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HomeMy WebLinkAbout30270-Z FORM 110. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30367 Date: 08/16/04 THIS CERTIFIES that the building ADDITION Location of Property: 1740 VILLAGE LA ORIENT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 24 Block 2 Lot 18 Subdivision Filed Map No_ Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 28, 2004 pursuant to which Building Permit No_ 30270-Z dated APRIL 29, 2004 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is DORMER. ADDITION TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR & AS PER ZBA #55468_ The certificate is issued to RICHARD A & DOROTHY POGGI (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N/A PLUMBERS CERTIFICATION DATED N/A Z4-n� � el-IL4 - ?o/e1, izPignXure Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO_ 30270 Z Date APRIL 29 , 2004 Permission is hereby granted to: RICHARD A POGGI APT 2D BELLEROSE,NY 11426 for CONSTRUCTION OF A DORMER ADDITION AS APPLIED FOR PER ZBA at premises located at 1740 VILLAGE LA ORIENT County Tax Map No. 473889 Section 024 Block 0002 Lot No. 018 pursuant to application dated APRIL 28 , 2004 and approved by the Building Inspector to expire on OCTOBER 29, 2005 _ Fee $ _ 150 . 00 J Auttz re ORIGINAL Reis. 5/8/02 Form No.6 - TOWN OF SOUTHOLD 20 BUILDING DEPARTMENT '? 6 TOWN HALL L - 765-1802 -_-- APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation fi-om Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For eidsting4m91diags{prior to-April-9,-4-9-57)-neR-eenfarming-usesrer-buildings-and`-`pre-exisfiW--land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. 1 C. Fees ! 1_ Certificate of Occupancy-New dwelling$25.00, Additions to dwelling$25A� Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date_ 4_�Uh. �o i UDO+ New Construction: Old or Pre-existing Building: (check one) Location of Property: 1✓741-D L,7AJ_E House No. Street Harslet Owner or Owners of Property: �Z66( Suffolk County Tax Map No 1000, Section Block Lot (� Subdivision Filed Map. Lot: Permit No. 370 Glc- 2-Date of Permit. Applicant: 64EL4E,V 12R1V6_ Health Dept.Approval: Underwriters Approval: QUA Planning Board Approval: /l//-9 / Request for: Temporary Certificate Final Certificate., ✓ ! (check one) Fee Submitted: $ 2,S�� ice, l773 �II 2- / Applicant Signature StIFFQL,� APPEALS BOARD MEMBERS p� c0 � Southold Town Hall Ruf^D. Oliva, Chairwoman ` 53(]95 Main Road Gerard P. Goehrineer o P.C. Box 1179 Lydia A. Tortora Southold, NY 11971-6959 Vincent Orlando � Tel. (631) 765-1809 James Dinizio, Jr. � 'A� Fay (631) 765-9064 hap:;yscuthoidtoFcn.narthfurk.net BOARD OF APPEALS TOWN OF SOUTHOLL FINDINGS, DEL IBERATICNS AND DETERNI NATION MEETING OF FEBRUARY 12, 20104 App;. No. 5468 - RICHARD and DOROTHY POGGI Property Location: 1740 Village Lane, Orient; Parcels 24-2-18. SEORA _DETERMINATION. The Zoning Board of Appeals has visited the property under conslderation in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS'DESCRIPTION: The applicants' property consists of 4,485 sq. ft, in area with 43 it. along Village Lane, in Orient. The property is improved with a single-family, two-story frame house and accessory building, as shown on the March 29, 1999 survey prepared by Anthony Lewandowski, L.S. BASIS OF APPLICATION: Building Department's December 10, 2003 Notice of Disapproval, amended January 12, 2004, citing Sections 190-244A and 104-244 in its denial of a building permit application concerning a canflievered bay window addition at the second floor of the existing dwelling which will have a total side yard area of less than: 25 feet. Also noted in the Building Department's Notice of Disapproval is increase by an additional 28.5 square feet_ lNDINGS OF FACT The Zoning Board of Appeals held a public hearing on ails application on January 22, 2004, at which time 1;17ii Page 2— February 12, 2094 Appl. No. 5468— R. and D. Poggi CTM 24-2-18 the house, to allow for a bay window and built-in floor area, with direct sunlight into the dark master suite area. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance for this 28.5 sq. ft. upper level dormer. Structural improvements to this home would not be possible without a variance process, due to existing o-inch and 19.5 ft. nonconforming setbacks of the house. 3. The area variances are minimal, representing a 3 ft. reduction in the code's required 25 ft. total side yards and the single side yard. The existing single side setback is shown at 6 inches, measured from the Northerly wall of the house, which does not change. The lot coverage will increase by 28.5 sq. ft. for this 3 ft. extension at the second floor. 4. The difficulty is related to the existing 6-inch and 19.3 ft. setbacks of the house, which are nonconforming under the current code requirements. 5. No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighbonccod. 6. Grant of the relief is the minimum action necessary and adequate to enable the applicant to enioy the benefit of a small dormer extension, whole preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York. Town Law 267-6, motion was offered by Member Orlando, seconded by Chairwoman Oliva, and duly carried, to GRANT the variance as applied for, as shown on the diagrarts and copy of the March 29, 1999 survey modified by Architect Frank W. Uellendahl 12110193. i his action does not authorize or condone any current or future use, setback or other feature of the sub;ect property that may violate the Zoning Code, other than such uses, setbacks and other features as-are expressly addressed in this action. Vote of the Board: Ayes: Members Oliva (Chairwoman), Orlando, and Dinizio. (Member Tortcra abstained.) (Member Goehringer was aant.) This Resolution was duly adopted (3-0}. r I. ) LZOA_, l _ Ruth D. Oliva, Chairwoman 3/4%04 Approved for Filing AN -8 POGGI RESIDENCE ORIENT, NY VLLK,L LANE 2i'-4° 22'-9 1/2„2,,1,/2 , /' F c 2o' TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DIST. SUB. LOT I chp rd, N ADo foAq K.Pom" 'I zg,�, a ORME ACR."� ,FORME OWN, � S "t LA)O('f,,7 Rcle-C4.w r-- S W, TYPE OF BUILDING Lo RES. �io SEAS. VL. FARM COMM. CB-, misc. Mkt. Value LAND IMP. TOTAL DATE REMARKS 7)1"5 wi)) qn Ondus � 300 P Z(600 ;b/z7J9>om 703- 200 rz(o©n 6900 -141?,4/8 L 12-6 9042 q 0/'-2QQ 101")Q 41 Al IL- AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable I Tillable 2 Tillable 3 Woodland Swampland FRONTAGE ON WATER Brushlond FRONTAGE ON ROAD 3 1/ 4. House Plot DEPTH BULKHEAD Total DOCK :14, mom 0 . NOON■ ■ ■■■ ■ ■■ ■ ■N■ N■■■■ ■■■■■■■■■■■■■■■■■■■ ■■■■■� .■■■■■■■■■■1■■■■■■■■ Jim■■■ ■ ��.� �■■■■■ NONE■■■■ �rr�rw ■ii■■■NO N■E!�l' i■■■■�■■EE■N NN NEE ■� ■■�;:�■■N■■■ENNE■=■■■ ■om�IME \RJOIINE■■■ ■■E■■N■ so NINON■■1■I NONNN�� INES �MENEON ME 0 MENNEN Basement N■� 13NOM 11 Soon IN NEON OMEN ME MENEM Ext. Walls Interior Finish •.. Rooms I st Floor IrAw __ • .. t ■■■■■■■■■■■■■_ ■■■■■■■■■ ■■■ 4-1 ■■■■■■■It■■■■I■■■■■■■■■Eii■■■ ■■■■■■■i�■■■■i■■■■■■■■■eoM�■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■ • / � it 4 ®� -� _ • FORM NO. 3 NOTICE OF DISAPPROVAL DATE: December 10, 2003 AMENDED- January 12, 2004 TO: Richard & Dorothy Po,-,Ci 1740 Village Lane Orient, NY 11957 Please take notice that your application dated December 10, 2003 For permit to construct additions and alterations to an existing single family dwelling