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HomeMy WebLinkAbout34928-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34395 Date: 06/09/10 THIS c~KTIFIES that the building ACCESSORY GARAGE Location of Property: 100 MILL RD MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax Map NO. 473889 Section 113 Block 4 Lot 2 Subdivision Filed Map NO. Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 15, 2009 pursuant to which Building Permit NO. 34928-Z dated AUGUST 12, 2009 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ACCESSORY THREE CAR GARAGE, NON-HABITABLE, UNHEATED AND NO PLUMBING, AS APPLIED FOR PER ZBA ~6258 DATED 4/14/09. The certificate is issued to PAUL KATZ & LOUISE CHASEN (OWNER) of the aforesaid building. SuFfOLK COI~q~Y DEPART~qT OF HEALTH APPRO~-AL N/A ELECTRICAL c~KTIFICATE NO. 10-144 05/28/10 PL~Ei~S ~KTIFICATION DA'r~u N/A Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUP, This application must be filled in by typewriter or ink and submitted to the Building r A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines topographic features. ent with the followingI BtD¢. D£PI. TOWN OF $OUIHOLD 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commemial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. F~r exis~ng bui~dings (pri~r t~ Apri~ 9~ ~957) n~n-c~nf~rming uses~ ~r buildings and "pre-existing~ land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees t. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: /~ Old or Pre-existing Building: Location of Property: ~2s?N ~'i~:~'i~ o. Street Owner or Owners of Property: F~,LJL-- Suffolk County Tax Map No 1000, Section ~ "~ Subdivision Permit No. ~7~,~'- Date of Permit. Health Dept. Approval: .~ Planning Board Approval: N ]~ Request for: Temporary Certificate Fee Submitted: $ . ~ "gq Date. (check one) Hamlet Block Filed Map. Applicant: ~ Underwriters Approval: Lot Lot: Final Certificate: (check one) E.E.I. CERTIFICATE OF ELECTRICAL EAST END INSPECTION AGENCY, LLO RO. BOX 35 EAST QUOGUE, NEVV YORK 11942 631-594-2272 Fax 631-594-2272 www, eastendinSpections.org: COMPLIANCE Owner Paul Katz Address: 100 West Hill Rd. Mattitu~ckt ~NY 11952 Date: r~ay 2~, 2010 Cert. No. 10-144 Location of Property Inspected Location Cross Street SCTM#(ifapplicable) Dlstl~}O~c3_l.~Block 4 Lot(H32 commercial (~ Residential ( ) Industrial (') Other ~ · Basement ( ) lstFi0°r ( ) 2nd F ocr ( ) 3rd FlOOr (X) Garage ( ) Swimming Pool ( )Hot Tub ( } ServiCe New ( )Addition ( ) Renovation ( ) Electrical Survey ( ) Other Receptacles Switches Fixture Outlets (3) (6) GFCi Dishwasher Washer Belt Trans, ~Dimml~rs Special Recep Track Lighting ( 1 ) 20amp CO Detectors Smoke Detectors AJC Units Size Service Service Disconnects Incandescent Fixtures Flourescent Fixtures (1) (5) Dryer Range Oth Fix Ceiling Fans Unit Heaters ~ Hot Water Heater ,~ I~urna;e Motprs Pool Pump Pool Heater Pool Light ~ultl Outlets Time Clock Other ( 1 ) 30amp disconnect Service Meters Other Other Service Conductors Size/Phase Serv!ce Underground Service OVerhead Other Other Other Electrical In 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. 34928 Z Date AUGUST 12, 2009 Permission is hereby granted to: PAUL KATZ 100 MILL ROAD MATTITUCK, NY 11952 for : CONSTRUCTION OF A/~ UNHEATED ACCESSORY GARAGE PER ZBA DEC. #6258 & TRUSTEES PMT. AS APPLIED FOR; FLOOD PMT. INCLUDED at premises located at 100 MILL RD MATTITUCK County Tax Map No. 473889 Section 113 Block 0004 Lot No. 002 pursuant to application dated JULY 15, 2009 a/id approved by the Building Inspector to expire on FEBRUARY 12, 2011. Fee $ 298.80 ORIGINAL Rev. 5/8/02 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: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION ~ ~'FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE /~ -/o -o ? INSPECTOR FIELD INSPECTION REPORT [ DATE I COMMENTS ~O~A~0~ (2~) ~OUGU ~mG & PL~G ~S~A~ON PER N. Y. STATE E~RGY CODE ~D~ION~ COUNTS TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork. net BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, b~fore applying? Board of Health 4 se~s of Building Plans Planning Board approval Survey_ Check Saptie Form N.Y.S.D.E.C. Trustees PERMIT NO. -/ Flood Permit Examined I ,~' ,20 O~ Storm-Water Assessment Form__ Contact: Disapproved Building Inspector IATION FOR BUILDING PERMIT Vhooe: 7b6--ocbb 7 INSTRUCTIONS Expiration ~l ~.--, 20 l! 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 expireif 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. Thercafler, 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 ail applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signamro of applicant or name, if a corporation) (Mailing address of applicant) Name of owner of premises State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder /~)dJ,; / J'f~UTt~s on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which~propgse.ck,work will be done: ioo At, ii House Number Street Hamlet County Tax Map No. 1000 Section / / ~ Block q Subdivision Filed Map No. Lot Lot b. Intended use and occupancy ,,~l~lC ~m,J.~ f[~c_~r~e t,(/,)L~ 3. Nature of work (check which applicable): New Building _~ Addition Repair Removal Demolition Other Work State existing use and occupancy of premise~s and inten~ded use and occupancy of proposed construction: a. Existing use and occupancy ~io~Jt ~Lmi[/.] Fee 4. Estimated Cost Alteration (Description) If dwelling, number of dwelling units If garage, number of cars (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commemial or mixed occupancy, specify nature and extent of each type 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 8. D~mensions of entire new construction: Front ,~,9 - Rear ~ *- O Height /8 C O" '~/- Number of Stories / 9. SiZe oflot: Front o2~fi7-~7_~' Rear i'~f~#/~-r' Depth 10. Date of purchase Name of Former Owner Rear 11. Zone or use district in which premises are situated Va 12. Does proposed construction violate any zoning law, ordinance or regulation? YES ,~ NO__ 13. Will lot I~ re-graded? YES NO/~Will excess fill be removed from premises? YES__ NO NamesofOwn ofpremises/ / Address Pho,eNo. NameofArchitect ~.J,/,'l ~e..rJc~__t' (~) Address /J'],~J-z/dJc_.- PhoneNo 7?~- Name of Contractor ~. /~. O. · Address Phone Nm 15 a. Is this property within 100 feet ora tidal wetland or a freshwater wetland? *YE.~ NO __ · IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. 7'~t/6 b. Is this property within 300 feet ora tidal wetland? * YES,~ NO · IF YES, D.E.C. PERMITS MAY BE REQUIRED. -- ~)~-C-7~J. 16. Provide survey, to scale, with accurate foundation plan and distances to propen'y lines. 