardie Board and Batten 5/16" board w/ 3/4" x 2 1/2" batten 4" O.C. Mtl Roof / Mtl1 Brake Metal - Color by Owner Steel Prime and Paint - Color by Owner Concrete Exposed Concrete Match finish of all metal roofing, flashings, gutters, and downspouts. Roofs to be Standing Seam Metal, all Siding to be Berridge Thin Line Profile Metal Panel Clean and Brush Steel free of all rust, prime with black primer, and paint - Match Prefinished Windows exterior color Form all visible and exposed concrete with clean 2x4 boards and plywood, vibrate to minimize honeycombing 7 6 4 2 1 J H G F E 10'-6 1/2" 10'-8 3/4" 10'-6" 8'-1 1/2" 11'-0" 12 1 11'-0" 8'-1 1/2" 10'-8 3/4" STANDING SEAM MTL ROOF FLAT SEAM METAL PANEL STANDING SEAM MTL ROOF 3.01 2.07 2.01 1.02 COLUMN, PER STRUC 1.01 X101a SIDING 01 " 8 / 1 5 - ' 2 3 E D A R G G V A M O R F T H G N D L I U B I 12 1 PERF MTL SCREEN STL PLANTER, SEE LANDSCAPE STANDING SEAM MTL ROOF FLAT SEAM METAL PANEL STANDING SEAM MTL ROOF 12 12 FLAT SEAM MTL PANEL, MATCH ROOF FINISH 2.06 STANDING SEAM MTL ROOF COLUMN, PER STRUC 1.06 SIDING 01 12 1 OPEN TO BEYOND 12 1 12 12 X101c " 8 / 1 5 - ' 2 3 E D A R G G V A M O R F T H G N D L I U B I 12 1 SCREEN PORCH PERF MTL SCREEN STL PLANTER, SEE LANDSCAPE MAX HEIGHT 34'-2" (583.66') DORMER PEAK 32'-5" A. AVG GRADE DRMR PLT 3 18'-10 3/4" ASF L2 ROOF PEAK 17'-4" ASF L2 INT PEAK 13'-0 1/4" ASF L2 DRMR PLT 2 12'-10 1/2" ASF L2 DRMR PLT 1 9'-0 5/8" ASF L2 PLATE L2 6'-0 7/8" ASF L2 S.F. L2 (UNIT 2) 17'-2 1/4" (566.69) S.F. L1 (UNIT 1) 0'-0" (549.5') AVERAGE GRADE -0'-10" (548.66') HEIGHT LIMIT 34'-2" (583.66') DORMER PEAK 32'-5" A. AVG GRADE DRMR PLT 3 18'-10 3/4" ASF L2 ROOF PEAK 17'-4" ASF L2 INT PEAK 13'-0 1/4" ASF L2 DRMR PLT 2 12'-10 1/2" ASF L2 DRMR PLT 1 9'-0 5/8" ASF L2 PLATE L2 6'-0 7/8" ASF L2 S.F. L2 (UNIT 2) 17'-2 1/4" (566.69) S.F. L2 (UNIT 1) 11'-8 1/4" (561.19') PLATE L1 10'-1 1/8" ASF L1 S.F. L1 (UNIT 2) 7'-0" (556.5') S.F. L1 (UNIT 1) 0'-0" (549.5') AVERAGE GRADE -0'-10" (548.66') These documents are for interim review only and not intended for bidding or construction purposes. R Murray Legge Architect Texas 16791 MAX HEIGHT 34'-2" (583.66') DORMER PEAK 32'-5" A. AVG GRADE DRMR PLT 3 18'-10 3/4" ASF L2 ROOF PEAK 17'-4" ASF L2 INT PEAK 13'-0 1/4" ASF L2 DRMR PLT 2 12'-10 1/2" ASF