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HomeMy WebLinkAbout53214-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT 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#: 53214 Date: 08/24/2026 Permission is hereby granted to: Peter R Moore 39 Wampum Hill Rd Weston, CT 06883 To: construct additions and alterations to an existing single-family dwelling as applied for per ZBA approval. Premises Located at: 2155 Anchor Ln, Southold, NY 11971 SCTM# 79.-4-37 Pursuant to application dated 08/19/2026 and approved by the Building Inspector. To expire on 08/23/2028. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition &Alteration $1,053.50 CO-RESIDENTIAL $100.00 kuild Total 1 153.50 ng Inspector f TOWN OF SOUTHOLD-..BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631)765-9502 htt Is:/IWW�Soufholdto nn " ov �"7 1F�;glti4 r r Dr APPLICATION FOR BUILDING PERMIT E C E V El LA For office Use Only 9 p0 PERMIT NO. � Building Inspector: „ u t Building Department Town of Southold Applications and forms must be filled out in their.:entirety. incomplete e oter,an applications will not be accepted. Where)the be completed: Owners Authorization form(Page ) Dater OWNER(S)OF PROPERTY: SCTM#1000-79-4-37 Name:Peter & Maureen Moore Project Address:2155 Anchor Lane, Southold NY ncmoore hotmail.com Email:mauree @ Phone#:203 722-7520 Mailing Address:PO Box 1017, Southold, NY 11971 CONTACT PERSON: Name:Frederick Weber Mailing Address:41 East Maple Road, Greenlawn, NY 11740 oo.com Email:fweberarchltect@yah Phone#:631 754-5555 - DESIGN PROFESSIONAL INFORMATION: Name:Frederick Weber, Architect Mailing Address:41 East Maple Road, Greenlawn, NY 11740 ahoo.com Email:fweberarchltect@y Phone#:631 754-5555 CONTRACTOR INFORMATION: Name:Pending Mailing Address: Email:. Phone#: DESCRIPTION OF PROPOSED CONSTRUCTION Estim ted Cost of Project: ❑New Structure *Addition ❑Alteration ❑Repair ❑Demolition $ 52 E1+Dther re-graded? ❑Yes iNo Will excess fill be removed from premises? ❑Yes No re- Will the lot be g 1 PROPERTY INFORMATION Existing use of property:Single family dwelling Intended use of property:Single family dwelling Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes @@No IF YES, PROVIDE A COPY. R Check Box After Reading: The owner/contractor/design professional is responslble for all drainage and storm water issues as provided by Umoei,23fioftheTawnCode. APPtICATM IS fi IMM MADE to the Building Department for the issuance of a Suading Permit pussuaut m the Building Zone Ordinance of the Town ofSouthold,SuffoOc,County,New York and other applicable taws,ordinances or Regulations,for the construction of buildings, additlons,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 bulld'urg(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(pro W,—XONNIE Frederick Weber RAuthorized Agent ❑Owner Signature of Applicant: Date: D.BUNCH i Notary Public,State of New York STATE OF NEW YORK) No,01BU6185050 SS: Qualified in Suffolk County c� COUNTY OF } Commission Expires April 14,2 ba O being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, Agent (Architect) (S)he is the g ` (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 c�'^ �ay of Notary Public PROPERTY OWNER AUTHORIZATION (where the applicant is not the owner) Peter/Maureen Moore 2155 Anchor Lane, Southold NY I, residing at do hereby authorize Frederick Weber to apply on my behalf to the Town of Southold Building Department for approval as described herein. Z Owner's Signature Dad Print Owner's Name 2 ' � Town Nall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: �4 Owner:. m/cMAOaA Location of Property: (u��5 K U , T Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial o re idential s ructure Rehabilitation to an existing commercial or residential structure 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) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Flo nd roof framing (FR) Signature: ... .___ Name (person submitting this form): Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 LOT 28 LOT 23 g g N Wsmeo a s° Lor 25 LOT 27 far I SWRY 4 FRAME RM sRr t W W f 3 Z s cz N N Z n wa m r N 64' 05' to" W 105, 11Ei 200' a r ANCHOR ( 5011 ) LANE GUARANTEES INDICATED HERE ON SHALL RUN ONLY TO THE PERSON FOR KHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY. GOVERNMENTAL AGENCY, LENDING INS717U7I0N. IF LISTED HEREON, AND TO 7HE ASSIGNEES OF- THE LENDING INS77TU770N. GUARANTEES ARE NOT TRANSFERABLE TO A001770MAL INS77TU77ONS Olt SUBSEQUENT OWERS UNAU7HORIZED ALTERA77ON OR ADD17ION TO THIS SURVEY IS A WOLA770N OF SECTION 7209 OF SURVEY OF THE NEW YORK STATE EDUCA.AON LAW TAx MAP NO. LOT 26 1000-079-04-37 IN MAP OF HARBOR LIGHTS ESTATES COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL 62 SEC77ON ONE COOT BE CONSIDERED TO BE A VALID TRUE FMI FILE JUNE 8, 1965 S17iJA 7F WElJ.AFlD SANlfAAYlOCAT/ON PROVlAED BYOT!