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Home My WebLink About30921-Z FORM NO. 4. TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-30988 Date: 06/17/05 THIS CERTIFIES that the building ADDITION Location of Property: 18 OSPREY NEST ROAD GREENPORT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No_ 473889 Section 35 Block 1 Lot 25 Subdivision Filed Map No_ Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JANUARY 25, 2005 pursuant to which Building Permit No_ 30921-Z dated JANUARY 27, 2005 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 ADDITION TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to PECONIC LANDING,INC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 97136C 04/29/05 PLUMBERS CERTIFICATION DATED N/A l Af oriqbd Signature Rev. 1/81 T) �{ Form No.6 TOWN OF SOUTHOLD .-- - BUILDING DEPARTMENT Q 2��5 TOWN HALL ; 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY" ��_ "^✓_ - -- J This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For neve building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. .Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains- less than 2/10 of 1°'o lead. 5. Conmtercial 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: L 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 I. Certificate of Occupancy- New dwelling$25.00, Additions to dwelling $25.00, Alterations to dwelling$25.00, Stvirmning 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 /Date. 7y^l,!5� New Construction: Old or Pre-existing Building: ✓ (check one) Location of Property: /8 &`c�A)p4;er eyc,/GL/�c�0/Uln House No. Street �� Hamlet Owner or Owners of Property: X40 j/- Suffolk County Tax Map No 1000, Section 0.3,15- Block CCC ( Lot 02s Subdivision Filed Map. Lot: Permit No. 309Z/ - ;�_2 Date of Pennit. O/fApplicant: Health Dept. Approval: iti/i_) Underwriters Approval: Planning Board Approval: A4e 9 Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: S 2 S Applicant Signature G,jx . 6 83yy C0 _1L30g88� 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. 30921 Z Date JANUARY 27 , 2005 Permission is hereby granted to : PECONIC LANDING #18 OSREY LANE GREENPORT,NY 11971 for ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 1205 MAIN RD GREENPORT County Tax Map No. 473889 Section 035 Block 0001 Lot No. 025 pursuant to application dated JANUARY 25 , 2005 and approved by the Building Inspector to expire on JULY 27 , 2006 . Fee $ 150 . 00 a4u-' Authorized Signature ORIGINAL Rev. 5/8/02 /'LCX:+ n- tr <"tf:+ r:'r:- :'•>^ :_fi;. .±. "'F,_ Fz, -:: �_ r f.- :i;,, .i,G:P, ,>S, .,�� , sl ysA t � L rvn r-� �, , v 1 , r c � ..✓. WW •,� -t 2 F �. f ?I \ -.t to ! y 1 iF•51i 1 9 -. 1 _ Al I ,�. 'k -. `Y, i \I ••�t L� r \ Electrical Inspection Certificate Issue Date Electrical Inspection Service,Inc. Application C.East Patchogue,New York 11772 (631)286-6642 4/29/2005 375 Dunton Avenue 97136C Issued To, Ms. Louise Downer Street: 18 Osprey Lane Vill 11944 Contractor: Shore Power. Contracting Lic. 31697-ME Was examined and found to be in compliance with the National Electrical Code. Commercial 0 NV Defects El Pool El 1 st Floor N Indoor El Basement El HotTub Residential El Det.Garage El Attic El 2nd Floor X1 Outdoor [9 Addition El Survey r� -L3 5 yam_ Dishwasher WasherlAmpsDryerlAmps Oven RangelAmps • '�Y:• `Y r oil Gas Circulators • Detector Amps Phase UGIOH • • Detector i I 1 Permit. , Other Equipment •1.111--{�=. , di President �. -•,�. +�. Rough Inspection: 03124/2005 Inspector: John McMahon Ill Final Inspection: 04/28/2005 Inspector: John McMahon Ill This certificate must not•: altered in any manner. Inspectors •: identified by their credentials. V - -,1; :;tl;'lli-.;,It l'•II1 Cl:p;yq;::pt..............II X11,. 111 11 Il'111::111:'111:::p•9;Cj:Il:11 It'Ili .11.11 :;II, It::}Il all;.; Z. I ' F �- , 0.- s i�` Fti'"r; 1 t"sem � �`- -17,1 i',:X.` Ivli�it�, m'0....:�.y,�t�,�,:i t� ri- tiJ� i,� `T�,•�1 {/ ••.� h.J�m'•. '�iT , •.I:n� 1 .i.E1 T.n ,?r, t '•t:'r�t•`'i,*x..�4..;;,,ate:=` plc r ,' >t� � t.Tr ,{:l"g�W -�.,,�'�.