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HomeMy WebLinkAbout36718-ZTown of Southold Annex 54375 Main Road Southold, New York 11971 12/1/2011 CERTIFICATE OF OCCUPANCY No: 35314 Date: 12/1/2011 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: COMMERCIAL 11780 SOUND AVE MATTITUCK, N.Y. 11952, Sec/Block/Lot: 141.-3-44 Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 11/7/2008 pursuant to which Building Permit No. 36718 dated 9/27/2011 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: commercial building: 78 x 38 one stor~ shop, two story office with 6 x 38 covered porch as applied for per ZBA # 6059, dated 8/16/07. The certificate is issued to FJGerard Holdings LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 12/10/10 C10-07-0016 6/16/11 11988 10/13/10 Kevin Rempe Plumbing & Heating ignature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 36718 Date: 9/27/2011 Permission is hereby granted to: F.J. GERARD HOLDINGS LLC CIO SEIFERT CONSTRUCTION 285 MEADOW BEACH LANE MATTITUCK, NY 11952 mo~ DEMO OF EXISTING SFD & CONSTRUCTION OF NEW COMM. BLDG 78X38 1 STY SHOP,2 STY OFFICE WITH 6X38 COV'D PORCH AS APPLIED FOR. PER PLANNING & ZBA # 6059. REPLACES EXPIRED BUILDING PERMIT # 34392 At premises located at: 11780 SOUND AVE MATTITUCK, N.Y. 11952 SCTM # 473889 Sec/Block/Lot # 141.-3-44 Pursuant to application dated To expire on 3/27/2013. Fees: 11~12008 and approved by the Building Inspector. PERMIT RENEWAL $1,993.40 ~'"~---~'"~otal: $1,993.40 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. 34392 Z Date JANUARY 16, 2009 Permission is hereby granted to: FJ GERARD HOLDINGS LLC (SEIFER 285 ME~dDOW BEACH LANE MATTITUCK,NY 11952 for : DEMO OF EXISTING SFD & CONSTRUCTION OF NEW COMM. BLDG 78X38 1 STY SHOP,2 STY OFFICE WITH 6X38 COV'D PORCH AS APPLIED FOR. PER PLANNING&ZBA6059 at premises located at County Tax Map No. 473889 Section 141 pursuant to application dated NOVEMBER Building Inspector to expire on JULY 11780 SOUND AVE MATTITUCK Block 0003 Lot No. 044 7, 2008 and approved by the 16, 2010. Fee $ 2,063.40 1,993.h + 70. + 2,063-6 * ORIGINAL Rev. 5/8/02 Focm No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765~1802 APPLICATION FOR CERTIFICATE OF occUPgNcY ~ application must be filled in by typewriter or ink and subraitted to the Building Department with.the folloyring: A~ For new building or new use: 1. Final msrvey of property with acourate location of all buildings, property lines, streets, and unusual namrat or topographic features. ' ' 2. Final Approval from Health D?pL of water supply and sewerage-disposal (8-9 form). 3.. Approval o f oleelrieal installation from Board 6 f Fire Underwriters. · 4. 'Sw.om statement from plumb, or certifying that the aolder used in syatem contains leas than 2/10 of 1% lead. . 5. Commeroial building, industrial building, multiple reaidoneea and similar buildings and installations, a eertifieate of Code Compliai~oe'from architect or engineer reaponaible for the building: .6. Submit plsnniug Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957} ~ion~eonforming us~, or buildings and "pre-existing" land useaf 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly c~mpleted application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shaH state the reasons therefor in wr/ting to thc applicant. C. Fees 1. Certiflca!e of Occupancy - New dwelling $50_00, Additions to dwelling $50.00, Alterations to dwelling $50.00, , Swimming po01 $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy- $:25 . 4. Updated Certificate of Occupancy- $50.00 - 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 L~ Date. Old or Pre-exiating Building: House No. Street New Construction: Location of Property: Owner or Owners o? Property: SUffolk Co.unty Tax Map No 1000, Secfi{~n 8ubdivisi0n (check one) Hamlet Ffl~ Map. ~t: Da~ofPe~t. ~pH~e. ~J '~C,' ~ ~ Und~~ ~pw~l:~J~[~ Health D~t. Approval: Planning BoardApproval: Final Certificate: ~ (check ]kpplica~ Signaiture Requea for: Temporary Certificate 1 4 2011 BtDG. DEPI, TOWN OF SOUIHOLD .S IJ F :- O L 40 Nottingham Drive, Middle Island, NY 11953 TaleFhc~]e: 631 495 813§ - Fax:631 9806455 · E-Mail: S~EIGS~gmail.com CERTIFICATE OF ELECTRICAL COMPLIANCE Ai~t)iica nt: ~ough in inspection 9at~: Application No,; G&S Electrical Contractor ~an 26~ :2010 11988 Certificate No.: Final Inspectio~ Date: Building Permit No.: 11988 Oct 1:3, 2010 CourtW Tax Map No.: Certificate of E;ectrical Compliance is limited to the inspection a~d compliance of electrical equipment and/or .,,,ark described Oelow., installed by the applicant named above, located at the premise of and not after tho final qspection date above: ©Whet: Fred 3ohn Siefert Site Location: Siefert Construction Corp., 11780 Sound Ave, Mattituck, NY 11952 Owner's Address (if different): P,e~de alial '-'j Incoor {'~} Basement ~ Service i !Shed Commercial :i-] Outdoor [~;~J First Floor [ I Poe, [ j HoUub New { Renovation [~'-;J Secor~d Floor I-~ Attic ~ [ Garage Addition ;i~ ] Sur~ey Other: INVENTORY The electrical work and/er equipment described above were inspected and appear to be in compliance with local, state and national electrical code requirements and this office. Applicant: G&S Electrical Contractor [nspeoted By: Roger Richert License No: Bare Of Ced[Jficate: Oct '/9,2010 M, iO~, /~./10/10,. CAROLYN ALLEN Notary Public, State of New York ~.C~ommission Expire~l 09, '2013 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [~FOUNDATION 1ST [ [ ]FOUNDATION 2ND [ [ ]FRAMING / STRAPPING [ [ ]FIREPLACE & CHIMNEY [ [ ]FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 iNSPECTION ] F/OUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ]FRAMING / STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFE'rY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ X FOUNDATION 1ST [ ~)4~FOUNDATION 2ND [ [ ]FRAMING / STRAPPING [ [ ]FIREPLACE & CHIMNEY [ [ ]FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION REMARKS: INSPECTOR DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION REMARKS: INSPECTION ~,,ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION REMARKS: ~~/'~,~-~ ~ ~'"'~/a.k.~"~_../ / / . TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ~..INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE&CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT C~ISTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~~ ~ ~ t~ DATE ~- ''~ '"- ~ INSPECTOR ~~~- ~"~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST /~ROUGH PLBG. /~..INSU LATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RF. SlSTAI(I' CONSTRUCTION REMARKS: DATE, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION I ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION FRAMING / STRAPPING [ ] FINAL FIREPLACE & CHIMNEY [~,] FIRE SAFETY INSPECTION RRE RESISTANT CONSTRUcTION [~RRE/~/RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) '[ . ] ELECTRICAL (FINAL) REMARKS: DATE /- /'~-// INSPECTOR ~~~-~-)~_._ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ] INSULATION [ ]FRAMING / STRAPPING [~FINAL [ ]FIREPLACE & CHIMNEY [ ] FIRE SAr~, ~ INSPECTION [ ]F~.F. SST~'rco.s'rRucrml [ ]mR~R~s~rJ~rrPmL='rmTml DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ] FRAMING/STRAPPING ~FINAL A~ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPEGTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE R Fisher 63~-76~-~802x~028 SOUTHOLD TOWN FIRE INSPECTOR robert.fisher@town.southold.ny.us Page ~~ NOTES ~~ ESTABLISHMENT._~¢~---~-- ~---o~%'F s/b/I /<-,/f- ~,--/<',~ ' DATE COMMLNT FireNotes ~ FIELD INSPECTION REPORT ! DATE COMMENTS -~, ..................................... , STATE ENERGY CODE ~ ,~ ~DITION~ COMMENTS ~ TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, N'Y'l1971 TEL: (631) ']65-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined ,~/~ , 20_j~ Approved ,20. Disapproved a/c Expiration ,20___ PERMIT NO. 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 Fom~ N.Y.S.D.E.C. Trustees Contact: Mail to: Phone: APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 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, housing code, and regulations, and to adinit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corp~ratmn) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises If applicant is a corporation, siggatufe of duly authorized officer (Name and title of corporate officer) Builders License No. o~"/~C> ~ ~ Plumbers License No. Electricians License No. Other Trade's License No. (As on the tax roll or latest deed) 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Subdivision ¢4ame) Section Block ~"~ Filed Map No. Lot Lot State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ~/~,~&p,.~'r- b. Intended use and occupancy C_lrr~ o~ ¢-r~ ~ t-f~ 3. Nature of work (check which applicable): New Building ~ Addition Alteration Repair Removal Demolition X' Other Work Estimated Cost ~ [ ~'e~ t ¢..~_h~ Fee If dwelling, number of dwelling units If garage, number of cars (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. CoMI,z~ce.~.~ 7. Dimensions of existing structures, if any: Front ~.-'"/. Z' Rear ~1.~. 2_' Depth Height Number of Stories ;~ Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories 8. Dimensions of entire new construction: Front '~ t.. ~ Rear '~ C. ~ Height ¢T~, ~ Number of Stories o~ ~>~-~--~ 9. o~ze of lot: Front -7 ~:~ ~ Rear Depth ! 7 ~. ~-'? 10. Date of Purchase ~[*D {O'~ Name of Former Owner 11,~ ~, ~-'1-"1 Rear _Depth ~ (5 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 premises? YES__ NO 14. Names of Owner of premises ~'~. ~.ad.-~H~O>~ddress'~' ~,o 15~ or,Phone No. '-2.~ - t ~ ~, Name of Architect I~t,~,t._~ .%,j~.o~'rZ__ Address Phone No Name of Contractor ~"lG~'~-'r' ¢~-r-, Address ~-~6~ ~.~ I~Phone No. ~91~ 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 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 foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY O~ being duly sworn, deposes and says that (s)he is the applicant '"~'~ame of individual signing co~ltract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be perfi~rmed in the manner set forth in the application filed therewith. Notary~lic 2003 MELANI~ DOROSKI NOTARY PUBUC, State of New No. 01D04634870 Qualified in Suffolk County -x~ Commission Expires September 30, ct-.-,.,.,,., TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined ///7 ,20 0~ Approved [ / ! O ,20 OU/2 Disapproved aJc Expiration OC~//] f~ , 20// 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 Flood Permit Storm-Water Assessment Form Contact: Mailto: ,]..~_..~ ~'~ '/trr~''~ Phone: Building Inspector APPLICATION FOR BUILDING PERMIT Date Of/lo~O? ,20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 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. e. 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, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signatur'~of applica name, ifa corporation) (Mailing address {~f apl~licant) applicant is owner, lessee, age~gineer, general contractor, electrician, plumber or builder State whether Name of owner of premises 5 ~.