/EAS, SOUTHOLD, TOWN OF SOUTHOLD ARE ASSUMED DA UA4 SUFFOLK COUNTY, N. Y. SURVEYED 22 SEPT. '97 SCALE 1060 SURVEYED BY AREA- 21,000 SF OR SURVEYED FOR : PETER R. MOORE STANLEY J. ISAKSEN, JR 0.482 ACRES MAUREEN CROASDALE-MOORS P.O. BOX 294 ZONING . R40 NEW SUFFOLK, NY 11956 516-734-5835, GUARANTEED TO PETER R. MOORE MAUREEN CROASDALE-MOORS f vary.NATIONAL;:77-7L£INS.--CO. DE ',AND VRVEY R TOWN of SDUTHOLD 4. 05 DECEMBER, 2M ADD KU AND CESSPOOLS rO nNAL SURVEY• a 31 OC FV AL 1RWY NYS LIC. NO. 4927.E •2. 24 MAW 2 O LOC TED POURED CONCi FOUNDATION. nnn-n n SS FREDERICK ROBERT WEBER ARCHITECT • S � �o r•� W c0 V 1 W SITE DATA: N PROPERTY OWNER: PETER t MAUREEN MOORE r, / W SITUATE: SOUTHOLD (� TOWN OF SOUTHOLD / SUFFOLK COUNTY. NEW YORK O SURVEY INFORMATION: O STANLEY ISAKSEN - ��" / NEW SUFFOLK, NEW YORK 4 �� OO SURVEYED: SEPTEMBER 22, 1991 OT ?7 // Or?� // ry LAST REVISION: DECEMBER S. 2000 ELEVATIONS SHOWN ARE ASSUMED DATUM LOT 26 MAP OF HARBOR LIGHTS ESTATES, SECTION I FILE NO. 430, FILED: JUNE 8. 19L5 DRAWING TITLE: SCTM# 1000-79-4-31 / 4red . .... LOT AREA: 21,000 SF SITE PLAN /' , `'`�/ e �CK / SOUTHOLD TOWN ZONING: // pPm /�9' // R-40 (NONCONFORMING: 20.000 to 39,999 SF) dfi?9 9' / ,R Fki f ::.. / YARDS: (PRINCIPAL SETBACKS) �'` F�sr, / !n:c In tl` m /S , ``^^ °e� �i./ .: % :::::... / /i/o FRONT: .40, ° / p'd ?'':; �J� � / / r�addt SIDE (ONE): 15 3 Cp SIDE (BOTH): 35' �� dlU�C�� //� rFy��n9 r?S REAR: 50' JOB: �/1/� / SOUTHOLD TOWN LOT COVERAGE: 20% (MAX.) / HEIGHT (MAX.): 35', (2) STORIES MOORE -�` .30 8 ry P Fk�st ?s' / RESIDENCE— sr � \ G,4 GF v pest„j9 Sy / EX15TING HOUSE: 1808 SF 19 EXISTING GARAGE: 46L5F RENOVAT ON \ a / EXISTING FRONT PORCH: 110 SF ENCLOSE SCREEN PORCH: 150 SF 2155 ANCHOR LANESOUTHOLD. NY r SIDE DECK: 14 SF F'�+r,�� REAR DECK: 318 SF TOWN OFl000-19O4 31 TOTAL: 311L SF ARCHITECT: �o O r FREDERICK R. WEBER O �° � LOT COVERAGE (PROPOSED): 14.8% S ° 41 EAST MAPLE ROAD /O'' (�� YARDS: (ACCESSORY SETBACKS) GREENLAWN. NY 11140 (LOT SIZE: 20.000 TO 39,999 SF) 52 NOYAC PATH CO SIDE t REAR: 10' (18' HIGH) WATER MILL. NY 11916 SIDE t REAR: 15' (20' HIGH) AICl ��l/ SIDE & REAR: 20' (22' HIGH) TEL 431 154-5555 Q� MAXIMUM SIZE: 1200 SF fweberarchitect*gahoo.com _A/ GROSS FLOOR AREA ALLOWED: SEAL: t� �, r i r•.,! BUILDABLE LAND: 21,000 SF 1 C� R."J�.Nw GROSS FLOOR AREA ALLOWED: ' '``� A-- 0 TO 30,000 SF = 3350 SF IN EXCESS OF 20,000 SF = 1000 SF x 10%= 100 SF 1",,f 3450 SF ' GROSS FLOOR AREA CALCULATIONS: IST FLOOR: (1808 Existing + 190 Addition) 1998 SF GARAGE: 466 SF SCREEN PORCH: (Enclose) 150 SF SITEF L A N NORTH TOTAL PROPOSED GROSS FLOOR AREA: 2LI4 SF REV.: AUG IL. 2024 DRAWING SCHEDULE DATE: AUG 15. 2025 DESCRIPTION SCALE: 1" - 20' Al SITE PLAN JOB NO: a2025OI A2 FOUNDATION PLAN A3 IST FLOOR PLAN DRAWING NO. A4 ELEVATIONS/ SECTION AS CODE DETAILS SI ROOF FRAMING 115T FLOOR) Al El ELECTRICAL IST FLOOR PLAN E2 ELECTRICAL BASEMENT PLAN OF A5 I IL—— ———— J I I I 29,_4N I L——————-I 1 23'-0" Roof L —— ————- _J L3 FREDERICK 12'-6" I——— ROBERT ——— — 2 1/2" WEBER I L -- -----J ------------------------- II .. +.- ..:- �•.• _; .-:.-..�.rT -••' • Existing Girderll 1 + ———————— L 2 1/2" -.-.-.-.—. — E— ---_—-- O I N. -- - — ----------------- _ ARCHITECT I I New OxL" Pressure Trea a Post I :'. I I •'• I I I I I I i I on 12N 0 Sonotube Ftg., (Flare New Foundation Walls (T }: I I I I I I Out at Bottom), Provide Post Base 9P w/ 8"0 A.B., Strap to Girder (Typ.) Relocated M. ATH 1 I 1 I U 1 _--_-__---_ _-_-_------ _------__-_ I 12" 21/2" I 12" I 12" 8" P. Conc. Found. Walls w/ 1 I New I �. t 1 New l3) 2x8 Girder _ (2) 45 Bars, Top t Bot. t I 1 CRAWLSPACE 1 I ° -----=- ----— ----------��//�,,j,��'J\/1 L T u4 Bars 48"oc Vert., on = 18"x 10" Cont. P. Conc. Ftg. j j 2" P. Conc. Slab II w/ (3) 45 Bars (Typ.) I 1 Remove ExistingPorch Framing, 1 I III �, All Framing in Deck to I I g rn I' I be Pressure Treated ° IN I I Deckingand Pier Supports I I � i I I I PP I I .J D II 1 �, ;, 1 I Ist Floor This Area � r I u X 0° �� I .. m a' o 2„ 3" 112" 112" (2) 2x10 Header 1 : .• I I �.• I I I I I New 1 t W x �; A Extend Deck I , I , I I 2XIO F.J.. IL"oc 1 i C14ILL _ _�L + + �o _ _ _ I 4,_0„ I I 1 t - - �1 - - - - - - - - -r!��-i - C.O. I 1 1 I a oo, Line or Existing Deck 3 co � I I I 1 1 Bluestone �_ ;,, N I I I Z Nj (Reuse Girder t Posts?) Z (Y 0 I .I 1 I 8 3'-4" I : 8� 2'-8- Cap I I I III 1 1 To Approved - E ress_ I I y I . 1 1 1 Sanitary g c� I I(2) 2x10 Hdr. I ;;. I --_-_---_ New 2x8 Nailer �. Block off Wall t Thru Bolt - w/I/2- - --�� I� System o� Window P. Conc. +1 0 � - � _ - - - - - - - -- - - - - - - - - -- - - - I Areaway ao - i ao, — — °° ----- .. ----------------------- --------- I Drain to ?v n `" oo O New 32'W x32"H - 1 ITV u- New I .. • i -- Drywell - ; Crawl Space - I I 5 Access (Saw-Cut) I I I I� �' CRAWLSPACE ravel in --- 1 1 > 5l_O"x :9 2,_8N x I i "Pin" New Found. all T \ ottom of Existing �, Existing NI - 2" P. Conc. Slab - 1 I to Existing w/ (3 v Er(--4Areaway 1 2XIO F.J., 16" oc 1 I 1 2x10 F.J., 16" oc ��!