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Home My WebLink About30629-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32168 Date: 01/30/07 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 825 QUEEN ST GREENPORT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 40 Block 3 Lot 6 .1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 8, 2004 pursuant to which Building Permit No. 30629-Z dated SEPTEMBER 13, 2004 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 ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to MYDON RESORTS INC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 7044 05/01/06 PLUMBERS CERTIFICATION DATED N/A or zed Signature Rev. 1/81 Form No.6 � TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL ; 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY DEC 18 This application must be filled in by typewriter or ink and submitted to the Building Department with the following: i 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 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 I% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. 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 Date. /OZ belo New Construction: Old or Pre-existing Building: _� / (check one) Location of Property: p cq you f qJ j7 '�-F7' ,Q It1Arl T House No. Street Hamlet Owner or Owners of Property: V&6-A.) 7" l NAJ/A- �Q L 0 ST F / A� Suffolk County Tax Map No 1000, Section Block d D D 3 Lot /) d( 4 el Subdivision Filed Map. Lot: Permit No. 3 O (o a Q - 7 Date of Permit.Applicant: — Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: v (check one) Fee Submitted: $ 5�• Applicant Si ture c0-F- S,21lo�f 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. 30629 Z Date SEPTEMBER 13 , 2004 Permission is hereby granted to : MYDON RESORTS INC TWO HOPE DRIVE PLAINVIEW,NY 11803 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. at premises located at 825 QUEEN ST GREENPORT County Tax Map No. 473889 Section 040 Block 0003 Lot No. 006 . 001 pursuant to application dated SEPTEMBER 8, 2004 and approved by the Building Inspector to expire on MARCH 13 , 2006 . Fee $ 535 . 70117 ori e ignature ORIGINAL Rev. 5/8/02 Nassau Suffolk Electrical Inspections, Inc. 5A Canal Street • Center Moriches,New York 11934 • Tel: 631-878-3500 • Fax: 631-878-3764 Application:7044 Date:5/1/06 Issued to: Eastern LI Kampground Address: 825 Queen St Village: Greenport Introduced By:: 1st Class Electric License#:34075-ME was examined and approved up to the above date and was in compliance with the NEC Attic 1StFloor 1K Residential IK Pod Det Garage Baserrtent❑x 2nd floor Cormerdal Renrnration2l Acklition2l Switches Receptacles Fixtures G.F.I. Range Hood Smoke Detectors 23 50 78 10 1 Fans Dishwasher Washer/Amps Sub Panel Oven Carbon Range/Amps Monoxide 1-Ex Bath 1 100A 1 Furnace Oil Gas Heat Zones Whirlpool Bell Transformers Rough Insp: Meter Amps Phase Motors Final Insp: Other Equipment: 3-Paddle fans,l-Heat/Fan 12-Pagoda Lights1-30A Steam Unit 2ft Electric Baseboard,8ft Undercounter Lighting,l-Gentran generator U Iout,Res ✓la /pyX-ff'J/may/ �ectr ca�✓�nlh- This certificate must not be altered in any manner TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINA® [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: �Yi AfP /YtG DATE INSPECTOR OFSolz f®� TOWN OF SOUTHOLD BUILDING DEPT. 76S-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE 0��8 06 INSPECTOR 765.1802 BUILDING DEPT. INSPECTION XFOUNDATION 1ST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE ,&/CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: /�' ✓�` J �" �� T �'�-D� �� it✓S►�'�cTl o � � DATE 11 - 30 - '�L INSPECTOR fv Mark K. Schwartz, AIA — Architect, PLLC P.O.Box 933 Phone:(631)734-4185 Cutchogue,New York 11935 Fax:(631)734-2110 May 31,2006 JUN 15 Southold Town Building Department Main Road Southold, New York 11971 Re: Goldstein House 825 Queen Street Greenport,New York Building Permit# 30629 To Whom This May Concern: I reviewed the project plumbing work during the construction phase. To the best of my knowledge, the plumbing has been pressure tested and installed as per plans and meets or exceeds NYS code requirements. Please call this office if you have any questions or require additional information. Very truly yours, 0A , \S9S ac^� C � q �4 ri 1 Mark Schwartz GoldsteinBldgDeptPlumbing.do Mark K. Schwartz, AIA — Architect, PLLC P.O.Box 933 Phone:(631)734-4185 Cutchogue,New York 11935 Fax:(631)734-2110 April 06,2006 Southold Town Building Department ' S Main Road Southold,New York 11971 i T Re: Goldstein House 825 Queen Street Greenport,New York Building Permit#30629 To Whom This May Concern: I reviewed the project framing/strapping during the construction phase. To the best of my knowledge, the framing, strapping and connections have been completed as per plans and meet or exceed the code requirements. Please call this office if you have any questions or require additional information. Very truly yours, l'r SCh M\'� cl l to : f1�f � e Mark Schwartz GoldsteinBlsgDept.doc Mark K. Schwartz, AIA —Architect, PLLC • P.O.Box 933 Phone:(631)734-4185 Cutchogue,New York 11935 Fax: 631 734-2110 Southold Town Building Department Main Road Southold,New York 11971 Re: Goldstein House- Hall bath 425 Queen Street Greenport,New York Permit#30629 To Whom This May Concern: I have been back to the aforementioned site to inspect the existing plumbing in the hall bath. The fixtures have been changed and no new piping was necessary, therefore the plumber certificate is not required. I hereby certify, to the best of my knowledge, the plumbing work has been completed and meets or exceeds NYS code requirements. Please call this office if you have any questions or require additional information. Very truly yours, F' 31 J •- f Mark Schwartz Goldstein6.doc Mark K. Schwartz, AIA — Architect, PLLC �.y P.O.Box 933 Phone:(631)734-4185 Cutchogue,New York 11935 Fax:(631)734-2110 January 17,2006 Southold Town Building Department Main Road Southold,New York 11971 Re: Goldstein House 825 Queen Street Greenport,New York Building Permit#30629 To Whom This May Concern: I reviewed the project insulation work during the construction phase. To the best of my knowledge, the insulation has been installed as per plans and meets or exceeds NYS code requirements. Please call this office if you have any questions or require additional information. Very truly yours, o *44'k. `t-A S C N � • o Mark Schwartz GoldsteinBldgDepunsul.doc Pill FOUNDATION 1 FOUNDATION(21 PLUNMING 1 O� O i TOWN OF SQUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDI G 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 3�ac�� Survey www.northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined 9 �3 20 Contact: Approved `� / ,20� Mail to: RK kJ z Disapproved'a/c 49 0 .3 UE Phone: Expiration -3// 3 20 Ck— uil ing nspector oi` APPLICATION FOR BUILDING PERMIT J g ''114 a Date D c¢ , 20 i INSTRUCTIONS "'3-This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months:•Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings,additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and egulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of plicant or name,if a corporation) too a.x 9'33 riTZ: HV4(,C (Mailing address of applicant) State whether applicant is owner, lesse , ag;;Dngineer, general contractor, electrician, plumber or builder Name of owner of premises M C)6144/A V OLIZTE/N (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 625 mu0IF-nJ SMrEtJ- T- House Number Street Hamlet County Tax Map No. 1000 Section 4-0 Block 0,3 Lot (o. Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:) a. Existing use and occupancy f 1416CE ri9.y/ y 2 E S rOE ✓T/�pC b. Intended use and occupancy fl of 3. Nature of work (check which applicable): New Building _________Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and oextent of each type of use. 7. Dimensions of existing structures, if any: Front SE / Re r Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Frontes r�Rearaz Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated /e 4- D 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO,- 13. Will lot be re-graded? YES_NcD�V/Will excess fill be removed from premises? YES NO ,4f dl 90AW.4 Q HOPE Aet�4 (I f493 14. Names of Owner of premises aa4-osTBnJ Address l°C41Nu1gw ivy Phone No. 477 - 065o Name of Architect Axier- Address I161 6a r 933 Phone No 734 — 4/dPS- Name of Contractor Address C"Z o/a 4 v9— Phone No. 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 MAYEQUIRED. 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 OF � / , "l�,f�)14C C IV w/9'/e r Z-- being duly swom, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)Heisthe oyzra� at Etj ( ntractor,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. Swo to before me this day 20LLq I 'M �� - //X64757* Notary Public Signature of A licant LYNDA M. BOHN 1407ARYNo.01 80New York 6020932 Qualified in Suffolk County Term Expires March S, 20672 low_ rip _ , ( TOWN OF SOUTHOLD PROPERTY RECORD CARD M l Co STREET VILLAGE DIST. SUB. LOT M on fs to 1 RQ.Ir O� E C_ , I N E , ACR. _ v�1�-rc C. W I I 'f vn S W TYPE OF BUILDING K\ aia z! 1A, RES. I SEAS. VL. FARM COMM. LAND IMP. TOTAL DATE REMARKS pP L t o4a4?t OO 6DOO G?O Macy 000Z 116n A '(d FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND BULKHEAD HOUSE/LOT TOTAL ■■■■■■■■■■■■■■■■■■■■ ■■■■ "iii■■■■■viii■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■ iiiiiiM iMiiii■■iiii iiiiiiii=iiiiiiii■ii Rooms 1st Floor NE Hl STEAM St-►oWEt?.. n I NEV.) F1X70KF i � I � TcO Ancot �.«g' u y 1►� c N6 �A) STEAM S F}owEfC ow- NEVA FjVTO9f,s i 1199" II� O E i I � Tti1_ t=�oc15E ��✓� �j� J154.1 3 G4 SC i � .+ o Permit Number MECcheck Compliance Report Checked By/Date New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc Data filename: C:\Program Files\Check\MECcheck\GoldsteinHouse.cck TITLE: Goldstein House COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE:09/07/04 DATE OF PLANS: 07/23/04 PROJECT INFORMATION: Goldstein House 825 Queen Streetr A Greenport,New York t �.w IN S At. COMPANY INFORMATION: ( t: ► ��w Mark K. Schwartz,AIA-Architect,PLLC j. 1 " P.O.Box 933 Cutchiogue,New York 11935 • Y COMPLIANCE:Passesw } Maximum UA=218 Your Home=214 1.8%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Cathedral Ceiling(no attic) 870 38.0 0.0 23 Skylight 1: Wood Frame,Double Pane with Low-E 15 0.330 5 Wall 1:Wood Frame, 16"o.c. 1184 19.0 0.0 53 Window 1: Wood Frame,Double Pane with Low-E 276 0.340 94 Door 1: Solid 21 0.500 11 Floor 1:All-Wood Joist/Tmss,Over Unconditioned Space 842 30.0 0.0 28 COMPLIANCE STATEMENT: 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 State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her MECcheck Inspection Checklist New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release Ic DATE: 09/07/04 TITLE: Goldstein House Bldg. Dept. Use I Ceilings: ( ] I 1. Ceiling 1: Cathedral Ceiling(no attic),R-38.0 cavity insulation Comments: I Above-Grade Walls: [ ] I 1. Wall 1: Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: I Windows: [ ] 1. Window 1: Wood Frame,Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: I Skylights: [ 1 I 1. Skylight 1: Wood Frame,Double Pane with Low-E,U-factor: 0.330 I For skylights without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: I Doors: [ ] I 1. Door 1: Solid,U-factor:0.500 I Comments: I Floors: [ ] I 1. Floor 1: All-Woad Joist/Truss,Over Unconditioned Space,R-30.0 cavity insulation Comments: I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-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. I Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented fiamed ceilings,walls,and floors. I Materials Identification: [ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] I Return ducts in unconditioned attics or outside the building must be insulated to R-4. ( 1 I Supply ducts in unconditioned spaces must be insulated to R-8. [ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R-2. insulation is not required on return ducts in basements. I Duet Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics I (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts I operating at less than 2 in.w.g. (500 Pa). ( ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] I Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] I Air filters are required in the return air system. [ ] I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: I 1 I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space I temperature set point of the largest zone. I Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ 1 I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction I provisions of the Building Code of New York State,the Residential Code of New York State or I the New York City Building Code,as applicable. I Service Water Heating: [ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the I water heater has an integral heat trap or is part of a circulating system. ( ] I Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% I of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: ( ] I HVAC piping conveying fluids above 105°F or chilled fluids below 55°F must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thicknessin Inches by Pice Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) UD to 1" -Up to 1.25" 1.5"to 2.0" Over 2_ 170-150 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 for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pine Sizes Pioing System Tvoes Rappe 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 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, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) SURVEY OF PROPERTY SITUATE- C7REENPORT N TOM SOUTHOLD SUFFOLK COUNTY, NY al s W E SURVEYED 05-14-2004 SUFFOLK COUNTY TAX u 1000-40-3-6.1 1 CMTIFD TO: �� pt 0 pt 5� Myron Goldstein 0 1 1 QlkD o� 23WA - - O� 00 I I � T O s � 6 Story z- a Frome $ House 6 II z, r`/ wood ill deck 05' SVI7 N W ro-- - -- om o a n'1 i w rl O O l'9S OF NEW 1 Co NOTES: MONUMENT FOUND '1$'�,O'Y0. LAND 5 AREA = 40.460 SF OR 0.93 ACRES JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 &RAPHIG SGALE I"=30RIVERHEAD,N.Y. 11901 - - 369-8288 Fax 369-8287 REF.\\Hp server\d\PROS\04-184.pro SURVEY OF PROPERTY 51TUATE: GREENPORT N TOM: SOUTHOLD SUFFOLK COUNTY, NY �� s SURVEYED 05-14-2004, PROPOSED AGTION5 06-16-2004 SUFFOLK COUNTY TAX u 1000-40-3-6. CERTIPqFIDTO: Qb� o c,0 Myron GolclkWn N900.59 Donna coasts,° �® �P��Q o ` ® ,,yo"� 0_0 1 � 1 III 6 9 4 J L, � _ I 123- FF 23M N I t — ,, a I � r'torclnous � + v t` / platF orm s I � I - I I r-,'OPOsed, I dagton ----� 00 A s N O i 5tor - z = O' �a From PraPosed' II > II` House --eck I 6 _ a I 'Pr O iL dosed, '' o, , , LOndr n Pr - 9' O w o0 P ed. A ak ltlon , dd _ a s - to s - - P ~ Imo• ---- - • i _ c� _ V _ n W - , room 9• + o ar � 2g• p _ n� ,. oposed �• �3 �I i ,Proposed, Proposed, 1 V Screen_ i D_ec a � rch_ , - I N)O sr�,s o� j9 S 0i OF NE., Y C. Ey(�. O,p 5 �O Ws F NOTES: 5 MONUMENT FOUND (� T1s h0 F O SAN J .,..... . , • ... AREA 40,460 5F OR 0.93 AGRE5 JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC.NO.50202 GRAPHIC SCALE "=30' RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.