� L ,rw: r�E. �•sPs Iii ii,IG .v?I:1••r � Yn2 4 4 J'' •t" �; Q \�i 1: `"F �, i..ti. L, s. :\'r ••. L "n:�"/ t)S'\ •F,; t•y k, �',';y;••• _:�k �X�� . s 4� �i. ''sF'i: y �'c .lir:. �� _.', >>S� >:C4-' :,+., `s}•r�.. �. -ti';. � G, s,. .tt �,, oGjzC � 76S-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ],IN LATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: y DATINSPECTOR 5f so 302- 1 Z � TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ;�] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: O � o DATE 3 �r � INSPECTOR 30 �a,�- 76S-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 44�- tL �✓1-.25 L,a-i� DATE Y 05 INSPECTOR 765.1802 BUILDING DEPT. NSPECTION [ /FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION i REMARKS• ` - DATE r �� INSPECTOR Permtt Number Checked By/Dete Generated by REScheck Package Generator Compliance Certificate Energy Code: New York State Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Window-to•Wall Ratio: 0.13 Heating Degree Days: 5750 Report Date: =� Date of Plans:01/25/2005 Project Information: Builder Information: 18 Osprey Lane at Peconic Landing,Greenport,NY Frank W.Uellendahl 11944 Custom Island Carpentry PO Box 443,Moriches,NY 11955 631.477.8624 Caging: 38.0 0.0 Well: 17.0 0.0 Window: 0.450 Door: 0.350 Floor: 19.0 0.0 Statement of Comp//ence:The proposed building represented in this document Is consistent with the building plans,specifications, and other calculations submitted with this permit application.The proposed systems have been designed to meet the New York --3 State Conservation Construction Code requirements.When a Registered Design Professional has stamped and signed this are a t to the best of his/her knowledge,belief,and professional judgment,such pions or specl8cations are In con ca th Bull est Company Name Date �r Page 1 Generated by REScheck Package Generator REScheck Inspection Checklist Callings: ❑ Ceiling 1:,R-38.0 cavlty Insulation Comments: Abov"rads Walls: ❑ Wall 1:,R-17.0 cavity insulation Comments:upgraded to R-21 Windows: ❑Window 1:,U-factor:0.450 For windows wltitout labeled 1.1-factors,describe features: #Panes_Frame Type Thermal Break?_Yes_No Comments: Doors: ❑ Door 1:,U-factor.0.350 Comments:Front door exempt Floors: ❑ Floor 1:,R-19.0 cavity insulation Comments:upgraded to R-21 Air Leakage: ❑Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. ❑ Recessed lights must be 1)Type IC rated,or 2)Installed Inside an appropriate alr-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from Insulation. Vapor Retarder. ❑ Required on the warm-in-winter side of all non-vented framed ceilings,wells,and floors. Materials Identification: ❑ Materials and equipment must be Installed\plalnVNs20 In accordance with the manufacturers installation instructions. ❑ Materiels and equipment must be Identified so that compliance can be determined. ❑ Manufacturer manuals for all Installed heating and cooling equipment and service water healing equipment must be provided. ❑ Insulation R-values and glazing U-factors must be dearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts In unconditioned attIcs or outside the building must be insulated to R-8. ❑ Return ducts In unconditioned attics o outside the building most be insulated to Rd. ❑ Supply ducts In unconditioned spaces must be Insulated to R-8. ❑ Return ducts In unconditioned spaces(except basements)must be insulated to R- ❑ Return ducts In unconditioned spaces(except basements)must be Insulated to R-2. .Insulation Is not required on return ducts In basements. Duct Construction: ❑All Joins,seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives), mastic-plus-embedded-febdG or tapes.Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal Joints and seams on ducts operating at less than 2 In.w.g.(500 Page 2 Pa). ❑ Ducts shall be supported every 10 feet or In accordance with the manufacturers Instructions. ❑ Cooling ducts with exterior insulation must be covered with a vapor retarder. ❑ Air filters are required in the return air system. ❑ The HVAC system must provide a means for balancing air and water systems. Temperature Controls: ❑ Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: ❑ Separate electric meters are required for each dwelling unit. Fireplaces: ❑ Fireplaces must be installed with tight fitting non-combustible fireplace doors. ❑ Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: ❑ Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral ! heat trap or is pan of a circulating system. '� ❑ Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: ❑ Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: ❑All heated swimming pools must have an onloff heater switch and require a cover unless over 20%of the heating energy is from nondepletable sources.Pool pumps require a time clock. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105"F or chilled fluids below 55°F must be Insulated to the levels In Table 2. Page 3 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness In Inches by Pips Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature(°F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness/or HVAC Pipes.Hot Water Pipes Fluid Temp. Insulation Thickness In Inches by Pipe Sl Piping System Types Range(°F) 2"Runouts V and Less 1.25'to 2.0" 2.5"to 4" Heating Systems Low Pressure/lamperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120.200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Belo 40 1.0 1.0 1.5 1.5 r l NOTES TO FIELD:(Building Department Use Only) Page 4 FIELD INSPECTION REPORT DATE COMMENTS W FOUNDATION (IST) - - - - - - - --- - - ------ - - --- - = ,:.� x -------------------------------------- ck --- FOUNDATION (2ND) - - ch>m z (✓.✓r1- �-z-�maf o-,& 9� c l T d -- - - - N ROUGH FRAMING& ------ - - - m PLUMBING --- --- -------- - - ar - - m INSULATION PER N. Y. - - STATE ENERGY CODE ---- - -- - --- - - - --- - ------ --- Go FINAL ADDITIONAL COMMENTS Z rz Z � X O z 2 to r o a TOWN OFSOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDNG DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. 3gal ei Check Septic Form N.Y.S.D.E.C. Trustees Examined,20 0$- Contact: Approved 20 b S Mail to: u�L E�VTJ.�7/{ir Disapproved a/c Phone: 6;3(. 477 gog � Expiration,20 O,tv Building Inspector JAN 2 5 --' APPLICATION FOR BUILDING PERMIT Date 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building InspeEtor will issue a Building Permit to the applicant. Such a pemrit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in pan,for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building pernut 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 remal demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, hos code, and re lations,and to admit authorized inspectors on premises and in building for necessary inspections. V (Signature of applicant or name,if a corporation) A0133110, 99-r (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No.LES W1--9 c�h' 0 __�52 (oy Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: #/9 CiStP2C-y Gfj,tJ� i LGrCr7C L�3r�?J/[, ��EENPo(zT' House Number Street Hamlet County Tax Map No. 1000 Section Jr Block -fit ��✓ Subdivision Filed Map No. (Name) 2. State existing use and occupancy of premises and inter:ded use and occupancy of proposed construction: a. Existing use and occupancy ,RESIT>�� Tii r' b. Intended use and occupancy L 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost I D 20 Fee �/J�d — (To be paid on filing this application) 5. If dwelling, number of dwelling units___,/ Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. J � J 7. Dimensions of existing structures, if any: Front .52 Rear 52 Depth 54. 33 Height .v 22.JS J Number of Stories / Dimensions of same structure with alterations or additions: Front ✓c2' Rear 2 Depth l00 SJ Height -v 2Z 7rjNumber of Stories / � '� J 8. Dimensions of entire new construction: Front /:57, 7 Rear /-9 ] Depth Height v /3' Number of Stories % 9. Size of lot: Front Rear Depth 10. Date of Purchase -2zyc`J Name of Former Owner 41/9 11. Zone or use district in which premises are situated f10 ` /T�1%6&7 0EN`jlT� 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO 13. Will lot be re-graded? YES NO /Will excess fill be removed from premises? YES ✓ NO v7 < Looms ,UY//5fZ 14. Names of Owner of premises )Jdj'Fr( 4p6/eKddress Phone No. 5/4, A� _¢2-77 Name of Architect FZ?A' UK CUELLt A9HL Address/27B3/4 No 431. ¢77,93624 Name of Contractor 1.e5 G(/fr1rh Address 1964Sz_4 hone No. 1v.3l.258.37`7 .