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HomeMy WebLinkAbout29657-ZFORM NO. 4 TOW/~ OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-31143 Date: 08/31/05 THIS c~KTIFIHS that the building NEW BUILDING Location of Property: 1150 OLD MAIN RD LAUREL (HOUSE NO.) (STREET) (~L~MLET) County Tax Map No. 473889 Section 122 Block 7 Lot 8.6 Subd/vlsion Filed Map No. __ Lot No. __ conforms substantially to the Application for Building Permit heretofore fil~ in this office dated AUGUST 14, 2003 pursuant to which Buildln~j Petit No. 29657-Z dated AUGUST 18, 2003 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 HORSE STABLE-RIDING ACADEMY AS APPLIED FOR ~ PER ZBA SPECIAL EXCEPTION #5552 DATED 8/2/04. ·"ne certificate is issued to SUSAN LOMANGINO ( OWNER ) of the aforesaid building. SDI~FOI~K CO~/~Y DHPAR~T OF ~BALTH APPROVAL R10-04-0037 H?.mt-rKIC3%L c~TIFICATH NO. PLUMBERS C~TIFICATION DA'r~ 09/09/04 85046C 06/03/04 06/15/04 MATTITUCK PLUMBING & HEAT ~u//g~na u re Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by lypewriter or ink and submitted to the Building Department with t~e ~o1~o~0~: Ao For new building or new use: l. 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 O,ccupancy 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, Additious to dwelling $25.00, Alterations.to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.0~0, 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 New Construction: ~ Location of Property: / ! ~-O House No. Street Owner or Owners of Property: c~5~O tx ~Omt~ ~t~.~t'~ e, Suffolk County Tax Map No 1000, Section / '-'""~/~ Block Date. Old or Pre-existing Building: (check one) Old Hamlet Lot 6, Subdivision Permit No. c~i ¢3"'7- ~ Date of Permit. Health Dept. Approval: g//0 ' 0¥ -' OO 34 7 Planning Board Approval: /[f-~ Request for: Temporary Certificate Filed Map. Lot: ~t}[~/C'~ Applicant: 5tJS~ ~ LC ff/C37}_~'it9 Underwriters Approval?r ~NO c/~, ~. Final Certificate: /~ (check one) Fee Submitted: $ licant Signature~ PLANNING BOARD I~E] [BERS JERILYN B. WOODI~[OL ~E I'rdgNNETH L. IvlARTIN H. SIDOR GEORG-E D. 8OLOMON August 30, 2005 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MAILING ADDRESS: P.O. Box 1179 Southo[d, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 Patricia C. Moore, Esq. 51020 Main Roar~ Southold, NY 11971 Re: Site Plan Satisfaction for High Wind Farms SCTM# 1000-122-7-8.6 Dear Ms. Moore, This is to inform you that our staff performed a site inspection of the site plan approved on December 16, 2004. In reference to the above, the Planning Board held a work session on August 29, 2005 to review the As-Built survey dated July 9, 2004 and last revised August 22, 2005, and determined that the site plan requirements have been satisfied. This letter does not condone any changes from the approved site plan and approvals from other agencies if required. If there are any questions you can contact Bruno Semon at (631) 765-1938 x5019 between the hours of 8:00 a.m. and 4:00 p.m. Respectfully yours, CC:file, bd 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) PEP=MIT NO. 29657 Z Date AUGUST 18, 2003 Permission is hereby granted to: SUSAN LOMANGINO 327 GREENLAWN ROAD GREENLAWN,NY 11740 for CONSTRUCTION OF AN ACCESSORY HORSE BARN W/O BATHROOM AMENDED 1/4/5 AS A PUBLIC STABLE/RIDING ACADEMY, PER PLJ~NNING APPROVAL at premises located at 1150 OLD MAIN RD LAUREL County Tax Map No. 473889 Section 122 Block 0007 pursuant to application dated AUGUST 14, 2003 and approved by the Building Inspector to expire on FEBRUARY 18, 2005. - A~t hor ~z e% S ignat u~_~ Lot No. 008.006 ORIGINAL Rev. 5/8/02 Ruth D. Oliva, Chairwoman Gerard P. Goehringer Lydia A. Tortora Vincent Orlando James Dinizio, Jr. Southold Town Hall 53095 Main Road P.O. Box 1179 Southold, NY 11971-0959 Tel. (631) 765-1809 Fax (631) 765-9064 http://southoldtown.north fork.net BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS AND DETERMINATION MEETING OF AUGUST 2, 2004 ZBA SE Ref. 5552 - SUSAN LOMANGINO (Mattituck Riding Arena/Stable) Property Location: 1150 Old Main Road, Mattituck CTM Parcel 122-7-8.6. FINDINGS OF FACT PROPERTY FACTS/DESCRIPTION: The applicant's property consists of 51.7518 acres in the R-80 Zone District, with street frontages along Main Road, Old Main Road, and Peconic Bay Boulevard. The property is improved with a single-family, two-story frame house, accessory sheds, barn, and horse stable, as shown on the April 9, 2004 site plan, amended June 2¢, 2004 by Thomas C. Wolpert, P.E. APPLICANT'S'REQUEST/BASIS OF APPLICATION: A Special Exception is requested under 100-$ ~ B(12)for a proposed riding academy/stable-for-hire in this R-80 Residential Zone District. Parking and screening shall be as determined under the Zoning Code site plan provisions, considered under separate jurisdiction determined by the Southold Town Planning Board. STANDARDS/REASONS FOR BOARD ACTION: After review of the requirements set forth pursuant to Chapter 100 governing a horse riding academy uses by Special Exception review, and on the basis of testimony presented and personal inspection, the Board finds: The owners plan to board and stable horses for-hire, to breed, to offer riding lessons, to provide a viewing room and indoor riding rink inside the barn for riding shows, clinics and educational programs. Most of these activities will be conducted inside the stable (barn) and the indoor space will provide a safe and comfortable area for the exercising of the horses and learning to ride. 1. In this review the Board determines that this proposed use is in harmony with the zoning ordinance and will not adversely affect the neighborhood when meeting the code requirements. A horse riding academy is permitted in this Agricultural-Conservation (AC) Zone District under Section 100-31B(12) of the Town Zoning Code, subject to special exception authorization of the Zoning Board of Appeals. The property contains 51.75 acres and consists of open land with the owners' house and existing barns. The nearest street is 160 feet north of the new riding rink/horse barn with 4,143 sq. ft. addition. The building will be at least 92 feet from any other property or adjacent residence. Page 2 - August 2, 2004 ZBA SE No. 5552 - S. Lomangino 122-7-8.6 at Mattituck 2. In addition, the Board has reviewed the General Standards governing Special Exception uses set forth in Section 100-263 and finds that: (A) The proposed use will be primarily conducted inside the barn and will not