17. If 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,X · IF YES, PROVIDE A COPY. STATE OF NEW YORK) COUNTY OP'2' JU.~ ~,l. IOd~ T~(/[' being duly sworn, depots ~d ~ys ~t (s)he is ~e applic~t ~me of indi~d~ si~g conW~t) ~ve rimed, (S)He is ~e ~ ~1 ~ (Con~tor, A~g C~mte Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swqm to before me this ,, /9',VI~, dayof ,~,_)-C-~-'1. 20~q Notary Public / Signat~e of Appli~nt TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined ,20___ Approved ... ~_20 Disapprov~__~ff~ 6/> ~/fi/ ~, ) 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 Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: ail to: Phone: Building Inspector APPLICATION FOR BUILDING PERMIT t_ .... ~ ....... INSTRUCTIONS ~, I:Ovh'"J OF SO~TDDLD~, 1 a:~ms apFncauun lvluo · uc completely filled in by t~ewhter or in i~ and submitted to the Building Nspector with 4 sets of plus, accurate plot pl~ to scale. Fee according to schedule. b. Plot plan showing location of lot and of buil~ngs on premises, mlationsNp to adjoinNg premises or public streets or areas, and wate~ays. c. ~e work covered by this application may not be commenced before issu~ce of Building Pemit. d. Upon approval of this application, the Building Nspector will issue a Building Pemit to the applicam. Such a pemit shall be kept on the promises available for inspection t~oughout the work. e. No building shall be occupied or used in whole or in pa~ for any pu~ose what so ever until the Building Inspector issues a Ce~ificate of Occupancy. f. Eve~ building pemit shall expire if the work authohzed has not commenced within 12 months after the date of issuance or has not been completed wkhin 18 months ~om such date. If no zoning amendments or other re~lations affecting the prope~y have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the pe~it for an addition six momhs. Therea~er, a new pemit shall be required. ~PLICATION IS HE,BY M~E to the Building Department for the issuance of a Building Pe~it pursuant to the Building Zone Ordinance of the Town of Southold, Suffblk County, New York, and other applicable Laws, Ordin~ces 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 authohzed inspectors on promises and in building for necess~ inspections. (Signatu}e of applidant or name, if ~'corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ~34~L ~-~ 0~'~* (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Location of land on which proposed work will be done: I0o PEST }tAt House Number Stredt Hamlet County Tax Map No. 1000 Section I { ~ Block ~/ Lot cO_ Subdivision Filed Map Nb. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy gi~6b~_. ~t~ ~6~Otgl~6tg k~/ I-)g'~'7~ttq~D ~'~' 3. Nature of work (check which applicable): New Building_ /X( Addition Alteration Repair Removal Demolition Other Work (Description) Estimated Cost If dwelling, number of dwelling units If 9arage, number of cars Fee (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. 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 8. Dimensions of entire new construction: Front ~ 2 ' Height ~o ' Number of Stories 9. Size of lot: Front c~'/ ' Rear Number of Stories Rear ~ ~- ' Depth l~'~/ t Rear .Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated ~ O 12. Does proposed construction violate any zoning law, ordinance or regulation? YES /x( NO__ 13. Will lot be re-graded? YES__ NO ~Will excess fill be removed from premises? YES__ 14. Names of Owner of premises ~ /~4~,Tg- Address kA&-~T'/~ ~64~ Phone NameofArchitect CilIA F/I~z~-~4 ' Address ~ PhoneNo~ Name of Contractor '~. fi6. I~~. Address Phone No. 15 a. Is this property wiffiih 100 feet ~f 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. 18. Are there any covenants and restrictions with respect to this property? * YES__ NO X · IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) ~,~O,.NX(-.44 '[~/£~- being duly sworn, deposes and says that (s)he is the applicant (Name of ihdividual s~igning contract) above named, ~0NNI[ Nota~ Public, State of New ~or~ No. 01BU6185050 Qua ifled in SuffoLk...C~.nV. ~_ (S)He is the /3r(~ 15 ~ (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 tree to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swot'n to,before me this ] D-~lh day of c----~/-A~t"--P 20 0 ? Notary Public Jill M. Doherty, President James F. King, Vice-President Dave Bergen Bob Ghosio, Jr. John Bredemeyer Town H~lAnnex 54375M~nRoad P.O. Box 1179 Southold, NewYork 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0536C Date May 5, 2010 THIS CERTIFIES that the detached three-car garage and 40' non-disturbance buffer from the rear of the garage seaward At 100 West Mill Rd., Mattimck Suffolk County Tax Map #113-4-2 Conforms to the application for a Trustees Permit heretofore ~ed in this office dated 7/1/09 pursuant to which Trustees Wetland Permit #7121 dated .6/24/09 was issued and conforms to all of the requirements and Conditions of the applicable provisions of law. The project for which this certificate is being issued is for the detached three-car garage and 40' non-disturbance buffer from the rear of the garage seaward. The certificate is issued to PAUL KATZ owner of the aforesaid property. BLDG. OEP[ TOWN OF SOUI'HOLO SOUTHOLD; NEW YORK DATE: JUNE:~4,; 2009 100 WEST MILL ROAD, MATTITUCK · ~'AUTHO~Z~TION Pursuant to the provisions of Chapter 275 and/or Chapter 111 of th~'Town Code of the ~'~x~ of Soul, Id, at~[jn~a~ccorqlance wi~h ~0 J{~lgfi.oa of.the B,oard of Trustees adop .~,. at the~ meeting hol~on ~gn4 ~ c0as~deratlo, oofggplicationf9~ t, ~e:~umof $~ pa~d_by ~ a:qd s~i~ject to the Terms and Conditions a~ stated~in fli~ ~¢~,'oliiti0n~:fll6 Southold TowrC'Bbar~Of T~' ~:~'~ and permits the following: Wetland Permit to construct a detached three-car garage, with the &ondition of maintaining a 40' Non-Disturbance Buffer from the rear of the g~itage Sg/twa~l, and as del~ted~n-th~ sit~.plan ~rellared by .1Nancy Dwyer, last dated.J..