5 - 4402 Speedway - original and ADU — original pdf

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' 0 4 ≤ 3 E N O Z N O I S N A M c M " 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 " 2 / 1 1 - ' 9 1 I T N R P T O O F ] E [ " 0 1 - ' 9 2 5'-0" SETBACK T S N O C " 0 - ' 0 2 S L I O P S / H S A R T 622'6" n 30°00'00"e 42.13' 10'-0" a l l e y M O R F S I D " 2 / 1 4 - ' 2 1 E L O P R E W O P ] E [ P E T S O N E T U O R E L B A T I S I V HIGHEST NATURAL GRADE ZONE 3 HIGHEST ADJ NATURAL GRADE ELEVATION R A E R " 0 - ' 0 1 K C A B T E S 622'3" " 2 / 1 0 - ' 7 1 622'0" HIGHEST NATURAL GRADE ZONE 2 HVAC 622'2" [E] FENCE DASHED LINE OF TOPOGRAPHY CONTOURS AVG ADJ GRADE ELEVATION 1 2 9 . 9 3 ' " 5 - ' 4 2 n 5 9 ° 5 4 0 2 " w ' HIGHEST ADJ GRADE ELEVATION " 2'0 2 6 621'9" 621'7" [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 " 3 - ' 2 1 4'-0" TALL WD. FENCE WD. DECK AT GRADE " 0 - ' 4 " 0 1 - ' 9 P E T S O N E T U O R E L B A T I S I V 5'-0" SETBACK NEW OVERHEAD POWER LINE TO NEW ADU ELECTRICAL SERVICE REGRADE FOR VISITABLE ENTRY ROUTE ≈ 1:12 SLOPE; ENSURE NO STEP > 1/2" LOWEST ADJ GRADE ELEVATION N E N E N E N E N E U E U E U E U E U E U E 32'-0" " 0 - ' 6 12'-0" 1/2" MAX NEW CONSTRUCTION SHOWN SHADED FFE 622'-6" NO STEP VISITABLE ROUTE 6" shop REMOVE COMPLETELY 621'5" U E 621'4" E U E U E U E U 1 2 9 . 9 3 ' s 5 9 ° ' 5 4 0 2 " e E U E U E U E U REGRADE FOR 6" STEP DOWN NEW UNDERGROUND ELECTRICAL SERVICE LINE REMOVE [E] FENCE ELECTRICAL SERVICE. CONSULT CODE FOR CLEARANCE FROM WINDOWS, HOSE BIBBS, ETC, IT WILL BE NEAR THE UNDERGROUND POWER LINE [E] OVERHEAD UTILITY LINE TO BE REPLACED w/NEW OVERHEAD SERVICE TO ADU, UNDERGROUND TO PRIMARY 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. 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 HIGHEST NATURAL GRADE ZONE 1 621'7" HVAC NEW WOOD RAMP ADDITION SHOWN SHADED 12'-0" 1/2 C RZ 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 1,081 SF FFE 622'-6" 5'-3" " 2 3'-0" MAX 620'6" 5'-0" SETBACK COVERED PORCH 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 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 DASHED LINE OF TOPOGRAPHY CONTOURS 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 NEW DRIVEWAY RIBBONS [E] WATER METER 12'-4" TYPE 1 CONC DRIVEWAY APPROACH " 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 R= 5'-0" = 5 '- 0 " R s p e e d w a y I G N M A R F " 6 G N A H R E V O 2'-0" FRAMING OVERHANG DS 1 a4 DS 2 1 : 6 2 1 : 6 3:12 12:12 GALV. MTL. AWNING ROOF AT ENTRY BELOW DS 2 a4 2'-0" FRAMING OVERHANG DASHED LINES OF EXT WALLS BELOW DS 1 a4 G N A H R E V O I G N M A R F " 3 - ' 3 O N U P Y T " 6 - ' 1 ] E [ H C T A M NEW EXT WALL BELOW NEW 6" HALF-ROUND