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HomeMy WebLinkAbout1000-21.-1-25.1 PROJECT GENERAL NOTES: BUILDING DEPARTMENT NOTES: LIST OF DRAWINGS: studio a/b architects Addition to Reed & Schubert Residence THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. EXCEPTIONS ARE SPECIFICALLY NOTED ON THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. 651 West Main Street, 1 /23 T.01 TITLE SHEET EACH DRAWINGS. 1. ALL WORK SHALL BE EXECUTED IN FULL COMPLIANCE WITH THE APPLICABLE PROVISIONS OF ALL 2 /23 C.01 Stormwater Management Plan Riverhead, NY 11901631 591 2402 1. ALL WORK OF THIS CONTRACT SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF LAWS, BY-LAWS, STATUTES, ORDINANCES, CODES, RULES, REGULATIONS, AND LAWFUL ORDERS 3 /23 A.01 Site Plan, Demolition Plans 6313231426 Owner: THE NEW YORK STATE(NYS) RESIDENTIAL CODE OF PUBLIC AUTHORITIES BEARING ON THE PERFORMANCE AND EXECUTION OF THE WORK. 4 /23 A.02 Floor Plans Maggi-Meg Reed & Michael Schubert NYS ENERGY CONSERVATION CONSTRUCTION CODE THE CONTRACTOR SHALL PROMPTLY NOTIFY THE TOWN AND ARCHITECT/ENGINEER OF ANY info@studioabarchitects.com 5 /23 A.03 Elevations 1 and Exterior Finish Schedule NYS FIRE CODE PORTIONS OF THE WORK IN THE CONTRACT DOCUMENTS THAT ARE AT VARIANCE WITH THE 815 fire road#3 NYS PLUMBING CODE ABOVE. 6 /23 A.04 Elevations 2 East Marion, NY 11939 NYS MECHANICAL CODE 2. ALL MATERIALS, ASSEMBLIES, FORMS METHODS OF CONSTRUCTION AND SERVICE EQUIPMENT 7 /23 A.05 Building Section West-East 1 Phone: 646-226-8163 NYS FUEL GAS CODE SHALL MEET THE FOLLOWING REQUIREMENTS: 8 /23 A.06 Building Section West-East 2 and West Bedroom Interior Elevations Owner: e-mail: schubert@ruderfinn.com APPLICABLE SUFFOLK COUNTY HEALTH REGULATIONS AND STANDARDS a) THEY SHALL HAVE BEEN ACCEPTABLE TO THE SOUTHOLD BUILDING DEPARTMENT. 9 /23 A.07 Building Sections W-E and N-S TOWN OF SOUTHOLD REGULATIONS b) THEY SHALL HAVE BEEN ACCEPTED FOR THE USE UNDER THE PRESCRIBED TEST METHODS BY 10 /23 A.08 Building Section North-South Maggi-Meg Reed and OTHER AGENCIES HAVING JURISDICTION ON THE WORK OF THIS CONTRACT, THE REGULATING AGENCIES. Site Address: 3. MATERIALS OR ASSEMBLIES REQUIRED TO HAVE A FIRE RESISTANCE RATING SHALL COMPLY 11 /23 A.09 Schedules Michael Schubert 2. DRAWINGS ARE NOT TO BE SCALED. USE DIMENSIONS ONLY,ALL DIMENSIONS AND CONDITIONS WITH ONE OF THE FOLLOWING: 12 /23 A.10 Stairway Details 815 fire road#3 SHOWN AND ASSUMED ON THE DRAWINGS MUST BE VERIFIED AT THE SITE BY THE CONTRACTOR a) THEY SHALL CONFORM WITH EITHER THE APPLICABLE CODES OR 13 /23 A.11 Bathroom Details 815 fire road#3, East Marion, NY 11939 East Marion, NY 11939 BEFORE ORDERING ANY MATERIAL OR DOING ANY WORK. ANY DISCREPANCIES IN THE DRAWINGS b) THEY SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ASTM E119, STANDARD METHODS OF 14 /23 A.12 Sky Deck Details Phone 917-945-9555 Tax Map#: AND SPECIFICATIONS SHALL BE REPORTED TO THE ARCHITECT. NO CHANGE IN DRAWINGS OR FIRE TESTS OF BUILDING CONSTRUCTION AND MATERIALS AND ACCEPTED BY THE SOUTHOLD 15 /23 A.13 Doors and Window Details 1 e-mail maggimegreed@aol.com 1000-21.