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HomeMy WebLinkAbout29676-Z FORM NO. 4 i TOWN OF SOUTHOLD BUILDING DEPARTMENT office of the Building Inspector Town Hall .i' Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30001 Date: 02/04/04 V THIS CERTIFIES that the building ACCESSORY Location of Property: 2000 OREGON RD MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 100 Block 4 Lot 3.1 . Subdivision ' Filed Map No_ Lot No. conforms substantially to the Application for Building Permit heretofore filed in this. office dated AUGUST 11, 2003 pursuant to which Building Permit No_ 29676-Z dated AUGUST 27, 2003 was issued; and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ACCESSORY STORAGE BUILDING AS APPLIED FOR PER ZBA #5339 DATED 7/10/03 . The certificate is issued to SHINN VINEYARD LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL, N/A .. ELECTRICAL CERTIFICATE NO. 83326C 01/14/04 PLUMBERS CERTIFICATION DATED N/A Au oriz dure 'Rev. 1/81 I FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. �I BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PBRMIT NO". 29676 Z Date AUGUST 27, 2003 Permission is hereby granted to : DAVID PAGE 19965 SOUNDVIEW AVE SOUTHOLD,NY 11971 for CONSTRUCTION OF AN ACCESSORY STORAGE BUILDING IN THE REAR YARD AS APPLIED FOR PER ZBA DECISION #5339 at premises located at 2000 OREGON RD MATTITUCK County Tax Map No. 473889 Section 100 Block 0004 Lot No. 003 . 001 pursuant to application dated AUGUST 11, 2003 and approved by the Building Inspector to expire on FEBRUARY 27, 2005 . Fee $ 184 .20 Authorized Signature IL COPY Rev. 5/8/02 Ali it Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY ' This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or j topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. I' 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% Iead. S. Cotmpercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and anusual 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 [lie reasons therefor in writing to the applicant. i C. Fees a" 1. Certificate of Occupancy-New dwelling 525.00, 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 550.00. 2. Certificate of Occupancy oi:Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy -$.25 4. Updated Certificate ofOccupaucy - $50.00 5. Temporary Certificate of Occupanc} - Residential S1 5.00, Commercial $15.00 Date. Nev, Construction: _ _X _Old or Pre —eexxissting Building: (check one) Location ofProperty: IP p) House No. Street Hamlet Owner or Owners of Property: r ANaf) F'4 E A 50;)f—J Suffolk County Tax Map No 1000, Section /O© Block 0009 Lot Subdivision 1 Filed Map. --�^—`�—n Lot: Permit No. ZAL7L Date of Permit.6-7]_0 j Applicant^ y t {/ W Health Dept. Approval: A Underwriters Approval: .fir //�� rp Planning Board Approval: M A Request for: Temporary Certificate Final Certificate: _ (check one) Fee Submitted: $ / © � Applicant lgnature I� ii FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: February 28, 2003 " AMENDED:March 5,2003 I TO: Sandra Sikorski &William Kelly PO Box 1680 Southold,NY, 11971 Please take notice that your application dated February 28, 2003 For permit for demolition of an accessory building and the construction of an accessory_equipment sto_ra�building at Location of property: 2000 Oregon Road, Mattituck County Tax Map No. 1000 - Section 100 Block 4 Lot 3_1 Is returned herewith and disapproved on the following grounds: The proposed construction, on this 52,968 square foot lot in the Agricultural Conservation District, is not permitted pursuant to Article III Section 100-31, A 121 c:, which states; "Barns, storage buildings, greenhouses (including plastic or covered) and other related structures, provided that such buildings shall conform to theary d rcquiremcnts for principal buildings." Principal single side yard setback is 20 feet. The applicant proposes an equipment building 12 feet from the side yard line. The existing accessory building which will be demolished as part of the applicants proposal, is noted as being located+/- 0 feet from the side yard line. II Total lot coverage, following the proposed construction will be+/- ercent. Au rized Signature This Notice of Disapproval was amended on March 5,2003,to correct errors on behalf of the building department. Note to Applicant: Any change or deviation to the above referenced application, may require fr further review by the Southold Town Building Department. SCC: ZBA, File APPEALS BOARD MEMBERS ti� OGy' Southold Town Hall Lydia A. Tortora, Chairwoman o 53095 Main Road Gerard P. Goehringer ti x P.O.Box 1179 George Horning O Southold,New York 11971-0959 Ruth D. Oliva A?J ZBA Fax (631)765-9064 Vincent Orlando