GUTTER; LOCATE D.S. AWAY FROM WINDOWS + SIGNIFICANT ARCH. FEATURES 1'-6" TYP UNO MATCH [E] 2 1 : 5 2 1 : 5 DASHED LINE OF ADDTION DS DS DS 1'-0" FRAMING OVERHANG I G N M A R F " 0 - ' 1 G N A H R E V O 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 [ 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 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 bth D W kitchen/dining E P O L S ] E [ E P O L S ] E [ bedroom 2 living 1'-6" [E] OVERHANG DS 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 [ DASHED LINE OF AIR HANDLER IN ATTIC NEW INTERLOCKING GALV MTL ROOF: 'BERRIDGE' 'CEE-LOCK' OR APPROVED EQ. DASHED LINES OF EXT WALLS BELOW index of drawings sheet description sp 1 a 1 a 2.1 a 2.2 a 4.1 a 4.2 a 4 a 5 s 1 s 2 s 3 s 4 SITE, DEMOLITION, ROOF PLANS; PERSPECTIVES; PROJECT NOTES FLOOR PLANS; DOOR + WINDOW SCHEDULES BUILDING ELEVATIONS BUILDING ELEVATIONS + SECTIONS PLAN DETAILS + INTERIOR ELEVATIONS PLAN DETAILS + INTERIOR ELEVATIONS CONSTRUCTION DETAILS REFLECTED CEILING, LIGHTING, POWER PLANS FOUNDATION PLANS; DETAILS FRAMING PLANS; DETAILS BRACED WALL LINE PLAN SECOND + FIRST FLOOR BRACED WALL PLANS scale 22x34 sheet 1/8"=1'-0" 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" 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" 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 AS ACCESSORY STRUCTURE 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 MASTER 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 BOS BOTTOM OF STEEL CAB CABINET CANT CANTILEVER CIRC CIRCUITS CJ CONTROL JOINT CL CENTERLINE CLG CEILING CLOS CLOSET CMT CEMENT COA CITY OF AUSTIN COL COLUMN COMP COMPOST 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 RD ROOF DRAIN 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 TOS TOP OF STEEL TOW TOP OF WALL TPO THERMOPLASTIC POLYOLEFIN TYP TYPICAL UNO UNLESS NOTED OTHERWISE VEST VESTIBULE VER VERIFY VERT VERTICAL 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 APR 19, 2022 SA u d a + 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 R P A 9 1 : 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 sp 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" 3 a2.2 VERIFY LOCATION w/OWNER + ARCHITECT IN FIELD EQ EQ 5'-11 1/2" 2'-0 1/2" 13'-3" CL B [E] OPENING 1/2" 1 a3.1 C 4" B " 6 - ' 3 WD RAMP DN TO PARKING 1:12 SLOPE 4 a2.2 HVAC 6'-7 1/2" 14'-0" 1/2" 1/2" B C 3 1/2" DN CURBLESS SHOWER 15 a4 A bedroom 2 REFINISH [E] FLOORING UNDER LAMINATE bath 2 TILE 5 m bedroom NEW FLOORING TO MATCH [E] 8 m bath TILE 18 a4 " 6 - ' 3 2" LINENS 7 2" 2" W/D STACK 10 11 5'-7 1/2" " 2 - ' 3 NEW 2x4 PTD WD FRAME SCREENED PORCH ENCLOSURE [E] CONC STEPS + PORCH 1 a2.1 16 a4 " 2 / 1 5 T S O P " 2 / 