-1-1.3 SPECIFICATIONS IS PERMISSIBLE WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT/ENGINEER. TOWN BUILDING DEPARTMENT 16 /23 A.14 Doors and Windows Details 2 NO WORK SHALL PROCEED UNTIL SUCH DISCREPANCY HAS BEEN RECTIFIED. (OR) c) THEY SHALL HAVE BEEN ACCEPTABLE PRIOR TO THE EFFECTIVE DATE OF THE CODE. 17 /23 A.15 Typical Details 1 architect: 3. THE ARCHITECT/ENGINEER HAS INDICATED AND ESTIMATED CERTAIN CONDITIONS EITHER NOT 4. ALL MASONRY UNITS SHALL CONFORM TO THE BUILDING CODE. 18 /23 A.16 Typical Details 2 studio a/b architects SHOWN OR NOT CONSIDERED RELIABLE ON OLDER DRAWINGS FURNISHED TO THE ARCHITECT, OR 5. THE CONTRACTOR SHALL OBTAIN EQUIPMENT USE PERMITS REQUIRED IN ACCORDANCE WITH 19 /23 S.01 Structural Notes and Typical Details NOT MEASURABLE DUE TO ABSENCE OF DRAWINGS, OR INACCESSIBLE TO VERIFY IN THE FIELD THE BUILDING CODE. 20 /23 S.02 Foundation, First Floor Decking Layouts, and Typical Details 651 WEST MAIN STREET PRIOR TO PREPARING THE DRAWINGS. 6. ALL NEW WORK SHALL COMPLY WITH ANSI 117.1 2001 AMERICAN NATIONAL STANDARD 21 /23 S.03 Second Floor& Roof Decking Layouts RIVERHEAD, NY 11901 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. T: 631 591 2402 4. ALL WORK ON THESE DRAWINGS SHALL BE CONSIDERED NEW WORK WHETHER STATED OR NOT, 7. ALL NEW INTERIOR WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASSIFICATION OF 22 /23 MP,01 HVAC and Plumbing Layouts F: 631 323 1426 EXCEPT WHERE SPECIFICALLY NOTED AS"EXISTING TO REMAIN". NOT GREATER THAN 200, SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450, AS PER SECTION 23 /23 E.01 Electrical Layout e-mail: info@studioabarchitects.com -.--._------ R302-9 (NYS RESIDENTIAL CODE). 5. COORDINATION OF ALL WORK UNDER THIS CONTRACT SHALL BE MAINTAINED TO ENSURE THE 8. ALL NEW THERMAL AND SOUND-INSULATING MATERIALS SHALL COMPLY WITH SECTION R302-10(NYS AF'P1�.�., VLE'L) �:3�� QUALITY AND TIMELY COMPLETION OF THE WORK/PROJECT. RESIDENTIAL CODE) ` i�I 1 9 THE CONTRACTOR IS RESPONSIBLE FOR FILING APPLICATIONS AND OBTAINING PERMITS FOR BOARD OF •I RUQTEES 6. THE CONTRACTOR SHALL DISCONNECT AND/OR REMOVE ANY EXISTING PLUMBING, ELECTRICAL SCAFFOLDING,ANY OTHER CONSTRUCTION EQUIPMENT OR PUBLIC PROTECTIVES REQUIRED TO FIXTURES, WIRE CONDUITS, OR OTHER WORK WHICH MIGHT INTERFERE WITH THE WORK OF THIS ENSURE SAFETY OF OPERATION. TOWN OF SOUTC OLD CONTRACT. 7. THE CONTRACTOR SHALL PATCH AND REPAIR ALL DAMAGED OR EXPOSED SURFACES DUE TO DATECONT K AND ALL AFFECTED AREAS SHALL B FINISHED SO TACT OHAT THEE RK. ALL TI ELY I HORIZONTAL OR VERTICNSTALLED, PATCHEDOAL SURFACE TO THE CLOSEST CORNEREIN BUILDING CODE COMPLIANCE: ` ALL FOUR DIRECTIONS MATCHES SCHEDULED CONDITIONS. 1. CLASSIFICATION OF WORK: ADDITION 8. FURNISH ALL NECESSARY NEW MATERIALS AT NO ADDITIONAL COST TO THE CLIENT FOR THE 2. USE(S)AND OCCUPANCY CLASSIFICATION(S): R3, ONE FAMILY RESIDENCE(AS EXISTING) FOLLOWING CONDITIONS: 3. CONSTRUCTION TYPE: VB a) ANY ALREADY COMPLETED WORK THAT HAS BEEN REMOVED OR DAMAGED IN ORDER TO 4. FIRE PROTECTION SYSTEMS: NOT REQUIRED (NYS EXISTING CODE SEC 804) PERFORM THE CONTRACT WORK. 5. ALARMS: SMOKE ALARM AND CO ALARM REQUIRED. SEE ELECTRICAL DRAWINGS b) TO FURNISH THE WORK OF THIS CONTRACT IN WORKMANLIKE MANNER. 6. RESCUE OPENINGS: SEE FLOOR PLANS 7. HEIGHT AND FIRE AREA: 23.8', 2 STORIES, AS EXISTING; 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL 8. STRUCTURAL DESIGN CRITERIA: ENGINEERED. WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTIONS AND OFF 9. FRAMING ELEMENTS: SEE STRUCTURAL DRAWINGS ALIGNMENTS ACCORDING TO CODES AND STANDARDS OF GOOD PRACTICE. 