\\Hp server\d\PROS\04-184.pro WINO-BORN.E.DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL I I I � i.• I •� I I I . I I x'\ I � I ` I • - I � I ` J �"{d r .e •'«.�� Wr4y`y4 d� ! � IN.S�[,� � 7.y �� II ,. II -• �✓ �� .1�' h" r ULTIPLE SECTION ASSEMBLY: 1/4'THICK BOLTS @ 2'OC II II I I II II I I II II N.T.S. IJ' FOR PANEL SPANS: I I I I I I I I VOR WIDER SPAN I I I I I 23/32'APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD �- (OVERLAP AROUND OPENINGS 4') II II 2x4 STRONG-BACKS @ 24'OC I I I I la Ij ASSEMBLY. I I I I 1).PREASSEMBLE PLYWOOD TO 2x4'S:#10x3'(w/WASHERS)GALVINIZED OR I I STAINLESS STEEL WOOD SCREW @ 12-O.C. I I 2).ATTACHING STRUCTURAL PANEL:FASTEN TO BUILDING w/ h #10x3'(w/WASHERS)GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 16'O.C. ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: #10 TEE NUTS ATTACHED TO BLDG.w/#10x1-1/2 (W/WASHERS) MACHINE BOLT @ 12'O.C. 4"0 ROOF VENT ROOF 4 ATTIC RATH Pt 1 114 11/2 11/4 1112 1 im 1 114 3 SH WER SHOWER SECOND FLOOR 1 1!4 C. 1 114 3 3 3 1 C.O. FN KITrHBATH 1 3• 11/4 / 1112 1114 4 3 F.A.I. D W SIN SHOWER FIRST FLOOR 41 C.O! 2 1 114 9 2 BASEMENT ~ „_4qa ns1 1 N 1114 4 W.M SIN BASEMENT 1112 1112 4•G1. TO APROVED SEPTIC SYSTEM HOUSE SLOPE• n PER FOOT PITCH TO TRAP DRAIN PLUMBING SCHEMATIC N.T.S. Mark K. Schwartz, AIA —Architect, PLLC �.• P.O.Box 933 Phone:(631)734-4185 •�%if: Cutchogue,New York 11935 Fax:(631)734-2110 January 17,2006 Southold Town Building Department Main Road Southold,New York 11971 Re: Goldstein House 825 Queen Street Greenport,New York Building Permit# 30629 To Whom This May Concern: I reviewed the project insulation work during the construction phase. To the best of my knowledge, the insulation has been installed as per plans and meets or exceeds NYS code requirements. Please call this office if you have any questions or require additional information. Very truly yours, iti �r 1 7^ C49. Mark Schwartz GoldsteinBldgDeptlnsuLdoc Mark K. Schwartz, AIA — Architect, PLLC P.O.Box 933 Phone:(631)734-4185 %%M• Cutrhogue,New York 11935 Fu :(631)734-2110 April 06,2004 Southold Town Building Department Main Road Southold,New York 11971 Re: Goldstein House 825 Queen Street Greenport,New York Building Permit#30629 To Whom This May Concern: I reviewed the project framing/strapping during the construction phase. To the best of my knowledge, the strapping and connections have been completed and meet code requirements. Please call this office if you have any questions or require additional information. Very truly yours, { 0 +d�rc�uJ3C i�\\ s ' r Mark Schwartz GoldsteinBlsgDepkdoc Mark K. Schwartz, AIA — Architect, PLLC P.O.Box 933 Phone:(631)734-4185 Cutchogue,New York 11935 Fax:(631)734-2110 May 31,2006 Southold Town Building Department Main Road Southold,New York 11971 Re: Goldstein House 825 Queen Street Greenport,New York Building Permit#30629 To Whom This May Concern: I reviewed the project plumbing work during the construction phase. To the best of my knowledge, the plumbing has been installed as per plans and meets or exceeds NYS code requirements. Please call this office if you have any questions or require additional information. Very truly yours, O *I 4 rt �xf d4 Mark Schwartz GoldsteinBldgDeptPlu nbing.doc . P 87'-10" ss'-a 1/2" ExlsnNc AS COMPLY WITH ALL CODES OF NEW ADDITION z°'-s 1 z" NEW YORK STATE & TOWN CODES APP OV�C Ac�,tiOTE'D NEW ADDITION AS REQUIRED AND CONDITIONS OF DATE: B p o 8'-5 1/2" 8"-0" SOUTHOLD TOWN ZBA FEE:11 F'; SOUTHOLDTOM PLANNING BOARD NOTIFY BUILFjiriG r- it-NT AT 2. ROUGH - FRAMIlvd L OR THE _--_ _____�____ ____ FOLLOWING 8 A TO �—�\ � SOUTHOLD TOWN TRUSTEES FOLLOWING INSPFCTv�ds, 1. FOUNDATION - l'N', REQUIRED (2) 2" X 8" CQ GIRDER \\ � G FOR POURED COf�-.�-ETE T-11 7/8" T-11 7 8" 4' T-6 11Z16" T-6 11/1(" 5 PLUMBING / / v \ % 3. INSULATION / ®(2) 2" X 8" AGO GIRDER J o \ ^ \' C3URSUA TO F THE S ON SECTION 45-1 CFF YALL ORK sraTRocr RucnoN Musr -------- 0 FOR o. TION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW / x K ^ E. NOT RESPONSIBLE FOR / 8'-7 1/2" 6'-7 1/2" 8'-7 i 2' / // DESIGN OR CONSTRUCTION ERRORS. o / / x < -------- - ----- /� > OFLOOD ZONE NSA --------- \\ /' / ' /' / /' / NAILI & C NN CTIONS COMPLY WITH CHAPTER "46" ` ' (2) 2" x a" AGO GIRDER ® _ — — / / / \\ // / / /, / / REQ IRE FLOOD DAMAGE PREVENTIONSOUTHOLD TOWN CODE. I I 2" DIA SONOTUBE 4" X 4" ADD •' •' \�\ " / ' ' OCCUPANCY OR I I GONG PIER (TYP) O POST (TYP) /" // I o 4" STEEL COL \ t ; 4-11-4, 1 r/ 2' X 2' X 1 I \\\ USE IS UNLAWFUL As III I 1 ; o r— O 2" X 10" ACq GIRmER WITHOUT CERTIFICATE V-0" GONG WALL LJ�_I x ¢ ; ,� OF OCCUPANCY 1'-0" CONC WALL �' Ari SII I 9'-6 3/4° 9'-6 3 4" I I F I A6 I x ^ I ALL CONSTRUCTION SHALL I — z" x e" ACO LEDGER (TYP) EXISTING I I N CRAW PAC a I \ IrEETTHE REQUIREMENTS OFTHE NEW 3068 2" DOING SLAB I I CODES OF NEW YORK STATE. r_________ 1 \ 6 PANEL EXT.METAm I I N INSTALL 5/8" FIRE �, L_ --- DOOR--------------- —J CODE GYP WALL I DERWRITERS CERTIFICATE PLUMBER CERTIFICATION 1 I BD. ON CEILING CLOSE EXIST E 1 1 IN NEW ADDITION _ _ REQUIRED ON L EAD CONTENT BEFORE I: I I I oPNc. 4" cuRB `wI I "I 11FICA TE OF OCCUPANC Y I' i m 15 POCKET FOR GIRDER m l I SOLDER USED IN WATER 1m I I ¢ EXIS'SING UTILITY xo1 I \ Ix I= 1 I EXISTING GARAGE o ROOM 2" % iO" - i6" O.C. F.J. 2" X 10" - i6" O.C. F..J. ml I 33 SUPPLY SYSTEM CANNOT w1 I of I azoy� EXCEED 2/10 OF 1% I x I F EXIST BASEMENT z _____________ I NU' z0 LEAD. F _____________ BEDROOM x1 I m 1f 3 I I w tl 1 1 g w w I I "i i PLUMBING M01 z I I I I rxrxr I I ALL PLUMBING WASTE I I NEWSTEEL COL ON z 13 1 2'-0" X 2'-0" X 1'-0" o ao I I Jo 4" STEEL COL I I CONIC FTG 8 WATER LNES Iz g I I I CONIC FTG iF-r3 •� 3 I 1 s8 }} 1 `{' TESTING EE�„HE COVED I ST 1 w 1 1 I RING o I I I \5� / Z I I I I I N n .N .o i I NEW (3) 2" x10' r j , �+ ' F L -I-J \ EXIST GIRDER . r"" / I I �ll� (3) 2" X 10" I I 2" % 10" - 16' O.C. F.J. I I EXIST STEEL COL \� ST / F I I CANTILEVER BAY WINDOW n I\ ti I I AND FOOTING (TYP)' ® kS,T UPAT �rn I o I I EXIST 1 1 (3) 1 3/4" X 9 1/2" 1 ii i i m EXIST (BATH EXIST STORAGE ROOM MICROLAM I IM I 0 I � II I I Ir. g 1 x I I o I ' o a l lao r+}7 FFICE O �w IU Iz 1 z I I L A5 1 I ILn -------------J NEW BASEMENT a1 DRILL & EPDXY FOR m _ I I $5 REBAR 6" O.C. & EXIST BASEMENT ---J 4" CONIC SLAB W/ mi __________ F SX 6 10/10 WWM x L GROUT (TYP) REMOVE EXIST FDN m01 1 33 f I I ---- --- CLOSE EXIST xl I 1 oO6 O5 OPNG. L----, `------------------------------------------------•-- — NI I ——————— NEW BRICK 7 I I 4 O (2) 2" X_10' BOX BEAM I I n VENEER \ 2 2" X 10" 80% BEAM M � I --------- ----------- ----------J K I I m I Iz \ CW24 I II I= CW24 ALIGN W/ ALIGN W/ o I 4'-0 1 16" 5'-7 15 i6" 4'-0 1 16" WINDOW WINDOW I l I ABOVE ABOVE a a 2" x 8" ACO \ \ iv / /� n LEDGER BD \ / 6" % 6" ACq a (TYP) `\ `\ /' WINDOW WELLTYPICAL TYR I, \ , I (2) 2" x IFI; Q GIRDER 12" DIA SONOTUBE e a a CONC PIER (TYP)) a E \ Il V 14'-1 1 2" 10'-5 1 2' '41 W ! e 3'-9 17 i6" 5'-4 5/8p' 3'-9 11 16" '- 5'-3 1/2" l 34'-11 1/2" 15'-0" 9'-10 1/2" 20'-0" NEW ADDITION NEW ADDITION F O U N D A 1T I O N P L A N DATE. 7-:2a-04G0LD5TEIN HousE: REV: SCALE: 7/0C' = i'-°" M A R R K. G H WRTZ AIA REv: GHI TELT, 525 QUEEN 5TREET ,4RFILL-0G R E E N P O R T N Y O EXISTING WALLS GUT F.0 13 , N.Y5511995 ® NEW WALLS 691 - 734 - 4155 5HEE1 I OF 6 87'-10" 2 59 -4 1/2" EXISTING HOUSE 20'-5 1/2" NEW ADDITION AS NEWADDITION 61-0" 6'-11" 15'-11 3/4" 4'-0" 15'-11 1/4'. 