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Home My WebLink About31872-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEP~d{TMENT office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-33487 Date: 01/14/09 T~IS CERTIFIES that the building ADDITION Location of Property: FOX AVE FISHERS ISLAND (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 6 Block 2 Lot 23 Sulx~ivision Filed Map No. __ Lot No. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 27, 2006 pursuant to which Building Permit No. 31872-Z dated JUNE 28, 2006 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 ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR PER ZBA #5729 ISSUED 9/1/05, AND NEW YORK STATE PETITION #2006-0177. · ~ne certificate is issued to PETER F & HENRIETTA H SHERWIN (OWNER) of the aforesaid building. SuFFO~K~[RFi"fDEPAR~I~ENT OF ~J~{APPRO%rAL N/A BLRL-rKIC~J~ CERTIFIC~ NO. 3033715 08/27/08 PLf~4BBP~g CERTIFIC3~TION DASD 08/06/08 EMERY HEMES~_AY PLUMBING Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 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, properly 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 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 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 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, 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. New Construction: Old or Pre-existing Building: ? LocationofProperty: fi~.,/ tt~.~ .g flqr,2 Ce3 House No. Street Owner or Owners of Property: ~_~q-~c ;t~o~ ¥{,~a;;e_~-4o,,_ Suffolk County Tax Map No 1000, Section ~ Block Subdivision Permit No. ~1 ¢72Z Date of Permit. Health Dept. Approval: (check one) Filed Map. ~/~ ~/,//7~ d Applicant: Underwriters Approval: Hamlet Lot Lot: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ ~' ~ , O c~ Final Certificate: (check one) App[~an-t §ignature OF SOUTHOLD OFFICE OF BUILDING INSPECTOR P.O. BOX 728 ~ TOWN HALL SOUTHOLD, N.Y. 11971 TEL. 765-1802 CERTIFICATION Building Permit No. Owner Plumber (please print) (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this ~]q~ day of ~(513~1- , Notary Public,~)~[3~&J County BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD Of FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by N.m. ELECTRIC LLC PETER SHERWIN 6 FAIRWAY LANE FOX AVE OLD LYME, CT 06371, FISHERS ISLAND, NY 06390 Located at FOX AVE FISHERS ISLAND, NY 06390 Application Number: 3033716 Certificate Number: 3033715 Section: Block: Lot: Building Permit: 31872 BDC: ns11 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: First Floor, Second Floor, Third Floor, 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, of State Code Enforcement Department and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 2?th Day of August, 2oos. Name OTY Rate Ratin~ Circuits Tvm AdditionalCharges install lights in stair tower Wiring And Devices Fixture 5 0 Incandescent Receptacle 3 0 Gen, Purpose Switch 2 0 Gen, Purpose seal I of l This certificate not be altered in and is validated only by the of raised seal at the location indicated. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. (THIS BUILDING PERMIT PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 31872 Z Date JUNE 28, 2006 Permission is hereby granted to: PETER F SHERWIN 3 HANOVER SQUARE NEW YORK,NY 10004 for : ADDITION TO AN EXISTING SINGLE FAMILY DWELLING PER ZBA DECISION #5729, CERTIFICATION REQUIRED FOR ALL CONDITIONS OF THE NYS VARIANCE. at premises located at County Tax Map No. 473889 Section 006 pursuant to application dated MARCH Building Inspector to expire on DECEMBER FOX AVE FISHERS ISLAiqD Block 0002 Lot No. 023 27, 2006 and approved by the 28, 2007. Fee $ 150.00 Authorized Signature ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD . BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: ((~1) 765-9502 www. nortbfork.net/Southold/ PERMIT NO. BUILDING PERMIT APPLICATIO~ CHECKLIST Do you have or head the following, befor~ applying? Board of Health 4 s~ts of Buildthg Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Mail Phone: L ...... e STR C ONS / - ,~$ ~h~a~¢~ST ~ ~ompletely fi~ ~ by ~e~ter or ~ i~ ~d submi~ed to ~e Bu l~ag ~ or wi~ 3 Build~g Zone ~ee of ~e To~ of Sou~old, Suflb~ Count, New Yor~ ~d o~er ~pfi~bk ~ws, Or~ces or aumo~ed h,pecmn on p~mis= ~d ~ builmng for n~ss~ ins~tions. (As on the tax roll or latest deed) If applie.