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HomeMy WebLinkAbout30582-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31539 Date: 04/18/06 THIS CERTIFIES that the building NEW DWELLING Location of Property: 1250 SOUND DR GREENPORT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 33 Block 3 Lot 19.4 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 12, 2004 pursuant to which Building Permit No. 30582-Z dated AUGUST 23, 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 SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE, COVERED FRONT ENTRY & UPPER BALCONY AS APPLIED FOR. The certificate is issued to ROBERT & BARBARA SEELEY (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-03-0136 11/30/05 ELECTRICAL CERTIFICATE NO. 97318C 01/16/06 PLUMBERS CERTIFICATION DATED 03/22/06 JOHN DEACY S / th ize Signature Rev. 1/81 RPR 04 '06 09:39AM SOUI'HOLD BUILDING 631 765 9502 Q_ 0 P. J Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN DALL 7651802 APPLICATION FOR CERTIFICATE OF OCCUPANCY '('his application must be filled in by typewriter or ink and submitted to the Building Department with the foliowin& A, For new building or new use: Final survey of property with accurate 1=ttion of all buildings, property lines,streets, and unusual natural dr — topographic featuros. 2; Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). Approval of electrical installation from Board of Fire Underwriters. — ;,4:', Swom statement from pluniller certifying that the solder used in system contains less than 2/10 of 1% lead. 'S''1 Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate ' of Cade Compliance from architect or engineer responsible for the building. tsti,, Submit Planning Board Approval of completed site plan requireanents. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing" land uses: 1. Accurate survey of properly showing all property lines, streets,building and unusual natural or topographic features. 2 A properly completed application and ccnnsent to inspect signed by the applicant. if a Certificate of Occupancy is denied, the Building lrrspector shall state the reasons therefor in writing to the applicant. C. Fees I, Certificate of Occupancy -New dwelling 5:25.00, Additions to dwelling$25.00, Alterations to dwelling$25.00, Swirruning 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 Oceupar cy- $,25 G. Updated Certificate of Occupancy- S5().OU 5. Temponuy Certificate of Occup:mcy - Res;dential $15.OU, Commercial $15.00 Date. 16 New C:onstntction: _ Ohlor Pre-existing Building: _. __ (check one) Location of Property: I )--"S O — —" -- S d�� G y �z t✓ In PQ r House;No. 11 Street Hamlet Owner or Owners of Property. ..._ ��.la�L T Suffolk County Tax Map No 1000, Section 3 Block_ 03 Lot I. O Subdivision.. o G IC L k'2 S{a� t 2S Filed bfap. � Permit No. � —_I)aw ofPermit. i;.f f:7`'? Y`, :"..--Applicaunt: Health.Dept. Approval: Underwriters Approval: Planning Board Approval: .— Request for: ".l'emporary Certificttl c , — — Final Certificate: (check one) Fee Submitted: $ Applicant Signature 60 0 ep31537 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. 30582 Z Date AUGUST 23 , 2004 Permission is hereby granted to : ROBERT & BARBARA SEELEY 20 WHITE PINE LA SETAUKET,NY 11733 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE, COVERED FRONT ENTRY (2) & UPPER BALCONY AS APPLIED FOR at premises located at 1250 SOUND DR GREENPORT County Tax Map No. 473889 Section 033 Block 0003 Lot No. 019 . 004 pursuant to application dated AUGUST 12 , 2004 and approved by the Building Inspector to expire on FEBRUARY 23 , 2006 . Fee $ 2 , 495 . 70 Authorized Signature ORIGINAL Rev. 5/8/02 mills Electrical Inspection Certificate Issue Date Electrical Inspection Service,Inc. Application 1/16/2006 375 Dunton Avenue 97318C East Patchogue, New York 11772 (631)286-6642 Issued To: Mr. Robert Seeley Street: 20 Sound Drive Village: Greenport Zip: 11944 Town: Southold Section: Block: Lot: ,v Lic. Contractor: Regco Electrical Contracting Corp. (L) # Was examined and found to be in compliance with the National Etectricel Code. ❑ Commercial FJ NV Detects ❑ Pool iJ 1st Floor U Indoor [] Basement ❑ Hot Tub 7L� Residential ❑ Det.Garage RI Attic K 2nd Floor N Outdoor 0 Addition F1 Survey SWitches Receptacles Fixtures 011:1Heaters A/C Fans 98 75 115 23 4 5 Dishwasher Washer/Amps Dryer/Amps Oven RangefAmps Microwaves 2/15 2 20 2 30 1/20 1 GAS 1/20 Furnace on Gas Circulators Smoke Detector Bell Transformer 2 X 1 14 Meter Amps Phase UG/ON Jacuui Television CO Detector 1 400 1 Lx] 1/20 5 Bldg. Permit: Other Equipment -200 Amp Main Breaker Panel / 1-20 Amp C Disconnect/2- 30 Amp A/C Disconnect/ Hugo S. urdi 1-40 Amp A/C Disconnect/4-15 Amp Air President Handlers/3- 15 Amp Spec Outlets 11-20 mp Steam Unit Disconnect Rough inspection: 05/12/2005 Inspector: Jonn McMahan III Final Inspection: 01/1212006 Inspector: John McMahon III This certificate must not be altered in any manner. Inspectors may be identrfied by their credentials. Td Wd0S:S0 9002 60 'cfad LLESTSL9TS : 'ON XUA "ONI 1N3W3JdNHW A97Nf1W W021d o��gUFFO(,�co �+ r Town Hall,53095 Main Road O Fax(631)765-9502 P.O..Box 1179 �� �� Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 3 12.2 16 6 Building Permit No. 3 05 g Owner: R o L—f f Sc ti (Please print) Plumber: o N`) (Please print I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) � Sworn to before me/this day of GG 20 ?U% Npy NANCY WIENER NOTARY PURWC,3TAT6 OF N TORR • QUALIFIED IN SUFFOLK COUMY �� "% No. C,9 E0576 Notary Public, iCounty a IGHARLES M . THOMAS , R .A. PO BOX B77 17 JAMESPORT, NY 1 1 947 i ! OFF/CE (63 7 ) 727-7993 i Fax (63 1 ) 727-8033 April 13, 2006 Building Department Town of Southold 53905 Main Road Southold, N.Y. 11971 Re: Seeley Residence Greenport, NY 11944 Dear Building Department, This letter shall serve to certify that I have inspected the framing, and strapping at the above referenced residence, and have found it to be in conformance with the construction drawings. The residence as constructed also conforms to the standards of the" Residential Code of the State of New York"with respect to the roof insulation and ventilation. Please call the office with any questions or concerns at(631) 727-7993. Thank you. y ours, �: oA9Cy�� WL (:arltrseM. Thomas, AA. a 765.1802 BUILDING DEPT. INSPECTION [ FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS! �l dd DATE `f INSPECTOR 765.1802 BUILDING DEPT. ,NVSPECTION ZOU NDATION IST [ ] ROUGH PLBG. .