03.0 - 2410 E Martin Luther King Jr Blvd | Historic Landmark Commission

Historic Landmark Commission – Oct. 14, 2026

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BLOCK OUT PHASE BLOCK OUT PHASE COMPLETE. CLIENT APPROVES CONTINUING INTO PRELIMINARY PHASE. ___________________________________________________________________________________________________ SIGNATURE DATE ___________________________________________________________________________________________________ SIGNATURE DATE PRELIMINARY PHASE PRELIMINARY PHASE COMPLETE. CLIENT APPROVES CONTINUING INTO FINAL PHASE. ___________________________________________________________________________________________________ SIGNATURE DATE APPROVED BY CLIENT 06.10.26 APPROVED BY CLIENT 07.13.26 ___________________________________________________________________________________________________ SIGNATURE DATE FINAL PHASE FINAL PHASE COMPLETE. CLIENT APPROVES RELEASING OF BID SET. ___________________________________________________________________________________________________ SIGNATURE DATE ___________________________________________________________________________________________________ SIGNATURE DATE LOT SIZE: IMP. COVER: (45%) FAR: (55%) 5996 SF 44.9% 44.86% SLAB AREA CHART NAME BLDG 1 SLAB BLDG 2 SLAB TOTAL SLAB AREA: AREA 813.00 SF 766.50 SF 1,579.50 SF IMPERVIOUS COVER AREA CHART NAME BLDG 1 SLAB BLDG 1 AC PAD BLDG 2 SLAB BLDG 2 AC PAD DRIVEWAY PARKING PAD IMPERVIOUS COVER TOTAL: AREA 813.00 SF 9.00 SF 766.50 SF 9.00 SF 902.55 SF 192.71 SF 2,692.76 SF These drawings and the information herein contained are the sole intellectual property of Barron Custom Design, LLC and may not be reproduced in any manner without the company ’s written consent. These drawings constitute what is normally considered within the construction industry as a “builder set” in as they are intended to convey the design intent only. The implementation of the plans requires a general contractor/subcontractor thoroughly knowledgeable with applicable building codes and methods of construction. The plans are intended to provide basic information regarding site work, electrical, mechanical, plumbing, and other trades to substantially complete construction of the structure. Exact material specifications and selections from agreed “allowances ” are to be confirmed with the owner prior to ordering and/or installation. If provided, contractor/subcontractor to review Owner “image” photos and details and confirm all related details and finishes prior to commencement of construction. Construction means, methods, and materials are solely the jurisdiction of the contractor/subcontractor and are not described in these plans. Exact detailing, structural, mechanical, electrical, waterproofing and flashings are to be determined by the contractor/subcontractor except as noted or described within these drawings. In all cases, the most stringent requirements of all applicable federal, state, county, and local city building, mechanical, electrical, plumbing, and fire codes, laws, ordinances, and regulations must be met. If the contractor/subcontractor or any subcontractor performs any work in conflict with the above mentioned laws, rules, codes, ordinances, and regulations then the contractor/subcontractor in violation shall bear all costs of repair arising out of non-conforming work. All such codes, ordinances, deed restrictions and regulations take precedence over any part of these drawings which may be deficient or in conflict. All plan dimensions and area calculations must be verified by contractor/subcontractor prior to bidding, submittal of proposals or cost estimates or entering into any contracts or subcontracts. All dimensions must be field verified prior to commencement of construction, ordering of materials or fabrication of products. Plan square footages and area calculations indicate on plans are estimates only. Contractor/subcontractor shall do their own area takeoffs and confirm actual square footages. Notify the designer immediately of any discrepancies between plan area calculations and area calculations. DO NOT SCALE FROM DRAWINGS. Contractor/subcontractor shall confirm and verify location of all structures in relation to building lines or setbacks, property lines and easements. Notify the designer immediately with any discrepancies. GENERAL NOTES: ROOF FRAMING NOTES: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. All lumber to be #2 SYP, 19% M.C. unless noted otherwise. All hips, ridges, and valleys to be one mill size larger than the rafters they are supporting, unless noted otherwise. Transfer all load bearing points to foundation unless noted otherwise. Brace or purlin all rafters to load bearing walls or beams if span is greater than maximum according to the currently adopted code cycle All rafter splices shall be braced Purlins to be same depth of rafters they are supporting unless noted otherwise. U.N.O All rafters to be 2x8’s #2 SYP @ 24” o.c. with 2x10 hip, ridge and valley rafters. All exterior openings to be load bearing. Provide collar ties at 4 ’-0” o.c. on all ridges. Builder accepts full responsibility for checking layout to assure current conformity to local building codes. Should any changes be made to this layout by the builder or his representatives, builder accepts full liability for amended layout. Framing contractor to compare all framing plans from structural engineer or truss manufacturer to this layout. Any discrepancy should be reported to the builder immediately. Sub-contractor shall not cut or otherwise alter any pre-fabricated or engineered framing SMOKE DETECTORS: Provide Smoke Alarms- hard wired, interconnected, battery back-up, at each sleeping room and immediate common area outside of sleeping rooms. If applicable, on each additional story including basements and habitable attics. In accordance with currently adopted code cycle. CARBON MONOXIDE ALARMS: Provide Carbon Monoxide Alarm- hard wired with battery backup, installed outside each separate sleeping area in the immediate vicinity bedrooms in dwelling units within which fuel-fired appliances and/or have an attached garage. In accordance with of the currently adopted code cycle. INTERIOR LIGHTING CONTROLS: Per 2024 IECC 404.2.1 - All permanently installed luminarires in habitable spaces shall be contrilled with a manual dimmer or with an automatic shutoff control that automatically turns off lights within 20 minutes after all occupants have left the space and shall incorporate a manual control to allow occupants to turn the lights on and off. Per 2024 IECC 404.2.2 - All permanently installed luminaires in garages, unfinished basements, laundry rooms and utility rooms shall be controlled by an automatic shutoff control that automatically turns off lights within 20 minutes after all occupants have left the space and shall incorporate a manual control to allow occupants to turn the lights on or off. PROVIDE PERIMETER FENCING DURING CONSTRUCTION 1. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. NO CHANGES SHALL BE MADE WITHOUT CONSULTING THE DESIGNER FIRST. All Bedroom doors to be 1 ” above carpet and 2” above concrete, unless stained concrete Floors to be finished floor. All doors to be 8’0” tall unless noted otherwise All exterior doors to be blocked out 1 ½ ” at slab and installed with recessed 2x6 below threshold. 2x6 below threshold to be anchored to slab and sealed to prevent water infiltration. 1R1S height = 72” after finish floor, 2R1S height = 84 ” after finish floor to top of shelf, bottom rod at 42” after finish floor, 3R3S height= 38 ” to bottom, 76” to middle and 112 ” to top. Garage walls and ceiling to be textured, standard trim All load bearing walls over 10 ’6” high to be 2x6 balloon framing. Verify egress requirements w/window manufacturer ELEVATION NOTES: 1. 2. 3. 4. 5. 6. 7. 8. 9. Masonry material to within 12 ”of the finished grade or terrace All roof stacks and flashing must be painted to match roof color All windows to be trimmed with 2x material at siding/stucco locations Provide flashing surround at all windows and exterior doors. Masonry above all windows and doors to be supported by steel lintels on masonry-each side (including where wood headers are designated). All masonry ledges to be 5 ½ ” All masonry projections to be ¾ ” u.n.o. Provide Masonry expansion joints every 20 ’ and within 10 ’ of edge of house Vent Attic thru Ridge Vent on Metal Roof (Verify) ELECTRICAL NOTES: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. Breaker box to be located on interior wall in garage- see plan All plugs and smoke detectors per local codes and located on plan. Smoke detectors must be a min. 30 ” from RAG and should be interconnected so that the activation of one will activate all others. All smoke detectors should be in an area accessible by 16 ’ extension ladder or a 6’ step ladder. Plug for irrigation at 60 ” AFF in garage Exterior Garage coach lights to be at 7 ’-0” AFF Block and wire for fan/ lights at all bedrooms and game room Prewire for low voltage OH door opener, opener button to be at 5 ’0” AFF’ Doorbell button to be at 42 ” AFF himes per plan- 6 ” down from ceiling Bath vanity plugs to be at 41 ½ ” AFF Install GFCI plugs at all vanities and kitchen counter tops Kitchen countertop plugs and switches to be 4 ’-4” AFF to the top of the box Security key pads to be located above switches- Foyer, Master Bedroom and Garage Door Walk-in closet lights to be 18 ” from shelf HVAC contractor to supply and install all exhaust fans, electrician to provide wiring Recessed lighting fixtures to be installed as required by IECC 502.13 Provide electric conduit in slab for island and floor plugs- per plan Soffit plugs to be exterior rated and switched as shown on plan All landscape lighting to be powered by timer per plan Mechanicals to be located in attic and accessible per plan Dimmer Switch locations per homeowner Wiring for Smart House System (if selected) (Security, Audio, Lighting, Integration, etc.) to be located per supplier per Homeowner ’s specifications. If located below stairs or in closet, HVAC contractor to provide fresh air and exhaust for media equipment. Provide switch to Pool Lighting (if applicable). Verify Electrical/Plumbing requirements with pool contractor. All light switches to be “rocker” type, Switches and plugs to be White Decora. 