~mt is a corporation, signatm'e of duly authofizot 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: C~o-f,,t/,,.,'s ri) ..... /-e,'~ ~-'f Cce$ce,.~4 ,,q¢c- a,,,,aI /]¢e_- House~Number x Street Hamlet County Tax Map No. lO00 Section ~ ~ Block O~ Lot Subdivision Filed Map No. ~ Lot (Name) 2. State e~xisting use and occupancy of premises an? imended use and occuponcy of proposed construction: a. Existing use and oeeupaney ___CTS,5,, d[~,..a'J('- C I - b. Intended use and occupancy tO ~ ~--~dc.?~-( 3. Nature of work (ebeok which applicable): New Building Addition V~ Alteration Repair Removal Demohtion Other Work 4. tim dCo q3 oeo. oo Fee s (To be paid on fili~g this application) 5. If dwelling, number of dwelling traits --- Number of dwelling units on each floor If garage, number of cars 6. 1 f business, commercial or mixed occupancy, specify nature and extent of each tTpe of use. 7. Dimensions ofexistin~ structures, if any: Front '~0/Rear Height D ro Number of Stories Dimensions of same structure with alterations or additions: Front Depth _~ ~ / Height ~"1~ ~ Number of Stories 8. Dimenslons of e_nBetnew construction: Front ~'o5 Rear Height ~ Number of Stodes 11. Zone or use district in which premises are situated (~,o c~; ~.~_ .._;4 , 12. Does proposed construction violate an3., zoning law, ordinance or regulation? YES NO v~' 13. Wi]] lot be re-graded? YES NO ~" Will excess fill be removed from premises? YES NameofArchitect ~'kJ/cJ< k'~,.~ l., ~,J Address;.~oq' ~;*~/~ve__; ~(,.-PhoneNo Name of Contractor._~.~.,~-~m~,r~ 5zg~LAddress Phone No. 1 ~ a. ls this property within ]00 feet of a tidal wctiand or a freshwater wctiand? *YES NO v * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE~EQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO ~ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. Roar Depth 16. Provide survey, to male, 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 ~ ~..'~ ~r~ ~'x ~-~r~ ~-~, ~[xJ behlg duly sworn, depots and says that (s)hc is the applicam (Name of individual signing contract) abow named, (S)He is the Contxactor A enL~o~ Officer e , g k rp , tc.) of said owner or owners, mad is duly authorized to perform or have performed the said work and to make and file this application; '"r'"-C.---~-'"~ N~tary Public ' - - Signature of Applicm]t APPEALS BOARD MEMBERS Ruth D. Oliva, Chairwoman Gerard E Goehringer Vincent Orlando James Dinizio, Jr. Michael A. Simon http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTItOLD Tel. (631) 765-1809 · Fax (631) 765-9064 Southold Town Hall 53095 Main Road · P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex/First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF SEPTEMBER 1, 2005 ZB Ref. 5729 - PETER SHERWIN Property Location: Fox Avenue, Fishers Island CTM 6-2-23 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 I1 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 52,370 square foot parcel has frontage along three streets and is improved with a dwelling as shown on the October 21, 1988 survey prepared by Chandler Palmer & King. BASIS OF APPLICATION: Building Department's May 4, 2005 Notice of Disapproval, citing Zoning Code Section 100-30A.3, in its denial of an application for a building permit concerning a proposed observatory room above, the Zoning Code limitation of 2-1/2 stories of building area. The reason for the Building Inspector's disapproval is that the new construction constitutes a third story. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on August 18, 2005 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: The applicants wish to add an observatory tower/room at the west side of the existing dwelling with a setback at least 40 feet from the westerly property line. The height from ground to the top of the observatory addition is proposed at a maximum of 35 feet, and the floor of the tower room and stairway area will be 8' by 11' in size, and located above the 24 ft. existing height of the dwelling's roof, to the top of the ridge. No other rooms are designed within the proposed observatory tower room since the structure is designed mainly with access landing and stairway areas to reach the upper tower room. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: Page 2 - September 1,2005 ZB File No. 5729 - Peter Sherwin CTM 6-2-23 at Fishers Island 1. Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The applicant is proposing to construct an attached observation tower room to his home. Although the new construction witl not be habitable area, it will exceed the code limitation of 2-1/2 stories in height. The maximum height allowable is 2- 1/2 stories, and 35 feet in height measured from the natural ground. No testimony was received during the hearing to indicate the observatory would be an undesirable change in the neighborhood. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant is willing to install a comprehensive fire suppression system in the observatory addition, and with this proposal, the application is not detrimental to the immediate neighborhood. 3. The variance granted herein is not substantial. The new construction will contain a 8' x 11' room for observation purposes and will be less than 35 feet in height measured from the ground to the top of the new ridge construction. 4. The difficulty has not been self-created. 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 neighborhood. 6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an observatory tower/room, while 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-B, motion was offered by Chairwoman Oliva, seconded by Member Odando, and duly carried, to GRANT the variance as applied and shown on the February 1, 2005 drawings 1, 2, 3, 4, prepared by Nick Kuhn, Architect and the applicant's sketched location shown on the October 21, 1988 received May 19, 2005 by the Zoning Board of Appeals, subject to the following conditions: 1. Installation and proper maintenance of a comprehensive fire sprinkler system in the observatory tower structure, in operation 24 hours a day, seven days a week once the construction is completed and a Certificate of Occupancy has been granted by the Building Inspector. 2. The observatory area shall not be used for cooking, kitchen, or sleeping purposes. 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, setbacks and other Page 3 - September 1, 2005 ZB File No. 5729 - Peter Sherwin CTM 6-2-23 at Fishers Island features as are expressly addressed in this action. Vote of the Board: Ayes: Members Olive (Chairwoman), Orlando, Dinizio, and Simon. Member Goeh ringer.)This Resolution wasdu~ad~opted~4-0). VincC~-Orland~, Vi~;e ~a'~man~/~,,3/05 Approved for Filing (Absent was ED WHITE FIRE PROTECTION SYSTEMS LAYOUT SERVICES 797 New London Tpk Stonington, CT 06378 TEL. 860-460-3441 FAX 860-535-8427 Email edwhite797~msn.com Building Official Town of Southold New YOrk ' October 6, 2008 To the best of our knowledge, infomiation, and belief the sprinkler system installed at the residence of Mr. Peter Sherwin, Fisher's Island, N.Y., was designed in apparent accordance with the applicable requirements ofNFPA 13- D, "The Standard for the Installation of Sprinkler Systems in One- and Two-Family Dwelli~ngs and Manufactured Homes." ,Edward N. White, S. E. T. # 066727 05/07/2006 20::L3 8602467707 ~LSTATE FIRE SPRINK PAGE 01/01 FIRE SPRINKLER INC, ~ P,O. BOX 2350 (860J 246~-77 $outhold Building Dcp~k~Lent 631-765-9502 Southol~ NY Arm: pat Conklin Hartford, Connecticut · 06146 · FAX (860| 246-7707 Subject: Automatic Fire Sl~nklc~ System Re: Sherwin observation towe~, Fi~crs Island Pat Peter 3Jmrwin of Crescent Ave. Fishers Island ha, contacted us to install a limited fire sprinld~r system to his purposed observation tower. The ~:~tem consists of: 3. 