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HomeMy WebLinkAbout51324-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#: 51324 Date: 10/29/2024 Permission is hereby granted to: F1Ascari LLC 8980 Nassau Point Rd Cutchogue, NY 11935 To: demolish and reconstruct a new accessory garage as applied for per SCHD approval, Premises Located at: 9180 Nassau Point Rd, Cutchogue, NY 11935 SCTIVI# 118.-6-5.1 Pursuant to application dated 09/13/2024 and approved by the Building Inspector. To expire on 10/29/2026. Contractors: Required Inspections: Fees: Accessory-New Structure $839.00 CO Accessory Structure $100.00 Total $939.00 uilding Inspector �i4�II W s TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 119 71-0959 " Telephone (631) 765-1802 Fax(631)765-9502 http�s:Hwww.soutlaoldtownn v. ov lo..:. Date Received APPLICATION FOR BUILDING PERMIT IF I)) � For Office Use Only .r CEP 1 3LQL4 PERMIT NO. Building inspector. �< Applications and forms must be filled out in their entirety.Incomplete ..applications will not be accepted. Where the Applicant is not the owner,an so umol -� Owner's Authorization form(Page 2)shall be completed. Date: �,O�Ljt OWNER(S)OF PROPERTY: Name: F1Ascara LLC (Denis O'Leary) SCTM#1000- 118-6-5.1 Project Address: 9180 Nassau Point Road, Cutchogue, NY Phone#: 917 692-5050 Email: doleary100@aol.com Mailing Address: 8980 Nassau Point Road, Cutchogue, NY 11935 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: Name: Burger Construction Mailing Address: PO Box 934, Cutchogue, NY 11935 Phone#: 631 734-5217 Email: burgerconstruct@aol.com DESCRIPTION OF PROPOSED CONSTRUCTION RNew Structure ❑Addition ❑Alteration ❑Repair ®Demolition Estimated Cost of Project: ❑Other $350,000 Will the lot be re-graded? Dyes BNo Will excess fill be removed from premises? Dyes BNo 1 PROPERTY INFORMATION Existing use of property: Single Family Dwelling Intended use of property:Dwelling & Garage Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes 9No IF YES,PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractorldesign professional is responsible forall drainage and storm water issues as provided by Chapter 2M 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 to comply with an applicablwlaws,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 Gass A misdemeanor pursuant to Section 210.4S of the New York State Penal Law. Application Submitted By(pri t a e): Frederick Weber E Authorized Agent ❑Owner Signature of Applicant: Date: i/3(/�o STATE OF NEW YORK) SS: COUNTY OF Frederick Weber being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)heisthe 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 day of Z3 :2 Notary Public DAµIN MARIE GUARNERA AUTHORIZATIONPROPERTY OWNER Notary Public-state of New N0.01GUtr a�7.�83 York (Where the applicant is not the owner) Q,aI rep In Su,0II,County 1.§y Comm isOon Expires,0ec'28�2024 Denis O'Leary residing at 8980 Nassau Point Road, I, Cutchogue, NY Frederick Weber do hereby authorize to apply on my bMal,ftoeTlf Southold Building Department for approval as described herein. O ner"s Signatur Date Print Owner's Name 2 '�v �?D�) Scott A. Russell °Su S�F O�aE�IWWWAT]Elk SUPERVISOR TWANAG]EMLENT SOUTHOLD TOWN HALL-P.O.Box 1179 pOW� O�Southold O��]O]� 53095 Main Road-SOUTHOLD,NEW YORK 11971 a 1 /� 6 CHAPTER 236 - STORMWATER MANAGEMENT REFERRAI, FORM JPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) APPLICANT: (Property Owner-, Design Professional, Agent, Contractor, Other) NAME: Date: P,6W dyu�rra.Aoavew -� Contact Information: iC Mail 8 l elephnne Yumhet) Pr Derly Address / Location of Construction Site: tile ............ Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT Area of Disturbance is less than I Acre:. No ST D.E.S. Permit is Required ! ® - Project does Not Discharge to Waters of the State No S.P.D.E.S. Permit is Required - Area of Disturbance is Greater than I Acre & Storm—water Runoff Discharges Directly to Waters of the State of New York, THE APPLICANT MUST OBTAIN a S.P.D.E.S. Pevrnit DIRECTLY From N.Y.S. D.E.C. Prior to issuance of a Building Permit. [] Area of Disturbance is Greater than I Acre R Storm-Grater Runoff Flows Throuah Southold Towns IVIS4 Systems to Waters of the State of New York, THE APPLICANT MUST OBTAIN a S P.D.E.S. Permit through the Southold Town Eneineeru�� De,a�¢rr�eat Prior to Issuance of a Buildiri Permit. Q - Date. Reviewed By: :r ,qq" Telephone(631)765-1802 Town Hall Annex ,ti 54375 Main Road Fax(631)765-9502 P. O. Box 1179 Southold, NY 11971-0959 °' r r BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOAD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Dater m l m'+ Owner: � . . Location of Property: Joo R � _ �`Y. Please take notice that the (check applicable line): New commercial or sidential tructure Addition to existing commercial or residential structure 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) X. Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) X,., Roof framing (R) Fl and roof framing (FR) Signature: Name (person su mitting this form)* ' Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 JOB: ' PROPERTY OWNER: GARAGE FIASCARI LLC (DENIS O'LEARY) (2—CAR) 00 60 � SITUATE: CUTCHOGUE (NASSAU POINT) TOWN OF SOUTHOLD 9180 NASSAU POINT ROA[ SUFFOLK COUNTY, NEW YORK CUTCHOGUE. NY P/O LOT 92, AMENDED MAP A TOWN OF SOUTHOLD NASSAU POINT. MAP NO. 154 5CTMS 1000-08-4-5.1 FILED AUGUST 18, 1922 �.� SURVEY INFORMATION: ARCHITECT: J05HUA WICKS. P_L.S. CENTER MORICHES, NY ot, SURVEYED: MARCH 16, 2024 FREDERICK R. WEBER x(jo ' ,� V TOP OF SLOPE ELEVATION PER NAVO 1988 DATUM. 