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HomeMy WebLinkAbout28551-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-29215 Date: 01/27/03 THIS CERTIFIES that the building ACCESSORY Location of Property: 6425 INDIAN NECK LA PECONIC (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 86 Block 6 Lot 21 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 10, 2002 pursuant to which Building Permit No. 28551-Z dated JULY 11, 2002 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 ACCESSORY THREE CAR GARAGE AS APPLIED FOR PER ZBA #4987 DATED 9/20/01. SEE ATTACHED CONDITIONS. The certificate is issued to ELLSWORTH BAYLIS JR (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 70549C 12/31/02 PLUMBERS CERTIFICATION DATED N/A c A ori ed Signature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 28551 Z Date JULY 11, 2002 Permission is hereby granted to : ELLSWORTH JR BAYLIS PO BOX 168 PECONIC,NY 11958 for . CONSTRUCTION OF AN ACCESSORY GARAGE AS APPLIED FOR AND AS PER ZBA CONDITIONS at premises located at 6425 INDIAN NECK LA PECONIC County Tax Map No. 473889 Section 086 Block 0006 Lot No. 021 pursuant to application dated JULY 10 , 2002 and approved by the Building Inspector to expire on JANUARY 11 , 2004 . Fee $ 175 . 80 Aut or ' eggnature ORIGINAL Rev. 5/8/02 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,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 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- $25.00 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. l Z` I G— e��-Z_ New Construction: X Old or Pre-existing Building`: (check one) Location of Property: A House No. Street Hamlet Owner or Owners of Property: 1! VQDA=iA TALALJ Suffolk County Tax`` A Map/�No 1000, Section g Block A Lot " �t Subdivision Filed Map. ti!Q Lot: Permit No. 2?{�l F Date of Permit. �7 - f ' tf7_ Applicant: T�Tc_-L_ f�l Health Dept.Approval: &/AA Underwriters Approval: L��� AP 7 A Planning Board Approval: I�t . Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ o �Q �J co3a7� A p 'cap at 'e hi as hi 5"W Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application Number 12/31/2002 375 Dunton Avenue 70549C East Patchogue, New York 11772 (631)2866642 r Issued To: Baygis Street: 6429 Indian Neck La Villige: Peconic Zip: 11958 Town: Southold Section: 86 Block: 6 Lot: 21 Contractor: Celi Electric (L) Lic. # 1022-E Was examined and found to be in compliance with the National Electrical Code. ❑ Commercial ❑ NV Defects ❑ Pool ❑X 1st Floor X Indoor ❑ Basement ❑ Hot Tub X❑ ResidentialX❑ Det.Garage ❑ Attic ❑ 2nd Floor 0 Outdoor ❑ Addition ❑ Survey Switches Receptacles Fixtures GFl Heaters A/C Fans 4 7 3 Dishwasher Washer/Amps DryedAmps Oven Range/Amps Microwaves Furnace Oil Gas Circulators Smoke Detector Bell Transformer Meter Amps Phase UG/OH Jacuzzi Television CO Detector 1 100 1 0 / Bldg. Permit., Other Equipment 1-12 Circuit w/main 4 Hugo S. Surdi President Rough Inspection: 12/24/2002 Inspector: Ed Scavelli Final Inspection: 12/24/2002 Inspector: Ed Scavelli This certificate must not be altered in any manner. Inspectors may be identified by their credentials. ' APPEALS BOARD MEMBERS gyfF©("rL+ Southold Town Hall Gerard P.G Diniger,Chairman r�°� 53095 Main Road Jamess I)inrzio,lr. P.O.Box 1179 Lydia A.Tortora Southold,New York 11971-0959 Lora S.Collins • ZBA Fax(631)765-9064 George Horning y'�O1 ����" Telephone(631)765-1809 BOARD OF APPFAl[C TOWN OF SOUTHOLD FINDINGS,DELIBERATIOWAND DETERMINATION MEETING OF OCTOBER" 42004 Appi,No.4987- ELL.SWORTRBAYLIS,JR LocalSon,of Propert t .6425-Indian Aleck Lane;Paconic ;,1000 86 6 21 Date'of Pubilc Hearing: Septemtiel•20,;2001 , FINDINGS OF FACT .PROAERTY FATS• The,subject property (hereinafter+cagBd Lot 