--/t~-~__~]~ 7-- ' (As on the tatx roll or l&est deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land_on which proposed work will be done: II 7 .d'ao,,,,'a' House Number Street ~ Hamlet County Tax Map No. 1000 Section Subdivision Lot Lot State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existinguseandoccupancy ~[ad(,C,a" t~,4,~1/¢ ~ ~.~ J"ld2~,~l (..~ b. Intended use and occupancy 3. Nature of work (check which applicable): New Building y_ Addition Repair Removal Demolition'.~ Other Work Alteration (Description) 4. Estimated Cost Fee (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 ~"~-' ¢~'/~J~-q' , . d t t f acht e 6. If business, commercial or mixeo occupancy, specity nature an ex eno e yp of use. 7. Dimensions of existing structures, if any: Front Height Number of Stories Rear _Depth Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories Rear 8. Dimensions of entire new construction: Front Rear Height Number of Stories 9. Size of lot: Front ar Depth .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/X~ NO__ 13. Will lot be re-graded? YES__ NO .X Will excess fill be removed from premises? YES 14. Names of Owner of premises 5Ktt'~t~/'- Co~-'! Xddress Phone No. Name of Architect .~-/~/F.-- $'6/7%~,~g-/"/' Address Phone No Name of Contractor Address Phone No. NO 7..' I ¢//,r 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 B~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. Itl elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO ~ · IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY/~I~ ~' OF ~ ./ trl~--p--- ti'7/ t4/4 ~ ~-~- being duly sworn, deposes and says that ts)he is the applicant (Name of individual signing contract) above named, tS)He is the ~ZC ~- ~'- - _ orate (Contractor, Agent, Corp 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 tree to the best of his knowledge and belief; and that the work will be pertUrmed in the manner set forth in the application filed therewith. Swon>4o before me this,,~ ^ -~ -~ ~r~ dayof &~ 20~ ~ /ff Notaw Public-- [ h~;~[~'~ ~ ~i~' of Applicant TO: FORM NO. 3 NOTICE OF DISAPPROVAL Seifert Construction (Rosen) 285 Meadow Beach Lane Mattituck, NY 11952 DATE: March 9, 2007 Please take notice that your application dated February 16, 2007 For permit to construct a new building for use as a custom (cabinet) workshop at Location of property: 11780 Sound Avenue, Mattituck, NY County Tax Map No. 1000 - Section 141 Block3 Lot 4~4 Is returned herewith and disapproved on the following grounds: The proposed construction, on this 10,890 square foot parcel in the Limited Business (LB) zone is not permitted pursuant to Article IX, Section 280-43A, which states, "Structures shall be set back at least 100 feet from the right-of-way." The proposed building is noted as being +/- 19 feet from Sound Avenue. In addition, the proposed construction is not permitted pursuant to Article IX, Section 280~42A, which states~ "Except as otherwise provided herein, no buildings or premises shall be used and no building or part thereof shall be erected or altered in the LB District unless the same conforms to the Bulk Schedule and Parking and Loading Schedules incorporated into this chapter by reference, with the same force and effect as if such regulations were set forth herein in full." Bulk schedule requires a minimum single side yard setback of 20 feet, a minimum rear yard setback of 70 feet and a maximum lot coverage of 30 percent. Following the proposed construction, the building will have a single side yard setback of+/- 18 feet, a rear yard setback of+/- 34 feet and a total lot coverage of +/- 57 percent. In addition, pursuant to Article XXIV, Section 280-127, site plan approval from the Southold Town Planning Board is required. ~Aut"-h'~rized sign2_.. Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. cc: file, ZBA, Planning Department FORM NO. 3 NOTICE OF DISAPPROVAL DATE: March 9, 2007 AMENDED: June 4, 2007 TO: Seifert Construction (Rosen) 285 Meadow Beach Lane Mattituck, NY 11952 Please take notice that your application dated February 16, 2007 For permit to construct a new building for use as a custom (cabinet) workshop at Location of property: 11780 Sound Avenue, Mattituck, NY County Tax Map No. 1000 - Section 141 Block3 Lot 44 Is returned herewith and disapproved on the following grounds: The proposed construction, on this 11,517.67 square foot parcel in the Light Industrial (LI) zone, is not permitted pursuant to Article XV, Section 280-64, which states, "Structures shall be setback at least 100 feet from the right of way." The proposed building is noted as being +/- 19 feet from Sound Avenue. In addition, the proposed construction is not permitted pursuant to Article XV, Section 280-63, which states, "No building or premises shall be used and no building or part thereof shall be erected or altered in the LI Light Industrial District unless the same conforms to the Bulk Schedule and Parking and Loading Schedules incorporated into this chapter by reference, with the same force and effect as if such regulations were set forth herein in full." Bulk schedule requires a minimum single side yard setback of 20 feet, a total side yard setback of 40 feet and a minimum rear yard setback of 70 feet. Following the proposed constructlon~ the building will have a single side yard setback of 10 feeh a total side yard setback of 37.9 feeh and a rear yard setback of 42.1 feet. In addition, pursuant to Article XXIV, Section 280-127, site plan approval from the Southold Town Planning Board is required. This Notice of Disapproval was amended on June 4, 2007~ following the submission of a new plot plan, dated May 31, 2007 by Architect Mark Schwartz, to the Zoining Board of Appeals and to correct errors. Authoriz(ed 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, Planning Board APPEALS BOARD MEMBERS James Dinizio, Jr., Chairman Gerard P. Goehringer Ruth D. Oliva Michael A. Simon Leslie Kanes Weisman Mailing Address: Southold Town Hall 53095 Main Road · EO. Box 1179 Southold. NY 11971-0959 Office Location: Town Annex/First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold. NY 11971 http://southoldtown.northfork.net ', ZONING BOARD OF APPEALS i TOWN OF SOUTHOLD 7 Tel. (631) 765-1809 · Fax (631) 765-9064 INDtNG$, DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 18, 2007 ZB File No. 6059 - F.J. Gerard Holdings LLC and Seifert Construction Property Location: 11780 Sound Avenue, Mattituck CTM 141-3-44 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. PROPERTY FACTS/DESCRIPTION: The applicant's property size is only 78 feet wide by 132 feet deep / along the easterly side line. The dilapidated, unhabitable remnants of a former dwelling has been located on at the site for a long time and shown on the December 18, 2006 survey prepared by Joseph A. Ingegno. BASIS OF APPLICATION: Zoning Code Sections 280-63 and 280-64, based on the Building Inspector's June 4, 2007 amended Notice of Disapproval concerning proposed construction for use as a custom workshop in this LI Light Industrial Zone District. The reasons stated for disapproving the building permit application are that the new construction will be: (1) less than 100 feet from the right-of-way; (2) will have a single side yard t less than 10 feet; (3) will have a total side yards at less than 40 feet for both setbacks, (4) the rear yard is less than 70 feet. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application has been referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning reply dated July 25, 2007 states that the application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP: This application is exempt under Chapter 268. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on _2006, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: The applicant proposes a 40' by 78' contractor's office-warehouse building with storage of custom carpentry materials and as a limited workshop clarified by the applicant during the August 2, 2007 public hearing. The new building will include a 6' by 40' one-story open porch, a two-story office area 40' by 21', and one-story warehouse floor area. This property is in the LI zone and contains a size of 11,517.67 square feet. The May 31, 2007 site plan (Map S-2) shows the new building with a front open porch proposed at 19 foot from the front lot line facing Sound Avenue instead of the required 100 feet, a rear yard setback of 42.1 feet instead of 70 feet (measured from the closest corner), 10 feet on the west side yard Page 2 -August 16, 2007 ZB File No. 6059 - FJ Gerard Holdings and Seifert Construction CTM No. 141-3-44 and total side yard setbacks of 37.9 feet. The bulk schedule requires total side yard setbacks at 40 feet (10 feet on one side, and a minimum of 30 feet on the other side). REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. This area has many mixed uses, Residential and Industrial, with a building that is similarly situated. The applicant proposes to place the parking area behind the new business building, with removal of the entire dilapidated structure on the site and other site planning with the Planning Board. The applicants' planned improvements will be an asset to the area. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant's property size is only 78 feet wide by 132 feet deep along the easterly side line, with a limited site area for parking, screening, and related site of only 11,517.67 feet in an Light Industrial (LI) Zone for construction of a business, new parking area, new sanitary system and related utilities. This lot is not large enough to meet the setback requirements to place a building, and the applicant is forced to follow a variance procedure to request multiple setback variances from both side lines, from the right- of-way (front yard), and from the rear lot line. 3. The variances requested are substantial, but the size of the property limits the use of this LI zoned land. The owner has devised a plan which meets his business needs and which will meet other code requirements as a permitted business use, and all improvements as planned will be an asset to the r_~m~..unity. 4. The difficulty has not been self-created inasmuch as the Town Board in 1989 deemed this propertyLI Light Industrial Zone District with setback requirements that would not be met on this lot of only 11,517 square feet in size. 5. No evidence has been submitted to suggest that a variance from the Light Industrial Zone District standards will have an adverse impact on the physical or environmental conditions in the neighborhood. Changes were agreed by the applicant during the hearing to reduce the width of the easterly driveway by one foot and to narrow the warehouse by two feet, and providing adequate screening for the nearby residence(s). RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Oliva, seconded by Member Goehringer, and duly carried, to Grant the variances, with the following condition, and as shown on plans drawn by Mark Schwartz dated May 31, 2007: Reduction of the width of the easterly driveway by one foot, and reduction of the warehouse by two feet, to provide adequate screening for the residence(s). Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that Page 3 - August 16, 2007 ZB File No. 6059 - FJ Gerard Holdings and Seifert Construction CTM No. 141-3-44 does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Dinizio,~liva, Goehrirj~eT~nd Weisman. (Member Simon was absent.) This Resolution was duly adopted (4-0). // , ~ / . , ,/] Ja~'~s Dinizio Jr., Chairman/ '/~ b..~_'~7/2007 proved for Filing FOR INTERNAL USE ONLY SITE PLAN USE DETERMINATION Initial Determination Date:c~ / 14~ / ~- Project N a m e:~-~,,,,_~., Project Address: t~ ~r ~ O Date Sent: ~ /~/ ~ (Note: Copy of Building Permit Application and supporting documentation as to proposed use or uses should be submitted.) Initial Determination a~t~o whether use is permitted: ' Initial Determination as to whether site plan is required: Signature of Buiidingl~sp~ct'E~ Planning Department (P.D.) Referral: P.D. Date Received: Date of Comment: / Comments: Final Determination Date: / / Decision: Signature of Planning Dept. Staff Reviewer Signature of Building Inspector FEB ~ ~ FORINTERNALUSE ONLY SITE PLAN USE DETERMINATION Initial Determination Date:c,0 / i~ / Mr Project N ame:~..,,, Project Address: ,~,, Date Sent: ~ I~1 ~'4 (Note: Copy of Building Permit Application and supporting documentation as to proposed use or uses should be submitted.) Initial Determination a,~to wh~her use is permitted: U%e ~X-¢-x~[e.._c~, Initial Determination as to whether site plan is required: ~'1 ¢ 'tl~,,._.,a. pp c~ h v~e QQ Signature of Building~nspector Planning Department (P.D.) Referral: P.D. Date Received: ~ i~l i 0"'~- Date of Comment: Z. / ~-Z/ Cgmments: ~'~l ~,t~ ~ ~ t"¢~.U-ir~R. 'J Final Determination f ept. Sta¢ ~e Decisi )n: Signature of PLanNING BOARD MEM~E~ ~q~RLUYN B. WOODHOUSE Cha~ ~NNE~ L, ~T~ ~. SIDOR GEORGE D. JOSEPH L. TO~END PLANNING BOA,RD OFFICE TOWN OF SOUTHOLD ~G ADDRESS: P,O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 S~ate P, ou~e 25 (cot. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 76~-1938 Fax: 631 765-31~6 February 12, 2008 Patricia C. Moore, Esq. 51020 Main Road Southold, New York 11971 Re; Seifert Construction 11780 Sound Avenue, Mattituck SCTM#: 1000-141-3-44 Zoning District: Light Industrial (L1) Dear Ms. Moore: The following resolution was adopted by the Southold Town Planning Board at a meeting held on Monday, February 11,2008: WHEREAS, this proposed site plan is for construction of a new building 3,965 sq. ft. (38'x78' plus a 38' x 6' porch overhang) with approximately 2,191 sq. ft. of warehouse, 773 sq. ft. of display area, 228 sq. fi, of porch and 773 sq. ft. of second floor office and the building will be used as an office, warehouse/custom Cabinet workshop on a 11517.67 sq. ft. parcel in the LI Zone; and WHEREAS, Seifert Construction is the owner of the property located approximately 520' w/o Pacific Street on the s/s/o Sound Avenue, known as 11780 Sound Avenue, in Mattituck, SOTM#1000-141-3-44; and WHEREAS, on June 25, 2007, the agent, Patricia C. Moore, Esq., working for the applicant, Seifert Conatruction, submitted a new formal site plan for approval; be it . ~ therefore ~ ~,~'~LVED that the Southold Town Planning Board, acting under the State ~ { E~v~r~nmental Ouatity Review Act (6 NYCRR), Part 617.5 -C-7, makes a determination ,/ k..~_~ that the proposed action isa Type l, and not subject review; be.~tit further ~ RESOLVED, that the Southold Town Planning Board set Monday, March 10, 2008 at 6:05 p,m, for a public hearing on the site plan set S-1 - S-4 & Three A-1 pages prepared and certified by Mark K. Schwartz, Architect, dated December 18, 200?. Seifert Construction Page Two February 12, 2008 Please refer to the enclosed copy of Chapter 55, Notice of Public Hearing, in regard to the Town's notification procedure, The notification form is enclosed for your use. The sign and the post will need to be picked up at the Planning Board Office, Southold Town Annex. ?l.ease return the enclosed Affidavit of Posting alon.cl with the certified mailino receiots AND the signed .qreen return receipt cards before '12:00 noon on Friday, March 7th. The sign and the post need to be returned to the Planning Board Office after the public hearin.q, If you have any questions regarding the above, please contact this office. Very truly yours, ril,yn . Woodhouse Chairperson Encl. PLANNING BOARD MEMBERS MARTIN H. SIDOR Chair WILLIAM J. CREMERS KENNETH L. EDWARDS JAMES H. RICH III DONALD J. WILCENSKI MAILING ADDRESS: Southold, NY 11071TM OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY February 16, 2011 PLANNING BOARD OFFICE TOWN OF SOUTHOLD Seifert Construction Corp. 285 Meadow Beach Lane Mattituck, NY 11952 Re: Final inspection for Seifert Construction Located at 11780 Sound Avenue Mattituck, NY Telephone: 631 765-1938 Fax: 631 765-3136 Dear Ms. Seifert, I'm writing as a follow up to your request for a final inspection of the work completed in connection with the above referenced site plan application. On February 11,2011, Planning Staff conducted an inspection of the site work and it was discussed at the February 14, 2011 Planning Board work session. Due to the snow cover on site, it could not be determined if all the site work was completed in accordance with the approved site plan. However, based on what could be seen, the parking area leading behind the building did not have an asphalt surface area with drainage and striping as indicated on the approved site plan..As such, all site work will need too be c0m~p~leted as depicted on the approved site plan pfio~ t~) ~ final inspec__.t_ion. ' Please notify the Planning Department at 765-1938 after all work has been completed for a final inspection. If you have any questions contact the Planning Board at any time. Thank you. Since[el~y, Sr. Planner Cc~ Planning Board Heather Lanza, Planning Director Mike Verity, Chief Building Inspector PLANNING BOARD MEMBERS MARTIN H. SIDOR Ch~ir WILLIAM J. CREMERS KENNETH L. EDWARDS JAMES H. RICH III DONALD J. WILCENSKI PLANNING BOARD OFFICE TOWN OF SOUTHOLD MAILING ADDRES~.'~ ' P.O. Box 1179 Southold, 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 November 29, 2011 Mr. Fred Seifert Seifert Construction 11780 Sound Avenue Mattituck, NY 11952 Re: Final Site Inspection for the S te Plan of Seifert Construction SCTM#1000-141-3-44 Dear Mr. Seifert: The Planning Board, at their November 28, 2011 Work Session, found that the requirements made in the letter dated November 2, 2011 have been completed and the site is now in conformance with the approved site plan. This letter does not condone any changes from the approved site plan and approvals from other agencies; Planning Board approval is required pdor to any significant changes to the site. Please, if you have any questions regarding this site plan or its process, do not hesitate to call this office. Very truly yours, Martin H. Sidor Chairman CC: Planning Board Heather Lanza, Planning Director Michael Verity, Chief Building Inspector Jamie Richter, Town Engineer NOV 29 ~ell BI DG DEPT. TOWN OF SOijFHOLD Tow__ n o_f Southold THE FOLLOWING ACT ON8 MAY REQUIRE THE SUBMISSION OF STORM-WATER, GRAD NG DRAINA,GE AND ERO81Olt P, ONTROL PLIk~ C'ERTIFIED BY A DES GN PROFESSIONAL IN THE STATe-OF NEW 1 2 3 4 (NOTE: A Check Mark (~') for each Question is Required for a Complete Application) Yes Will this Project Retain All Storm-Waier Run Off Generated by a Two (2") Inch Rainfall on Site? ., ? (This item will include all run-off crealed by sile clearing and/or construction activities as well as all Slle Improvements and the permanent creation of impervious surfaces,) Does the Site Plan and/or Survey Show All Proposed Drainage Strdctures Indicating Size & Ecoa/ion? This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFIowl Will this Projecl Require any Land Filling, Grading or Excavallon where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Matedal within any Parcel? WiFI this Application Require Lanq Disiurbir~9 Activi(ies Encompassing an Area in Excess of Five lhousand (5,O00) Square Fee[ of GIound Surface? EXEMPTIONf Ye~s Does this projecl meet the mimmun~ standards for classification as ar~ Agdcu Lural Project? S'F,,\ [ 1; 0I" NE\V YORK Tllat ~NN E D BUNCH N ~ FORN - 06~07 LIP^ Long Island Power Autho~l~y 117 Qoctors Path Riverhead, NY 11901 December 8, 2008 Seifert Construction Corp. 285 Meadow Beach Lane Mattituck, NY 11952 RE: 11780 Sound Avenue, Mattituck LIPA Ref # T100959432 Electric Meter ~016590378 Dear Fred: This letter is to advise you that the electric service to the above referenced premises was removed on December 8, 2008. If you have any questions, please contact Fred Perez at (631) 548-7037. Very truly yours, Electric Distribution Department SA/am AUG-31-2011 11:18 FROM: T0:7659502 P.2 SEIFERT Co . 11780 Old Sound Avenue · PO Box 1407 · Maaituck, NY 11952 Phone: (631) 298-1036 Fax: (631) 298-7942 Town of Southold Building Department 53095 Route 25 P.O. Box 11971 Sotrthold, NY. 11971 0959 guly 15, 2010 To Whom It May Concern: I am writing this letter to request a six month extension for Building Permit #34392. The property address is 11780 Sound Avenue, Mattituck, N.Y. 11952. Sincerely, Fred Seifen Custom Homes ° Renovations ° Millwork Southold Town Building Department 54375 Main Road Southold, New York 11971 (631) 765-1802 Parcel ID: 141.-3-44 Permit #: 34392 Permit Date: 1/16/2009 Expiration Date: 7/16/2010 BUILDING PERMIT RENEWAL LETTER Dated: 2/24/2011 Applicant: Location: Work Description: FJ GE1EARD HOLDINGS LLC (SEIFERT) 11780 SOUND AVE MATTITUCK, N.Y. 11952 COMMERCIAL DEMO OF EXISTING SFD & CONSTRUCTION OF NEW COMM. BLDG 78X38 1 STY SHOP,2 STY OFFICE WITH 6X38 COV'D PORCH AS APPLIED FOR. PER PLANNING & ZBA # 6059. A FEE OF $1993.40 IS REQUIRED TO RENEW THIS BUILDING PERMIT, THANK YOU. Address: F.J. GERARD HOLDiNGS LLC 285 MEADOW BEACH LANE MATTITUCK, N.Y. 11952 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. Southold Town Building Department 54375 Main Road Southold, New York 11971 (631) 765-1802 Parcel ID: 141.-3-44 Permit #: 34392 Permit Date: 1/16/2009 Expiration Date: 7/16/2010 BUILDING PERMIT RENEWAL LETTER FINAL NOTICE Applicant: Location: Work Description: Dated: 9/14/201 ! F.J'. GERARD HOLIbZNG5 LLC 11780 SOUND AVE MATTITUCK, N.Y. 11952 COMMERCIAL DEMO OF: EXISTY. N6 SFD & CONSTRUCTZON OF: NEW COMM. BLD6 78X38 1 STY SHOP? STY OF:FT:CE WITH 6X38 COV'D PORCH AS APPLIED F:OR. PER PLANNIN6 & 7BA # 6059. A FEE OF $1993.40 I$ REQUIRED TO RENEW THIS BUILDIN$ PERMIT: Owrler: Address: F.~T. ~ERARD HOLDINg5 LLC C/O 5EIFERT CONSTRUCTION 285 MEADOW BEACH LANE MATTITUCK, NY 11952 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. THANK YOU, 50UTHOLb TOWN BUILDIN~ DEPT. Town HaLl Annex 54375 Main Road P.O. Box 1179 Southold, NY I 1971-0959 November 7, 2011 TOWN OFSOUTHO FJ Gerard Holdings LLC 285 Meadow Beach Lane Mattituck, NY 11952 Re: 11780 Sound Ave, Mattituck Telephone (631 ) 765-1802 Fax (63 l) 765-9502 TO WHOM IT MAY CONCERN: Thef~x0,1~?ng Item(s) Are Needed To Complete Your Certificate of Occupancy: I,~ Application for Certificate of Occupancy. (Enclosed) f~Electrical Underwriters Certificate. (,~fA fee of $50.00. __ Final Health Department Approval. __ Plumbers Solder Certificate. (All permits involving plumbing after 411184) ,/Trustees Certificate of Compliance. (Town Trustees #765-'1892) __ Final Planning Board Approval. __ Final Fire Inspection from Fire Marshall. - Bob Fisher __ Final Landmark Preservation approval. BUILDING PERMIT: 36718- Demo/New Building TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STRE~ l/ ~ ?