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HomeMy WebLinkAbout30137-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-31154 Date: 09/12/05 THIS CERTIFIES that the building ACCESSORY Location of Property: 800 SALTAIRE WAY MATTITUCK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 100 Block 1 Lot 33 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 5, 2004 pursuant to which Building Permit No. 30137-Z dated MARCH 5, 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 NON-HABITABLE ACCESSORY TWO CAR GARAGE WITH STORAGE ABOVE AS APPLIED FOR. The certificate is issued to JAMES B & KIMBERLY J BOOMER (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2066529 08/16/05 PLUMBERS CERTIFICATION DATED N/A Aut orized Signature Rev. 1/81 Form No.6 FJA R ,I t5 :7, TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL i L ; UG 2 9 2oo5 765-1802 r ` '! APPLICATION FOR CERTIFICATE OF OCCUP ---L_ , _ n� This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For ne-tv 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 from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of t"/o 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 existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" 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 C. Fees I. Certificate of Occupancy - New,dwelling$25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swiuuning 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 $15.00 " 'yl' Date. ycj/p61 O New Construction __ —Old or Pre-existing Building: (check one) Location of Property: ____&QpGo�Y 4 House No. Q Street Hamlet Owner or Owners of Property: _ s.9,4y,� !J &h9e Suffolk Countv Tax Map No 1000, Section_ /�d _Block_�� _Lot e%3-3__— . Subdivision Filed Map. Lot-. P$rmit No. JZA!91�_7=i2ate_ofP_ermit._- -Applicant:_ Health Dept. Approval: _ _Underwriters Approval: Plant-Ling Board Approval: Request for: Temporary Certificate_ _Final Certificate: (check one) Fee Submitted: $ _ u Cc -?-- k-b, C 6(f<0 Applicant Signature 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. 30137 Z Date MARCH 5, 2004 Permission is hereby granted to : JAMES B BOOMER 800 SALTAIRE WAY MATTITUCK,NY 11952 for CONSTRUCTION OF AN ACCESSORY GARAGE AS APPLIED FOR at premises located at 800 SALTAIRE WAY MATTITUCK County Tax Map No. 473889 Section 100 Block 0001 Lot No. 033 pursuant to application dated MARCH 5 , 2004 and approved by the Building Inspector to expire on SEPTEMBER 5, 2005 . Fee $ 462 . 60 u or Signature ORIGINAL Rev. 5/8/02 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET" — NEW YORK, NY 10038 5 CERTIFIES THAT Upon the application of upon premises owned by G� JAMES BOOMER JAMES BOOMER 5 800 SALT AIR WAY 800 SALT AIR WAY MATTITUCK, NY 11952 MATTITUCK, NY 11952 Located at 800 SALT AIR WAY MATTITUCK, NY 11952 5 Application Number: 2066529 Certificate Number: 2088529 Section: Block: Lot: Building Permit: BDC: ns11 5 Described as a Residential 0-599 square M occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: 5 ' First Floor,Second Floor,garage only,Detached Garage,Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 117 authority having jurisdiction, and found to be in compliance therewith on the 16th Day of August,2005 NNW = go 91111111¢ Qralil I= AMQM Panels 1 100 18 $0.00 Wising and Devices Outlet 16 0 Fixture 50.00 LReceptacle 2 0 Incandescent $0.00 14 0 Flourewent 50.00 12 0 General Purpose 50.00 le 10 0 General Purpose 50.00 6 0 General purpose 50.00 le 1 0 20 amp Appliance 50.00 rcuit Breaker 1 0 20 amp 50.00 lc 1 0 GFCI $0.00 Invoice Total 555.00 seal 1 of I ificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 3013 7� 765-1802 BUILDING DEPT. NSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE O INSPECTOR X13 -? 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FO ATION 2ND [ ] INSULATION [ RAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: C DATE Ol O INSPECTOR FORM NO. 3 NOTICE OF DISAPPROVAL DATE: March 26, 2002 TO: James Boomer 800 Saltaire Way Mattituck, NY 11952 Please take notice that your application dated March 22, 2002 For permit to construct an accessory garage at Location of property: 800 Saltaire Way, Mattituck,NY County Tax Map No. 1000 - Section 100 Block 1 Lot 33 Is returned herewith and disapproved on the following grounds: The proposed accessory garage, on a 19,9994 square foot non-conforming lot in the Residential R-40 District, is not permitted pursuant to Article IIIA, Section 100-30.A.4, which states; "Accessory buildings shall be subject to the same requirements as 100-33 of the Agricultural- Conservation District,"which states. "In the Agricultural-Conservation District and Low- Density Residential R-80, R-120, R-200, and R-400 Districts, accessory buildings and structures or other accessory uses shall be located in the required rear yard, subject to the following requirements: "A. Such buildings shall not exceed eighteen (18) feet in height." The proposed accessory garage is located in the side yard and is noted as being 18.5 feet in height. Total lot coverage on the property, following the proposed construction, would be+/- 12 percent. Authorized 1gnature 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. APPEALS BOARD MEMBERS ,pgOFFO[,� Southold Town Hall Lydia A. Torto-ra, Chairwoman 53095 Main Road Gerard P. Goehringer Z P.O. Box 