at Location of property: 1740 Village Lane, Orient,NY County Tax Map No. 1000 - Section 24 Block 2 Lot 18 Is returned herewith and disapproved on the following grounds: The proposed constniction, located on this non-conforming 5,227 square foot parcel, in the residential R-40 District, is not permitted pursuant to Article XXIV, Section 100-244A, which states, "Nothing in this article shall be deemed to prevent the remodeling, reconstruction, or enlargement of a non-conforming building containing a conforming use, provided that such action does not create anv new non-conformance or increase in the degree of non-conformance with regard to the regulations pertaining to such buildings._ The existing single family d)velling notes a single side yard setback of+,'- 6 inches and a total side yard setback of+i-23 feet. Following the proposed construction, the dwelling will have a single side yard setback of+/- 6 inches and a total side yard setback of+/- 20 feet and a total lot coverage of 21 zrpercent- Therefore. cent. Therefore, the proposed addition is not permitted pursuant to Article XXV1 which states that parcels, measuring less than 20,000 square feet in total size, require a minimum single side yard setback of 10 feet. a total side yard setback of 25 feet and a maximum lot coverage of 20 percent. This Not' of Disa oval was amended on January 12, 2004, to correct errors. An /n'zed'Si Ue Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Z.B.A. .01 SU N& October 18 260311:48 AIS' e-�',71 a4zea4os MRR-3!-1999 09ri7 - PAYNE, IJDOD. L177LEJOFW 315 U. e5;30; ._. P-02iO3 v!G L EGGS �pv� /Yfi0Jsl1 ®� 3T��E� f•f y' �'�F���.YM N I 01441,r7wNndmforeen . ■. �; � � IPa� 1�FI VI�e�lld ry�1�Vyy y�( y a `�C E,�n�!�NSYsiSuA arsisit swum,NJ " 7 "5 �._aft- e�rar rinssevn tt e ryw� arweee.w.m� fu A��eMNtluuW'MYY�we' I q, W 4 ✓M rel 068; lhFr�- �s��f/IEt�C¢:r/ � YXf30LQW ►+•ax� . grFae-�iCJid+PfPQ r7,� /�y��15�301T.VY��6J Qyp pP,i to 1y>a,.,lr�,7f_Cfwrxarr�_,u,Y, R v �A.O,y WNA�A�TL�m;6•�4GttA��A'„Q.FAa..u�.�oArts�A�g��PDr1yc.��.frsc�• � rdc s rra 1 c ar moe,sa• Z;X /Q a7ixou! 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FO ATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION 1 REMARKS: l� m DATE d INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: � � DATE � � INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSUL [ ] FRAMING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: / DATE INSPECTOR FIELD INSPECTION REPORT DATE COlVnIENTS m 7> FOUNDATION(1ST) — -- y U a -------------------------------------- FOUNDATION(2ND) -- .y e — c s ROUGH FRAMING& — — 7 PLUNfBING — ------ A rn INSULATION PER N.Y. 3 STATE ENERGY CODE — FINAL ADDTITON_AL COMMENTS C\ 0 -- — t z — J � m m � c ?7 -3 O — b ^3 e COWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST 3UILDING DEPARTMENT Do you have or need the following,before applying? rOWN HULL Board of Health iOUTHOLD, NY 11971 3 sets of Building Plans CEL: (631) 765-1802 Planning Board approval ?AX: (631) 765-9502 survey. w ,vw. northfork.net/Southold/ PERMIT NO. Ou 7C` Check Septic Form N.Y.S.D.E.C. V2 Trustees xammed 1 2 , 20 `' Contact: kpproved y Zq ,20_L Mail to: 7i ALrAf disapproved a/c Phone: j6,31.4-77- 20 31.4— !•20 But ding rnspector APPLICATION FOR BUILDING PERMIT Date L4/��� 120C4- INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e_No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 13 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months.Thereafter, a new permit shall be required. 