Loading...
HomeMy WebLinkAboutHPC Miller - 1820 Lower Road - 24x36_HPC_Miller_ArchitecturalsIS S U E / RE V I S I O N HI S T O R I C RE V I E W DA T E 11 / 2 7 / 2 4 AR C H I T E C T U R E A-000 COVER SHEET / DRAWING LIST * A-001 SITE PLAN/ZONING INFORMATIN * A-002 CODE SHEET A-003 PROJECT NOTES A-020 WINDOW AND DOOR SCHEDULES * A-021 WINDOW AND DOOR DETAILS * A-030 INTERIOR FINISHED SCHEDULE EX-100 EXISTING CONDITIONS/ DEMO PLAN * EX-101 EXISTING ELEVATIONS * A-100 BASEMENT CONSTRUCTION PLAN * A-101 FIRST FLOOR CONSTRUCTION PLAN * A-102 SECOND FLOOR/ROOF CONSTRUCTION PLAN * A-201 EXTERIOR ELEVATIONS * A-202 EXTERIOR ELEVATIONS * A-301 BUILDING SECTIONS * A-302 BUILDING SECTIONS A-401 WALL SECTION DETAILS A-500 DETAILS A-601 ENLARGED PLANS AND INTERIOR ELEVATIONS A-602 ENLARGED PLANS AND INTERIOR ELEVATIONS A-603 ENLARGED PLANS AND INTERIOR ELEVATIONS E-101 BASEMENT ELECTRICAL FLOOR PLAN E-102 FIRST FLOOR ELECTRICAL FLOOR PLAN E-103 SECOND FLOOR ELECTRICAL FLOOR PLAN S-000 GENERAL STRUCTURAL NOTES S-100 FOUNDATION PLAN S-101 FIRST FLOOR FRAMING PLAN S-102 SECOND FLOOR FRAMING PLAN/LOWER ROOF FRAMING PLAN S-103 SECOND FLOOR CEILING/JOISTS FRAMING PLAN S-104 ROOF FRAMING PLAN S-200 TYPICAL FOUNDATION DETAILS S-201 TYPICAL FRAMING DETAILS S-300 SECTION AND DETAILS S-301 SECTIONS AND DETAILS BRIEF DESCRIPTION IMPROVEMENTS TO INCLUDE: 800 SF 1 12 STORY ADDITION TO EXISTING DWELLING. ADDITION TO INCLUDE A NEW PRIMARY ON-SUITE BEDROOM + SECOND FLOOR BEDROOM & BATHROOM SITE WORK: -RELOCATE EXISTING OUTDOOR SHOWER. NEW GRAVEL PATIO & RETAINING WALLS ESTIMATED COST OF CONSTRUCTION $200,000 OWNERS: DERRICK & JENNIFER MILLER 1820 LOWER RD SOUTHOLD, NY STRUCTURAL ENGINEER: DILANDRO ANDREWS ENGINEERING 158 COUNTY RD 39, SUITE 10 SOUTHAMPTON, NY 11968 631-259-3959 SURVEYOR: KENNETH M WOYCHUCK LAND SURVEYING PLLC P.O. BOX 153 AQUEBOGUE, NY 11931 631-298-1588 ARCHITECT: POWERS HANCOCK DESIGN, LLC PO BOX 400 SOUTH JAMESPORT, NY 11970 INFO@POWERHANCOCKDESIGN.COM (631)703-0800 CIVIL ENGINEER: DILANDRO ANDREWS ENGINEERING 158 COUNTY RD 39, SUITE 10 SOUTHAMPTON, NY 11968 631-259-3959 ST R U C T U R A L PROJECT DESCRIPTION PROJECT TEAMDRAWING LISTENERGY ANALYSIS NOTES 1.ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 INTERNATIONAL ENERGY CONSERVATION CONSTRUCTION CODE. THE AUTHORITY HAVING JURISDICTION SHALL BE PERMITTED TO DETERMINE ENERGY EFFICIENCY PROGRAM TO EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE. 2.A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. CERTIFICATE SHALL COMPLY WITH IRC. N1101.14 3.ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHER STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES 4.INSTALLATION- THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. 5.TESTING- BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED HAVING LESS THAN OR EQUAL TO 3 ACH50 IN CZ 4A,5,6A TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. 6.DUCTS- SUPPLY & RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM OF R-8 @ 3" OR GREATER IN DIAMETER, AND R-6 @ DUCTS LESS THAN 3" IN DIAMETER. DUCT SEALING- DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. 7.DUCT TESTING- DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY AN APPROVED THIRD PARTY. 8.BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS 9.MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS>105 F DEGREES OR <55F DEGREES SHALL BE INSULATED WITH R-3 MIN. 10.MECHANICAL VENTILATION- SHALL MEET THE REQUIREMENTS OF THE IRC/IMC 11.EQUIPMENT SIZING-PER ACCA ANNUAL S, BASED ON LOADS CALCULATED PER ACCA MANUAL J AS PROVIDED BY A THIRD PARTY HERS RATER. 12.LIGHTING- A MIN. OF 75% OF PERMANENTLY INSTALLED FIXTURES UST HAVE HIGH-EFFICANY LAMPS 13.ALL HVAC, PLUMBING & ELECTRICAL SYSTEMS SHALL MEET THE IRC CHAPTER 11 ENERGY EFFICIENCY, INTERNATIONAL MECHANICAL CODE, INTERNATIONAL ENERGY CONSERVATION CODE. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE DESIGN, CALCULATIONS, DRAWINGS, WRITTEN STATEMENTS IF THE MECHANICAL, AIR CONDITION, VENTILATION, HEATING SYSTEMS (NEW EXISTING OR UPGRADED) STAMPED BY A PROFESSIONAL ENGINEER IF REQUIRED BY THE OWNER OR BUILDING DEPARTMENT. 14.ADDITIONS, ALTERATIONS OR RENOVATION: SHALL COMPLY WITH IECC 2015 UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED TO COMPLY WITH THIS CODE. 15.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WITH SECTION N1103 CONTROL SYSTEMS. 16.ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN ACCORDANCE WITH TABLE R.402.4.1.1 APPLY A BEAD OF CALK TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING INTERIOR GYPSUM ALL BOARD. IRC 2020, INCLUDING UNIFORM SUPPLEMENT 2018 CHAPTER 3: BUILDING PLANNING SECTION R301: DESIGN CRITERIA AMERICAN FOREST & PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL FOR ONE & TWO FAMILY DWELLINGS (2018 EDITION) GLAZED OPENINGS IN WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED SECTION R303: LIGHT VENTILATION AND HEATING REQUIRED GLAZING AREA HABITABLE ROOMS:8% REQUIRED OPENABLE AREA:4% PROVIDE 3 SQ FT OF WINDOWS. 1.5 SQ FT OPERATIONAL IN BATHROOMS *EXCEPTION: WHERE ARTIFICIAL LIGHT AND/OR MECHANICAL VENTILATION IS PROVIDED PROVIDE STAIRWAY ILLUMINATION AT INTERIOR & EXTERIOR STAIRS SECTION R304: MINIMUM ROOM AREAS PROVIDE MIN. 1 ROOM WITH NO LESS THAN 120 SQ FT OTHER ROOMS SHALL HAVE FLOOR AREA NO LESS THAN 70SF *EXCEPTION FOR KITCHENS MIN. DIMENSIONS FOR HABITABLE ROOMS NO LESS THAN 7'-0" ANY HORIZONTAL DIMENSION *EXCEPTION FOR KITCHENS SECTION R305: CEILING HEIGHT MIN. CEILING HEIGHT FOR HABITABLE ROOMS = 7'-0" *HALLS, CORRIDORS, BATHS, LAUNDRY AND BASEMENTS = 7'-0" 1. BEAMS AND GIRDERS NOT LESS THAN 4'-0" O.C. CAN PROJECT 6" 2. SPACES IN BASEMENTS OTHER THAN HABITABLE SPACES MAY HAVE CEILING HEIGHT = 6'-8" (BEAMS, GIRDERS & DUCTS MAY PROJECT TO 6'-4") 3. NO MORE THAN 50% OF REQUIRED FLOOR AREA TO HAVE SLOPED CEILING LESS THAN REQUIRED HEIGHT 4. BATHROOMS SHALL HAVE A MINIMUM 6'-8" CEILING HEIGHT OVER FIXTURES AND SHOWER HEAD SHALL HAVE A MINIMUM CEILING HEIGHT OF 6'-8" ABOVE A MIN. AREA OF 30"x30" AT THE SHOWER HEAD SECTION R308: GLAZING PROVIDE SAFETY GLAZING WITH EMBOSSED MARK IN ALL HAZARDOUS LOCATIONS PERMITTED SECTION R309: GARAGES AND CARPORTS OPENING PROTECTION FROM GARAGE TO SLEEPING ROOM NOT PERMITTED DUCT PENETRATIONS SHALL BE MIN. 26 GUAGE SHEET STEEL. NO OPENING INTO GARAGE PERMITTED PROVIDE VERTICAL SEPARATION. VERT: 3/4" RESISTANCE (5/8" TYPE X GARAGE SIDE, 1/2" TYPE X OPPOSITE SIDE) PROVIDE HORIZONTAL PROTECTION. HORIZ: ONE LAYER 5/8" TYPE X GYPSUM PROVIDE NON-COMBUSTIBLE FLOOR SURFACE SECTION R310: EMERG. ESCAPE AND RESCUE OPENINGS PROVIDE SLEEPING ROOMS AND HABITABLE BASEMENT AREAS SILL HEIGHT NO MORE THAN 44" A.F.F. MIN. OPENING AREA = 5.75 SQ FT (5 SQ FT AT GRADE) MIN. OPENING HEIGHT CLEAR = 24" MIN. OPENING WIDTH = 20" NO TOOLS OR KEYS ALLOWED FROM INSIDE MIN. HORIZONTAL AREA OF WINDOW WELL SHALL BE 9 SQ FT & MIN. WIDTH OF 36" SECTION R311: MEANS OF EGRESS PROVIDE UNDER STAIR PROTECTION ENCLOSING ACCESSIBLE SPACES UNDER STAIRS WITH WALLS AND ANY SOFFITS WITH 1/2" GYP. BD. MIN. WIDTH FOR HALLWAYS IS 3'-0" MIN. 1 EXIT DOOR REQU'D WITHOUT TRAVEL THROUGH GARAGE MIN. OPENING 3'-0" WIDE x 6'-8" HIGH WIDTH SHALL NOT BE LESS THAN 36" CLEAR. HANDRAIL PROJECTION IS 4.5" MAX HEADROOM MIN. = 6'-8" TREADS AND RISERS: 8.25" MAX RISE, 9" MIN. TREAD A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 12'-3” BETWEEN FLOOR LEVELS OR LANDINGS. PROVIDE FLOOR OR LANDING AT TOP AND BOTTOM OF STAIRS *EXCEPT AT TOP OF INTERIOR FLIGHT OF STAIRS, PROVIDED DOOR DOES NOT SWING OVER STAIRS. SIZE OF LANDING IS MIN. 36" IN DIRECTION OF TRAVEL. WIDTH TO BE EQUAL TO STAIR OR DOOR SERVED WALKING SURFACE OR TREADS AND LANDINGS OF STAIRWAYS SHALL BE NO STEEPER THAN 2% SLOPE PROVIDE AT LEAST ONE HANDRAIL ON ONE SIDE OF STAIR WITH 4 OR MORE RISERS. 1. HEIGHT = 34" MIN, 38" MAX 2. CONTINUOUS TO FULL LENGTH OF STAIR ABOVE TOP RISER TO LOWEST RISER RETURN ENDS OR PROVIDE NEWEL POST OR SAFETY TERMS 3. MIN. HANDRAIL SPACE BETWEEN WALL AND RAIL = 1 1/2" SECTION R312: GUARDS ALL RAISED SURFACE 30" ABOVE FLOOR OR GRADE TO HAVE 36" MIN. GUARDS. OPEN STAIRS 30" ABOVE FLOOR OR GRADE SHALL HAVE 34" MIN. GUARDS. GUARD OPENINGS NOT TO EXCEED 4" (SPHERE) SECTION 313: ALARMS PROVIDE SMOKE ALARM AT SLEEPING ROOMS, AND AREAS IN IMMEDIATE VICINITY OF BEDROOMS AND IN BASEMENTS PROVIDE CARBON MONOXIDE ALARM ON ANY STORY WITH A SLEEPING ROOM OR A FUEL FIRED/BURNING APPLIANCE AND EQUIPMENT, FIREPLACE OR ATTACHED GARAGE. 01. EXISTING DWELLING UNITS SHALL BE EQUIPPED WITH SMOKE DETECTING DEVICES RECEIVING THEIR PRIMARY POWER FROM BATTERIES OR FROM THE BUILDING WIRING AND THERE SHALL BE NO SWITCH IN THE CIRCUIT OTHER THAN THE OVER CURRENT DEVICE PROTECTING THE BRANCH CIRCUIT. 02. ALL SMOKE DETECTING DEVICES TO BE PROVIDED AND INSTALLED SHALL EITHER BE ACCEPTED PURSUANT TO RULES AND REGULATIONS PROMULGATED BY THE COMMISSIONER, APPROVED BY THE BOARD OF STANDARDS AND APPEALS OR BE LISTED BY A NATIONALLY RECOGNIZED INDEPENDENT LABORATORY THAT MAINTAINS PERIODIC INSPECTIONS OR PRODUCTION OF LISTED EQUIPMENT AND WHOSE LISTING STATES THAT THE EQUIPMENT MEETS NATIONALLY RECOGNIZED STANDARDS. 