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b e u n e v a [E] DRIVEWAY NO CONSTRUCTION ACCESS IN FRONT YARD. TREE PROTECTION NOT REQUIRED [E] SIDEWALK [E] WATER METER [E] CONC + BRICK PATH TO REMAIN DASHED LINE OF TOPOGRAPHY CONTOURS HIGHEST NAT GRADE ZONE 1 HIGHEST NAT GRADE ZONE 1 GAS METER 1 2'-6 " 1 / 2 C R Z " 3 - ' 6 Z R C 4 / 1 23" TREE 25" TREE BRICK PAVER BRICK PAVER 5'-9" 1/4 CRZ 11'-6" 1/2 CRZ ' E " 9 3 3 0 ° 7 2 N " 4 2 . ' 5 7 34'-0" TWO CAR PARKING " 6 - ' 8 Y A W E V R D I 14" TREE 10" TREE [E] HVAC [e] single family 1 story wd frame peir and beam [E] WD PORCH 6'-0" 1/4 CRZ 24" TREE 1 1 2 / 2 ' - 0 C " R Z I E N I L G N D L I U B F R E T P A H C B U S 25'-0" SETBACK 1 site plan Scale: 1/8" = 1'-0" 129'10.2" S 62°54'11" E O H E " 0 - ' 5 K C A B T E S O H E O H E O H E O H E " 0 - ' 8 " 0 - ' 8 20'-0" CONST TRASH/SPOILS 20'-0" MATL STAGING AREA 25'-5 1/2" covered porch ADDITION lots 5,6+7 block 7 9727.5 sq ft WASTEWATER CLEANOUT note [E] DECOMPOSED GRAVEL PATHS NOT SHOWN (NOT CONTRIBUTING TO IMPERVIOUS COVER) " 8 - ' 0 1 1238'0" [E] WD DECK +STAIRS 18" TREE HIGHEST ADJ GRADE ELEVATION " 0 - ' 2 1 AVERAGE ADJ GRADE main room EXISTING office ADDITION 9'-0" [E] HVAC bathroom EXISTING OHE 1238'0" N 63°00'00" W 129'10.34" " 0 - ' 5 K C A B T E S LOWEST ADJ GRADE OHE 1238'0" G N I T S I X E OHE 1238'0" E H O O O H H E E O O H H E E E H O 1238'0" O H E O H E E L B A T R O P T E L I O T E H O E H O 5'-0" SETBACK y e l l a d e v a p E H O ' W " 7 0 3 0 ° 7 2 S " 6 . 9 4 7 ' 72" DIA EXTERIOR METAL SPIRAL STAIR EXISTING E H O E H O E H O E H O index of drawings sheet description sp 1 a 1 a 2 a 3 a 4 a 5 SITE PLAN; PERSPECTIVES; PROJECT NOTES FLOOR PLANS + ROOF PLAN; DOOR + WINDOW SCHEDULES BUILDING ELEVATIONS BUILDING SECTIONS; PLAN DETAILS + INTERIOR ELEVATIONS CONSTRUCTION DETAILS REFLECTED CEILING, LIGHTING, POWER PLANS 1/8"=1'-0" 1/4" = 1'-0" 1/4" = 1'-0" 1/4"=1'-0" + 3/8"=1'-0" 1"=1'-0" + 3"=1'-0" 1/4" = 1'-0" scale AS NOTED AS NOTED AS NOTED AS NOTED NTS AS NOTED AS NOTED AS NOTED AS NOTED AS NOTED [E] OVERHEAD POWER LINE TO [E] ELECTRICAL SERVICE STRUCTURAL NOTES FOUNDATION PLAN + DETAILS CEILING FRAMING PLAN DETAILS FRAMING DETAILS ROOF FRAMING s 0.0 s 1.0 s 2.0 s 3.0 s 3.1 s 4.0 s 5.0 WIND BRACING PLANS + DETAILS s 6.0 s 6.1 s6.2 DETAILS DETAILS DETAILS 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 SA 26 FEB 2024 e d i s b e u n e v a x t a | b e u n e v a b 1 1 4 4 4 2 0 2 B E F 6 2 : S N O I S I V E R : E T A D n a l p e t i s e v i t c e p s r e p s e t o n l a r e n e g A W S : Y B N W A R D R O S E C N E U Q E S , S E U Q N H C E T , S D O H T E M I , S N A E M N O I T C U R T S N O C R O F E L B I S N O P S E R 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 R O , S E R U D E C O R P 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 . N O I T C U R T S 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 r o t c a r t n o c T O N T C E T I H C R A . E T I S B O I J E H T 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 G N M R I F N O C I . E C N A I L P M O C E D O C L A C O L 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 i s o ç n a r f 4 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 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 F O N O I T C U D O R P E R I . 