2410 E MARTIN LUTHER KING JR. BLVD, BLDG 1&2 AUSTIN, TEXAS 78702 E. MLK JR. RESIDENCES LOT 2 HOLY CROSS HEIGHTS CODE REFERENCES LOCATION MAY REQ. ADDL CODE REF. PLAN COMPLIES WITH 2024 IRC & W/ CITY OF AUSTIN AMMENDMENTS ZONING: SF-3-HD-NP PROJECT SCOPE: ZONING OVERLAYS: NEIGHBORHOOD: SELECTED SIGN ORDINANCES, RESIDENTIAL DESIGN STANDARDS: LDC/25-2-SUBCHAPTER F, ADU APPROX. AREA REDUCED PARKING UPPER BOGGY CREEK: ROGERS-WASHINGTON- HOLY CROSS (LOCAL HISTORIC DISTRICT) HOME 1 ORDINANCE: TWO NEW 2-STORY (3) BEDROOM, (2.5) BATHROOM WOOD FRAME RESIDENCES ON LOT THAT HAS NEVER BEEN DEVELOPED Felicia Foster, Principal, Assoc. AIA, CPBD 512.637.4426 barroncustomdesign.com info@barroncustomdesign.com These Plans have been Prepared by Felicia B. Foster, CPBD # 44-719 Stamp and Signature Provided in Blue on originals for Regulatory Submittals. STAMPED PLANS CANNOT BE MODIFIED WITHOUT APPROVAL o n s e m u s s a i n g s e D m o t s u C n o r r a B . n o i t c u r t s n o c o t r o i r p r e d l i u b y b d e i f i r e v e b o t s t u o - l l a c d n a i s n o s n e m d i l l A . t s r i f i r e n g s e d e h t g n i t l u s n o c t u o h t i w e d a m e b l l a h s s e g n a h c o N . s n a p l e s e h t m o r f t l i u b e r u t c u r t s y n a r o f y t i l i b a i l SHEET NUMBER G00 AS100 AS101 AS102 S100 A100 A200 A300 A600 A700 S101 A101 A201 A301 A601 A701 A500 SHEET NAME COVER SITE PLAN TREE PLAN VISITABLE SITE BLDG 1 SLAB BLDG 1 FLOOR PLANS BLDG1 1 ELEVATIONS BLDG 1 SECTIONS BLDG 1 ROOF PLAN BLDG 1 VISITABLE PLAN BLDG 2 SLAB BLDG 2 FLOOR PLANS BLDG 2 ELEVATIONS BLDG 2 SECTIONS BLDG 2 ROOF PLAN BLDG 2 VISITABLE PLAN DETAILS BLDG 1 HEATED AREA CHART NAME BLDG 1 CONDITIONED 1ST FLOOR BLDG 1 CONDITIONED 2nd FLOOR TOTAL HEATED AREA: AREA 612.00 SF 770.63 SF 1,382.63 SF BLDG 1 UNHEATED AREA CHART NAME BLDG 1 CARPORT BLDG 1 CVRD PORCH TOTAL UNHEATED AREA: AREA 180.00 SF 21.00 SF 201.00 SF BLDG 2 HEATED AREA CHART NAME BLDG 2 CONDITIONED 1ST FLOOR BLDG 2 CONDITIONED 2nd FLOOR TOTAL HEATED AREA: AREA 556.50 SF 750.93 SF 1,307.43 SF BLDG 2 UNHEATED AREA CHART NAME BLDG 2 CARPORT BLDG 2 CVRD PORCH TOTAL UNHEATED AREA: AREA 180.00 SF 30.00 SF 210.00 SF . R J K L M . E S E C N E D S E R I . I R J G N K R E H T U L N I T R A M E 0 1 4 2 2 & 1 G D L B , D V L B 2 0 7 8 7 S A X E T , N I T S U A O C & N K S U M I I D R S G N R P S D O O W E C P S I 0 0 1 - 4 # 9 5 7 8 7 S A X E T , N I T S U A 7 3 0 0 . 1 7 3 . 2 1 5 1 0 6 4 REVISED I N G S E D M O T S U C N O R R A B 5 2 0 2 © T H G R Y P O C I f o t n e s n o c n e t t i r w t u o h t i l w e o h w r o t r a p n i d e t a c i l p u d e b o t t o n e r a d n a s k r o w d e t h g i r y p o c e r a s g n w a r d i e s e h T m o t s u C n o r r a B f o y t r e p o r p i n a m e r d n a j t c e o r p c i f i c e p s a r o f d e p o e v e d l e r a s n a p l e s e h T i . n g s e D m o t s u C n o r r a B . d e t i i b h o r p y l t c i r t s s i j t c e o r p r e h t o n a r o f n o i t a c i l p u d y n a , y n o l e s u l e g n s i a r o f e r a s n a p l e s e h T i . n g s e D 06.10.26 BLOCK OUT 06.22.26 PRELIMINARY CHECK SET 07.01.26 PRELIMINARY SET 07.02.26 ENGINEERING SET 07.23.26 FINAL CHECK SET 08.14.26 FINAL SET 09.17.26 PERMIT SET DRAWN BY: HAL CHECKED BY: FF 09/17/26 COVER G00 DRIVEWAY TYPE I - NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. "ZERO" CURB AT PT OR SIDEWALK EDGE, WHICHEVER IS ENCOUNTERED FIRST. THE DRIVEWAY EDGE SHALL BE SMOOTHLY TRANSITIONED INTO THE SIDEWALK BEGINNING AT THE RADIUS PC LINE IF DIMENSION IS LESS THAN 1.5 METERS (5 FEET), REMOVE CURB AND GUTTER TO EXISTING JOINT AND POUR MONOLITHICALLY WITH THE DRIVEWAY. IF THE BASE IS OVER EXCAVATED WHERE THE CURB AND GUTTER WAS REMOVED, BACKFILL WITH CONCRETE MONOLITHICALLY WITH THE DRIVEWAY. ALL DRIVEWAYS MUST BE CONSTRUCTED WITHIN THE STREET FRONTAGE OF THE SUBJECT PROPERTY AS DETERMINED BY EXTENDING THE SIDE PROPERTY LINES TO THE CURB DRIVEWAYS SHALL NOT EXCEED 70% OF A LOTS' STREET FRONTAGE TYPE I DRIVEWAYS ARE TO BE LOCATED NO CLOSER TO THE CORNER OF INTERSECTING RIGHTS-OF-WAY THAN 60% OF PARCEL FRONTAGE OR 15 METERS (50 FEET) WHICHEVER IS LESS. DRIVEWAYS SHALL NOR BE CONSTRUCTED WITHIN THE CURB RETURN OF A STREET INTERSECTION. SINGLE FAMILY LOTS LIMITED TO ONE DRIVEWAY EXCEPT FOR APPROVED SEMICIRCULAR DRIVES. WHEN TWO DRIVEWAYS ARE USED(ONE PER UNIT;TWO MAXIMUM) FOR DUPLEXES AND TOWN HOMES, SINGLE FAMILY STANDARDS SHALL APPLY. WHILE THE PROPERTY OWNER REMAINS RESPONSIBLE FOR GRADE BREAKS WITHIN PRIVATE PROPERTY, THE FIRE DEPARTMENT SHOULD BE CONSULTED WHERE THE DRIVEWAY IS ESSENTIAL TO EMERGENCY VEHICLE ACCESS AND "G2" IS GREATER THAN 15%. "G1" PLUS "D" SHOULD NOT EXCEED 15%. SEE TRANSPORTATION MANUAL SECTION 5 FOR OTHER APPROVED MATERIAL, FOR CURB AND GUTTER EXPANSION JOINTS. USE 12MM (½") ASPHALT BOARD, OR OTHER APPROVED MATERIAL, FOR CURB AND GUTTER EXPANSION JOINTS. THE SIDEWALK, REGARDLESS OF ITS LOCATION WITH RESPECT TO THE CURB OR PROPERTY LINE, SHALL BE CONNECTED TO THE DRIVEWAY AT THESE LOCATIONS. PLACE AN EXPANSION JOINT DOWN THE CENTER OF ALL DRIVEWAYS. WATER METER BOXES AND WASTEWATER CLEAN OUTS ARE PROHIBITED FROM BEING LOCATED IN DRIVEWAY AREAS. EXPANSION JOINT CENTERLINE EXPANSION JOINT SEE DETAIL BELOW AND NOTE 14 ON SHEET 4 OF 4 0.6 m (2'-0'') TYP. R.O.W. 1.2 m (4'-0'') MIN. 2% MAX. SLOPE SIDEWALK TIE-IN LOCATION. SEE NOTE 13 SEE DRIVEWAY CRITERIA CHART BELOW PT SEE NOTE 1 EXIST. JOINT SAW-CUT & EXP. JT. PC TRANSITION TO ZERO CURB MATCH CATCH/SPILL GUTTER SECTION OF EXIST. CURB & GUTTER PLAN SEE NOTE 2. R.O.W. A PEDESTRIAN CROSSING SIDEWALK TIE-IN LOCATION. SEE NOTE 13 R INLET B CURB & GUTTER 3 m (10'-0'') MIN. NOTE: ALL DRIVEWAYS SHALL BE SLOPED TOWARDS THE STREET FROM THE R.O.W. LINE. ELEVATION OF POINT A ABOVE POINT B IS, TYPICALLY A MINIMUM OF 150 mm (6'') PLUS 20 mm/m (1_ 4'' RISE/FOOT) OVER DISTANCE "X" IN METERS (FEET). R.O.W. R.O.W. CENTERLINE EXPANSION JOINT RECORD COPY SIGNED BY SAM ANGOORI R CURB & GUTTER PLAN CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS TYPE I DRIVEWAY (1 & 2 FAMILY RESIDENTIAL USE ONLY) 10/19/09 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 433S-1 1 OF 4 R 15' - 0" R 15' - 0" PLT LVL 02 18' - 6" F.F. LVL 02 10' - 5" PLT LVL 01 9' - 1" F.F. LVL 01 0" 1' - 0" 21' - 0" BUILDING 1 FRONT ELEVATION ELECTRICAL CLEARANCE 2 R 15' - 0" R 15' - 0" " 7 - ' 1 3 " 2 / 1 2 - ' 6 2 " 7 - ' 1 3 " 2 / 1 2 - ' 6 2 IMPERVIOUS COVER AREA CHART PROJECT SCOPE: NAME BLDG 1 SLAB BLDG 1 AC PAD BLDG 2 SLAB BLDG 2 AC PAD DRIVEWAY PARKING PAD IMPERVIOUS COVER TOTAL: AREA 813.00 SF 9.00 SF 766.50 SF 9.00 SF 902.55 SF 192.71 SF 2,692.76 SF HOME 1 ORDINANCE: TWO NEW 2-STORY (3) BEDROOM, (2.5) BATHROOM WOOD FRAME RESIDENCES ON EMPTY LOT SF-3-HP-NP ZONING LOT 2 HOLY CROSS HEIGHTS LOT SIZE: IMP. COVER: (45%) FAR: (55%) 5996 SF 44.9% 44.86% Felicia Foster, Principal, Assoc. AIA, CPBD 512.637.4426 barroncustomdesign.com info@barroncustomdesign.com These Plans have been Prepared by Felicia B. Foster, CPBD # 44-719 Stamp and Signature Provided in Blue on originals for Regulatory Submittals. OVERHEAD ELECTRIC LINES N80° 53'17" E 50.00' 5' P.U.E. (PER PLAT) HAG= 559.8' 560 Y A L E S O H " 4 - ' 8 3 1 : 2 G D L B BUILDING 2 HAG = 559.8' LAG = 558.5' AAG = 559.15' FIRST FLOOR FFE = 560.5' LOT 2 5996 SF " 4 / 1 1 - ' 7 BUILDING 1 HAG = 558.5' LAG = 558' AAG = 558.25' FIRST FLOOR FFE = 560.5' 558 559 R 5' - 0" " 0 - ' 3 11' - 1 1/2" 10' - 0" CONCRETE DRIVE 902.55 SF . . E . U P C R T C E L E I ' 5 ) T A L P R E P ( HAG= 558.5' " 0 - ' 3 " 6 - ' 0 1 " 0 - ' 3 " 0 - ' 3 " 4 / 1 5 - ' 8 " 0 - ' 3 " 0 - ' 3 " 0 - ' 5 3' - 0" 3' - 0" 9' - 0" ' 9 9 . 9 1 1 W ' " 8 0 7 1 ° 9 0 N " 4 / 1 9 - ' 5 " 6 - ' 8 3 10' - 9" LAG = 558.5' " 4 / 3 0 - ' 3 " 4 / 3 0 - ' 3 T N E M E S A E I E G A N A R D D N A E U P ' 0 1 ) T A L P R E P ( " 6 - ' 4 4 STAMPED PLANS CANNOT BE MODIFIED WITHOUT APPROVAL . R J K L M . E S E C N E D S E R I . I R J G N K R E H T U L N I T R A M E 0 1 4 2 2 & 1 G D L B , D V L B 2 0 7 8 7 S A X E T , N I T S U A ' 7 8 . 9 1 1 E " 8 0 7 1 ' ° 9 0 S TABLE R302.1(1): FIRE RESISTANCE RATED PROJECTIONS ≥2 FEET TO <5 FEET = 1 HOUR ON THE UNDERSIDE. FIRE RESISTANCE RATING SHALL BE PERMITED TO BE REDUCED TO 0 HOURS ON THE UNDERSIDE OF THE EAVE OVERHANG IF FIREBLOCKING IS PROVIDED FROM THE WALL TOP PLATE TO THE UNDERSIDE OF THE ROOF SHEATHING. SEE DETAIL O C & N K S U M I 21.5" & 22" CATALPA (32.75" TOTAL) I D R S G N R P S D O O W E C P S I 0 0 1 - 4 # 9 5 7 8 7 S A X E T , N I T S U A 7 3 0 0 . 1 7 3 . 2 1 5 1 0 6 4 REVISED I N G S E D M O T S U C N O R R A B 5 2 0 2 © T H G R Y P O C I f o t n e s n o c n e t t i r w t u o h t i l w e o h w r o t r a p n i d e t a c i l p u d e b o t t o n e r a d n a s k r o w d e t h g i r y p o c e r a s g n w a r d i e s e h T m o t s u C n o r r a B f o y t r e p o r p i n a m e r d n a j t c e o r p c i f i c e p s a r o f d e p o e v e d l e r a s n a p l e s e h T i . n g s e D m o t s u C n o r r a B . d e t i i b h o r p y l t c i r t s s i j t c e o r p r e h t o n a r o f n o i t a c i l p u d y n a , y n o l e s u l e g n s i a r o f e r a s n a p l e s e h T i . n g s e D o n s e m u s s a i n g s e D m o t s u C n o r r a B . n o i t c u r t s n o c o t r o i r p r e d l i u b y b d e i f i r e v e b o t s t u o - l l a c d n a i s n o s n e m d i l l A . t s r i f i r e n g s e d e h t g n i t l u s n o c t u o h t i w e d a m e b l l a h s s e g n a h c o N . s n a p l e s e h t m o r f t l i u b e r u t c u r t s y n a r o f y t i l i b a i l REFER TO AE LETTER FOR DRIVE 3' - 0" OVERHEAD ELECTRIC LINES POWER POLE " 0 - ' 8 1 F S 1 7 . 