03. NO DEVICES SHALL BE DEEMED TO BE IN COMPLIANCE UNLESS IT IS OF EITHER THE IONIZATION CHAMBER OR PHOTO-ELECTRIC TYPE. SUCH DEVICES SHALL BE IN COMPLIANCE WITH THE REFERENCE STANDARD RS 17-1. 04. SMOKE DETECTORS SHALL BE LOCATED 15' OFF ANY BEDROOM (MAXIMUM) 06. CARBON MONOXIDE DETECTORS ARE TO BE INSTALLED AS PER INTERNATIONAL RESIDENTIAL CODE SECTION R315; ON EACH FLOOR AND ADJACENT TO BEDROOM DOORS, MIN. ONE PER FLOOR. DETECTORS CAN BE BATTERY POWERED. A-000 Cover Page As Noted POWERS HANCOCK DESIGN PO Box 400South Jamesport, NY 11940 ISSUE NO.DATE ISSUE PROJECT TITLE: SHEET TITLE: DATE:PAGE: SCALE: MILLER RESIDENCE 49205 MAIN RD SOUTHOLD, NY 1 09-26-24 FILE FOR H.S. DENIALLETTER REVISIONS NO.DATE ISSUE CHRISTOPHER POWERS 2 11-27-24 FILE FOR HISTORICPRESERVATIONCOMMISSION 22 22 24 22 8 10 12 14 18 20 16 SANITARY EXISTING 18 20 6 14 121086 18 16 6 1412108 G G G G G G 24 22 22 W W W W W 24 LAND N/F OF HILL CEMETERY WILLOW LAND N/F OF HOME RESCUE SOLUTIONS INC EXISTING OUT DOOR SHOWER TO BE RELOCATED LINE OF EXISTING RETAINING WALL TO BE REMOVED PROPOSED BILCO DOORS PROPOSED RETAINING WALLS RE Q U I R E D 2 5 ' - 0 " S I D E Y A R D S E T B A C K RE Q U I R E D 2 5 ' - 0 " SI D E Y A R D S E T B A C K REQ U I R E D 1 0 0 ' - 0 " F R O N T Y A R D S E T B A C K REQUI R E D 3 5 ' - 0 " R E A R Y A R D S E T B A C K RE Q U I R E D 2 5 ' - 0 " S I D E Y A R D S E T B A C K PROPOSEDGRAVEL PATIOEXISTINGGRAVEL PATIO EXISTING 1 1 2 STORY FRAMED DWELLING FFL: 16.7'7'-6"20'-0"3'-0"3'- 8 1 2"8'-1"20'-0" EXISTING RETAINING WALLS 7'-6"2'-5 " 14 16 18 EXISTING SHED TO REMAIN PROPOSED 1 1 2 STORY FRAMED DWELLING RELOCATED OUTDOOR SHOWER EXISTING SHED TO REMAIN EXISTING SHED TO BE RELOCATED 2'- 5 " 3'-0"60'-1 1 1 2"EX I S T 38 ' - 1 1 " E X I S T 36 ' - 6 " PR O P O S E D F R O N T YA R D S E T B A C K 27'-2 " PROP O S E D S I D Y A R D 3'-8 12"SITE INFORMATION CODE REQUIREMENTS: BUILDING HEIGHT ALLOWABLE EXISTING PROPOSED 35'-0' ADDRESS: 49205 MAIN RD/ 1820 LOWER RD SOUTHOLD, NY 11901 SCTM: 1000-70-7-2 ZONE: B-BUSINESS LOT AREA FRONT LINEAR STREET LOT: 25,636.39 SF Subject to Damage From Weathering Severe Frost Line Depth 3'-0" Termite Moderate to Heavy Climatic and Geographic Design Criteria Winter Design Temp. 15 Ice Shield Underlayment Required Yes Flood Hazard No Air Freezing Index 1500 or less Air Freezing Index 52.2 Ground Snow Load 20 Seismic Design Category B Wind Speed 130 mph (ASCE 7-10) 20'-7 12"20'-10" EXISTING ADDITION/ ALTERATIONS 25,636.39 SF NO CHANGE 70.84'NO CHANGE LOT COVERAGE 7,691 SF 1,687 SF 2,101 SF GROSS FLOOR AREA RATIO CALCULATIONS: FIRST FLOOR EXISTING ADDITION/ ALTERATIONS PROPOSED 920 SF ALLOWABLE: 3,500 + 563 = 4,063 SF 414 SF 1,334 SF SECOND FLOOR 357 SF 389 SF 746 SF TOTAL:1,277 SF 803 SF 2,080 SF 25,636.39 SF 70.84' PROPOSED LOT: 25,636.39 SCALE: 116" = 1'-0" SITE PLAN1 A-001 Proposed Site Plan As Noted POWERS HANCOCK DESIGN PO Box 400South Jamesport, NY 11940 ISSUE NO.DATE ISSUE PROJECT TITLE: SHEET TITLE: DATE:PAGE: SCALE: MILLER RESIDENCE 49205 MAIN RD SOUTHOLD, NY 1 09-26-24 FILE FOR H.S. DENIALLETTER REVISIONS NO.DATE ISSUE CHRISTOPHER POWERS 2 11-27-24 FILE FOR HISTORICPRESERVATIONCOMMISSION WINDOW SCHED U L E NO . MA N U F . MO D E L TY P E FIN I S H - E X T FIN I S H - I N T GR I L L - O V O L O PR O F I L E HA R D W A R E F I N I S H GL A S S RO W I D T H RO H E I G H T EG R E S S TE M P E R E D CO M M E N T S BASEMENT - - - - - - - - - - - - - - FIRST FLOOR 10 1 AN D E R S E N 4 0 0 S E R I E S CW 1 3 CA S E M E N T AL U M C L A D WO O D 78" F D L LO W E 4 2'- 4 78" 3'- 0 12" NO NO -- 10 2 AN D E R S E N W O O D W R I G H T WD H 2 4 4 6 DO U B L E H U N G AL U M C L A D WO O D 78" F D L -- LO W E 4 2'- 6 18" 4'- 8 78" NO NO -- 10 3 AN D E R S E N W O O D W R I G H T WD H 2 4 4 6 DO U B L E H U N G AL U M C L A D WO O D 78" F D L -- LO W E 4 2'- 6 18" 4'- 8 78" NO NO -- 10 4 AN D E R S E N W O O D W R I G H T WD H 2 4 4 6 DO U B L E H U N G AL U M C L A D WO O D 78" F D L -- LO W E 4 2'- 6 18" 4'- 8 78" NO NO - 10 5 AN D E R S E N W O O D W R I G H T WD H 2 0 4 6 DO U B L E H U N G AL U M C L A D WO O D 78" F D L -- LO W E 4 2'- 2 18" 4'- 8 78" NO YE S -- 10 6 AN D E R S E N W O O D W R I G H T WD H 2 4 4 6 DO U B L E H U N G AL U M C L A D WO O D 78" F D L -- LO W E 4 2'- 6 18" 4'- 8 78" NO YE S -- 10 7 AN D E R S E N W O O D W R I G H T WD H 2 4 4 6 DO U B L E