L2 DRMR PLT 1 9'-0 5/8" ASF L2 PLATE L2 6'-0 7/8" ASF L2 S.F. L2 (UNIT 2) 17'-2 1/4" (566.69) S.F. L2 (UNIT 1) 11'-8 1/4" (561.19') PLATE L1 10'-1 1/8" ASF L1 COLUMN, PER STRUC S.F. L1 (UNIT 2) 7'-0" (556.5') S.F. L1 (UNIT 1) 0'-0" (549.5') AVERAGE GRADE -0'-10" (548.66') HEIGHT LIMIT 35'-0" A. AVG GRADE DORMER PEAK 19'-10 3/4" ASF L2 32'-5" A. AVG GRADE DRMR PLT 3 18'-10 3/4" ASF L2 ROOF PEAK 17'-4" ASF L2 INT PEAK 13'-0 1/4" ASF L2 DRMR PLT 2 12'-10 1/2" ASF L2 DRMR PLT 1 9'-0 5/8" ASF L2 PLATE L2 6'-0 7/8" ASF L2 S.F. L2 (UNIT 2) 17'-2 1/4" (566.69) S.F. L2 (UNIT 1) 11'-8 1/4" (561.19') PLATE L1 10'-1 1/8" ASF L1 S.F. L1 (UNIT 2) 7'-0" (556.5') S.F. L1 (UNIT 1) 0'-0" (549.5') AVERAGE GRADE -0'-10" (548.66') 1 3 7 8 7 X T , n i t s u A , B t i n U e n a L e i l i m E 1 0 7 1 PROJECT 4 0 7 8 7 X T n i t s u A t e e r t i S e n n A t s a E 3 0 5 DATE TITLE STRUCTURAL ENGINEERING Higgins Design 1103 Lambie St Unit B, Austin, TX 78702 (708) 715-9403 ben.higgins@higgins-designs.com CIVIL ENGINEERING Milian Engineering 501 N IH 35 #209C Austin, Texas 78702 (956) 251-5146 max@milianengineering.com e r u t c e t i h c r A e g g e L y a r r u M y b j t c e o r P A e i n n A _ E A _ 9 1 1 l a i t n e d s e R y i l i m a F o w T 1/20/25 Unit 1 - Lower House Elevations DRAWING No. A-201 PROJECT No. 119 2 A-201 Unit 1 - Lower House N Elev SCALE: 1/4" = 1'-0" 1 A-201 Unit 1 - Lower House W Elev SCALE: 1/4" = 1'-0" " 4 / 1 1 - ' 3 HIGH PEAK 13'-2 5/8" A.S.F. L2 25'-3" A. AVG GRADE LOW PEAK 10'-1 3/8" ASF L2 DRMR PLT 1 8'-1 1/8" ASF L2 " 3 - ' 5 2 I T H G E H G N D L I U B I E D A R G E G A R E V A M O R F STAIR PLATE 13'-3 5/8" ASF L1 S.F. L2 (UNIT 2) 10'-2 1/4" (566.62) PLATE L1 8'-7 1/8" ASF L1 S.F. L1 (UNIT 2) 0'-0" (556.5') AVERAGE GRADE -1'-10 1/8" (554.67') S.F. L1 (UNIT 1) -7'-0" (549.5') HEIGHT LIMIT 35'-0" A. AVG GRADE 1 3 5 7 7 5 3 1 16'-0" 10'-6" 16'-0" 16'-0" 10'-6" 16'-0" These documents are for interim review only and not intended for bidding or construction purposes. R Murray Legge Architect Texas 16791 SL-02 SL-01 STANDING SEAM MTL ROOF FLAT SEAM MTL PANEL, MATCH ROOF STANDING SEAM MTL ROOF STANDING SEAM MTL ROOF FLAT SEAM MTL PANEL, MATCH ROOF 2.11 2.17 STANDING SEAM MTL ROOF SIDING 01 1.15 1.17 1.16 1.14 1.13 SIDING 01 1.20 X115a 1.19 S.F. L2 (UNIT 1) 4'-8 1/4" (561.19') X115a BACK VENT FIRE PLACE X113a GRAVEL LANDING STEEL RAILING AND STAIR FACE OF STEEL PLANTER STL PLANTER, SEE LANDSCAPE " 4 / 1 1 - ' 3 HIGH PEAK 13'-2 5/8" A.S.F. L2 25'-3" A. AVG GRADE LOW PEAK 10'-1 3/8" ASF L2 DRMR PLT 1 8'-1 1/8" ASF L2 STAIR PLATE 13'-3 5/8" ASF L1 S.F. L2 (UNIT 2) 10'-2 1/4" (566.62) PLATE L1 8'-7 1/8" ASF L1 " 3 - ' 5 2 I T H G E H G N D L I U B I E D A R G E G A R E V A M O R F BRAKE MTL SOFFIT, MATCH ROOF FINISH SIDING 01 S.F. L2 (UNIT 1) 4'-8 1/4" (561.19') S.F. L1 (UNIT 2) 0'-0" (556.5') AVERAGE GRADE -1'-10 1/8" (554.67') BRAKE MTL SOFFIT, MATCH ROOF FINISH SIDING 01 EXPOSED FOUNDATION EDGE USE CLEAN FORMWORK AND LEAVE UNPARGED 1.10 16'-0" I N G S E D EXTERIOR MATERIAL SCHEDULE Material Description Notes Siding 1 Hardie Board and Batten 5/16" board w/ 3/4" x 2 1/2" batten 4" O.C. Mtl Roof / Mtl1 Brake Metal - Color by Owner Steel Prime and Paint - Color by Owner Concrete Exposed Concrete Match finish of all metal roofing, flashings, gutters, and downspouts. Roofs to be Standing Seam Metal, all Siding to be Berridge Thin Line Profile Metal Panel Clean and Brush Steel free of all rust, prime with black primer, and paint - Match Prefinished Windows exterior color Form all visible and exposed concrete with clean 2x4 boards and plywood, vibrate to minimize honeycombing S.F. L1 (UNIT 1) -7'-0" (549.5') POOL SHELL, PER STRUCTURAL 2 A-202 Unit 2 - Upper House N Elev SCALE: 1/4" = 1'-0" 4 A-202 Unit 2 - Upper House S Elev SCALE: 1/4" = 1'-0" PRIMARY NEUTRAL " 6 - ' 9 7'-6" CLEARANCE ELECTRIC PER AE 15' PRIMARY CLEARANCE PER AE 15' NEUTRAL CLEARANCE PER AE LOW AE DISTRIBUTION WIRE LOCATED IN ALLEY ADJACENT. CONTRACTOR TO MAINTAIN OSHA REQ CLEARANCES AND SAFETY PROTOCOL FOR ALL SUBCONTRACTORS, WORKERS AND STAFF. PER OSHA 1926.1408 TABLE A, MINIMUM CLEARANCE OF 10' FROM POWER LINE STANDING SEAM MTL ROOF 12 3 SL-01 FLAT SEAM METAL PANEL STAGGERED UNIT BEYOND STANDING SEAM MTL ROOF FLAT SEAM METAL PANEL " 4 / 1 1 - ' 3 12 1 12 18 A B C D D C B A 3'-0" 19'-0" 3'-0" 3'-0" 19'-0" 3'-0" HEIGHT LIMIT 35'-0" A. AVG GRADE HIGH PEAK 13'-2 5/8" A.S.F. L2 25'-3" A. AVG GRADE LOW PEAK 10'-1 3/8" ASF L2 DRMR PLT 1 8'-1 1/8" ASF L2 STAIR PLATE 13'-3 5/8" ASF L1 S.F. L2 (UNIT 2) 10'-2 1/4" (566.62) PLATE L1 