~ly 14, 200.9~jmd received on August 3, 2009. -' ~:: i:N WITN~$-8~ WI41iRF~OF, tim said Bom-d,of Tmste~s, Jaereb)t c~usos its Corpo. ra~ ge~l to la? affixed~ February 26, 2010 Mr. Michael Varity Town of Southold Building Department Southold, NY Re: Paul Katz 32'w x 10'h x 24'1 Residential Outbuilding Mattimck, NY MBI Jo1~1280837 Dear Sirs: I am writing to confirm and advise that the subject job has been completed in substantial compliance to my drawings dated 09-29-09. Enclosed is a stamped copy of the truss that was used. Please be further advised that I have confirmed that the wind bracing, strapping, roof and wall connectors, and t~aming were installed per my plans. Yours truly, ALLIED DESIGN A&E GROUP, PC MORTON BUILDINGS, INC. Cox Lane Industrial Park · 22355 County Rd. 48, Unit 4 Cutchogue, New York 11935-1159 www.mortonbuildJngs.com Office: 631/734-4060 Fax: 631/734-4061 To: The Town of Southold Building Dept. Fr: Bill Kelly Morton Buildings Inc Re: Paul Katz Permit #34928Z Hydrostatic Openings 11-03-2009 Pat, As per our conversation on 11-2-09 wc will provide Hydrostatic Openings in above referenced job in accordance with plans by Nancy Dwyer dated 7-7-2009. Our engineer Ron Sutton will provide letter with his seal certifying flood vent model # and size. We will also provide an as built floor plan indicating location of vents. Respectfully BLDG. TOWN OF SOUTHOL~) Excellence -- Since 1~03 November 6, 2009 Town of Southold Building Department Sont~olfl, NY Re: Paul Katz 32'w x 23'1 Garage Mattituelq NY MBI Job#128-0837 Dear Sirs: Please be advised that in order to provide flood protection for the referenced project, hydrostatic openings providing a net free opening area of 1 square inch for each square foot of building area (747 sq. inches or greater) will be installed. These flood vents will be installed a maximum of 12 inches above the finished floor on the south end of the proposed building. Yours very ~raly, , R~~~DESIGN A&E GROUP, PC 100 S. Pershing * EO. Box 110 Morton, IL 61550 309.263.6569 Yo _S te Department. of EnvirOnmentaI Conservation ravin,on o; environmental Permits, Region One SUNY ~ St°nY Brook, 50 CbOe Road, S~ Brook, Ny 11790. 3409 Phone: (631) ~.~ 0365 · FAX: (631) 444-0360 .Website: www. dec.state, ny. us LETTER OF NON-JURISDIC'HON. Article ~ Mr. Paul Katz August 28, 2008 Matfituck, NY 11952 Re: Application #1-4738-03180/00002 100 East Mill Road, Mattituck SCTM#1000-113-4-2 Based on the informo~on you have submitted, the Depatanent of Environmental Conserv (DEC) hah determined that' · ation The property landward of the 10 foot elevati°n contour as shown on the survey prepared by 2ohn C. Ehlers dated 8/18/05, is beyond Tidal Wetlands Act (Article 25) jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use R%,ulaHons (6NYCRR Pat~ 661 ) no permit is required. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, w/thout a permit. It is your responsibility to ensure that ali precautions are talmn to preveat any sedimentation or disturbance within Article 25 JUrisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or This letter shall rema/n valid unless site conditions chan~e. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals li~m other agencies or local municipalilies. Nancy Dwyer file P~mit Administrator Toxin t Ltlt :\luwx 51,375 Main Road P.(). l*,ox 1179 Tek'phone (631) 76.5-1802 Fax (6:31 ) 765-951)2 1½1 ;ILl)IN(; I)EPARTMISNT TOWN OF $OUTHOLD December 11, 2009 Paul Katz & Louise Chasen 100 W Mill Road Mattituck, NY 11952 TO WHOM IT MAY CONCERN: The following items are needed to complete your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of $25.00. Final Health Department approval. Plumbers solder certificate (all permits involving plumbing after 4/1/84.) Trustees Certificate of Compliance. Final Planning Board Approval. Final Fire Inspection from Fire Marshal. Final inspection from the Building Department. Final Landmark Preservation approval. Building Permit: 34928-Z accessory garage OWNER I~fOPERTY RECORD CARD TOWN OF $OUTHOLD STREET VILLAGE DISTRICT SUB. ACREAGE LOT FRONTAGE ~/,~1'~ '~,br'~ , 'P/~ .'~"n ~I. IJ,,~,..S S ~' ~- .".., /.' W ~PEOF BUILDING R~. ~ lb S~S. VL FARM COMM. J IND. CB. MISC. Est. Mkt. Value ~ND IMP. TOTAL DATE RE~RKS ~' ' .,1 1, ¢. /' , ) / NORN~L BELOW ABOVE /;. ,, ,.; , /.z~e., Value Per Act I,_/~--o ~00 o ~0o ?/ AGE ~9oo ~7 o0 woodland Swampland Brushland House Tota I Mo [x&tensi~, Breezeway Garage aa B° 0 Foundation Basement t. Walls Fire Place Patio Driveway - Porch Porch Bath nterior Finish Heat Roof Type Roams 1st Floor Rooms 2nd Floor Dormer o__ f Southold Erosion, Sedimentation & Storm-Water Ru,t-off ASSESSMENT FORM THE ~O''OW,Ne ~CT, ON~ M~y ~EqUm~ T.~ EU.WSSION OF ~ STORM-WATER, GRADING~ DRAINAGE AND EROSION CONTROL plAN (,~:H i ir;~u BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. Item Number: (NOTE: A Check Mark (~r) for each Question is Required for a Complete Application) Yes No ~SJ t~ Project Ret~ A~l Stoxm-Watar F~u~-Ofl Gex~'~at~:f by a Two (2') l~.J~ p-~kffati on S.e? (This item will include all mn-off created by site cleadng and/or construction activities as weti as all Site Improvements and the permanent creation of Imperious surfaces.) Does the Site Plan and/or Survey Show Ati Proposed Drainage Slructoras Indicating Size & Location? This Item shall include all Proposed Grade Changes and Slopes co.~r~g surge WaterFIowl Will ti'lis Pro~ect Require any Land Filling, Grading or Excavation where there isa change to the Natural Existing Grade Involving more than 200 Cubic Yards of Matedal within any Parcel? Will this Application Require Land Dislurbing Activities Encompassing an Area in Excess of Five Thousand (5,000) Square Feet of Ground Surface? Is them a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction or within One Hundred (100'} feet of a Welland or Beach? gnaW"' thera S,le. e ratiee on Ex,stin. =de S,o.es wh,oh F,.een 0S.eetefVe , undred of Hod on=, into and/or in the dir*ction of e Town ~ht"o[-wa~ Will this Project Require the Placement of Material, Removal of Vegetation and/o*- the Ccns ruction of any Item Within the Town Right-of-Way or Road Shoulder Area? O'his item will NOT Include the Installation of Driveway Aprons.) Will this Project Require Site Preparation within the One H,andred (100) Year Floodpla n of any Walercourse? NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark In the Box, a Storm-Water, Grading, Drainage & Erosion Con{roi Plan is Required and Must b~ Submitted for Review Prior to Issuance of Any Building Permit! EXEMPTION: Yes No Does this project meet tl~ minimum standards for classiticafion as an Agdoellural Project? . / Note: If You Answered Yes to this Question, a Storm-Water, Grading, Drainage & Erosion Control Plan is NOT Required! __ STATE OF NEW YORK .... , COUNTY OF .......~.....%..~....~.'...~.~..