1179 George Horning O "F Southold, New York 11971-0959 Ruth D. Oliva y�pl �.DO� ZBA Fax (631)765-9064 Vincent Orlando Telephone (631) 765-1809 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD J FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF OCTOBER 9, 2003 Appl. No. 5392 - JAMES BOOMER Property Location: 800 Saltaire Way, Mattituck; CTM 1000-100-1-33 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration 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 applicant's 20,000 sq. ft. parcel, shown on the filed map of Saltaire Estates as Lot 31, has 100 ft. frontage along the east side of Saltaire Way in Mattituck. The property is improved with a two-story frame dwelling with deck and accessory garage building. The existing dwelling is 65.1 feet from the front lot line along Saltaire Way, and has side yard setbacks at 15 feet on the north side and 35 feet on the south side, as shown on the survey prepared by Howard W. Young, L.S. dated 4/1974. BASIS OF APPLICAT16N: Building Department's March 26, 2003, amended May 16, 2002, and updated June 9, 2003 Notice of Disapproval, citing Section 100-33A, in its denial of a building permit application for a proposed accessory garage exceeding the code limitation of 18 feet in height. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on September 25, 2003, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: Applicant wishes to construct a detached 32' x 28' garage in the rear yard as shown on the June 1, 2003 and June 2, 2003 floor plans and June 2, 2003 site diagram drawn by M. Hand, stamped by James J. Deerkoski, P.E. The height of the garage is proposed at a mean height of 20'10" and at a total height to the top of the ridge of 24'9%:". REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. The applicant requests a new two-story 28 ft. x 32 ft. garage, with 898 sq. ft. on the first floor, approximately the size of a small principle structure, and at a mean height of Page 2—October 9,2003 \ Appl. No.5396—J. Boomer(Garage/Variance) 54A-32 at Mattituck approximately 21 ft. and 24 ft. 9%2 in. to the ridge. The proposed height is three feet taller than the 18 ft. maximum height allowed by Town Code for an accessory building. The granting of this variance will produce an undesirable change in the character of the neighborhood, and will be a detriment to nearby properties, because the garage as designed by applicant requires a height variance for three additional feet and for a second story, which, if granted, will result in a substantial structure that will be uncharacteristic for the neighborhood. 2. The benefit sought by the applicant can be achieved by some other method, feasible for the applicant to pursue, other than an area variance. A new garage can be designed by applicant that will provide the necessary space for the customary use of this type of accessory building, without a variance, by meeting the 18 ft. maximum height requirement of Town Code, or by adding the garage as an addition to the principal building (the applicant's dwelling). 3. The requested variance is substantial. The proposed height of the garage, if built, would exceed the 18 ft. height limitation as an accessory building allowed by Town Code Section 100-33A by approximately 17% and will be adding a second-story. If constructed, the building would resemble another principal structure; rather than an accessory building. 4. The proposed variance will have an adverse effect or impact on the physical or environmental conditions in the neighborhood, or district because with a height of 20'10", and total height of at least 24'9%2", this garage will cause the applicant's residential parcel to appear to contain two principal buildings, rather than only one principal building required by the Zoning Code. 5. The difficulty was self-created when a new accessory garage was planned and designed at a height that does not conform to the Code requirement. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Tortora, seconded by Member Oliva, and duly carried, to DENY the variance as applied for. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, Page 3—October 9,2003 Appl. No.5396—J. Boomer(GarageNariance) 54A.32 at Mattituck setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Tortora (Chairwoman), Goehringer, Orlando, and Oliva. (Absent was Member Horning.) This Resolution was duly adopted - Lydia A. T9 ora 10/4-4703 Approved for Filing TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET L) VILLAGE DIST.j SUB. LOTNjA . „ me m �J. — , J"Z'LOP -- FORMER OWNER N E ACR. r Ncarr�( S�Q�•-Q�a� $ W TYPE O BUILDING RES. J — SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND I IMP. TOTAL DATE REMARKS o0 13113, / X22 73 So —� �BSoo, J. W, 81AA1CN1 + Wr % s r'iy WF_ _ V/ YeJ7 0 /Z�;7h-? 10& r '7oVz Z /�u co 41_ 1E // 00 . 30 0 ,446 / .za 8a8 7sa 5ey13v,2'-V, a t'.c. aaR aNN �owN — X30 0 v1 7s - - 5 - 3-L AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable � FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowlond — DEPTH House Plot I BULKHEAD Total" DOCK moon 42411 ME■E■■E■■■NE■■■t��■■■irI do '■!�■ ■N■■■■■■■■■■■■■■■■■■■■�i ROME■ MEMENESEEMENNEEMEN � lA �N■■■N■■■■■f�O!■O■■■■■■1[�i■/S■ ■■■■■■■■■■■[11■■E■■iClii■C�■/�■■ I�1 _■■■■■■■■■■mill■■■■■fid■�i��■EE■�C ■■■ ■■■w■!■■■!