[ 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: D DATE 1 � O INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FRANDATION 2ND [ ] INSULATION MING [ ] FINAL �"f ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: wc,J � r DATE _ d INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] F DATION 2ND [ ] INSULATION FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: &all ol DATE _ INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUND TION 1 ST [ ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FR ING [ ] FINAL [ IREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REM /Jo AR S: DATE INSPECTO � fff AOF SOOTyo� OOONIV, TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMRKS: L IzC,f� l LXiL r I W DATE _ �� INSPECTOR aOF SOUry�6 o � ��ibUtm� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN [ ] FRAMING / STRAPPING [ FINSSNSPECTION[ ] FIREPLACE & CHIMNEY [ ] FIR REMARKS: t � � DATE INSPECTOR 30`5�ev 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ROUGH PLBG. [ 7FNDATION 2ND [ ] INSULATION MING [ ] FINAL [ 1RREPLA & CHIMNEY [ ] FIRE SAFETY INSPECTION �CQJREMARKS: \ r DATINSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST ["ROH PLBG. [ ] FVONDATION 2ND [ INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR 4 pF So�tyOlo is©' coutm TOWN OF SOUTHOLD BUILDING DEPT. 76S-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH P [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 1 DATE l6 INSPECTOR Al SOUTy�� y 0 lm TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 ATI [ ] FRAMING / STRAPPING [ FI [ ] FIREPLACE A CHIMNEY [ ] FI INSPECTION REMARKS: c- DATE �3 © INSPECTOR `� FIELD 1 • • ' i • FOUNDATION (IST) ------------------------------------- FOUNDATION(2ND) ROUGH FRAMING& PLUMBING Wt/!wAi _ I�J�LlIQ// �iLi v�1 �/_ ate. -� 1 i' /'�J3� '.�. i ►Z INSULATION PER N.Y STATE ENERGY COD�E 1 i�'01 5 RVA WI N 0, TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL2 ?00a Board of Health_ i 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. 3 O Sia Check Septic Form i N.Y.S.D.E.C. Trustees Examined �C� ,20 O q Contact: Approved g, 01.3 120 0</ Mail Disapproved a/c �t3.Yl"leS Y�` � pf', ))Qq) Phone:(.p�l —1,3D —1c1Q3 Expiration a��� 3 ,20�(� J� Building Inspector APPLICATION FOR BUILDING PERMIT Date � ' l9� 20-L!4— 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 applicatior.,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:n zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. C'yK x (Signature of applicant or name,if a corporation) (Mailing address of appl cant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ���� r ���P l (As on the tax roll or la est deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. _ Other'Trade's License No. 1. Location of land on which proposed w`ork will be done: House Number Street IHamlet County Tax Map No. 1000 Section 3'j Block 3 Lot 1q. p -4 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 b. Intended use and occupancy 3. Nature of work (check which applicable): New Building -/�Addition Alteration Repair Removal Demolition Other Work _ (Description) 4. Estimated Cost r)pf-3--� V--C C 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 c�? 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front K),,X Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front N)1 A Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 115 S' Rear \,3S Depth Height od 5Number of Stories 9. Size of lot: Front IH-1 5,;) , Rear k lc D.� '�� Depth 34ti 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated �C�eS,�lai 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO, 13. Will lot be re-graded? YES ✓ NO Will excess fill be removed from premises? YES NO_ 14. Names of Owner of premisedFr a fjW.k.�.1 Address 6, 'LZk Phone No. 31 '�fqCI Name of ArchitectCYYlr)eb Address- Phone No lt3t 171 1tK-t Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES Z 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 OF ) 1, being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the / r wx4 Gk - (Contractor, Agent, Vorporate 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. Sworn tt° e e thi da of V 2 20 U 11 Notary PulAc �. Signature of Applicant p d. d Yak N No.WAN oud w h CO�YiII r M 6t1H tr64 ods 70 C) 1 Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 06/08/04 Receipt#: 0 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Cash Total Paid: $10.00 Name: Seeley, Robert& Barbara 20 White Pine Lane Setauket, NY 11733 Clerk ID: BONNIED Internal ID:95565 y ILDI NAr r r-;-T)�4 Trf' �. Applicant/ n Date. Owners Name:. 2 f l� / Reviewed: / o Architect/ Date Engineer: Submitted: k12,10ej SCTM Dis(rict: 1 MO Section: 3 Block: Lot: 1 ! 7 ProjectSubdivision Location: � )VIA-r-6 _ Name: �C�Y`2 e °� r Single&separate Required /"%�U ccrttftcation: Rey. /j !_anitirgt)islriet: 0 (lot M. _ Actual: r 1 (W covuage IIrutxiscdx_'`d (� Req Req. Rey. (froa+Yard Proposed: (Side Yard Proposed: I (Rear Yard ProAsed Project Description: AGENCI#�FRMM ALA-4- 2F(1T1TRF,D WR REVW E.&.IEY-M N- III 3 013 Suffolk County Health'Dept. v ( y� o New York State. D. E.C. •� Town Trustees Town Zoning Board approval: Town Planning Board approval: Flood Plane Elevation??? J , Flood Zone: ap . hides:. Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code RES check Software Version 3.5 Release Ic Data filename: C:\Program Files\Check\REScheck\Seeley.rck TITLE: SEELEY RESIDENCE COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE:08/12/04 DATE OF PLANS: MAY 2004 PROJECT INFORMATION: PROPOSED RESIDENCE COMPANY INFORMATION: CHARLES M. THOMAS ARCHITECT COMPLIANCE: Passes Maximum UA=5492 Your Home UA=2756 49.8%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 2707 30.0 0.0 95 Ceiling 2: Flat Ceiling or Scissor Truss 1669 30.0 0.0 58 Wall l: Wood Frame, 16" o.c. 24363 19.0 0.0 1427 Window 1: Wood Frame:Double Pane 432 0.280 121 Door I: Glass 144 0.340 49 Wall 2: Wood Frame, 16" o.c. 13352 30.0 0.0 623 Window 2: Wood Frame:Double Pane 594 0.280 166 Door 2:Glass 36 0.340 12 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 2707 19.0 0.0 127 Floor 2: All-Wood Joist/Truss:Over Unconditioned Space 1669 19.0 0.0 78 Boiler 1: Other(Except Gas-Fired Steam), 84 AFUE COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculati with this permit application. The proposed systems have been designed to meet the New York State Energy Con Code requirements. When a Registered Design Professional has stamped and signed this page,they are Idr iso is/her knowledge, belief,and professional judgment, such plans or specifications are in com Ith( od�y jlk / U t 1P 1 Builder/Designe'r Date% 1Tq)�1 n. 0240140 40 E OF NE`I1 REScheck Inspection Checklist New York State Energy Conservation Construction Code RES checkSoftware Version 3.5 Release I DATE:08/12/04 TITLE: SEELEY RESIDENCE Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: [ ] 2. Ceiling 2: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: I Above-Grade Walls: [ ] I. Wall I: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: [ ] 2. Wall 2: Wood Frame, 16" o.c.,R-30.0 cavity insulation Comments: Windows: [ ] 1. Window 1: Wood Frame:Double Pane, U-factor: 0.280 For windows without labeled U-factors,describe features: # Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 2. Window 2: Wood Frame:Double Pane, U-factor:0.280 For windows without labeled U-factors,describe features: # Panes_Frame Type Thermal Break? [ ] Yes [ ] No Comments: I Doors: [ ] 1. Door 1:Glass, U-factor: 0.340 Comments: [ ] 2. Door 2:Glass, U-factor: 0.340 Comments: Floors: [ ] 1. Floor l:All-Wood Joist/Truss:Over Unconditioned Space, R-19.0 cavity insulation Comments: [ ] 