~. ......... SS ' That I ......................................... be~ duly sworn, deposes ~d ~ys ~t h~she is fl~e app~t for Permit, Owner an~or repr~en~five of fl~e Owner of O~er's, ~d is dnly aufl~or~ed to perform or have peflormed ~e shd work ~d to m~e ~d file ~s appli~fion; fl~t ~1 s~temen~ con.ned in ~ apportion ~e ~e to ~e b~t o[~s ~owledgc ~d belief; ~d &at &e work ~fi be perforated in ~e m~ner set fo~ in ~e application filed here~4~. Sworn to before me this; FORM - 06/07 Office Location: Town Annex/First Floor, Capital One Bank 54375 Main Road (at Youfigs Avenue) Southold, NY 11971 APR 2 2 2009 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD (631) 765-1809 Fax (631) 765.9064 BLDG. DEPT. TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS, AND DETERMINATION MEETING HELD APRIL 14, 2009 ZBA FILE # 6258 - paul Katz, APplicant PROPERTY LOCATION: 100 West Mill Road (at Mattituck Creek), Mattituck Mailing Address: 53095 Main Road P.O. Box 1179 Southold, NY 11971-0959 CTM 1134-2 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. SUFFOLK COUNTY ADMINISTRATIVE CODE' This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. PROPERTY FACTS/DESCRIPTION: The subject property is located on Mattituck Creek and is 41,392 square feet in the R40 District. It is a corner lot with 297 ft. fronting on Mill Road, 108.27 ft. fronting on a 25 ft. right-of- way to the west and 187.4 ft. along the easterly property line. It is improved with a two-story, single-family dwelling. BASIS OF APPLICAT~ION: Request for Variances under Sections 280-15(F), based on the Building Inspector's June 23, 2008 Notice 6f Disapproval concerning a proposed accessory garage at a setback of less than the code- required minimum of 50. feet from the front yard lot line. RELIEF REQUESTED:' The applicant's original plan was submitted for a 30 ft. x 23.4 ft accessory garage with a front yard setback from Mill Road of 37 feet, were the code requires a minimum setback of 50 feet. AMENDED APPLICATION: On March 20, 2009, the applicant's agent, Nancy Dwyer, submitted to the Board of Appeals an amended plot plan requesting an additional two feet in size on the proposed garage, now measuring 32 ft. x 23.4 feet and located two feet closer to the house at 32 feet 10.5 inches rather than the 34 feet 10.5 inches applied for. The front and side yard setbacks remain the same as applied for and the size, height and location of the proposed accessory garage remain conforming as proposed with this amendment. Page 2 - April 14, 2009 ZBA File # 6258 - Paul Katz CTM 113-4-2 FINDINGS OF FACT LWRP DETERMINATION: This application is exempt under Chapter 268, also confirmed on March 18, 2009 by the Town LWRP Coordinator in a letter received by the Board of Appeals, for the reason that no natural resources concerns were observed relative to construction of the proposed accessory garage. REAsONs FOR BOARD ACTION: On the basis of testimony presented, materials submitted 'and personal inspections, the Board makes the following fmdings:. 1. Town Law §267-b(3)(b)(3)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed accessory garage is in keeping with the architectural styles in the neighborhood. The subject property and the adjacent properties are naturally wooded, and the garage will have limited visual impacts. 2. Town Law §267-b(3)Co)(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 location of the accessory garage is heavily constrained by the presence of wetlands and slopes on the Subject property. 3. Town Law §267-b(3)(b)(3). The variance granted her. ein is not substantial given the odd shape of the parcel, the burden of twO street frofitages and a waterfront location with wetlands on the property. 4. Town Law §267-b(3)(b)(5). The difficulty has not been self-created but is the result of constraints on the site. 5. Town Law §267-b(3)fo)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The proposed garage is located on flat terrain and a drywell is proposed to contain rain water runoff. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy .the benefit of an accessory garage, while preserving, and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD:' In consid~aSng all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Weisman, seconded by Chaimmn/Member Goehringer, and duly carried, to GRANT the variance as applied for and shown on the'AMENDED copy of the John C. Ehlers partial plot plan/survey_dated 08_-18-0~5, as modified March 20, 2009 b~y N~anc~y Dwyer, Designer with cover letter of explanation, subject to the following Co~ditf0n.'~l~t~l~ accessorf garage shall only contain the utility of electricity. That the above condition be written into the Building Inspector's Certificate of Occupandy, when issued. 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 does not increase the degree of nonconformity. - AYes:Members Goehr~),~v~~, and Schneider. This Vote of the Board: Resolution was duly adOpted (5-0). /~~ /..~'~ ~///~..... ~ ~" ~ '~'/~ ~ (fE~gM~5 P. GOEHRINGER, CHAIRMAN / 47'2///2009 Approved for Filing ~ FORM NO. 3 NOTICE OF DISAPPROVAL DATE: June 23, 2008 TO: Nancy Dwyer for Paul Katz P O Box 632 Southold, NY 11971 Please take notice that your application dated June 10, 2008 For a permit for construction of an accessory garage at Location of property: 100 Westmill Rd., Mattituck, NY County Tax Map No. 1000 - Section 113 Block 4 Lot 2 Is returned herewith and disapproved on the following grounds: The construction of an accessory garage, is not permitted pursuant to Article III, 280- 15(F) which states: "In the case of a waterfront parcel, accessory buildings & structures may be located in the front yard, provided that such buildings & structures meet the front-yard principal setback requirements as set forth by this code, & ...' The required principal setback for this 41,392 sq. ft. property in the R40 District is 50'. The proposed accessory garage, on this comer lot is located in a front yard, with a setback of 37'. ~uthorized Signature NOTE: WEBS ARE 2X4'S RAFTER LENGTH LUMBER STRESSES 16'8-15/16" TOP CHORD LOWER CHORD NO. 1 KD19 NO. 1 KD19 11xl,3 PI. CAMBER AT CENTERLINE 314" /I ~- ~tOi DEPT. ' } I[ TOWN OF SOU/,~OLD 6x9 PI. ZO'o,, 3x5 PI. 6x8 PI. 18 Ga. 9x9 PI. 2x8xl 6' -.-- 5'4-5 8'7-1/2" 15'10-1/2" 5x9 PI. 12 10x15 PI. 8x15 PI. ;! 15-1/2" M A T..ERI AL,.~R EQUI R ED PART NO. DATE WEIGHT 51 Ft 9 In SC Truss Morton Buildings SUP, VET OF: PP-,.OPEP-,."i"'r' SITUATE: 1'4ATTI'RJOK TOI, NN: .GOUTHOLO 54)FFOLK GOUNT'r', NY' 5:~URVEYED 05-15-2005 SUFFOLK: COUNTY' TAX # Zone X IOOO-IID-4-2 Zone AE (AE II) \ ,5,~"/°44'I20"E [ SAPPROVAL NOTES: · MONUMENT FOUND '~' O PIPE FOUND ELEVATIONS REf=ERENGE N®VD'2q FLOOD ZONES A5 ANNOTATED FROH FIRH HAP NO. D61ODGO48q ® OATEO HAY 4, Iqq6 AREA : 41,Dq2 S.F. OR o.q.50 ACRE ®P-.APHIG SCALE I": ~O' ~G N W ""+ E S Seq°OP'20"JA141.20' ~ JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.