(lY iJ 995 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16, Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OFSUS �i��rt �r�G G�/EGLEti�AHL ding duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, �. (S)He is the /)eCA/lTEGT (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 performed in the manner set forth in the application filed therewith. SwoXbefore me thi _day of 20� N t Public Signature f Applicant BONNIE J.DOROSIO Notary Public,State Of New1Mk No.O1DO6095328,Sutfolk Counq Term Expires July 1,20 tea, IDr Applicant/ Date. Owners Name:,. D0 W n-e r' Revievaed: Architect/ Date - 9 Submitted: SCTM M: District: 1.000 Scctiolt: � 131ock: �_ l,ol: Project PSubdivision Location: 19, 0 fe",d�L; ( zUx • Nance: e sin&le& separate Required Q cer(lfcation: lyes f No) Rcq. / Req. %ooing District: Actual: ✓ l (I.ol coverage I'rulxsyil� 1 Req. Rcq. Req (Front Pard roposed: (Side Yard Proposed: I (Rear Yard Proposed-_ l Project Description: AGENCUER(ITS Permit RES2UIRED FOR REVIEWN.A. BYO CIES Number Suffolk County Health Dept. Now York State. D. E.C. Town Trustees Town Zoning Board approval: $,Y• Town Planning Board approval: Flood Plane Elevation??? Flood Zone: _ x( =T-�"' �/7W Not6s-.- AP7-77,'ED a^ NOTED DATE: F FEF. AT 765-'c E ;A` THE 1. F. ,,CATION - F ; -IOUREC =E 2. RC,,J`6h 3. 1NS'.;_A T ION 4. FINNS - CG`S , i .;" :,T BE CCVPlETE EnF.; ALL CC! RUCTION' SHA MEE THE REQUIREMENTS U-�` �F'; '�F NEW YORK STATE. N07 s '''' FOR DESIGN OR CONSTR ;, -,RS. GENERAL NOTES DESIGN CRITERIA: LIVING ROOM EXTENSION TO UNIT #18 I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN GROUND SNOW LOAD 45 PSF. HERMITAGE II ACCORDANCE WITH THE NEW YORK STATE UNIFORM LIVING AREAS - 40 PSF. BUILDING CODE, AND THE NEW YORK STATE ENERGY SLEEPING AREA - 30 PSF. CONSERVATION CODE, AND LOCAL AUTHORITIES. WIND SPEED - 120 MPH C5 '8 2. ALL LUMBER SHALL BE GRAPE STAMPED DOUGLAS FIR- SEISMIC DESIGN CATEGORY B LARCH STRUCTURAL GRADE 2 OR BETTER. WEATHERING - SEVERE FROST LINE DEPTH - 36 PEWNIC 3. ALL DIMENSIONS AND Gr�44E CONDITIONS TO BE TERMITE - MODERATE TO HEAVYWSR ONISTRNCTBONCANDRORY - SLIGHT DERING OFONATERIALS�T OF CF SHIELD UNDERLAYMENI REQUIRED YES LANDING 0 4. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER DESIGN IN ACCORDANCE WITH AMERICAN FOREST r � ROUTE 25 BY TRIPLE UPRIGHTS. ALL HEADERS TO BE PRODUCTS WOOD FRAME CONSTRUCTION MANUAL L �JEllGREENFORT, NY MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. FOR 1&2- FAMILY HOUSE Y�1J', 1 5. PROVIDE FLASHING AT ALL ROOF BREAKS, PRESCRIPTIVE DESIGN METHOD. CHIMNEYS SKYLIGHTS, EXTERIOR DOORS, WINDOWS — g AND DECKS ETC.. ARCHITECT 6. DO NOT SCALE DRAWINGS. (RANK UELLENDAHL o P.o.eoz Sts EXISTING GREENPORT, NY 11944 7. DESIGN CONSULTANTS OR RECORD ARCHITECT- TEL: 631-477 8624 ENGINEER ARE NOT RESPONSIBLE FOR THE FAX: 631-477 2997 INSPECTION SUPERVISION OR ADMINISTRATION OF Z: AND LOCAL$ZONING AND BUILDING CODE COMPLIANCE OWNER SHALL BE THE RESPONSIBILITY OF THE TS Joseph & Louise DOWNER CONTRACTOR. 8. THIS DRAWING IS AN INSTRUMENT PREPARED TO ,NNY�11542 WINDOW SCHEDULE GLEN COVE, FACILITATE CONSTRUCTION AND SHALL NOT BE 3 TEL 516-759 4277 CONSTRUED AS A CONTRACT BETWEEN BUILDER AND Y OWNER. WINDOWS ARE ANDERSON PRODUCTS GLAZED AS WINDBORNE DEBRIS IMPACT RESISTANT UNIT ASSEMBLIES WITH HIGH RED ARC 9. ENGINEER TO BE NOTIFIED IN WRITING OF ALL STRENGTH .090" FNB HIGH PERFORMANCE LAMINATED GLASS. ELF i CHANGES PRIOR TO AND DURING CONSTRUCTION. THE GLAZED OPENINGS MEET THE REQUIREMENTS OF THE L � 10. ELECTRICAL AND MECHANICAL COMPONENTS TO BE LARGE MISSILE TEST OF ASTM E 1996. THE DESIGN PRESSURE — — OF THE PROPOSED UNITS IS +50 -65 OP. DESIGNED AND SPECIFIED BY OTHERS. A — 41 WINDOWS ARE INSULATED AND WEATHERSTRIPPED. 11. CONTRACTOR SHALL OBTAIN ALL PERMITS AND SCREENS AND UPPER GRILLES IN DH-UNITS TO BE PROVIDED INSURANCE NECESSARY TO PROTECT THE ENGINEER WHITE HARDWARE _ AND OWNER. SKYLIGHTS = VELUX PRODUCTS WITH IMPACT RESISTANT GLASS T 1 N _ Mark Size Description Quantity W-I FWG608ORGLIDING PATIO DOOR I NEW PROPOSED I �j W-2 TW 2-2862 DOUBLE-HUNG WINDOW 3 t W-3 VSE 606 VENTED SKYLIGHT, 44-3/4"X47" 2 s MOTORIZED g S DRAWING SCHEDULE PROPOSED LIVING ROOM EXTENSION WITH GAS FIREPLACE 0 0 d A-0 TITLE SHEET - DESIGN CRITERIA - GENERAL NOTES GATE 01/25/2005 A-I SITE PLAN - LOCATION PLAN SCALE: NTS A-2 FLOOR PLAN - FULL OVERVIEW 1/8" SCALE A-3 FOUNDATION PLAN TITLE SHEET A-4 PROPOSED PARTIAL FLOOR PLAN - 1/4" SCALE x Design Criteria A-5 CROSS SECTION BUILDING PERMIT APPLICATION - General Notes A-6 CRITICAL PATH - CONNECTORS � A-7 NAILING SCHEDULE - FRAMING NOTES JANUARY 25, 2005 s DWG. NAME _ A-8 PROPOSED NORTH ELEVATION a A D A-9 EXISTING NORTH ELEVATION FRANK W. UELLENDAHL, ARCHITECT PO BOX 316 GREENPORT, NEW YORK 11944 DWG. NO 8� F LIVING ROOM 40 — LX I EN5ION TO UNIT #18 � �3 FF __ ;-- �: - HERMITAGE II fZ LONG ISLAND w yl00 : SOUND j W w 18 -'` PECONIC LANDING �S 3G 37 3Y s 5 yj w ROUTE 25 GREENF'ORTr NY C013AGE \\ Z oo," S� ARCHITECT FRANK DELLENDABL ® ��mu�ll� !I P 316 GREENPORT: NB011944 KS '� CetrEBr 7 9� TEL 631-477 6624 FAX. 631-477 2997 - — z U1(01 OWNER / 1.06.5 16 G0i O G7 O L7 �� Joseph & 16°RABBIITTWRUN i z e< : _-� t1t8C QLEN C0`F N: 11542 TEL 516-759 4277 4 _ FF EL37.00 i .