8'-7 1/8" ASF L1 S.F. L1 (UNIT 2) 0'-0" (556.5') AVERAGE GRADE -1'-10 1/8" (554.67') S.F. L1 (UNIT 1) -7'-0" (549.5') " 3 - ' 5 2 I T H G E H G N D L I U B I E D A R G E G A R E V A M O R F BRAKE MTL SOFFIT, MATCH ROOF FINISH EXPOSED FOUNDATION EDGE USE CLEAN FORMWORK AND LEAVE UNPARGED STL PLANTER, SEE LANDSCAPE 1.11 S.F. L2 (UNIT 1) 4'-8 1/4" (561.19') LOW AE DISTRIBUTION WIRE LOCATED IN ALLEY ADJACENT. CONTRACTOR TO MAINTAIN OSHA REQ CLEARANCES AND SAFETY PROTOCOL FOR ALL SUBCONTRACTORS, WORKERS AND STAFF. PER OSHA 1926.1408 TABLE A, MINIMUM CLEARANCE OF 10' FROM POWER LINE STANDING SEAM MTL ROOF FLAT SEAM METAL PANEL 12 1 12 18 15' PRIMARY CLEARANCE PER AE 15' NEUTRAL CLEARANCE PER AE 7'-6" CLEARANCE ELECTRIC PER AE " 6 - ' 9 PRIMARY NEUTRAL 12 3 STANDING SEAM MTL ROOF BUILDING PORTION BEYOND POWER LINE AND CLEARANCES ARE AT ANGLE TO VIEW, REFER TO EAST ELEVATION FOR CLEARANCE LOCATION BEYOND " 4 / 1 1 - ' 3 HIGH PEAK 13'-2 5/8" A.S.F. L2 25'-3" A. AVG GRADE LOW PEAK 10'-1 3/8" ASF L2 DRMR PLT 1 8'-1 1/8" ASF L2 FLAT SEAM METAL PANEL SL-02 12 21 2.16 BRAKE MTL SOFFIT, MATCH ROOF FINISH 1.18 EXPOSED FOUNDATION EDGE USE CLEAN FORMWORK AND LEAVE UNPARGED STL PLANTER, SEE LANDSCAPE SIDING 01 1 A-202 Unit 2 - Upper House W Elev SCALE: 1/4" = 1'-0" " 0 - ' 5 4 " 4 - ' 7 2 " 3 - ' 5 2 I T H G E H G N D L I U B I E D A R G E G A R E V A M O R F STAIR PLATE 13'-3 5/8" ASF L1 S.F. L2 (UNIT 2) 10'-2 1/4" (566.62) PLATE L1 8'-7 1/8" ASF L1 VARIES SEE SITE PLAN 45'-0" AE POLE EXISTING STONE WALL TO REMAIN S.F. L2 (UNIT 1) 4'-8 1/4" (561.19') S.F. L1 (UNIT 2) 0'-0" (556.5') AVERAGE GRADE -1'-10 1/8" (554.67') S.F. L1 (UNIT 1) -7'-0" (549.5') STRUCTURAL ENGINEERING Higgins Design 1103 Lambie St Unit B, Austin, TX 78702 (708) 715-9403 ben.higgins@higgins-designs.com CIVIL ENGINEERING Milian Engineering 501 N IH 35 #209C Austin, Texas 78702 (956) 251-5146 max@milianengineering.com 1 3 7 8 7 X T , n i t s u A , B t i n U e n a L e i l i m E 1 0 7 1 PROJECT 4 0 7 8 7 X T n i t s u A t e e r t i S e n n A t s a E 3 0 5 DATE TITLE e r u t c e t i h c r A e g g e L y a r r u M y b j t c e o r P A e i n n A _ E A _ 9 1 1 l a i t n e d s e R y i l i m a F o w T 1/20/25 Unit 2 - Upper House Elevations DRAWING No. A-202 PROJECT No. 119 " 0 - ' 5 4 " 8 / 3 3 - ' 7 2 12 