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HomeMy WebLinkAbout47790-Z TOWN OF SOUTHOLD ' BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47790 Date: 5/6/2022 Permission is hereby granted to: MarratimeCap.................._._...................... ......w_.....____....._.............m_.............._M._._.................. _..v .._.a...........�_ 71 w15th.f, NY 11579 To: construct an additional bathroom on the second floor on an existing single-family dwelling as applied for. At premises located at: 260 Royalton Row,µMattituck SCTM # 473889 Sec/Block/Lot# 113.-7-19.40 Pursuant to application dated 4/5/2022 . and approved by the Building Inspector. To expire on 11/5/2023. „ Fees: CO-ALTERATION TO DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $222.00 Total: $272.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 ht[la :// ,yV ���aLitlioldl(�,)r nii, ii,lr Date Received APPLICATION FOR BUILDING P MITT ��.Office Use Only C � I.. PERMIT N0 BuildingI�Rsctrr 2022 Applications and forms must be filled out in their entirety. Incomplete BUILDING DEPI applications will not be accepted. Where the Applicant is not the owner,an TOWN OFSOI IrH LD Owner's Authorization form(Page 2)shall be completed. Date:4/5/22 OWNER(S) OF PROPERTY: ..mm_...-.._..._, ..�-...�..—.�.�... __ .,—..._ Name:Constantino Marra SCTM #1000-.�..I�_.....�wr ' � �...,_......_..�... Project Address:260 Royalton Row Mattituck (Lot 11) Phone#:516.946.2355 Email:dmarra02@gmaii.com Mailing Address:71 15th Ave Sea Cliff NY CONTACT PERSON: Name:AMP Architecture, Jess Magee � � Mailing Address:1075 Franklinville Rd Laurel NY Phone#:516-214-0160 Email:jmagee@amparchitect.com DESIGN PROFESSIONAL _._.—...�.._._.._....—.. .� DES L INFORMATION: � — Name:AMP Architecture, An hoo YP Portillo Mailing Address: 1075 Franklinville Rd Laurel NY Phone#: 160 5 ...._ .....�.�._.._............ .. �-.._�. ... ._., w.. .--....�..w.......__.�w�w�.� Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone M Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: DOther New bathroom �_... Will the lot be re-graded? ❑Yes !!i"No Will excess fill be removed from premises? ❑Yes BNo 1 PROPERTY INFORMATION Existing use of property: Vacant Lot Intended use of property: Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to A-C this property? ❑Yes ONO IF YES, PROVIDE A COPY. ® Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPUCA71ON IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print nam : AMP chitect re,Jess Magee ®Authorized Agent ❑Owner Signature of Applicant: Date: ql s/o Q STATE OF NEW YORK) SS: COUNTY OF Suffolk AMP Ar<:hitecti.:ire,Jess Mi " being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of ZDV 1 w, ,P wmsu N Public, e of New Ybrl a rioraar No.010,Rr 3122 .. .... '� PUBLICr Qualified uali i 1�inrl° ty1 dPr OWNER A�,J 0Rfi A r� / (Where the applicant Is not the owners Exsosl6t1 �� �aaaK�u� I, �l /' �14,11i"L ., residing at.�y 1 /�V_111c1,,� P �/��C �/ do hereby authorize * � to apply on my behalf to the Town of Southold Building Department for approval as described herein.. Owner's Signature Date Print Owner's Name 2. SITE PLAN HATCH KEY: PROPOSED BUILDING ADDITION Q U CD ® PROPOSED ACCESSORY STRUCTURE no,, W ' Z N ® PROP05ED 2ND STORY J rl w O ho A .. CARPENTRY O \\. ..