2 9 1 I D A P G N K R A P E T E R C N O C " 0 1 - ' 6 " 8 - ' 4 PLT LVL 02 18' - 6" F.F. LVL 02 10' - 5" PLT LVL 01 9' - 1" F.F. LVL 01 0" Y A L E S O H " 0 - ' 3 9 : 1 G D L B LAG = 558'' DN 25' FRONT YARD SETBACK (PER PLAT) OPEN PORCH ENCROACHMENT PER 25-2-1602 1' - 0" 21' - 0" BUILDING 2 FRONT ELEVATION ELECTRICAL CLEARANCE 3 R 5' - 0" 20' - 8 1/4" 18' - 0" 11' - 2 3/4" " 2 / 1 6 - ' 8 1 12' - 0" " 0 - ' 5 2 CONCRETE INLET SANITARY SEWER MANHOLE S80° 45'23" W 50.00' EXISTING CONCRETE WALK R 5' - 0" TYPE 1 DRIVE CITY OF AUSTIN STORM SEWER INLET POWER POLE 30' - 0 1/2" CURB 2410 E. MLK JR BLVD 1 SITE PLAN 1" = 10'-0" (22x34) 1"=20'-0"(11x17) NORTH 06.10.26 BLOCK OUT 06.22.26 PRELIMINARY CHECK SET 07.01.26 PRELIMINARY SET 07.02.26 ENGINEERING SET 07.23.26 FINAL CHECK SET 08.14.26 FINAL SET 09.17.26 PERMIT SET DRAWN BY: HAL CHECKED BY: FF 09/17/26 SITE PLAN AS100 TREE NOTES TREE PLAN LEGEND 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. PROTECTED TREES NOTED AS 19” DIAMETER OR GREATER, HERITAGE TREES AS 24 ” DIAMETER OR GREATER ON LOT OR ON NEIGHBORING LOTS IF ENCROACHING PROTECTED TREE SPECIES AS LISTED ¼ CRITICAL ROOT ZONE, ½ CRITICAL ROOT ZONE AND CRITICAL ROOT ZONE AS DEPICTED FOR PROTECTED AND HERITAGE TREES ONLY PROPOSED UTILITY TRENCHING, STAGING, DUMPSTER AND SPOILS SHOWN IF IN PROXIMITY TO A PROTECTED OR HERITAGE TREE BUT NOT WITHIN ALLOWED ½ CRZ OF PROTECTED OR HERITAGE TREE UTILITY ROUTES SHOWN OR NOTED AS NO NEW UTILITY ROUTES OR TRENCHING ANY ANTICIPATED GRADING WITHIN TREE PROXIMITY SHOWN NO TRENCHING/UTILITY THRU CRZ STAGING AND CONSTRUCTION ACCESS FROM EXISTING DRIVE CONCRETE WASHOUT AND PAINT WASHOUT CANNOT OCCUR IN THE CRZ. PORTABLE TOILET CANNOT BE PLACE IN THE CRZ. CRITICAL ROOT ZONE PRESERVATION PER ENVIRONMENTAL CRITERIA MANUAL 3.5.2 1. 2. 3. 4. A MINIMUM OF 50% OF THE CRZ MUST BE PRESERVED AT NATURAL GRADE, WITH NATURAL GROUND COVER. NO CUT OR FILL GREATER THAN 4 ” WILL BE LOCATED CLOSER TO THE TREE TRUNK THAN THE ½ THE CRZ RADIUS DISTANCE. NO CUT OR FILL WITHIN THE DISTANCE FROM THE TREE WHICH IS 3 TIMES THE TRUNK DIAMETER (ALSO CAN BE DETERMINED BY CALCULATING THE ¼ CRZ). FOR EXAMPLE, NO CUT IS ALLOWED WITHIN 60 INCHES OF A TREE WHICH HAS A 20 INCH DIAMETER TRUNK NO DEMOLITION HAPPENING IN THE 1/4 OR 1/2 CRZ. FENCE 8" MULCH CRZ IMPACT CRZ IMPACT 21.5" & 22" CATALPA CRZ AREA 3369.7 SF (100%) PROPOSED EXISTING STRUCTURE + DRIVEWAY (LOT 3) NEW STRUCTURE TOTAL PROPOSED IMPACT 872.45 SF (25.89%) 660.77 SF (19.61%) 1533.22 SF (45.5%) - NO NEW UTILITY ROUTES OR TRENCHING ' 9 9 . 9 1 1 W ' " 8 0 7 1 ° 9 0 N OVERHEAD ELECTRIC LINES POWER POLE N80° 53'17" E 50.00' 5' P.U.E. (PER PLAT) HAG= 559.8' 560 559 CONCRETE DRIVE 902.55 SF HAG= 558.5' ) T A L P R E P ( . . E . U P C R T C E L E I BUILDING 2 HAG = 559.8' LAG = 558.5' AAG = 559.15' FIRST FLOOR FFE = 560.5' LOT 2 5996 SF " 4 / 1 1 - ' 7 ' 5 BUILDING 1 HAG = 558.5' LAG = 557.5' AAG = 558' FIRST FLOOR FFE = 560.5' 558 I D A P G N K R A P E T E R C N O C F S 1 7 . 2 9 1 LAG = 558.5' T N E M E S A E I E G A N A R D D N A E U P ' 0 1 ) T A L P R E P ( ' 7 8 . 9 1 1 E " 8 0 7 1 ' ° 9 0 S ALL CANOPY PRUNING TO BE UNDER 25% 1/4 CRZ 1/2 CRZ CRZ 21.5" & 22" CATALPA (32.75" TOTAL) ANY TRENCHING WITHIN 1/2 CRZ TO UTLIZE LOW IMPACT METHODS TO AVOID CUTTING ROOTS 1.5" OR GREATER. LOW IMPACT EXCAVATION MAY BE REQUIRED IN THE FULL CRZ TO COMPLY WITH 50% CRITERIA NO WORK TO BE DONE WITHIN TREE PROTECTION FENCE. PLYWOOD DECKING TO BE PUT ON TOP OF MULCH WITHIN ALL WORK AREAS WITHIN 1/2 CRZ ONCE CONCRETE FORM BOARDS ARE INSTALLED LAG = 557.5' 25' FRONT YARD SETBACK (PER PLAT) DN UTILIZE AREA OF NEW DRIVEWAY FOR ACCESS ROUTES, MATERIAL STAGING, DUMPSTER AND SPOILS PLACEMENT. UTILIZE THIS AREA FOR PORTABLE TOILET, CONCRETE WASHOUT AND PAINT WASHOUT. ALL UTILITIES TO BE RUN FROM THIS SIDE OF THE LOT NEW WATER LINE CONCRETE INLET SANITARY SEWER MANHOLE S80° 45'23" W 50.00' EXISTING CONCRETE WALK R 5' - 0" R 5' - 0" TYPE 1 DRIVE CITY OF AUSTIN STORM SEWER INLET POWER POLE 30' - 0 1/2" CURB 2410 E. MLK JR BLVD 1 TREE PLAN 1" = 10'-0" (22x34) 1/8" = 1'-0" (11x17) NORTH Felicia Foster, Principal, Assoc. AIA, CPBD 512.637.4426 barroncustomdesign.com info@barroncustomdesign.com These Plans have been Prepared by Felicia B. Foster, CPBD # 44-719 Stamp and Signature Provided in Blue on originals for Regulatory Submittals. STAMPED PLANS CANNOT BE MODIFIED WITHOUT APPROVAL . d e t i i b h o r p y l t c i r t s s i j t c e o r p r e h t o n a r o f n o i t a c i l p u d y n a , y n o l e s u l e g n s i a r o f e r a s n a p l e s e h T i . n g s e D o n s e m u s s a i n g s e D m o t s u C n o r r a B . n o i t c u r t s n o c o t r o i r p r e d l i u b y b d e i f i r e v e b o t s t u o - l l a c d n a i s n o s n e m d i l l A . t s r i f i r e n g s e d e h t g n i t l u s n o c t u o h t i w e d a m e b l l a h s s e g n a h c o N . s n a p l e s e h t m o r f t l i u b e r u t c u r t s y n a r o f y t i l i b a i l I N G S E D M O T S U C N O R R A B 5 2 0 2 © T H G R Y P O C I f o t n e s n o c n e t t i r w t u o h t i l w e o h w r o t r a p n i d e t a c i l p u d e b o t t o n e r a d n a s k r o w d e t h g i r y p o c e r a s g n w a r d i e s e h T m o t s u C n o r r a B f o y t r e p o r p i n a m e r d n a j t c e o r p c i f i c e p s a r o f d e p o e v e d l e r a s n a p l e s e h T i . n g s e D m o t s u C n o r r a B . R J K L M . E S E C N E D S E R I . I R J G N K R E H T U L N I T R A M E 0 1 4 2 2 & 1 G D L B , D V L B 2 0 7 8 7 S A X E T , N I T S U A O C & N K S U M I I D R S G N R P S D O O W E C P S I 0 0 1 - 4 # 9 5 7 8 7 S A X E T , N I T S U A 7 3 0 0 . 1 7 3 . 2 1 5 1 0 6 4 REVISED 06.10.26 BLOCK OUT 06.22.26 PRELIMINARY CHECK SET 07.01.26 PRELIMINARY SET 07.02.26 ENGINEERING SET 07.23.26 FINAL CHECK SET 08.14.26 FINAL SET 09.17.26 PERMIT SET DRAWN BY: HAL CHECKED BY: FF 09/17/26 TREE PLAN AS101 N80° 53'17" E 50.00' 5' P.U.E. (PER PLAT) HAG= 559.8' 560 559 BUILDING 2 HAG = 559.8' LAG = 558.5' AAG = 559.15' FIRST FLOOR FFE = 560.5' 9" HACKBERRY LAG = 558.5' LOT 2 5996 SF VISITABLE ENTRANCE FROM CARPORT, 3'-0" x 8'-0" VISITABLE DOOR W/FLUSH THRESHOLD - SEE DETAIL ) T A L P R E P ( HAG= 558.5' VISITABLE ENTRANCE FROM CARPORT, 3'-0" x 8'-0" VISITABLE DOOR W/FLUSH THRESHOLD - SEE DETAIL . . E . U P C R T C E L E I ' 5 ' 9 9 . 9 1 1 W ' " 8 0 7 1 ° 9 0 N BUILDING 1 HAG = 558.5' LAG = 557.5' AAG = 558' FIRST FLOOR FFE = 560.5' 558 I D A P G N K R A P E T E R C N O C F S 1 7 . 2 9 1 ' 7 8 . 9 1 1 E " 8 0 7 1 ' ° 9 0 S 21.5" & 22" CATALPA (32.75" TOTAL) T N E M E S A E I E G A N A R D D N A E U P ' 0 1 ) T A L P R E P ( LAG = 557.5' 25' FRONT YARD SETBACK (PER PLAT) DN CONCRETE INLET SANITARY SEWER MANHOLE S80° 45'23" W 50.00' EXISTING CONCRETE WALK R 5' - 0" R 5' - 0" TYPE 1 DRIVE CITY OF AUSTIN STORM SEWER INLET POWER POLE 2410 E. MLK JR BLVD CURB NORTH 1 VISITABLE SITE PLAN 1" = 10'-0" (22x34) 1/8" = 1'-0" (11x17) VISITABILITY NOTES: VISITABLE BATHROOM ROUTE: -A BATHROOM GROUP OR HALF BATH DESIGNATED FOR VISITABILITY MUST BE ACCESSIBLE BY ROUTE WITH A MINIMUM CLEAR OPENING OF 32" BEGINNING AT THE VISITABLE ENTRANCE DESIGNATED AND CONTINUING THROUGH THE LIVING ROOM, DINING ROOM, AND KITCHEN, AND BE LEVEL WITH RAMPED OR BEVELED CHANGES AT DOOR THRESHOLDS. VISITABLE DWELLING ENTRANCE: - A DWELLING MUST BE ACCESSIBLE BY AT LEAST ONE NO-STEP ENTRANCE WITH A BEVELED THRESHOLD OF 1/2" OR LESS AND A DOOR WITH A CLEAR WIDTH OF AT LEAST 32". THE ENTRANCE MAYBE LOCATED AT THE FRONT, REAR OR SIDE OR IN THE GARAGE OR CARPORT, OF THE DWELLING. VISITABLE BATHROOMS: - A MINIMUM CLEAR OPENING OF 30" IS REQUIRED; - LATERAL 2"x6" OR LARGER NOMINAL WOOD BLOCKING MUST BE INSTALLED FLUSH WITH STUD EDGES OF BATHROOM WALLS; AND - THE CENTERLINE OF THE BLOCKING MUST BE 34" FROM AND PARALLEL TO THE INTERIOR FLOOR LEVEL, EXCEPT FOR THE PORTION OF WALL DIRECTLY BEHIND THE LAVATORY. VISITABLE SWITCHES, RECEPTACLES AND ENVIRONMENTAL CONTROLS: - LIGHT SWITCHES AND ENVIRONMENTAL CONTROLS MUST BE NO HIGHER THAN 48" ABOVE THE INTERIOR FLOOR LEVEL; AND -OUTLETS AND RECEPTACLES MUST BE A MINIMUM OF 15" ABOVE THE INTERIOR FLOOR LEVEL, EXCEPT FOR FLOOR OUTLETS AND RECEPTACLES. Felicia Foster, Principal, Assoc. AIA, CPBD 512.637.4426 barroncustomdesign.com info@barroncustomdesign.com These Plans have been Prepared by Felicia B. Foster, CPBD # 44-719 Stamp and Signature Provided in Blue on originals for Regulatory Submittals. STAMPED PLANS CANNOT BE MODIFIED WITHOUT APPROVAL o n s e m u s s a i n g s e D m o t s u C n o r r a B . n o i t c u r t s n o c o t r o i r p r e d l i u b y b d e i f i r e v e b o t s t u o - l l a c d n a i s n o s n e m d i l l A . t s r i f i r e n g s e d e h t g n i t l u s n o c t u o h t i w e d a m e b l l a h s s e g n a h c o N . s n a p l e s e h t m o r f t l i u b e r u t c u r t s y n a r o f y t i l i b a i l ACCEPTABLE THRESHOLD ACCEPTABLE THRESHOLD NOT TO SCALE . R J K L M . E S E C N E D S E R I . I R J G N K R E H T U L N I T R A M E 0 1 4 2 2 & 1 G D L B , D V L B 2 0 7 8 7 S A X E T , N I T S U A O C & N K S U M I I D R S G N R P S D O O W E C P S I 0 0 1 - 4 # 9 5 7 8 7 S A X E T , N I T S U A 7 3 0 0 . 1 7 3 . 