interfere with the ordedy and reasonable use of the other uses in the district. The parcel is over 50-acres, improved with a house that will continue to be occupied as a residence. Even if the house were separated in the future from the riding academy, there will be a minimum land area of 10 acres applied to this use, and both parcels will be in the control of the same owner. The barn for this use is located more than 160 feet from Old Main Road. No evidence was submitted to indicate that the proposed riding academy will prevent the orderly and reasonable use of other uses in the district. (B) This use will not prevent orderly and reasonable use of permitted or legally established uses in this zone district or adjacent use district. C) The safety, health, welfare, comfort, convenience, and the order of the town will not be adversely affected by the proposed use and its location. D) The use will be in harmony with and will promote the general purposes and intent of the code. E) The use is compatible with its surroundings and with the character of the neighborhood and of the community in general, particularly with regarding to visibility, scale and overall appearance. F) The structures, equipment and material will be accessible for emergency protection. G) The proposed commercial use as proposed with the barn are not significantly different than other commercial horse farms that exist in the town. Generally, other horse farms offer the boarding of horses for income purposes, horse riding lessons, and other equestrian-related activities which are similar to the use proposed by the applicant. In making this determination, the Board has also reviewed other matters under Section 100-264, and finds that no adverse conditions will result from this authorization: A. There will be no adverse change in the character of the existing and probable development of uses in the district and the peculiar suitability of such district for the location of such permitted uses. Page 3 - August 2, 2004 ZBA SE No. 5552 - S. Lomangino 122-7-8.6 at Mattituck B. Property values will be conserved. A horse riding academy is a code-authorized use in this R-80 Zone District, with a Special Exception determination from the Board of Appeals, site plan approval from the Planning Board, and approvals from the Building Department. C. The location of the use, as requested, will not cause traffic congestion on public streets, highways and sidewalks. D. There is availability of adequate and proper public or private water supply and facilities for the treatment, removal or discharge of sewage, refuse or other effluent (whether liquid, solid, gaseous or otherwise) as a result of this use. E. The use or the materials incidental thereto will not give off obnoxious gases, odors, smoke or soot. The applicant assures that there will be no stockpiling, and that there will be no outside storage of manure that would be adverse to nearby adjacent properties. F. The use will not cause disturbing emissions of electrical discharges, dust, light, vibration or noise. G. The operations as a riding academy will not cause undue interference with the orderly enjoyment by the public of parking or of recreational facilities, existing or proposed by the town or by other competent governmental agencies. H. Off-street parking of vehicles incidental to the use and whether sucn space is reasonably adequate and appropriate is subject to review and approval of the Southold Town Planning Board under the site plan regulations. I. There is no evidence to show that there will be any hazard to life, limb or property because of fire, flood, erosion or panic by reason of or as a result of the use or by the building to be used, or by the accessibility of the property or structures thereon for the convenient entry and operation of fire and other emergency apparatus. There will not be undue concentration or assemblage of persons upon such plot in the operations as a riding academy and related activities. J. The use and the building location will not cause an overcrowding of land or undue concentration of population. K. The plot area has been deemed sufficient, appropriate and adequate for this use. L. The use is not unreasonably near a school, theater, recreational area or other place of public assembly. Issue Date 6/3/2004 Electrical Inspection Certificate Electrical Inspection Service, Inc. Application Number 375 Dunton Avenue 85046C East Patchogue, New York 11772 (631) 286-6642 Issued To: Mrs. Sue Lomangino Street: 1150 Old Main Road Village: Laurel Zip: Section: Block: Lot: Contractor: New Horizon Electrical (L) 11948 Town: Southold Lic.# 4631-E Was examined and found to be in compliance with the National Electrical Code. [] Commercial L~ NVDefects [] Pool [] lstFIoor [] Indoor [] Basement [] HotTub [] Residential [] Det. Garage [] Attic [] 2nd Floor [] Outdoor [] Addition L.i Survey Switches Receptacles Fixtures GFI Heaters A/C Fans 8 7 49 6 2 1 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves Furnace Oil Gas Circulators Smoke Detector Bell Transformer Meter Amps Phase UG/OH Jacuzzi Television CO Detector 1 200 I [], Bid9. Permit: Other Equipment 3etached indoor riding arena and horse stalls Nell / electric heat / gen trans and 3 exit signs 1-30amp sub panel 1-200amp panel with main Hugo ~J Surdi President Rough Inspection: 05/18/2004 Inspector: John Mc Mahon Ill Final Inspection: 06/02/2004 Inspecl:or: John Mc Mahon Ill This certificate must not be altered in any manner. Inspectors may be identified by their credentials. P. () [3ox 1170 ~mdl,uhl, ~lew Yolk f I nv {~16) 76~,.1fl73 h'L.¢~on9 (51r~) 7C5.1002 OFFICE OF TI.IE BUILDING INSPECTOR TOWN OF $OUTIIOLD C E R T I F I C A '[' i O DATE: (please pr.blt) print) certify ti{at the solder used in the contains less than 2/10 of ]% ( r' I tlliLbe r.~ '~lqna I.,~ ~:e ) No. 4604712 FORM NO. 3 NOTICE OF DISAPPROVAL DATE: August l, 2003 TO: WJ Walsh Structures MC Lomangino 155 Pinela~vn Road Suite 140 South Melville, NY 11747 Please take notice that your application dated July 16, 2003 For permit to construct an accessory barn at Location of property 1150 Old Main Road, Mattimck, NY County Tax Map No. 1000 - Section 122 Block 7 Lot 8.6 Is returned herewith and disapproved on the following grounds: The proposed construction, on this conforming 53.8 acre parcel with two front yards in the Agricultural Conservation District, is not permitted pursuant to Article III, Section 100-33, 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." The proposed accessory barn is noted as being located in the front yard. Total lot coverage will be less than 20 percent. ~d Signature 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. 