0 I o O1 2" X 6" TREX ACCENTS o� CLEAR CEDAR RAILING W52" C 2(TBBAA)USTERS ------------- / o NEW DECK 9�0. / (3) 2" X 10" \ w — NEW SCREENED PORCd UNHEATED ro CATH. CLG. J I o UP — �O, Fq a 1 f 6" RI ER o I 2" X 6" TREX ACCENTS 1 I a o ---� AG UP I x x I AG ----------- -------------- - ----------- ---G^-RESER ` -- ------------ ------------------ N ? o6s iv 4" TREX ACCENTS � � I m .M NEW CIR 30 ABOVE 6O�Py n 2' X 10' - 16' O.C. R.R. n I EXIST EXIST EXIST EXIST EXIST FR DOOR EXIST yF� 60611APLR 60611APLR 6 611APLfR I `�°' --------- - -- Ff INSTALL NEW a II o O Sp FACTORY BUILT I I , GAS FIRED - - 1I `O STOVE (2) 1 3/4" X 9 1/2" (2) 1 3/4" X 9 1/ " (2 1 3/4"' X 9 1/2' 1 NEW WALK IN I I __ I I MICROLAM MICROLAM MICROLA4M I ^� 4q. COS i i o EXIST BATH - - - _- --IST BEDRO T-------_ / I I � (2) 2" X 6' I n m I N i m IIx NEW TLE FLOOR o N I 10'-3 1 2" I �' 6" 7'-1 1 2" '_3' 5'-4" 10'-1 1 2" f P4• 0" / 19'-6 1 2' w 0 N I I 81, C5 w s EXIST R.R. TO REMAIN EXIST R.R. TO REMAIN �I �� II _____ TIE BE M EXIST EXIT XZVI X =_____ -- I I ----� `o �¢ I 2068 POCKET i i (3) 2" % 4" }`'� EXIST TIE BE MS TO REMAINyPOST (TYP) e' / NOTE: XII IN 0 I I V-2" I XI G 00 REMOVE EXIST. - I a III 1'-311 o I 4 1/2" X 5" a NEW LIVING ROOM AREA Im n 2" X 12" RIDGE % VE HAI l ,I L.R. SKYLITES n I I I-I— I1 (3) 2"" X 6" Imx _ _ raT� f EXIST OAK FLOOR ro I POST EXIST 0 K FLOOR I I OAI� FLOORI I I POSTS (TYP)I � _ - — - l ` LII/4" x 11 /a" u I b\ WALL I DN �� m I o OVENS (3) 1 3/4" X 141 MICROLAM RIbGE ' I m 3NEW MASTER BEDROOM S C NEW C BINETS, GRANITCOUN R TOPS AND I NEW OAK E%IST STNR LING o - 5. 21 X 6" RAST2" X 10' - 16" 0 .IFI.R, 2" X 10" 16" O.C. R. APPLIA CESFLOORSo EXIST BEDROOMFREE STAN}/ (MOVEABLE)Iw I CABINET �I _ II I I o � Q a000 EXI I BUTZC)HER BLOCK TO I\ KYucHT� I 1( )Vx s"1S'TW/ II (3) 2" X 4" � I ILNI16'-10" 9'-6" I 14'-3 1 FAL. PLATE POST 38'-0" n I �L I i AS B: if ¢ III I I II --------T-------- I I REMOVE EXIST @o FIXED N °' o I N 7'-0" 4'-11" I I L-- I DW II -- ---- EXIST R.R. EXIST R.R. I STRUCTURE RS2B46 xQ REF TO REMAIN TO REMAIN \ `ol SKYLIGHT n� I m N CW14 CIR24 CW14 EXISTING EXISTING 1 f I n ABOVE ------- 4" X 6' POST III x ----- ----- m ----- (2) 1 3/4" X 9 1/2" I I (2) 1 3/4" X 9 1/2" I MICROLAM MICROLAM n ----- ?ns6, I pyo 3 7- 4' x 9 1 a MICROLAM CW15-3 CW15-3 �p6$ i I z -- ------ 2" X 10" - 16° O.C. 2" X 10" - '1Li: O.C. i in ---------------------------.---- --J o I los I I a NEW ENTRY & I a w I n + x I /0. p�0 X N I a is X21 DEC< k 8„ r- II 2„ 6 / iy N � + / a +6+ �- 2" X 6" TREX �. ACCENT `ryl / POST CLAD W/ E / CEDAR (TYP) 5-3 1/2" 1, 14'-1 1/2" 10'-5 1/2 4'-4 W-2 9/16" 4'-4 3/4" 1, 9'-10 1/2' 20'-0" (NEW ADDITION) 8'-0" 34'-11 1/2" 15'-0" NEWADDITION NOTE" 29'-10 1 2" ALL WINDOWS AND FRENCH DOORS TO BE . NEW ADDITION 87'-10" ANDERSEN TERRATONE }'.w�1d;F3,•- . DATE: T-23-04 GOLDSTE N HOUSE F I R S T FLOOR P L A N REx/: 825 QUEEN STREET SCALE: 1/a" = 1'-a" MARK K. ITECT, TZ AIA GftEENPORT NY A RA R GSI T E G T. PLLGT E G T. PLLG REV: O EXISTING WALLS P.O. BOX 933GUTGHOOUE, N.Y. 11955 b5I - '154 - 4185 ® NEW WALLS FL0011 PLAN SHEET 2 OF 6 O NEW ASPHALT SHINGLE ROOF G.P. NEW BOARD & BATTERN VINYL SIDING (MIST COLOR) RidIs FINN 1ST FL --L-- __J PROVIDE 4' X 8' J AREAWAY (TYP) (SEE PLANS) S 0 U T H E L E V A T O N NEW ASPHALT SHINGLE ROOF O G.P. NEW BOARD & BATTERN VINYL SIDING (MIST COLOR) / \ / Fol / \ 4" X 4" POST f CLAD W/ CEDAR FIN IST FL BRICK VENEER N 0R T ELEVATI0N DATE: 'I-23-04 GOLDSTEI N HOUSE RBSv: 825 QUEEN STREET MARK K. SGHWARTZ AIA GREENPORT N. Y ARCH TE- 07 PLLG REV: P.O. BOX q93 CUTGHOGUE, N.Y. 11,155 651 - 154 - 4155 JJ JJ 131r A T 10 N SHffT SOP 6 NEW ADDITION EXISTING EXISTING MASONRY EXISTING CHIMNEY NEW ADDITION I I I I ASPHALT SHINGLES I I I I 3 1/2" VINYL \ / I CORNER BIDS (TYP) 3 1/2" VINYL I V FIN 1ST FL LINEALS (TYP) I IBM gill!! 111willill I I I I AZEK LATTICE (OR EQUAL) E A S T E L E V A T 1 0 N NEW ADDITION EXISTING EXISTING NEW ADDITION I I ASPHALT SHIPINGLES I I I I / I \ VINYL SIDINGBOARD N (MIST COLOR) \ / \\ / \� // \\ / \ / \ 3 1/2" VINYL CORNER BDS NEW \ / (TYP) SHUTTERS N \\ /// FIN 1ST FL I 4" X 4" POST CLAD 3 1/2" VINYL W/ CEDAR (TYP) LINEALS (TYP) I I I I I I I I AZEK LATTICE (OR EQUAL) PROVIDE 6 X 6 AREAWAY (TYP) W E S T E L E V A T 1 0 N ♦IN SC a p N o DATE: -7-23-04 G O L 0 5 TE I N H O U 5 E MARK K 5GHWARTZ A I A REv: 825 QUEEN STREET ARGHITEGT PLLG 1aev: GREENPORT N. Y. P.O. BOX 933 GUTOHOOUE, N.Y. 11,455 631 -l34 - 4155 EALL' V11. ' 10NS SHffT 4OF6 2" X 12" RIDGE (3) 1 3/4" X 14" 30 YR ARCHITECTURAL ROOF SHINGLES CONT RIDGE VENT (TYP) RIDGE 2" X 12" RIDGE 30BUILDING PAPER CONT RIDGE VENT (TYP) 5 8" PLYWOODS ROOF DECK rl CONT RIDGE VENT 2 X 8"-16" O.C. R.R. 30 YR ARCHITECTURAL ROOF SHINGLES 30# BUILDING PAPER -� 30 YR ARCHITECTURAL ROOF SHINGLES 1" X 8"-16" DS ROOF DECK I 1/2" PLYWOODS S ROOF DECK 1 30# BUILDING PAPER 2' X 8"-16' O.C. R.R. ----, 2" X 10" - 16" O.C. R.R. I 2" X 10"-16" O.C. R.R. MATCH EXIST PITCH 2 X 6 - 32" O.C. C'T. Q it - MATCH EXIST PITCH RAFTER TO OLHU JOIST TO WALL STUD HURRICANE CLIPS 1/2" PLYWOOD � / EVERY RAFTER �� / 2"Jjt'j� X B" - i6" O.C. C.J. �� / STRUCTURE BEYOND (2) 2" X e" TIE BEAMS BOLTED BETWEEN DOUBLE R.R. EACH ouu �� SIDE (TYP) SEE PLAN R-30 INSULATION I I I I MATCH EXIST FACIA I I I MASTER BEDROOM WALK IN CONT SOFFIT VENT 11 11 1 1 LIVING ROOM CLOSET VINYL BD. & BATTERNI SIDING I I I 1/2" GYPSUM WALL BD. ON TYVEK HOUSE WRAP SIMPSON WALLS & CLG. W/ (3) COATS 1/2" PLYWOOD SHEATHING L-----J L I_ _ C D C RAILING & BALASTERS METAL STUD TO FJ. STUD OF SPACKLE & 92) COATS 3/4" PLYWOOD R-19 INSULATION 2" X 6"- 16" O.C. WALL STUDS //1 (RI�Irn1fIf1f11mIIfllmlfRlrnlfmlmlfl 1 CONNECTOR OF PAINT SUB FLOOR WALL STUD TO FON /((((j1 11111 II 1111111111111111111111 II II II II 1111 II 111111 SCREWED & GLUED HURRICANE TIES EVEPY /�(1Lj11111 111111111 II II II II III III II II II II II II II II II II II 1111 2" X 10" - 1 " O.C. F. . SUB FLOOROOD `o STUD //iA� j ii 1111 IIJU-JLII UIU IILILIL AL11111-11JI� SCR WED & GLUED 5/8" DIA A. BOLT - 4' O.C. �rlE I X11I1III�li ---- a��__ 1Q ALUM TERMITE SHIELD, �11 II 11 11 Ily% Pte- _- _- _-_----------I 2" X 6' ALO SILL PLATE I II , I✓ Pd/'I F J F-------"I LR FOAM TYPE SILL SEALER 1j1�uPd// 1 I 3 2" X 10" 2" X 8" - 16" O.C. (2) 2" X 8" ACO GIRDER suLAnoN 1 1 �� - 2' % 10' - i6' O.C. F.J. �d// (3) 1 3/4" % 9 1/ DER 2" X 10" - i6" ACO D.J, I1 11 L-------JL-------J MICROLAM GIRDER 3 1/2" DIA STEEL O.C. F.J. 2" X 8" ACO LEDGER 4" X 4" ACO POSTS COL CRA PAC GARAGE 3 1/2" STEEL COL BASEMENT 2" CONIC SLAB 1 _ BRICK VENEER DAMPPROOFING NC SLAB W/ 1 z 0/10 WWM 1 I n 12" P.C. WALL ON z 777"7........................ L 20" X 8" CONIC FTG KEYWAY 4" CONT CONIC FTG 12 SONOTUBE CONIC PIER 2' X2' X1' CONC FTG S E C T I O N As S E C T 1 O NW-5 EXISTING 30 YR ARCHITECTURAL ROOF SHINGLES 2" X 1 I RIDGE 30 BUILDING PAPER 2" X 12" RIDGE CONT RIDGE VENTA �„ CONT RIDGE VENT 1�2 PLYWOODS ROOF DECK 2' X 8"-16" O.C. R.R. 30 YR ARCHITECTURAL ROOF SHINGLES 30# BUILDING PAPER 5(e" PLYWOODS ROOF DECK 2' X 8"-16" D.C. R.R. I 1 EXIST TIE BEAMS TO REMAIN DINING ROOM LIVING ROOM I 1 I KITCHEN BEDROOM WALK I j BEDROOM CLOSE 1 EE 3/�4" PL DOD 1 I SUEB FL00 1 SCREWED GLUED 1 I �r �r I -J 2" X10" - i6" O.C. F.. . NEW (3) 2" X 10" GIRDER M3CR10LAM4 GIRDER/2 BRICK VENEER NEW 3 COLUMN STEELGARAGE 3 1/2" STEEL COL COLUMN 4" CONCSLAB W/ 6X6 10/10 WWMI 4" CONIC SLAB W/ 6%6 10/10 WWM 2' X2' X 1' 2'-D" X 2'-0" X l'-O" CONC FTG y� CONIC FTG yE\IN SC,S,�P NEW ADDITION EXISTING N A= NEW ADDITION q* • E t 1' T P �r J223 .1� - SECT10Nws ` "' lJATE, -1-25-04 G O L D S T E N H O U S E MARK K. 5 G H W A R T Z: Al A RSV` 8 2 5 Q U E E N 5 T R E E T ARGHI TELT PLLC RHV: GREENPORT N. ". P.O. BOX 995 CUTGHOQUE, N.Y. 11955 651 - '154 - 4185 77 ii AN 5I 5OF 6 RESIDENTIAL GENERAL NOTES FRAMING NOTES 1. All work shall be as the requirements of N.Y.S. 1. All framing lumber shall be grade stamped DOUGLAS FIR- Building Code. When bullding In other juristrictlons, Larch structural grade no. 2 or better. variations or adjustments may be required, verify any such 2. All sheathing to be APA rated, exposure 1, 5/8" min. thickness. requirements with the local code. 3 All subfloaringto be APA rated, STURD-I-FLOOR, exposure 1, T & G 2. These plans to he used In conjunction with the Outline Specs 3/4"min. thickness. All edges of plywoodto be set on solid when provided. P blocking. Glue and null all sheets. 3. Assumed Soil Bearing Capacity: 2 tans/Sq.ft. 4. All headers 6'-0" and over shall be supported with double ----- 4. Concrete to be plain, unrelnforced, 3000 Ib - 28 day test. uprights, 9'-0" and"over with triple uprlghts.All headers shall be \\\ 5. All footings to rest oor as shown on drawing. 6. All lumber to be Hem,. Fir No. 2 1150 P.S.I. unless noted on virgin, undisturbed soil. a min. of 2-2" x 8 5. Solid blocking shall be provided for all joists and floor beams / \ plans as per N.Y.S. code or as noted ® e'-0" o.c. min. Provide 2" / \ 7. LOCATION LIVE DEAD DEFLECT LIMIT space for air circulation In roof. fi. framing around all openings (SKYLIGHTS, STAIRS ETC.) or as 1st FI 40 LB. 10 LB. L/360 or as noted on drawings. I 2nd A (Sleep Area) 30 LB. 10 LB L/360 7. All flush wood connections shall be fastened with rated I Attic (Non Storage) 10 LB. 5 LB. L/360 galvanized metal connectors by "TECO" or approved equal. I 45 LB. snow 15 LB. L/360 8. All flush wood connections shall be fastened with rated galvanized -- - I Ceiling beams may have to be increased for storage attics and metal connectors by "TECO" or approved equal. I I NEW ROOF rafters increased for higher snow loads. 9. Nailing schedules shall be as per the N.Y.S. Building Cade as a I I ------- I 8. Electrical work to conform to the National Electric Code, New minimum. All 2" x 6" studs shall receive 5-101) nails at sill and pexterior rolls alvanized. I late. All etills shall be Lq w York State Energy Code, doted March, 1991, and any applicable 9 I << ca I I local codes. 10. Plywood sheathing to be .ante with 8 D ® 4" o.c. exterior CRICKET I 9. Provide smoke detectors as per code edges and 6 D ® 12" o.c. intermediate. I I 10. All headers to be (2) 2" x 8' unless noted otherwise. 11. All Interior and exterior finishes, flashing and waterproofing shall I I F -1 I I 11. Double floor joists under parallel partitions be by Architect. 12. Indoor design temp, sholl be max 72' for heated and min 78' 12. All roof rafters shall be attached to the plate and stud with Jp I I for cooling, based on table 2-1 in the New York State Energy Code galvanized hurricane type connectors b " or roved I I ` dated March 1 1991. van1P y 'TECOpp EXISTING RIDGE I 13. All exposed water piping and/or heating ducts to be insulated equal. For timber pile foundations, provide hurricane clips at all as per Sec. 7813 of Mew York State Energy Code dated March I 1991• 13. All pre- engineered lumber shall be TRUS JOIST MACMILLAN series 1. perimeter joists to girder connections. NEW RIDGE 14. All construction is to be in accordance with prevailing codes Wood-I-Beams and LVL products or equal. All joists, girders and I I I I and standards headers shall have bearing stiffeners installed as I per manufacturers V, NEI 15. All windows to be thermal Insulated gloss. racommendatlons. Web stiffeners shall be reqquired at all load and 16. The Architect assumes no responsibility for the construction means, y bearing points at a minimum. A single 1 3/4' LVL rim joists shall be methods, techniques, sequences, or procedures, or for safety precautions required at floor perimeters. Handling, storage and erection of and programs in connection with the work. There are no warranties, nor an components shall be as per manufacturers recommendations. I merchantlbllity of fitmess for a specific use expressed of implied In the use 14. Provide solid blocking for bearing of all beams and posts. EXISTING of these plans. GS14. Contractor to verify alll dimenlons before starting ------------------ I I construction. Do not scale drawings. Follow dimensions only. I I l J \\ NEW ROOF GUARDS REQUIRED: Porches, balconies or raised floor surfaces located more than 30 Inches above the floor or grade below shall have guards not less than \ / 36 Inchesln height. Open sides of stairs with a total rise of more than 30 Inches above the floor or grade below shall have guards not less than 34 Inches in height measured vertically from the nosing of the treads. GUARD OPENING LIMITATIONS: Required guards on open sides of stairways, raised floor areas, balconies and porchessholl have intermediate rails or orna- mental closures that do not allow passage of a sphere 4 inches or more In NEW NEW ADDITION diamEXCEPTION: the triangular openings formed b the riser, tread and bottom ADDITION rail of a gard at the open side of a stairway are permitted to be of such a size that a sphere 6 Inches cannot pass through. HANDRAILS: handrails shall be provided on at least one side of each stairway with two or more risers. Handrail height measured above stair tread nosing, shall be not less than 34 Inches and not more than 38 Inches. all required A handrails shall be continuous the full length of the stairfrom a point directly above A R 0 0 F P L N the top riser of a Flight to a point directly above the lowest riser of the flight, Ends shall be returned or shall terminate In newel posts or safety terminals. SCALE: 1/8" = 1'-0" Handrails adjacent to a wall shalhave a space of not less than 1 1/2 inches between the wall and the handrail. HANDRAIL GRIP SIZE: All required handrails shall be of one of the following types or provide equivalent graspabllity. TYPE 1: Handralls with a circular cross section shall have an outside diameter of at least 1 1/4 inches and not greater than 2 Inches.lf the handrail is not circular It shall have a perimeter dimension of at least 4 inches and not greater than 6 1/4 inches with a maximum cross section dimension of 2 1/4 inches. TYPE 11 : Handrails with a perimeter greater than 6 1/4 inches shall provide a grasp- able finger recess area on both sides of the profile, The finger recess shall begin within a distance of 3/4 Inch measur- ed vertically from the tallest portion of the profile and achieve a depth of at least 5/16 [none within 7/8' below the widest portion of the profile. This required depth shall continue for at least 3/8 Inch to a level that is not less than 1 3/4 Inches below the tallest portion of the profile. The minimum width of the handrail above the recess shall be 1 1/4 inches to a maximum of 2 3/4 inches. Edges shall have a minimum radius of 0.01 Inch. 2" X 12" RIDGE CONT RIDGE VENT 30 YR ARCHITECTURAL ROOF SHINGLES 30# BUILDING PAPER 1/2" PLYWOOD ROOF DECK 2" X 10"-16" O.C. R.R. MATCH EXIST [PITCH Q RAFTER TO CLG JOIST TO WALL STUD HURRICANE CLIPS EVERY RAFTER MATCH EXIST FACIA CONT SOFFIT VENT SCPORCH X%xX%X SIDING TYVEK HOUSE WRAP 1/2" PLYWOOD SHEATHING 2" % 6"- 16" O.C. WALL