� 1 I #5 ars ( ical) Basement �, smt I ---- �I ( 1 �C I t Existing Bsmt. Window, I^ —� /24$#X 28.15 p 1 Saw-Cut Found. Wall ", _ �1 IPar Heigght w v Post Above Sanitary Plastic Drywell Note: Window Slil to be 44" i I O O for New Egress Window p - 1 1Wall s4'-2" xis g New 32'W 32"H (Solid Blocking) Line PLUMBING f ' M *' (NDS FWAS24) Above Bsmt. Slab (Max.), tr I c�v �, - I I i Post Above Water Crawl Spac I I L U I I B I I�l G SCHEMATIC Q or Similar I - -. Sr-I I (Solid Blocking) Heate Access (Saw-Cut) --- cv 12'-Q" N=1 I 14'-Q" > I NOT TO SCALE ~ ;otI w�I x�sting tee i p -_-_-_-_ Pi e C lumn to TYPICAL New P. Conc. Areaway I" (Enclose) 13 -I co _,I i EGRESS WINDOW DETAIL w/ Gravel Surface t ► : :. I RECREATION r- 1 I � j M ExI-Flag �_ w (4) 8" Risers to Grade I I = I 1 1 0- o a . Od-Pored �^ I " ----------L—�J „ I I I — Furnaxe I/4 - I -O i- 7 -8 Clg. Hgt. - I Patio Above I Existing L_i,-_J 1 Existing t,- 2A0 F. 16" oc I I „ I Existing Existing I _ � I I I 2x10 F.J.. 16 oc a, 9 I 1 9 W 2x10 F.J1.. IL" oc I I / 2x10 F.J., 14" oc 1 I� L 03- _J ao o- New 4"A"1Pressure Treated Post I I I Soffit w/ 1 -0' on 8"0 Sohotube Ftg., (Flare >I ' I Girder ( Duct Iy ! ` ' Out at Bdttom) w/ Post Base/ -- -- .1 0 -1 (C-8" Hgt.) 5/8 A.B. Strap to Girder lTyp.) > I O -1Ii 8' 1' 81-31, r q'-II" c� = 12'_2„ 8„ on•_ I 111 (2) x6 GI e k .l ' IIn �''- Location of Existing „ w�I I Exi tin _ Existing W y on Ridge Post 1I1 u (3) 11 g LVL Gl�er j_ _ I l3) II 9/8" LVL G gder---j(3) ll l/8" L �rrderj----j �" w" New 2x6 jNailer E, Block off Wall 1'1 — —.—.—.—. —.—. r--'--� t Thru B It w/I/2"O, 24" oc I I1 z N `9 „ I P 3 -3 2 -6 5 -1 1 I I EIsting Steel I I I I QI I = =I .J--————------ -- -_ _ P e Column L I I I O U ow (Typical) I I I Win DRAWING TITLE: '- CV 1 r------ -----°Q ---- ii I v BASEMENT i New 24 W x32 H -i ao Crawl Space 1 I Access (Saw-Cut) 13'-5" 3O " „ I T 9 3/4" Hggt. FOUNDATION o i N I (Slab to FI. Joists) I j New `° VESTIB LE o� 1 48" Existtin C i Existing 1 CRAWLSPA E -� Bifold i- -; ll 2xIQ J., 16 oc .n_ . / 2x10 F.J., 14 oc 2" P. Conc. Slab O CL N �'4L 24" O i w r--'-- O ' X ASEMEN BAH k x 1 I Z cY '.o ° W x W N I I I ao XIS lQ'-O" I I I (V "Eject 12'-2" r I L _--_J JOB: "Pin" New Found. Wall I I I 1 1 to Existing w/ (3) I I I I I OORE u5 Bars (Typical) I I 1 1 i S T AIR , 3 RESIDENCE cv J . I I I I I H ndr it O , > co Existing SO5UTHO HO NY LANE Existing 200 Amp r 216 Gal. Elec. Service TOWN OF 50UTHOLD Xis Oil Tank SCTM# 1000-19-4-31 EXISTING PORCH SLAB (!ell 0 ank O ° ARCHITECT: ry -------------------------- --- -00 FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN, NY 11140 Ln 52 NOYAC PATH 014 C4 WATER MILL, NY 11914 m N TEL 431 154-5555 -6 A fweberarchitectgyahoo.com 73 NOTES: REV.: AUG IL, 202L I- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER 21 -0" 12'-0 5'-6" II'-0" 12'-6" DATE: AUG 15, 2025 PARALLEL PARTI"PIONS AND AROUND ALL OPENINGS. KEY: SCALE: 1/4" = 1'-0" /� 2- CONCRETE TO BE 3000 PSI AFTER 28 DAYS. Existing Masonry Wall JOB NO: w202501 6L'_/N 3- ALL WALLS SEPARATING GARAGE FROM HOUSE B •.;.: ••,:;'• New Masonry Wall TO BE 1-HOUR FARE RATED (5/8" TYPE "X" GYP. BD.) DRAWING NO. 4- ALL FOOTINGS TO BE 3'-0" BELOW GRADE MINIMUM. FOUNDATION PLAN NExisting Frame Wall Existing Wall Removed New Frame Wall A 2 OF A5 I I � I I 29'-4" 23'-0" I WINDOW SCHEDULE � . FREDERICK I I Unit Model # A4 n.R.O. Opg Egres l,_ 6' A LU ROBERT 1,_ " 3,_4„ „ 3,_4„ 4 _1 6 _5 I ® ADH3498 3'-4"x 5'-8" Yes WEBER ADH2844 2, -8 4'-4" No — l = o . I ARCHITECT© ADH2840 2'-8"x 4'-0" No I in I z I , � '-0" I O ADH2448 T-6"x 4'-8" No New Rail to Match Existing �1 a Uj I a nil I O ADH2434 2 -4 x 3 -4" No m Enclose ffxisting I I QOC Porch 1 Existing I I Expand I I O ACW2840 2'-8"x �{'-0" Yes N ® SUNROOIM ®I DECK New Showers- Tile Floor Set In Mud I Over New DECK Ix6 Oak Flooring I I Model Numbers Refer to "Andersen" A-Series, (Match Ki then) Membrane W�aterproofin , Tile on SNoliier Walls- full O Low-E 4 w/Argon Glass (U 0.29, SHGC 0.30) I Height w/16uNrose-Retwm;-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , a O 9'-10" Frameless �Fiow- En-1- W-- - - - -- - - - - - ---- - - - - - - - - - - - - - - - - - - - , I � �° I �- ® 6 i 6" 4 w/ Glass Panels t Door, ExistingDeck I I �Al -� Stone Seat- Anchor into I I I Part Height The Wall Stone Cap t Stone Sill I l i DOOR SCHEDULE I I4____ .o \\ Remove Doors/Widen O enrng I 1 i New 9'-10"1 BiParting lider New 6' Sliding Do r I O I4•I' (P oposed) Unit Model # Width t Height II m OFront Door, "ThermaTru", 3'-O'x 6'-8' (Door) Smooth-Star Model 52105 �-i 2'-1" Remove+ Bag I I I 1 Oi ✓� SideLrte, "ThermaTru " " V i 9 I I 1 _ 4' 3' 6" �{" I-2 x 6-8 (SideLite)i Window, N w I I 1 - - I Smooth-Star Model 592SL � Existing I I i � - - - -- - - - - - - - - - - - -� - - - - - -____- - g Windows \ I 1 = - _ _ _ _ -=L--� - - I \ DINIING ROOM I I I 1 I'-l1S" 2'-5" - i - - - - - - - "Andersen" FWGD910611-4, 6'-O" x 6'-ll' — _ a IIII \ I 1 1 I �i Remove Existing Wall 00 13.9' ( xisting) O Gliding French Door,. PG Upgrade (R.O.) W I.p.I... .. Expand Bedroom I "Andersen" FWGD60611R, 9'-10" x 6'-II' IIII \ a— I I I )eil I N1H R Ilocate, � C`+ Gliding French Door, PG Upgrade (R.0.)Existing I / Towe0 MAII BATH 8„ � �' \\ - I I 1 LIVING ROOM Rack' �- New 6 Vanit a ire I i Stone I y u o "Andersen" " I \ I I I I Hearth (Firebox cn Til1e Floor w/ Dbl. Sink I I 4 Andersen FWOD31611AL 3-I x 6-II �� I I I ' t Stone Top " - 6„ O Outswrng French Door, PG Upgrade (R.O.) En ' 12' p" 4" I 16'-O" = II" AFF 133'x3 " �� -I " 4" I 4 - iv I O 1 i� �° I `� i i New (2) Recessed , �' I O Mudroom Door, "ThermaTru", 2'-8'x 6'-8' (Door) w = I I ' 1 I 20"x36"x5" Deep, Smooth-Star Model S6200 10'-2" \\ I I rnl 0 1i� Medicine Cabinet 2 -5 _ I 1 - - ;; --J_ - (In a 2x6 Stud Wall) Expa � W I Verify Operation „ I - -- i` _ j � _� �. I MAI BEDROOM o C-2" -_' 4'-O, \ I 1 _ 1 __w. _ermrove�ilia((. .._._.... 