P[ Telephone(631)765-1809 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JULY 10, 2003 Appl.No. 5339—SHINN VINEYARD. INC./DAVID PAGE 1000-100-4-3 STREET&LOCATION; 2000Oregon,Road, Mattituck FINDING'S OF FACT PROPERTY FACTS/DESCRIPTION: The applicant's property has 142.98 ft. frontage along the south side of Oregon Road in Mattituck, and is shown as 1.219 acres„or 53,078 sq. ft. on the survey prepared by John C. Ehlers., L.S. dated 6-16-03. The property is improved with a dwelling and farm buildings, and to the west and south are other lands of the applicants consisting of 20+ acres within a Town of Southold Development Right Easement area. BASIS OF APPLICATION': Building, Inspector's February 28, 2003 Notice of Disapproval, amended March 5, 2003, for the reason that applicants wish to demolish an existing nonconforming accessory 18' x 31' building and construct a new accessory 24' x 36' equipment storage building,with a 12 ft. side'yard setback, instead'of the minimum 20 feet required under Code Section 10,0-31A(2-c):' AREA VARIANCE RELIEF REQUESTED: Applicants were disapproved in their permit application to the Building Department fora new 24' x 36' accessory buildinq in the rear yard, south of the two- story frame dwelling, and with.a setback of 12 feet from the easterly s ee o me. he new building is an accessory structure for storage of applicants' equipment and items related to the dwelling and agricultural uses of'the property, and will be placed in the same yard area as an existing nonconforming building located 0.7 feet from the side line. REASONS FOR BOARD ACTION: Based on the testimony and record before the Board and personal inspection','the Board makes the following findings: (1) The grant of an area variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed new construction measures 24 feet by 36 feet and is a result of a demolition of the existing accessory building, presently 0.7 feet from this easterly side property line. The new construction will be an increase of the 0.7 ft. setback to 12 feet to the sideline. The property adjacent to this property is a cultivated farm field. O 2 The benefit sought b applicant g y thea pp can cannot be achieved by some method feasible for the applicant to pursue, other than an area variance. This is reconstruction of an existing nonconforming m n agricultural buildin g _ g which will result in an increase of conformity. Also, access to the building.will be from the south end of the building, in order to avoid removal of vines and' nearby landscaped areas. (3) The requested area variance is substantial and an represents eight-foot reduction in the p 9 minimum 20 ft. code requirement. � l fte 2—July 10,2003 ZBA Appl.No.5339—Shinn Vineyard/D. Page Parcel 100-4-3 at Mattituck I k I (4) The difficulty was self-created when the applicant chose to build a new building with access on the south side of the building. (5) No evidence was presented to suggest that the variance granted will have an adverse effect or impact on physical or environmental conditions. Another accessory building exists further south with setbacks at 10 feet and 13 feet from the easterly side lot line. (6) The action set forth below is:the minimum necessary and adequate to enable applicants to remove the existing nonconforming building and build a new accessory building, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION/ACTION: On motion by Member Orlando, seconded by Member Goehringer, it was j RESOLVED, to GRANT the variance as applied for. VOTE OF THE BOARD: AYES:. Members Tortora (Chairwoman), Goehringer, Oliva, and Orlando. (Absent was Member Horning of Fishers Island.) This Resolution was duly adopted (4-0). LYDIA ORTORA, CHAIRMAN Approved for Filing --63- r' i 4 I` k t I: i i f Allied Design Archi a n ' ring Group, P.C. August 07, 2003 Mr. Bill Kelly 11 2003J Morton Buildings, Inc. l i Cox Lane Industrial Park 22355 County Rd 48, Unit 4 w 1 Cutchogue, NY 11935-1146 { RE: Shinn Vineyard 24'w x 10'h x 361 Storage Building Southold, NY i MBI JOB # 128-0684 Dear Bill: I Please be advised that my drawings for the subject project dated 01/16/03 reflect an engineered design specifically made for Shinn Vineyard. �zE ew ,. Yours tr '� _ . .P Allied Igo .'�rQtf& PC nn . 