STUDS SIMPSON5/4" X 31/2" DECKING WALL STUD TO FDN METAL STUD TO F.J. STUD HURRICANE TIES EVERY CONNECTOR SND 5/8" DIA A. BOLT - 4' O.C. ALUM TERMITE SHIELD 2" X 6" ALO SILL PLATE 2" X 10" - 16" O.C. FOAM TYPE SILL SEALER (3) 2" X10" GIRDER M 1" R A r 'r+ em' ;• �yCy�✓ 3 1/2" DIA CRAWL SPACE �E\lN5 7� �\ STEEL COL � pAMPPR00FING 4" CONCSLAB W/ 6X6 10/10WWM + 8" P.C. WALL ON ?p,` sY 16" X 8" CONC FTG ,,Y W/ z" x 4" CONT T43 J22"•33j^t° 2' X 2' X 1, KEYWAY `+. nir .Me„ CONC FTG DATE: '7-23-04 GOLD 5 T E I N H O U 5 7- S E C T O NA6 MARK K 50HWARTZ A I A REV: 825 QUEEN STREET a A R G H 1 T E G T PLLC: G R E E N P O R T N 'r. P.O, BOX 933 GUTGHOGUE, N.Y. II935 631 - '134 - 4155 i PLAN T L 1+ 1J0011 A1\T SHEET 6 OF 6 C NAILING SCHEDULEPLAN GONTCNTS: ��` , 1�1� JL I l�O�r � _ WIND FRAMING NOTES ES ROOF RANI ING:- -_ - - OGGl1PAN ILDR46551FIGAt10N R3 RESIDENTIAL I`{I 1�`/ //AL I I II pIU(:F. 10 RAF I ERVAYS:EMBIY - -- BUILDIIJG §E 1111 x 211 rl P II hrs nllnnhml In 1nrh Ir of ails^In neer rdlnm In IF ]4, NAIL PIAII- q,11gr P1 JOItJT DESCI11P110N O,Y SPACING NOTES BUILDING "FIGHT Wh�nncnllnr 111 to trend In Tell rel n ddga etmP,Ihnminthnrnl Ind rsnmmnmilo rrgnlrvA _ __ ---.� ---- -' -- -- - In each end el tilt,caller its need ref exceed the lahulnled nun Thor vl6d hells In the strap. RAI" °R 10 n'WAI I. 3-611 C.fIMMfJII PACT I I OF IJAII. TOTAL 50. ET. OF CONSTRUCTION CONSTRUC I IOIV NOTES: IOFPLATE 10 W'ALL'.A-0d COMMON RAr-ICI2 FRESCRIPTIVE AS PER N.Y.S. RESIDEIITIAL CONSTRUCTION CODE AND _ -_ --- - ----- -----'-"" -'-'- - - DESIGN CRITERIA - - - - - nAlnbnWcdr•Mrlr ]) RAr1ER IOFNAII ASFFMIiI Y' 1l UEIDNC,IOT,ST S'WAI 1, 3-0d COMMON FAIII IOFIJAII. 1935560 HIGH WIND EDITION WOO_D_FgAME CONSTRUCTION MANUAL-_ ._ 1) 111.1 b lnrnlnllnu 111111Th lldl set o1 rnnslmr.li nnl,run rs Lc ls,el e ,nlaml Irnln"gl mel 1111,1 wall rrnnmrlinns InnallCr,rril r g rn l uss In InP l l dr'kIll II , TO IUP PLATE IU WAI b,A-lid COMMON JOIST hdsrl slid bandbig dnN111.They ern Into fill us s car"scum,nid,nnl asor"Agolr _ - ---_ _. ____ - ---- - ----_- FRAMIIJG ELEMEIJTS _A5 PE2 FLOOR PLANS CROSS SECTION APID GEIIERAL NOTES Inr mrrrnll nrrnpmrl pond hulldblp Prongnn mut nnmpll:pum All,Fit I'll New York ary;eu4 ere to lrrhle 33 When"'Rel or guests nal inlll Iltw will little llnw,rrMerlto �;EII 1119 JOIST IU AS PER 1nrJl.F.3] EACH FArF 60 EXT. BALGOIdIF_5 star,hmldlYg ends, Iha Grneel t'mmnrinr is rrspnnsl1,lr ler Prnvidlrlg stnnrin'rl e,to life we11lRksl win,$split CIn oal ,, ix Realswall In,Ides aovmell 1llnng,,q el11 m rale sWe hrill lot Thal nulldmg PARALLEL RAPIER - VJr CM:BBC LAP IJAII DECKS 40 rnuldlictlnn dalnlls and pus'loons to o....a a"Wree lsunly fnlsbed,slustumlly d ATTICS w/o STORAGE 10 sound and a weslllmPmol cnmpleled Pmdurl, 'Torii be counecled will uplift cvnllecll.ns In vccuNmme w,lh lnble 3.3c. COVFRIIA13 TI 1 A1!S AS d CIA-Bl C EACH FAnE OVER I'nI2II1UIJ WFCM-6BC LAP IJNL ]O ------------- - -' - --' --- ATTICS w/ STORAGE u Fn"r_ ? the Rmmml Cn116ntlnr lr.mlPnnalhlr Inr rsnnrvbrg lhni ell wm4 and r.nrdnlrann 3) WIAI T_TOWALL nSSEMRI.'P 10 IIAFI ER AS Crum- I C F.AI ESIG,I I_MD CALf_UI ANIONS 1 le ,lair rend mrd Inco)rndrs,rndbrnnces mrd c"hoimrl,ol, As,'lulls nitwit hurl rust;`Mew wn11 slndvel shoo do nnl1I'lllI..Ilan wkh 111.1111111" , he - - - — -- -- -- p�j,i, Vp D (LIVE LOADS PSE) ROOF (GROUND SNOW LOAD) A5 I 111 PAI"TER VJFCh1-SBC FNU IJML uncle cjum.11m m, Y gnnr ncrardmrcn 11111,1'1,• 3 FIL0C1<Iwb RDOF15 FODDER THAN BLEEPING) 40 I floor rude'me In be nor sldrmd as For of ,in spavlooldlens Inr tide bundla 1 "I'dr,elmll br conct,ad Tea c.smntr err a,ber In Ile,floor vssrmbly with upllll colorless'In TO RAF]EP. 2'Rd COMMON EIJU IIAII 30 ,heuld be adhored to oven it In vmlence with It's Plml accuespre will,tell$.3 3 . O ROOH5 lSLGEPINGJ I'l1UAF IEli 2- 1511 COMMON EACH NAIL GAUSTAIRIS 0 3) Dinreusbns sl.all lal•e precedent over sca,eddnwn'ps 41 WAIL ABSEh1BIV TU FOI1111JnIIDN IG RnFIER END NAIL _ GAUR DRAILS fANY DIRECTIONI 200 TGG war SCALE URAWIIIG51 First v,all comm shall ba rmolenl"I In lire lnulydalinu,slllpinlq nllrnpsn Pilul"I'h nPlllf WALL FRANTING_ - rnr.nrrtnrs..^.trrl sllnpe,hell berm a ndMn's embl`dr r, 11 nl I bvhrr,bl rnnarlr - - _ _ -- - -- ---- _EXPOSIjRE CATAG0�-Y A) lire dnllgner has vat been so mild lar rnusllurtlnu supervls111 el 11,nssunras naIT,Ind"s JOINT UESCR PI (11! PIAIL NAV NOTES ren^lalrtiml rnsdinsling wllh lhrenpinns,rmrrnapmrr.IUl fly for NITE Isselmlar and slnb^o-prefe ...e web klhle3.3b W1,euTslmLvnpsealnrpiedllrr lerlhe UIY SPACIIIG LOAD PAIN SEE CON5TRU AGE-4TICIA NDWndAI=_NQD PATH O PAGE TON rr.Pnn"IUlllty Inr . DETAIL_PAGE!GENERAL NO rE PAGE rslsUlmllml File mrlhndv,Irchniglmr,srgnmmrr.,or prncadurnR,lir for snlnty the pL oe mrd 1:11,11,i re --.-- - -- -FACE HAIR.- -- (ROOF re mem In'pallia,wllh the well:. Ilrmemenowarrvmlvslme hn9n1nII,III31n s'guar,was"!1'es st,noultimn to Nbllleanrh1, lnrtknIll ,, r'nl IPP PLAIF IO PER SEE IE: pannullnn nndP g spnrdnq is Nim rpsned all shed 111 ncrstlnnce In Tubi,321 In<1•JUIII•nnn cpmaO1l' loil 1'LnIE 2-i6d COMMON ,GUI SEE NUIEI WQILING_SGNE_DULE SEE GEIJERAL IJOTE PAGE sparllic use exprecsnd lir InlPlled In Ilre ase of Ihrsn Plans nnchnr bolls n1e Iv be spaced heN,een 6-@Thebes hem the end ofvsell plea and all --, - -- -'_-_" ),X,PLATES AT ,I fail COMMON KINDS rnCF: EGRESS SEE FLO)>�- SAND WII•p 5CHEGU. E SJ prior Whu In list law adnDoor srhedula ler exlmirn nprnb,gs call INIERSECIIIIN EA SIDE (JAIL- --- -- -- 5 r Floor ERIORSIIEnRVlMLCOIJI ofVIA ,1 �Sllln l0 2-,611 COMMON SI'• FACE of the Onurmi Cmllmclnrlr.ln nllnnnllnlmnpmnynr plMnbracd,rl llmpincas meals �yprlrxirrls ahrmwnlls wllhnnr"lhnvm nl]l,6lnrh wnml•:pactwnl Pnnnl oil 1111 rxlmmr SIUU- __- - OG,_- _IlAIL - .,exreeda mnnulecly,e's N,aclllcntly,s olid nPPlicnbin rndos. ,Mrlled wllb lid rnlnmnn nn1ls at 6"n.r, at Ihn Persi ll toll 12'a r. In Via orld null I TENTER 101 I6"0 C FACE T) 111.Ommnl Contrast Is to consul)MITI file ovnler for all built detns Ip ll g ,....m wallie ed or11br inlmler alteclred lith-111 cnnlrrnnlls or]"a r It Pnnrl HEADER- _ fiJ COMMON AI 01413 EDO01 _MAIL_ suchoshnvkcases,sbelvhrg,Pm,lly,closols,fhns,etc as nn111n"vv In Tho fell shall he lnacrordauce will,the lFuglbmqubmnenlR apecllled 10PURBUIIGId 2-I6d COMMON PER 2.4 SART FINDInrrlgfail,3 Be 11 FLAIE IUSIUD 3-15000MMDNPER2,SSIUD NAIL gl Wild loud Iequlm is Ferrell be lnken"da al it for lug cmrslmcllon 6) TYPE IT EX11:RIOR SI CONHFC I IIITIS BN I I(Ih1 PLA l E 1 I PFI'. FACE IIAlL u ___--- -- __- PLW'IDING RISER DIAGRAri FOUNDATION NOTES: IVI`e 11 oxlrum s1,rmwnllsthril l Table the requllen1o111s or sub 316,bllvmslbe aPPr`Jlelale rI14DJ TSI lPLOUKIKI, 2-IRICOMMON POO, SEE NOTE 1,2 -.. "_--- __--V -___---- --- lenylllvdlusllnenl lnclvrs br mble316 EIJDJUISr VRf'RIUGi<IIJ1Ii - I) iha Ueueral Cvnlmrinr and Mn1s11.,evllw plans,elevnneus,delads ehduales to f_LOOR I RAMING _ rlolendne hdended hel,l115 al linisbed Ilam lsl vnnve syPlcal glade ]11NiFRRIP BI IPA CVIIIJECIIOk,9' FIAIL IIAII- nllnwahirsidlwnlllm,plhs Pmvldrd Inlahln314 rhnll hnprollied lahrinnenard writer .IOIIJI DESCI3IPIIOW NUIES 2),All luulings to rest on uudislmbed(vhg n)Bull inirrinr sbenrunik ere used,S1,rdillng and cannrclinal shell be In acco,dmme 111111 ❑rY. SPACIbIG _- __- OF 2442and 224respecllvelY. JOI51 IU A-lid COIvIMUN 1) Plnvlds ill"avpmisiml Inh11 nmlmlal brimnp rnncr.1,slat's mrd'HaInq SILL,TUI'PLNE(IR FIRUER __ JUI51 NAIL cnncrele.r mnsnnry while nrrwinq in rxtminr or unhealed lnlmior