2 1 5 1 0 6 4 REVISED I N G S E D M O T S U C N O R R A B 5 2 0 2 © T H G R Y P O C I f o t n e s n o c n e t t i r w t u o h t i l w e o h w r o t r a p n i d e t a c i l p u d e b o t t o n e r a d n a s k r o w d e t h g i r y p o c e r a s g n w a r d i e s e h T m o t s u C n o r r a B f o y t r e p o r p i n a m e r d n a j t c e o r p c i f i c e p s a r o f d e p o e v e d l e r a s n a p l e s e h T i . n g s e D m o t s u C n o r r a B . d e t i i b h o r p y l t c i r t s s i j t c e o r p r e h t o n a r o f n o i t a c i l p u d y n a , y n o l e s u l e g n s i a r o f e r a s n a p l e s e h T i . n g s e D 06.10.26 BLOCK OUT 06.22.26 PRELIMINARY CHECK SET 07.01.26 PRELIMINARY SET 07.02.26 ENGINEERING SET 07.23.26 FINAL CHECK SET 08.14.26 FINAL SET 09.17.26 PERMIT SET DRAWN BY: HAL CHECKED BY: FF 09/17/26 VISITABLE SITE AS102 " 3 - ' 4 " 0 - ' 2 1 " 6 - ' 3 " 3 - ' 4 " 0 - ' 2 " 0 - ' 4 " 0 - ' 4 " 6 - ' 7 " 4 - ' 4 " 6 - ' 7 1 " 2 - ' 0 1 " 0 - ' 4 4 0 0 2 A 2 / 3/A200 20' - 0" 18' - 0" 15' - 8" 2% SLOPE CARPORT CARPORT CONC 9'-0" CLG AC 1' - 6" 2" DS " 2 " 6 " 4 - ' 9 " 0 - ' 0 1 CD 4 A300 2' - 0" 2" 6" DS 6" x 6" WOOD COLUMN 2ND FLOOR OVERHANG " 2 " 6 " 0 - ' 0 1 " 4 - ' 9 NO STEP ENTRY 2' - 2" 3' - 8" 6" WALL N E N L I " 0 - ' 0 1 CD 4 A300 3/A200 20' - 0" 11' - 10" 2' - 8" 5' - 6" 2' - 6" 3' - 0" TEMP 4020 FG 7' - 0" HDR. DS 30" x 60" TUB/ SHOWER 1HR. RATED WALL 9'-0" CLG DS 3050 SH 7' - 0" HDR. 3050 SH 7' - 0" HDR. S S E R G E " 0 - ' 1 S 2 R 2 H S 5 S 1 R 1 2-2468 2468 " 0 - ' 7 " 0 - ' 3 E P O L S 2 1 : 4 0 0 4 A 2 1 / BR 2BR 2 WOOD SLOPED CLG E P O L S 2 1 : 4 BA 2BA 2 TILE 9'-0" CLG 0 0 4 A 0 1 / 2468 POCKET SLOPED X 9' CLG " 0 - ' 3 2868 2' - 0" 3' - 8" 3' - 8" 6' - 10" 3' - 10" 18" PLATFORM W/ RAG BELOW MECHMECH 2452 WH IN ATTIC BR 3BR 3 WOOD 9'-0" CLG 2868 2468 WICWIC WOOD 9'-0" CLG 3' - 6" S 2 R 2 1R1S 5 SH BA 1BA 1 TILE 9'-0" CLG 5' - 10" 2070 GLASS 3.5" CURB 0 0 4 A / 8 1' - 4" 0 0 4 A / 9 TEMP 2030 FG 7' - 0" HDR. TEMP 2030 FG 7' - 0" HDR. TEMP 2030 FG 7' - 0" HDR. " 4 5 x . " 5 2 2 HALL HALL WOOD 9'-0" CLG DN I G N R A E P P A S D I " 8 - ' 8 I R A T S " 0 1 - ' 3 3' - 8" 3' - 8" 42" HIGH RAILING 2868 " 2 - ' 2 " 0 - ' 3 9' CLG X SLOPED AC CHASE " 2 - ' 2 3050 SH 7' - 0" HDR. " 4 - ' 7 " 8 - ' 1 1 S S E R G E 3050 SH 7' - 0" HDR. " 2 - ' 2 " 6 - 2030 FG 7' - 0" HDR. ' 1 6" WALL " 6 - ' 7 " 0 - ' 9 42" HIGH TILE HALF WALL W/ GLASS ABOVE 1' - 0" 2468 9'-0" CLG " 0 1 - ' 1 S S E R G E 3050 SH 7' - 0" HDR. 8'-1" PLT. HT " 0 - ' 4 4 0 0 2 A 4 / " 0 - ' 4 4 " 0 - ' 4 3 " 6 - ' 7 4 0 0 2 A 2 / 6" WALL B H 2030 FG 8' - 0" HDR. BREAKER BOX 2030 FG 8' - 0" HDR. " 0 - ' 7 " 6 - ' 8 " 4 - ' 5 " 8 - ' 1 " 6 - ' 3 " 0 - ' 5 " 4 - ' 5 1 " 6 - ' 8 1 1R1S S 2 R 2 8'-0" CLG DS H 12:12 S SLOPE 5 2-2468 " 4 - ' 7 7'-1" PLT. HT S 2 R 2 1R1S " 4 - ' 3 1 BR 1BR 1 WOOD SLOPED CLG 6:12 SLOPE 6:12 SLOPE 11/A400 " 4 - ' 3 1 " 6 - ' 1 1 CD 3 A300 DS " 4 - ' 7 7'-1" PLT. HT DS TEMP 3060 SH 8' - 0" HDR. " 2 - ' 3 UP 17R ENTRY ENTRY STD. CONC 9'-0" CLG 3080 3/4 GLASS STACKED W/D W/D VTO LAUNLAUN STD. CONC 9'-0" CLG 6/A400 3080 1/2 GLASS " 8 - ' 3 " 4 - ' 3 " 6 - ' 3 END PANEL 0 0 4 A / 5 7/A400 3' - 8" PWDR PWDR STD. CONC SLOPED CLG 2880 2080 STORSTOR STD. CONC SLOPED CLG 14' - 4" 12' - 2" MICRO/VENT ABOVE 36" COUNTER DEPTH REF 3/A400 KITCHEN KITCHEN STD. CONC 9'-0" CLG 30" RANGE " 0 1 - ' 5 " 0 - ' 4 1/A400 TRASH 0 0 4 A / 2 12" OVERHANG 3' - 9" 5' - 0" 5' - 7" W D 4/A400 END PANEL 6" WALL DINING DINING STD. CONC 9'-0" CLG ENCLOSED SPACE UNDER STAIRS SHALL MEET IRC R302.7 REQUIREMENTS. 2' KNEE WALL CONT. HANDRAIL " 2 - ' 4 2 42" HIGH RAILING LIVING LIVING STD. CONC 9'-0" CLG " 0 - ' 5 " 4 - ' 1 " 6 - ' 7 " 4 - ' 3 " 4 - ' 6 " 4 - ' 7 PUSH BUTTON DISPOSAL 3050 SH 8' - 0" HDR. " 0 - ' 7 2-MULLED 3060 SH 8' - 0" HDR. " 8 - ' 9 1 DS B H " 0 - ' 4 4 " 6 - ' 7 4 0 0 2 A 4 / " 0 - ' 4 3 CD 3 A300 " 6 - ' 3 PORCH ROOF BELOW 2' - 0" 3060 SH 8' - 0" HDR. 3060 SH 8' - 0" HDR. 3' - 7" 3' - 6" 7' - 3" 3' - 8" 14' - 4" CD 1 A300 18' - 0" 20' - 0" 1/A200 CD 2 A300 " 6 - ' 3 3.5" DROP CVRD PORCH CVRD PORCH CONC 8'-0" CLG DN 42" HIGH METAL RAILING 2' - 8" 3' - 4" 2-MULLED 3060 SH 8' - 0" HDR. CONCRETE STEPS TO GRADE 5' - 0" 7' - 0" 6' - 0" 12' - 0" 2' - 0" CD 1 A300 18' - 0" 20' - 0" 1/A200 CD 2 A300 2 SECOND FLOOR PLAN 1/4" = 1'-0" (22x34) 1/8" = 1'-0" (11x17) 1 FIRST FLOOR PLAN 1/4" = 1'-0" (22x34) 1/8" = 1'-0" (11x17) BLDG 1 HEATED AREA CHART NAME BLDG 1 CONDITIONED 1ST FLOOR BLDG 1 CONDITIONED 2nd FLOOR TOTAL HEATED AREA: AREA 612.00 SF 770.63 SF 1,382.63 SF BLDG 1 UNHEATED AREA CHART NAME BLDG 1 CARPORT BLDG 1 CVRD PORCH TOTAL UNHEATED AREA: AREA 180.00 SF 21.00 SF 201.00 SF WALL LEGEND 2" x 4" STUD W/ MIN. 1/2" GYP, EACH SIDE 2" x 6" STUD W/ MIN. 1/2" GYP, EACH SIDE THERMAL ENVELOPE 1-HR RATED WALL Felicia Foster, Principal, Assoc. AIA, CPBD 512.637.4426 barroncustomdesign.com info@barroncustomdesign.com These Plans have been Prepared by Felicia B. Foster, CPBD # 44-719 Stamp and Signature Provided in Blue on originals for Regulatory Submittals. STAMPED PLANS CANNOT BE MODIFIED WITHOUT APPROVAL . d e t i i b h o r p y l t c i r t s s i j t c e o r p r e h t o n a r o f n o i t a c i l p u d y n a , y n o l e s u l e g n s i a r o f e r a s n a p l e s e h T i . n g s e D I N G S E D M O T S U C N O R R A B 5 2 0 2 © T H G R Y P O C I f o t n e s n o c n e t t i r w t u o h t i l w e o h w r o t r a p n i d e t a c i l p u d e b o t t o n e r a d n a s k r o w d e t h g i r y p o c e r a s g n w a r d i e s e h T m o t s u C n o r r a B f o y t r e p o r p i n a m e r d n a j t c e o r p c i f i c e p s a r o f d e p o e v e d l e r a s n a p l e s e h T i . n g s e D m o t s u C n o r r a B . R J K L M . E S E C N E D S E R I . I R J G N K R E H T U L N I T R A M E 0 1 4 2 2 & 1 G D L B , D V L B 2 0 7 8 7 S A X E T , N I T S U A O C & N K S U M I I D R S G N R P S D O O W E C P S I 0 0 1 - 4 # 9 5 7 8 7 S A X E T , N I T S U A 7 3 0 0 . 1 7 3 . 2 1 5 1 0 6 4 REVISED o n s e m u s s a i n g s e D m o t s u C n o r r a B . n o i t c u r t s n o c o t r o i r p r e d l i u b y b d e i f i r e v e b o t s t u o - l l a c d n a i s n o s n e m d i l l A . t s r i f i r e n g s e d e h t g n i t l u s n o c t u o h t i w e d a m e b l l a h s s e g n a h c o N . s n a p l e s e h t m o r f t l i u b e r u t c u r t s y n a r o f y t i l i b a i l 06.10.26 BLOCK OUT 06.22.26 PRELIMINARY CHECK SET 07.01.26 PRELIMINARY SET 07.02.26 ENGINEERING SET 07.23.26 FINAL CHECK SET 08.14.26 FINAL SET 09.17.26 PERMIT SET DRAWN BY: HAL CHECKED BY: FF 09/17/26 BLDG 1 FLOOR PLANS A100 CD 3 A300 COMPOSITE SHINGLE ROOF @ 12:12 GUTTER CEMENTITIOUS HORIZONTAL SIDING 6" " 1 - ' 8 . T H . T L P DOWNSPOUT " 1 - ' 7 3' - 6" AWNING - SEE DETAIL 42" HIGH RAILING CONC. STEPS TO GRADE " 0 - ' 8 LAG = 558' 4 BUILDING 1 RIGHT ELEVATION 1/4" = 1'-0" (22x34) 1/8" = 1'-0" (11x17) CD 4 A300 8" FASCIA BOARD W/ DRIP EDGE OVER 4" FRIEZE BOARD- SEE DETAIL 2x4 CORNER TRIM- SEE DETAIL 2x CEMENTITIOUS TRIM AT WINDOWS AND DOORS- SEE DETAIL Z-FLASHING 6" 3/4" 2x12 TRIM BOARD 6x6 COLUMN- SEE DETAIL OPEN CARPORT " 0 - ' 7 HAG= 558.5' 2 BUILDING 1 LEFT ELEVATION 1/4" = 1'-0" (22x34) 1/8" = 1'-0" (11x17) CEMENTITIOUS HORIZONTAL SIDING 6" CD 4 A300 OPEN CARPORT 8" FASCIA BOARD W/ DRIP EDGE OVER 4" FRIEZE BOARD- SEE DETAIL PLT LVL 02 18' - 6" 6" " 1 - ' 8 " 4 - ' 1 " 1 - ' 9 2x CEMENTITIOUS TRIM AT WINDOWS AND DOORS- SEE DETAIL F.F. LVL 02 10' - 5" PLT LVL 01 9' - 1" Z FLASHING 2x12 TRIM BOARD 2x4 CORNER TRIM- SEE DETAIL CD 2 A300 CD 1 A300 COMPOSITE SHINGLE ROOF @ 6:12 CEMENTITIOUS HORIZONTAL SIDING GUTTER 2x CEMENTITIOUS TRIM AT WINDOWS AND DOORS- SEE DETAIL DOWNSPOUT 6" 2x4 CORNER TRIM- SEE DETAIL Z-FLASHING 2x12 TRIM BOARD NO DROP OVER 30" OPEN CARPORT F.F. LVL 01 0" AC 3 BUILDING 1 REAR ELEVATION 1/4" = 1'-0" (22x34) 1/8" = 1'-0" (11x17) CD 1 A300 CD 2 A300 CEMENTITIOUS HORIZONTAL SIDING CD 3 A300 COMPOSITE SHINGLE ROOF @ 12:12 6" 6" DOWNSPOUT GUTTER PLT LVL 02 18' - 6" " 1 - ' 8 " 1 - ' 7 T H T L P " 4 - ' 1 F.F. LVL 02 10' - 5" PLT LVL 01 9' - 1" COMPOSITE SHINGLE ROOF @ 6:12 8" FASCIA BOARD W/ DRIP EDGE OVER 4" FRIEZE BOARD - SEE DETAIL 6" 6" 2x4 CORNER TRIM- SEE DETAIL " 1 - ' 7 2x CEMENTITIOUS TRIM AT WINDOWS AND DOORS - SEE DETAIL Z-FLASHING T H G E H I . T L P 2x12 TRIM BOARD 2' - 0" 3' - 6" AWNING - SEE DETAIL 42" HIGH RAILING AWNING - SEE DETAIL " 1 - ' 9 " 0 - ' 8 CONC. STEPS TO GRADE F.F. LVL 01 0" 2x CEMENTITIOUS TRIM AT WINDOWS AND DOORS- SEE DETAIL 42" HIGH RAILING CONC. STEPS TO GRADE " 0 - ' 8 " 0 - ' 7 3/4" 1 BUILDING 1 FRONT ELEVATION 1/4" = 1'-0" (22x34) 1/8" = 1'-0" (11x17) PLT LVL 02 18' - 6" 6" " 1 - ' 8 " 4 - ' 1 F.F. LVL 02 10' - 5" PLT LVL 01 9' - 1" 2' - 0" 6x6 COLUMN- SEE DETAIL " 1 - ' 9 F.F. LVL 01 0" HAG= 558.5' PLT LVL 02 18' - 6" 6" . T H . G D L B " 4 / 3 6 - ' 5 2 F.F. LVL 02 10' - 5" PLT LVL 01 9' - 1" " 1 - ' 8 " 4 - ' 1 " 1 - ' 9 F.F. LVL 01 0" AAG = 558.25' LAG = 558' I I I T C R T S D C R O T S H R O F I X A M " 0 - 7 2 ' Felicia Foster, Principal, Assoc. AIA, CPBD 512.637.4426 barroncustomdesign.com info@barroncustomdesign.com These Plans have been Prepared by Felicia B. Foster, CPBD # 44-719 Stamp and Signature Provided in Blue on originals for Regulatory Submittals. STAMPED PLANS CANNOT BE MODIFIED WITHOUT APPROVAL . d e t i i b h o r p y l t c i r t s s i j t c e o r p r e h t o n a r o f n o i t a c i l p u d y n a , y n o l e s u l e g n s i a r o f e r a s n a p l e s e h T i . n g s e D o n s e m u s s a i n g s e D m o t s u C n o r r a B . n o i t c u r t s n o c o t r o i r p r e d l i u b y b d e i f i r e v e b o t s t u o - l l a c d n a i s n o s n e m d i l l A . t s r i f i r e n g s e d e h t g n i t l u s n o c t u o h t i w e d a m e b l l a h s s e g n a h c o N . s n a p l e s e h t m o r f t l i u b e r u t c u r t s y n a r o f y t i l i b a i l I N G S E D M O T S U C N O R R A B 5 2 0 2 © T H G R Y P O C I f o t n e s n o c n e t t i r w t u o h t i l w e o h w r o t r a p n i d e t a c i l p u d e b o t t o n e r a d n a s k r o w d e t h g i r y p o c e r a s g n w a r d i e s e h T m o t s u C n o r r a B f o y t r e p o r p i n a m e r d n a j t c e o r p c i f i c e p s a r o f d e p o e v e d l e r a s n a p l e s e h T i . n g s e D m o t s u C n o r r a B . R J K L M . E S E C N E D S E R I . I R J G N K R E H T U L N I T R A M E 0 1 4 2 2 & 1 G D L B , D V L B 2 0 7 8 7 S A X E T , N I T S U A O C & N K S U M I I D R S G N R P S D O O W E C P S I 0 0 1 - 4 # 9 5 7 8 7 S A X E T , N I T S U A 7 3 0 0 . 1 7 3 . 