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, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housng colt regulations, and to admit authorized inspectors on premises and in building for necessary inspections. i i�� (Si [ure of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises 71fC--T-- PTG a I (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No._4'/i6 S /-,�c35%- A/ Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Sectiones Block OZ Lot Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancyl� ,�/ 1� b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition ✓ Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee �"��� (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6_ If business, commercial or mixed occupancy, specify nature and extent of each type of use_ 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories S. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9_ Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO Li. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D_E.C. PERMITS MAY BE REQUIRED_ 16. Provide survey, to scale, with accurate foundation plan and distances to property lines_ 17. If elevation at any point on property,is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the '-2) _ (Contractor, Agent, Corporate Officer, etc.) of said owner or owners,land is duly,acthorized to perform or ha\e performed the said work and to make and file this application: that all statements contained n this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworrtto before me this day of 20rp, % Wall NotaryPublic Signature of Applicant LYNDA M. BOHN NOTARY PUBLIC,State of New York No.01806020932 Qualified in Suffolk County Term Expires March S, 2JOw Frank W. Uellendahl Architect PO Box 316, Greenport, NY 11944, tel 631-477-8624, fox 631-477-2997 a-moil: fuellend@optonline.net June 10, 2004 n Client: I 20 Dorothy and Richard Poggi -' 1740 Village lone Orient, NY 11957 _ ' BUILDING PERMIT# 30270 Dormer Addition To the Poggi Residence in Orient FRAMING CERTIFICATION The framing of the dormer extension was revised as per attached architectural detail: The 2X8 braces in both side walls were eliminated and replaced with glued and nailed 1h" plywood sheathing on the outside as well as on the inside of the side walls.This method results in a more rigid wall construction which acts as a shearwall and transfers loads more evenly into the existing exterior wall. Attached are also photos showing the ridge tension straps on each rafter pair as per architectural detail. I hereby state that the information provided above is true to the best of my knowledge. ,� RED A0 ivy.UE1.7E2�i�.* * 1 FrankUellendahl Copy: Building Department owner BAY WINDOW EXISTING DORMER �i� PROPOSED EXTENSION ADDITION TO THE REMOVE EXT'C ROCS BEAM RIDGE TENSION STRAP - EACH RAFTER AND REPLACE w/ 1-3/4"X9-7/8° MICROLLAM AS CANTELEVER 2 - 8d COMMON NAILS IN EACH END 3'-0' - I _0^ ` OF 1-1/4" WIDE 20 CAGE STRAP e V 2X8 RAPIER TO MATCH EXT'G VENTED ROOF OVERHANG `- r w " J t,+ AND SOFFIT DETAILS 2X4 COLLAR BEAMS TO MATCH EXT'G POGGI ,t, A Zku gi 1 '.TAl L„•� 2 va s !``ra '^: mom` r ta0. C.7•'a.'. #„ a t, ti, TO MATCH EXT'G M-' _ , ,,• ,r TRUSS ,/ �I NOTCH BEAM FOR TRUSS ASSEMBLY \\ RESIDENCE USE 1/2 CARRAGE DOLTS ? -- _. --� — SIMPSON TAKE-UP WASHER ORIENT, NY AT TOP AND BOTTOM \\� �. w/ 1 2” FLOOR TO FLOOR // ALLL- HkEAD ROD \\ �� ROOF OVERHANG AND \ - 2X6 PLATE O r � S FFIT DETAILS � 'I 1/2" GYPSUM BOARD (2) 2X8 HEADER //� (2) 2X8 HEADER `�,� -,':; TO MATCH EXT'G o ARCHITECT Es FRANK UELLENOAHL - P.O.BOX 316 _ s GREENPORT. NY 11944 FEL 631-477 8624 r FAH: 631-477 2997 (2) 2X6 HEADER (2) 2X6 HEADER OWNER p DEE COADY-POCGI " 3 1740 VILLAGE LANE F 1 - W' ORIENT, NY 11957 ILL: 917-612 5000 1/2 T✓7 ,� r �I TENSION ROD LLLJ ,jzfev o MBR STAIR WALL 2X8 STUD w/ R-19 INSULATION BEYOND 2XB BRACE NOTCHED INTO 2X6 STUDS AND CONNECTED TO EXT'G RIM BU _ / -- — JOISTS ® 16" O.0 W/ . — a I W/ R-3838 IN INSULATION - — ROOF - ARCH'L GRADE ROOF SHINGLE TO MATCH EXT'G ON 15 LBS FELT FOLLOW MANUFACTORER'S GUIDELINES FOR INSTALLATION: DATE 04/26/2004 IN 120MPH REGION: 6 NAILS PER SHINGLE REOLI O DECORATIVE BRACES Q� 9 15 LB FELT ALL DECORATIVE DETAILS SCALP 1/2" = I'-O" PLYWOOD SHEATHING TO MATCH EXI'G ' d�! 