■LM!iws■Zrl■1!rlJY __ ■■■ ■■YllllffiliiMil■�3■IZlS7rT�=�'91O■■r�■■■■ ■■■■■■■■■■■■■%■EIrIr�©!n■■■■■■■ ■■■■■■■■■■■■■��%■■ll■VA■■■■■■■ ■I■■■MONS■SEEN■O■■1r% nr ■■■■■ N■■■■■■■■■■■■■■■■■■ z�■■■n Basement �� 'Interior ob FIELD INSPECTION REPORT DATE, COMMENTS OAA W FOUNDATION(1ST) J ------------- --------------------- ncc FOUNDATION(2ND) 7/0 lv� ��e. 0 ° o ROUGH FRAMING& PLUMBING y r INSULATION PER N.Y. STATE ENERGY CODE Y-31-0 FINAL ADDITIONAL COMME S C I/ 2 j7 — -O z z � m z v v TOWN OF SOUTHOLD BLUDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health _ SOUTHOLD,NY 11971 3 sets of Building Plans TEL: 765-1802 Survey PERMIT NO. 3 0/3/7-4�--' Cluck Septic Form �}� N.Y.S.D.E.C. ✓ Trustees Examined— 20 ✓ COII[aCt: n Approved '2 Mail to: TAnES �- RMC1ER Disapproved a' DOeroV - 6TA/Q wf;Y k47T 1 Phone: )90- 9-7 `/W j .lddiiJn�g"Insp or 22002 J � or 11.0 G -5 I APPLI FOR BUILDING PERMIT Date h9,QCH /0 1200?- INSTRUCTIONS 2002INSTRUCTIONS 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 a Certificate of Occupanq is issued by the Building Inspector. 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,housing curie, and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. Lt�'- A— (Signature of applicant or name,if a corporation) 8a6 59Grf}1PE A'Y . /197" V (Mailing addro of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder O WN Ek Name of owner of premises TAAi � g (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. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 5?00 �Ai.44 RE WrfY Lf#M&Lx Ni House Number Street Hamlet County Tax Map No. 1000 Section /00- 00 Block 0/,00 Lot 033, ODO Subdivision .21-T,41kr ES7"RTE S Filed Map No. i 2. State existing use and.occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy GAipA�.,F. 3. Nature of work(check which applicable): New Building_1 Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost /40017,00 Fee -3(l,tlD ? (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 Z 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 afterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front L'g Rear 2 g Depth 3G� Height 261 '/" Number of Stories 2 9. Size of lot: Front /00 Rear /00 Depth 200 10. Date of Purchase 7 -/ -2 j Name of Former Owner H40 5r 2 SH06L) 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation: HOAL xy/ 13. Will lot be re-graded YES Will excess fill be removed from premises: YES �O 14. Names of Owner of premisesj ! a 5 «a62 Address 9� SgtT41RC- rd¢Yphone No. •V 7 8'97`/ Name of Architect Address Phone No Name of Contractor Address Phone No. 15. Is this property within 100 feet of a tidal wetland? *YES O • IF YES, SOUTHOLD TOWN TRUSTEES 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 S u FF ) Tfra"Assn /nc?p being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (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 knowledge and belief; and that the work will be Performed in the manner set forth in the application filed therewith. Sworn to before me this I day of20 D a No Public �Y Signature of Applicant DIANE R.HATTON NOTARY PUBLIC,STATE OF NEW YORK NO.4716806,SUFF LK NTY TERM EXPIRES 7p$l�0�a_ r 6, 16°5930" 100.0' , , , , , O O O2&TY.FrxAM� O G.,A O A N 26" 5.0 ,1. O R DECK P 4 Q R 3 BTY. FRAMED Q � HOUBE 0 _ r � Z iso' a r N , i 1 i i 1 i i i i , N, 16'59`30" W, 100,0' SALTAIRE WAY SURVEY 1".30, ORIGINAL SURVEY FROM: HOWARD W. YOUNG LICENSED LAND SURVEYOR LIC, NO, 45893 REV DWN, 02/1914,04/1914 TAX 1D • 100-1-33 War"MM XTERADON OR AMMON TO THIS SMNEr R A NOIAPON OF SITWk 7200 OF 120 NQ' TOIN STATE EINKATION LAIR�.aCO�PwIES�OF TNS SMNEO NAP NOT BF/YM,G THE .NOT Eur S INfEO P ! �I— CON OR ENBOSSEO SFAL 9OPY NOT BE A MLL O TRUE LOIN LYM O THE MpMATEO NETEON ]THE UW4 ONLY ro AR Pvr3oN FOR MNOY IIIE SlWVE1' IS PREPARED, AND I1'VIIIV/,I`` 9 4 NNroOgroNO ul // J O r O A r � �3 10 ,� 1A i LA. a O 716} e TSO O �ECK {��� O w. o � g1 O N N , Orr o Z i N �i OPEN � oZO �` �� Q o. pA O 0. W � O+ 66 OD + ,L N GPRPGE 3A Te GPRP ER GONStR o m A N `pND OPS ON 4 CREZE n O ' {n (G GOP RON ' m "Q p 64 R� LA X FENL CORNER 2Q Q 16'SOUTM � O 44.3' ST X FENCE .0 / NE / o yG"p. N PARCEL AREA = 20,000 Sq.Ft. %r4 j / Q W sPs A 9/20/04I OUTLINE SURVEY 'L•QQ O� REV. OATC I Ct{C"'r ON SURNEYm BY: cyustr r COLurtY TAX W1P LOT #31 7 ��G ON THE MAP OF FRANCIS X. KARL L.S. DtMIWT 1000 MON CAOR„ER 27 ARTHUR AVENUE SECTION—100.00 "SALTAIRE ESTATES” 0 7'SOUTH BLUE POINT, N.Y. a=-01.00 mE /4662 - FLED MIQ- 3, 1916 IS FEAST 1171E LOT 033.000 SITUATED AT `i1' J63 FM MATTITUCK, (W) X3-=2 , onl9a ►M.1E 661Y.T-0119 GUARANTEED TO: JAMES B. do KIMBERLY J. BOOMER SCALE 1 = 20 n,E WAL. 600WTAW TOWN OF SOUTHHOLD, SUFFOLK COUNTY, N.Y. COMPLY WITH ALL CODES OF ALL CONSTRUCTION SHALL NEW YORK STATE & TOWN CODES AE D AS NOTED MEET THE REQUIREMENTS OFTHE AS REQUI D AND CONDITIONS OF DABPCODES OF NEW YORK STATE. SOUTHOLD TOWN ZBA FEBvP SOUTHOLDTOWNPLANNINGBOARD 1DEP TMERR NT AT 1LOOD ZONLj76 4PM FOR THE 15�SOUTHOLDTOWN TRUSTEES FOLLOWING INSPECTIONS: COMPLY WITH CHAP R,46„ r FOUNDATION - TWO REQUIRED FLOOD DAMAGE PREVENTION LLLEN.Y.S.DEC FOR POURED CONCRETE SOUTHOLD TOWN CODE. >. ROUGH - FRAMING & PLUMBING - ',NSULATION 4, FILIAL - CONSTRUCTION MUST OCCUPANCY OR BE COMPLETE FOR C.O. CERTIFICATION OF USE IS UNLAWFUL ALL CONSTRUCTION SHALL MEET THE NAILING &CONNECTIONS REOUIHEMENTS OF THE CODES OF NEW REQUIRED. WITHOUT CERTIFICATE YuRK DESIGN STATE, NOT RESPONSIBLE FOR DESIOF OCCUPANCY GN OR CONSTRUCTION ERRORS. RETAIN STORM WATER, RUNOFF PURSUANT TO SECTION 45-1 OC UNDERWRITERS CERTIFICAle OF THE TOWN CODE. REQUIRED oEEg4,0,,� w GARAGE SCALE N.T.S. DRAWN BY: PH (631) 298-2250 DATE February 28, 20 4 M. HAND F-HAL d�awn�oopm�lme.