21 VARIES, REFER TO PLAN 45'-0" AE POLE EXISTING STONE WALL TO REMAIN SIDING 01 2.12 1.12 " 8 / 5 0 - ' 8 3 A-202 Unit 2 - Upper House E Elev SCALE: 1/4" = 1'-0" WINDOW SCHEDULE 3'-1 1/2" 3'-5 1/2" 4'-5 3/4" 10'-0" ID 1.01 MANUFACTURER --- --- TYPE UNIT DIMENSIONS 4'-5 3/4"×10'-0" UNIT WIDTH UNIT HEIGHT HEAD HEIGHT SILL HEIGHT AREA (SQ FT) EGRESS TEMPERED NOTE 4'-5 3/4" 10'-0" 10'-0" 0" 44.82 No Yes WINDOW SCHEDULE 1.02 --- --- 3'-1 1/2"×6'-0" 3'-1 1/2" 6'-0" 10'-0" 4'-0" 18.75 No Yes 1.03 --- --- 3'-5 1/2"×6'-0" 3'-5 1/2" 6'-0" 10'-0" 4'-0" 20.75 No No 1.04 --- --- 10'-0"×10'-0" 10'-0" 10'-0" 10'-0" 0" 100.00 No Yes VIEW FROM EXTERIOR " 0 - ' 0 1 " 0 - ' 6 " 0 - ' 6 " 0 - ' 0 1 " 6 - ' 8 " 6 - ' 8 " 0 - ' 4 " 0 1 - ' 7 " 5 - ' 8 " 4 / 3 0 1 - ' 3 " 0 - ' 6 5'-0" 3'-1 1/2" 10'-0" 3'-0" 3'-6" 2'-0" 2'-10 3/4" 1.05 --- --- 5'-0"×3'-10 3/4" 5'-0" 3'-10 3/4" 10'-0 1/2" 6'-1 7/8" 19.47 No Yes 1.06 --- --- 3'-1 1/2"×6'-0" 3'-1 1/2" 6'-0" 10'-0" 4'-0" 18.75 No Yes 1.10 --- --- 10'-0"×8'-6" 10'-0" 8'-6" 8'-6" 0" 85.00 No Yes 1.11 --- --- 3'-0"×8'-6" 3'-0" 8'-6" 8'-6" 0" 25.50 No Yes 1.12 --- --- 2'-10 3/4"×4'-0" 2'-10 3/4" 4'-0" 7'-0" 3'-0" 11.58 No No 1.13 --- --- 3'-2"×7'-10" 3'-2" 7'-10" 8'-5 3/4" 7 3/4" 24.81 No Yes 1.14 --- --- 2'-0"×8'-5" 2'-0" 8'-5" 8'-5" 0" 16.83 No Yes " 5 - ' 4 " 5 - ' 8 " 0 1 - ' 7 " 0 - ' 5 " 6 - ' 8 " 5 - ' 8 " 0 - ' 6 " 0 - ' 6 2'-0" 3'-6" 10'-0" 6'-9 7/8" 5'-3" 10'-5" 1.16 --- --- 2'-0"×8'-5" 2'-0" 8'-5" 8'-5" 0" 16.83 No Yes 3'-1 1/2" 1.18 --- --- 3'-1 1/2"×5'-0" 3'-1 1/2" 5'-0" 8'-6" 3'-6" 15.63 No Yes 1.19 --- --- 10'-0"×8'-6" 10'-0" 8'-6" 8'-6" 0" 85.00 No Yes 1.17 --- --- 3'-2"×7'-10" 3'-2" 7'-10" 8'-5 3/4" 7 3/4" 24.81 No Yes 1.20 --- --- 6'-9 7/8"×8'-5" 6'-9 7/8" 8'-5" 8'-5" 0" 57.46 No Yes 2.01 --- --- 5'-3"×6'-0" 5'-3" 6'-0" 8'-7 1/4" 2'-7 1/4" 31.50 No No 2.02 --- --- 10'-5"×6'-0" 10'-5" 6'-0" 6'-4 3/8" 4 3/8" 62.50 Yes Yes VIEW FROM EXTERIOR 6'-3 7/8" ID 1.15 MANUFACTURER --- --- TYPE UNIT DIMENSIONS 6'-3 7/8"×4'-5" UNIT WIDTH UNIT HEIGHT HEAD HEIGHT SILL HEIGHT AREA (SQ FT) EGRESS TEMPERED NOTE 6'-3 7/8" 4'-5" 8'-5" 4'-0" 27.93 No Yes WINDOW SCHEDULE VIEW FROM EXTERIOR " 0 - ' 6 " 0 - ' 6 " 0 - ' 9 " 0 - ' 6 " 6 - ' 5 " 8 - ' 7 " 6 - ' 5 " 6 - ' 7 " 6 - ' 5 " 8 - ' 7 5'-3" 9'-3" 9'-3" 6'-11 3/4" 4'-0" 4'-0" 