\.. \<tt h. : ± ` ,.i \ ." ` v.... :,. :: z: ;. I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH 2 BETTER Fb - 875 UNLESS O O z .:\., ?�rs' ,° `�.«;4, �.. ��; > ,. `�,,�� =<� ( ) L OTHERWISE NOTED. �/ �L<, =k Aisrt°. .�..>,,'Iv^ "t' ` fix',°• jIN ,:\ \\ . .A\¢ ,,^'A) ■N� a'. ,\ , \ \\ ,:i.�; ,\ t� 2. ALL LUMBER IN G SPACES Cf' ;;..� °ti°� �.,\�\\.,\ RAWL TO BE IS ABOVE SCRATCH GOAT. MAINTAIN �" m � \,. o..\ 8 MIN. FOUNDATION EXPOSURE. RLP) �jl R_A� uu- q P_ W, m, 7rH [ Uulvl y: >rr; 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH ? , ` . ..>`::._\ ., . � ,< .,��a�g> ..':� TERMITE SHIELD, ALSO PROVIDE SILL SEAL/INSULATION SIZE OF SILL O ; >�: ATE - - «g .:1 e< �: \5° TO BE 2 2 xb UNLE55 I 2 xb 15 NECESSARY T '.f..; � O O O MATCH FLOOR HEIGHTS WITH THE ._,? \>,. :i EXISTING STRUCTURE. _ y{ s. = YR` 4 a "TECO" Y \\. 4 H . AT FLUSH FRA TNG 5E 6 1 L M U I GAGE KETAL JOTS T5 RANGE ��r'•a.. �`w~ � �\. RS BY TECO OR EQUAL. Z , W ' M SV B ;:. .. > .. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN O .. , �;•.�:.�,: �:: FL ORS, ROOFS, AND WALLS. J ° M °moi is 1 '9, ` ;.i. ,,, :,;:,, 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS POSTS AND BATH O , r }, ...._ .. ; ::��.;°. ,\\ �1�� TUBS,U.O.N. " , ,x„ • }, ,A t rct . \ :.a>•t .,. ,:".«e,. ..,,.., ;:t:, .,,, \ \\ '7. ALL BEAMS, GIRDERS ETC. TO HAVE MIN. OF 3 12 BEAR � � ..�>>116%\0 y�• a' .' :,.:• �; / IN6 \\ .\, 1R >3 j \: ,g \. , d a ` i \. .\ i1 ,� 1 c> \a .\ \ n n , r :. \\ \ \ kt:. c\$o.: 3 \. �\\ =z= \ .a. \ 8. MIN. HEADER TO BE 2 2 xl0 UNLESS OTHERWISE NO \:. \\>\ ... O TED. \� .d :. ..<.\.. �,,.H, J :.... . ::: ` : .• \. ;..\`_,.. F• y > �I. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY \,\ \`• x: _ \.\\�. .\v\ LL \ ¢' /CONCRETE TO BE 5 ;e c �:. \\\;, c:.> !a ,. P.T. N \.,, \. \ °•\ 1 \\. '.. `' . a�a„\.\ ;` 1 10. ALL EXTERIOR SHEATHIN6 SHALL BE NAILED AS PER FASTENING SCHEDULE ON 6 - ° ' �.<' ....•,. ,a ;: t z; PA E 6 003. GENERALLY, 5HEATHIN6 \ .:•r\ :1 €g': :: '>` .. :.. ., �sW RW15E NOTED. SEE FLOOR LA � <> .. wR 1 ,\\�\,, ° b: ,�\ � ',` 15 OF I/2 THICKNESS ON WALLS AND ROOF AND IS OF GDX GRADE, UNLESS OTHE L PLANS FOR N.Y ;a,� ?':; '`sir.' ;, ,'�•. .. , \°�� „ ...,a: :. '\ ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN APP ICA L BLE. $a,, ..,��,>, II. SUB FLOORING, GENERALLY, TO BE OF 5/4 THIGKNE55 AND OF GDX GRADE. NAILING AS PER FASTENING SCHEDULE ON a. ��� r• .. ;��;: `��' ``i� ,'�:. •< PAGE 6-003 AND GLUED U.O.N. ,\ .s t 1 1 ' ,'. �, °Y;,•r 12. EXTERIOR SHEATHIN6 TO BE COVERED WITH TYVEK HOUSE WRAP OR APPROVED EQUAL. I. ,; ,. a. - . ._: 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HE16HT5 AND AT UNSUPPORTED D E 6E SEAMS OF EXTERIOR 5HEATHIN6 L_ r :rii _ $; s' 391'•"• .'z.a: ," e' ir. et9':e t R- �. O 0 "al, I I� 1 14. PROVIDE X GR055 BRACING AT JOISTS, R5 WHEN SPANS EXCEED 8-O AND AT EVERY V-0". � ":;• :�; �',.