�e� BOOMER RESIDENCE PAGE= SOO SALT AIRF WAY OF MATTITUCK, NY 28'-Oli - - 14--0" — C 1 i _c_i S s Y WIOx54 OR WI3x45 STEEL BF_AM O ECEL3OY.4 VELLIY- - n al G 3-lig' STEEL COLUMN 3-112" STEEL COLUMN--- n - OPTIONAL SKYLIGHTS— J C-I MQ N rtl /]xl0 RR alb"OC _ (3J 2e10 ATI -- 16,-o" 16' Q" 6'-0" ZEOP I�sEWY 28'-O P A� nEEq�O `7- N� 20 10' DEEP CONCRETE APRON 2ND FLOOR PLAN — IST FLOOR FLAN 1�qv GARAGE SCALE I/4" = I'O" DRAWN EBY: PH' (63U ]98-3250 DATE Februar 28, 20 4 M, HAND E-Mau_ d:aw4„.�opio„n„e.„eL BOOMER RESIDENCE FAr.E 800 SALT AIRF WAY 2 of MATTITUCK NY ------------ TYPICAL FLOOR. _— 3/4' TAG- PLYWOOD SUBFLOOR 2 x 10 WOOD JOISTS m 16" ' GR055 BRIDGING o &' O.C. TYPICAL 3x6 PRESSURE TREATED SILL T� FINISH GROUND FI EXTERIOR WALL /0" DIA. ANCHOR BOLT x6 /2 � x.E CONTINUOUS WOCD PLATE —4" CO C. SLAB WITH 6X6 10 - 10 WWM - '- BOLTED TO STEEL [BEAM WITH - ,,`. •.. 1/2 " DIA. BOLTS a 48" 0,0- STAG. L6 MIL. VAPOR BARRIER _ 711�II „ STEEL BEAM - REBAR X111- y.^.q -2" DRY SAND 4" u 1/4" x a" STEEL 4' COMPACTED CRUSHED _ _ Ib" ROCK TOP AND BOTTOM PLATE - WITH 1/2"AN x 6" ANCHOR BOLI �--. 1/2" GROUT L SLAB & THICKENED EDGE FOOTING 310 STEEL ROOF FRAMING PLAN 'L SCALE: I/a" -- Q TYPICAL BEAM DETAIL ai STEEL / BOTTOM BEARING 11 TYPICAL FLOOR 3/4" T4G PLYWOOD SUBFLOOR DOOR GARAGE —� dr frame 2 x 1C WOOD JOISTS a 16" 0.0, beyound ' i -vae 1X6 or 2>G, / CRO55 BRIDGING m a, O.C. —4" gravel a - for blorFkeout cont i i _ Whetl r d n1 fo r011g pEtling _ 115E GALV. JOIST HANG f-RS FOR JOISTS CONNEOTING x 4' SLSlB ,. 7 1/3" kDRIVEWA4T I—�� FINISH GROUND FLOOR TO STAIR WELL A 2 - 2 x 6 CONTINUOUS WOOD BLKGa IL - - �• �' a �^ _ _ - BOLTED TO STEEL BEAM WITH arr1o,blel ° Go " apor /2 " DIA. BOLTS a 48" o o-a Ik' 1TI-fTL� �iL�Lr i� IY �V STEEL BEAM GAR DR BLK'OUT �— - ----- — -- TYPICAL BEAM DETAIL STEEL / FLUSH BEARING O :N '(EQ� ��O 2ND FLOOR PLAN Li 5 LU m Li t\ '! Z� - 2C18'-OII0" FOOTING PLAN GARAGE SCALE 1/4" = lb" I DRAWN BY: PH. l63V 290-2250 DATE February 28, 20 4 M. HAND E-MAIL draW4u, opfonl[,nef BOOMER RESEDENCE PAGE 800 SALT AIRF WAY MATTITUCdK, NY of EXTERIOR WINDOW/DOOR OPENING SCHEDULE QTY. Ty-MFMPGR. CAT. NO. DESCRIPTION UNIT S.F. EGRE55 5,F. GLAZING S.F. U-VAWE ZONE MIN. DF UNIT DP NOTE I A-1 GADCO 1525 O-H DOOR 112 56 - - 4 OF30 DP35 DWG 11 W13532 - (4) 3" NOR. STRUTS PER DOOR I B-1 THERMATRO 206 INSWING DR. 19.8 Ila 5.1 - 4 DP35 DP7S 3 - C-I ANDER501 3042 DBL. HUNG 13.9 54 9.9 5 DP35 DP50 USE WITH DE51GN-PRESSURE UPGRADE KIT C-2 ANDERSEN 3042-2DBL. (HUNG 13.9 5.4 9,9 4 DP35 DF50 USE WITH DESIGN-PRESSURE UPGRADE KIT 2 D-I VEWX ECL304 SKYLIGHT 5.2 Tb 511 - DP25 DEUS \ ALTERNATIVE FOR OPENING PROTECTION 5. 16'S93Q E. QQ.d WOOD STRUClJRAL PANELS WITH A MINIMUM THICKNESS OF 1/16" AND MAXIMUM -�� PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO- STORY aWLDING5. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO 5F_CTION 1609.1.4, 1609,6.5 AND TABLE 1609.1 4) N FAS'RdER SPACING (INCHES! _ i_ FASTNER PANEL SPAN 2 FEET<PANEL 4 FEET<PANEL fi FEET<PANEL TYPE <2 FEET SPAN<4 FEET SPAN<6 FEET SPAN <8 FEET 2-1/2"76 16 i6 i2 g WOOD SCREWS 2-7/2It - Woo 0SCREWS 1 6 1 6 12 O vao d p 25TY. FRAMED p TABLE 1609.1 ,4 GAeAGE ,., p WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS a �� lAl u DECK m p O " O a z STY. ED HOUSE p � HOUSE ° p r � uD RIDGE VENT ASPHALT ROOFING /��� V D_- - -- - - - - -- - - - -_—_ 15" FELT r �` / 1-3/4 /0 LVL IR° CDX SHEATHING 011 A' RIDG-E 2wla RR alb"oc ��'' a' MRN N, Uo 05s,30" W, IOd,O� 21" CA. II 5ALTA IIRE WAY 13 I SURVEY CEDAR SIDING SUBFI_OOR2010 FJ ^•16"OC W- FELT UNDERLAYMENT � -- (ALT.VINYL SIDING w/ TYVEK VAPOR BARRIER) nFEq ORIGINAL SURVEY FROM: T/16' MINI. 0615 sHEATHln1G ' � �0s HOWARD W, YOUNG 2x6 STUDS m16"OC \ � Tl'PE-Y. FC 5/R / - - w LICENSED LAND SURVEYOR LIC. NO. 45593 REV DWN. 02/1914,04/1914 S IO p F TAX ID " 100-I-33 4"CONCRETE SLAB c/w 2.6 PT SILL PLATE / FIBRE MESH REINFORCEMENT TERMITE SHIELD 6 m11 POLY" VAPOR BARRIER SILL GASKET - GAIRCOMPACTED GRANULAR 4 MONOLITHIC CONCRETE FOOTING :� 1 Q GE ^_" WIDE x 12" DEEP CROSSON I:�- .2) •4 RE-BAR A — SCALE I/411 = I'O"l DRAWN BY: PH (630 29S- 2250 DATE February 28, 20t4 M. HAND F-MAIL d�ewal,gopto„n„e.„ee 600MER RESIDENCE PAGE 800 SALT AIRE WAY 4 OF MATTITUCK, NY SII - - - - - - _ Ll - - I I L� 1s L—I F LL-ll_�,� � - r �zITIIi�V I �-I� I II I - LII -_I_ I I_I_ J _ I LII III II 1rn I1r11 � 1 - IIII- f� I- 1111 II-111 II1III� III 'I I JL I LI II II II _LIIIInf11rI1-I IIIIT�� I rl - CJ= -LJ_< < r� I�Ln�J 1 1 III I �I II II I I I I II I I I II I I IIF I IIII IT II lL 4 EL_I L1L_l _ 11I I I I I I 11- _ 1 1 [ 1 1 LI_ _ 1 11 1 1 1 ri I - 1 -1 � � L]I I 1 1 i 1 1���1_ 1- LIQ LT I I 1I I r_I I I I - _ ILII 1 r rr 1 ❑� C 1 I__J ❑ CI 0❑ 1 1 1 1 1 1111_ I � I �� NF1 � ❑❑ ❑❑ ❑0 ❑❑ OCII� 1a 1 1 � L1 L� — - --- s IIIICIIIII0❑ ❑❑ CICl ❑❑ 1 1 _ � . I1 II J 1 Tl� IIEI El FL_—II ❑1 C_ 0 El I� 1 1l -iJ 1 FRONT ELEVATION II ELEVATION - - - - - - -- -- - - MEWy I � e I �S a. a , LEFT ELEVATION REAR ELEVATION -- GARAGE SCALE 1/4" 1'O' DRAWN BY: Pu: ��3u zee-nso DATE Pebruar 28, 20 4 M. HAND e-MAIL a�awa�mopionn�e.