21)is an unimproved:lot in Peconic, 50 feet wide and with average depth of 224 feet, for a total area of 11,214.24 sq. ft. There are two metal'I beds•and a frame shed at the north end of the lot. A dirt lane crosses tot 21 giving access to two interior tots: SCTM 1000-86-6-22, immediately to the north(Lot 22)and SCTM 1000-65-6-23;further north(Lot 23). BASIS OF APPEAL. Building Department Notice of Disapproval, dated-October,31, 2000, denying a permit to.;bull d a garage/storage building on Lot 21 because such a structure is not a Permitted primary.use under Code section 10031A. RELIEF REO E$TED:Applicant requests Board action regarding a new garage/storage building on Lot 21 accessory and incidental to the applioanVS residence on Lot 23,!Block 6. REASONS FOR BOARD ACTION. DESCRIBED BELOW On the basis of testimony Presented, materials subm'ttt cl and personal inspection,the Board makes the following findings: 1.Applicant also owns Lot 23,which is separate4 from his Lot 21, by Lot 21. His house is on Lot, 23, but ;applicant statesthat there is insufficient room there for a'needed garagelstorage building. Therefore,he wishes to erectthe building on Lot 21. 2.If app cant were to.bujkia dwelling on Lot 21,the garagelstorage building would be a PQ 0,-1cssory use. Howevar,applicant has no need for such a dwelling and no desire to build one, Applk antWants t©treat Lot 21 effectively as part of Lot'23 and build on it a structure ac cry to bits dwelling on Lot 33. 3.A dire lane•from Indian Neck Lane runs across Lot 21 to give access to Lots 22 and 23. Although xtps lane gonnects Lots'21 and 23,they are ndtcontiguous: 4 App l cams situation is very unusual. W.ithout,�ellef, he.will have.a vacant;parcel (Lot to) serer g r c purgo ,and lie,will remain without a garage. The;Board desires to enable him to'construct;-hie e/storage�iuilding as, in effect, a .accessory to his dwelling on Lot 23. Such c ' #nrotiori n-trot 21, subject to the conditions set forth below; Will;not.produce an undesiree'cYfangelin.ttie character of the neighborhood or detriment to nearby properties RESOLtIjj6 TION- On'.motion by Member Collins,seconded by Member Dinizio,it was to i kit i Page 2—October 4,2001 Appl.No.4987—E.Baylis 86-6-21 Soulhold Town Board of Appeals RESOLVED,thakthis:l3oard cpproves$he-application as applio"pr,.for 04140*00172" building on Lot 21,subject to the following CONDITIONS: 1.The garagelstorage building shall be a one-story structure,measuring no more than 22 z 38 feet, supplied with electricity but no other utility, and set back at least 50 feet from Indian Neck Lane and at least 5 feet from the easterly lot line. Drywells shall be adequate to contain runoff from the building. 2. Prior to the issuance of a building permit for,the proposed structure,,applicant shall submit to this Board for Its,r+eview, a copy of.covenants to the deeds to,Lots 21 and 23,dyiy executed and filed with the Suffolk County Clerk, imposing the following constraints on Lot 21 and Lot 23 and providing that such covenants are enforceable by the.Town of Southold:. A. No structure may be erected at any time on Lot 21 other than this one-story garagelstorage building no greater than 22 x38 feet in size. B. Lot 21 may be transferred only in a transaction in which tot 23 is transferred,and only to the transferees of Lot 23 in such transaction. C. Lot 23 may be transferred only in a transaction in which Lot 21 is transferred,and onlyy to the transferees of Lot 21 in such transaction. The intent of this Condition 2 is to prohibit construction of a dwelling on Lot 21,to allow the.construction on it of.a building that-will effectively be an accessory to the residential use on. Lot 23,and to permanently link Lots 21 and 23(which are not contiguous). 