3 - 1108 W 9th St - Drawings — original pdf

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DEMO EXIST. WOOD PRIVACY FENCE CUT BACK EXISTING FLATWORK FOR NEW STONE WALL DEMO EXIST. CONC. STOOP DEMO EXIST. GARAGE ROOF DEMO EXIST. WOOD PRIVACY FENCE DEMO EXIST. STONE STOOP DEMO STEPPING STONES 6'- 2 3 /8 " 1 R EXISTING DRIVE STRIPS TO REMAIN A/C A/C A/C K C A B T E S D R A Y E D S 5 I ' SHEET IS FORMATTED TO 24" X 36". SCALES ARE ONE HALF OF NOTED WHEN PRINTED TO 12" X 18". 15' ALLEY EXIST. CONC. PARKING PAD UNDERGROUND SERVICE FROM POLE TO EM 10' REAR YARD SETBACK LOT 19 BLK.7 LOT 20 BLK.7 LINE OF EXIST. 2ND STORY ABOVE, SEE DEMO FLOOR PLAN. EXIST. ONE STORY WOOD FRAME GARAGE F.F.= 107.7' EXIST. CONC. PAD | || | || | | | | CUT BACK EXISTING FLATWORK FOR NEW STONE WALL || || || || LOT 21 BLK.7 EXIST. TWO STORY WOOD FRAME GUEST HOUSE F.F.= 106.7' I P U Q E L O O P DEMO EXIST. STONE RETAINING WALL EXIST. POOL EXIST. THREE STORY HISTORIC STONE RESIDENCE F.F.= 107.7' UP EXIST. COVERED PORCH R 9'-6" UP 25' FRONT YARD SETBACK R 9'-6" DEMO EXIST. SIDEWALK DEMO EXIST. CONC. APRON TEMPORARY BENCHMARK: TRIANGLE CUT ON CURB. ASSUMED ELEV. = 100.0' DEMO SITE PLAN 1 W. 9TH STREET (60' R.O.W.) SHEET IS FORMATTED TO 24" X 36". SCALES ARE ONE HALF OF NOTED WHEN PRINTED TO 12" X 18". UP SCALE: 3/32" = 1'-0" PLAN NORTH T RU E NO R TH EXIST. CONC. STEPS TO REMAIN UP UP LEGAL DESCRIPTION LOT 19&20 & W 4 FT OF LOT 21 BLK 7 OLT 5 DIV Z SILLIMAN SUBD E 46 FT OF LOT 21 BLK 7 OLT 5 DIV Z SILLIMAN SUBD ZONING MF-4-H-HD-NP & MF-4-HD-NP LOT SIZE 22,551 SF TREE SCHEDULE TREE # SIZE/TYPE T294 32.4" OAK T295 19" MAGNOLIA T296 19" ELM T297 9" MAGNOLIA T298 10" OAK T299 11.8" OAK T300 10.2" OAK T301 9.2" OAK T302 11.2" OAK T303 10.4" OAK 1. 2. 3. 4. 7. 8. 9. 10. 11. PROTECTED TREE NOTES: DRIP LINE CALCULATION 1'-0" PER 0'-1" OF TRUNK ALL TREES & NATURAL AREAS SHOWN ON PLAN TO BE PROTECTED DURING CONSTRUCTION WITH TEMPORARY FENCING. FENCING SHALL BE ERECTED ACCORDING TO CITY OF AUSTIN STANDARDS OF TREE PROTECTION. CONTRACTOR RESPONSIBLE FOR PERMIT APPROVAL FOR REMOVAL OF TREES WITH A DIAMETER OF 19" OR MORE. ALL EXCAVATION UNDER TREE DRIP LINE TO BE DONE BY HAND. CUT NO ROOTS WITHOUT ARBORIST CONSULTATION. 5. ALL NECESSARY PRUNING BY CERTIFIED ARBORIST. 6. 2X4 PLANKS REQUIRED AT TRUNKS WHERE 1/2 CRZ IS NOT FENCED COMPLETELY PROVIDE 8" OF MULCH AT EXPOSED CRZ TRENCHING WITHIN 1/2 CRZ TO BE AVOIDED. IF REQ'D, CERTIFIED ARBORIST TO AIRSPADE FOR TOP 30" TO AVOID CUTTING ROOTS 1 1/2" OR GREATER TREE FENCING TO BE MOVABLE 6' TALL CHAINLINK WRAP CONNECTIONS OF CONCRETE LINE PUMP WITH PLASTIC TO PREVENT CONCRETE SLURRY FROM LEACHING INTO GROUND AND NEAR ROOTS OF TREES. IF HEAVY EQUIPMENT WILL BE ROLLING OVER ANY AREA OF THE FULL CRZ OF PROTECTED TREEES, PROVIDE 3/4" PLYWOOD OVER 2X4 LUMBER OVER 12" LAYER OF MULCH TO BRIDGE OVER THE ROOTS AND PREVENT SOIL/ROOT COMPACTION. AFTER CONSTRUCTION IS COMPLETED, SPREAD MULCH AROUND SITE TO LEAVE A MAX LAYER OF 3" WITHIN ROOT ZONES. SITE PLAN NOTES: 1. 2. 3. 4. 5. 6. 7. 8. PERFORM ALL WORK IN ACCORDANCE WITH THE CITY OF AUSTIN CODES, REGULATIONS & ORDINANCES. SITE PLAN IS DRAWN FROM INFORMATION ON SURVEY PROVIDED BY OWNER. CONTRACTOR RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS. CIVIL ENGINEERING BY OTHERS. TAKE PRECAUTIONS TO MAINTAIN ALL EXISTING UTILITY SERVICES. TAKE MEASURES TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. LANDSCAPING BY OTHERS (N.I.C.) PROVIDE PVC PIPE SLEEVES BENEATH ALL PAVED SURFACES TO ACCOMMODATE LANDSCAPE LIGHTING, IRRIGATION & DRAINAGE. TREE LEGEND CRZ 1 / 2 CRZ 1 / 4 CRZ s r o i r e t n i + e r u t c e t i h c r a m o c . k c i r t a p l i k t t e p p u c 0 2 8 0 . 0 5 4 . 2 1 5 R E T R A C . R . J & E N N A T E E R T S H T 9 . W 8 0 1 1 3 0 7 8 7 X T , N I T S U A T C E J O R P 2 2 . 8 0 . 