H U N G AL U M C L A D WO O D 78" F D L -- LO W E 4 2'- 6 18" 4'- 8 78" NO YE S -- 10 8 AN D E R S E N W O O D W R I G H T WD H 2 4 4 6 DO U B L E H U N G AL U M C L A D WO O D 78" F D L -- LO W E 4 2'- 6 18" 4'- 8 78" NO YE S -- 10 9 AN D E R S E N W O O D W R I G H T WD H 2 0 4 6 DO U B L E H U N G AL U M C L A D WO O D 78" F D L -- LO W E 4 2'- 2 18" 4'- 8 78" NO YE S -- 11 0 AN D E R S E N W O O D W R I G H T WD H 2 4 4 6 DO U B L E H U N G AL U M C L A D WO O D 78" F D L -- LO W E 4 2'- 6 18" 4'- 8 78" NO NO -- 11 1 AN D E R S E N W O O D W R I G H T WD H 2 4 4 6 DO U B L E H U N G AL U M C L A D WO O D 78" F D L -- LO W E 4 2'- 6 18" 4'- 8 78" NO NO -- SECOND FLOOR 20 1 AN D E R S E N 4 0 0 S E R I E S C1 3 2 CA S E M E N T AL U M C L A D WO O D 78" F D L -- LO W E 4 2'- 0 58" 3'- 5 38" NO NO -- 20 2 AN D E R S E N 4 0 0 S E R I E S C1 3 2 CA S E M E N T AL U M C L A D WO O D 78" F D L -- LO W E 4 2'- 0 58" 3'- 5 38" NO NO -- 20 3 AN D E R S E N 4 0 0 S E R I E S C1 3 2 CA S E M E N T AL U M C L A D WO O D 78" F D L -- LO W E 4 2'- 0 58" 3'- 5 38" NO NO -- 20 4 AN D E R S E N 4 0 0 S E R I E S AW 2 5 1 AW N I N G AL U M C L A D WO O D 78" F D L -- LO W E 4 2'- 4 78" 2'- 4 78" NO NO -- 20 5 AN D E R S E N 4 0 0 S E R I E S AW 2 5 1 AW N I N G AL U M C L A D WO O D 78" F D L -- LO W E 4 2'- 4 78" 2'- 4 78" NO NO -- 20 6 AN D E R S E N 4 0 0 S E R I E S AW 2 5 1 AW N I N G AL U M C L A D WO O D 78" F D L -- LO W E 4 2'- 4 78" 2'- 4 78" NO NO -- 20 7 AN D E R S E N 4 0 0 S E R I E S CW 2 4 5 DB L C A S E M E N T AL U M C L A D WO O D 78" F D L -- LO W E 4 4'- 9 " 4'- 5 38" YE S NO -- 20 8 AN D E R S E N 4 0 0 S E R I E S AW 2 5 1 AW N I N G AL U M C L A D WO O D 78" F D L -- LO W E 4 2'- 4 78" 2'- 4 78" NO NO -- 20 9 AN D E R S E N 4 0 0 S E R I E S AW 2 5 1 AW N I N G AL U M C L A D WO O D 78" F D L -- LO W E 4 2'- 4 78" 2'- 4 78" NO NO -- 21 0 AN D E R S E N 4 0 0 S E R I E S AW 2 5 1 AW N I N G AL U M C L A D WO O D 78" F D L -- LO W E 4 2'- 4 78" 2'- 4 78" NO NO -- 21 1 AN D E R S E N 4 0 0 S E R I E S AW 2 1 AW N I N G AL U M C L A D WO O D 78" F D L -- LO W E 4 2'- 0 58" 2'- 4 78" NO NO -- 21 2 AN D E R S E N 4 0 0 S E R I E S AW 2 1 AW N I N G AL U M C L A D WO O D 78" F D L -- LO W E 4 2'- 0 58" 2'- 4 78" NO NO -- 21 3 AN D E R S E N 4 0 0 S E R I E S AW 2 1 AW N I N G AL U M C L A D WO O D 78" F D L -- LO W E 4 2'- 0 58" 2'- 4 78" NO NO -- EXTERIOR DOOR S C H E D U L E NO. MA N U F . MO D E L HA R W A R E TY P E GR I L L - O V O L O PR O F I L E FIN I S H GL A S S RO W I D T H RO H E I G H T CO M M E N T S 1ST AANDER S E N 4 0 0 S E R I E S - F R E N C H W O O D IN S W I N G P A T I O D O O R S FW H 5 4 6 8 A P L R (2 ) P A N E L I N S W I N G 78" F D L TB D LO W E 4 5'- 4 " 6'- 8 " BANDER S E N 4 0 0 S E R I E S - F R E N C H W O O D IN S W I N G P A T I O D O O R S FW H 2 9 6 8 A L IN S W I N G F R E N C H D O O R 78" F D L TB D LO W E 4 2'- 8 " 6'- 8 " -- INTERIOR DOOR S C H E D U L E NO. MA N U F . TY P E MO D E L UN I T W I D T H UN I T H E I G H T TH I C K N E S S FIN S I H LO C A T I O N CO M M E N T S BASEMENT 001 TB D SO L I D C O R E M D F TB D 3'- 0 " 8'- 0 " 1 34" PT D X 001 TB D SO L I D C O R E M D F TB D 3'- 0 " 8'- 0 " 1 34" PT D X 001 TB D SO L I D C O R E M D F TB D 3'- 0 " 8'- 0 " 1 34" PT D X 001 TB D SO L I D C O R E M D F TB D 3'- 0 " 8'- 0 " 1 34" PT D X 001 TB D SO L I D C O R E M D F TB D 3'- 0 " 8'- 0 " 1 34" PT D X 001 TB D SO L I D C O R E M D F TB D 3'- 0 " 8'- 0 " 1 34" PT D X FIRST FLOOR 101 TB D SO L I D C O R E M D F TB D 3'- 0 " 8'- 0 " 1 3 / 4 " PT D X 101 SO L I D C O R E M D F TB D 3'- 0 " 8'- 0 " 1 3 / 4 " PT D X 101 X 101 X 101 X 201 X 201 X 201 X 201 X 201 X 201 X 201 X 201 X TY P I C A L W I N D O W / D O O R N O T E S : 1. CO N T R A C T O R TO F I E L D V E R I F Y A L L R . O . B E F O R E O N W I N D O W S / DO O R S Q U O T E S P R I O R T O F R A M I N G 2. SH O P D R A W I N G S F O R W I N D O W S / D O O R S T O B E S U B M I T T E D T O AR C H I T E C T F O R R E V I E W P R I O R T O P L A C I N G O R D E R 3. PR O V I D E E X T E N S I O N J A M B S A S F I E L D C O N D I T I O N S D I C T A T E EX T E R I O R D O O R N O T E S : 1. CO N T R A C T O R T O R E V I E W A L L D O O R S W I N G S / A C T I V E P A N E L S W I T H A R C H I T E C T PR I O R T O O R D E R 2. CO N T R A C T O R T O P R O V I D E & I N S T A L L A L L R E Q U I R E D H A R D W A R E 3. HA R D W A R E SW I N G D O O R : PA T I O G L I D I N G D O O R : MU L T I - S L I D E D O