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Home My WebLink About34956-Z Ff 1, Town of Southold Annex , 10/7/2011 IN54375 Main Road y x Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 35223 Date: 10/7/2011 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 7940 INDIAN NECK LA PECONIC, SCTM#: 473889 Sec/Block/Lot: 86.-7-7.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 7/13/2009 pursuant to which Building Permit No. 34956 dated 8/26/2009 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alteration and addition, including bluestone porch, as applied for. The certificate is issued to Wendell,Jonathan (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 34956 9/29/11 PLUMBERS CERTIFICATION DATED 9/21/11 Mat ituck Plumbing&Heating c G A rize Signa e 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_ 34956 Z Date AUGUST 26, 2009 Permission is hereby granted to: JONATHAN P WENDELL 22 TURNER DR GREENWICH, CT 06831 for AS BUILT INT/EXT ALTERATIONS PER APPROVED PLANS AND TRUSTEES #7152A AS APPLIED FOR at premises located at 7940 INDIAN NECK LA PECONIC County Tax Map No. 473889 Section 086 Block 0007 Lot No. 007 . 002 pursuant to application dated JULY 13 , 2009 and approved by the Building Inspector to expire on FEBRUARY 26, 2011 . Fee $ 400 . 00 Authorized Signature ORIGINAL Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD / r BUILDING DEPARTMENT I TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead.- 5. Commercial building,industrial building,multiple residences and similar buildings and installationg�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. i 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. �j�`l4 `'1 (go New Construction: Old or Pre-existing Building: X (check one) Location of Property: I RL oo j�l �_N c � '�Cot)�c House No. \ Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block C�00 r/ Lot C:YD7. c Subdivision Filed Map. Lot: Permit No. Date of Permit. c'Yo L&ng Applicant( C" �1ackca4 4(i�app- Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate:)— (check one) Fee Submitted: $ apficant Signature SOUjyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �Q Southold,NY 1 1 97 1-0959 roger.riche rt( .town.southoId.ny.us COU�m,��' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: John Wendell Address: 7940 Indian Neck Rd City: Peconic St: NY Zip: 11958 Building Permit#: 34956 Section: 86 Block: 7 Lot: 7.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Jim Sage Electric License No: 3635-e SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 300a Heat 2-gac Duplec Recpt 48 Ceiling Fixtures 12 HID Fixtures Service 3 ph Hot Water GFCI Recpt 8 Wall Fixtures 4 Smoke Detectors 6 Main Panel 2-15 A/C Condenser 3 Single Recpt Recessed Fixtures 60 CO Detectors 3 Sub Panel A/C Blower 3 Range Recpt Fluorescent Fixture 5 Pumps Transformer Appliances dw Dryer Recpt Emergency Fixtures Time Clocks Disconnect 2-15 Switches 47 Twist Lock Exit Fixtures TVSS Other Equipment: 300a underground service, 9 special 20a recpticles, 5 paddle fans, 3 exhaust fans 1-40a oven, 1 gas cook top Notes: Inspector Signature: Date: Sept 29 2011 81-Cert Electrical Compliance Form y � r, Hall. 33095 Main Road Q y • �`� Fax (631) 765 P O Box 1179 Telephonc (63 1) S. - ''= � 'New York 11971•0959 ••• '� J�i( .� `- BUILDING'DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: ^h1l . Building Permit No. &vner: �Or4 (Please.pnnt) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/I0 of I lead. (Plumbers • ure) Sr Sworn to before me this oZ� DENISE KING 13 Y 0 I S6 lar 20 // Notary Public,State of New York ' Registration #01K16041757 Qualified in Suffolk County My-Commission Expires May 15,2 Notary Public; County James F.King,President ��0f SOUr�o Town Hall Annex Jill M. Doherty,Vice-President ,`O lO 54375 Main Road P.Q.Box 1179 Peggy A.Dickerson Southold,New York 11971-0959 Dave Bergen G Bob Ghosio,Jr. �� + �Q Telephone(631) 765-1892 COU ,� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 7152A Date of Receipt of Application: July 23, 2009 Applicant: Jonathan Wendell SCTM#: 86-7-7.2 Project Location: 7940 Indian Neck Lane, Peconic Date of Resolution/Issuance: August 19, 2009 Date of Expiration: August 19, 2011 Reviewed by: Trustee Peggy Dickerson Project Description: To construct continuous steps down from the existing . deck on the south side of the dwelling. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative.Permit allows for the operations as indicated on the site plan prepared by Mark Boeckman, last dated July 8, 2009, and received on July 23, 2009. Special Conditions: None. Inspections: Final inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. )James F. King, President Board of Trustees JFK:eac Jill M.Doherty,President *OF SDUrjyO Town Hall Annex Bob Ghosio,Jr.,Vice-President �� l0 54375 Main Road James F.King P.O.Box 1179 Southold,New York 11971-0959 Dave Bergen G '� • �� Telephone(631)765-1892 John Bredemeyer �OCOUMN Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #0692C Date: October 6, 2011 THIS CERTIFIES that.the construction of an addition to the existing dwelling At 7940 Indian Neck Lane, Peconic,New York Suffolk County Tax Map# 86-7-7.2 Conforms to the applications for a Trustees Permit heretofore filed in this office Dated March 24� 2010 pursuant to which Trustees Administrative_Permit#7270A Dated April 21, 2010 was issued and conforms to all of the requirements and conditions of the applicable provisions of law.The project for which this certificate is being issued is for the construction-of an addition to the existing dwelling The certificate is issued to JONATHAN P. WENDELL owner of the aforesaid property. tv w4 thorized Signatur OF SO(/r�olo - cout l,Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ OUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ • FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ti r C)A— s DATE INSPECTOR �O��OF SO(/j�olo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI N [ ] FOUNDATION 1ST [ OUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR ' OF 80Ujy0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROI"H PLBG. [ ] FOUNDATION 2ND [INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE /3-o INSPECTOR C ! OF S0(/T�O co ,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 [ 1ZINSPECTION OUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: �C a—CZ DATE �� INSPECTOR �f 7 �pF so o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I -NSPECTION [ ] �FO _6ATION 9 ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: cli, DATE - �� ® INSPECTOR � OF SOUryo� �o c OUHi`I,��Q TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL ROUGH) [ ] EL E TRICAL (FINAL) REMARKS: f =- DATE ` '� INSPECTOR j pf SOUlyo�o o�ycOUM'1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING/STRAPPING [kl FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 4� 1 INSPECTOR COMMNTS ROUGH FRAKINQ& PLUMBING • mu,"A-- INSULATION PER N.Y.STATE ENERGY � CODE ADDITIONAL • I I 1 , c — TON';lid OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPART ENT Do you have or need the following,before applying? TOWN HALL 6 _ Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. � Check Septic Form N.Y.S.D.E.C. ©�� Examined ,20 Contact:Trustees Approved ,20- Mail to: ll Yv C� C�(�� aC tat1 y 5 _ Disapproved a/c Phone: zq$-53\9 Expiration ® ,20 Building Inspector RE:C:E V E PPLICATION FOR BUILDING PERMIT J U L 1 3 2009 Date ta.� , 2009 INSTRUCTIONS BLDG.DEPT. F OU SIPTC1 pletely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. -(Signat6re plicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder r�en mat\ Name of owner of premises �O CY � C�yrl (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. Loc ion of land on which propo ed�work will be done: RE House Number Street Hamlet County Tax Map No. 1000 Section-1:K(Q Block Lot Su l , bdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of 3roposed 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 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 extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of'Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories - - 9. Size of lot: Front Rear Depth - 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 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 premises KX\ l0e0C\'N Address Phone No. Name of Architect Addres j Phone No Name of Contractor�c�c�Cn(1CoC1 � ►utAddt C, Phone No —�3l 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF�, being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract).above named, (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20� Notary Public % Signature 'f Applicant CO�NIE D.BUNCH Notary �No.0lbU6185050�York Qualified in Suffolk County Commission Expires April FROM :Boeckman Construction FAX NO. :6312985319 Feb.04 2011 12:31PM P1 BOECKMAN BUILDING CONSTRUCTION CORP. GENERAL CONTRACTOR P.O.BOX 1453 MA K.NY 11952(631) (631)29&5319 p EcEHE FEB -4 2011 BLDG.DEPT. TOWN OF SOUTHOLD TOWN OF SOUTHOLD PROPERTY JRECORD CARD /000 ix 7• Z i OWNER STREET VILLAGE DIST. SUB. LOT �..r � -�.v�•,» Nr-c/c'.