765-1802 BUILDING DEPT. /ANSPECTION [/] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION2ND [ ]INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS'- DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ R~~OUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ) FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS.-- ~/'-/~,~ ~-~ '~ DATE INSPECTOR 765-1802 BUILDING DEPT. [ ] FOUNDATION 1ST [ ~'ROUGH PLBG. [ ] FOUNDATION 2ND [ [ ] FRAMING [ [ ] FIREPLACE & CHIMNEY [ ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION REMARKS:~ DATE ~ ~/(~ ~1N SPECTOR ~~/~-~ 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ~INAL [ ] FIREPLACE~ CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ~~ ~ ~ DATE ~ INSPECTOR I ~. ~.r 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [~/,~,FIRE___ SAFETY INSPECTION REMARKS: DATE INSPECTOR BU I L'DllJ-G DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS. / // ',. YOUNG & YOUNG 400 Ostrander Avenue Riverhead, New York I lQO1 Telephone 631 - 727-2303 Facsimile 631-727-0144 admin %,oungengineering. com HOWARD ~5 YOUNG, Land Surt,eyor THOMAS C. lg~DLPERT, Professional Engineer ROBERT C TASlT Architect RONALD E. PFUHL. Landscape Architect November ll, 2003 Town of Southold Building Dept. 53095 Main Road $outhold, New York 11971 RE: MATFITUCK RIDING ARENA at Mattituck, T/O Southold, New York (03-0238) Dear Gentlemen: We understand that representatives of the Town of Southold Building Department did not inspect the foundation formwork & reinforcing for the above referenced project at the time of placement of concrete. This is to inform you that we have visited the construction site and observed the concrete piers and foundation walls. We I~ave also seen pictures of the reinforcing steel in the foundation. To the best of my knowledge, information and belief, the pier foundation are in accord with the submitted documents. RCT/mal Encl. V~ trulyKy_Qur~ Planning Engineering Land Surt'o'ing Architecture 0~1~5120~4 88:25 631-765-5488 SUFFOLK SECURITY Suffolk Secudty Systems Su_ffolk S~curity Systems Incorporated 1515 Young's Avenue · PO Box 135 $ · .%outhold NY 11971-0937 Telephone (631) 76~-5262 · Fax (631) 765-5488 · info~suffolksecurity.com PAGE 82/82 NAME OF PREMISES: CERTIFICATION OF INSPECTION .e, TESTING FIRE ALARM SYSTEM ADDRESS OF PREMISES: Fm. DISn aCT: N, ,mOFOW nRORAOENTPRESEN'r: IS OCCUPANCY HAZARD CLASSIFICATION SAME AS PREVIOUS TEST?, TYPE OF SYSTEM: (MANUAL, AUTOMATIC, VOICE, ETC) DOES SYSTEM REPORT TO CE1VrRAL STATION? ~ U.L. LISTED?: __PHONE NUMBER: ~'~--~4 l~-q~,,~ NAME OF CENTRAL STATION: LIST ALL DEFICIENCIES NOTED: -- WERE ALL DEIqCIENCIES NOTED ABOVE CORRECTED? IF NOT, WHY? INSPECTING SUFFOLK SECURITY SYSTEMS INC. PO BOX 1355 SOUTHOLD NEW YORK 11971 TELEPHONE (631 ) 765-5262 NEW YORK STATE ALARM LICENSE NUMBER: 12000250900. EXPIRATION: 06/04104 CERTIFICATION THE rNSPECTING FIRM HEREBY CERTIFIES THAT TI-II:; ALARM SYSTEM DESCRIBED ABOVE WAS INSPECTED IN ACCORDANCE WITH THE APPI,~CABLE PORTIONS OF NFPA 72 (1996 VERSION). THIS CERTIFICATION DOES NOT IMPI.Y T~:iAT ITEMS REQUIRING DAILY, WEEKLY, MONTHLY OR QUARTERLY INSPECTION OR TES'(LNG WERE PERFORMED AT ~ SPECIFIED INTERVAL, BUT DOES IMPLY THAT ALL SUCH !T/.:2vIS WERE INSPECTED OR TESTED AND APPEAR TO FUNCTION AS NOTED IN THIS CERTIFICATION AT__I-HE TIME OF INSPECTION. DATE OF INSPECTION: ~___~&a ~ $1GNA~~ 08/05/2804 88:25 63i-765-5488 SUFFOLK SECURITY PAGE 81/82 Suffolk Security $ stems __ Suffolk Security Syst~ts Incorporated 1515 Youngs Avmue · PO Box 1355 · $outhold NY 11971-0937 Telephone (631) 765-5262 · Fax (631) 765-5488 · info~suffolksecurity, com FAX COVER SHEET DAT~: i~ROM: TO:. COMI~ANY: PAGES (INCLUDING THIS PAGE): ' 2. 3 2OO4 PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold, N.Y. 11971 Tel: (631) 765-4330 Fax: (631) 765-4643 Margaret Rutkowski Melissa McGowan Secretaries September 22, 2004 Mr. Michael Verity Senior Building Inspector Southold Town Building Department Ms. Jeri Woodhouse, Chair~voman Southold Town Planning Board Toam Hall 53095 Main Road P.O.Box 1179 Southold, NY 11971 (BY HAND) Att: Bruno Re~ Susan Lomangino - High Wind Farm Inc. SCTM#1000-122-07-8.6 Dear Mike and Bruno: Enclosed please find original Health Department approved of the above referenced property. The original stamp will be filed with the building department. I have spoken to Walter Hilbert, P.E. with regard to the stamp approval. Mr. Hilbert advised me that the riding academy (whether private or commercial) is reviewed in accordance with Article 6 regulations and receives a "R" reference number. There is no applicable commercial application with a need for a corresponding "C" reference number. Mr. Hilbert advised that he reviexved this application personally and it meets all construction standards for the "Riding Academy". Mr. Hilbert advised me that he confirmed the above facts with Michael Verity and that no further Health Department review is necessary. cc: Mr. and Mrs. Lomangino In light of the above, the site plan is complete and ready for a hearing. ~ PaVia CMoore period of tluee (3) ~xxie section 100-255. DA~E O~NEf~ SUSAN LOh,1AN®rNO ~m~J=ENLAYNN 'ABLES ~ AC, APt=MY ivlATTITUC t I IN® AthENA At; f,4ol;tlf, uck, Town o~ Dou~holct Suffolk Count. w, New York Section I~.~~ BI0ck C-~ Lot ~.~ _~~ 5~PT. I*, 2004 ' '-": ~N. =4, =0o4 . .... ~N. S, 2004 I'4A'f 2¢, AP~.. 