6 0 E U S S I T I M R E P 4 8 4 1 1 # P P U ETT, AIA Y D. C OTH N. TIM O E R E R H A E P P E ATE A D D N E A R ATU N AL, SIG CT'S S HITE C R S A S NLE S, U E S O P R U N P CTIO U STR N O R C MIT O R E G P DIN R BID O OT F W. N VIE E RIM R R INTE S. THIS IS F ATIO CIFIC D S N S A G WIN A R OTH D F B SIST O N O S C G WIN A R N D CTIO U STR N O C E P O N 2 2 0 2 C PROTECTED TREE 19" DIA. MIN. REMOVE TREE 0 0 1 . P B N A L P E T I S K C A B T E S D R A Y E D S 5 I ' DEMO STONE POOL COPING DEMO EXIST. STONE SITE WALL, STEPS, AND PATIO RELOCATE GAS METER LEGEND ( ) // X = 1/2" REBAR FOUND = CAPPED REBAR SET = 60D NAIL SET = CALCULATED PROPERTY CORNER = RECORD PER PLAT = WOOD FENCE = METAL FENCE = POWER POLE = CONTROL MONUMENT = RIGHT OF WAY = PUBLIC UTILITY EASEMENT = DRAINAGE EASEMENT = BUILDING LINE = GAS METER = ELECTRIC METER CM ROW PUE DE BL G/M E/M W/M = WATER METER 0/H = OVERHEAD UTILITY LINE C/O = CLEAN OUT = DEMO FLATWORK = DEMO STRUCTURE = EXISTING TO REMAIN EDGE OF ASPHALT LEGAL DESCRIPTION LOT 19&20 & W 4 FT OF LOT 21 BLK 7 OLT 5 DIV Z SILLIMAN SUBD E 46 FT OF LOT 21 BLK 7 OLT 5 DIV Z SILLIMAN SUBD 104.6' 105' | || | || | | | | || || || || NEW GATE EXISTING PRIVACY FENCE || || 108.5' TENT 4 HIGH PT " 8 - 6 ' I N O S N A M C M 4 T N E T I T N O P H G H I ' 5 . 8 0 1 = 108.4' TENT 3 HIGH PT | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | A/C A/C A/C K C A B T E S D R A Y E D S 5 I ' | | || || 106.0' TENT 1 HIGH PT D U M P S T E R NEW STONE PAVERS FLUSH W/ FLATWORK " ' 0 - 0 4 3 T N E T N O S N A M C M I ' 4 . 8 0 1 = T N O P H G H I I 107.2' TENT 2 HIGH PT NEW PRIVACY FENCE " ' 0 - 0 4 2 T N E T N O S N A M C M I ' 2 . 7 0 1 = T N O P H G H I I NEW MOTORCOURT PAVERS GEOGRID STABILIZED TURF GRASS 2X4 PLANKS 8" MULCH IN EXPOSED CRZ EXISTING DRIVE STRIPS TERMINATE EXISTING STONE SITE WALL TO GRADE " ' 0 - 0 4 1 T N E T N O S N A M C M I ' 0 . 6 0 1 = T N O P H G H I I E N I L Y T R E P O R P T N O R F O T L E L L A R A P I E N I L G N D L I U B N O S N A M C M I " ' 3 - 3 2 ACCESS ROUTE SHEET IS FORMATTED TO 24" X 36". SCALES ARE ONE HALF OF NOTED WHEN PRINTED TO 12" X 18". 15' ALLEY EXIST AUTO GATE TO REMAIN UNDERGROUND SERVICE FROM POLE TO EM 10' REAR YARD SETBACK MATERIAL / SPOILS STORAGE AREA NEW 6' TALL STONE PRIVACY FENCE 108.3' HIGH PT. ADJ. GRADE P U E P O L S LOT 19 BLK.7 LOT 20 BLK.7 RENOVATE EXIST. ONE STORY WOOD FRAME GARAGE F.F.= 107.7' A.A.G.= 106.4' 107.58' NEW COVERED PORCH SECOND STORY ABOVE NEW TWO STORY ADDITION F.F.= 107.7' A.A.G.= 106.4' REPAIR EXISTING THREE STORY HISTORIC STONE RESIDENCE F.F.= 107.7' A.A.G.= 106.4' LOT 21 BLK.7 RENOVATE EXIST. TWO STORY WOOD FRAME GUEST HOUSE F.F.= 106.7' A.A.G.= 106.4' I P U Q E L O O P E P O L S UP 106.58' NEW ONE STORY SCREENED PORCH E P O L S 106.46' AWNING ABV WOOD STEPS UP NEW STEEL ARBOR & WOOD DECK WALK ±106.7' EXIST. POOL 105' UP 107.58' ROOF OVHNG ABV TYP 105.2' X X R16'-2 3/8" 104.5' UP EXIST. COVERED PORCH X X X MCMANSION BUILDING LINE UP 25' FRONT YARD SETBACK R9'-6" X X X TREE FENCING 8" MULCH IN EXPOSED CRZ TREE FENCING 8" MULCH IN EXPOSED CRZ X X X X X X X REPAIR EXISTING STEPS CONC. WASHOUT PAINT WASHOUT PORT. TOILET K C A B T E S D R A Y E D S 5 I ' NEW STONE COPING @ EXISTING POOL NEW LOW STONE RETAINING WALL W/ IRON POOL FENCE X X X X X X 104.0' LEGEND X X X X X X X X X LOW PT. ADJ. GRADE X 104.5' X X X X X R 9'-6" X X UP X X NEW DRIVEWAY APRON REPAIR EXISTING STEPS TEMPORARY BENCHMARK: TRIANGLE CUT ON CURB. ASSUMED ELEV. = 100.0' ACCESS ROUTE UP UP SITE PLAN 1 W. 9TH STREET (60' R.O.W.) NEW SIDEWALK REPAIR EXISTING STEPS UP SCALE: 3/32" = 1'-0" PLAN NORTH T RU E NO R TH SHEET IS FORMATTED TO 24" X 36". SCALES ARE ONE HALF OF NOTED WHEN PRINTED TO 12" X 18". ( ) // X = 1/2" REBAR FOUND = CAPPED REBAR SET = 60D NAIL SET = CALCULATED PROPERTY CORNER = RECORD PER PLAT = WOOD FENCE = METAL FENCE = POWER POLE = CONTROL MONUMENT = RIGHT OF WAY = PUBLIC UTILITY EASEMENT = DRAINAGE EASEMENT = BUILDING LINE = GAS METER = ELECTRIC METER CM ROW PUE DE BL G/M E/M W/M = WATER METER 0/H = OVERHEAD UTILITY LINE C/0 = CLEAN OUT = RENOVATION/RESTORATION = NEW CONSTRUCTION = STONE ON REINFORCED CONCRETE SLAB/FOOTING ZONING MF-4-H-HD-NP & MF-4-HD-NP LOT SIZE 22,551 SF TREE SCHEDULE TREE # SIZE/TYPE CRZ AREA T294 32.4" OAK 3,298 SF T295 19" MAGNOLIA 1,134 SF T296 19" ELM 1,134 SF T297 9" MAGNOLIA N/P T298 10" OAK T299 11.8" OAK T300 10.2" OAK T301 9.2" OAK T302 11.2" OAK T303 10.4" OAK N/P N/P N/P N/P 1. 2. 3. 4. 7. 8. 9. 10. 11. PROTECTED TREE NOTES: DRIP LINE CALCULATION 1'-0" PER 0'-1" OF TRUNK ALL TREES & NATURAL AREAS SHOWN ON PLAN TO BE PROTECTED DURING CONSTRUCTION WITH TEMPORARY FENCING. FENCING SHALL BE ERECTED ACCORDING TO CITY OF AUSTIN STANDARDS OF TREE PROTECTION. CONTRACTOR RESPONSIBLE FOR PERMIT APPROVAL FOR REMOVAL OF TREES WITH A DIAMETER OF 19" OR MORE. ALL EXCAVATION UNDER TREE DRIP LINE TO BE DONE BY HAND. CUT NO ROOTS WITHOUT ARBORIST CONSULTATION. 