��GA� sec .�' � I �* / c• � FORMER OWNER N E ACR... 71p fL, iq .t`�Ndi9tJ ViC i-I�m� �1Od 0 ' S W CODE DATE OF CONSTRUCTION .SA7,rua/,({ fRn!'i,• T's `C e.✓�c •QFIO �/QP��tal•TZ- o2/G7 LAND IMP. TOTAL DATE REMARKS 4 �7Cr 3 e I 10 G 9` /2Lo u �. Z 4ead ,✓ �,od 00 7.560 %2 `'!COp ll7 fir 4 [d�IO d0 9ld S., e✓•1 -T- v w �•✓I` t - I I Vic+ e,Ja a 3 dd d • Tillable FRONTAGE ON WATER ,1 O Lr o' .b Woodland FRONTAGE ON ROAD Meadowlond DEPTH House Plot BULKHEAD Total • o��pF SO(/l�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road N m�ax(631)765-g5QQ2.2, P.O.Box 1179 G @ rogerAdhert own.so0old.nV us Southold,NY 11971-0959 4UI�1iY, BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: Sat �C Name: License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required, information) *Name: *Address: '� b *Cross Street: *Phone No.: Permit No.: 3 of Tax-Map District: 1000 Section:. Block:. r7 — Lot: 7, _ *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All Tfiat Apply) *Is job ready for inspection: ES NO Rough In Final *Do you need a Temp Certificate: Lf YES / NO Temp Information (if-needed) *Service Size: 1 has 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION .82=Request for Inspection Form I i — - I o All I i G R. Tv J 2 21.d Foundation f/G Bath xte�r� on b y �a 3� /Qo/ Basement 'N I./ Floors y W Kt Sion 1oX� 3 3.?� i�c u Ext.Walls fee eaL. Interior Finish 5 Ktension Fire Place Heat A. e j . i xch Pool Attic j eek .2 cY 4 ,z��. /9Z . Patio Rooms 1st Floor ZO-O Driveway Rooms2nd Floor 3 � arage /PJI'A 2- B. A REScheck Software Version 4.0.1 Compliance Certificate Project Title: Wendell Residence Report Date:03/05/10 Data filename:P:\2009\09-1547 Wendell Residence\30-Construction Documents\10-Current\021710 File Set\1547 rescheck.rck Energy Code: New York State Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 3% Heating Degree Days: 5750 Construction Site: Owner/Agent: Designer/Contractor: 7940 Indian Neck Lane Jon Wendell Nemschick Silverman Architects Peconic,NY 11958 7940 Indian Neck Lane 160 Main Street Peconic,NY 11958 Suite 200 Sayville,NY 11782 • • Your • •e AssemblyGross Cavity Cont. Glazing UA or or D•• Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss: 173 38.0 0.0 5 Front Wall:Wood Frame,16"o.c.: . 129 13.0 1.5 10 Window 01:Vinyl Frame:Double Pane with Low-E: 6 0.310 2 Side Wall:Wood Frame,16"o.c.: 104 13.0 1.5 8 Window 06:Vinyl Frame:Double Pane with Low-E: 4 0.310 1 Side Wall:Wood Frame,16".o.c.: 68 13.0 .0.0 6 Floor Over Basement:All-Wood Joist/Truss:Over Unconditioned 173 30.0 0.8 6 Space: The proposed building represented in this document is consis e t with the building plans,specifications,and other calculations submitted with this permit application.The proposed systems have been a igned to meet the New York State Energy Conservation Construction Code requirements.When a Re 1 Professional h s tamped and signed this page,they are attesting that to the best of his/her knowledge,belief,a o t,such plan o spec lions are in compliance with this Code. Name-Title pj ® Sig ure Date � 2 �p �°- 0525N'o ROFES SIONP~ Wendell Residence Page 1 of 4 REScheck Software Version 4.0.1 Inspection Checklist Date:03/05/10 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Front Wall:Wood Frame,16"o.c.,R-13.0 cavity+R-1.5 continuous insulation Comments: ❑ Side Wall:Wood Frame,16"o.c.,R-13.0 cavity+R-1.5 continuous insulation Comments: ❑ Side Wall:Wood Frame,16"o.c.,R-13.0 cavity Insulation Comments: Windows: ❑Window 01:Vinyl Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 06:Vinyl Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Floors: ❑ Floor Over Basement:All-Wood JolsttTruss:Over Unconditioned Space,R-30.0 cavity+R-0.8 continuous insulation Comments: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 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,fixtures are installed with a 3"clearance from insulation. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R values and glazing U-factors are clearly marked an the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ❑ Supply ducts in unconditioned attics or outside the building are insulated to R-8. ❑ Return ducts in unconditioned attics or outside the building are insulated to R-4. Wendell Residence Page 2 of 4 1 0 Supply ducts in unconditioned spaces are insulated to R-8. Return ducts in unconditioned spaces(except basements)are insulated to R-2.Insulation is not required on return ducts in basements. Duct Construction: All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric, or tapes.Tapes and mastics are rated UL 181A or UL 181B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in,w.g.(500 Pa). The HVAC system provides a means for balancing air and water systems. Temperature Controls: Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Separate electric meters exist for each dwelling unit. Fireplaces: Fireplaces are installed with tight fitting non-combustible fireplace doors. 0 Fireplaces have 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 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. 0 Circulating hot water pipes are insulated to the levels In Table 1. Circulating Hot Water Systems: Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: O All heated swimming pools have an on/oft heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Wendell Residence Page 3 of 4 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness In Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature( F) Up to 1" Up to 125" 1.5"to 2.0" Over 2" ° 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.6 100-139 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(") 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low PressurefTemperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.76 1.0 Brine Below 40 , 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Wendell Residence Page 4 of 4 C -IFIOATION PLUMBING PLUM13":1-1 ALL PLUMBING WASTE 0 N LEAD CONTENT BEFORE &WATER LINES NEED GERT1F1q4TE,OF,o_CoUPANCY TESTING BEFORE COVERING .,SOLDER-0StiV'N-0 �r-�I • REMOVE I CLOSE SUppLy8ySTEMCANNOT COfVFLY V.11TH ALL CODES OF _L__l_, A-, EX VENT OF 1% LEAD. EXCEED 2110 NEW YORX STATi.- & TOWN CODES UJ AS REQUIRED AN-D CONL)7'ONS OF A- j__L L E-1; __L L ______. - ROOFING T REPLACE FASCIA Z Z A D RAKE BOA�DS r RIDGEVENT__.-- TA T - - _111-7- I---- - I Lj --------- Ll 3 BOARD A— I _T _J LTL i-4A T J-j- __LJ JJ—_1 Lr7L-11-T T? T T u I', L------- SO IN T_ LT- T_-1 1 1 1 1 1 _E::� 1� I Ft T • td-S-DEC _JLL T_,1J1 cn IT==L CW14 uJ Z CW14 CW14 ----------- -._,-.:7-:::1-.REMOVE SKYLIGHT -Ei--I �! T CASE ALL OPENINGS 1-3/4 SILL z AND CLOSE UP _= __ 7 L j z 7 i L OCCUPANCY OR 0 -_T j ; I __TLLl 'EJ J_1 _Jj --t---- L T---F 7, 7 --i L�j I 1 11 L__ - j,--i T , Lj -T--I ._T ___jl__�_ i i -- r----l�--a f -T -- ---- i------ REMOVE CLOSE LAWFUL -J 1-J L i T_ USE IS UN _T 17 1 1 EX VENT T 7 _T_ T-1, _J L T� �ATE LLJ Z F _T_ I VENTED,-j-_�_1 WiTHOUT CERTIFIG 1-Jr.-j", -- ----F 1 i L T-LIL-1 —i T 1 Ll i I I i _L I - T T'_ J L-11-- _j t i C) OCCUPANCY T:i� 0 L7� "2'-Ox7'-4 w/NEW WALL __J T �_T_T---�OVERkAD DOOR TO BE CHA NGED 4___7� I'l Z uj j 1t'l _jj_ I S t FTG. L! d A AS NECESSARY T-- T_ 1-1 7 C13 -1 L L 11 - 11 t_� i 1-1--t- '.i L -T _T T L L NEW 19"R$R -- - _T� , - _- _TJ_ L_ L! t --t. 1 SHINGLES � I I I I- L � -I — LL-L, I L J J T_r _j 3 J ;C235 J J, i i _,, -1 -11 _i , I j I ! I -T L j -,' _11 I __j J _7-F T L1 L T__ L 7-7, L L i"-j-, _ ;-L— I J L. I= ___LT,_ _T_ L L -71, L-7 J 4_J _1i 11 1 1 _T T j _1 7..... L i J, T _T T1' L I I JI Ld T" J__TLiT__L_ 7 r- T_ 7 T ILI fL • U I F RO NT ELEVATION NOTE: REPLACE ALL EXISTING OPENINGS IN SAME LOCATIONS SCALE: 1/4" V-011 Dp ,01,117l) f, A. ------------------- DATE: ALL CONSTRUCTI& w 1',!EET THE REQUIREMENTS 0'THE z �V SHALL NEW ROOFING FEE: RIDGE VEN7r---------____- NOTIFY BUI[.DN:� AT -------- ----- ------- --------- DODES OF NEV,! STA 4 FM FOR THEE 765-1802 8 A` TE. ------------ -------- FOLLOWING l!"!SPKTIONS: z to Z 'Ulf) 1. FOUNDATION - T'NO REQUIRED w �; -CD FOR POURED CC,�P,RETE ON L ! 