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Home My WebLink About26520-Z FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Ha11, Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 26520 Z Date MAY 24, 2000 Permission is hereby granted to: WILLIAM ACKERMANN & ORS . PO BOX 487 CUTCHOGUE,NY 11935 for TO DEMOLISH AN EXISTING TWO STORY SINGLE FAMILY DWELLING AS APPLIED FOR. at premises located at 13936 CR 4:8 CUTCHOGUE County Tax Map No. 473889 Section 108 Block 0003 Lot No. 007`- 5 pursuant to application dated MAY 1, 2000 and approved by the Building Inspector. Fee $ 271.00' A h ized Signature ORIGINAL Rev. 2/19/98 BOARD OF HEALTH . . . . . . . . . . . . . . . FORM NO. 1 3 SETS OF PLANS . . . . . . . . . . . . . . . TOWN OF SOUTHOLD SURVEY BUILDING DEPARTMENT CHECK . . . . . . . . . . . . . . . . . . . . . . . . . TOWN HALL SEPTIC FORM . . . . . . . . . . . . . . . . . . . SOUTHOLD, N.Y. 11971 TEL: 765-1802 NOTIFY: U CALL Examined.................. 20.... / qq MAIL TO: �1(.� Approved......... ....., Permit No. �5 AO ... ...�]) ........... .. Disapproved a/c .................................. .IS�.V i(I V.If.9-b I .(Buildi. .nspector) �1 -FIE-, ._. ' APPLICATION FOR BUILDING PERMIT } !Ll" �UI�Y .. IM JDate. . . . . . . . . . . . , 20160. INSTRUCTIONS a. TtS s`appl cat'iaq�mist be',completely filled in by typewriter or in ink and submitted to the Kiilding Inspector 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 pul)lic streets or areas, and giving,a detailed description of layout of property must be drawn on the diagram which is part o this application. c. The work covered by this application may not be ccumenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Suc 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 whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATIGti IS HMW MW 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 code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ...� .. .... ...... ... . . (Signature of applicant, or name, if a corporation) (Mailing address of applicant) I�n State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plmnfier or buil ......... .................................................................................. .. .... .. Name of owner of premises .....At L.a. ..... . ... .... . . . ..... . (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. ......................................................... (Nae and title of corporate officer) Builders License No. .................A....... Plumbers License No. Electricians License No. Other Trade's License No. .................... 1. Location of land on which proposed work will be done...................................... ... ....... ..... ....... ...... .......... U' ' �. ...........�?.!? C c? ..... House Number Street Hard et Canty Tax Map No. 1000 Section ... 1 b........ Block '........... Lot ...6 ....... Subdivision ....................................... Filed Map No. ............... Lot ................ (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Fxisting use and occupancy ° y, S li� b. Intended use and occupancy . , .... .............. ' '�4?"i`�a�lfl.i: .. ... Ow ;1's3f'08-12 a v.cw 3. N►ture of work (check wl►id► applicable): New Building .. Addition .......... Alteration .......... Repair .. ...... .... Removal ............. Ilemlition .... ... Other Work .................................. (Description) 4. Estimated Cost . . . ...................... fee .............................................. (to be paid on filing this application) 5. 1 f dtrl l ing, mvii►er of dwelling units ....... Number of dtaelling (nits on each floor ... ........... Ifgarage, rnr6er of cars ...... .............. .. ....... G. If )xishw ss, commercial or mixed occupancy, specify nature and extent of each type of use...................... Vo 7. Dimensions of existing structures, if any: PYont..C>.�o: ..... Rear �. ,,.. Depth ..Ijj............ height .... ..................... Number of Stories .................. Dimensions of same structure with alterations or additions: Front ............... Rear ............... Depth .................... Height .................... Number of Stories ............... 8. Dimensions of entire new construction: Front ................ Rear ............... Depth .............. llengl�t ......................... Number of Stories ..................... 9. Size of lot. front .................... Rear ..................... Depth ............. I0. Date of ftrrchase .3 ........... Name of Donner Owner 2��2.�.`,..1��w�"��...... r- II. Zone or use district in which premises are situated .` L,.\v ....... .. . 12. Does proposed construction violate any zoning law, ordinance or regulation: ... ............... 13. Will lot be regraded .................... Will excess fill be reunved from premises: YES NO { 14. Names o f. (leaner of premises ..�L L U. ..(..A"0 Address ..��. Phone No. ? 3^. Mare of Architect .........................�.C1...... ress......Qa.�D6C)L .. .. Phone No. .............. N-me of Contractor .. Address ........Phone No. .............. 15. Is Lhis property within 300 feet of a tidal wetland? * YES .......... NO L,� R-XMYX-D 1U%N 'IRUSIL-S PERfIT MAY BE. RC.qUIRED. . PI.O'r DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and indicate all set—back dimensions fun property lines. Give street and block number or description according to deed, and show street names and indicate whether interior or corner lot. Sfn'lii ()I-. ww Y(w' SS SUJNIY (XI ..... . . ..... ...... . .... ......... . ... .... ...................................being duly sworn, deposes and says that he i.s the applicant (Mane of irxlividual. signing contract) above n rrm , ie is Lhe (C(xrtracLor, agent, corporate officer, etc.) - •.. .• ..