41 EAST MAPLE ROAD GREENLAWN. NY 11140 do, SCTM�t 1000-118-06-5.1 52 NOYAC PATH " + LOT AREA: 136,116.0 S.F. (3.1-4 ACRES) WATER MILL. NY 11914 ' x '? Water � � � � .e L UPLAND AREA: 124.313 S.F. TEL L31 154-5555 (LANDWARD OF BANK) o Svff01Cog )qp f HealthServicen., Fmeberarchrtectayahoo.com Call (631)852-57,54, 48 hours in EXISTING HOUSE: 1502.E SF SEAL advance, schedule irmpection EXISTING ROOF OVER: 93.8 SF EXISTING GAZEBO/DECKS: 391.3 SF Q F ��:�'Yc ~ � � . ��4' �',� M fe' �Il 1 )��, � H k�� NEW GARAGE (Remove Ewstmg): 1410 SF TOTAL: 346.1.1 SF A� " LOT COVERAGE (PROPOSED): 2.8% .c p r. M. NORTH I0 _� a.9 o v LAN G RM I f ( Al S: REV.: _........m,.. DATE: AUG 28, 2024 AT 9/28/24 _ R°_ Nu a R-24-1316 SCALE: 1" - 30'-0* A1: �rr r� a ... � .. JOB NO: 202402 BAY r p�; I. ""'u �� M�"�, '. �� U 9 � r'I'u 6', a � 'I' M u, °a,�r�u_ DRAWING NO. SCDHS Stamp SC' DHZ'jt OF 5CDHSI I '000" N TO HIGH ` .fU � N 5EANAL GROUNDWATER L-------------------------J , PI T4t 'LEACHIN Hol " POOL "''"" ., SEPTIC e, � , �, TANK 11000 Gal.) 00 -71 KID -------- 1 ` i r i i 11 \6 ° ,' EXISTING WELL I ► D (ABANDON) ' /'/ L _qt pit be, in t L of, Health rVice O _ Cali C� , ,CS -5 54 hour in N_ocadvance, �. . to schedule ins1wtion(s). T ETA ry cA ;0 1 )'r RE IN) rag ewater liw i i' I "I�' III"v or ga r -. ;0 SITE PLAN NORTH 0 T 00 v 0/�, ' "O O, PROPERTY HAS "BANK" FRONTING ON GREAT PECONIC BAY ("BLUFF": HEIGHT GREATER THAN 20' BETWEEN TOE OF BLUFF t TOP OF BLUFF) ss�ss � CONCRETE �Ci a cn FREDERICK TEST HOLE DATA COVER OR -b.- TEST C.I. GRATE ti u� w C ROBERT TEST HOLE BORING BY � - MCDONALD GEOSCIENCE SLAB PRECAST SITE DRAINAGE: O¢ win WEBER AUGUST I, 2024 '� CONCRETE r-n CHIMNEY n 3 DR# AREA VOLUME (Required) DRAINAGE STRUCTURES VOLUME (Provided) DRAINAGE O PIPE (1) 8' Din. x 6' Deep w/ ARCHITECT `9 A NEW GARAGE 1110 sF x .ILL' Rain = 244 cF 253.5 cf , I Traffic Bearing Top El +18(t70 rn e- ' I A BROWN SILTY j SAND SM I TYPICAL O w I EXISTING DRAINAGE I i SCWA VAULT, RING < 1 Garage Roof to have Gutters t Leaders NEW 2" TAP/ Connected to Underground Drainage Structures (Tgp.) METER 1 PALE BROWN — I g, SANDY SILT ML 8'0 Ring: 42.25 cf/Ft of Height 1 EXISTING �..1 I UTILITY 1 I O"� POLE 1 2' CLEAN SAND t _�� 1 ��'J.� ovhdV` �. / PALE BROWN GRAVEL FILL 1 �`` Elec. / Q) FINE SAND SP TYPICAL SECTION DRAINAGE RING El +20' /(,..• ' �/ A/ Q / tj U� C, i' / loll* O m lool /• , _ � -Ura Qn� 4"0 APPROVED I' MIN. t 2' MAX. 1 -13/ ; Z m �..,/ PIPE, 1/4" PER FT. CONCRETE "' ' MIN. PITCH CHIMNEY DEPTH LOCKING CAST TRAFFIC El AV ' t r0.0 IRON COVER BEARING / YAR° c n 3 {.:j• FRONT w EL +22' /-TO GRADE SLAB si% /•/ .�� E�- IG EL +21' / 1 /v o -< �(y OUTCLE - 4"� APPROVED CONCRETE O��\ PIPE, 1/8 PER FT. ,- N D MIN. PITCH COVER O¢ INVERT INVERT - at GARAGE EL +19.5' `4 �„ LIQUID = I f ECG 1?01: Remove Existing EL +20' — DEPT _ INVERT ' INVERT - I (y�'00�' S�° OH Wires t ;• ' / /' FLOW EL +19 I EL +18 5' o I 5�� Q� sae Utilit Poles i' l / N BAFFLE SEP IC i 1 NEW �- I �I lbG 9 i '' ' 0 TANK �- I I `�q ;:k• i' i (1000 GA .) I LEACHING W POOL 1 (300 S.F.) 13' MIN. j El + :'�/ ,� je./ New Underground COLLAR p 1 ,e0% / �,� /./ Electrical Service PROPOSED SANITARY SYSTEM I I �' \g,��t�� ;:•'j• �• /./�01 sac• t ado. NEW SANITARY SYSTEM FOR GARAGE w/ BATHROOM 1 I 42 oty NEW 1000 GAL. SEPTIC TANK I ti I +20 " �' El +23'(f) NEW 300 S.F. SIDEWALL AREA OF LEACHING POOL (8' 0 x 12' DEEP) MEET ALL S.C. DEPT. OF HEALTH SERVICES REGULATIONS. i i :'�� i ' ,' DRAWING TITLE: MAINTAIN 10' SEPARATION BETWEEN WATER SERVICE t SANITARY SYSTEM AND 5' BETWEEN UTILITIES t SANITARY. 1 3' (MIN.) TO HIGH I Remove Existing ,' / \oi �' , 1 SITE PLAN SEASONAL GROUNDWATER 1 OH Wires t---------------------------- Utility Poles Relocate oh H-Frame /iE / :� PI Meter Teat LEACHIN HoIA\ o POOL New : 0. H-Frame/ a•�' Existing Meter �. .....:' Generator i ��;;<;' •`;r:t':'; 'lg C2� `� SEPTIC ' \� �G JOB: / i :. :........ ::.; : :'>;;` '>:: . 1000 Gal.) ' O \. o� 'o- ............. ' ' : : ;: : i PROPERTY OWNER: GARAGE O Vault t :: ::•::::;::`.;:' '...:?; `;key?`;....;`: .: ) O� PIASCARI LLC (DENIS O'LEARY) (2—CAR) ° . '(�a��� `; '::: :' ::: ,�.' o- ,� 100 �O SITUATE: CUTCHOGUE (NASSAU POINT) �° 'I� �Vol `'�:::: `::'`:; O'� ,p ,' b� TOWN OF SOUTHOLD 9180 NASSAU POINT ROAD Lj \. ' j � � e 1 � da ,� i SUFFOLK COUNTY, NEW YORK CUTCHOGUE, NY i C� j --------rDR1A Q I �� P/O LOT 92, AMENDED MAP A TOWN OF SOUTHOLD j ,� NASSAU POINT, MAP NO. ISL SCTM# 1000-118-4-5.1 FILED AUGUST 18, 1922 SURVEY INFORMATION: ARCHITECT: JOSHUA WICKS, P.L.S. CENTER MORICHES, NY o• ¢�g0 / .0 , ° tie SURVEYED: MARCH 14, 2024 OD, ��� , � g�,' �� TOP OF SLOPE ELEVATION PER NAVD 1988 DATUM. 411 EDSRTI MAPLE ROAD yF9O �` \ �� EXISTING WELL I \\� ,��/ �e��ea �\�4.��s -{ O�� �a� GREENLAWN, NY 11140 o O o 09 °' ���' ��' �° 52 NOYAC PATH (ABANDON) \70 �� �Q�o� ti �� 0\01 WATER MILL. NY 1191t. CT # 1000-118-04-5.1 �,- o��\ �SD�� '`I � � ��/ ' •�V���� 9g�°e UPLAND AREA: 1 24.37� S.F. (3.14 ACRES) �' 5� I Q �� (LANDWARD OF BANK) TEL L31 154-5555 D fweberarchitecta ahoo.com ` �' p' �� 1 \•\ �'� --------- - 6��w ZONING: R40 �� �p SEAL: YARDS: (PRINCIPAL SETBACKS) _ - -�:. `•-�,;�. FRONT 50' <` �Q SIDE (ONE): G' �• �NG s3 �� SIDE (BOTH): 35 O ^ �4 Q. �F?S s' \ O REAR: 50 "�i`S�O To \ �''� Q LOT COVERAGE (ALLOWED). 20% (MAX.) s. ` fiAZE80 os F�Gdc O- EXISTING HOUSE: 1502.E SF EXISTING ROOF OVER: 93.8 SF µr, EXISTING GARAGE: SL9.8 SF ... EXISTING GAZEBO/DECKS: 391.3 SF TOTAL: 2551.5 SF • ti P LOT COVERAGE (EXISTING): 2% � /G oAo \\� 6S0 \& SITE F J.._ A N NORTH _ .�`a` y�� Ate. Te �\ 0 REMOVE GARAGE: 569.8 SF REV.: OCT 4, 2024 ti p y� qti �\ p�nJ OO I„ = 3O,_O„ NEW GARAGE: 1410 SF tiF9O "� ° �ryj TOTAL: 3451.1 SF -. . . 1 " O , �° LOT COVERAGE (PROPOSED): 2.8% f t DATE: AUG 30. 