0 m' Ronald ona d drr P cxaau .,. President II li } OFFICE: CUTCHOGUE, NY #8 x 3 1/2" WOOD SCREWS FASTENEDTHROUGH THE ALUMINUM DOOR SIDE JAMBS roe No. INTO THE 2x4 ROUGH FRAMING. PRE-DRILLHOLES IN ALUMINUM DOOR JAMB TO 128-0684 ACCEPT WOOD SCREWS: SCREWS ARE NOT REQUIREDIN THE HEAD OR THE SILL. \, I -I I I I li-A-1-1 1-1-1 [ 1:1111 HEAD- FL SHING HEAD FLASHING C-5 oo M C5 N C'' DOOR SLAB c� 40" WIDE x 82 1/2" TALL — s N 7/16" O.S.B. PANEL rw \ a f t2 C7 q } Q Z W p z 40" WIDE x 82 1/2" TALL oz B 7/16" O.S.B. PANEL z M O ( . i L7 p M I> ) ( i 'c P2 6 ^ cn 9100 ELEVATION 9100 SECTION of tl #8 x 3 1/2' WOOD SCREWS SPACED40" WIDE x 82 1/2" TALL ° . . AS SHOWN ABOVE TO AVOID DOOR ":_ 1 7/16" O.S.B. PANEL 1t� _, E� INSTALLATION SCREWS Zay$a.coLL �3STq " 4 O • , rn A J DRAWN BY: ALUMINUM �6 •�1 �� DATE: 8-07-03 DOOR JAMB O €5 gs1F • H ®®®� CHECKED BY: { 2x4- ROUGH FRAMING i,�� ° a�ao DATE: j 9100 JAMB _DETAIL �'°� o� REVISED DATE: WINDBORNE DEBRIS PROTECTION - 9100 WALK DOOR SCALE:SHEET NO. ` 1OF1 1 ` n F STRUCTURAL DESIGN _ 1609.1.1.1 -1609.1.5 1609.11.1 Applicability, The provisions of SSTD 1.Glazed openings located within 30 feet (9144 10 and the AF&PA Wood Frame Construction Man- mm) of grade shall meet the requirements of the ual for One and Two Family Dwellings, SBC High Large Missile Test of ASTM E 1996, Wind Edition are applicable only to buildings located. 44 within Exposure A, B or C as defined in Section 2.Glazed openings located more than vi fees of he 1609.4. The provisionsshallnot apply to buildings _mm)above grade shalt STME e provisions of the sited on the upper half of an isolated hill, ridge or Small Missile Test of ASTM E 1996. escarpment meeting the following conditions: Exceptions: 1. The hill,ridge or escarpment is 60 feet(18 288 L Wood structural.panels witha minimum thick- mm) or higher if located in exposure B or 30 aces Of'/16 inch(11,1 mm)and maximum panel feet(9144 nun),or higher if located in exposure span.of 8 feet(2438 mm)shall be..permitted for Q opening protection in ane-and'two-story build- ings. Panels shall be precut to cover the glazed 2.The maximum average slope of, the hill openings with attachment hardware provided_ exceeds 10 percent;and Attachments shall be designedtoresistthe corn- 3. The hill, ride or escarpment is unobstructed Portents and, cladding loads determined m g accordance with the provisions of Section upwind by other such topographic features for 1609.6.5.Attachment in accordance with Taable a distance from the high point of 50 times the 1609.1,4 is permitted for buildings witha mean height of the hill or 1 mile (1.61 km), which- roof height of:33 feet (10 058ram) or less ever is greater. - where wind speeds do not exceed 130,mph, 16091.2 Minimum wind loads.The wind loads used 2.Buildings in. Category IV as defined in Table in the design of the main windforce-resisting system 1604.5, 'including production greenhouses as shall not be less than 10 pounds per square foot (0.479 defined in Section 1608.3.3, kN/m2) multiplied by the area of the building or struc- ture projected on a vertical lane normal to the wind TABLE ROTE .4 P l P WINDBORNE DEBRIS PROTECTION FASTENING direction. In the calculation of design wind.loads for SCHEDULE FOR WOOD STRUCTURAL PANELSa,ec components and claddingfor buildings, the algebraic. FASTENER SPACING(Inches) (, sum of the pressures acting on opposite faces shall be - �- takeninto account.The design pressure for components FASTENERPanel 2 feet s ' 4 feet< 6 feet<and claddingPanel Panel Panel of buildings shall not be less than 10 TYPE span span span span pounds per square foot (0.479 kN/mz) acting in either s 2 feet S.4 feet s 6 feet s 8.feet direction normal to the. surface..The design force for open buildings and other structures shall not be less than 211246 Wood ,_' 16 16 12 9 10 pounds per square foot(0.479 kN/m2) multiplied by 1.Screws . . the area Af. 4F2c.sl: 112#8 Wood _ 16 _ 16 � 16 12 1609.1.3 Anchorage against,overturnimsng, uplift and 'Screws sliding. Structural members and.systems, ;;d compo- finch=25.4 mon,l t 304,8 mm,1.pound=0.454 kg, nents and cladding in a building or structure shall be - t mile per hour�0.44m/s. anchored to resist wind-induced overturning,uplift and a.This table is based on a maximum wind speed(3-second gust)of 130 sliding and to provide continuous load path& for these mph and mean roof height of 33 feet or less, forces.to the foundation. Where a portion of the resis- b.Fasteners shah be installed at opposing ends of the wood structural tante to these forces is provided by dead load,the dead Panel. c,Where screws are attached to masonry or masonry/stucco,they shall load shall be taken as Otetninimum dead load likely to be attached utilizing vibm6on-resi$tani anchors having a minimum be in place during a design wind event..Where the alter- withdrawal capacity of 490 pounds. nate basic load combinations of Section 1605.3.2 am _ used, only two-thirds of the minimumdead load likely .1609.1.4.1 Building with openings. Where glazing to be in place during a design wind event shall be used. is assumed to be anopening in accordance with Sec- 