��c BOOMER RESIDENCE PAGE SOO SALT AIRE WAY OF MATTITUCK, NY CONSTRUCTION DETAILS d WIND LOAD PATH CONNECTION DETAILS WIND RESISTANT CONSTRUCTION CONNECTORS CONNECTION LOCATION: PART NUMBER: NOTES: i' RIDGE-TO-RAFTERS LSTA24 APPLY TO EACH PAIR OF RAFTERS �� \\ RAFTER-TO-WALL _ RT20 APPLY TO EACH RAFTER i \ ��� A APPLY TO EACH RAFTER �- NOTCHED RAFTER i:o RAFTER-TO-PLATE RTI5 OUSE WITH SPTH4 CONNECTOR) RAFTER \\ � ��'� - - �� % \\ PLATE-TO-WALL STUD SPTH4 APPLY TO EACH WALL STUD RIDGE // \ \� RIDGE �O\ \ 2ND. FLOOR WALL-TO-IST. FLOOR WALL_ FTA OR MSTA36 APPLY TO EACH WALL STUD �i \\\\ HEADER-TO-JACK STUD LSTAI2 APPLY TO EACH )AGK STUD CRIPPLE STUD-TO-HEADER RT3 OR RT-1 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR AD65 APPLY TO EACH 51DEWALL END - \\ WRAP UNDER DOUBLE SILL PLATE IST. FLOOR-CINDER-SILL PLATE MSTA36 OR RSI6-R (USE WITH 3" SQUARE WASHERS) TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RA FTSTRAPPING USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. RAFTER \`; PROVIDE 1/2" SPACING BETWEEN THE END STUD ANCHOR BOLT CONNECTION AND THE 2 OTHER STUDS RAFTER _Q /T / FOR ALLOWING ANCHOR BOLT CONNECTION FOUNDATION 5/8 DIA ANCHOR BOLT CONNECT CORNER STUD SUPPORTING MAXIMUM SPACING NOLDDOWN INSTALLATION SILL PLATETO FOUNDATION \ ' TOP PLATE / / '� 'o- TO TRANSFER SHEAR (CRAWL SPACE OR FOOUNDATION isroev 72"OC TOP PLATE —O /� ( , FASTEN WITH (2) 16d SILL PLATE TO FOUNDATION z srGRles ss••Dc CRAWL SPACE OR FOUNDATION _ COMMON NAILS 9 6° O.C. WALL BOTTOM PLATE TO FOUNDATION SLAB-ON- 1-2 STORIES 5T'Oc WALL STUD ' . GRADE SIDEWALL O /% \ USE WITH 3x3 SQUARE WASHERS WALL STUD - -� p� / \\ ENDWALL (USP LBP555 OR BP583) TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION SHEAR WALL CORNER CONNECTION 2ND. FLOOR WALL STUD -0 KING STUDS---- / i ice, 2ND. FLOOR PLATE -. CRIPPLE STUD - -0- WOOD JOIST � �\ AA � i �� \\ SUBFLOOR � � RIM BOARD HEADER _(DA`. `� BLOCKING \ \ JOISTO GIRDER/HEADER _ - \� \" I5T. FLOOR TOP PLATES - JACK STUDS �j� WOOD GIRDER--- -����jo /'��., WOOD J015T � O \� IST FLOOR WALL STUD - - F) TYPICA HEADE ECTION -�- — JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER -c- FIE oma% TYPICAL MULTISTORY CONNECTIONS v IST. FLOOR WALL STUD v -' SILL GASKET �"�� IST. FLOOR PLATE SUBFLOOR i \ �\ TERMITE SHIELD WALL STUD �' O 'ul;� �� RIM BOARD L DBSILL PLATES BOTTOM PLATEw,, GARAGE (TO OVERLAP JOINTS) - , ' �� = SUB FLOOR ��� �� /� DOUBLE SILL PLATE ,�� DOUBLE J015T— - �,� � _ FOUNDATION WALL--- �-TFy .'`* FOUNDATION WALL 0 ^ ° SCALE I/4" = 1'0" DRAWN BY: PN l631) 298-]]50 DATE February 28. 20 4 M. HAND F-MAIL BOOMER RESIDENCE PAGE SILL PLATES TO FOUNDATION ANCHORING \ SOO SALT AIRF WAY / - OF DOUBLE ION LE JOIST FOR NON-BEARING WALLS IST. FLOOR TO FOUNDATCONNECTIONS /, MATTITUCK, NY & GENERAL NOTES ROOF SCHEDULE PLAN CONTENTS: ROOF FRAMING: OGGDPANCY CLA551FIGATION R3 RESIDENTIAL JOINT DESCRIPTION OTNAIL Y SPACING NOTES BUILDING USE GARAGE / UTILITY 6WLDING CONSTRUCTION NOTES: _ WIND FRAMING NOTES RAFTERTO 6 WALL 89d COMMON EACH TOE-NAIL — BUILDIPIG HEIGHT TO-RAFTER 3" 1) The nd..ad within this set of re"baction documents res related to basic design 1) RIDGE ASSEMBLY- TOP PLATE 10'WALL 4-8d COMMON RAFTER TOTAL 50. FT. OF CONSTRUCTION _ IST FLOOR Sea S,F. r 2ND. FLOOR BSG S.F. = IT92 S,F. TOTAL talent and framing details They are intended as a wm,budma aid,not a substitute 1-114"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 34 CEILING JOIST 8'WALL 3-ed COMMON EACH TOE-NAIL PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND forgeneallyaccepled good buildingradlce and compliance with current New York Men a collar tie is used in leu of a ridge stra ,the number o110d common nails required TO TOP PLATE TO'WALL:4-8tl COMMON JOIST DESIGN CRITERIA P Pp q — _ 1995 5BC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL Slate building codes The General Contractor is respoprofessionally stile forpmv d,s standard in each end of the collar lie need not exceed the mbulomtl number of 8d nails in the strap CEILING JOIST TO AS PER TABLE 31 EACH FACE F AMING ELEMENTS _ AS PER FLOOR PLAPI5 CR055 6�GTION AND C- NERAL NOTES .,..a ad 0details and procedures d ensure a professonally fmshed,structurally PARALLEL RAFTER WFCM-SBC LAP NAIL sound and a weatherproof completed product 2)-RAFTER-TO-WALL ASSEMBLY CEILING JOIST LAPS AS PER TABLE 3] EACFI FACE EXT. BALCONIES 60 Lateral framing and shear well c rafter ons fures do ho ceding or bas to lop plate shall be m OVER PARTITION WFCM-SBC LAP NAIL DECKS 40 2) The Gena+al CnnVadons responsible for ensuing that all wod(and mnsiruchon accordance to more 3.3 When araftxror trussdonot fallmline with studs below,rafters COLLAR TIE ASPGR TABLE34 EACH FACE ATTICS w/o STORAGE 10 meals current federal,stale,county,and local codes,ordinances and regulations,etc orimsses shall be attachetl to Ihewall lop plate antl the wall top plale shall be attached m TO RAFTER WFCM-SBC END NAIL ATTICS w/ STORAGE These codes are to be considered as part ofths specifications for this building and the to the wall stud with spin connections Roofs overhanging the rake side of the building 2p should numbered to even if m varionce with the plan shall be connected with uplift eouredrons in accordance with table 3 3c BLOCKING EACH TOE DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) TO