© WL~GE - · S 4 * . - ~P~OF BUILDING ~ O S~S' VL. FARM CO ~ND 'IMP. "TOTAL DATE RE~RKS AGE BUILDING CONDITION N ~ NOR~L BELOW ABOVE FA~ Acre V=lue Per Volue Ac re Till=hie FRONTAGE ON WATER Meodowiond DEPTH Ho~ ~ , ~ BULKH~D DLOR r~/~ ~<~ TRIM 141.-3-44 1/06 Extension Extension Extension Porch Porch Breezeway Garage Patio O; B. Total Foundation "' Basement Ext. Walls Fire Place Type Roof Recreation Room Dormer Bath Interior Finish Heat Rooms 1st Floor Rooms 2nd Floor Driveway Dinette K. LR. DR. BR. FIN. B f/ Bldg. / ' Extension PERSPECTIVE VIEW REVISIONS: N.T.S. EAST ELEVATION SCALE: 1/8" = 1'-0" SOUTH ELEVATION SC. ALE: 1/8" = 1'-0" 0 ~ WEST ELEVATION SCALE: 1/8" = 1'-0" NORTH ELEVATION SCALE: 1/8" = 1'-0" 78"-0" OPROJECT NORTH iST. FLOOR PLAN SCALE: 1/8": 1'-0' A-3 20'-11" 20'-0" 2ND. FLOOR PLAN SCALE: 1/8"= :1.'-0' REVISIONS: SHEET NUMBER: UTILITY POLE LIPA / NYT 670 ~20'20" £ 78'.~-8" PROPERTY: 11517.67 SQ. FT. BUILDING: 3120 SQ. FT. £OVER£D PORCH: 240 SQ. FT. SITE PLAN SCALE: 1" = 30'-0' REVISIONS: g SH££TNUM&ER: $-1 KOLBE MECHAN[NCAL SITE PLAN SCALE: ~.": 50'-0' REVISIONS: Ill SHEET NUMBER: $-2 SURVEY OF PI~OPERTY MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK DECEMBER 18, 1997 REVISED PROPOSED COMMUNICATIONS TOWER MARCH 5, 1998 REVISED PROPOSED COMMUNICATIONS TOWER JULY 13, 1998 ADDED PLOT P~N Land Surveyor 49668 322 Roanoke Avenu. P.O, Box 1931 I bT~P-Y \¥AP..ELIdLI,bE TYPICAL QDN IFE. P-. PLANTINQ' ,~ period of tl'~* (3) years/rom d~e date., of appmvaI ~ p~ 2 bTOP. Y OFFICE bEIFEP. T ¢ONbTP. UCFION ~o~ b~UNP AVENUE_ MATTITLI¢I/-. ~ I2-I7-O7 SURVEY OF PROPERTY SITUA TED A T MATTITUCK TOWN OF SOUTHOLO SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-141-05-44 SCALE 1"=20' APRIL 11, 1997 DECEMBER ~, 1997 ADDED PROPOSED COMMUNICATIONS TOWER DECEMBER 18, 1997 REVISED PROPOSED COMMUNICATIONS TOWER MARCH 5, 1998 REVISED PROPOSED COMMUNICATIONS TOWER JULY 15, 1998 ADDED PLOT PLAN DECEMBER 18, 2006 UPDATE SURVEY APRIL 17, 2008 ADDED SPOT ELEVATION JUNE 16, 2009 FOUNDATrON LOCATION NOVEMBER 2, 2010 FINAL SURVEY AREA = 11,515 sq. fi. 0.264 ~¢. CERTIFIED TO: COMMONWEALTH LAND TITLE INSURANCE SEIFERT CONSTRUCTION CORPORATION FJ GERARD HOLDINGS LLC BRIBGEHAMPTON NATIONAL BANK COMPANY UNAUTHORIZED ALTERATION Or{ ADDmON TO THIS SURVEY IS ^ VIOLATION OF SECTION 7209 OF 7dE NEW YORK STATE TU310N' CERTfFICA~ONS ARE NOT TRANSFERABLF. THE EXIST£NCE OF RIGHTS OF WAY Natha Taft C n orwin III Land Surveyor PHONE (631)727-2090 Fax 1631)727-1727 Z6-4Z?] PROPOSED SEPTIC SYSTEM DETAIL LEGEND TEST HOLE DATA WAREHOUSE EXISTING SINGLE FAMILY HOME TO BE DEMOLISHED EX[STING SANITARY SYSTEM TO BE REMOVED AS PER SUFFOLK COUNTY HEALTH DEPARTMENT REQUIREMENTS SITE DATA: ALLOWABLE SANITARY FLOW (DENSITY): SEWAGE DISPOSAL CALCULATIONS: SEWAGE SYSTEM DESIGN: NO DWELLINGS W/I 150' OF PROPERTY Reference ~o. U~e(s) ~upply and inconsistencies accordance with standards, unless expires 3 ApprovalDate k County Department; of Healflx Services for Construction-Other Than Single Family :e with S ~ervices disposal. Regardless of any detail, eonstrucUon i~ required to be attached permit conditions and )y the Department~ This ~ the approval date, unJess ex~ended or: 2 STY. m 2q.5 ~ '~'" ~ 23.0 ~ - 2~g,47' +/- (TO LONG ISLAND RA[LROAD (H.T,A.~' SITE P[ :N ZONE: LI PROPERTY: , 1517,~? SQ. FT. PARKIHGLOT/DRIVEWAY: ~UZLDZNG: 2q64 SO. FT. {TOTAL} WAREHOUSE: 21ql SQ. FT. ~NDS~E/GRASS: lST. FL. DISP~Y AR~ 773 SQ. FT. (2ND. FL.OFFICE: 773) CO~RACTOR S BUSINESS: 25.7% I SPACE PER EHPLOYEE + 2 SPACES PROPOSED STRUCTURE: 31~2 SQ. FT. OFFICE: 17100 = ~ SPACES COVERED PORCH: 22g SQ. FT. ~100~ RUN~FF. 533.~ CU. FT. TOTAL: 11 SPAC~ 2.0~ PROVIDE: (No. ~-4) ~ D~. X 4 DEEP DRYWELLS CAPACITY: 16~ CU. FT. EACH NOTE: LOT COVERAGE: 27.7~ 26.g % HOER T~N REQUIRED PARinG SPACES No. 6-~1: ~ND BANK m m 2 DRAWN: S-1 7 7 ' ZO' ZO -% 'x JUH 1 8 ~9 BLDG, DEPT. 'N OF SOUTF{OLD SURVEY OF PROPERTY ZITUAT£D AT MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-141-0.5-44 SCALE 1"=20' APRIL 11, 1997 DECEMBER 4, 1997 ADDED PROPOSED COMMUNICATIONS TOWER DECEMBER 18, 1997 REVISED PROPOSED COMMUNICATIONS TOWER MARCH 3, 1998 REVISED PROPOSED COMMUNICATIONS TOWER JULY 15, 1998 ADDED PLOT PLAN DECEMBER 18, 2006 UPDATE SURVEY APRIL 17, 2008 ADDED SPOT ELEVATION JUNE 16, 2009 FOUNDATtON LOCATION AREA = 11,518 sq. fl. 0.264 cc. CERTIFIED TO: COMMONWEALTH LAND TITLE INSURANCE COMPANY SEIFERT CONSTRUCTION CORPORATION FJ GERARD HOLDINGS LLC BRIDGEHAMPTON NATIONAL BANK THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED, N.Y.S, tic, No. 50467 Nathan Taft Corwln III Land Surveyor PHONE (651)727-2090 Fax (631)727-1727 26-4271 PROPOSED SEPTIC SYSTEM DETAIL LEGEND GROUNDWATER --- FINISHED GRADE TYPICAL WELL N.T.S. TEST HOLE DATA EXZSTIN6 SZNGLE FAHILY HOME TO BE D£MOLZSHED EXZSTING SANITARY SYSTEM TO BE REMOVED AS PER SUFFOLK COUNTY HEALTH DEPARTMENT REQUIREMENTS SITE DATA: ALLOWABLE SANITARY FLOW (DENSITY): SEWAGE DISPOSAL CALCULATIONS: SEWAGE SYSTEM DESIGN: PROPOSED STRUCTURE: 31q2 SQ. FT. @100% RUNOFF: 533.1 CU. FT. PROVIDE: (ND. 1-4) · DIA. X 4' DEEP DRYWELLS CAPACITY: 16q CU. FT. EACH 26,8 % MORE THAN REQUIRED PROPERTY: 11517.67 SQ. FT. BUILDING: 2qG4 SQ. FT. (TOTAL) WAREHOUSE: 21ql SQ. FT. iST. FL. DISPLAY ARF~ 77S SQ. FT. (2ND. FL.OFFTCE: 7TS) 25.7% COVERED PORCH: 22~' SQ. FT. 2.0% LOT COVERAGE: 27.74 PARKING LOT/DRIVEWAY: 518~.~ SQ. FT. (4S.1%) LANDSCAPE / GRASS: S1SS.g SQ. FT. (27,2~) PARKING: CONTRACTOR'S BUSINESS: 1 SPACE PER EMPLOYEE + 2 SPACES OFFICE: 1/lO0 = 8 SPACES TOTAL: 11 SPAEES NOTE: PARKING SPACES No. 6-11: LAND BANK SCTM# 1000-141-3-44 ZONE: LI 2 STY, HOUSE - 258 47' +/- (TO LONG ISLAND RAILROAO (M T.A.)) UTILITY POLE N 77°20'20'' E 78,48' SITE PLAN NOTE: The ~pproved site development plan shall be valid for a period of thre~ (3) years from thc date o£approval as code s,,:ct!on 100-255. I STY. HOUSE REVISIONS mmmmm m 0 0 ~ ,f -~ - , ~ ~ SPECIFICATIONS DIMENSIONS ~PICAL PARING SIGN ELEVATIONS / A~ ~ PHOTOME~IC ACCESSIBLE STALL (MINIMUM) , OPEN DRIVEWAY APPROACH PRECAST CONCRETE WHEEL STOP TYPICAL BOLLARD DETAIL SHRUB P~NTING DETAIL TREE 2'-4" , GATE DETAIL SCALE: 1/2" = 1'-0" SIGN DETAIL ~ ~,~-_- ~ TOWN OF SOUTHOLD DATE REVISIONS EAST ELEVATION WEST ELEVATION SCALE: 1/8" = t'-O" SOUTH ELEVATION NORTH ELEVATION SCALE:l/8"= 1'0" APPROVED BY PLANNING BOARD TOVVN OF SOUTHOLD DATE (SHOP) (BASEMENT) FOUNDATION PLAN SCALE: 1/8" = 1'-0' APPROVED BY PLANNING BOARD TOWN OF SOUTHOLD I A-2 20'-11'* (~,,oJE~,,o,~, 2ND. FLOOR PLAN SCALE: 1/8" = 1'-0' O O c/ 78'-0" i ........ 3' - 2" ', 21' 21/2"Crc 15% FLOOR O S B EARING WALL) ; 5'-8" ', ~ , ,, ....................... J ............... s2820 BASEMENT ~INDOW 2820 HASEM[NT ~INDO~ , ,', , ; U COLUMN w/ ,' , ~, ' ~ - , ,,~ ~o~ =~:~: , o ~ ~ , , ', ..... ~ ............ ~, 5LAB ON GRADE ~ , , BASEMENT I ', 12" THICK WALL ' ' , ~. '~I: ' ' ~ w ';'~ ----~'" I;' ,, I , ...... ~, ' , ' ~ q , , , 78,_0,, SCAk : 1/4" _ 1'-0' ,.,.~.,., __ II / I -= ,'>,;--~, OFFICENo, 1 ' ~ ~:1 i rxl!,- .~, ~OU~E-~?~DO0 ~ ~ [ ~r~' ~] C~l~ [.,~ ........ ~ _ : ~ .~, i i ~ ~ HE~O~ Z ~ ~ I / ........ II II ~ Ii AX I~ Am31--2 ' AX~31--2 AXe31'2 ~ II II. "~ .11 J m I I '--I~ ~ PROJECT NORTH SCALE: 1/4" - 1'-0' M[CRO~MHEADE~, 13: ,XIT,IGNAGETOCOMPLYANDIN~ALLEDP'RID'I NY, BUILDING ON CATHEDRAL ROOF PARTL 78'-0" , 21 '_21/2,' , 7'-21/2'' , 7LO" 7'-0" ' ........................................................................................................................................................................... ,,. ..................................................... I~' : . '~ III ~ , , ~ ~ , , 7~5 NYS ~UILDING CODE I - c - - ,,, , , ~. ........ ~ ~ qo~o I[~~ , F RE 9ARR ER TO CONT NUE I~-J ~ , ~o~oo~.,,~,,~ ~ i lJ~l , ~ III , , ~ ................................................................................................................................. ............................................................................................................................................................................ , ~). PLATE NEIGHT AT 8'-0" 8j IN,U~TE CEIL,NGS ~I~H R3O INSU ~TION, ALL CATHEDRAL SCALE: 1 / 4" 1 '-0' PROJECT NORTH =~E=LVTOT,E =,C.,O,.~W,. SCALE: 1/4"= 1"0' ,~) LJSE3D#FELTUNDERLAYMENTW~TH~PHALTROOF]NG, INAREA.SW/ USECALVANIZED(Z[N£COATED) RQOF~NGNAILS, I~-12GAUGEW]THAT ~ REVISIONS RIDGE VENT ~'~ - ?' RIDGE BEAM ~~ RIDGE BEAM .orr ~:~ 2XB DFC2 CJ ~1 fi'DC ,~EENPROVIDE RooFMIN' I"SHEATH,NGA,~PACE ,~ :mm, , ,,,, ,~,,,,, ~1,1 , ~, ~.. ~ // ~11 ~,- , ~ ~11 '" ' ' ' ........................................................................................ 4~x4ax12 CONC FTG RBNFO~CED WITH (5) SCALE: 1/4"= 1'-0" SE~ION A-A SCALE: 1/4" = 1,-0. O ..... ,, ,,,, ,,,, ,,,, ,,,, ,,,, ,,,, ,,,, ,,,, :., ,,,, ,,,, ,,,, ~ wt~o~ ~o~ omc~ _ ~ . WITHO~ALLEDSPECIFICATIONSFOR II ~ I =~ Ii Ik ~ - . ? ] EPARTMENT ROLL DOWN FIRE [~ I ' ' ~l/lll ~s IO L ' ~ ' ~ , II ~OK~EELD~NG Xlllll ~ , .......................................................................................................................................................... ~ , .~ ~.~-, - porr ,,: Il Il Il Il Il Il Il Il Il Il Il IIl:qF tl/ ,, 3/4* SUBFLOOR , (3) _ I _-'.~___ [IIII I I I I I I I I I I I I~ ~', I,I, II, , ~.~ ~ // II m {,, ...... ' ,I,,:,l!,m~i~m,,: ~.~ .,. ~ ~ '" ~l '""' , SCALE: 1/4" = 1'-0" SCALE: 1/4"= 1'-0" 24X12 CONC, FTG, 48X48XI2 CONC FTG 24X12 CONC FTG, JOB A-7 USE IS UNLAWFUL WITHOUT CERTIFICA"E NOTIFY BUtLDLNG DEPARTMENT AT FOLLOWING INSPECT~ONS: ~ mHNBATION TWO REQUIRED ALL CONSTRUCT~T;~RALL MEET THE BES~GN OR CON--ON ERRORS. RE;A;~M WATER RUNOFF SITE PERSPECTIVE -- ' I,~ N 99°20"20I' E 9~.4~' kC - >¢ REOUlREB BEFORE O~L~OOO~rENTBEFORE SITE OPENING CE'TIFtCATEO'OCCUPA,CY TAB LE OF CONTENTS SCALE: 1" = 20'-0' SO~ ~N~ SOLOERUSEDmWAZE~ SUPPL Y SYSTEM OANNQT EXOEED 2/10 OF I% LEAD. PAGE No. DESCRIPTION: I m NO ~ELb O~ ~NIT~ ~-1 SITE PLAN, LEGEND, SEPTIC DETAILS ~iLD[NO, 2~4 ~o. FT. (TOTAL) A-1 NORTH & EAST ELEVATION5 25.~ I ~P&GE ~E~ E~PLOYE~ * 2 5PAOE5 ~XI~TINO A-2 SOUTH & ~EST ELEVATIONS 2.o~ P~OMIDE¢ (No. I-4) ~' ~IA. X 4' OEEP LOT FOUNDATION PLAN A-3 A-4 15% FLOOR PLAN A-5 2ND. FLOOR P~N ~ ~0~ ~1 :TIC A-7 SECTIONS A-A, B-B, C-C '0' '~ [~ j ~¢. ~-~%~ ~LLO~ABLE FOUNDATION SECTION, CONSTAU ETLON DETAI L~ A-9 ENERGY COMPLIANCE, FIRE PROTECTION DETAILS D~ PROPOSED SEPTIC SYSTEN DETAIL ~ SEPTIC TANK LEACHING POO~ ~ ~ ~ 0 1ST, A-12 CONSTRUCTION DETAILS :~o*r~. ~ ,b :'.' ~ ~ ~',., PAGE No. DESCRIPTION: S-1 SITE PLAN, LEGEND, SEPTIC DETAILS S-2 SITE CONSTRUCTION DETAILS A-1 NORTH & EAST ELEVATIONS A-2 SOUTH & WEST ELEVATIONS A-3 FOUNDATION PLAN A-4 IST. FLOOR PLAN A-5 2ND. FLOOR PLAN A-6 ROOF PLAN A-7 SECTIONS A-A, B-B, C-C FOUNDATION SECTION, CONSTRUCTION DETAILS A-B PLUMBING SCHEMATIC, DEBRI-PROTECTION A-9 ENERGY COMPLIANCE, FIRE PROTECTION DETAILS Aq0 CONSTRUCTION DETAILS A-11 CONSTRUCTION DETAILS A-12 CONSTRUCTION DETAILS A-13 CONSTRUCTION NOTES . 