B.1.1 - 4402 Speedway - revised elevations — original pdf

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622'6" n 30°00'00"e 42.13' 10'-0" a l l e y R A E R " 0 - ' 0 1 K C A B T E S M O R F S I D " 2 / 1 0 1 - ' 3 1 E L O P R E W O P ] E [ 32'-0" " 0 - ' 6 6'-7" 622'3" 1/2" MAX " 6 - ' 3 NE NE NE " 0 - ' 4 " 0 1 - ' 9 NE NE NE 14'-8 1/2" NE NE [E] POWER POLE 621'8" D A E H R E V O ] E [ " 0 - ' 8 I E C V R E S E S A H P 3 4'-0" TALL WD. FENCE " 3 - ' 2 1 NEW OVERHEAD POWER LINE TO NEW ELECTRICAL SERVICE NEW UNDERGROUND ELECTRICAL SERVICE LINE ADDITION SHOWN SHADED " 6 NE NE 5'-0" SETBACK FFE 622'-3" UE UE UE REGRADE FOR 6" STEP DOWN NE NE NE UE UE 621'7" SCREENED PORCH FFE 622'-5 1/2" LOWEST ADJ GRADE ELEVATION 621'5" 621'4" s 5 9 ° ' 5 4 0 2 " e 1 2 9 . 9 3 ' " 2 / 1 9 - ' 0 1 UE " 2 / 1 2 - ' 1 4'-9" 7-1/4" RISER UE N D E U E U E U E U E U E U 3'-6" 1'-3" NEW UNCOVERED WOOD STEPS IN SIDE YARD ARE LESS THAN 30" ABOVE NATURAL GRADE + EXTEND LESS THAN 36" INTO REQUIRED YARD ELECTRICAL SERVICE. CONSULT CODE FOR CLEARANCE FROM WINDOWS, HOSE BIBBS, ETC, IT WILL BE NEAR THE UNDERGROUND POWER LINE ADDITION SHOWN SHADED Z R 2'-0" 1/2 C 1 24" BHD PROTECTED PECAN 6'-0" 1/4 CRZ 620'10" single family 1 story wd frame remodel + addtion on pier + beam [e] 720 sf TOTAL NEW 1,551 SF FFE 622'-6" 5'-3" " 2 HIGHEST NATURAL GRADE ZONE 3 WD. DECK AT GRADE HIGHEST ADJ NATURAL GRADE ELEVATION ' 0 4 ≤ 3 E N O Z N O I S N A M c M ACCESSORY APARTMENT PER 25-2-901, WITH COMMON FOUNDATION AND ROOF HIGHEST NATURAL GRADE ZONE 2 " 7 - ' 7 2 622'2" 622'0" 1 2 9 . 9 3 ' n 5 9 ° 5 4 0 2 " w ' [E] FENCE DASHED LINE OF TOPOGRAPHY CONTOURS AVG ADJ GRADE ELEVATION HIGHEST ADJ GRADE ELEVATION " 2 / 1 0 - ' 8 " 2 / 1 1 - ' 9 1 I T N R P T O O F ] E [ " 0 1 - ' 9 2 621'9" HVAC HVAC 5'-0" SETBACK T S N O C " 0 - ' 0 2 S L I O P S / H S A R T " 0 - ' 0 4 2 E N O Z N O I S N A M c M " 0 - ' 0 4 1 E N O Z N O I S N A M c M HIGHEST NATURAL GRADE ZONE 1 621'7" NEW WOOD RAMP L T A M " 0 - ' 0 2 A E R A G N G A T S I 8'-0" PORTABLE TOILET 4'-0" 23'-10 1/2" [E] FOOTPRINT lot 19 * & s 17.2ft lot 20 blk 5 hyde park addn no 1 2'-2 1/2" 2'-2 1/2" 3'-0" 2'-0" 3'-0" 2 PARKING SPACES 621'1" " 0 - ' 4 3 I S N O B B R Y A W E V R D I DASHED LINE OF TOPOGRAPHY CONTOURS 621'0" NEW DRIVEWAY RIBBONS [E] WATER METER 12'-4" TYPE 1 CONC DRIVEWAY APPROACH 3'-0" MAX 620'6" 5'-0" SETBACK COVERED PORCH " 0 - ' 5 2 K C A B T E S D R A Y T N O R F s30°00'00"w 42.13' 12" DIA. PECAN TEMPORARY CHAIN LINK FENCE ≥ 5' TALL; STRAP ≥ 6' TALL ≥ 2x4 WD PLANKS, AROUND TRUNK + ANY ROOT FLARES. INSTALL 8" LAYER OF PROTECTIVE MULCH WITHIN ENTIRE FENCED PROTECTED CRZ AREA, PER BUILDING CODE REQUIREMENTS. CRZ EXTENDS INTO EXISTING PIER + BEAM FOUNDATION AREA IF HEAVY EQUIPMENT PASSES OVER ANY AREA OF THE FULL CRZ OF ANY PROTECTED TREE, BUILDER MUST PROVIDE A 3/4" PLYWOOD LAYER, OVER 2x4 LUMBER, OVER 12" LAYER OF MULCH—TO BRIDGE OVER THE ROOTS + PREVENT SOIL/ROOT COMPAGTION. AFTER CONSTRUCTION IS COMPLETE, SPREAD MULCH AROUND SITE TO LEAVE A 3" MAX LAYER WITHIN ROOT ZONES. NEW UNCOVERED PORCH PER CODE 25-2-513-C 620'3" LOWEST ADJ GRADE ELEVATION [E] CONC STEPS + PORCH TO REMAIN [E] PUBLIC UTILITY EASEMENT NEW GRAVEL PATH [E] CONC WALKWAY TO REMAIN R= 5'-0" = 5 '- 0 " R s p e e d w a y DASHED LINE OF TOPOGRAPHY CONTOURS CONTRACTOR