3. That when a Certificate of Occupancy Is issued for this garage building, that the Building.Department include in writing all of the above conditions. This action does.not authorize or condone any current or future use,setback or other; feature of the.subject property that violates the Zoning Code, other.than such uses, setbacks, and other features as are expressly addressed in this action. Vote of the Boas-illenl am Goehringer(Chairman),Dinizio,Tortora,and.Collins,, (Member Ho, g oo F! c7s bsent.) This Reso as duly SOUTI�jOLl) T05.2II CLEt1K . 16 I °1'a IDA Gerard P.Goehringer, Ch rnnan ! TownG7sxk, Town of 5outbol t 1 7011"No W 1 -, ,Y APPEALS BOARD MEMBERS pFFO( Southold Town Hall Gerard P. Goehringer, Chairman �� Gy 53095 Main Road James Dinizio, Jr. p P.O. Box 1179 Lydia A. Tortora W Southold,New York 11971-0959 Lora S. Collins j, • !� ZBA Fax (631) 765-9064 George Horning �10� �.D� Telephone (631) 765-1809 BOARD OF APPEALS TOWN OF SOUTHOLD October 10, 2001 Mr. Ellsworth Baylis, Jr. 6429 Indian Neck Lane Peconic, NY 11958 Re: Appl. No. 4987 — Variance for Garage Dear Mr. Baylis: Enclosed please find a copy of the determination with conditions rendered by the Board of Appeals at our October 4, 2001 Board Meeting. Please be sure to review the Conditions in the determination and furnish our office with a copy of the Covenants and Restrictions after it has been prepared and filed by your attorney. After the Declaration of Covenants has been filed with the County Clerk, a building permit may be issued from the Building Department (765-1802). No construction activity may begin until all agency approvals have been obtained. A copy of this determination was furnished today to the Building Department for the pending building permit application update and record. Very truly yours, GERARD P. GOEHRINGER CHAIRMAN Enclosure Copy of Decision to: Building Department Mr. William S. Kelly (Contractor/Agent) APPEALS BQARD MEMBERS �ff0( O��S deo Southold Town Hall Gerard P. Goehringer, Chairman h`t Gy 53095 Main Road James Dinizio,Jr. p P.O. Box 1179 Lydia A.Tortora W Southold,New York 11971-0959 16 Lora S. Collins !� ZBA Fax(631)765-9064 George Horning '1J01 �.�� Telephone (631) 765-1809 BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF OCTOBER 42001 Appl. No. 4987 - ELLSWORTH BAYLIS, JR. Location of Property: 6425 Indian Neck Lane, Peconic 1000-86-6-21 Date of Public Hearing: September 20, 2001 FINDINGS OF FACT .PROPERTY FACTS: The subject property (hereinafter called Lot 21) is an unimproved lot in Peconic, 50 feet wide and with average depth of 224 feet, for a total area of 11,214.24 sq. ft. There are two metal sheds and a frame shed at the north end of the lot. A dirt lane crosses Lot 21 giving access to two interior lots: SCTM 1000-86-6-22, immediately to the north (Lot 22) and SCTM 1000-85-6-23, further north (Lot 23). BASIS OF APPEAL: Building Department Notice of Disapproval, dated October 31, 2000, denying a permit to build a garage/storage building on Lot 21 because such a structure is not a permitted primary use under Code section 100-31A. RELIEF REQUESTED: Applicant requests Board action regarding a new garage/storage building on Lot 21 accessory and incidental to the applicant's residence on Lot 23, Block 6. REASONS FOR BOARD ACTION, DESCRIBED BELOW: On the basis of testimony presented, materials submitted and personal inspection, the Board makes the following findings: 1. Applicant also owns Lot 23, which is separated from his Lot 21, by Lot 22. His house is on Lot 23, but applicant states that there is insufficient room there for a needed garage/storage building. Therefore, he wishes to erect the building on Lot 1 2. If applicant were to build a dwelling on Lot 21, the garage/storage building would be a permitted accessory use. However, applicant has no need for such a dwelling and no desire to build one. Applicant wants to treat Lot 21 effectively as part of Lot 23 and build on it a structure accessory to his dwelling on Lot 23. 