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Home My WebLink About51735-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#: 51735 Date: 03/13/2025 Permission is hereby granted to: Nicholas Brice 11 E 1st St Apt PH10 New York, NY 10003 To: construct additions and alterations to existing single-family dwelling as applied for. Premises Located at: 5700 Nassau Point Rd, Cutchogue, NY 11935 SCTM# 111.42-2.1 Pursuant to application dated 01/31/2025 and approved by the Building Inspector. To expire on 03/13/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $563.00 CO-RESIDENTIAL $100.00 Total S663.00 t Building Inspector yrI 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 tt� //wwwosoutlj 1K�q Gov 41 P ) ) Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only sh PERMIT NO. Building Inspector: ..� Applications and forms must be filled out in their entirety. Incomplete )AN 3 1 2025 � applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. w Date:January 31, 2025 OWNERS)OF PROPERTY: Name:GLC 5700 Nassau Point Road Trust sCTM#1000-111-12-2.1 Project Address:5700 Nassau Point Road, Cutchogue, NY Phone#:917 224-7870 Email:jonathanpavlich@gmail.com Mailing Address:117 E 29th Street, #3B, New York, NY 10016 CONTACT PERSON: Name:Frederick Weber, Architect Mailing Address:41 East Maple Road,Greenlawn, NY 11740 Phone#:631 754-5555 Email:fweberarchitect@yahoo.com DESIGN PROFESSIONAL INFORMATION: Name:Frederick Weber, Architect Mailing Address:41 East Maple Road, Greenlawn,NY 11740 Phone#:631 754-5555 Email:fweberarchitect@yahoo.com CONTRACTOR INFORMATION: Namepending Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $250,000 Will the lot be re-graded? ❑Yes *No Will excess fill be removed from premises? Dyes *No 1 PROPERTY INFORMATION Existing use of property:Singie Famiiy DWeiiimg Intended use of property:Singie Family Dwelling Zone or use district in which premises is situated: mmAre there any covenants and restrictions with respect to R40 this property? ❑Yes ENo IF YES, PROVIDE A COPY. ❑ Check Box After I''ead" fig: The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code.APPLICATION 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 bulkiinglsl for necessary inspections.False statements made herein are punishable as a ClassµA misdemeanor pursuant to Section 220.45 of the New York State Penal Law. Application Submitted By(pr' name ,F ederick Weber ®Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) : COUNTY ORS C....) Frederick Weber being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Architect) _._...__ (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 3 I day of �20 S� / Notary Public Y �Z w NFDAWNAARIE , e of ta ,Coo(Where the applicant is not the owner) n Expires Der 2 ',2028 Jonathan & Dara ` " li residing at 117 E 29th St, #3B, NY, NY Frederick Weber �w .._ to hereby authorize to apply on my behalfto"'f� n of fit Tow " old Building Department for approval as described herein.. u. " � dle, YG+� wner's Signature Date f Print Owner's Name 2 Town Hall Annex Telephone(631)765-1802 54375 Main Road �� Fax(631)765-9502 P.O. Box 1179 � Ff Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-I NCINEERE 9 WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Y Date: . .. wo....... ..� Owner: .. .. ' _ .: . ... _a..... .. _, _ .w.._..... ..� 1. { WO Location of Property _.... _... . w rv......� �_. ......._ _...__ ._..w %'._ � Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure „ rt _vw Rehabilitation to an existing commercial or residential ructure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) a„w Timber construction (TC) in the following location(s) (check applicable line): , Gm Floor framing, including girders and beams (F) . _........ Roof framing (R) Flour and roof framing (FR) Signature: .._.. __.w.; _.....M.-_...__..._.w_......,� �_. _ .- .w_... ......._....W......._µ ... Name (person submitting this form): _..............1'1 � e- . V .t....._._m............ . ...w.,.M.: Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 �s �3S SURVEY OF FREDERICK LOT 141 & P/O 142 I�1��,�,� ROBERT AMENDED MAP A OF WEBER NASSAU POINT CLUB PROPERTIES INC. FILE No. 156 FILED AUGUST 16. 