TO PAY SIDEWALK FEE IN LIEU OF SIDEWALK shop REMOVE COMPLETELY REMOVE [E] FENCE [E] OVERHEAD UTILITY LINE TO BE REPLACED w/NEW OVERHEAD SERVICE TO ADU, UNDERGROUND TO PRIMARY REMOVE [E] RAMP REMOVE ALL [E] WINDOWS UNLESS NOTED OTHERWISE REPLACE [E] COMP SHINGLE ROOF w/NEW STANDING SEAM GALVALUME ROOF THROUGHOUT REMOVE WASHER + DRYER REMOVE SINK, COUNTER, MILLWORK bed room 1 REMOVE MULLION, REPLACE HEADER AS REQ'D REMOVE [E] DOORS — TYP. REMOVE [E] PORCH SUPPORTS; REPLACE PER PLANS REMOVE GUARDRAIL; STRUCTURE TO REMAIN DEMO [E] CONC WALKWAY TO PROPERTY LINE I G N M A R F " 6 - ' 1 G N A H R E V O ] E [ H C T A M ] E [ H C T A M DASHED LINE OF BRACKETS BELOW DS 1 a5 1'-6" FRAMING OVERHANG ] E [ H C T A M ] E [ H C T A M 1'-6" FRAMING OVERHANG DS DS 2 a5 1 a5 ] E [ H C T A M E P O L S ] E [ ] E [ H C T A M E P O L S ] E [ 'BERRIDGE' 'CEE-LOCK' OR APPROVED EQ. SNAP-LOCK GALVALUME MTL ROOFING OVER 2 LAYERS 30-LB. FELTS ON ROOF DECKING PER STRUCTURAL DASHED LINE OF AIR HANDLER IN ATTIC DASHED LINES OF EXT WALLS BELOW RIDGE CAP NEW EXT WALL BELOW NEW 6" HALF-ROUND GUTTER; LOCATE D.S. AWAY FROM WINDOWS + SIGNIFICANT ARCH. FEATURES 1'-6" TYP UNO MATCH [E] DASHED LINE OF ADDTION DASHED LINES OF EXT WALLS BELOW DASHED LINE OF AIR HANDLER IN ATTIC 'BERRIDGE' 'CEE-LOCK' OR APPROVED EQ. SNAP-LOCK GALVALUME MTL ROOFING OVER 2 LAYERS 30-LB. FELTS ON ROOF DECKING PER STRUCTURAL DS DS DS DS I G N M A R F " 6 - ' 1 G N A H R E V O 1'-6" FRAMING OVERHANG 3:12 3:12 DS " 2 / 1 1 - ' 9 1 ± N O I S N E T X E F O O R " 2 / 1 7 - ' 0 4 ± F O O R ] E [ 1'-6" [E] OVERHANG DS REMOVE SINK, COUNTER, MILLWORK + APPLIANCES REMOVE [E] HVAC UNIT " 2 / 1 5 - ' 9 R O O D W E N R O F P E R P bth D W kitchen/dining bedroom 2 living REMOVE [E] FLOORING, KEEP ORIGINAL FLOORS BELOW AS SUBFLOOR wall type legend [E] CONSTRUCTION, WDW, DOOR, APPLIANCE, OR MECHANICAL EQUIPMENT TO BE REMOVED [E] WALL TO BE PARTIALLY OR COMPLETELEY REMOVED 7'-9 1/2" VERIFY PREP FOR NEW DOOR front porch CONC REMOVE [E] ALUM WDW — TYP. " 6 - ' 1 G N A H R E V O ] E [ E P O L S ] E [ E P O L S ] E [ index of drawings sheet description g 1 g 2 a 1 a 2 a 3 a 4.1 a 4.2 a 5 a 6 s 1 s 2 s 3 SITE, DEMOLITION, ROOF PLANS; PERSPECTIVES; PROJECT NOTES SCHEDULES FLOOR PLANS; DOOR + WINDOW SCHEDULES BUILDING ELEVATIONS BUILDING SECTIONS PLAN DETAILS + INTERIOR ELEVATIONS PLAN DETAILS + INTERIOR ELEVATIONS (APARTMENT) CONSTRUCTION DETAILS REFLECTED CEILING, LIGHTING, POWER PLANS FOUNDATION PLANS; DETAILS FRAMING PLANS; DETAILS BRACED WALL LINE PLAN scale 22x34 sheet 1/8"=1'-0" N/A 1/4" = 1'-0" 1/4" = 1'-0" 1/4" = 1'-0" 3/8" = 1'-0" 3/8" = 1'-0" 3" = 1'-0" 1/4" = 1'-0" 11x17 sheet 1/16"=1'-0" N/A 1/8" = 1'-0" 1/8" = 1'-0" 1/8" = 1'-0" 3/16" = 1'-0" 3/16" = 1'-0" 1 1/2" = 1'-0" 1/8" = 1'-0" 3/4"=1'-0";1/4" = 1'-0" VARIED 1/4" = 1'-0" general project notes 1. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING 2. ALL CONTRACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS FOR ACCURACY. IF THERE ARE ANY QUESTIONS REGARDING THESE OR OTHER COORDINATION ISSUES, CONTRACTOR IS RESPONSIBLE FOR MAKING A REQUEST FOR INFORMATION (RFI) IN WRITING FROM THE ARCHITECT, BEFORE PROCEEDING WITH THE WORK IN QUESTION OR OTHER RELATED WORK. 3. ALL WORK NOTED "BY OTHERS" OR "NIC" IS TO BE ACCOMPLISHED BY A CONTRACTOR OTHER THAN THE GENERAL CONTRACTOR OR HIS/HER SUBCONTRACTORS, AND IS NOT TO BE PART OF THE CONTRACT SUM. 4. ALL CONSTRUCTION IS TO COMPLY WITH ALL APPLICABLE CODES, ORDINANCES AND REGULATIONS (CITY, STATE AND NATIONAL). 