2X8 ROOF RAFTERS 16" O.C. TO MATCH EXT'G T a a FRAMING DETAILS R-38 INSULATION ��� ELEVATION VENTS TO MATCH EXT'G WALL 1/2" GYPSUM BOARD, PAINTED9 67+$ CROSS SECTION 2XG STUDS 0 IE O.C. SHEATHING TO MATCH EXT'G DWG, NAME FLOOR SIDING FELT - HOUSE WRAP �/ /y](� �, 374" SUBFLOOR TO MATCH EXT'G CEDAR SIDING TO MATCH EXYG III /� Y���1 I III g A - S j 2kX12 F.J. 0 16" O.C. R-19 INSULATION R-38 INSULAIION 1/2" GYPSUM BOARD. PANTED OPFKJE� JAPR VEDAS NOTED CONIpLY WITH ALL CODES OF 2 ` B.P.# ` 2UNEW YORK STATE &TOWN CODES DATEAS REQUIRED AND CONDITIONS OF FEE: ��Z. BY: NOTIFY BUILDING DEPARTMENT AT SOlaTHOIDTOWNZBA 765-1802 8 AM TO 4 PM FOR THE SOUTHOLD TOWN PLANNING BOARD FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED SOUTHOLOtOWNTBUSTEES FOR POURED CONCRETE N.Y.S.DEC 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. CERTIFICATION OF ALL CONSTRUCTION SHALL MEET THE NAILING & CONNECTIONS REQUIREMENTS OF THE CODES OF NEW REQUIRED. YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. n FLOOD ZONE- � f K ALL CONSTRUCTION SHALL COMPLY WITH CHAPTER"46" MEET THE REQUIREMENTS OF THE FLOOD DAMAGE PREVENTION CODES OF NEW YORK STATE. SOUTHOLD TOWN CODE. OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY F » ,Goo I b � � 3 10/13/2003 , 03/11 %2004 I�IJ 03/13%2004 GENERAL NOTES DESIGN CRITERIA: BAY WINDOW ADDITION I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN GROUND SNOW LOAD - 45 PS � TO THE E ACCORDANCE WITH THE NEW YORK STATE UNIFORM LIVING AREAS - 40 PSF. BUILDING CODE, AND THE NEW YORK STATE ENERGY SLEEPING AREA - 30 ESE. ) CONSERVATION CODE, AND LOCAL AUTHORITIES. / e WIND SPEED - 120 MPH 2. ALL LUMBER SHALL BE GRA�E STAMPED DOUGLAS FIR- SEISMIC DESIGN CATEGORY - B l LARCH STRUCTURAL GRADE 2 OR BETTER. WEATHERING - SEVERE FROST LINE DEPTH - 36" ✓ POGGI d 3. ALL DIMENSIONS ANDD App CONDITIONS"TO BE ' TERMITE - MODERATE TD VY VERIFIED BY CONTRACTOR S) PRIOR TO START OF DECAY - SLIGHT CONSTRUCTION AND ORDERN OF MATERIALS. ICE SHIELD UNDERLAYMENT REQUIRED - YES - RESIDENCE 4. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE LL SUPPORTED BY DOUBLE UPRIGHTS 9.0 FT AND OVER DESIGN IN ACCORDANCE WITH AMERICAN FOREST J - BY TRIPLE UPRIGHTS. ALL WDERS TO BE PRODUCTS WOOD FRAME CONSTRUCTION MANUAL ✓ ORIENT NY MINIMUM OF 2-20 OR AS SHOWN ON DRAWING. FOR 1&2- FAMILY HOUSE 5. PROVIDE FLASHING AT ALL ROOF BREAKS, ENGINEERED DESIGN METHOD. — w CHIMNEYS SKYLIGHTS, EXTERIOR DOORS, WINDOWS AND DERS ETC.. WINDBORNE 6. Do NOT SCALE DRAWINGS. DEBRIS PROTECTION SCHEDULE 0 ARCHITECT 7. DESIGN CONSULTANTS OR RECORD ARCHITECT- FRANK UFLLENDAHL ENGINEER ARE NOT RESPONSIBLE FOR THE EXISTING P.O.BOX 316 INSPECTION SUPERVISION OR ADMINISTRATION OF PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS CAEENPOAi, NY 11944 THIS CONSTRUCTION PROJECT. FEDERAL STATE OF MIN 7/16 INCH WITH 2-1/2 #6 WD SCREWS, e TEL: 631-477 8624 AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SPACING: 12 INCHES, ARE TO BE PROVIDED 10 CCVER FAX: 631-477 2997 SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE GLAZED OPENINGS OF THE PROPOSED EXTENSION OWNER 8. THIS DRAWING IS AN INSTRUMENT PREPARED TO / \ DEF COADYWNER FACILITATE CONSTRUCTION AND SHALL NOT BE 3 CONSTRUED AS A CONTRACT BETWEEN BUILDER AND 1740 VILLAGE LANE OWNER. ORIENT, NY 1957 WINDOW SCHEDULE - TEL: 917-64215000 9. ENGINEER TO BE NOTIFIED IN WRITING OF ALL CHANGES PRIOR TO AND DURING CONSTRUCTION. 