1922 SITUATED AT ARCHITECT T .B AY R y�L NASSAU POINT CON 1C TOWN OF SOUTHOLD LITT•L� SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-111-12-2.1 SCALE 1"=20' NATHAN CORWIN, SURVEYOR JANUARY 4, 2024 OCTOBER 17, 2024 RE—CERTIFY SURVEY o AREA = 69,300 sq. ft. p (TO TIE LINE) 1.591 cc. O N/0/F a�q.1q CO"F uw. r & M ARIL N P/0 LOT .MRE FENCE ' ACK of stoNE wALL P/0 ' t!P WAS„UNK FENCE A1.ON0 B V O u WOOD 'P 1 yp.2 WALL T1NG 1 5-t V_ 1 , ^ c o EFRAn1: OARAGS pSP I _ _ _ EXISTIN URT TENNIS CO — 9 6.2 W000 , ro NNO #{� DECK E UNOEROR EE—y� SEA 26.27 i; PRE VER r , ONO• y OII E V11RE ; MAs wAuK - 8L gwd Q Is* 7 1 ...qpp* STONEw►iL Eot oo A ' I FeNCE c" MEt O DRAWING TITLE: TC" fr0c" N _ �MON. N �o+� Q �� s Ado SITE PLAN OyA a way 2 P �41 Z P�' StCME STONE 6.s I �g 'j L..Ol PROPLC ERTY NASSAU POINT ROAD TRUST MASONRY PATO �� 33.O' REnovE� s000 DECK °�°� (JONATHAN t DARA PAVLICH) N ;a COnP05jRU TURF t �� BEIGIAN BLOCK CURB 1 N ZS�QRY 1 WOOD FE L� 9� A '� £ HAMLET: CUTCHOGUE (NASSAU POINT) EO h`IE�O wA t - y�l" a�vE �� TOWN OF SOUTHOLD p STONEEX151\N11GE NOUgE 1 '%Als WALK t z SUFFOLK COUNTY, NEW YORK x ro >rRA wplK OP y i; 1 �C(ENO TONE 5 x '� _ 1 8LUE9 '� K ------- - O NATHAN CORWIN, LAND SURVEYOR RENOVATION: 7s.a' � - a NEw �_TooP URYEY NFORMATION: ____ _ .,_.. 1 RpOFE BEL4AN BLOCK I ------------ EX15TING� _ 9510cuRe N NY $ NEw NE 158b MAIN ROAD, JAMESPORT, PpOL � `uE SURVEYED: JANUARY 4, 2024 Pr4VLICH _ RUN RE—CERTIFY SURVEY: OCTOBER 11, 2024 RESIDENCE A g� o INO STONE 1 E'a�a`�R °R M LOT 1�41 t P/O 142 5100 NASSAU POINT ROAD F� AMENDED MAP A OF NASSAU POINT CLUB PROPERTIES INC. CUTCHOGUE. NY i o 1�PTo s + EXISZIN00 ; 1 `ers c Y„WSE +.+'„� FILE NO. 154, FILED: AUGUST Ib, 1922 ' p, SCPORCH O, „eNO EOUNo TOWN OF SOUTHOLD t"`� � f c�Ox p6, � LOT SCTM# 00--1111-12-2.1 SCTM 1000—III-12-2.1 �?y I w000 p0S6. '0 + ,300 SF (1.591 ACRES) 4'16•00 ZONING: R40 ARCHITECT: I It m w�„pow w� FENCE YARDS: (PRINCIPAL) ' o WIRE FRONT: 50' FREDERICK R. WEBER SIDE (ONE): 15' 41 EAST MAPLE ROAD �WN�ELL �+ SIDE (BOTH): 35' GREENLAWN. NY 11140 I 91 REAR: 50' O �+� ;,W 11� �j g� ; HEIGHT (MAX.): 35', (2) STORIES WATER MILL, NYHII9IL LOT COVERAGE (MAX.): 20% EXISTING LOT COVERAGE: TEL 431 154-5555 v Pweberarchltect®yahoo.com ?� HOUSE: 21b5 SF SCREEN PORCH: 425 SF GARAGE: 984 SF SEAL: � , FENCE ++� SWIMMING POOL: 920 SF FENCE TENNIS COURT: 509b SF ; EXISTING LOT COVERAGE: 9892 SF (1'4.3%) ' , WIRE FENCE 0.6•'" ' SLICK WALL I ' STACKED CSC LQ1 r TOTAL LOT COVERAGE: �� NEW COVERED ENTRY: 44 SF P�N�S SITE PLAN NEW TOTAL LOT COVERAGE: 9936 SF 11•4.3%> � I pUANE A. PL NTS O &LINQ A A , 5 1 DRAWING SCHEDULE ALL SITE WORK IS EXISTING WITH THE EXCEPTION OF THE NEW ROOFED-OVER ENTRY STOOP DESCRIPTION REV.: Al SITE PLAN DATE: JAN 30. 2025 A2 FOUNDATION PLAN A3 15T FLOOR PLAN SCALE: I" = 20'—O" A4 2ND FLOOR PLAN. SECTION JOB NO: w202403 AS ELEVATIONS AL SECTIONS DRAWING NO. SI STRUCTURAL— 2ND FRAMING 52 STRUCTURAL— ROOF FRAMING At OF AL FREDERICK ROBERT WEBER ARCHITECT IS'-Oil 3�1_�11 131-0" 21-4. ------------------------- iN o N ( Q 00 cV iL I N x x -00 m i Existing I /XI CRAWL SPACE � Q 11,_ " �l_311 W 11-6" 1'-1" 8" x I Existing 2x8IF.J., 16" oc lu Existing (�f) 2x8 F.J., Flu I Jr- r.-- M Q ET---------------E Existing CRAWL SPACE Ii I � • Note: Foundation Walls, Piers t F-�--I Framing in this Area Were Not 1 Reviewed, but Proposed Work I Note: Foundation Walls, Piers l 1 00 Does Not Impact Any Loading Framing in this Area Were Not °D I c4 Reviewed, but Proposed Work a B I ^ i Does Not Impact Any Loading I O I N A6 I Imo, LO x LU Solid Block Ist Floor Bearing Points Down Existing rn� Foundationto `V Pier New Pier p.) CRAWL SPACE 00 00 xLU I �i jExisting 2x8 F.J., 10 oc -1 DRAWING TITLE: I New 10AL" Conc. BI. New Conc. BI. FOUNDATION Fier w/ 30"x30"xl2" - � P. Conc. Ftg. Under �+ I iy Pier on P. Conc. Bearing Point Above n1 I Footing i Exist. o rn Existine I Girder Fan Coil —.—.—. .—.—.—. .—. —.—. N ' Exist. — Tn ' _ X Existing Steel Fan Coil 0 111 T w i,/,- Pipe Column (Typ.) i Existing _I� 1 _ Existing (3) 2x6 Girder --°x° Existm (3) 2x6 Girder...... v .............. CRAWL SPACE I —O— >; � �I Exist. cv I x i ao vi 1 i rn Existing 8" N1 I JOB:Solid Block Ist Floor I I I I I I 2'-811 041 c i Bearing Points Down = n Basement UP to Foundation Wall/ _111_=J I x Stair I I I I I I i " " RENOVATION: a, ui cv New 16 xld Conc. BI. New Pier (Typ.) III v j Ersomax" Existing I I I I I I Pier w/ 30"x30"xl2" PAVLICH x III z Water Htr BASEMENT ...................... ........ ................ P. Conc. Ftg. Under RESIDENCE ..........�...:.................... 1,_ " LU Existing Girder 8 0 � Bearing Point Above — — — — — — — — — — 5'100 NASSAU POINT ROAD " _- _---_---_-------_ CUTCHOGUE. NY23'-8" Existing ( ) x J , rIWallAbove- ---------_ - -9-Oil Tank TOWN OF SOUTHO LD (215 Gal.) ao I SCTMK 1000-III-12-2.1 I � IOD Existing ARCHITECT: � (2) 150 Amp Existing ' ' Elec. Panels FREDERICK R. WEBER Sanitary `r 0 0 Existing 2x81 F.J., 16" oc 41 EE T MAPLE IRI O O I _ I I I 52 NOYAC PATH ---___--N___---� I I Existing 81 "FI ,[ to -0 118„ i • cv WATER MILL, NY 11914 CRAWL PACE 1 UNEXCAVATED i l TEL 431 154-5555 23' j i i 1 8" 'I g" fweberarchitectsgahoo.com I - I B --------------- SEAL: A6 A6 I I I ✓ J i Solid Block Ist Floor Bearing Points Down to Foundation Wall KEY: 171 I- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER Existing Masonry Wall FOUNDATION F) LAN A` PARALLEL PARTITIONS AND AROUND ALL OPENINGS. REV.: FEB 11, 2025 •• :; New Masonry Wall O 2- CONCRETE TO BE 3000 PSI AFTER 28 DAYS. 1/.4„ _ 1t-011 z 20�_g� DATE: JAN 30, 2025 Existing Frame Wall 3- ALL NEW CONCRETE FOOTINGS TO BE A MINIMUM SCALE: 1/4" - 1'-0" OF 3'-0" BELOW GRADE. _----= Existing Wall Removed ,ALL FOUNDATION WORK IS EXISTING w/ JOB NO: w202403 New Frame Wall THE EXCEPTION OF THE NEW FOUNDATION WALLS FOR THE COVERED ENTRY STOOP AND DRAWING NO. MISC. NEW PIERS t SOLID BLOCKING. A2 OF AL FREDERICK ROBERT WEBER Existing ARCHITECT PATIO N r , 6" 14'-3 1/ 71" 4'-3I/2" l" V-2" '1" 3'-6" 6" 4" 5'-1" le l'-6" 6'-l" II'-10" 3'-O" Existin "Andersen" A-Series WINDOWS/DOORSN Stoo g g g FWGD1110103-'� Stoop Existing Model Numbers Refer to "Andersen" A-Series, I--�-� E do Wir in Existing New 12' W. x T H. Clad, w/ Low E4 Tempered Glass w/ Argon W ndow Wi d w Window Bi-Parting Sliding Door Performance Upgrade, PG 50 g ZT5 Provide 1/2" Plywood Panels t Fasteners i i for All New Window t Door Openings Existing, Existing , Existing, L---------1_I__ DW Sink i DW 11 I SCOPE OF UJORK- IST FLOOR: cv I \ 2,_O" -' 13,_4„ 11 3, 12„ -- 15,_0" En �' `. 11'-6" ° New Cabinet Face I x on Lower Cabinets t I IO New Upper Cabinets I I-' - I- CONSTRUCT NEW COVERED ENTRY STOOP E xtend to Ceilinq I6'-5" I 00 I r o = 2- INSTALL (3) NEW SLIDING DOORS, T HEIGHT 0 Remove � 1 I �' � R� R8ti �+ w xistin 3- INSTALL NEW STAIRCASE (IN EXISTING LOCATION) o Existing O II I Existin - E, 1 g WITH EXPOSED TREAD t RISER EDGES, NEW RAiLd "r Exisn Island j I I DINING ROOM PATIO w 4- RAISE CEILINGS IN DEN AND MAIN BEDROOM IST N I O O KITCHii =N I I AND INSTALL IX6 SHIPLAP CEILINGS W/ RAFTER TIES. Ln ! Existing i i 5- REMOVE CLOSETS IN DEN t FAMILY ROOM I - SCREEN PORCH o 4 18'-5" Xi 4,_1„ 3,_6„ 6, 6" 1 12, 4„ 6- REMOVE KITCHEN WALL AND EXPAND KITCHEN N I Ln I INTO CENTER SPACE. REVISE HVAC DUCT CHASES ^ = il RETURNS. EXTEND UPPER KITCHEN CABINETS I� I I q --, --------- -�- -- -_-_-_-__-_-- _-_-__ TO THE CEILING AND PROVIDE NEW LARGE CENTER I—I --- - R Wide c� y ISLAND W/ SINK t ADDITIONAL CABINETRY. I Verify Refrig. efri / N I Size Between g Remo e Wall Cabinets R, 4„ �2'-0 13'-3" 2'-0" - 1- RECONFIGURE POWDER ROOM LAUNDRY SPACE, r, N 1 Door ! Window,---' Freeze r �(Veri _N_on earl g?) ii _ I--�-I BATH I t CLOSETS W/ NEW TILE WORK AND PLUMBING ry "' I (Move Door — —L 1V�ui - 1 - — a a = FIXTURES t FITTINGS. Toward Living?) Sink 3 x M 8- REVISE PLUMBING WORK FOR ALL REVISED AND Q i w NEW PLUMBING FIXTURES t FITTINGS INSTALLED.CL O A6 I `n i r - N r 9- REVISE ALL MECHANICAL AND ELECTRICAL WORK �m x O , i o = _ Existin KM 3 AS REQUIRED BY PLAN CHANGES. °o bD New i_v i i iy FAMILY ROOM ° ~� 6'-4" 3'-5 I/2" �,, I vO El U Island ; - 03 Relocate/Revise x 10- NOTE: ONLY NEW WORK OR EXISTING WORK le le Andersen A-Series &_ :o rn 4" 6'-I" 3'-6 ; 5'- 4 I'-0 `4" Return Duct Chase 4, t0 to THAT IS EXPOSED WILL BE CONSIDERED TO BE in FWG080103L �� a - _ - UPDATED TO CURRENT CODES. T 1 Existing _ I New 8' W. x l' H. Qu- z cn Expan e' d; Windows �n Sliding