10. DESIGN LOAD CALCULATIONS: SEE STRUCTURAL DRAWINGS 11. LOAD PATHS FROM ROOF TO FOUNDATION: SEE STRUCTURAL DRAWINGS 10. DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY FOR PROPER AND ACCEPTABLE 12. NAILING AND/OR CONNECTION SCHEDULE, FRAMING DETAILS: SEE STRUCTURAL DRAWINGS CONSTRUCTION INSTALLATION OR OPERATION OF ANY PART OF THE WORK AS DETERMINED BY 13. GLAZING PROTECTION: REQUIRED (WIND SPEED 130 MILE ZONE; 0.1 MILE(<1 MILE)TO COAST LINE) CLIENT OR ARCHITECT/ENGINEER SHALL BE INCLUDED IN THE WORK THE SAME WAY AS IF HEREIN PROVIDE HURRICANE RESISTANT RATED WINDOWS AND/OR PROTECTION PANELS, AS PER WINDOW SPECIFIED OR INDICATED. AND R SCHEDULE 14. PLUMBING RISER D AGRAM: SEE PLUMBING DRAWINGS WINDOW NOTES. No. Description Date 11. WHERE MANUFACTURER'S NAMES AND PRODUCT NUMBERS ARE INDICATED ON DRAWINGS, IT 15. ENERGY CODE(COMPLIANCE(PRESCRIPTIVE) 1. ALL WORK IS TO CONFORM TO ALL APPLICABLE REQUIREMENTS OF LOCAL GOVERNING CODES, NYS. SHALL BE CONSTRUCTED TO MEAN THE ESTABLISHMENT OF QUALITY AND PERFORMANCE DEPT, OF LABOR, INDUSTRIAL LABOR CODE, RULE 21, HEALTH CODE, FIRE DEPARTMENT STANDARDS OF SUCH ITEMS. ALL OTHER PRODUCTS MUST BE SUBMITTED TO THE ARCHITECT FOR REGULATIONS, NBFU AND UTILITY CODES, OSHA CODES AND NYS BUILDING CODES. APPROVAL BEFORE THEY SHALL BE DEEMED EQUAL, ZONING: 2. ALL EXTERIOR WINDOWS TO MEET LARGE MISSILE IMPACT TESTING AND 120 MPH 3 SEC. GUSTS, OTHERWISE, PROTECTION PANEL TO BE PROVIDED. 12. FIRE STOPPING SHALL BE INSTALLED AT ALL PENETRATIONS OF FIRE RATED CONSTRUCTION AS ZONED: R40 3. SAFETY GLASS REQUIRED IN ACCORDANCE WITH NYSBC SECTIONS 714.2.6, 714.3, AND 2406. PER SPECIFICATIONS. 4. ALL CONTINUOUS INTEGRAL PULLS TO HAVE ROUNDED AND SMOOTH EDGES. REQ. ACTUAL/PROPOSED 5. INTERIOR WINDOW SILL STOOLS AND APRONS SHALL HAVE CLOSED END CAPS, SAME GAUGE AS 13. SIZE OF MASONRY UNITS AND WOOD MEMBERS ON PLANS, BUILDING ELEVATIONS AND SECTIONS LOT AREA................................ 40,000 ....................... 45,180 AS EXISTING STOOLS. ARE SHOWN AS NOMINAL SIZE. BUILDABLE LAND.................... 32,253 AS EXISTING 14. DIMENSIONS ON PLANS ARE INDICATED FROM SURFACE TO SURFACE BETWEEN WALLS, LOT WIDTH ............................... 150 ............................ 146.5 AS EXISTING DOOR NOTES: LOT DEPTH ............................... 175 ............................ 257 AS EXISTING PARTITIONS AND OTHER ITEMS EXCLUSIVE OF FINISHES, UNLESS NOTED OTHERWISE. FRONT YARD ........................... 50 .............................. 119 AS EXISTING 1 SIDE YARD ............................ 15 .............................. 20 AS EXISTING 1. ALL EXTERIOR DOORS SHALL HAVE A MAXIMUM OPENING FORCE OF 8.5 LBS,AS PER.ANSI 117.1 15. PROVIDE GUARDS, RAILS, FENCES, CATCH PLATFORMS, DECKING, NIGHT LIGHTING, ETC., AS 2 SIDE YARDS .......................... 35 .............................. 69.8 AS EXISTING 2. THE HARDWARE FOR EXTERIOR CORRIDOR AND LOBBY DOORS SHALL HAVE PANIC HARDWARE AND REQUIRED BY THE REGULATING AGENCIES TO PROVIDE ADEQUATE PROTECTION. ALL DOORS SHALL HAVE HANDICAPPED ACCESSIBLE HARDWARE. REAR YARD ............................. 50 ................ .... .......... 85.9 AS EXISTING 3ALL EXTERIOR DOORS WITH GLAZING TO MEET LARGE MISSILE IMPACT TESTING AND 120 MPH 3 SEC. DISTANCE TO BLUFF.............. 100 .................. ......... 23.9 AS EXISTING (EXISTING DECK) GUSTS. -- 16. THE CONTRACTOR SHALL KEEP WORK SITE FREE FROM DEBRIS AND ACCUMULATED REFUSE, 37.1 PROPOSED ADDITION SUMMARY OF WORK AND SHALL HAVE SOLE RESPONSIBILITY FOR PROTECTING ALL DANGEROUS AREAS FROM ENTRY BY BUILDING AREA............................................................. 3,198.31 EXISTING HOUSE INCLUDING DECKS 4. ALL DOORS TO HAVE SAFETY GLASS IN COMPLIANCE WITH SECTION 2406 (NYSBC). UNAUTHORIZED PARTIES. SITE WILL BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY 269.22 ADDITION (OUT OF EXISTING FOOTPRINT) THE SUMMARY OF WORK SHALL INCLUDE BUT IS NOT LIMITED TO: 17. THE CONTRACTOR SHALL MAINTAIN FREE AND UNOBSTRUCTED ACCESS FROM ALL SPACES AND 3,467.53 TOTAL AFTER THIS ADDITION ADJACENT SPACES THE EXTERIOR OF THE BUILDING AT ALL TIMES. 0 486.19 EXISTING SHED& DECK OTHER NOTES: 1. SECOND FLOOR WEST BEDROOM ADDITION COVERAGE .............................. 20% MAX. ................ 10.75% NOT INCLUDING SHED IN CEHA 1.1 BEDROOM HEIGHT IN FEET........................ 35 MAX. .................... 23.8 PROPOSED ADDITION SEE DRAWINGS 1.2 BATHROOM 18. THE CONTRACTOR SHALL, UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, HEIGHT IN STORY ....................2 1/2 MAX. ................ 2 AS EXISTING 1.3 SECOND FLOOR NORTH DECK SECURE AND PAY FOR REQUIRED INSPECTIONS, PERMIT(S), FEES, LICENSE AND INSPECTIONS 1.4 SECOND FLOOR SOUTH DECK NECESSARY FOR THE PROPER EXECUTION OF THE WORK. 1.5 SKY DECK AND ACCESS STAIRCASE 19. MINIMALIZATION, SEPARATION,AND RECYCLING OF WASTE ARE ENCOURAGED. 2. FIRST FLOOR ALTERATION 2.1 STRUCTURAL COLUMNS SUPPORTING SECOND FLOOR ADDITION 20. ADDITIONAL NOTES WHICH ARE APPLICABLE TO THE PROJECT MAY BE FOUND THROUGHOUT THE OTHER REGULATORY REQUIREMENTS: ABBREVIATIONS: 2.2 STAIRWAY ACCESSING TO THE BEDROOM ADDITION CONTRACT DOCUMENTS. Health Department: Not Required. Numbers of bedrooms are same AFF ABOVE FINISHED FLOOR H OR HT HEIGHT 2.3 ADJUSTMENTS FOR THE STAIRWAY IN EXISTING SCREEN PORCH AND DEN Existing Den, which will be used as Den, is designed as a master bedroom ALUM. ALUMINUM H.P. HIGH POINT 21. COPYRIGHT©[2019], STUDIO A/B ARCHITECTS g 9 THE ARCHITECTURAL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STUDIO A/B ARCHITECTS Board of Trustee: Required & AND HRDWD HARDWOOD 3. ALL RELATED MECHANICAL, PLUMBING AND ELECTRICAL WORK AND WERE PREPARED AS AN INSTRUMENT OF SERVICE TO THE OWNER AT HIS/HER REQUEST. THEY ZBA: Required APPROX. APPROXIMATELY HVAC HEATING VENTILATING AND MAY NOT BE DUPLICATED OR USED IN PART OR IN WHOLE FOR ANY OTHER LOCATION, PURPOSE, Planning Board: Not Required ARCH. ARCHITECT AIR CONDITIONING PROJECT OR OWNER WITHOUT THE EXPRESS, WRITTEN CONSENT OF STUDIO A/B ARCHITECTS. DEC: Not required (Past letter is attached) @ AT HORZ. HORIZONTAL THE OWNER RETAINS THE RIGHT TO INCLUDE: OR REMOVE ANY ITEMS ABOVE FROM THE CONTRACT. CONTROLLED INSPECTIONS: BLD'G BUILDING INSUL. INSULATION B.O. BOTTOM OF INT. INTERIOR C.I. CAST IRON L.F. LINEAR FOOT CONTROLLED INSPECTIONS AND TESTING AS REQUIRED BY THE DOCUMENTS, CLIENT AND THE CL CENTER LINE L.P. LOW POINT SOUTHOLD BUILDING DEPARTMENT CLG. CEILING MAT. MATERIAL CPEO ARCI CLO. CLOSET MAX. MAXIMUM �'� %A THE CONTRACTOR MUST NOTIFY THE ARCHITECT OR ENGINEER FOR CONTROLLED INSPECTIONS AT CMU CONCRETE MASONRY UNIT MECH. MECHANICAL �,Q'.