2 1/ Strip Oa o w FIREPLACE + - - -— - - - - - - Floor (Matcfl House) }' 1 1 1 New "Ca6iforrna v � 0) Existing I I Clset" Irnterior i \ 1 i I New Vanity w/ New KITCHEN \\ 1 �i 1 (Bg Owner) r Stone Top m , PATIO _ 2 IY2""SCir i Oek E Pand New Medicine I -1 0, = I I r I p W C• 28" 30" Cabinet _i (Climate Zone 4) O m New Wood Stoop, ih S'i k O O I i� 1 " __--1(0�-L"; - BUILDING ENVELOPE: Steps t Rail cn Oi R�ng� \ �i New W.C. L I New WINDOWS: "Andersen" A Series, U= 0.29, SHGC= 0.30 iv Dn 5R. a- V U \ I i 1 -10 - (Existing Upgrade to Low E Smart Sun U= 0.21 SHGC= 0.20 I T - \ I 1 ' New Rid Location) r- I _ \ 1 -------- , ------- -----9 -------- - - I New SLIDING DOORS: "Andersen" A Series, U= 0.30. SHGC= 0.21 2'-2" 2'-8" �2' ' - 6' Ridge \I i , 1 Ridge LINEN ------`t" 30-6" 4" 8'-3" Upgrade to Low E Smart Sun U= 0.29. SHGC= 0.18 -- --- -- ---------- --------- '9 Grill F - w CaTrneti wT- --- 28" Exist = = NEW ROOF RAFTERS (Sunroom, Mudroom): 1 I/2" Closed Cell Spray Foam (R49) Remove Exis ing - �,� U.C. Wine Ref., q2 - _ Old Ride O O Deck t tai s �C I F _ 5i Stone Countertop F- - - 2$" __ _ _ _ _ _ _ _ _ _ _ _ __ _9 _ _ _ BATH l _ _ 7 - - Upper , EXISTING ROOF/CEILING (All Other Ceilings): Existing `r t net -� \ i a Existing i \ 2� r ExistingTub, m I NEW EXTERIOR WALLS (Above Grade): 2 1/4" Closed Cell S ra Foam (RI@ + Sp rag DRAWING TITLE: - 1n C - _ in Exist. K' °p 1 ;° �� I \� New Tie Walls � 3 I/2" F.G. Batts, lRl3) = R28 Bent X r5Tioe 32 1 Ref. iv I HALL 1 ❑ Full Hgt. w/ I EXISTING EXTERIOR WALLS (Above Grade): Existing r 6„ for ge Below t y- " 6^ F 4"3'-0" 3'-6" `° 4 I i I \ CL I Bullnose Return g O" E NEW FOUNDATION WALLS: 2 1/4" Closed Cell Spray Foam (RI5) IST FLOOR New tr ✓ I EXISTING FOUNDATION WALLS: Existing o Remove �;co i MUDROOM it I Doors = Existing �i 30" \ a \ O � � Existing I O �b � O - HVAC: Extend Ductwork from Existing Equipment i CD �0i 2 1/2" Strip Oak 1 NEW LIGHTING: 90% LED ao © �,1y i New " '' it1 STUDY = I New \a Built-i w/ it 1 St le Doors I oo FOYER iv ✓i I \\\ iv C Dn ( )� Countertop y _ iv I 8" Risers 3 .F.F 24' in iv _; cn 6O,", ;r i✓ i �\ :r 2'4' w C 2,_8„ 2' 10" 4" - " V-6" 4" 12'-O" 4„ 5,_8„ " 101-0"i 4" 1 ,_ " \' Z 12 2 \ , I `14 Handrail o - t W D \Go, ✓ \ L� JOB: istrn¢ 24" Exustpr g Existing \s I O OORE D . xis ing i POWDE B DROOM 2 � BEDROOM 3 \p II I RESIDENCE New Self-Closing I tal H ndr d I I I 0 �i O I KEY: Fire Door 32 \ 36 I lO - - - - - - - - - - - - � iv 1 � �� SOUTHOLD�N LANE Dn. Existing Step 1 \\ = i I \ to Gara a Slab_ 1 � I � Existing Frame Wall ✓ -------�- - I Down (3 8 Ste i 1 I �� __ TOWN OF SOUTHOLD Existing 1 \ I ---- Existing Wall Removed SCTM# 1000-19-4-31 I 1 8 Risers Existing - I I Stoo :� FRONT PORCH I I I I - i - - New Frame Wall ------- o I ARCHITECT: �r— I 12.2 (Existing) - --------- ------- --------- `' I I FREDERICK R. WEBER I SQUARE FOOTAGE: GR ENLAWNPNY 1114LE 0 = I I I EXISTING ADDITION TOTAL 52 NOYAC PATH r 1 1 I HOUSE: 1808 SF 190 SF 1998 SF WATER MILL, NY 1191L N 4 I 20 r4 4 = ! I FRONT PORCH: 466 SF _ 466 SF iv IIO SF 110 SF TEL 431 154-5555 Exr trng SCREEN PORCH: 150 SF (ENCLOSE) 150 SF rweberarchitect8gahoo.com 1 GAIRAGE - A SIDE DECK: 60 SF -46 SF 14 SF I A4 I I REAR DECK: 386 SF -8 SF 3-18 SF SEAL: I I 3116, SF - r..r...... ny n 1 irlr' �kJ'�z�G fib;?. I I t�✓ M1 A �. a � FRAMING NOTES: , I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BET1fER I1 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 518" MIN. THICKNESS OR AS NOTED. = 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD 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. ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 8 8'-0" O.C. REV.: AUG IL. 202E PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. DATE: AUG 15, 2025 21'-0" 12'-6" 5'-6" III—ON 12'-6" ' 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. SCALE: 1/4" = P-On 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RELIEVE 5-IOD NAILS AT SILL JOB NO: w202501 AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 8 4" O.C. EXTERIOR EDGES AND 6D 8 12" O.C. INTERMEDIATE.. 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" DRAWING NO. ISTFLOOR FLAN N10 12. ALL PRE-EOR NGINE READ LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ,ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS 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. 