2B, JOl~ NO. 200,4-00~0 ! (:71= ;2 II Town Hall. 53095 Main Road P.O. Box 1179 $outhold, New Yorlc 11971-0959 Fax (631) 765-9502 Telephone (631) 765-1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER To: Susan Lomangino 327 Greenlawn Road Greenlawn, New York 11740 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 1150 Old Main Road, Laurel Suffolk County Tax Map number: 1000-122-7-8.6 Pursuant to Section 100-31B of the Code of the Town of Southold, New York, you are notified to immediately suspend all work and building activities until this order has been rescinded. BASIS OF STOP WORK ODER: Intended use not permitted. Work has .qone beyond the scope of permit. Permit issued for personal use horse barn. Proposed use has chanRed. CONDITIONS UNDER WHICH WORK MAY BE RESUMED: Upon Zonin.q, PlanninR and Buildin.q Dept approvals. Failure to remedy the conditions aforesaid and to comply with the applicable provisions of law may constitute an offense punishable by fine or imprisonment or both. Failure to remedy the conditions aforesaid and to ~m~piy.,with the applicable provisions of law may constitute an offens~ne or~imp~onment or both. DATED: April 19, 2004 . ~ Damon Rallis ," ~ Plans Examiner (cert. mail) Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 Fax (631) 765-9502 Telephone (631) 765-1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER TO: Susan Lomangino 327 Greenlawn Road Greenlawn, NY 11740 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 1150 Old Main Road, Laurel TAX MAP NUMBER - 1000-122-7-8.6 Pursuan5 to Section 100-31B12 of the Code of the Town of Southold, New York, you are notified to immediately suspend all work and building activities until this order has been rescinded BASIS OF STOP WORK ORDER: Stables and riding acadsunies require special exception from Zoninq Board of Appeals and Planninq Board approval. CONDITIONS UNDER WHICH WORK MAY BE RESUMED: When Zoninq Board & Planninq Board issue approvals Failure to remedy the conditions aforesaid applicable provisions of law may cons~tlE by fine or imprisonment or bot~/ DATED: Nov. 26, 2003 k~/~ _~ ~al~ ~nd to comply with the !~q offense punishable TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 -. ~wwv. nor thfor k.net/Southold/ Examined ,20 Approved ,20 Disapproved Expiration .20 PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 3 sets of Building Plans Plmming Board approval Check Septic Form N.Y.S.DE.C. Contact: Mail to: t,q,,a,, Phone: t'& ~t~ Building Inspector APPLICATION FOR BUILDING PERMIT Date b,/~,d~,nr~l o9. ,20 O'-/ INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location Of lot and of buildings on premisks, relationship to adjo!nmg premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Pemfit. d. Upon approval of this application, the Building Inspector will issue a Building Pemfit 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 thc Building Inspector issues a Certificate of Occupancy. f. Eve~, building pem~it 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 vmy authorize, in writing, the extension of the penmt for an addition six months. Thereafter, a new permit shall be required. APPEICATION IS HEREBY'M ~ADE to ;he Bffitding Department q3r the issuance ora Building Permit pursuant to the Buildir}g Zone Ordinance of the Town of Southotd, 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 necessa~r inspections. (Signature of applicant ~5'~,ttame, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (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. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Subdivision (Name) Section 12~.. oO Block 07, oO Filed Map No. Lot Lot 2. State existing use and occupancy of premises and intended use and occupancy' of proposed constt'ucttou' a. Existing use and occupancy b. Intended use and occupancy J~.e.~ ~g,~.c.~, ,-.ob d,a.~,0.-.~ ~,~r~ _ . Nature of work (check which applicable): New Building Repair Removal Estimated Cost If dwelling, number of d~velting units If garage, number of cars Addition__ ~ Alteration Demolition Other Work Fee (To be paid oo filing this applic~tiotO p,//~ Number of units each floor ,,J'/,~ dwelling on 6. If business, commercial or mixed occupancy, specie' nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front I_~, Height ~7 '-o" ~ Number of Stories Dimensions of same structure with alterations or additions: Front lq5, q ' Rear 18o, q ~ Depth t6e.q ' Height 3.'~'oo ~" Number of Stories oa~- __ 8. Dimensions of entire new construction: Front Rear Depth Number of Stories Height 9. Sizeoflot: Front IcJqr~ ' Rear ~'~' Depth 10. Date of Purchase Name of Former Owner l l. Zone or use district in which premises are situated l 2. Does proposed construction violate an.,,' zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises'? ",'ES NO 14. Names of Owner of [l~remises~~,Address hone No. Name of Architect ~__ Address~~one Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES K' NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO ~ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate fouudation plan and distances to property lines. l 7. If elevation at any point on property' is at 10 feet or below, must provide topographical data on sun"ex'. STATE OF NEW YORK) ,~S S: COUNTY OF ~'~-I ~ r'd L~ t.) t~ tc//V6L ftc/ O being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the U, v'./ ~V ~ .,Q.. Agent, , . of said owner or owners, and is duly authorized to perform or have performed the said work and to make aud file this application; that all statements contained in this application are tree 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 ~ Nota~' Public PA1~IC'~ C. MOORE ~ Publio, State of New York Nots",' ' ~uffolkCounty-No 48616~;, ~Sml, Commmsion Expires June 16, ~' ~ CommmS~o" ~-"~' ....... Signature TOWN OF SOUTHOLD BUILDING DI~PARTMENT TOWN SOUTHOLD, NY 11971 TEL: (631) 7654802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined ,20__ Approved 20__ Expiration 20 __ PERMIT NO. Buildin BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying'? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Contact: "~i~ Mail to: Phone: gIfispector ~[ APPLICATION FOR BUILDING PERMIT Date ,20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commen~l keTore 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 prenfises available for inspection throughout the xvork. 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. t: Every building permit shall expire if the work authorized has not cormnenced 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 MAI)E 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 tbr necessary inspections. ( 'g pp ' t or n~anle, ~ corporation), (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises I (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which prop, q&ed work,2~vill be done: , / / vo dl cd3 ca_ House Number Street Hamlet County Tax Map No. 1000 Section /~52, Block ~/ Subdivision Filed Map No. (Name) 2. State existing use and occupancy ofpremisss and intended use and occupancy of proposed construction: a. Existing use and occupancy /TLVa~ b. Intended use and occupancy ~2ff~ ~ c/ 3. Nature ofwork (check which applicable): New Building__ Repair Removal Demolition .. L Alteration Other Work 4. Estimated Cost 5. If dwelling, number of dwelling units If garage, number of cars 6. 