1 _�j -i li 2. ROUGH - FPWVI�N(32 & PLU,1,11BING X Zi I J L �_L-1 Lo _T < 00to J ! I : 3. INSULATION Im X 11- --j de- 1-1—IT I �, t 4. FINAL - CON'-TRUCTION MUST 0 P n cl) BE COMPLETE FOR C,O. 0 AUG 3 2009 _T co ALL CONSTRUCTION SHALL MEET THE L U) j REQUIREMENTS OF THE CODES OF NEW T 19'RIR T LOG.DEFT. w A ____ j__- L • J L IJ S14INGLES T 1-�-- 7 — YORK STATE. NOT RESPONSIBLE FOR TOtM OF SOLITtiot D UL_ L 1_:dL, L T CW24 _,_J:l L Tj DESIGN OR COINSTRUCTION ERRORS. I LL T_ j J_ _L_FL L --- --- J-1 , i__T Ld I-1 J_ _T L11 Ll 1 1 L_� L i L LL T.1 LT-L CERTIFICATION OF-- 1-1_J NAILING & CONNECTIONS J_ A-L REPLACE FASCIA _j i IX4 FEEZE VENTED L I T, REQUIRED.i C13 r T- T-1 I _AND RAKE BOARDS'_i,._,__ _i. I�_i " -,, � -L,- CW145 P4045 CW145 I j -T -7�- � T T T ,_t___J____L J_ _'A �4 i T-i- T__7..1-1 L-LRETAIN STORM WATER RUNOFF r -I TT T, DRAWN BY: JF/MH _J J_ J �J I T L -I PURSUANT TO CHAPTER 236 L j I J- I _j L 11--j L _L,-L r-J --------Jj_ TO 7- [5101=�-j OF THE TOWN CODE. T 1-J-1 L--i- AC UNIT August,02, 2009 -7 TED t 1 BE RELOCATED • I-L,111 L 1.1-A L V. 14 T_ SCALE: 1/4 1 6" SHEET NO: )Z, RIGHT ELEVATION �1 UNDERWRITERS CERTIFICATE' ssl SCALE: 1/4" V-011 REQUIRED AUG� 3'72009 ,�F2oN�� REPAIR EXCHIMNEY fl= T_LT_I ----- -- _ ,_ tit --- J 77 - Uj-- - -E ti 11FIE J,_ -A -------- j 1 ! � 1 L - T L _ L1 L I T - TT F-1 T4 -L --- -_ I'- 7REMOVE ---- - �-1.JZ - T_ �jT ILL 7 U 7 --- - ---- TI _7T J I J- .-T--i IS.-RtR F-- T lsi SHINGLES- ---------- �, _-L i-L , 1 J_I, 7, 1 j i J T _J� L -----NEW ROOFING- Ld T _j T w/RIDGEVENT -- PL CW24 LI -JI-A-11 A_ LLI- T_F_ F-1 J E� _j SOFFIT TO BE CUT BACK 12" L __L_ A- T__� _T _F- __--- --,,-_�__; -I .- _ 1 7--- __ r F --a-f-a _T_L_F__JT_ 1 LLj-,_T_J T—T---r- A4 L!T -i L 7T REPLACE C 0 i--i1. LtRAKEBOARDS-T-__1 I 1 1 ON T_ I L 41 _,r__T_ 1-1 F -7 % % T `7 _T % __T % % i L F® ® T_ % FWG 2)611-4 -L i-L FWC- 01 11L 3 I t I FW( 0 11L i T TL-F--1 r JT_ J -T-1 L _T J J % _J J-di, ILL _J .......................................... Ll % IL % 7 Tl _7 J_ L_j L----------j -1-J. JL I ! 1 i I I 7T 1 1 i 1 � i - T 111 _T T 7- j _77L EL,__ j _ - -T T j��r.. .. �' ,__1_•__�'-_ ijTl , "1� �._ -_ - REAR E LEVATI O N. SCALE: 1/4" = V-0" ------------ ea w REPAIR ------- "'EX.CHIMNEY- - __-__-1 w z co Z -7 _ - �LLi~L,-_' i ".1 W T Lo r _1 I i "I T f AND RAKE BOARDS- Q 0 0 CO T z T_L_ j 0 ci CIR30 j j L cn j T� _T_ i T_F_' T -1. L _j w LL NEW ROOF -------- RIDGE VENT_7--------- -- -------- CL ,L-i ED FREIZE'D.IM VENT j j T-1 _j L( lTT 7 Ll 1 -TT--, 1`7 F '7 -T- _T_ Tr I J 1 j J j- J� 1 --1 L _1 L j J�- _L I ___!, i_-J-1 -_L I .- - T__ .. .... ..... F J i 4 ♦ 1 11 1 7`0 L A31 T_- L i j L LL L� L J_j -i - - F-1-T- - --T -T- _[-T-7- J I— T__ T Ir RIR ; 4-a 7 T F_ !SHINGLES 7-17-T , i. __T T_ 11 il , -1 _T T� DRAWN BY: JF/MH LT_ _T_-I ,-- i F T A 7-i T'T I J t ll - L I -]�T__ — -- - - - .-- _- ]- .-,_-P-i 1____L_�_1 I I J_I _j T___ 1 - i � i �4 T -.7L- t , j T-F 3 7FN August 02, 2009 t -��T 7l _1 J L r--T tp j-A i j �T T 41J -F-LT I-off I IT_T_ SC 1'/4 rmj SHEET NO: LEFT ELEVATION '�� 2g�° �. SCALE: 1/4" V-011 I II II II II V W II II Z fj II II II 11 W EX. DECK I I EX. COVERED I I () II PORCH ii W W ^ Z -q II II z z II 11 II II � _9� V II II J A W FWG90611L FWG120611-4 FWG90611L I I FWG90611L I I EX. OUTDOOR W z a SHOWER Q '� [EGRESS] ; ♦ ,'; I I Q I `% I I I I � _ 1 01 I � I 1�1..1 0 I I I I I a ; Ek:,�IREPLACE II II ♦♦ % NEW INSULATION TO CODE ♦♦ WHERE REMOVED II 2 _0 �`♦ ,'� I I I REPLACE SIHEETROCK to AT CEILING i EX. DINING ROOM ♦`♦ ,' i I I I I V-0"CEILING a o ♦♦` �,' I I I I EX. BEDROOM 8'-0"CEILING ` ' I I I I I ♦ . NEW 1X3 WHITE OAK .., 2'_0" BUILt�(JP FLOOR TO MATCH EXISTING ; I I FLOORING THRIOUGHOUT I I 3 )ADO 2X8 SLEEPERS @16"OC) i I I u ♦ I ♦ I I ♦♦ I ®8D I ♦ 1 _ I p I , ♦ I ,/EX. LIVING ROOM I hE IiV 6D I I2'-4" 6" 0" EX. BATH o NEW TILE u EX. B H NEW TILE s-Q'`�G• 5p I I NEW BOX STAIRS` EX, KI1fCHEN W - -------------------w/RAILING TOCOD O O W I [-------------- - REPLACE COUNTERTOPS 0 0 8'-0"CEILING IO2'-4" z II 7d C13 UP IDNE B E N ST IRS z Z 0 C DE TY IC L W 0) N� 0 0 1-Ox3-Oxl-Ox7-2 o Q Ill0 ti cp DOOR w/SIDELIGHTS a •� z • I- - --- OEM (L0co EX. PORCH C235 U �� p ( I J c� I ail AUG 18 2009 6 0 -y BLDG.DEPT. TORN Of SOUTHOLD EX. GARAGE ��OF ke ti,sC �O� 1.REPLACE EXISTING WINDOWS AS SHOWN.EXISTING y~r y DOORS TO BE REPLACED. - I.A),14 `w , DRAWN BY: JF/MH ----------------------------------- 2.REPLACE EXISTING INTERIOR TRIM. I 3.REPLACE EX.FLOORING w/OAK THROUGHOUT. ? 4.RE-SIDE HOUSE,RE-SHINGLE ROOF,REPLACE EXTERIIOR rSSICIyp� August 13, 2009 TRIM AND REPAIR CHIMNEY AND REMOVE FIREPLACE. Q I I I I SCALE: 1/4" = V-0" I I I I 1ST. FLOOR PLAN NEW WA NEW 16"XS"FTC. BLOCKK WALLg AS BLACK WALLS AS WALL LEGEND SHEET NO: REQUIRED( (REQUIRED SCALE: 1/4" = 1'-0' WALL TO BE REMOVED 12'-OxT'-4 OVERHEAD DOOR EXISTING WALL NEW WALL I f I I I ----------------------------------------------, 1 , 1 , 1 I � I 1 I I I I , I , 1 , I 1 1 , W 1 , I , I , ' V w Z Z I 1 I 1 ' WI 1 ' a 1 1 1 I ' H ' V ' W CW24 CW24 W Z V --------------- H [EGRESS] [EGRESS] O ' J A , W Z a 0 I , I 1 , _______ _______ of EX. BEDROOM Z I i X NEW WOOD FLOORING LaI i 1 w W 8'-0"CEILING EX.SKYLIGHTSi; ; g 1 _ EX. BEDROOM 3 TO BE REMOVED ' ' , NEW WOOD FLOORING 8'-0"CEILING z , I Co 6D , 1 2'-6" - ----------------------------------------------- -------- I v N Co&D I � 2'-4" 2'-6" 1 DN 1 I AD i o , 1 ' iV , I ' 1 , 1 O I cn C4 L Ld I ' ' EX.SKYLIGHT • ; c TO BE REMOVED ------------------------ 1 w EX. BEDROOM ' I I NEW WOOD FLOORING ' r-0"CEILING ----------------------------------------- I 1 . EX.. BATH •------ 1TILE ' 8'—O"CLG. , '(,�c W LU O ' � Z I I [EGRESS] [EGRESS] ' 0 I co Z U.)CW;14 CW14 CW14 m I , _J N X 1 ' I , J O O CD Z 1 E C E WE t�) ° ° = M 1 !A 1.REPLACE DOORS TO EXISTING WINDOWS AS SHOWN.EXISTING i � ( 4 2009 w BE v LL 2.REPLACE EXISTING INTERIOR TRIM. 0 ' BLDG.DEPT. 3.REPLACE EX.FLOORING w/OAK THROUGHOUT. ' ' 1 OWN OF SOUTHOLO � I 4.RE—SIDE HOUSE,RE—SHINGLE ROOF,REPLACE EXTERIOR TRIM AND REPAIR CHIMNEY. I I 1 1 I , I , Of NE{;f 1 1 I I 2ND, FLOOR PLAN DRAWN BY: JF/MH O {?�r SCALE: 1/4" = 1'-0' 0. 0525�� August 13, 2009 I 1 I I I I -------------------------------- ------------------------------- SCALE: 1/4" = 1'-O" WALL LEGEND SHEET NO: WALL TO BE REMOVED EXISTING WALL a PTIT�Tl� NEW WALL L V I I I WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. W KING STUDS \ 0 w END RAFTER WALL STUD Z Z I. tCRIPPLE STUD4 1 _ e BOTTOM PLATE W RIDGE HEADER LEDGER BATHTUB Q SIDEWALL DOUBLE JOIST JACK STUDS RAFTER ~ V FLOOR USP NUMBER DESCRIPTION APPLICATION W 7� 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS FBI ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT z 2ND. ADS5 CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR J HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH(2)JOISTS.UNDER WALL Q; O ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD ROOF LS26 18ga.SLOPE HANGERAPPLY TO EACH RAFTER/LEDGER LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 ry THE FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 RAFTER 18ga.SLOPE HANGER APPLY TO EACH RAFR/LEDGER BLOCKING 24OC FOR JOIST NOT DIRECTLY UNDER @24.00PARAL EL WALLS,PROVIDE E� � v WALL STUD 0, THROUGH-ROOF EXHAUST Zj VENTS SELECTED AND METAL STRAP LOCATED BY CONTRACTOR CRICKET AT TOP-SIDE OF VENTILATION CHANNEL ...�� RIM BOARD CHIMNEY AS REQUIRED WALL SHEATHING RAFTER JOF INTAIN V` SILL PLATE(S) RAPIE W .. . . .. .. NTILATION FOUNDATION SIDEWALL FLASHING TOP PLATE WOOD JOIST BLOCKING S ' _ - - - - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS @48.00 BARRIER TO LAP FLASHING � 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL-MAINTAIN GAP ATTIC SHALL BE PROVIDED FASCIA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILA - GUTTER ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF TH WOOD GIRDER IN TALL 4'0"O.C. / �� THE SPACE VENTILATED. AL4"-8" LSTA24 1-1/4x24"20ga.STRAP AND JACK STUDS ' SHALL BE COVERED WITH CONTIN.SCREENED VENT ON ALL OPENINGS PROVIDE HEMMED EDGE ATRESISTANT METAL MESH WICONTIN.SOFFIT/TEXT.PLYWOOD INSTALL 4'0"O.C. ' FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF'/.INCH IN DIMENSION. SOFFITED SAVE 8"-14" LSTA30 1-1/4"00"18ga.STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR CONNECT TO ON ALL OPENINGS / GAP TO PREVENT CAPILLARY 4'-6"RAFTER RT10 10-314'x 18ga.TYDOIWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0"O.C. % ACTION CONNECT TO ROOF VENTILATION OVER BEARING WALLS AND HEADERS 14"-16' LSTA36 1-1/4'x36"18ga.STRAP AND JACK STUDS 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER SOFFftED EAVE DETAIL ION ALL OPENINGS '; KEEP ROOFING NAILS OUT 2ND.FLOOR WALL `. . ' OF FLASHING ' ROOFING LAPS BASE ' FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS I NAILED TO SHEATHING SHINGLES AT BASE MIN.4 INCHES THROUGH VENT WOOD JOIST TOP PLATE SIDE WALL FLASHING GIRDER/HEADER 1ST.FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48.00 WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES—PROVIDE HEMMED EDGES SO RAFTER INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND Ir 4"-8" LSTA36 1-1/4"x36"1 a.STRAP PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTIONI APPLICATION 89 PRE-MANUFACTURED KEEP SHEATHING MIN.1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH n/ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE {L RAFTER/PLATE RT15 TYDOWN ANCHOR THE PROPER STEEL CONNECTOR. INSTALL 4'0"O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE,SET FIR JOISTS APROX.1/2"HIGHER THAN LVL HEADERS W 8"-16" MSTA48 1-1/4'x48"16ga.STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE.&REDUCE BUMP OUTS ON ALL OPENINGS PLATENVALL SPTH4 STUD PLATE ANCHOR OF ROOF PLATES TO EACH STUD _ LLI z DBL.SILL PLATE `�nJ TERMITE SHIELD , �—SUBFLOOR .J 7 Z d SILL GASKET WOOD JOISTS L U-) NEOPRENE _ f CONC.SLAB ' - �` I ( f 2x&/2xS CONTINUOUS WOOD PLATE 0 N Zo TYP.CONC.FOUNDATION GASKET � � � A 6 MIL.POLY ' - V3 BOLTED TO STEEL BEAM WITH _I X J D IL POLY OF EXTERIOR . % O 0 v GRANULAR FILL 6MIL POLY ON EXTERIOR • ,• � , � � � � )•q -r - � � ( 1/2"DIA. BOLTS•48'O.C.STAG. V STEEL COLUMN I n m = ti p A � 4 • 4 i ► • ROOF JACK ``� ' „ STEEL BEAM �! O ~ M CONC.SLAB `A �' j I I l� Q e•• ( A 1•q `` 4"x 1/4"x 8"STEEL v J a O (O V . / COMPACT FILL ► ROOFING LAPS ` TOP AND BOTTOM PLATE v) U) 'A M s � KEYWAY FOOTING u V / • ° ' 4 • A ° FLASHING AT % WITH 1/2"x b"ANCHOR BOLT CONC.FTG. •p Q p G n" USE:WITH 3x3 SQUARE WASHERS SIDES AND TOP ` " • , _ o ANCHOR BOLT CONNECTION (USP LSPS58 OR BP583) % I/2 GROUT W p ' t% REINFORCING BAR _ ' 3"STEEL COLUMN �•!- DRAIN TILE V ANCHOR BOLT CONNECTION FOUNDATIION 5/8"DIA.ANCHOR BOLT I I ( SUPPORTIING MAXIMUM SPACING FLASHING LAPS 10 KIPS_ O SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STOWY 72"OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL O. TYPICAL CONC.FOUNDATION.APPLY PILASTERS MIN.3`STEEL COLUMN ANCHORED TO 24X24'x12'CONC.FTG. CRAWL SPACE OR FOUNDATION 2 STORKS 36'OC STEEL / BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. WALL BOTTOM PLA-GRADE TE TO FOUNDATION 1-2 STORIES 57"OC ROOF JACKS 4 VENTS DETAIL �—SUBFLOOR CONC.SLAB I DOORFRAME 6X6 10/10 WWM GARAG Q—JOIST COMPACT FILL ( USE 2X8 �'. FOR BLOCKOUT STEEL BEAM 'vim I - SLOPE P.T.PLATE , W/6X6 WMM• 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT ' 112"AIR SPACE `� < I ° '1 1 y , (WITH A NAILING PLATE IF NEEDED) ' AT END AND e• ." / . ' • E APROX.112*OR HIGHER THAN GRADE 4 -es-" -v- ^ -+ DES OF WOOD `� p i e •,;•. • • • STEEL TO BBEAM TO ALLOW OR SHRINKAGE DRAWN BY: ]FJMH 6X6 W.W.M. ; 4-� 4 d— A•° 1 BEAMS — • 4• • •• (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 4 �N o 'a ' °.�,A — SUBFLOOR August 02 2009 MIN. S ° `w Ad 6% �' y ��NOTCH BEAM FOR MUDSIILL IF REQUIRED MAXIMUM �— ef 4 REINFORCING BAR , NOTCH EQUALS 1/4 DEPTH OF BEAM I °A �° �o, �s I I—I I ' DRAIN TILE 1� �I •A To REINFORCING BAR �° d 4•, > OIS �!OF NE� /� 12• ro :• SHEET METAL/30#FELT UNDER BEAM AT POINT • )' �• ° V " _ �- " ' OF CONTACT WITH CONCRETE OR CONC.BLOCK STEE SCALE: 1/4 1 0 TYPICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. w aw 3" SHIMS TO LEVEL BEAM PLA B 0 REINFORCE FOOTING WITH(2)#4 REINFORCING BARS. 3"MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUt A "� ) SHEET N O. BEAM POCKET ��/ • 0525�� .7 AqO S$10 I I I I I i t � I 1 GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING JOINT DESCRIPTION NOTES BUILDING USE When a Dollar tie is used in feu of a ridge strap,the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WA,LL:3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT TOP PLATE 10'WALL:4-8d COMMON RAFTER W 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOTAL SQ.FT.OF CONSTRUCTION V W intent and framingdetails.The are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to to late shall be in CEILING JOIST 8'WALL:3-8d COMMON EACH Y 9 9 P P TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST PRESCRIPTIVE AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE AND State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA AF&PA WOOD FRAME CONST.MANUAL for One and Two Family Dwellings W construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER 'WFCM-SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES Q 1� 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE OVER PARTITION 'WFCM-SBC LAP NAIL EXT.BALCONIES 60 DECKS 40 H W 1� !�.t meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in r , These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER 'WFCM-SBC END NAIL ATTICS w/o STORAGE 10 �v� should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/STORAGE 20 W ^ accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 Ld Z V 3).Dimensions shall take precedent over scaled drawings. F RIM BOARD EACH END (LIVE LOADS PSF) 1-4 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ROOMS(OTHER THAN SLEEPING} 40 Cr First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 Z �GZ 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under GAURDRAILS ANY DIRECTION 200 � V construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY speck use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-16d COMMON PER FACE NAIL Z ^ anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION h+l 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMON JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE Q 1-4 INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE O 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMON EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE 114 NAIL O.C.attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and STUD FIRE PROTECTION Ym„ W ON 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE SEE FLOOR PLANS 9YP P HEADER 16d COMMON ALONG EDGES NAIL SMOKE&Co DETECTORS such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specked in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall betaken into account during construction. 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK latest version FOUNDATION NOTES: Type If exterior shearvalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST BOTTOM PLATE TO:BAND JOIST 2-16dCOMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA , , length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil. NAIL NAIL interior shearwatls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 LBS. MODERATE SLIGHT TO 3}.Provide 112"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE 120 B SEVERE 3 FT. 11 NONE TO HEAVY MODERATE ' concrete or masonry walls occuring in exterior or unheated interior areas. 4-8d COMMON ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDEIR JOIST NAIL Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall 2-8d COMMON Window be installed with#4 re-bar,18"long at 12"o.c..Use approved epoxy for installation. with table 3.5. sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).Unless otherwise noted,all slabs on grade to be 2500 p.s.i..Concrete to be 2-8d COMMON 4'PERIMETER EDGE ZONE 8d COMMON 6"O.C. 8d COMMON 6"O.C. SEE NOTES:1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9)•CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL @ @ to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3-16d COMMON EACH TOE INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTES:1(BOTH FIELDS) 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP 3-16d COMMON EACH FACE IGABLE ENDWALL RAKE AND RAKE TRUSS 18d COMMON @ 4"O.C.1 8d COMMON @ 4"O.C. SEE NOTES:1,3 8x16 cast iron foundation vent for every 150 sq.ft.of area. attached with the above requirements. TO BEAM JOIST NAIL NOTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3.8dCOMMON PER TOE 7).Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-16d COMMON JOIST NAIL 1).For roof sheathingwithin 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, per joists to be bolted to each as a.Drainag e section R405 of N.Y.S.Residential Construction Code. 2.Girders for deck j post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. ) g P ) � P SILL OR TO PLATE 2-16d COMMON FOOT SEE NOTE:1 Girders on concrete piers shall be anchored P with proper steel connectors anchored 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 112"dia x 8'long anchor bolt with washers and nuts. ROOF SHEATHING. For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of(AF&PA)Wood Frame 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL Const.Manual for One and Two Family Dwellings(WFCM);or as specified in R301.2.1.1 QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 (�c� W WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: W Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES z 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL otherwise. JOINT DESCRIPTION 1111 Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts Q'I 4'EDGE ZONE 8d COMMON @ 6" FY. SPACING O.C. 8d COMMON @ 12"O.C. SEE NOTES:1,3(BOTH FIELDS) (9 4).Unless otherwise noted,all bearingwall headers to be 2 2x10#2+BTR.Doug.Fir. where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD J z f0 Z U� ( ) 9 5d COOLERS -- � Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 (,V (p openings.LVL headers to have(3)jack studs and(2)full length studs on each side of 6).Concrete piers shall be a minimum 6"above grade. p N WALL SHEATHING: -J x -i � openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall NOTES 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored Q O 0 ctJ openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire NAIL NAIL m � to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. y and blocking where applicable. QlFY. SPACING z .� � - 5).All flush beams/headers to be installed with heavy duty galvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL gd COMMMON AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall 0 = M PP connecting PLUMBING NOTES PANELS WO.C.ED C be used. d c anchors where applicable to all connectin joists. 7/16"OSB 3"O.C.EDGE 6d COIMMON 2.Tabulated 12 inch o.c.nails spacing assumes sheathing attached to stud framing members with t W 6).Double up floorjoists under walls that run parallel to the floor joist and under bathtubs. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD ) P 9 9 9 Floors to have ceramic file installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. Won plans. WALLBOARD 5d COOLERS 10"O.0.FIELD V- 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. 0 7).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists FLOOR SHEATHING: NOTE' "O under all bearing walls. 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION JAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY a. provide adequate bracing and plates to protect and secure the structure.Verify with the ©TY. SPACING 8).Provide insulation baffles at eave vents between rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. needed. 8d COMMON HVAC SYSTEM NOTES 1"OR LESS 12"O.C.FIELD 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10-0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 9).Unless otherwise noted,all roofs and walls to have a minimum 1/2'thick,4-ply Fir ) P 9 pp safety NOTIES: 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 1 .Mechanical subcontractor is responsible for adhearin to all applicable codes and safe 3.INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. requirements. ) 10).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech I THESE NOTES ARE ONLY TO BE REFERRED TO IF plywood be i stalled MENTIONED IN SCHEDULE MOTES ONLY. Section R602.8-FIREBLOLKING REQUIRED 2).HVAC subcontractor is to fully coordinate all system data and requirements with the adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed equipment supplier. Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) over subfloor as per manufacture's instructions. 1).Nailing requirements are based on wall sheathing and to form an effective fire barrier between stories,and between a top story and the roof space. 11).All bathroom to have 1/2'thick moisture-resistant sheetrock.Garage walls and 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panell edge.If wall sheathing Fireblocking shall be provided in wood-frame construction in the following locations. ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building Contractor and owner for final review and approval. is nailed 3"on-center at the parcel edge to obtain higher to have regular 1/2"sheetrock.All walls to be taped and finished, shear capacities,nailing requirements for structural 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor ELECTRICAL NOTES: members shall be doubled,or;attemate connectors, levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 DRAWN BY: ]F/MH 12).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 1 .All electrical to be installed as such as shear plates,shall be used to maintain load path. feet.Botts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed P ) per N.Y.S.Residential Construction Code. using parallel rows of studs or staggered studs. approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is continuous over connected August 02, 2009 torch down type material over. 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, OF NF (G 13}.All sill plates and wood in contact with concrete to be pressure treated.Sill plates to 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R313 to be reduced tot-16d nail per foot. drop ceilings and cove ceilings. , be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S.Residential Construction Code. ,�Q' >r1SCy D SCALE: 1/4n = 1-0�, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclose space . Gj �Q� ear ��, ALTHOUGH EVERY EFFORT HAS BEEN MADE IN PREPARING THESE PLANS AND CHECKING THEM FOR ACCURACY,THE CONTRACTOR MUST CHECK ALL DETAILS under stairs shall comply with Section R311.2.2,N.Y.S.Residential Code. r AND DIMENSIONS AND BE RESPONSIBLE FOR THE SAME FOR ALL GOVERNING CODES AND BUILDING PRACTICES.THESE DRAWINGS CONFORM TO GENERALLY \§ r 17 w / 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free pas age f7 ;1�'rFr, #i cc ACCEPTED BUILDING PRACTICES;HOWEVER STATE AND LOCAL CODES VARY WIDELY.THE DESIGNER SHALL NOT BE HELD LIABLE FOR ANY ERRORS.ALL flame and products of combustion. = _� $ SHEET NO: CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES.DO NOT SCALE DRAWINGS,USE ONLY THE PRINTED J 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential a e��dX,, �FESSION�'� 0 4 1. I - ' �'�� N� Ge.•1T n1�g '�j'L'"�L.P�� fiz500 G�>o-i�—. ��.AIJ �►1 t.... /.fin C�..s?t�...s W► .��5 '1� �C,1G' I tn A '.1 t.,60k i e-Ul fy west O P-4 I r" I � I Vc/ [_ � ri s.1��GIG i I�.1dt_Ar++� �t..wpk•I«,1 I I I t .YTS iI 4 Ge- 0.5 I �._�:�+c_a�ra ex4ti:e APPROVED BY BOARD OF TRUSTEES I W _ I ' TOWN OF SOUTHOLD DATE Z I 0 '? JI JUL 2 3 2009 L rZa-c A. e. Southhold Town Board of Trustees I• I _��.. QaI�Q�••}LaA t� CEO G CL ��110, ►� \ / �( SCALE: ��+1 APPROVED BY: DRAWN By DATE: REVISED DRAWING NUMBER REMOVE CLOSE (�;-- EX.VENT ui- _ - - - - - ` NEW ROOFING REPLACE FASCIA -- - w/RIDGEVENT - - AND RAKE:BOARDS - La - - - - - CW14 CW14 CW14 CASE A L- - ll OP ' � REMOVE SKYLIGHT = � � Z V OPENINGS - - ' AND CLOSE UP _ 1 3/4 SILL - -- l - -- - - - -- - � SE : - : - REMOVE ENT 1-� R W- a - . : : iX4 VENTED : OVERHEAD DOOR TO BE CHANGED - � AS NECESSARY 1 FTG ` C1 3 - - - . . . NEW 18"RJR SHINGLES : i - : ' 3'5 - - i : - „ u U I Ll I I U FRONT ELEVATION NOTE: REPLACE ALL EXISTING OPENINGS IN SAME LOCATIONS SCALE: 1/�4" r 1'-0" - - Ca w NEW ROOFING - - " • LLI = I w/RIDGE VENIT - - - - - - z Z to —� X � tn ZmO= ~ , = - - - - : - - - - ig"'RJR - 0 (0 SHINGLES` � CW24 F-T - R - - Fnf, 209 r - ENTED C13 - _- REPLACE FASCIA .-,-_ -_ NDRAKEBOARDS CW145 P4045 CW145 TOINNLO OUTHOLO A G. DRAWN BY: ]F/MH October 24, 2009 - - - - - SCALE: 1 0 — - P�� -is y0 S 1/4" r Q� Fri, 9 ,2 SHEET NO: RIGHT ELEVATION SCALE;: 1/4" _ 1�_011 ��, l 1 REPAIR EX.CHIMNEY = _' : REMOVE : i - - - -- - ---- - tR - - - - - 191,R - -- - - , y - Ncn EW ROOFING - w/RIDGEVENT F--I CW24 CW24 - - , : ' J ^ w - - - , SOFFIT TO BE CUT BACK 12" . a REPLACE FASCIA - O rr RAKE BOARDS,-' - z - ON ® ® ' FWG Z 1-4 0 liL FW 0 liL , inn , REAR ELEVATION, SCALE: 1./4" = V-0" REPAIR -- - - - _ W EX.CHIMNEY W Z rn _ REPLACE FASCIA _J X AND RAKE 0 CD m A BOARDS CIR30 _ - - - ' LD a. 0 , - fn W ' LL - -. NEW ROOF = - w/RIDGE VENT=- - - - - - - -- --- - - - - 1X4 VEN TED FREIZE BD.. - - -- - .' _ 18" R$R , , SHINGLES - - , , , - October 24 2009 - TNE : SCALE: 1/4" 1' 0" .� 9 w SHEET NO: LEFT ELEVATION SCALE: 1/4" = 1"-0" A �)F ss+oN�� ------------------------------------------------------------------------------------------------------------------------------- 1 1 ' 1 ' 1 I ' 1 1 I I 1 1 -----------------------------------------------------------------------------------------------------------� 1 I 1 1 I W I I 1 ' V w 1 I 1 I Z z 1 I I I W1 1 1 I I 1 1 i ' H ' ------------------- I uJ Z I I 1 I w w v ' z z 1 1 � o 1 1 J A w ' ---------------------------------- t.d z a v_ rLiLL tx I . EX. SITTING ROOM IT II � II I EX. UTILY ROOM 1 I EX. BEDROOM 1 1 I 1 1 i I I I 1 1 1 1 1 I 1 t 1 1 I I 1 I 1 1 I 1 1 1 I 1 1 I 1 I I 1 1 1 1 I 1 1 1 i 1 1 1 I 1 I 1 I I I 1 1 1 1 1 1 IA W v � W EX. FAMILY ROOM BILCO SCAPEWELL UP w/GRATE COVER ----------------- ----------------- E:X. A H � - -- - -- - W EX.8'HIGH TYP.FOUNDATION �/ 0 Z /\ z Z 04 1 J x _j6 Q 00 co Z 1 I O O 1 M 1 1 •J - a0 � 1 1 I 1 W 1 I I I LL 1 1 i 1 CONC.PATIO i 1 1 I 1 FOUNDATION PLAN SCALE: 1/4" = 1'-0' ' EX. GARAGE 1 i I 1 1 I nor- NEI., 1U liyl' I 1 r} A4. ,� ^r DRAWN BY: IF/MH I I October 24, 2009 1 I `�FEss►oN SCALE: 1/4" = 1'-0" 1 I 1 I N SHEET NO: -------------- tI �--------------� 1 1 ----------------------------� I f I I I I II II II II W II II II I ► V w II II Z z W Q"� EX. DECK I I EX. COVERED I I Q a NEW 5/4X4 MAH.DECKING PORCH h+I V 1 w II II W Z V II II Q: Z Z II II FWG90611L FWG120611-4 FWG90611L FWG90611L I I EX OUTDOOR ""'' 0 EX.