2 1 5 1 0 6 4 REVISED 06.10.26 BLOCK OUT 06.22.26 PRELIMINARY CHECK SET 07.01.26 PRELIMINARY SET 07.02.26 ENGINEERING SET 07.23.26 FINAL CHECK SET 08.14.26 FINAL SET 09.17.26 PERMIT SET DRAWN BY: HAL CHECKED BY: FF 09/17/26 BLDG1 1 ELEVATIONS A200 CD 2 A300 CD 1 A300 SLOPED CEILING BA 2BA 2 TILE 9'-0" CLG BR 2BR 2 WOOD SLOPED CLG CARPORT CARPORT CONC 9'-0" CLG F.F. LVL 03 20' - 10" PLT LVL 02 18' - 6" " 4 - ' 2 " 1 - ' 8 " 4 - ' 1 F.F. LVL 02 10' - 5" PLT LVL 01 9' - 1" 2' - 0" " 1 - ' 9 F.F. LVL 01 0" CD 4 A300 CD 3 A300 6 12 BA 2BA 2 TILE 9'-0" CLG BR 3BR 3 WOOD 9'-0" CLG BA 1BA 1 TILE 9'-0" CLG " 0 - ' 9 PLT LVL 02 18' - 6" SLOPED CLG. 7' - 4" @ 7'-1" PLT. HT. BR 1BR 1 WOOD SLOPED CLG " 1 - ' 8 " 1 - ' 7 . T H . T L P CARPORT CARPORT CONC 9'-0" CLG KITCHEN KITCHEN STD. CONC 9'-0" CLG DINING DINING STD. CONC 9'-0" CLG LIVING LIVING STD. CONC 9'-0" CLG F.F. LVL 02 10' - 5" PLT LVL 01 9' - 1" " 4 - ' 1 " 1 - ' 9 F.F. LVL 01 0" 4 BLDG 1 Section 4 1/4" = 1'-0" (22x34) 1/8" = 1'-0" (11x17) 2 BLDG 1 Section 2 1/4" = 1'-0" (22x34) 1/8" = 1'-0" (11x17) CD 2 A300 CD 1 A300 6 12 " 4 / 1 1 - ' 1 1 BR 1BR 1 WOOD SLOPED CLG " 1 - ' 7 . T H . T L P PLT LVL 02 18' - 6" " 1 - ' 8 " 1 - ' 7 . T H . T L P " 4 - ' 1 F.F. LVL 02 10' - 5" PLT LVL 01 9' - 1" LIVING LIVING STD. CONC 9'-0" CLG " 1 - ' 9 ENTRY ENTRY STD. CONC 9'-0" CLG F.F. LVL 01 0" CD 4 A300 4 4 12 BR 2BR 2 WOOD SLOPED CLG MECHMECH " 0 - ' 9 HALL HALL WOOD 9'-0" CLG 12 " 2 / 1 9 - ' 9 CARPORT CARPORT CONC 9'-0" CLG LAUNLAUN STD. CONC 9'-0" CLG PWDR PWDR STD. CONC SLOPED CLG " 2 / 1 2 - ' 7 10" " 4 / 1 7 RAILING @ 42" HEIGHT 17 RISERS @ 7.25" W/ 10" TREADS 24" KNEE WALL 3-2x12 STRINGERS STORSTOR STD. CONC SLOPED CLG ENTRY ENTRY STD. CONC 9'-0" CLG CVRD PORCH CVRD PORCH CONC 8'-0" CLG 3 BLDG 1 Section 3 1/4" = 1'-0" (22x34) 1/8" = 1'-0" (11x17) 1 BLDG 1 Section 1 1/4" = 1'-0" (22x34) 1/8" = 1'-0" (11x17) PER IRC R302.7 ENCLOSED SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY SOFFITS PROTECTED WITH 1/2" GYPSUM BOARD Felicia Foster, Principal, Assoc. AIA, CPBD 512.637.4426 barroncustomdesign.com info@barroncustomdesign.com These Plans have been Prepared by Felicia B. Foster, CPBD # 44-719 Stamp and Signature Provided in Blue on originals for Regulatory Submittals. STAMPED PLANS CANNOT BE MODIFIED WITHOUT APPROVAL . R J K L M . E S E C N E D S E R I . I R J G N K R E H T U L N I T R A M E 0 1 4 2 2 & 1 G D L B , D V L B 2 0 7 8 7 S A X E T , N I T S U A I N G S E D M O T S U C N O R R A B 5 2 0 2 © T H G R Y P O C I f o t n e s n o c n e t t i r w t u o h t i l w e o h w r o t r a p n i d e t a c i l p u d e b o t t o n e r a d n a s k r o w d e t h g i r y p o c e r a s g n w a r d i e s e h T m o t s u C n o r r a B f o y t r e p o r p i n a m e r d n a j t c e o r p c i f i c e p s a r o f d e p o e v e d l e r a s n a p l e s e h T i . n g s e D m o t s u C n o r r a B . d e t i i b h o r p y l t c i r t s s i j t c e o r p r e h t o n a r o f n o i t a c i l p u d y n a , y n o l e s u l e g n s i a r o f e r a s n a p l e s e h T i . n g s e D o n s e m u s s a i n g s e D m o t s u C n o r r a B . n o i t c u r t s n o c o t r o i r p r e d l i u b y b d e i f i r e v e b o t s t u o - l l a c d n a i s n o s n e m d i l l A . t s r i f i r e n g s e d e h t g n i t l u s n o c t u o h t i w e d a m e b l l a h s s e g n a h c o N . s n a p l e s e h t m o r f t l i u b e r u t c u r t s y n a r o f y t i l i b a i l CD 3 A300 O C & N K S U M I I D R S G N R P S D O O W E C P S I 0 0 1 - 4 # 9 5 7 8 7 S A X E T , N I T S U A 7 3 0 0 . 1 7 3 . 2 1 5 1 0 6 4 REVISED PLT LVL 02 18' - 6" F.F. LVL 02 10' - 5" PLT LVL 01 9' - 1" " 1 - ' 8 " 4 - ' 1 " 1 - ' 9 F.F. LVL 01 0" 06.10.26 BLOCK OUT 06.22.26 PRELIMINARY CHECK SET 07.01.26 PRELIMINARY SET 07.02.26 ENGINEERING SET 07.23.26 FINAL CHECK SET 08.14.26 FINAL SET 09.17.26 PERMIT SET DRAWN BY: HAL CHECKED BY: FF 09/17/26 BLDG 1 SECTIONS A300 3/A200 ADDRESS: 2406 E MLK BLVD BLDG 1 ROOF AREA ROOF 1 ROOF 2 AREA 58,032 sqin 96,192 sqin 1/150 193 sqin 320 sqin VENTS APPLIED 19 LF RIDGE VENT 24 LF RIDGE VENT 2406 E MLK BLVD BLDG 2 ROOF 1 143,712 sqin 479 sqin 38 LF RIDGE VENT ATTIC VENTILATION 1. RIDGE VENT AT ALL MAIN RIDGES 2. AIR HAWKS TO BE UITLIZED AT ALL OTHER ROOF AREAS TO BE VENTED NET FREE AREA: 61 SQ. IN. DESCRIPTION: WEATHERWOOD PART #: 887550190 SIZE: 17 1/4" x 18 1/4" x 4" ALL VENTILATION PER 2021 IRC CD 4 A300 0 0 2 A 4 / " 6 6" 2 1 : 6 " 6 I I N O T S O P M O C F O O R E L G N H S I 2 1 : 6 6" RIDGE GUTTER 6" 6" F O O R E L G N H S I 2 1 : 6 I I N O T S O P M O C 0 0 2 A 2 / Y E L L A V V A L L E Y E G D R I COMPOSITION SHINGLE ROOF 12:12 GUTTER COMPOSITION SHINGLE ROOF 12:12 6" GUTTER 2 1 : 1 CD 1 A300 " 6 1/A200 1 CD 2 A300 ROOF PLAN 1/4" = 1'-0" (22x34) 1/8" = 1'-0" (11x17) Felicia Foster, Principal, Assoc. AIA, CPBD 512.637.4426 barroncustomdesign.com info@barroncustomdesign.com These Plans have been Prepared by Felicia B. Foster, CPBD # 44-719 Stamp and Signature Provided in Blue on originals for Regulatory Submittals. STAMPED PLANS CANNOT BE MODIFIED WITHOUT APPROVAL o n s e m u s s a i n g s e D m o t s u C n o r r a B . n o i t c u r t s n o c o t r o i r p r e d l i u b y b d e i f i r e v e b o t s t u o - l l a c d n a i s n o s n e m d i l l A . t s r i f i r e n g s e d e h t g n i t l u s n o c t u o h t i w e d a m e b l l a h s s e g n a h c o N . s n a p l e s e h t m o r f t l i u b e r u t c u r t s y n a r o f y t i l i b a i l . d e t i i b h o r p y l t c i r t s s i j t c e o r p r e h t o n a r o f n o i t a c i l p u d y n a , y n o l e s u l e g n s i a r o f e r a s n a p l e s e h T i . n g s e D I N G S E D M O T S U C N O R R A B 5 2 0 2 © T H G R Y P O C I f o t n e s n o c n e t t i r w t u o h t i l w e o h w r o t r a p n i d e t a c i l p u d e b o t t o n e r a d n a s k r o w d e t h g i r y p o c e r a s g n w a r d i e s e h T m o t s u C n o r r a B f o y t r e p o r p i n a m e r d n a j t c e o r p c i f i c e p s a r o f d e p o e v e d l e r a s n a p l e s e h T i . n g s e D m o t s u C n o r r a B . R J K L M . E S E C N E D S E R I . I R J G N K R E H T U L N I T R A M E 0 1 4 2 2 & 1 G D L B , D V L B 2 0 7 8 7 S A X E T , N I T S U A O C & N K S U M I I D R S G N R P S D O O W E C P S I 0 0 1 - 4 # 9 5 7 8 7 S A X E T , N I T S U A 7 3 0 0 . 1 7 3 . 2 1 5 1 0 6 4 REVISED 06.10.26 BLOCK OUT 06.22.26 PRELIMINARY CHECK SET 07.01.26 PRELIMINARY SET 07.02.26 ENGINEERING SET 07.23.26 FINAL CHECK SET 08.14.26 FINAL SET 09.17.26 PERMIT SET DRAWN BY: HAL CHECKED BY: FF 09/17/26 BLDG 1 ROOF PLAN A600 VISITABLE ENTRANCE FROM CARPORT, 3'-0"x8'-0" VISITABLE DOOR W/ FLUSH THRESHOLD - SEE DETAIL 36" COUNTER DEPTH REF VISITABLE ROUTE 30" RANGE E L B A T I S V I E T U O R W D NO STEP ENTRANCE E L B A T I S V I E T U O R VISITABLE BATHROOM W/D 30" x 30" CLEAR SPACE VISITABLE ROUTE 2'-8" x 8'-0" DOOR 2X6 BLOCKING INSTALLED FLUSH WITH STUD EDGES, CENTERLINE OF BLOCKING MUST BE 34" PARALLEL TO INTERIOR FLOOR EXCEPT FOR THE AREA DIRECTLY BEHIND THE LAVATORY 32" MIN ACCESSIBLE ROUTE AS REQUIRED BY SEC. R-320 (D) VISITABLE BATHROOM: MIN 30" CLEAR DOOR OPENING AS REQUIRED BY SEC. R-320 (B) (REVISE DOOR TO BE 2'-8" TO MEET VISITABILITY CRITERIA.) DOOR SWINGS SHALL NOT IMPEDE 30"x30" CLR FLOOR SPACE WITHIN AS REQUIRED BY BCM 4.4.7.6. DOORS. 2 x 6 BLOCKING CENTERLINE @ 34" A.F.F. (EXCEPT BEHIND LAVATORY) 30"x30" CLR FLOOR SPACE 1 VISITABLE PLAN 1/4" = 1'-0" (22x34) 1/8" = 1'-0" (11x17) VISITABILITY NOTES: VISITABLE BATHROOM ROUTE: -A BATHROOM GROUP OR HALF BATH DESIGNATED FOR VISITABILITY MUST BE ACCESSIBLE BY ROUTE WITH A MINIMUM CLEAR OPENING OF 32" BEGINNING AT THE VISITABLE ENTRANCE DESIGNATED AND CONTINUING THROUGH THE LIVING ROOM, DINING ROOM, AND KITCHEN, AND BE LEVEL WITH RAMPED OR BEVELED CHANGES AT DOOR THRESHOLDS. VISITABLE DWELLING ENTRANCE: - A DWELLING MUST BE ACCESSIBLE BY AT LEAST ONE NO-STEP ENTRANCE WITH A BEVELED THRESHOLD OF 1/2" OR LESS AND A DOOR WITH A CLEAR WIDTH OF AT LEAST 32". THE ENTRANCE MAYBE LOCATED AT THE FRONT, REAR OR SIDE OR IN THE GARAGE OR CARPORT, OF THE DWELLING. VISITABLE BATHROOMS: - A MINIMUM CLEAR OPENING OF 30" IS REQUIRED; - LATERAL 2"x6" OR LARGER NOMINAL WOOD BLOCKING MUST BE INSTALLED FLUSH WITH STUD EDGES OF BATHROOM WALLS; AND - THE CENTERLINE OF THE BLOCKING MUST BE 34" FROM AND PARALLEL TO THE INTERIOR FLOOR LEVEL, EXCEPT FOR THE PORTION OF WALL DIRECTLY BEHIND THE LAVATORY. VISITABLE SWITCHES, RECEPTACLES AND ENVIRONMENTAL CONTROLS: - LIGHT SWITCHES AND ENVIRONMENTAL CONTROLS MUST BE NO HIGHER THAN 48" ABOVE THE INTERIOR FLOOR LEVEL; AND -OUTLETS AND RECEPTACLES MUST BE A MINIMUM OF 15" ABOVE THE INTERIOR FLOOR LEVEL, EXCEPT FOR FLOOR OUTLETS AND RECEPTACLES. Felicia Foster, Principal, Assoc. AIA, CPBD 512.637.4426 barroncustomdesign.com info@barroncustomdesign.com These Plans have been Prepared by Felicia B. Foster, CPBD # 44-719 Stamp and Signature Provided in Blue on originals for Regulatory Submittals. STAMPED PLANS CANNOT BE MODIFIED WITHOUT APPROVAL o n s e m u s s a i n g s e D m o t s u C n o r r a B . n o i t c u r t s n o c o t r o i r p r e d l i u b y b d e i f i r e v e b o t s t u o - l l a c d n a i s n o s n e m d i l l A . t s r i f i r e n g s e d e h t g n i t l u s n o c t u o h t i w e d a m e b l l a h s s e g n a h c o N . s n a p l e s e h t m o r f t l i u b e r u t c u r t s y n a r o f y t i l i b a i l ACCEPTABLE THRESHOLD ACCEPTABLE THRESHOLD NOT TO SCALE . R J K L M . E S E C N E D S E R I . I R J G N K R E H T U L N I T R A M E 0 1 4 2 2 & 1 G D L B , D V L B 2 0 7 8 7 S A X E T , N I T S U A O C & N K S U M I I D R S G N R P S D O O W E C P S I 0 0 1 - 4 # 9 5 7 8 7 S A X E T , N I T S U A 7 3 0 0 . 1 7 3 . 