areae. P).CDT INFOIIONB AI2OUNOE%1FRlbe WAIT OPENINGS __ -- _ - - EA(11 I GE -- - Ilredrrendlnrelnlnrcnnnrelislorpall b.ntmrlmd wllh nPllll rnnnrrlims in nnnnrdnnre DOJOIST 2-❑d COMMON END FIRF_ PP.OTEGTIOIJ N Anylaw rallalnwellsbeing clusird In alklbrg cnnarm Topclum 111,111 lilt,fable 35,Wn.dvw sill pinlvssba,I he hove steel c.ulmcleslu ercnrdmica wllh lnble IO.IOIST ___ -._ __DAT_ SEE FLOOR FLANS be Inalnlled will,114 m bar, I6"long of 12",C.Us,.n,,,c,nd vpvxy Tor Inst.11.1"re 35 UI 000110 2_Rd CONIMIIN R FM;I IGF- (SPIOKE A G02 DETECTORS) -- 10JOIST END HAIL TRU55.DESIGN 14IA - STANDARD STICK FAME DOIJ61Rl1DilON Fq Unllpl ollmrwl^.r nnlnd,ell rinhs nn Glndnmhr 25pn Psl Co to In be nI CAI I IEDRAI rE1LING A6aEMnl V ULOUlul ITT EACH IDE RESCHECK 3.512ELEASEI prrmrA nn 4lnnh lldrl:cmnl lir gravel rill Willi 5xfi wbemnshmhilmcing lilt Where a Filter,l".1111,used nsselruraaul blmn,Fill mil„c cl toll rllhrr hr nnlnlmd elul SILL Oil 1011 PInIG 3- I6J CUMfvIUIJ B,U,]I< NAIL ENERGTCALC114ATION5 - — Inbnndn1.1uu,3-11211,11,Ihl1Jo mmbm ed vn fol'ni llm bans,lir grgrl name lvrssbnl,be annelwd lu ennh vnnrr-In ddge ---_-- ---- FAr,H FwE - nlmq,the np111 celllnq pori al the bnll111ug.Connedl.ns 1.I1,.Udge,1111 well Shull be be LED0 BEA111IP 3 7fnI COMMON - - GRAI I TIC DESIGN CI \ITEI \IA 61 Cmv4gmces In by pmvidr;l wl111nn1h16num In"r2A"nrcere.Perdng.berallour ultaclr.dwllbllmabavorequi,enrents IOREAId .IOIST NAIL CLIMATIC & GLO� _ 6x16 rest hon lvuudillun vend lar every 15f1 sq It of mea - - - --- JUIsr ONI FUGGR PER TGF_ DECI< AND COVERED PORCI I IJO fES: _ 3-lid cahmlvN - 1(1 HEAld JOIST PIAIL GROIIIID WINq SEISMIC FROST WIIJIER ICE6111r: - FLOUR -- 71 PmnPPmnl rximinr ni 3srnlLslion will)Mbnnlnnnl nnnlirlq nc per sncllml RAlm nl I .Ihdess minotwlsr nvlad,alt llnndnq lnaledal In be 111 ncU Thiess a treated lurcher NAN11.IIII51 3-full COMMON 1'F11 ENI) SHOW 51`EEO nF.51GN WEATI IERINIG LINE TERMITE DECAY U651GIJ UNftE 11A2ARD5 NY% Illsidcarlinh C,enti,linn Cad,.A Pill pulyrlhylrrm Wnr d uyl he applied over All Instal helpers mrd elicitors to be galvlhned or sluhdnse steal IOJOIST .10151 NAIL LOAD (MPII) CATEGORY UEPIII TEMP. REgUIREU __-_-_ _- 1111 hrlrvJ grade pallier of nxlerlor wells prior to bnrlUlllll,g RAI IU JGI5I LJ PER IDEIIAIL MUIJERAIE SLI 1 11 BONE ]) Gbdetsl..nlerk Told'In be(2)2x lg,bulled'ar, Iwiglwasher.and nuts Ll6d COMMON 45L05. 126 B SEVERE 4ET. IOIIEAVY MOUERnIE ITT ruling.as Perseclimr RIBS or 11 ReslJenlla Colmhucll.n Code. WIT SILT UI21UP 1'LAIE FGGT SEE IJUIE. I h"drls on rnlnaelr Plerssllnll be nunhnad 11116 proper Well rnlnlmlars nnrhmed --- ---- - - '- ' - - - _--"- - --_-- - - ""- - - will waslaregod1.aIs. Iz001=.SI 1L=nl F INV:- -- FRAMING NOTES aawfu,nmirl,,,,.m,lz"ilex]"Imr,mlClle'nO" RAh1. Nell" -- __ _ —" mn4rUEsc PRGrJ ores R001= SHEATI IIIdG REQUIREMENTS FOR WIND-LOADS: 11.ell bmeIu,trrindl nv In lnlrlh I ,c Presmiplive le,.lpn of n95 SBC Nigh 111 3 Paso^^.uppnrll gel1111 rhnllha,url srrl lo, l] e12 x1] Ill krsmllr lanlh, (]IV. IPnCIN(. _- --"- RnteulntE _ - -- - I-- Eli -- - NAII-SPACnIC NOTES Bllllnu Wnvd Ernudnq C.rrRUucll.n Mepml LI^.a n nrinlnnnn IIT da x]"Inn,m¢bnr boll wllh washes slid nuts,Fnolings St,10 SIRUCIUIinI.PAPIEL 611 Ins i'ER V ABLE 3,t, 511EA11111JG LOCA IION x PIAIL PACING nI 1111 FNEL FIELD _ 1,n A II below grade J V FCI I SBI, /N_irl PAPIEL-___ - SUPPORTS IIJ rI IC PA 21 fill,,,strepOsenaled,.111mmiup mrd Aructond woad role to he R2+RIR. '--""- ' "- A'PERIMEIEREDNEZONE 611 COMMON rniS OG Pd COMMON fuJ 12oil COMITUN @ R.OC SEENOIE5. 1,3 CEILING SHEA-1 I_IINV:— ,_ _. --"—_S_-__ Uoug,as Fie Rd JI Derh nirt.Inlmvv hlorl4rrg al g'evc -"- - SEF 11(11 F.5' I (BUIII FIELD- II l EIiIOR ZOIJE -- - U NOIE:2 FOR PANEL FIELD HAIL NAIL l __ _ ___ _ " __ 1 Flnnm,wells,rc111119a ami milers In ba spncld It lFl 111cl las o Ill noted 51 A mininrurn FIT 1,)Incl,111111111,shell he klslnllnrl brlwrrn 1111 LUIIrNm and ladgnr JGIIII OESCRIPIIUN DIY SPACIIIG II I _- '--- "'---.___ - ulhewile. L,den,In 111 roosted le 6.1111111,-Tib 112"din bolls with washers and nuts — _ -_. .- ------ -- 0 G - - --- GAULE EIJDWALL RAKE ADD RM(E 1 RU55 lid COMMON(�4"O.0 611 COMMON(til A"O.0 SEE NUI GS 1,3 RYPSUP4 !id eOUl ERS ]" UC FPGIi " 'wllulnssanderwlsnnnlad,111bvadngwanlmndmslobrl?I]xte1121GiRDoug ter WALLRUARD IU"vC rIELU MOiLS — — — wllera needed md. ,_ . _ _ -c - - J IES 014LY nnnllrpl well hrnrlersl.hnvo(211e'Jr studs mel l?Ilunlrlgln111vds nn ear,h,ide of,ell 6) Cercrele plmsshnll b.vudmnnnn 6",hoose ylVALL SI_IEAII-IINV _-_ - - opmmpls l VL heed,,,,1.love('11 lock slide sol(7)Inll lrnulb studs vn each side nil -___-_ - - - _ TI IESE IJOI ES ARE DULY 4I BE REFERRED al I'MENTIONED IN SCHEDULE DOES .mrdm s Beal lg wall wboJew x111,shall hist,lot 12)wIpd,nxv 111,tars,Its 21411,11 7) All frills III ha^.nppvllml wllh hmlpma and nnrhee Esch .Inl111 shell hist,ba nnl:hnrrd ,TUI,IT❑ESCRIPI ION 11 nIL IJAII. NUI ES r 1 'I In I dm s OI Y SPACII ll1 t' fin lard 111,1111111111111 a wis A teens thersrequill edge t,1 The mol,lucludhlg d Teel on each side of the roof peak, npeu11G1 hnlwrrn 4'1"ltd 6'p and 21.6 wall opmdrrgs between 5'17 mrd 6'g,Pavida 11110 rl r (,) ____ _-_ ._.-- -- - -- ----- - - - - the Alla penneler edge em,e e1lacMnerds requlired shall be used and blackb,g when applirnblo Sl ltt)r:1111inL lid f:0I,INI NAS PER IASI E 3 g 61_C.vea,Rnnh.shall be assemblml all)nucbnrrel elle smlr lmnnv,as A lyPlcnl hulidntp PAI ISIS _ - _ _WFCM-SRC 1.- 5) All gush ber'm,ile,a1em to Is.Installed 11111,rienvydudy grlvildznd hangers and - UMf3ING NOTES _ zlTntilnrod indess12 oli ran 42vGprulign9, nls Fall aeaci?,d oil$be Aeducer tlmrs has 0 c,mmnherswltb G>g•I6. — n J -- � A GUA91 I g ,Il beredured to 6bmhe.lir. mmbmn whmo npPlirnble ler all rmrnmrling]nick, 1 L ]li6"O.SR f1,WldrdtlN 3 OI' Fir F111�E Em llanrirlp n,anlners wllh<0. 2< < , ho Fall sPacin "b• swllh >046.Far ----- --- - PIYVJOpp 6"DC FI nlbulbs 1) Al,vmin sur...I ,drainage ,,it vaniblg In be brrinllyd as prl 11 Y 5 Reeldrmgal --j.,�j;g11Pq ]" U C FI pIL (n Tnbnl I.... l inclw c 4toll 21G.arhtg nosupme sbmebl hall be d l I h luresInds nols n Aar g) HnnNr lip Iron'11111x. nrdrr wnlll Ihn$duo pmnnr In Thr Ilnnr]n^.1 mill under h S1,❑ODI FRS Bihar,.Inh.ve cmmMc life Installed elmll be vt,l,indlnrp,per load rapacl11 urdesr nnlyd Cemlrurlinn Cede WALLROARp _ In"UC.I II LU Imullnq memberswilh0A2<G<04B,llmnail spnlcinp slrall be mducodlo 3lnchrs o.c an Plans 2),VmIIY settle syrlmn wllh the Eng"mer Ivr Sulloll,C.omrly I hn9h Urpmimm�f alsnnval. -' r-L001�= i-i�i'tTi-lir - .I011JI DESCRIPTION 71 bit reading Wallrldplog 111 nem Inisls or WO n r..,Oresund hlmadllg In Ilam Intik sl II well slnnls,pinlrs lir]hiss ern rel ton due lop it]111ngml Ito tory on V'rg rrl.lyd wnrlr, NAIL IJAIL NO f_s ands ell b.anng woo'. s_rn_r.Iln,_ WALL SI IEAii IIiVG REQ!UIRE_N_1_E_NT_S__F_O_R_ WIND LOADS: Ipnvidn ndmpinlr hrnring.Ind pinlr mPrarrl milli Frunoll Thr•Aernen rel pwllh Ihn lid Llffi1h1UN able code m,1,mnnufodm rs,,ommealrol a lar lnaxhnum ludo eizn and^,pechnp penullled SIRUCII NALAP E R) PmvWehrsulallenballles at save verds between rollers brslall drall lrl.ckmg os __ --- -------_-- - - - - - rOR LESS 12"UC FIELD SI TEA II III JG LOW 1014 NPA1 EL EDGES NAIL SPACING Ai IIFRMIFLILD MUTES needed. I-IVAC SYSTEM IVOIE.S '� -1" --- nT PAIJEL EDGES SUPPORTS IIJ 111E I'AIJEL FIELD _ -__- -- -- 1 r nlFlelns - _-_-_-- N 1 ILI S. ,OC SEE IJGI ES. I,. IP) 1 _ __._—___ Vll LFOR 9 ❑nlr ^.nlbrrwisn Il lrrl,1t,enols old walla 1t,Imo,n nonbinrrrr