2. Floor 2: All-Wood Joist/Truss:Over Unconditioned Space, R-19.0 cavity insulation Comments: I Heating and Cooling Equipment: [ ] 1. Boiler 1: Other(Except Gas-Fired Steam),84 AFUE or higher Make and Model Number I Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ 1 ( 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. Vapor Retarder: [ ] Required on the warm-in-winter side of all non,vented framed ceilings,walls,and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values,glazing 13-factors,and heating equipment efficiency must be clearly 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 or outside the building must be insulated to R-4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. ( ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,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 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ 1 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. I 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. I Service Water Heating: f ] I 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 part 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 on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 T or chilled fluids below 55 T must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts 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 for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 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) 08/20/2004 09:43 6317278033 BUTLER THOMAS PAGE 01 PO BOX 877 JAMESPORT. NY 1 1 947 (831)727-7993,f"(531)727.8033 mic I� 0 FAX Tbr � (a Mm From:Charles M. Thomas Architect Fax: -� -S - Q5C a Pages Including Cover Sheet.a Phone. —i LcrS- \ 8 C � Date-6 —6� \-I 1 ori R0. Seee�E?rs�clQrX o C Urgent a9Por ReWow CP/wr9t Comment CPNasa Rapfy CPftaro RocyWe PLEASE DON'T HES/TATE TO CALL THE OFFICE AT (63 1) 727-7993 W/TH ANY QUK8T/4714S OR CONCERNS YOU MA-HAVE. THANK YOU. r . . �' �� .. .. ��r ��a . -� .■ �� �� � � '� Yi/t'���VJ I� �II ��� �8��� _ , � _ r� _ �. 1 E� � �- r�� � �; �� �: _ � �(��^y �- � _ - . . - ./ N m W a CL MM �I MW uj _ i Y➢�W tax" Ij � ° w m' N 00 dessiazAm N 'y EUP LO m 4 m •r m .+ N m 3 N � SII m m i mI m w - C a H i r�wr • 1 ■■ I w r w w.: .a .a • o Q on ( Jl PO OYt1 r GOS[a �` O-m• / �w = G LU V�/ � •tY L M �� amomim ti. m 043 LO EJ � 0 � SEGOND FLOOR PLAN €mI m �I m m. m r I I I j Young & Young px 400 Ostrander Avenue, Riverhead, New York 11901 £ $ e.os 631-727-2303 ;jig 3.19 I I1 �,\\ , / h 6 \ \' ` \ SU(�,I 4t / Howard W. Young, Land Surveyor 14 ;5 ' V 7C. Z rjb \\\\� Svfpo�ls/on Thomas Robert C.tTast, Architect 158 AF0. \\ 14" 'F Coen '-, Ronald E. Pfuh4 Landscape Architect € ,4� e't �, I I\ I\\ �, Illy "'Ne er ] o OO Z ljn�� p' ;` F e,5„ s1 Gj HEALTH DEPARTMENT USE ..... . ,.. .. r €�25 4u ' I a `vvvvvvvvvvv``vv� 4SSE Z 315 0 s f 4 Fp W v � ve9 'vvvvvv`vvvvvvvvvv�v e .�aW 1 tsz s vv vvv y- / �; p • p \ \ 1 :� 4�„0 l,N 347 •� �� ��Q� 10 0 e 8t Sr \ V A 1 , AVAAAvAAvAAAAVA v\ 6 lqv aFPp P Lnk yam” Q ]Ci.._ vA PY 2W NN ".rPK0 - p r .se�3• __ � �n :. .,iii K07 AL Ogg, ' _ , \ \ &Q0\ \\\\\`\ — srs ler ;Eo W yyp�• JF 4S48iBF' I 0 /` \\ � �4' ` 4 , \ \\\\\\\ ' .4134\\'atm y11 $ — 5B1V�cE IZ Fg NN \ \ \ 63d 45M• .b ons j \\ ,�. ;Cl SURVEYOR'S CERTIFICATION p- g �y -4L �sp\�Wry\ \\ \\ ' ` �1 0 q o �\\\\ \ \ • WE HEREBY CERTIFY TO ROBERT SEELEY qch �1\'\II 1 \ ,�� \\ \�\\ T\ \ , \ \ BARBARA SEELEY THAT THI5 SURVEY N AGGORDANGE WITH THE CODE OF PRAGTI g \ \ \\, \ , 1 ,\��\\ •++.� SURVEY5 ADOPTED BY THE NEW YORK 5 A MI \\,I\\ --, \ II •'� cRNewr ` PROFESSIONAL LAND SURVEYORS. O \ V '11111 11 ItVIVAI I� 1 t * §, HOWARD W. YOUNG, N.Y.5. L5. NO. 45893 Its, 45893 J� gyp rq�� - 4g' ?• 9 • `SFS LAND`LUQ a %Ckc e p.o' \1 o #' Fst d`fi F SURVEY FOR 9 ROBERT SEELEY 4 BARBARA 5EELEY I 96 -ph Ulu LOT 4 "ROCKCOVE ESTATESW(P " 'rg AO_ay / At Greenport, Town of Southoldg m � 62.e5' Suffolk County, New York F 11 0UDOojv1 Govnty Tax Map DI,o-mc 1000 s•cna 33 Block 03 Loda.04 v NOTES (pry ?��0 rym BUILDING PERMIT SURVEY a o� AREA = 45,563 SQ. FT. X40 • SUBDIVISION MAP "ROGKGOVE ESTATES" FILED IN THE m eb OFFICE OF THE CLERK OF 5UFFOLK COUNTY ON JUNE 11, 2001 ' AS FILE NO. 1063'1. Q1 Jry EMAPPREPAREMI: SEPT. 26, 2003VERTICAL DATUM = N.G.V. DATUM (M.5.L 1929) �j � ISE 00, EA •9TH 3 A.sT xF 140�.�, -0251 ZPF 2003_0462 -bP $ F Young & Young £h� o 400 Ostrander Avenue, Riverhead, New York 11901 s418 (v 631-727-2303 1 3 ' ' Ff y/S/oh Howard F. Young, Land Surveyor I �.'^�Z Thomas C. Wolpert, Professional Engineer S.p� <�AI,/r of Cov7l'FgSteect P. r RonaldRE. pf C. T andscape Architect O 00CP S64' 0" • %,yti e Ho hone „ Douglas E. Adams, Professional Engineer - f 4Lq S 9 c Ra �1 Gf Ill 4Q ��y z Z \ ` „�•y ` ` ` X4$45, 0 Sa§S V ' 0 os„ C Cn \ p ' Z Z p q� PP 13 j SURVEYOR'S CERTIFICATION "'� N /'�' ` v '/[ • WE HEREBY CERTIFY TO ROBERT SEELEY 8, _k 0 20lJ z • 6 �C BARBARA SEELEY THAT THIS SURVEY' WAS PREPARED IN =��• _� fyo �p'`1 , �, ys• g I�zy AGGORDANGE WITH THE CODE OF PRAGIGE FOR LAND G`d€ Me ! r \ 25 �V SURVEYS ADOPTED BY THE NEW YORK STATE ASSOG1AT'ON O- -_ { " �SSo KWh t''` �•, 0:9 pIV PROFE55IONAL LAND SURVEYORS. m Qch ar oh\ •��G� NE w Z 0 y Q' W y I QQjq HCWARD W. YOUNG, N.Y.S. L5. NO. 4584 �O P 51 SLf'a/V S/on Cwt 3 \ 3�8' y SSi9 LANOS� e SURVEY FOR ROBERT 5EELEY $ BARBARA 5EELEY '--h LOT 4 "ROCKGOVE ESTATES"LU 1,11 a&�� At Greenport, Town of Southold a � NEgkE Suffolk County, New York a�eg A e =g Count y Tax Map omcrc\ 1000 se.cio" 33 Block 03 Loclq.04 �Pg= FOUNDATION LOCATION SURVEY ti. 3 NOTES �T rym. oe� AREA = 45,563 50. FT. o ° m • SUBDIVISION MAP "ROGKGOVE E5TATE5" FILED IN THE FOUNDATION LOCATION SEPT. 22, 2004 : OFFICE OF THE GLERK OF SUFFOLK COUNTY ON JUNEII, 2001 Q' ADDED COASTAL EROSION HAZARD LINE MAR. 23, 2004 5"63 AS FILE NO. 10637. h AMENDED PROPOSED HOUSE 3 GARAGE MAR. I5, 2004 A10, 6 v MAP PREPARED SEPT. 26, 2003 „3e Q€b: 00'♦=sr A =srSCALE: I"=50' BR�� O =fnwa•e/r ser ■ =inoga•8rr ra�v , ser • rouro 4p,� JOB NO. 2003-0462 3 a DWG. Rc_004_2003_0462_fl =3�E Young & Young a 400 Ostrander Avenue, Riverhead, New York 11901 ' 631-727-2303 C Howard W. Young, Land Surveyor by 'g t t'ig/ Lpt Thomas C. Wolpert, Professional Engineer • < ffo/� Cn ,� /�' _ _ Robert C. Tast, Architect ` a Z B' 4 O 4 Ronald E. Pfuhl, Landscape Architect v S /4. t� ��s p `nty ��/tern Douglas E. Adams, Professional Engineer O N � , ""'S •'R� e '�O. q'O z tt� CO oN K q� z� 3 y NOTES It �47zso—� +1°�asst AREA = 45565 50. FT. . G`.,' ro, gv Hqo x„ /'� qgQ q'' SUBDIVISION MAP "ROCKGOVE ESTATES" FILED IN THE < �'qpo q�y,��� OFFICE OF THE CLERK OF SUFFOLK COUNTY ON JUNE 11, 2001 yp AS FILE NO. 10631.9 p t � ` 347 ,0 n/ 4> ��., NOV 17 2005 Lot 4 N a° �� 50RVEYOR'5 CERTIFICATION 0� \ •. I t @�@€ W - ` i,. � t • WE HEREBY CERTIFY TO ROBERT SEELEY Sc �bs� bib"bi -Qcr. (� w BARBARA SEELEY THAT THIS SURVEY WAS PREPARED IN A too_ N /s o/ ` ,t ``� ���'� y •]C g 3i• @ iC ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND Q$ f11 4qo 2a' SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF b R 23 6 PROFESSIONAL LAND SURVEYORS. c AO „ 't 3 �g0C �'Vpl t , 2.