5. CARE SHOULD BE TAKEN AT ALL TIMES TO PROTECT OWNER'S SITE AND PROPERTY. PROPERTY LINE AND FENCE MAY NOT BE ALIGNED. 6. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL FEES AND PERMITS NECESSARY TO COMPLETE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS. 7. PROVIDE FIRESTOPPING IN THE FOLLOWING LOCATIONS, WHETHER SHOWN IN DRAWINGS OR NOT: A) IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AND AT THE CEILING AND FLOOR LEVELS. B) AT ALL INTERCONNECTIONS BETWEEN VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, COVE CEILINGS, ETC. C) AT OPENINGS AROUND VENTS, PIPES, CHIMNEYS AND FIRE PLACES, AT CEILING AND FLOOR LEVEL, WITH NONCOMBUSTIBLE MATLS. 8. PROTECT ALL TREES WHICH ARE TO REMAIN. CONFIRM w/ OWNER PRIOR TO CONSTRUCTION. 9. DO NOT SCALE DRAWINGS. USE WRITTEN DIMENSIONS ONLY. 10. ALL DIMENSIONS, NOTES, FINISHES AND FIXTURES SHOWN ON TYPICAL FLOOR PLANS, SECTIONS OR DETAILS SHALL APPLY TO ALL SIMILAR, SYMMETRICAL OR OPPOSITE HAND SECTIONS AND DETAILS. 11. PRIOR TO CONSTRUCTION, SUBMIT ALL ARCHITECTURAL SHOP DRAWINGS, SAMPLES AND PRODUCT INFORMATION TO ARCHITECT FOR REVIEW. 12. REFER TO OWNER'S LEGAL PLAT SURVEY FOR FURTHER INFORMATION REGARDING "IRON RODS FOUND" AND "BASE CORNERS". 13. REFER TO OWNER'S SURVEY REGARDING SPECIAL FLOOD HAZARD AREAS (BY FEMA) AND OTHER FLOOD PLAIN INFORMATION NOT DESCRIBED IN THE SITE PLAN DRAWING. visitability 1. COMPLY WITH CITY CODE 25-12-343 R320 AT ADU. 2. NO FLOOR TRANSITIONS OF GREATER THAN 1/2" WITHOUT RAMPING ALONG NOTED VISITABLE ROUTE (ADU ONLY). 3. PROVIDE AT LEAST 30" CLEAR DOORWAY ACCESS (MIN. 32" DOOR) AT ONE GROUND-FLOOR W.C. ALONG THE ROUTE AT ADU. 4. PROVIDE 2x6 BLOCKING AT 34" AFF AT GROUND FLOOR W.C. WALLS FOR FUTURE GRAB BARS AT ALL BATHROOMS. 5. TOP OF ALL LIGHT SWITCHES AND THERMOSTATS SHALL BE AT 48" AFF 6. BOTTOM OF ALL POWER OUTLETS SHALL BE AT 15" AFF MINIMUM MAXIMUM THROUGHOUT. THROUGHOUT. demolition notes 1. RECYCLE BUILDING COMPONENTS WHERE POSSIBLE. WINDOWS, OLD WOOD, FIXTURES TO BE DONATED AS RECLAIMED MATLS. 2. PROTECT EXISTING FLOOR TO REMAIN DURING DEMO + CONSTRUCTION. 3. PROTECT ALL EXISTING WINDOWS + DOORS NOT DESIGNATED TO BE DEMOLISHED DURING DEMO + CONSTRUCTION. 4. ALL TILE EXPOSED TO DEMO/CONSTRUCTION TRAFFIC + DEBRIS IS TO BE THOUROUGHLY CLEANED TO OWNERS' SATISFACTION, PRIOR TO FINAL PUNCH LIST MEETING w/ARCHITECT. 5. ALL OTHER LOAD BEARING STRUCTURE DESIGNATED TO BE DEMOLISHED MUST BE REVIEWED + SUPPORTED PER STRUC ENGINEERS SPECS + BEST PRACTICES, PRIOR TO STARTING DEMO. 6. DO NOT BEGIN DEMOLITION PRIOR TO CONSULTING w/HVAC CONTRACTOR. ENSURE HVAC MECHANICAL SYSTEM IS SIZED CORRECTLY standard abbreviations AFF ABOVE FINISH FLOOR INSUL INSULATE; INSULATION ADDN ADDITIONAL AHU AIR HANDLING UNIT ALUM ALUMINUM AB ANCHOR BOLT APPROX APPROXIMATE AVAIL AVAILABLE ARCH ARCHITECT; ARCHITECTURAL JST JOIST JNT JOINT LAM LAMINATE LAV LAVATORY LB POUND LT LIGHT M MAIN MAX MAXIMUM MATL MATERIAL MDF MEDIUM DENSITY FIBERBOARD BIB BLOWN-IN-BLANKET BM BEAM BRG BEARING BLKG BLOCKING BD BOARD BLDG BUILDING BL BUILDING LINE CAB CABINET CANT CANTILEVER CIRC CIRCUITS CJ CONTROL JOINT CL CENTERLINE CLG CEILING CLOS CLOSET CMT CEMENT COA CITY OF AUSTIN COL COLUMN COMP COMPOSITION CONC CONCRETE COND CONDENSOR CONTR CONTRACTOR CONT CONTINUOUS CTR COUNTER CRZ CRITICAL ROOT ZONE CT CERAMIC TILE D DRYER DET DETAIL DIA; ø DIAMETER DIM DIMENSION DN DOWN DS DOWNSPOUT DWG DRAWING DWR DRAWER [E] EXISTING EA EACH EJ EXPANSION JOINT ELEC ELECTRICAL ELEV ELEVATION EQ EQUAL EQUIP EQUIPMENT EV ELECTRIC VEHICLE EXP EXPANSION EXT EXTERIOR EXH EXHAUST FAN FBR FIBER FD FLOOR DRAIN FDN FOUNDATION FIN FINISH FIXT FIXTURE FLR FLOOR FLUOR FLUORESCENT FTG FOOTING FURR FURRING FV FIELD VERIFY FF FINISHED FLOOR GA GAUGE GALV GALVANIZED GEN GENERAL GL GLASS; GLAZED HB HOSE BIBB HD HEAD HDW HARDWARE HORIZ HORIZONTAL HOL HOLLOW HR HAND RAIL HT HEIGHT HD HT HEAD HEIGHT GWB GYPSUM WALL BOARD MECH MECHANICAL MTL METAL MFR MANUFACTURER MIN MINIMUM MIR MIRROR MISC MISCELLANEOUS MR MOISTURE-RESISTANT MTD MOUNTED NIC NOT IN CONTRACT NOM NOMINAL OC ON CENTER OH OPPOSITE HAND OPNG OPENING OPP OPPOSITE PL PLATE PLAM PLASTIC LAMINATE PLMG PLUMBING PNT PAINT PR PAIR PTD PAINTED QTR QUARTER R RADIUS; RISER RA RETURN AIR RCP REFLECTED CEILING PLAN RE: REFER REF REFERENCE REINF REINFORCEMENT REQD REQUIRED RM ROOM RO ROUGH OPENING S4S SMOOTH FOUR SIDES SC SOLID CORE SCHED SCHEDULE SA SUPPLY AIR SECT SECTION SHLVS SHELVES SHT SHEET SIM SIMILAR SYM SYMMETRICAL SP SPACE SPEC SPECIFICATIONS S/S STAINLESS STEEL STD STANDARD STL STEEL STRUC STRUCTURAL SUSP SUSPENDED TB TOWEL BAR THLD THRESHOLD TOIL TOILET TOB TOP OF BEAM TOW TOP OF WALL TYP TYPICAL UNO UNLESS NOTED OTHERWISE VEST VESTIBULE VER VERIFY VERT VERTICAL VIF VERIFY IN FIELD W WASHER w/ WITH WD WOOD W/D WASHER/DRYER WDW WINDOW WH WATER HEATER W/R WATER RESISTANT WWM WELDED WIRE MESH y v é l s i o ç n a r f s r o i r e t n i e r u t c e t i h c r a + y n a p m o c y t i l i b a i l d e t i m i l l a n o i s s e f o r p 2 0 7 8 7 x t n i t s u a · 7 0 1 e t i u s , t e e r t s h t x i s t s a e 4 2 1 2 7 6 6 7 . 9 8 6 . 2 1 5 m o c . y v e l s i o c n a r f GIST E R E D AR OCNA I S L E R R F C H I T E E V Y C T S T 12 9 3 0 A T E FO X E T JUN 27, 2022 SA n o i t i d d a y a w d e e p s x t , n i t s u a | y a w d e e p s 2 0 4 4 2 2 0 2 N U J 7 2 : S N O I S I V E R : E T A D + , n o i t i l o m e d , e t i s , s n a l p f o o r , s e v i t c e p s r e p s e t o n t c e j o r p C P , B J C : Y B N W A R D R O F E L B I S N O P S E R T O N T C E T I H C R A . E T I S B O J E H T I T A S N O I S N E M D G N I T A L E R R O C D N A R O , S E R U D E C O R P R O S E C N E U Q E S I , S E U Q N H C E T , S D O H T E M , S N A E M N O I T C U R T S N O C . N O I T C U R T S N O C T C E J O R P O T D E T A L E R S M A R G O R P D N A S N O I T U A C E R P Y T E F A S R O F I G N M R I F N O C R O F E L B I S N O P S E R E R A S R O T C A R T N O C B U S D N A R O T C A R T N O C . e t o n E D O C L A C O L R O F E L B I S N O P S E R E R A S R O T C A R T N O C B U S L L A D N A R O T C A R T N O C . E C N A I L P M O C L L A . D E V R E S E R S T H G R L L A I . c l l p s r o i r t e n i + e r u t c e t i h c r a y v é l s i o ç n a r f 2 2 0 2 © E H T F O Y T R E P O R P E H T E R A S N O I T A C I F I C E P S D N A S G N W A R D I , S N G I S E D , S A E D I D E H C A T T A E H T N O D E T A C D N I I O S E T I S E