4, 5. Installing upright sprinlder protection for 2 landings and thc main floor level of the towe~. Connecting thc new pitlL~g to the exiCdng water service in thc laomc. In,tailing a water flow switch for connection to local alarm 10ell. Installing a new do~:blc ch,~k valve backflow preventer with control valves. The inatallation (limited) will be installed in ar, cordan~ with NFPA 13 Standard 2009.. Edixlon. Please ~ lo not hesitate_to contact us if you ha~,~, any questions ,~;~:', H Forristall Certified ;m~l! 'lusJne*;s Enterprise Conn. Conc,'ac 'c :':; IJ6:~se #FI 0590 STATE OF NEW YORK DEPARTMENT OF STATI~ 41 STATE STREET .~..___.~ ALBANY, NY 12231-0001 GEORGE E. PATAKI In the Matter of the Petition of: Peter Sherwin For a Vadance to the New York State Uniform Fire Prevention and Building Code Upon the application of Peter ShenNin, filed pursuant to 19 NYCRR 1205 on March 8, 2006, and upon all other papem in this matter, the Department makes the following determination: NATURE OF GRIEVANCE AND RELIEF SOUGHT The petition pertains to an addition and alterations to an existing one-family dwelling, two stories in height, located at Crescent Avenue and Avenue B, Town of Southold, County of Suffolk, State of New York. The petitioner is seeking relief from: 19 NYCRR Part 1220, The Residential Code of New York State, Section R317.3, which requires that buildings having a height of three stories shall be equipped throughout with an automatic sprinkler system installed in accordance with NFPA 13D. [The petitioner requests a building having a height of three stories that is not equipped throughout with an automatic sprinkler system.] FINDINGS OF FACT 1. The building that is the subject of this petition is an existing two story dwelling. At this time, the petitioner proposes to add an observation tower, which will be three stories in height, onto the side of the existing building. 2. The new tower will have access to the existing building, and will not be separated by fire-resistance-rated construction, therefore it will create a three story building and will require the installation of an automatic sprinkler system throughout the building. The first and second stories of the tower are occupied by only stairs and landings to access the observatory located on the third story. 4. The petitioner proposes to provide at least one window in the third story observatory that will meet the requirements of Section R310 of the Residential Code for an emergency escape and rescue opening. CHRISTOPHER L. JACOBS DECISION PETITION NO. 2006-0177 WWW.OOS.STATIE.NY.US - E-MAIL: INFO~OOS.STAT£.NY.US Petition No. 2006,-0177 Page 2 5. The petitioner proposes to install a limited area automatic NFPA 13D sprinkler system throughout the proposed new tower. 6. The petitioner proposes to install hard wired interconnected smoke alarms that will be connected to the devices in the rest of the building and monitored by a central station supervisory service. 7. The petitioner proposes that any door leading from the existing building to the proposed tower will be at least a 45-minute fire-rated door assembly equipped with a self-closing device. 8. The petitioner proposes that the observatory on the third story will not be used as a sleeping room. 9. The petitioner argues that installing an automatic sprinkler system throughout the entire existing building would result in practical and financial difficulty. 