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 B H O R P Y L T C R T S I I 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 standard abbreviations AFF ABOVE FINISH FLOOR ADU ACCESSORY DWELLING UNIT 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 G GAS 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 GWB GYPSUM WALL BOARD HD HT HEAD HEIGHT INSUL INSULATE; INSULATION 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 OHE OVERHEAD ELECTRIC OH OPPOSITE HAND,OVERHEAD 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 U/C UNDERCOUNTER/UNDERCABINET U/G UNDERGROUND W WASHER w/ WITH WD WOOD W/D WASHER/DRYER WDW WINDOW WH WATER HEATER W/R WATER RESISTANT WWM WELDED WIRE MESH 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 SIM, 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. street perspective 2 east (alley) perspective 3 010203040 FTSET JAMB FLUSH TO ADJ WALL 7 a4 11 a4 C 4" 1 2" HB WD COL TO SUPPORT SECOND WD COL TO SUPPORT SECOND STORY ADDITION STORY ADDITION SET JAMB FLUSH TO ADJ WALL 7 a4 11 a4 4" 12 a4 6" 3 D1 11 a4 4" 12 a4 6" 2 CL D1 DN 6'-2 1/2" 3 a2 25'-5 1/2" CL EQ EQ CLCL 19'-2" CL " 8 - ' 0 1 10 a4 " 4 " 0 - ' 2 1 " 4 C C C 2 a3 4 a2 T F / " 4 / 1 E P O L S covered porch CONCRETE R E D A E H D E L A E C N O C " 0 1 - ' 2 L L A W ] E [ N I R O O D E R U T U F R O F [E] REF office WOOD . D T P ; I G N D I S E V O M E R I R O R E T N I W E N T A B W G 9'-0" 1 a3 " 4 / 1 0 - ' 0 1 A bathroom NIC [E] KITCHEN + W D W ] E [ E V O M E R L L A W H C T A P 2 a2 CL 3'-0" 72" DIA EXTERIOR SPIRAL METAL STAIR " 0 - ' 3 " 0 - ' 3 CL B B B 2 a3 1 a2 1 a3 main room EXISTING PROTECT WD FLOORS DURING CONSTRUCTION NOTE: PROTECT [E] BATHROOM + KITCHEN WHEN NEW BEAMS INSTALLED A WD COL TO SUPPORT SECOND STORY ADDITION 3 a2 19'-2" 3 EQUAL SPACES S E C A P S L A U Q E 3 upper porch ADDITION HB " 2 / 1 3 4 S E C A P S L A U Q E 2 office 2 WD FLOOR ATTIC STAIR main room WOOD FLOOR 9'-0" 5'-0" MECH CHASE " 2 / 1 3 E M O R F T E S F F O " 6 R O O L F D N U O R G 4 6 7 a3 5 5 6 bathroom 2 TILE " 2 / 1 1 1 - ' 2 " 8 - ' 2 " 2 / 1 3 - ' 1 " 2 / 1 4 - ' 7 19'-6" D1 10 a4 " 4 " 0 - ' 2 1 " 4 D1 D1 " 8 - ' 0 1 " 4 / 1 6 - ' 9 2 a3 4 a2 1 a3 " 2 / 1 2 - ' 7 CL CL N O S W D W F O K N A B R E T N E C " 4 " 4 " 4 D2 D2 D2 D2 " 8 - ' 0 1 S W D W F O K N A B R L F D N U O R G N O 10 a4 TYP " 4 / 1 6 - ' 1 2 M R O F T E S F F O " 6 R O O L F D N U O R G 6" OFFSET FROM GROUND FLOOR 2 a3 1 a2 1 a3 door schedule KEY WIDTH 1 2 3 4 5 6 3'0" 6'0" 3'0" 2'6" 2'6" 2'4" HEIGHT 6'8" 6'8" 6'8" 6'8" 6'8" 7'0" TYPE Swing Simple Swing Bi-part Swing Simple Swing Simple Swing Simple Swing Simple TYPE A B A C C D LEAF THICKNESS Glass Glass Glass Panel Panel Glass 1 3/4" 1 3/4" 1 3/4" 1 3/8" 1 3/8" 3/8" MFR. MARVIN MARVIN MARVIN TRUSTILE TRUSTILE CUSTOM MODEL ELEVATE ELEVATE ELEVATE TS1000-SS-C TS1000-SS-C — MAT'L. WOOD INT / ULTREX EXT WOOD INT / ULTREX EXT WOOD INT / ULTREX EXT COMP. COMP. GLASS