�{, •ff >� STUDS, AND RAFTERS V _ A\ f'F,''. ,g,�'- .. ,a.4s ;.R"R'`.,"k" uj ' •.. w. ""'r 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS SEE A - �` L50 PAGE 6 003, F- : . \\: \>::•\x �g;,a "•' a.: "3!t$. •k:::,.f'.'1:. .,.fiK. „' :;. •? ,�o? e3r`Q: 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS NECESSARY.as V J >,�,dP`.' .,,i, :`\'� •",',•• a.3a,``" ey;• is"€e?,..k I7. PROVIDE N N - =«a I E ALL AILI 6 AND STRAPPING ADDRESSED ON PAGES 6 \ t 003. I Q L.OG,�T I ON MAP 1a AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE GENERALLY SEPARATE DOUBLE J015T THE �. 1 ` THIGKNE55 OF WALL ABOVE. SUB FLOOR SHALL NEVER EXCEED A 1611 SPAN. I \ SCALE: NT5 19. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING AS PER PAGE 6-003. 1 in 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN I m \ ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER METAL BY REPEATED BRUSHING, DIPPING, OR 5OAKIN5 UNTIL THE WOOD r \ AB50RBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1 '0 CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MANUFACTURER SUCH A5: HAN&ER5, NAILS, SCREWS,FLASHING, ANCHOR BOLTS, ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, I _ _ i�fi�Oi�OSED 5ATHi�00M ON SEGONI> FLOOR ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: A.I - - - - - - - - - - - - - - \ B. E6 OR61A 1PACIFIC 2.OE 6--P MIAGROLAM � PSL (PARALLEL STRAND LUMBER) DENOTES: 1 I � A. TRUSS JOIST McMILLIAN 2.0E PARALLAM I i DECK \ ALL TO BE INSTALLED AS PER MANU. SPEC.'s I D G 240 SF � PROJECT LOCATION & SCOPE 22. I-JOI5T FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD FRAMING MATERIAL STANDARDS SECTION, THE 1 \ C70VERNINO BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S CODE SITE PLAN & ZONING DATA EVALUATION REPORT. GENERAL NOTES 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF 50LID 5AWN RAFTERS SHALL NOT BE OUT IN THE MIDDLE ONE'-THIRD OF I THE RAFTER SPAN. NOTCHES IN THE OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL RAFTER )-- I Z' \ ` DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. p '967 5 RY N ���0 \ /� PROPOSED SECOND FLOOR PLAN NOT BE GRED OLFS ARE LI 21 INCHES IN DIAMETER TOP OR BOT ONE-THIRD THE ED6E5TUAL RAFTER DEPTH AND THE EDGE OF THE HOLE SHALL a .00TO 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE MIDDLE ONE-THIRD OF THE STUD LENGTH. I ry I NOTCHES IN THE OUTER THIRDS OF TPE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED HOLES 1 \ SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE OF THE HOLE SHALL NOT BE OL05ER THAN 5/8" TO r 53.6' �\ THE EDGE OF THE STUD. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GRO55-5ECTION. I ' � 581' DWV WATER SUPPLY RISER I .4 �'� I O I .O® / 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE i I 302 PORCH Sg4R4G \� \ CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, I S� NOTES, AND TABLES ON PAGE 6-003 d 6-004. THE FASTENING SCHEDULE I I SPECIFIES THE REOV NAILING FOR THE 5HEATHIN6 (ANY NAILIN6 \ SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING SCHEDULE). HOLDOWN5 OPERATE IN \ CONJUNCTION WITH THE PERFORATED SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEG.'s). HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. I � \ 26. COLUMN BEARING AS FOLLOWS: DRIVEWAY \ t� T DATA : WOOD P05TIN6 TO BE BLOCKED SOLID TO FOUND. WALL w/END &RAIN, W - ' ' TREATED WOOD d FLA5HIN6. STEEL COLUMNS ARE TO BEAR UPON FOUND. ui \ WALL w/ STEEL 5HIM5 d A MIN. 5/4" OF NON-SHRINK GROUT. _ WALKWAY \ 1 - - - - 6 ?2" LO SECURE NO O OTS ® p EXIST WALLS d NG HOOKED BOLTS ® NEW FOUND WALLS). FOR V POSTING ® G.M.U. WALL SEE PLAN FOR REQUI D I RE REINFORCING MIN. 161, 11.1 .