Door KITCH N r rn -_' l I/2" 4„ 5,_O„ 5, 9„ 8�-0" 7'-0" r- 107 x n' , N R = Q' 0 4'-2" 4" 4'-3" 4" 4' 2" Down 5' wstin 4" 20'-9" "' r DRAWING TITLE: c� �� -- _ M x xistin = to �, s W EXISTING 11 Line of Ceiling Break = --- Ex. O O i° i 9 r x - Cr Cr LAIST FLOOR � k k =x x Existing - k- -------- -- MAIN BEDROOM IST I I Existing : : ________ _ iv CIA Remove Bu(l -in Closets'end =Cabinet -i -------,-,,----- ----------a- ---i i r'-----------------------'--- ------- �xis in I = New 24 Deep Built-in cv �' New 2?f", Deep Built',in i 2�V Ex. O i LIVING ROOM i ; i �' Existing I..............,.. ... _ TVA - 9 =v CL. I ihWalk _ -- - -- -- 11 P --- �+ O Line of Existin _Ride 2'-6" 4" 2 - ; : i P I I I 1 30 tin New c n r d r Ne �untertb - bQw 30 r JOB: --------- — — ————— I I I I I C`+ N cv Exi mg I I I I i t i a m u t ove N - Remove Ceding t Clg. Joists, 2 I a I I I I En I tr 30 rn 3 RENOVATION: Sprayfoam Rafter Space, I - - - - Strap Ex. Rafters to Wall, : Imo' _� W 11 I d ` o New Structural Ridge w/ �,� _Line f 2 d Floor_ I x P VLICI--I g - : I - I; W RESIDENCE New Tray Ceding , `ii 0O 1 S New Stair w/ Open to Above �' L N Y I 4" 13'-3" 4" `V 1_4 P "� D I 5100 NA55AU POINT ROAD 4 23'-II" : I Exposed Treads 11'-2" 4- ��-t0�� - 1, CUTCHOGUE, NY Ilk Line of Ceiling Break 1 II'-8" Existing o `'' a CL - --- - -- -- = 1 -- /-- - - TOWN O F SOUTHOLD --------9-----------;--- I FOYER _� (2)w22 1 -- O ---_ SCTM (000-III 12 2.1 Ews In Exis ing v 'v : : r �, - O s j CL. New zo 30'ti g M BATH ST , Remove 2nd Floor Walkw y Above - j Existing Existing Existing - ARCHITECT: i a Window Window Window ;, I Remove r I I I tr x c " _ _J -�CI05ets LU 3 O l 0 9 4 0 1 3 Add (2),L,ayers of - -� �Ne 1 ell I FREDERICK R. WEBER .—.—.—.—.—.—.—.—. Aa —.—. 3/4" Pltwood to Exist - 30 I I = C14Existing Columns t Header Reinforce !Height 36" I (2)i24 I 41 EAST MAPLE ROAD — — _ _ I j I = GREENLAWN" NY 11140 I Existing :r Existing Existing ; I l „ I I ; 1 DEN j 1 ' 52 NOYAC PATH Window Window 6 _0 �, i - I I I I v WATER MILL. NY 11914 11 Remove Flagstone Pavers. 1 Remove Ceilingl11 Clg. Joists. I I -- „ " " i Replace w/ Bluestone i , I 1 ` S ra foam Raft r Space, 1 4 so-O. 3 -6 4 -9 4 I -6 2 -2 I -4 I I I Strap Ex. Raft rs o Wall, I I TEL 431 154-5555 -----; ,� New Structural edge w/ I 1 fweberarchitectayahoo.com ------------------ ---------------------------------------------- - New Covered Stoop: I ► , 1 1 New Tray Ceilinlq 1 Concrete Foundation ! --------- - ------ oil SEAL: B Walls Supporting P. Conc. -------- ------ �'o v v l °D c' o Slab w/ Bluestone Pavers, ; , •� [X l in :9 A6 New Columns to Support ; `r ,� tug rn1 �1 �I to t, New Framed Roof Structure i , - � l A �+ 1 x I Extend U I to I U I ' Remove Existing , Bluestone AL � 1 �- I I A6 A� r Pergola t Columns I ; Walk to New ' 01 ° 1 01 ' u I 43 v3 1 Remove ExistingCom osite I Bluestone Stoop 1 - Decking t Deck Structure i , r=�i P ;.=;i ,% �,; �, 1 -i I --�-T, ------- -------- - ------*---�-T- i , Remove ,a- i�- tom- +iClosets I I in-- I on i Existing AL Windows 20'-8" REV.: FEB 11. 2025 Existing DATE: JAN 30. 2025 Bluestone Walk KEY: SCALE. 1/4" - I'-On IST FLOOR PLAN � Existing Frame Wall JOB NO: w202403 Existing Wall Removed DRAWING NO. New Frame Wall Existing Belgian Block Curbin A3 Existing Gravel OF AL Driveway FREDERICK ROBERT WEBER ARCHITECT WINDOWS/DOORS Model Numbers Refer to "Andersen" A-Series, Existing New ADH2434 Existing Clad, w/ Low E4 Tempered Glass w/ Argon Windows 7-4"x 3'-4") Windows Performance Upgrade, PG 50 Provide 1/2" Plywood Panels t Fasteners = for All New Window t Door Openings I4" Ne e \ 6'I4" / 5 3 „ Q\ Existing. / 28 3 \ Existing / cn 1 Revers Gable \Revers Gable/ SCOPE OF WORK— 2ND FLOOR: " 14'-6"I A ANDE VE 2ND REFRAME/REI FLOOR OR WE WAY AT FRONT WINDOWS C FRONT WALL. m a 2- RECONFIGURE MAIN BATH 2ND w/ NEW PLUMBING Existing v i Existing iv ' L FIXTURES t FITTINGS, VANITY, SHOWER ENCLOSURE ~ x - t TILE WORK. REDUCE W.I.C. SPACE t EXPAND BEDROOM 3 BEDROOM 2 LINEN CLOSET. RE-FREAME/RELOCATE ATTIC ACCESS. I 1 3- FRAME OFF DRESSING AREA FROM EXISTING 1 v MAIN BEDROOM 2ND FLOOR SPACE. I 19'-10" 1 4- ADD BATH 3 w/ NEW WINDOW, PLUMBING FIXTURES r.