H T N O T C E J O R P E L G N I S A T C U R T S N O C O T E S U E M I T - E N O A O T D E T I M I L D N A L A N O I T I D N O C E R A S T H G R S R E S A H C R U P I ' . T C E T I H C R A S I N O I T C U R T S N O C R E H T O Y N A G N N R E C N O C S G N W A R D E S E H T I I F O N O I T C U D O R P E R . T C E T I H C R A E H T F O N O I S S I M R E P N E T T I R W T U O H T I W D E T I I B H O R P Y L T C I R T S R O E S U . Y T R E P O R P H C U S O T Y L L A C I F I C E P S D E T I M I L S I E S U D N A , N A L P E T I S g 1 ne perspective405101520 FTroof planscale 1/8"= 1'-0"on 24x36scale 1/16"= 1'-0"on 11x173north perspective5alley perspective605101520 FTsite planscale 1/8"= 1'-0"on 24x36scale 1/16"= 1'-0"on 11x171demolition planscale 1/8"= 1'-0"on 24x36scale 1/16"= 1'-0"on 11x17240'-6 1/2" 8'-5" 8'-0" 1 a3 2 a3 HVAC HVAC VERIFY LOCATION w/OWNER + ARCHITECT IN FIELD 5'-11 1/2" 2'-0 1/2" 13'-3" 6'-7 1/2" 13'-4 1/2" 10'-7 1/2" 2'-9" 14'-2 1/2" 14'-2 1/2" 5'-0 1/2" 3'-1 1/2" G G E CL CAB REF DW MICRO U/C " 4 " 2 / 1 X A M " 6 - ' 2 16 CL B [E] OPENING 1/2" 1 a4.1 C 4" B " 6 - ' 3 WD RAMP DN TO PARKING 1:12 SLOPE " 2 - ' 3 A bedroom 2 REFINISH [E] FLOORING UNDER LAMINATE bath 2 TILE 5 m bedroom NEW FLOORING TO MATCH [E] 8 m bath TILE 18 a5 1R 1S 6 18 a5 4 " 7 - ' 1 " 6 " 6 - ' 3 4" LINENS 1R 1S Q E 9 2R 1S Q E living/dining REFINISH [E] FLOORING UNDER LAMINATE FFE 622'-6" [E] POST TO REMAIN; NEW TRIM 1 a2 16 a5 [E] CONC STEPS + PORCH [E] POST TO REMAIN; NEW TRIM SIM 16 a5 COATS BENCH 13 a4.1 3'-0" 1'-6" 3'-0" DN [e] front porch CONC 2 " 2 / 1 0 - ' 3 4'-10" 10 a5 SIM 5'-1 1/2" 3 2" 19 a5 REMODEL ADDITION uncovered porch DECK " 3 - ' 5 CL B 18'-4 1/2" 14'-0" 1/2" 1/2" B C 3 1/2" STORAGE 13 EQ DN CL covered deck WOOD CL 4'-1 1/2" 1" GAP EQ 3'-9" 5 1/2" POST 12 CURBLESS SHOWER 15 a5 EQ CL EQ CL 1" GAP DECK 622'-6" 16 a5 5 a4.1 screened porch DECK 7 a5 G " 7 - ' 2 " 5 - ' 3 " 2 / 1 9 - ' 1 1 " 2 / 1 0 1 - ' 9 2 7 4" 2" W/D STACK 10 11 5'-9" kitchen NEW FLOORING TO MATCH [E] D CL " 1 - ' 2 1 10 a5 3'-4 1/2" REF DW G " 6 - ' 3 " 3 - ' 1 " 1 P CL A G 15 a5 Q E CL CL Q E Q E 1'-2 1/2" " 1 1 - ' 5 15 a5 14 DN CL 10'-9 1/2" 3'-10" 3'-10" 1" GAP CL 5 1/2" POST P O S T 5 1 / 2 " " 9 - ' 4 R E S I R " 4 / 1 - 7 4'-6" 20'-0" 19'-1 1/2" ADDITION 56'-9" 3 a2 DASHED LINE OF ROOF ABOVE NEW UNCOVERED PORCH PER CODE 25-2-513-C 3 a3 4 a3 DASHED LINE OF BRACKETS ABOVE WD. DECK AT GRADE DASHED LINE OF BRACKETS ABOVE 18 U/C COMBO W/D bedroom 3 WOOD 15 a5 19 20 bath 3 TILE apartment WOOD FFE 622'-3" 15 GRADE 6" 622 17 10 a5 3'-6" 27'-7" H 7 a5 SIM 1 a4.2 9'-10 1/2" 14'-2 1/2" " 7 - ' 6 GRADE 622'-2 1/2" 4 a5 3'-6" J CL 2 a2 " 0 - ' 1 1 " 0 - ' 6 " 2 / 1 0 1 - ' 2 1 5 a3 27'-7" wall type legend EXISTING WALL NEW INT. WALL NEW EXT. WALL y v é l s i o ç n a r f s r o i r e t n i e r u t c e t i h c r a + y n a p m o c y t i l i b a i l d e t i m i l l a n o i s s e f o r p 2 0 7 8 7 x t n i t s u a · 7 0 1 e t i u s , t e e r t s h t x i s t s a e 4 2 1 2 7 6 6 7 . 9 8 6 . 2 1 5 m o c . y v e l s i o c n a r f GIST E R E D AR OCNA I S L E R R F C H I T E E V Y C T S T 12 9 3 0 A T E FO X E T JUN 27, 2022 SA n o i t i d d a y a w d e e p s x t , n i t s u a | y a w d e e p s 2 0 4 4 2 2 0 2 N U J 7 2 : S N O I S I V E R : E T A D s n a l p r o o l f B C / C P / L F : Y B N W A R D visitability 1. 