3. A dirt lane from Indian Neck Lane runs across Lot 21 to give access to Lots 22 and 23. Although this lane connects Lots 21 and 23, they are not contiguous. 4. Applicant's situation is very unusual. Without relief, he will have a vacant parcel (Lot 21) serving no purpose, and he will remain without a garage. The Board desires to enable him to construct the garage/storage building as, in effect, an accessory to his dwelling on Lot 23. Such construction on Lot 21, subject to the conditions set forth below, will not produce an undesirable change in the character of the neighborhood or detriment to nearby properties RESOLUTION/ACTION: On motion by Member Collins, seconded by Member Dinizio, it was Page 2—October 4, 2001 Appl. No. 4987—E. Baylis 86-6-21 Southold Town Board of Appeals ED, that this Board approves the application as applied for, for a garage/storage buil hig on Lot 21, subject to the following CONDITIONS: )an rage/storage building shall be a one-story structure, measuring no more than 228 feeed with electricit but no other and set back at least 50 feet from Indian e aat least feet from the easterly lot line. Drywells shall be adequle to contain run ff frbuilding. 2. Prior to the issuance of a building permit for the proposed structure, applicant shall submit to this Board for its review, a copy of covenants to the deeds to Lots 21 and 23, duly executed and filed with the Suffolk County Clerk, imposing the following constraints on Lot 21 1he providing that such covenants are enforceable by the Town of Southold: structure may be erected at any time on Lot 21 other than this one-story storage building no greater than 22 x 38 feet in size. 1 may be transferred only in a transaction Ion in which Lot 23 is transferred, and only ansferees of Lot 23 in such transaction. 3 may be transferred only in a transaction in which Lot 21 is transferred, and only ansferees of Lot 21 in such transaction. nt of this Condition 2 is to prohibit construction of a dwelling on Lot 21, to allow the construction on it of a building that will effectively be an accessory to the residential use on Lot 23, and t anently link Lots 21 and 23 (which are not contiguous). 3. That when a Certificate of Occupancy is issued for this garage building, that the Building Department include i 'ting all of the above conditions. This action does not authorize or condone any current or future use, setback or other feature of the subject property that violates the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Boar • -Melfi ers Goehringer (Chairman), Dinizio, Tortora, and Collins. (Member Horn l g of Fishlrs bsent.) This Reso as duly d `r 1 CI t`;11 CLj ls 1 e .� Gerard P. Goehringer, Chairman 7 s --- I -- �outhol -- i 21 TOWN OF SOUTHOLD PROPERTY RECORD CARDT- OWNER STREET e5 VILLAGE DISTRICT SUB. LOT L-e FORMER OWNERN � ACREAGE i a { � 644 . zsa TYPE OF BUILDING ZES. SEAS. VL. � FARM COMM. I IND. I CB. I MISC. I Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS i /D t? / 0 U 0 o ti is 7-Zl!