� New p t FITTINGS, TILE, SHOWER ENCLOSURE, ETC. 32" i 1 w v Mirrors (2) 24' 'r' 5- REMOVE DIVIDING WALL IN BATH 2. o New `r ( e�4' 6- REDUCE CLOSET WIDTHS IN BEDROOMS I t 2. Ne ou le V y r- _ _ Ex. 4" Z4 C-4" 4" 4'-10" 4" 30" 1'-10,, R'efra--me Closet '-0` 6" 1- REVISE PLUMBING WORK FOR ALL REVISED AND NEW PLUMBING FIXTURES t FITTINGS INSTALLED. .x Wa Is to Reductine i o 771 0verall Siz w c° 8- REVISE ALL MECHANICAL AND ELECTRICAL WORK 1 H N-_ - - -O m AS REQUIRED BY PLAN CHANGES. C) ReTile Existing t v- O A6 II/ H BATH 2 _ „ `Remove 9- NOTE: ONLY NEW WORK OR EXISTING WORK 1 " i " 4'- 4" I` 5 4" 6'-6" 4" x, II 6 Door t Wal THAT IS EXPOSED WILL BE CONSIDERED TO BE T , 1 I Shower a New _ 28" xisting Ridge _ _ UPDATED TO CURRENT CODES. Existing Gable Roof _ _ _ LO Against High Wall i in Ride ZI' INEN (2) 24 _ r a o I Existing — — — - — — — in 1 (2) 3'-2"x 4'-4' D.H. Re 00 T l (Half Round Above) 8" Re�ucea v v W.LC_ Re-Install Existin n 1 `� J tr _ __ --_ �-- Insulated Zipper g Reframe Closet O Reduced ----------------------------------- oo - = ' Walls to Reduce i - ._.—._.—.�—. .—. - - _ i Relocate i � Enclosure over Ex duerall Size iv CL. 1 New i Existing � ' Relocated Attic 28 i Attic Stair i �1 $tali 32 --- `v o -- --- -- 1 5'-2" �;' q'_2" `" 4„ W' DRAWING TITLE: 1 4oil I - I Existing Ridge z I - - - - - - - - - - - - - - - - - Neui / j� N� 2ND FLOOR `36"4,6 6 Existine 18'-6"/ \ 4" O I Existing 0 /' I_i \ Existing I Existing 1 iv MAIN BEDROOM 2ND 0 New `" UPPER HALL BEDROOM I `1 - 30" d / I - I r �. ——————————————————— ————— ———————————— cv Existing Ridge Ceding 9 ll'-5" I 1 JOB: ?v I --- ------------------ --- --------- --- NwS irw N \ i DRESSI G E o d Tr ad I ' _T Exttnd ; RENOVATION: I .\ Pitched Ceiling /. I ,\ = PAVLICH i /� I - Rail t� Wall i RESIDENCE 4„ 1._1 o- 4„ IS'-6" � 4" �,� 3'-2" 1 1 1 5100 NASSAU POINT ROAD \ / Open to Below \ Existing Bearing W Il I CUTCHOGUE, NY 1 " 3'-0 0 6'-0" 5' .8" I'-5" 1'-2" I _ j g / y \ Existing i TOWN OF SOUTHOLD Existin Existin Remove 2nd Floor Wa kwa A ove SCTM# 1000-III-12-2.1 Reversf Gable \.Top of Wall 8'-0" Reverie Gable \ / � t!- J � Window 1 - oo -------------------------100 ------ -------' lea I I i IT-4" J� i ARCHITECT: 1 I1 Existing Existing 1 O Windows Windows 0 3 j�„(PI woodrto f Existing! �G+� 1 FREDERICK R. WEBER 1 I I y Revers able 41 Reinforce Height 1 GREENLAWNPNY 11140 Existing I I Exis g xr in j 52 NOYAC PATH 2'-O'x L'- "I Fixed 6'-A�hed0' Fixed ti 21-0 6'-0" Fixed I WATER MILL. NY 1191L Top if 1 �Q New Standing Seam 1 1 a, 1 TEL L31 '154-5555 Metal Roof: fweberarchitectayahoo.com I t= --------- -- SEAL: '--------- —————— - B = I ,n A 6 1 >.uAA 1 At F„ I y I 1 I I 1 I I I i I 1 I I L——————————————————— --—————————————————-- C A6 20'-8" REV.: FEB 11. 2025 DATE: JAN 30, 2025 KEY: SCALE: 1/4" - 1'-0" 2ND FLOOR FLAN ----- Existing Frame Wall JOB NO: w202403 F- ______ Existing Wall Removed cY DRAWING NO. O z New Frame Wall A 4 OF AL FREDERICK ROBERT VIEBER ARCHITECT W Q H W r H DRAWING TITLE: ELEVATION5 JOB: RENOVATION: PAVLICH RESIDENCE \ 5100 NASSAU POINT ROAD CUTCHOGUE. NY -- TOWN OF 50UTHOLD - - sCTMs 1000-111-12-2.1 - - ARCHITECT: �— -" - - - FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN. NY 11140 52 NOYAC PATH WATER MILL. NY 11916 -- - ----- _ TEL 431 154-5555 w. sue erarc i ec . ` f b h t t'yah000m c __ - -- 5EAL: Li --------------------- J REV.: - DATE: JAN 3Or 2025 SCALE: AS NOTED JOB NO: w202403 - �- DRAWING NO. A5 OF AL FREDERICK ROBERT WEBER ARCHITECT E-I Exis I ng Q Re rse 5abI NC) Existing 2x10 C.J. II I1 1 1 ii i Standing Seam 1 1 11 Metal Roof CD Exis 11 ting Heat Resistant I Window w Underlayment 3" 1 3" 5/8" Roof 12 Roof New Rail, 1 1 I I--� -------------------JIL----------------------------IL------------------ UPPER HALL 36" Hgt. I I II Sheathing c� 2 I--�I I Remove 1i 2x6 R.R., I6"oc (Hip Roof) ——————Walkway 2x6 C.J., 16"oc Q ——1�— —— Ix6 "Azek" ^ --i_-----1--- 1 — ---r— --r_____-- 1 Exi ti NJ 12 F.J. New II 1/SY1 LVL - -- Fascia Bd. H� I I I I I----� 1 --------l�l------ V 1 I New (Bath 3 1 1 1Ren vatgd M. Bath— 12nd I I Add (2) Lagers of Ix6 TtG CI (3) 1 I/2" LVL W 1 3/4" Plgwb6d to g 1 II 2" 2 I/2" I I12" 2i I/2i I IV2" 211/2" I ly2" 11�2" Reinforce IHeight N I I I I 1 I 1:1 Girder, Enclose 1 I 1 I I I I 1 I I 11 n "Azek" Trim i I I I I New Stair 4" 2" d U11 Rail O O I Existing I:I i O 2nd Floor 1 i I I I D COVER 1: toolMat h Existing, T , ------ 2' 3" -- ---J--�— — ------ --- --- ------------------- Front oor I I:I Enclosing6px6 Pressure v I 12' 3" 2" —!