2. 3. 4. 5. 6. COMPLY WITH CITY CODE 25-12-343 R320 AT ADU. NO FLOOR TRANSITIONS OF GREATER THAN 1/2" WITHOUT RAMPING ALONG NOTED VISITABLE ROUTE (ADU ONLY). PROVIDE AT LEAST 30" CLEAR DOORWAY ACCESS (MIN. 32" DOOR) AT ONE GROUND-FLOOR W.C. ALONG THE ROUTE AT ADU. PROVIDE 2x6 BLOCKING AT 34" AFF AT GROUND FLOOR W.C. WALLS FOR FUTURE GRAB BARS AT ALL BATHROOMS. TOP OF ALL LIGHT SWITCHES AND THERMOSTATS SHALL BE AT 48" AFF MAXIMUM THROUGHOUT. BOTTOM OF ALL POWER OUTLETS SHALL BE AT 15" AFF MINIMUM THROUGHOUT. plan notes 3. 4. 2. 1. WALLS: PRIMARY: NEW PTD SIDING TO MATCH [E]. ADU: EXTERIOR WALL FINISH TO BE PTD. FIBER-CMT SMOOTH LAPPED SIDING. ALL EXTERIOR WALLS TO BE 2x4, UNO. SOFFITS: PRIMARY: MATCH [E] EAVES +SOFFIT. ADU: ALL SOFFITS TO BE PAINTED SMOOTH FIBER CEMENT PANEL. NO PLASTIC H-STRIPS AT SEAMS; BUTT ALL PANELS TIGHTLY AND CAULK. FLOORING: PRIMARY: REFINISH [E] HISTORIC FLOOR UNDER LAMINATE, IF SALVAGEABLE. INSULATION: PROVIDE OPEN CELL FOAM AT UNDERSIDE OF ROOF, INSIDE ATTIC GABLE WALLS, AND IN ALL EXTERIOR WALL CAVITIES TO MEET OR EXCEED AUSTIN CODE AND AEGB RECOMMENDATIONS. FIBER GLASS BATTS AT ALL SOUND PROOFING LOCATIONS: AROUND BATHROOMS, TOILET ROOMS + MECHANICAL ROOMS. PRIMARY: CLOSED CELL FOAM AT SUBFLOOR. FOUNDATION: PRIMARY: PIER+BEAM. ADU: CONCRETE SLAB ON GRADE PER STRUCTURAL. CLOSETS: TRIM CARPENTRY. SHELVING PRIMED AND PAINTED. METAL CLOSET RODS SOCKETS AND INTERMEDIATE BRACES. 5. 6. 7. ALL DIMENSIONS TO FACE OF FRAME U.N.O. ALL WINDOW + 8. 9. DOOR ROUGH OPENINGS ARE GIVEN ON SCHEDULES ON A2 PLAN FLOOR HEIGHTS ARE GIVEN TO TOP OF FINISH FLOOR. PLUMBING AND FLOOR DRAINS NOT NECESSARILY INDICATED ON STRUCTURAL DRAWINGS; GC TO COORDINATE. R O F E L B I S N O P S E R T O N T C E T I H C R A . E T I S B O J E H T I T A S N O I S N E M D G N I T A L E R R O C D N A R O , S E R U D E C O R P R O S E C N E U Q E S I , S E U Q N H C E T , S D O H T E M , S N A E M N O I T C U R T S N O C . N O I T C U R T S N O C T C E J O R P O T D E T A L E R S M A R G O R P D N A S N O I T U A C E R P Y T E F A S R O F I G N M R I F N O C R O F E L B I S N O P S E R E R A S R O T C A R T N O C B U S D N A R O T C A R T N O C . e t o n E D O C L A C O L R O F E L B I S N O P S E R E R A S R O T C A R T N O C B U S L L A D N A R O T C A R T N O C L L A . D E V R E S E R S T H G R L L A I . c l l p s r o i r t e n i + e r u t c e t i h c r a y v é l s i o ç n a r f 2 2 0 2 © E H T F O Y T R E P O R P E H T E R A S N O I T A C I F I C E P S D N A S G N W A R D I , S N G I S E D , S A E D I D E H C A T T A E H T N O D E T A C D N I I O S E T I S E H T N O T C E J O R P E L G N I S A T C U R T S N O C O T E S U E M I T - E N O A O T D E T I M I L D N A L A N O I T I D N O C E R A S T H G R S R E S A H C R U P I ' . T C E T I H C R A S I N O I T C U R T S N O C R E H T O Y N A G N N R E C N O C S G N W A R D E S E H T I I F O N O I T C U D O R P E R . T C E T I H C R A E H T F O N O I S S I M R E P N E T T I R W T U O H T I W D E T I I B H O R P Y L T C I R T S R O E S U . Y T R E P O R P H C U S O T Y L L A C I F I C E P S D E T I M I L S I E S U D N A , N A L P E T I S . E C N A I L P M O C a 1 05101520 FTground floor planscale 1/4"= 1'-0"on 24x36scale 1/8"= 1'-0"on 11x171SU BCH APTER F 'TENT' B O U N D ARY 4 5 ° " 0 - ' 5 1 NEW