5. ALL NECESSARY PRUNING BY CERTIFIED ARBORIST. 6. 2X4 PLANKS REQUIRED AT TRUNKS WHERE 1/2 CRZ IS NOT FENCED COMPLETELY PROVIDE 8" OF MULCH AT EXPOSED CRZ TRENCHING WITHIN 1/2 CRZ TO BE AVOIDED. IF REQ'D, CERTIFIED ARBORIST TO AIRSPADE FOR TOP 30" TO AVOID CUTTING ROOTS 1 1/2" OR GREATER TREE FENCING TO BE MOVABLE 6' TALL CHAINLINK WRAP CONNECTIONS OF CONCRETE LINE PUMP WITH PLASTIC TO PREVENT CONCRETE SLURRY FROM LEACHING INTO GROUND AND NEAR ROOTS OF TREES. IF HEAVY EQUIPMENT WILL BE ROLLING OVER ANY AREA OF THE FULL CRZ OF PROTECTED TREEES, PROVIDE 3/4" PLYWOOD OVER 2X4 LUMBER OVER 12" LAYER OF MULCH TO BRIDGE OVER THE ROOTS AND PREVENT SOIL/ROOT COMPACTION. AFTER CONSTRUCTION IS COMPLETED, SPREAD MULCH AROUND SITE TO LEAVE A MAX LAYER OF 3" WITHIN ROOT ZONES. SITE PLAN NOTES: 1. 2. 3. 4. 5. 6. 7. 8. PERFORM ALL WORK IN ACCORDANCE WITH THE CITY OF AUSTIN CODES, REGULATIONS & ORDINANCES. SITE PLAN IS DRAWN FROM INFORMATION ON SURVEY PROVIDED BY OWNER. CONTRACTOR RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS. CIVIL ENGINEERING BY OTHERS. TAKE PRECAUTIONS TO MAINTAIN ALL EXISTING UTILITY SERVICES. TAKE MEASURES TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. LANDSCAPING BY OTHERS (N.I.C.) PROVIDE PVC PIPE SLEEVES BENEATH ALL PAVED SURFACES TO ACCOMMODATE LANDSCAPE LIGHTING, IRRIGATION & DRAINAGE. TREE LEGEND CRZ 1 / 2 CRZ 1 / 4 CRZ s r o i r e t n i + e r u t c e t i h c r a m o c . k c i r t a p l i k t t e p p u c 0 2 8 0 . 0 5 4 . 2 1 5 R E T R A C . R . J & E N N A T E E R T S H T 9 . W 8 0 1 1 3 0 7 8 7 X T , N I T S U A T C E J O R P 2 2 . 8 0 . 6 0 E U S S I T I M R E P 4 8 4 1 1 # P P U ETT, AIA Y D. C OTH N. TIM O E R E R H A E P P E ATE A D D N E A R ATU N AL, SIG CT'S S HITE C R S A S NLE S, U E S O P R U N P CTIO U STR N O R C MIT O R E G P DIN R BID O OT F W. N VIE E RIM R R INTE S. THIS IS F ATIO CIFIC D S N S A G WIN A R OTH D F B SIST O N O S C G WIN A R N D CTIO U STR N O C E P O N 2 2 0 2 C PROTECTED TREE 19" DIA. MIN. REMOVE TREE 1 0 1 . P B N A L P E T I S SHEET IS FORMATTED TO 24" X 36". SCALES ARE ONE HALF OF NOTED WHEN PRINTED TO 12" X 18". GUEST BATH GUEST CLOSET GUEST BED GARAGE OFFICE GARAGE OFFICE BATH W D UTILITY OUTDOOR KITCHEN SCREEN PORCH GARAGE BATH UP GARAGE GARAGE OFFICE PANTRY KITCHEN SITTING ROOM DEMO EXIST. STONE COPING POWDER FAMILY ROOM EXISTING POOL DINING UP MORNING ROOM CAREFULLY REMOVE EXISTING WINDOW AND INSTALL AT RESTORED OPENING DEMO PLAN KEY: TO BE DEMOLISHED EXISTING WALL TO REMAIN DEMOLITION NOTES: - - - - TAKE PRECAUTION TO PROTECT EXISTING STRUCTURE. TEMP. SHORING AS REQ'D BY OTHERS. TAKE PRECAUTION TO MAINTAIN UTILITIES. RECYCLE MATERIAL WHERE POSSIBLE. DRAWINGS INDICATE EXISTING CONDITIONS TO THE EXTENT THEY ARE VISIBLE, REPORT DISCREPANCIES AND/0R DISCOVERIES TO ARCHITECT. UP RESTORE WINDOW OPENING PORCH UP SHEET IS FORMATTED TO 24" X 36". SCALES ARE ONE HALF OF NOTED WHEN PRINTED TO 12" X 18". FIRST FLOOR DEMO PLAN SCALE: 3/16" = 1'-0" PLAN NORTH T R U E N O R T H 1 s r o i r e t n i + e r u t c e t i h c r a m o c . k c i r t a p l i k t t e p p u c 0 2 8 0 . 0 5 4 . 2 1 5 4 8 4 1 1 # P P U ETT, AIA Y D. C OTH N. TIM O E R E R H A E P P E ATE A D D N E A R ATU N AL, SIG CT'S S HITE C R S A S NLE S, U E S O P R U N P CTIO U STR N O R C MIT O R E G P DIN R BID O OT F W. N VIE E RIM R R INTE S. THIS IS F ATIO CIFIC D S N S A G WIN A R OTH D F B SIST O N O S C G WIN A R N D CTIO U STR N O C E P O N 2 2 0 2 C R E T R A C . R . J (cid:9) E N N A T E E R T S H T (cid:28) . W 8 0 1 1 3 0 (cid:26) 8 (cid:26) X T , N I T S U A T C E J O R P 2 2 . 8 0 . 6 0 E U S S I T I M R E P 0 0 2 . P B N A L P O M E D SHEET IS FORMATTED TO 24" X 36". SCALES ARE ONE HALF OF NOTED WHEN PRINTED TO 12" X 18". DEMO ROOF STRUCTURE TO TOP PLATE OF EXISTING GARAGE DEMO STRUCTURE TO FOUNDATION MASTER BATH CLOSET MASTER BEDROOM CLOSET DN UP OFFICE NON-ACCESSIBLE PORCH ROOF DN STUDIO APT s r o i r e t n i + e r u t c e t i h c r a m o c . k c i r t a p l i k t t e p p u c 0 2 8 0 . 0 5 4 . 2 1 5 4 8 4 1 1 # P P U ETT, AIA Y D. C OTH N. TIM O E R E R H A E P P E ATE A D D N E A R ATU N AL, SIG CT'S S HITE C R S A S NLE S, U E S O P R U N P CTIO U STR N O R C MIT O R E G P DIN R BID O OT F W. N VIE E RIM R R INTE S. THIS IS F ATIO CIFIC D S N S A G WIN A R OTH D F B SIST O N O S C G WIN A R N D CTIO U STR N O C E P O N 2 2 0 2 C R E T R A C . R . J (cid:9) E N N A T E E R T S H T (cid:28) . W 8 0 1 1 3 0 (cid:26) 8 (cid:26) X T , N I T S U A T C E J O R P 2 2 . 