2 1 5 1 0 6 4 REVISED I N G S E D M O T S U C N O R R A B 5 2 0 2 © T H G R Y P O C I f o t n e s n o c n e t t i r w t u o h t i l w e o h w r o t r a p n i d e t a c i l p u d e b o t t o n e r a d n a s k r o w d e t h g i r y p o c e r a s g n w a r d i e s e h T m o t s u C n o r r a B f o y t r e p o r p i n a m e r d n a j t c e o r p c i f i c e p s a r o f d e p o e v e d l e r a s n a p l e s e h T i . n g s e D m o t s u C n o r r a B . d e t i i b h o r p y l t c i r t s s i j t c e o r p r e h t o n a r o f n o i t a c i l p u d y n a , y n o l e s u l e g n s i a r o f e r a s n a p l e s e h T i . n g s e D 06.10.26 BLOCK OUT 06.22.26 PRELIMINARY CHECK SET 07.01.26 PRELIMINARY SET 07.02.26 ENGINEERING SET 07.23.26 FINAL CHECK SET 08.14.26 FINAL SET 09.17.26 PERMIT SET DRAWN BY: HAL CHECKED BY: FF 09/17/26 BLDG 1 VISITABLE PLAN A700 18' - 0" 2% SLOPE 2' - 1" 15' - 11" " 0 - ' 0 1 NO STEP ENTRY 36" COUNTER DEPTH REF 30" RANGE " 4 - ' 7 CONDUIT TO ISLAND FOR ELECTRICAL W/D " 0 1 - ' 5 " 0 - ' 4 " 0 - ' 0 1 " 6 - ' 7 4 " 0 - ' 4 3 " 8 - ' 6 " 4 - ' 8 " 0 - ' 9 1 3.5" DROP " 6 - ' 3 6' - 0" 12' - 0" 18' - 0" SLAB PLAN 1/4" = 1'-0" (22x34) 1/8" = 1'-0" (11x17) " 6 - ' 3 1 7' - 5" 5' - 0" 5' - 7" W D 2' - 0" 2' - 0" 14' - 0" " 6 - ' 7 4 " 0 - ' 4 3 " 8 - ' 6 2 " 2 - ' 4 2 O C & N K S U M I Felicia Foster, Principal, Assoc. AIA, CPBD 512.637.4426 barroncustomdesign.com info@barroncustomdesign.com These Plans have been Prepared by Felicia B. Foster, CPBD # 44-719 Stamp and Signature Provided in Blue on originals for Regulatory Submittals. STAMPED PLANS CANNOT BE MODIFIED WITHOUT APPROVAL I N G S E D M O T S U C N O R R A B 5 2 0 2 © T H G R Y P O C I f o t n e s n o c n e t t i r w t u o h t i l w e o h w r o t r a p n i d e t a c i l p u d e b o t t o n e r a d n a s k r o w d e t h g i r y p o c e r a s g n w a r d i e s e h T m o t s u C n o r r a B f o y t r e p o r p i n a m e r d n a j t c e o r p c i f i c e p s a r o f d e p o e v e d l e r a s n a p l e s e h T i . n g s e D m o t s u C n o r r a B . d e t i i b h o r p y l t c i r t s s i j t c e o r p r e h t o n a r o f n o i t a c i l p u d y n a , y n o l e s u l e g n s i a r o f e r a s n a p l e s e h T i . n g s e D o n s e m u s s a i n g s e D m o t s u C n o r r a B . n o i t c u r t s n o c o t r o i r p r e d l i u b y b d e i f i r e v e b o t s t u o - l l a c d n a i s n o s n e m d i l l A . t s r i f i r e n g s e d e h t g n i t l u s n o c t u o h t i w e d a m e b l l a h s s e g n a h c o N . s n a p l e s e h t m o r f t l i u b e r u t c u r t s y n a r o f y t i l i b a i l . R J K L M . E S E C N E D S E R I . I R J G N K R E H T U L N I T R A M E 0 1 4 2 2 & 1 G D L B , D V L B 2 0 7 8 7 S A X E T , N I T S U A I D R S G N R P S D O O W E C P S I 0 0 1 - 4 # 9 5 7 8 7 S A X E T , N I T S U A 7 3 0 0 . 1 7 3 . 2 1 5 1 0 6 4 REVISED 06.10.26 BLOCK OUT 06.22.26 PRELIMINARY CHECK SET 07.01.26 PRELIMINARY SET 07.02.26 ENGINEERING SET 07.23.26 FINAL CHECK SET 08.14.26 FINAL SET 09.17.26 PERMIT SET DRAWN BY: HAL CHECKED BY: FF 09/17/26 BLDG 1 SLAB S100 CD 1 A301 3/A201 23' - 0" CD 2 A301 13' - 4" 6' - 0" 3' - 8" 2' - 10" 3' - 2" 2030 FG 7' - 0" HDR. CD 1 A301 3/A201 23' - 0" CD 2 A301 3' - 0" 13' - 4" 6' - 8" DS 3060 SH 8' - 0" HDR. 3060 SH 8' - 0" HDR. BLDG 2 HEATED AREA CHART NAME BLDG 2 CONDITIONED 1ST FLOOR BLDG 2 CONDITIONED 2nd FLOOR TOTAL HEATED AREA: AREA 556.50 SF 750.93 SF 1,307.43 SF BLDG 2 UNHEATED AREA CHART NAME BLDG 2 CARPORT BLDG 2 CVRD PORCH TOTAL UNHEATED AREA: AREA 180.00 SF 30.00 SF 210.00 SF WALL LEGEND 2" x 4" STUD W/ MIN. 1/2" GYP, EACH SIDE 2" x 6" STUD W/ MIN. 1/2" GYP, EACH SIDE THERMAL ENVELOPE 1-HR RATED WALL Felicia Foster, Principal, Assoc. AIA, CPBD 512.637.4426 barroncustomdesign.com info@barroncustomdesign.com These Plans have been Prepared by Felicia B. Foster, CPBD # 44-719 Stamp and Signature Provided in Blue on originals for Regulatory Submittals. STAMPED PLANS CANNOT BE MODIFIED WITHOUT APPROVAL 42" HIGH TILE HALF WALL W/ GLASS ABOVE " 0 1 - ' 4 3" DEEP x 16" HIGH x 16" WIDE TILE NICHE CD 4 A301 G L C ' 9 O T E P O L S 2 1 : 2 1 " 6 - ' 7 TEMP 2030 FG 7' - 0" HDR. " 0 - ' 4 TEMP 2030 FG 7' - 0" HDR. DN 3' - 8" 2868 WH IN ATTIC I " 4 5 3' - 8" G N R A E P P A S D R A T S " 5 2 2 x . I I HALL HALL WOOD 9'-0" CLG " 0 - ' 4 TEMP 2030 FG 7' - 0" HDR. " 0 - 2452 ' 2 18" PLATFORM W/ RAG BELOW 2868 MECHMECH " 0 - ' 8 3 1 0 2 A 4 / 1 0 2 A 2 / " 0 - ' 8 3 " 6 - ' 7 1 " 8 - ' 5 DS " 2 - ' 2 3050 SH 7' - 0" HDR. CD 4 A301 " 4 - ' 2 1 " 4 - ' 8 " 0 - ' 1 3050 SH 7' - 0" HDR. S S E R G E E P O L S 2 1 : 4 E P O L S 2 1 : 4 BR 1BR 1 WOOD SLOPED CLG N E N L I 6" WALL " 8 - ' 8 SLOPED x 9' CLG " 8 - ' 3 3.5" CURB 2070 GLASS 1 0 4 A 0 1 9/A401 / BA 1BA 1 TILE 9'-0" CLG 1 0 4 A / 8 2468 " 2 - ' 4 " 0 1 - ' 1 " 0 1 - ' 1 " 2 - ' 1 1 " 6 - ' 7 " 4 " 0 - ' 0 1 " 0 1 - ' 1 " 2 - ' 5 " 2 - ' 5 1 0 2 A 2 / " 0 - ' 8 3 CD 3 A301 2-2468 S 1 R 1 6:12 SLOPE TO 9' CLG 9'-0" CLG S 1 R 1 2R2S 5 SH 2R2S " 0 5 SH - 1R1S 2868 ' 2 " 2 - ' 2 S 2 R 2 42" HIGH RAILING 3' - 4" 1' - 10" 2468 5' - 6" DS 5' - 0" 3050 SH 7' - 0" HDR. DS 3050 SH 7' - 0" HDR. G L C ' 9 O T E P O L S 2 1 : 2 1 S S E R G E BR 3BR 3 WOOD 9'-0" CLG 2468 POCKET 2' - 0" 3' - 6" 2' - 4" " 0 1 - ' 8 " 8 - ' 2 " 0 - ' 3 4020 FG 7' - 0" HDR. 2' - 11 1/2" 2' - 6 1/2" 1HR. RATED WALL 3' - 0" 5' - 6" 2' - 4" 12' - 2" 23' - 0" 1/A201 4' - 10" 3' - 8" 3' - 8" 2 1 : 4 E P O L S 1 0 4 A / 1 1 BA 2BA 2 TILE SLOPED CLG 2 1 : 4 E P O L S 30" x 60" TUB/ SHOWER 2030 FG 9' - 0" HDR. 6" WALL 2468 BR 2BR 2 WOOD SLOPED CLG 6:12 SLOPE 6:12 SLOPE 1' - 0" 2-2468 " 0 - ' 7 S 1 R 1 H S 5 S 2 R 2 " 1 - ' 3 3050 SH 7' - 0" HDR. " 6 - ' 3 " 0 - ' 0 1 3050 SH 7' - 0" HDR. " 5 - ' 3 DS S S E R G E CD 3 A301 " 3 - ' 5 " 3 - ' 5 " 2 - ' 3 " 0 1 - ' 2 " 2 - ' 4 " 4 - ' 7 " 6 - ' 0 1 " 0 - ' 6 " 6 - ' 1 1 " 0 - ' 0 1 3060 SH 8' - 0" HDR. 3080 3/4 GLASS 3.5" DROP CVRD PORCH CVRD PORCH CONC 9'-0" CLG 3060 SH 8' - 0" HDR. " 6 " 2 2" 6" 3050 SH 8' - 0" HDR. PUSH BUTTON DISPOSAL DS 19' - 4" " 6 - ' 0 1 LIVING LIVING STD. CONC 9'-0" CLG 42" HIGH RAILING CONT. HANDRAIL 2' KNEE WALL ENCLOSED SPACE UNDER STAIRS SHALL MEET IRC R302.7 REQUIREMENTS. " 8 - ' 7 END PANEL DINING DINING STD. CONC 9'-0" CLG 6" WALL 4/A401 " 8 - ' 3 " 6 - ' 7 " 4 - ' 1 " 0 - ' 5 5' - 8" 5' - 0" 3' - 8" W D 12" OVERHANG 1 0 4 A / 2 1/A401 30" RANGE " 0 - ' 4 " 0 1 - ' 5 1 0 4 A / 5 " 6 - ' 3 " 4 - ' 3 KITCHEN KITCHEN STD. CONC 9'-0" CLG 3/A401 END PANEL " 8 - ' 3 3080 1/2 GLASS 36" COUNTER DEPTH REF DS UP 17R 3' - 8" STORSTOR STD. CONC SLOPED CLG 2080 PWDR PWDR STD. CONC SLOPED CLG 3' - 8" 2880 7/A401 2030 FG 8' - 0" HDR. BREAKER BOX 6/A401 LAUNLAUN STD. CONC 9'-0" CLG STACKED W/D W/D VTO 2030 FG 8' - 0" HDR. ' 1 " 0 - ' 7 " 4 - ' 5 " 6 - ' 2 1 " 6 - ' 8 " 0 - ' 8 2 " 0 - ' 5 " 6 - ' 3 " 8 - " 0 - ' 8 3 1 0 2 A 4 / 2' - 8" 2' - 4" MICRO/VENT ABOVE 12' - 4" 2' - 0" 14' - 4" 3' - 8" 6" WALL NO STEP ENTRY CARPORT CARPORT CONC 9'-0" CLG 2% SLOPE 2ND FLOOR OVERHANG 6" x 6" WOOD COLUMN 2"6" 15' - 7 1/4" 3' - 0" 2' - 0" 18' - 0" AC " 0 - ' 0 1 " 4 - ' 9 " 6 " 2 DS 1' - 6 3/4" 2" 23' - 0" 1/A201 2 SECOND FLOOR PLAN 1/4" = 1'-0" (22x34) 1/8" = 1'-0" (11x17) 1 FIRST FLOOR PLAN 1/4" = 1'-0" (22x34) 1/8" = 1'-0" (11x17) . d e t i i b h o r p y l t c i r t s s i j t c e o r p r e h t o n a r o f n o i t a c i l p u d y n a , y n o l e s u l e g n s i a r o f e r a s n a p l e s e h T i . n g s e D I N G S E D M O T S U C N O R R A B 5 2 0 2 © T H G R Y P O C I f o t n e s n o c n e t t i r w t u o h t i l w e o h w r o t r a p n i d e t a c i l p u d e b o t t o n e r a d n a s k r o w d e t h g i r y p o c e r a s g n w a r d i e s e h T m o t s u C n o r r a B f o y t r e p o r p i n a m e r d n a j t c e o r p c i f i c e p s a r o f d e p o e v e d l e r a s n a p l e s e h T i . n g s e D m o t s u C n o r r a B . R J K L M . E S E C N E D S E R I . I R J G N K R E H T U L N I T R A M E 0 1 4 2 2 & 1 G D L B , D V L B 2 0 7 8 7 S A X E T , N I T S U A O C & N K S U M I I D R S G N R P S D O O W E C P S I 0 0 1 - 4 # 9 5 7 8 7 S A X E T , N I T S U A 7 3 0 0 . 1 7 3 . 2 1 5 1 0 6 4 REVISED o n s e m u s s a i n g s e D m o t s u C n o r r a B . n o i t c u r t s n o c o t r o i r p r e d l i u b y b d e i f i r e v e b o t s t u o - l l a c d n a i s n o s n e m d i l l A . t s r i f i r e n g s e d e h t g n i t l u s n o c t u o h t i w e d a m e b l l a h s s e g n a h c o N . s n a p l e s e h t m o r f t l i u b e r u t c u r t s y n a r o f y t i l i b a i l 06.10.26 BLOCK OUT 06.22.26 PRELIMINARY CHECK SET 07.01.26 PRELIMINARY SET 07.02.26 ENGINEERING SET 07.23.26 FINAL CHECK SET 08.14.26 FINAL SET 09.17.26 PERMIT SET DRAWN BY: HAL CHECKED BY: FF 09/17/26 BLDG 2 FLOOR PLANS A101 CD 3 A301 CD 4 A301 COMPOSITE SHINGLE ROOF @ 12:12 CEMENTITIOUS HORIZONTAL SIDING CD 2 A301 12 12 CD 1 A301 12 12 COMPOSITE SHINGLE ROOF @ 6:12 CEMENTITIOUS HORIZONTAL SIDING PLT LVL 02 18' - 6" 6" " 1 - ' 8 " 4 - ' 1 F.F. LVL 02 10' - 5" PLT LVL 01 9' - 1" 8" FASCIA BOARD W/ DRIP EDGE OVER 4" FRIEZE BOARD - SEE DETAIL GUTTER 2x4 CORNER TRIM- SEE DETAIL 6" 2x CEMENTITIOUS TRIM AT WINDOWS AND DOORS - SEE DETAIL DOWNSPOUT Z-FLASHING 2x12 TRIM BOARD 6" GUTTER 8" FASCIA BOARD W/ DRIP EDGE OVER 4" FRIEZE BOARD - SEE DETAIL 2x CEMENTITIOUS TRIM AT WINDOWS AND DOORS - SEE DETAIL DOWNSPOUT Z-FLASHING 2x12 TRIM BOARD 6x6 COLUMN 2x4 CORNER TRIM- SEE DETAIL OPEN CARPORT LAG = 558.5' 4 BUILDING 2 RIGHT ELEVATION 1/4" = 1'-0" (22x34) 1/8" = 1'-0" (11x17) CD 4 A301 CD 3 A301 12 6 8" FASCIA BOARD W/ DRIP EDGE OVER 4" FRIEZE BOARD - SEE DETAIL 2x4 CORNER TRIM- SEE DETAIL 6" 12 6 COMPOSITE SHINGLE ROOF @ 12:12 GUTTER CEMENTITIOUS HORIZONTAL SIDING 12 6 12 6 6" 6" 6" 2x CEMENTITIOUS TRIM AT WINDOWS AND DOORS - SEE DETAIL Z-FLASHING 2x12 TRIM BOARD HAG= 559.8' 6x6 COLUMN OPEN CARPORT " 0 - ' 7 PLT LVL 02 18' - 6" F.F. LVL 02 10' - 5" PLT LVL 01 9' - 1" " 1 - ' 8 " 4 - ' 1 " 1 - ' 9 F.F. LVL 01 0" HAG= 559.8' " 1 - ' 9 " 1 - ' 8 " 4 - ' 1 " 1 - ' 9 F.F. LVL 01 0" PLT LVL 02 18' - 6" F.F. LVL 02 10' - 5" PLT LVL 01 9' - 1" NO DROP OVER 30" F.F. LVL 01 0" 3 BUILDING 2 REAR ELEVATION 1/4" = 1'-0" (22x34) 1/8" = 1'-0" (11x17) 8" FASCIA BOARD W/ DRIP EDGE OVER 4" FRIEZE BOARD - SEE DETAIL CD 1 A301 12 12 GUTTER COMPOSITE SHINGLE ROOF @ 6:12 12 CD 2 A301 12 2x4 CORNER TRIM- SEE DETAIL 2x CEMENTITIOUS TRIM AT WINDOWS AND DOORS - SEE DETAIL DOWNSPOUT Z-FLASHING 2x12 TRIM BOARD 6x6 COLUMN CEMENTITIOUS HORIZONTAL SIDING 2' - 0" OPEN CARPORT PLT LVL 02 18' - 6" 6" " 1 - ' 8 " 4 - ' 1 " 1 - ' 9 T H . G D L B " 4 / 3 7 - ' 4 2 F.F. LVL 02 10' - 5" PLT LVL 01 9' - 1" NO DROP OVER 30" F.F. LVL 01 0" AAG = 559.15' LAG = 558.5' I I I T C R T S D C R O T S H R O F I X A M " 0 - 7 2 ' 2 BUILDING 2 LEFT ELEVATION 1/4" = 1'-0" (22x34) 1/8" = 1'-0" (11x17) 1 BUILDING 2 FRONT ELEVATION 1/4" = 1'-0" (22x34) 1/8" = 1'-0" (11x17) Felicia Foster, Principal, Assoc. AIA, CPBD 512.637.4426 barroncustomdesign.com info@barroncustomdesign.com These Plans have been Prepared by Felicia B. Foster, CPBD # 44-719 Stamp and Signature Provided in Blue on originals for Regulatory Submittals. STAMPED PLANS CANNOT BE MODIFIED WITHOUT APPROVAL . d e t i i b h o r p y l t c i r t s s i j t c e o r p r e h t o n a r o f n o i t a c i l p u d y n a , y n o l e s u l e g n s i a r o f e r a s n a p l e s e h T i . n g s e D I N G S E D M O T S U C N O R R A B 5 2 0 2 © T H G R Y P O C I f o t n e s n o c n e t t i r w t u o h t i l w e o h w r o t r a p n i d e t a c i l p u d e b o t t o n e r a d n a s k r o w d e t h g i r y p o c e r a s g n w a r d i e s e h T m o t s u C n o r r a B f o y t r e p o r p i n a m e r d n a j t c e o r p c i f i c e p s a r o f d e p o e v e d l e r a s n a p l e s e h T i . n g s e D m o t s u C n o r r a B . R J K L M . E S E C N E D S E R I . I R J G N K R E H T U L N I T R A M E 0 1 4 2 2 & 1 G D L B , D V L B 2 0 7 8 7 S A X E T , N I T S U A O C & N K S U M I I D R S G N R P S D O O W E C P S I 0 0 1 - 4 # 9 5 7 8 7 S A X E T , N I T S U A 7 3 0 0 . 