PTD WD SIDING TO MATCH [E] T H G L B " 6 - ' 2 1 OPEN T H D H " 2 - ' 7 12 5 12 5 5 a5 8 a5 6 a5 10 1/2" SHAFT F F A T H E S A B " 2 - ' 3 F F A T H T F A H S . L O C " 0 - ' 7 F F A T H . L O C F O P O T " 2 - ' 7 S U B C H A P T E R F 'T E N T' B O U N D A R Y 5° 4 19 a5 " 0 - ' 5 1 " 0 3 < DASHED LINE OF TENT ZONES 2+3 BEYOND DASHED LINE OF TENT ZONE 3 BEYOND SU BCH APTER F 'TENT' B O U N D ARY 4 5 ° [E] ROOF [E] SIDING TO BE REPAINTED [E] POST TO REMAIN; NEW TRIM REPLACE [E] METAL RAIL w/PTD WD GUARDRAIL PTD WD SCREEN WALLS + DOOR PTD WD GUARDRAIL " 0 - ' 5 1 16 a5 19 a5 GROUND FF ELEV 622'-6" HIGHEST NATURAL GRADE ZONE 1 621'-7" GROUND FF ELEV 622'-3" 14 a5 " 0 - ' 5 " 0 - ' 3 20 a5 EQ 4'-1" EQ [E] PITCH [E] PITCH MATCH [E] PITCH MATCH [E] PITCH 15 a5 MATCH [E] PITCH MATCH [E] PITCH S U B C H A P T E R F 'T E N T' B O U N D A R Y 5° 4 " 0 - ' 5 1 DASHED LINE OF TENT ZONE 3 BEYOND 'BERRIDGE' 'CEE-LOCK' OR APPROVED EQ. SNAP-LOCK GALVALUME MTL ROOFING OVER 2 LAYERS 30-LB. FELTS ON ROOF DECKING PER STRUCTURAL NEW SCHEDULED WDW; TRIM TO MATCH [E] y v é l s i o ç n a r f s r o i r e t n i e r u t c e t i h c r a + y n a p m o c y t i l i b a i l d e t i m i l l a n o i s s e f o r p 2 0 7 8 7 x t n i t s u a · 7 0 1 e t i u s , t e e r t s h t x i s t s a e 4 2 1 2 7 6 6 7 . 9 8 6 . 2 1 5 m o c . y v e l s i o c n a r f GIST E R E D AR OCNA I S L E R R F C H I T E E V Y C T S T 12 9 3 0 A T E FO X E T JUN 27, 2022 SA HIGHEST NATURAL GRADE ZONE 2 622'-2" 40'-0" SUBCHAPTER F 'TENT' ZONE 1 40'-0" SUBCHAPTER F 'TENT' ZONE 2 30'-0 1/2" SUBCHAPTER F 'TENT' ZONE 3 LINE OF START OF 45° PLANE (SEE NATURAL GRADE ZONE 1 ON 4/A2.1) LINE OF START OF 45° PLANE (SEE NATURAL GRADE ZONE 2 ON 4/A2.1) LINE OF START OF 45° PLANE (SEE NATURAL GRADE ZONE 3 ON 4/A2.1) NEW PTD WD SIDING TO MATCH [E] NEW SCHEDULED WDW; TRIM TO MATCH [E] 19'-1 1/2" ROOF EXTENSION 'BERRIDGE' 'CEE-LOCK' OR APPROVED EQ. SNAP-LOCK GALVALUME MTL ROOFING OVER 2 LAYERS 30-LB. FELTS ON ROOF DECKING PER STRUCTURAL PTD WD SCREEN WALLS + DOOR BUILDING LINE 'BERRIDGE' 'CEE-LOCK' OR APPROVED EQ. SNAP-LOCK GALVALUME MTL ROOFING OVER 2 LAYERS 30-LB. FELTS ON ROOF DECKING PER STRUCTURAL [E] POST TO REMAIN; NEW TRIM [E] SIDING TO BE REPAINTED PTD WD GUARDRAIL REPLACE [E] METAL RAIL w/PTD WD GUARDRAIL GROUND FF ELEV 622'-6" 13'-9 1/2" 30'-0 1/2" SUBCHAPTER F 'TENT' ZONE 3 [E] 45' TALL POWER POLE, 3 PHASE OVERHEAD LINE (4' ARMATURE, BOTH SIDES) 15' NEUTRAL RADIUS; ENSURE NO PORTION OF BUILDING IS WITHIN THIS NEUTRAL RADIUS, PER AUSTIN ENERGY 4 5 ° LINE OF START OF 45° PLANE (SUBCHAPTER F) NEW 6" HALF-ROUND GUTTER; LOCATE D.S. AWAY FROM WINDOWS + SIGNIFICANT ARCH. FEATURES 4 a5 ROOF BRACKET 4'-0" TALL WD. FENCE NEW PTD WD SIDING TO MATCH [E] NEW SCHEDULED WDW AT ADU; NO TRIM HIGHEST NATURAL GRADE ZONE 3 622'-6" 12'-4 1/2" DIS FROM [E] POWER POLE " 6 - ' 6 2 " 0 - ' 5 1 9 a5 10 a5 N W O D P E T S " 2 H C R O P T A DOOR THRESHOLD BEYOND 11 a5 " 0 - ' 5 1 CL T H E C N O C S " 6 - ' 5 19 a5 CL T H E C N O C S " 6 - ' 5 T H D H " 2 - ' 7 F F A L I A R D R A U G " 0 - ' 3 " 0 1 - ' 1 40'-0" SUBCHAPTER F 'TENT' ZONE 2 NEW SCHEDULED WDW; TRIM TO MATCH [E] 'BERRIDGE' 'CEE-LOCK' OR APPROVED EQ. SNAP-LOCK GALVALUME MTL ROOFING OVER 2 LAYERS 30-LB. FELTS ON ROOF DECKING PER STRUCTURAL NEW SCREEN WALLS + DOOR LINE OF START