-\\Server\c\pros\05\05-267.pro o' -- TR--~V-~ELLI~D LOCATION PLAN / .... . s~f~'~o~' ~.~, SCArLE-I~"I" / ~ ' ,, , / '~/ / N,41 17 DEl-Al L SCALE-30'd" Q · ] P.-ON PlPF-_ 185,00 ' EOPEF-2 I SUD..VEY;E O FOP_ ANNE GULLA.K,Z©N ' ORIENT TOWN F oOUTHOLD, H,Y, GUARANTEED T~ "F~E. L~,$, LIFE T'II%.F- I IN,~UP. AI~CE r..DMpANy kND 'fO THE OI~TN F'QI;~< VAN TUYL x e' rd~kL ST'F.P FL,~H0 4' X 9' X 1/2' COX M.YWOOD WINDOW 25 YE. ON= 'n.ZR~E TAB ROOF' Stll#O~Es (~rE NOID 1' x a' PINEIIAK[ BOARD FRONT VIEW 1" X &~' PINE ~/~' Pae.~ PLY REIdOV[ C~SI'OMF. J~ PROVISO WINerY ~-~ /~ ~TE: v~ W ~ v~ IEF~ ~ g~ NOTE B,: ... ~ /' NOTE: 2 - ~~ 3 - ~DEW ~ ~UND ~ ". :~;STDE VIEW' NOTE: r X fi' P.T. POST FOUNDATION PLAN x 4' x ~' s/~' [xr~ao~ WALtS X 4' X lS' ~ 2" Xd4' X 1~ FLOOR ,JOIST z' xlo' ~ST W~EN (SEE NOTE) INEW GLAND DE 'TO~E RANC E~ ~m: ~e ~ ~ PROPOSED ADDt,TION , .~ ART' TRUCKENDEODT ~/~ ~/~ ~ NED--O~ Oo ~ S 87°44'00" E 0 0 N 77.06,.,:;o,, 72.15"' Vi / / / % / / / MILL ROAD FRAME GARAGE 32 4' PAD STEp / / / O~ SURVEY OF PROPERTY SITUATE MATTITUCt( TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-115-04-02 SCALE 1"=50' JANUARY 18, 2010 AREA = 39,555 sq. ff. [TO TIE LINE) 0.908 OO. CERTIF£ED TO: PAUL KA ~vl^R 2~ ~ ,u UNAUTHORIZED ALTERATION OR ADDITION TO THI~ SURVEY IS A VIOLATION OF SECTION 7209 OF T~E NEW YORK STATE THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. NYS. L,c, No 50467 Nathan Taft Corwin III Land Surveyor PHONE (651)727-2090 Fox (551)727-1727 29-33. Zone Zone A X NST°32'l 42.56 PARTIAL 51TE PLAN JNOPP CALCULATIONS: top L/~e 4/Oog of I<,ATZ REBI DENCE edge of pevement ~? 297.00 39°02 W 41.20' existin g ,od curb (? stone drivewsy 32'-0 MAINTAIN 40'-0" BUFFER OF VEGETATION BETWEEN CONSTRUCTION ¢ TOP OF BANK 1/2" bolcony curb 20' F.F. el = 1 2 Story Frcme House 11' 12' 19' ~vood steps -13 119' /0' o? °79 "W 58, floor 07' ok >'3 © ~8 PAGE: S 87"44'00" E N / / ~ / 77'06'$9,, 72. 15' W -9o~4.¢4> ~ ~OAD WIRE 297.6 / / / / SURVEY OF PROPERTY iVfATTITUCK TOWN OF SOUTFiOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-113-04-02 SCALE 1"=50' JANUARY 18, 2010 AREA = 39,555 sq. ff. (TO TiE LINE) 0.908 ac. - °.eeo CERTIFIED TO.- PAUL KATZ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION Of SECtiON 7209 OF ME NEW yORK STAT THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. 50457 Nathan Taft Corwin III Land Surveyor PHONE (631)727-2090 Fax (631)727-1727 ¢ PP~[Z~ DOA~D TO MATCH ~YISTING HOUSE 5TEEET ~51DE ELEVATION SCALE~ ~ W'ATEE &IDE ELEVATION SCALE: 4 = EATZ GA [tAG E RIGHT &IDE ELEVATION &CALE: ~"= ILO" DO NOT PROCEED WITH FHAMIN~ ~NTIL :~U!~ OF FOUNDATir''', ~.O, ,,-. ION HAS BEEN ,~,JDFff~C~ r LD, APPROVED AS NOTED LEFT ~IDE ELEVATION SCALE: Z = ~-NOTIFY BLIILDIk,,3 D~b ~lTMENT AT OCCUPANCY OR USE IS UNLAWFUL WITHOUT '~J~NDEFIWRffERI~ ~ERTI~! ~,F,~ ( DESIGN OR CONRT~Hnl'InN FLO0 j gR;J~/~2 ~REVENTION $OUTHOLD l OWN OODE. ALL OONOTRUCTiON ~AL MEET THE REQU F1ELi,':,' ,: p - OODE8 OF NEW YO,.,;, o] ATE RETAIN I PURSUANT TO CHAPTER 236 OF THE TAWS! COD£. PAGE: O~1 Z J ~ W'ALL LEGEND: ~1 ~ ,~,,ocI ~ r ~ UNHanD, UNF~NISHED [ DOA~D ON WAL~ WITH J ~[ ~ ~ ~ , IN ACCOADANCE WITH THE SCALE: ~"= ILO" ~ ~1[ FOUNDATION h~ = I LO" 5CAL~: ~ BUILDING $ECTION "A" ~ICALAELA~) C,~ER~ARUpA~EL5 7/16" 6a ,'[~EI6"FiELU ~ < ALLOVCPOR~RF/OW ~0~ 40 5TRUCTUAAL MEMBER ALLOWADL~ DfiffLECTION CONSTRUCTION DETAILS * WIND LOAD ~ATH CONNECTION DETAiL~~j~, , ~,,; 3 TABLE R30 I .G I ALLOWABLE BEFLECTiON OP DTP..LJCTLJRAL MEMEBERD 5TRUCTUP-.AL MEMBER ALLOWABL~ DEFLECTION GENERAL NOTES: FOLJNDATION NOTES: intended heloht5 of finished floor above typical qrade. Footings shall bear on undisturbed soft within bearing capacity of I .5 tons/sq.f~. Concrete 5hall be PC = 3,500 PSI ~ 28 day5 Concrete on 4" ~and or gravel friJ minimum, with GXG - I 0/I 0 welded wire mesh · Isolation joints are to be installed between the 51ab and the walls. Use preformed jolnL filler that ~5 to be CLJL J/2" below Lhe slab surface and the re~ulLineJ joint is to be filled · Damp, proof ~xtePior of foundation wall with a bituminous coating; Foundation excavation is not to be backfllled prior Lo the installation of the floor framlnej. ELECTRICAL NOTES: All electrical work to be BOARD OF FIRE UNDERWRITERB approved and to include owner and mstaUed by con~ractor. GFI outl~t~ required at bathroom5 and exterior areas. Install PEAMtNG NOTES: · All lumber is to be Douqla5 Fir #2 or better at I G" on center All wood frammej In contact with concrete or masonry 15 to be ?re55ure treated. 'ACQ' de~l~JnaLiorl refer5 to current areemc-free Lreated wood standarda and shall take the place of 'CCA' All TJl's are to be msLall~d in accordance with Lhe manufacturers specification5 and shall include squash blockmq web 5Liffeners at bearlnq ?olnt5 on ejmdem and other load beanng area5 FLOOR PLAN NOTES: 'oof framing shall be provided. 7. Floor Lo floor hold downs Lo be provided every 4~, and every I G" within 4' S. 5~11 Pla~e to Foundation Anchorage- 5111 plate 5hall be anchored Lo the foundation with anchor bolts having a min. boll diameter ot 5/~" and ~" x 3" x ALTER.NATIVE FOR. OPENING PR.OTECTION ~ I ' TABLE IGO0. I.4 I i I ~ i I SA?ACITY DP 490 LB5. I ! ! CLIMATIC AND GEOGRAI~HIC ~I3~,~E:J'~U C D~CAY ~kl~ 4 DETAIL DIAGRAM MODEL 1540-5 IQ DUAL FUNCTION FLOOD AND VENTILATION VENT r ~BBBBB~BBR~RBB~BB88BBBeBBBBBBBBBB~ ~HIND TM~ ~OD~NT SCR~BN. LOUVB~ CAULK LOCATION k BB~BBB~BgB~B~BBB~BBB~B~B~BBB~ ~ FIGURE 2 ~ ~ ~ FlgU 3 INSTALLATION INSTRUCTION5 U 5T~P DETAIL. 80° ~ '~ MODEL 1540-5 I 0 TE~"MUSTCLIC~INT~G'TTOINSU~¢ECU~m~x .,,~..~,o~,oo~ DUEL FUNCTION ffLOOD AND VENTILATION VENT ~AC~ IN$TAL~TION INSTRUCTION5 I . ~move ven~ door ~rom ven~ frame. (Turn upside down. ro~e bottom o~ door outward and ~hde ou~) 2. prepare a CLEAN I G.25" wig8 by B.25" high roueh oFemn9 (approx. I block wide X I block hl~h) for each venL bottom of thc rough opsnm~ is no mor~ than I 2" above thc hnlshed 3. Apply abaad of FolyurCthana caulk around Ch¢ back of ~ha flank8 on th~ rant [ram~. (PIG, 2) ~, DCn~ thC 4 5t¢¢1 5trap5 to Cha thic~855 o~ tha wall m~asurln~ {rom tha 8nd with Ch~ t¢¢th 5¢a DT~P D~TAIL 5. Inse~ the top straps into the top two strap ~lot5 about two click. 