1 1 1 - ' 4 CL " 6 - ' 1 CL " 2 / 1 1 1 - ' 4 " 2 / 1 5 T S O P COATS BENCH 13 a3.1 3'-0" 1'-6" 3'-0" " 7 - ' 1 " 6 1 DN front porch CONC (SCREENED) 2 " 2 / 1 0 - ' 3 4'-10" 10 a4 SIM 5'-1 1/2" 19 a4 1R 1S 6 18 a4 4 3 2" 1R 1S Q E 9 2R 1S Q E living/dining REFINISH [E] FLOORING UNDER LAMINATE FFE 622'-6" SIM 16 a4 5 1/2" POST EQ 1'-6" EQ CL CL uncovered porch DECK " 3 - ' 5 B 17'-1 1/2" 4'-6" 20'-0" 19'-1 1/2" ADDITION 13 STORAGE covered deck WOOD 12 DECK 622'-6" back porch WOOD (SCREENED) 10 a4 3'-7" REF DW " 7 - ' 2 " 5 - ' 3 " 2 / 1 9 - ' 1 1 " 2 / 1 0 1 - ' 9 2 16 a4 5 a3.1 15 a4 " 2 / 1 1 1 - ' 5 2 a2.1 2 a2.2 " 0 - ' 2 3 10 a4 " 2 / 1 1 1 - ' 8 1 14 " 2 / 1 1 1 - ' 8 1 GRADE 622 EXISTING WALL NEW INT. WALL NEW EXT. WALL kitchen NEW FLOORING TO MATCH [E] D CL " 1 - ' 2 1 wall type legend REMODEL ADDITION DASHED LINE OF ROOF ABOVE NEW UNCOVERED PORCH PER CODE 25-2-513-C 5 a2.2 PTD WD GUARDRAIL 56'-9" 3 a2.1 FINISH CLEAR SEAL LINEN EXT; PTD INT LINEN EXT; PTD INT PTD. PTD. PTD. PTD. PTD. PTD. PTD. LINEN EXT; PTD INT CLEAR SEAL PTD. LINEN EXT; PTD INT PTD. LINEN EXT; PTD INT PTD. PTD. PTD. PTD PTD. PTD. PTD. LINEN EXT; PTD INT HARDWARE NOTES 11 4 4 6 7,8,9,10 8 6 7,8,9,10 8 11 4 11 11 4 11 4 6 8 7,8,9,10 1,2,3 6 7,8,9,10 8 4 NEW PORCH SLIDER. VERIFY WIDTH w/POST SPACING BRUSHED NICKEL HARDWARE BRUSHED NICKEL HARDWARE BRUSHED NICKEL, ROUND ESCUTCHEON, SQUARE PROFILE LEVER BRUSHED NICKEL PULL AT EACH DOOR, BRUSHED NICKEL BRUSHED NICKEL, ROUND ESCUTCHEON, SQUARE PROFILE LEVER BRUSHED NICKEL PULL AT EACH DOOR, BRUSHED NICKEL BRUSHED NICKEL HARDWARE NEW PORCH SLIDER. VERIFY WIDTH w/POST SPACING OUTDOOR GRADE BRUSHED NICKEL HARDWARE BRUSHED NICKEL HARDWARE BRUSHED NICKEL, ROUND ESCUTCHEON, SQUARE PROFILE LEVER PULL AT EACH DOOR, BRUSHED NICKEL PULL AT EACH DOOR, BRUSHED NICKEL SMOOTH FINISH BRUSHED NICKEL, ROUND ESCUTCHEON, SQUARE PROFILE LEVER BRUSHED NICKEL PULL AT EACH DOOR, BRUSHED NICKEL BRUSHED NICKEL HARDWARE door schedule KEY WIDTH 1 4'10 5/8" 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 6'0" 9'0" 2'6" 2'8" 4'0" 2'8" 3'0" 10'2" 2'8" 5'0" 3'0 3/4" 5'0" 9'0" 4'8" 2'8" 2'8" 6'0" 4'0" 2'6" 2'6" 2'8" 4'8" 8'0" HEIGHT 6'10 1/2" 6'8" 6'10" 6'8" 6'8" 6'8" 6'8" 6'8" 6'8" 6'8" 6'8" 7'9 1/2" 6'8" 8'0" 3'6" 6'8" 6'8" 6'8" 6'8" 6'8" 6'8" 6'8" 6'8" 6'8" TYPE Barn Swing Complex Slider Swing Simple Pocket Simple Slider Swing Simple Pocket Simple Slider Barn Slider Barn Barn Slider Barn Swing Simple Swing Simple Slider Pocket Bi-part Swing Simple Swing Simple Pocket Simple Slider Slider LEAF THICKNESS Panel Glass Glass Panel Panel Panel Panel Panel Panel Panel Glass Panel Solid Glass Panel Glass Panel Panel Panel Solid Panel Panel Panel Glass 1 