�' 26 a0A__>_.\ � p� I `tt1� o/ kr 125' cti t. t` h 8 4 t HOWARD N. YOUNG, N.Y'S. L5. NO: 45893 0 LAN)- Rpt SURVEY FOR o ckcpye /9��' S'- ROBERT 5EELEY 4 BARBARA 5EELEY F FstQtes FgEf LOT 4 "ROGKGOVE ESTATES" <Rb SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES At Greenport, Town Of Southold UP APPROVAL OF CONSTRUCTED WORKS FOR �'P' AS:NGLEFATXLYRE£IDLNCE w„ Suffolk County, New York ae H.S.Ref.No. 12 f�� \� � F`� /�/ County Tax Mop District 1000 Section 55 Block 03 lot Ic1.04 Date �►c/��� s ' son h�t�cecR .� bt The 52+12 ye disposal and water s,-,Pp.'. ldC.11C25 ut lti. \��O F=INAL 5MY L 1 i�spe tdaR ad tt D r^ rentarr:Rer cks'ndfordto ��� hm fie 0,' GLDnG 1.15. bgsa8s`zti0ryrt3RAlrpr9 i' `+` " ��_ m 'Y FINAL o NOV. 2, 2005 � FOUNDATION LOCATION SEPT. 22, 2004 g<�3 v ADDED COASTAL EROc'ION HAZARD LINE MAR. 23, 2004 r,Un,ment I ^ . a"b AMENDED PROPOSED HOUSE t 6ARASE MAR. 15, 2004 ���� O..t ----- - � n MAP PREPARED SEPT. 26, 200 Jill N/sem, SCALE: I"=50' /4gpp JOB NO. 2003-0462 § � p.wor+xa+r Ser ■ •r+otu+a+r raw A•STw eer A.STn raw /'V DWS. Rc_004_2003_0462_fe € + *W Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code RES check Software Version 3.5 Release lc Data filename: C:\Program Files\Check\REScheck\Seeley.rck TITLE: SEELEY RESIDENCE COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 08/12/04 DATE OF PLANS: MAY 2004 PROJECT INFORMATION: PROPOSED RESIDENCE COMPANY INFORMATION: CHARLES M. THOMAS ARCHITECT COMPLIANCE: Passes Maximum UA=5492 Your Home UA=2756 49.8%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 2707 30.0 0.0 95 Ceiling 2: Flat Ceiling or Scissor Truss 1669 30.0 0.0 58 Wall l: Wood Frame, 16"o.c. 24363 19.0 0.0 1427 Window l: Wood Frame:Double Pane 432 0.280 121 Door 1: Glass 144 0.340 49 Wall 2: Wood Frame, 16" o.c. 13352 30.0 0.0 623 Window 2: Wood Frame:Double Pane 594 0.280 166 Door 2: Glass 36 0.340 12 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 2707 19.0 0.0 127 Floor 2: All-Wood Joist/Truss:Over Unconditioned Space 1669 19.0 0.0 78 Boiler 1: Other(Except Gas-Fired Steam), 84 AFUE COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculation miffed with this permit application. The proposed systems have been designed to meet the New York State Energy Cc ion Code requirements. When a Registered Design Professional has stamped and signed this page,they are f his/her knowledge,belief,and professional judgment,such plans or specifications are in co ' this1 n . 'WIW 2, .A Builder/Designer -0 a Date_ I_L)Lf REScheck Inspection Checklist New York State Energy Conservation Construction Code RES checkSoftware version 3.5 Release I DATE: 08/12/04 TITLE: SEELEY RESIDENCE Bldg. Dept. Use Ceilings: ( ] 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: [ ] 2. Ceiling 2: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: I Above-Grade Walls: [ ] 1. Wall I: Wood Frame, 16" o.c.,R-19.0 cavity insulation Comments: [ ] 2. Wall 2: Wood Frame, 16"o.c.,R-30.0 cavity insulation Comments: Windows: [ ] 1. Window 1: Wood Frame:Double Pane,U-factor: 0.280 For windows without labeled U-factors, describe features: #Panes_Frame Type Thermal Break? [ ] Yes[ ]No Comments: [ ] 2. Window 2: Wood Frarre:Double Pane,U-factor: 0.280 For windows without labeled U-factors,describe features: # Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: I Doors: [ ] I. Door 1: Glass, U-factor: 0.340 Comments: [ ] 2. Door 2: Glass, U-factor: 0.340 Comments: Floors: [ ] I. Floor l:All-Wood JOixJTruss:Over Unconditioned Space, R-19.0 cavity insulation Comments: [ ] 2. Floor 2:All-Wood Joisl)Truss:Over Unconditioned Space, R-19.0 cavity insulation Comments: Heating and Cooling Equipment: [ ] 1. Boiler 1:Other(Except Gas-Fired Steam),84 AFUE or higher Make and Model Number 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 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. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for ab installed heating and cooling equipment and service water heating equipment must be provided [ ] Insulation R-values,glazing U-factors, and heating equipment efficiency must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I Duct Construction: [ ] I All joints,seams, and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,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 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's 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. I 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 part of a circulating system. [ ] I 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 on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 T 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 Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts 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 OS 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 Pipe Sizes Ding System Types Range F 2"Runouts I" 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) I D ARCyT h �h5 M. Ty _ T N0. 024I)�'AyOQ qrE'OF H00 _ASPHALT ROOF SHINGLES— — - Z O I� d ASPHALT ROOF SHINGLES ASPHALT ROOF 5HINGLE5 2 U Q8 N F W p( ASPHALT ROOF SHINGLES O aW yQ TO b• PLT � ry SHINGLES— ILI F77 Lu_ --- ASPHALT ROOF SHINGLES --- __---_— _ _. - FLR T O SECOND �/'J� TO W-O' PLTFQ z L --_ - - - --- _El T FLOOR WINDOWS '.I TO. FIRST Lu_ - Q- 1�-- - TO FIRST FLOOR G R A D E11 Ito o R A D E E FRONT ELEVA 1 ON -� I ' Lu Lu V 1 z o p 0 12 ASPHALT N �8 ROOF SHINGLES ASPHALT ROOF SHINGLES < A5PHNLT ROOF 5HINGLE5 ASPHALT >' ® ROOF II' 5HINGLE5 ttJ I w z � 3 PL MBING p o IU ALL PL MBING HASTE &WAT H LINES NEED - - O ._DHT3 1 5 TESTING FORE COVERING TD S'-O" PLT CEDAR PERFEGTION 5HINIGLE5 CEDAR PERFECTION 5HINGLE5 PLUMBER CER TIFICAT,ION 12 ON LEAD C NTENT F[FORE m � CERTIFICAT OFOCCOPANCY v SOLDER SED IN WATER ' \\ _6 SUPPLY S STEM CANNOT V N v N EXCEED 21'0 OF 1% LEAD. r 4 0 m 'Q 1056 a 1856 3062 3062 `9 I I r ASPHALT ROOF 5HINGLE5 DO NOT.PROCEED WITH v FRAMING UNTIL SURVEY } 1 TO SE-OND FLR f- ._ FOUNDATIONLOCATION I Z 4 t0. 9'-O" PLT .� _ HAS SEEN APPROVED. � F r 0 rc. FIRST _ 1 a FLOOR SINDJLaS -" UNDERWRITERS ERTIFICATE m REDUIR D w RETAIN STORM WATER RUNOFF. OC UPANCY OR V o PURSUANT TO SECTION 45.10C F P o OF THE TOWN CODE. USE IS UNLAWFUL L CFDAP PERFE`TION 5HINGLE5 WIT OUT CERTIFICATE L xxQ CEDAR PERFECTION SHINGLES OI• W CCUPANCY , \ 0 TO, FIRST FLOOR 6010E * APPROVED AS NOTED V a G R DATE:ADE E o B.P.i _3oST'_ _ aALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE FEE: N CODES OF NEW YORK+TiTATE. NOTIFY BUILDING DEPARTMENT AT E R E A R E L E V A T I I O ' ` 765-1802 8 AM TO 4 PM FOR THE SHEET NO 0E516N CRITERIA II ,� FOLLOWING INSPECTIONS: _ / / GALE: 1/4 — -O / 1. FOUNDATION TWO REQUIRED 2 5 TION OF T TO DAMAGE UPLIFT LOAD HALL U5E/ HEIGHT FIRE TYPE OF �7 CERTIFICATION O FOR POURED CONCRETE GR OUN WIND SEISMIG SUBJEG WINTER ICE SHIELD FLOOD LIVE DEAD ROOF UPL - NAILING &CONNECTIONS SNC'rl DESIGN O FR05T SHEATHING OCCUPANCY AREA CONSTRUCTION .�I� -, 2. ROUGH - FRAMING 6 PLUMBING SPEE DESIGN UNDERLAYMENT HAZARDS LOA LOAD � REQUIRED. 