� G�� J► LEAST 72 HOURS BEFORE THE SPECIFIC WORK COMMENCES. COL. COLUMN MIN. MINIMUM & _ CONC. CONCRETE MTD. MOUNTED CONT. CONTINUOUS MTL METAL CU.FT. CUBIC FEET N.I.C. NOT IN CONTRACT t _ 2 CU.YD. CUBIC YARD NO. NUMBER 0231g� -�0 SITE SAFETY AND PROTECTION NOTES: LOCATION MAP: DET DETAIL NOM. NOMINAL grF0 NES 1, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SAFETY ISSUES, MEETING ALL DIA. DIAMETER NTS, NOT TO SCALE ' JURISDICTIONAL AND OSHA REQUIREMENTS. DIM. DIMENSION PLY PLYWOOD I DIM DIMMER O.C. ON CENTER 2. SITE SAFETY PROTECTIONS SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO, EGRESS, SCAFFOLDING, DR. DOOR R RADIUS DWG DRAWING RAIRAILING FIRE PROTECTION, TRIP HAZARDS PROTECTION, ETC. THEY SHOULD ADDRESS ANY POTENTIAL INTERACTION BETWEEN THE EXISTING USE, GENERAL PUBLIC AND EXPOSURE TO THE CONSTRUCTION ELEV. ELEVATION R ELEC. ELECTRIC R.D..NF. REINFORCING ROOF DRAIN PROCESS. ENT. ENTRY REQD. REQUIRED EQ. EQUAL RM ROOM - EQUIP. EQUIPMENT SF SQUARE FEET PROJECT • " ° - EXIST. EXISTING SIM. SIMILAR Reed & Schubert EXT. EXTERIOR SPEC. SPECIFICATION y= FF FINISHED FLOOR S.S. STAINLESS STEEL PROJECT SITE FIN. FINISH OR FINISHED STD. STANDARD Residence FL. FLOOR STL. STEEL FLASH'G FLASHING TEL. TELEPHONE Loi" lslamd Sound ;"' F.P. FIRE PROOFING TH. THICKNESS g FT FEET T.O. TOP OF "" `<.. GA GAUGE TYP. TYPICAL �b GALV. GALVANIZED U.O.N. UNLESS OTHERWISE NOTED TITLE SHEET t# G.C. GENERAL CONTRACTOR V.1. VERIFY IN FIELD j" GL. GLASS w W WIDTH GWB GYPSUM WALL BOARD W/ WITH ... WD WOOD '5- W.R.B. WATER RESISTIVE BARRIER ,0Project i number 1811 Date 08/05/2019 Drawn by HA SEP - 3 2019 a.� 4 Checked by GB ,� T . 01 O N LO Scale As indicated 00 studio a/b architects SOUND651 West Main Street, 'SLp,ND Riverhead, NY 11901 LONG 631 591 2402 i313231426 nfo@studioabarchitects.com _ - Owner: Maggi-Meg Reed and — LAND NOW OR FORMERLY OF "�- _ �- Michael Schubert ` \ ` .. -MAGGI-MEG REED AND 815 fire road#3, East Marion, NY 11939 ---� —MICHAEL SCHUBERT- -- Phone 917-945-9555 e-mail maggimegreed@aol.com _ = _~ �' .. NOTES: WETLAND BC)UNDRRY`�"`"- -._.' `�__..___ ~_~--"`--"- ~``�"-.. 1. ALL EXTERIOR WALLS AND TRIMS TO REMAIN TO BE REPAINTED ~ W LAS NYS DEC BOUNDARY­ 2. ROOFS TO REMAIN EXCEPT WHERE PATCHED m 3.ALL INTERIOR CEILINGS, WALLS TO REMAIN TO BE REFINISHED E.N.VARONMENTAC„ ---- " RESOURCE_MAPPER - "` ' _ _ .!V�6o ` 4. ALL INTERIOR WOOD FLOOR TO REMAIN TO BE RE-SANDED AND REFINISHED -' 141.88 _ - 5. ALL REMOVED DOORS AND HARDWARE TO BE STORED FOR OWNER'S REUSE O OF SLOPE,_",�.�."__,, ~,M _ E` BOTT M E .10' .'..».-.,._..,.._~.__.,,....____ ZZ ��"�' , .,t ,,,w, -._--"- „ _.", ,.T ^,"w---`-'-- `--^.:,-.,_'W»,, -tea.,,,"_..,,.".-._._.»,.-,,._, ""`.�,.,, •,''ti. ',."`..�'"',.'"".,,,,'^...,,,� , «, ,,```-•``.. - - ,. ',,,'4'4,'x,..'"-,. `., '•, CS PROP. 2FL DECK - .,` ' ,,. `.