6. I¢mert ~he vent frame in the cot openmg. The bent 5brap ends go In then up behmd 6he in5lde of the wall. push ~he frame bghb agalnmt the face of the wall. Ensure the frame is ilu~h and square m the opening (PIG. 3) NOTE: NOT TOSCALE~. *each ~,rou,h ~he yen6 opening and click ~,e ~wo 56raps in while holdmg ~he fron~ o~ ~,e ve~6 agalns~ ~he wall face. The sharp point o* ~he a6rap5 should nog ex~end Fas~ ~he fron~ of ~he ven~ face. Instil ~he ~wo remamm~ bo~om 5~rap5. Z~ INFORMATION AND D~WING5 TAKEN FROM 5MARTVENT MANUFACTURE~ WEDDITE 8. ~e-check that frame is square and 51ot5 are clear of debris, and caulk. 9. Instil ~he door into frame by grasping the bot~m of door (wl~h float pins down) and fron~ (small screen m fron~), tutu frame and route until it 15 latched, I O. To open ~he door inse~ two credit card5 into the float 51ot5 a5 shown in the diagram. Th~5 w~ll unlatch the door for removal and cleanmg. DETAILED 5PRCIPICATIONS: INSTALLATION, Z SECUPaD W/4 5TAIN~55 STEEL 5T~P5 SUPPLIED SUPPORTIVE DOCUMENTS, TB 1-93, 44CFR G0.3(C){5), ~CE 24~ ICC ~VALUATION ~ NER ~24 ~ X" //~ PAGE: MORTON BUILDINGS GENERAL SPECIFICATIONS LAMINATED COLUMNS - NO. I QR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S COLUMNS USED IN MORTON BUILDINGS ARE PRESSURE TREATED BELOW GRADE TO A RETENTION OF ,8 POUNDS PER CUBIC FOOT WITH CNROMATED COPPER ARSENATE TYPE Ill OXIDE IN CONFORMANCE WffH USEPA GUIDELINES AND AWPA STANDARD C28. THE TREATED PORTION OF THE COLUMN EMBEDDED IN GROUND SHALL BE LAMINATED WITH STAINLESS STEEL NAILS. FOOTINGS AND ANCHORAGE - COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-5n BELOW GRADE (SEE PLANS FOR DIAMETER AND DEPTH). COLUMNS WITH GALVANIZED SUPPORT STILTS ARE PLACED IN THE HOLE, CONCR~rE (MINIMUM COMPRESSIVE STRENGTH 2~00 PSi} IS POURED IN PLACE TO THE SPECIFIED THICKNESS (SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN). THE COLUMN IS THEN BACKFILLED WITH SOIl AND COMPAC]ED AT 8" INTERVALS OR BACKFILLED wrrH CONCRETE (SEE PLANS). TREATED LUMBER - PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NO. 1 OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED, PRESSURE TREATED TO A NET RETENTION OF ,4 POUNDS PER CUBIC FOOT WITH A CODE AND INDUSTRY APPROVED PRESERVATIVE TREATMENT IN ACCORDANCE WITH AWPA USE CATEGORY UC4A. FRAMING LUMBE~ - SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF NO. 2 OR BETTER SPACED APPROXIMATELY 86" O.C, WITH ALL JOINTS STAGGERED AT ATrACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S4~ NO. 2 OR BETTER ON EDGE SPACED APPROXIMATELY 24" O,C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. ROOF TRUSSE~ - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE AUSPICES OF FHE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. TRIM - DIE-FORMED TRIM OF 0.017" MIN., Ggo GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, RIDGES, CORNERS, BASE WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. GUTrERS - ~' K-STYLE, ,030 HIGH TENSILE ALUMINUM GUTTER, KYNAR 500 / HYLAR 5000 FINISH TO MATCH TRIM, ON BOTH SIDES OF THE BUILDING. ADDITIONAL NOTE[ 1 .)ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS INCORPORATED AS PART OF THESE DRAWINGS. 2.J ALL INTERIOR PARTITIONS AND ROOM FINISHES IE NOT INCLUDED WITH THESE DRAWINGS SHALL BE PROVIDED BY OWNER, STANDARD FINISHES SHALL HAVE LESS THAN 200 FLAME SPREAD RATING AS REQUIRED BY ASTM 584 FOR ORDINARY CONDITIONS AND 25 OR LESS FOR EXITS, PASSAGEWAYS, AND CORRIDORS. 3.) FLOOR COVERINGS JUDGED TO REPRESENT AN UNUSUAL HAZARD SHALL MEET THE SAME TESTING PROCEDURES AS REQUIRED FOR WALL AND CEILING FINBHES. 4,) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED DIFFERENTLY ON SPECIFIC JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. 5.J KYNAR 500 IS A REGISTERED TRADEMARK OF ATOFINA CHEMICAL, INC., HYLAR 5000 IS A TRADEMARK OF SOLVAY SOLEXIS, 2x4KK 11/05 SHEET INDEX SHEET# DESCRIPTION gl OF G1 SPECIFICATIONS & SHEET INDEX SI OF S7 COLUMN pLAN S2 OF S7 TRUSS PLAN, TRUSS DRAWING, & DETAILS S3 OF S7 ELEVATIONS S4 OF S7 SECTIONS & DETAILS S5 OF S7 SECTIONS & DETAILS S6 OF S7 SECTIONS & DERAILS S7 OF S7 FASTENER SCHEDULE BUILDING DESIGN CRITERIA BUILDING CODE 2007 NYBC USE GROUP R-3 ACCESSORY~,,,, ',,,'~/!~ FLOOR AREA 747 SQ FT--~lu'/k ~/ MEAN ROOF HEIGHT 14.2ET </ I~/ ?. BUILDING CATEGORY I MINIMUM LIVE ROOF LOAD DESIGN SEE BELOW / ROOF SNOW LOAD* 13 PSF / GROUND SNOW LOAD 20 PS)~ WIND SPEED JV~s} 120 MPH WIND IMPORTANCE FACTOR 0.77 EXPOSURE CATEGORY B INTERNAL PRESSURE COEFFICIENT -+0.18 BUILDING DESIGN CONDITION ENCLOSED PEAK HEIGHT 17 FT BUILDING VOLUME ' 11050 CU FT WIND LOAD DESIGN ASCE 7 METHOD 2 ~ONE 1E 16.23 PSF ZONE 25 -21.13 PSF ZONE 35 -14.42 ESF ZONE 45 -13.49 PSP ZONE 55 13.35 PSF MAIN WINDFORCE RESISTING SYSTEM &LL FORCE~ ACTNORMALTO THESURFACE! ZONE 65 -10,31 PSP FOR ZONES SEE MWFRS ON ELEVATIONS PAGE] ZONE 1 11.77 PSF ~AAXlMUM VALUE SHOWN] ZONE2 -14.71 PSF ZONE 3 ~10.96 PSF ZONE 4 -10.06 PSF ZONE 5 9.80 PSF ZONE 6 -7.94 PSF ZONE 1 11.49, -18.26 PSF COMPONENT & CLADDING WIND LOADS ZONE 2 11.49, -31.78 PSP JALL FORCES ACT NORMAL TO THE SURFACE) ZO N E 3 11.49, -46.99 PSF (FOR ZONES SEE EIJEVA~ONS] ZONE 4 19.95, -21 .~4 PSF ZONE 5 19.95, -26.71 PSF MINIMUM LIVE ROOF LOAD DESIGNS FOR CONSTRUCTION, MAINTENANCE, REPAIR, AND OTHER TEMPORARY LOADS PER SECTION 1607. 1. ROOF PURLINS AND OTHER SECONDARY STRUCTURAL MEMBERS = 20 2. ROOF TRUSSES, HEADERS, COLUMNS AND OTHER PRIMARY STRUCTURAL MEMBERS = 17 PSP 3. FOOTINGS = 13 ESF (DESIGNED FOR ROOF SNOW LOAD AND OTHER NON-TEMPORARY LOADS WITH APPROVAL FROM BUILDING OFFICIAL) ROOF SNOW LOAD CALCULATIONS Ps = 0.7xCexlxPgxCtxCs Ce = SNOW EXPOSURE FACTOR = 1.0 I = IMPORTANCE FACTOR = 0.8 Pg = GROUND SNOW LOAD = 20 PSF Ct = THERMAL FACTOR = 1.2 CS = ROOF SLOPE FACTOR = 0,94 Ps = 0.Tx 1.0x0.Sx20x 1.2x0.94-- 12.6 PSF EARTHQUAKE DESIGN DATA TABLE 0.2 SEC SPECTRAL RESPONSE ACCELERATION (Ss} 0.1970 1,0 SEC SPECTRAL RESPONSE ACCELERATION (51) 0,055g SEISMIC DESIGN CATEGORY B BUILDING CATEGORY (TABLE 1604.5} ! SITE CLASS D SEISMIC USE GROUP ! BASIC STRUCTURAL SYSTEM AND #2 LIGHT FRAMED WALLS WITH SHEAR SEISMIC-RESISTING SYSTEM PANELS RESPONSE MODIFICATION FACTOR (RI 7 ANALYSIS PROCEDURE ._SIMPLIFIED ANALYTICAL PROCEDURE SEISMIC DESIGN BASE SHEAR (TRANSVERSE) 2650 LBS SEISMIC DESIGN BASE SHEAR LONGITUDINAL) 3950 LBS WIND DESIGN BASE SHEAR (TRANSVERSE) 450 LBS WIND DESIGN BASE SHEAR (LONGITUDINAL) 450 LBS TYPICAL LUMBER SPECIFICATIONS - 2005 NDS SIZE DESCRIPTION BENDING VALUE Fb I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR THIS BUILDING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT [ AM A LICENSED/REGISTERED P R O FESSIO N a~. R¥o]~t~ f / WARNING: IT IS a VICe,ION OF NEW YORK STATE ~W FOR ANY PERSON UNLE55 ACTING UNDER THE DIRECTION OF THE LICENSED ARCHITECT OR LICENSED