IQ.,Rock,4 Ply rir j1 Mr llaniral svbeoulraclnr Is aspvnelble lar-dl ral-'IT Io all PK` able codes m1d solely _--- A'ECCE].OIJE Fld COMMON @ 6"O C 611 COMMON r(il 2 N01E:2 EENPANEL FIELD CU%rxled.rsh,nlhiup prmin ply Y" to caval nvnr Plalas told hearlms aqukotrmMs 1DFSE Dn IPSNIEOIJI Y TORE nerrP2EUIC IF --"-- MENTIONED IN SCI MIDDLE IJOI ES ONLY TNI EIl1Ul2 ZOITE 611 COMMON @6"UC 6J CGMMOPI Gd 12"OC —SEENOTE FIT Till...nlhmwlne"..I'll ren 314•Ih lit i nU 195 Fit ar AdvmlNrh Plyw el so61Mnr 21 I IVH:ssbrnnl ngt r Is ft,fully cnrndinafe all sysleln dela end mqulremenls wilt'file NOTES ndhrmd Wilt'PL40I1mihr.Prn slid"cawed In on.,].let, F lnlahed lion,to be InitialledagNpnmr,f sullpna. R Hriing"Fohanrmd,all he'lld nn will slmmhbnt nnnuut - nur,o'baser, as Peochres.inshurgane nunrd E'mrrenba nl the Pl..rl rd9v It will shonlMml MESE NOTES ARE U14L'Y IO BE REFERRED IU IF MENNONED IN 501 IEDULE TO I IS ONLY, 3) I IVAC For Ir r11mrlm Is PtawM,11,ml sillies In ynul draw""I al nl subudf IIs she General nnllnl 9"nn-reutrr a1111n Pnn11 rrlpn In nbinll hlnher 11 I All hnllorear wells to how,112'lldrk moll it 1 a r rN^.lural slwa.nck hnmpn walk:and Con.aclorand awnerlur lbral levlew mN aPP!oval _ sham rnpnrlllec rmnbgl,rgohrmrms lar slmrlurnl -_ -_-__ - _ _ 11 For wall shenlhls,wllhle 4 leelol the corners,lhe4lnol edea zone allacllnrenl regnlrommlls shall rrllllrgc and torr lnnnnnemllnvr, filo"Ildrk lypn-x shrrpndr All vlher Perls al hulldirrm n rip mrurhm,nlmll hednnhlyd,m nllrrnnlo cmrnrr:In.s luhlve jugular 112'sheek.rk.All wells to be taper)o,,1,Milled _ ELECTRICAL NO] -- _- such as shear Plon ,shall I,,.plod In maminin lend Path LeuseJ Inclnllld edlhmllrn6 WnlerbmdFrmr 1) All elrchlrul 1.bvinslalled ns Per NN_S ReIIdm111al CanstmrtIn-Code. ]1 NIhrrl well sllrmldu9l.nnmhn1n11,over nnnuerled 2) Tnbilnled 126mh 1.r poll spacing asssaa,,j,,nlhbly all ,lb,d In slur,lrmrauv.......bills will 1?1 AII1nef111ThaPeabh1s Ihs14'12 shall re G,049 Far hmnlpg u.sess.wIW U42<G<,Reg troll spacings shall be reduced to 6 Inches u up,evrd Foust riel mels'Torii be applied will,a Abel Gla.base reel wllh an EPUIMbe I.......II'd 21 All alit walk slloll be nppmved by a qualllled Wnlerw111m t,1=urber";The Inbulofed...m.Lm of halls shall lurch dove,type moledal.vac fu beadured 1o1 -16dodl par lues 3 Far evlerlar ,an el sidle pea" 131 All sill,Thins and wood lr annlnrl will(nemrnln In 1,n,ensmvr hnaed Sill pini,'1. '1) b'sdnll 5nn•kn drmmmsmN gmbnn ManoxlJe dplecimslhmuphoul'Par secllun R317 I I g,palvillbed box pals slloll be IIIeA In be substituted[or conmrmu na s. by lnslalledwllha(ash sillgamkef and cop-I lax futuresldvld or aPP,oved equal WIM(S linelJnnllnl Construction Cvde C 4a 4" S y�x fr\y n; 1233g3 CON51'RUCTION DETAILS R WIND LOAD PAI-1-1 CONNECTION DETAILS WIND RESISTANT CONSTRUCTION CONNECTORS C01,114E-CTION LOCATION: PART NUNEER: NOTES: RIDGE-TO-RAFTERS_" L5TA24 APPLY TO EACH PAIR OF RAFTERS P.AFTER-TO-WALL RT20 APPLY TO EACH RAFTER /% �� RAFTER-TO-PLATE RTI5 APPLY TO EACH RAFTER IJOTGHFp RAFTER--- I 61/✓i` `'. \ `I -_- _ _ (USE WITH SPTH4 CONNECTOR) RAFTER-- -0,- \ 111 � , PLATE-TO-WALL S1UD SPTH4 APPLY TO EACH WALL STUD � V �� RIDGE— `> \ 211D, FLOOR WALL-TO-IST. FLOOR WALL KLFTA OR I`I5TA36 APPLY To EACH WALL STUD RIDGE � ' HEADER-TO-JACK STUD- LSTAIZ APPLY TO EACH JACK STUD CRIPPLE STUD-10-HEADER RT3 OR RTI APPLY TO EACH CRIPPLE STUD__ / \ SHEAR WALL HOLDDOWN-ANCHOR AD55 APPLY TO EACH SIDEWALL END IST, FLOOR-UNDER-SILL PLATE I-ISTA36 OR R516_R WRAP WUNDEIR DOUBLE SILL PLA'T'E TYPICAL RIDGE Cs TO RAPIER STRAPPINTYPICAL RIDGE MAN TO RAF IE_R SI_PA_PPI14G __— (USE ITH 3" SQUARE WASHERS) USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACIURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE: MAXIMUM UPLIFT LOAD CAPACITY. RAFTER - O \ PROVIDE 1/2" SPACING R<' � / BETWEEN "iNE ENP S1UD - -� AND THE 2 O"fNER STUDS ANCHOR BOLT CONNECTION RAPIER -D / I \ FOR ALLOWING A14CI TOR DOLT CONNEC110N FOUNOA1101J518"DIA ANCUORROLT f < I CONNECT CORNER STUp SUPPORIING MA%IMUMSPACING HOLDDOWN INSTALLATION TO TRAIJSFER SHEAR saLPLAIElomunonnoN Is1GRv 72"OC TOP MATE --1 j % C3 ICRAwL srACE O FOUNDATIOD 11N J FASTEN WITH (2) 16d wu-rLnleroFouNDnrloN TOP PLATE -O �IgIl CRAWL SPACE TOR FUUNUAIION--- 2 STORIES 36"OC COMMON (JAILS 6" O.G. -�-- WAIL BOrTOM1I PL&1F 10� f0UIJDAIION -Z SI DRIES 57'OC SLAB ON \ WALL 51UD F) SIDEWALL --0 WALL STUD / 0 ( , , 0- ENDWALL USE WITH 3x3 SQUARE WASHERS U V`� (USP L13P658 OR BP533) TYPICAL RAFTER. TO WALL S1U' CONIdECTION ALIER6UAT(b'E RAPIER TO WALL SIUD CONIMC11011 61-IEAIR WALL CORNER CCHNECIION _ 21N1D. FLOOR WALL STUp E) KING STUDS— E1 f \\ 2HD. FLOOR PLATE CRIPPLE STUD- - --- - - O WOOD JOIST -O�`� ice" I \' �_ -i SUBFLOOR \ \^ �> -�`� � i \ RIM BOARD -O � \\� \ HEADFR -- -E) � i MOCKING O �_�� WOOD JOISTE), GIRDER/HEADER -- � �� ,I [� �� :�\� ISI, FLOOR TOP PLA"IES -- \ / JACKSTUDS -- O WOOD GIRDER-- -O \� WOOD JOIST— 15F FLOOR WALL STUD - J TYPICAL HEADER CONNECTION JOIST FRAMING OVER WOOD GIRDER JOIST PRANiNG FLUSH WI11-1 GIRDER/I IEADFR i �. TYPICAL MULTI-STORY CONNECTIONS, IST. FLOOR WALL STUp — F) / IST. FLOOR PLATE ---,�j s ; SUBFLOOR °� �, SILL GASKET WALL SPUD O / �,a WALL STUD (� / w \ TERI'IITE SHIELD (T \ / P3OTTOP1 PLATE ^r RIM BOARD E\� �� I. BOTT A PLATE-- C— \ �. \ '" BATT-(IUB �-�-= ' 6U13 FLOOR � �--�E) � � PBL. SILL PLATES— [DOUBLE LATE',S DOUBLE JOIST-- E��\ /\ DOUBLE J015T pOLIBLE SILL PLATE (TO OVERLAP JOINTS) FOUNDATION WALL O FOUNDATION WALL DOUBL- JOIST FOR UN�- A BAIL-IIUB DOUBLE JOIST FOR 1,1014-BEARING WALLS 151. FLOOR '10 FOUNDATION CONNEC110146, SILL PLATES TO FOUNDATION ANCHORIJ` IN SCyP�4 A. 1 • e �- y Tye, J2d33q 7401 BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: -L/_Z_3/04 APPLICANT: (�20(.1?SZFIAU s, �v�� DAWA'` - DATE SUBMITTED: -j-/g/04 SCTM#DISTRICT: 1,000, SECTION: � , BLOCK: 3 , LOT: SUBDIVISION: ///4 ADDRESS: CCITY: ' ! ZONING DISTRICT: CONFORMING? CS BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/C/0 Z- /6,717, INFO&FI-) BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83) REQ. LOT SIZE: K ACT. LOT SIZE: VVE REQ. LOT COV. ACT. LOT COV. REQ. FRONT PROP. FRONT REQ SIDE ACT. SIDE / REQ. REAR PROP. REAR ✓ REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COSTA( ITE •/ENGINEER: �,j,,,lox WATER FRONT? DESCRIPTION: — PANEL # FLOOD ZONE: BULKHEAD? DISTANCE? APPROVALS REQUIRED SUFFOLK COUNTY HEALTH D PT: YES or 6(BED#): DT : _/_/_ PERMIT#: TOWN SEPTIC RECEIPT: Y orSEPTIC CERTIFICATION: Y ol NEW YORK STATE DEC: PRE-DEC 9/1/75 YES Or DTE: /_/_ PERMIT#: SOUTHOLD TOWN TRUA°TEES: YES or DTE__/ /_ PERMIT#: TOWN ZONING BOARD APPROVAL: YES o DTE: PERMIT#: TOWN PLAN. BOARD APPROVAL: YES or O DTE__/_/_ PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES o NEW YORK STATE CODE COMPLIANCE (SEE PAG : YES or NOTES: FEE STRUCTURE: FOUNDATION: ►O'+'X SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: q SF FEE FEE FEE 1. ( �°� SF)- Q _SF)= SF X$ <31 =$ +$ 1)"1� +$ =$ 3 S 2. ( SF)-( SF)= SFX$ =$ +$ +$ _$ 3. ( SF)- (SF)= SFX$ =$ +$ 2 FINAL Y,(:6AL: $ "'j i NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:45 Wind Speed: 120MPH Seismic Design Category:B Weathering: Severe Frost Depth:36" Termite:M-H Decay: S-M Design Temp: 11 Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE:Y/N DEAD:Y/N SNOW:Y/N SEISMIC:Y/N WIND:Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS(!�IN EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM:&N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N(RETURN TO PAGE ONE)