16094.4 ec- 1609.1.4 Protection of openings.In wind borne debris tion 1609.1.4, the building shall be evaluated to regions., glazing that receives positiveexternal pressure determine if the openings are of sufficient area to constitute an open or partially enclosed building as in.the lower 60 feet (18 288 mm) in buildings shall be defined in Section 1609.2. Open and partially assumed to be openings unless such glazing is impact enclosed buildings shall be designed in accordance resistant or protected with an impact-resistant covering with the applicable provisions of ASCE 7. meeting the requirements of an approved impact resist- ing,standard or ASTM E 1996 and of ASTM E 1886 ref- 1609.15 Wind and seismic detailing. Lateral-force- erenced therein as follows:' resisting systems shalt meet seismic detailing BUILDING CODE OF NEW YORK STATE 299 I i J ' D , ( � 1 TOWN OF SOUTHOLD OROPERTY RECORDCARD doa iso OWNER STREET ` > 1 VILLAGE DIST SUB. LOT 3 QrlC F- { FORMER OWNER N E � ACR.� , y g L JYCC N 7 Od Ci { "..?:..-r >v,. �:-+_ ,a?-'t.«, xw �G1-&' ` 4 `�r-9 k;-• . Ws.. �f - d r=tl alb S W TYPE OF BUILDING T S1 'Da S RES. SEAS. VL FARM COMM. CB. MICS. Mkt. Value Z �C LAND IMP. TOTAL DATE REMARKS 0800 -5/ 00 i b ✓.9- �� ,� � 3 � fl(�/� �G�u �r(l ±a �ut( � C� I�°l�t . ��l� Al Ct.� 300 5 I C() I � . 400 � X11"f`°$ 3 �� �`� �.° �t_;t'�.; ' *:� '` I � ` " �`,;� i io /`� ? - u� `1� �a/�Pf"�a�;n✓r��.n.-�2 /�/ .S�rr..���r�� f'✓q - �'�Q .I ladr zoo 1^r go o Se)C, AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Volue Per Value Acre Tillable � f o . ' :.' 3� FRONTAGE ON WATER Woodlandt_� ` FRONTAGE ON ROAD Meadowland DEPTHr ° �_( �� f /0 + ICS ! Z r� )o House PlotBULKHEAD oftO. — Total DOCK a ` z ." y w • r� ,y�T i '. �� � ,y7-, T , �7} ,1�, M1 • yY .,1, ,�� ,y�r• _,i-r . .�-i•11 k +Y.,1� ,•�� � ,T %. .� , ,1:1 ,1. � ,.4�:i 1 4`� • ..�0: . ,+ jt ,' 4 L'IectricalInspection Cerdjticale s<' Issue Date Electrical Inspection Service,Inc. Application 1/1412004 375 Dunton Avenue 83326C -- + East Patchogue, New York 11772 (631)266-6642 ' Issued To: David Page / Shinn Vineyards z` Street 2000 Oregon Road 1 Village: Mattituck Zip: 11952 Town:.Southold Section: 100 Block:4 Lot: 31 - Contractor: Cell Electric (L) Lic.# 1022-E Mfr .-r— Was examined and found to be in compliance with the National Electrical Code. Commercial ❑ NV Defects ❑ Pool ❑ 1st Floor ❑ indoor ❑ Basement ❑ Hot Tub "� = ❑ Residential X Det. Garage ❑ Attic ❑ 2nd Floor ❑ Outdoor ❑ Addition ❑ Survey ?•�', Switches Receptacles Fixtures GF] Heaters A/C Fans Y 1 .d Dishwasher Washer/Amps DryerdAmps Oven Range/Amps Microwaves Furnace Oiir Gas Circulators Smoke Detector Bell Transformer . Meter Amps Phase UG/OH Jacuzzi Television CO Detector Bldg. Permit: JOAV Other Equipment r . SUB PANEL �` - 1-601 Sub Panel - Hugo S. Surdi President Rough Inspection: 07113!2004 _ Inspector: Sean P. Hightower Final Inspection: 01/13/2004 i I Inspector: Sean P.Hightower — This certificate must not be altered in any manner.. Inspectors may be identified by their credentials. 3' �Y k ', %'�-- 1 L V� � -� 4y n L Vii. Iiiy�c1P'� 1{I �. YI ��m. Vi - Ilii - IVY • Ind VJ Vil! �Ipli•g1�P• ••:.• 6h '6t''J1.^I 1:1..x :j1;�•Y+'��V.;q' o1r 1 4� ,n,,51 J1 . 1m� ,,, b . „� n,,, ,; b,ai D.n•.� u,d u , , . 1, aa`^' '4,3. �. k...rh, k'y�;'k!•�:t.•i dti•r.••„�..:::•! . .b:•:•�;: :�f:•:� :A, {:,.4,;; :1';q: �,,;..s. ,..rr. ,�,A• R:. ✓:e:.y':.�'(rA{�s..-4:.•yi-i' ..;sr .i,;,.Y.�:.,r:,vv,• o4�+.i:.S}S�FF.; n•PY.y.'•i,?:., . .. ..?:�:..:,:,.:.. .': Ili Applicant/ Date. Owners Name: Reviewed: IQ- Architect[ Date Grigitteer: e Submitted: SCTM #: District: F O(l Scccion: /Q e 1310ck: L,ot: 34 I project Subdivision I.ocatiou: ^N)LJL _ Name: p Single R separate Required /fes certification: fYes/Nal /O/, _— Coning 0istr(q;13/' IIAI siu I__ AUua6 (La1 covGrago I wpascd m' Req. j{Tons Yard _Proposed:�J Yar ropo, .£ I [Rwr Yard I ropesed- Project Description: ' ���f �' AGENCYVERNIFFS Permit REQUIRED FOR RE,VIE VY N.A. NO YES Number Suffolk County Health Dept. New York State D. E. C. Tovnt Trustees Town Zoning Board approval 1 Town Plaruiing Board approval �! Flood Plane Elevation??? Flood Zone: Notes: G BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: / g/03 APPLICANT: DATE SUBMITTED: �/ /03 SCTM#DISTRICT! 