8 0 . 6 0 E U S S I T I M R E P 1 0 2 . P B N A L P O M E D DEMO PLAN KEY: TO BE DEMOLISHED EXISTING WALL TO REMAIN DEMOLITION NOTES: - - - - TAKE PRECAUTION TO PROTECT EXISTING STRUCTURE. TEMP. SHORING AS REQ'D BY OTHERS. TAKE PRECAUTION TO MAINTAIN UTILITIES. RECYCLE MATERIAL WHERE POSSIBLE. DRAWINGS INDICATE EXISTING CONDITIONS TO THE EXTENT THEY ARE VISIBLE, REPORT DISCREPANCIES AND/0R DISCOVERIES TO ARCHITECT. SHEET IS FORMATTED TO 24" X 36". SCALES ARE ONE HALF OF NOTED WHEN PRINTED TO 12" X 18". SECOND FLOOR DEMO PLAN SCALE: 3/16" = 1'-0" PLAN NORTH T R U E N O R T H 1 SHEET IS FORMATTED TO 24" X 36". SCALES ARE ONE HALF OF NOTED WHEN PRINTED TO 12" X 18". DEMO EAVE / OVERHANG DEMO ROOF STRUCTURE TO TOP PLATE OF EXISTING GARAGE DEMO STRUCTURE TO FOUNDATION DEMO PORTION OF EAVE FOR ELEVATOR ACCESS GUEST BATH DN DN GUEST BED MUSIC OFFICE s r o i r e t n i + e r u t c e t i h c r a m o c . k c i r t a p l i k t t e p p u c 0 2 8 0 . 0 5 4 . 2 1 5 4 8 4 1 1 # P P U ETT, AIA Y D. C OTH N. TIM O E R E R H A E P P E ATE A D D N E A R ATU N AL, SIG CT'S S HITE C R S A S NLE S, U E S O P R U N P CTIO U STR N O R C MIT O R E G P DIN R BID O OT F W. N VIE E RIM R R INTE S. THIS IS F ATIO CIFIC D S N S A G WIN A R OTH D F B SIST O N O S C G WIN A R N D CTIO U STR N O C E P O N 2 2 0 2 C R E T R A C . R . J (cid:9) E N N A T E E R T S H T (cid:28) . W 8 0 1 1 3 0 (cid:26) 8 (cid:26) X T , N I T S U A T C E J O R P 2 2 . 8 0 . 6 0 E U S S I T I M R E P 2 0 2 . P B N A L P O M E D DEMO PLAN KEY: DEMO PLAN KEY: TO BE DEMOLISHED TO BE DEMOLISHED EXISTING WALL TO REMAIN EXISTING WALL TO REMAIN DEMOLITION NOTES: DEMOLITION NOTES: - - - - - - - - TAKE PRECAUTION TO PROTECT EXISTING STRUCTURE. TAKE PRECAUTION TO PROTECT EXISTING STRUCTURE. TEMP. SHORING AS REQ'D BY OTHERS. TEMP. SHORING AS REQ'D BY OTHERS. TAKE PRECAUTION TO MAINTAIN UTILITIES. TAKE PRECAUTION TO MAINTAIN UTILITIES. RECYCLE MATERIAL WHERE POSSIBLE. RECYCLE MATERIAL WHERE POSSIBLE. DRAWINGS INDICATE EXISTING CONDITIONS TO THE DRAWINGS INDICATE EXISTING CONDITIONS TO THE EXTENT THEY ARE VISIBLE, REPORT DISCREPANCIES EXTENT THEY ARE VISIBLE, REPORT DISCREPANCIES AND/0R DISCOVERIES TO ARCHITECT. AND/0R DISCOVERIES TO ARCHITECT. SHEET IS FORMATTED TO 24" X 36". SCALES ARE ONE HALF OF NOTED WHEN PRINTED TO 12" X 18". THIRD FLOOR DEMO PLAN SCALE: 3/16" = 1'-0" PLAN NORTH T R U E N O R T H 1 SHEET IS FORMATTED TO 24" X 36". SCALES ARE ONE HALF OF NOTED WHEN PRINTED TO 12" X 18". 22'-0" VIF 24'-2" VIF 58'-11 1/2" VIF 14'-4 1/2" VIF ±17'-8" 83'-1 1/2" VIF GYM F I V " 0 - 2 2 ' " ' 3 - 2 2 OUTDOOR KITCHEN GUEST BATH GUEST CLOSET GUEST BED P U E P O L S " / 2 1 6 - 7 1 ' " 2 - 5 ' UP UP GARAGE I F V " ' 2 - 8 1 / I F V " 2 1 8 - 1 4 ' I F V " 2 1 / 0 1 - 9 5 ' UTILITY KITCHEN PANTRY OFFICE 24'-2" VIF 23'-1" VIF 47'-3" VIF SPRINKLER NOTES: A FULL RESIDENTIAL SPRINKLER SYSTEM DESIGNED, INSTALLED AND TESTED IN ACCORDANCE WITH THE 2016 NFPA 13D OR THE 2015 IRC P2904 STANDARDS WILL BE INSTALLED. THE PLANS FOR THE SPRINKLER SYSTEM MUST BE DESIGNED AND INSTALLED BY A TEXAS LICENSED SPRINKLER CONTRACTOR FOR NFPA 13D SYSTEMS OR A TEXAS LICENSED PLUMBER WITH THE MULTIPURPOSE RESIDENTIAL FIRE PROTECTION SPRINKLER SPECIALIST (MRFPSS) ENDORSEMENT. THE SPRINKLER PLANS MUST BE SUBMITTED, REVIEWED, APPROVED, TESTED AND INSPECTED BY AFD PRIOR TO COVERING THE WALLS AND CEILINGS. A FLOW TEST OF THE MOST DEMANDING AREA WILL BE REQUIRED. FLOOR PLAN WALL KEY: 5 1/2" WOOD STUDS 3 1/2" WOOD STUDS MASONRY VENEER EXISTING WOOD STUDS MATCH EXISTING WOOD STUDS / I F V " 2 1 9 - 4 ' I F V " 2 - 2 2 ' I F V " 4 - 6 1 ' I F V " 6 - 8 3 ' UP POWDER ELEV. DINING UP UP SHEET IS FORMATTED TO 24" X 36". SCALES ARE ONE HALF OF NOTED WHEN PRINTED TO 12" X 18". UP STEEL ARBOR ELEVATED WALK UP LIVING ROOM UP FAMILY ROOM OFFICE POOL BATH UP SCREENED PORCH EXISTING POOL s r o i r e t n i + e r u t c e t i h c r a m o c . k c i r t a p l i k t t e p p u c 0 2 8 0 . 0 5 4 . 