7. Fee (Description) (To be paid on filing this application) Number of dwelling units on each floor _ . If business, commercial or mixed occupancy, specif.v nature and extent of each t3~e of use. [Lccgt Dimensions of · ' ting sJ/u~ffires, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories Rear 8. Dimensions of entire new construction: Front Height Number of Stories Rear Depth 9. Sizeoflot: Front Rear _Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from ' ' prem ses. YES NO 14. Names of Owner of premises Name of Architect Name of Contractor Address Phone No. Address Phone No Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES * IF YES, SOUTHOLD TOVCN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. NO 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 survex. STATE OF NEW YORK/ · SS: COUNTY OF~) ]/2~3ct;cq, t'/c'/~ktl.4.x.-- being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the di~g~l'42--~- (ContraCtor,-- Agent, Corporate Officer, etc.) of said mvner or owners, and is dui.,,' authorized to perfom~ or hwe performed the said work and to make and file this application: that all statements contained in this application are tree to the best of his knowledge and beliefi aud that the work will he performed in the manner set forth m the application filed therewith. ~x.~tary Public 20 ()q Signature of Applicant BONNIE J. DOROSKI Reta~ Public, State Of New Yottc Ilo. 01D06095328, Seffelk Cg. unt~ Term Expire July 7,20 ~/ WHERE D[SCREPAN£IES EXIST BETWEEN THE LIBERTY BUILDINC SYSTEMS PLANS AN]] THE PLANS FnR ~THER 1RADES, IHE SIRU[ BUILDING LOADS / DE~CRIP]IBN~ WIDTH: 1~4 LENGTH: 180 HT LF: 16 HT RT: 16 THE CDNTRACTOR IS TO CONFIRM THAT ALL LOAD [NF'URMATION COMPLIES WITH lHE REQUIREMENTS OF THE LOCAL BUILDING DEPARIMENI THIS STRUCTURE iS DESIGNED UTILIZING THE LOADS INDICATED AND APPLIEn AS REQUIRED BY : ROOF DEAn LOAD, 1.9 COLLATERAL LOAD: 5 ROOF LIVE LDAD: 80 ORDUNn SNOW LOAD: 43 FLAT-ROOF SNOW LOAD~ 30 SNOW EXPOSURE FACTOR~ 0.70 SNOW INPDRIANCE FACTOR: 100 THERMAL FACIDR: LO WIND SPEED (EXP): 120 WIND iMPORTANCE FACTOR: 0.87 RUILD[NG CATEGORY: INTERNAL COEFFICIENT: +/ 018 SEISMIC USE GROUP: I IBC O0 I, OENERAL SPECTRAL RESPONSE, Sds, 0.861 SPECTRAL RESPONSE, Sdl OllB SITE CLASS: D BASIC SFR SYSTEM (LAT): BASIC SFR SYSTEM (LONG), PSF (ROOF PANELS & PURLINS) PSF F'SF PSF PSF ( B ) MPH DESIGN BASE SHEAR: ANALYSIS PROCEDURE: OR[] STEEL MOM'T FRAME DRD, STEEL CDNC BRACED FRAME 6,5 KIPS EOUIVALENT LATERAL FORCE RnOF PANELS: COLOR: WALL COLOR: PANELS~ TRIM COLORS: GADLE, Linen White - Ky~ c_,'- .... EAVE/GUTTER, DOWNSPOUTS, CORNER: FRAMED OPENINGS: BASE: LINER PANELS~ COLOR: LHqER TRIM: COLOR: Polar Whirr Colc~.! ?_-:.~__ Linen White Kyn,ir Linen White Kynor' Linen White Kyrlor N/A N/A NET F ] U;LDING YSTEM 659i SUMMER KNELL CIDVE BARTLETT, TN 38134 PHONE; (901) 372 1E'27 FAX: (901) 372 1341 wwwLIBERFYBUILDINGSCDfM PART CODE INDEX RF- Rigid Fr(ime Member SP Bott Sptic e FB- Flange Brace EC- Endwo[I Column [] CUp IdentiFication ~ Flange Brace identff'ic'otion This order' processed Engineer: Kathy Kon±nim Phone: 901-372 1227 ext, ]37 Oetoiten: ~ :~ :~ :*' :~ ::*: Phone~ 90!-378-1~7 ex~. ~ PURCHASER: Wa[sh Structur'es PROJECT: Lomangino Projec~ JO$ NLJMBER: 01101~ DAT~: 9/25/03 LBCATIBN: Mottituck, NY 0 Dia= ® Dio=l 1/4' o~ ~A 180' O' BUT-TO-BUT DF STEEL ~6' 8' F° °F X Brocingt D 25'-4' 25' 4' X-Bpccin9 26'-8' F° oF aU~ o~ D ~ D X-Brocin§I} _9'- 6'_ 4 g'-6'_ 86' 25' 4' 25' 4' 25' 4' ANCHOR BOLT PLAN NOTE: All Bose pl.~±es ~ 100'-0' 26'-8' FOR CBNSTRUETTFIN~ Liberty PROJECT [ aDDRESs / 13Id9 Systems L omors9ino ?roject 1150 Old Main Rd Mat~i±uck, NY ANCHOR BBLT PLAN DATE: 9/25/031SHEET: RIGID FRAME MAXIMUM R£A£1IONS .............. Column Reactions (k) ....... Frm Cot Load ttmax V Line Line Id H Vm(lx 2 * A 1 72,8 64.4 7 72.7 81,3 2 * F 3 22.6 -20,1 6 -72,7 81,3 Locd Hmin V Id H Vmin 2 -22,6 -201 4 -16,0 -223 ] -72,8 64,4 5 ]6,0 -22,3 2 · Frame lines:2 7 RIGID FRAME', MAXIMUM REACTIONS .......... Column Re(lc]ions (k) ....... Frm Col Load Hmox V Line Line Id H Vmcx 3 · A 9 7],0 79,9 3 · F 3 2],9 ]96 8 -71,3 800 Lood Hmin V Id H Vmin 2 -21.9 -]9,6 4 155 21,8 1 -71.7 63.7 5 15,5 -218 .9 · Frame tines:3 6 RIGID FRAME: MA×IMUM REACI!ONS ............. Column Re(ia]ions (k Fpm Cot Lood Hm(ix V Lood Hmln V Line Line Id H Vmox Id H Vmin 4 · A ll 71,2 80I 2 -21,9 -19,6 4 ~ F 3 21.9 -19.6 1 -71,7 6%8 10 -712 80.0 3 21.9 19.6 4 ~ Frome Ones:4 5 RIGID FRAME: Line Line 2 · A 2 · F --- Dead .... HoP~z Vent 7,80 7,83 -7,80 783 Frome Column - Wimd_R2--- Line Line Hor~z Vent 2 · A -11,15 -872 2 · F 16.87 -]3.73 BASIC COl LIMN REACTIONS (k) -Coilo'cenol- -Live .... Wind L1 ..... Wind Ri .... Wind_L2 -- Honiz Vent Honiz Ver~ Horiz Vet± Horiz Vent Horiz Ven~ 9,39 8,17 55.59 48,36 27,31 24,80 21.58 -19.80 -16,87 -13.73 -9.39 8,17 -5559 48,36 2158 19,80 27,31 2480 11.15 -8.72 Seismic_L- -Seismic R - --LnWind_L - --Ln~/ind R-- FIUNB LL 1- Horiz Vent Horiz Vent Horiz Vet± Horiz Yep± Horiz Vet% 0.85 -0,19 0,85 0,]9 0,00 0,00 0,00 0,00 55,34 3],I7 085 0.19 0,85 -019 0.00 0.00 0.00 000 -55,55 6%26 Fr(ime Column -FIlJNB LL 2- Line Line Horiz Ver¢ 2 ~ A 55,55 6526 2 · F -55,34 31,17 Frame Column -- De(id --- Co]Latero[- --Live ..... ~/ind_L1 ..... Wind_RI .... Wind_L2 -- Line Line Horiz Ver't HoPiz Vent Horiz Vent Honiz Vet± Horiz Vent Horiz Vent 3 · A 7,54 7,64 9.68 8,72 53,33 46,95 -26,46 -2416 -20,89 -1929 16,36 13.38 3 · F 7.54 7.64 9,94 8,80 54.17 4728 P0.89 -19,29 26,46 -24,16 10,78 8,50 Frame Column Wind R2 - Line Line Horiz Vent 3 · A 1078 -8,50 3 · F 16,96 i338 -Seismic_L-- Seismic R .... LnWind_L .... LnWind_R- -F2UNB_LL 1- Hopiz Vent Honiz ~/ept Honiz Ven~ Honiz Ve~t Honiz Vent 0,82 -O&9 0,82 gl9 O.gO O.OO O.OO O,OO 53,55 30,35 -0,82 019 0,82 -0,19 0,00 000 0,00 O,O0 -53,77 63,54 Frome Column -F2UNB_LL 2 Line Line Horiz Ven~ 3 · A 53.77 63,54 3 · F 5355 30,35 Fr(ime CoU4mn -- Be(id .... Collateral ..... Live - --kC]rid LI- --Wind R1 -- Wind_t2--- Line Line Horiz Vent Horiz Vent Honiz Vent Horiz Ver~c Horiz Vent Horiz Vent 4 · A 754 7.64 993 8,89 53.22 46,9] -26,46 -24,16 -20,89 -19,29 -1636 ]3,38 4 * F -7.54 764 -9.93 8,81 54,26 47.32 20,89 -1929 26,46 -24,16 10,78 8,50 Fr(ime Co(utah Wind R2-- Line Line Horiz Ven'c 4 · A -10,78 -8.50 4 * F 16,36 -13,38 Seismic_L -Seismic_R-- -LnWind_L-- LnWind_R-- -FSUNB LL 1- Honiz Vent Honiz Vent Horiz Vent Honiz Vent Honiz Vent 0,82 -0]9 0,82 0,]9 0,00 0,00 0,00 O,OO 5355 3035 -0.82 0.19 0,82 -0.19 O,O0 0,00 0,00 0,00 53.77 63,54 Fr(ime COtL~mr/ F3UNB_LL 2- Line Line Horiz Vert 