1,000, SECTION: BLOCK: LOT: SUBDIVISION: ADDRESS: CITY: ZONING DISTRICT: CONFORMING? BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N — BP -Z/C/0 Z- INFO /BP -Z/CIO Z- , INFO BP -Z/C/0 Z- INFO /BP -Z/C/0 Z- ,INFO SINGLE &SEPARATE CERTIFICATION-REQUIRED NOTES LATS 40,0000 100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Mergen(A nmwnfoming at any time after 7i I' REQ. LOT SIZE: ACT. LOT SIZE: REQ. LOT COV. ACT. LOT COV. REQ. FRONT PROP. FRONT REQ SIDE ACT;SIDI v", REQ. REAR PROP. REAR REQ, HEIGHT PWP. HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COST: ARCHITECT/ENGINEER: WATER FRONT? DESCRIPTION: PANEL # FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or NO, (BED #): DTE: /_( PERMIT#: TOWN SEPTIC RECEIPT: Y or N NEW YORK STATE DEC: PRE-DEc 9n/75 YES or NO DTE: PERMIT#: SOUTHOLD TOWN TRUSTEES: YES or NO DTE_ /_/ PERMIT #: TOWN ZONING BOARD APPROVAL: YES or NO DTE: _/ PERMIT #: TOWN PLAN'. BOARD APPROVAL: YES or NO DTE: /' PERMIT #: TOWN HISTORICAL PRE (SPLIA): YES or NO NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO V NOTES: �� i FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE L (—SF)- ( SF)= SFX 2. (—SF)- LSF)– SF X $ =$ +$ 3. (—SF)- ( SF)= SFX FINAL TOTAL: $ 1' M-1802 BUILDING DEPT. INSPECTION [ FOUNDATION IST [ ] ROUGH PLOG. F ] FO NDATION 2ND [ ] INSULATION FRAMING [ ] FINAL FIREPLACE $ CHIMNEY REMARKS:fl C j r DATE INSPECTO ;I 'I i Iv 7 T� M-1802 BUILDING DEPT. E INSPECTION I ] FOUNDATION IST [ ] ROUGH PLB . t - [ INS ION} FOUNDATION 2ND [ } 1 [ ] FRAMING [: FINAL } FIREPLACE & CHIMNEY REMARKS: i � 1 u z I DATE ® y7 oliNSPECTOR ` corgi FIELD INSPEG`TIONWPORT DATE FOUNDATION(IST) C r+ FOUNDATION(2ND) _ �z ROUGH FRAMING& 3 j PLUNEWM i INSOLATION PER N.I'. STATE ENERGY CODE t\ 67 FINAL I ADDmONAL COMMENTS � !rf y t7 +tt4�f i TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CAE IQi;IS`I' BUILDWG•DEPARTMENT Do you have or need the following,before app'lymg2 TO.WWN IIALL Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www.northfork.net/Southold/ PERMIT NO. Check Septic Eotm - XY.S.D.E.C. Trustees. Y Examined a ,20,93 Contact: E Approved / ,2003 Mail to• Disapproved a/c 2 qq'V (0cPhone: D G ) Expiration. 20EDuOua— � gg � 1 Building Inspector r i.. j,i': • APPLICATION FOR BUILDING PERMIT Date Z0 INSTRUCTIONS a. This application MUST be completely,filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets,or areas, and waterways. c.The work covered by this application may not be 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. (Sig f p canto name,if a corporation) Ld ( � (Mailing address ofa plioam) 1C�Gi)f t State whether applicant is owner, lessee, agent, architect, engineer, general contractor,electrician,plumberor builder Name of owner of premises STD FAKE" (As on the tax roll or latest deed) If applicant is a corporation, sign a duly authorized officer (Name and—tco orate:officer) Builders Ltcense No. Plumbers License No. Electricians License No. Other Trade's License No. 1 1 l 1. l o 1I\= of] I i l ,� Cv'"{� t i ��;i�`K .,.' .:� L/ie LL't�•4i.''ll . :. "``'.. .FSa•�nx s�V,{Y`� '�;ly' �� 3t House Number Street, Hamlet )h"y i County Tax Map No. 1000 Section ` Block Lot tc 1, Subdivision Filed Map rNo` Loi (Name) s 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy VJ-7Aa},L t0 b. Intended use and occupancy ? ( ^ 3. Nature of work(check which app�iTble): New Building_ _ Addition Alteration Repair Removal X Demolition Other Work (Description) 4. Estimated Cost , Fee (To be paid on filing this application) If dwelling, number of dwelling units Number of dwelling units on each floor f garage, number of cars If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories i Dimensions of entire new construction: Front Rear ,2 Depth r ( Height ZI> ` Number of Stories l 9. Size of lot: Front--1 3' Rear 1 -6 Depth 2/— i Date of Purchase E>'2O -OfJ Name of Former Owner i, DV.PJ 4f>F P-Mone or use district in which premises are situated € 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO DE LiA-e-D 13. Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO- `FAVTO "tPAGd-- 14.Names of Owner of premises Phone No. Name of Architect Address Phone No r Name of Contractor fid` Address ZL-t'lf t�lf_ Phone No. 7-'f4-� 3 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. 1 STATE OF NEW YORK) SS: v` COUNTY OF being duly sworn, deposes and says that(s)he is the applicant (Name of individual ��signing contract)above mined,. (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 E performed in the manner set forth in the application filed therewith. Sworn to before me thi n da of r20Cl75 otaryPublic i t r -of LYNDA M. BOHN icant NOTARY PUBLIC,State of New York No.ofB06020932 ` Qualified in Suffolk County Term Expires March 8,20 t! 4 A Y O� FROFERTY t ITE;; MA"TUCK -- - ' „TOWN OF 15OUTH6LD Oregon woad ' OLiK COUNTY, NY _ Al iv 'rQ I � � ' , � �2✓¢�OP✓Y1 es'(� � l'1�s G��p�fPM � �� � Ali I � / � ��t �r i 5URVEYED'' 11 -5-aa T ��� furs-ela 51)FPOLK BOUNTY TAX # of Y" , f 1000 - 100 - 4 - 3 ,, 4 CERTIFIED TO: IN t � DAVID PAGE' LLLJJJ x BARBARA 5HINN j GOMMOWEALTH LAND ;V TITLE IN51JRANGE o , , I S7 r -ff d NOTES. `'� /Urc�� /wo ,Q/'e457, /{cdrs r t MONUMENT POUND I -Z Owe PIPE POUND �� � - � a �. HED6E T� - AREA = 22. AGRES , r rt/7,2" r oo ,38•� �I,x,_ ,� I �Q a; o Detail of Structures " 5601e: I" = 60' jjj v - u N � � 22.4- 2 34 l I tL i a u Z � k W laq z 41 A ZZ^ li1 I �,I o , a N o B I N rs rll E -7 Edge� __ IL i °I "Vo'ed I- T y - III II_ _ - - - - - - - - - - -- - - - - - - -- - -_ � -_ - - - I I u I I - 1 Lan,.r n.., r r . 