ENGINEER ALTER ANY ARCHITECTURAL OR ENGINEERING ITEM, CUTCHOGUE, NY JOB NO, 128-0837 U II I Il I II I J I I ,_ DEMPSEY DATE: 09/23/09 CHECKEDBI P.KINNARE DA TE: 09/25/09 REVIEED DA TE -- REVISED DATE: -- REVISED DA TE -- Glo G1 15'-10 1/2" o 7'-101/2" r, 7'-4" '- 7'-101/~" ' 6" 16"R ,~ 16"R I&"R ~ 16"R -- 1 '-O" NON-VENTED SIDEWALL OVERHANGS -- 1'~" NON-VENTED ENDWALL OVERHANGS 1/2" , 16"R 16"R , 13'-4 1/2" · 10'-4 1/2" 16"R [] 16"R 16"R 7'-10 1/2" 7'-4" 7'-10 1/2" COLUMN PLAN J COLUMN PLAN LEGEND D - 3-2x6 LAMINATED COLUMN LOCATION W/4'-0" EMBEDMENT ~ - ~-2x6 LAMINATED COLUMN LOCATION W/4'-6" EMBEDMENT [] - 3068 9-LITE TEMPERED GLASS IN LEAF WITH EMBOSSED OROSSBUCK FIBERSTEEL WALKDOOR{S), OUT SWING, LEFT HINGE WJ LOCKSET & CLOSER z~ ~ (4) 3040 HAYFIELD SINGLE HUNG WINDOW(S) WJ 15'~(47" OPI~I LOUVERED SHUITERJS) O- 16'-2" × 8'-1" OVERHEAD DOORIS) ~ - 8'-2" x 8'-1" OVERHEAD DOORIS) ~) - 7116" OSB SHEARWALL JSEE S6 OF S6 FOR DETAILS) 6"R - 16" DIAMETER FOOTING WITH 8" THICK MINIMUM READY-MIX CONCRETE BELOW BOITOM OF LOWER COLUMN WITH ADDITIONAL READY-MIX TO TOP OF 218M STILT (9"-+], PLACE CONCRETE BELOW AND ABOVE BOTFOM OF LOWER COLUMN IN ONE OPERATION. 6"B - 16" DIAMETER FOOTING W/B" THICK MINIMUM READI-MIX CONCRETE BELOW BO1TOM OF LOWER COLUMN WITH ADDITIONAL READI-MIX BACKFILLED TO 4" BELOW GRADE. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. 2I SCALE: ~ I 1' 4' 16' ROUGH OPENING SCHEDULE UNIT SYMBOL FROM LEGEND HEIGHT [] 81" z~ 471/2" WIDTH 381/4" 35 1/2" CUTCHOGUE, NY II I II I 7 II I I II I n n II I I ----I )EMPSEY DAT~' ]9/23/09 CHECKEDBI P.KINNARE OAT~' 09/25/09 ,~VI$~D DATE,' Slo S7 TRUSS LOCATION DIMENSIONS TRUSS/BRACING PLAN TRUSS/BRACING PLAN LEGEND - CUSTOM 32' S.C. TRUSSES @ 8'-0" O,C. - 2x4 TRUSS TIES @ 4'-0" O.C. , ,, 2x4 PURLIN - 2x6 DIAGONAL END BRACES @ 8 ~ O.C. HEADLOK .19"x6,0" FLATHEAD LAG SCREW (TO EXTEND TO FIRST TRUSS IN FROM ENDWALL) (ICC-ES REPORT ESR-1078) 2x4 TRUSS TIE ~ 6Od R.S. NAIL .OWER TRUSS CHORD il) #9x1" TRU-GRIP SCREWS ON PEAK SIDE AND )2) ON EAVE SIDE IN HOLES SHOWN. I JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) 2X4 TRUSS TIE DETAIL _i----'T 6-20d R.S. I ~ 2-2x6 END COLUMN EXTENSION J J OR UPRIGHT ASSEMBLY NAILED r J J TO END RAFTER ASSEMBLY AS J SHOWN AND TO EACH J INTERSECTING WEB. FASTEN TO r HEADER AND FRAMING J,I MEMBER WITH (2) 16d R.S, ~L~l__ NAILS INTO EACH END COLUMN EXTENSION MEMBER OR UPRIGHT. DETAIL B SCALE: 1 1/2"= 1'~0'' [ 1) #gxl" TRU-GRIP SCREW ON PEAK SIDE AND (2) #9x1" TRU-GRIP SCREWS ON EAVE SIDE OF PURLIN IN HOLES SHOWN I JOINT MUST BE TIGHT BEFORE FASTENING CLIPS 2x4 BUTTED PURLIN DETAIL )PURLIN CONNECTED WITH 6" HEADLOK FLATHEAD LAG SCREW) SCALE: 1 1/2"= 1'-0" 20 ga. GALVANIZED PURLIN CONNECTOR 2' 8I SCALE: ~ I 1' 4' 16' 2x4 BEV. PURLIN ~.,..~ ~. ' / TOE NAIL OVERHANG RAFTER ~ ~-~'"'~'~'1 ~' ' / TO OVERHANG NA, LER WITH ~ ~ [ / OVERHANG F~ME ~ ~ ~ ~ 32' CUSTOM 5.G. TRUSS ~6 OVERHANG NAILER J L [ ~ ~ (7) 20d R.S, NAILS "~ 3-~6 CORNER COLUMN DETAIL A SCALE: I 1/2"= 1'-0" 60d R.S. NAIL 20 GA, GALVANIZED PURLIN CONNECTOR (1) /t9xl" TRU-GRIP SCREW ON PEAK SIDE AND )2) #9x1" TRU-GRIP SCREWS ON EAVE SIDE OF PURLIN IN HOLES SHOWN (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS 20 GA. GALVANIZED PURLIN CONNECTOR 2x4 BUTTED PURLIN DETAIL (PURLIN CONNECTED WITH 60D R.S, NAIL) SCALE: 1 i/2"= 1'-0" OUTCHOGU~, NY O II I II I 7 II I I II I I ~)RA WN BY; DEMPSEY DA TE: ~9/23/09 CHECKED 8) ~,KINNAEE DA TE: 09/2B/09 REVISED DATE --- I~EVISED DATE; -- REVISED DA Ti .... ~?EVISED DATE: --- S2 oF S7 1(x13 PI. CAMBER AT CEN[ERLINE 3/4" TRUSS SPACING 8'-CP O.C. LIVE LOAD 19 PSF DEAD LOAD 7 PSF CEILING LOAD PSF TOTAL LOAD 26 PSF 16x8 Pi. 18Ga. 6x9 PI. 'x9 Pi, 2xSx16' 10'0,, 3x5 PL 12 6x9 PI. 4 10xl 5 PI. 8xl 3 PI. 15-1/2" 3'4-5/16" 8'7-1/2" 15'10-1/2" 32' CUSTOM S.C. TRUSS 3' WIDE [ZONE 2 & 3) 3' WIDE (ZONE 2 & 2x4 PURLINS O- INDICATE5 PURUNS TO BE FASTENED w/HEADLOK .19"X 6,0" FLATHEAD LAG SCREW, ALL OTHER PURLINS TO BE FASTENED w/60d R.S. NAIL 32' WIDE BUILDING PURLIN LAYOUT SCALE: 1/2"= 1 '-0" UTCHOGUE, N~Y _J OB NO.128-0837 J II I II I 7 II I I I ~)RA WN B ~: DEMPS~f · DA TE: 09/23/09 CH~CKED BY, P.KINNARE DA TE: 09/25/09 £EVISED DATE; ..- REVISED DATE: .-- !EI/ISED DATE: --- · I$CALE; AS NOTED SHEET NO. S3 oF S7 Reference Corner 3,2' WIDE (ZONE 2 & 3) 3.2' WIDE {ZONE2 & 3) t 16.9' WIDE {ZONE 3.2' WIDE {ZONE 5J WIDE I(ZONE5) WEST ELEVATION (ZONES 2 & 3} (ZONES 2 & 3) {ZONE2 & 3J ~ ~ : ~ ~ - ~_ ~ ~ ~ ,o" b,' .O, SOUTH ELEVATION NORTH ELEVATION 3.2' WIDE I i 3.2' WIDE {ZONE 2 & 3) ~ {ZONES 2 & 3) VENT-A-RIDGE r SIDING DRIP EDGE FASCIA TRIM SHAKE SIDING CUTCHOGUE, NY O II I II I 7 II I ~: DEMPSEy DATE: 09/23/09 CHECKED S¥ P.KINNARE DA TE: 09/25/09 REVISED D/ REVISED DA 3 2, WiDE ~ I~ 16.9' WIDE (ZONE 4) EAST ELEVATION C SCALE: AS NOTED , L SHINGLES (2} ROWS OF SELP ADHERING WATERPROOF MEMBRANE BEGINNING AT OVERHANG WITH (1) LAYER OF 1S# ROOFING FELT ON THE REMAINDER OF THE ROOF ~)h 2X4 PURLINS @ {NO. 2 SPF) 2x4 BEV. PURLIN T#150 DRIP EDGE 2x~; BEV. FASCIA 5" O.G. GUTrERS T#144 & 146 FASCIA TRIM SOFFIT 5/4'5(4" CEDAR TRIM W/SOFFIT F 2x6 OVERHANG NAILER {2J 1/2~'x5 1/2" M. BOLTS &. (4J 20d R.S. NAILS 0.19"x6.0" HEADLOK ELATHEAD LAG SCREW CUSTOM 32' S.C. TRUSS ~ 8~2x6 LAMINATED COLUMN (2) ROWS OF SELF-ADHERING WATERPROOF MEMBRANE BEGINNING AT OVERHANG WITH (1) LAYER OF 1 S# ROOFING FELT ON THE REMAINDER OF THE ROOF lj2" CDX PLYWOOD SHEATHING GABLE PURLIN FLASHING t#150 DRIP EDGE 2x6 BEV, FASCIA T# 144 & 146 FASCIA TRIM ® ~ SOFFIT 5/4'~4 ' CEDAR TRIM WI SOFFIT F [~) 32' CUSTOM S.C. TRUSS (2) 2x6 E.C.E. CEDAR SHAKE SHINGLE SIDING TRUSS IN COLUMN SADDLE LAMINATED COLUMN 2x4 PURLINS @ 16" O.C.(~)~ -- ~ 2x4 TRUSS TIE 0.135" x 2 1/4" R,W. NAILS OR 16d R.S. NAILS ( 1J 20d R.S. NAIL THROUGH STRAP 8, INTO BRACE 2' END BRACE STRAP W/PRE-PUNCHED HOLES (BEND TO FIT) FASTENED W/ (S) 0.140 x 1 1/2" R.S. NAILS 2x6 DIAGONAL BRACING FASTENED TO COLUMN W/(4) 16d R.S. NAILS CUSTOM 32' S.C. TRUSS 10'-0" GRADE TO HEEL 2x4 VERTICAL BLOCKS @ 24" O.C. ® 7/16" OSB SHEATHING ~) BUILDING WRAP NAILERS @ 32" C.C. (2100 MSR SPF] ~) I B" LOWEST MEMBER CUT-OFF IalF SET 4 3/4" ABOVE GRADE ROW 2x8 TREATED SPLASHBOARD 4" MINIMUM COMPACTED GRANULAR BASE 0'-6" LONGER LOWER 10'-0" GRADE TO HEEL 2x4 NAILERS @ 3~' O.C. (2100 MSRJ FINISH GRADE 16"0 21BM (14 GA.) COLUMN STILT 8" THICK MINIMUM READY-MIX CONCRETE BELOW BOTIOM OF LOWER COLUMN WITH ADDITIONAL READY-MIX TO TOP OF 218M STILT 19"±). PLACE CONCRETE BELOW AND ABOVE BO1TOM OF LOWER COLUMN IN ONE OPERATION, SIDEWALL SECTION A NOTE: FOOTINGS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. LOCAL CONDITIONS MAY REQUIRE MODIFICATIONS. SCALE: 1/2"= I'-(P CONCRETE FLOOR NOTES 1. 