4 · A 5377 6354 4 · F -53.55 30,35 2 · Fnome lines: 2 7 4 · Frome lines: 4 5 FOR PERMIT ONLY NOT FOR CONSTRUCTION Liberty B(d9 Sys±ems PROJECT [ Lom~ngino Pr'o.jec± ID / 011011 PROJECT 1150 Old Mo, in Rd ADDRESS j_ Mctti±uck, NY Welsh Strut_tut'es ANCHOR BOLT DERAILS & REACTIONS DESIGN: KK JDRAF T: I CHEEK: DATE: 9/25/031 SHEET: lA ANCHOR BOLT SUMMARY Qnt Loc Dic Proj (in) (in) 0 32 DJ 5/8' 1,50 0 48 EW 5/8" 1.50 ~ 72 RF 1 i/4' 3,50 Nc= 5/8" EW/ · J 2" SW p2" See P~an. D~TAIL G Dic=l iI4",~,, See P[an.I'~2 1/2" DETAIL $ S~se EL.99'-8' 5/8" Dia: 5/8" EW/ _ 12" · See Ptan DETAIL Dic= 5/8" Dia= 5/8" 4~ Er/ L ~ It ,See PLan, 2" DETAIL F Dic=5/8~1 See Ptan DETAIL A Base EL99' 8' EW a 1/4" DETAIL Base EL. DETAIL C SW Base EL, 9 8 ENOWALL COLUMN REACTIBNS(k ) MAXIMUM VERTICAL DL+CO+LL= 14,7 MAX]MUM VERTICAL DL+WL = -6,~ MAXIMUM HORIZONTAL DL+WL 5.1 BRACING REACTIONS, PANEL SHEAR -+ Reactions (k) Panel -- WaLl-- CoL --Wind .... Seismic- Shear Loc Line Line Honz Vent Hartz Yep± Gb/Ft) L EW 1 19 F_SW F 2 ,3 52 2.9 5.8 3.3 6 ,7 5,2 2,9 58 3,3 R_EW 8 ~9 B SW a 7 ,6 52 2.9 5.8 3.3 3 ,2 52 2,9 5,8 3,3 POCKETED CDLUNN S£CTIDN QBaSE BELOW FINISH FLOOR NOTES FOR REACTIONS Dui[din9 neactions are based on the CoUowing buitdin9 data~ Width (Ft) - 184,0 Length (Pt) I80,0 Eave Height (Ft) = 16.0/16,0 Roof S~ope (nlse/]~) ~0/ ~O Dead Load (psF ) 1,9 CoHatena~ Load (psF =) 5.0 Roof Live Load (psF=)~0,0 Fname Live Load (psF=)~.0 Snow Load (psF ) 30,0 Wind Speed (mph) = 1800 Wind Code IBC O0 Exposupe = B Ctosed/Bpen = C Importance Wind = 0,87 Importance Seismic = 100 Seismic CoeFF (Fa~Ss) 0,39 Id BescnipNon DL+CD+LL 2 0,60DL+WL1 3 0,60DL+WR1 4 0,60DL +LnWndL 5 0,60DL +LnWndR 6 DL+CO+FiUNB_LL 1 7 BL+CO+F1UNB_LL 2 8 DL+CO+F2UNB_LL 1 9 DL+CD+F2UNB LL 2 10 BL+CO+FSUNB_LL 1i BL*EO+FSUNB LL 12 0,60DL+WLi+W~ ]3 O,60OL+WRi+WS 14 O,60BL +WP Liberty PROJECT I IpDRE]JECT / ADDRESS [ BldQ Systems Lomangino Projec± Wetsh Structures ANCHOR BOLT DETAILS & REACTION: OllOll 1150 Bid Main Rd Mattituck, NY DESIGN, KK [[]RAFT~ I CHECK: DATE: 9/25/03 ] SHEET: BPL [CE BOLTS Sprite onr Top DF Ptcre OnB°tt°mt B¢ Prate Mor-k Typ Iii(1 Len Typ Bio Len Dp- I i A3B5 i,250 4.00 ! A325 1250 400 Sp- 2 A325 ,,O00 3,00 A325 1.000 3.00 Bp- 3 A325 0,625 2,50 A325 0,625 2,50 ~7FLANGE BRACES: 3o±h Sides(U.N) FBxxA(I)~ xx=tengrh(in), (i)=one side A F2X2Xi/8 B F2X2X316 MEMBER SIZE TABLE WEB DEPTH WEB PLATE OUTSIDE FLANGE PIECE WEIGHT STARF/END THICK LENGTH W x ~ x LEN RFI 1 ]275 ]4.0/45,0 0375 ]94.0 8 x 3/8' x ]86,4 8 x 3/8~ x 539 RF1-2 1897 48,0/430 0,375 106,8 8 x 3/8' x 276,6 43.0/28,6 0.313 177.8 RFI 3 2016 285/285 0.313 240,0 6 x 5/8' x 180,0 28.5/28.5 0,313 180.0 6 x 3/4' x 2400 [NSIDE FLANGE W x T x LEN B x 5/8' x ]44.8 8 x 5/8~ x I069 8 x 5/8~ x 178,4 6 x 5/8' x 180,0 6 x 3/8' × 235,2 Cd 3'-9" .I 3'-9' 3'-9 7/8~ 115'-0 1/4" 3'-9 7/8" CLEAR +/ 124'-0~ OUT-TO-OUT OF STEEL RIGID FRAME ELEVATION FOR FRAME LINE 2 7 GENERAL NE]TBS: l, See Der(iii 07 For FL(lnge Broce Artcchmemt, 2 See Pe~oit R22 f'or Formed Ridge Trim A%~cchment 3. Ail Roof P~nets (Light ~nd Me±or) Must H~ve At Leost 2 Spons, Tho± Es, Suppon~d B~ A~ Le&st 3 Roof g~¢~4~¢~ts NOT PERMTT BNLY FOR CONSTRUCT[O~?~ Libeety ]3LdQ Systems PROJECT I Lom~n9imo Project ID / OllOll PROJECT 1150 BEd Main Rd ADDRESS Mo~ituck, NY RIGID FRAME ELEVATION DESIGN: KK IDRAFT: I CHECK: DATE', 9/25/03 I SHEET: 2 SPLICE BOLTS SpUce ant Top O? Piate QmB°tt°mt O? Plate Mark Typ DJo Lem Typ Dic Len Sp- ] ! A325 1.850 4,00 ! A325 i.250 400 ~]~LANGE BRACES: Both Sides(O.N) FBxxA(i> xx=tength(in), <l)=one side A - F2X2X1/8 3 - F2X2XS16 MEMBER SiZE TABLE (ir,) PIECE RF2-1 RF2-2 RF2-3 WEIGHT 1257 1798 2017 WEB DEPTH WEB PLATE START/END l H I ~C=KI LENGTH 14,0/44.0 0,37J 193.8 47.0/43,0 0,375 107,6 43,0/286 0,313 177.8 28.5/28,5 0313 240.0 28.5/285 0,313 1800 OUTSIDE FLANGE W x T x LEN 8 x 3/8~ x 1864 8 x 3/8' x 52,9 8 x 3/8' x 99,8 6 x 1/4' x 177,8 6 × 5/8' x 180,0 6 x 3/4~ x 240,0 INSIDE FLANGE W x T x LEN 8 x 5/8' x 1454 8 x 5/8' x 1077 6 x 3/4* x 178,3 6 x 5/8' x 180,0 6 x 3/8' x 235,2 1/4" ~ t'-tO ~ 3,-9~ 3' 9" B57 A¢I)~.~B5 PhS 3'-9 u 3'-8 7/8" 115'-8 1/4" 3'-8 7/8~ CLEAR +/ 124' 0" OUT-TO-OUT OF STEEL RIGID FRAME ELEVATION FOR FRAME LINE 3 6 GENERAL NOTES: l, See Detail G7 For FLange Broce Att(lchment, 8. See Detail R22 For Formed Ridge Trim Attachment, 3. AK Roof Pane~s (Light and MelaU Must H~ve At Leos± 2 Sports, fha± Is, Supported By A~t Leos± 3 Roof §tructurats, IFBRPERMIT NOT FOR CONSTRUCTIONJ_~ Liberty Btdq Systems OJECT/ Lomcngino Project PROJECT [ 1150 Old Main Rd ADDRESS / M~tti±uck, NY Watsh Struc±upes RIGID FRAME ELEVATION 01]011 DESIGN: KK IDRAFT: I CHECK~ DATE~ 9/25/03 I SHEET', 2A SPLICE DOLTS SpLice ant lop OF' Ptote Bottom OF P/a~e Mark Typ Bio Len Qnt Typ Bio Len Sp- 1 6 A325 1250 4.00 i A325 ],250 4,00 Sp- 2 66 A325 1000 3.00 A325 1,000 3.00 Sp- 3 A325 0,625 2,50 A325 0,625 2.50 ~TFLANOE BRACES: Both Sides(O,N,) FBx×A(1): xx=Length(in), (1)=one side A F2X2X1/B B - F2X2X31G PIECE RF3-1 RF3 2 WEIGHT 1257 1798 43.0/28,6 RF3 3 2017 28.5/285 I 28.5/28,5 MEMBER SIZE. ]ABLE (in) WEB DEPTH WEB PLATE OUTSIDE FLANGE START/END THICKI LE.NGTH W × T x LE.N 14.0/440 0,375 r 193.8 8 x 3/8' x 186.4 8 x 3/8' x 52.9 47.0/43,0 0,375 [ 107,6 8 x 3/8' x 99,8 0,313 /177.8 6 x 1/4' x 177.8 0.313 240,0 6 x 5/8' × I80.0 0,3 3 1800 6 x 3/4' x 240,0 iNSIDE FLANGE Wx T xLE'N 8 x 5/8" x 145.4 8 × 518' × 107,7 6 × 3/4' x 1783 6 x 5/8' x ]80,0 6 × 3/8' x 235.2 1'-0,, Cz) 7/8' 115'-2 1/4' 3'-8 7/8~ CLEAR +/- 124' O' OUT-TO-OUT OF STEEL RIGID F AME ELEVATION FOR FRAME L]NE 4 5 GENERAL NB~ES: 1. See De±aiL G7 For FLange Brcce Attachment, 2. See Detail RD2 For' Formed Ridge Trim Attachment, 3. AU Rage Pane~s (Light and He±a[) Must Hove At Least 2 Spsms, lhct Is, Swpporte~ By At Le~s~ 3 Roof Stcucturo~s FOR PERMIT E]NLY NOT FOR CONSTRUCTION Libepty ]}tdq Systems ]P~BJEOT [ Uomongimo Pmoject PROdECT ~ 1150 Otd Main Rd ADDRESS [ Mc~±tituck, NY RIGID FRANE ELEVATION 0~0]~ ]RESIGN: KK [DRAFT: I CHECK~ DATE: 9/25/03]SHEET~ 23 10' 124'-0' OUT-TO OUT OF STEEL 24'-2' LC-1 EC 2 BOLT TABLE: FRAME LINE LOCATION QUAN TYPE DIA LEN ER-l-ER-2 8 A325 5/8" 2 ER-2-ER-2 4 A325 5/8~' 2 1/2" ER-2-ER-3 8 A325 5/8" 2 1/2" Car-net_Column 4 A325 1/2" 2" CoLumn 4 A3e5 i/2" 2" do. mb 16 A325 1/2" TRIM TABLE 6-3 T EC-3 EC-4 EC 5 ENDWALL FRAMING', FRAME LINE RTRM34 56963 G 6 3'-9 [ I 56140 ENDWAL/ SHEETING ~ T~IP, FR~E LINE PANELS: 26 Ga, BK - Linen Whi~e Kynar FRAME LINE 1 IMARK LENGTH 569]2 20'- 3" 569]6 eO'-3" 56140 10'-2" KTRM66 16'-3" 56122 