10. The petitioner has proposed that the addition and alterations will meet all other applicable provisions of the Residential Code of New York State. 11. The local code enforcement official has been consulted in this matter and does not object to the granting of a routine variance under the provisions of 19 NYCRR 1205. CONCLUSIONS OF LAW Stdct compliance with the provisions of the Uniform Fire Prevention and Building Code would produce a negligible additional health, safety and security benefit to the occupants of the building. DETERMINATION WHEREFORE IT IS DETERMINED that the application for a variance from 19 NYCRR Part 1220, Section R317.3, to permit a building having a height of three stodes that is not equipped throughout with an automatic sprinkler system, be and is PROPOSED TO BE GRANTED with the following conditions: 1. That at least one window be installed in the third story observatory that will meet the requirements of Section R310 of the Residential Code for an emergency escape and rescue opening. 2. That a limited area automatic NFPA 13D sprinkler system be installed throughout the proposed new tower. 3. That hard wired interconnected smoke alarms be installed throughout the proposed new tower, connected to the devices in the rest of the building and monitored by a central station supervisory service. 4. That the observatory on the third story will not be used as a sleeping room. 5. That any door leading from the existing building to the proposed tower will be at least a 45-minute fire-rated door assembly equipped with a self-closing device. 6. That the addition and alterations will meet all other applicable provisions of the Residential Code of New York State. Petition No. 2006-0177 Page 3 This DECISION is issued under 19 NYCRR 1205.6. Unless objected to by the petitioner in a wdtinq received by the Department1 the decision shall become FINAL after fifteen days of receipt of the decision by the parties. This decision is limited to the specific building and application before it, as contained within the petition, and should not be interpreted to give implied approval of any general plans or specifications presented in support of this application. OA]-E: RAS:sg NYS DEPARTMENT OF STATE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATION Variance Attest List Petition No: 2006-0177 The persons below are advised to TAKE NOTICE of the attached document. The attached document pertains to a petition for relief related to code requirements. If there are any questions, call (518) 474-4073 and ask for the Variance Unit. Please refer to the petition number in all related conversations or correspondence with us. MICHAEL VERITY TOWN OF SOUTHOLD BLDG DEPT 53095 MAIN ROAD PO BOX 1179 SOUTHOLD, NY 11971 PETER SHERWIN 3 HANOVER SQUARE NEW YORK, NY 10004 03/09/2006 Page 1 of I TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DISTRICT SUB. LOT 0RMER, ~. ACREAGE S / W. TYPEOF BUILDING RES. LAND SEAS. VL. IMP. TOTAL FARM COMM. J IND. J CB. MISC. Est. Mkt. Value DATE REMARKS NEW NORMAL Farm Acre Tillable 1 rillable 2 Fillable, 3 Noodlond ~wampland 3rushland -louse Plot total BELOW Value Per Acre ABOVE Value FRONTAGE ON ROAD Extension Extension Extension I Bre~ze_w'~ Gorage Oo B. Porch i Driveway ~,¢¢,t~,~...f-I ~ath - F~llF,oors Interior Finish ¢/~ )f ? 