1/2" 1 3/4" 1 3/4" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/4" 1 1/2" 1 3/4" 1 3/4" 1 3/8" 1 3/4" 1 3/8" 1 3/8" 1 3/8" 1 3/4" 1 3/8" 1 3/8" 1 3/8" 1 3/4" MFR. CUSTOM MODEL SCREEN DOOR MAT'L. WD. SIERRA PACIFIC ALUM CLAD WD. WD/REEDED GLASS SIERRA PACIFIC ALUM CLAD WD. TRUSTILE TRUSTILE TRUSTILE TRUSTILE TRUSTILE TRUSTILE TRUSTILE TS5000-SS-C TS5000-SS-C TS5000-SS-C TS5000-SS-C TS5000-SS-C TS5000-SS-C TS5000-SS-C SIERRA PACIFIC ALUM CLAD WD. SCREEN DOOR SOLID SLAB CUSTOM TRUSTILE SIERRA PACIFIC ALUM CLAD WD. TRUSTILE SIERRA PACFIC TRUSTILE TRUSTILE TRUSTILE BMC TRUSTILE TRUSTILE TRUSTILE SIERRA PACFIC TS5000-SS-C ALUM CLAD WD. TS5000-SS-C TS5000-SS-C TS5000-SS-C FLUSH TS5000-SS-C TS5000-SS-C TS5000-SS-C ALUM CLAD WD. ALUM CLAD/WD COMP. COMP. COMP. COMP. COMP. COMP. COMP. ALUM CLAD/WD WD. COMP. ALUM CLAD/WD COMP. ALUM CLAD/WD COMP. COMP. COMP. FIBERGLASS COMP. COMP. COMP. ALUM CLAD/WD 7 HEAVY-DUTY TRACK AND NYLON ROLLERS 8 POCKET DOOR ROUND FLUSH PULL 9 POCKET DOOR EGDE PULL 10 POCKET DOOR JAMB BOLT 11 BARN DOOR RAIL + HANGERS + DOOR PULL + NYLON INSECT BRUSH GUARD door hardware 1 LEVER-STYLE ENTRY SET (FIXED HANDLE FOR SLIDERS) 2 DEADBOLT 3 THRESHOLD/WEATHERSTRIP 4 MFR HARDWARE 5 LEVER-STYLE PASSAGE SET 6 LEVER-STYLE PRIVACY SET window schedule KEY A UNIT WIDTH UNIT HEIGHT HEAD HT. AFF 5'0" 5'4" 7'2" TYPE MFR. Bi-parting Casement SIERRA PACIFIC MODEL H3 FINISH TBD QTY. NOTES 7'2" 7'2" 8'0" 6'8" 8'0" 8'0" 8'0" 2'4" 6'8" Casement Awning Horizontal Slider Fixed Glass Casement Casement Fixed Glass Awning Awning SIERRA PACIFIC SIERRA PACIFIC SIERRA PACIFIC SIERRA PACIFIC SIERRA PACIFIC SIERRA PACIFIC SIERRA PACIFIC SIERRA PACIFIC SIERRA PACIFIC H3 H3 H3 H3 H3 H3 H3 H3 H3 TBD TBD TBD TBD TBD TBD TBD TBD TBD MATCH [E] OPENING MATCH [E] OPENING, EGRESS 1 4 2 1 1 1 3 1 1 2 EGRESS B C D E F G H J K 2'6" 2'6" 4'6" 2'6" 2'6" 2'6" 4'6" 2'0" 2'0" window notes 5'0" 2'6" 5'0" 5'0" 5'0" 3'0" 3'0" 3'0" 3'0" 1 HEAD HEIGHTS ARE NOMINAL ABOVE FINISH FLOOR; ACCOUNT FOR SUBFLOOR AND FLOORING THICKNESS WHEN FRAMING HEADERS TO ENSURE CORRECT SILL HEIGHTS. 2 ADJUST HEAD HEIGHTS AS REQD TO ALIGN TOP TRIM WITH ADJACENT OR GANGED DOOR/WINDOW UNITS. 3 VERIFY FINAL UNIT AND ROUGH OPENING SIZES WITH MFR PRIOR TO FRAMING. 4 WHERE UNIT IS DRAWN FLUSH w/ADJ WALL OR CLG, INSTALL COMPLETELY FLUSH PER DETAILS. 5 FULL DIVIDED LIGHT GRILLES WHERE SHOWN ON ELEVATIONS. PERMANENT GRILLES AT INTERIOR + EXTERIOR w/ALUM SPACER BETWEEN GLASS. 