O R 4. SIL L SW I N G D O O R PA T I O G L I D I N G D O O R MU L T I - S L I D E D O O R 5 . CO N T R A C T O R T O P R O V I D E S C R E E N S ( B R I G H T V I E W ) @ A L L E X T E R I O R D O O R S , UN L E S S N O T E D O T H E R W I S E IN T E R I O R D O O R N O T E S : 1. RE F E R E N C E S H E E T A - F O R T Y P I C A L D E T A I L S 2. HA R D W A R E : SW I N G D O O R HA N D L E S : LA T C H CA T C H HIN G E S PO C K E T D O O R PU L L S TR A C K WIN D O W N O T E S : 1. RE F E R E N C E S H E E T A - F O R T Y P I C A L W I N D O W D E T A I L S 2. PR O V I D E S C R E E N S ( B R I G H T V I E W ) 3. PR O V I D E W I N D O W F A L L P R O T E C T I O N A S R E Q U I R E D B Y S E C T I O N R 3 1 2 . 2 F O R WIN D O W S I L L S L E S S T H A N 2 4 " A F F & M O R E T H A N 7 2 " A B O V E G R A D E 4. PR O V I D E W I N D B O R N E D E B R I S P R O E T C T I O N P E R T A B L E R 3 0 1 . 2 . 1 . 1 N Y S I R C A- 0 0 3 Win d o w & D o o r S c h e d u l e As N o t e d PO W E R S H A N C O C K D E S I G N PO B o x 4 0 0 So u t h J a m e s p o r t , N Y 1 1 9 4 0 IS S U E NO . DA T E IS S U E PR O J E C T T I T L E : SH E E T T I T L E : DA T E : PA G E : SC A L E : MIL L E R R E S I D E N C E 49 2 0 5 M A I N R D SO U T H O L D , N Y 1 09 - 2 6 - 2 4 FIL E F O R H . S . D E N I A L LE T T E R RE V I S I O N S NO . DA T E IS S U E CH R I S T O P H E R P O W E R S 2 11 - 2 7 - 2 4 FIL E F O R H I S T O R I C PR E S E R V A T I O N CO M M I S S I O N EXISTING OUTDOOR SHOWER TO BE RELOCATED EXISTING WINDOW TO BE REMOVED - INFILL WITH FRAMING & INSULATION TO MATCH EXISTING ASSEMBLY FAMILY ROOM NO CHANGE DINING ROOM NO CHANGE HALL BATHROOM NO CHANGE KITCHEN BEDROOM BEDROOM #2 NO CHANGE BATHRM HALLWAY DN UNFINISHED ATTIC UNFINISHED ATTIC EXISTING FLOOR PLANS EX-100 AS NOTED EXISTING FIRST FLOOR PLAN2SCALE: 1 4" = 1'-0" EXISTING SECOND FLOOR PLAN3SCALE: 1 4" = 1'-0" EXISTING BASEMENT PLAN1SCALE: 1 4" = 1'-0" POWERS HANCOCK DESIGN PO Box 400South Jamesport, NY 11940 ISSUE NO.DATE ISSUE PROJECT TITLE: SHEET TITLE: DATE:PAGE: SCALE: MILLER RESIDENCE 49205 MAIN RD SOUTHOLD, NY 1 09-26-24 FILE FOR H.S. DENIALLETTER REVISIONS NO.DATE ISSUE CHRISTOPHER POWERS 2 11-27-24 FILE FOR HISTORICPRESERVATIONCOMMISSION TOP OF FINISHED FLOOR @ FIRST FLOOR TOP OF FINISHED FLOOR @ SECOND FLOOR EX I S T I N G E L E V A T I O N S EX - 0 2 AS N O T E D EXISTING REAR (NORT H W E S T ) E L E V A T I O N 1SCALE: 14" = 1'-0" PO W E R S H A N C O C K D E S I G N PO B o x 4 0 0 So u t h J a m e s p o r t , N Y 1 1 9 4 0 IS S U E NO . DA T E IS S U E PR O J E C T T I T L E : SH E E T T I T L E : DA T E : PA G E : SC A L E : MIL L E R R E S I D E N C E 49 2 0 5 M A I N R D SO U T H O L D , N Y 1 09 - 2 6 - 2 4 FIL E F O R H . S . D E N I A L LE T T E R RE V I S I O N S NO . DA T E IS S U E CH R I S T O P H E R P O W E R S 2 11 - 2 7 - 2 4 FIL E F O R H I S T O R I C PR E S E R V A T I O N CO M M I S S I O N EXISTING FRONT (SOU T H E A S T ) E L E V A T I O N 3SCALE: 14" = 1'-0" EX I S T I N G S I D E ( S O U T H W E S T ) E L E V A T I O N 2 SC A L E : 14" = 1 ' - 0 " EX I S T I N G S I D E ( N O R T H E A S T ) E L E V A T I O N 4 SC A L E : 14" = 1 ' - 0 " UNFINISHED BASEMENT CRAWL SPACE UNFINISHED BASEMENT 15 ' - 6 " P R O P O S E D A D D I T I O N EQ U A L 8'- 1 " EQ U A L 30'-6" PROPOSED ADDITION 7'-6"20'-0"3'-0" EQ U A L 10 ' - 8 " EQ U A L 2'- 6 " EXISTING FOUNDATION TO REMAIN FOUNDATION NOTES: ··FOR ALL STRUCTURE- REFER TO PLANS BY DILANDRO ANDREWS ENGINEERING SHEET NOTES SYMBOLS PROPOSED 2x FRAMED WALLS: REFER TO SCHEDULE BY STRUCTURAL ENGINEER EXISTING 2X FRAMED WALL TO BE REMOVED PROPOSED POURED FOUNDATION WALL LINE ABOVE LINE BELOW GUIDE LINE / CENTER LINE ELEVATION TAG SECTION TAG INTERIOR ELEVATION TAG DETAIL MARKER EXTERIOR DOOR TAG WINDOW TAG INTERIOR DOOR TAG X-XXXX X-XXXX X-XXXX X X XX AXXXX X-X X-X XXX FOUNDATION PLAN NOTES 1 RESERVED: RESERVED 2 RESERVED: RESERVED 3 RESERVED: RESERVED 4 RESERVED: RESERVED 5 RESERVED: RESERVED 6 RESERVED: RESERVED 7 RESERVED: RESERVED 8 RESERVED: RESERVED 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 35 36 PROPOSED BASEMENT FLOOR PLAN A-100 AS NOTED PROPOSED FOUNDATION FLOOR PLAN1SCALE: 1 4" = 1'-0" POWERS HANCOCK DESIGN PO Box 400South Jamesport, NY 11940 ISSUE NO.DATE ISSUE PROJECT TITLE: SHEET TITLE: DATE:PAGE: SCALE: MILLER RESIDENCE 49205 MAIN RD SOUTHOLD, NY 1 09-26-24 FILE FOR H.S. DENIALLETTER REVISIONS NO.DATE ISSUE CHRISTOPHER POWERS 2 11-27-24 FILE FOR HISTORICPRESERVATIONCOMMISSION