3. INSULATION LOAD CATEGOR LINE TEMP REQUIRED SUCTION LOAD CLA551FIGATION /. FINAL - CONSTRUCTION MUST (MPH) I-TEATHERING TERMINATE DECAY r 4E' rao[nAr[ BLI[iV ro Yes s FI MO a F5F m F9P PS[1E83t[oee 201E=an PSF 7n1E=866 PSF RH saa Frew a =zwl s6 irFa v �� F NE BE COMPLETE FOR C.O. q r5 a SPfERE 0 P5F [BHepR g =mn p5F 9EOCW FL, I,ey,l,F }' 1'i�OOD ZO11rJ ALL CONSTRUCTION SHAH MEET TH� REOUIREME CODES OFN tO HS�W M006U7E PZM MN9 HI0001t 201E 51 I (, _ COMPLV WITH_CIjAp_IE.R dR MS OF THE _ r NSIBLE-F0 SOUTHOLD TOWN CODE. DESIGN OR CONSTRUCTION ERRORS. �EpED ARC M. If 4 W IND O W 5 G H E D U L E 2-2x1 HDR. —___-- 2-2"xl HDR. d 2456 2456 •T ��' N�• 02400'1 N� \ O ALL WINDOWS 400 SERIES TILT WASH DOUBLE HUNG PER ANDERSEN. 9TFOFNE�y ALL WINDOWS SHALL BE LOW "E` HI5H PERFORMANCE SUN. 5 5 II ud' TJI JOISTS ® 16" OG ry 5 p FIR5T AND SECOND FLOOR: 15-04" u �\ R-wlNsuLAnoN z 2 2 4 q ` IS O O''' MODEL # 2 ANDERSEN #1656 ' �� uDR 2 °xl —HPD 2-2"xl ''HRRMA5TER 3 ANDERSEN #2016 e>=DRooM / +��, q (p SLDbd 0 6 ANDERSEN #3056 (E6RE55) ry ch" g'-0• LLB. 2 ANDERSEN #2432 SMOKE ° w 24 ANDERSEN #2456 O—DErecroR o 4 ANDERSEN #24310 /� 52 52 5 4 ANDERSEN #3042 5 v 6 ANDERSEN #2442 2 ANDERSEN #1856o m GREAT x ry 4 ANDERSEN #1070 3° 0 \ ROOM 4 ANDERSEN #2446 \ N 4 ANDERSEN #3062 (EORE55) / \ 4 ANDERSEN #DHT3015 (TRANSOM) - - � r s'-g^ - - -� 2 ANDERSEN #1842 \ s'-g^ a'-6^ W.I 3 ANDERSEN 3020 (BASEMENT WIND WS w5 ° ° G O5 T i 4 # ) / o � � �s � � CLOSET _ 2 ANDERSEN #3070 (INACTIVE DOOR) 5 ANDERSEN #3070 (ACTIVE DOOR) m 5Lu ANDERSEN #2610 (DOOR) NOOK k _ — J ��/ S \y" k° \ q'-0• LLB. \ 2 ANDERSEN #2668 (DOOR) � , \ '6 TEP DOWN 6" MIGROLAM GIRDER Lu/\\ VO • \ C S / °-I�Ia,- 2610 � VVV bi' e,. Z s / 0 P D 26-10 Y Ys CL TG IN \v o '�� A MASTER O—SMOKE a 1 ' I DETECTOR ® y n IFIFiI �v TAIR ° 2- x77 FAMILY ROOM ✓ DININ R ROOM fV 4 z _OL��_6,ro 4. 8 5,_6„ J z le QILL IL N J Qk LL / 2 GAR ` 510E �Q C7spy / / ))) ARAEE w t ENJJ— b IHR. RATED \ \ ` Sib" TYPE x SHEETROGK. V � WALLS 8 CEILING V �V A ROOM y 2' ° O �J \ \ \ \ q'-0• LIE\k` ° \0 SMOKE (�� D + I' FIRST FLOOR FLAN •- � Flo if Ali / \�A `J X ' � 8 \ j SHEET NO �jtipEO ARC,y/T 35'_0" i BALCONYsr �0. a Ao6� PF 51 �� 51 4TF OF NE`N 1856 2 " 2-2"x12"HDR. 2-2"xl2"HDR 2-2"xl2"H R H II M" TJI J015T5 ® I6" OG (L +pry I m R-19 INSULATION - Z O O � f 6REA ROO rnw 2 ' �, BEDROOM #I \ S2 � SMOKE O^DETECTOR Z / O 30by0\9 PD 2610 F �3068 A 12'-4" Q 1Am" ° BATHROOM 9 / 33 I q -St HI�G AREA ._ _ III � "61 4 so Q LU 2610 i � X56 N�fi � \ V6 - •_ — � 36" OPEN RAIL p� G 1G1 LIZ LU I n/ z 36° OPEN RAIL = BEDROOM #1 N IL Y� ry f\� NC BEDROOM#� \ _ — — _ _ ' N p3 p y B'o• Cis N SMOKE SMOKE _ - - gyp.- 3 - �6 y.\2 6 S O ^DETECTOR N DETECTOR O / � v 0^ ,-� ' J FOYER � � N � � LU c� 3 0 n x / ,V A� 3� TO ON ry STAIR x ry uj \ o / FAMILY ROOM \ � . � Ir-a" LU 2 � ry 6 O6 •,HDR ttf O^SMOKE \ \\ m 0 1-g U ' b \ DETECTOR \ s' ' 2'-8" 2'-8" 5'-10" 4 2-2"xl2"HPR. ry T v 02 N OPEN Z66� N BELOW 4G - ,Z n'-a" `*\� � �\ z LAUNDRY , Or 2 d2 a.0�o L 2b'-O" cV O H -OA A IL IL H u o \ UNFINISHED ATTIC ®, o�F A � 3 N 6 E O �\2 � 0° r i ,7 3 d2 gX \, 0 /�\ �� SEGOND FLOOR FLAN 0 1-de / // SCALE: I/4" = I '-C " {, ol / / SHEET NO ZA� / 35'-2" 4 S M. �C E. f6 ffGG N - - - - - - - -- - -- ----- I I - -- - - - - - - -- - --, � N�.1TFo. '0240raAID 0" POURED CONCRETE OF NE`�'� FOUNDATION WALL ON 8"x16" I i POURED GONGRETE FOOTING I m z I I I I o DROP FOUNDATION WALL ' 6" FOR 5TEP DOWN---\ I II v�" TJI JOISTS ® I6" OG. \\ O d I - - - -- - - - - - - - - -- - - J \\ R-V91N5ULATION �I - // .---- - - - - - - - - - - -- --- - - - m o / PROVIDE 5/H" TYPE / 6YP BD ON OEIIIN& ABOVE FURNACE FCR AT I LEA5T 3'-0" ON ALL I A5 FER N Y.5 CODE _ J 11z", rhD rr 11 va" Til J ST5 a 16" OG _ -- � w / / 1 R-19 IN5U TION 1 BOILER L = ,.� / DROP FRAMING i 51.10KE — lr c:1-7 / O__DETECTOR Lu L J LlLu l QI I iv ' j' \y,.�A \I I 1 �/ �• Illi ml I � JIII II I I I G—f 7 - - - - - � 111 B-I iia x u Tib° r F — — — — — — I u i \ peop L - - J L - - J I L — J L 1 I I in F � L O 3-I 3/4" x II VE` l tNrL GIRDER / p fr, FwsN o FLooR J5r5 ( I I I 5 �� - �O Pte° eo EO e o L _ _ J CL �00� iN �i A I 1 ® o Lul lrn�� in s I I �;-O i -fig ° of I Lu � m ILL I I wm R o z ® \ I z� Q f3.1 2x10 GGA OlRDER V'2 12'm TUBE FOOTINGS z i PO°PS OON A'k� l'-10 `—MIN 36" 2ELOW SPADE O (MUST DE VIRGIN 501L) i 16-10" ll'-2" 4L Q 16 \ X L � '= X(NE OF WALLS i i i � i •� CrrP7 � i� zz Q 3 O iILL I \ N \ \ � \ \ x•2"6 / � `�N, i' i' V! -� 2GAR OARAe s V `v O v v vv % FOUNDATI ON PLAN 4' POURED cOW-. SLAB ON \ MEXLAVA� COWACTED 50it/ ax? \ \ \ / �\ SCALE: I/4" = I'-O" O K) IHR. RATED ✓ \ \ ' � I 5`E5'" TYPE X SHEETROGK \ NA[-L5 c cEIUNG \\I1 I 2"A POJ V i h 10 \ \ OR0 t0 i i SHEET NO Y �/ 16,0 4 --- BAR 1 ' c�5 �E5 M. TyC TF 02406 OP ATF OF NfNy w M ROOF m ROOF / prnJ fnP1 ftmJ ROOF z 0 r F Hr I , i i� � a � I �Hnv �ry IIp 4 Fvr I �N I illiHt uVfuV Iwc I v uvluv i I ASPHALT ROOF SHINOLE5 LL ExIsrlNs I I I I SECOND FLOOR p � 7 TO_9.-OPLT HO t'�� P Iry i I� I� 4,-H Fuz � v q wev �F�v I j 7711 HrtoI uvl ww I qx LOW I I IK 4 CEDAR FRE5N AIR INLET I I 1 I I PERFECTION qg PB I I I 1 I FIR5T FLOOR SHINGLES ++-�1 H9 r El 3' Wr HQ' H!Y Hfr Y ASPHALT ROOF SHINGLES F TO SECOND FLR ' CONNECT TO APPROVEDP.V.G.PIPE PITLNED FA.I. 6 5ANITARY 5YSTEM AI A5 PER N.Y5.CODE _ TO RST_ FLOO FLOOR WINDOWS LU PLUMB1NO RISER DIAORAM ks, SCALE: N.T.S CEDAR PERFECTION $HIN6LE5 O LU I \ Q-_ (y z TO FIR5TFLOOR O GRADE 7-�UI/I I E RICHT SIDE ELEVATION —1 3 SCALE: 1/4" = 1'-0" LU LU 2" x 12" RIDGE BEAM TYPICAL ROOF CONSTRUCTION ASPHALT SHINGLE ROOFING At T T I G 12 ASPHALTROOF OVER 15+1 ROOF FELT ON I/2" GD X. PLYWOOD �g SHINGLES SHEATHING 2" X 10" ROOF RAFTERS 9 Ib" OG 2' G X 12" RIDBEAM \ \ ASPHALT ROOF SHINGLES �yy 2"xb" COLLA TIES O Ib" OG !I ASPHALT ROOF SHINGLES \ TYPIGAL CEILING, GON5TRUCTION 2' X 10" CEILIN6 JOISTS ® Ib" 00 W/ R-30 BATT N5ULATION�-- ATT I G _ o q DT3 HIS � \ ASPHALT ROOF SHINGLE Q ul TO H'-O" PLT —_ - - - 2 I/2" GYP, BD FINISH TYPICAL WALL GONSTRUGTION T e s 3 conr JOB �26 ' CEDAR PERFECTION SHINGLES TYVEK HOUSE —\ WRAP 1/2" CO X PLYWOOD SHEATHING ON Q 2"X6" WD STUDS ® Ib" 0C R-15 INSULATION \ BEDROOM #1 6 t- CHIMNEY LINE CEDAR ----SEC NO F R PERFECTION ' V A SHINGLES ASPHALT ROOF SHINGLES \ O Ih ' TO SECOND FLR Jc n\ 4 TO 9'-O" PLT w I/2" GYP BD. FINISH T 6 5, 3 GOAT JOB Z MA5TER �, ® ® �- 4 BEDROOM GeR�Be� 'I w TYPICAL FLOOR CONSTRUCTION r s 1 \ II 7/8" TJIOR JOISTS OC- 3/4OPLYWOOD 505FLCOR J (( V To FIR5T FLOOR W MIN R-19 BATT INSULATION I J L x FIRE STOP PER _ CODE TYP FIRE STOP PER m GRADE CHIMNEY LINE TECOS a BLOCKING DROP FOUNDATION WALL 4 b" FOR STEP DOWN R CELLARS E G T 1 O N 1 2 ---III = 3" 0 A STANDARD WEIGHT STEEL PIPE COLUMN SCALE: 1/4" 1'-0" SHEET No d" POURED CONCRETEFOUNDATION ON A 30" x 30" XIS" POURED CONCRETE LIQUID MEMBRANE Ab" WALL ON A B" x Ib" POURED FOOTING (T(P) 4" POURED CONCRETE SLAB I WATERPROOFING COVE OVER CONCRETE FOOTING 4 FIILL VAPOR BARRIER FOOTING ,�EpED Aq . � M CORNER AND PARTITION P05T5 P�UrPP Es T rFO r PAqrTER5 AND GEILING JOISTS APPROVED L !I ROOF TPURU55 TOP 1 NOTE TOP PLATES N e P T o 0 TOP PLATE SECOND STORY TOP PLATE A THIRD STUD AND/OR PARTITION