1'_-o'- ?" ~ . l'-o" ~ !} DATE. * , ,,m I._ I g H T I N G , .... WP2CF42/PCS PARINGI ~ ~ - ~ DESCRIPTION ~ m~ARTmNT ~ Wellpack with cutoff glare shield for 70-150W HPS, 70-175W MH o~ 42W Compac~ ~ ~ ~ ~HAL ~ ~ Fluorescent All aluminum precision die cast construction with tempered glass lens. 30~ .6 i i PAREN~ ~ ~ ~ cUre, strip included. Lamp suppl~ed. ~I~ FIR~ CO~E * SEC,2, , m pZCK_U~ m x4,x, ... (&~ _, SPECIFICATIONS DIMENSIONS ~ .,. '.. F~< Cutoff Lens: Refractor: ~?= ~ ~ Tempered glass. Prismatic optics desmgned to minimize glare 35.6 cm ' ~ ~ Finish: and throw light down and out Heat resistant Chip and fade resistant epoxy powder borosiJicate glass. ~PICAL PARKING SIGN ELEVATIONS_~_"-o", ~o~.~. N.T.S. Housing: SLIJtable for wet locations, HID fl~ures can Die cast aluminum, 1~" NPS tapped holes be wired with 90° C supply wiring if supply 9. top, both sides and back for condu t Orcontin~ous silicone rubber wires are routed 3" away from ballast ~,gcm ~r ACCESSIBILI~ SIGN photooontrol. Hinged refractor frame, Patents: Reflector: protected under U,S. end International Specular anodized aluminum, removable for Intellectual Prope~ laws 8 21.6 cm ~ ~¢m~ ~ + J~stall~ti°n' Symmetrical light PaRern C°l°r: maximizes distance baleen fixtures. Bronze Photocontrol: Weight:  ~ Swivel Photoeontrol J J 5 , [ I 150w PIPS ~10' Mounting Height ]. HANDICAP . ~0' ~.~ 150 ~,~ ,9 12' .7 t00 6 16' .4 70 .4 I w~,~oc*~co~s ORDERING INFORMATION ~ 20' .2~ ~2 .2 ACCESSIBLE STALL (MINIMUM) PARKING STALL (MINIMUM) " ,,,,o~'~ ~x,~,., ~,0o.,,=, o.,~ o., 0., Fmm~mED~;~ ~ ~Z'~{S~NOT~] RAB Lighting, Inc. · 170 Ludlow Ave. No~hva~e, NJ 07647 · Tel: 888 RAB-1000 ·Fex: 888 RAB-i232 · ~w.rabweb,com s"~E.E. I~, %, FER~ZE glilililililihhlihlH~[HS<~ ~O~L TO t PA~T ~ULEH ~ il ROOT BALL B. DZFFERENCE ~N SLOPEOFDmVEWAY~NP *, ck~ °° ,~o~ .~,.~o.~..~o~.o..~.~..~- ~ ~ SHRUB P~NTING DETAIL OPEN DRIVEWAY APPROACH P~EC~ST CONC~ET~E DMEEL 5TOP TTPIC~L ~OLLA~D DETAIL TREE PLANTING DETAIL N.T.S, NORTH ELEVATION S~LE: 1/4" = 1'-0" ~ I ~ I, ~ ~ ~ 5:: ,~,, EAST ELEVATION SCALE: 1/4" = 1'-0" .................................................................. j m'~PEN~L~ LI~NT N~" SOUTH ELEVATION SCALE: 1/4"= 1'-0" ' WEST ELEVATION ................................................................... SCALE: 1/4" = 1'-0" I REVISIONS, EXTERIOR WALL TO OUTSIDE OF EXT, ~gALL , , II o tl II o II II o ~, '> ~ :'~,~ ,;' ~ ~ SHOP = ~ ~ ~ '~'*~ ~ ' ~'" ' , ~,~-~- .......... ,- _._,=-=f ~ . . , ............. ::::::::::: I " ' !' ¢ ¢ ~'~ r ~ ,I U::::::::::::: ! (~ '. ,'1 ,_ ............ _.______ =___, ~ ~ '~" ' ~i- ~ ~ 5'- 0¥4" ; -w/SC H NOES & ~PICAL) FOUNDATION WALL FOR APR 2 I 2011 CULTmeD STON. ~tPROJE~NORTH - ~ ~ ~ 3) EXTE~IORSH~ATHINOTOBEf/8"THICKFI~CDXPL~O0~, FI*EEXITHA,D~AREPERS2CTION1008.1.gNYSBUILDINOCODE, SCALE: 1/4"_- 1,_0, LINE UP WITH THE OUTSIDE OF EXT, ~9ALL . CULTURED STONE II o tl II a II II o II a II '- ~" ~" [~.~.~.=~.~.1 ~' 7.. "-~'"" ; ', 5 ' I ' . , -, ~,~ I . % ~1 HOUR UL RATED 1 HOU~ UL ~ATmJ ~ I ~ A N~ 2 ~ OFFICE ............................... [ ~ ~m *-o" ~. --O~'-,[~a-' z ~ Y ~ >' ~ ' I~ ~ .......... 2-' ~.2') ~2~[u'""~**~ I[~. ............. B :~.. . i .., ,1' ~ ~ .......... ~ ' ---%%-'%T ~ "' l ~ [ ~ ,,,, ¢ ¢ ~'~ r ~ ,I E . (~ .. ,.i ~ ~ ~ ~.------ - ~ ~ I SOUD.CmE~O~ , ~ , ~ ~ .~ o ' ~,.~ ~1.~ ~,.~ ~..~ [ /" ~, ~1' ,,.o,, ,I ~ ,, , 78'-3" L._OFT QE[IC~! No 2 C; :3N F ERI'ZbtC -7.~1i ~P_J !PT I QEt_ 30Z ~M 10'4 11' '-6" 21'.,,!W' -- . F'RO3=CT NORTtl 21XI[). IF: LmC)L, iP, PL., til'q SCALE 1/4'r'--'- 1'-0' F- mHim $CTM # 1000q41-3-44 ~*~,¢~ o.~.~oo~ UND ?,"qffER S CERTIFICATE ZONE: L1 CERTIFIC~ 'ION OF REQUI~ ED. OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY FRAMINGUNTIl, SURVEY OF FOUNDATIO~ .OCATION HAS BEEN APl ~QVE~. 1. FOUNDATION- TWO REQUIRED ~ ALL CONSTRUC~J(SHALL MEET THE ~ 3. INSULAT ON REQUIREMENTS ~mE CODES OF NEW ~~W YOPX STA'FE & TOWN ( ~_ REQUIRED AND CONDI~ ~S ~ ~ , ~~ TOWI~ TRUSTE :S / N.Y.S. DEC (WELL IN NOUSE~ /-,~ '"'~' ~ ~CTION SI-fALL SITE PERSPECTIVE -'~l kILT~LiPA / NYT~'' ............ ~-- ............................. ~ - ~¢ 5' FiRE INSPECTION ~U~R C~r/~ SITE REQUIRED BEFORE ONLE~OCON OPENING CgRn~/CA TABLE OF CONTENT5 SCALE: r'= SOLDER U~ED/N SUPPL y syS~, . WATER EXCEE~ ~l ~ ~ CANNOT PAGE No. DE~CEiPTION: ~"~ ~D. P~OPE~TT: II~l%~q 5~, FT. ~A~KIN~ LOT / D~VE~AT: NO ~ELL O~ ~-] $ITE PLAN, LEGEND, ~EPTIC D~AIL5 ~1~.5 5~, FT, ~UILD~N~: 25~4 5~. FT. (TOTAL) ~-2 5ITE dONSTAU~TION DETAIL5 15% FL, ~15~ ~E~ qq3 5~. ~T, ~1~5.~ 5~, ~, (2%2~) A-1 NORTH & EAST EL~ATIONS 2~.q~ I 5P~CE PE~ EMPLOTE~E + 2 5PACE5 EXI~TIN~ 8IN~LE F~MILT NOME TO ~E DEMOLI~H~ p~OPOSED 5T~CTU~E: 3~2 5~. FT. OFFICE: VIO0 · ~ 5PA~E5 E~I~TING ~ANIT~T 5~STE~ TO ~E ~E~O~ED A~ PE~ COVE~ED PORCH; 22¢ 5~. FT. elCO% RUNOFF: ~3B.I ~U. FT. TOTAL: l} 5PA(GE~ ~FFOLK OOUNTT HEALTH DEP~TMENT ~E~UI~ENT8 I A_3 FOUNDATION P~N LOT ~OME~A~E, 27.]% 2~,¢ % MO~E THAN ~U]~E~ PARKIN~ 5PAGE5 No. ~-.IE LAND BANK SITE A-5 2ND. FLOOR P~N ~ ,[. T*~I¢ A-6 ROOF PLAN c~*~ I*e 'laT. FLOO~; 2,~4 5¢. FT. FOUNDATION 5ECTION~ CONSTRUCTION DETAIL5 ~2~g ~ ~ ~ ~ ~OUNg~ATE~ ~AN~NT, ZON~ A-8 PLUMBING SCHEMATIC, DEBRI-PROTECTION5~T1¢120¢ ~1LLONTANK ~ / ALLO~ABLE FLO~ FO~ 51TS (NO PUBLIC ~ATER) 300 A-9 ENERGY COMPLIANCE, FIR[ PROTECTION DETAILS PROPOSED SEPTIC SYSTEM DETAIL ~ 5E~E DISPOSAL CALCULATION5: A-ID J CONSTRUCTION DETAILS N.T.S. BASEMENT 5TO~A~ 9~8 5~. FT. ¢ .04~pd/~¢ 31.8 ~ALLON5 SE~IC TANK LEACHING POOLS ~ ~ ~ C leT. ~ OEOOND FLOO~S, OFFIOE 3552 ¢~. FT. ¢ .O~p~/~r ~5. B ~ALLONS A-Il CONSTRUCTION DETAILS ~0¢=, ~¢~ ~, =~ ~ ~=. A-12 CONSTRUCTION DETAILS PAGE No. DESCRIPTION: S-1 SITE PLAN, LEGEND, SEPTIC DETAILS S-2 SITE CONSTRUCTION DETAILS A-1 NORTH & EAST ELEVATIONS A-2 SOUTH &'0~EST ELEVATIONS A-3 FOUNDATION PLAN A-4 1ST. FLOOR PLAN A-5 2ND. FLOOR PLAN A-6 ROOF PLAN A-7 SECTIONS A-A, B-B, C-C FOUNDATION SECTION~ CONSTRUCTION DETAILS A-8 PLUMBING SCHEMATIC, DEBRI~PROTECTION A-9 ENERGY COMPLIANCE, FIRE PROTECTION DETAILS Aq0 CONSTRUCTION DETAILS A-H CONSTRUCTION DETAILS A-12 CONSTRUCTION DETAILS A-13 CONSTRUCTION NOTES 6.3/4"LelieRS. ~ ~ t ' ,,, , .... JOBNAME: ~._'-o" . ?-o" L'-o" , ~ ~ ~ DATE' L I (3 H T I N G . : ~PE: ' ' WP2CF421PCS ~C W~H T~FSC ENGINEEmNG ' 8 Wallpack with cutoff glare shield for 70-150W HPS, 70-175W MH or 42W Compact I I PARKING J BEPARTHENT Fluorescent. All aluminum precision die cast construction with tempered glass lens. 30~ i ~ PA~EN~ I ~ outoff strip included. Lamp supplied. ~. ,,"~ Cutoff Lens: Refractor: ~ ~ ~ .>= ~ Tempered gla~s. Prismatic optics dleslgned to minimize glare ~ Finish: and throw light d~wn and out Heat resistant Chip and fade resistant epoxy powder borosilicate glass,, i PARKING SIGN ELEVATIONS ' ~PICAL ,,_,,,~_ ~o.t~n~. u~u....: ~ N,T.S, - ' Housing: Suitable for wet locations, HID fixtures can Die cast aluminum, 1/2" NPS ~pped holes be wired with 90" C supply wiring if supply 9" top, both sides and back for conduit or wires are routed 3" away ir om ballast 22,9 cm Continuou~ silicone rubber gasket, RAB sensor and fixture designs are [~ N.T,S. Reflec~r: protected under U,S. and International Specular anodized aluminum, removable for Intellectual Prope Ay laws218.8~/2"cm installation. Symmetrical light paffern Color: ~ ~~ ~ maximizes distance be~een fl~ures' Br°nze ~ ~ Photocontrol: Weight: _ Swivel Photocontrol 11,5 PHOTOMETRIC 150w HPS 4~10' Mounting Height  -- (WHERE OCCURS,) Height Multiplier i ' 3, 4" WH~E P~NT 5~mPE, ~ 1.6 175 1.0 i ~ ~2~  v~m~ W~ mc~c co~s ORDERING I~FOR~TIO~ ~o' 2s, 42 LMINIMUM) ~.,~,. ~x...~ ElecHPF QT 038 0.3 0.2 o.,7 4e o ~zoo ,oooo STALL (MINIMUM) PARKINGsc~[~: ~/~" ~'-o"STALL ~ ACCESSIBLE Factorylnstalle. Opfio.s Tamperproof ~rews (,TP) Double fusing for 208 and 240 vo't (IFs ' ,,, - - 4. 5'-5" N~HUH ~D[US, ] "WZDE, WH]TE EEF~E TAPE ,~ } ¢ ~:'~'y~C'~g~ff~:~ -- UNDZ~URBED SO[L I I'1~ ~-~;.~/~b~l~ S 6AL"i P~a26AL"S~ ATTREE' LOEATETOPTZEABOVE RR~S~FFOLD. SLOPE TO ACCEPTABLE 6~E.~'. '~ ~~ ~¢ i ~ I i.' ~%%~¢~ 6" BEEP CE~ER [N CENTER 30]NT WHERE CENTER '6 ~ 2"6" 9 ~;li I~ i ~' ~d q h~ROOT BALL 28-10-5 NPK, 4 PER 15 GAL TREE, GENE.L NOTES; ~~ ~/ ~~/ --NAT'V5 '0I[ A EDGECONC~EW~HL/2"~DIUSEDGINGTOOL. o g ~ ~ I~llljlq.lililtl'l~ SHALL NOT EXCEED ~% NAX, 6" ,. NOTE: P~O~DE 3" DEEP WELL ~' * ~. :o,~,,,~.,.,~..~,~,,~,~. ~ SHRUB P~NT~NG DETAIL OPEN DRIVEWAY APPROACH PREC~ST CONCRETE ~NEEL 5TOP TYPICAL BOLLAED PET~IL TREEN.T.S. PLANTING DETAIL,,~: bt"~u~tlog Muitipfler - Height Multiplier Watts HP8 MH CF[ _._8 '_. 1.6 175 1 .O 12' .7 100 .6 .6 t6' ,4 70 .4 .4 20' 25 42 ................................................................................................ Z NORTH ELEVATION SCALE: 1/4"= iLO'' ' ELEVATION "~ EAST ~' ~:,">* '~- SCALE: 1/4" = 1'-0" b-- ' ! J I "~RIENDL¥ L.I~HTIN~" ' I ! I , ~ ~,= ~,~ , ..' 'x III III I['JI Ii II III ~ ~ ," ", III II ~ .... - _ _-~_ _ _22__ __ .~*~ . .z" _ ",~, I SOUTH k[VATIO SCALfi: 1/4"= 1LO" --~- ~ ;,,~ ~,~z~:, ~~h~," I1" ., _- _ - , , , , ,: ,, ~° ,, .............................................................................................................................................. ' .............................. WEST ELEVATION , . ................................ SCALE: 1/4" = 1'-0" ................................... , F~ ~ ,~ ,, ., , SCA[S. l/4"=V-o" L ................................................................... ~ t~. ~';-~' ~o~: A-2 REVISIONS: 78'-0" ........ 3' 2" ', 21' 2 I/2'(TO 19- FLOOR O,$. BEARING WALL) 5 -8 , 9'- 91A'' , 5 8 ' ' ~. , , , I~ ; k~ i ' ' ~ ' : I -- ~ 12" OC (MIN 41 : " ' ' , ~ ~ L .......... J : , : ..... ..,.,j I¢" ' ' ' ~ .......... '~ ...... t ...... 2 ..... 22222[ ; m ~ , , , , , ,~ ..... ........................................ : L' , ~ ] ] m g 'CONC WALL ¢ . , , ,, -- , ~ :' i........ 3' 2" ! 21' 2'/2"(TO19-FLOORO,$.BEARINGWALL) , , ~ : /' : '~ ,~ ~ II ,. , ,-, , ~ : ~1~/ : ', w/B"STEMWALL L" m ~ ]~ , , ,. :__y~. ~.1~. . .~ ~ , : , , .......... , , ...... ~ , , ~ , , I~ , ' , J'J': _ , , ~, .......... I ~ ' ' , .... I~ : :II~,', . ~ . .. , . ,~..~. ,~ ~ , . , , , , , I~ : ~ ~ (CUT OUT 56'-9V/' ~ 21' lh,¢" ffOFOUNDATION'Oi ~ALL) 78'-0" AND CONFIRM 'g~ITH GENERAL CONTRACTOR BRIOR TO CONSTRUCTION, WALLq,. COLUMNS MUST AI~O BE BLOCKED OUT AND ISOLATED FROM THE I ~ ~ I m m OF N.Y,S, RESIDENTIAL CODE WITH A BITUMINOUS COATING. ~EE WALL B~EEN AND POSITLON ED SO THAT THE POINTS OF THE SQUARE ME~ THE CONTROL ,--+,m PROJE¢ NORTH ~ ~ ~ · . ~ 3, VERL~OVEAALLFOUNDATIONDIMEN'LONS'NAE~TIONTOOUT'IDEWA'" FOUNDATION WALL I I (1YPICAL) i AX973I-2 i ~ _ ~l.O,i ~ - i ] i a ~ SHOP ,~, k~. - '-~, ', ,j ~ll II ' S' ' -- '~' 'J ~ ~ ~ X FL,EE~ITHA,D~A~EPERS~CTION1OO,.1.,NY, BUILDINGCODE. ~ PROJE~ NORTH - SCALE: 1/4" - 1'-0' .~,,ui,~,.~co~,. 