1 7 3 . 2 1 5 1 0 6 4 REVISED o n s e m u s s a i n g s e D m o t s u C n o r r a B . n o i t c u r t s n o c o t r o i r p r e d l i u b y b d e i f i r e v e b o t s t u o - l l a c d n a i s n o s n e m d i l l A . t s r i f i r e n g s e d e h t g n i t l u s n o c t u o h t i w e d a m e b l l a h s s e g n a h c o N . s n a p l e s e h t m o r f t l i u b e r u t c u r t s y n a r o f y t i l i b a i l 06.10.26 BLOCK OUT 06.22.26 PRELIMINARY CHECK SET 07.01.26 PRELIMINARY SET 07.02.26 ENGINEERING SET 07.23.26 FINAL CHECK SET 08.14.26 FINAL SET 09.17.26 PERMIT SET DRAWN BY: HAL CHECKED BY: FF 09/17/26 BLDG 2 ELEVATIONS A201 CD 2 A301 CD 1 A301 HALL HALL WOOD 9'-0" CLG BA 1BA 1 TILE 9'-0" CLG BR 1BR 1 WOOD SLOPED CLG LIVING LIVING STD. CONC 9'-0" CLG PLT LVL 02 18' - 6" F.F. LVL 02 10' - 5" PLT LVL 01 9' - 1" " 1 - ' 8 " 4 - ' 1 " 1 - ' 9 F.F. LVL 01 0" 4 BLDG 2 Section 4 1/4" = 1'-0" (22x34) 1/8" = 1'-0" (11x17) CD 1 A301 CD 2 A301 BA 2BA 2 TILE SLOPED CLG BR 2BR 2 WOOD SLOPED CLG 2' - 0" CARPORT CARPORT CONC 9'-0" CLG " 1 - ' 8 " 4 - ' 1 " 1 - ' 9 PLT LVL 02 18' - 6" F.F. LVL 02 10' - 5" PLT LVL 01 9' - 1" F.F. LVL 01 0" CD 3 A301 CD 4 A301 BR 2BR 2 WOOD SLOPED CLG MECHMECH HALL HALL WOOD 9'-0" CLG PLT LVL 02 18' - 6" " 1 - ' 8 " 4 - ' 1 F.F. LVL 02 10' - 5" PLT LVL 01 9' - 1" CARPORT CARPORT CONC 9'-0" CLG LAUNLAUN STD. CONC 9'-0" CLG PWDR PWDR STD. CONC SLOPED CLG " 3 - ' 7 10" " 4 / 1 7 STORSTOR STD. CONC SLOPED CLG RAILING @ 42" HEIGHT 17 RISERS @ 7.25" W/ 10" TREADS " 1 - ' 9 2X4 STUD WALL 3-2x12 STRINGERS F.F. LVL 01 0" 2 BLDG 2 Section 2 1/4" = 1'-0" (22x34) 1/8" = 1'-0" (11x17) CD 4 A301 PER IRC R302.7 ENCLOSED SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY SOFFITS PROTECTED WITH 1/2" GYPSUM BOARD CD 3 A301 O C & N K S U M I I D R S G N R P S D O O W E C P S I 0 0 1 - 4 # 9 5 7 8 7 S A X E T , N I T S U A 7 3 0 0 . 1 7 3 . 2 1 5 1 0 6 4 REVISED Felicia Foster, Principal, Assoc. AIA, CPBD 512.637.4426 barroncustomdesign.com info@barroncustomdesign.com These Plans have been Prepared by Felicia B. Foster, CPBD # 44-719 Stamp and Signature Provided in Blue on originals for Regulatory Submittals. STAMPED PLANS CANNOT BE MODIFIED WITHOUT APPROVAL . R J K L M . E S E C N E D S E R I . I R J G N K R E H T U L N I T R A M E 0 1 4 2 2 & 1 G D L B , D V L B 2 0 7 8 7 S A X E T , N I T S U A I N G S E D M O T S U C N O R R A B 5 2 0 2 © T H G R Y P O C I f o t n e s n o c n e t t i r w t u o h t i l w e o h w r o t r a p n i d e t a c i l p u d e b o t t o n e r a d n a s k r o w d e t h g i r y p o c e r a s g n w a r d i e s e h T m o t s u C n o r r a B f o y t r e p o r p i n a m e r d n a j t c e o r p c i f i c e p s a r o f d e p o e v e d l e r a s n a p l e s e h T i . n g s e D m o t s u C n o r r a B . d e t i i b h o r p y l t c i r t s s i j t c e o r p r e h t o n a r o f n o i t a c i l p u d y n a , y n o l e s u l e g n s i a r o f e r a s n a p l e s e h T i . n g s e D o n s e m u s s a i n g s e D m o t s u C n o r r a B . n o i t c u r t s n o c o t r o i r p r e d l i u b y b d e i f i r e v e b o t s t u o - l l a c d n a i s n o s n e m d i l l A . t s r i f i r e n g s e d e h t g n i t l u s n o c t u o h t i w e d a m e b l l a h s s e g n a h c o N . s n a p l e s e h t m o r f t l i u b e r u t c u r t s y n a r o f y t i l i b a i l PLT LVL 02 18' - 6" F.F. LVL 02 10' - 5" PLT LVL 01 9' - 1" " 1 - ' 8 " 4 - ' 1 " 1 - ' 9 F.F. LVL 01 0" 06.10.26 BLOCK OUT 06.22.26 PRELIMINARY CHECK SET 07.01.26 PRELIMINARY SET 07.02.26 ENGINEERING SET 07.23.26 FINAL CHECK SET 08.14.26 FINAL SET 09.17.26 PERMIT SET DRAWN BY: HAL CHECKED BY: FF 09/17/26 BLDG 2 SECTIONS A301 BR 1BR 1 WOOD SLOPED CLG BA 2BA 2 TILE SLOPED CLG LIVING LIVING STD. CONC 9'-0" CLG 3 BLDG 2 Section 3 1/4" = 1'-0" (22x34) 1/8" = 1'-0" (11x17) 1 BLDG 2 Section 1 1/4" = 1'-0" (22x34) 1/8" = 1'-0" (11x17) CD 1 A301 CD 2 A301 " 6 V A L L E Y " 6 E L G N H S I I I N O T S O P M O C F O O R 2 1 : 6 RIDGE 6" 6" E G D R I COMPOSITION SHINGLE ROOF 12:12 1 0 2 A 4 / E L G N H S I I I N O T S O P M O C F O O R 2 1 : 6 Y E L L A V " 6 6" 1 0 2 A 2 / CD 3 A301 COMPOSITION SHINGLE ROOF 6" 12:12 " 6 I I N O T S O P M O C F O O R E L G N H S I 2 1 : 6 RIDGE I I N O T S O P M O C F O O R E L G N H S I 2 1 : 6 V A L L E Y Y E L L A V " 6 " 6 1/A201 1 ROOF PLAN 1/4" = 1'-0" (22x34) 1/8" = 1'-0" (11x17) ADDRESS: 2406 E MLK BLVD BLDG 1 ROOF AREA ROOF 1 ROOF 2 AREA 58,032 sqin 96,192 sqin 1/150 193 sqin 320 sqin VENTS APPLIED 19 LF RIDGE VENT 24 LF RIDGE VENT 2406 E MLK BLVD BLDG 2 ROOF 1 143,712 sqin 479 sqin 38 LF RIDGE VENT ATTIC VENTILATION 1. RIDGE VENT AT ALL MAIN RIDGES 2. AIR HAWKS TO BE UITLIZED AT ALL OTHER ROOF AREAS TO BE VENTED NET FREE AREA: 61 SQ. IN. DESCRIPTION: WEATHERWOOD PART #: 887550190 SIZE: 17 1/4" x 18 1/4" x 4" ALL VENTILATION PER 2021 IRC Felicia Foster, Principal, Assoc. AIA, CPBD 512.637.4426 barroncustomdesign.com info@barroncustomdesign.com These Plans have been Prepared by Felicia B. Foster, CPBD # 44-719 Stamp and Signature Provided in Blue on originals for Regulatory Submittals. STAMPED PLANS CANNOT BE MODIFIED WITHOUT APPROVAL o n s e m u s s a i n g s e D m o t s u C n o r r a B . n o i t c u r t s n o c o t r o i r p r e d l i u b y b d e i f i r e v e b o t s t u o - l l a c d n a i s n o s n e m d i l l A . t s r i f i r e n g s e d e h t g n i t l u s n o c t u o h t i w e d a m e b l l a h s s e g n a h c o N . s n a p l e s e h t m o r f t l i u b e r u t c u r t s y n a r o f y t i l i b a i l . d e t i i b h o r p y l t c i r t s s i j t c e o r p r e h t o n a r o f n o i t a c i l p u d y n a , y n o l e s u l e g n s i a r o f e r a s n a p l e s e h T i . n g s e D I N G S E D M O T S U C N O R R A B 5 2 0 2 © T H G R Y P O C I f o t n e s n o c n e t t i r w t u o h t i l w e o h w r o t r a p n i d e t a c i l p u d e b o t t o n e r a d n a s k r o w d e t h g i r y p o c e r a s g n w a r d i e s e h T m o t s u C n o r r a B f o y t r e p o r p i n a m e r d n a j t c e o r p c i f i c e p s a r o f d e p o e v e d l e r a s n a p l e s e h T i . n g s e D m o t s u C n o r r a B . R J K L M . E S E C N E D S E R I . I R J G N K R E H T U L N I T R A M E 0 1 4 2 2 & 1 G D L B , D V L B 2 0 7 8 7 S A X E T , N I T S U A O C & N K S U M I I D R S G N R P S D O O W E C P S I 0 0 1 - 4 # 9 5 7 8 7 S A X E T , N I T S U A 7 3 0 0 . 1 7 3 . 2 1 5 1 0 6 4 REVISED 06.10.26 BLOCK OUT 06.22.26 PRELIMINARY CHECK SET 07.01.26 PRELIMINARY SET 07.02.26 ENGINEERING SET 07.23.26 FINAL CHECK SET 08.14.26 FINAL SET 09.17.26 PERMIT SET DRAWN BY: HAL CHECKED BY: FF 09/17/26 BLDG 2 ROOF PLAN A601 VISITABILITY NOTES: VISITABLE BATHROOM ROUTE: -A BATHROOM GROUP OR HALF BATH DESIGNATED FOR VISITABILITY MUST BE ACCESSIBLE BY ROUTE WITH A MINIMUM CLEAR OPENING OF 32" BEGINNING AT THE VISITABLE ENTRANCE DESIGNATED AND CONTINUING THROUGH THE LIVING ROOM, DINING ROOM, AND KITCHEN, AND BE LEVEL WITH RAMPED OR BEVELED CHANGES AT DOOR THRESHOLDS. VISITABLE DWELLING ENTRANCE: - A DWELLING MUST BE ACCESSIBLE BY AT LEAST ONE NO-STEP ENTRANCE WITH A BEVELED THRESHOLD OF 1/2" OR LESS AND A DOOR WITH A CLEAR WIDTH OF AT LEAST 32". THE ENTRANCE MAYBE LOCATED AT THE FRONT, REAR OR SIDE OR IN THE GARAGE OR CARPORT, OF THE DWELLING. VISITABLE BATHROOMS: - A MINIMUM CLEAR OPENING OF 30" IS REQUIRED; - LATERAL 2"x6" OR LARGER NOMINAL WOOD BLOCKING MUST BE INSTALLED FLUSH WITH STUD EDGES OF BATHROOM WALLS; AND - THE CENTERLINE OF THE BLOCKING MUST BE 34" FROM AND PARALLEL TO THE INTERIOR FLOOR LEVEL, EXCEPT FOR THE PORTION OF WALL DIRECTLY BEHIND THE LAVATORY. VISITABLE SWITCHES, RECEPTACLES AND ENVIRONMENTAL CONTROLS: - LIGHT SWITCHES AND ENVIRONMENTAL CONTROLS MUST BE NO HIGHER THAN 48" ABOVE THE INTERIOR FLOOR LEVEL; AND -OUTLETS AND RECEPTACLES MUST BE A MINIMUM OF 15" ABOVE THE INTERIOR FLOOR LEVEL, EXCEPT FOR FLOOR OUTLETS AND RECEPTACLES. Felicia Foster, Principal, Assoc. AIA, CPBD 512.637.4426 barroncustomdesign.com info@barroncustomdesign.com These Plans have been Prepared by Felicia B. Foster, CPBD # 44-719 Stamp and Signature Provided in Blue on originals for Regulatory Submittals. STAMPED PLANS CANNOT BE MODIFIED WITHOUT APPROVAL o n s e m u s s a i n g s e D m o t s u C n o r r a B . n o i t c u r t s n o c o t r o i r p r e d l i u b y b d e i f i r e v e b o t s t u o - l l a c d n a i s n o s n e m d i l l A . t s r i f i r e n g s e d e h t g n i t l u s n o c t u o h t i w e d a m e b l l a h s s e g n a h c o N . s n a p l e s e h t m o r f t l i u b e r u t c u r t s y n a r o f y t i l i b a i l 2'-8" x 8'-0" DOOR VISITABLE ROUTE VISITABLE BATHROOM W D E L B A T I S V I E T U O R 30" RANGE VISITABLE ROUTE 36" COUNTER DEPTH REF E L B A T I S V I E T U O R NO STEP ENTRANCE VISITABLE ENTRANCE FROM CARPORT, 3'-0"x8'-0" VISITABLE DOOR W/ FLUSH THRESHOLD - SEE DETAIL 30" x 30" CLEAR SPACE W/D 2X6 BLOCKING INSTALLED FLUSH WITH STUD EDGES, CENTERLINE OF BLOCKING MUST BE 34" PARALLEL TO INTERIOR FLOOR EXCEPT FOR THE AREA DIRECTLY BEHIND THE LAVATORY 32" MIN ACCESSIBLE ROUTE AS REQUIRED BY SEC. R-320 (D) VISITABLE BATHROOM: MIN 30" CLEAR DOOR OPENING AS REQUIRED BY SEC. R-320 (B) (REVISE DOOR TO BE 2'-8" TO MEET VISITABILITY CRITERIA.) DOOR SWINGS SHALL NOT IMPEDE 30"x30" CLR FLOOR SPACE WITHIN AS REQUIRED BY BCM 4.4.7.6. DOORS. 