��\ ( 40 FRONT YARD <,. \\ a:>:.,...,.,.\�'.>:.., ,.:. \�> OF SOLID BRIG W \,�, WIDE 3 COURSES K MASONRY POSTING U.O.N , . ., .. ..�,,.::;':: CENTERED ® �. \ O HOWEVER, WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE TAX MAP # 1000-115-07-19.40 IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ N � \ 6% STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) E ANCHOR BOLTS, m I /� ZONING DISTRICT A-G U.O.N. WITH TOP GAP5 ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG Q ° w/6" RISE d w/(2) 3/410 BOLTS THROUGH CENTER LINE OF VERTICAL LEGS m 1 SET b" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-005. (Y1 � LOT AREA 0.7 ACRES GYPSUM WALL BOARD PROJECT: FEMA FLOOD ZONE X 1. 6YP5UM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT COMPOUND METHOD. SUFFOLK COUNTY HD APPROVAL R-21-0177 5 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND GEILIN6, UNLE55 OTHERWISE NOTED. WATER RESISTANT (W.R.) AT R OYALTO N ROW L- G11113011 \ a BATHROOMS AND WHERE DEEMED APPLICABLE. 72.2 �`� \..\\\ \ \\:. \. .:;: \\ \ .. \ o\ \\ 4 R=58500- - - EDGE OF P 5. 5/5",ONE HOUR RATED, TYPE X 6YP5UM BOARD ON GEILIN6 AND WALLS (WHERE APPLICABLE) AT HEAT PRODUCING BATHROOM HABITABLE SPACE EXISTING PROPOSED EQUIPMENT TO EXTEND THREE FEET IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUCING EQUIPMENT, p /� I }� p I,�I CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. I\OYl"\LTO I`l I�OY`4 BASEMENT AREA 0 S.F. 0 S.F. 4. FIN15H JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND ED&E5 SHALL BE TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. 260 ROYALTON ROW FIRST FLOOR AREA 1,987 S.F. 1,987 S.F. 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND ALL OPENING5. MATTITUCK, NY 11952 SECOND FLOOR AREA 1,66'7 S.F. 1,667 S.F. 6. FASTEN 6YP5UM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-003. TOTAL BEDROOM COUNT 5 5 PLUMBING �I 1. CONTRACTOR SHALL INSTALL WATER SUPPLY,DRAIN, WASTE, AND VENT (DW) SYSTEMS TO NYS PLUMBING CODE AND DRAWING TITLE: S I TE PLAN NY5 DELI RE6ULATION5. \, ' , \ \`" 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. E II I 11 �; �\����=. >��\. ,\`,: LOCATION & SCOP SGA E: 18 = -O 7"` \,,> � . ) �\, \ \`�\\ L / 1 C> ... : .. >� ,. .. SITE PLAN & ZONING DATA \ 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION AND AT BASE OF VERTICAL WASTE PIPES. % LOT 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER FOOT. GENERAL NOTES DESCRIPTION (FOOTPRINT) AREA COVERAGE 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: - D15H WASHER.........................................2" TOTAL LOT AREA 31857.0 S.F. - KITCHEN SINK........................................2" PAGE: - LAVATORY...............................................211 EXISTING BUILDING 1,967.0 S.F. 6.2% - SHOWER/TUB..........................................2" - TO I LET.........................................................2 G-001m00 EXISTING GARAGE 584.0 S.F. 1.8% LAUNDRY .................................................2"FLOOR DRAIN..........................................5" EXISTING COVERED PORCH 302.0 S.F. 0.9% 6. ALL SYSTEMS TO HAVE ONE 5" MAIN VENT STACK AND INCREASED TO 4" THROUGH ROOF. EXISTING DECKS 510.0 S.F. 1.0% '7. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN d DRAIN COCKS AS REOV. HOSE DIB5 SHALL BE PROVIDED WITH BACKFLOW PROTECTION. DATE: 04/05/22 1 OF 3 TOTAL AREA OF ALL STRUCTURES 3163.0 S.F. 9.9% 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED WITH BACK FLOW PROTECTION.. "MAXIMUM LOT COVERAGE ALLOWED - 20 % 9. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL HEALTH DEPARTMENT STANDARDS AND SITE LAYOUT NOTES: REGULATIONS. I. TH15 15 AN ARGHITEGT'5 51TE PLAN d 15 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR TO CONGEALMENT OF PLUMBING. SUBJECT TO VERIFICATION BY A LICENSED :c:••:, .\, <� ::;: :':�:.E\aX•r. .:tea°>.. " _,\'>, :,.;r:,y: .\\ SURVEYOR. THE INFORMATION ,\ \\ ,::,,\ I1. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. NO NOTCHING AND BORING OF �ED�R REPRESENTED ON TH15 51TE PLAN I5 TO THE ,. :. \ ` ,, `; STRUCTURAL MEMBERS SHALL BE PERMITTED NOR ANY ARCHITECT'S BEST OF KNOWLEDGE. ' "' \ \.: , POTENTIAL DAMAGE THEREOF. 5� C� O�� 2. SURVEY INFORMATION WAS OBTAINED REQUIRED EXISTING COMPLIES A. C7� FROM A SURVEY DATED SEPT. 17, 2020 Q AND PREPARED BY: FRONT YARD 40.0' 55.5' YES Q PETER A. GROBEN LAND SURVEYOR SIDE YARD 15.0 58.1 YES N9,,� 03 .4 5 ©Qr P.O. BOX 704 RIDGE, NY 11961 PR 5 2022 Li F �TELEPHONE: (651) 849-4"150 BOTH SIDE YARDS 55.01 111.71 YES Aof N�va�. REAR YARD 50.0' 54.5' YES TO NN OF SOUTPGLf: 0ENERAL ERAL 5""-r��50L E*Nr : Q U NEW PARTIAL HEIGHT ~ C) EXISTING TO BE DEMOLISHED WOOD FRAME (L.O. 5TL. wZ O EXISTING TO REMAIN WHEN APPLICABLE) J � NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Q W >- 5TL. WHEN APPLICABLE) G Z I— NEW I-HR FIRE RATED ® \� J MIN. (2) 2"x4" STRUCTURAL = Z WOOD FRAME (L.G. 5TL. F— J P05T FOR 4" WALLS II J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL H Lo Y P05T FOR 6 WALL5), U.O.N. NEW 2-HR FIRE RATED WOOD FRAME (L.G. 5TL. (L LLLo it WHEN APPLICABLE) d' m Z O ' FLOOR PLAN NOTES Q w J DOOR NOTE: J 00 O I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). Z m 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON e'I PLANS BY 'THERMATRU' (OR EQUAL). Y r I C) 3.DOOR TYPE TO SELECT 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALL5 5. INSTALL A5 PER MANU 5PEG.'s < Z N 6.PROVIDE (2) 2x8 HDR.,U.O.N. T. SEE PAGE 6-003 FOR ALL OTHER FRAMING 20'-'1" 2'7'-1" L w (D ELEMENTS AROUND DOORS (TYP. FOP, ALL) U.O.N. LA m T-11 TYPICAL BATHROOM NOTE: 14'-0" I` =) Ln O 1. WALL BOARD J Q I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN ALL BATHROOMS 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND TUB SURROUNDS p 2. SHOWER FLOORS Lu 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON 2.2. CONCRETE MUD-SET (SLOPE I/8" PER FOOT TOWARDS DRAIN) UPON 2.5. WATER PROOF MEMBRANE TO COVER SHOWER U FLOOR, WRAP DRAIN 4 ATLE'_A5T 1511 UP WALLS �` ryA w NEW EXHAUST FAN SHALL BE INSTALLED WHERE r ~ V Og VENTILATION 15 NOT MET BY MEANS OF NATURAL J CIRCULATION THROUGH WINDOWS OR DOORS TO V J OUTDOOR SPACES AS PER NYS MECI-f. CODE SECTION 405.5.2.5; INSTALL AS PER MANU. SPECS �� Q 14'-2y2„ 12'-4y2" 4m. v EXIST. BEDROOM#2 515.4 S.F. EXIST. BEDROOM#5 O iq 24'1.6 S.F. 5M/GO EXIST. LIVING ROOM 253.9 5.F. • SM/GO N 1 — — — –1 A a�\ • EXIST. WALK-IN CL. 60 S.F. :o rn x EXIST. BEDROOM#4 \ 01.5 S.F. \ 5M/CO \ \ ® O EXIST. EXIST. BATHROOM#.2 / ® 4,_�2„� HALLWAY \ 160.8 S.F. – 10 Z LLI OPEN TO \I � \S BELOW — in GL. \p v Iq'-5” in I r S 154 lATTIC\\ ,0 1\0 j — — \HATCH \ \ `i,, \. 