2 1 5 4 8 4 1 1 # P P U ETT, AIA Y D. C OTH N. TIM O E R E R H A E P P E ATE A D D N E A R ATU N AL, SIG CT'S S HITE C R S A S NLE S, U E S O P R U N P CTIO U STR N O R C MIT O R E G P DIN R BID O OT F W. N VIE E RIM R R INTE S. THIS IS F ATIO CIFIC D S N S A G WIN A R OTH D F B SIST O N O S C G WIN A R N D CTIO U STR N O C E P O N 2 2 0 2 C R E T R A C . R . J (cid:9) E N N A T E E R T S H T 9 . W 8 0 1 1 3 0 7 8 7 X T , N I T S U A T C E J O R P 2 2 . 8 0 . 6 0 E U S S I T I M R E P 3 0 2 . P B N A L P L L A R E V O " 6 - 3 ' / I F V " 2 1 0 1 - 4 2 ' I F V " 3 - 8 3 ' " ' 2 - 9 1 " ' 1 - 9 1 PORCH 21'-0" VIF 16'-1" VIF 37'-1" VIF 13'-2" 38'-6 3/4" OVERALL FIRST FLOOR PLAN SCALE: 3/16" = 1'-0" PLAN NORTH T R U E N O R T H 1 SHEET IS FORMATTED TO 24" X 36". SCALES ARE ONE HALF OF NOTED WHEN PRINTED TO 12" X 18". DN STUDIO BATH STUDIO 11'-5 3/4" 5'-5 1/2" 9'-8 1/2" 9'-2 1/2" 35'-10 1/4" BED 1 BATH 1 J.R.'S CLOSET ANNE'S CLOSET DN MECH. BATH 2 ELEV. BED 2 UP DN MAIN BATH MAIN BED " / 2 1 0 1 - 4 2 ' I F V " 3 - 8 3 ' " / 2 1 2 - 7 1 ' " 8 - 7 ' / I F V " 2 1 7 - 4 1 ' / I F V " 4 3 0 - 4 1 ' / I F V " 2 1 4 - 1 7 ' " / 2 1 2 - 7 1 ' " 8 - 7 ' " 0 - 8 ' I F V " 2 - 2 2 ' I F V " 4 - 6 1 ' SPRINKLER NOTES: A FULL RESIDENTIAL SPRINKLER SYSTEM DESIGNED, INSTALLED AND TESTED IN ACCORDANCE WITH THE 2016 NFPA 13D OR THE 2015 IRC P2904 STANDARDS WILL BE INSTALLED. THE PLANS FOR THE SPRINKLER SYSTEM MUST BE DESIGNED AND INSTALLED BY A TEXAS LICENSED SPRINKLER CONTRACTOR FOR NFPA 13D SYSTEMS OR A TEXAS LICENSED PLUMBER WITH THE MULTIPURPOSE RESIDENTIAL FIRE PROTECTION SPRINKLER SPECIALIST (MRFPSS) ENDORSEMENT. THE SPRINKLER PLANS MUST BE SUBMITTED, REVIEWED, APPROVED, TESTED AND INSPECTED BY AFD PRIOR TO COVERING THE WALLS AND CEILINGS. A FLOW TEST OF THE MOST DEMANDING AREA WILL BE REQUIRED. FLOOR PLAN WALL KEY: 5 1/2" WOOD STUDS 3 1/2" WOOD STUDS MASONRY VENEER EXISTING WOOD STUDS MATCH EXISTING WOOD STUDS SHEET IS FORMATTED TO 24" X 36". SCALES ARE ONE HALF OF NOTED WHEN PRINTED TO 12" X 18". OVERALL SECOND FLOOR PLAN SCALE: 3/16" = 1'-0" PLAN NORTH T R U E N O R T H 1 s r o i r e t n i + e r u t c e t i h c r a m o c . k c i r t a p l i k t t e p p u c 0 2 8 0 . 0 5 4 . 2 1 5 4 8 4 1 1 # P P U ETT, AIA Y D. C OTH N. TIM O E R E R H A E P P E ATE A D D N E A R ATU N AL, SIG CT'S S HITE C R S A S NLE S, U E S O P R U N P CTIO U STR N O R C MIT O R E G P DIN R BID O OT F W. N VIE E RIM R R INTE S. THIS IS F ATIO CIFIC D S N S A G WIN A R OTH D F B SIST O N O S C G WIN A R N D CTIO U STR N O C E P O N 2 2 0 2 C R E T R A C . R . J (cid:9) E N N A T E E R T S H T 9 . W 8 0 1 1 3 0 7 8 7 X T , N I T S U A T C E J O R P 2 2 . 8 0 . 6 0 E U S S I T I M R E P 4 0 2 . P B N A L P L L A R E V O SHEET IS FORMATTED TO 24" X 36". SCALES ARE ONE HALF OF NOTED WHEN PRINTED TO 12" X 18". s r o i r e t n i + e r u t c e t i h c r a m o c . k c i r t a p l i k t t e p p u c 0 2 8 0 . 0 5 4 . 2 1 5 4 8 4 1 1 # P P U ETT, AIA Y D. C OTH N. TIM O E R E R H A E P P E ATE A D D N E A R ATU N AL, SIG CT'S S HITE C R S A S NLE S, U E S O P R U N P CTIO U STR N O R C MIT O R E G P DIN R BID O OT F W. N VIE E RIM R R INTE S. THIS IS F ATIO CIFIC D S N S A G WIN A R OTH D F B SIST O N O S C G WIN A R N D CTIO U STR N O C E P O N 2 2 0 2 C R E T R A C . R . J (cid:9) E N N A T E E R T S H T 9 . W 8 0 1 1 3 0 (cid:26) 8 (cid:26) X T , N I T S U A T C E J O R P 2 2 . 8 0 . 6 0 E U S S I T I M R E P 5 0 2 . P B N A L P R O O L F ELEV. BATH 3 DN DN BED 3 PLAY ROOM ABE'S CAVE SPRINKLER NOTES: A FULL RESIDENTIAL SPRINKLER SYSTEM DESIGNED, INSTALLED AND TESTED IN ACCORDANCE WITH THE 2016 NFPA 13D OR THE 2015 IRC P2904 STANDARDS WILL BE INSTALLED. THE PLANS FOR THE SPRINKLER SYSTEM MUST BE DESIGNED AND INSTALLED BY A TEXAS LICENSED SPRINKLER CONTRACTOR FOR NFPA 13D SYSTEMS OR A TEXAS LICENSED PLUMBER WITH THE MULTIPURPOSE RESIDENTIAL FIRE PROTECTION SPRINKLER SPECIALIST (MRFPSS) ENDORSEMENT. THE SPRINKLER PLANS MUST BE SUBMITTED, REVIEWED, APPROVED, TESTED AND INSPECTED BY AFD PRIOR TO COVERING THE WALLS AND CEILINGS. A FLOW TEST OF THE MOST DEMANDING AREA WILL BE REQUIRED. FLOOR PLAN WALL KEY: 5 1/2" WOOD STUDS 3 1/2" WOOD STUDS MASONRY VENEER EXISTING WOOD STUDS MATCH EXISTING WOOD STUDS SHEET IS FORMATTED TO 24" X 36". SCALES ARE ONE HALF OF NOTED WHEN PRINTED TO 12" X 18". OVERALL THIRD FLOOR PLAN SCALE: 3/16" = 1'-0" PLAN NORTH T R U E N O R T H 1 SHEET IS FORMATTED TO 24" X 36". SCALES ARE ONE HALF OF NOTED WHEN PRINTED TO 12" X 18". EXIST SLOPE 6:12 