'iRoofType Rooms 1st Floor ' / i Dormer j Rooms 2nd Floor, ~'~ ~: ~ RELOCATE 2,_7b~,, ~ AT 9 2'-7b~" TOWER FLOOR P~N (EL. 21'-4") MIN~: 2'-3~ MIN~ SCALE: bi" = 1'-0" FIRST FLOOR P~N (EL. 0'~") -/~J~ TOWER EAVE ~ ~0'-~" _ TOWER EAVE EL, ~0'-~" TO,~ER EAVE EL, ~0'-~" / ~LaUVER SIZE AND LOCATION --~ J /TgBE DETERMINED BY . ' . "/ / ,-- ,,/ /TO BE DETERMINED BY TO BE DETERMINED BY N /CONTRACTOR AND OWNER, , CONTRACTOR AND OWNER, ~ ~ ~ ~ ~ /CONTRACTOR AND OWNER, TOP OF TO~ER FLOOR EL, 2 '-4" , J ~ ___ TOP OF TO~ER FLOOR EL. 21'-4" TOP OF TOWER FLOOR EL, ~S'-4" ~ I1~ I J l AND DETAILS TO BE OETE~[NED STAIR RAIL[NO AN~ STAIR DESION ,, AND DETAILS TO BE DETERUlNED ~ BY THE CONTRAC[OR AND OWNER. J~ I[ ~~4" ~[N.) ~IIII[IlXX I IJ ~STA[R AND RAILINg ST'AIR A~D ~AILiNO -- . . TOP OF FLOOR EL, 0'-0'IlJ~ , ' Il ~l I ~1 TOP OF FLOOR EL, 0'-0" TOP OF FLOOR EL, 0'-0' (TO NATCH EXIST]NO) ~ ~ (TO MATCH EXISTINg) (TO MATCH EXISTIN8) ~ '- UNLAWFU ' ,LL, O ~ 8 )~C .DT( INTF ~TE FOUNDATION NEW '~ EX]ST[NO FOUNDATION FOUNDATION ,,',,~-,~.,m ~A~ '~o 4,r,~ o~ TH~ F,J~ LC ,'v~,s ~S'% .... DATE: 9/30/05 SECTION A FOUNDATION SECTION B SECTION C L ~c,~':,~o~,,. ~,) ~mc~ur~D F~.u~ .r~ ~, ,, ,~,~T~ SCALE: AS NOTED QUALITY CONTROL CERTIFICATION 3. INSULATION PROJECT~ 2005841 GROUP REVIEWED ~T~ 4. FJNAL - COt'r5 r~,JrTP.)N MUST ~HEET :ROJECT MANAGER ~ ~ BE COMPLEfE FOR G.O. / SURVEY ~¢ ¢ F ALL CONSI'pIJCTION SHALL MEET THI ,, ' REQUIEEMENTS OFTHECObESOFN~ ENVIRONMENTAL / YORK STATE; NOT RESPONSIBLE FOI C~VtL DES[GN OR CONSTRUCTION ERROR~ 1 OF STRUCTURAL ~, b~C 5 2005 ' ']~NDER~ITERS~t TI~IO~ ARCHITECTURAL 77 ICODES EACE OF EX/STING FNDN, WALL FACE OF EXISTING FNDN, WALL QUALITY CONTROL CERTIFICATION GROUP REVIEWED PROJECT MANAGER SURVEY ENVIRONMENTAL SIVIL STRUCTURAL ARCHITECTURAL WBx18 CONNECTION (TYP,) SEE DETAIL B ON SHEET EXISTING EXTERIOR WALL --STEEL SEAMS AT PERIMETER WBx18 PLAN AT TOWER EAVE (EL. 30'-3") SCALE: b4" = 1'-0" ¢ /~-...SUPPORTED ON STE BEAM 2 ~ ,--'STEEL SEAMS AT ~ ""~--STEEL TUBE COLt ~ BELOW WITH CON1 ~ BEAM OVER THE l ,~ 2~ WBxlB 2kj 8'-11/2'' "'"'~STEEL TUBE COL ;L PERIMETER TOP EXTENDING THROUGH PLAN AT TOWER FLOOR (EL. 21'-4") SCALE: U4" = 1'-0" EXISTING EXTERIOR WALL US FOOTING ING FOUNDATION WALL 8' -2 VERIFY IN FIELD 8~-11/2" STAIR SUPPORT POSTS 4'x4' MIN, --I0" FNDN. WALL. PROVIDE 2-#4 BARS TOP AND BOTTOM. TOP OF GRADE 6" MIN. BELOW TOP OF FNDN. WALL, O" WIDE x 1'-0" DEEP FOOTING CENTERED BELOW FNDN. WALL. HSS 4x4x~ COLUMN {4 LOCATIONS) SEE DETAIL D ON SHEET 3 FOR TYPICAL SHEAR WALL TO STEEL COLUMN CONNECTION PLAN AT FOUNDATION (EL. 0'-0") SCALE: STAIR WELL NEW DBL, ~3/4"xgb2" LVL TOP DF BEAM EL, 10~-~"± L EXISTING BELOW WALL ~ PULL DOWN ATTIC ACCESS DBL, 13q"X91/2" LVL TOP DF BEAM EL. 18'-7"± f DF TOWER ABOVE EXISTING EXTERIOR WALL 'R SHINGLES SAWN LUMBER PLYWO00 INTERIOR GYPSUM -- 7" NOT INCLUDING SHINGLES. PLAN AT NEW LVL SUPPORTS SCALE: Iq,, = 1'-0" SHEAR WALL SECTION F 7-Z SCALE: 1" = 1'-0" NOTE: SHEAR WALLS SHALL BE SHEATHED WITH U~ PLYWOOD SHEATHING IOR EQUIVALENT PS2-04 GRADED SHEATHINGI WITH BLOCK[NO ON BOTH SIDES OF WALL. PANELS SHALL BE FASTENED WITH tod NAILS AT ~" O,C, AT PANEL EDGES AND 12" O,C. AT INTERIOR SUPPORTS. EL BEAM WITH 2x6 NAILER BOLTED WITH 2 -U~" DIA, BOLTS AT 24" O,C, TOP OF STEEL BEAM EL, 29'-8" SEE DETAIL TO~ER EAVE EL. 30'-3" ON SHEET ROOF FRAMING BY CONTRACTOR '//~/~.~//./,~/,2'/' .J ON SHEET ~ ~ ~ ~WOOO FLOOR FRAMING / /BY CONTRACTOR / / / ~STEEL 8EA~ WITH 2x6 NAILER BOLTED / / /WITH 2 -b2~ DIA, BOLTS AT 24" D.C. / // TOP OF STEEL BEAM EL. 20'-9" T OPOFTOWERFL00REL. 2~'-~" ~//~~ EL, 18'-7"+~TOPOFLVLBE~M ~////~//// % / - TOP OF EXISTING RIDGE EL, CONNECTION BY ................. ~ BOTTOM OF CEILING EL, 16-E FABRICATOR SEE NOTES TOP 0F FLOOR. EL. 9'-5'~ ////////// ~W00D FLOOR FRAMING BY CONTRACTOR ~S~AI~ SUPPORT POSTS /4 x4 MIN. TOP OF FLOOR EL. 0'-0' (TO MATCH EXISTING) SEE DETAIL C% FSEE DETAIL C ' ~ DN SHEET ~ TOP DF FNDN. ~ ....... $9_&~E;LS_¢ d//~ %'-~ ................................................... TO BE DETERMINED IN FIELD~ ~ TOP OF EXISTING GRADE 1'-6"~ BELOW FNDN. WALL ~ ~ ~ ~8"AT CONCRETE12,, O.C. ~?BFRoMWITHBoTTOM ~ BARS ~OTTOM OF NEW FTG, COMPACTED ~'-0" MIN, BELOW GRADE I ~NEW GRAVEL FILL FOUNDATION I ~ EXISTING SECTION A FOUNDATION SCALE: I/4" = I'-0# DATE: 9/,30/05 SCALE: AS NOTED PROJECT~ 2005841 SHEET 20F3 /W TH 2 -I,'2" O A, BOLTS AT. 24" O,C, STEEL BEAM WITH 2X6 NAILER BOLTED-'-'~ /_TOP OF STEEL BEAM EL, 29'-8" WITH 2 -I.e" DIA, BOLTS A'[ 24" O,C.