FINISH PTD INT/WHITE EXT PTD INT/WHITE EXT PTD INT/WHITE EXT PTD. PTD. TEMPERED 1 1 1 2,3 2,3 4 HARDWARE NOTES TEMPERED GLASS SHOWER DOOR door hardware 1 MFR HARDWARE + WEATHERSTRIPPING 2 LEVER-STYLE PRIVACY SET 3 DOOR STOP 4 SHOWER DOOR HANDLE HINGE door types " 8 - ' 6 " 8 - ' 6 " 8 - ' 6 " 0 - ' 8 2 3 4 5 4 1 window schedule KEY A B C D1 D2 E UNIT WIDTH UNIT HEIGHT HEAD HT. AFF 2'0" 4'0" 5'6" 4'6" 4'6" 6'0" 8'0" 8'0" 10'0" 6'9" 6'0" 12'0" 2'11" 2'11" 3'0" 3'0" 3'0" 3'0" TYPE Horizontal Slider Casement Casement Casement Casement Fixed Glass MFR. MARVIN MARVIN MARVIN MARVIN MARVIN MARVIN MODEL ESSENTIAL ESSENTIAL ESSENTIAL ESSENTIAL ESSENTIAL ESSENTIAL FINISH QTY. NOTES REPLACE [E], SAME SIZE (VERIFY) REPLACE [E], SAME WIDTH (VERIFY) window notes 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 window types " 0 - ' 2 TYPE A 2'-11" 2'-11" 3'-0" 3'-0" 3'-0" 3'-0" " 0 - ' 4 TYPE B " 6 - ' 5 TYPE C " 6 - ' 4 " 6 - ' 4 TYPE D1 TYPE D2 " 0 - ' 6 TYPE E 2 a2 " 6 - ' 1 G N A H R E V O G N M A R F I 2 1 : 6 2 a2 3 a2 6:12 6:12 " 6 - ' 1 G N A H R E V O G N M A R F I PTD WOOD PERGOLA w/ 2x8 JOIST METAL ROOF: 'BERRIDGE' 'CEE-LOCK' OR APPROVED EQ. SNAP-LOCK GALVALUME MTL ROOFING OVER 2 LAYERS 30-LB. FELTS ON ROOF DECKING PER STRUCTURAL 6" HALF-ROUND GALVALUME GUTTER TO MATCH ROOFING; LOCATE D.S. AWAY FROM WDWs + SIGNIFICANT ARCH FEATURES DASHED LINES OF EXT FRAME WALLS BELOW 1'-6" FRAMING OVERHANG 2 1 : 6 1 a2 RIDGE CAP 1 a4 plan notes 2. 3. 1. WALLS: EXTERIOR WALL FINISH TO BE PTD. LAPPED FIBER CMT SIDING OVER 2 LAYERS BITUMINOUS FELT. ALL EXTERIOR WALLS TO BE 2x4, UNO. SOFFITS: ALL SOFFITS TO BE PAINTED SMOOTH FIBER CEMENT PANEL. NO PLASTIC H-STRIPS AT SEAMS; BUTT ALL PANELS TIGHTLY AND CAULK. NOTE BATTENS 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. FOUNDATION: CONCRETE SLAB ON GRADE PER STRUCTURAL. CLOSETS: TRIM CARPENTRY. SHELVING PRIMED AND PAINTED. METAL CLOSET RODS SOCKETS AND INTERMEDIATE BRACES. 4. 5. 6. ALL DIMENSIONS TO FACE OF FRAME U.N.O. ALL WINDOW + 7. 8. 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. TYPE A TYPE B TYPE C TYPE D DASHED LINE OF AHU IN ATTIC 4 a2 2 1 : 6 6:12 1'-6" FRAMING OVERHANG DS 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 SA 26 FEB 2024 e d i s b e u n e v a x t a | b e u n e v a b 1 1 4 4 4 2 0 2 B E F 6 2 : S N O I S I V E R : E T A D s n a l p f o o r + r o o l f A W S + L F : Y B N W A R D R O S E C N E U Q E S , S E U Q N H C E T , S D O H T E M I , S N A E M N O I T C U R T S N O C R O F E L B I S N O P S E R 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 R O , S E R U D E C O R P 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 . N O I T C U R T S 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 r o t c a r t n o c T O N T C E T I H C R A . E T I S B O I J E H T 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 G N M R I F N O C I . E C N A I L P M O C E D O C L A C O L 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 i s o ç n a r f 4 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 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 F O N O I T C U D O R P E R I . 