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 8 24" O.C. A3 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. OF A5 / \ \ Z New Aspahalt \\ r FREDERICK Shingle Roofing I \ ROBERT `\ WEBER New Sidrn : `\gg \ Red Cedar \ Shingles ARCHITECT ----------------------------------------- -------- —tT— ------------------- -- 3 \ I New:Siding: Prefinished Red;Cedar Ewsting Shingles Existing I• • �LL-iIIIIIII_-_LL-1�IIIII,IIrII1,I�-I1IIIII1I III J�I-IIIII1II --®_-_---_-_--W-i®n-doOw E®2--1'==0-2"-3r'_-_IIIIII e O-wII1I1I1I 11ILl,IIII II-Tg_—pWa--ina—d—IIi�iiIi tIii�o—w_ _II1,I/�1I1IiIi'�U-w�1 I1—O_-1II 1II_I1IL-__-F_-N—_-�e�—wI,1l�-1lIi\�LI15ii_IIIIII I Ii-\u_�I_IIII��III I Ii J'Iiu1i i1ii ————————————————._———— —_—------------_---__I _ _____ __ ____ -- -- �I OIIII __IIII-_`_-IIIII1I----\--`——EW— —w/n-- \—----,�-1---2——�6- -'— _iL,_\'IIIIIIIII�1 '-/-rt_IIIIIII III II1 _III1II IIIIII -EW-\—-i—sd\to_in—w_-_\`-\EW--ds1 0to�in_w'`_g-�1--©----- - ---------------------------- -------------- -------------------- ----- -------------------- .4. -16 IIIIiII IIIIIII J IIIIII I11 1IIIIIII T�III'IIII,III, 21IiIIIiIIj,IIII 1 1yiIIIIII,Ii_ I P iIIIIII rS ortIiIIII piIIIIIII —e ri t� Sy I Line J SOUTH ELEVATION- IL------------------1-1-----------------------1 1 F' u ' I ----------------- --------------------- U. L__J /•�'S �iL�_S'_/_�_S�J I�N —1/—�8— " Ll_V`-6L Asphalt N—Ro I�o/f Shingles (High 4 Wind) ind)'I6 \\ "II1IIlLIIIIIIIIIII 1eiI,I N \—L?_"iIIIII —. 1III J Ice5/8 W8a'Pt-el0yr w" oShield,h E exa tt eh IIni n- dFulle Adhered Undrlagment From Eave to 24" Inside Faceof Wall (Self Adhered Polymer) New AsPahalt 5/8" Plywd. Roof Sheathing Shingle Roofing Existin' u Strap R.R., 16" 2x10 R.R., I6oc :r r t*; O on All Rafter 12 Post to l 1/2l Closed Cell Plywd. Sheathing O Basement Girder Spray Foam (R49 to Lap Wall IE New Exterior Trim: ' (To Match Existing) 'O" Walls (Typical):"VersaTex" Fascia Bd., Ewsting F.G. Batts (RI9)Rake Bd., Soffits Red Cedar Sidewall Window/Door Casinmgs Ix8 Fascia Bd. Shingles (Prefinished) 1/2 Rt Bueskrn owse rap Alum. Gutter Existing New (3) 14" LVL, x xCociF I ix6 T$G Soffit 2x6 Studs, 16" oc New Siding: DRAWINGW�rwI�, , ,TITLE:New Prefinishe Remove Existin 2 114" Closed Cell SprayExistingRed Cedar Window Existingxistin xistin : Expanded Exterior Stud Wll Foam Insulation (Rib) Shingles 3 1/2" F.G. Batts (RI3) ELEVATIONSWindoi. BEDROOM 3 CL. BATH :I MAIN BEDROOM Ne Newew 5/8" GyPsum Bd SECTIONS -0N4 4" 12'- N 4'-OnWind indow / N 10I-0N 4 2I " k iI Remove Bay Window t. Existing Overhead 3/4" Plywd. Subfloori Existing 2x10 F.J., IdPc Exsting F.G. Batts (RI9) --- -- --------- -- -- --- L - ---- --------- - ---- -- -- -- -- -1------ ---- ------- Garage Door - --------------------------- ---------- ------ 2x8 D.J. 10 roc Existing (2) II 1/8" Girder 3" Closed Cell S ra - EXTEND DECK JOB:Foam nsu. 9. in Crawlspace (3) 2x8 Girdeir Box-Bay Area f - - - - - -i 8" " MOORE New 8 (2) 2x Pressure TreatdZ I,II RESIDENCEIII I 5/8"0 A.B x 10 32" ocWindow in I I IF I 1 EXIST( Existing2 I/4" Closed Cell 'J L Copper Termite Shield IF L_J L_ BASEMENT S raH Foam Insul.- 3'-8" 3'-6" L full gt. (R15) SIII Seal 2155 ANCHOR LA. '.N , EIT-0" I New Window 23'-9" 5OUTHOLD. NY Enclose Screen Porch Areaway Stoop/Step Addition Mudroom Addition Existing Garage 34 O 8'-0" J I 4'-6" TOWN OF 5OUTHOLD _J L_J I F I SCTM« 1000-19-4- 3\ ,H A.1 1 ------ ------------------------------------------ - - - - - - WEST ELEVATION New Foundation (Walls: ------ - ------------------- -- ------------ 8" P. Conc. Found. Walls w/U -------- (2) 45 Bars, Top, ! Bot.,L L_J L_J L_J I/4" 1'-0" I t tt4 Bars 48" OK Vert., On ARCHITECT: SECT110N AA 20"x 10" Cont. P. Conc. Ftg. w/ (3) 45 Bars (Typ.) FREDERICK R. WEBER 41 EAST MAPLE ROADNOTE: "HATCHED" ROOFING AND SIDING INDICATES NEW CONSTRUCTION, GREENLAWN, NY 11140 BUT ALL ROOFING AMD SIDING TO BE REPLACED 52 NOYAC PATH WATER MILL, NY 11914 --------------- -- --- a 12 TEL 431 154-5555 10 1/2 fweberarchitect8gahoo.com New E�terror Trim: 12 New Aspahalt (To Match Existing) Shingle Roofing SEAL;! `, VersaTex Fascia Bd., Rake Bd., Soffits t Extend Gable to Un r �Window/Door Casinm s even HiP New Exterior Trim: Cover New Addition(To Match Existing) / "VersaTex" Fascia Bd., y'Existing Windo Rake Bd., Soffits it 1115 Window/Door Casinmgs --————————— --------------- ————————————————————————————————————————— —————————————————————— eu i in Walls t6 be us I A New Sidin New Slidi Door re finis e New Slid I Door I Prefinisheg Reid edar New Existing pening Existingrn Additi Window New ar rn to Existing 5 Existing Red Cedar Window New Will w Shingles Railing Windowx. Op g Bldg. AUG It. 2024 New New Lindow Sky Plane OCT 8, 2025Ne lj I IWindow Window _ON DATE: AUG 15. 