08.1 - 2410 E Martin Luther King Jr Blvd - Photos & Drawings — original pdf

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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 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% OVERHEAD ELECTRIC LINES N80° 53'17" E 50.00' 5' P.U.E. (PER PLAT) " 4 / 1 9 - ' 5 HAG= 559.8' 560 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. NOT FOR CONSTRUCTION STAMPED PLANS CANNOT BE MODIFIED WITHOUT APPROVAL BUILDING 2 HAG = 559.8' LAG = 558.5' AAG = 559.15' FIRST FLOOR FFE = 560.5' " 6 - ' 8 3 9" HACKBERRY . 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 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" " 7 - ' 1 3 " 2 / 1 2 - ' 6 2 " 7 - ' 1 3 " 2 / 1 2 - ' 6 2 R 15' - 0" R 15' - 0" 1' - 0" 21' - 0" 559 BUILDING 1 FRONT ELEVATION ELECTRICAL CLEARANCE 2 10' - 0" 11' - 1 1/2" R 5' - 0" " 6 - ' 0 1 " 0 - ' 3 " 0 - ' 3 " 4 / 1 5 - ' 8 " 0 - ' 3 " 0 - ' 3 " 0 - ' 5 " 0 - ' 3 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 ' 9 9 . 9 1 1 W ' " 8 0 7 1 ° 9 0 N 3' - 0" 3' - 0" 9' - 0" LOT 2 5996 SF " 4 / 1 1 - ' 7 BUILDING 1 HAG = 558.5' LAG = 558' AAG = 558.25' FIRST FLOOR FFE = 560.5' 558 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 LAG = 558'' DN 25' FRONT YARD SETBACK (PER PLAT) OPEN PORCH ENCROACHMENT PER 25-2-1602 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" 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 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 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 DRAWN BY: HAL CHECKED BY: FF 08/14/26 SITE PLAN AS100 " 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. NOT FOR CONSTRUCTION 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 DRAWN BY: HAL CHECKED BY: FF 08/14/26 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 GUTTER PLT LVL 02 18' - 6" 6" 6" DOWNSPOUT " 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. NOT FOR CONSTRUCTION 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 DRAWN BY: HAL CHECKED BY: FF 08/14/26 BLDG1 1 ELEVATIONS A200 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. NOT FOR CONSTRUCTION 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 DRAWN BY: HAL CHECKED BY: FF 08/14/26 BLDG 1 ROOF PLAN A600 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. NOT FOR CONSTRUCTION STAMPED PLANS CANNOT BE MODIFIED WITHOUT APPROVAL DS " 2 - ' 2 3050 SH 7' - 0" HDR. CD 4 A301 " 4 - ' 2 1 " 4 - ' 8 " 0 - ' 1 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 3050 SH 7' - 0" HDR. S S E R G E S 1 R 1 2-2468 9'-0" CLG 6:12 SLOPE TO 9' CLG 2R2S 5 SH 2R2S 5 SH 1R1S S 1 R 1 " 2 - ' 4 2468 S 2 R 2 2868 42" HIGH RAILING DS 5' - 0" 5' - 2" 5' - 6" 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" 42" HIGH TILE HALF WALL W/ GLASS ABOVE " 0 1 - ' 4 3" DEEP x 16" HIGH x 16" WIDE TILE NICHE CD 4 A301 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 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 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 " 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 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 " 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 DRAWN BY: HAL CHECKED BY: FF 08/14/26 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. NOT FOR CONSTRUCTION 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 DRAWN BY: HAL CHECKED BY: FF 08/14/26 BLDG 2 ELEVATIONS A201 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. NOT FOR CONSTRUCTION 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 DRAWN BY: HAL CHECKED BY: FF 08/14/26 BLDG 2 ROOF PLAN A601