78L0" 7'-2V~" 7'-0" 7'-0" ~/UDH2422 ~)UDH2422 OFFIC. F Nn 9 [3) 2X8 ML HDR, CONFERFNCB /RFC. EPTIQN ROOM 10'-BVW' 10'-6" 21'-2V2" ~ PROJECT NORTH 2ND. FLOOR PLAN SCALE: 1/4" -- 1'-0' iNSULATE CEILINGS WITHI R30 INSULATION, ALL CATHEDRAL ALL WALLS AND CEILINGS[ TO BE 2 HOUR FIRE RATING UNLESS OTHER WISE NOTED 10) EXIT SlGNAGE TO COMPLY AND INSTALLED PER 1011 NYS BUILDING CODE 11) EMERGENCY LIGLITING TO COMPLY AND INSTALLED PER 1006 NYS BUILDING CODE, 12). SMOKE AND Co DETECTJOR~ TO COMPLY AND INSTALLED PER 9D4 NYS ~3 UiLDIN G CODE. F. COPPER STANDING SEAM ROOF OVER 30~ FELT / © © ~ PROJECT NORTH ROOF PLAN SCALE: 1/4" = 1'-0' DRAWN: MH / MS SCALE: 1/4"= 1 '-0" JOB ~: Janua~3~ 06, 2009 SHEET NIJMBER, A-6 q ' ,J Ill: , '!q~'I0" PC FOUNDATION ' ...................................................................................................... 4BX48X]2 CONC, FTG. 24~12 CONC. FTG Z SCALE: 1/4"= 1'-0" SCALE: 1/4" = 1,_0,, ............... ... , ....... ge; ~ ......................................................................................................................................... 1 / ~iKE ~ALL ( EE FOUNDAT ON ~ ~ I I ~2 ', STEEL COLUMN .~ SOIL ~ I CLESSTHAN 4'-0X8'-0" OPENING) PICAL DOOR OPENING (LESS THAN 4'-0X8'-0" OPENIN6) r / / CLEAN FtLL OR,ALVIN[ZED BOLTSW/W~HE~ SLOPE" 1/4" PER FOOT PITOH TO DRAIN TRAP 4).~TERIAU: 2).~ELDSPACINa.~ELD EDGE ~I~SAT EACH SUPPORT SPACEADOLTIONAL~ELDS WIND-BORNE DEBRIS PROTE ION FOR WOOD STRUCTU L PANEL N.T.S. WINDBORNE DEBRIS PROTE~ION FASTENING SCHEDULE FOR WOOD STRU~U~L PANELS WOOD STRUCTU~L PANELS W~H A MINIMUM THICKNESS OF 7/16" UNIT~ IDENTIFY ~EEL DEC~ ~UNDLES ~ITH LA[BEL~ NEAR,N6 THE UL MA~K D) FLOOR BECK CLOSURES. FASTEN COLUMN CLO~URE$. CELL CLO~URE$ AND AND MAXIMUM PANEL SPAN OF 8 FE~ SHALL BE PERMI~ED FOR OPENING PROTE~ION ~N ONE- AND TWO-STORY BUILDINGS, PANELS SHALL BE PRECUT TO s) ACCESSORIES' ~INS AND ~IDES OF DIKING, EATEN CELL CLOSURE~ AT CHANGES OF O~RECTION COVER 6~ZED OPENINGS W~TH A~ACHMENT HARDWARE PROVIDED. (REFER TO SE~ION 160g.1,4, 1609.6.5 AND TABLE ~609.1,4 OF N.Y,S. RESIDENTIAL A). RLLERsPOUR STOP$,~HALL COLUMNBE THE ~pECLO~URES'REQUIREDENOByCLOSURtES'THE ~'EELCOME~BECK IN~I~TEP~TES AND GIBBER OF FLOOR BECK. UNITS UNLESS OTHERWISE DIRECTED CONSTRUCTION CODE). THIS IS NOT A SUBSTITUTION FOR DESIGN'PRESSURE, ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPG~DES WHERE APPLICABLE. ~) MECHANICAL FA~ENERS O~ ~ELD~ ARE ACCRUABLE FOR ACCESSORY 5) REPA~S ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOO~, SHU~E~ MUST BE MARKED FOR WHAT OPENING ~ IS TO COVER. A~ACHMENTS, A), NEFORE CONCR~E P~EEMENT: HARDWARE MUST ACCOMPANY SHU~E~ FOR INSTALLATION. DECKING SHALL ALWAYJ PROVIDE POSITIVE DKAINAGEE DECKTO SLO~E TO A CURaLE~5 EDGE. THE DECK FROM ACTING AS A TIGHT ANO SUSSTANTLAL FO~ OR THAT CONCRETE, 3500 IPSI -- #7 REBAR-- Envelope Compliance Ce ificate CEILING ASSEHBLY ~T[NG - 2HR. BEARING WALL TING - 2HR, ~,~. ~0 2007 New Yolk Energy 'Co~a,~o,n Cons,traction Cod~ ANSI/UL 263 (DESIGN NO, U301) ~ ~ ~ Oa~ ~e: c:~ / ~ '~ r~': 2X4'S FIRESTOPPED .... . ~ction 2: ~neral 3/32 in. thick gypsum veneer plaster may be applied ~o the entire su~ace of Classified veneer baseboard. 3oints reinforced, ~a~iOB 3:, Requ[remen~ Checklist 3. Nails -- 6d cement coated nails 1-7/8 in. long, 0.0915 ~n. shank dram, 1/4 in. diem heads, and 8d cement coaled nads 2-3/8 in. long, 0.113 in. shank diam~ 9/32 In. diem heads, 4. Gypsum Board -- * -- 5/8 in. thick, two layers applied either horizontally or ve~ically. Inner 1. Flooring Systems -- The flooring system shall consist of one of the following: ~ m~e~m ~.~ ~ c.~ c~L ~ layer aEached to studs with the ~-7/8 in. nails spaced 6 in. OC. Outer layer aEached to studs System No. ~ ~ ~:~,~ ~ ~,, ~., over inner layer with the 2-3/8 in. long nails spaced 8 in. OC. VeKical joints located over studs. Subflooring -- Min 1 by 6 in. T & G lumber fastened diagonally to joists. ~wa~ l:~l~,~s~g ~ ~ 0 ~r.a All join~ in face layers ~aggered with joints in base layers. Joints of each base layer offset with ~z ~'~ ~r, s~ ~ - - join~ of base layer on opposite side. When used in widths oLher than ~8 in,, gypsum board to be installed horizontally. Vapor Barrier -- Nom 0,010 in. thick commercial rosin-sized building paper. ~ ~:,~. ~, s~c~.~ =~ - - When Steel Framing Members* (Item 6) are used, base layer aRached to furring channels with Finish Flooring -- Min 1 by 3 in. T & G and end matched, laid perpendicular to joist. "~r~ ~: w~$~.~ ~ ,~., o.0 ~ in. long Type S bugle-head steel screws spaced max 24 in. OC; face layer a~ached with ~-5/8 m. ~mw~ z~.~=~g m~ ~,~ ~ ~ a.~ ~.m~ long Type S bugle-head steel screws spaced max ~2 in. OC. 2. Wood Joists -- Min 2 by 10, spaced 16 in. OC and effe~ively fireblocked in ~rl:,~e~r,~o~a~) ~S -- ~.D 4A. Gypsum Beard* -- {As an alternate to Item 4) -- Horn 3/4 in, thick, in,ailed as described in accordance with local codes. 4B. Gypsum Board* -- (~ an alternate to Items 4 and 4A)--5/8 in, thick, 2 R wide, tongue 3. Cross Bridging Min ~ by 3 in, or min 2 by 10 solid blocking, m t ~ ~a,~, ~a~ ~,m~ ~,~. and groove edge~ applied horizontally as the outer layer to one side of the a~embly. Secured as Q z ~.~~m~ described in Rem 4. Joint covering (Item 2) not required. 4. Resilient Channels -- Formed of 25 HSG galv steel, spaced 24 in. OC perpendicular ~ ~- ~ ~ s,~ ~,~. to joists and located ~2 in. from each side edge of base layer gypsum board. Channels ~ ~- clip6' Steelas describedFraming below:Members -- (Optional, Not Shown)* - Furring channels and resilient sound isolation placed with 1/4 in. clearance at the ends and fastened to each joist with 1-7/8 in. long ~'~ A. Furring Channels -- Formed of No. 25 HSG galv steel, 2-3/8 in. wide by 7/8 in. deep, spaced 24 in. NO. 7 Type S bugle head screws. Hin end clearance of channels to walls: 3/8 in. oc perpendicular to studs. Channels secured to studs as described in Item b, Ends of adjoining channels Additional channels 60 in, long, placed adjacent to continuous channels at end joints of ~ ~: ~,~ ~,:~c~ are overlapped 6 in. and tied together with double ~rand of No. [8 SWG galv steel wire near each end of second layers of gypsum board (item 5) and similarly secured. Channel ends to e~e~d overlap. As an alternate~ ends of adjoining channels may be overlapped 6 in. and secured together with 6 in. beyond each side of joint, B. 5toot Framing Hembers* -- Resilient sound isolation dip used to a~ch furring channels (Rem ed) to ~A. Steel Framing Hembers (Not Shown)* -- As an alternate to item ~, furring ~ 7 Ca~godoors andloadlng dockdoorsareweather sealed, studs. Clips spaced 48 in. OC., and secured to studs with Nm 8 x 2-[/2 in, coarse d~all screw through chan nels and Steel Framing Hem bors as described below: ~ s, Recessed [ghting fixtures are' (~) Type lC rated and sea ed o gasketed; ~ 0i)~nstalled inside an approprmte a~r-tight assembly PAC ~NTERNAT[ONAL ~NC-- Type RS[C-L a. Furring Channels -- Formed of No. 25 HSG galv steel. 2-3/8 in, wide by 7/8 in. ~ 9, vapor re[arderlnstal[ed deep, spaced 24 in. OC perpendicular to joists, Channels secured to joists as described in [tern b. Ends of adjoining channels overlapped 6 in. and tied together with double Section 4: Compliance Statement strand of No. [8 SWG galv steel wire near each end of overlap, c~p~.... Sta~menr The proposed envelope design represe.[ed ~n this d~cumen s cons sent wRh the building plans, b, Steel Framing Hembers~ -- Used to a~ach furring channels (Rem a) to joists. Clips~.a other calculations submitted wRh this perm~[ applicatl~, ~e proposed envelope system has been designed to meet the 2007 New spaced ~8 in. OC., and secured to alternating joists with No. 8 x 2-~/2 in. coarse ~,.r~ Conse~t~ Construction Code requirements in COMch~kVerslon 3.5.3 and [~ cemplywrth the manda[oryrequ~rements in d~all screw through the center grommet. Furring channels are fri~ion fiEed into Requirements Checklist clips. Adjoining channels are overlapped as described in Rem a, As an alternate, ends w~.~ a Registered Design Professional has s~mped and signed this p~ge, they are at~e~n9 that to the best of hm~er kn~ledOe, belief, of adjoining channels may be overlapped 6 in. and secured together with two self-tapping No. 6 framing screws, min 7/16 in. long at the midpoint of the overlap, N,~.-TiUe Srgnature Date with one screw on each flange of the channel. Additional clips required to hold furring FIRE BARRIERRATING- 3 HOUR ~ha,,.~ that suppo~ the gypsum board butt joints, as described in Item 5. ANSI/Ut 263 (DESIGN U382) 5. Gypsum Board* -- Two layers of nom 5/8 in, thick, 4 ff wide gypsum board. When ~" resilient channels (Item 4) are used, first layer installed perpendicular to joists with end EXTERIOR WALLRATING- 11 HOUR Jo "t located over bosom of joist. Gypsum board a~ached to joists with 6d cement coated cooler nails spaced 1 in., 6 in, and 21 in, from each side edge in the field of the ~ (UL DESIGN 330) board. Bu~ edges shall occur under joists, fa~ened with nails spaced 1 in., 6 in., 15 in. ~ and 2~ in. from side edges of board, and [/2 in. back from bu~ edge. Second layer of ~ ~ ~ ~ .~ ~ ~ gypsum board secured to resilient channels with ~ in. long No. 7 Type S bugle head 5-5/8" , HR Rre joints of second layer offset from end joints in first layer, and secured to both resilient . channels as shown in end joint detail. Screws located 3/4 in. and ~-~/4 in. from side ~. wooo =~, ~OU,L~ ~OW O,.O~,N*~X,,,. ~O~,,,*CE~ ~,. O.=, --~ and end jo[n~ of boards, When Steel Framing Members (item 4A) are used, sheets - installed with long dimensions parallel with joist. Base layer a~ached to the furring A~D C~O~S-~ACED AT ~m~HE~SHT. OPPOSITE ROWS ~PACEU WST~M l~n. A~ART, ~AGGERED 8 in O,C, AND JOINED AT THE TOP channels using 1 in. long No. 7 Type S bugle head steel screws spaced 8 in, OC along .~u ,OTTOM W~T. ~'NO ,~TE~. WOO~ ~U~ EXTE,tO, WALL ~LOAD ~"~HEET,OC,,~ Fm,CO~, C ~O~,~V~U~ ,~,,E~ bused end joints and 12 in. OC in the field of the board, BuSed end joints shall be o~E ~W, oN ,owo~ ~O,,~CH ,OW O, ~U~. staggered min 2 ~. within the assembly, and occur midway between the continuous 3. ALL~ A D ~O ~YER~ OF 5/8 in, THICK, 4 fi, ~IDE GYPSUM WALLBOARD . ~.v=,, ~,NE~*~ WOOL ,*W fu rring channels. Each end of each gypsum board shall be suppoRed by a single length APPLIED VERTICALLY, W~TH THE FIR~ LAYER OF GYPSUM ~OARD - 1" EXTRUDED ~OLY~EENE INSULTING SHEATHING A~ACHEDW[TH ed CEMENT COATED NAILS SPACED 10 Im O.C.-~",L~OOO ~,~ Of furring channel equal to the width of the gypsum board plus 6 in. on each end. The AND THE SECOND ~YER OF GYPSUM BOARD A~ACHED ~ITH ~d ,A,= ~,ACED ~ ,,. O.C VE,~,C*L~O,~;~ ,~EEN Ut *.D ~O furring channels shall be spaced approximately 3-1/2 in. OC, and be aEached to 2,, ~VE~ OF WA~,OA.; A,~ TO,,~T*~E~ED. underside of the joist with one RS[C-1 clip at each end of the channel. BuSed base 4 ~~ (NOT ~HOWN) WALLbOArD ~Ot~T~ TAPEO *~D UO*TH ANDNAILHEADSCOVEREDWLTH JOINTCOMPOOND layer end joints to be offset a min of 24 in. in adjacent courses. Outer layer a~ached to 5. FIS~R. ~P~YED G"EEN COLORED SP~Y APPLIED CELLULOSE MATEriAL THE FIgE" the furring channels using 1-5/8 in. long No. 7 Type S bugle head steel screws spaced c~ww ~N ACCO~ANC,~TH TH, ~,,LtCAT~O, ~N~TRUCTtO~S 8 in. OC at bused joints and [2 in. OC in the field. BuSed end joints to be offset a min , ~.