4'�•y�--- -- .--__._. bop oo, r��� � r ,, „, 7euue( 1iai�t uitivaYv< loco 0 - 6' __.. `W rN REFERENCE'#-98-270 OFFICE: CUTCHOGUE, NY MORTON BCILDMGS GENERAL SPECIFICATIONS JOB No. 128-0684 ,LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S45 COLUMNS USED IN MORTON BUILDINGS ARE PRESSURE TREATED BELOW GRADE TO A RETENTION OF .8 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III, OXIDE TYPE, AS LISTED IN U FEDERAL SPECIFICATION TT-W-571J. THE TREATED PORTION OF THE COLUMN EMBEDDED IN GROUND N SHALL BE LAMINATED WITH STAINLESS STEEL NAILS. en FOOTINGS AND ANCHORAGE - COLUMN HOLES ARE DUG 4 FEET DEEP MIN. DEPTH BELOW GRADE AND "x READY-MIX CONCRETE PADS OR DRY CONCRETE MIX PADS ARE POURED IN PLACE (NOTE PLANS FOR Q m SIZE & TYPE). TWO GALVANIZED STEEL BASE ANCHORS ARE PLACED 1" FROM BOTTOM OF COLUMN r' z OR 1/2" GALVANIZED STEEL ROD PLACED 2 1/2" FROM BOTTOM OF COLUMN, ADDITIONAL CONCRETEz ' ^ D MIX IS PLACED AROUND BASE OF COLUMN THEN BACKFILLED WITH SOIL AND COMPACTED AT 8" INTERVALS. `/ a SPLASHBOARDS - SPLASHBOARDS ARE NO. 2 OR BETTER SOUTHERN YELLOW PINE 2"x8° S2S AND CENTER I 1 MATCHED, PRESSURE TREATED TO NET RETENTION OF .6 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER L. 1 ARSENATE TYPE III, OXIDE TYPE, IN ACCORDANCE WITH AMERICAN WOOD PRESERVERS' ASSOCIATION SPECIFICATION Z V C2. ONE ROW IS FURNISHED FOR BUILDING ON A LEVEL SITE. FRAMING LUMBER - SIDE NAILERS ARE 2°x4" 54S OR 2°x6" SPF NO.2 OR BETTER SPACED APPROXIMATELY 30" O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2"x4" S4S N0, 2 OR ALLH D I G >- wz BETTER ON EDGE SPACED APPROXIMATELY 24" O.C. ALL OTHER FRAMING LUMBER IS NO, 2 OR BETTER. z ROOF TRUSSES - 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 z UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH z .n = U CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING, CERTIFICATION OF ALL CONSTRUCTION SHALL W o TRIM - DIE-FORMED TRIM OF 0.019" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL NAILING & CONf1FCTIONS MEET THE REQUIREMENTS OF THE /IM tae REQUIRED. CODES OF NEW'YORK STATE. = o ON GABLES, RIDGES, CORNERS, BASE, WINDOWS, AND DOORS WITH SAME FINISH AS L) 0 ROOFING OR SIDING PANELS . GUTTERS - 5" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, KYNAR 500/HYLAR 5000 APPROVED AS NOTED UNDERWRITFOc CERTIFICATE FINISH TO MATCH TRIM, ON BOTH SIDES OF THE BUILDING. _ REQUIRED GATE: 8.P.1 a4G76� O U BUILDING DESIGN CRITERIA FEE: BY: c m ci ADDITIONAL NOTES :ODE: 2002 BUILDING CODE OF NEW YORK STATE NOTIFY BUILDING DEPARTMENT AT d USE GROUP 5-1 OCCUPANCY OR 765.1802 8A TO 4P FOR THE L . i 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS INCORPORATED AS PART CONSTRUCTION TYPE V-B �' FOLLOWING INSPECTIONS: Q E LOOR AREA 864 SQ. FT. r, OF THESE DRAWINGS. MEAN ROOF HEIGHT 14.5 FT. USE IS UNLAWFUL 1. FOUNDATION - TWO REQUIRED z EIUILDING CATEGORY II FOR POURED CONCRETE Q N 2.) ALL INTERIOR PARTITIONS AND ROOM FINISHES IF NOT INCLUDED WITH THESE DRAWINGS SHALL BE PROVIDED I IVF ROOF LOAD DC-SIGN * 38 PSF WITHOUT GF RTIFICATE 2. ROUGH • FRAMING 6 PLUMBING I . 1 w 1 JIND SPEED Vas 120 MPH 3. INSULATION a OF OCCUFAN 4. FINAL - CONSTRUCTION MUST BY OWNER. STANDARD FINISHES SHALL HAVE LESS THAN 200 FLAME SPREAD RATING AS REQUIRED BY WIND IMPORTANCE FACTOR 1.0 BE COMPLETE FOR C.O. J EXPOSURE CATAGORY B ASTM E84 FOR ORDINARY CONDITIONS AND 25 OR LESS FOR EXITS, PASSAGEWAYS, AND CORRIDORS. IJTERNAL PRESSURE COEFFICIENT 10.18 ALL CONSTRUCTION SHALL MEET THE Q o EIUILDING DESIGN CONDITION ENCLOSED REQUIREMENTS OF THE CODES OF NEW 3.) FLOOR COVERINGS JUDGED TO REPRESENT AN UNUSUAL HAZARD SHALL MEET THE SAME TESTING PROCEDURES ZONE 1 14.9, -23.7 PSF YORK STATE. NOT RESPONSIBLE FOR COMPONENT & CLADDING ZONE 2 14.9, -50.1 PSF DESIGN OR CONSTRUCTION ERROR& AS REQUIRED FOR WALL AND CEILING FINISHES. MND LOADS ZONE 3 14.9, -50.1 PSF ZONE 4 25.9, -28.1 PSF TYPICAL LUMBER SPECIFICATIONS - 1997 NDS 4.