3500 PSI. 5 1/2 BAG MIX CONCRETE 2. SLOPE GRADE AWAY FROM BUILDING @ I" PER FOOT FOR A MINIMUM DISTANCE OF 10' PLUS OVERHANG WIDTH 3. A VAPOR RETARDER IS NOT MANDATED PER IBC SECTION 1910 EXCEPTION 3. UNLESS THE FLOOR WILL BE COVERED BY MOISTURE SENSITIVE FLOORING MATERIALS OR IMPERMEABLE FLOOR COATINGS OR WHERE THE FLOOR WILL BE IN CONTACT WITH ANY MOISTURE SENSITIVE EQUIPMENT OR PRODUCT 4. CONTRACTION JOINTS UNIFORMLY S?ACED1B' C.C. OR LESS INTERIOR EXTERIO~ 0'-6" LONGER LOWER ii~ 218M (14 GA.) COLUMN STILT ~ 8" THICK MINIMUM READI-MIX CONCRETE BELOW BOITOM OF LOWER COLUMN WITH ADDITIONAL READI-MJX TO TOP OF 21BM STILT (9"±). ] 16"f~ ; PLACE CONCRETE BELOW AND ABOVE BO1TOM OF r LOWER COLUMN IN ONE OPERATION. ENDWALL SECTION B SCALE: I/2" -- 1'-0" NAIL KEY 0.148" x 4" (20dj NAILS J0.131"x 3 1H2" HOT DIPPED GALVANIZED IHDG) RING SHANK NAILS 3-2x6 COLUMN SPLICE FASTENING DETAIL SCALE: 1/2" = I'-(~' STILT ISOMETRIC 3-2x6 LAMINATED COLUMN 1 1/4"xl 1/4"x14 GA. SUPPORT ANGLE FASTENED TO COLUMN AT EACH CORNER WITH (3) .148"O x STAINLESS NAILS. I12 TOTAL NAILS PER COLUMN) 14 GA, CHANNEL WITH 1/4" PLATED RIVET TO SUPPORT ANGLE UNDISTURBED SOIL STILT NOTES 1. INSTALL PRESSURE TREATED LOWER COLUMN WITH STILT IN THE AUGURED HOLE. 2. POUR 9" MINIMUM THICKNESS OF READI-MIX CONCRETE INTO THE HOLE AS SPECIFIED. 3. BACKFILL AND COMPACT THE ANNULAR SPACE AROUND THE COLUMN TO GRADE WITH SOIL AUGURED FROM THE SITE. CUTCHOGUE. NY n II I II I 7 DA ~: )9/25/09 REVISED DATE,' .-- REVISED DATE; REVISED DATE: REVISED DATE; --- Gq. · SCALE.'AS NOTED SHEET NO, ,, S50E S7 2-2x6 U 2x6 ~ 2)(6 BLOCK 2-2x10 HEADERS T#129 2~2 BLOCK T#154 2:(3 JAMB (BEYONDi BOITOM 2' TREATED) {31 2x6 JAMB COLUMN (BEYONDJ 2X6 TRACK BLOCK (BEYOND; BOITOM 2' TREATED) O.H.D. OHD HEADER SECTION C SCALE: 1" = 1'-(~' ALUMASEAL T#152 GRADE TO BOITOM OF 2x6 BLOCK HEADER NAILING SCHEDULE MEMBER C N C N EA. 2X10 NOTES: NUMBERS ABOVE ARE 20d R.S. NAILS REQUIRED PER CONNECTION. 2. PRE-DRILL HEADERS AS REQUIRED TO PREVENT SPLITTING, 3, IF NUMBER OF NAILS REQUIRED FOR HEADER TO JAMB COLUMN CONNECTION IS EXCESSIVE TO CAUSE SPLITTING, THE F~(CESS NAILS MAY 8E INSTALLED IN HEADER SUPPORT BLODKING, #8X3 1/2" WOOD SCREWS @ 10" D.C. FASTENED THROUGH THE ALUMINUM DOOR SIDE JAMBS INTO THE 2x4 ROUGH FRAMING. PRE-DRILL HOLES IN ALUMINUM DOOR JAMB TO ACCEPT WOOD SCREWS. SCREWS ARE NOT REQUIRED IN THE HEAD OR THE SILL. /2' WOOD SCREWS SPACED lEAD FLASHING AS SHOWN ABOVE TO AVOID DOOR INSTALLATION SCREWS 16" OSB PANEL IAMB 2'x4" ROUGH FRAMING WALK DOOR JAMB DETAIL NOTE: DOOR PANEL AND WINDOW PROTECTION DETAILS ARE FOR INSTALLATION INSTRUCTIONS ONLY, AND ARE NOT PROVIDED OR INSTALLED BY MORTON BUILDINGS' INC. OR MORTON BU[LDINGB' SUBCONTRACTORS AND ARE THE OWNERS RESPONSIBILITY. 16" OSB PANEL OSB PANEL IS 1" WIDER THAN THE WIDTH OF TH~ DOOR FROM OUTSIDE OF TRIM TO OUTSIDE OF TRIM WALK DOOR SECTION WlNDBOURNE DEBRIS PROTECTION - WALK DOOR #8x3 1/2" WOOD SCREWS FASTENED THROUGH THE WINDOW JAMB FLASHINGS INTO THE 2'~(4" ROUGH FRAMING. PRE-DRILL HOLES 10" D.C. IN W}NDOW JAMB FLASHINGS TO ACCEPT WOOD SCREWS, SCREWS ARE NOT REQUIRED IN THE HEAD OR THE SILL, O.S.B. SHEATHING IS 1" WIDER THAN THE WIDTH OF THE WINDOW FROM OUTSIDE OF TRIM TO OUTSIDE OF TRIM. O.$,B. SHEATHING IS 1" TALLER THAN THE HEIGHT OF THE WINDOW FROM OUTSIDE OF TRIM TO OUTSIDE OF TRIM. WJDTH OF WINDOW HEAD FLASHING 7/16"OSB SILL FLASHING 7/ WINDOW JAB 2"X4" ROUGH FRAMING FIN WINDOW JAMB DETAIL FIN WINDOW SECTION WINDBOURNE DEBRIS PROTECTION - FIN TYPE WINDOW 7/1 2x4 NAILERS EXTRA NAILERS ADDED BETWEEN STD. NAILERS (MAX. SPACE TO BE 24") '~ 1/2' WOOD SCREWS @ 10" D.C. BLOCK BETWEEN NAILERS NAILED TO COLUMN W/2Od GUN NAILS. NAILED 3" D.C. LAMINATED COLUMN LAMINATED COLUMN OSB SHEARWALL DETAIL SCALE: 1/2' = 1'-0" LOWER CHORD OF CUSTOM S,C. TRUSS 2)(6 VERTICAL BLOCKS @ COLUMN BETWEEN NAILERS PERIMETER OF OSB SHEETS @ NAILED W/1-3/4" RING SHANK COIL GUN NAILS SPACED 3" D.C. 0 II I II I 7 OSB NAILED TO INTERMEDIATE ~ ~, · SUPPORTS W/1-3/4" RING SHANK ~)RAWN BY,' DBMPSEY · DATE: 09/23/09 CHECKED BY, P.KINNARE DATE,' 09/25/09 REVISED DATE: .... REVISED DATE; ..- REVISED DATE: REVISED DAT~: COIL GUN NAILS SPACED 6" O,C. LAMINATED COLUMN ~ 5/4x6 NAILER ~ (IF PROTECTIVE LINER IS INCLUDED) 2x8 TREATED BASEBOARD 7/1 6" O=S,=B SHEARWALL ELEVATION MISC. SIDING / SHINGLE FASTENING SCHEDULE 1 1/2" CDX PLYWOOD TO 2x4 PURLINS 0.113" xl-3/4" RING SHANK COIL NAILS @ 12" D.C., 6" O-C. @ PANEL EDGES 2 7/16" OSB SHEATHING TO NAILERS 0.113. x1_3/4,' RING SHANK COIL NAILS I'Z' D.C. @ INTERMEDIATE VERTICAL BLOCKS, 6" O.C- @ ALL P^NEL EDGES 3 2x4 VERTICAL BLOCKING TO NAILERS (2J 1-1/2" R.S, NAILS OR 1-1J4" SHINGLE NAILS WALL FRAMING FASTENING SCHEDULE 4 COLUMN STILT (14 GA.) TO COLUMN (12} 0,14B"x 2r' (6d) STAINLESS STEEL RING SHANK NAILS 5 2x8 SPLASHBOARD TO COLUMN (4) 0.177" x 4" (20dj STAINLESS STEEL RING SHANK NAILS @ SPLICEJ (3) 0.177" x 4" (20cl) RING SHANK NAILS @ STANDARD CONNECTION 6 2x6 NAILER TO COLUMN (4) 0.148"x 3-1/2" (16cl) RING SHANK NAILS @ SPLICE/(4} 0.148" x 3-1J2" (16dj RiNG SHANK NAILS @ STANDARD CONNECTION 7 32' CUSTOM S.C, TRUSS TO 2-2x6 END COLUMN EXTENSIONS 6) 0.177" x 4" (2Od) RING SHANK NAILS 8 2x4 PURLIN TO 32' CUSTOM S,C. TRUSS HEADLOK .19"x6,0" FLATHEAD LAG SCREW iN PRE-DRILLED HOLE 9 SOFFIT TO WALL INSERTED IN PRE-FORMED SLOT IN SOFFIT F 10 SOFFIT TO FASCIA T-50 MONEL STAPLES (2) PER PIECE ,~ 7/16" OSB SHEARWALL 11 OSB TO PERIMETER BLOCKS/FRAMING 0.113" xl-3/4" RING SHANK COIL NAILS @ 3" o.c:. 12 OSB TO INTERMEDIATE FRAMING 0.113" x1-3/4" RING SHANK COIL NAILS @ 6" o.c:, ~3 BLOCKS TO COLUMNS 0.131" x 3 1/2" HOT DIPPED GALVANIZED (HDG) RING SHANK NAILS @ 3" o.¢. ROOF STRUCTURE FASTENING SCHEDULE 14 VENT-A-RIDGE TO BASE TRIM #9 x 1" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS @ B" o.c:. 15 RIDGE BASE TRIM TO 2x4 PU RUNS #9 x 2" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB (1'-0" o.c.J 16 20 ga. GALVANIZED PURLIN CONNECTORS #9 x 1" TRU-GRIP SCREWS 17 2x4 PURLINS TO TRUSS (INTERIOR ZONES) 0,200" x 6" [60cl) RiNG SHANK NAILS IN PRE-DRILLED HOLE 18 2x4 PURLINS TO TRUSS (EXTERIOR ZONES) HEADLOK .19"x6.0" FLATHEAD LAG SCREW IN PRE-DRILLED HOLE 19 32'CUSTOMSTRAIGHTCHORDTRUESTOCOLUMN (2) 1/2"x5 I/2"M.BOLTS & J4) 0.177"x4"[20cl) RING SHANK NAILS Ij cuOFFICE:TcHOGUE, NY 1 OB NO.12B-0837 J I"1 II I 7 ~,~AWNBY; DEMPSEY · DATE: 09/23/09 CHECKED 8Y: P.KINNARE DA TE: 09125/09 ~EVISED DATE,' I3CALE,' AS NOTED SHEET NO, S7 oF S7