9 w — EXIST. \11 \ \ \ g s — — — O BATHROOM#3 ® \\"\ \ \ O `PROP. b4.6 S.F. > ® �0 BATHROOM #4 EXIST. WALK-IN ed \ 1 55 S.F. CLOSET o L 2 14 S.F. 0 10 —5y21-5 " `° EXIST. PROJECT: L — — — _ LAUNDRY �y ,, ROOM " 52.5 S.F. R OYA LTO N R O W BATHROOM `s 12'-0" moo, EXIST. BEDROOM #5 S.F. 260 ROYALTON ROW MATTITUCK NY 11952 ALUMINUM ROOFING \ � \ DRAWING TITLE: PROPOSED SECOND FLOOR PLAN \ PAGE: A-10loOO DATE: 04/05/22 2 OF 3 s, FROfi'OS D SECOND RED A FLOOR PLAN .C, 1,66-7 S.F. HAB I TA5LE Si=AGE; 2,250 S.F. O ROSS AREA SCALE: 1/4" = 1'-0" �wz°� s +' °1'1 G i Q ' U H � W Z O W Q W }. Z O (j) Z J J O O a- Lo it >- '* m Z O Z � Q W J J 00 Z � riW Z O it Z N W W w r*-- = Lo Lu U w F— U = J C-) J /N 4" FRESH AIR VENT J I L THROUGH ROOF V I U "• I Q I I I I I I BATHROOM#4BATHROOM#2 j BATHROOM#3 BATHROOM#4 BATHROOM#2 BATHROOM#3 LAUNDRY LAUNDRY NOTE: T ALL PLUMBING WORK I I I 1 SHALL CONFORM TO O _ ----r- W,IG. 2" 2�� III TUB IiI iIII1 2� III II TUB W„G1 I Ii B _pI•�II f_pI:•�p �I OI U LOCAL PLUMBING CODE 2"I 1 2ili 2„ 1 1 i I iI I 1 I I PROVIDE ABESGO FP200 FR .B 2 12 11 .B 12„ 1 1 EXPANDING FOAM” (OR EQUAL) Q0 AT ALL PENETRATIONS IN FIRE 0 : I 1 N UEGENDRATED WALLS AND w I IFLI* VIT I v:- 1I HOT WATER 0OR5/CEILIN05. PRODUCT _ ! - E:iR - I I- 2CONFORMS TO ASTM E 814,1- 1- I : I SHOWER ISHOR ISHOWER f[::;am �l -1ASTM E 84,ANUL 14ER Ili- WASHTN i - EKA,5HEFZ G.O. 2' 3, 2 2 I 2 3” --- ----------= ---- =--.Lbl---- A---�A-------- ---------- ---' -------- ---- -- q GOLD WATER G.O. �.._.._.� .._.._..-.._.._.._..- -..-..-._ -.. ._.._.. ._.._.. t ._.._.._.._..--fy_.._.._.._.._.._..-. ..-..-, ..-..-.._.._.._.. ._.._.-..__.. .� I-..-.._..-� SUPPLY KITCHEN BATHROOM#I POWDER ROOM POWDER ROOM NOTE: KITCHEN BATHROOM#I 1 PROVIDE "ABF-SCO FP200 FR EXPANDING FOAM" (OR EQUAL) ALL PLUMBING WORiG 1 2" SHALL CONFORM TO I j AT ALL PENETRATIONS IN FIRE -' --- _ LOCAL PLUMBING CODE w I RATED WALLS AND -T2" 12" 1 2"1 r O 11 FLOORS/CEILIN55. ' CONFORMS TO ASTM E 814, 2" --T I 1 :2111 1 2"I I O BAR I ASTM E 84,AND UL PRODUCT � r BAR I GLEAN OUT � ct� B I 211 SINK I 3 I B I B I 1:2" AS REQ'D � i Q4 Q�p�SINK Q� 144 �q4 I cn i i �Q 3 ;I i� I; �� �Q �Q W II yl� II W.G. II '1 I PROVIDE F.A.I. � vI I* W.G. � v� 1= � W.G. � vl 13 UI I� Uj � � I � I- I 1- I- DW I I- I- ISHOWER c\vl div m n� jN NI �ry m NI div NI div - I �n SHOWER I v O r, = 211 1— —I 1— —1 1— ? DW 1— — I > G.O. I•--- G.O -------- -- 6--- ---- ---- ----��-------� w .._.._.._ 1 .._.. —.._,�.—.._.._..-- 0. .._.._ _ _ ,-..— —.._.._�_ —.._.._..�.._.._.._.._.._.. G.O. I j I 4" MECH. I 4" HOUSE ROOM 1 I 1 MAIN DRAIN C.O. I 1 TO STREET WATER MAIN z 4" TO SEPTIC I — > PROJECT: SYSTEM � 11 W � I ROYALTON ROW BATHROOM X FLUMB I NC RISER - r�)RA I N / NA57E / VENT FL.UMB I NO RISER - SUFFL %r 260 ROYALTON ROW MATTITUCK, NY 11952 SCALE: NT5 SCALE: NTS DRAWING TITLE: PLUMBING RISER DIAGRAMS PAGE: F-101000 DATE: 04/05/22 3 0 F 3 �RE0 Aj'C �,z , �� �► r. a 74CJ y�¢ OF NES