2024 O� O o."r9<<� .00 o S Gj SCALE: I" a 30'-0" O `� G �� JOB NO: w202402 , YARDS: (ACCESSORY SETBACKS) (LOT SIZE: 80,000 SF AND OVER) PROPERTY HAS "BANK" FRONTING ON GREAT PECONIC BAY SIDE t REAR: 25' DRAWING NO. yy FRONT (WATERFRONT): 50 (AS "BLUFF" IS DEFINED AS HAVING A HEIGHT GREATER THAN MAXIMUM HEIGHT: 22' 20' BETWEEN TOE OF BLUFF t TOP OF BLUFF) MAXIMUM AREA (124.514 x 3%): 3131.2 SF Al OF A5 WINDOW SCHEDULE FREDERICK B A3 Unit Model Area ROBERT R.O. Opng Egress WEBER ® ELCA3363 2'-9" x P-4" Casement 3" 28'_011 3" 28'_011 20'-0" 3'-0" " 20'-0" " 3'-0" " © ELCA3355 2'-9" x 4'-8" Casement ARCHITECT r-------------------------------------------------------- ----- ----- Q ELAWN2921 2'-5" x 2'-3 5/8" Awning C I - ----- -------------------------------------- --- I - OD ELAWN4939 4'-1" x V-5 5/8" Awning : ------------------------------------------- I ICI a" 21'-2" sN I I• v l h I I I I I 1 UNEXCAVATED I I Model Numbers Refer to "Marvin", StormPlus, Clad, 1 j 4" P. Conc. Slab w/ Impact Zone 3, Low-E II w/Argon Glass I 6 x6 10/10 WWI= I : I _! I I COVERED , I 1 Reinf. (Tgp.) nnll W I : 1 4" P. Conc. Shelf for Porch Slab _______ 1 I I I ® 3O O 1 ------------------ ---------' . I ` = ----------:------------- O 10" P. Conc. Found. 1 - -- --- ------- I " _ A P D ¢\bone P A Wall w/ (2) :5 Bars, Top 3"I 6 { 4" P. Conc. Shelf: for Garage Slab 14 6 3 p p 1 1 44 Bars, 32" oc Vert. (4" DroppedShelf for Slab) 1 I ' 1 26'=4" `r ----J 1 DOOR SCHEDULE Y) 20"AO" F einf. P. Conc. I I 1 I I I o I Footing w (3) U5 Bars I I I 1 I p I Unit Model ti Width t Height I . ■ I I m � 1 I -4" �i I � I O Overhead Garage Door � 9-0 x 6-0 I I I 1 I cn I I (Custom- Glass) Q O ........................................1 ....................................... 1 ■ " i ... ........................... ............. 1. ....._........ 1 o O Marvin Double, Left Active 6-0 x 8 0 �..� ....................................... —----J 1 7 10 I 8 l -4 I 8 l 10 I I 1 `~ I �i O I �, 'cr Clad Ultimate Inswing French Door (R.O.) ________ ___ r o ,_ ,I I_ 11 1 ,� /_ 11 I N "Marvin" Double, Fixed -0' x 8-0 .3 O Clad Ultimate Fixed French Door (R.O.) I x I p 3 6' L 1 'n Pier to:: I I i I t o "Marvin" Double, Right Active6'-0" x 8'-0" ' 'if� I o — 1 I ' ' I = I �_ ® Clad Ultimate Inswing French Door (R.O.) 0 0 1 U 00 Support: SlabE:1 1 I O 5 I I 9 i --� I U I 1 1 M 1 I J I I 1 I STO P I 6 I 5 "Marvin" I Marvin Single, Left 3-0" I x 8-0 ■ o Tie Beam -+ ---- 1 O Clad Ultimate Inswing French Door (R.O.) II -------� ----------------- 1 -------------------------- - --J1 i UNEXCAVATED i I I I I I 1Ln j Bracket's 1 I 5" P. Conc. Slab w/ j 1 - 1 I Verify Operation of All Doors ' 1 I to CxC 10/10 WWF I 1 - p 1 I ~ .0 1 1 --1 Reinf. (Tye.) cv I j ,� I 1 Model Numbers Refer to "Marvin", StormPlus, Clad, w I 1 1 cn I 1 00 1 1 bo Impact Zone 3, Low-E II w/Argon Glass i 1 1 Vapor Barrier and I I I 4" Compacted I I 2-CAR GIARAGE I Gravel Under Slab I p I ------- -� r-; I 1 ;-; a ---� _i -------� ------- Tie Beam -----t-------------------------- ----, i 1 v- I ---- -2 DRAWING TITLE: � I i I I I d I p ' FOUNDATION i IST FLOOR I I I I = A a- 1 N I I I i I A3 I I I mO I j A3 O I I� I 1 1 O Util. I I �i I 1 x I p 1 l u zo 1 1 I © I I I t o 1 I U 1 1 I iv J JOB: Work __� i O'LEARY I 1 I I I I I GARAGE 1 I----� — Bench I I I I 1 _ Dropped Foundation Wall_____________ 1 I I I I Brackets 1 ----------------- -- ---------' I _ 1 0 1 1 1 - 28 CUTCHOGUl POIN ROAD I1 --'-- L-----, ---------------- --------- I 28" Water = 1 r------------------------- 1 1 Q/ O Above Electrical SCTM# 1000-118-L-5.1 I I i i oo Service ' TOWN OF SOUTHOLD UNEXCAVATED _ 4„ �� 1 �- i Panel 24 i � O Lin o I ' I I �/STORAGE I UTILITY HALF BATH S ORAGE 2 \�O 1 1 1 26 _4" 11 I O 4/1 28" ARCHITECT: I I 11 l 'fl_O" 41/ 1_211 I 4/SON 4" 61_/" 4" 41_4N ` 11 I L------------------P. Conc. Shelf for Garage Slab = ___-_-_-� I I G, b b - /� Hea er ` FREDERICK R. WEBER I `F I 41 EAST MAPLE ROAD " GREENLAWN, NY 11'140 �----------------------------------------------------- © Sanitary Underground 10 P. Conc. Found. Electrical 52 NOYAC PATH Wall w Service " WATER MILL, NY 11914 ( >k4 Bars,, 32" oc Vert.(2 Bars, op 2'-4" 5'-2" 2 -0 5 -2 2 -4 5 -6 K' Dropped Shelf for Slab) q q TEL 431 154-5555 28'-0" 20"xlO" Reinf. P. Conc. 3'-O" 28'-0" fweberarchitectsyahoo.com Footing w/ (3) US Bars B SEAL: FOUNDATION PLAN A3 IST FLOOR PLAN GARAGE: 1162 SF COVERED: 308 SF I'—O" �111� 9� LOT COVERAGE: I-410 SF 0 �W REV.: OCT 4. 2024 DATE: AUG 30. 2024 SCALE: 1/4' JOB NO: w202402 DRAWING NO. A2 OF A5 -----------------------------------------------1�apersawn (Pressure �Treated) Red Cedar Roof Shingles. 5/8" Butt S S666t S 9 t S t S S S SZ SZ 9 S S9WS�St S S 2 "Ventgrid" Under Roof Shingles Tapersawn (Pressure Underlayyment "GAF Treated) Red Cedar Deck f�rmor'' or Equal Roof Shingles, 5/8" Butt FREDERICK 12 5/8" Plywd. "Ventgrid" Under ROBERT Roof Sheathing Roof Shingles - q 'WEBER 2x10 R.R., 16"oc I 1 1 I Ice t Water Shield New 6" Closed I 1 5/8" Plywd. Cell Spray Foam (R38) I I Roof Sheathing Ice ( Water I 12 l2 Shield 12 12 3 2x8 R.R., I6"oc ARCHITECT 4 I anelinta I�� ane in in 4 4 Hurricane Straps on Hurricane Straps on All Roof Rafters O _ All Roof Rafters ------ ---- Ix6 PVC Frieze Bd. -- - p Ix8 PVC Rake Bd. p Half Round � � H and Ix6 PVC TtG Soffit I6" oc Copper Gutters w/ Ix6 PVC Frieze Bd. ------:------ _ Round Leaders ' Half Round I I Ix6 TlG Porch Ceiling 5 12 Copper Gutters w/ 4 I/2 Cove Moulding \--lx6 TtG Soffit Batts I ) Round Leaders I I 1 � p• Bd. Plywood Sheathing to Lap Wall fE 1.0 1 (3 2x Pressure 5/8" Plywd. I LL_j LU I c Treatedp E. Sheathing �LL I I 1 pie Ile Seal rmite 2x6 Studs, 000000i i PORCH -- - Sh e d, 16" oc STORAGE Work Bench r-' 5" P. Conc. Slab P11 I V/ I "Shingle Flare" i � w/6"x6" 10/10 WWF GARAGE I Bluestone Pavers r l I I m " Bluestone Co In I g I/2 x 16 Galv. I v- Mudset Over ReinF. pp A.B., w/ 2 x2 x3/I6 4 P. Conc. Slab (2" Thick x 12")g ------------------------- .. ii• I Square Washers„ 32" oc a ;�, ,.; -� - O I' °i° Compacted Sand Fill g I Grade 10" P. Conc. Found. o � 8� (Dow i glue, 10) °,• Wall w/ (2) 45"Bars, Top -'� 6'-0" , 34'-0" ; II -3 , Stone Facing E4 Bars, 32 oc Vert. I, on Porch •�• 1 --------------------- °1'' _ Above Grade -- �.