2025 -ILE HE __—_—_ ______ 1-------------------------------- --------------------------------1 ——————_ SCALE: /4" 1 —O' _____-___--_-_______-_______-_-_ _ ________ _ _______ --___ —----------------------------- — ————————————————————————— ——— Stucco Foundation JOB NO: w202501 Extend Bedroom arnd Deck Ex in Livingoom Enclose Screen Porch DRAWING NO. 34 �0,1 EXISTING EXISTING ADDITION EXTEND DECK A4 LrTJ LT�J L__J I I IL——————————————————————————— - ----------------- ____—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_— -------------------------- � OF AS Existing Window L--' NORTH ELEVATION L__J L_J EAST ELEVATION- 1/ -411 _ 1l_0ll SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS 2 x 6 TIE a EACH RAFTER FREDERICK Joint Description Nail Sizes Nail S ROBERT ICE SHIELD UNDERLAY'MENT pacing REQUIRED - 24" FROM EDGE ROOF FRAMING WEBER HURRICANE CLIP Rafter to Top Plate (Toe-nailed) 3 - 8d per rafter TYPICAL. Ceiling Joist to Top Plate (Toe-nailed) 3 - 8d per joist Ceiling Joist to Parallel Rafter(Face-nailed) 3 - 16d each lap ARCHITECT ALTERNATE POSITION OF Ceiling Joist Laps over Partitions (Face-nailed) 4 - 16d each lap HURRICANE CLIP USE Collar Tie to Rafter(Face-nailed) 2 - 8d per tie SIMPSON H3 Blocking to Rafter(Toe-nailed) 2 - 8d each end Rim Board to Rafter(End-nailed) 2 - 16d each end WALL FRAMING Top Plate to Top Plate (Face-nailed) 2 - 16d ' per foot Top Plates at Intersections (Face-nailed) 4 - 16d joints-each side SIMP50N H2 HURRICANE o.c. 4 1 Stud to Stud (Face-nailed) 2 - 6d 2 " CLIP NAILED. FROM PROVIDE 8d COMMON s ALL JACK POSTS MST31 METAL STRAP Header to Header(Face-nailed) 1 16" o.c. edges RAFTER TO STUD. - NAILS 9 4" O.C. ATalong TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL w/ 4 - 8d NAILS 5 - 8d NAILS EACH END SHEATHING. EACH END - TYP. Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud SHEATHING TO LAP TOP 2 - 16d per 2x6 stud WALL PLATES 2 - 16d per 2x8 stud APA RATED PLYWOOD TO Bottom Plate to Floor Joist,Band joist,Endjoist or Blocking (Face-nailed) 2 - 16d ''Z per foot EXTEND TO TOP OF TOP Al PLATE. 4 - 8d TYPICAL FLOOR FRAMING MST31 METAL STRAP ° JACK POST Joist to Sill , Top Plate or Girder(Toe-nailed) 4 - 8d per joist MST21 STUDS = Bridging to Joist (Toe-nailed) 2 - 8d each end r 1 w/ 4 - 8d NAILS 948" O.C. Blocking to Joist (Toe-nailed) 2 - 8d each end \.J EACH END - TYP. 5IMP50N MST21 Blocking to Sill or Top Plate ( Toe-nailed) 3 - 16d each block 1 1/2" WIDE - 12 GAGE Ledger Strip to Beam (Face-nailed) 3 - 16d each joist METAL STRAP 932" OC. Joist on Ledger to Beam (Toe-nailed) 3 - 8d per joist FLOOR JOIST MAXIMUM. Band Joist to Joist (End-nailed) 3 - 16d per joist Band Joist to Sill or Top Plate (Toe-nailed) 2 - 16d ' per foot Q DOUBLE TOPS PLYWOOD SHEATHING ROOF SHEATHING ~ PLATE TO OVER LAP BOX HEADER 2 x 6 ald" O.C. BEAM - TOP + BOTTOM. _ Structural Panels 8d 4" o.c. perimeter zone W STUDS SIMP50N MTSA 18-Z W/ other 6" o.c. edges of (6) 8d NAILS TOP t panel , 12" o.c. interior BOTTOM a 32" O.C. Diagonal Board Sheathing of panel 1" x 6" or 1" x 8" 2 - 8d per support SECTION ELEVATION ," x ,0" or wider 3 - 8d per support CEILING SHEATHING F-�••••I Gypsum Wallboard 5d 7" edge /10" field O SIMPSON MTSA IS-Z W/ O All (6) 8d NAILS TOP t - WALL SHEATHING BOTTOM m 32" O.C. _ Structural Panels 8d see table 3.9 SIMPSON LTP4-Z W/ = Fiberboard Panels ( ) _ SIMPSON LTP4-Z W/ (6) 8d NAILS TOP t _ (6) 8d NAILS TOP t 7 /16" 6d 3" edge /6" field BOTTOM 11 32" O.C. FLOOR JOIST _ BOTTOM 5 32" D.C. 25 /32" 8d 3" edge /6" field VIIINAIL SHEATHING TO SILL PLATE - TOP OF FOUNDATION Sd NAIL S O.C.0. _ - 4 C = = = (2) ......,.:..:.;...:.;.'. . . . ...... :•. . .. .. ..: . ' . . .: - , Gyp su m Wall bo ard(SHEATHING TO LAP SILL PLATE) 5d 7„ edge g e /1 0 „ fie ld DRAWING TITLE:Hardboard 8d seetable 3.9: ParticleboardPanels 8d see table 3.92 x5 REBAR 2 x 6 SILL PLATES COPPER TERMITE SHIECODE DETAI LS W/ SILL BEAL (T P.) A Q TREATED. Diagonal Board Sheathing " 1 x 6 or 1 x8 m 2 - 8 d per sup port 5/8 x 16 A.B. 2 " " 3 OC. P P SEE FOUNDATION DWG. " " ":•� • `��'�.�`;. 1 x 10 or wider W - 3 - 8d/ 6 A w 2 x2 x /I WASHER. per 3 support t FDESIGN/REINFORCING P P P OR ( D AL HOT DIPPED GALV. O FLOOR SHE ATHING T IN GSTAI LESS STEEL)ISOLATE WASHER FROM SILL PL W/ FELT STRIP Structural Panels 1" or less 8d 6" edge /12" field greater than 1" 10d 6" edge /6" field HOLD DOWN -�- SHEAR CONNECTION CRITICAL PATH Diagonal Board Sheathing JOB: 1" x 6" or 1" x 8" 2 - 8d per support 1"IOOIt7E 1" x 10" or wider 3 - 8d per support RESIDENCE 'Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed 3" on-center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall 2155 ANCHOR LANE be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. SOUTHOLD. NY ZWhen wall sheathing is continuous over connected members, the tabulated number of nails shall be permitted to TOWN OF SOUTHOLD be reduced to 1 - 16d nail per foot. TOWN SOUTHOLD 1 PORCH• • • • . . . . . . . . . . . . . . ARCHITECT: FREDERICK R. WEBER I.'. . . . . . . . . . . . . . . . . . . . . . . . . . . . 