�. 58J1 NS 1.16. Public/ Semi—Private t _ Goff I A �\' �' Course Q 1 5 108Y 4 - 11 FF E=35.00 `�/� Ir �•\ f� 11`'� Q Q I o DATE: 01/25/2005 z ROM25 Nl SITE PLAN Yp —: \ 5roe4hMe` N x LOCATION PLAN y DWC. NAME S\OR�AOE 0.. . 1, 1 . D ADDITION DwG. No A - 1 9 LEGEND m LIVING ROOM EXTENSION T EXISTING WALL O UNIT #18 1-8 1/2' NEW WALL HERMITAGE II PROPOSED CONC. t S '8 T --- PATIO PECONIC LR fXTENS(ON LANDING I I r-- ---- ------- ROUTE 25 ---- ----; GREENPORT, NY REMOVE DOOR i o ARCHITECT MASTER BEDROOM ' � i 9FRANK UEENDH - -- _ BREAKFAST P.O.BO% 316 '— NOOK CREENPORT, NY 11944 TEL: 631-477 8624 ! r � FAX: 631-477 2997 I � I I INSTALL GAS FIREPLACE t OWNER I� r-- n g Joseph & Louise DOWNER t__1 16 RABBIT RUN UVING ROOM u GLEN COVE, NY 11542 WI.C. I ! , 3 TEL: 516-759 4277 _ KITCHEN 00 RED AR o, r1 'I I'I [ED CLOSE OPENING 00 i EI u, L---' L --- --------- --- -I M. BATH Q -- -- - MECH. RM. r I , ----- - I I __ I i I I S z I I J GUEST BEDROOM III FOYER TWO CAR GARAGE ` 1 1 I r �o IL - o STUDY g o -- ---- -------- DATE: 01/25/2005 J f + `--- -------------� � SCALE I/8" = 1'-0" = FULL OVERVIEW FLOOR PIAN DWG. NAME 52'-I° A - 2 DWG. NO LIVING ROOM OA LEGEND EXTENSION EXT'G fOUNDAT0IN � lU UNIT X18 r te -5 T 17'-31/2' 2'-51/r _ NEW FOUNDATION HERMITAGE II 18 8" POURED CONCRETE PECONIC FOUNDATION WALL - - - - - -, - - - - - - LANDING 16X8 VENT CENTERED ON WALLI - — — -- — — — — - 16X8 VENT CENTERED ON WALL PROPOSED CONIC. I PATIO ROUTE 25 185 SF GREENPORT, NY I � ARCHITECT C3 o ffi FRANK UELLENOPHL �_ P.O.BOX 316 ® ® , GREENPORT, NY 11944 N — — -- — - - — — — -- — ,'� kf ^.r %, TEL 631471 8624 FAX: 631-477 2997 r8 o 0 0 OWNER CRAWL SPACE Joseph & Louise DOWNER 2" CONCRETE DUST COAT 16 RABBIT RUN 'S GLEN COVE, NY 11542 — — — -- -- — — .— 3 TEL. 516-759 4277 PREPARE 24" X 24" OPENING FOR ACCESS TO CRAWL SPACE e q I AND VENTILATION OPENING TO BE CENTERED UNDER EXISTING SLIDING DOOR I FOUNDATION NOTES v STRENGTH = 3000 PSI AT 28 DAY ASTM C-94 READY MIX CONCRETE. ( ( y ALL FOOTINGS, FOUNDATIONS, ETC SHALL s f O REST ON UNDISTURBED SOIL. o ALL FOOTINGS AND FOUNDATIONS SHALL BE FORMED. EXISTING CRAWL SPACE NEW FOUNDATION/CRAWL SPACE 3 4" SUBFLOOR, NAILED AND GLUED EXT'G FOOTINGS NOT SHOWN 2X10 FLOOR JOISTS ® 16" O.C. DATE: 01/25/200 R-19 INSULATION 2"X6" TREATED SILL SCALE: /+' = 1'-0' 2" CONCRETE DUST COAT I 6 MIL POLY VAPOR BARRIER ON COMP. GRAVEL PROPOSED 1'-4" X 8" POURED CONIC. FOOTING W/ KEYWAY FOUNDATION PLAN SILL SEAL TERMITE SHIELD DWG, NAME A - 3 FOUNDATION PLAN NO ® PROPOSED CONSTRUCTIONO LIVING ROOM 2'-514° 1-3 I/2 2-5 1/2 + 5'-21/2' 6'-101/2' 1 5-21/2" o EXTENSION ELECTRICAL LEGEND W TO UNIT #18 GP DUPLEX RECEPIACLE OUTLET — _ _ _ _ HERMITAGE II - $ SWITCH TW 2-2862 -- - - -- - - - - - o EXTERIOR LIGHT t�� PROPOSED CONC. SURFACE MOUNTED CEILING FAN S — HEADER: ZIP PATIO N i8 185 SF "MNIC 'PROPOSED LANDING LR EXTENSION Y? EXISTING WINDOWS TO REMAN L 'AT CEILING / o ROUTE 25 — - - - - - - - - - - - - - - -- - - - - II „ 25s �ETSF Q F"MAW = GREENPORT NY - - - TW 2852 TW 2852UNE OF GUM AM 9 - ARCHITECT 9 FRANK UELLENDAHL SKYLIGHT ABOVE _�KYLICHT ABOVE m P.O.BOX 316 REMOVE EXIST'G DOOR r - CRFENPORT, NY 11944 3 h AND CONVERT INTO CLOSET CLOSET I I = f - _ _ _ _ _ _ sz TEL: 631-417 8624 FAX: 631-477 2997 ADD CROWN MOULDING —� I e e IN MASTER BEDROOM AND DRESSING AREA _ VS 606 I yS 606 I•- OWNER - - - - - - - Joseph k Louise DOWNER II EXISTING L_ — — — — _ L - - - - J 1 6 I 1 GLEN COVE,16RABBI RUN MASTER BEDROOM 2"X 12" R.R. ®16" O.C. z"Xlz" R.R. ®T6° O.C. X11 I' - s TEL 516-759 4277 1 350 NET, F L - - - - - - - Ll �pLDAl E Fri GLAZED AREA REOU'D: 88 OF 350 = 28.00 SF _ - - - GLAZED AREA