EXIST SLOPE 6:12 E P O L S T S I X E 2 1 : 6 E P O L S T S I X E 2 1 : 6 SLOPE 1/2:12 E P O L S : 2 1 1 ± SLOPE ±1/2:12 E P O L S 2 1 : 2 1 / NEW CUSTOM METAL CHIMNEY CAP E P O L S 2 1 : 2 1 / E P O L S 2 1 8 : H I P HIP Y A R R A R A L O S HIP E P O L S 2 1 : 8 H I P SLOPE 8:12 SLOPE 8:12 E G D R I E P O L S 2 1 : 2 1 / H I P SLOPE 8:12 HIP RIDGE SOLAR ARRAY E P O L S 2 1 8 : E P O L S 2 1 : 8 HIP SLOPE 8:12 H I P MEMBRANE GUTTER W/ PRIMARY & SECONDARY DRAIN SUMP GLASS AWNING STEEL ARBOR NEW SKYLIGHT ROOF HATCH NEW CUSTOM METAL CHIMNEY CAP NEW CODE COMPLIANT GUARDRAIL SCREEN BEHIND EXISTING METAL GUARDRAIL NEW CUSTOM METAL CHIMNEY CAP E P O L S 2 1 : 2 1 / HATCH INDICATES FULLY-ADHERED MEMBRANE ROOF W/ DECORATIVE BALLAST SLOPE 1/2:12 SLOPE ±3/4:12 SLOPE 1/8:12 NEW CUSTOM METAL CHIMNEY CAP EXIST SLOPE ±3:12 EXIST. WIDOW'S WALK E P O L S E P O L S 2 1 : 4 1 / SLOPE PRIMARY & SECONDARY DRAIN SUMP E P O L S T S X E I 2 1 : 3 ± E P O L S T S X E I 2 1 : 3 ± E P O L S T S X E I 2 1 : 2 1 ± / EXIST SLOPE ±1/2:12 EXIST SLOPE EXIST SLOPE ±3:12 ±3:12 E P O L S T S X E I 2 1 : 3 ± EXIST ±1/2:12 SHEET IS FORMATTED TO 24" X 36". SCALES ARE ONE HALF OF NOTED WHEN PRINTED TO 12" X 18". ROOF PLAN NOTES: - - - PROVIDE & INSTALL COMPLETE ROOF SYSTEM WITH ALL FLASHING & MISC TRIM AS REQUIRED. ROOF PENETRATIONS TO BE GROUPED AND ORGANIZED. COORDINATE ALL ROOF PENETRATIONS WITH ARCHITECT PRIOR TO INSTALL. ROOF PENETRATIONS SHALL BE INSTALLED PLUMB AND FINISHED TO MATCH ROOF. OVERALL ROOF PLAN 1 SCALE: 3/16" = 1'-0" PLAN NORTH T R U E N O R T H s r o i r e t n i + e r u t c e t i h c r a m o c . k c i r t a p l i k t t e p p u c 0 2 8 0 . 0 5 4 . 2 1 5 4 8 4 1 1 # P P U ETT, AIA Y D. C OTH N. TIM O E R E R H A E P P E ATE A D D N E A R ATU N AL, SIG CT'S S HITE C R S A S NLE S, U E S O P R U N P CTIO U STR N O R C MIT O R E G P DIN R BID O OT F W. N VIE E RIM R R INTE S. THIS IS F ATIO CIFIC D S N S A G WIN A R OTH D F B SIST O N O S C G WIN A R N D CTIO U STR N O C E P O N 2 2 0 2 C R E T R A C . R . J & E N N A T E E R T S H T (cid:28) . W 8 (cid:19) 1 1 3 (cid:19) (cid:26) 8 (cid:26) X T , N I T S U A T C E J O R P 2 2 . 8 (cid:19) . 6 (cid:19) E U S S I T I M R E P 6 0 2 . P B N A L P F O O R 6'-8" MCMANSION TENT 4 HIGH POINT = 108.5' E N I L Y T R E P O R P 45° " ' 0 - 2 3 " ' 0 - 5 1 11'-7 1/8" (NEW) GARAGE TOP PLATE NEW STEEL WINDOWS AND DOORS NEW VERTICAL WD SIDING O/ RAINSCREEN 1'-6" (EXIST) GARAGE GUEST SLAB 0'-0" (EXIST 107.7') GARAGE SLAB 108.5' TENT 4 108.5' TENT 4 108.4' TENT 3 106.4' A.A.G. " / 8 1 1 - 0 1 ' " 6 - 1 ' " ' 0 - 2 3 NEW VERTICAL WD SIDING O/ RAINSCREEN NEW STEEL WINDOWS & DOORS " ' 0 - 5 1 108.5' TENT 4 108.4' TENT 3 107.2' TENT 2 106' TENT 1 106.4' A.A.G. 1 40'-0" MCMANSION TENT 3 HIGH POINT = 108.4' 40'-0" MCMANSION TENT 1 HIGH POINT = 106.0' 23'-3" MCMANSION BUILING LINE 32'-0" MAX. BUILD. HEIGHT I N O S N A M C M E N I L G N D L I U B I SHEET IS FORMATTED TO 24" X 36". SCALES ARE ONE HALF OF NOTED WHEN PRINTED TO 12" X 18". 40'-0" MCMANSION TENT 2 HIGH POINT = 107.2' NON-OCCUPIED ELEVATOR PENTHOUSE HEIGHT EXEMPTION PER SUBCHAPTER F, SECTION 2.2 12 8 NEW PAINT GRIP MTL SHINGLES 12 8 NEW STANDING SEAM METAL ROOF NEW HALF-ROUND GUTTER 108.4' TENT 3 107.2' TENT 2 107.2' TENT 2 106' TENT 1 106' TENT 1 0'-0" (EXIST 107.7') MAIN F.F. LEFT ELEVATION (WEST) - IMPROVEMENTS (EXCLUDING HISTORIC STRUCTURE) & MCMANSION EXHIBIT 2 (NOTE: HISTORIC STRUCTURE IS HATCHED/SHADED) E N I L Y T R E P O R P T E N T 4 T E N T 3 T E N T 2 45° T E N T 1 12 8 NEW STANDING SEAM METAL ROOF NEW BALLASTED LOW SLOPE ROOF NEW HALF-ROUND GUTTER NEW CUSTOM BRK MTL BOX GUTTER 32'-0" MAX. BUILD. HEIGHT T E N T 4 T E N T 3 T E N T 2 E N I L Y T R E P O R P 12 6 T E N T 1 4 5 ° NEW STANDING SEAM METAL ROOF NEW VERTICAL WD SIDING O/ RAINSCREEN NEW CUSTOM STEEL CHIMNEY CAP NEW PAINT GRIP MTL SHINGLES NEW PTD STEEL ARBOR W/ ELEVATED WALK FRONT ELEVATION (SOUTH) - IMPROVEMENTS (EXCLUDING HISTORIC STRUCTURE) & MCMANSION EXHIBIT SCALE: 3/16" = 1'-0" (NOTE: HISTORIC STRUCTURE IS HATCHED/SHADED) SHEET IS FORMATTED TO 24" X 36". SCALES ARE ONE HALF OF NOTED WHEN PRINTED TO 12" X 18". 