$a 3t? l-� Fs z 15 S -N 3 � AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FRONTAGE ON WATER Farm Acre Value Per Acre Value FRONTAGE ON ROAD 6 a Tillable I BULKHEAD Tillable 2 DOCK Tillable, 3 JVoodland swampland 3rushland -fouse Plot Total 765-1802 BUILDING DEPT. X41 NSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE lO INSPECTOR V4 765-1802 BUILDING DEPT. NSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INS ATION tG, FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY REMA K � /n J v ! DATE �� d I/ INSPECTOR '� FIELD INSPECTION REPORT DAYE CONMIR V1'8 xa �e FOUNDATION(1ST) �. H n O n FOUNDATION (2ND) H ROUGH FRAMING& y PLUMBING r x INSULATION PER N.Y. STATE ENERGY CODE tti fY k FINAL ADDITIONAL COMIWTS O RVZ � m z • � e . T t� b H 0 z x • � x e TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DErARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502Q ��( Survey PERMIT NO. �f1 Check Septic Form N.Y.S.D.E.C. Trustees Examined /r 20 Z Contact: Approved / 20 / Mail to: Disapproved a/c Phone: Expiration 1 20_�_ Building Inspector I r 547 ;,r APPLICATION FOR BUILDING PERMIT 4, I 1 4 20::i? a 1 Date fij�**_5 20c:� Z INSTRUCTIONS E i- 1 completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,hou ' g code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ( o f is t r name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee agent, chitect, engineer, general contractor, electrician,plumber or builder Name of owner of premises FL_LSV JI�77 JP , (As on the talc roll or latest deed) If applicant is a corp ion, ature of duly authorized officer (Name title ofiicorpo facer) Builders License No. _S5-74=, qr Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: LgZS" Satz; .t .l House Number Street Hamlet c County Tax Map No. I OOQ Section g 6 Block Lot Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy VAC—A FJ -r b. Intended use and occupancy � 5T-LY��??1L 3. Nature of work(check which applicable): New Building_YAddition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost z�,Dm, Fee T (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. -4&A- 7. 4&A7. Dimensions of existing structures, if any: Front Rear Depth Cp Height Number of Stories Dimensions of sa structure with alterations additions: Front ear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 7-LJ t Rear Depth q8 Height Number of Stories 9. Size of lot: Front �3t Rear �� Depth 10. Date of Purchase i S`�1 Name of Former Owner &4&.9)C7 'I ?D"L" 11. Zone or use district in which premises are situated W-r L4() �,/ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES d1, NO 13. Will lot be re-graded?YES NOXI—Will excess fill be removed from premises? YES NO �C 14. Names of Owner of pgTnises - Address Lql2r-) 444-K - Name of Architect Address Phone No `fid'{lO6G Name of Contractor T Address f Phone No. ?fid-2k 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY 13E./REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) S: COUNTY OF _,a4 S. Y&�—A being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contracto( gent,, orporate 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 thi day of11 20 O L Notary Public ignat of c t LYNDAM. BOH NOTARY PUBLIC,State of New York No.01 B06020932 Qualified in Suffolk Counntv� V Term Expires March 8, 20 4 N1101F Do LXXON LZAroN N 86'1 1130" E 50.00' i _n Ick 4 N c " NIe[4 (6 I 4.s N N 8.4' aa' a.s►+Eo r SURVEY OF PROPERTY ' SITUATED AT INDIAN NECK TOWN OF . SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000--86-06-21 SCALE 1 "=20' APRIL 27, 2001 DECEMBER 10, 2002 LOCATION & FINAL SURVEY AREA = 11,214.24 sq. ft. 0.257 ac. CERTIFIED T0.• y oP4ELLSWORTH BAYLIS, JR. ci ( 22.2' STORY METAL ©� gulw1w; .22.2' ,. 5.7' jj\\ • 4+:• I Y W ;•,,�.:,• I M S '�13•�* W 110• •.l:;���; O 229.6 O I N M M •29'� � ALTMTM aR AWRM a I 5 THE NEW YOW STATE o54im vv J&wyoows Olt . 4•'M�' A 52 1.•r , O♦� . Q •. ''S4 3 . , somEv Am AW . . IWAY • THE IAM" Ft lWtj S 0SPMUSHED WWL. " AW ADORED I! �r THE mw YQwc SIM LAW # a I n7 mom Fax, �'� �� ,� �_?�� rid Sit "- �� ,^ Slid Pfdad "-•'.��► C� �. .' 4 OMM LOOM Ar Y.