RAFTER 2-9d COMMON END NAIL (LIVE LOADS PSF) 45 3) Di...names shall fake precedual aver scaled drawings 3) WALL-TO-WALL ASSEMBLY - ROOMS (OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS) Wall studs above and studs below E floor level shall be attached wtlh uplift connections in RIM 9OARD 2-16d COMMON EACH END ROOMS !SLEEPING) 30 P TO RAFTER END NAIL accordance wtlh table 3 3b.When wall studs above do not fall m bee with studs below,the STAIRS qp 4) The designer cohas not uction engagedfor with struction these plans, nor responsibility memo shrdssh0116ein abledmacnmmbn member In the flonrassembly with upli8 connecmrsin WALL FRAMING: GAURDRAILS (ANY DIRECTION) 20C _ constrrespouction coordinating wlhueneplans,ocedures or to, a, accordance with table33 canstud mis means,methods,techniques,sequences,or procedures,or an safety JOINT DESCRIPTION NAIL NAIL NOTES EXPOSURE CATAGORY a specific ons and Progmmsmciedint Connectionwiththese There are no wartan0es fora 4) WALL ASSEMBLY TOFOUNDATION he OTO SPACING - - PER LOAD PATH SEE CONSTRUCTION ANDWINp PATH CONNECTION specific use expressed or implied in the use of(hese plans First wall,Nils shaller asnnCdetl to thin foundation,sill plate,or bottom plate win uplift TOPPLATE PLATE 2-16d COMMON FOOT SFACE NAIL EE NOTE 1 (ROOF - FOUNDATION) DETAIL PAGE s C-ENERAL NOTE PAGE connectors Steel,Yaps shall have a minimum embedment of 7 inches m concrete 5) Refer lofhe Window and Door schedule for exlenor openings theplateaadd ndnslabin agradeancewihesble33b rWhesteel tafteareriapped under TOf'f'LATES JOINTS FACE NAILING SCH ULESEE GENEAL NOTE PAGE A-16tl COMMON EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE the plate and nailed m accoNance with table 3.3b When steel snaps are lapped under thin INTERSECTIOEA.SIDE NAILor The General Contractor res ch ensure Ilia[masonry or odes ractetl fireplaces meets botlom plate,3 nwh square washes shall be usetl wtlh the 20 In bolts.dditio Anchor boll STUD TO 24" FACE Sym.orexceetls manufacture's spedficafions antl applicable coils spacing is to be spaced antl s¢ed In accoNance to table 3 Ga In atltlilion to spacing, STUD2-16d COMMON O C NAIL FIRE PROTECTION SEE FLOOR PLANS anchorbolls aretobe spaced between G-121nchesfromtheend ofa sill poetsand all (SMOKE 4 CO2 DETECTORS)7) The General Conlex is to consult with the owner for all built-in items comers HEADER T16d COMMON 16"0 FACE such as haokette. ,shelving,pantry,cherts,lams, to HEADER ALONG EDGES NAIL TRU55 DESIGN NIA - STANDARD STICK FRAFIF CONSTRUCTION 5),TYPEI EXTERIOR SHEARWALL CONNECTIONS TOP OR BOTTOM 2-19d COMMON PER 2.4 STUD END ENERGY CALCULATIONS RESCHECK 3.5 RELEASE I 8) Wind load requirements shall betaken Into account during construction TWO I exterior shear walls with a minimum of 7115 inch wood structural Panel on me extedn, PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL heights of finTD' PER FACE NAIL atlarhed with 8tl common more al 6"o c at the panel edges and 12"o u In the field and BOTTOM PLATE FOUNDATION NOTES: 1/2 inch9,eum wellhnard an the letter.,attached with be at.,veils at 7"nc.at panel FLOOR JOIST,DMD JOIST, 2-161 COMMON 1) The General Contractor and Mason to review plans,elevations,delete and able,In etlges and i0"tic in field shall he in accordance with fibs length requirements spectlrad END JOIST OR BLOCKING FOOT SEE NOTE 1,2 di CLIMATIC & GEOGRAPHIC DESIGN CRITERIA leenter ddended ished Perri above typical grade in table 3 150-b 6) TYPE II CXTERIOR SHEARWALL CONNECTIONS' FLOOR FRAMING: GROUEND SEISMICFROSTNTERIQESHIELD2).All footings to rest on m,disturbetl( irgin)soil NAIL NAIL SNODESIGN WEATHERING LINE TERMITE DECAY DESIGN UNOERLAVMENT FLOOD Type 11 extend,shearwalls shall mostthe nawromenls of table 3.15a-b times the appropriate JOINT DESCRIPTION OTy SPACING NOTES LOAHAZARDS3) Provide 112"expansion joint material between concrete slabs antl shading length mildnermnt facrorsm table 3.16. CATEGORY DEPTH TEMP. REQUIREDJOIATTO PER TOEconcrete or masonry walls uncaring in exterior or unhealed mencerawas 4-Bit COMMON MODERATE SLIGHT TO])-INTERIOR SHEARWALL CONNECTIONS' SILL,TOP PLATE OR GIRDER JOIST NAIL 45 LDB SEVERE 3 FT. TO HEAVY MODERATE 11 NONE 4) Any new concrete walls-being attached m meeting concrete structure ure shall NlOwable sitlewall lengths provided in table 314 shill be permided to be increased when BRIDGING 2-Rd COMMON EACH TOE be Installedwith 44 re-bar,18"long ed 12"so Use approved epoxyfor 2.4^land installation 24 are used Sheathing and connections shall be m accordance with TO JOIST END NAIL and 2 4 respectively BLOCKING EACH TOE ROOF SHEATHING _REQUIREMENTS FOR WIND LOADS: 5) red an 4 inch ick sand.noted,all slabs oil with 6 o wirebe me h e Gering,I to he TC JOIST 2-Bit COMMON END NAIL 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS. NAIL SPACING NAIL SPACING IT INTERMEDIATE FILL pouretl on 4 inch track sand or gravel fll with 6xfi wain mesh reinforcing.Intend(slabs BLOCKING TO EACH TOE SHEATHING LOCATION qT PANEL EDGEG SUPPORTS IN THE PANEL FIELD NOTES to be minimum 3-1I2 inch iM1idr with tab and/or Window conn ectionsshallbeattached with uplifts in acordainaccoNance 3-16d COMMON with table i 5.Window sill plates shall be have steel connectors in accordance with fable SILL OR TOP PLATE BLOCK NAIL A'PERIMETER EDGE ZONE ed COMMON @ fi"O.C. ed COMMON @ 6'O C SEE NOTES:1,3 6).Crawl spaaesm be provided with a minimum 18"x24"access opening Install one 35 LEDGER STRIP EACH FACE INTERIOR ZONE 8tl COMMON b O C 8tl COMMON 12"O C exifi rasl von foundation vent for every 150 sq ft ofarea. 