—�---- 2„ 3„--- 2„ I 12" I 12" I 1 1 ------ --- ----- ---- -- —�------------------- KITCHEN FOYER 1 I � � Treated Poston Post C.O. 3" I 3° C.O. 8,_Q(, i 5,_O„ 1:1 Base w/5/8"4 A.B. t LO 16 Strap -to Header 1 1 I 11 I:I w Bluestone Pavers— Existing 2x8 F.J. Existing 2x8 F.J. — --- 2"xl2" Coping Edge w/ 45 3„ 1 Powder 1 Laundry I Pat I j i 1 I 6 RII ctangulark FR Idndom —� Kitchen 2 1y2" 1 ly2" 1 1�2" 1 12" 211/2" I Q2" 1 i _O 8 Set in Mortar Over V 112" 1 4 1 1 1 1 " Reinf. P. Conc. Slab I 1 W 1 1 1 Existing Stair Existing P. Conc. 8" P. Conc. Perimeter 1 i I Found. Wall Shelf Wall on 16"x8" Cont. DRAWING TITLE: Ist Floor 1 1 1 P. Conc. Footing ------------------- ———— —————— ——— ------------- 1 _ 8'-2" 1 1 V3 1 12" 2" 2„ 3,,3,,-- 112" 5EIEtiT,IMONS 2 i—�i F•AF.A. IBASEMENT 1'_8-, 1 1 41_O" 8" SECTIONS C.D. To Ap roved Existing Bsl 0 Slab I I 1 C.O. C.D. Sanitary Existing Building rain System Basement/Crawl SQace ----------------------------------------------- I C SECTION C PLUMBING SCHEMATIC NOT TO SCALE JOB: RENOVATION: PAVLICH RESIDENCE 5100 NASSAU POINT ROAD CUTCHOGUE, NY TOWN OF SOUTHOLD Existing Asphalt SCTM# 1000—III-12-2.1 Existin Asphalt Roof Shingles Roof Shingles Insulate Rafter Space ' Insulate Rafter Space 12 " w/ 6" Closed Cell ARCHITECT: 12 ; ;::.: w/ 6" Closed Cell Spray Foam (R39) Spray Foam (R39) :.. New (3) Il 1/8 8 New (3) 14„ 8 Ridge on 4x4 RidPost on 4 toWall BelowFREDERICK R. WEBER Post:to Wall Below Existing (2) 2x6 41 EAST MAPLE ROAD Existing l2) 2x6 " :"` 2 4" oc GREENLAWN, NY II'140 R.R., 24 oc New 2x8 C.T., 24" oc " y; New New 2x8 C.T., 24" oc "Sister" New 2x8 "' N�w Sister New 2x8 52 NOYAC PATH I Shiplap R.R., 24 oc Ix6 Shi la R.R., 24' oc Wood Ceiling WATER MILL, NY 119'IL ---- ---------- ---- ------- Wood Ceiling — --——————————————— ------ ------------ ------- TEL L I 'I54— 555 _____ _____ --- ------------ Remove 2x6 C.J. :t T L 3 9 5 Remove 2x6 C.J. t : Stra New 2x8 R.R. fweberarchitect yahoo.com Stra New 2x8 R.R. Sheetrock Ceiling Sheetrock Ceiling to Existing Top Wall to xisting Top Wall IF SEAL: New (2) 4x10 Rafter Ties, Through Bolt w/ 2x8 rafter 0 Existing 2x4 Walls on Either Side of Tie :w/ i Existing 2x4 Walls = (3) 5/8"0 Bolts (TypJ DEN BUILDING ENVELOPE: (Climate zone 4) .p MAIN BEDROOM IST New WINDOWS: "Andersen" A Series, U= 0.21, SHGC= 0.20 New SLIDING DOORS: "Andersen" A Series, U= 0.30, SHGC= 0.26 : Existing 2x8 F.J. 14" oc i ROOF/CEILING (Den, MBR Ist): New 6" Closed Cell Spray Foam (R39) w/ Girders/Piers Below 2x8 F.J. 16" oc w/ Girder/Piers Below ROOF/CEILING (All Other Ceilings): Existing EXTERIOR WALLS (Above Grade): Existing FOUNDATION WALLS: Existin Existing Crawl Space Existing Crawl Space g t Concrete ete Slab t Concrete Slab HVAC: Existing NEW LIGHTING: 90% LED New APPLIANCES: ENERGY RATED 22'L2 REV.: FEB 17" 2025 " 20'. DATE: JAN 30. 2025 SCALE: 1/4" - SECTION rBB_N� SECTION A A JOB NO: w202403 1'-0" DRAWING NO. A 6 OF AL FREDERICK ROBERT WEBER ARCHITECT WINDOWS/DOORS Replace (2) 6' Wide x C-8" Hgt. Model Numbers Refer to "Andersen" A-Series, Sliding Doors w/ (1) 12' Wide x T-O" Hgt. Clad, w/ Low E4 Tempered Glass w/ Argon Sliding BiParting Door, New Header Performance Upgrade, PG 50 i P rovide 1/2" P Iy wood Panels t Fasteners 1; New: (2) 9 1/2" LVL w/ I" x 9" Stl. 1E Hdr. for All New Window d Door Openings Existing, , Existing I -------, -lie_-� : : (1'-3" R.O. Hgt.) ` i---------- I DW I I DW I \ CD Existing NJ 12 F.J. 912" oc " lie I Existing NJ 12 F.J. 912" oc co I I I 00 r--------------; I � I I Red ----------------� = III 00 I ` x I•I Verify All'Girders Ends _ III Have a Minimum of 4" Bearing m III and Are .Blocked Down w - 1.1 to Foundation Walls/Piers Tn = Existing (2) 1 3/4" x 11 1/8" LVL (Wall Above) `=' I I : : Existing (3) NJ 12 Flush ----------- -- ---- ........... ...............I................... . i Refrig/ Q3 �� Freezer : I72 I—� w ° ........1 ..................... ........ : Q W Li Existing.(2).1..3 " x 11 1/8". LVL w/ (2) 3/8" x 11" Steel..