PROVIDED: 31.44 SF 3'-11° - - - - - - - - HEADER S- 14' 8' - - - - - - - - 3'-11' BREAKFAST � W. VENTILATION REOU'D: 4% OF 350 = 14.00 SF HEADER: NAT. VEN1ATION PROVIDED: 17.64 SF r o 5'X11' GLUED-LAMINATED BEAM NOOK (2) JACK STUDS 11 ADD CCRROAWN MOULDING 3I I I I I I r i 1 PROPOSED L — — — — — — -T — — — — — — — - - 36' TOP VENTED L DIREC VENT F- — — — GAS FIREPLACE 5 g W.I.C. J_j D S LIVING ROOM KITCHEN W.I.C. o = I i REPLACE CROWN MOULDING —� & L O J� DATE: 01/25/2005 t . W SCALE: 1/4' = I'-D' EIL CLOSE OPENING OOH PROPOSED f 6 PARTIAL ELOOR PLAN DWG. NAME - - - -I L - - — — — — — -- - ---_ — — — — — — — - — — — — — -� ii A - 4 M. BATH ® DWG. NO ROOF - LIVING ROOM ASPHaLr swec Es ra MArrH EXISTG ROOF o EXTENSION FOLLOW MANUFACTORER S GUIDEIX4E FOR INSTALIAiION: -% a, 15 IN 12FOELMPH REGION: 6 NAILS PER SHINGLE fiEau D UNIT #18 112 S FELT sHEAnmic 12x ti Ee�'" HERMITAGE II 2 X12' ROOF RAFTERS ® 16 O.C. I w R-38 INSULATION (2) 4047'VENTED SKYLIGHTS, MOTORIZED Irl•GYPSUM BOARD I -0 VENTEO BOARHANG MATCH EXISTG. VENTED SOFFIT, FACIA DD g GUTTERS L SKYLIGHT SKYLIGHT �P�E�WNIC WALL STUD® 16' OCT I iL _ _ YU\DING 2 1/2'COX PLYWOOD c°rr HOUSEWRAPZ SMG r0 MATCH EXISTING ROUTE ROUTE 25 7/16' - MINIMUM PANEL THICKNESS REQUIRED 7 (.- � , - GREENFORT V R-z1 INSULATION �., � , NY I/2' GYPSUM BOARD RIDGE TENSO SIRAPS EACH RAFTER (2) 2x12 RIDGE B _ LOUVER - ARCHITECT -A _l-7, t_i_ k x Y_X 1Y_ - m FRANK UELLENDAHL MATCH EXISTING ROOF PIC' P.O.BOX 316 VERTIFY IN FIELD /J � � 7 III (2) 2X6 POST GREENPORi, NY 11944 TEL 631-477 8624 MEAN— ROOF— HEIGHT — — OF — ADDITION: 13'-0" — HIP RAFTER SIZES FAX: 631-477 2997 I �0 i FRa41N 2«12 NnFx o Ie O.C. IR THE No OWNER EXISTING (2)2«12 HP RWR �. } '" GYP BOAR _ Joseph h 16 RA BIT RUN ATTIC I6 RABBIT RUN GLEN COVE, NY 11542 __NIL , � - 3 TEL 516-759 4277 lim 2 � cL m 0A10 awj*w Nu BM 0TO aaca SLIDING DOOR PROPOSED 2 HALF WALL LR EXTENSION = fXISTINC 2X6 TREATED Su PLATE Y I I I kJGN NEW EXiI Vo E.L. LIVING ROOM y LL __LLL_ ��_JJJ GRADE 23 FOUNDATION ANOCRAWL SPACE — -- --- --` - - - - - - -- - - - - — - _ — Q— _- - - -- - - - - - - - o TO MATCH EXISTING CONDITION EXISTINGNEW V CRAWL SPACE CRAWL SPACE 2 iy FOUNDATION CRAWL SPACE �& DATE: 01/2512005 HARD WOOD FLOOR, BUEACHEO TO MATCH EXT'C CARPET a SCALE: 1/4' = 1'-0' 3/4' SUBFLOOR, NAILED AND GLUED W 2k10' FLOOR JOISTS 0 16' D.C. ,,; _ PROPOSED R-19 INSULATION PROPOSED CONSTRUCTION 3= 2'X6' TREATED SILL CROSS SECTION NCRETE DUST COAT 6'MIA POLY VAPOR BARRIER ON COMP. GRAVEL I . ( 1'-4' X 8' POURED CONC. FOOTING W/ KEYWAY DWGNAME SILL TERMITE SHIELD PROPOSED ADDITION i EXISTING STRUCTURE SECTION A-A A - 5 o OWC. NO ®a1 CONNECTION REQUIREMENTS LIVING ROOM RIDGE TENSION EO RAFTER EXTENSION 8D COMMON NAILS IN EACHEND OF o EXT44N 1-1/4" 20 GAGE STRAP l I IO UNIT 918 ROOF RAFTER CONNECTION REQUIREMENTS HERMITAGE II WFCM—IAM3.3 - 16 ROOF SPAN, 16 SPACING, MEAN ROOF HEIGHT IS ICE SHIELD UNDERLAYMENT o REQUIRED - 24" FROM EDGE CONNECTOR UPLIFT LOAD: 526 PLF X 0.8 = 420 PLF CONNECTOR LATERAL LOAD339 PLF X 8 = 271 PLF 8 HURRICANE CLIP I CONNECTOR SHEAR LOAD: 280 PLF X 0.8 = 224 PIF 4ENDSHEATHING. TYPICAL. PECONIC ALTERNATE POSCLIP U N ofRAFTER TO TOP PLATELANDING HURRICANE CLIP USE l SIMPSON H3 ' LATERAL AND SHEAR CONNECTIONWFCM iA&E 3.3 A - (PRESCRPTIVE AL1 10 TARE 3.3) - ID F WNl HE CH ROUTE 25 4-8d COMMON NAILS (TOENAILED) REQUIRED IN EACH RAFTER AND TOP PLATE GREENPORT, NY SIMPSON H2 HURRIUPLIFT STRAP CONNECTION REQUIREMENT CLIP NAILED. FROMPROVIDE 8d COMMON ROOF TO WALL mi ARCHITECTRAFTER To STUD. NAILS ® 4" 0 C. AT FRANK UECHITECTTYPICAL ALL RAFTEEXTERIOR EDGE OF ALL WFCM TABLE 3.3 D - (PRFSCPoPBVE ALi i0 TABLE 3.3) - I6 Fi ROOF SP5 - 8d NAILS EAC5-8d COMMON NAILS IN EACH END OF CRCENPORi, .Box 944 316 i-1/4" X 20 GAGE STRAP TEL. 631-477 8624 APA RATED PLYWOOD TO W FAX: 631-477 2997 EXTEND To TOP OF TOP7 HEADER CONNECTION REQUIREMENTS � PLATE. OWNER- WFCM TABLE 3.5 — CONNECTOR UPLIFT LOAD: 1408 X 0.8 = 1126 LOS Joseph & Louise DOWNER CONNECTOR LATERAL LOAD: 762 X 0.8 = 612 LBS16 848811 RUN GLEN COVE, NY 11542 REQU'D HEADER CONNECTION UPLIFT CAPACITY: 1041 LOSTEL 516-759 4277 i - i/4" X 20 GAGE STRAP 8-100 COMMONS INTO HEADER x p 8-iOD COMMONS INTO STUD E E R y REOU'D HEADER CONNECTION LATERAL CAPACITY: 762 LOS DGAGE— (z) 1 1/4" WIDE z 5-16D SINKERS THROUGH JACK STUD METRE STRAPS AT DOORS S FFOROR { b HEADER TO STUD CONNECTION—� '� 5-i6D SINKERS THROUGH KING STUD AND FOUNDATION TO STUD CONNECTION �. 