OF 45° PLANE (SUBCHAPTER F) 5 a5 8 a5 6 a5 T H D H " 0 - ' 8 " 0 - ' 5 1 12 12 3 3 15 a5 14 a4 T H L P " 2 / 1 0 1 - ' 7 E G A R O T S 20 a4 CL T H E C N O C S " 6 - ' 5 CL T H E C N O C S " 6 - ' 5 LOWEST ADJ GRADE ELEV 621'-5" AVG ADJ GRADE ELEV 621'-7" HIGHEST NATURAL GRADE ZONE 2 622'-3" HIGHEST ADJ GRADE ELEV 621'-9" T H D H " 0 - ' 7 T H D H " 2 - ' 7 Q E Q E T H L P " 2 / 1 0 - ' 8 " 6 - ' 2 1 T H G D L B " 0 - ' 5 1 16 a4 15 a5 14 a4 T H L P " 2 / 1 0 - ' 8 13 a4 20 a4 HIGHEST ADJ GRADE ELEV 621'-9" AVG ADJ GRADE ELEV 621'-7" LOWEST ADJ GRADE ELEV 621'-5" NEW 6" HALF-ROUND GUTTER; LOCATE D.S. AWAY FROM WINDOWS + SIGNIFICANT ARCH. FEATURES 5° 4 " 0 - ' 5 1 1'-8" FRAMING OVERHANG 12 a5 4'-0" TALL WD. FENCE ALL TRIM TO MATCH [E] n o i t i d d a y a w d e e p s x t , n i t s u a | y a w d e e p s 2 0 4 4 2 2 0 2 N U J 7 2 : S N O I S I V E R : E T A D C P : Y B N W A R D s n o i t a v e l e g n d i l i u b . E C N A I L P M O C a 2 BUILDING LINE 'BERRIDGE' 'CEE-LOCK' OR APPROVED EQ. SNAP-LOCK GALVALUME MTL ROOFING OVER 2 LAYERS 30-LB. FELTS ON ROOF DECKING PER STRUCTURAL [E] SIDING TO BE REPAINTED GROUND FF ELEV 622'-6" R O F E L B I S N O P S E R T O N T C E T I H C R A . E T I S B O J E H T I T A S N O I S N E M D G N I T A L E R R O C D N A R O , S E R U D E C O R P R O S E C N E U Q E S I , S E U Q N H C E T , S D O H T E M , S N A E M N O I T C U R T S N O C . N O I T C U R T S N O C T C E J O R P O T D E T A L E R S M A R G O R P D N A S N O I T U A C E R P Y T E F A S R O F I G N M R I F N O C R O F E L B I S N O P S E R E R A S R O T C A R T N O C B U S D N A R O T C A R T N O C . e t o n E D O C L A C O L R O F E L B I S N O P S E R E R A S R O T C A R T N O C B U S L L A D N A R O T C A R T N O C L L A . D E V R E S E R S T H G R L L A I . c l l p s r o i r t e n i + e r u t c e t i h c r a y v é l s i o ç n a r f 2 2 0 2 © E H T F O Y T R E P O R P E H T E R A S N O I T A C I F I C E P S D N A S G N W A R D I , S N G I S E D , S A E D I D E H C A T T A E H T N O D E T A C D N I I O S E T I S E H T N O T C E J O R P E L G N I S A T C U R T S N O C O T E S U E M I T - E N O A O T D E T I M I L D N A L A N O I T I D N O C E R A S T H G R S R E S A H C R U P I ' . T C E T I H C R A S I N O I T C U R T S N O C R E H T O Y N A G N N R E C N O C S G N W A R D E S E H T I I F O N O I T C U D O R P E R . T C E T I H C R A E H T F O N O I S S I M R E P N E T T I R W T U O H T I W D E T I I B H O R P Y L T C I R T S R O E S U . Y T R E P O R P H C U S O T Y L L A C I F I C E P S D E T I M I L S I E S U D N A , N A L P E T I S LINE OF START OF 45° PLANE (SUBCHAPTER F) 40'-0" SUBCHAPTER F 'TENT' ZONE 1 " 0 - ' 5 1 HIGHEST NATURAL GRADE ZONE 1 621'-7" elevation notes 1. PROVIDE SHEATHING, WEATHER BARRIER, + EXTERIOR FINISH MATERIAL AS DETAILED ON SHEET A4. INSTALL STANDING SEAM METAL ROOFING. 2. 3. VERIFY ROUGH OPENING SIZES OF ALL EXISTING OPENINGS DESIGNATED FOR NEW WDWs/DOORS PRIOR TO ORDERING. south (left) elevationscale 1/4"= 1'-0"on 24x36scale 1/8"= 1'-0"on 11x17405101520 FTnorth (right) elevation scale 1/4"= 1'-0"on 24x36scale 1/8"= 1'-0"on 11x17305101520 FTwest (rear) primary elevation scale 1/4"= 1'-0"on 24x36scale 1/8"= 1'-0"on 11x17205101520 FTeast (front) primary elevationscale 1/4"= 1'-0"on 24x36scale 1/8"= 1'-0"on 11x17105101520 FT