10'-2' DETAIL RI3 Ri9 R16 R17 MEMBER TABLE FRAME LINE 1 MARK PART LC-1 LC-2 LC-3 LC-4 EC 5 LC-6 ER-1 ER-2 ER-3 DJ-1 DJ-2 DJ 3 DH-! DH-2 G ~ WBXIO W8X]3 W8X21 W8X21 WSX13 WSXIO WIOX19 WlOX19 LENGTH 15'-8 l/2' I8' 8' 22'-10* 22'-10~ 26'-9 3/8" 34' 10 7/16" WlOXI9 26'-9 C8X13,75 23'-1 3411440 16'-0 3391640 I4'-8 3391640 15'-1I 3391640 7'-11 3206640 23'-4 3/8" 3/4" 1/2" 1/2' 3/4" 3/4 ' 1/8" Brace Attachment, GENERAL NOTES: See Detail 67 f'or FtcnRe G 2 0-3 G 4 G-5 0-6 0-7 3206440 23' 4 ]/8" 3206440 24' 4 1/2" 3206340 3'-4 1/2" 32'06340 5' 11 1/2" 3206340 13'-0" 3206340 ]'-8 5/8~ FLANGE BRACE TABLE FRAME LINE i VII) MARK LENGTH 1 FB23 Y-Il" CONNECTION PLATE LINE: 1 MARK/PART FRAME OlD 1 hi 2 BCIO 3 bl 5 4 c] PERMIT I]NLY~ ~?T~FOR CONSTRUCTfE1N~ Liberty 8[dq Systems PROJECT I LomonRimO Pcojec~ ID [ 011011 PROJECT 1150 OLd Main Rd ADDRESS Mcttituck, NY Wo,[s½ Stru~ctures ENDWALL FRAMING DESIGN, KK IORAFn I CHECX, DATE: 9125/031SHEET,, 3 10' 12 ~2'-1' EC 1 124' 0~ OUT-TI] nUT OF STEEL 24'-2' RA [] G-6 G-6 ~x ~a G 6 G-3 24' O' G-5 5-3 DH-1 ~-.I G 3 BA 25'-0' G 4 4D G-4 24'-2' G 3 G 3 G-3 T Z I~1] [[] T i CC-2 CC-3 EC 4 EC 5 6-2 O-1 ENDWALL FRAMING', FRAME LTNE 8 RTRN34 2'~. 12 eI 1¸ EC-6 BOLT TABLE: FRAME LINE 8 LOCATION QUAN TYPE [)IA LEN ER 3-ER-2 ER-2-ER-2 ER 2-ER-1 Corner Column Jamb 8 A325 4 A325 8 A325 4 A325 16 A325 5/8~ 2 112" 518" 2 1/2' 5/8' 2 1/2~ 2. 1/2~ 2" 1/2~ 2~ TRIM TABLE FRAME LINE 8 ]] MARK LENGTH DETAIL 56912 ~0~-3~ R13 56916 20'-3' R19 56140 10'-2" R12 KTRM66 ]6'-3~ R16 ' 56122 10'-2' R17 MEMBER TABLE FRAME LINE 8 MARK PART LENGTH CC-1 CC-2 CC-3 CC-4 CC-5 EC-6 ER-1 ER-2 ER-3 DJ-1 BJ ~ DJ-3 DH 1 DH-~ W8X]O WSX]3 W8X2] WSX21 WSX13 W8X]O WlOX]9 WlOX]9 WlOX19 C8X13 75 3411440 3391640 3391640 3391640 3206640 3~06440 15' 8 1/2" 18'-8" 22'-10' 18' 8" 15'-8 1/2" 26'-9 34'-10 7/] 6" 26'-9 3/8" 23'-I 3/4~ 16'-0 ]/2" 14' 8 1/2" 15' 1i 3/4" 7'-11 3/4~ 23'-4 1/8# 23'-4 1/8' 56963 ~ 569 5604 6 56[40 ENDWALL SHEETING 8* TRIM', FRAME L TNE 8 PaNEL2~ 26 Go ~K - Linen White - Kynor GENERAL NOTES: See Detail G7 For Flange Brace Attachment, OR PERMIT ONLY UOT FOR CONSTRUCTION~ Liberty ~ldq Systems PROJECT I Lomangino Pro jet± ID / OllOli PROJECT ]]50 OLd Main Rd ADDRESS Mcttituck, NY G-3 6-4 q-5 G-6 G-7 3206,440 24'-4 I/2 3206340 3'-4 I/2" 3206340 ]5'-1l ]/2 3206340 13' O' 3206340 1'-8 5/8~ FLANGE BRACE TABLE FRAME LINE 8 VID MARK j LENGTH ~B23 l'-ll~ %/eLs½ Struct CONNECTION PLATES FRAME LINE: 8 MARK/PAR~ '-,hi b G DESIGN, KK IDRAFT, j CHECK, DATE: 9/~5/03 I SHEET: 3A ENDWALL FRAMING ISPECIAL BOLTS OU2AN A325 TYPE DIA LEN WASH 1/2" 2" 0 ? ER-3 ? PURLIN LAP 180'-0' OUT TO-OUT OF STEEL 26' 8' 25'-4' ~! 25' 4' T1 I' P-I (Typ) ER-1 ER-2 P 5 (Typ) P 3 (Typ) ~ER-2 RF2-3 RF3-1 E-6 E] ] [ P ~ (Typ) RF3-2 RF3 3 P 3 (Typ) RF3-3 25'-4' __~ ~5'-4' e RF3 1 E-Z P 3 (Typ) RF3 8 RF2 I E-2 RF1 1 P-4 (Typ) P 5 _~x~x //J__ __ (Typ) RF?-3 ER 8 RF1-3 P 3 (Typ) 7F3 3 RF3-2 P-I (Typ) :L_ ER ~ H RF1-3 RF~-2 ER 3 W T W ? MEMBER TABLE MARK PART LENGTF P-1 3210140 29'-9 1/2" P-2 3210140 30'-7 ]/2" P-3 3810140 29'-7 1/2" P 4 3210140 30' 7 1/~" P-5 3210140 29'-9 1/2" E-i 3203640 86'-7 1/2" E 2 3203640 25' 3 1/2" E-3 3203640 25'-3 ~/2' E-4 3203640 26' 7 ~/~' E-5 3203640 26'-7 ~/2' E-6 3203640 25'-3 ~/~' E-7 3203640 26'-7 ~/2' CB ~ 3/8 COL 34'-~' CB-3 3/8_EBL 33'-3" CB 4 i/4_CBL 25'-~0' CONNECTION PLATES ROOF PLAN EAioMARK/PART RF2-2 E-i RF~-i E-8 RF2-i E-2 RF3-1 E-3 RF3-i 2' , 3/4'~,_, B' I 3/4't,I 2' ! 3/4'~j2,_t e' i 3/4' 3' i 3/4' 3~7,I 3/4' 3/4' 3/4' 3/4' ROOF FRAMING PLAN GENERAL NSTES: ~, The Typico~ Puriin-to-Fram~ Connection Uses 4 - 1/2" x ~ ]_/4" Botts, 2, ALL Roof Panels (Ligh± and Me±iL) Must Hove At Leos± 2 Spcns, That Is, $uppor±ed Sy At Least 3 Roof 3, The '¢idep F~cnge ~¢' ;he PuMin WiR A/tecnote Fpom Top To ~ottom Adjacent Bays, See Detoit R75, 4, Dashed Lines in Boys Represent A Pair OF Puffin StabiLity Bt'ac in9 St~ops, Evenky Spaced _~n 9oys, See De%oils RF2 1 E-2 RFi-I E 4 Liberty PROJECT ) A;SRESS] ONLY PEcdN~T~UCT~N~ 8[d.q Systems komong~no Project e ALIERNAIE ~[DER FLANGE WeLsh SirucLures ROOF FRAMING 011011 1150 OLd Main Rd M(ittituck, NY DESIGN, KK JBRGFT, [EHE£K: DA~E', 9/~5/03 I SHEET', 4 i80'-0' BUT-TO-BUT OF STEEL PANELS~ 26 Ga, BK 49 - Burrfished Slate L~ (60) FOR PERM]iT ONLY NOT FOR CONSTRUCTION GENERAL NBTES~ 1, A'~t Roo¢ Panets ('Light That Is, Supported By At Hera's) Must Have At Least 2 Spans, Least 3 Roof Str-uctumals, Liberty PROJECT IpDROJECT ADORESS ]~/dg Systems r Structuces Lomcngino Project IRE]OF PANEL 011011 Old Hair, Rd Matti±uck, NY DESIGN: KK IORAFT~ [ CHECK~ bATE: 9/25/03JSHEET: 4A i ~~,R~TRIM TABLE E~L~NE A ARK LL6_NG T H 5608%- 56140 116 -3 ~T~M66 I !.E 9 RI6 RI7 56091 56962 56088 180'-0' []UT-TD-D[JI DF STEEL 25r 4' G-9 E-E G 9 G-9 G 9 C-2 E 2 G 9 26' SIDEWALL FRAMING: FRAME LINE A 6-20 G-20 G 20 E 7 EC t 56962 56089 [ 56140 , , , = =-I, , - , × ~. } _ YI_ J_l J I /L L L£L i I I / ] I ] ~ SIDEWALL SHEETING ~ TRIM: FRAME LINE- A ,MEMBER TABLE FRAME LiNE A ~MARK DJ 4 DJ-5 DH-4 DH 5 E-2 E-5 E-6 E-7 G-9 G-I4 G-15 G-16 G-17 PART LENGTH 3391640 I5'-t 3391640 15'-1 1/2' 3391640 3'-3 3/4' 3391640 9'-1I 3/4' 3203640 25'-3 1/2' 3203640 26'-7 i/2" 3203640 25'-3 1/E' 3203640 26'-7 1/2' 3205440 27'-7 !12' 3205440 3'-8' 3205440 3'-3 1/2~ 3205440 20' 3205540 20'-2' 3205440 7'-I0' 3205440 9'-2' 3205440 3205440 3/8 CBt 27'-5' FFC~-NEC T II]N PLATES RAME LiNE A ~ M ARKTP~ I 2 I BC~O I/_~f~NiFJ~ PERFI].T ENLv IT FDR C~NSTP. UCTIBN Liloer'ty PRDJECT I I IpDRFqjECT ADDRESS ]Dtd ~q Systems Lomcngino Project Ol]Oll 1150 El[d Moin Rd Mattituck, NY :IDEVALL FRAMING IES[GN: KK ]DRAFT, [CHECK, lATE: 9/26/031SHEET: 5 26,-B· EC-6 6IRT LAPS 56091 56962 56088 E 1 G-B 25' 4' OUT 10-OUT OF STEEL G-8 BA I~ 25'-4' ? 25'-,I' E 2 __ E-2 6-9 G-9 6 9 25'-4' E-C E 2 26'-8" E-4 6 13 6-13 C 13 -- - i I I I RF2 ] RF3-1 RF3-I RF2-t RKt-I EC-i SIZiEWALL FRAHIN6: F RAHE LINE F A RIM TABLE ME LiNE F MARK I LENGTH 56916 / 1£/-3' 56140 / 16'-3' KTRM66 ] I 2 I 56122 | 16'-3' DETAIL RI4 R!9 Ri2 Ri6 RI7 MARK DJ-4 DH 3 E 3 E 4 G 8 G-Ia G-ii G-13 CB-1 MEMBER TABLE FRAME LINE F PARI LENGTH 3391640 3391640 3203640 3203640 3203648 3803640 32O5540 3205440 3205440 38O5440 3205440 3805548 3/8 CBL 15' 1 ]/2' 6'-3 3/4' 26' 7 25' 3 1/2' 25'-3 1/2' 26'-7 27' 9 1/2' 87'-7 1/2' 10'-4' 6'-3 1/2' 87'-9 1/2' 87' 5'  ~CTION PLATES RANE LINE F / BCiO I GC28 ~ GO19 56962 56089 56140 SIDEWALL SHEETING & TRIH: FRAHE LINE F PANELS: 26 G~i, BK - Linen White Kyn~r FBR CONSTRUETTBN.