1 1/4" WIDE - 20 GAGE UPLIFT STRAP CONNECTION REQUIREMENT ETAL STRAP ® 48' OC. 2 6 MAXIMUM. WALL TO FOUNDATION \ ACQ SILL PLATE 1 WFCM TABLE 3.3 8 - (PRESCPoTRIVL ALT 70 TABLF 3.3) - 16 FI ROOT SPAN s 1ST FLOOR \\\\; TOP of FOUNDATION 1;1 8/4 CX 20 GAGEILSTNAP END OF 14 ADDITION WRAP + NAIL STRAP ��,, SILL PLATE TO FOUNDATION ANCHOR BOLT ( 4 - 4d NAILS ) R.O. FOR FRENCH DOOR 1 CONNECTION RESISTING LATERAL & SHEAR LOADS m AROUND SILL PLATE WITH DOUBLE JACK STUDS AT ANCHOR BOLT 1 7/4" WIDE - 20 GAGE 11 ' WFCM TABLE 3.2 A - (PRESCRIPTIVE ALT. TO TABLE 3.2) METAL STRAP ® 48" OC. i12" ANCHOR BOLi ® MAX. 46" O.C. 8 4 - 8d NAILS �;?Y •ra v -!.' v:•r r1c ]., •is rr ::y,Yp .;t'r FY• .'j;•:rY.�,. .,!rr,'./':<:.... Y'' ta,,, , � {a /-„A ;.;. . 1;: / ? •Y„`;,T K:- :r.� -�. SILL PLATE TO FOUNDATION ANCHOR BOLT NAIL SHEATHING TO SILL PLAT ��;* 1ti:�” "'4' ••� ' v-t•>%::•• �r•%•;� !1-' ;T- . ' � � I•�8d NAILS ' - + i . : (;; •�>:i>. �® 4' O.C. ` ;• � ONNECTION RESISTING UPLIFTLB^,. r'CRAWL SPACE WFCM tABf 3.2 B DATE: 01 25•� .. � � �2DD5 .,.Y•••,.-v ,:J�i_�%fir+, - k%�i: ::':a^•.:.„�.•St .a: s:'^u�'�"YY' �51''Chi'i~i!.•`;Cl :k74:,=i'�'!:L.r!JrSy' n 2 x 6 SILL PLATE !; .Y;-;rnr•.,;,l,.:ri;;l'^?`eCi:}°L:,'%'`.:C; i;::Cr.;e•rY•„'ii.,I ,Y,.r.,.y.-7j.="lu - i;. :d';:+ ., u:• ;,ry :,.:• ., .• � ii !vr., ,:r .,?;, . ,-.'.. !`,>iti=.•.-' et ' r�<.•r.�..',r[r, MAXIMUM ANCHOR BOLT SPACING: 72 INCHES#5 REBARS TREATED a SCALE: Ni$ .n 1/2" X 12” A.B. ® 46" OC. ,.:.£.r }.. •, _ �;?. � . w/ FENDER WASHER. , •,• 3 CRITICAL PATH SECTION 8" P.C.FQUNDATION ELEVATION CONNECTIONS CONNECTIONS W/ V-4' X 8 CONT. FTG S:n DWG. NAME HOLD DOWN + SHEAR CONNECTION CRITICAL PATHA - 6 8 DWG. NO Joint Description Nail Sizes Nail Spacing LIVING ROOM 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED ROOF FFA%NG � EXTENSION DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER. Rafter to Top Plate Toe- ailed) - all Height: 10 It, Spacing 16" O.C. (Table 3.3A) 4 - 8d per rafter TO UNIT #18 Ceiling Joist to Tap Tate Toe-nailed n/ per oisl HERMITAGE II Ceiling Joist to Parallel Ra ter (Fa e-na led n� 2. ALL SHEATHING O A APA RATED, EXPOSURE 1, 5/8' each l lap / Ceiling Joist Laps ov r Partitions �Foce-nai ed) n/a each la MIN. THICKNESS OR AS NOTED. Collar Tie to Rafter Face-nailed) n/a per tie p o Blocking to Rafter ( o -nailed 2 - 8d each end 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, Rim Board to Rafter End-naffed) 2 - 16d each end S lie EXPOSURE I, 3/4° MIN. THICKNESS. ALL EDGES OF PLYWOOD TO BE SEF ON SOLID BLOCKING. CLUE AND WALL FRAMING, NPECONIC NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. s Top Plate to Top Plate (Fac -nailed) 2 16d per foot , -u 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED Top Plates at ntersection Face-nailed) 4 - 16d joints-,each side LANDING WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH Stud to Slud Face-nailed 2 - 16d 14 o.c. Header to Header (Face-nailed) 16d 16" O.C. along es ed ROUTE 25 TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A 9 MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 20 stud GREENPORT, NY 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS 2 - 16d per 2x6 stud 2 - 16d per 2x8 stud AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED o ® 8'-0" O.C. MIN. PROVIDE 2" SPACE FOR AIR Bottom Plate to Floor Joist,Bondjoist,Endjoist or Blacking (Face-nailed) 2 - 16d per foot CIRCULATION IN ROOFS. F5 ARCHITECT 6. DOUBLE FRAMING AROUND ALL OPENINGS skylights, FLi oR FRa141r ( o FRANK of BO U316 1 L stairs etc. ) OR AS NOTED ON DRAWINGS. Joist to Sill , Top Plate or irder (Toe-nailed) 4 - 8d per joist GREENPORi, Nr 11944 Brillging to Joist Toe-nailed 2 - 8d each end TEL 631-477 8624 Blocking to Joist 4Tce-mile 2 - Bid each end 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL Blockin to Sill or To Plote Toe-nailed FAX: 631-477 2997 PARTITIONS OR AS NOTED ON DRAWINGS. p ( ) 3 - l6d each block -ed trip to Beam (Fa -nailed) 3 - I6d each joist 4 Jois[ onLedger to earn c(Toe-nailed) 3 - 8d per joist OWNER 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED Bond Joist to Joist End-nailed) 3 - 16d perfoist WITH RATED GALVANIZED METAL CONNECTORS BY Band Joist to Sill or Top Plate (Toe-nailed) 2 - 16d per foot Joseph h Louise DOWNER "TECO" OR APPROVED EQUAL. 