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED DIFFERENTLY CN SPECIFIC ZONE 5 25.9, -34.7 PSF DRAWN BY: 1/1 RW SIZE DESCRIPTION BENDING VALUE F6 2"x4" NO.1&2 SPF 1313 PSI DATE: 1/13/03 JOB DRAWINGS OR SUPPLEMENTAL INFORMATION, 2"x4" 2100f MSR SHE 2100 P51 CHECKED BY: JS 5.) KYNAR 500 IS A REGISTERED TRADEMARK OF ELF ATOCHEM NORTH AMERICA, HYLAR2'x6" No.1&2 SPF 1138 PSI 'SNOW LOAD CALCULATIONS 2x6' NO. 1 SYP 1650 PSI DATE: 1/15/03 5000 IS A TRADEMARK OF AUSIMONT, USA. Ps = 0.7 x Ce x I x Pg x Ct x Cs 2"xB" NO. 1 SYP 1500 PSI REVISED DATE: 8/20/03 Ce = SNOW EXPOSURE FACTOR = 1.0 1x10' NO 1 SYP 1300 PSI I = IMPORTANCE FACTOR = L0 2'x12" N0, 1 SYP 1250 PSI REVISED DATE: Pg = GROUND SNOW LOAD = 45 P.S.F. ALL 1950f MSR SYP 1950 PSI REVISED DATE: Ct = THERMAL FACTOR = 1.2 1 1 2'x16 LAMINATED VENEER LUMBER 2800 PSI CS2x4KK 10-00 Cs = ROOF SLOPE FACTOR = LD 3 1 2"x15' GLU-LAM 1650 PSI REVISED DATE: Ps = 0.7 x 1.0 x 1.0 x 45 psf x 1.2 x 1.0 = 37.8 psf 51 4"x161 2 GLU-LAM 2400 PSI 51 h"x191 2' GLU-LAM 2400 PSI NOTE: HIGHER GRADE MATERIAL REQUIRED AS'NOTED ON PLANS. :r"xexOF NEW;yO e 25 2003 �Pti�. . .... T SHEET INDEX d I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN- FOR 46 �T1�,•E B SHEETDESCRIPTION THIS BUILDING WAS PREPARED BY ME OR UNDER MY ?. E DIRECT SUPERVISION ANDT M A DUELIC NSED/ " 1 OF 4 SPECIFICATIONS & SHEET INDEX REGISTERED PROFESSIQNA ENCI ER. 2 OF 4 COLUMN PLAN & ELEVATIONS u,�/ 3 OF 4 SEC (IONS, DETAIL, & FASTENING SCHEDULE RQNALD L. SUTTpN, RE 4 OF 4 SEC PION & TRUSS DRAWING DATE. , t2 .03 REG, H , 5�� 19 SCALE: SHEET NO. 1 OF 4 OFFICE: ol 3'-0" WIDE 3'-0" WIDE 3'-0" WI2 & DE --II 3'-0" WIDE CUTCHOGUE, NY (ZONE 2 & 3) � (ZONES 2 & 3) (ZONE 3) y (ZONES 2 & 3) (ZONE 2) �{ SHINGLE OVER (ZONE 1) VENT-A-RIDGE 128-0684 (ZONE 3) FIBERGLASS SHINGLE ROOF T#150 DRIP EDGE —' T#144 FASCIA TRIM (ZONE 2) (ZONE 3) V O a 5' O.G. GUTTERSrl 1"x8" T&G CEDAR SIDING 1"x8" T&G CEDAR SIDING 1"x4" CEDAR TRIM I w I 1"x4" CEDAR TRIM ^ - M p VA O w m Z 1I lig 30'-0" WIDE (ZONE 4) 0' WIDE 72 18'-0" WIDE (ZONE 4) L , WIDE C. z 3'-0" WIDE J (ZONE 5 3 (ZONEI 5)E (ZONE 5) L� a (ZONE 5) Z NORTH ELEVATION EAST ELEVATION w 3'-0" WIDE 3'-0" WIDE 3' WIDE 3'-0" WIDE -' (ZONES 2 & 3) (ZONEE 2 2 & 3) � FL (ZONES 2 & 3) (ZONE 2 & 3) � (ZONE 2) --{ SHINGLE OVER (ZONE 1) VENT-A-RIDGE FL (ZONE 3) FIBERGLASS SHINGLE ROOF 12T#150 DRIP EDGE (ZONE 2) 6 T#144 FASCIA TRIM > (ZONE 3) z o - 5" O.G. GUTTERS 1"x8" T&C CEDAR SIDING 1"x8" CEDAR SIDING 1"x4" CEDAR TRIM ® 1"x4" CEDAR TRIM - o - 4-- 1B'-0" WIDE (ZONE 4) S O } 30'-0" WIDE (ZONE 4) 3'-0" WIDE 3'-0^ WIDE `� 3'-0" WIDE J 3'-0" WIDE (ZONE 5) (ZONE 5) (ZONE 5) (ZONE 5) WEST ELEVATION SOUTH ELEVATIONCi Q 0 ® O L�2' 7 6" Y-fi" 7'-6" 5'-10 1/2"AV-0" VENTED SIDEWALL OVERHANGS a1'-D" NON-VENTED ENfIWALL OVERHANGSN�' 23'-9COLUMN PLAN LEGEND2'3 -9 18"p 18"0 18"0 118,6 7 7 T 7 7 18"01 0 - 3-2"x6" LAMINATED COLUMN LOCATION Q - 3068 9-LITE 9100 WALKDOOR W/ LOCKSET & CROSSBUCK A Q - 12'x10' SINGLE SLIDING END DOOR 3 B B Qi - 24' S.C. TRUSSES ® 7'-6" O.C. TYPICAL DRAWN BY: 844 RW ^ Qi 3 3 Qz - CONTINUOUS 2"x4" LOWER CHORD TRUSS TIES & 2"x6" t5'-101/2" — 18"0 DIAGONAL END BRACES APPROXIMATELY 8'-0" O.C. TYPICAL DATE: 1/13/03 - 81M BASE ANCHORS CHECKED BY: 18"0 - 18" DIAMETER FOOTING W/ `o C C 18"0 11'-11 8" THICK READI-MIX CONCRETE PAD, DATE: 4 4 PLACE A MINIMUM OF 8" READI-MIX REVISED DATE: — 18 0 ^ 7'-10 1/2" CONCRETE AROUND COLUMNS WHEN REVISED DATE: 7'-10 1/2" 18"0 SETTING. r REVISED DATE: o � o REVISED DATE: a m m ROUGH OPENING SCHEDULE 18"0 18"tb 18"m 18"0 0 0'_0 UNIT SYMBOL WIDTH HEIGHT 0'_0„ FROM LEGEND 37 3 4" 80 3 4" �.`x�QAl OF'NAE+w 1'0.p'*� EyP2gV'O L.SG . `f,Y 2 8 r d 5-10 1/2' SCALE: 1' O o ^ -i iI7 N ry - _ SCALE: AS NOTED COLUMN PLAN SHEET NO. 2 OF 4 �I SHINGLES OFFICE: CU TCHOGUE, NY �i 1/2" COX PLYWOOD SHEA TE RPRATHING JOB N0. MEMBRANE ROWS °BEGINNING ATROVE HANG WITHING 128-0684 (1) LAYER OF 15# ROOFING FELT ON THE REMAINDER OF THE ROOF Q 2"%4" PURLINS 16" O.C. W/ HCH18 CLIPS ("°. 2 SPF) "x4" BEV, PDRLIN ROOF STRUCTURE FASTENING SCHEDULE U WIRE MESH N QI 1/2" CDX PLYWOOD TO 2 'x4" PURLINS 7 3/4" R.S. NAILS ® 12 O.C., 6" O.C. © PANEL EDGES w� o20 ga, GALVANIZED PURLIN CONNECTORS #9 x i" TRU-GRIP SCREWS r� n Q 2"x4" PLRLINS TO TRUSS 0.200" -x6" (60d) RING SHANK NAILS IN PRE-DRILLED HOLE ^� 24' S.C. TRUSS HCH18 CI IPS TO 2"x4" PURLINS 4) 0.131" (8d) x 1 1/2" RING SHANK NAILS "„ m SOFFIT - 5� HCH18 CLIPS TO TRUSS 4) 0.131" (8d) x 1 1/2" RING SHANK NAILS m SOFFIT 'F' CHANNEL (2) 1/2°x5 1/2" M. BOLTS & (2) 1/2"x5 1/2" MACHINE BOLTS V z 2"x6' OVERHANG NAILER 4 20d R.S. NAILS © © 24' STRAIGHT CHORD TRUSS TO COLUMNEd (4) 0.177" x 4" (20d) RING SHANK NAILS Oz 1"x8" T&G CEDAR SIDING 1, a 1/2" CDX PLYWOOD SHEATHING BUILDING WRAP Lv 3-2"x6" LAMINATED COLUMN 1 1 2"x4" NAILERS @ 16" O.C. +® L 2100f MSR SPF L� WALL FRAMING FASTENING SCHEDULE —1 1/2"xi 1/2" VERTICAL BLOCKING 10'-0" AT COLUMN LOCATION Q GRADE TO HEEL46M BAST ANCHOR TO COLUMN 0.177" x 2-1/2" STAINLESS STEEL NAILS (3) PER ANCHOR > �_ 81M BAST_ ANCHOR TO COLUMN 0.177" x 2-1/2" STAINLESS STEEL NAILS (4) PER ANCHOR (4) 0.177" x 4" (20d) GALVANIZED RING SHANK NAILS @ SPLICE/ Z C, " s 2"x8" SP_ASHBOARD TO COLUMNJE""- (3) 0.177" x 4" (20d) GALVANIZED RING SHANK NAILS O STANDARD CONNECTION 2"x4" NA�LER TO COLUMN (4) 0.148" x 3-1/2" 16d) RING SHANK NAILS SPLICE/ z C, ® (3) 0.148" x 3-1/2" (16d) RING SHANK NAILS @ STANDARD CONNECTION z =' u END TRUSS TO 2-2"x6" END COLUMN EXTENSIONS (8) 0.177" x 4' (20d) RING SHANK NAILS — �? 