0. ELECTRICAL AND MECHANICAL COMPONENTS TO BE WINDOWS ARE MARVIN PRODUCTS TO MATCH THE EXISTING W U ( F \ DESIGNED AND SPECIFIED BY OTHERS. WINDOWS OF THE HOUSE. WINDOWS ARE INSULATED AND WEATHERSTRIPPED. - — 's' 11. CONTRACTOR SHALL OBTAIN ALL PERMITS AND SCREENS, GRILLES AND HARDWARE ARE PROVIDED TO MATCH INSURANCE NECESSARY TO PROTECT THE ENGINEER EXISTING. 0 AND OWNER. rJ Mark Size Description Quantity g . 2 W-1 WUDHI618 DOUBLE-HUNG WINDOW 3 N — W-2 WUDHI614 DOUBLE-HUNG WINDOW 2 W-3 WRT29-6718 ELLIPTICAL TOP TRANSOM I PROPOSED w `c a 8 g m DRAWING SCHEDULE PROPOSED BAY WINDOW ADDITION o A-0 TITLE SHEET - DESIGN CRITERIA - GENERAL NOTES A-1 SITE PLAN a A-2 EXISTING 2ND FLOOR PLAN - DEMOLITION PLAN w DATE G4/26/2004 A-3 EXISTING NORTH ELEVATION SCALE: NTS A-4 PROPOSED ELEVATION, PARTIAL 2ND FL. PLAN BUILDING PERMIT APPLICATION x� A-5 FRAMING DETAILS, SECTION, ELEVATION o TITLE BLOCK A-6 NAILING SCHEDULE - FRAMING NOTES APRIL 26, 2004 0 GENERAL NOTES a DWG. NAME FRANK W. UELLENDAHL, ARCHITECT PO BOX 316 GREENPORT, NEW YORK 11944 og A - 0 ® TWO. NO MA BAY WINDOW PROPOSED CONSTRUCTION o ADDITION TO THE SITE PIAN DASED ON SURVEY RY ANTHONY W. LEWANDOWSKI, LAND SURVEYOR VILLAGE LANE DATED: 03/29/1999 45' P00101 RESfDENCE ORIENT, NY j--20 — ARCHITECT .I FRANK UELLENUAHL fII P.0.E0X 316 GREENPOR_ T, NY 11944 IEL: 631-477 6624 FAR: 631-477 2997 f � o ` . OWNER o _ DEE COAOY-POGGI rn 1 Y 1740 VILLAGE LANE ORIENT. NY 11957 rn 1 - , • • - - • LL • - , w TEL: 9 7-642 5000 CDCL 0ED q E ` m - ---- - . . .1 o Q N 50.54' SCALE: 1" = 16' �s SITEPLAN o SATE = 2004 W GALE: 116"16" = 1'-0" 3 SCTM# = 1000-24-02-18 0 SITE PLAN TOWN OF SOUTHOLD owc. NAVE SUFFOLK COUNTY, NEW YORK o A _ 9 DWG. NO Exr'c WALL BAY WINDOW �S ADDITION — = DEMOLITION TO THE 0I-101 oZ/I !-SII e�/`c Z-IS 11-,i7 a 'cls POGGI RESIDENCE Ir _ ORIENT NY J ARCHITECT FRANK UELIENOAHL P.0.8ox 316 CREENPORI, NY 11944 1 m ! Q TEL: 631-477 8624 FAX: 631-477 2997 �L,,,�. ,,. � � � OWNER DEE COADY-P000I [� 3 1740 VILLAGE LANE I ? ` ORIENT, NY 11957 - gg g TEL: sn- oa s4z s 0 ED ._., _.. .wIS-1 ctg'16 ?'QP-Hu ;?5'1 ot�pk� c kgs } W U F N4 V B3 i y i 11 Q O irl }aim #;~tom 1 i `Yrs �w o __-.. __._ .. .. .I. _.. .- _. _. . ... DATE: 04/26/z004 I �V SCALE. NITS PREP• �17D1 rlDl�l ,-r 3 Q EXISTING E 54TLI-4C) MI/T& IADPEiZ 2ND FLOOR PLAN DEMOLTION PLAN M. NAME A _ 2 OwG. NO BAY WINDOW 0 ADDITION TO THE POGGI RESIDENCE ORIENT, NY I ml 9 DDDR # - - - - - - - - - - - - - - _ ® - -- ® I - - - - _— _- - - -- o ARCHITECT -- — H— �- FRANK DELLENDAHL P.O.808 316 GAEENPOR T, NY 11944 TEL 631-477 6624 FAB: 631-477 2997 \ — _ - - - --— - - - - - - - - m BAY WINDOW a ADDITION TO THF Poaal RESIDENCE ORIENT, NY 7 - LE1, FRANK ARCHITECT _ UELLENDAHL STAIR *ALL—d � GREENPORT, NYO11944 TEL: 631-477 6624 FAN: 631-477 2997 - - - - - - - - - - - — OWNER DEE COADY-POGGI \. - — - - - -- - - - - - - - - x 1740VIIlAGEIANE _ ORIENT. NY 11957 - TEL: 917-642 5060 1p o II s w - - — — — — — — — — — PROPOSED CROSS SECTION 4-2 6' D° PROPOSED NORTH ELEVATION m �- - EXT'G WALL o STAR F=1 NEW WALL DOWN =_ - _= DEMOLITION o •' zw DATE: 04/26/2004'.: '7 SCALE: 1/4" = I'-0" -1_0" ROOF OVERHANG CU TOM WINDOW 5 i - - - - - - / - - - - - - - - -� x PROPOSED CUT BACK GUTTER BY 6" o NORTH ELEVATION " wuoH 1sw i iCROSS SECTION e (3) WUDH IslePARTIAL FLOOR PLAN a DWG. NAME i, EQUAL 2""- 2 EQUAL A - 4 ,•9'-6" p-' ®� DWG. NO } 'lFRVFY CI"dEN°„ IN TRC FIELD BAY WINDOW EXISTING DORMER PROPOSED EXTENSIONADDITION 0 TO THE REMOVE EXI'G RIDGE BEAM RIDGE TENSION STRAP - EACH RAFTER L-OB '-0^ AND REPLACE w/ 1-3/4"X9-7/8" MICROILAM AS CANIELEVER OF 1--11/4 MWIDE 20MON 1LS GAGE SS IN RAAPll END VENTED ROOF OVERHANG 2X6 RAFTER TO MATCH EXTG T - k p g rx• A AND SOFFIT DEfWIS 2X4 COLIAR BEAMS TO MATCH EXTG _ — -• I xx°3��-fir rr uY t."P^ r '�i •� � � kms. �h { e� ra °'� �,x ,� � �.:., , A s .. TO MATCH EXTG j TRUSS .. -.CY1 , .i-:;'� cs„ .YR ✓ ax;. s.. . _ . ,...