�« ^., ,„•,:/,.' \�. ,� TO REMAIN - .. .... - ---- -- -611 _ .. ....... �r fix\ µ TOP OF BLUFF TO � r � � �, �., \,, `{„ , `�: r CORNER OF PROP. it, ,, QB4 - - - - 2ND FLOOR DECK / t _-- €L.,45 ------------ — " TO PROP. _/___--d �'`1 � _ `� M �� . ` 133.8-7f,11i I COLUMN --------- 120 ----- TO EXISTING O O _�' �` � L.50.T� EL 46.T \ -_------- -- --------- - � ROOF ' SCREEN Q/�,, \..,._,___ _ " -- _-� ., "� EXISTING - �`` \� i TO BE i --_-_-------- TO i PORCH / ~ �'C%�O \ '�-~ FRAME AGE /.y , DEMOLISHED TO PROP. o / (�t:s1 a)„ --� 2ND FLOOR o. ADDITION �� � _~._ -_- ', \� n o~ ROO ._..._.. Date No Description a, 5 M �. "'�•� " \ ,� I\ i �,�N i STR1UCTURF TO --- -- - - --- -- \ � l� --- - - _ _ \ EXISTING DECK­-7. �-- / ,` • �\ t�,~ ` �r \ ROOF i ROOFING MAY �\ I - $ ; , 59 �,\ �` ---,-"�� ��"-�. / ,� GTO i E ` �� t _ � \ `•�,,, OVERRAN i� �t)EMOLISHED � __ I ; o X- o 0 \ .._.. . / �� --\ ' _ _- REMAIN �I \ r \ �� B2 EXIST,INi CD L0 K LAND NOW OR , ,o bPo., � ------------ ------ -FORMERLY i B1 OF 9 EL.64.1 ( - - ' \ -. w. „_ \\2� `'. --- — --- — HENRY VISCARDI JR. / t I M / EL¢2' ? XISTING COVERED PO GH o / EXISTING-DECK g — — SEL.58 \ 8'--" A 1 A2 A2.6 A3 A4 (EL.AV 5 5CJ�'). \ �• Ij '`--'- .-..-----~. ,* " . ` , i— " � \\ Second Floor Demolition Plan EL.56.3' ✓ / O \ 1/U 1 —0 PROP. ROOF/DECK ADDITION OVER �� LOT EXISTING ROOF e-7-:EL.50.7' e \ PROP. 2FL& ROOF/ EVEL / / co zu co DECK ADDITION 14 Q \` ;o LOT ( EL.54.4' �' / \\ UPPER PART OF THIS CLOSET WALL TO BE DEMOLISHED / o Q� � !1/ � -" FOR NEW STAIRCASE INSTALLATION V o 0, / / - - 00, ! EL.52.4 �/_ / WALL OPENING TO BE MADE LOT 2 �' p ARCy T / J -- - - PART OF SCREEN PORCH WELL EL,,.52,r,, COLUMN TO BE DEMOLISHED A1 .8 _ e ---- C) \ LOT 1 0423'1 ' .542 0 LAND NOW OR -- �rE ..... f / o FORMERLY OF - -- - - = _ ... . - - M 134 THIS IS THE END OF B3.9 _. - ._.._ co THE ROAD, LLC �� I ---------------- . -.-.-------- --- 4g 0 / -- ----- ------------- - --------------------------------------------------- -,- - --------------------- ---- ----,-----------= -„- =--- ----.- ---- - - 00 w S o \ / PART OF DECK -- 4 / DEMOLISHED _ _-:.--::: _. . _ _ - ._:___.: :_.:.. . ...... ....._..:.:-:.._:.__._. 0 08 __-._-_- -- o . 00 = ------ - - ----------- _77=------------------- - 1 - ----- --------------------------- -------------------------_------.--- -----_- N o0 4925 �V I - - - _ ( PROJECT LOT 5--__ --- ------ -- C - - ff^^ ---- „ o / - --_ - -- - - -- -:_ __ j :: Reed & Schubert --�`-- ALL�LOORS ANDDECKS TO-REMAIN ' - Residence - . . a / x .... ___________________ _______ -_--__-_:---_-__ ____ SITE PLAN IS BASED ON SURVEY ------ ._ , ------------------------------.- ---- ------- ----BY NOT KNOWN - -- --- --_- -_- Site PIan Demolition rDATED NOT KNOWN _ ,30, EL.s = _ Plans :0F SURVEY OF PART OF LOTS 2, 3, &4 SUBDIVISION MAP, LAND OF / _ _ _ _ MARION G. RICHARDSON - _..--.-.......... ............- r � � FILED DECEMBER 31, 1927 MAP#859 ' EAST MARION, OWN OF SOUTHOLD BO Project number 1811 o � SUFFOLK COUNTY, NY SURVEYED 08-26-03 Al A2 A2.6 A3 A4 I. -+;'� r' a` jfOate 08/05/2019 e`'.._�;, Drawn b TAX MAP#: 1000-21-1-1.3 I Y HA I .