-" :)f: said owner or om)ers, arxl is (hely authorized to perform or have performed the said work and to make and file this 'ipplLhatLhe wo that al.l. sLatomnts contained in this application are true to the best of his knowledge and belief; and Lhat Lhe work will. l)e per.fonned in the manner set forth in ille application filed therewith. ern Lo before me t.h i s ......./.... . ....(la of // ... ...........2.0. 0 Notary Publi .. .... �..... . ELIZABETH A STATHIS (Signature o pp cant - - NOTARY PUBLIC,State of New York No.01 ST6008173,Suffolk Cou�rty Term Expires June 8.20® `r _ Medenbach & Eggers NOV P `! lvQV 2�QQ �_._. - — Civil Engineering and Land Surveying P.C. -� 4305 US Highway 209 Fri��. y'n,%c,7--I i j T!i D__ Stone Ridge,lVew York 12484-5620 Barry Medenbach,P.E. N.Y.Lic.No.60142 Phone(9)4)687-0047 William R.Eggers L.S. NJ.Lic.No.27646 FAX( 4)687-4783 N.Y.Lic.No.49785 OUR NEW AREA CGDE IS 845 October 27,2000 Lee Skolnick Architect&Design Partnership 7 West 22nd Street New York,New York 10010 Attn: Margaret Garcia Re: Manor Hill Vineyard-Ackerman Residence,Town of Southold, Eastern Long Island -Structural Summary Report Dear Ms. Garcia, As requested we are supplying the following Structural Summary Report.At the Ackerman Residence we have followed the Code Rules and Regulations of the State of New York. In determining the maximum live loads that would be applied to the building structure,Table I-803 "Uniformly Distributed and Concentrated Live Loads for One and Two Family Dwellings"was used. The first floor of the building is designed for a live load(LL)of 40 psf,while the second floor is designed for a LL of 30 psf. The attic is also designed for a LL of 30 psf. The following tables summarize the full loadings: ?Floor Dead Load 3/"Stone Slab Tile= 11 psf 1"Mortar= 12 psf 1"Plywood=3 psf TJI Joists=3 psf %Z"Sheetrock and liis=2 psf Total I'Floor Dead Load=31 psf 2nd Floor Dead Loads 1"Wood Flooring=4 psf Underlayment= 1 psf 1"Plywood—3 psf TJI Joist=3 psf Total 2nd Floor Dead Load= 11 psf pa '�• 2 aF 3 Roof System Dead Loads Cedar Shingles=3 psf Purlins @ 6"OC= 1 psf Sheathing=3psf TJI joists=3 psf Total Roof Dead Load= 10 psf Floor Area DL LL SL WL TL 1St Floor 31 40 71 psf 2"d Floor/Attic 11 30 41 psf Roof 10 - 30 14 54 psf The roof system has a total dead load of 10 psf.The horizontal snow load(SL)for the Town of Southold,Long Island is 30 psf as determined from Section 803.3 of the State Code Rules. The wind load is based on the worst case roof pitch(7/12)and is 14 psf upward and downward. Combining these loads gives a total load of 54 psf. The foundation design is based upon the soil bearing strength. The soil bearing was determined by standard penetration tests (SPT)using a split-spoon sampler. The soil was generally classified as a poorly graded fine to medium sand with a relative density of approximately 85%(from Holtz and Gibbs, 1979). The phreatic surface was found to be 32'below the ground surface. A design bearing strength of 2500-3000 psf is being used for the foundation design and was provided by Hayduk&Naylor,P.C.This design strength has a factor of safety of approximately 5,which is typical for buildings with a large footprint. Three main foundation wall sections are proposed; one 18"wall with a 36"wide footing, one 12"wall with a 24"footing, and one 8"wall with a 24" footing.All of which have reinforcement steel and temperature and shrinkage steel. One part of the foundation is at a full depth of up to 10',while another section is a 4' crawlspace with a"rat slab".Interior piers throughout the foundation are either 30"square or 24"square. The first floor system is comprised of TJI joists that are supported by W-shape steel I-beams. The following table summarizes the first floor system: Joist Tye Spans up to Max. Deflection TJI 150, 117/8" 12.5' 0.21" TJI 250, 14" 16' 0.33 I-Beam Size Spans up to Linear Loading Max. Deflection W 14x22 13.5' 1063 plf 0.22" W14x34 21' 852 plf 0.55" The second floor system is also TJI joists that are supported by W-shape steel I-beams. For both floor systems the joist deflection was kept to a maximum of L/360 for the shorter spans and L/480 for the longer spans,in order to reduce the occupants' feeling of a"springy"floor. All members were checked for moment capacity and shear capacity in addition to the deflection check.The following table summarizes the second floor system: Joist Tye Spans up to Max.Deflection TH 120TS 9.5" 13' 0.26" TH 550, 117/8.... 20' 0.33 TH 55 14" 24' 0.61" I-Beam Size Spans up to Linear Loading Max. Deflection W14x22 13 1555 plf 0.22" W14x34 21' 841 plf 0.31" W14x38 27' 820 plf 0.88" Roof Trusses The roof system is comprised of the main entrance area using pre-fabricated heavy timber trusses, and the areas to the sides of the main entrance built with tradition rafters and collar ties. 2x12's at 16"oc are proposed for the rafters.The heavy timber trusses will be placed at 10' OC with a ridgepole between the trusses with rafters laid onto the ridgepole. The load from the rafters will transfer to the ridge pole and produce a point load at the top of the truss of approximately 9000 lbs.The loading along the ridgepole is 900 plf and 450 plf along the rafter end beam.A point load of 4500 lbs from the rafters will transfer to the bottom of the truss at the support. The trusses will be pre-fabricated for a point load of 9000 lbs at the peak and a load along the bottom cord of 10 plf for lighting or fans.An additional collateral load of 6 psf has been included in the roof loading for any additional fixtures that may be applied to the interior ceiling.A professional engineer and the manufacturer will certify the trusses. A detailed foundation plan and structural framing plans are currently in progress at our office. Please feel free to call our office if you have any comments,questions,or need additional information. Sincerely, Barry-Mede ach Civil Engineer,P.E. NYS License 60142