& No. 49668 � , AoT� GAP AIIIN & AM 75NGaDt's W 214 tW))1170,1)5 OFFICE: CUTCHOGUE, NY. JOB NO. UNDERINRITEn"C CERTIFICATE 128-0608 REQUIRED MORTON BUILDINGS GENERAL SPECIFVCATIONS =112- PP VEDAS NOTED' UPIIEOUI'''ti 'e�E:,u1''1Ra� PQ;,: ,lf� DATE: 11 L B.P. S" CIF OCCUETa R11"'d • o LAMINATED COLUMNS - N0. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER 54S FEE 775-9- BY: 7l V NOTIFY BUILDING DEPARTMENT AT • vj COLUMNS USED IN MORTON BUILDINGS ARE PRESSURE TREATED BELOW GRADE TO A RETENTION OF .8 765-1802 9 AM TO 4 PM FOR THE �� NIGr PR�GEE[) WITH FOLLOWING INSPECTIONS: POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III, OXIDE TYPE, AS LISTED IN 1. FOHNDATION - TWO REQUIRED FRAMING UNCI( 51.01/FY woo FOR POURED CONCRETE OF EOUfg0PTIDyjI.O0ATI0N r M FEDERAL SPECIFICATION TT-W-571J, THE TREATED PORTION OF THE COLUMN EMBEDDED IN GROUND 2. ROUGH - FRAMING & PLUMBING 3. INSULATION HAS BEEN APPROVED m SHALL BE LAMINATED WITH STAINLESS STEEL NAILS. 4. FINAL - CONSTRUCTION MUST BE COMPUTE FOR C.O. Q� FOOTINGS AND ANCHORAGE - COLUMN HOLES ARE DUG 4 FEET DEEP MIN. DEPTH BELOW GRADE AND ALL CONSTRUCTION SHALL MEET V z THE REQUIREMENTS OF THE N.Y. w READY-MIX CONCRETE PADS OR DRY CONCRETE MIX PADS ARE POURED IN PLACE (NOTE PLANS FOR STATE CONSTRUCTION & ENERGY L7 SIZE & TYPE . TWO GALVANIZED STEEL BASE ANCHORS ARE PLACED 1" FROM BOTTOM OF COLUMN CODES. NOT RESPONSIBLE FOR a DESIGN OR CONSTRUCTION ERRORS Z OR 1/2" GALVANIZED STEEL ROD PLACED 2 1/2" FROM BOTTOM OF COLUMN.( SEE SECTION )ADDITIONAL CONCRETE E2 IS MIX POURED AROUND BASE OF COLUMN THEN BACKFILLED WITH SOIL AND COMPACTED AT 8" INTERVALS. SPLASHBOARDS - SPLASHBOARDS ARE NO. 2 OR BETTER SOUTHERN YELLOW PINE 2"x8" S2S AND CENTER Z � } V MATCHED, PRESSURE TREATED TO NET RETENTION OF .6 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER A Ll D I G m z �' ARSENATE TYPE III, OXIDE TYPE, IN ACCORDANCE WITH AMERICAN WOOD PRESERVERS' ASSOCIATION SPECIFICATION J o rl l C2. ONE ROW 15 FURNISHED FOR BUILDING ON A LEVEL SITE. < U - < w d FRAMING LUMBER - SIDE NAILERS ARE 2"x4" S4S OR 2"x6" SPF NO.2 OR BETTER SPACED APPROXIMATELY 30" O.C. m _ WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2"x4" S4S NO. 2 OR BETTER ON EDGE SPACED APPROXIMATELY 24" O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. ( SEE SECTION ) m �" O ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS C 'n REQUIRED AND KILN DRIED LUMBER AS SPECIFIED. IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED u� I 1 J �_ z UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH —I W CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. c O SIDING PANELS (KYNAR 500/HYLAR 5000) - 0.019" MIN., C90 GALVANIZED OR AZ55 Q - GA.LVALUME, WITH AN ADDITIONAL BAKED-ON KYNAR 500/ iYLAR 5000 FMISH. PAIN IS NOM. 1 MIL THICK ON EXTERIOR. Z x o m ROOFING PANELS (FLUOROFLEX 2000 (TM)) - 0.019" MIN„ AZ55 GALVALUME WITH AN O ADDITIONAL BAKED-ON THICK POLYURETHANE PRIMER AND KYNAR 500/HYLAR 5000 TOPCOAT 1 . I a WITH A TOTAL MINIMUM PAINT THICKNESS OF 2 MILS. z z_ TRIM - DIE-FORMED TRIM OF 0.019" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL Q = rn ON GABLES, RIDGES, CORNERS, BASE, WINDOWS, AND DOORS WITH SAME FINISH AS L—.—1 d ROOFING OR SIDING PANELS . Q o GUTTERS - 5" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, KYNAR 500/HYLAR 5000 FINISH TO MATCH TRIM, ON BOTH SIDES OF THE BUILDING. ADDITIONAL NOTES rDRAWN BY: KP-873 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL HE PROVIDED BY OWNER UNLESS INCORPORATED AS PART TYPICAL LUMBER SPECIFICATIONS - 1997 NDS SHEET INDEX DATE: 8/19/00 SIZE DESCRIPTION BENDING VALUE FU OF THESE DRAWINGS, 2"x4" NO.1&2 SPF 1313 PSI SHEET # DESCRIPTION CHECKED BY: MIKE 2"x4 2100f MSR SPF 2100 PSI DATE: 9/5/00 2.) ALL INTERIOR PARTITIONS AND ROOM FINISHES IF NOT INCLUDED WITH THESE DRAWINGS SHALL BE PROVIDED 2"x6" NO.1&2 SPF 1138 PSI 1 OF 3 SPECIFICATIONS & SHEET INDEX 2'x6 _ N0. 