DN W D W101 W102 W103 W104 W105 W106 W107 W108 W109 W110W111 7'-6"20'-0" 3'- 8 1 2" 8'- 1 " 3'- 8 1 2" 15 ' - 6 " G A B L E E N D EQUAL EQUAL CL EQUAL 5'-1012"5'-1012"EQUAL CL CL CL 30'-6" OVERALL 3'-0" EQ EQ 7'-6" 10 ' - 0 " G R A V E L P A T I O 20'-0" EQUAL 5'-1012"5'-1012"EQUAL 2'- 5 " 9'- 9 " 512" 2'- 5 " 512" 312"1'-734"1'-034" 7'-6" 512" 12'-812" 31 2" 6'-1" 3'-0"312" 1'-012" 312" 5'-012" 3'- 3 " 512" 7'- 5 1 2" 312" 3'-5 " 512" 3'-0" 12 12 12 10 11 12 12 FAMILY ROOM NO CHANGE DINING ROOM NO CHANGE LAUNDRY ROOM PRIMARY BEDROOM HALL BATHROOM NO CHANGE KITCHEN UP 15 18 A 101 A C D A6011021 1 PRIMARY BATH 02 DN PATIO 4 5 7 7 7 EQUALEQUALCL CL CL CL CL CL B A C D A602 BA C D A603 B A301 4 A301 4 A3011 A3012 A3013 A301 1 A3012 A301 3 512" 14 ' - 7 " 512" 6'-0" PLANTER 4'-0" WALK 10'-0" GRAVEL PATIO OUTDOOR SHOWER PLANTING BED EX I S T . DEN 24 EQ U A L EQ U A L 312" 312" 312" B 2" EXISTING DWELLING TO REMAIN - NO CHANGE FLOOR PLAN NOTES: ·5/8" GYP. BD. ON ALL WALLS & CEILINGS (U.O.N.) (MOISTURE RESISTANT GYP. BD. @ BATHROOM'S) ·FOR ALL STRUCTURE- REFER TO PLANS BY DILANDRO ANDREWS ENGINEERING SHEET NOTES SYMBOLS PROPOSED 2x FRAMED WALLS: REFER TO SCHEDULE BY STRUCTURAL ENGINEER EXISTING 2X FRAMED WALL TO BE REMOVED PROPOSED POURED FOUNDATION WALL LINE ABOVE LINE BELOW GUIDE LINE / CENTER LINE ELEVATION TAG SECTION TAG INTERIOR ELEVATION TAG DETAIL MARKER EXTERIOR DOOR TAG WINDOW TAG INTERIOR DOOR TAG X-XXXX X-XXXX X-XXXX X X XX AXXXX X-X X-X XXX FLOOR PLAN NOTES 1 WOOD FLOORING: REFERENCE FINISH SCHEDULE AND INTERIOR ELEVATIONS 2 TILE FLOORING: REFERENCE FINISH SCHEDULE AND INTERIOR ELEVATIONS 3 POURED CONCRETE SLAB: REFERENCE STRUCTURAL PLANS 4 GRAVEL PATIO W/ BLUE STONE STEPPING STONES: REFER TO DETAIL FOR FURTHER INFORMATION 5 PRESSURE TREATED WOOD RETAINING WALL: REFER TO STRUCTURAL PLANS FOR FURTHER INFORMATION 6 PATIO ON GRADE: REFERENCE LANDSCAPE PLAN 7 FLAT CEILING: REFERENCE SECTIONS 8 CATHEDRAL CEILING: REFERENCE SECTIOSN & INTERIOR ELEVATIONS 9 LINE OF EXPOSED BEAMS ABOVE: REFERENCE RCP & INTERIOR ELEVATIONS 10 WALL PANELING: REFER TO INTERIOR ELEVATIONS, WALL PANELING TO MATCH BUILT-INS 11 JIB DOOR: REFER TO INTERIOR ELEVATIONS 12 BUILT-IN MILLWORK ELEMENT: REFERENCE INTERIOR ELEVATIONS 13 INTERIOR STAIR: CLOSED RISER CODE COMPLIANT STAIRCASE, HANDRAIL AND/OR GUARDRAIL PER IRC R311.7 14 OUTDOOR SHOWER: PROVIDE ROUGH PLUMBING 15 VANITY: 16 CLOSET SHELVING AND/OR HANGING REQUIREMENTS T.B.D. VERIFY w/ ARCHITECT & OWNER PRIOR TO FABRICATION 17 -- 18 BILCO DOOR - COORDINATE WITH ARCHITECT FOR FINAL SPECS 19 WOOD POST(S): REFER TO STRUCTURAL PLANS 20 21 ATTIC ACCESS HATCH ABOVE 22 ROOF DRAIN 23 EXISTING STAIRCASE & RAILING: NO CHANGE 24 RELOCATED OUTDOOR SHOWER : EXISTING OUTDOOR SHOWER ENCLOSURE TO BE RELOCATED 25 26 27 EGRESS CODE COMPLIANT WINDOW 28 29 30 -- 31 ROOF BELOW 32 -- 33 ELECTRIC RADIANT FLOORING @ BATHROOM 35 CABINETRY: TO SELECT BY OWNER 36 PROPOSED FIRST FLOOR PLAN A-101 AS NOTED PROPOSED FIRST FLOOR PLAN1SCALE: 1 4" = 1'-0" POWERS HANCOCK DESIGN PO Box 400South Jamesport, NY 11940 ISSUE NO.DATE ISSUE PROJECT TITLE: SHEET TITLE: DATE:PAGE: SCALE: MILLER RESIDENCE 49205 MAIN RD SOUTHOLD, NY 1 09-26-24 FILE FOR H.S. DENIALLETTER REVISIONS NO.DATE ISSUE CHRISTOPHER POWERS 2 11-27-24 FILE FOR HISTORICPRESERVATIONCOMMISSION W204 W201 W202 W203 W205 W206 W207 W208W209W210 W211W212W213 BEDROOM NO. 3 BATHROOM 4'- 2 1 2" 7'-6"20'-0" 15 ' - 6 " G A B L E E N D ROOF BELOW BEDROOM NO. 2 EXISTING NO CHANGE BATHRM NO. 2 EXISTING NO CHANGE UNFINISHED ATTIC HALLWAY DN 512" 5'- 0 " M I N 2'- 6 " 512" 7'-1112"312"18'-912"512" 14 ' - 7 " EQUAL EQUAL EQUAL 5'-1012"5'-1012"EQUAL 27'-6" OVERALL EQ U A L EQ U A L 512" HALLWAY CL CL CL CL CLCLCL CL CL FLOOR PLAN NOTES: ·5/8" GYP. BD. ON ALL WALLS & CEILINGS (U.O.N.) (MOISTURE RESISTANT GYP. BD. @ BATHROOM'S) ·FOR ALL STRUCTURE- REFER TO PLANS BY DILANDRO ANDREWS ENGINEERING SHEET NOTES SYMBOLS PROPOSED 2x FRAMED WALLS: REFER TO SCHEDULE BY STRUCTURAL ENGINEER EXISTING 2X FRAMED WALL TO BE REMOVED PROPOSED POURED FOUNDATION WALL LINE ABOVE LINE BELOW GUIDE LINE / CENTER LINE ELEVATION TAG SECTION TAG INTERIOR ELEVATION TAG DETAIL MARKER EXTERIOR DOOR TAG WINDOW TAG INTERIOR DOOR TAG X-XXXX X-XXXX X-XXXX X X XX AXXX X X-X X-X XXX FLOOR PLAN NOTES 1 WOOD FLOORING: REFERENCE FINISH SCHEDULE AND INTERIOR ELEVATIONS 2 TILE FLOORING: REFERENCE FINISH SCHEDULE AND INTERIOR ELEVATIONS 3 POURED CONCRETE SLAB: REFERENCE STRUCTURAL PLANS 4 GRAVEL PATIO W/ BLUE STONE