~ ,b,./~'. of 8 in. from base layer end joints. BuSed side joints of outer layer to be offset min 18 6 MESHNETING (NOTSHO~N) ANYTHJN.~OVEN ORNON-~OVEN F[BROU~ in. from bused side joints of base layer. OF THE ~PRAYED RBER FROM THE OPPOSLTE RO~ 6. Finishing System - (Not Shown) -- Vinyl, d~ or premixed joint compound, applied in two coats to joints and screw-heads. Nom 2 in. wide paper tape embedded in first layer of compound over all joints. As an alternate, nom. 3/32 in. thick veneer plaster may be applied to the entire surface of the gypsum board. .z/o~ =.,,., box .~ ~" ~,-~,~ ALLOWABLE HOLES - TJI Joists .~A~,~Tco. C~T. ALLOWABLE HOLES - Beams and Headers , , This sheet is intended as a supplement to the Trus Joist Framer's Pocket Guide, which should be referenced for additional information. - JOB #: JanualT 06, 2009 SHEET NUMBER' A-10 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOLUING APPFP. OYEE) USP hlET L C. ONNECTOR5 FOR P OPE IND E515TANT GOOD CONSTRUCTION. FOLLO ANUF CTU E'5 RECOMHEN ED INSTALLATION INSTRUCTION5 TO CNIE E AXI UH UPLIFT CAP CITT. KING STUDS ~ ~ ~ ~ RAFTer ~ WALL STUD ~- % ~ -- ENDWALL CRIPPLE STUD -- ~ - ~ ~ . BOTTOM PLATE ~ ) SIDEWALL _ RAFTER JACK STUDS ~ ~ FLOOR JSP NUMBER DESCRIPTIOh APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADS5 ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO I SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATIO~ USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE JSP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH DOT, PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAF APPL~ TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. ST~P ~PPLY OVER RIDGE TO EACH ~FTER , 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGE~ FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE FHE FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGE RT3 OR RT7 TYDOWN ANCHOR APPLY ~O EACH CRIPPLE STUE 2Al0 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGEF BLOCKING ~24"OC THROUGH-ROOF EXHAUST ' "~ VENTS SELECTED AND I ~ / ~~CATED By CONTRACTOR ~ AS REQUIRED RIM BOARD O ~ CHIMNEY RAFTER SILL PLATE{S) ~ ~ ~ WALL SHEATHING ~AFTE~5 MAINTAIN '. ~ ~%~ VENTILATION WOOD JOIST ~ STAPPING TO BE ATTACHED TO WALL STUDS ~48"OC ~ ~ ~ AT ~ALL -- MAINTAIN GAP INSTALL 4'0" C.C. /" ~ ~ ~ ROOFING TO AVOID SOAKING WALL STUD O WOOD GIRDER 4" - 8" LST~4 1-1/4"x24" 20ga, STRAF AND JACK STUDS ~' ~ ~ D ' CORR iON- LCONTINT~OFFIT / EXT. PLYWOOD ON ALL OPENINGS ~ ~ / /~ ,, PROVIDE HEMMED EDGE AT ' RESISTANT METAL MESH WITH MESH iNSTALL 4,0,, C.C. ' ~ / // / ~ / FLASHING TO FORM CHANNEL ~ LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF % INCH IN DIMENSION. 5OFFiTED / ~ /~~~ ACTION , OOF M ENTILATION/ OVER BEARING WALLS AND HEADERS 14"-16" LSTA36 1-1,4"x36" 18ga. STRAF AND JACK STUDS ~ --/ / ~;~F~;;~;~;;: ,"- 12" RAFTER RT2O 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER I BASE FLASHING W PS CORN ERS, I I 51DE ALL FL SNINO I KEYWAY FOOTING CONC. FTC. ~ g.A l ~ ./ ~__ L , ,.. ~ (USP LBPS58 OR BP583) ~ ~ ~ :OUNDATLON 5/8" DIA. ANCHOR BOLq I I I SILL P~TE TO FOUNDATION ROOFING AT B TTO {CRAWL SPACE OR FOUNDATION) 1 STORY 72" CC , TYPICAl CONC. FOUNDATION. APPLY PILASTERS MiN. 3,, STEEL COLUMN ANCHORED TO 24~x24"x12'' CONC. FTC, (CRAWL SPACE OR FOUNDATION) 2 STORIES 36,' CC TEEL / OTtO (SLAB-ON-GRADE) 1-2STORIES 57" CC ROOF J CK5 VENT5 DET,AIL SUBFLOOR I -Door FRAME I, ,I COMPACT FILL~'-.~ ~.,~ ti'/// - Steel BEAM LA. FOR BLOCKOUT ~ ....... ~ P,T, PLATE ~;~~' ' ATENDANDCACE/'/,~" N% ', .~~~ 4"~''V"~ TOBEAPROX, 1/2"ORHIGHERTHANNOTCHJOISTANDABJUSTHE'GHT , ' , ' , ' , ' 1/2"AIRS ..~ ' ~ ~ t ~ 4 ' ~ I ~"~ ~ ~ , '. , , · ,- ~ , {WITH A NAILING PLATE If NEEDED) ¢ STEEL BEAM TO ALLOW FOR SHRIN~GE ..... ~,' d ~ NOTCH EQUALS t/4 DEPTH OF BEAM ~ ~ ~ ,,.~., ',.' I: ~ I' '1 JOIST ¢" ' 4' ~3~ -- OF CONTACT WITH CONCRETE OR CON C' BLOCK REINFORCE FOOTING WITH (2) ¢4 REINFORCING BARS' ~ 3" MINIMUM BEARING SURFACE FOR WOOD BEAM ~E DOO~ ~LOCKO~T POCKET KING STUDS ¢ ~ ~ ~ RAFTER WALL STUD ...~- ~ (~ ENDWALL CRIPPLE STUD -- ~ - O % . BOTTOM PLATE ~ ) ~~ HEADER 2 ~ /~', ~ DOUBLE JOIST SIDEWALL _ RAFTER FLOOR IBP NUMBER DESCRIPTIOh APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADS5 ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO I SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATIOA USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE JSP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH DOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL 2ND. ADS5 ANCHOR PLATES Of 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAF APPL~ TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. ST~P ~PPLY OVER RIDGE TO EACH ~FTER 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGE~ FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE FHE FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUE 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGEF BLOCKING ~24"OC ' "~ VENTS SELECTED AND METAL STRAP ~ ~ CRICKET AT TOP-SIDE OF VENTILATION CHANNEL AS REQUIRED RIM BOARD O ~ CHIMNEY RAFTER ', ~ ~ VENTILATION WOOD JOIST- ' '~~ /~/~/~ ~// ROOFING TO AVOID SOAKING WALL STUD ~10 WOOD GIRDER FOUNDATION ' ' ~ ....... ' '" '" '" ' % / ~ FINISH WALL AND MOISTURE TOP PLATE = = 5 ~ ~ 2x42X4 SOFF[TLEDGERjoIST BLOCKING ,~ / / BARRIER TO LAP FLASHING A~IC SHALL BE PROVIDED WITH A ~ %~ ~ ~ FASCIA STAPPING TO BE ATTACHED TO WALL STUDS ~48"OC ~ ~ ~ AT WALL -- MAINTAIN GAP AND ALL WINDOW/DOOR OPENING JACK STUDS ~ MINIMUM NET FREE VENTILATING AREA ~- '? :LOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ~ ~ BETWEEN WALL FINISH AND ~ NOT LESS THAN 1/150 OF THE AREA OF ~ ~ GUTTER INSTALL4'0"O.C. /" ~ D ' CORR iON ~CONITIN. SCREENED VENT SHALL BE CQVERE WITH OS 4" - 8" LST~4 1-1/4"x24" 20ga, STRAF AND JACK STUDS ~, ~ I - LCONTINT~OFFIT / EXT. PLYWOOD ON ALL OPENINGS ~ ~ ~ ~ ,, PROVIDE HEMMED EDGE AT ' RESISTANT METAL MESH WITH MESH INSTALL 4'0" C.C. ' ~ / // / ~ / FLASHING TO FORM CHANNEL I LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS Of % INCH IN DIMENSION. 5OFFITED % ~ /~ / ,~ ~ AND SO AS TO MAINTAIN AIR CONNECTTO 8" - 14" LSTA30 1-1/4"x30" 1Sca, STRAF AND JACK STUDS ~ % ~/ ~' ' - ~~ GAP TO PREVENT CAPILLARY 4" - 6" ~FTER RTl0 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND 3N ALL OPENINGE 14"- 16" LSTA38 1-1/4"x36" 18ga. STRAF AND JACK STUDS / % / / ~G NAILS ]"- 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER 5OFFITE~ E~VE ~ET~lL RAFTER O RIDGIE cap Of SAME BASE FLASHING W~PS CORNERS. EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING INC.HES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT 1ST. fLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ~48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FL~SNIN~ AT ALL EAYES, SIDEWALLS, Wall STUD 0 =LOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND ~AKE5 -- P~O~IDE HE~ED EDGES 50 4" - B" LSTA36 1H/4"x36" 18ga. STRAF AND JACK STUDS P~EVENT CAP[LLAR~ ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-~/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH 3N ALL OPENINGS RAFTER/PLATE RTl5 TYDOWN ANCHOR CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAF AND JACK STUDS CONNECT OVER CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS 3N ALL OPENINGS PLATE~ALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD OF ROOF 6MIL POLY ON E~ERIOR ~ V . ~ STEEL COLUMN ....... ~ ~ USE WITH 3x3 SQUARE WASHERS W2" ~RO~T KEYWAY FOOTING CONC. FTC. ~, ~'~ / ~ ./ ~__ , ,.. ~ (USP LBPS58 OR BP583) ~ ~ ~ =OUNDATtON 5/8" DIA. ANCHOR BOLq I I I ~ ¢" 5TELL COLUMN DRAIN TILE · F .~ ~ j ANCHOR BOLT CONNECTION 3UPPORTING MAXIMUM SPACING FLASHING LAPS . - '' , ~ ( IO ~IP5 ) SILL P~TE TO FOUNDATION ROOFING AT B TTO {CRAWL SPACE OR FOUNDATION) 1 STORY 72" CC TT~[O~L ~EAM DETAIL SILLPLATETOFOUNDATION 2STORIES 36"OC 5TELL / OTTOH TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24'x24"x12" CONC. FTC. (CRAWL SPACE OR FOUNDATION) WHERE NEEDED FOR STRUCTURAL BRACING. WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" CC ROOF J~C~5 ~ VENT5 ~ET,AIL (SLAB-ON-GRADE) I -DOOR FRAME I' '1 CONC. SLAB ~AGE ~1 ~ / / / ~ JOIST DO0~ USE 2X8 COMPACT FILL~'-.~ ~.,~ ti'/// - Steel BEAM LA.FOR BLOCKOUT  ¢ STEEL BEAM TO ALLOW FOR SHRIN~GE DRAIN TILE ~ ~! --__~=lU%l i% i %11~11~ ~ = STEEL BEAM ~ ~ PLATE {BOLTE~EAM) NOTCH EQUALS t/4 DEPTH OF BEAM ~ ,~ ',~/~ REINFOROINGBAR :;~: ~i~--~ SHEETMETAL/30#FELTUNDERBEAMATPOINT 12" , '~ ~ 7""-. - OF CONTACT WITH CONCRETE OR CONC. BLOCK TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) ¢¢4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. .~ ^ SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. "3" MINIMUM BEARING SURFACE FOR WOOD BEAM IDOOR ESLOCKO!J,T ESEAN POCK. ET WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE TWE FOLLOLUIN~ Of~ APPF-=OVED [rEP METAL CONNECTOR5 FOR PROPEF.~ uJrN[~ RESISTANT CONSTRUCTION. FOLLOtU MANUFACTURE'6 REC. OMMEN[DED INSTALLATION INSTRt. JCTION6 TO ADNIEYE MAX[MUM UPLIFT LOAD CAPACITY, KING STUDS t ) R'OGE &_LL J t II II .*.ER O dAOX STUDS ~' RAFTER-TO-LEDGER CONNECTION LEDGER TO BE CONNECTED TO BLDG, USING I/2" DIA. BOLTS @16"O6 W~TH WASHERS HEADER-TO-POST/STUD CONNECTION RIDGE-TO-RAFTER CON NECTIONDAFTER STZE LISp NUMBER DESCP~PTtON APPLICATION LOCATION JSP NUMBER DESCRIPTION APpLTCATIDN I t), Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. ST,AIR R,,5,[LIN~ % LOCATIOh JSP NUMBER DESCRIPTION APPLICAITON 2xG-2x8 L526 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER ALL OPENING~ LSTA12 bl/4"xI2" 20ga. STRAF APPLY TO EACH JACK STUD Ail fasteners, hangers and anchors to be galvin/zed or stainless steel ROOF LSTA24 L-1/4"x24" 20ga. 5TRAP APPLY OVER P~DGE TO EACH RAFTER 2X10 LB210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER ~LL OPENING,¢ RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2). Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. Girders an concrete piers shall be anchored with proper steel connectors anchored 1-1/2" SPACE into concrete with a minimum 1/2" dis x 7" long anchor bolt with washers and nuts, MINIMUM HANDRAILS ~ ~ ~. RAFTER O ~/ RAFTER 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing and over the ledger, Ledger to be fastened to building with 1/2" dia bolts with washers TOPPLATE /'/ O /' ~ 3). Concrete plers shall be a minimum G" above grade. BALUSTERS . . :~ girder(s), WALL STUD O WALL STUD ~ o'""~ ~'" B). Covered Roofs shall be assembled and anchored the same manner as a typical building. ~ / ~ ' for any contact with ACQ. RAFTER TO PLATE/STUD CONNECTION ~ ~ HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION LOCATION UBPNUMBER DESCP~PT]ON APPLICATION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH J OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATIONcoNNECT TO ~'AFTER/PLATE RT1S TYDOWN ANCHOR RAFTERCONNECT EACHTo PLATE POST-TO-DECK CONNECTIONNAILING SCHEDULE ROOF SHEATHING: I STRUCTURAL PANEL Bd NYS BLDG. CODE 4" DIA. MAXIMUM ~ GIRDER/HEADER- ~ GIRDER/HEADER NAIL NAIL ~ JOIST POST/COLUMN ~) ° ~ .. j RAFTER TO 8'WALL: 3~8d COMMON EACH :~: ,~, POST/COLUMN ~) TOP PLATE 10' WALL: 4-ad COMMON RAFTER rOE-NAIL CEILING JOIST LAPS TABLE 2304.9 1 EACH FACE POST-TO-GIRDER/HEADER CONNECTION OVER PARTITION NYS BLDG CODE LAP NAIL LOC. AT]ON USP NUMBER DESCRIPTION APPLICAITON %. / TO RAFTER NYS BLDG CODE END NAIL PECK/PORCH F~AILIN~ SPLICED JOISTS OVER HEADER/GIRDER ~×4 SOLID COLUMN ~BB44 / pBgC44/KC44 )OSTCAP ANCNOg APPLYTO EACH COLUM'~ BLOCKING EACH TOE 5x6 SOLID COLUMN ~BSE6 / PBSES6 j KC66 POST CJ~ ANCHOR APPLYTO EACH COLUMh POST-TO-GIRDER/HEADER CONNECTION TO RAFTER 2-8d COMMON END NAIL LOCATION USP NUNBER DESCP~PTION APPLICATION HOLLOW COLUMN SIMPSON 5TRRI/2 H.C, ANCHOR APPLY TO EACH CObUM~ USE MIN, (2) 1/2" DIA, GALV, BOLTS WITH WASHERS AND NUTS RIM BOARD 2- 16d COMMON EACH END LEDGER .