6 VERIFY EGRESS AT ALL BEDROOMS PRIOR TO ORDERING 7 a4 " 2 / 1 4 - ' 0 1 " 8 - ' 2 G F " 2 / 1 " 2 / 1 0 - ' 3 1 " 6 - ' 6 " 2 / 1 1 1 - ' 4 3 a4 " 0 1 - ' 7 1 11'-5" 5'-7" 7 a2.2 G HVAC 3 1/2" H 1/2" G " 2 - ' 4 bedroom 3 SEALED CONC. 14 a4 NO STEP VISITABLE ROUTE 19 bath 3 SEALED CONC. EQ EQ 7'-7" 18 MICRO 1 a3.2 " 4 HVAC 20 DW E " 2 / 1 6'-0" W/D UNDER STAIR 3'-6 1/2" 17 P E T S O N E T U O R E L B A T I S I V living SEALED CONC. " 2 / 1 4 - ' 0 1 V I S I T N A O B S L T E E R P O U T E FFE 622'-6" " 5 - ' 5 NO STEP VISITABLE ROUTE UP 16 3'-9" 6 a2.2 13'-3" 17'-0" 7 a2.2 11'-8 1/2" 5'-3 1/2" GRADE 622'-5 1/2" " 2 / 1 X A M " 9 - ' 9 " 0 - ' 3 " 5 - ' 5 " 0 1 - ' 3 1 1 a2.2 " 0 - ' 2 1 10 a4 24 bedroom 4 WOOD bath 4 TILE 3 1/2" 21 6'-0 1/2" 22 18 a4 EQ EQ 23 " 2 / 1 3 LANDING LINENS ALCOVE " 2 - ' 3 2R 1S DN 7 a3.2 " 0 1 - ' 0 1 " 2 / 1 9 - ' 3 CL ALIGN OVERLOOK + INT. OPENING OPEN TO LIVING BELOW 6 a2.2 4 1 / 2 " K " 2 / 1 " 4 - ' 1 K J " 0 1 - ' 8 WD. DECK AT GRADE FRAME STAIR w/2x12 OUTSIDE STRINGERS LET INTO WALL; TREADS SPAN FULL WIDTH TO MAXIMIZE UNDER-STAIR USABLE SPACE DASHED LINES OF AWNING ABOVE VISITABLE ENTRY ROUTE ≈ 1:12 SLOPE; ENSURE NO STEP > 1/2" HANDRAIL FRAME STAIR w/2x12 OUTSIDE STRINGERS LET INTO WALL; TREADS SPAN FULL WIDTH TO MAXIMIZE UNDER-STAIR USABLE SPACE 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. 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 APR 19, 2022 SA u d a + n o i t i d d a y a w d e e p s s n a l p r o o l f 2 2 0 2 R P A 9 1 : S N O I S I V E R : E T A D x t , n i t s u a | y a w d e e p s 2 0 4 4 B C / C P / L F : 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 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 FTcombined ground floor planscale 1/4"= 1'-0"on 24x36scale 1/8"= 1'-0"on 11x171adu upper floor planscale 1/4"= 1'-0"on 24x36scale 1/8"= 1'-0"on 11x172SU BCH APTER F 'TENT' B O U N D ARY 4 5 ° NEW ADU BEYOND " 0 - ' 5 1 NEW PTD WD SIDING TO MATCH [E] T H G L B " 6 - ' 2 1 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 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 ° 12 5 12 5 OPEN T H D H " 2 - ' 7 5 a4 8 a4 6 a4 13 a4 16 a4 20 a4 [E] ROOF [E] SIDING TO BE REPAINTED NEW SCHEDULED WDW; TRIM TO MATCH [E] AT MAIN HOUSE NEW PTD WD SIDING TO MATCH [E] " 0 - ' 5 1 PTD WD SCREEN WALLS + DOOR AT [E] COVERED PORCH PTD WD GUARDRAIL 19 a4 T H D H " 0 - ' 8 GROUND FF ELEV 622'-6" HIGHEST NATURAL GRADE ZONE 1 621'-7" GROUND FF ELEV 622'-6" SIM 16 a4 14 a4 19 a4 " 2 - ' 4 " 0 - ' 3 " 0 - ' 5 1 " 0 3 < [E] PITCH [E] PITCH SIM 13 a4 14 a4 20 a4 " 1 - ' 5 " 0 - ' 3 15 a4 16 a4 OPEN EQ 2'-0" EQ HIGHEST NATURAL GRADE ZONE 2 622'-2" 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 PTD WD SCREEN WALLS + DOOR AT [E] COVERED PORCH 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 APR 19, 2022 SA 40'-0" SUBCHAPTER F 'TENT' ZONE 1 40'-0" SUBCHAPTER F 'TENT' ZONE 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 