STEPPING STONES: REFER TO DETAIL FOR FURTHER INFORMATION 5 PRESSURE TREATED WOOD RETAINING WALL: REFER TO STRUCTURAL PLANS FOR FURTHER INFORMATION 6 PATIO ON GRADE: REFERENCE LANDSCAPE PLAN 7 FLAT CEILING: REFERENCE SECTIONS 8 CATHEDRAL CEILING: REFERENCE SECTIOSN & INTERIOR ELEVATIONS 9 LINE OF EXPOSED BEAMS ABOVE: REFERENCE RCP & INTERIOR ELEVATIONS 10 WALL PANELING: REFER TO INTERIOR ELEVATIONS, WALL PANELING TO MATCH BUILT-INS 11 JIB DOOR: REFER TO INTERIOR ELEVATIONS 12 BUILT-IN MILLWORK ELEMENT: REFERENCE INTERIOR ELEVATIONS 13 INTERIOR STAIR: CLOSED RISER CODE COMPLIANT STAIRCASE, HANDRAIL AND/OR GUARDRAIL PER IRC R311.7 14 OUTDOOR SHOWER: PROVIDE ROUGH PLUMBING 15 VANITY: 16 CLOSET SHELVING AND/OR HANGING REQUIREMENTS T.B.D. VERIFY w/ ARCHITECT & OWNER PRIOR TO FABRICATION 17 -- 18 BILCO DOOR - COORDINATE WITH ARCHITECT FOR FINAL SPECS 19 WOOD POST(S): REFER TO STRUCTURAL PLANS 20 21 ATTIC ACCESS HATCH ABOVE 22 ROOF DRAIN 23 EXISTING STAIRCASE & RAILING: NO CHANGE 24 RELOCATED OUTDOOR SHOWER : EXISTING OUTDOOR SHOWER ENCLOSURE TO BE RELOCATED 25 26 27 EGRESS CODE COMPLIANT WINDOW 28 29 30 -- 31 ROOF BELOW 32 -- 33 ELECTRIC RADIANT FLOORING @ BATHROOM 35 CABINETRY: TO SELECT BY OWNER 36 ALIGN PROPOSED RIDGES WITH EXISTING RIDGES ALIGN PROPOSED RIDGES WITH EXISTING RIDGES ROOF BELOW ROOF BELOW PROPOSED SECOND FLOOR PLAN A-102 AS NOTED PROPOSED SECOND FLOOR PLAN1SCALE: 14" = 1'-0" POWERS HANCOCK DESIGN PO Box 400South Jamesport, NY 11940 ISSUE NO.DATE ISSUE PROJECT TITLE: SHEET TITLE: DATE:PAGE: SCALE: MILLER RESIDENCE 49205 MAIN RD SOUTHOLD, NY 1 09-26-24 FILE FOR H.S. DENIALLETTER REVISIONS NO.DATE ISSUE CHRISTOPHER POWERS 2 11-27-24 FILE FOR HISTORICPRESERVATIONCOMMISSION PROPOSED ROOF PLAN2SCALE: 14" = 1'-0" PROPOSED ROOF PLAN PR O P O S E D A D D I T I O N EX I S T I N G D W E L L I N G ( N O C H A N G E ) 162845 AL I G N T R I M 3 10 W10 2 W10 3 W10 4 W2 0 4 W2 0 1 W20 2 W2 0 3 W20 5 W2 0 6 EX EX EX EX EX EX 1±6'-11"EXISTING H.H.±2'-3"EXIST SILL 6'-8" PROPOSED H.H.2'-0" SILL 4'-3" 4'-312" H.H. 1'-1012" SILL 4'-11" H.H. 1'-612" W10 5 W10 1 10'-2" PROPOSED ±9 : 1 2 E X I S T ±9 : 1 2 M A T C H E X I S T ±9 : 1 2 M A T C H E X I S T 3 T.O.F FLOOR @ EXISTING FIRST FLOOR T.O.F FLOOR @ EXISTING SECOND FLOORELEVATION + 16.7'±20'-712" EXISTING OVERALL BUILDING HEIGHT21'-0" PROPOSED OVERALL BUILDING HEIGHT T.O. EXISTING RIDGE T.O. PROPOSED RIDGE SKY PLANE REQUIREMENT PR O P O S E D A D D I T I O N W109W110 W11 1 W208 W2 0 9 W2 1 0 W21 1 W2 1 2 W2 1 3 EX EX EX EX EX I S T I N G D W E L L I N G - N O C H A N G E 4'-11" 2'-612" A B SK Y P L A N E R E Q U I R E M E N T EL E V A T I O N N O T E S 1 RO O F : A S P H A L T S H I N G L E S CO L O R : C H A R C O A L ( T O M A T C H E X I S T I N G ) 2 SI D I N G : RE D C E D A R S H I N G L E @ 5 12" E X P O S U R E NO T E : T O M A T C H E X I S T I N G 3 AC C E N T S I D I N G : HO R I Z O N T A L C E M E N T S I D I N G - P A I N T E D , ; C O L O R T O MA T C H E X I S T I N G T R I M 4 WI N D O W T R I M : 5 / 4 x 3 P V C CO L O R : P A I N T E D T O M A T C H E X I S T I N G 5 WI N D O W H E A D : D R I P C A P - T O M A T C H E X I S T I N G 6 FA S C I A : 1 x 6 P V C PA I N T E D ; C O L O R T O M A T C H E X I S T I N G 7 FR I E Z E B O A R D : V A R I E S . S E E D E T A I L S CO L O R : T O M A T C H E X I S T I N G 8 WI N D O W S : A N D E R S E N W O O D W R I G H T D O U B L E S E R I E S & 4 0 0 S E R I E S (C A S E M E N T W I N D O W S ) 34" F U L L D I V I D E D L I G H T 9 RE S E R V E D 10 CO R N E R B O A R D : 1 X 4 P V C C O R N E R B O A R D - P A I N T E D C O L O R A N D S I Z E TO M A T C H E X I S T I N G PR O P O S E D E L E V A T I O N S A- 2 0 1 AS N O T E D PO W E R S H A N C O C K D E S I G N PO B o x 4 0 0 So u t h J a m e s p o r t , N Y 1 1 9 4 0 IS S U E NO . DA T E IS S U E PR O J E C T T I T L E : SH E E T T I T L E : DA T E : PA G E : SC A L E : MIL L E R R E S I D E N C E 49 2 0 5 M A I N R D SO U T H O L D , N Y 1 09 - 2 6 - 2 4 FIL E F O R H . S . D E N I A L LE T T E R RE V I S I O N S NO . DA T E IS S U E CH R I S T O P H E R P O W E R S 2 11 - 2 7 - 2 4 FIL E F O R H I S T O R I C PR E S E R V A T I O N CO M M I S S I O N PR O P O S E D F R O N T ( N O R T H W E S T ) E L E V A T I O N 1SC A L E : 14" = 1 ' - 0 " PR O P O S E D R E A R ( S O U T H E A S T ) E L E V A T I O N 2SC A L E : 14" = 1 ' - 0 " PR O P O S E D A D D I T I O N W10 6 W10 7 W10 8 W2 0 7 12 ±9 MA T C H E X I S T 16281034 T.O . F F L O O R @ E X I S T I N G F I R S T F L O O R T.O . F F L O O R @ E X I S T I N G S E C O N D F L O O R EL E V A T I O N + 1 6 . 