INTERSECTING 9TF OFNE t�yO SEE DRILLING AND BAGKING 5TUD5 SHALL BE PERMITTED TO BE JOIST 15 PERMITTED TO NOTGHING PROVISIONS OMITTED THROUGH THE USE OF WOOD BAGKUP BE GUT OR NOTGHED GLEAT5 OR METAL DRYWALL CLIPS THAT WILL STUD STUD FLOOR JOIST- BETWEEN THESE LIMITS WALL STUD- SERVE AS ADEQUATE BACKING FOR THE FACING BORED HOLE MAX Z SEE DRILLING AND SEE DRILLING AND MATERIAL, BORED HOLE MAX DIAMETER 40% --T BOTTOM PLATE - NOTCHING PROVISIONS NOTCHING PROVISIONS DIAMETER WFGM SECTION 3.3.1.1.1 1/3 SPAN 1/3 5PA WFGM SECTION 34.1.1.1 FRAMIN6 DETAILS OF STUD DEPTH ` M STUD DEPTH r 5/8" MIN, TO EDGE � o T 5/8" M . TO EDGE 5/8" MIN, TO EDGE J015T ENDS TO BE 5/8" MIN. TO EDGE NOTCH MUST NOT EXCEED FOR BLOCKING BLOCKED AGAINST 25% OF STUD DEPTH-- BAND J015T AND BRIDGING ROTATION IN ACCORDANCE m TOP PLATE-2/ LATE OR BLOCKING SEE WFGM SECTION 3. NOTCH MUST NOT EXCEED IF HOLE IS BETWEEN 40% AND 60% w WITH WFGM 3.3.1,3-END RESTRAINT 40% OF 5TUD DEPTH OF STUD DEPTH THEN STUD MUST BE p BEARING AND 3.3.1.4 BRIDGING DOUBLE AND NO MORE THAN TWO BORED HOLES SHALL NOT SUC6E551VE STUDS ARE DOUBLED WALL BORED HOLES SHALL NOT BE LOCATED IN THE SAME AND 50 BGRED m IN.x4 IN. RIBBON BE LOCATED IN THE SAME GR055 SECTION OF GUT OR LAP JOIST 3 IN. MIN. GUT INTO STUD - GROSS SECTION OF CUT OR Z 0 BAND JOIST BOTTOM PLATE FOR FIRE BLOGKING eYP5M BOARD INSTALLED IN m OR BLOCKING Ibd NAIL AT 24" O.G. AGGORDANGE WITH WFGM TABLE 3.1 SILL PLATE JOIST WFGM IQa3 SBG H16H WIND EDITION WFGM Ia�S SBG H16H WIND EDITION GRAWLSPAGE SUBFL°°R MONOLITHIC WOOD STRUCTURAL PANEL SEGTION 3.4.3.1 .1 SEGTION 3.4.1 .1 .1 FIGURE 3.2B OR BASEMENT FOUNDATION FOUNDATION DE HITHINSTALLED W BLE 51DANGE NOTCHING AND BORED HOLE LIMITATIONS NOTCHING AND BORED HOLE LIMITATIONS FOUNDATION 8d NAIL AT 6" O.G. WITH WFGM TABLE 31 (ALL PANEL ED6E5) FOR INTERIOR NONBEARING WALLS FOR EXTERIOR WALLS AND BEARIN6 WALLS 8d NAIL AT 12" O.G. ON ALL PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING PANE 1NEDeE5BER5 NOT AT BEARING WALL (cJ OUTSIDE CORNER DETAIL L._ TYPIGAL WALL FLOOR I ROOF FRAMING EXTERIOR CORNER FRAMIN6 ROOF FRAMING DOUBLE TOP PLATE � Lu 2x4 CONTINUOUS Lu LATERAL BRACE AT b' O.G. z G PPL SN GHEADER ONINEGTOR5 2-I0d NAILS ¢ (\ A IF . 1-D � IQ / i TRU55 OR GEILING J015T C�k WIND-BORNE DEBRIS PROTECTION FA5TENN6 SCHEDULE HEADER STUDSFU LLSNU 5 / GABLE END TRUSS FOR WOOD STRUCTURAL PANELS ENDWALL NOTE: FASTENER S P A C I N G UPLIFT CONNECTION L REQUIRED I FASTENER 2 FEET 4 FEET 6 FEET JOISTS AT EACH ENC OF HEADER AND p PANEL SPAN f PANEL SPAN PANEL SPAN PANEL SPAN c NES AT BOTTOM OF HEADER SUDS IN obs z `— TYPE A A UI ADDITION S CONNECTORS AT 5d i OLER NAILS AT 10" O G � - - 4 2 FEET G 4 FEET 6 6 FEET L 5 FEET WALL STUDS AND AT TOP ANDLu BOTTOM OF CRIPPLES p BLOCKING 2"x4" ELOCK NAILED TO EACH 2 I/2" *b b" b" 2" q" i Q � WOOD SCREWS TYPICAL FRA AMIN6 AND UPLIFT BRE WITH 4-10d NAILS BLOCKING-/ CONNECTIONS FOR OPENIN65 WOOD S6'P5"" BOARD 2 I/2 5 Ib I6 12 d COOLER NAILS AT 7" OG - TCREWS Ib a. THIS TABLE BASED ON HO MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. FLOORS"BRAGIN6 AT END,, BAYS 8d NAIL AT 4" O.C. 20 GAUGE STRAP b. FASTENERS SHALL BE INSTALLED AT OPPOSING EN05 OF THE WOOD STRUCTURAL PANEL, SECTION A-A (NFGM FIGURE �.CJfJ) 10-8d NAILS t. NAILS SHALL BE IOd COMMON,OR 12d BOX NAILS. .� CHED d. WHERE SCREWS ARE A TATO MA50NRY OR MASONRY/5T000O, THEY SHALL BE 12" MAX. ATTACHED UTILIZING VIBRATION-RESISTANT ANGHOR5 HAVING A MINIMUM ULTIMATE u� END 5UD.. WIfiH➢RAWAL GAPAGITY OF 490 POUNDS. NAILS BASED ON 6ABLE ENDWALL BRAGIN6 OF FOOTING SHEAR WALL REQUIREMENTS e. NOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 1/I6 INGH (11.1 m) � w (WFGM FIGURE 3.6a) WATER O NAL WALL CLOSET NO GEILING —CENTER 2x BLOGKIN6 F- 4„"AL 2„ WAL OR BIDE „ WALL � G DIAPHRAGM w [FACE REQUIRED ON SHEATHING JOINT ¢ w0 15/32 WOOD STRUCTURAL PANELS ON GABLE FACE AND ON WALL BELOW Tue V Q TUB H/2 BUT NEED T H/3 BUT NEED NOT H BASED ON 5HEARWALL REQUIREMENT5 ff- ,� RANCE EXG ED IS F?. AX. EXCEED 40 FT. M X. 21” G�EARANGE 21" G EARANCE GABLE ENDHAPREFERRED METHOD FRAMIN6 oLu 114" GLEARA E LAVATORIE5 114 FRONT OF Tie FOUNDATION GLEARANGE FROM 5LOPE5 SHOWER USE USE 8b TENSION STRAP -8d GONIMON NAILS MINIMUM FIXTURE GLEARANGE5 WATER GL05ET5 EXTERIOR OR BEARING WALL 2 EACH END OF -I/4" � 0 15AUOE `✓lT'AP ts) 4-1 � Q r NOTCH GREATER THAN RAFTER ROOF RAFTER So% of THE PLATE WIDTH`. T ,4E3LE 8301 .4 m 16 GAGE (0.054") AND 1.5" WIDE r 20 CSA. STRAP e METAL TIE AC R055 AND TO EACH / Q – W/(5) 5d NAILS ® NAILS EACH SIDDNGHwIrHe-16a P10 EBEAM HlNlr-VU f UNIFORMLT` DISTRIBUTED LOADS (PSI' � EAGh s'oE RID6E TEN51ON STRAP DETAIL o TOP PLATES USE LIVE LOAD � o w EXTERIOR BALCONIES 60 ,V,� Q PIPE i DL C KS 40 — ACCO BOARD INSTALLED IN Bd NAIL EL 6" OCG ACCORDANCE WITH WFGM TABLE 31 PPSSEhIGER VEHICLE i�ARA6E5 50 x (ALL PANEL EDGES) � � X TOP PLATE FRAMIN6 ATTIC WITHOUT ST°RASE 10 c- g Simpson Stron -Tie A-FTIC.e wrTH STORAGE 20 o Simpson Strong-Tie p g TO AGGOMMODATE PIPING WOOD STRUCTURAL PANEL ROOMS OTHER THAN SLEEPING ROOMS 40 A35- Ghimney Framing PD WITH HFGM (TABLE 3RCANGE Ibd NAIL AT 24" OG SLEEPING ROOMS 30 3 ROOF RAFTER / RIDGE DETAIL CORNER BRAGIN6 DETAIL Bd NAIL AT 6" OG FRAMING MEM °N ALL STAIRS 40 MEMBERS AT PANEL ED GE5 AND 12" OC. ON ALL SHEET Nu 3 5GALE: N.T.5. 3 SCALE: N.T.S. FRAMING MEMBERS NOT AT GUARDRAILS AND HANDRAILS 200 (b) INSIDE CORNER DETAIL PANEL EDGE5 EXTERIOR GORNER FRAMIN6 — I 1 The design of this structure Is based upon prescriptive approach using the GENERAL NOTE 5: v5S�P5 MA�CHirF Wood Frame Construction Manual (WFGM) published by The American Forest and HO Paper Association. I. All works shall be performed In accordance with oil state, ?P y Non-structural elements are based upon The Now York State Residential municipal, local zoning and building codes and ordinances U A, (TABLE 3.1 VfGM H161-{ WIND EDITION) Cpde-January 2003 having jurisdiction and best standards of construction ,C1. H C7 5 G H E D U L E For the Gllmatic and Geographical Design Criteria, see Tale R301.2(I) on cover practice. 