30'-2 1/2" (EXIST) 3RD FLOOR CEILING 22'- 3" (EXIST) 3RD FLOOR F.F. 21'-3" (EXIST) 2ND FLOOR CEILING 11'- 4" (EXIST) 2ND FLOOR F.F. 10'-4" (EXIST) 1ST FLOOR CEILING E N I L Y T R E P O R P " 0 - 1 ' " 0 - 1 ' " ' 1 - 5 3 I I T H G E H G N D L I U B G N I T S X E I " / 2 1 1 1 - 7 ' " 1 1 - 9 ' " ' 4 - 0 1 SCALE: 3/16" = 1'-0" 9'-0" (EXIST) 2ND FLOOR CEILING 10'- 0 1/2" (EXIST) 2ND FLOOR F.F. 9'-0" (EXIST) 1ST FLOOR CEILING " / 2 1 0 - 1 ' RETRACTING INSECT SCREEN " 0 - 9 ' " 0 - 9 ' 108.5' TENT 4 108.4' TENT 3 107.2' TENT 2 106' TENT 1 PTD STEEL COLUMNS NEW DECORATIVE MTL POOL ENCLOSURE 0'-0" (EXIST 106.7') GYM/STUDIO F.F. NEW STONE RETAINING WALL s r o i r e t n i + e r u t c e t i h c r a m o c . k c i r t a p l i k t t e p p u c 0 2 8 0 . 0 5 4 . 2 1 5 4 8 4 1 1 # P P U ETT, AIA Y D. C OTH N. TIM O E R E R H A E P P E ATE A D D N E A R ATU N AL, SIG CT'S S HITE C R S A S NLE S, U E S O P R U N P CTIO U STR N O R C MIT O R E G P DIN R BID O OT F W. N VIE E RIM R R INTE S. THIS IS F ATIO CIFIC D S N S A G WIN A R OTH D F B SIST O N O S C G WIN A R N D CTIO U STR N O C E P O N 2 2 0 2 C R E T R A C . R . J & E N N A T E E R T S H T 9 . W 8 0 1 1 3 0 7 8 7 X T , N I T S U A T C E J O R P 2 2 . 8 0 . 6 0 E U S S I T I M R E P 0 0 3 . P B N O I T A V E L E 23'-3" MCMANSION BUILDING LINE 40'-0" MCMANSION TENT 1 HIGH POINT = 106.0' SHEET IS FORMATTED TO 24" X 36". SCALES ARE ONE HALF OF NOTED WHEN PRINTED TO 12" X 18". 40'-0" MCMANSION TENT 2 HIGH POINT = 107.2' 12 8 40'-0" MCMANSION TENT 3 HIGH POINT = 108.4' 32'-0" MAX. BUILD. HEIGHT 6'-8" MCMANSION TENT 4 HIGH POINT = 108.5' E N I L Y T R E P O R P 12 6 4 5 ° NEW STANDING SEAM METAL ROOF NEW HALF-ROUND GUTTER NEW VERTICAL WD SIDING O/ RAINSCREEN 107.2' TENT 2 106' TENT 1 108.4' TENT 3 107.2' TENT 2 108.5' TENT 4 108.4' TENT 3 108.5' TENT 4 RIGHT ELEVATION (EAST) - IMPROVEMENTS (EXCLUDING HISTORIC STRUCTURE) & MCMANSION EXHIBIT SCALE: 3/16" = 1'-0" (NOTE: HISTORIC STRUCTURE IS SCREENED/SHADED) E N I L Y T R E P O R P " ' 5 - 1 1 " / 8 7 3 - 2 ' " / 8 1 1 - 9 ' " / 8 5 3 - 2 ' " / 8 1 1 - 9 ' 106.4' A.A.G. 22'-9 3/4" TOP PLATE 20'-5 7/8" TOP PLATE 11'-4 3/4" SUB FLOOR 9'-11/8" TOP PLATE NEW PTD STEEL ARBOR W/ ELEVATED WALK -0'-1 1/2" ADDT'N SLAB I N O S N A M C M E N I L G N D L I U B I 106' TENT 1 " ' 0 - 2 3 2 s r o i r e t n i + e r u t c e t i h c r a m o c . k c i r t a p l i k t t e p p u c 0 2 8 0 . 0 5 4 . 2 1 5 R E T R A C . R . J & E N N A T E E R T S H T 9 . W 8 0 1 1 3 0 7 8 7 X T , N I T S U A T C E J O R P 2 2 . 8 0 . 6 0 E U S S I T I M R E P 4 8 4 1 1 # P P U ETT, AIA Y D. C OTH N. TIM O E R E R H A E P P E ATE A D D N E A R ATU N AL, SIG CT'S S HITE C R S A S NLE S, U E S O P R U N P CTIO U STR N O R C MIT O R E G P DIN R BID O OT F W. N VIE E RIM R R INTE S. THIS IS F ATIO CIFIC D S N S A G WIN A R OTH D F B SIST O N O S C G WIN A R N D CTIO U STR N O C E P O N 2 2 0 2 C 108.5' TENT 4 108.4' TENT 3 107.2' TENT 2 106' TENT 1 106.4' A.A.G. SCALE: 3/16" = 1'-0" 1 0 3 . P B N O I T A V E L E NON-OCCUPIED ELEVATOR PENTHOUSE HEIGHT EXEMPTION PER SUBCHAPTER F, SECTION 2.2 NEW PAINT GRIP MTL SHINGLES NEW STANDING SEAM METAL ROOF NEW HALF-ROUND GUTTER NEW VERTICAL WD SIDING O/ RAINSCREEN NEW STEEL WINDOWS & DOORS NEW BALLASTED LOW SLOPE ROOF 12 8 T E N T 4 T E N T 3 T E N T 2 T E N T 1 4 5 ° E N I L Y T R E P O R P " ' 0 - 5 1 I I T H G E H G N D L I U B G N I T S X E I " ' 1 - 5 3 " ' 0 - 2 3 E N I L Y T R E P O R P T E N T 4 T E N T 3 T E N T 2 45° T E N T 1 12 6 32'-0" MAX. BUILD. HEIGHT NEW CUSTOM STEEL CHIMNEY CAP NEW CUSTOM BRK MTL BOX GUTTER NEW PAINT GRIP MTL SHINGLES 9'-0" (EXIST) 2ND FLOOR CEILING 10'- 0 1/2" (EXIST) 2ND FLOOR F.F. 9'-0" (EXIST) 1ST FLOOR CEILING NEW VERTICAL WD SIDING O/ RAINSCREEN 0'-0" (EXIST 106.7') GYM/STUDIO F.F. 108.5' TENT 4 108.4' TENT 3 107.2' TENT 2 106' TENT 1 " 0 - 9 ' " / 2 1 0 - 1 ' " 0 - 9 ' 1 REAR ELEVATION (NORTH) - IMPROVEMENTS (EXCLUDING HISTORIC STRUCTURE) & MCMANSION EXHIBIT (NOTE: HISTORIC STRUCTURE IS SCREENED/SHADED) SHEET IS FORMATTED TO 24" X 36". SCALES ARE ONE HALF OF NOTED WHEN PRINTED TO 12" X 18". SHEET IS FORMATTED TO 24" X 36". SCALES ARE ONE HALF OF NOTED WHEN PRINTED TO 12" X 18". 