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 B H O R P Y L T C R T S I I 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 1 roof planScale: 1/4" = 1'-0"3051015 FTground floor planScale: 1/4" = 1'-0"1051015 FTupper floor planScale: 1/4" = 1'-0"2051015 FTMETAL ROOF: 'BERRIDGE' 'CEE-LOCK' OR APPROVED EQ. SNAP-LOCK GALVALUME MTL ROOFING OVER 2 LAYERS 30-LB. FELTS ON ROOF DECKING PER STRUCTURAL PTD WOOD PERGOLA w/ 2x8 JOIST 6" HALF-ROUND GUTTER TO MATCH ROOFING; LOCATE D.S. AWAY FROM WINDOWS + SIGNIFICANT ARCH. FEATURES NEW SIDING TO MATCH [E] 1 a4 1'-6" FRAMING OVERHANG F F A T H D H " 0 - ' 6 UPPER FF ELEV 6" OFFSET " 2 / 1 6 - ' 1 1 GROUND FF ELEV 0'-0" 5 a4 8 a4 5 a4 8 a4 10 a4 6 6 a4 a4 9 a4 " 6 " 0 - ' 3 " 1 - ' 1 1 SCHEDULED WDW ALUMINIUM GUARD w/CABLES + WD TOP RAIL 5" CYLINDER LIGHT FIXTURE PTD WD COL PREP [E] SIDING TO BE REPAINTED 6 a4 72" DIA EXTERIOR METAL SPIRAL STAIR T H L P M O N " 8 / 1 1 - ' 0 1 " 2 / 1 6 - ' 1 1 UPPER FF ELEV GROUND FF ELEV GROUND FF ELEV 0'-0" 0'-0" east (alley) elevation 1 Scale: 1/4" = 1'-0" south (right) elevation 2 Scale: 1/4" = 1'-0" 1 a4 METAL ROOF: 'BERRIDGE' 'CEE-LOCK' OR APPROVED EQ. SNAP-LOCK GALVALUME MTL ROOFING OVER 2 LAYERS 30-LB. FELTS ON ROOF DECKING PER STRUCTURAL 6" OFFSET 6" HALF-ROUND GUTTER TO MATCH ROOFING; LOCATE D.S. AWAY FROM WINDOWS + SIGNIFICANT ARCH. FEATURES NEW SIDING TO MATCH [E] PREP [E] SIDING TO BE REPAINTED 1'-6" 5 a4 ALIGN 6 a4 11 a4 8 a4 12 a4 ALIGN 11 a4 9 a4 CL T H E C N O C S " 0 - ' 6 " 6 " 0 - ' 3 " 1 - ' 1 1 1 a1 1'-6" 7 a4 7 a4 T H L P M O N " 2 / 1 3 - ' 1 2 12 a4 12 a4 72" DIA EXTERIOR METAL SPIRAL STAIR GROUND FF ELEV 0'-0" 3 north (left) elevation Scale: 1/4" = 1'-0" METAL ROOF: 'BERRIDGE' 'CEE-LOCK' OR APPROVED EQ. SNAP-LOCK GALVALUME MTL ROOFING OVER 2 LAYERS 30-LB. FELTS ON ROOF DECKING PER STRUCTURAL PTD WOOD PERGOLA w/ 2x8 JOIST 6" HALF-ROUND GUTTER TO MATCH ROOFING; LOCATE D.S. AWAY FROM WINDOWS + SIGNIFICANT ARCH. FEATURES NEW SIDING TO MATCH [E] PTD WOOD PERGOLA w/ 2x8 JOIST SCHEDULED WDW ALUMINIUM GUARD w/CABLES + WD TOP RAIL PTD WD COL PREP [E] SIDING TO BE REPAINTED ALUMINIUM GUARD w/CABLES + WD TOP RAIL 5" CYLINDER LIGHT FIXTURE UPPER FF ELEV " 6 " 0 - ' 3 " 2 / 1 0 - ' 1 1 " 2 / 1 6 - ' 1 1 5" CYLINDER LIGHT FIXTURE PTD WD COL 72" DIA EXTERIOR METAL SPIRAL STAIR 1'-6" 5 a4 6 a4 F F A T H D H " 4 / 1 7 - ' 6 8 a4 6" OFFSET 7 a4 " 6 7 a4 F F A T H D H " 4 / 3 8 - ' 6 6 a4 6 a4 5 a4 8 a4 5 a4 8 a4 11 a4 F F A T H D H " 0 - ' 0 1 GROUND FF ELEV 0'-0" west (front) elevation 4 Scale: 1/4" = 1'-0" METAL ROOF: 'BERRIDGE' 'CEE-LOCK' OR APPROVED EQ. SNAP-LOCK GALVALUME MTL ROOFING OVER 2 LAYERS 30-LB. FELTS ON ROOF DECKING PER STRUCTURAL SCHEDULED WDW 6" HALF-ROUND GUTTER TO MATCH ROOFING; LOCATE D.S. AWAY FROM WINDOWS + SIGNIFICANT ARCH. FEATURES NEW SIDING TO MATCH [E] PREP [E] SIDING TO BE REPAINTED PTD WD COL elevation notes 1. PROVIDE SHEATHING, WEATHER BARRIER, + EXTERIOR FINISH 2. MATERIAL AS DETAILED ON SHEET A5. INSTALL COMPOSITION SHINGLE. ADD-ALTERNATE:ROOFING.STANDING SEAM METAL ROOFING 3. 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