---- -- ----------------------- � O"xl0" Reinf. P. Conc •4• 2 • _ Footing w/ (3) 45 Bars p .•6•. . ° ° --------------------- - - ------- SECTION BB_ au 91 SECTION AA 1/4,r = 1r-0,r Q /4,r _ Ir_Orr -- -- --- - -- -- -- -- -- -- -- ---- ------ -- -- ---_ __-__--_____---- ------ ---_---- II Ix8 PVC Rake Bd. w/ 2" "Ram's Crown" Ix6 Frieze Bd. 12 12 � q � � H 12 12 12 12 4 C� Q4 3 - � 4 _____T _______________ ___ -------------T- ---------------- -- ---_ ........................ ... .... I I --—--——————————————:------------------- I I 1 I l - DRAWING TITLE: I l l I l �/ \• ,' \� I I I I I I I `� ELEVATIONS, SECTIONS Enclose Steel— Column in Square i , I:I 1;I 1 Tapered "Azek" i i d d lea l . ..... Trim w/"Tuscan" I Cap and Base ✓ril I:i � i � , I:I li I �I - i I:I I;� I I :I ,' Shingle I : ` I JOB: I + !� Flare -------------- ---- ---- -- ---- ------- I jr-----____________________ __ -- -_-- ---------- ,�----_------------ ------- -------------------------------- - -----_--- O'LEARY -------------------------------- ---------------------� I ------ I I I I I `j I C:,AR�tC>FE ----- 3" I 28r`0" i3"I I I I I qq 28 6 i' I I l i II,_0r, i 4r�0„ T-9" 3" T-9" i "I 3'-O" l 1 6'-9" 14'j0" i 6'-0" 9180 NA55AU POINT ROAD i I I I I I I I I I I i I I CUTCHOGUE. NY r�' '�1 1 f�' f F�' F�' `�J TOWN OF SOUTHOLD L__� L__J L _J L__J L__J 40'-Orr L__� L_ SCTM 1000-118-4-5.1 SOUTHWEST ELEVATION- SOUTHEAST ELEVATION ARCHITECT: 1/4" = 1'-0" FREDERICK R. WEBER ---------------- ---------- - -- ----- 41 EAST MAPLE ROAD G Ix8 Rake Bd. w/ - -- ------ - -- -- -- --- - ---- -- ----- 52 NOYAC PATH "Ram's Crown" WATER MILL, NY 119%, Ix6 Frieze Bd. TEL 431 154-5555 12 12 fweberarchitectsyahoo.com 9 r SEAL: 12� 12 4 lip - 12 r a4 4 Half Round Lev Copper Gutter -------- ---- ----------iT------- Tr------ -------------- - - --r- f .�. ........... - - - r .. ... ...... . . ........ ... ...... . . ........ ... . ..... ... .. .. .. I = c<l I I II Bracket w/ ® Oy�st P I 1 Profile Shown I I I " J1111 1, " e a d w II: i1 REV.: I I DATE: AUG 30. 2024 I:I ' I SCALE: 1/4" - 1'-0" 1 II Flare i I j i JOB NO: w202402 --------- ---- -- ---------- ---------------- --------- 1 1 I I I I I I - -- ------------------ DRAWING NO. I I I 1 11 I I " I I i t Stone Veneer on Porch 28'*0" I 1 6'-0" I 1 4'-0" 9'-0" 8'-O" 9'-0" 4'-0" I Found. Above Grade 1 I I I I I Fes, F1,�1 , r --J L--J L--� L _J �__J 40r_0" L_ II,_Orr L- 11 A 3 NORTHEAST ELEVATION NORTHWEST ELEVATION OF A5 WINDOW SCHEDULE FREDERICK B A3 Area ROBERT 3" 28'-O" Unit Model # R.O. Opng Egres WEBER 3" (Framing width) ® ELCA3363 T-9" x 5'-4" Casement 3" 3'-6" 3'-0" V" 20'-0" "� "0" u 3' © ELCA3355 T-9" x 4'-8" Casement ARCHITECT -� m W IOx30 Perimeter Beam r---------------------------------------------------------- I ----- _ ----- © ELAWN2921 2'-5" x 2'-3 5/8" Awning I �. ........ _ ............... _ 1 ____ _____________— _ 9 I ; ► I I 1.� OD ELAUJN4939 4'-1" x 3'-5 5/8" Awning 4"x4"x3/8' Provide Flag Connection Column n I l I I I I'I Steel Col. ( gpJ to Girder (Use Vx5"x3/8" I I EE I I I Column to Add Lateral Strength) I UNEXCAVATED I ; I III �, o o See Anchor Bolt Details ; 72 3 3 Model Numbers Refer to "Marvin", StormPlus, Clad, 4" P. Conc. Slab w/ o O E III ��� _ `° �, `° - �X// III Impact Zone 3, Low-E II w/Ar on Glass ,r rr 0°1 p g I : I 6 x6 10/10 WWF i (L I I Reinf. (Tgp.) - 1 I I I X III , X QC U pC U 1 I I I I III O OD CO 00 00 I : I I N N N N / 1 1 El 2x8 R.R� (2) 2x6 Studs w/ / 2x8 R P' 1 `v I _ 4 P. Conc. Shelf for Porch Slab _ I I i I I 10 cc (2) 2x6 "Jack" Studs 16" o . rr -------------- ------------------------- ------ I I / —.—. —.—._.—.—. ._._._._... rj 10" P. Cond. Found. I ---------- - ----------:--------- I 4"x4"x3/8" W IOx301 Perimeter Beam - ------- -------- Wall w/ ( Bars, Top 3"1 6' f 4" P. Conc. Shelf: for Garage Slab 14 6 13" p I Steel Col. (T p.) t #4 Bars, 2" oc Vert. I I I 26'=4" 1 I -1__2'-8"- 3'-10" 19'-t10" 3'-10" l4" DroppedShelf for Slab) I I 1 1 I e I ----J I <r DOOR SCHEDULE 20'AO einf. P. Conc. 1 I I I I °' 2 A 0 R.R., 16" cc 1 2x10 R.R. 16" cc00 1 Footing w (3) #5 Bars Unit Model # Width t Height n 1 30_4,r I I I 3'-4" � i I '; m � I O Overhead Garage Door 9-0 x 8-0 I cn I M I I (Custom- Glass) Q I Ix I E I I O 2 "Marvin" Double, Left Active 6'-0" x 8'-0' 1'-10r, 1r_s" 1r_4rr I'-8" 1'-10" 1 6 = O I I 6- Clad Ultimate Inswing French Door (R.O.) r-------- --- (_T) "Marvin" Double, Fixed 6'-0" x 8'-0" I m I Clad Ultimate Fixed French Door (R.O.) tir ---- 0 Pier to I I O I X I w I I I 4 "Marvin" Double, Right Active6'-0" x 8'-0"O 1 Support: Slab I I I I I I O Clad Ultimate Inswing French Door (R.O.) i CC) I I U I I I v- -----J I I I I I I O "Marvin" Single, Left 3'-0" x 8'-0" ;01I I I ---- ------------------+-------------------- ----- --- I Clad Ultimate Inswing French Door (R.O.) O i �_ ' I � I ` ' t I _______ (3)-II -f -- LVL CeilincLTie_�(Encase_in Ix-Trim) ------- 'n ----- ----J I V 1 _� i I UNEXCAVATED I -,,, I 4"x4"x3/8" I I I Steel Col. ( yp.) 1 I 5" P. Coric. Slab w/ I E I I Verify Operation of All Doors ' 1 I o6I0- (Vx6" 10/1 0 WWF Reinf. (Ty = I 1 Model Numbers Refer to "Marvin", StormPlus, Clad, C41 °D0o Impact Zone 3, Low-E II w/Argon Glass I I Vapor Barrier and I I 4" Compacted I I I E I I _J Gravel Under Slab I p t ( I O -----------------� -------------------- ----- ----, ------- ------- rot I i I I I O ------- -----------------c+-------------------- ————— ———— JI O c t 2x10 R.R., 16" oc W I 2x10 R.R., 10 cc I I I I III I II I DRAWING TITLE: °0 ; I � 2x8 R.R., ROOF FR,4 6 C.J.,14' ocl I M NCB I l i l y i i I v IST FLOOR I I I I A I• Iro y I I A q) I a- O I I— 1 I I O III E r op I e I I A 3 V- 1 1 to I I I I I IIL 1 16 oo I I I•IQ — I Q I 1 0 I I I III X ^ I x I) I 1U I I I I• IQ ml Q I I III — I I I JOB: I � I I I• I � I � I 3Li) II'-8" I 15 -10 13'___J i O LEARY 1 1 4"x4"x3/8" I GARAGE I I _ Dropped Foundation Wall I I I I Steel Col. (T p.) I 1 '----------------- -- ---------------- ---------' I W IOx30 Perimeter Beam ► W IOx30 Perimeter Beam I I —.