LINE OF START OF 45° PLANE (SEE NATURAL GRADE ZONE 1 ON 4/A2.1) PTD WD SCREEN WALLS + DOOR AT [E] COVERED PORCH PTD WD GUARDRAIL 16 a4 GROUND FF ELEV 622'-6" SIM 13 a4 14 a4 20 a4 15 a4 " 2 - ' 4 " 0 - ' 3 13'-9 1/2" 9 a4 10 a4 N W O D P E T S " 2 H C R O P T A DOOR THRESHOLD BEYOND 11 a4 " 0 - ' 5 1 CL T H E C N O C S " 0 - ' 5 19 a4 CL T H E C N O C S " 0 - ' 5 T H D H " 2 - ' 7 F F A L I A R D R A U G " 0 - ' 3 " 0 1 - ' 1 19'-1 1/2" ROOF EXTENSION 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) 'BERRIDGE' 'CEE-LOCK' OR APPROVED EQ. SNAP-LOCK GALVALUME MTL ROOFING OVER 2 LAYERS 30-LB. FELTS ON ROOF DECKING PER STRUCTURAL NEW 6" HALF-ROUND GUTTER; LOCATE D.S. AWAY FROM WINDOWS + SIGNIFICANT ARCH. FEATURES NEW SCHEDULED WDW; TRIM TO MATCH [E] AT MAIN HOUSE NEW PTD WD SIDING TO MATCH [E] " 0 - ' 5 1 3'-3" FRAMING OVERHANG 1'-6" FRAMING OVERHANG T H L P " 2 / 1 0 - ' 8 12 12 T H L P " 2 / 1 0 - ' 8 12 a4 HIGHEST ADJ GRADE ELEV 621'-9" AVG ADJ GRADE ELEV 621'-7" LOWEST ADJ GRADE ELEV 621'-5" 30'-0 1/2" SUBCHAPTER F 'TENT' ZONE 3 12 3 Q E Q E 5° 4 " 0 - ' 5 1 " 2 / 1 0 1 - ' 8 1 T H G D L B UPPER FF ELEV 6" FRAMING OVERHANG 4'-0" TALL WD. FENCE 'TAMLYN' 'XTREME TRIM' OR APPROVED EQUAL " 2 / 1 2 - ' 9 " 6 - ' 6 2 " 0 - ' 5 1 [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) 6" OVERHANG PTD SMOOTH FIBER-CMT SOFFIT; 1 x 1 BATTENS PER RCP 2/A5 UPPER FF ELEV 4'-0" TALL WD. FENCE GALV. MTL. 'FLAT' AWNING AND PTD. STL. WALL BRACKETS AND 1/2" DIA. (OR PER STRUCTURAL) ALL-THREAD BRACING. NEW SCHEDULED WDW AT ADU; NO TRIM PTD. FIBER CMT. SMOOTH LAPPED SIDING, 5" EXPOSURE HIGHEST NATURAL GRADE ZONE 3 622'-6" 12'-4 1/2" DIS FROM [E] POWER POLE 30'-0 1/2" SUBCHAPTER F 'TENT' ZONE 3 12 3 12 12 Q E Q E 'BERRIDGE' 'CEE-LOCK' OR APPROVED EQ. SNAP-LOCK GALVALUME MTL ROOFING OVER 2 LAYERS 30-LB. FELTS ON ROOF DECKING PER STRUCTURAL NEW 6" HALF-ROUND GUTTER; LOCATE D.S. AWAY FROM WINDOWS + SIGNIFICANT ARCH. FEATURES LINE OF START OF 45° PLANE (SUBCHAPTER F) 40'-0" SUBCHAPTER F 'TENT' ZONE 2 40'-0" SUBCHAPTER F 'TENT' ZONE 1 5 a4 8 a4 " 2 / 1 2 - ' 9 6 a4 T H D H " 0 - ' 8 7 a4 3'-3" FRAMING OVERHANG " 2 / 1 0 1 - ' 8 1 T H G D L B " 0 - ' 5 1 NEW PTD WD SIDING TO MATCH [E] 12 12 3 3 T H L P " 9 - ' 7 E G A R O T S CL T H E C N O C S " 0 - ' 6 CL T H E C N O C S " 0 - ' 6 T H D H " 2 - ' 7 " 0 - ' 5 1 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" NEW SCHEDULED WDW; TRIM TO MATCH [E] AT MAIN HOUSE HIGHEST NATURAL GRADE ZONE 1 621'-7" LINE OF START OF 45° PLANE (SUBCHAPTER F) 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 PTD WD SCREEN WALLS + DOOR AT [E] COVERED PORCH 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 SIM 13 a4 15 a4 " 2 - ' 4 " 0 - ' 3 14 a4 20 a4 16 a4 EQ 2'-0" EQ GROUND FF ELEV 622'-6" elevation notes 1. PROVIDE SHEATHING, WEATHER BARRIER, + EXTERIOR FINISH MATERIAL AS DETAILED ON SHEET A4. INSTALL STANDING SEAM METAL ROOFING AT ADU. 2. 