41 EAST MAPLE ROAD ' ------------------------------------------- GREENLAWN, NY 11'140 DESIGN CRITERIA: 52 NOYAC PATH WATER MILL, NY 11914 GROUND SNOW LOAD - 45 PSF. WEATHERING - SEVERE TEL 431 '154-5555 —1 1/4" x 20 GA. GALV. STRAP 1 1/4" x 20 GA. GALV. STRAP FIRST LEVEL - 40 PSF. L.L. FROST LINE DEPTH - 36" rweberarchitectayahoo.com w/ 5-8d COMMON NAILS IN w/ 5-8d COMMON NAILS IN LIVING AREAS - 40 PSF. L.L. TERMITE - MODERATE TO HEAVY EACH END 916" O.C. EACH END 916" O.C. BEDROOMS - 30 PSF. L.L. DECAY - SLIGHT SEAL: WIND SPEED - 130 MPH 1 I/4" x 20 GA. GALV. STRAP w/ 5-8d COMMON NAILS TO 1 1/4" x 20 GA. GALV. STRAP SEISMIC DESIGN CATEGORY - B ICE SHIELD UNDERLAYMENT REQUIRED - ,� YES r ' FDN. alb D.C. w/ 5-8d COMMON NAILS IN EACH END elb O.C. o --------------------- ---------------------- �.,/ +Y, r •,*, 4V ` DESIGN CRITERIA: A�RIT1.. . . DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME • • CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. -----; 2 -0 MAX.-------------------- 15 WINDOWS - GLAZED OPENING REV.: AUG 14 2024 21-0" MAX. 2 MON DATE: AUG 15. 2025 - d COM NAIL 5 TO SILL EXTERIOR WINDOWS SHALL HAVE GLAZED OPENING PROTECTION FOR WIND-BORNE . ,_ „ PLATE e +-{+f°''.z,='= ,^' DEBRIS TO MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM PROVIDE 8d NAILS 4" O.C. AT ALL HIGH PRESSURE AREAS, SCALE: 1�4 ( O Y� E 1996 AND OF ASTM E 1886 REFERENCED THEREIN. IN LIEU OF IMPACT RESISTANT GLAZING, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS JOB NO: w202501 NOTE: HIGH PRESSURE AREAS ARE 4' FROM EAVE, VALLEY, "'' s``' ��`�'F": z�''�4'���� OF 1/16" AND A MAXIMUM SPAN OF 8' SHALL BE PERMITTED AS OPENING HIP, ROOF EDGE, WALL AND RIDGE. 'f .y":` , < PROTECTION. ATTACHMENTS SHALL BE 2 1/2" 48 WOOD SCREWS, 14" OC DRAWING NO. ALL ADDITIONS TO HAVE HIGH WIND NAILING FOR SPANS UP TO 6' AND 12" OC FOR SPANS BETWEEN 6' AND 8''``�' °4'"�''" yr: ROOF PLAN- (N.T.S.) CANTILEVER OVER FOUNDATION CANTILEVER OVER FIRST FLOOR A5 COMPONENT AND CLADDING PRESSURE ZONES OF AS I I I I I WINDOW SCHEDULE U FREDERICK A I I Unit Model # R.O. �png EgressROBERT w s A4 I ® ADH3458 3'-4" WEBER x 5'-8" Yes OI New (3) 9 1/2" :LVL Hdr. (Cont.) I I © ADH2844 2'-8"x 4'-4" No LU © ADH2840 2'-8"x 4'-0" No w ARCHITECT c I z 71. O ADH2648 2'-6"x 4'-8" No O ADH2434 2'-4"x 3'-4" No I IL o I New -�I New , O ACW2840 2'-8"x 4'-0" Yes iv 2x8 R.R., 16"oc 1 2x8 R.R., 16"oc I >1 a- I Model Numbers Refer to "Andersen" A-Series, m �j m I Low-E4 w/Argon Glass (U 0.29, SHGC 0.30) 001 a3i T I n�i New (3) II 11/8" Hdr. Ex Header New (2) 2x8 Hdr. New (2) II 1/8" Hdr. I DOOR SCHEDULE (Proposed) Unit Model 1: Width III Height \ < i i o 3 ,� 00 `� ! lO 3-0 x 6-8 (Door) \ I Front Door, "ThermaTru " \ I I a _ 4x6 Post, a - 6x6 Post, F-�--I \ I I I I 6x6 Po C, v Block Down v Block Down Smooth-Star Model S2105 \ I I I I Block/Down U To Fdn. Wall z U To Fdn. Wall• Sidel-ite, ThermaTru 1'-2"x 6'-8' (SideLite) \ I I To 6dn. Wall I Smooth-Star Model 5925L New (3) 14" LVL Girder, Attach Exi i� .t Clg. fasts t Rafters w/ Galy. —Hangers r.o "Andersen" FWGD910611-4, 6'-0" x 6'-ll" \ / (Flush w/ C.J. Bottom, Upset Top) (3•q (Existing) Gliding French Door, PG Upgrade (R.O.) GdngrFre'nch D000r, PGI Upgrade R.O.) x 6'-II' w I I "Andersen" FWOD310AL 3'-1' x C-11"I ® Outswing French Door, PG Upgrade (R.O.) I I I Mudroom Door, "ThermaTru"' 2'-8"x 6'-8" (Door) w Smooth-Star Model SL200 II I -x r- -- o -R I I Verify Operation ---_---- C4 CA C14 . ............... ...............� rn rn I Z c c Z I w w I I I O ' I O Sink OO R. O 0 \ I \\ 1 �/ I ------ -- New RidgrLj ---�v---- - I Ridge Ridge ---____-- - ---- --------------- --- --------Grill -------------------- New (2) 2x8 Hdr. Mn IR F _ - - - - - - - - - - - - - - - -Old Ridge (1) xl - - - Post New Ridge I \ I � Ref. I Down to Bsmt. Gi� DRAWING TITLE: erl \\ Win I , I \ 2ND FRAMING I (IST FLOOR) C14 —.-0n.0x— X New 2x8 R.R. zz Law' II�I�,IIIIIII IIl I i\ \� � •�� ,� �//�/ ���,��/\�/ \ \\ \ 11 \ Zi \ aOZw 16"oc a LVL dr. ---- WD I >_ w IIlI I I 1 JOB: MOO RE RESIDE N CE LANE5HON 0TLD, Y ------------ TOWN OF SOUTHOLD \ CTMtt 1000-19-4-3 1 ai I/ Ni ARCHITECT: I \ I 12.2' (Existing)-- -------- FREDERICK R. WEBER -------------------- - 41 EAST MAPLE ROAD I I GREENLAWN. NY 11140 52 NOYAC PATH I WATER MILL, NY 11914 I I I I I I I I I TEL 431 154-5555 4) 1 I Fweberarchitectagahoo.com I I I I SEAL: 1 � 1 FRAMING NOTES: I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE: No. 2 OR BETTER I 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. 3. ALL SUBFLOORING TO BE APA RATED STUDD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF (PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. 2ND FRAMING 4. ALL HEADERS C-O" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL ( 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. ( IST FLOOR ) 0,0? S. SOLID PROVID PROVIDE FOR AIR CIRCULATION IN ROOFS. REV.-SHALL BE PROVIDED FOR ALL JOISTSAND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED a 8'-O" O.C. REV.: AUG IL. 2024 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. DATE: AUG 15" 2025 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. I - - 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. SCALE: 1/40 - I'-ON 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-10D NAILS AT SILL JOB NO: w202501 AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D a 4" O.C. EXTERIOR EDGES AND 6D a 12" O.C. INTERMEDIATE. II. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" DRAWING NO. OR APPROVED EQUAL. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS 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. 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 8 24" O.C. st 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. OF 51 I 1 I 1 I 1 FREDERICK ELECTRICAL SYMBOLS ROBERT . 1 SYMBOL DESCRIPTION WEBER o ! DUPLEX RECEPTACLE >- 1 QUAD RECEPTACLE Ne 0 W.P. DUP.REC.—WATERPROOF ARCHITECT 1 1 ion) `N'GFI DUP.REC.—GROUND FAULT ` 1 1 } ® DUP.REC.-FLOOR ew New New �} DUP.REC.-(I)SWITCH OPER. r j 1 SPECIAL OUTLET Removb Fan II 1 a 1 New i i J C SURFACE MTD.-CLG. \ 1 I OP SURFACE MTD.-CLG. (Porcelain) New ew i 1 -0- RECESSED-CLG. \ FO WALL MOUNTED ` 1 1 Remove �� New New New M DUP. FLOOD — Sconce QL, __— `� 00 011J.P. 1 04 RECESSED, DIRECTIONAL -----�------ I s� SHOWER LIGHT (Wet Location) M New New 3 N New i I� I' (Proposed) UNDERCAS. FIXTURE New Ne 1 ® ® DOORBELL/CHIME W II New I Ne 1 I I � EXHAUST FAN I I I 1 PADDLE FAN New Chandelier, I I I Existing Locatio New Fixtures I m 13.9' !Existing) I i Existing Locations II I Ne Ne'w Ne New ' 1 PADDLE FAN / LIGHT Q II I H II I I I 1 sP SPEAKER II I New I New Ne ew ' w N w 0 TELEPHONE I I I I i i I�—�--1 II I GFI Ex O CABLE VISION 0 © COMPUTER (Cable t Phone) --- -------- 1 r Ex 1 TQ THERMOSTAT ................................... I FAN/LIGHT I • �y Neiw 1 aMOKE SMOKE DETECTOR I-�--I New I New I Smoke g 1 I 1 eco CARBON MONOXIDE DETECTOR 0 I ................... Ex Ex 1 0 Sink 0 Q I �____— New 8 1 SWITCH Dn 5R. OO I ....Ex. O I 3 SWITCH 3—WAY New _ $ SWITCH 'f—WAY I --- D Grill Ne ------- 1 SWITCH W/ DIMMER Ow P. New Existing I $ w SWITCH WATERPROOF n IR New New Smoke/ 1 Win Exist. CO Q JS JAMB SWITCH DRAWING TITLE: New � ew I Ref Ref. All Electrical to be Existing N ___ Unless Otherwise Noted 1 1 was WIRELESS LIGHT SWITCH move;'A� I I � Sconce �' ' �', � ® KEY PAD ELECTRICAL r 1 IST FLOOR New\ New New I I I °�� i Ex i I I I y Ex(D)Ex e e 1 \� A Existiinng Existing LU ————New Smoke Smoke Z I 21 W/D 1 >- w i JOB: 1 cL I p N w i J 11 RESIDENCE Ne New To B mt. 1 2155 ANCHOR LANE I 50UTHOLD. NY 1 I TOWN OF SOUTHOLD 1 SCTM# 1000-19-4-31 I II I • I 1 ARCHITECT: I I 12.2' (Existing)41 FREDERICK R. WEBER ------ --------- 1 41 EAST MAPLE ROAD iGREENLAWN, NY 11140 52 NOYAC PATH 1 1 WATER MILL, NY 11916 I I 1 TEL 1.31 154-5555 1 fweberarchitect9gahoo.com I • I 1 SEAL: ELECTRICAL IST FLOOR N REV.: AUG IL, 2024 DATE: AUG 15, 2025 SCALE: 1/40 = I'-On JOB NO: w202501 DRAWING NO. El OF E2 IT I L------JI I II II I L-------I I II 11 L-__--_J I FREDERICK I II ELECTRICAL SYMBOLS IL------JI ROBERT L___--_J I SYMBOL DESCRIPTION WEBER II II I L-____-J I 0 DUPLEX RECEPTACLE + QUAD RECEPTACLE II I I II -- -------------� - -------- ------ III• II Gw.FFI. DUP.REC.-WATERPROOF ARCHITECT ------------- DUP.REC.-GROUND FAULT ® DUP.REC.-FLOOR DUP.REC.-IUSWITCH OPER. SPECIAL OUTLET 0 SURFACE MTD.-CLG. I •: I F' I �•` I I • I I I I '' I it III Op SURFACE MTD.-CLG. (Porcelain) - - - - - - - - - - - - - - - - - - - - - - - - - - - - T-T - - - - - - - - - - - +"+ T-, RECESSED-CLG. �- - - - - - - - - - - - - -T-L - _ - - - - - - _ - -I�� -� I I I I I IiI I FO WALL MOUNTED I °,: I I •'• I I I I I I I I I i IiI I (3� DUP. FLOOD :�• I I '• I I I I I ------ -------------- I O� RECESSED. DIRECTIONAL— — — — —• SHOWER LIGHT (Wet Location) ------------------ I I I r i C UNDERCAB. FIXTURE r, DOORBELL/CHIME F . F❑ EXHAUST FAN I PADDLE FAN I ...... ...... I I I I I Sanitar 9 w I I xis gLine Water Heate � I PADDLE FAN / LIGHT L----- II I I I---�I SPEAKER T/'1 I "• r----- TELEPHONE l/ 1 New P. Conc. Areaway I I w w/ Gravel Surface t I I r- I -, I Existting (9) 8" Risers to Grade Oil-IFired O CABLE VISION --------_-LJ I I I Furniace r- I I I r__I-_ © COMPUTER (Cable & Phone) I I O THERMOSTAT I I I I FAN/LIGHT I I `/SMOKE SMOKE DETECTOR Qco CARBON MONOXIDE DETECTOR O I IIL_ -- -- - O I I•I I'I I III------all II j Smoke i I I.I I'I I I O I � SWITCH a SWITCH 3-WAY , SWITCH -f-WRY I p :p --i $p SWITCH W/ DIMMER rl------------ ------- L_ J I I i $ w SWITCH WATERPROOF JS JAMB SWITCH I �.... .. •• ..: � .•. :. -. ��' � ! L--I--J DRAWING TITLE: r------------------ u o CO Q Basemen I I $was WIRELESS LIGHT SWITCH i I ® KEY PAD ELECTRICAL 2NO FLOOR I P SmokeQ I Sewag I I I - Effect i L--I--J JOB: 0 I I I I Tc Ist I MOORE FI ° I RESIDENCE I I I I tGFI I I Existing 2155 ANCHOR LANE SOUTHOLD. NY I Existing 200 Amp 215 Gal. Elec. Service TOWN OF SOUTHOLD xis g I Oil Tank 0 SCTM# 1000-19-4-31 Well Tank OARCHITECT: ----------------------------------- FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN, NY 11140 52 NOYAC PATH WATER MILL. NY II4116 TEL 431 154-5555 fweberarchitectsgahoo.com SEAL: 1.✓ %r_K ELECTRICAL 110A BASEMENT REV.: AUG 16. 2024 DATE: AUG 15. 2025 SCALE: 1/4" = I'-On JOB NO: w202501 DRAWING NO. E2 OF E2