`,I .. -o k; t. wr 1'.i t .. \,- NOTCH BEAM f \\ E POGGI FUSE 1/2"OR TRU5S ASSEMBLY - \ RESIDENCE CA.RRAGE BOLTS X . ORIENT, NY \- _-- _-- SIMPSON TAKE-UP WASHER - �\ AT TOP AND BOTTOM i,,... . ` w/ I/2' FLOOR TO FLOOR ALL-THREAD ROD OVERHANG ROOF 0 C AND o 1/2" GYPSUM BU - 2X6 PLATE SOFFIT DETAILS 5 (2) 2X8 HEADER / (2) 2X8 HEADER l gip° TO MATCH EXTG m ARCHITECT FRANKUELLENDAHL P.O.BOX316 GREENPORT. NY 11944 - -- \\ FPL: 631-471 6924 \ / / - � — � _ ` \`• \\ a FAN: 6J1-477 2997 \` _ I (2) 2X6 HEADER (2) 2X6 HEADER / w OWNER DEE COADYVILLAGE PLAN[ 1740 VILUGE LANC ORIENT, NY 11957 \ --- ]EL: 917-642 5000 l - TENSION ROD ES L QF ` <_7 MBR STAIR WALL i /- - - 2 BEYOND 2X6 STUD w/ R-19 INSULATION- — 2X8 BRACE 1/2" PLY Tr NOTCHED INTO 2X6 SILIDS AND 1/2" GYP. CONNECTED TO EXTG RIM BD —2X12 FLOOR JOISTS ® 16" O.C. �I W/ R-38 INSULATION 05 9 ROOF \ 7 = = a \ V O II AkCH'L GRADE ROOF SHINGLE TO MATCH EXTG ON IS LBS FELT I FOLLOW MANUFACTORER'S GUIDELINES FOR INSTA LATON: & IN 120MPH REGION: 6 NAILS PER SHINGLE REQU D DECORATIVE BRACES DATE: 04 26 2004 15 LB FELT ALL DECORATIVE DETAILS d SCALE /2" = 1'-0" PLYWOOD SHEATHING TO MATCH EXTG TO MATCH EXTG 2X6 ROOF RAKERS 16" D.C. 3 FRAMING DETAILS R-Jfi INSULATION SIDE WALLS (SHFARWALL) � I � I I i I I I i s o VENTS TO MATCH EXT'G ELEVATION /2" GYPSUM BOARD, PAINTED 2X6 STUDS ® 16" D.C. g g CROSS SECTION 1/2" CDX PLYWOOD SHEATHING SIDING FELT - HOUSE WRAP a DWG. NAME FLOOR CEDAR SIDING TO MATCH EXTG J//4" SUBFLOOR,TO MATCH CXT'G R-19 INS'JLAIKIN I III I I I I I I I I III A - 5 2k12 F.J. ® 16 O.C. 1/2" CDX PLYWOOD ©� Wp G NO R-38 INSULATION 1/2" GYPSUM BOARD, PAINTED FRAMING NOTES NAILING SCHEDULE TABLE 3.1 - WFCM BAY WINDOW Joint Description Nail Sites Nail Spacing o ADDITION 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED ROOF FRAMING TO THE DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR X Rafter to Top Plate (Toe-qailed) - all Height: 10 ft, Spacing 16" O.C. (Table 3.3A) 4 - Bd per rafter BETTER. Ceiling Joist to Top late (Toe-nailed n/ er joist Ceiling Joist to Parallel Rarler (Fa e-nailed) n a each lap 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" Ceiling Juist Laps av r Partitions Face-nailed) n� each lap MIN. THICKNESS OR AS NOTED. Collar Tie to Railer Face-nai ed) n a per fie Blocking to Rafter ( ce-nailed) 2 - 8d ach end Rim Board to Rafter (End-nailed) 2 - l6d each end 3. ALL URE 1,O3/N" TO BE APA RATED ALL EDGI-FLOOR, — OGGI EXPOSURE 1, E S MIN, THICKNESS. ALL EDGES A WALL. FRAMING PLYWOOD TO 8E SET ON SOLID BLOCKING. GLUE AND � NAL PLYWOOD SUBFLOOR TO FLOOR JOISTS. Top Plate to Top Plate (Fac -nailed) 2 - 16d per fool RESIDENCE Top Plates at nlersections Face-nailed) 4 - I6d joints-,path side 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED To to Stud Face-nailed) 2 - l6d 24 ox, � WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH Header to Header (Face-nailed) I6d 16 o.c. along edges ORIENT, NY TRIPLE UPRIGHTS. ALL HEADERS SHALL A Top or Bottom Plate to Stud (End-nailed) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING.G. 2 - l6d per 2x4 stud2 - 16d per 2x6 stud 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS 2 - 16d per 2x8 stud J AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED Bottom Plate to Floor bist,Bcndioist,Endjoist