7 ' T.O . E X I S T I N G R I D G E T.O . P R O P O S E D R I D G E 6'-8" H.H. 2'-2" SILL EX EX EX EX EX EX 12 ±9 EX I S T I N G D W E L L I N G EL E V A T I O N N O T E S 1 RO O F : A S P H A L T S H I N G L E S CO L O R : C H A R C O A L ( T O M A T C H E X I S T I N G ) 2 SI D I N G : RE D C E D A R S H I N G L E @ 5 12" E X P O S U R E NO T E : T O M A T C H E X I S T I N G 3 AC C E N T S I D I N G : HO R I Z O N T A L C E M E N T S I D I N G - P A I N T E D , ; C O L O R T O MA T C H E X I S T I N G T R I M 4 WI N D O W T R I M : 5 / 4 x 3 P V C CO L O R : P A I N T E D T O M A T C H E X I S T I N G 5 WI N D O W H E A D : D R I P C A P - T O M A T C H E X I S T I N G 6 FA S C I A : 1 x 6 P V C PA I N T E D ; C O L O R T O M A T C H E X I S T I N G 7 FR I E Z E B O A R D : V A R I E S . S E E D E T A I L S CO L O R : T O M A T C H E X I S T I N G 8 WI N D O W S : A N D E R S E N W O O D W R I G H T D O U B L E S E R I E S & 4 0 0 S E R I E S (C A S E M E N T W I N D O W S ) 34" F U L L D I V I D E D L I G H T 9 RE S E R V E D 10 CO R N E R B O A R D : 1 X 4 P V C C O R N E R B O A R D - P A I N T E D C O L O R A N D S I Z E TO M A T C H E X I S T I N G PR O P O S E D E L E V A T I O N S A- 2 0 2 AS N O T E D PO W E R S H A N C O C K D E S I G N PO B o x 4 0 0 So u t h J a m e s p o r t , N Y 1 1 9 4 0 IS S U E NO . DA T E IS S U E PR O J E C T T I T L E : SH E E T T I T L E : DA T E : PA G E : SC A L E : MIL L E R R E S I D E N C E 49 2 0 5 M A I N R D SO U T H O L D , N Y 1 09 - 2 6 - 2 4 FIL E F O R H . S . D E N I A L LE T T E R RE V I S I O N S NO . DA T E IS S U E CH R I S T O P H E R P O W E R S 2 11 - 2 7 - 2 4 FIL E F O R H I S T O R I C PR E S E R V A T I O N CO M M I S S I O N PR O P O S E D S I D E ( S O U T H W E S T ) E L E V A T I O N 1 SC A L E : 14" = 1 ' - 0 " PR O P O S E D S I D E ( N O R T H E A S T ) E L E V A T I O N 2 SC A L E : 14" = 1 ' - 0 " BEDROOM NO 2FAMILY ROOMSIT T I N G R O O M KIT C H E N / D I N I N G ±7'-914" EXISTING ±4'-312" EXIST. ±6'-638" EXISTING T.O.F FLOOR @ PROPOSED FIRST FLOORELE. MATCH EXISTINGT.O.PROPOSED FOUNDATION WALL T.O.SUB FLOOR @ PROPOSED SECOND FLOORELE. MATCH EXISTING MAX HEIGHT @ EXISTING DWELLINGPRIMARYBEDROOMBEDROOM12±9MAT C H E X I S T 7'-5"T.O.F FLOOR @ PROPOSED FIRST FLOORELE. MATCH EXISTINGT.O.PROPOSED FOUNDATION WALL T.O.SUB FLOOR @ PROPOSED SECOND FLOORELE. MATCH EXISTING MAX HEIGHT @ EXISTING DWELLING MAX HEIGHT @ PROPOSED ADDITION7'-0"4'-6"PLATE HEIGHT7'-312"UNFINISHEDBASEMENT LA U N D . R M / MU D R O O M UN F I N I S H E D ±7'-5" MATCH EXIST T.O . F F L O O R @ P R O P O S E D F I R S T F L O O R EL E . M A T C H E X I S T I N G T.O . P R O P O S E D F O U N D A T I O N W A L L T.O . S U B F L O O R @ P R O P O S E D S E C O N D F L O O R EL E . M A T C H E X I S T I N G 7'-0" FINISHED CL 12 ±9 MA T C H E X I S T HE I G H T @ P R O P O S E D L A U N D R Y R O O M MA X H E I G H T @ E X I S T I N G D W E L L I N G MODELNUMBERTRADENAMEPRODUCT PR I M A R Y BE D R O O M PR I M A R Y BA T H R M UN F I N I S H E D B A S E M E N T EX I S T I N G DW E L L I N G NO C H A N G E UN F I N I S H E D A T T I C 7'-5"7'-0" T.O . F F L O O R @ P R O P O S E D F I R S T F L O O R EL E . M A T C H E X I S T I N G T.O . P R O P O S E D F O U N D A T I O N W A L L T.O . S U B F L O O R @ P R O P O S E D S E C O N D F L O O R EL E . M A T C H E X I S T I N G MA X H E I G H T @ P R O P O S E D A D D I T I O N MA X H E I G H T @ E X I S T I N G D W E L L I N G 7'-312" T.O . S L A B PO W E R S H A N C O C K D E S I G N PO B o x 4 0 0 So u t h J a m e s p o r t , N Y 1 1 9 4 0 IS S U E NO . DA T E IS S U E PR O J E C T T I T L E : SH E E T T I T L E : DA T E : PA G E : SC A L E : MIL L E R R E S I D E N C E 49 2 0 5 M A I N R D SO U T H O L D , N Y 1 09 - 2 6 - 2 4 FIL E F O R H . S . D E N I A L LE T T E R RE V I S I O N S NO . DA T E IS S U E CH R I S T O P H E R P O W E R S 2 11 - 2 7 - 2 4 FIL E F O R H I S T O R I C PR E S E R V A T I O N CO M M I S S I O N PR O P O S E D S E C T I O N S A- 3 0 1 AS N O T E D EXISTING BUILDING SECTION THRU MA I N D W E L L I N G 1SCALE: 14" = 1'-0"PROPOSED BUILDING SECTION @ MAST E R B E D R M A D D I T I O N 2SCALE: 14" = 1'-0" PR O P O S E D B U I L D I N G S E C T I O N @ L A U N D R Y R O O M A D D I T I O N 3 SC A L E : 14" = 1 ' - 0 " BU I L D I N G S E C T I O N T H R U P R O P O S E D A D D I T I O N 4 SC A L E : 14" = 1 ' - 0 "