-- GIRDER/HEADER II I CONCRETE PIER (~,,, - ~ STUD O.C. NAIL ,.~,/' · . HEADERTO J 16d COMMON ~ BOTTOM PLATE TO: FLUSH JOISTS WITH HEADER/GIRDERFLOOR JOIST, BAND JOIST -~- f6dCOMMON PER CEILING JOIST TO BLDG. CONNECTION ALLJOISTSCONNECTEDTOAFLUSH HEADERTO BE SUPPORTED WITH II FORHEADER HEADER/GIRDER-TO-POST CONNECTION END JOIST OR BLOCKING FOOT FACE NAIL LEDGER TO BE CONNECTED TO BLDG. USING J/2" DIA, BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. OR BEAM LOCATIDIN UBP NUMBER DESCRIPTION APPLICATION [F ABLE, SET F/R JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS Il TO ALLOW FOR SHRtNKAGE'REQUiREDROD __ ~lI (2) BLAME PAU44 OR WE44 POST / BEAM ANCHOR APPLY TO EACH PIER FLASHING TUCKED UNDER Il / ~ JOINT DESCRIPTION NAIL NAIL NOTES t I/2" DIA. LAG BOLTS W/W.A. SHERS ,,~ POST O BLOCKING 2 - 8d COMMON PER LAGBOLTS HOLLOW COLUMN UPLIFT BANDJOISTTO: .~16dCOMMON FOOT TOEN/~I ~M,OIST/SD. / ~ *~I",F'~ SI~PSONSrP, ONGT~EMODELSTRR,/2 DECK POST FTG. CONNECTION SPLICED JOISTS OVER HEADER/GIRDER INSTALLAS PER MANUFACTURE'B RECOMENDAITONS USE WITH RTl0 TYDOWN ANCHORS 4X4 POST PAL44 OR WE44 POST / BEAM ANCHOR APPLY TO EACH FOOTING DECK/PORCH LEDGER CONNECTION 6XB POST PAL66 OR WE66 POST / BEAM ANCHOR APPLY TO EACH FOOTING JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACINE RAFTER TO 8' WALL: 3~8d COMMON EACH TOP PLATE 0'WALL: 4~8d COMMON RAFTER rOE-NAIL CEILING JOIST 8' WALL: 3-8d COMMON EACH TOTOP PLATE 10' WALL: 4-Sd COMMON JOIST FOE-NAIL CEILING JOIST TO TABLE 2304.9.1 EACH FACE PARALLEL RAFTER NYS BLDG CODE LAP NAIL CEILING JOIST LAPS TABLE 2304.9 1 EACH FACE OVER PARTITION NYS BLDG CODE LAP NAIL COLLAR TIE TABLE 2304.9.1 EACH FACE TO RAFTER NYS BLDG CODE END NAIL BLOCKING EACH TOE TO RAFTER 2 - 8d COMMON END NAIL RIM BOARD 2 - 16d COMMON EACH END TO RAFTER END NAIL JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES TOP PLATE TO PER TOP PLATE i2 - 16d COMMON FOOT FACE NAIL TOP PLATES AT ~ ~ 16d COMMON JOINTS FACE INTERSECTIONS EA. SIDE NAIL STUD TO 24" FACE STUD -~ - 16d COMMON O,C. NAIL HEADER TO 16d COMMON t 8" O,C, FACE HEADER ~,LONG EDGES NAIL TOP OR BOTTOM ~ - t6d COMMON PER 2x4 STUD END PLATE TO STUD t ~ 16d COMMON PER 2×6 STUD NAIL BOTTOM PLATE TO: FLOOR JOIST, BAND JOIST -~ - 16d COMMON PER END JOIST OR BLOCKING FOOT FACE NAIL NAIL NAIL JOINT DESCRIPTION QTY. ~PACING NOTES JOIST TO: PER TOE GILL, TOP PLATE OR GIRDER 4 - 8d COMMON , JOIST NAIL BRIDGING 2 - 8d COMMON EACH TOE TO JOIST END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO JOIST END NAIL BLOCKING TO; EACH TOE SILL OR TOP PLATE 3 - 16d COMMON BLOCK NAIL LEDGER STRIP 3-16d COMMON EACH FACE TO BEAM JOIST NAIL JOIST ON LEDGER PER TOE TO BEAM 3 · 8d COMMON JOIST NAIL PER END BANDTo JOIsTJOiST ] - led COMMON JOIST NAIL PER TOEN , BAND JOIST TO: ~ - 1 Cd COMMON FOOT SILL OR TOP PLATE GENERal NOTE5 EXITS: EXITS SHALL COMPLY WITH SECTION 1002 AND THE APPLICABLE REQUIREMENTS OF SECTION 1003, AN EXIT SHALL NOT BE USED FOR ANY PURPOSE THAT INTERFERES WITH ITS FUNCTION AS A MEANS OF EGRESS. ONCE A GIVEN LEVEL OF EXIT PROTECTION IS ACHIEVED, SUCH LEVEL OF PROTECTION SHALL NOT BE REDUCED UNTIL ARRIVAL AT THE EXIT DISCHARGE. EVERY FLOOR AREA 5HALL BE PROVIDED WITH THE MINIMUM NUMBER OF APPROVED INDEPENDED EXITS AS REQUIRED BY TABLE 1018.1 BASED ON THE OCCUPANT LOAD, EXCEPT AS MODIFIED IN SECTION 1014.1 OR 1018.2. CORRIDORS: THE MINIMUM CORRIDOR WIDTH IS DETERMINED FROM SECTION 1005.1, BUT NOT LESS THAN 44". CORRIDORS SHALL COMPLY WITH SECTIONS 1005-1016. THE CORRIDOR WALLS REQUIRED TO BE FIRE-RESISTANT RATED AND SHALL COMPLY WITH SECTION 708 FOR FIRE PARTITIONS. EXIT SIGNS', EXIT SIGNS ARE TO COMPLY WITH SECTIONS I011,, NYS BUILDING CODE, EXITS AND EXIT ACCESS DOORS ARE TO BE MARKED BY AN APPROVED EXIT SIGN READILY VISABLE FROM ANY DIRECTION OF EGRESS TRAVEL, ACCESS TO EXITS SHALL BE MARKED BY READILY VISABLE EXITS SIGNS IN CASES IN CASES WHERE EXIT OR PATH OF EGRESS TRAVEL IS NOT IMMEDIATELY VISABLE TO THE OCCUPANTS, EXIT PLACEMENT SHALL BE SUCH THAT NO POINT IN AN EXIT CORRIDOR MORE THAN 100' FROM THE NEAREST EXIT SIGNS, EXIT SIGNS ARE TO BE ILLUMINATED AT ALL TIMES, TO ENSURE CONTINUED ILLUMINATION FOR A DURATION OF NOT LESS THAN 90 MINUTES IN CASE OF PRIMARY POWER LOSS, THE EXIT SIGNS SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM PROVIDED FROM STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON'SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702.ILLUMINATION EMERGENY. EMERGENCY LIGHTING: POWER TO COMPLY WITH SECTION 1011.5.3, NYS BUILDING CODE. THE POWER SUPPLY FOR MEANS OF EGRESS SHALL NORMALLY BE PROVIDED BY THE PREMISE'S ELECTRICAL SUPPLY. IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE THE FOLLOWING AREAS'. 1). EXIT ACCESS CORRIDORS, PASSAGEWAYS, AND AISLES IN ROOMS AND SPACES THAT REQUIRE TWO OR MORE MEANS OF EGRESS. 2). EXIT ACCESS CORRIDORS AND EXIT STAIRWAYS LOCATED IN BUILDINGS REQUIRES TO HAVE TWO OR OR MORE EXITS. 3). INTERIOR EXIT DISCHARGE ELEMENTS, AS PERMI~i'ED IN SECTION 1013, IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. 4). THE PORTION OF TIle EXTERIOR EXIT DISCHARGE IMMEDIATLY ADJACENT TO EXIT DISCHARGE DOOR- WAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ONSITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702. EXIT ACCESS: THE EXIT ACCESS ARRANGEMENT SHALL COMPLY WITH SECTION 1014 AND THE APPLICABLE PROV[SIONS OF SECTION 1013, NYS BUILDING CODE. THE MAXIMUM LENGTH OF EX~ ACCESS TRAVEL, MEASURED FROM THE HOST REMOTE POINT TO THE ENTRANCE TO AN EXIT ALONG THE NATURAL AND UNOBSTRUCTED PATH OF EGRESS TRAVEL, SHALL NOT EXCEED THE DISTANCE GIVEN IN TABLE 1015.1, NYS BUILDING CODE. FIRE EXTINGUISHERS'. FIRE EXTINGUISHERS TO BE IN INSTALLED AS PER SECTION 3309, NYS BUILDING CODE. ALL STRUCTURES UNDER CONSTRUCTION, ALTERATZON OR DEMOLITION SHALL BE PROVIDED WITH NOT LESS THAN ONE APPROVED PORTABLE FIRE EXTINGUISHER AT EACH STAIRWAY ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED. AN APPROVED PORTABLE FIRE EXTINGUISHER SHALL BE PROVIDED IN EVERY STORAGE AND CONSTRUCTION SHED. THE CODE ENFORCEMENT OFFICIAL IS AUTHORIZED TO REQUIRE ADDITIONAL APPROVED FIRE EXTINGUISHERS WHERE SPECIAL HAZARDS EXIST, SUCH AS FLAMMABLE OR COMBUSTABLE LIGUID STORAGE HAZARDS. FIRE EXTINGUISHERS SHALL COMPLY WITH SECTION 906, NYS BUILDING CODE. FIRE ALARM AND DETECTION SYSTEMS: SMOKE ALARMS SHALL BE PROVIDED IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 907 OF THE FIRE CODE. MANUAL FIRE ALARM SYSTEMS SHALL BE IN ACCORDANCE WITH SECTION NFPA 72 AND 907.2.1 THROUGH 9072.23. AUTOMATIC FIRE DETECTION SYSTEM5 SHALL BE IN ACCORDANCE WITH SECTIONS 903.3.1.1 OR 903.3.1.2 FRAMING: ~O RAFTER 2- Sd COMMON ENB N~,i~. / RIM BOARD EACH END WALL FRAMING: JOINT DESCRIPTION NAIL NAIL QTY SPACING NOTES TOP PLATE TD PER FACE NAIL TOP PLATE 2 - lcd COMMON FOOT SEE NOTE: TOP PLATES AT JOINTS FACE INTERSECTIONS 4 16d COMMON EA. SIDE NAIL STUD TO 24" FACE STUD 2 - 1Sd COMMON O.C NAIL HEADER TO 16" O,C, FACE HEADER 16d COMMON ~LONG EDGES NAIL FLOOR FRAMING: JOINT DESCRIPTION NAIL NAIL QTY, ]PACING NOTES JOIST TO; PER TOE SILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAiL BRIDGING EACH TOE TO JOIST 2 - Sd COMMDI END NAIL BLOCKING TD JOIST 2 - 8d COMMON GACH TOE END NAIL BLOCKING TO: SILL OR TOP PLATE 3 - tCd COMMON EACH TOE BLOCK NAIL LEDGER STRIP EACH FACE TO BEAM 3- 1Cd COMMON JOIST NAiL JOIST ON LEDGER PER TOE NAILING SCHEDULE S H EATH,I,F, IG: JOINT DESCRI NAIL .. TY, SPACING ST U PER TABLE 3,8 3TELLING SHEATHING: WALLBOARD 5d COOLERS SPACING GYPSUM 7I' O,C, EDGE STRUCTURAL% ~COMMON ~SPERTABLE39 SHEATHING: JOINT DESCRIPTION NAIL NAIL NOTE]: THESE NOTES ARE ONLY TO SE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY, 1), Nailing requirements are based na wall sheathing BATHROOM SPECIFICATIONS N.T.S. Bathroom(s) are to be ADA compliant as per ICC 2003 / ANSI All7,1. Water Supply and drain pipes under lavatories and sinks shall be insulated or otherwise configured to protect against contact. There shall be no sharp or abrasive surfaces under lavatories and sinks. Accesible lavatories and sinks are to comply with Section 606. A clear floor or ground space complying with Section 3053, positioned for foward approach, shall be provided. Knee and toe clearance compling with Section 306 shall be provided. The front of lavatories and sinks are to be 34 inches maximum above the floor or ground, measured to the higher of the fixture rim or counter surface. Faucets shall comply with Section 309. Hand-operated, self-dosing faucets shall remain open for i0 seconds minimum. Sinks are to be a maximum 6-1/2" deep. Multiple compartment sinks shall have at least one compartment complying with the requirement. FRONT EL]VATION SIDE ELEVATION HEIGHT OF LAVATORIES AND SINKS PLAN CONTENTS: LEGEND EMERGENCY EXIT LIGHT LIGHTED EXIT SIGN SMOKE DETECTOR OCCUPANCY CALCULATIONS (TABLE 1004.1,2) OCCUPANCY AREA S F TOTAL OCCUPANTS SI-IOp 2147 5 OFFICE 1592 4 9 CONSTRU[i tON CLASSIFICATION(SECT. 602 / TABLE 601): TYPE I & II: BUILDING ELEMENTS ARE NONCOMBUSTIBLE MATERIALS. TYPE III: EXTERIOR WALLS ARE NoNCdMBuSTIBLE, INTERIOR ELEMENTS ARE OF OTHER PERMITTABLE MATERIAL BY CODE. TYPE IV: HEAVY TIMBER (HT), EXTERIOR WALLS ARE NONCOMBUSTIBLE, INTERIOR ELEMENTS ARE OF SOLID OR LAMINATED WOOD W/O CONCEALED SPACES. TYPE V: STRUCTURAL ELEMENTS, EXTERIOR WALLS & INTERIOR WALLS ARE OF ANY PERHrFrABLE MATERIAL BY CODE. ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIIC FROST WINTER ICESHJELD FL SNOW SPEED DESlGIN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT ODD LOAD (MPH) CATEGOIRY DEPTH TEMP. REQUIRED HAZARDS NOTES NOTE: THESE NOTES ARE ONLY TO B E REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY, WALL SHEATHING REQUIREMENTS FOR WIND LOADS: NAIL SPACING NAiL SPACING AT INTERMEDIATE NOTE~S THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY 1 ), For wall sheathing within 4 fee~ Df the corn ars, the 4 foot edge zone atMchment requirements shall E). Tabulated 12 inch [~.c. nail spacing assumes sheathing attached to stud framing members with CONTRACTOR T~O PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1), PROVIDE 5/8" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 2), USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATrNG FOR CONTACT WITH ACQ, 3), INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR FIF E I ESISTANCE-f ATED CONSTf UCTION 53. g lA-13