2 1 LEFT ELEVATION (WEST) - HISTORIC STRUCTURE SCOPE OF WORK (NOTE: NON-HISTORIC STRUCTURES ARE SCREENED/HATCHED) EXISTING STONE MASONRY WALLS REPAIR WOOD FRIEZE AND DENTALS REPAIR PORCH FOUNDATION AND CONCRETE PAVERS FRONT ELEVATION (SOUTH) - HISTORIC STRUCTURE SCOPE OF WORK (NOTE: NON-HISTORIC STRUCTURES ARE SCREENED/HATCHED) SHEET IS FORMATTED TO 24" X 36". SCALES ARE ONE HALF OF NOTED WHEN PRINTED TO 12" X 18". NEW CODE COMPLIANT GUARDRAIL SCREEN BEHIND EXISTING METAL GUARDRAIL NEW CUSTOM METAL CHIMNEY CAP EXISTING BRICK CHIMNEY EXISTING SLATE ROOF REPAIR WOOD TRIM REPAIR WOOD FRIEZE AND FASCIA RESTORE EXISTING WOOD WINDOWS REPAIR BALUSTRADE AND RAILING (WOOD ROT PRESENT) REPAIR WOOD COLUMNS (WOOD ROT PRESENT) REPAIR CONCRETE STEPS EXISTING FRONT DOOR s r o i r e t n i + e r u t c e t i h c r a m o c . k c i r t a p l i k t t e p p u c 0 2 8 0 . 0 5 4 . 2 1 5 30'-2 1/2" (EXIST) 3RD FLOOR CEILING REPAIR WOOD FRIEZE AND FASCIA 22'- 3" (EXIST) 3RD FLOOR F.F. 21'-3" (EXIST) 2ND FLOOR CEILING NEW CUSTOM METAL CHIMNEY CAP NEW CODE COMPLIANT GUARDRAIL SCREEN BEHIND EXISTING METAL GUARDRAIL EXISTING BRICK CHIMNEY EXISTING SLATE ROOF EXISTING STONE MASONRY WALLS RESTORE EXISTING WOOD WINDOWS REPAIR BALUSTRADE AND RAILING (WOOD ROT PRESENT) REPAIR WOOD FRIEZE AND DENTALS REPAIR WOOD COLUMNS (WOOD ROT PRESENT) 11'- 4" (EXIST) 2ND FLOOR F.F. 10'-4" (EXIST) 1ST FLOOR CEILING RESTORE ENCLOSED OPENING. INSTALL EXISTING WINDOW FROM EAST FACADE 0'-0" (EXIST 107.7') MAIN F.F. REPAIR PORCH FOUNDATION AND CONCRETE PAVERS REPAIR CONCRETE STEPS " / 2 1 1 1 - 7 ' " 1 1 - 9 ' " ' 4 - 0 1 " 0 - 1 ' " 0 - 1 ' SCALE: 3/16" = 1'-0" " / 2 1 1 1 - 7 ' " 1 1 - 9 ' " ' 4 - 0 1 " 0 - 1 ' " 0 - 1 ' 30'-2 1/2" (EXIST) 3RD FLOOR CEILING 22'- 3" (EXIST) 3RD FLOOR F.F. 21'-3" (EXIST) 2ND FLOOR CEILING 11'- 4" (EXIST) 2ND FLOOR F.F. 10'-4" (EXIST) 1ST FLOOR CEILING 0'-0" (EXIST 107.7') MAIN F.F. SCALE: 3/16" = 1'-0" 4 8 4 1 1 # P P U ETT, AIA Y D. C OTH N. TIM O E R E R H A E P P E ATE A D D N E A R ATU N AL, SIG CT'S S HITE C R S A S NLE S, U E S O P R U N P CTIO U STR N O R C MIT O R E G P DIN R BID O OT F W. N VIE E RIM R R INTE S. THIS IS F ATIO CIFIC D S N S A G WIN A R OTH D F B SIST O N O S C G WIN A R N D CTIO U STR N O C E P O N 2 2 0 2 C R E T R A C . R . J (cid:9) E N N A T E E R T S H T 9 . W 8 0 1 1 3 0 7 8 7 X T , N I T S U A T C E J O R P 2 2 . 8 0 . 6 0 E U S S I T I M R E P 2 0 3 . P B N O I T A V E L E SHEET IS FORMATTED TO 24" X 36". SCALES ARE ONE HALF OF NOTED WHEN PRINTED TO 12" X 18". NEW CODE COMPLIANT GUARDRAIL SCREEN BEHIND EXISTING METAL GUARDRAIL NEW CUSTOM METAL CHIMNEY CAP EXISTING BRICK CHIMNEY REPAIR WOOD TRIM EXISTING SLATE ROOF REPAIR WOOD FRIEZE AND FASCIA EXISTING STONE MASONRY WALLS NEW CODE COMPLIANT GUARDRAIL SCREEN BEHIND EXISTING METAL GUARDRAIL NEW CUSTOM METAL CHIMNEY CAP EXISTING BRICK CHIMNEY EXISTING SLATE ROOF REPAIR WOOD TRIM REPAIR WOOD FRIEZE AND FASCIA EXISTING STONE MASONRY WALLS RESTORE EXISTING WOOD WINDOWS REPAIR BALUSTRADE AND RAILING (WOOD ROT PRESENT) REPAIR WOOD FRIEZE AND DENTALS REPAIR WOOD COLUMNS (WOOD ROT PRESENT) NEW STEEL DOOR IN EXISTING WINDOW OPENING REPAIR CONCRETE STEPS REPAIR PORCH FOUNDATION AND CONCRETE PAVERS 30'-2 1/2" (EXIST) 3RD FLOOR CEILING 22'- 3" (EXIST) 3RD FLOOR F.F. 21'-3" (EXIST) 2ND FLOOR CEILING 11'- 4" (EXIST) 2ND FLOOR F.F. 10'-4" (EXIST) 1ST FLOOR CEILING 0'-0" (EXIST 107.7') MAIN F.F. 30'-2 1/2" (EXIST) 3RD FLOOR CEILING 22'- 3" (EXIST) 3RD FLOOR F.F. 21'-3" (EXIST) 2ND FLOOR CEILING 11'- 4" (EXIST) 2ND FLOOR F.F. 10'-4" (EXIST) 1ST FLOOR CEILING 0'-0" (EXIST 107.7') MAIN F.F. " / 2 1 1 1 - 7 ' " 0 - 1 ' " 1 1 - 9 ' " 0 - 1 ' " ' 4 - 0 1 " / 2 1 1 1 - 7 ' " 0 - 1 ' " 1 1 - 9 ' " 0 - 1 ' " ' 4 - 0 1 2 1 RIGHT ELEVATION (EAST) - HISTORIC STRUCTURE SCOPE OF WORK (NOTE: NON-HISTORIC STRUCTURES ARE SCREENED/HATCHED) SCALE: 3/16" = 1'-0" REAR ELEVATION (NORTH) - HISTORIC STRUCTURE SCOPE OF WORK (NOTE: NON-HISTORIC STRUCTURES ARE SCREENED/HATCHED) SHEET IS FORMATTED TO 24" X 36". SCALES ARE ONE HALF OF NOTED WHEN PRINTED TO 12" X 18". SCALE: 3/16" = 1'-0" s r o i r e t n i + e r u t c e t i h c r a m o c . k c i r t a p l i k t t e p p u c 0 2 8 0 . 0 5 4 . 2 1 5 4 8 4 1 1 # P P U ETT, AIA Y D. C OTH N. TIM O E R E R H A E P P E ATE A D D N E A R ATU N AL, SIG CT'S S HITE C R S A S NLE S, U E S O P R U N P CTIO U STR N O R C MIT O R E G P DIN R BID O OT F W. N VIE E RIM R R INTE S. THIS IS F ATIO CIFIC D S N S A G WIN A R OTH D F B SIST O N O S C G WIN A R N D CTIO U STR N O C E P O N 2 2 0 2 C R E T R A C . R . J (cid:9) E N N A T E E R T S H T 9 . W 8 0 1 1 3 0 7 8 7 X T , N I T S U A T C E J O R P 2 2 . 8 0 . 6 0 E U S S I T I M R E P 3 0 3 . P B N O I T A V E L E