3'-6" 5'-0" 3'-6" ID 2.04 MANUFACTURER --- --- TYPE UNIT DIMENSIONS 5'-3"×6'-0" UNIT WIDTH UNIT HEIGHT HEAD HEIGHT SILL HEIGHT AREA (SQ FT) EGRESS 5'-3" 6'-0" 8'-7 1/4" 2'-7 1/4" 31.50 No 2.05 --- --- 9'-3"×6'-0" 9'-3" 6'-0" 6'-9 3/8" 9 3/8" 55.50 No 6'-4" 2.06 --- --- 6'-4"×9'-0" 6'-4" 9'-0" 11'-0" 2'-0" 57.00 No 2.07 --- --- 9'-3"×6'-0" 9'-3" 6'-0" 6'-9 3/8" 9 3/8" 55.50 No 2.11 --- --- 6'-11 3/4"×5'-6" 6'-11 3/4" 5'-6" 8'-0" 2'-6" 38.39 No 2.12 --- --- 3'-6"×7'-8" 3'-6" 7'-8" 9'-8" 2'-0" 26.83 No 2.13 --- --- 4'-0"×5'-6" 4'-0" 5'-6" 9'-8" 4'-2" 22.00 No 2.14 --- --- 5'-0"×7'-6" 5'-0" 7'-6" 9'-8" 2'-2" 37.50 No 2.15 --- --- 4'-0"×5'-6" 4'-0" 5'-6" 9'-8" 4'-2" 22.00 No 2.16 --- --- 3'-6"×7'-8" 3'-6" 7'-8" 9'-8" 2'-0" 26.83 No These documents are for interim review only and not intended for bidding or construction purposes. R Murray Legge Architect Texas 16791 STRUCTURAL ENGINEERING Higgins Design 1103 Lambie St Unit B, Austin, TX 78702 (708) 715-9403 ben.higgins@higgins-designs.com CIVIL ENGINEERING Milian Engineering 501 N IH 35 #209C Austin, Texas 78702 (956) 251-5146 max@milianengineering.com 1 3 7 8 7 X T , n i t s u A , B t i n U e n a L e i l i m E 1 0 7 1 PROJECT 4 0 7 8 7 X T n i t s u A t e e r t i S e n n A t s a E 3 0 5 DATE TITLE e r u t c e t i h c r A e g g e L y a r r u M y b j t c e o r P A e i n n A _ E A _ 9 1 1 l a i t n e d s e R y i l i m a F o w T 1/20/25 Window Schedule DRAWING No. A-601 PROJECT No. 119 DOOR LEGEND - EXTERIOR ID X101a X101b X101c X113a, X115a X115a UNIT DIMENSIONS 3'-4"×10'-0" 9'-10 1/8"×10'-0" 6'-10 1/4"×10'-0" 2'-9 1/2"×5'-0" 3'-4"×8'-6 1/4" --- --- --- --- --- EXTERIOR DOOR SCHEDULE X101a L1 COND. DINING X101b L1 COND. DINING X101c L1 COND. DINING X113a L1 COND. STORAGE X115a L1 COND. X115a L1 COND. 6 ID ROOM NO. ROOM NAME NOMINAL WIDTH NOMINAL HEIGHT LEAF THICKNESS MATERIAL HARDWARE SET NOTES 3'-4" 9'-10 1/8" 6'-10 1/4" 2'-9 1/2" 2'-9 1/2" 3'-4" 10'-0" 10'-0" 10'-0" 5'-0" 5'-0" 8'-6 1/4" 1 5/8" 1 5/8" 1 5/8" 1 3/8" 1 3/8" 1 5/8" <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> TYPE Undefined Inswing Door Inswing Door Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined --- --- --- --- --- --- VIEW TYPE NOTE VIEW TYPE NOTE DOOR LEGEND - INTERIOR ID 101d 101e 102a, 112a, 201a 104a 104b 111a, 114a 