11 sheet. The American Instituta of Architects Conditions shall apply All non an ineered lumber to be Douglas Flr#2 or better to all work performed on this g project. T 1'0, ppa06n Qr he NUMBER OF NAILS NAIL 5PAGIN6 Delo Gritera-section R30L2.1.1. (See Table R3012.1.2. for Wind-Born Debris dlslons-Sartion R301.2.1 2. cre anclee muste Contractor shall be lbrought to the all dattention itions at tof the eArchitect ATF OF NENyU JOINT DESCRIPTION g p g Protection prior to commencement of construction. The Contractor shall be RA R' 0 TOP PLATE TO -NAIL 4-8d PER RAFTER Fastening Schedule For Wood Structural Ponels) responslble For corrections not reported once he has started work Dead Load-5ectlon R301.3 except for hidden job conditions. z C ILIN6 X15T TO Top PLATE TOE-NAIL 4-ed PER J015T Live Load-5ectlon 8301.4 3. Contractor shall guarantee to the Owner that all materials and 9'-16d EACH LAP Light and Ventilation-Sectlon R303 equipment Incorporated In the work will be new, and that all work C)G I J01 T TO PARALLEL RAPIER F E- I- D Minimum Room Area-5ectlon 8304 will be of good quality, free from faults and defects for a period q-16d EACH LAP G ILI '01 T OVER PA TITIONS A E-NAILED Gelling Height-5ectlon R305 of one year form the date of the final Certificate of Occupancy. a OLLAR TE TO RAFTER AGE-NAILED b-8d PER TIE 5onitatlon-5ection R306 4. The Architect shall not be responsible for the construction means, - 2-8d EACH END Toilet Bath and Shower Space-Section 8301 method, techniques, sequences or procedures, or for the safety W BLOGKI TO RAFTER TOE-RAILED Glazing-section 8308 precautions and programs In connection with the work, and he TRIM BOARD TO RAFTER END-NAILED 2 Ibd EACH END Garages and Carports-Sectlon 8304 shall not be responsible for the contractors failure to carry out m Emerggency Escape and Rescue Opening-Section R510 the work In accordance with the constructlon documents. The W WALL FRAMING Exit-Sectlon R311 Architect shall not be responsible for the acts or omisslon by TOP PLATE TO TDP PLATE AG -NAILED 2-I6d (5EE NOTE 1) PER FOOT Landing-Section R312 the contractor No changes shall be made in the documents Ramp5-5ectlon R315 and/or the building as designed without the expressed written TOP PLATE AT INTER5EGTION (FACE-NAILED) 4-16d JONT5 - EACH 51DE stalrwoy-5ectlon 8314 consent of the Architect. m Hondrall-5oction R315 5. The contractor and all subcontractors shall maintain continuous STUD TO 5TUD (FACE-NAILED) 2-Ibd 24' O.G. o Guard5-5ectlon 8316 Insurance coverage statutory policies (Worker m H5APW TO HEADER AGE-NAILED Ibd 16" O.G. ALONG EDGES Smoke Alarms-5ectlon Ran Compensation, etc) and general Ilobtlity In on mount not \ Foam plostle-section 8318 less than s 5 million and automobile liability and damage TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER 2X4 STUD y ll Flame Spread and Smoke-Section 8319 coverage not less than 9 2 million. The Architect shall be � 3-16d PER 2X6 5TUD Insulation-5ection R320 named Insured on any and all policies. 4-Ibd PER 2X8 5TUD Dwelling Unit Separation-5ectlon R321 6. Provide 0.025" aluminum termite shield over fibrous FLOOD TO FLOOR Moisture Vapor Retarders-Section R522 Insulatlon at oil perimeter 51115. 51M5ON 5TRON6-TIE Protection Against Dec 5ectlon R323 GONNE TION BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJ015T OR BLOKNG 9 � T. All wood 1n contact with concrete or masonry to be Wolmanlzed 1.�jTA�j ( FADE-NAILED) Protection Inst Terml s-5action R324 , 2-16d (SEE NOTE 12) PER FOOT Site Address-Section 8325 or pressure creosoted. Accessiblllt -5ection 8326 8. A single station smoke detector alarm device shall ne Installed FLOOR FRAMING 9 In each bedroom, on all floors and shall be all Interconnected per code. J015T TO ILL TOP PLATE TO 61RDER TOE NAILED 4-8d PER J015T Flood Resistant Construction-5ectlon 8321 q, All bathroom without operable windows to be mechanically ventilated as per New York state code. ID61 TO J015 OE-NAILED 2-8d EACH Foundatlon-Chapter 4 Design based upon presumptive load beoring values of sandy gravel and or 10. Heating to be deslgnad to provide l0 degrees F. with outdoor _ BLOCKING TO 51 L OR TOP PLATE OE-NAILED 3-I6d EACH QLOGK gravel at 3000 pounds designed air-temperature of O degrees F. and 15 MPH wind. �-- LEV6ER STRIP T BE AGE-NAI ED 3-I6d E I per square foot. Contractor to consult Arcitect If different soll materials are regulation of N.Y.B.F.U. and a II. All electrical work to be a accordance tN.Y.B.F.U. certificate Is the rules and ~ found upon excavation, J 5T 0 LEDGER TO BEAM TOE-NAILED 3-8d PER J015T to be presented to the Owner at the completion of the job for test hole, for altionon, ve footing and foundation wail design. 12. Plumbing Installation to comply with State and Local codes I ' BAND XIST TOJOIST (END-RAILED) 3-I6d PER J015T Foundation Notes: and the sewage disposal system to meet Health Department standards. AND I T TO 51LL OR TOP PLATE TOE-NAI ED 3-Ibd PER J015T /2" Ancor golfs (55T6-28) See chart on this sheet for spacing 13. Do not scale drawings. se figure dimensions only. z , 14. All work to conform to the rules and regulations of the New York 3 8" poured concrete foundation wall, 8'-O" high, 3000 # test g ' _ ROOF SHEATING Energy Conversation Construction Code. All glazed area to be double. � Minimum depth-Section 403.1.4, 48' minimum coverage to top of footing lazed and all exterior door to have Insulated cores. TU PANELS 8d (5EE TABLE 3.8) I6"x8" poured concrete wall footings, 3000# test g 2-I 3/4"x11 "U8" Mlcrolam Girder (or 3 I/2"x11 7/8" Power Beam) 15. The insulation protection as Indicated on these plans exceeds DIA60NAL BOARD 5HEATING the Codes minimum standards. \ I"X611 OR I"X8" 2-Bd PER SUPPORT 4" poured concrete Floor slab with bxbx#10 mesh and vapor barrier 16. These drawings and specification are Instruments of service and O Damp proofing at exterior foundation below grade-5ection R406 shall remain the property of the Architect whether the project for .-.i I"X10" OR HIRER 3-8d PER 5UPPORT 30"x30"xl2' deep poured concrete column footings, 3000# test which they made Is executed or not. They may not be used on any other project except by written authorization of the Architect g CEILING SHEATING Deck and porch flootings as noted, 3000# test, 46" minimum buried depth n. Architect has not been retained for site supervision, on-site m IPSUM WALLBOARD Sd GOOLERS " EDGE / 10" FIELD Inspection and certifications as required or requested by the Owner, L] Foundation wall to extend a minimum 8" above Finished grade contractor or local building department. 51 N STRONG-TIE WALL SHEATING All footing to be carried down to undisturbed loll STRUGTU PAN 5 8d (5EE TABLE 3.q) No footing shall de set higher than a 30 degree angle from any other footing MT 12 4L1 Pour no concrete on frozen ground or In freezing water. FIREBOARD PANEL5 Provide 3 1/2' steel rally columns. /Ibn (2d 3" EDGE / b" FIELD Backfill shall not be placed against the wall until the wall hos sufficient UPLIFT - GONTINL101/5 PATH CONNECTORS Q strength and has been anchored to the floor above, or has been sufficiently ` 5 8d 3" EDGE / b" FIELDUSE 51MP50N STRONG-TIE CONNECTORS braced to prevent damage by the backfill (Section 8404.1.1) 5d COOLERS I" EDGE / 10' FIELD Floors - WFGM Prescriptive Method. FOLLOW PRODUCT SELECTION GUIDE AND >e 61P5U WA Floor framing shall be nglled In accordance with Table 3.1 WFGM HIGH WIND CONSTRUCTION CATALLATION hTAL06 G-HW02 AL FOR HIOH IND RESISTANT HA A 8d (5EE TABLE 3.q) EDITION, PAR JG A PA bd (5EE TABLE 3.q) Draftstopping - Section 8502.12 LTP4 Flreblockln Section R502.13. ANCHOR BOLTS A FOUNDATION USE; \ I71A{^JONAL BOARD SHEATING q NOTES FOR OR SNITH PAG NG6 PLATE, SEE FOUNDATION 2-8d PER SUPPORT Floor Gonstructiom LTp ' I^X6° OR I°XB° 3/4" plywood subfloor, fasten per Table 3.1 WFGM. SILL PLATE TO RIM JOIST USE: I"XIP" OR WIDER 3-8d PER SUPPORT Floor joists: see Foundation and Floor Plans, spacing as noted. le 3.1 WFGM. ANDGARA6EMOU5E COMMON WALL 4EXTERIOR PERIMETER 2-2x6 GGA sill with termite shield and 5111 seal. ' STRUCTURAL PANELS Finish floors