� ES =o Existing NJ 12 F.J. 8 12" oc °- Existing NJ 12 F.J. 12" oc Q A6 ° I a I ... L ✓ ......................... Replace C-8" Hgt. Door w/ v�i 3 r ; �i - T-O" Hgt. Door, New Header tYi- z::::: ........... ............ i - : :....... : :..................................................................... .......... .................: N rn ................................................ Post » End of m %-..woe `J Strap All Rafters to Top Wall I)' w/ Hurricane Clips New (2) 9 1/2" LVL Hdr. o -----J Existing Be ing Wall KM Existing NJ 12 F.J. 1512" oc: (T-3" R.O. Hgt.) I New (4) 2x4 Post, o is Block Solid Down to N. w Extend ll/P t d F DRAWING TITLE: Foundation aeers Searing illall =I Exist no (3) 11 1/8"_LVL_ Nam. __ 3 -- -- -- — _ --- —�� ,-. . r.,- . . . — -— Line of Ceiling Break _ : : - - - p► . g 2ND FRAMING N �� R�alove Existing —————————— ———— --------- �; �! J� I; Existing NJ 12 F.J. $12" oc III Angled Header (IST FLOOR) _ °'.. p .� o> III Neiu Heavy .fl x i� > °I: = ul bDAg Bracket N Ln Uj(V'Co III :� ' `� \`k-,-----------� �� c/ �•k c z I I a z= III Galy; Joist Remove Built-in Closets�end Cabinet -------------------------------------, Haneis ----------------------------------- _ I ............... 9: -: '.. .. : • .I..... I u^ III �+r^+ Both:Si s 4x6 LUx y O I .. ...........i..................... E4 I I II Post �n 4x6- I Z : : Existing ---- ---- --, -----, N Post : : :o : I I I I I I I (2) II 1/8" LV'L T --- _ Line of Existm Ride rn N New (3) II 1/8" Structural Ridge,-, '� LaundrRe�conf ggrc��Fwder, - - -1 L- JOB: U I w : :�R i-j I I I I I I -, ' uI Bath,----- I-- ---I I - TON. fi2ENOV,4 o °x° _ :.I Verify Header ` - II I P,AVLICH y I I RESIDENCE QD N Z X i Open to Above „�' Post 5100 NASSAU POINT ROAD I nc n; I ?�� i Line of 26d FloorBearing II A 'oV' E, N ....... G .2)�jll l LV- .l.J.u. I (2 II _ - LVL (Flush) TOWN OF 50UITHOLD -Line-of Ceiling Break X N : : :II x6 Post SCTMu 1000-III-12-2.1 -co ------- i ePrer z ----- ---------------------- 'Removey I spat e = I 2nd Floor Walkwa Above i ARCHITECT: � n� I Remove I . I w L -J I - Closets __ I \° I Flush Hdr. Under I `=n - Add (2),L,ayers of - i �, 2nd dloor Exterior I tn C)l3/4" Plywood to ; ; Wall Load i I a FREDERICK R. WEBER Strap All Rafters to Top Wall F, w/ Hurricane Clips — — — — — — — — — — — — — — — — — — Reinforce Height ---- U I j I U 41 EAST MAPLE ROAD _ _ I I 1 GREENLAWN" NY II'140 A I I 13'-II" i I I New 2A R.R./ `� New 2x6 R. I ; 1 i I 52 NOYAC PATH I I �� WATER MILL, NY IIR'iL ' i i III �Q .CL U Existing 2x61 R.R., 24 oc I / Existing 2x6 RiR., 24 oc \ X "Sister" New 2 8 R.R., 24" oc I "Sister" New 2x8 R.R., 24" oc a _ ---------------------------------------------------------------------- III \,�// New 2x8 C!T., 24" oc I = fwEberarc31tec5gyahoo.5om I III i� z :z �� III A I I 00 New 6"x6" Pressure _-______--_ _ I 1 ; I 011 Q, I a G- AOL Post, ;Encase : ---—---— -------_ ° I a Iry I o - SEAL: :.. . 13 in Round Column to ° v I New (3) 2x8: Girder �, �p I I tp A6 Match Existm :(T ) , _... g yP' Aro nd Roof: Perimet r , ", I �1 I rn I I A v1 `x A ltr) vl QC U I 111 ' I A6 I� I - AL i Q 01 ° I� of Q +f t a t/ 9 11 FRAMING NOTES (Applies to New Construction Only) �, .°� � 1Z � .�� // % v I I L ---I-r,---II------- --------- - ------T�--�I-T-- i . Remove I i,� L�=' t� 4� /-Closets 1 1 I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER '� ----------- ---------- ------------ 11 1 4x6 Post 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. I 1 to Header 3. ALL SUBFLOORING TO BE APA RATED STUDD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD I (2) II l/81r. TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. `------------------- ----------- - -- ------------- 4. ALL HEADERS C-O" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. A4 Post to ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL 113-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. to Foundation S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 9 8'-0" O.C. 20'-8" REV.: FEB 11. 2025 PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. DATE: JAN 30, 2025 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. SCALE: 1/40 = I'—ON 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. JOB NO: w202403 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. 