3-115d COMMON SEE NOTES 1 (BOTH FIELDS) TO BEAM JOIST NAIL @ "' @ 9) ere a ridge ORAL CEILING ASSEMBLY NOTE 2 FOR PANEL FIELD LEDGER PER TOE GABLE ENOWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O C. 8d COMMON @ 4"0 G SEE NOTES 1,3 ]) Dampproof exlenor of(oundabon with bituminous coaling as per section R406 of Mere aritlge is to he used asaslrudurol beam,the rafters shall ebbe(be notched and JOIST ON 3-ed COMMON anchored on top of the beam or slope connectors shall be attached to each rafter-to-ndge TO BEAM JOIST NAIL NYS Resi.doplConsofduoem,naemartotorldin Code A&an ylenefllmshallbeapplietlover aloegtheoPon aeilingpartbfthobuilding Connscheme mthe Pri eandwallshallbebe BAND JOIST PER END NOTES the below grade portion of extenbr walls poor to barkfilling attached with the above requirements. TO JOIST 3-1Gd COMMON JOIST NAIL BAND JOIST TO PER TOE NAIL THESE NOTES ARE ONLY TO 8E REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 6) Drainage as per sedion R405 of N.V S Residential Conslmction Cnde SILL OR TOP PLATE 2-led COMMON FOOT SEE NOTE.1 FRAMING NOTES 1) For roof sheathing within 4 feet of the perimeter edge of the m.I,including 4 feel a a each side iefthe .of peak, ROOF SHEATH the 4toot penmeteredge zone attachments required shall benod. 1) All framing techniques and methods as presaip6ve design o1 1995 SEC High Wind JOINT DESCRIPTION NAIL NAIL Editlon Wood Framing Construction Manual OTV SPACING 2) Tabulator l 12 inch o c nail spacing assumes sheathing attached m rafter/there framing members with DID 49, 2) Unless otherwise noted,all framing and structural woad matenal to be 921 BTR. STRUCTURAL PANEL ed AS PER TABLE 3 8 For framing members with<0.42<G<D 49,the nail spacing shall be reduced to 6 inches o c WFCM-SBC ) spacing assumes sheathing to rafter)/mss framing members with G>O 49 For 3) Floor , CEILING SHEATHING: frmemo rs mith o�Z�G<a`d' spacing framing D 49,the nails aceta shall be reduced m 3 inches b.c 3) Floors,walls,ceilings and ra0ers to be seared al t6 inches o c unless noted - Otherwise- JOINT DESCRIPTION NAIL NAIL QTY SPACING WALL SHEATHING REQUIREMENTS FOR WIND LOADS: 4) Unless Otherwise noted,all bearing wall headers to be(2)2x1042 t BTR Doug Fir GYPSUM 7" O C.EDGE all headers Ib have d COOLERS Be.,,.,g h e e(3)jack studs and d( )P length studs on each site of all WALLBOARD 1D"O C FIELD SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES Openings LVL header to have its shk,tails and(2)Pullw length studses each side of — AT PANEL EDGES SUPPORTS IN THE PANEL FIELD openings.Beaetweenwallwi SO and Well have openings between andImr2x4wall WALL SHEATHING: — openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and B'9 Provide fire J1A NAIL WEDGE ZONE Btl COMMON @ 6"O C 0d COMMON @ 12"O C BEE NOTES 1,3(eOTli FIELDB) NOTE 2 FOR PANEL FIELD and blocking where applicable JOINT DESCRIPTIONSPACING -- INTERIOR ZONE Rd COMMON @ 6'O O Rd COMMON @ 1T'D C. I SEE NOTE'3 _ STRUCTURAL :� FR TABLE 39I-_o - 5)-All nosh heartislheaders to beinstalled with heavy duty galvinizeA hangers and NOTL—SPANELSFCM-SBCanchors where applicable la all conneclln9 joists ]116"OSB "O.0 EDGETHESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY OF is 6) Double up 0oorlmsts under walls that inn parallel to the flomlotet and under bathtubs. PLITOOU "OC FIELD Floors to have carammtile Installed shall be venfietl for proper load capacity unless naiad GYPSUMT' OC EDGE - �(P' c 3 IT tin pions. 1) For wall sheathing within 4 feet ofthe comers,the 4 fool ed a zone attachment re uirements shallWALLBOARD10"O C.FIEL❑ be used g q '!0 7) Provide bluckmglhddging in door joists at 8'0oc Use solid blocking in dominate FLOOR SHEATHING: embroil be0nng walls NAIL NAIL 2) -furnished 12 inch o c nail sparing assumes sidelong attached lb stud framing members with JOINT DESCRIPTION G>049 For framing members with 042<Gc,the nail spacings shall be reduced to fiinahus tic Jq�;� W 8).Provide merialion hands al endo vents hotween rafters Install draft blocking as QTY SPACING nestled STRUCTURALI RPANELS Rd COMMON S' O C FIELD 3) Forex le nor penal siding,griMeziud box nails shall be Permuted to be substituted for common nails- lU,4L� LEGEND �� SS 9) Unlessbme,wies noted,all roofs and walls to have a minimum v2"thick 4-Ply Fir NOTES: „ P`i S)O P COX exlenor sheathing grade plywood Plywood to cover over plates and header, - THESE(VOTES ARE ONLY TO BE REFERRED TO IF 10) Unless otherwise noted use d screwed track T8G PTS a of Adv ed filo plywood stalled MENTIONED IN SCHEDULE NOTES ONLY NEW WALLS �— -7 adhered with f'L400 adhesive and screwed m dooryoists Finished floor to be installed eversubdoor as per manufacture's Instructions 1) Nailing requirements are based on wall sheathing EXISTING WALLS wallsnailed 5"on-centeh at the panel edge If wall shealhmg 11) All bathroom furnace mo hae5/8'rcicktypre-realroc shine thenack Gomgawildinglke d is nailed 3"on-center at the panel edge to obtain higher WALLS TO BE REMOVED C — _ _ _ _ 7 I.he,.and over furnacemhave 5/8"thick typeldshedfini All other pans of