—.—.—.—.—. -.�J._. —.—.—.—.—.—._ — CUTCHOGUE,ONY ROAD -----, ----------------------------------------- --------, I i i f r-----,I 1 I 1 I x// i; , ;x TOWN OF SOUTHOLD 11 I I cv I I / � =UNEXCAVATED SCTM# 1000-118-L-5.1fi, O •,AC � �Z C14; 0 U I I I I �, N n �� ARCHITECT: L________________ 4" P. Conc. Shelf for Garage Slab I / ---_�--- --------� 1 / PREOERICK R. WEBER 1I / \ EAST MAPLE GREAWNY II 40 10" P. Conc. Found. 52 NOYAC PATH Wall w/ (2) 45 Bars, Top WATER MILL, NY 1191L t 44 Bars, 32" oc Vert. 13" (4" Dropped Shelf for Slab) TEL 01 154-5555 I I/�2" 5"1 5" �/2" 3'-0" 28'-O" 20"xl0" Reinf. P. Conc. V-0" 28'-0" fweberarchitectmgahoo.com ,1, (2) I 16 Footing w/ (3) #5 Bars "x " Anchore SEAL: ® x BoltsFOUNDATION F) LAN ROOF FRAMING Base It' I/2 ( IST FLOOR ) ' Base ,Vx4"x3/8" COLUMN o BEARING R ON FOUND. WALL 011 dd l' " = I'-0" , r l .• - o" NOTES: FRAMING NOTES. 10" I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER 3' 1- ALL FOOTINGS TO BE A MINIMUM OF 3'-0" BELOW GRADE. 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. (2) 1"x 16" 2- CONCRETE TO BE 3000 PSI AFTER 28 DAYS. 3. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY 'SIMPSON" M Anchor OR APPROVED EQUAL. Bolts REV.: -21 3- ALL STEEL GIRDERS BEARING ON P.CONC. 4. ALL HEADERS C-On AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. ® FOUNDATION WALL TO HAVE 4"x6"x1/2" B.PL. ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. I/2 (UNLESS OTHERWISE NOTED) S. DOUBLE FRAMING AROUND OPENINGS (Skglights, Stairs, etc.) OR AS NOTED ON DRAWINGS. DATE: AUG 30. 2024 3/4" Wide 4- ALL COLUMNS TO HAVE C'AO"xl/2" B.PL. 6. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. SCALE: 1/4" - 1'-0" Base E (UNLESS OTHERWISE NOTED) 1. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. .4"x4"x3/8" COLUMN a JOB NO: w202402 GARAGE SLAB TO HAVE 6"x6" 10/10 WWF REINF. 8. 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 BEARING fE CORNER 5- PROVIDE I/2" EXPANSION JOINT AT SLAB PERIMETER. AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. 3/4" = 1'-0" 9. PLYWOOD SHEATHING TO BE NAILED WITH 8D 8 4" O.C. EXTERIOR EDGES AND 0 a 12" O.C. INTERMEDIATE. DRAWING NO. 6- STEEL SHALL BE ASTM A-34 (EXCEPT 10. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-1-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, PIPE COL WHICH SHALL CONFORM TO GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS ASTM A53 ROUND PIPE). STEEL WORK SHALL SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 13/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR CONFORM TO THE LATEST AISC SPEC. PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. II. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 8 24" O.C. A4 OF A4 SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS 2 x L TIE e EACH RAFTER FREDERICK Joint Description Nail Sizes Nail Spacing ROBERT ICE SHIELD UNDERLAYMENT WEBER REQUIRED - 24" FROM EDGE ROOF FRAMING CD HURRICANE CLIP Rafter to Top Plate (Toe-nailed) 3 - 8d per rafter TYPICAL. Ceiling Joist to Top Plate (Toe-nailed) 3 - 8d per joist ARCHITECT Ceiling Joist to Parallel Rafter(Face-nailed) 3 - 16d each lap 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 SIMPSON H2 HURRICANE Stud to Stud (Face-nailed) 2 - 16d 24" o.c. CLIP NAILED. FROM PROVIDE 8d COMMON 9 ALLT31 METAL STRAP Header to Header(Face-nailed ALL JACK POSTS ) 16d 16" o.c. along edges RAFTER TO STUD. - NAILS 9 9" O.C. AT w/ I - 8d NAILS TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL EACH END - TYP. Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud 5 - 8d NAILS EACH END SHEATHING. 2 - 16d per 2x6 stud SHEATHING TO LAP TOP 2 - 16d per 2x8 stud WALL PLATES `V Bottom Plate to Floor Joist,Band joist,En or Blocking (Face-nailed) 2 - 16d ''Z per foot APA RATED PLYWOOD TO Q� EXTEND TO TOP OF TOP PLATE. 4 - 8d NAILS TYPICAL FLOOR FRAMING MST31 METAL STRAP Joist to Sill , Top Plate or Girder(Toe-nailed) 4- 8d per joist 0 9 JACK POST MST21 STUDS Bridging to Joist (Toe-nailed) 2 - 8d each end g to Joist (Toe-nailed) 2 - 8d each end w/ 4 - 8d NAILS 9'f8" O.C. Blockin EACH END - TYP. SIMPSON 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 77' 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 DOUBLE TOPS PLYWOOD SHEATHING ROOF SHEATHING Q PLATE TO OVER LAP BOX = HEADER 2 x 6 �16" O.C. BEAM - TOP + BOTTOM. Structural Panels 8d 4" o.c. perimeter zone SIMPSON MTSA 18-Z W/ other 6 o.c. edges of STUDS = (6) 8d NAILS TOP t panel , 12" o.c. interior BOTTOM 9 32" O.C. Diagonal Board Sheathing of panel 1" x 6" or 1" x 8" 2 - 8d per support 1--�--1 SECTION ELEVATION 1" x 10" or wider 3 - 8d per support CEILING SHEATHING r�rnn V1 Gypsum Wallboard 5d 7" edge/10" field �rl SIMPSON MTSA 18-Z W/ /_(6) 8d NAILS TOP t WALL SHEATHING rH BOTTOM s 32" O.C. Structural Panels 8d (see table 3.9) Fiberboard Panels SIMPSON LTP4-Z W/ SIMPSON LTP�4-Z W/ 7 /16" 6d 3" edge /6" field (6) 8d NAILS TOP t (0 8d NAILS TOP t BOTTOM 8 32" O.C. FLOOR JOIST = BOTTOM 32" O.C. 25 /32" 8d 3" edge /6" field ;::. NAIL SHEATHING TO SILL PLATE _ FOUNDATIO N Q 1) H W = • 8d NAIL O.C. S �f • Gypsum Wallboard- 5d 7 edgeDRAWING TITLE: YP 10 field G _ (SHEATHING TO LAP SILL PLATE) : ; / - ..s Hardboard 8d see table 3.9 tt RE BAR 5 R BAR ( r r Pa ticleboa d Panels d 8 see table 3.9 ( ) ' ,.... CO DE DET I L2 2 x6 SILL PLATES COPPER TERMITE SHIELD Diagonal I Board Sheathin9QTREATE w/ SILL SEAL (TYP.) 1" x 6, or 2 - xt;t8d Per support ,� , e " " 0 er - 1 x 1 or wider 3 8d pe r r support 5/8 x 16 2 O DW " " 3 C. P PP S EE FOUNDATION G. lL/16 A/ 2x2x WASHER. w 3 H R. .. . �;� :.'FOR DESIGN/REINFORCING �. .