2ND FRAMING 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 9 4" O.C. EXTERIOR EDGES AND 08 12" O.C. INTERMEDIATE. DRAWING NO. 11. ALL NEW ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" I S OO FL ) OR APPROVED EQUAL. ( T 12. ALL NEW PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, I]C GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS O SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. S1 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS a 24" O.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. OF 52 FREDERICK ROBERT WEBER ARCHITECT U) WINDOWS/DOORS Model Numbers Refer to "Andersen" A-Series, (2) 1 1/2" LVL Hdr. Clad, w/ Low E4 Tempered Glass w/ Argon (New Window) Performance Upgrade, PG 50 Provide 1/2" PI wood Panels t Fasteners F� for All New Window t Door Openings \ Existli R evers4 Gable / ° \'\Revers Gable I o 0 0 v• \` , 4 o 0 0 �� I U � U U Wi ~ I - U X -X X O (yam (V N C4 —x X X (V N N I rn rn rn rn rn rn I N x x W W W W1, Lu\,LLI// I W r- it I v` CD B Existing Gable Roof I . xisting Ridge I --------Against High Wall � � � � — � — � — —•— I --Exispng Ridge ; I_`=' F r Y/ LO —.—.—.—. — .—.—. I ' 00 it-----------v ii 1�1 r------------------------------------- —.—.—.—.i—.—.—.—. Dbl. 2x1 C.J. _ IM Relocate ii ,ground n . Existingg n I ---Attic_5tair �i Locate in. - n „ C.J. Re 4val m I % \ .0 I U/U`, DRAWING TITLE: I n m o ,yo o `•, X R I W W I N �► M ROOF FRAMING �j Existing Ridge —.—. —.—.—.—.—.—.—.—._. .—.—.—.—.—. °5 N m /I\ U (2ND FLOOR) D m ~ / I O X W X x - U a' X U / \ (I CIA (1 W O (� .o / I \ rn rn rn I - ---- X X X C I QC Q[ Q1 a1 M x X x I \ ------------ Existing Ridge U' Ceiling a II'-5" �1 Lu \\� I JOB: I --i ------------------ ---- ------------- W W o I � RENOVATION: PAVLICI-I \�/.A.\ Pitched Ceding ��/•�.�+a � / I I��+� i RESIDENCE I f� I •/ \ `�' / I \. ,� �'/ I \°�` i 5100 NASSAU POINT ROAD Existing Bearing Wall I CUTCHOGUE, NY + / \ I TOWN OF SOUTHOLD /Existingi \ - / Existini \ / Remove 2nd Floor iWalkway Above i I TOWN 1000-III-12-2.1 I / Reversf Gable \ Top of Walla 8 0 Revere Gable \ / Existin g)_9_I/2" LVL_w/ 13)_I/2"_x9" Stl._� ;(Flush) \ =-----=-----=--------==-- ------------- I \ ARCHITECT: Existing 2x10 C.J., 16 oc Jee I I I Existing 2x8 R.R., 16" oc Exist g 2x8 R.R., 16" oc � I Add (2) Layers of I 3/4" Plywood to Existing Gable I FREDERICK R. WEBER I i Reinforce Height d I 41 EAST MAPLE ROAD ' I GREENLAWN, NY 11140 ------------------------------------- 52 NOYAC PATH WATER MILL, NY 11916 II II I fweberarc31t c5� ahoo.5 y coin II I B -- �i ------- --------''' ?I i m I SEAL: AL W A i i A A6 I A6 I I FRAMING NOTES (Applies to New Construction Only) I I I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER I I I I 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. i I 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD L------------------- ----------------- -- TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. C 4. ALL HEADERS C-O" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. A6 ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL E 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED a 8'-0" O.C. REV.: FEB 11. 2025 PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. DATE: JAN 30. 2025 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. SCALE: 1/4" = 1'-0" 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. JOB NO: w2O24O3 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. ROOF FRAMING 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 8 4" O.C. EXTERIOR EDGES AND 08 12" O.C. INTERMEDIATE. DRAWING NO. II. ALL NEW ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" / I D F L O O 1 OR APPROVED EQUAL. ` I J = 12. ALL NEW PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-1-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS O SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 13/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR I/d 1` = it-Oil z PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. S2 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS ® 24" O.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. OF 52