~ N~} P~OJEGT ADDRESS Btdg Sysiems Lomo. ngino Pro.ject Wo[sh S±ructures SIDEWALL FRAMING OiZOii DESIGN: KK IDRAFT', r CHECK', 1150 Bid Main Rd Mo ttituck, NY 9/26/03 ISHEET: PLATE (~})SECTIBN THRU ENDWALL RAFTER (~R[3OF P[JRLIN TO INTERII2R FRAME RAFTER ENDWALL RAFTER TB COLUMN 8 BOLTS, 0,5' x 8.00' BOOR QSTRUT TO INTERIOR FRAME (C~ENBWALL COLUMN TO WALL GIRT (~CIDRNER COLUMN TO WALL GIRT BA§E PLATE FOR DBBR JAMB AND ENDWAIL COLUMN ',,,/ALL GiRT TO FRAME COLUMN EAVE STRUT TO CORNER COLUMN SE£TrBN ELEVAT[BN QEAVE STRUT TI2 RIGID FRAME INSET, LOWSIDE FBR PERMTT BNLY Liberty Btdg Systems PROJECT ILomc, ngir,o Project ID [OllOli __5 PROJECT 1150 OLd Mmn Rd ADDRESS Mctti~uck, NY DETAILS EYEBOLT ~ NUT DIAGONAL CABLE, EYEBOLT EN[ TO CONCREI[ FOUNDAT!ON IS BY / OTHERS AND MUST BE ADEQUATE TO SAFELY RESIST 1HE LOADS ON (R~ HEADER TRIM ROOF SiRUCTURAL FASTENER DETAIL <PBR PANEL) :1 {1~) BASE TRiM (~DUTSIDE CI]RNER lRIM R PANE L PEAK HOX ./ RAK£ TRIM AT EACH GIRT i I '  WALL FASTENER DETAIL R PANEL (~ DOWNSPDUT FBR CFJNSTRUCT~;E]N I/4%9 SEE WALL FASTENER DETAIL ---- EXTERIOR WALL PANEL GUTI£R TRIM RIDGE TRIM QJAMB TRIM R PANEL Liberty ]BLd9 Systems PRE]JECT iLomcngino ProJect; PROJECT ~1150 Otd Hcin Rd ADDRESS INottitr.~ck, lilY  RDDF STITCH FASTENER DETAIL (PBR PANEL) Wotsh Structures DEI'A[LS (~SIDELAP SEALANT DETAIL / (~ V/ALL LIGHT - WALL LIGHT PANEL -- EXTERIOR WALL PANEL ~ANEL (RG~ENDLAP SEALANT DETAIL ID The WMer FtonDe, ALTERNATE WIDER FLANGE LIGHT RTRN36, PANEL INSdl ATIBN RETAINER (~'WALL LIGHT PANEL FASTENER DE TAIL R PANEL TAPE SEALANT Z~INSULATIBN PURLIN/GIRT BEYOND (~)INSULATION RETAINER R PANEL Liberty Bid9 Systems k/o[sh Str~Jctures PROJECT DETAILS ID Lomcingino Project o1~oll I150 OLd M~in Rd Mo, ~t tc~c¼, b Y DESIGN: KK L~)RAFT: I CHECK: DATE: 9/aG/osTsHEEF 6~ PROJECT ADDRESS -- j G © © O O O O Z N 87°14'50"E 76.47' NBg'48'OO"E NOTE: BUILDING LOCATION AS PER BUILDER O£D yAIN ROAD 246. 90' SURVEYOFPART OF PROPERTY A T MA TTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. SCALE: 1%100' SEPIEMBER 15, 2003 Dec. IO~ 2003 [undereOflsL} · =MONUMENT ANY ALTERA770N OR ADDDTON TO THIS SURVEY IS A VIOLA~70N OF SECtiON 72090F THE NEW YORK STATE EDUCANON LAW. EXCEPT AS PER SEC~ON 7209-SUBDI~'ISION 2 ALL CER17FICA770NS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF PHS SURVEYOR ?¢HOSE SIGNAIURE APPEARS HEREON, P.O. 1250 NO. 765-1797 00-104 LOC. ATION h4AF' ® G N ~cl~:r~ Or ~Or~.~r' ~o~ser E S Young & Yo~r~g 400 Ostrander Aver~'~e, Riverhead, New York 1~90] 631-727-2303 5ANITARY ~ PRELL HEASI.JI~E~HENT5 CERTIFICATION 5UP-.VE¥ FOR. ' MA'r"I'I TlflGt<, ~I[~IN~ At h4c~ttltuc, k, To~n oP Dou~holcl ~uFf'olk. Gounty, Ne~ ~ork C. ount:~ 'Fox ~op ~,t~f~ IOOO s,.uo, 122 a~0,~ O'1 L0~ 8~.& A~-BUI LT AB 'LOM,ANGI"NO HO'RSE ,STABL AT M ATT IT U C K,. TOWN '0 ff '%'0 U T I-,I O! D COMPLY WITH l NEW YORK STATE & TOWN C FASTENER SPACING (INCHES) fASTeNER, PANEL 2 flEET 5PAN 4 PEL~' 5PAN G PEEr DPAN TY~J~ 5PAN ~; ~ PANEL :~ PANEL ~ PANEL 2 Y~ ~ WOOD SOUTH~O TO~ Z~ $OUTHOLO N.Y.S, DEC OCCUPANCY OR USE IS UNLAWFUL I '~ I I V' I I '~ I I I I V V I \ ~) I V ¥ ¥ I ~1 V I ~ V ~ I I I ~ L.-~ UP UUGUHANCY ' '" -- ~ N41LING & CONNECTI~s ' GENE~L NOTED AECHITECTU~L 51TE F~NI 5CA~ ,/ : = 300' //~ .,GENiaL . . '.' , P~-~NGIN~D BUILDING NOT~5 . ~ ~/~ ,', ~P~P~' 5T~NG~ ~IT AND LO~ATION OF THE Wd~K. ~PO~ IN WElTiNG TO TH~ ~HIT~ AND ~NGINEER ANY AND A~ '"CONDmoNs~JCHMA~E~THOK OTH~SEAF~.O~PEEVENT, T~EP~OPEE~EC~IONANDCOMPL~ION OFTH~ ~ EN ON ~ING. ~ ~ mO E ~G iA IT ANDL ADS~ ~UNFO I~ . ~ ~ COBpLYWITHOHA 2 ~L WO~ 5HA~ ~ON~O~ TO ~ BUImlNG COD~ A~D AISC ~T~T EDiT ON ; P~EVEs. TION "~ ' · ~ . THOLD TOWN CODE " " ' ~ 3. TH~ P~-ENGINEE~D BUI~ING 5HELL 5H~ CONFO~ TO 120 MPH ~ND5 ~ 5~ FOETH IN THE N~W YO~ 5TA~ BUILDING [ ]: ~; ~'~NST~ION 5H~ COMPLY ~y'WITH tH~ ~PUCAD~ P~OVISION5 OF THE N~ YO~ 5TAT~ : ~UJ~I~COOE~t~I~N*LO~AL~UI~INGDEP~NT~QUi~MENT5 PEOTECTION OF OPENING5 // O~TAINED B~ ~NT~OR AND D~UVE~D TO OWNEE PRIOR TO ~INAL PA~ENT, INC~DING UNPAID MNAL 5URV~ ~T~N ~ PANEL ~ ~ DFAN 4 DD~ 5PAN ~ ~E~ DDAN ' J ~ ~ I J II "~ '" ~ , CLIMATIC ~ GEOG~PHIC DESIGN C~TIE~IA , ~ ~ ~ ~ , X J ~~y~r~Ai~TFOUNDglONWALm, ONLY ~ERS~EN IT) DA~OFCONC~ECU=~M~USI~RO~" "'~' " FE~ ' LOAD MPH CgEGORY ~ATHER- FKO~T LINE DEeAY TEMP '~ H~5 W~ J PR~OSED ~ '~ ~ J ~ , lING : D~H , ' ~q~l~ ~ BUI~IN~ ~~ ~ J . , ADDREViATiOND , , ~c[ ~ ~x~..o R.s,.[.c[ ~ j / ~ ~ ~¢TO ~TM A1'85 &ND ~, AFF ABOVE FINISH FL~ EA ~H JT. JOINT STD. rST~ D~ ~ ~ J , ''~ ~E,~ICAN ~OOD,~CIATION' ' ' ' , CLG CEILrNG ~G F~TING PE PNR UNflN, gNfflNIDHED I ,~; (gO~J~¢ ~0~ M~MBK~ ~;~E, ~UPPUE~ ~m ~ND,~H~NED A(A{NST 5~L W~HE~ O~ R~T~. JOIST ~AN~ AND , ' INSUL INSU~TION ~, ~OM ' , J ¢"/":M~"m~'~B'I~'e~FO~aW~EN~YO~ST*~BUI~tNGCODE'An~OeES~olPlcATlO~' ' , ' ' ' SYMBOL5 ' ' , SANITARY DIAG~M ' /11 ::,~:,. ~,"'-, ' '. , , ' ,-~ , '., ' LIST A-A ~-I A-I A-~ A~4 OF DP. AWl NG5 -TITLE 5MEET -FOUNDATON ?LAN ¢ ~L=TAIL,5 ~ -FLOOR?LAN ' 50UTH ELEVATIO -NORTH ¢ N5 -EAST ¢ VYEST ELEVATION5 -SECTION5 ~ DETAIL5 IREMEN~ OFTHE COOEI~I~II~// YORK STATE, NOT RESPON~J~ ~ ~ ~ CONSl'H~CT~r ~ PP-.OPOSED BUILDING FOR LOMANGiNO AT MATTITUC~ TOWN OF ~'OUT~OLD ~' ~ ,5UFFOLIq CO,UNTY, NEW YORK I ' TITLE SHEET ,, ,: ~ , -,, J OFWA~ PANEL~. .. II .... ' ' ; -: ~ ~ ,~¢~¢'I ~ ~j~¢~:",¢~ ,}::r' ,' ~I'~,'~ "~' ': LC %'; ;¢,~'~'['[: ', ~'tl~ ~' ~ ~;' :' ' ~ 'lC--L,( ~ r ?~I ~,~¢.'~ ~ ~ I: i ~t.;~'~*~ ' ' ~: ' '~' ' '"';l'r j' I.r '~'' ~I ':~¢' '': '¢r:l '~t' ,'~ ' ' :' , ' ,.~ ] I :, I:.' .0 i ',~ ' ~4*~;~Li ', ,, ~"'':~, ;* "~.I I. 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MANGtN@ k AT M~'FrITucK r? - STANDING SEAM ROOE A5 MANUPACTU~D BUTLER POST AND DRAM COVEP~D ENTRY 50UTH ELEVATION ~,,,,~/ .sC:ALE: 1/6"= ILO`' 19O WITH 'H' DOME OPTION A~ MANUFACTUR[D DY FIDERGLA55 5PEC;IALTIE5 INC. OR. A?fSP-.OVED EQUAL :b COU NTOUI~. GU~'ER A~ACH PER. MANUFACTURER. GRADE DORMER. A.~ MANUPACTUR[D BY BUTLER. :UPOLA//GU I I 90 WITII 'H~ DOME OPTION A~ MANUFACTUP~D SYSTEM ~4 BUTLER. ROOF SYSTEM - COUNTOUP-. GLFrTEP-. ATTACM AD PER. MANUFAC~I'UPJER _ I ~2 Il' - POST AND,BEAM COVERJ~D GRADE PP-,OPOSED 'BUILDING POP-, :,LOMANGINO STANDING SEAM BUTLER ROOF SYSTEM, MANUFACTU'R~I~ 4UOU5 ~IDE WALL GIRT AT ALL OAY'~ WITHOUT GRADE MANUFACTURED pRE-ENGINEERED METAL BUILDING P. JDGID P~-e~kME t I I SECTION SCALE: I/8"= ILO" I" x 4" PAINTED TP-JM [~)AEO (COLOR A5 SELECTED BY PLYWOOD DECKING 12 iEAM BUTLER ROOF SYSTEM COUNTOUR GU~ER A~ACH PER. MANUPACTU~R EAVE CLOSURE IRT. BPACiNG A5 PER MANUPACTURJ~R METAL [~UILDING RIDGID FRAME "CONC~E 5LAD. 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