~ SEE DETAIL B ~...~/"' / ~ TOWER LAVE EL, 30'-3" TOWER LAVE EL, 30'-3" BY CONTRACTOR y ~ '"'"'-~.~-SEE OETAIL 8 THE OOVERNING BUILDING CODE AND OSHA REGULATIONS, SUPPLEMENTED BY THE CONTRACT DOCUMENTS, TH~ OOVERNINO BUILDINO CODE USeD~ ~ ON SHEET 3 ~/ ~/., / .~/,./w~./,//~/K/~.~ ~~ ......... ~ . ~ ON SHEET 3 IN THE STRUCTURAL DESIGN IS THE 2002 RESIDENTIAL CODE OF NEW YORK STATE, ~ r~ ~[/~/~l~.~ /~/~/~/~SEE DETAIL B SEE DETAIL B~ ~ / ~ 2 2, WHERE "DESIGNS" ARE REQUIRED OF THE CONTRACTORS BY THE CONTRACT DOCUMENTS, THE DESIGNS SHALL BE PERFORMED IN ~ ~ 2 ~ ~L.BE~,~,WITH 2xG NAILER ~,pLTED STEEL BEA~,WITH 2x6 NAILER ~,pLTED - 3. ALL DIMENSIONS, ELEVATIONS AND CONDIT'ONS SHALL BE VERIFIED IN THE F'ELD BY THE CONTRACTORS AND ANY DISCREPANCIES SHALL / ~/ 'z ~ ~ /TOP OF SELL BEA~ EL. 20 -9 TOP OF STEEL 8EA~ EL. 20 -9 ~ / //__ _x/~ CONTRAOTORS SHALL DETERMINE ALL NECESSARY DIMENSIONS, ELEVATIONS AND CONDITIONS REQUIRED FOR THE ACCURATE FABRICATION AND / SEE DETAIL A SEE DETAIL A~ ~////////~////////' ERECTION OF THE BUILDING COMPONENTS, DIMENSIONS AND ELEVATIONS NOTED IN THE CONTRACT DOCUMENTS AS (+/-) AND ALL FIELD CONDITIONS SHALL BE VERIFIED IN THE FIELD (V. hF. ) BY THE CONTRACTORS PRIOR TO THE SUBMISSION OF SHOP DRAWINGS, EL, ~8 -T ~ 5. DURING CONSTRUCTION. THE GENERAL CONTRACTOR SHALL LJ~[T AND CONTROL CONSTRUCTION LOAD[NO, INCLUDING BUT NOT LI~ITED TO: ~ATERIAL STOCKPILING AND CONSTRUCTION EQUIPMENT, TO ASSURE THAT OVER-STRESSING aB DAMAGE TO ANY STRUCTURAL ELEBENT DOES NOT CONNECTION BY L FABRICATOR x///~/////~H Z ~OOD POST EXTENDING ~ SEE NU~D 6, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING AND SHORING THROUGHOUT THE CONSTRUCTION. TOP OF LVL BEAM x ~ ~, SHOP DRAWINGS ARE REQUIRED FOR STRUCTURAL STEEL, EL. 10'-1"+ x ~, CHECKED SHOP DRAWINGS, FIRST REVIEWED AND APPROVED BY THE GENERAL CONTRACTOR, SHALL BE SU8M[TTEO TO THE ENGINEER FOR SUPPORT LVL OU~ ENGINEER REVIEW AND CO~MENT BEFORE FABRICATION, OR DELIVERY OF MATERIAL. EXISTING WALL ~ ~ /////// ///////////~ /' ~//////////~ TOP OF FLOOR EL 9'-5" TOP~ FLOOR'L, 9'-5"~ ~, DESIGN DATA ~/////////~l~ N N N N N N ~ U N N ~ ~ ~ - T ~- ~/////~, 1, THE VARIOUS PORTIONS OF THE STRUCTURE ARE DESIGNED TO CARRY THE FOLLOWING LIVE LOADS IN ACCORDANCE WITH THE GOVERNING ///////////~jj /TO SUPPORT ~EW LVL'S. FLOOR LIVE LOAD: qO PSF EXISTING INTERIOR WALLS~ SEE DETAIL B NOTE. /////////// GROUND SNOW LOAD: 45 PSF ///////////~ /PLACE ~-2x4 s IN WALL, TO SUPPORT,NEW L VL'S,~ ~////////~' WIND SPEED: 120 ~PH ///////////~J~l ~WDOD FLOOR FRA~ING -- WIND I~PORTANCE FACTOR: 1 ///////////~J ~S~AI~ SUPPORT POSTS ~ ('x4" ~IN. ~,~////////~, //////////~ ~"x~' ~N,. z. ~H~ ~OO~V~mUSg~Ag'LaAD~a~TmNS a~O Ps~TH~ ST~U~TU~ A~ O~S~N~ ~ CA~Y ~H~ ~aLLOW~N~ ~A~ LOAgS: j . , SEE DETAIL C- ///~///~, ~ ~... '//////////~/~ ~ ~ BUA~L ~ T~p a~ rLOa~ EL. 0'-0" T~p OF rLoa~ ~L ¢-o' .,, ~.~ ~ ~//~/~ ~ SEE ~mL ~ FLOa~ gEA~ Lg~: ~0 PSF ON (Ta ATCH aUNgA ONS SLABS - . ~ ~ N~ ~bz DIA. LALLY NEW ~U~" DIA. LALLY ~ ~. ALL FQOT~N8 ~XCAVATiONS SHALL BE Tg NATgRAL, gNglSTgRBED. SgiL HAVINg A ~[N]~U~ BEARIN8 CAPACITY O~ ~ TONS PEB S~UABE ~ / CaLU~N AT LVL ~gLU~N AT LVL ~ ~ rDOT. AT rOOTIN8 LOCATIONS ~HERE UNSUITABLE ~ATE~IAL IS EN~OBNT~ED, THE UNSUITABLE ~ATEBIAL SHALL BE ~E~BVED ANg REPLA~ED ~ ~" CONC~WE SLAB ~nH ~ BA~S / ~EACTmNS, ~A~TmNS, ~ 8" ~aNC~T~ SLAB ~TH ~ ~~ ~T~ LEAN ~aNC~TE a~ ~O~PA~T~D ~AWL. ~F ~E~Um~D, THE SUBO~A~E S~ALL ~ ~O~A~TEO T~ A ~mmu~ o~ ~ ~ UNiT D~NSm. Z , ~~Ca~ACT[g ~BAVEL HLL CO~ACTEO ~AV~L HLL~ - ~ ~' ALL ~ONC~T~ FO~ US~ iN ~agNDAT]ONS AN~ SLABS SHALL HAW A ~NmU~ ~O~P~ESS~W SmENSTH ~ ~OOa PSI AT ~B DAYS. ~E~~ ~ TOP ~ SLAB. -~"-0"+ TOP g~ S~B. -? -0 ~ ~ NE~ ~ ~ FOUNDATIONIJ J ~ FOUNDATION 4, ALL REINFORCING SHALL HAVE A ~INI~U~ COVER OF 2 INCHES, UNLESS OTHERWISE NOTED, SPLICE LENGTHS AND ~ E~BED~ENT LENGTHS