2"x4" PURLIN TO END TRUSS 0.200" x 6" (60d) RING SHANK NAILS IN PRE-DRILLED HOLE = L� e (1) ROW 2"x8' TREATED SPLASHBOARD OOIV) W HCH18 CIIPS TO END TRUSS (4) 0.131" (8d) x 1 1/2" RING SHANK NAILS 4" CONCRETE FLOOR1 3/4" R.S. COIL NAILS 12" O.C. O INTERMEDIATE NAILERS ~ o CDA PLYWOOD TO NAILERS 5" O.C. 9 PANEL EDGES (DOUBLE NAIL @ VERTICAL EDGES) Z p i SOFFIT TD WALL INSERTED IN PRE-FORMED SLOT IN SOFFIT/HI-RIB CAP �' m FINISH GRADE �4" MINIMUMMPACTED GRANULAR BASE TT(IFASCIA T-50 MONEL STAPLES (2) PER PIECEHORSQ Q o CONCRETE FICOR NOTES I. ]500 PSI, 5 I/2 RAG MIX CONCflETE 2. REINFORCING: AWAY FROM WWM Z Q 3.)))))) SLOPE GRADE AWAY FROM NCE BUILDING 0' P PER /_r) 4'-O FOOT FOR A MINIMUM DISTANCE OF 10' PLUS m OVERHANG INOTH. 4,) WHEN A VAPOR RETARDER IS PROVIDED, PLACE A 0 MINIMUM fi MIL POLYE1HnENE VAPOR APOfl RETARDER ON V / a TOP OF A MINIMUM 4' COMPACTED GRANULAR BASE AND DIRECTLY RELOW THE CDNCREI FLOOR. (4) 46M BASE ANCHORS 8" THICK READI-MIX CONCRETE PAD. r, z_ PLACE A MINIMUM OF 8" READI-MIX CONCRETE AROUND COLUMNS WHEN Ld W w SETTING, a 18"0 2"x4" PURLIN J vi o 0 SIDEWALL SECTION A- A r 120 MPH. WIND SPEED (V3S) 60d R.S. NAIL DRAWN BY: 844 RW OA © USP HCH18 HURRICANE ANCHOR DATE: 1/13/03 FASTEN TO TRUSS AND PURLIN W/ (4) 8d x 1 1/2" NAILS CHECKED BY: (1 1/2" R S ) i DATE: 20 ga. GALV. PURLIN CONNECTOR D REVISED DATE: TRUSS 1"x8" T&G CEDAR SIDING 2"x6" UPRIGHT °• ��� REVISED DATE: \ REVISED DATE: 1/2" CDX PLYWOOD SHEATHING °, ' REVISED DATE: 2"x10" TRACK GIRT i a'`tfiOFINEW l,,, T#71 TRACK COVER 0 51M TRACK (1) #9x1" TRU-GRIP SCREW ON 7 2'-O" NEE 3"x4" TRACK BOARD TO GRADE IFIES ITEMS THAT ARE NOIT PEAK SIDE AND (2) ON EAVE 1 1/2"x2" BLOCK & T#74 -D BY MORTON BUILDINGS„ INC. SIDE OF PURLIN IN HOLES SHOWN �r ,� O: 1"x10" RIPPED TRIM BOARD t RCN BUILDINGS' SUBCONTRACTORS (JOINT MUST BE TIGHT BEFORE ;E THE OWNERS RESPONSIEBILITY. FASTENING CLIPS) D 2 1"x6TRIM BOARD" 3-2"x6" JAMB COLUMN 1 N ^� /2" PLYWOOD SHEATHING (BEYOND) 2"x4" BUTTED PURLIN DETAIL • SLIDING DOOR HEADER S-CTION B - B SCALE: AS NOTED SCALE. 1 SHEET N0. 3 OF 4 OFFICE: CUTCHOGUE, NY JOB NO. 128-0684 ' o U SHINGLES 1/2" COX PLYWOOD SHEATHING OO a © 2"x4" PURLINS 0 16" O.C. (4) 21/4" R.W. ORw� en� o 2"x4" BLOCK BETWEEN PURLINS 16d R.S. NAILS TE16 GABLE TRIM —� lO "x6" BEV. FASCIA w M 2 USP HCH1811URRICANE ANCHORS �/ T#194 TRIM Z (1) 20d RE. NAIL THROUGH V Z @ SOFFIT / / STRAP & IN 0 BRACE Z ® SOFFIT HI-RIB CAP 2' END BRA(E. STRAP W/ PRE-PUNCHED HOLES " a. KYNAR HI-RIB STEEL / / Z (BEND TO FI i) i+ 2-2"x6" E.C.E. / / 2"x6" DIAGONAL BRACING (3) 1 1/2" P.S. NAILS 24' END TRUSS / FASTENED TO COLUMN W/ LLJ / (4) 16d R.S. NAILS ------------------------ ----- --------------------- - 2"x4" TIES L7 ADDL 2"x6" NAILER �.7 w tj- J H z o t ; z � t2 V � W NOTE: ~� o GRADE TO HEEL THIS SECTION IS THE SAME AS �- SECTION A-A EXCEPT FOR THE of ITEMS AS NOTED. L� TRUSS DESIGN SPECIFICATION: -CI o TRUSS SPACING 7'-6" O.C. Truss has been designed by computer using the Purdue LIVE LOAD 38 PSF Plane Structure Analyzer IAW current standards and Z O DEAD LOAD 7 PSF specifications of recognized engineering principles. L7 an CEILING LOAD - PSF Trusses are manufactured by Morton Buildings, Inc, ' d TOTAL LOAD 45 PSF LUMBER SPECIFICATION (1997 NDS for Wood Construction): Lower Chard -- No. I K.D. - 19 Southern Pine LL Top Chord --- No 1 K D - 19 Southern Pine Web Members -- No. 1 K.D. - 19 Southern Pine ? _ TRUSS PLATE SPECIFICATION (IC80 Evaluation Report No. 2929): a FINISH GRADE ASTM A-653, Grade A 20 Go. and 18 Ga. where noted, 9X11 galvanized steel Morton truss plates identified by a -J pj P1.1 hexagon stamped every 1-1/4" along the center of the plate. Q p 0 RAFTER LENGTH 13'3-5/16" Webs are 2x4's lC 6 p. (4) 46M BASE ANCHORS 0 fDRAWN BY: 844 RW DATE: 1/13/03 CHECKED BY: 8" THICK READI-MIX CONCRETE PAD. Web# 1 4x5 12 DATE: PLACE A MINIMUM OF 8" READI-MIX 15"0 CONCRETE AROUND COLUMNS WHEN P1. �k 6 REVISED DATE: SETTING. 8A-j4, REVISED DATE: 16x8 Pt, 18 Ga. REVISED DATE: Web# 2 15x5 Pt 18 Ga. ENDWALL SECTION C-C REVISED DATE: 120 MPH WIND SPEED (V.I5) 13X8 PI. SCALE 112" = 1'-0" 18 Ga. 6x9 PL Of NEW f"', LC 2x8x12' ��rN�. ' Oqys• ¢* 2 *u CAMBER AT CENTERLINE Er ,off TRU SCALE' 1/12• = 1'-0" SCALE: AS NOTED SHEET NO. 4 OF 4