-'\;1 a SEP 2019 cked by GB M Site Plan First Floor Demolition Plan A. 01 ” o LO Scale As indicated co I' AREA OF BLOW-UP AREA OF BLOW-UP studio a/b architects 651 West Main Street, Riverhead, NY 11901 r------------ -------------- ------------ ---------------- r 1 631 591 2402 631 3231426 I mfo s '@tudi EXISTING DECK TO oabarchitects.com I REMAIN . A1 .8 %/% I I A1 .8 I - _ I- - � _ --- I % _ _Y---._ �; Owner: - - - I Ma i-Me Reed and I ; I B4 �- I B4 - - - -I - Michael Schubert IB3.g - I I Bedroom 2 I I El I 815 fire road#3, East Marion, NY 11939 I I ) I B3.8 -- I Phone 917-945-9555 EXISTING TO i I �/ UP I e-mail maggimegreed@aol.com E Screen Porch I Living/Dining/Kitchen REMAIN EXISTING TO I EXISTING TO REMAIN - I - REMAIN I -- -- li I -- a_ I - _ --- -- A.06 5 I I 3 A.06 :: 5 ---- w -- r, `J� I I ► C Bathroom I I 6 - a �7 �_-- F7 I -- c I Bedroom 3 - EXISTING --- Den GTO III Den I I REMAIN EXISTING TO B2 i - - _.._ .... - - -- - _ _._ --_ TO I I B2 --- -I - - - - {{ =� REMAIN ) I I I I EXISTREMAING. - I d I EXISTING ENTRY DECK I I 5 z..... �_.........__.. --- T - - -- O REMAIN - 131 I I i l I 7 BO 130 ==� -- Al A2 A2.6 A3 A4 Al A2 A2.6 A3 A4 L----------------------------� L---------------------- 2 First Floor Ke Plan Second Floor Key Plan No. Description Date 1 2 7 A.08 A.07 INTERIOR EXISTINGf EXTENSION INTERIOR A.03 TO SCREEN I A.03 1 2 PORCH i 1 A.07 A1 .8 � f` A1 .8 11'-4 1/2"+/- 4'-7"+/- 3'-7 1/4" / WITTUS SHAKER STOVE B 5 �_._..______._�_�..__.. W/VENT - - - - W/CHIMNEY F1 EXISTING I I W/39"X 39" BLACK STEEL I SKYLIGHT, TYP. SCREEN PORCH EXTENSION 1 FLOOR PLATE - -- - NEW 6X6 ACQ COLUMN ± �° M - �- - - - - " B4 - - orth Deck +- �� �- � g 3 6 133.9- - 2 1 studio a/b architects A.07 A.08 1X2 ON 1X12 FASCIA 651 West Main Street, PROP. SKY DECK 3 2 3 Riverhead, NY 11901 A.12 A,12 A.10 631 591 2402631 323 1426 info@studioabarchitects.com NEW SKY DECK SUPPORT WALL A4 A3 A2.6 A2 A1 .8 OA1 YOwner: NEW WALL , Maggi-Meg Reed and CEDAR VERTICAL SIDING Mlchae� Schubert TO MATCH EXISTING 815 fire road#3, East Marion, NY 11939 U_ Phone 917-945-9555 = a e-mail maggimegreed@aol.com I o co 0 i N Z Ei EXISTING ROOF I / \ I o 0 5 w M U) � O — a o a I t — Secon Floor es � o Zh EXISTING SKYLIGHTS -- `�' NEW WALL' w CEDAR VERTICAL SIDING _ TO MATCH EXISTING Z ALL EXISTING TO REMAIN (NO WINDOWS OR DOORS ARE SHOWN) X w71 EXISTI EXIS ING SCREEN PORCH COLUMN WALL NEW WALL EXISTING WINDOWS PROP. 6X6 ACQ COLUMN I I I I First Floor 6 . _ 0" III- I I I 1 I I I II I I I I I I -III I I I - I'I - I , --- _ ; I -- � ,_ • . . -, • ~. .. . No. Description Date 77I ���Em r I H I 1E1 -_I _ - f77=-7 7:::::7 T F--:::: I I _ _ _ = I= _ I I I III III=1 I I1 I I1 I I IIIIII—III III—III III=1 I IIII-1 I I—IIIIII=1 I IIII=1 I IIII=1 I I—III III—III 1111111 I I—III III1 I I1 I I III I I IIIIIIIII I I III1 I III III—III— I IIIIIII—III-1 I I1 I IIII1 I I— 1 North Elevation EXISTING SCREEN PORCH COLUMN 1/4" = 1'-0" 1 2 2 1 A.07 A.06 A.05 A.06 B4 B3.8 B3 B 1 BO Exterior Finish Schedule ext fin# Construction Exterior Finish Color Notes 1 New Roof Asphalt shingles to match existing 2 New Roof under north deck EPDM, PVC, or TPO single ply light gray or white waterproofing membrene 3 New Roof over South Deck 5/8" Polycarbonate Twin Wall Sheet Clear 4 Fascia 1x Cedar weathered gray 5 Soffit 1/2" PVC board white 6 New Wall, except South end Cedar Vertical Siding to match existing weathered gray NEW ROOF 7 New Wall, South end (#BO) Reversed Board and Button, Cedar weathered gray Use 3/4"sheathing 1x4 on 1x2 8 Window and Door Trim 1x4 Cedar, flush to siding weathered gray 9 South and East Lattice Panel Vertical 1x4 Cedar @4"O.C. weathered gray 1X6 FASCIA 10 Deck Railing Top: 4x4 Cedar, Face: SS wire @4" Cedar to be weathered gray O.C., partially Vertical Lattice; Railing Post: 4x4 Cedar 11 Deck 5/4 x 4 Cedar To be protected with wood clear sealer, or deck stain 12 Exterior Structural Column and ACQ 6x6 columns, ACQ 4x6 braces Bracings p ARCH/T� PORTHOLE ARI12�� OWNER SUPPLIED i i E PROP. WALL Q� CEDAR VERTICAL SIDING ¢ Z , TO MATCH EXISTING I I I .