per agreement. USE (4)-8d NAILS AT EACH END FLOOR 5HEATI Fasten per Tab P OR LE55 8d 6" EDGE / 12" FIELD 6ARAGE STUD 6ARA6E SILL PLATE USE. 0d 6" EDGE / 6" FIELD Wall construction - WFGM Prescriptive Method. Wallframin andfinishln shall be nglled and or screwed In accordance with SSP CONNECTOR AT I6" O.G. GREATER THAN I' Table 3.1 WFGM q USE (4)-8d NAILS AT EACH END F 01,A601AL BOARD 51EATING 1x6 fascla, wrap 1"Xb" OR 1"X8" 2-8d PER SUPPORT Overhangs as noted. MIS 10156" O.G. STUD CONNECTION USE: 5I LL PLATE TO RIM JOIST AND V I"XIO" OR HIDER 3-8d PER SUPPORT Vinyl vented soffits. Alluminum gutters and leaders.5iding: see Elevations. USE (4)-bo NAILS AT EACH END RIM JOIST TO STUD CONNECTION I. NAIL REMIREMENT5AREA BASED ON WALL SHEATIN6 NAILED 6" ON-CENTER AT THE PANEL EDGE . IF WALL 5HEATING 15 NAILED 3" ON-CENTER Tyvek housewrop. FLOOR TO FLOOR CONNECTION USE: AT THE PANEL EDGE 1/2" plywood shooting, see fastening schedule, Table 3.1 WFG3 M. MSTA 36, I6" O.G. z TO OBTAIN HIGHER SHEAR CAPACITIES, NAILIN6 REQUIREMENT5 FOR STRUCTURAL MEMBERS SHALL BE DOUBLED. OR ALTERNATE CONNECTORS 2x4x Studs ® I6' 0c. with 2x4 shoe and double 2x4 plate USE (4)-8d NAILS AT EACH END SUCH 6.!5 SHEAR PLATES. 1/2" Gypsum wall board a 5/8"Type X GAB In garage. SHALL BE USED TO MAINTAIN THE LOAD PATH. RAFTER TO STUD CONNECTION USE; 2, WHEN WALL SHEATING CONTINUOUS OVER CONNECTED MEMBER`S, THE TABULATED NUMBER OF NAILS SHALL BE PERMITED TO BE REDUCED TO 1/2" MR 61,,15 In wet areas MT5 12, EACH ROOF RAFTER 51M50N 5TRON6 - TIE At least one window In each sleeping room shall comply with the exit reglrement5 USE 8 Ibd NAILS AT EACH END MT530 OR M5TI2 I-6d NAIL PER FOOT. of section R310. RAFTER TO RIDGE TO RAFTER CONNECTION USE: Note drilling and notching limitations In figure R602.6(I) for bearing Halls and hfi EACH ROOF RAFTER �A (TABLE 52 AWFGM HIGH WIND EDITION) figure R 602.6(2) for non - bearing walls. DECK POST TO CONCRETE CONNECTION USE: 51" OR BOTTH PLATE TO FOUNDATION ANGOR BOLT CONNECTIONS RESI5TIN6 LATERAL Follow exterior corner framing detall figure R602JO.5 PI3544A FOR EACH P05T �C P ., 4 SHEAR LOADS Roof assemblies - WFGM Prescriptive Method DECK POST TO GIRDER CONNECTION USE: STUD TO ROOF RAFTER`FTER Asphalt strip shingles shall have minimum of six (b) fsteners per shingle (sectlon FC44 FOR EACH POST v r ANCHOR BOLT CONNECTIOWOUNDATION 5RAGIN6 WALL PERMITER MAXIMUM ANGOR BOLT 5PAGIN6' Rgo5.(,) CONNECTION in SUPPORTING E06E NAIL SPACING (1N) (1/2 ANGOR B0LT5) Underloyment application (Section 2405.2.1) 61RDER TO DECK JOIST CONNECTION U5E: O For roof slopes of two (2) units vertical In twelve (12) units horizontal (Il- MT512 ® EACH J015T SILL PLATE TO FOUNDATION I STORY ALL 4b percent slope), r (CRAWL SPADE OR BASEMENT) 2 STORY 23 23 up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), PORCH POST TO DECK USE: 7 underlayment P5120 (AL16N WITH JOIST BELOW) WALL BOTTOM PLATE TO FOUNDATION 1-2 STORY 3 iq shall be two (2) lyers applied in the following manner. Apply A R-Inch (483)strlp 6 36 of PORCH POST TO GIRDER U5E: P5120 z (51-AB-ON-6RADFJ ._ vnderlaymant felt Igyers with and starting at the eaves , fastened sufFlclently to PORCH ROOF RAFTER TO GIRDER USE: � NOTE: MAX 12" FROM EACH CORNER AND EACH SPLICE, PROVIDE BEARING PLATE BY SIMPSON ,5EE DETAIL hold In place. H2.5A AT EACH ROOF RAFTER 0 Starting at the cave , apply 36- Inch wide (414 mm( sheets of underlayment, IL (TABLE 52 AWFCM HIGH WIND EDITION) overlapping 5HEATING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL 5PAGIN6 S SILL OR BOTTM PLATE TO FOUNDATION ANGOR BOLT CONNECTIONS RE515TIN6 LATERAL successive sheets N Inches (483mm), and fetched sufficiently to hold In place. OR PANEL 51DIN6 FOR ad COMMON NAILS Q d SHEAR LOADS For roof slopes of four (4) units vertical In telve (12( units - -1 5EE NOTE I (INGHIE5 O.G.) 5EE NOTE 3 1/2" ANCHOR BOLT5 Ice Protfctlon (Section 8405.2.1.10 4" PERMITED E 6 SEE NOTES 3) I SHEATING LOCATION STUD 5PAGIN6 BRAGING WALL PERMITER MAXIMUM NAIL 5PAGIN6 Underlayment In High wind (Section Rc105.21.2) EDGE ZONE I6 OR PANEL 51DIN6 FOR 8d COMMON NAILS Flashing (Section R405.2.8) F 6 5EE NOTE 3 V X (INCHES O.G) NOTE 3 I/2" ANCHOR BOLTS Chimney and firespaces - Chapter ID E 6 0 5EE NOTE I Energy Efficiency - Ghaptar II, see attached report INTERIOR ZONE 16 A 6 Mechanical - Chapter 12 F 12 5EE NOTES 2 1 \ p 4" E06E ZONE 16 E General MecIn lcal System - Chapter 13 E 4 SEE NOTE 4 v F I2 (SEE NOTE Heaitng and cooling equipment - Chapter 14 GABLE ENDWALL RAKE AND RAKE TRU55 E 6 Exhaust 5ustem - Chapter 15 F 4 5EE NOTE 4 INTERIOR ZONE Ib Duct system - Chapter 16 F 12 Combustion Air - Chapter IT E= NAIL 5PA6I1,16 AT PANEL ED6E (IN) Chimneys and Vents - Chapter 18 F= NAIL 5PAGIN6 AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) E= NAIL 5PAGIN6 AT PANEL E6DE (IN) Plumbing - Part VII 1. FOR ROOF SHEATHIN6 WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INGLUDING 4 FEET ON EACH F= NAIL 5PAGIN6 AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) SIDE OF THE ROOF PEAK, THE 4 FEET PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE 05ED. SHEET NO. i. FOR WALL IN& AT I WITH 4 IA T OF THE CORNER, THE 4 FEET EDGE ZONE ATTACHMENT 2. TABULATED 12" OG. NAIL 5PAGIN6,A55UME5 15HEATHING ATTACHED TO RAFTEW!"RUS5 FRAMIN6 1. FOR AkLL S SHALL USED. MEMBERS WITH 6>O.44. FOR FRAMING MEMBERS WITH 0.42<6<0.4g THE NAILING 5PACIN65 SHALL BE REDUCED WITH O.G. NAIL 5PAGIN6 A551R4E5 SEATING ATTACHED TO STUD FRA.MIN6 MEMBERS 3. 6 INCHES O. G. 2. TABULATED 12" O 6N7.4W. FOR FRAMING ma BER5 WITH 0.42w,0.49. THE NAIL SPAGIN&S SHALL 13E REPLACED TO &' OL. 3. TABULATED 6" O.G. NAIL 5PAGIN6 ASSUMES SHEATHING ATTACHED TO R4FTERlfTRU55 FRAMING 3. FOR EXTHRIOR PANEL SIDING , GALVANIZED BOX MIS SHALL EE PERMITED TO BE 5U85TITUTED MEMBERS WITH G>0.4q. FOR FRAMING MEMBERS WITH 0.42<6<044 THE NAILING SPACINGS SHALL BE REDUCED TO 4 INCHES O. G. D - 2 FOR COMMON NAIL - - 4 TABULATED 4" O.G.NAIL SPACING MEMBERS SHEATHING ATTACHED 0.411THE TN RAF, 5PAGIIN6 f SHAM 6 MEMBERS WITH 6>0.44. FOR FRAMING F�MBERS� WITH 0:42<6t0.44 THE NAILING SPACINGS SHALL Be. REDUCED TO 5 046HE9 0 G 13AL00NY s 4 a s � JA 15'-012-2'.12"HDR __ - ---- - - _6 " 1.5562 bb 1856 3 " 2-2xl2"HDR'-9" ¢ 2-2"x12"HDR. 2-2"xl2"H R m tiII v<" TJI JOISTS ® 16" OG. 1- +ry 2 O O p0• R-19 INSULATION n O ry W-211 -- I o N o6t2ROOM IT,EG6nC2F.6 RROOM # CI& IT 1 m - i11'4 E — DETE< Tne N O IN I: f ° P d FF - �\ x N _ N i 1 i a 12 .4 LU O m 01, �. -� _ _ n' If BATHROO 10M o - -Sli'FINCC- f�REA — 1 — _ _ ILI o P D 2610 yo 6" OPEN RAIL p G LU 2-2p6b 'VLU 36" OPEN RAIL x ry fit BEDROOM #2 BEDROOM #2 N MOI, E SMUFE _ nETE,1cF /� FOYER ° 7 I NCL N �`O `d- T,- IP -T. P 14,�rE ON P xI A Nor U- FFIF, ,cP �g 1�I STAIRIN FAMILY ROOM a„ 2-2 a6DES 2� — % "x . "HDR DE 2442 301 2442 Eu [1 u- r 26lu 'm V'E `� ® Q � �o s 2'-8 _2-5" 2-2"x12 HDR BATHRFENO ro - ��-Cl• �- M1'_4" m OELCH 41 , �js, LIN. CLOSET/ -- -- -- t LAUNDRY e, p u oek REV 1 SED �-( „ t\ d' u p N REO. R O O M -- r ,o 0" r k� kV SEGIOND FLOOR FLAN 5GALE 1/4" -O" v2 � J1 W Ill I^ V I F y SHEET NO I ,y{ 2 e