building shear capacities,nardng requirements for structural to have regular i l2"sheelruck All walls to be taped antl finished members shall be doubled,or alternate connectors, such as shear plates,shall be used to maintain lead path 12) A11 roofwdhapitch less than eap Shall be is Fibedwithan Ire5Water nEPm GARAGE z� z� approved equal Flat roofs shall be applied wtlh a Fiberglas base sheet with an EPDM 2-When wall sheathing ( ./ 1\ R /\ �y torch down type material over ) giumbetinuous&shall be �►111��111 7TTT1!G mertibers,lhe tabulated number of mads shall be permittetl 13) All sill plates and wood in coated with concrete to be pressure treated 5111 plates to to be reduced all-16d nail per real be mstalled with a fears slit gaskol and cop-(-lex lermue smeld or approved equal SCALE I/4° > 1'0" DRAWN EsY: PH, I631) 285-2250 DATE February 28, 20 4 M, HAND F-MAIL. draw4u9sptonlrne.ri BOOMER RESIDENCE FeAeE 800 SALT AIRE WAY OF MATTITUCK, NY hO��pF SOUryol 0 Town Hall,53095 Main Road Fax(631)765-9502 P.O.Box 1179 G Telephone(631)765-1802 Southold,New York 11971-0959 c4UNi`I,� , BUILDING DEPARTMENT TOWN OF SOUTHOLD September 1, 2005 James Boomer 800 Saltaire Way Mattituck, New York 11952 RE: 10020 Soundview Ave, Southold TO WHOM IT MAY CONCERN: We are unable to complete your Certificate of Occupancy because of the following reasons: An application for Certificate of Occupancy is not one file. (Enclosed) No Electrical Underwriters Certificate on file. �l The check is (not on file) $25.00 No Health Department approval on file. No final inspection has been completed. No Plumber Solder Certificate on file. (All permits involving plumbing issued after 4/1/84) Final Town Trustee Approval BUILDING PERMIT: .3oQ 7 Z Thank you for your cooperation. SOUTHOLD TOWN BUILDING DEPT. BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: /,4'/04 APPLICANT: DATE SUBMITTED: /5/04 SCTM# DISTRICT: 1,000, SECTION: spo , BLOCK: _A , LOT: _ SUBDIVISION:LVA ADDRESS:&M CITZONING DISTRICT: �CONFORMING?kt) BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z / C/0 Z- , INFO /BP -Z/ C/0 Z- , INFO BP -Z/ C/0 Z- , INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED jib NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83 REQ. LOT SIZE: oC ACT. LOT SIZE:� REQ. LOT COV. _ACT. LOT COV. REQ. FRONT 3 PROP. FRONT -'0' REQ SIDE ACT. SIDE REQ. REAR PROP. REAR— REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: Aee- ,v ESTIMATED PROJECT COST: / ARCHITECT/R : WATER FRONT? 4LO DESCRIPTION: _ n^NEL # FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES ot(!!� (BED #): DTE: / / PERMIT#: TOWN SEPTIC RECEIPT: Y 00 NEW YORK STATE DEC: PRE-DEC 9/1/75 YES o DTE: / / PERMIT #: SOUTHOLD TOWN TRUSTEES: YES or DTE / / PERMIT#: TOWN ZONING BOARD APPROVAL: YES or DTE: /_/ PERMIT #: _J TOWN PLAN. BOARD APPROVAL: YES o DTE / 1 PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES or NEW YORK STATE CODE COMPLIANCE (SEEGE 2 . E or NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: rr9[ SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE SF)- ( j Od SF)= SFX $ =$ $�! +$ 75`0 +$ _ $ 3. ( SF)- SF)= SF X $ =$ +$ +$ = $ FINAL TOTAL: $ G A T NEW YORK STAVE CODE ZERIA: CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRIT Ground Snow Load: 45 Wind Speed: 120ic Design Category: B Weathering: Severe Frost Depth: 3 Termite: M-H Decay: S-M Design Temp: 11 Ice S eld erlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: c/ HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: / d DESIGN CRITERIA: ENGINEERE CRIPT l FULL FRAMING DESIGN ELEME HEADERS: Y/N WAL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS: Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: YIN DECO.: Y/N SNOW: Y/N SEISMIC: Y/N WIND: Y/N WINDOW AND DOOR SCHEDULE: MISSLP,,,TEST REQUIREMENT91&N EGRESS 5.WS LIGHT 8%VENT4%: NAILING/CONSTRUCTION SCHED /N MEANS OF EGRESS: Y/XX PLUMBING RISER DIAGRAM: Y/W/1� LOCATION OF FIRE PROTECTION EQUIPMEN : Y/ �9 TRUSS DESIGN: YO//A CERTIFICATION: Y/I / A ENERGY CALCS: Y/�QV� TOTAL COMPLIENCE? /N (RETURN TO PAGE ONE) M BUILDING PERMIT EXAMINER CHECK LIST DATE ISSUED: / /02 DATE REVIEWED: x/02 APPLICANT: mm DAT SUBMITTED: 9 L2 /02 l SCTM# DISTRICT: 1,000, SECTION: /00 BLOCK: , LOT: STREET ADDRESS: CITY: 774C SUBDIVISION: PROJECT DESCRIPTION: I i Qng� ESTIMATED PROJECT COST: ARCHITECT/ENGINEER: FAST TRACK? SINGLE & SEPARATE CERTIFICATION-REQUIRED? NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30, 1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83; ZONING DISTRICT: CONFORMING? REQ. LOT SIZE: ACT. LOT SIZE: REQ. LOT COV. ACT. LOT COV. REQ. FRONT PROP. FRONT REQ SIDE ACT. SIDE REQ. REAR PROP. REAR WATER FRONT? DESCRIPTION: PANEL #: FLOOD ZONE: , APPROVALS REOUIRED SUFFOLK COUNTY HEALTH DEPT: YES or NO, (BED #): DTE:—/—/ PERMIT#:R10- TOWN SEPTIC RECEIPT: Y or N NEW YORK STATE DEC: PRE-DEc 9/1/75 YES or NO SOUTHOLD TOWN TRUSTEES: YES or NO TOWN ZONING BOARD APPROVAL: YES or NO TOWN PLAN. BOARD APPROVAL: YES or NO TOWN HISTORICAL PRE (SPLIA): YES or NO NYS ENERGY: YES OR NO : EGRESS (18 H min.? 4 sq total) VENT (SQ. FT. x 4%) LIGHT(SQ. FT. x 8%) BUILDING PERMITS OPEN/EXPIRED: BP -Z/C/0 Z- , HAVE PRE CO'S : Y OR N BP -Z/C/0 Z- , NOTES: &M041 Z6A4-r FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE SF)- ( SF)= SFX $ =$ +$ +$ = $ SF)- ( SF)= SFX$ =$ +$ +$ =$