or Blocking (Face-nailed) 2 - l6d per foot E3 @ 8'-0" O.C. MIN PROVIDE 2" SPACE FOR AIR m ARCHITECT CIRCULATION IN ROOFS. FLOOR FRAMING o FRANK UELLENDAHL 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, Joist to Sill Top Plate or irder (Toe-nailed) 4 - 8d per joist P.O.BOX 316 stairs etc. OR AS NOTED ON DRAWINGS. Brid q to Joist Toe-nailed q 2 - 8d each end GATEL: 631 NY 11944 Blacking to Joist Toe-nailed 2 - 8d each end s TEL: 6J1-477 9624 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL Blocking to Sill or Tap Plate ( Toe-nailed) 3 - l6d each block FAM: 631-477 2957 PARTITIONS OR AS NOTED ON DRAWINGS. Ledger Strip to Beam (Face-nailed) 3 - 16d each joist Joist on Ledger to Beam (Toe-nailed) 3 - Bd per joist Band Joist to Joist (End-nailed) 3 - I6d per oast OWNER 8, ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED Band Joist to Sill or Top Plate (Tae-nailed) DEE COADY-POCGI loot 2 - l6tl per WITH RATED GALVANIZED METAL CONNECTORS BY 3 "TECO" OR APPROVED EQUAL. ROOF SHEATHIN1740 VILLAGE LANEG ORIENT, NY 11957 �k742,5000 Structural Panels 8d 4" a c.,perimeter zone 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. other 6 p.c. edges of BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS panel, 12' o.c. interior C (( \ SHALL RECEIVE 5-101) NAILS AT SILL AND PLATE. Diagonal"Board SheaOing „ of panel r ALL EXTERIOR NAILS SHALL BE GALVANIZED. 1 x 6' or I x B 2 - 8d per support , 1° x 10° or wider 3 - 8d per support 9 10. PLYWOOD SHEATEXTERIOR INC TO BE NAILED WITH 8 d @ 4° CEILING SHLATH 110 d A o.c. EXTERIOR EDGES AND 6 d @ 12" a.c. INTERMEDIATE. Gypsum Wallboard 5d 7" edge / 10" field 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING WALL SHEATHING ® 0 i AND WATERPROOFING SHALL BE BY ARCHITECT. Structural Panels Bd 6" edge / 12" field 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE Fiberboard Panels AND STUD WITH GALVANIZED HURRICANE TYPE 7 / 16 6d 3" edge / 6" field CONNECTORS BY TECO" OR APPROVED EQUAL. FOR 25 / 32" 8d 3" edge / 6" field TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE a CLIPS AT ALL PERIMETER JOIST TO GIRDER CONNECTIONS. Gypsum Wallboard 5d 7" edge / 10" field Hardboard Bd 6" edge / 12'" field 3 m 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA Particleboard Panels 8d 6" edge / 12 field Diagonal Board Sheathing PACIFIC CPI SERIES WOOD-I-BEAMS AND LVL 1 x 6" or 1" x 8' � PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND 1 x 10" or wider 3 - 8d per support HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED o AS PER MANUFACTURERS RECOMMENDATIONS. WEB FLOUR SHEATHING STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND Structural Panels 6 0 BEARING POINTS AT A MINIMUM. A SINGLE I 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR I" or less 8d 6" edge / 1�" field w PATE: 04/26/2004 PERIMETERS, HANDLING, STORAGE, AND ERECTION OF greater than I" 10d 6" edge / 6 field COMPONENTS SHALL BE AS PER MANUFACTURERS Diagonal Board Sheathing SCA E: RECOMMENDATIONS. I" x 6"or I" x 8° 2 - 8d per support Noilin Schedule 1' x 10 or wider 3 - 8d per support 4. Framing Notes 1ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. a GALVANIZED MACHINE BOLTS @ 12" O.C.. Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathingq is nailed o 3" on-center at the panel edge to obtain higher shear capacities nailing requirements Tor structural members shall s be doubled , or alternate connectors , such as shear plates , shalt be used to maintain the load path. DWG. NAME When wall sheathinq is continuous over connected members , the tabulated number of nails shall be permitted to a S be reduced to 1 - ltid nail per foot. A _ 6 ©� DWG. NO