1 sYP 1650 PSI 2 OF 3 COLUMN PLAN & ELEVATIONS REVISED DATE: 7/2/02 BY OWNER. STANDARD FINISHES SHALL HAVE LESS THAN 200 FLAME SPREAD RATING AS REQUIRED BY 2"x8' N0. 1 SYP 1500 PSI REVISED DATE: 2x10 __ NO. 1 SYP 1300 PSI 3 OF 3 SECTIONS, DETAILS, & TRUSS DRAWING ASTM E84 FOR ORDINARY CONDITIONS AND 25 OR LESS FOR EXITS, PASSAGEWAYS, AND CORRIDORS. 2"x12" NO. 1 SYP 1250 PSIREVISEEVISED D DATE: DATE: ALL 1950f MSR SYP 1950 PSI R 3.) FLOOR COVERINGS JUDGED TO REPRESENT AN UNUSUAL HAZARD SHALL MEET THE SAME TESTING PROCEDURES 1 1/2"x16" LPMINATED VENEER LUMBER 2800 P51 3 1/2 x15 CLU-LAM 1650 PSI AS REQUIRED FOR WALL AND CEILING FINISHES. 151 4"x161 2 1 _ GLU-LAM 2400 P51 51 4"x191 2 1 GLU-LAM 2400 PSI „ 4,) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED DIFFERENTLY ON SPECIFIC NOTE: HIGHER GRADE MATERIAL REQUIRED AS NOTED ON PLANS. PSE OF N, < cj JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. *•'2�" Ga PF I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR yr O 5.) KYNAR 500 IS A REGISTERED TRADEMARK OF ELF ATOCHEM NORTH AMERICA, HYLAR THIS BUILDING WAS PREPARED BY E OR UNDEP, MY .m O• * t WROOF DESIGN CRITERIA DIRECT SUPERVISION AND TH A A DULY LI EN D/ �' 2' 5000 IS A TRADEMARK OF AUSIMONT, USA. C 4.1 REGISTERED PROFESSIONAL GIN R. -� ✓-�/�.-9�`�/ TYPE 5B ,D DESIGN 30 PSF CS2x4FK 2-96 80 MPH EXP. C RONALD L. SUTTON, P.E. 836 SQ. FT. MICHAEL L. McCORMICK P.E. q DATE:1 ' V2 • OZREG. N 511 I 1 SCALE: AS NOTED SHEET NO. I OF 3 OFFICE: CUTCHOGUE, NY. JOB NO. 128-0608 ' o U — VENT-A-RIDGE { 12 Q= � 4 T#16 GABLE TRIM N 1�� M 5" O,G. GUTTERS —_ HI-RIB STEEL HI-RIB STEEL O m T#21 CORNER TRIM ® T#21 CORNER TRIM T#167 TRANSITION TRIM T#167 TRANSITION TRIM HI-RIB STEEL WAINSCOT HI-RIB STEEL WAINSCOT `� Z T#21 CORNER TRIMD® T#21 CORNER TRIM w T#167 BASE TRIM O T#167 BASE TRIM Z ' ^ O EAST ELEVATION NORTH ELEVATION iL W W � Z VENT-A-RIDGE1, 2 D 4 T#16 GABLE TRIM Z �7•/ U 5" O.G. GUTTERS Q a HI-RIB STEEL HI-RIB STEEL m T#21 CORNER TRIM T#21 CORNER TRIM T#167 TRANSITION TRIM T#167 TRANSITION TRIM „ HI-RIB STEEL WAINSCOT HI-RIB STEEL WAINSCOT T#21 CORNER TRIM T#21 CORNER TRIM �- T#167 BASE TRIM T#167 BASE TRIM 0 WSOUTH ELEVATION EST ELEVATION U_ W = 0 U m o o I Q o a 7 Z o 7'-41/2• 7'-6" 7'-6' 7'-6" 7'-101/2' V m COLUMN PLAN LEGEND q V-0" VENTED SIDEWAL' OVERHANGS — 3_— 1'-0" NON-VENTED ENDNWLL OVERHANGS a- x6" LAMINATED COLUMN LOCATION HEADz •- HEADERED TRUSS LOCATION = 21 -9" 1 _9„ 21 _9 �i - 3068 9100 9-LITE CROSSBUCK WALK DOOR W/LOCKSET & BRASS HINGES w 18"0 18"0 0 18"0 18"0 18"0 18'0 �- (4) 6 SLAT JALOUSIE WINDOWS W/SCREENS a O- (3) 3065 SOVERAD DOORS TES J A a o 3 I 18"0 - B" THICK READI-MIH CONCRETE PAD. Q 'n * 18"0 PLACE A MINIMUM OF B" READI-MIX 15'-4 1/2" _ 18"o 14'-4 /2' CONCRETE AROUND COLUMNS WHEN SETTING. m ** m DRAWN BY: KP-673 18"0 7'-41/2' DATE: 8/19/00 V-41/2" — 18„0 — B B B � ROUGH OPENING SCHEDULE CHECKED BY: MIKE 3 UNIT SYMBOL ❑j 3 3 a WIDTH HEIGHT DATE: FROM LEGEND 18"0 QQ 18"0 18"0 QQ 18"0 18"0 Q 18'0 Di 37 3 4" BO 3 4" REVISED DATE: 7/02/02 0'-0" 18"0 • • • • 18"0 0'-0" & 32 1/4' 23 1/2" REVISED DATE: B B B 38'x2'x6' CONCRETE APRON REVISED DATE: REVISED DATE: 3 3 3 1'-111/2' 2'-2' 2'-2" Y-111/2' 9'_10• 9'-10" 9'-10' J—L �k- 22' S.C. TRUSSES ® ^' 7'-6" O.C. TYPICAL ; • p 1 ",JPO • ' q xe CONTINUOUS 2"x4" LOWER CHORD �•'tiQ. 10 LT ; TRUSS TIES AND 2°x6" DIAGONAL ' ��` •o z. b m END BRACES APPROXIMATELY3� N 7'-O" & T-6" O.C, TYPICAL ( K N r M COLUMN PLAN SCALE: Mme " , 774- i6' SCALE: AS NOTED SHEET N0. 