- " D AL .. ... ,... FLOOR SHEATHING E G V(HOT DIPPED . O H R :. . .. . STAINLESS STEEL) .. .... . ISOLATE WASHER FROM Structural Panels SILL PL W/ FELT STRIP 1" or less 8d 6" edge /12" field greater than 1" 10d 6" edge /6" field HOLD DOWN + SHEAR CONNECTION CRITICAL PATH Diagonal Board x6" or1" x8" ng - JOB: 1" x 6" or 1" x 8" 2 8d per support O'LE,4RY 1" x 10" or wider 3- 8d per support Csr4R,4GE -----—-- i 'Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed I 3" on-center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall 9180 NASSAU POINT ROAD be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. CUTCHOGUE. NY I PROVIDE 8d COMMON NAILS 8 •4" O.C. I I 2When wall sheathing is continuous over connected members , the tabulated number of nails shall be permitted to TOWN OF SOUTHOLD AT ALL HIGH PRESSURE ZONES j j be reduced to 1 - 16d nail per foot. i i I i SCTM>r 1000-118-4-5.1 i I I ARCHITECT: -3 FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN. NY 11-140 v 52 NOYAC PATH W w: o DESIGN CRITERIA: WATER MILL, NY 11916 Lu•••� �`�• • � z •••••••••••• GROUND SNOW LOAD - 45 PSF. WEATHERING - SEVERE TEL 631 154-5555 . .in u..'�.'. cn O �a-� -`N _� 1 1/4" x 20 GA. GALV. STRAP 1 1/�4" x 20 GA. GALV. STRAP FIRST LEVEL - 90 PSF. L.L. FROST LINE DEPTH - 36" fweberarchrtectayahoo.com zw w/ 5-8d COMMON NAILS IN w/ 5-8d COMMON NAILS IN LIVING AREAS - 40 PSF. L.L.LL TERMITE - MODERATE TO HEAVY zo EACH END 910 O.C. EACH END OIL" O.C. BEDROOMS - 30 PSF. . . DECAY - SLIGHT SEAL: n �w ' ' ' ' ' WIND SPEED - 130 MPH ac I I/4" x 20 GA. GALV. STRAP ICE SHIELD UNDERLAYMENT REQUIRED - YES o °- w/ 5-8d COMMON NAILS TO 1 1/4" x 20 GA. GALV. STRAP SEISMIC DESIGN CATEGORY - 8 wFDN. ®16" O.C. w/ 5-8d COMMON NAILS IN co �'. °o_ . . . . . . __n EACH END 916" O.C. Pry 1 i , DESIGN CRITERIA: . . . . . . . . . . • • • • • • DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME ' CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. T-O" MAX. ;s 4`PROVIDE 8d COMMON NAILS 4" -" O.C. WINDOWS GLAZED OPENING REV.: AT ALL HIGH PRESSURE ZONES 2'-0" MAX. 2 - d COMMON DATE: AUG 30 2024 '- ' NAIL3 TO SILL EXTERIOR WINDOWS SHALL HAVE GLAZED OPENING PROTECTION FOR WIND-BORNE DEBRIS TO MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST 0>F ASTM SCALE: as noted ` PLATE E 1996 AND OF ASTM E 188L REFERENCED THEREIN. IN LIEU OF IMPACT JOB NO: w202402 j. RESISTANT GLAZING, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS /� I O O !— 7� I �l OF 'I/16" AND A MAXIMUM SPAN OF 8' SHALL BE PERMITTED AS OPENING PROTECTION. ATTACHMENTS SHALL BE 2 1/2" 48 WOOD SCREWS, 10 OC DRAWING NO. FOR SPANS UP TO 6' AND 12" OC FOR SPANS BETWEEN 6' AND 8' GARAGE DOORS TO BE RATED FOR 130 MPH WIND LOAD. COMPONENT AND CLADDING PRESSURE ZONES CANTILEVER OVER FOUNDATION CANTILEVER OVER FIRST FLOOR A5 OF AS ELECTRICAL SYMBOLS FREDERICK SYMBOL DESCRIPTION ROBERT DUPLEX RECEPTACLE WEBER W.P. DUP.REC.—WATERPROOF 0CiFI DUP.REC.—GROUND FAULT ® DUP.REC.—FLOOR ARCHITECT ----- ------ --_____________ DUP.REC.—(I)SWITCH OPER. -------- D SPECIAL OUTLET II II II II II II 0 SURFACE MTD.—CLG. II I I j Op SURFACE MTD.—CLG. (Porcelain) II II � � RECESSED—CLG. I I j j b WALL MOUNTED C DUP. FLOOD I I I O_> RECESSED, DIRECTIONAL II 0 SHOWER LIGHT (Wet Location) I 1 i C UNDERCAB. FIXTURE w.P. Ow.P. ArLA DOORBELL/CHIME O EXHAUST FAN 1 3 1 3 0 "Carriage" O I Light + PADDLE FAN I -J V1 I - - I 1 PADDLE FAN / LIGHT •(r�) I 1 sP SPEAKER nn ll 1 TELEPHONE nW O CABLE VISION 1 © COMPUTER (Cable t Phone) 1 I Q THERMOSTAT I 1 FAN/LIGHT I I 1 1 ��y.,JMOKE SMOKE DETECTOR I 1 � j 0co CARBON MONOXIDE DETECTOR -- ----- ------------- ---+-------------------- - ----- ------------ ----- --------------------- a 1 SWITCH V 1 I $3 SWITCH 3—WAY F-"--I SWITCH 4—WAY "Carriage" M 1 Light I $o SWITCH W/ DIMMER 031 $ w SWITCH WATERPROOF JS JAMB SWITCH Hose ------- --------------- —+------------------Bib i i i ------ I ® KEY PAD II I 1 I EX EXISTING DRAWING TITLE: I I i ELECTRICAL 1 I ; IST FLOOR II I I I I I I II 1 II 1 I I I 1 I I I 1 I I JOB: 1 --J I O'LEARY I "Carriage" GARAGE I I , CO/ I I O Q Smoke Light —— —— 9180 NASSAU POINT ROAD —— —— CUTCHOGUE. NY Electrical TOWN OF SOUTHOLD Panel SCTM# 1000-118-4-5.1 ------ Hose HVAC Bib Wat r ARCHITECT: ea er FREDERICK R. WEBER 41 EAST MAPLE ROAD Sanitary Underground GREENLAWN. NY 11140 Electrical Service 52 NOYAC PATH WATER MILL. NY 11914 TEL 631 154-5555 fweberarchitectmyahoo.com SEAL: ELECTRICAL 1a IST FLOOR � '�''—•=- r 0 �y REV.: DATE: AUG 30. 2024 SCALE: 1/4" - I'—On JOB NO: w202402 DRAWING NO. El OF El SS.eSs6ys CONCRETE �� �. FREDERICK COVER OR e — TEST HOLE DATA � � TRAFFIC C.I. GRATE ti w ROBERT 'TEST HOLE BORING BY BEARING SITE DRAINAGE: ¢� MCDONALD GEOSCIENCE SLAB PRECAST �},� H. � �rn l ���� � �, � WEBER V Z T / AUGUST,I, 2024 CONCRETE ti CHIMNEY DRY AREA VOLUME (Required) DRAINAGE STRUCTURES VOLUME (Provided) n 3 EL 21 (±) 6 -� DRAINAGE (l) 8' Dia. x �' Deep w/ �� ARCHITECT of A NEW GARAGE 1610 sf x .16E Rain = 261.3 cf 295.15 cf PIPE I I Traffic Bearing Top EI +18(t Arno Dro& BROWN SILTY i `n 10 d z SAND SM I TYPICAL O ua I -1/ EXISTING' < 1 SCWA VAULT, G' DRAINAGE I `t 1 Garage Roof to have Gutters t Leaders NEW 2" TAP/ 1 RING > Connected to Underground Drainage Structures (Tgp.) METER PALE BROWN i g' SANDY SILT ML I 1 8'0 Ring: 42.25 cf/Ft of Height I EXISTING UTILITY POLE 2' CLEAN SAND t �� I ovhd WV` / n) GRAVEL FILL 1 �� Ovh PALE BROWN �--------------------- Elec. FINE SAND SP (P r--� TYPICAL SECTION �' DRAINAGE RING El +20 'B� "K (D 03 () El +18' ' � C, 4"0 APPROVED I' MIN. t 2' MAX. PIPE, 1/4" PER FT. CONCRETE MIN. PITCH CHIMNEY DEPTH LOCKING CAST TRAFFIC El +16 © I rO.O' Z IRON COVER BEARING / �' /� FRoNT YARD (1 3 ' EL +22' TO GRADE� SLAB � �:,�'"•• ' i `_� E P r , EL +21' ��' /'i , o y �` El +14' �' i I O � -4 0 CLEAN 4"0 APPROVED �y�� �� � ' II 7u �E OUT - CONCRETE1.4 PIPE, 1/8 PER FT. �O '''' I `0 ,m- N MIN. PITCH COVER O �a� %• ��� / o INVERT INVERT - ( fP�\�p��t-�¢° p'' .' �i' ' 1 { O at GARAGE EL +19.5' �9 - DEEPT D INVERT j 1 �, ECG Q° Remove Existing % , / I ^ INVERT I (��' 0y yo° OH Wires tFLOW ° ~� EL +20 BAFFLE SEP IC EL +19' EL +18.5' �i 5��1 Q���� Utility Poles :• 'i ��'' , j TANK NEW i I (1000 GA .) 