� �% o 023 LEADER �TgTF OF Second Floor West t 73' 0" EXISTING ROOF/FASCIA I I I I PROJECT PROP. 6X6 ACQ COLUMN Reed & Schubert NEW 6X6 ACQ ` COLUMN � EXISTING DOOR&WINDOW Residence - -- �\ KEEP EXISTING EXISTING WALL SCREENED CEDAR VERTICAL SIDING OPENING EXISTING Elevations 1 and SCREEN ' PORCH First Floor COLUMN — — — — 61' - �" Exterior Finish - ;•, -,• - - ' - •,•- LEADER CONNCECT TO DRAIN TILE S ch ed u I e CONNECTED TO STORM DRAIN SYSTEM II I -7 I EXTERIOR FINISH NOTES:_-7 Project number 1811 — 1. IF REQUIRED, PROVIDE FINISH SAMPLES ON THE SPECIFIED MATERIALS. I Rate 08/05/2019 —I B3.9 � '`1 SEP - 3 2019 yawn by HA a_ ---- — I hecked by GB v cm - III III—III III IIIIII—III III VIII VIII III III I III—III III III—III III III I j I I I�I—III III III—III III I I � V , ,;.,:'. N 2 West Elevation ~� A. 03 �� C) N Scale As indicated co If SIDE OF EAVES �+ LATTICE BOARD 1 2 3 2 3 st u d i o a/b arch i to cts CONTINUES TO BE A.08 A.07 A.10 A.12 A.12 BOARD& BATTEN i 651 West Main Street, Riverhead, NY 11901 < REVERSED 1X4 VER ICAL LATTICE 631 591 2402 BOARD & 631 3231426 BATTEN 1X4 �� BA 1X2 CEDAR info@studioabarchitects.com Al A1 .8 A2 A2.6 A3 EXISTING CHIMNEY A4 Owner: VERTICAL CEDAR SIDING TO MATCH EXISTING Maggi-Meg Reed and GUTTER I Michael Schubert 815 fire road#3, East Marion, NY 11939 HALF ROUND SHA Phone 917-945-9555 o - - --- — e-mail maggimegreed@aol.com EXISTING ROOF W/ DORMERS CEDAR 4X4 COLUMN I I Second Floor West t t I I I 73 0 EXISTING ROOF TO REMAIN EXISTING AWNING OVER PORCH EXISTING TO REMAIN NEW BRACING 4X6 ' ACQ, TYP. NEW 6X6 ACQ COLUMN EXISTING WALL [ — — — — — — — — _ — — — First Floor__ 61' - 0" No. Description Date –I I II I I III III—III I I II I I III III III III III III III—III III III IIIIII—III III IIII I INEW DECK GIRDER I I I III III III IIIIII—III IIIIIIIIII I II I IIIIIII—III III IIIIIIIII—III I I NEW 12" DIA. CONC. PILE, TYP. EXISTING ROOF 1 South Elevation 1 M = 1'-0" 1 2 2 1 A.06 A.05 A.06 A.07 BO B1 B2 B3 B3.8 B4 B5 Y I NEW ROOF ASPHALT SHINGLES TO MATCH EXISTING NEW SKYLIGHT NEW SKY DECK I I I I I 1X6 FASCIA RAINWATER FROM NORTH PART OF ROOF SHALL BE DELIVERED TO THE EXISTING MAIN ROOF SOUTH SIDE UNDER THE SKY DECK CONST. r - -- ______---- SKY DECK �c0 AR�H1T SUPPORTING LEG WALL Q,Q F TO MATCHVERTICAL EXISTINGOPS\ VERTICAL 1X4 LATTICEIDING <v -� ON BOTH SIDES aWc = r � ON WRBcc ON 2X4 STUDOSI t€ATHING 023-1 Second Floor West F F N 731 - 011 l Living/Dining/Kitchen PROJECT `6 Reed & Schubert Residence First Floor f'J _ - - - - 61' =o'er® Elevations 2 110 -CRAWL SPACE ,` �> � r r r "`:Project number 1811 55' - 6"� a 'to 08/05/2019 - j SEP - 3 r n by HA Basement 2019 ' Ch cked by GB v � � ,� �� , ����� —III I I- 52' - 6" � �_.___---..-.__._.__.. JUI 1=1 I _' ' I I 1- � I „ East Elevation ._.�-.______.:._....-:• _.___ _____...I L=t W E, A004 0 In Scale 1/4" 1 1-011 co Il