3. VERIFY ROUGH OPENING SIZES OF ALL EXISTING OPENINGS DESIGNATED FOR NEW WDWs/DOORS PRIOR TO ORDERING. a 2.1 u d a + n o i t i d d a y a w d e e p s s n o i t a v e l e 2 2 0 2 R P A 9 1 : S N O I S I V E R : E T A D x t , n i t s u a | y a w d e e p s 2 0 4 4 C P : Y B N W A R D 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SU BCH APTER F 'TENT' B O U N D ARY 4 5 ° 'BERRIDGE' 'CEE-LOCK' OR APPROVED EQ. SNAP-LOCK GALVALUME MTL ROOFING OVER 2 LAYERS 30-LB. FELTS ON ROOF DECKING PER STRUCTURAL GALV. MTL. 'FLAT' AWNING AND PTD. STL. WALL BRACKETS AND 1/2" DIA. (OR PER STRUCTURAL) ALL-THREAD BRACING. " 0 - ' 5 1 2'-0" FRAMING OVERHANG T H L P " 2 / 1 0 - ' 8 12 6 12 6 DASHED LINE OF TENT ZONES 1+2 BEYOND 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 2'-0" FRAMING OVERHANG 5 a4 8 a4 6 a4 NEW SCHEDULED WDW AT ADU; NO TRIM UPPER FF ELEV PTD. FIBER CMT. SMOOTH LAPPED SIDING, 5" EXPOSURE STL GUARDRAIL NEW SCHEDULED WDW AT ADU; NO TRIM 'TAMLYN' 'XTREME TRIM' OR APPROVED EQUAL T H L P " 0 - ' 6 T H L P " 2 / 1 0 - ' 8 T H L P " 0 - ' 6 T H L P " 2 / 1 0 - ' 8 " 0 - ' 5 1 12 a4 SU BCH APTER F 'TENT' B O U N D ARY 4 5 ° 2'-0" FRAMING OVERHANG UPPER FF ELEV " 0 - ' 5 1 12 6 12 6 19 a4 T H D H " 0 - ' 8 " 4 - ' 3 F F A L I A R D R A U G CL T H E C N O C S " 0 - ' 6 T H D H " 4 - ' 2 T H D H " 8 - ' 6 6 a4 5 a4 8 a4 T H D H " 8 - ' 6 HIGHEST NATURAL GRADE ZONE 3 622'-6" GROUND FF ELEV 622'-6" GROUND FF ELEV 622'-6" 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 DASHED LINE OF TENT ZONES 1+2 BEYOND 'BERRIDGE' 'CEE-LOCK' OR APPROVED EQ. SNAP-LOCK GALVALUME MTL ROOFING OVER 2 LAYERS 30-LB. FELTS ON ROOF DECKING PER STRUCTURAL 9 a4 11 a4 CL 10 a4 T H E C N O C S " 0 - ' 6 2'-0" FRAMING OVERHANG T H L P " 2 / 1 0 - ' 8 12 a4 PTD. FIBER CMT. SMOOTH LAPPED SIDING, 5" EXPOSURE 'TAMLYN' 'XTREME TRIM' OR APPROVED EQUAL HIGHEST NATURAL GRADE ZONE 3 622'-6 12 12 5 5 'BERRIDGE' 'CEE-LOCK' OR APPROVED EQ. SNAP-LOCK GALVALUME MTL ROOFING OVER 2 LAYERS 30-LB. FELTS ON ROOF DECKING PER STRUCTURAL MECH CHASE MECH CHASE 1'-6" FRAMING OVERHANG 1'-6" FRAMING OVERHANG 12 5 12 5 WD CEILING 1/2" PTD GYP BD WALL—TYP 1'-6" FRAMING OVERHANG 1'-0" FRAMING OVERHANG 12 5 12 5 MECH CHASE living m bath kitchen back porch kicthen bath 2 T H D H " 2 - ' 7 T H L P " 2 / 1 0 - ' 8 GROUND FF ELEV 622'-6" T H L P " 2 / 1 0 - ' 8 T H D H " 2 - ' 7 T H G L C " 0 - ' 8 T H D H " 0 - ' 8 T H L P " 2 / 1 0 - ' 8 GROUND FF ELEV 622'-6" T H L P " 9 - ' 7 