16 RABBIT RUN ROOF `,HEATHING = GLEN COVE, NY 11542 3 TEL: 516-759 4277 Structural Panels 8d 4" o.c. erimeter zone 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. other 6Po.c. edges of (ERE qR� BUILDING CODE AS A MINIMUM, ALL 2X6 STUDS SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. panel 12" a.c. interior ALL EXTERIOR NALS SHALL BE GALVANIZED. Diagonal SoheTizgB panel n 1 x 6 air wider 2 - 8d per support -� 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4" 3 - 8d per support o.c. EXTERIOR EDGES AND 6 d ® 12" o.c. c 71LIN . S,HEATHINC, INTERMEDIATE. " / 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING Gypsum Wallboard 5d 1edge 10" field � AND WATERPROOFING SHALL BE BY ARCHITECT. WALL _HLATHINC; 12. All ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE Structural Panels 8d 6" edge / 12" field AND STUD WITHGALVANIZED HURRICANE TYPE Fiberboard Panels CONNECTORS BY `TECO" OR APPROVED EQUAL. FOR 1 / 16" 6d 3" edge / 6" field TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE 25 / 32" 8d 3" edge / 6" field CLIPS AT ALL PERIMETER JOIST TO GIRDER CONNECTIONS. Gypsum Wallboard s YP 5d 7" edge / 10" field R_ 8d 6" edge / 12" field 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA Particleboard Panels 8d 6" edge / 12 field PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL Diagonal Board Sheathing PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND 1" x 6" or 1" x 8" HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED 1" x 10" or wider 3 - 8d per support 8 AS PER MANUFACTURERS RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND n_R LHEATHw BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" Structural Panels o LVL RIM JOIST SHALL BE REQUIRED AT FLOOR4 1° or less 8d 6" edge I field COMPONENT HANDLING, STORAGE, AND ERECTION TU greater than 1" 9 / 2 DATE: 01/25/2005 COMPONENTS SHALL BE AS PER MANUFACTURERS 9 IOd 6" edge / 6 field '& RECOMMENDATIONS. Diagonal Board Sheathing " w SCALE NTS 1" x 6" or I" x 8 2 - 8d per support NAILING 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. 1" x 10" or wider 3 - Bid per support 3 GALVANIZED MACHINE BOLTS ® 12" O.C.. SCHEDULENailing requirements are based on wall sheathing nailed 6" on-center at the panel ed e. If wall sheathing is nailed Fr0min Notes [be on-center of the panel edge to obtain higher shear capacities nailing requirements or structural members shall 9 doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. � OWG. NAMFRAMING NOTESWhen wallsheathinqis continuous over connected members , the tabulated number of nails shall be permitted toye reduced to I - 1bd nail per foot. 5 a A _ 7 C DWG. NO V LIVING ROOM PF EXTENSION TO UNIT #18 HERMITAGE II 18 PECONIC ! i1 III I i li III 'I ;; li lil III IIII! LANDING iIIIIIi 11 11 lI ! u111111; 111I ! 1111 !! 1 II 11 II I ! III I!I IIIiIIII !IIIIII! ,: li ;I III, IIII. II III IIIIIn Ili II III II I � II (IIII I�III I I I I I I II � ROUTE 25II GREENPORT, NY I _ s ARCHITECT FRANK UElLD0AHL % GR TEL: 631-477 8624 1 6J1 4772997 OWNER - -_---- - _ Joseph h 1ouisse DOWNER RUN GLEN COVE, NY 11542 3 TEL: 516-759 4277 - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - = - - II I II s � a m I I _ _ — _ — LINE OF PROPOSED PATIO FOUNDADON I it II � g C - - - - - - - - — � � - - - - — — — — LINE OFPROPOSEOFOUNDADON — - - — � - - — — - - — —� o e� 16'-1" DATE 01/25/2005 --�-- - —=� - ---- --k- SCALE: 1/4" = I'-O' EXISTING STRUCTURE PROPOSED ADDITION I EXISTING STRUCTURE PROPOSED I li ;� NORTH ELEVATION ' I I DWG NAME NORTH ELEVATION DWG. NO A - 8 e� LIVING ROOM iF EXTENSION TO UNIT #1.8 HERMITAGE II e 18 PECONIC 11111111111111111 III LMDING I I I I i �IIII 11'; ', �� III IIII ! III III VIII 'i �I III i !I III III I I I I � I I I I lily I I; I I I I i II � ROUTE I III III III Ili l GREENPORT, NY ARCHITECT III 1FRANK UELLENDANL III 316 GREEE 31 NY 11944 l - s FAX: 631-477 2997 OWNER IIII - o Jos h Louise DOWNER I6 RABBIT RUN GLEN COVE, NY 11542 TEl„_2L-759 4277 uEIN gRoti, 0 I _ 9 0 g 4 � a �o DALE: 01/25/2005 a, SCALE: 1/4' = 1'-0" EXISTING x NORTH ELEVATION �o DWG. NAME A - 9 NORTH ELEVATION g DK. NO