00 2 of 3 OFFICE: OVERHEAD DOOR _ CUTCHOGUE, NY. 2"x3" JAMB JAMB COLUMN (BEYOND) TRUSS SPACING 3O.G. 128-0608 0 JOB N0. LIVE LOAD 30 PSF 1/2" LIP 1/4 SLOPE PER FT, 9x11 DEAD LOAD 4 PSF CONCRETE ROACHPl.) P CEILING LOAD — PSF CONCRETE FLOOR 6x6-10x10 WWM 51011TOTAL LOAD 34 PSF � O a d n• RADE �� • n ' _tea a• SLOPE GRADE AWAY FROM a 4 APPROACH 0 27 MINIMUM ry • • • • • ! FOR A DISTANCE OF 5'-D" 2 wrn p O 4 —� 3x5 14" ... .....:.................. ................................. . �, PI. ?kex7?. 11x16 PI. 01 ... ................. ...... 4'11" ••• EXPANSION•JOINT (#4 REBAR CONT. 5%13 PLDO 6" BASE OF FIRMLY COMPACTED l "'••" AROUND PERIMETER Ii COARSE SAND, GRAVEL OR ...... ::: ' ^ Z CRUSHED ROCK. ..6„' 13x6 P , 6x9 �_ V W 7:06::.. ,.. 8 Ga. z PI. 15_1/2” o 2x6x12, L a OVERHEAD DOOR CONCRETE APPROACH DETAIL SCALE: 1 " = V-0" CAMBER AT CENTERLINE 1/2„ 3'4" 1 . 1 W TRUSS DESIGN SPECIFICATION: 10,10-1/2" L Truss has been designed by computer using the Purdue --D ER FF2000 HI—RIB STEEL Plane Structure Analyzer IAW current standards and z specifications of recognized engineering principles. 1 Un (N04 2PSPF)NS O 22" O.C. Output data will be provided upon request, `�'� S. C. TRUSS J zo LUMBER SPECIFICATION (1997 NDS for Wood Construction): SCALE: 1/2" = 1'-0' "-- 2"x4" BEV. PURLIN Lower Chord -- 1950f — 1.5E MSR Southern Pine Q a WIRE MESH Top Chard --- No. 1 K.D. — 19 Southern Pine m _ FILLER STRIP Web Members -- No. 1 K.D. — 19 Southern Pine 2"x6" BEV. FASCIA u TRUSS PLATE SPECIFICATION (ICBG Evaluation Report No. 2929): � 5" O.G, GUTTERS ASTM A-446, Grade A 20 Go, and 18 Ga. where noted, galvanized steel Morton truss plates identified b a 0 o T 144 & 146 FASCIA TRIM y = in 22' S.C. TRUSS hexagon stamped every 1-1/4" along the center of the plate. f� u> SOFFIT -- m HI—RIB/SOFFIT CAP 2) 1/2"x5 1/2" M. BOLTS & RAFTER LENGTH 12'5-9/16" U7 IVij �4) 200 R,S, NAILS Webs are 2x4's except where noted J z 2"x6" OVERHANG NAILER w o ,--,) M HI—RIB STEEL (KYNAR) Qo 3-2"x6" LAMINATED COLUMN Zo (2) ROWS 2"x4„ NAILERS m (2100 MSR SPF) v� Ci a 9'-G„ W GRADE TO HEEL z T#167 TRANSITION TRIM 0 2"x6" NOTCHED NAILER BE HI—RIB STEEL WAINSCOT (KYNAR) (2) i/2"x 5 1/2" M. BOLTS J rn 7/16" OSB PROTECTIVE LINER Q o T#167 BASE TRIM I (1) ROW 2"x B" TREATED SPLASHBOARD 4" CONCRETE FLOOR DRAWN BY: KP-873 ".'.' '. 22' S.C. TRUSS DATE: 8/19/00 FINISH GRADE 4" MINIMUM COMPACTED GRANULAR BASE (3) 2"x6" STUB COLUMN CHECKED BY: MIKE DATE: 2"x6' BLOCK 3 2"x10„ HEADERS CONCRETE FLOOR NOTES ( ) HEADER NAILING SCHEDULE REVISED DATE: 7/02/02 1/2 B 1.) 3500 PSI, 5 1/2 BAC MIX CONCRETE, T# 124 REVISED DATE: 2. REINFORCING: 6x6-10x1O WWM, T# 129 O.H,D. HEADER STUB JAMB 4 —O 3. SLOPE GRADE AWAY FROM THE BUILDING ® 27 MINIMUM FOR A DISTANCE OF 5'. 2"x2" BLOCK MEMBER COLUMN COLUMN REVISED DATE: 4.) 6 MIL POLYETHYLENE VAPOR RETARDER PLACED ALUMASEAL REVISED DATE: 4" BELOW THE BOTTOM OF THE CONCRETE FLOOR. T# 151 EA. 2"x10" 6 6 6M ANCHOR ROD T# 154 T# 152 8" THICK READI—MIX CONCRETE PAD. PLACE A MINIMUM OF 8" READI—MIX 2"x3" JAMB (BEYOND) CONCRETE AROUND COLUMNS WHEN (3) 2"x6" JAMB COLUMN (BEYOND) NOTES: 0' NE SETTING. 1. NUMBERS ABOVE ARE 20d R.S. NAILS �'4 yp'F NOTE: 2"x6" BLOCK (BEYOND) REQUIRED PER CONNECTION. hr L.G ' ,'p 18"0 PRE—DRILL HEADERS AS REQUIRED CORNER AND ENDWALL COLUMNS WILL TO PREVENT SPLITTING.2. HAVE 18" DIAMETER HOLES WITH 8" 3. IF NUMBER OF NAILS REQUIRED FOR °o ) THICK READI—MIX PAD. PLACE A $ —2 HEADER TO JAMB COLUMN CONNECTION MINIMUM OF 8" READI—MIX CONCRETE GRADE TO BOTTOM IS EXCESSIVE TO CAUSE SPLITTING, . 7119, AROUND COLUMNS WHEN SETTING. OF 2"x6" BLOCK THE EXCESS NAILS MAY BE INSTALLED ESSt.� IN HEADER SUPPORT BLOCKING. SIDEWALL SECTION A- A °' SCALE 1/2" = 1'-0" OHD HEADER SECTION B - B 80 MPH. WIND LOAD SCALE: 1 " = 1'-0" SCALE: AS NOTED SHEET NO. 3 OF 3