1 LEACHING :' ell,Iti I W 1 POOL i (300 S.F.) 13' MIN. I El + :''� ,' je New Underground I 1COLLAR p I \ay ;• .� �' /.i Electrical Service ,e I °Jea PROPOSED SANITARY SYSTEM NEW SANITARY SYSTEM FOR GARAGE w/ BATHROOM I j + tiQ +`g ;.•�.i ' �• �c� I � 1 NEW 1000 GAL. SEPTIC TANK 1 i ,.� NEW 300 S.F. SIDEWALL AREA OF LEACHING POOL (8' 0 x 12' DEEP) I i ' MEET ALL S.C. DEPT. OF HEALTH SERVICES REGULATIONS. 1 i `' �� ,'i , DRAWING TITLE: MAINTAIN 10' SEPARATION BETWEEN WATER SERVICE t i I .10 SANITARY SYSTEM AND 5' BETWEEN UTILITIES t SANITARY. 3' (MIN.) TO HIGH 1 Remove Wires Existing `l ' �, ' SITE PLAN SEASONAL GROUNDWATER L------- -------------------- Ut itg Poles , Relocate PI / H-Frame . .:'' ii Meter : Test LEACHIN , Hold ` d POOL New �O, H-Frame/ ::::::::::. Existing Metert? �� `� SEPTIC Generator i ��;-<: ::::........... ::..:::.....:. TANK .�\� JOB: o `:: .:::.......�G;:: (1000 Gal.) � v PROPERTY OWNER: GARAGE 00 s� Vault �� :: : ;:::`? ;; G?�'`:'k`�''`::::;' :... FIASCARI LLC (DENIS O'LEARY) (2-CAR) oov:.^ :.................. i °� ,P ,' i to SITUATE: CUTCHOGUE (NASSAU POINT) T01!iN OF SOUTHOLD , Q , lO 9180 NASSAU POINT ROAD �¢-' �• ,' SUFFOLK COUNTY, NEW YORK CUTCHOGUE. NY xti --------tDR)A I O , i '' �/ NAGS LOT 92, AMENDED MAP O MA A \ �' .' 5CTM# 1000 118-L 5.1 FILED AUGUST 18, 1922 SURVEY INFORMATION: ARCHITECT: JOSHUA WICKS, P.L.S. CENTER MORICHES, NY \�\1 dd C a%`e,/' U TOP O SURVEYED:SLOPE CH IL, 2024 FREDERICK R. WEBER �� �, N PER NAVD 1988 DATUM. 4 AST MAPLE ROAD y�9O \ ��EXISTING WELL I \\�' ,''/ °�e\oea��, o�S �{ ��,� Dial GREENLAWN. NY II'140 52 NOYAC PATH SCTM 1000-118-06-5.1 WATER MILL. NY 11911. °"o \ O (ABANDON) � �FO '' Q�°� '� ti�`���.�'`¢ LOT AREA: 136,116.0 S.F. (3.1� ACRES) ' v0 JQ° \� '' ���VQ1?N llb UPLAND AREA: 12.4,313 S.F. TEL 431 '154-5555 O //�, ------ �� ��z0 (LANDWARD OF BANK) fweberarchitect9gahoo.com O �\ / ZONING: R•40 SEAL: �0 D \\ \� s8 0 �� \ ' �o ��� \ \ �,' YARDS: (PRINCIPAL SETBACKS) .. FRONT 50' , �Ix \� a '�'t'+�s ° \\ �' SIDE (ONE): 15' �i�0tiQ SIDE (BOTH): 35' O FFAb � 3s, O REAR: 50' O, ` "?FsiOs� \ �''�, Q J LOT COVERAGE (ALLOWED •>. 20% (MAX.) � c 401, GAZEBO So c�•'G�o p" EX,STING HOUSE: 1502.E SF V t9�o EXISTING ROOF OVER. 93.8 SF '4 EXISTING GARAGE: 569.8 5F EXISTING GAZEBO/DECKS: 391.3 SF TOTAL: 2551.5 SF o� LOT COVERAGE (EXISTING): 2% `.` O y� 0 �� 6 `� NORTH '�;`��o ,, °� oo SITE FLAN REMOVE GARAGE: -569.8 SF NOV 18. 2024 < ��� ��y� �� �\ �� oO �� � �� NEW GARAGE/COVER: 1610 SF REV.: OCT 4. 2024 �, ��y� tiF o I = 30 -O TOTAL: 3591.1 SF �9 0 k LOT COVERAGE (PROPOSED): 2.9% DATE: AUG 30. 2024 O O e O SCALE: I" - 30'-0" O- ` �� 100 YARDS: (ACCESSORY SETBACKS) JOB NO: w202402 (LOT SIZE: 80,000 SF AND OVER)"" DRAWING NO. SIDE t REAR: 25' s. PROPERTY HAS BANK FRONTING ON GREAT PECONIC BAY FRONT (WATERFRONT): 50' (AS "BLUFF" IS DEFINED AS HAVING A HEIGHT GREATER THAN MAXIMUM HEIGHT: 22' 0<1 20' BETWEEN TOE OF BLUFF t TOP OF BLUFF) MAXIMUM AREA (124,514 x 3%): 3131.2 SF Al OF A5 WINDOW SCHEDULE FREDERICK B A3 Area ROBERT Unit Model # R.O. png Egress WEBER 3" 28'-0" 3 3" 28'-O" 3" O® UCA3264 2'-9" x 5'-3 5/8" 20'-0" "� 3'-0" tV 3'-0" 20'-0" " 3,_0„ © UCA3254 2'-9" x �4'-1 5/8" ARCHITECT r---------------------------------------------------------i ----- _______________________________________ _____ © UAWN2424 2'-I" x I'-II 5/8" Awning t00......... . ................................... _ I ----- -------------------------------------- --- g ------------------------------------------ ---------� I — — — I I I i 1V OD UAWN�4810 4'-1" x 3'-3 5/8" Awning $" • I 21'-2" II O I I I I I I I I I I UNEXCAVATED i i I I �� Of I OFI I Model Numbers Refer to "Marvin", StormPlus. Clad, I 4 P. Conc. Slab w/ cn t I O O j a I I O Impact Zone 3, Low-E 11 w/Argon Glass. DR45 1 6 x6 10/10 WWF I I -� _� COVERED I I I I ' (Strap in Opening) Reinf. (Typ.) Z; I I L,_0" I. I I I � I I �4" P. Conc. Shelf for Porch Slab I I t t � / nl L_______________ _________________________- �_— I I I �` ® O O �/ I W � 1� ---------- I 10" P. Conc. Found. „I a -- — --.---------------- ------- I „ _ = A P OtbOve P A Wall w/ (2) 45 Bars, Top 3 I L { 4 P. Conc. Shelf. for Garage Slab 14 6 3 p O t O t #.4 Bars, 2" oc Vert. I I M" DroppedShelf for Slab) 1 --- 1 I I ----J I DOOR SCHEDULE 20"AO" Reinf. P. Conc. Footing w (3) #5 Bars I I I I Cr 1 0o 3 _4a I I1� lQ�0 III II II - Vc-�ni 4 .. I 4.s II rnR� 'O Unit Model 10 Width E He i ght 7 O o Overhead Garage Door 9-0" x 8-0" � (Custom— Glass) . „Marvin„ Double, Left Active L-0" x 8-0x ..... ..................................................... _........ _______ ___ r-----J I l'-10" I'-8" l'=�4" I'-8" l'-10" I I I "- Oi O I �,-- Clad Ultimate Inswing French Door (R.O.) co" L- Zo r I I I "Marvin" Double, Fixed 4'-0" x 8'-0" I I °' I G O Clad Ultimate Fixed French Door (R.O.) I a -----� I j � Pier to I I I Oi _ I v t o O i Support: Slab I I O I I ® "Marvin" Double, Right ActiveL'-0" x 8'-0" c+l I I o I I I O I Clad Ultimate Inswing French Door (R.O.) I I ch STO P i a- I "Marvin" Single, Left V-0" x 8'-0' T l I a I ------------------- Clad Ultimate Inswing French Door (R.0.) V i ----- 13 ------ -------- -------------------------- — --jI T/1 -= -------Tie Beam v 1 I UNEXCAVATED I Brackets i I = I I I 5" P. Conc. Slab w/ I I I I Verify Operation of All Doors F•--� ao 6"x6" 10/10 WWF `r I I O '— O 1 I = i.. . O ram. � .o I � Reinf. (Typ.) iv I I - .....................'. � ��••••••'�•�•�•�••����.............................I I Model Numbers Refer to "Marvin". StormPlus, Clad, i-n I I I oo 'n Ln 0D Impact Zone 3, Low-E II w/Argon Glass i I I Vapor Barrier and I I I 4" Compacted I I 2-CAR GIA=RAGE I ' _J Gravel Ur'der Slab I i -- — --r — — —y-- -------� -------Tie _eam -----+-------------------------- ————J I J t I I = I I 131 � I r--- I 1 1 DRAWING TITLE: I I I I R oo I I I i TLn I 10 = I I I i i i I ' iLn FOUNDATION I I OEM1 i i 15T FLOOR A o I I , ® I I.......................... .....................................................I............................................ I J^ i ...................................... .._........ a O A O. 1 I I C`+ I I I = i O 1 0 oo I I j A 3 I n, I I i Utll. I I i I t x I �r I I n I I -v c4 Sink I I cn I ° l u °0 I I I OB I I I t o U °- I I iv I I I p I c JOB: f I Work _ __j I O'LEARY II Bench = C � R� CE n Wall Bracketsped Foundatio EL -------------- --------------- --------� 4180 NASSAU POINT ROAD CUTCHOGUE. NY L----- o �IIIII IIIIII 10 ----`- -------- IIII IIIIII 2r i �0Ov 4 4 © p 1 ' 1 TOWN OF 50U THOLD � 20 SCTM# 1000-118-6-5.1 o °- a _; Water � Service .+ io E s ARCHITECT: 110 Ln � STORAGE UTILITY/STORAG 28 FREDERICK R. WEBER =T 41 EAST MAPLE ROADWate I" I - q iv �� BATH =� iv GREENLAWN" NY 11140 UNEXCAVATED HALF 4 I i ea r I I I I 'i'-8" 0 4" II'=4" 4" l'-4" L" 52 NOYAC PATH 26'-4" I I I _ C Ilai WATER MILL, NY 1191G X 4 P. Conc. Shelf for Garage Slab -- _-- I O w .� / Elec. ` Oi TEL L31 154-5555 u ELn —__——___ `F = I / Pane \ �- fweberarchitecteyahoo.com L_______________________________________________________ J " Sanit r Underground SEAL. C y © Electrical 10 P. Conc. Found. Service GARAGE: 1302 SF ;.-- Wall w/ (s, 35"Bars, Top I'-10" 2'-I" 9'-0 1/2" 2'-1" 9'-0 1/21, 2'-I" 1'-10" COVERED: 3 O 8 S F ! #�{ Bars, 32 oc Vert. ,..,... (I" Dropped Shelf for Slab) 20"xl0" Reinf. P. Conc. 3'-0" 28'-0" °� LOT COVERAGE. 1610 SF Footing w/ (3) 45 Bars (,fi 4 V ' • s'� FOUNDATION PLAN �° IST FLOOR PLAN- REV.: NOV 18, 2024 DATE: AUG 30. 2024 SCALE: 1/4" - I'-0" JOB NO: w202402 DRAWING NO. A2 OF A5 ----------------------------------------------- apersawn (Pressure Treated) RedCedar Roof Shinglese.. 5/8 5/8" Butt Ventgrid Under Roof Shingles Tapersawn (Pressure UndeDeck sggme rw "GAF Roof Treated) Red 5 Cedar rButt Deck firmor or Equal FREDERICK 5/8" P ywd. "Vent rid" Under ROBERT 12 -- Roof Sheathing ---- 2x10 R.R., 16"oc I Roof Shingles WEBER `I I Ice t Water Shield New 6" Closed I Cell Spray Foam (R38) 12 i i 5/8" Plywd. Ice i 12 Shield Water 3 I 13 2x8 12 f R Re8 I6"oc ARCHITECT onzonta 4 Hurricane Straps on Panels in able End Hurricane Straps on All Roof Rafters C> All Roof Rafters o Ix8 PVC Rake Bd. o ---- Ix6 PVC Frieze Bd. Half Ix6 PVC TtG Soffit _ i 2x6 C.J., 16" oc Copper Guttersw/ Ix6 PVC Frieze Bd. .............................................................. I...................................... . = Ix6 TlG Porch Ceding Round Leaders Half Round I I 4 1/2" Cove Moulding 5 1/2" Copper Gutters w/ I Ix6 T1IG Soffit Batts I ) Round Leaders I I Bid. Plywood Sheathing I +� to Lap Wall ELn Tr atxd Pressure 5/8" Plgwd. Sheathing " ' I LL LH peermite x6tus,Sh Seal 16„ I PORCH (� oc STORAGE Work Bench I 5" P. Conc. Slab n 1 LLLL "Shingle Flare" Fw/6"xd" 10/10 WWF GARAGE I Bluestone Pavers V/ � v 4" P. .Over Reinf. pp i ILL I 4" P. Conc. Slab Bluestone x 12")g .. i/2 � x 16 Galy. A.B., w/ 2"1/16" ; o0 a1, I I� Square Washers., 32" oc al. •;• Compacted Sand Fill u' °'t - ----- Grade II ; 10" P. Conc. Found. O "i 8;' 2" Rigid Insulation "i" " _! " II " 1 (Dow Blue, R 10) II 3 , Stone Facing -0 II 28 .0 Wall w/ (2) U5 Bars, Top ' II'-0" , 34'-0" -1 t u4 Bars, 32 oc Vert. I, , a i on Porch I __________________________________ °;I° �'° °�° ,1�, �' Above Grade � . . . -- �------ ----------- 20"xlO" Reinf. P. Conc. • Footing w/ (3) 3#5 Bars L SECTION AA SECTION B B � 1/4ff = � - -- -- -- -- -- - - -- - -- --- - - - - - - -- -- -- -- - L - II Ix8 PVC Rake Bd. w/ - ---- - -- 2" "Ram's Crown" Ix6 Frieze Bd. 12 /' 12 / V 1 / \ FNNNNNNNNI 12 ' \\ 12 12 12 4 � Q4 3 3 Q - T ---------------- -- -7-------------- ----- T----- -I C ' I --------------------- -- __------------------------- ................................ .... .... --------------------------------------- I I I I 11 DRAWING TITLE: I � ELEV,ATIONS SECTIONS lii Ic1 I�I I�I I I ;i I :i lil . Icl I:I I I .I I:1 6 _ „ 11N.1 6 " 6 _ Enclose Steel I j ® lel Oi' OOli li I Column in��SquaHe I :i , Tapered Azek •I d d i e a l . ..... Trim w/"Tuscan" Cap and Base Shingle , _ II I JOB: - --- -- -- ---- -- :I I -Flare _ I r— —— —— —— ———— —— —— —————— —— —— —————— —— —————————— —— —— — ———— —— 1 r - -- ------ - ----------------- ------:-------------------:--- ----= - - ---- ------ -------- O'LE,4RY --- ------- --———————————--——————————-—————————— ———— —— —————————— �- I -r— I L!1 ' -------- GARAGE 3" I 13 I I I I f f " " I "I f f 2 -9 3 2 -9 I 3 -0 9180 NASSAU POINT ROAD I CUTCHOGUE° NY f LLIL r'Zr' r ;z11 r I J, r r _ TOWN OF SOUTHOLD 45'-O" SCTM# 1000-118-4-5.1 __1 L__ 1 __ J `-- L � J J L__� L SOUTHWEST ELEVATION- SOUTHEAST ELEVATION ARCHITECT: 1/14 ff = 1 f-O I, 1/14 It - 1 f-0 f1 FREDERICK R. WEBER - - -- -- -- -- -- -- -- -- -- -- -- -- -- - - -- - - -- ------ ---- ---- - GREENLAMUINPNY LE U�O li Ix8 Rake Bd. w/ 52 NOYAC PATH "Ram's Crown" WATER MILL, NY 119"1 lx6 Frieze Bd. _ TEL 431 154-5555 12 12 fweberarchitect9gahoo.com / q � � r /I��I S SEAL: ��... 12 Half Round - Copper Gutter y,, r• ......................... I............. I 1 I f�l I•I Bracket w/ Profile hown f I:I I 3 -0 I:I I " REV.: NOV 18, 2024e da id w II I:I I IIIIII O O I:I i I IT�" ..... 1 : I i I DATE: AUG 30" 2024 Id II I I.I I I:i SCALE: Shingle I 1 � I !l Flare IE6ffil-1-11"I� I I I I I I � I I 1 11 11 U j III 111 1III JOB NO: w202402 ---------------- ---------------------- -------------- ---- --------------- ---- --------------------------- :-------------------------- - ------ --- DRAWING NO. I I i i i I I Stone Veneer on Porch i 13,-0" I 28'�0" I i II'-0" I I 4'-0" 8'-0" 9'-0" 4'-0" I Found. Above Grade I 1U I ' I I r-_J r� �--J L--1 r -J r--J 45'-0" L_ 1 ill-ON r - 1A 3 NORTHEAST ELEVATION NORTHWEST ELEVATION OF A5