2 x 6 BLOCKING CENTERLINE @ 34" A.F.F. (EXCEPT BEHIND LAVATORY) 30"x30" CLR FLOOR SPACE 1 VISITABLE PLAN 1/4" = 1'-0" (22x34) 1/8" = 1'-0" (11x17) ACCEPTABLE THRESHOLD ACCEPTABLE THRESHOLD NOT TO SCALE . R J K L M . E S E C N E D S E R I . I R J G N K R E H T U L N I T R A M E 0 1 4 2 2 & 1 G D L B , D V L B 2 0 7 8 7 S A X E T , N I T S U A O C & N K S U M I I D R S G N R P S D O O W E C P S I 0 0 1 - 4 # 9 5 7 8 7 S A X E T , N I T S U A 7 3 0 0 . 1 7 3 . 2 1 5 1 0 6 4 REVISED I N G S E D M O T S U C N O R R A B 5 2 0 2 © T H G R Y P O C I f o t n e s n o c n e t t i r w t u o h t i l w e o h w r o t r a p n i d e t a c i l p u d e b o t t o n e r a d n a s k r o w d e t h g i r y p o c e r a s g n w a r d i e s e h T m o t s u C n o r r a B f o y t r e p o r p i n a m e r d n a j t c e o r p c i f i c e p s a r o f d e p o e v e d l e r a s n a p l e s e h T i . n g s e D m o t s u C n o r r a B . d e t i i b h o r p y l t c i r t s s i j t c e o r p r e h t o n a r o f n o i t a c i l p u d y n a , y n o l e s u l e g n s i a r o f e r a s n a p l e s e h T i . n g s e D 06.10.26 BLOCK OUT 06.22.26 PRELIMINARY CHECK SET 07.01.26 PRELIMINARY SET 07.02.26 ENGINEERING SET 07.23.26 FINAL CHECK SET 08.14.26 FINAL SET 09.17.26 PERMIT SET DRAWN BY: HAL CHECKED BY: FF 09/17/26 BLDG 2 VISITABLE PLAN A701 23' - 0" " 0 - ' 8 3 " 6 - ' 0 1 " 0 - ' 6 " 6 - ' 1 1 " 0 - ' 0 1 3.5" DROP 2' - 1" 1' - 11" " 2 - ' 8 1 " 2 - ' 4 " 4 - ' 7 4/A401 5' - 8" 5' - 0" 7' - 4" W D 1 0 4 A / 2 CONDUIT TO ISLAND FOR 1/A401 ELECTRICAL 30" RANGE 3/A401 36" COUNTER DEPTH REF 7/A401 6/A401 W/D " 0 1 - 0 4 4 A / 5 ' " 0 1 - ' 5 NO STEP ENTRY 14' - 0" 2' - 0" 2' - 0" 2% SLOPE " 0 - ' 8 3 " 0 - ' 3 1 " 4 - ' 8 " 8 - ' 6 " 0 - ' 8 2 " 0 - ' 0 1 5' - 0" 18' - 0" 23' - 0" 1 SLAB PLAN 1/4" = 1'-0" (22x34) 1/8" = 1'-0" (11x17) Felicia Foster, Principal, Assoc. AIA, CPBD 512.637.4426 barroncustomdesign.com info@barroncustomdesign.com These Plans have been Prepared by Felicia B. Foster, CPBD # 44-719 Stamp and Signature Provided in Blue on originals for Regulatory Submittals. STAMPED PLANS CANNOT BE MODIFIED WITHOUT APPROVAL o n s e m u s s a i n g s e D m o t s u C n o r r a B . n o i t c u r t s n o c o t r o i r p r e d l i u b y b d e i f i r e v e b o t s t u o - l l a c d n a i s n o s n e m d i l l A . t s r i f i r e n g s e d e h t g n i t l u s n o c t u o h t i w e d a m e b l l a h s s e g n a h c o N . s n a p l e s e h t m o r f t l i u b e r u t c u r t s y n a r o f y t i l i b a i l . d e t i i b h o r p y l t c i r t s s i j t c e o r p r e h t o n a r o f n o i t a c i l p u d y n a , y n o l e s u l e g n s i a r o f e r a s n a p l e s e h T i . n g s e D I N G S E D M O T S U C N O R R A B 5 2 0 2 © T H G R Y P O C I f o t n e s n o c n e t t i r w t u o h t i l w e o h w r o t r a p n i d e t a c i l p u d e b o t t o n e r a d n a s k r o w d e t h g i r y p o c e r a s g n w a r d i e s e h T m o t s u C n o r r a B f o y t r e p o r p i n a m e r d n a j t c e o r p c i f i c e p s a r o f d e p o e v e d l e r a s n a p l e s e h T i . n g s e D m o t s u C n o r r a B . R J K L M . E S E C N E D S E R I . I R J G N K R E H T U L N I T R A M E 0 1 4 2 2 & 1 G D L B , D V L B 2 0 7 8 7 S A X E T , N I T S U A O C & N K S U M I I D R S G N R P S D O O W E C P S I 0 0 1 - 4 # 9 5 7 8 7 S A X E T , N I T S U A 7 3 0 0 . 1 7 3 . 2 1 5 1 0 6 4 REVISED 06.10.26 BLOCK OUT 06.22.26 PRELIMINARY CHECK SET 07.01.26 PRELIMINARY SET 07.02.26 ENGINEERING SET 07.23.26 FINAL CHECK SET 08.14.26 FINAL SET 09.17.26 PERMIT SET DRAWN BY: HAL CHECKED BY: FF 09/17/26 BLDG 2 SLAB S101 5 1/2" RE: ROOF PLAN ROOF DECKING, RE: STRUCTURAL INSULATION, MIN. R-38 CEILING, 1/2" GYP. BOARD RE: REFLECTED CEILING PLANS 2X FIREBLOCKING 2x DOUBLE TOP PLATE 4" CEMENTITIOUS TRIM 5/8" TYPE 'X' RATED GYPSUM BOARD, APPLIED HORIZ. OR VERT. W/VERT. JOINTS CENTERED OVER STUDS ROOF FRAMING, RE: STRUCT. ROOF RE: PLANS ROOFING UNDERLAYMENT GALVANIZED METAL FLASHING (MATCH ROOF)WITH DRIP EDGE 6" METAL HALF ROUND GUTTER W/ SCREEN (WHERE INDICATED ON ROOF PLAN) 8" CEMENTITIOUS FASCIA BOARD PREFINISHED METAL FASCIA WRAP (MATCH GUTTERS) WITH DRIP EDGE SMOOTH, PTD. FIBER CEMENT SOFFIT BOARD 5/8" THK. DENSGLASS FIREGUARD TYPE 'X' (OR SIMILAR) SHEATHING, RE: STRUCTURAL WEATHER RESISTIVE BARRIER INSULATION (MIN. R-22) WEATHER RESISTIVE BARRIER SHEATING, RE: STRUCTURAL 5/8" THK. DENSGLASS FIREGUARD TYPE 'X' (OR SIMILAR) 3/4" PLYWOOD FLOOR DECK Z FLASHING - EXTEND 6" UNDER SIDING PTD. 2x12 CEMENTITIOUS TRIM WEB TRUSSES, RE: STRUCTURAL 5/8" TYPE 'X' GYPSUM BOARD 2X BLOCKING Z FLASHING CONT. DOUBLE TOP PLATE CEILING, 1/2" GYPSUM BOARD 5/8" TYPE 'X' GYPSUM BOARD EXT. INT. FIBER CEMENT LAP SIDING 5/8" THK. DENSGLASS FIREGUARD TYPE 'X' (OR SIMILAR) VAPOR BARRIER: SHEATHING, RE: STRUCTURAL WOOD FRAMING, RE: STRUCTURAL MIN. R-13 INSULATION 5/8" TYPE 'X' GYPSUM BOARD EXT. ANCHOR BOLT- RE: STRUCTURAL FFE - RE: PLANS SLOPED FLOOR AT GARAGE PRESSURE TREATED SOLE PLATE CONCRETE FOUNDATION RE: STRUCTURAL FINISH GRADE WATERPROOF MEMBRANE 1 1-HR RATED WALL SECTION 1" = 1'-0" (22x34) 1/2"=1'-0" (11x17) EXTERIOR SHEATHING SIDING 2x4 FIBER CEMENT TRIM INSULATION INTERIOR SHEATHING NOTES: INTERIOR DRYWALL FASTENERS PER U309: 1-7/8" LONG, 0.0915 IN. SHANK DIAM. AND 1/4 IN. DIAM HEADS SPACED 7 IN. O.C. EXTERIOR WALLS & SOFFIT LESS THAN 5'-0" TO THE PROPERTY LINE WILL MEET FIRE RATING REQUIREMENTS OF IRC 2015 TABLE R302.1(1) INTERIOR & EXTERIOR FIRE-RATED GYPSUM (OR SIMILAR) SHALL BE TIGHT FIT, AND SEALED PER U309 POST/PORCH/OVERHANG FIRE RATING TO BE COMPLIANT & INSPECTED IN FIELD PER 2015 IRC TABLE R302.1(1), ROOF EAVE MAY HAVE 0 HR RATED WHEN FIREBLOCKED FROM WALL TOP PLATE TO UNDERSIDE OF ROOF DECK EXTERIOR GLASS-MAT (OR SIMILAR) FASTENERS PER U309: 1-7/8" LONG, 0.0915 IN. SHANK DIAM. AND 1/4 IN. DIAM HEADS SPACED 7 IN. O.C. NAILING PATTERN FREQUENCY TO BE INCREASED IF REQUIRED BY WINDBRACE PLAN. FOR GABLE ROOF FIREWALL DETAIL, 5/8 IN. TYPE 'X' GYP. BD. TO EXTEND TO ROOF DECKING ON INSIDE OF WALL IN ATTIC PENETRATIONS NOT ALLOWED WHEN SEPARATION DISTANCE IS <36". PENETRATIONS TO CONFORM TO IRC 2015 TABLE R302.1(1) VERTICAL STEEL PLATE ATTACHED TO WOOD BLOCKING, PER STRUCTURAL. MOUNT TO 12" TRIM BOARD STEEL TIE ROD, PER STRUCTURAL STEEL ANGLE WELDED TO LINTEL, PER STRUCTURAL STEEL PLATE, SLOPE FOR DRAINAGE 4" 8 1/2" 3' - 6" FLAT PLATE STEEL AWNING, PER STRUCTURAL AWNING DETAIL 1" = 1'-0" (22x34) 1/2"=1'-0" (11x17) 3 STEEL LINTEL, PER STRUCTURAL DOOR FIBER CEMENT TRIM SIMPSON STRONG TIE - VERIFY W/STRUCTURAL BEAM 1x4 FIBER CEMENT TRIM 1" RE: PLAN COLUMN " 4 1" COLUMN, PER PLAN 1x FIBER CEMENT WRAP 1x4 FIBER CEMENT TRIM INSET COLUMNS 2" POST BASE 1" 1" RE: PLAN 1" " 1 " 1 N A L P : E R " 1 4 COLUMN DETAIL 1" = 1'-0" (22x34) 1/2"=1'-0" (11x17) RAILING @36" HEIGHT 10" TREAD PER IRC R302.7 ENCLOSED SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY SOFFITS PROTECTED WITH 1/2" GYPSUM BOARD 2X4 STUD WALL *COORDINATE TREAD HEIGHT WITH ACTUAL PROJECT 3-2x12 STRINGERS 2x6 NAILER FINISH FLOOR - VERIFY W/PLAN VERIFY W/ PLAN 10" 9" " 0 - ' 2 FLOOR TRUSS, PER STRUCTURAL 6" 2x2 FIBER CEMENT TRIM, TYP. 2x2 FIBER CEMENT TRIM WINDOW, RE: PLAN FOR SIZES 2x6 FIBER CEMENT TRIM 1" 2x2 FIBER CEMENT TRIM 6 WINDOW TRIM DETAIL 1" = 1'-0" (22x34) 1/2"=1'-0" (11x17) 2x2 FIBER CEMENT TRIM DOOR, RE: PLAN FOR SIZES 2x2 FIBER CEMENT TRIM 2 CORNER TRIM 1" = 1'-0" (22x34) 1/2"=1'-0" (11x17) 5 STAIRS DETAIL 1" = 1'-0" (22x34) 1/2"=1'-0" (11x17) 7 DOOR TRIM DETAIL 1" = 1'-0" (22x34) 1/2"=1'-0" (11x17) EXTERIOR DETAILS Felicia Foster, Principal, Assoc. AIA, CPBD 512.637.4426 barroncustomdesign.com info@barroncustomdesign.com These Plans have been Prepared by Felicia B. Foster, CPBD # 44-719 Stamp and Signature Provided in Blue on originals for Regulatory Submittals. STAMPED PLANS CANNOT BE MODIFIED WITHOUT APPROVAL o n s e m u s s a i n g s e D m o t s u C n o r r a B . n o i t c u r t s n o c o t r o i r p r e d l i u b y b d e i f i r e v e b o t s t u o - l l a c d n a i s n o s n e m d i l l A . t s r i f i r e n g s e d e h t g n i t l u s n o c t u o h t i w e d a m e b l l a h s s e g n a h c o N . s n a p l e s e h t m o r f t l i u b e r u t c u r t s y n a r o f y t i l i b a i l . d e t i i b h o r p y l t c i r t s s i j t c e o r p r e h t o n a r o f n o i t a c i l p u d y n a , y n o l e s u l e g n s i a r o f e r a s n a p l e s e h T i . n g s e D I N G S E D M O T S U C N O R R A B 5 2 0 2 © T H G R Y P O C I f o t n e s n o c n e t t i r w t u o h t i l w e o h w r o t r a p n i d e t a c i l p u d e b o t t o n e r a d n a s k r o w d e t h g i r y p o c e r a s g n w a r d i e s e h T m o t s u C n o r r a B f o y t r e p o r p i n a m e r d n a j t c e o r p c i f i c e p s a r o f d e p o e v e d l e r a s n a p l e s e h T i . n g s e D m o t s u C n o r r a B . R J K L M . E S E C N E D S E R I . I R J G N K R E H T U L N I T R A M E 0 1 4 2 2 & 1 G D L B , D V L B 2 0 7 8 7 S A X E T , N I T S U A O C & N K S U M I I D R S G N R P S D O O W E C P S I 0 0 1 - 4 # 9 5 7 8 7 S A X E T , N I T S U A 7 3 0 0 . 1 7 3 . 2 1 5 1 0 6 4 REVISED 06.10.26 BLOCK OUT 06.22.26 PRELIMINARY CHECK SET 07.01.26 PRELIMINARY SET 07.02.26 ENGINEERING SET 07.23.26 FINAL CHECK SET 08.14.26 FINAL SET 09.17.26 PERMIT SET DRAWN BY: HAL CHECKED BY: FF 09/17/26 DETAILS A500