SHALL BE PER THE ACI-318 SPECIFICATION, _2'_O'xZ'-O"xl'-O" FOOTING 2'-O">xZ'-O"xl '-0" FOOTING ~ EXISTING EXISTING WITH 3-N4 BARS EACH WAY WITH 3-N4 8ARS EACH WAY FOUNDATION 5, COORDINATE UTILITY PENETRATIONS THROUGH FOUNDATION WALLS WITH OWNER, z ~~ FOUNDATION 3" COVER FROM BDTTO~ OF FTC, 3" COVER FRO~ BOTTO~ OF FTC, SEOTION B 8LOTION 0 6, ANCHOR BOLTS SHALL BE hz" DIA. WITH HOOK AND BE SPACED AT 30" O,C, AND A ~INIWUW OF 12 IN, FRO~ BUILDING CORNERS, ANCHOR BOLTS SHALL CONFOR~ TO AST~ A307 AND SHALL BE GALVANIZED IN ACCORDANCE WITH ASTW A153 SCALE: Iq. = 1~_0,~ SCALE: Iq. = 1~_0. STRUCTURAL STEEL 10" 1, ALL STRUCTURAL STEEL SHALL CDNFOR~ T~ THE FOLLOW{NG REQUIREMENTS: . . STRUCTURAL SHAPES: AST~ A992, GRADE 50 Z 1" THICK BASE PLATE WITH HSS TUBING: AST~ ASO0 GRADE B: Fy = 46 KSI (~IN) b'~ I ,' ~7~B" DIA. ANCHOR BOLTS ANGLES AND PLATES: AST~ A36 /WITH~SqG" DIA, HOLES BOLTS: STEEL TO STEEL - ASTM A325 HIGH STRENGTH - /(3 LOCATIONS) STEEL ANCHOR BOLTS: AST~ F1554 GRADE 3G ~ ~- I /~ . 2, ALL STRUCTURAL STEEL IS DESIGNED BY ALLOWABLE STRESS DESIGN {ASD) METHOD, ALL CONNECTIONS SHALL BE STANDARD DOUBLE _BBB"_, -~~~ J ~ ANGLE CONNECTIONS WITH A ~INIMU~ OF TWO BOLTS, UNLESS NOTED OTHERWISE, z 25x~' 4" ~162'' ~ ~ ~ ~ '~ ~ ~ ~, ALL STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE LATEST EDITION OF AISC "DETAILING FOR STEEL CONSTRUCTION", THE . ~ ~ _ i l' DETAILING SHALL INCORPORATE ALL CLEARANCES NECESSARY TO PRODUCE PROPER ERECTION, CONNECTINO AND FIT-UP, z ~ ~ ~ 4. ALL CONNECTIONS SHALL BE DESIGNED BY THE FABRICATOR IN ACCORDANCE WITH THE APPLICABLE AISC "MANUAL OF STEEL ~ I ~ ~: ~ CONSTRUCTION" ASD, NINTH EDITION, '~--- ~¢~1:~ ~' e~q,, 5. 2%. '~ > ~ ~,~rr ~ ~ ~ .~lq,, 5, ALL WELDING SHALL CDNFOR~ TO THE REQUIIRE~ENTS OF THE A~ERICAN WELDING SOCIETY (AMS) STRUCTURAL WELDING CODE D1,1, LATEST ~ ..... 10. ~ ~ EDITION. ~INIMU~ YIELD STRENGTH OF ELECTRODES, 70 KSh ~2-5~" DIA, BOLTS WITH b,, ~2x6 WALL WITH PLYWOOD ON BOTH SIDES 6' ALL STEEL EXPOSED TO WEATHER OR ~OISTURE, WHETHER NOTED AS SUCH IN THE CONTRACT DRAWINGS OR NOT, SHALL BE GALVANIZED JN ~~' ~_ /'~.m'~OIA. HO.ES ~STUD WALL ~ / .S~,PLANFORCDNSTRUCTION ACCORDANCEWITHAST~MZ~. HSS ~x~ COLU~N~ i ~, ALL INTERIOR STEEL SHALL BE SHOP PRI~ED. COORDINATE WITH OWNER IF STEEL IS REQUIRED TO BE PAINTED, j j lc" CAP PLA E Db/' Ji I, ,,- ~--~ ~ ~ ~. ALL DIMENSIONAL LU~BER SHALL BE DOUGLAS FIR NO. 2 OR BETTER: Fb =850 PSI Fv =80 PSI E =~.4 EG PSI ' ]~ / JJ~W ~~ ~ 2, ALL LAMINATED VENEER LUMBER (LVL)SHALL MEET THE FOLLOWING CRITERIA: Fb =2600 PSI Fv: 285 PSI E=l,DE6 PSI ~ULTIPLE 8 BEAM~ SILL qx4 COLUMN , ~ ~ , .., . ~ ~x4. ~,_0. ~ HSS ~ PLY BEAMS SHALL BE FASTENED IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN SPECIFICATION. ~ ,~ ~ 3 ~x~ 2x ~ ANGLE ~q" DIA, BOLTS AT O,C, -~" ~~2-~C4'' DIA, EOLTS WITH Uz" LAP ~ ~r,';' ',:~ TO ATTACH WOOD STUDS 4, SIMPSON STRONGTIE H1 HURRICANE CLIPS (OR EQUIVALENTI SHALL BE PROVIDED TO CONNECT ROOF RAFTERS TO THE OP PLATE. SIMPSON H[LES i, ', , TO HSS COLUMN. STAGGER STRONGTIE LSD26 CONNECTORS (OR E~UIVALENT} SHALL BE PROVIDED TO CONNECT ROOF RAFTERS TO THE RIDGE BEAM, o WB BEAW - BgLTS IN OPPDS[TE gI~E~T[ONS, 5, ALL SlWPSON STRONGTIE ~ONNE~TORS SHALL BE INSTALLED IN STriCT ACCORDANCE WITH THE ~ANUFACTU~EBS W~ITT~N SPE~IFICATIONS. DETAIL A DETAIL B - UOUENT OONNE(',TION (~) DETAIL 0 - BASE P~TE BEOTION O~ - ~PIOAL SH~ WALL ~ ~ ~ ~ 8~ ~, L~ ~ ~ ~,~, DATE: g/~O/05 SCALE: ~"= ~'-0" SCALE: ~"= ~'-0" S~ALE: ~"= ~'-O" TO STEEL OOLU~N OONNEOTION NOTE: SgALE: ~" = ~-0" SCALE: AS NOTED QUALITY CONTROL ~E~TIFJCATION SIMILAR DETAIL FOR LVL SUPPORT. CUT HOLE IN EXTEriOR WALL TO AC~OWADATE NEW EVE BEA~S. FIELD WELD A / ~RouP ~EVIEWED gAT~ ~I/~#X~I/2"XSq~"X4" ANGLE FOB THE LVL's TC BEA~ ON ~OJE~T ~ANASER ~ io(~ WiTH 2_llq~' DIA. HOLES FO~ 5x8" DIA. WIG BOLTS INTO ~URVEY THE BOTTO~ OF THE LVL'8. SHEET SNVIRONU~NTAL 31V~L STRUgTURAL ARCHiTECTUrAL