E G A R O T S T H G L C " 5 - ' 8 'BERRIDGE' 'CEE-LOCK' OR APPROVED EQ. SNAP-LOCK GALVALUME MTL ROOFING OVER 2 LAYERS 30-LB. FELTS ON ROOF DECKING PER STRUCTURAL WD CEILING 1/2" PTD GYP BD WALL—TYP 1'-6" FRAMING OVERHANG T H D H " 0 - ' 8 T H L P " 2 / 1 0 - ' 8 GROUND FF ELEV 622'-6" 12 6 12 6 bath 4 T H D H " 2 / 1 8 - ' 6 " 4 - ' 2 T H D H bath 3 T H D H " 8 - ' 6 12 6 12 6 'BERRIDGE' 'CEE-LOCK' OR APPROVED EQ. SNAP-LOCK GALVALUME MTL ROOFING OVER 2 LAYERS 30-LB. FELTS ON ROOF DECKING PER STRUCTURAL 2'-0" FRAMING OVERHANG 1/2" PTD GYP BD WALL + 5/8" AT CLG T H L P " 2 / 1 0 - ' 8 DASHED LINE OF OUTSIDE STAIR STRINGER CONCEALED IN WALL BEYOND + BEFORE bedroom 4 2'-0" FRAMING OVERHANG 1/2" PTD GYP BD WALL + 5/8" AT CLG UPPER FF ELEV T H L P " 0 - ' 6 T H L P " 2 / 1 0 - ' 8 GROUND FF ELEV 622'-6" 1/2" PTD GYP BD WALL + 5/8" AT CLG bedroom 3 " 0 - ' 3 2'-0" living T H D H " 8 - ' 6 'BERRIDGE' 'CEE-LOCK' OR APPROVED EQ. SNAP-LOCK GALVALUME MTL ROOFING OVER 2 LAYERS 30-LB. FELTS ON ROOF DECKING PER STRUCTURAL CENTER VERTICALLY+HORIZONTALLY OPENING w/WDW BEYOND; MATCH EXTERIOR WDW IN SIZE + LOCATION 2'-0" FRAMING OVERHANG DASHED LINE OF OUTSIDE STAIR STRINGER CONCEALED IN WALL BEYOND + BEFORE T H L P " 2 / 1 0 - ' 8 DASHED LINE OF WASHER+DRYER elevation notes 1. PROVIDE SHEATHING, WEATHER BARRIER, + EXTERIOR FINISH MATERIAL AS DETAILED ON SHEET A5. 2. INSTALL STANDING SEAM METAL ROOFING THROUGHOUT. 3. VERIFY ROUGH OPENING SIZES OF ALL EXISTING OPENINGS DESIGNATED FOR NEW WDWs/DOORS PRIOR TO ORDERING. WD CEILING 1/2" PTD GYP BD WALL—TYP 1'-6" FRAMING OVERHANG T H L P " 2 / 1 0 - ' 8 " 0 3 < T H L P " 0 - ' 6 T H L P " 2 / 1 0 - ' 8 2'-0" FRAMING OVERHANG UPPER FF ELEV GROUND FF ELEV 622'-6" 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 APR 19, 2022 SA u d a + n o i t i d d a y a w d e e p s + s n o i t a v e l e s n o i t c e s 2 2 0 2 R P A 9 1 : S N O I S I V E R : E T A D x t , n i t s u a | y a w d e e p s 2 0 4 4 C P : 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 a 2.2 east adu elevationscale 1/4"= 1'-0"on 24x36scale 1/8"= 1'-0"on 11x172051525 FTsection through adu stairs, bath 3 + 4 looking westscale 1/4"= 1'-0"on 24x36scale 1/8"= 1'-0"on 11x176section though adu living, bedroom 3 + 4 looking westscale 1/4"= 1'-0"on 24x36scale 1/8"= 1'-0"on 11x177section through kitchen + back porch looking westscale 1/4"= 1'-0"on 24x36scale 1/8"= 1'-0"on 11x175section through dining + m bath looking westscale 1/4"= 1'-0"on 24x36scale 1/8"= 1'-0"on 11x174section through living + bath 2 looking eastscale 1/4"= 1'-0"on 24x36scale 1/8"= 1'-0"on 11x1730515 FTwest (alley) adu elevationscale 1/4"= 1'-0"on 24x36scale 1/8"= 1'-0"on 11x17105101520 FT