111b, 114b 112b, 113b 201b, 203b 202a, 204a 202b, 204b, 212b 212a, 214a UNIT DIMENSIONS 3'-0 1/2"×7'-6" 3'-1 7/8"×7'-6" 3'-2"×7'-0" 2'-6"×6'-8" 10'-0"×8'-7 1/8" 2'-11 1/2"×7'-0" 2'-3 1/2"×6'-8" 6'-0"×4'-0" --- --- --- --- --- --- --- --- 2'-6"×7'-0" --- 2'-0"×6'-8" --- 2'-10"×8'-0" --- ID ROOM NO. ROOM NAME NOMINAL WIDTH NOMINAL HEIGHT LEAF DIMENSIONS MATERIAL LEAF THICKNESS HARDWARE SET NOTES 115 DINING 8'-7 1/8" 9'-10"×8'-6 1/8" INTERIOR DOOR SCHEDULE 101d 101e 102a 104a 104b 111a 111b 112a 112b 113b 114a 114b 201a 201b 202a 202b 203b 204a 204b 212a 101 DINING L1 COND. 201 HALL <Undefined> BATH L1 COND. L1 COND. L1 COND. L2 COND. L2 COND. L1 COND. L1 COND. 201 201 202 203 204 L2 COND. L2 COND. L2 COND. HALL BED BED 3'-0 1/2" 3'-1 7/8" 3'-2" 3'-0" 2'-6" 10'-0" 2'-11 1/2" 3'-2" 2'-3 1/2" 2'-3 1/2" 10'-0" 2'-11 1/2" 3'-2" 6'-0" 2'-6" 2'-0" 6'-0" 2'-6" 2'-0" 2'-10" 7'-6" 7'-6" 7'-0" 7'-6" 6'-8" 7'-0" 7'-0" 6'-8" 6'-8" 7'-0" 7'-0" 4'-0" 7'-0" 6'-8" 4'-0" 7'-0" 6'-8" 8'-0" 2'-10 1/2"×7'-5" 3'-1 7/8"×7'-6" 3'-0"×6'-11" 2'-10"×7'-5" 2'-6"×6'-8" 2'-11 1/2"×7'-0" 3'-0"×6'-11" 2'-3 1/2"×6'-8" 2'-3 1/2"×6'-8" 2'-11 1/2"×7'-0" 3'-0"×6'-11" 6'-0"×4'-0" 2'-4"×6'-11" 2'-0"×6'-8" 6'-0"×4'-0" 2'-4"×6'-11" 2'-0"×6'-8" 2'-8"×7'-11" 8'-7 1/8" 9'-10"×8'-6 1/8" 3'-0"×7'-6" --- DOOR LEAF <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> <Undefined> 1 3/4" 1 3/4" 1 3/4" 1 3/4" 0 1/2" 1 3/4" 1 3/4" 1 3/4" 0 1/2" 0 1/2" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 0 1/2" 1 3/4" 1 3/4" 0 1/2" 1 3/4" TYPE Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- These documents are for interim review only and not intended for bidding or construction purposes. R Murray Legge Architect Texas 16791 STRUCTURAL ENGINEERING Higgins Design 1103 Lambie St Unit B, Austin, TX 78702 (708) 715-9403 ben.higgins@higgins-designs.com CIVIL ENGINEERING Milian Engineering 501 N IH 35 #209C Austin, Texas 78702 (956) 251-5146 max@milianengineering.com 1 3 7 8 7 X T , n i t s u A , B t i n U e n a L e i l i m E 1 0 7 1 PROJECT 4 0 7 8 7 X T n i t s u A t e e r t i S e n n A t s a E 3 0 5 DATE TITLE e r u t c e t i h c r A e g g e L y a r r u M y b j t c e o r P A e i n n A _ E A _ 9 1 1 l a i t n e d s e R y i l i m a F o w T 1/20/25 Door Schedule DRAWING No. A-602 PROJECT No. 119