(2)2XIO HDR. EX.(2)2X12 HDR. EX.(2)2X10)HDR. EX.(2)2X10 HDR. . V SHOWER W Z �W [EGRESS] '�I I o , I I" O I ' ` / ' N EX�FIREPI,AfCe �.' I I I I Z W FRAME IN NEW CLOSETS NEW INSULATION TO CODE to `% WHERE REMOVED � X 2r-p. 09 II o I I in REPLACE SHIEETROCK N I I o ,n I THROUGIH OUT I I EX. DINING ROOM N 'N %% ,'� I I 01 1 8'-O"CEILING cv a rn p `. NEW IX3 WHITE OAK I I X EX. BEDROOM I LANDING I I FLOORING THROUGHOUT �% �� ABOVE m 9'-0"CEILING 2'-O" BUILDUP FLOOR T0,HATCH EXISTING I 1 co�° 3 (AD Q 2X8 SLEiPERS @16"OC) _- -_ F_ __�3- FL.JOIIST_ _ _ \ v FRAME IN `% ,�� i ___ _, NEW CLOSETS ,A% C✓� `� ' CLOSET UNDER o p I ,' �`` STAIRS ® ' ' ` ' ' ' " ml I N o `�bD EX. LIVING ROOM W I I to '� en 4--0" ENEWBTIILEEH N v O ; I XII Ir-0"% ` 69 / I I.- 1 1 R D W iXi EX. BATH ® 11 O ' I I �/ NEW TILE I 'r` 8'-O"CLG. I I NEW BOX STAIRS ` , , ------ 01 I O I I ,' w/RAILING TO CODE EX. KITCHEN � I I ' W REPLACE COWNTERTOPS M I I EX.(2)2X8 HDR. ,'�, 8'-O"CEEILING a I I iv DN W C13 ,' UP ' I I E B E N ST IRS z I IT0 CODE(TY IIQ L (9 Z NEW(2)2X12 HEADER ------ O of i--- ----- �ij -rn I I I 45 MINUTE F.R.DOGE x CV _ .._ 1-Ox3-Oxl-Ox7-2 I 'b `--I---J w/S.G.HINGES LO DOOR w/SIDELIGHTS STEEL JAMB `� Q m 0 ti U STONE PATIO N EX.(2)2X8 HDR •� z BRICK C235 j 5'HIGH � 0 � FACE i (NO ROOF) U 05 ENCLOSURE O - CONCRETE i o - - lw 0 -------------------------------------�� NEW PORCH d O ------------------------------------- BLUES TONE - co N - _ ^^ - O N PORCH SECTION _ _ _ x EX. GARAGE WALLS AND CEILING TO ' - BE HAVE 5/9"TYPE-X FIRE RATED SHEETROCK - TO CODE ------------------------------------ 3cyt` �. WN BY: JF DRA MH / eo a I r N SST. FLOOR PLAN � � � � � - -- _� ; � N Q NEW STOOP X r o October 24, 2009 SCALE: 1/4" = 1'-0' W <A� oszS�P�� 4�� 1� o„ BLUESTONE NEW 1 l'�S = - -- - - - - NEW 16"XS"Fh. 6"Xs"FTG. S1O SCALE: 1/ - ! - BLOCK WALLsr AS BLOCK WALLS AS REQUIRED( (REQUIRED 1.REPLACE EXISTING WINDOWS AS SHOWN.EXISTING DOORS TO BE REPLACED. I SHEET NO: N 2.REPLACE EXISTING INTERIOR TRIM. 12 - - I ' OxT 4 OVERHEAD DOOR'- _ -- r 3.REPLACE EX.FLOORING w/OAK THROUGHOUT. 4.RE-SIDE HOUSE,RE-SHINGLE ROOF,REPLACE EXTERIOR ; TRIM AND REPAIR CHIMNEY AND REMOVE FIREPLACE. S-5" 9'-7" S-5" P,7.%7TTl ii'7T171 STONE APRON lT I r I -----------------------------------------------, I I I I , I 1 , I I I , 1 , I , I I I I W I I I I I I I I Z Z I I ' W1 , ' a I 0 I , ' Cn V ' W CW24 ; CW24 , EX. 2 2X8 HDR. ' EX.(2)2X8 HDR. ' z ------------------------------------------ [EGRESS] [EGRESS] 0 J q V L,J z a I _______ _______ EX. BEDROOM z i i i i NEW WOOD FLOORING ' Lj 8'-0"CEILING EX. BEDROOM ;SEX.SKYLIGHTSi; 3 ' ' TO BE REMOVED ' , NEW WOOD FLOORING 8'-0"CEILING 1 ' , Go BD I 41 2'-6n ' O O I ' u , ¢ x JEX 2X8 oNaOG---------------- ------------------------- , J � w 2'-4" 2'-6" I I � GO 6D ' O , I � CIS , _ NEW SHEETROCK o o THROUGH OUT = INSULATE TO CODE x N EX.SKYLIGHT ' TO BE REMOVED t ; Ix N v , I EX. BEDROOM , NEW WOOD FLOORING ' o r-0 I ---------------------------------------- ' ' "CEILING I ; ; r E�(. BATH ; TILE ' 8'•-0."CLG. , '(,�C W I W O z I I [EGRESS] [EGRESS] ; v } EX.(2)I 2X8 HDR. EX.(2)2X8 HDR. EX.(2)2X8 HDR. i ��I��1 z Z m C)W14 CW14 CW14 ' o � ' i ' J � �X ' z CD O I •� m T OEMI ' a O c0 I ' 1.REPLACE EXISTING WINDOWS AS SHOWN.EXISTING W DOORS TO BE REPLACED. , ' LJ._ 1 ' I 2.REPLACE EXISTING INTERIOR TRIM. I ' 3.REPLACE EX.FLOORING W/OAK THROUGHOUT. ; Q_ 1 , 4.RE-SIDE HOUSE,RE-SHINGLE ROOF,REPLACE EXTERIOR I TRIM AND REPAIR CHIMNEY. ' I , I , 1 , 1 , I , I , I , I , I , I , I , ,oF Nei, 2ND. FLOOR PLAN �Q�F�c" ��°� I , DRAWN BY. JF/MH SCALE: 1/4" = 1'-O' . : i October 24 2009 ,RQF os25 P� SCALE: 1/4" = 1'-0' `------------------------------- ----- --------------------------- ESSlO� SHEET NO: r--------------� L--------------J I f I I I i II r 0 ROOF VENT r 0 ROOF VENT 3 RESchock Software Version 4.3.0 S ER OR ATH co Compliance Certificate m z 1114 11/4 1 V2 1 1/m 1114 1 la 1114 V 81W SHO NER WC Dw. ME WC F2�1&0 — OR TN 2 CO CO- 3 ILI LIL�_ Energy=e_- 2 07 Knew YoTk Energy Conservabon CorstmoffiDn Code LJ Z U^ u in: SuFoW, County. New Yo&. 14 z z Combxtkn Typre- De ta dbeed I or 2 Fa nd ly HeatngTYPIPE Ncin-Elecbic 0 1114 1 VA 1112 Glofnq Area Pemob."s: 2191., we fie=ng Degmae Days: 57.% SHC NER TH FAL WZ ar'!nI A Co Cnstrudon S7!e: Ormere gt DewfCailmdv . 3 'I -4DELL 791D 1h7AN MECK ME 4r"01 TO EXISTING HOUSE SLOPE'1/4"PER FOOT PITCH TO DRAIN TRAP SEPTIC SYSTEM PECONIC, NY PLUMBING SCHEMATIC N.T.S. Coff;r.al: h4,2MTVmUA:575 Yoff UA: 5,53 rn oil Basement Yfal t VkvM Frzre 1155 13.0 0.0 65 #10STAINLESS M1 M-Pgft 7.7 OR GALVANIZED Depin. t>m-1mv g-ale_"1517 WOODSCREWSWI ilk W&S-m@IrO.0 /7 irmsAon do-p!n: 7.7 VIRmImT 1:Obod FrmrmVaLVa [Davie Y. LcN-E 2 ��, I ' , I I 1/rAPARATEDSWATHING Mridomi Z VVdod I FrjmsZ.*igFe Pam 4 G.Sul) 2 ! it '�"l "% i , I L. FM r 1:-S W)-0",r4G radme."Lll ftVsa."_ U6 0.0 152 (—ALTUM—TrVWL 7/16'0.&&) P-Wabon OsFtl: 13.Cr I I j j vrmARATEDsHEATHEw GRADE 1 �/ I 1 0 ; I) I ; �T WOODVIM 7116-O.&G.) Mal 1:WoM Frz-,vie, I Fax, 133D 13.0 13.0 34 Tl� #10STAINLESS57131 Vill'Iridrmv V%Md I Frama-ModYe Pane wtl Lmiy-E 64 13.310 213 OR GALVANIZED wow SCREWS W/ WASHERS 61_O.0 Door 1:GIm 252 11.310 75 CO W :35 13.351) 12 W %Val 2:Wm)d I =. e. 160 oLc- 557 11D 0.0 39 z Z4W %VIndw 4:A13M �FramE.D=Ve Pam vi'M Lew-E 34 0.310 26 --I Z Cellng 1: Fit.CeTng Dr SlssorTriss 918 19.0 0.0 47 W CO rn Ce.1 ng 2: Cati-==Cer.11-ig(no at o) 437 19.0 0.131 25 _j x 9 C� < 0 0 Ftm3oe 1:f."fmd H.-I AIr ES AFUE • Z 1� 3,: ti q 0- 0 (0 The pmpaseed brflUng mpmsenked ri tTs errant Is mrmistent Wth bVIr."ung pf'armv Epee,0.',rwtx:s. aid ctisr m!c=ms swrdme-d CD 12"OC A� vilin ttis pemn*.ap-pawtor.-ne'pmpose. errs haw edtorne&,the=.. KeNYmtEhmffCmseRr&onCmstixtbn WW Dade TT.,-T_-eTP. =-q, a' rel Do-V-n Prffe= I hm U_ ME, _4 - aiffsrgneff Ispar, area ig t b ne T P&A,"ET 0 I ' I 3/4'MA FLYWOOD IntrAimp.t emm aM prcreWonzill rXgment.ELY11 pfms i0r mis are ki coT. ;r_a-,m:e Y.1%Mis Coda. Of SHEATHENG fm -17) OL 2X4 DF#2 '0 SUDS A LLOR ENS W/LZED ,� li � ll i! � i! � WASHERS 0 Ir O.C_ �%Sc 'f I fill III, f,'I I I I I KLTIPLE PLYWOOD ASSEMBLIES DRAWN BY: IF/MH 2-2X4 DF#2 STUDS COMECTED TOGETHER W1TH SEAMLESS STEEL OR GALVINIZED BOLTS W/WASHER AND NUTTS 0 X W D.C. October 24, 2009 WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER TABLE 1609.1.4,N.Y.S.RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) SCALE: 1/4" = P-O" WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16- AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO - COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 16D9.1.4,16D9.6.5 AND TABLE 16D9.1.4 OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SUE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. SHEET NO: PTqmt -nhE Remrt dam: 11CV1109 E)zta VIE-name: Page 1 cl I 0 - - WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. W KING STUDS ENDWALL CRIPPLE STUD RAFTER WALL STUD ` ^, �f�^I e BOTTOM PLATE RIDGE a HEADER LEDGER BATHTUB Q DOUBLE JOIST l J SIDEWALL RAFTER u rH JACK STUDS V / FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS Z u ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT Z Z CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLI TION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH SOT.PLATE OF .ND FLOOR AND TOP O 2ND. ADS5 ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4'k12"20ga.STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4'x24'20ga.STRAP APPLY O>VER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER JOIST DIRECTION WITH(2)JOISTS.UNDER WALL. THE FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE �( U BLOCKING @24"OC WALL STUD THROUGH-ROOF EXHAUST W Z F+i VENTS SELECTED AND Q H METAL STRAP LOCATED BY CONTRACTOR CRICKET AT TOP-SIDE OF VENTILATION CHANNEL 0 RIM BOARD CHIMNEY RAFTER AS REQUIRED Z SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN W VENTILATION WOOD JOIST SIDEWALL FLASHING FOUNDATION TOP pi,A7E BLOCKING FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS @48.00 BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST ATTIC SHALL BE PROVIDED WITH A AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL-MAINTAIN GAP FASCIA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA - - GLITTER ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 11150 OF THE AREA OF WOOD GIRDER INSTALL 4'0"O.C. �� THE SPACE VENTILATED. ALL OPENINGS ONTIN.SCREENED VENT 4'-8" LSTA24 1-1/4'x24"20ga.STRAP AND JACK STUDS 4 SHALL BE COVERED WITH CORROSION- ON ALL OPENINGS ; I PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH CONTIN.SOFFIT/EXT.PLYWOOD INSTALL 4'0"O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION) APPLICATION OPENINGS OF INCH IN DIMENSION. SOFFITED SAVE 8'-14" LSTA30 1-1/4 xW"18ga.STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR CONNECT TO ON ALL OPENINGS / GAP TO PREVENT CAPILLARY 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWtN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0"O.C. ACTION 14"-16' LSTA36 1-1/4*x36"18ge.STRAP AND JACK STUDS 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWPN ANCHOR CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS EACH RAFTER SOFFITED SAVE DETAIL ION ALL OPENINGS KEEP ROOFING NAILS OUT 2ND.FLOOR WALL OF FLASHING ROOFING LAPS BASE FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME \/ EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN.41NCHES THROUGH VENT WOOD JOIST TOP PLATE D GIRDERMEADER e. 1ST.FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC rl �I` E WALL FLA-SH I NG WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES—PROVIDE HEMMED EDGES SO RAFTER INSTALL47O.C. AS TO FORM DRAINAGE CHANNELS AND 4'-8- LSTA36 1-IMN36"18 a.STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION g PRE-MANUFACTURED KEEP SHEATHING MIN.1-1/2' ON ALL OPENINGS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH �y CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE LL RAFTER/PLATE RT15 TYDOWN ANCHOR THE PROPER STEEL CONNECTOR. INSTALL4'0"O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE,SET FIR JOISTS APROX.1/2"HIGHER THAN LVL HEADERS W 8'-16" MSTA48 1-1/4"x48"16ga.STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD OF ROOF W Z DBL.SILL PLATE TERMITE SHIELD I 1--SUBFLOOR SILL GASKET CO WOOD JOISTS •J Z �_ Z coIn NEOPRENE _ I W W CONIC.SLAB ///�� 2xb nx8 CONTINUOUS WOOD PLATE in N TYP.CONIC.FOUNDATION ( /� v GASKET ''�� t DAMPPROOF EXTE 6 MIL.POLY RIOR GRANULAR FILL ° ' BOLTED TO STEEL BEAM WITH J X J 6MIL POLY ON EXTERIOR ).q I In DIA. BOLTS 48"ox-,STAG. Q O O CD v STEEL COLUMN _ m = ROOF JACK "� •� Z I- �^ v CONIC.SLAB STEE1_BEAM O a O 0 4"x 114"x 8"STEEL COMPACT FILL � ° V a ° n ° ` ROOFING LAPS �, TOP AND BOTTOM PLATE ^ KEYWAY FOOTING o v 4 ° 1 FLASHING AT , WITH V2"x b"ANCI4M BOLT vJ d•e C CONC.FTG. ► `q Q`q G o' � • ,-_ • :d ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS SIDES AND TOP (LUSP LBPS58 OR BP583) I/2"GROUT W p REINFORCING BAR f 3"STEEL COLUMN U- DRAIN TILE p ANCHOR BOLT CONNECTION FOUNDATION 5/8"DIA.ANCHOR BOLT 1 I O SUPPORTING MAXIMUM SPACING FLASHING LAPS , , /10 KIPS J SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72"OC SILL PLATE TO FOUNDATION TYPICAL SEAM DETAIL WHERE NEEDED FOR STRUCTURAL BRACING. TYPICAL CONIC.FOUNDATION.APPLY PILASTERS MIN.3"STEEL COLUMN ANCHORED TO 24"x24'x12"CONC.FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36'OC STEEL / BOTTOM BEARING WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES, 57"OC SLAB-ON-GRADE ROOF JACKS 4 VENTS DETAIL 1 1-SUBFLOOR CONC.SLAB I DOOR FRAME 6X6 10/10 WWM i GGARRG1=—� JOIST COMPACT FILL O , I USE 2X8 0 FOR BLOCKOUT STEEL BEAM 7-7 4' BLAB _ P.T.PLATE W/bXb WMM SLOPE 4"DRIVEWAY—�. NOTCH JOIST AND ADJUST HEIGHT 1/2'AIR SPACE < I °• ,1 UO (WITH A NAILING PLATE IF NEEDED) AT END AND q • ' ° TO BE APROX.1/2'OR HIGHER THAN GRADE 4 -zr--�-v-- -� - d t G'4 DES OF WOOD ,o ', ; DRAWN BY: JF/MH D > D STEEL BEAM TO ALLOW FOR SHRINKAGE q C„ 4 '. 4 4 D BEAMS ° 4 d• • (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 6X6 W.W.M. �- - °- - ; - - d e cni MIN. A,� ° ��\NOTCH BEAM FOR MUDSILL.IF REQUIRED-MAXIMUM ° n , a • °•w a �— FLOOR October 24, 2009 4 REINFORCING BAR NOTCH EQUALS 1/4 DEPTH(OF BEAM °D ° °,>', 'e I I-I I .D �a REINFORCING BAR a•° d•, > IS A' DRAIN TILE {�—� ° 4 ), d ed a !" F NE( / n t n 12' e :• SHEET METAL 130#FELT UtVJDER BEAM AT POINT • • S EL C�O y SCALE: 1/4 = 1'0 c• 3" OF CONTACT WITH CONCRfETE OR CONC.BLOCK TI i i t "LPG \SC/� TYPICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ° SHIMS TO LEVEL BEAM P (B LT D`T�O B�E.SAM) �J REINFORCE FOOTING WITH(2)#4 REINFORCING BARS. 3'MINIMUM BEARING SURF/ACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT SHEET N O: BEAM POCKET 1 GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NA NOTES,IL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required CITY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT V W 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL SQ.FT.OF CONSTRUCTIONCEILING JOIST 8'WALL:3-8d COMMON EACH intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TOE-NAIL Fj for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST FZ g y p g g p p PRESCRIPTIVE AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE AND J State building codes.The General Contractor Is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA AF&PA WOOD FRAME CONST.MANUAL for One and Two Family Dwellings W Q construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM'-SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM'-SBC LAP NAIL EXT.BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCMI-SBC END NAIL ATTICS w/o STORAGE 10 C V These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/STORAGE 20 W r ^� accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 LJ Zj V 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) /Y DO NOT SCALE DRAWINGS). 4 WALL ASSEMBLY TO FOUNDATION: 2-16d COMMON ROOMS(OTHER THAN SLEEPING) 40 Z ( ) )• TO RAFTER END NAIL First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 J O responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL GAURDRAILS ANY DIRECTION 200 l--I V construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt QTY. SPACING EXPOSURE CATAGORY44 specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO PER FACE NAIL Z ^ p p p p 9 Pa2-16d COMMON LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION P., anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 5).Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT 4-16d COMMON JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE O INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE Z or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-16d COMMON O.C. NAIL ym.: Ld ON attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION 7).The General Contractor is to consult with the owner for all built-in items 112 inch sum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE SEE FLOOR PLANS ) 9YP P HEADER 16d COMMON ALONG EDGES NAIL SMOKE&Co DETECTORS such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specked in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK latest version FOUNDATION NOTES: 6).TYPEt1EXshearwTERIOR SHEARWALLCONq requirements BOTTOM PLATE TO: CLIMATIC & GEOGRAPHIC DESIGN CRITERIA T II exterior nt factors i shall meet there urrements of table 3,15a-b times the appropriate PER FACE NAIL FLOOR JOIST,BAND JOIST, 2-16d COMMON length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. ) FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HALOOD ZARDS 7).INTERIOR SHEARWALL CONNECTIONS: MPH LOAD 2).All footings to rest on undisturbed(virgin)soil. Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL (MPH) ) CATEGORY DEPTH TEMP. REQUIRED interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. . 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE 20 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER 4-8dCOMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall 2-6d COMMON with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with 94 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 5).Unless otherwise noted,all slabs on grade to be 2500 s.i..Concrete to be 2-ZBd COMMON 4'PERIMETER EDGE ZONE 8d COMMON 6"O.C. 8d COMMON 6"O.C. SEE NOTES:1,3 9 P• TO JOIST END NAIL @ @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9)•CATHEDRAL CEILING ASSEMBLY: to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3-116d COMMON EACH TOE INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTES:1 (BOTH FIELDS) 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP 3-16d COMMON EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 18d COMMON @ 4"O.C. 8d COMMON @ 4"O.C. SEE NOTES:1,3 8x16 cast iron foundation vent for every 150 sq.ft.of area. attached with the above requirements. TO BEAM JOIST NAIL NOTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-rBdCOMMON PER TOE 7).Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-16d COMMON JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2-1'6d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2"dia x 8"long anchor bolt with washers and nuts. ROOF SHEATHING: For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of(AF&PA)Wood Frame 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL Const.Manual for One and Two Family Dwellings(WFCM);or as specified in R301.2.1.1 QTY. SPPACING fro Tabulated 4 inch o.c.nail spacing assumes sheathing shall rafter/truss framing members with G>0.49.For Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 'c W D Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL S H EATH I N G REQUIREMENTS FOR WIND LOADS: LU Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES z 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL JOINT DESCRIPTION otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTES:1,3(BOTH FIELDS) } where needed. NOTE:2 FOR PANEL FIELD •J Z C0 Z GYPSUM 7" O.C.EDGE LA 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. 5d COOLERS Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 W M openings.LVL headers to have 3 jack studs and 2 full length studs on each side of 6).Concrete piers shall be a minimum 6"above grade. N ( )� ( ) g WALL SHEATHING: -� x LO 7).All joists openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall NOTES O O ists to be supported with hangers and anchors.Each Joist shall also be anchored Q CO m 2: � openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire NAIL NAIL to girders). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING z Cj �-- .-. 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall � O = M 5).All flush beams/headers to be installed with heavydu galvinized hangers and 8d COMMONI be used. duty 9 9 PANELS WFCM-SBC d 0 (0 anchors where applicable to all connecting joists. PLUMBING NOTES U) fn �.. 7116"OSB 6d COMMON 3"O.C.EDGE 6).Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS; 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. � Li- on plans. WALLBOARD 10"O.0.FIELD 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. 2).Verify septic system with the Engineer for Suffolk County Health Department approval. O 7).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists FLOOR SH EATH I NIG: NOTE: under all bearing walls. 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION QTY. SPACING CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY IL 8).Provide insulation baffles at eave vents between rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. needed. HVAC SYSTEM NOTES 1"OR LESS 18dCOMMON 12"O.C.FIELD 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10-0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 9).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. requirements. = 3).INSTALL 1 -Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 10).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor THESE NOTES ARE ONLY TO BE REFERRED TO IFMENTIONED IN SCHEDULE NOTES ONLY. Section R602.8-FIREBLOGKING REQUIRED adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed 2)•HVAC subcontractor is to fully coordinate all system data and requirements with the Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) over subfloor as per manufacture's instructions. equipment supplier. and to form an effective fire barrier between stories,and between a to story and the roofs ace. P 1).Nailing requirements are based oni wall sheathing P r'Y P 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge. If wall sheathing Fireblocking shall be provided in wood-frame construction in the following locations. 11).All bathroom to have 1/2'thick moisture-resistant sheetrock.Garage walls and Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building shear capacities,nailing requirements for structural 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor to have regular 1/2"sheetrock.All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled,or alternate connectors, levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 DRAWN BY: JF/MH such as shear plates,shall be used toi maintain load path. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls construct d 12).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 1).All electrical to be installed as per N.Y.S.Residential Construction Code. using parallel rows of studs or staggered studs. approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is continuous;over connected OF N��!/ October 24r 2009 torch down type material over. 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of naiils shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soff1 s, , j. to be reduced tot-16d nail per foot. drop ceilings and cove ceilings. Q� 1SC/y 13).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R313 F� " - '1-0 ,� SCALE: 1/4 - be installed with a foam sill gasket and cop termite shield or approved equal. of N.Y.S.Residential Construction Code. 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces ALTHOUGH EVERY EFFORT HAS BEEN MADE IN PREPARING THESE PLANS AND CHECKING THEM FOR ACCURACY,THE CONTRACTOR MUST CHECK ALL DETAILS under stairs shall comply with Section R311.2.2,N.Y.S.Residential Code. ' AND DIMENSIONS AND BE RESPONSIBLE FOR THE SAME FOR ALL GOVERNING CODES AND BUILDING PRACTICES.THESE DRAWINGS CONFORM TO GENERALLY 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of �HEET NO: ACCEPTED BUILDING PRACTICES;HOWEVER STATE AND LOCAL CODES VARY WIDELY.THE DESIGNER SHALL NOT BE HELD LIABLE FOR ANY ERRORS.ALL flame and products of combustion. c!' ,� ,� CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES.DO NOT SCALE DRAWINGS,USE ONLY THE PRINTED )A 0525 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. ,�9 ,Fc.SSIONA O O r I NA I L I NIS SGH 1%L ( X OSU S � EE � L) L I N S I N S X NUMBER OF NUMBER OF NAIL SPACING I.D. MANUFACTURER MODEL R.O. REMARKS DWG. NO. DWG. TITLE JOINT DESCRIPTION COMMON NAILS BOX NAILS A ANDER5EN OR EQUAL 6-13 2'-0 1/0°X 2'-II l5/l6" A-01 SCHEDULES, NOTE5 e PLUMBING R15ER DIAGRAM ROOF FRAM I N G - - - - - - - - - - - -- - - - - ---- ---- - --- - - - B ANDERSEN OR EQUAL A-2/ 2'-O l/8"X 2'-O 1/8" AWhJ/N6 ---- - --- RAFTER TO TOP PLATE (TOE-NAILED) 3 - 8d 3 - IOd PER RAFTER A-I FLOOR PLANS CEILING JOIST TO TO>P PLATE (TOE-NAILED) 3 - 8d 3 - IOd PER JOIST NOTES: A 2 ELEVATIONS e WALL 5E6T10N CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) (HEEL JOINT) I. ALL WINDOW5 5HALL INCLUDE IN5EGT 56REEN5, FACTORY HEAD AND:SEAT BOARDS, AND FACTORY EXTEN31ON JAMB5 (IF REQUIRED). A-3 INTERIOR ELEVATIONS e 5ECT/ON5 RAFTER SLOPE: 3:II2 22 - I6d 22 - 40d 4:II2 11 - I6d 11 - 40d 5:112 14 - I6d 14 - 40d EACH LAP 1:112 I0 - I6d I0 - 40d q:112 AND GREATER 8 - I6d 8 - 40d CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) RAFTER SLOPE: :112 - Ibd 1 - 40d I � I\- d 4 11 :112 11 - I6d 11 I � I (S � //K: 7 L) F E�) H � L) L_ EF5:112 14 - I6d 14 - 40d EACH LAP 1:112 10 - Ibd 10 - 40d q:112 AND GREATER 8 - Ibd 8 - 40d 5YMB0L ROOM NAME EQUIPMENT MANUFACTURER MODEL NO. COLOR / FIN15H REMARKS COLLAR TIE TO RAFTER (FACE-NAILED) RAFTER SLOPE: 3:112 1 - IOd 1 - 12dW.G. TBD - 4:112 b - I Od 6 - 12d - - - - - - - ---- - - - - - - - -PER TIE 5:112 4 - lOd 4 - 12d B MASTER BATH SHOWER STALL TBD - 6:112 AND GREATER 4 - IOd 4 - 12d - - OMA5TER BATH 5HQPVER HEAD TBD' - BLOCKING TO RAFTER (TOE-NAILED) 2 - 8d 2 - IOd EACH END t� MASTER BATH FAUCET TBD' RIM BOARD TO RAF-TER (END-NAILED) 2 - Ibd 3 - Ibd EACH END I � � O MASTER BATH FAUCET TBD' - TOP PLATE TO TOP IPLATE (FACE-NAILED) 2 -Ibd I 2 - Ibd I PER FOOT O MASTER BATH VANITY SINK TBD' - TOP PLATE5 AT INTERSECTIONS (FACE-NAILED) 4 - Ibd 5 - Ibd JOINTS -EACH 51DE O MASTER BATH FAUCET TBD' - STUD TO STUD (FACE-NAILED) 2 -Ibd 2 - I6d 24" O.G. O MASTER BATH VANITY SINK TBD' - HEADER TO HEADER' (FACE-NAILED) I6d I6d 16" OC ALONG EDGES O MA5TER BATH VAN/TY TBD' - TOP OR BOTTOM PLATE TO STUD (END-NAILED) 21- Ibd 2 - 40d PER STUD 1 BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJO15T OR BLOCKING 4" THRU ROOF (FACE-NAILED) 2 - I6d "2__ 2 - Ibd 1,2 PER FOOT FLOOR FRAM INCH JOIST TO SILL, TOP ]PLATE OR GIRDER (TOE-NAILED) ' 4 -8d 4 - IOd PER JOIST i Z 5 *ME _� L) L NOTE5 : MA5TER BATH DRAINAGE FIXTURE UN/T5 5HALL BE BRIDGING TO JOIST (TOE-NAILED) 2 - 8d 2 - IOd EACH END NO. F TYPE UNIT DIMEN51ON MATERIAL FRAME REMARK5 COMPILED /N THE FIELD, BASED ON RUN OF WA5TE LINE AND LOCATION 2" V BLOCKING TO JOIST (TOE-NAILED) 2 - bid 2 - IOd EACH END FIRST FLOOR OF VENT 5TA6K R15ER5. ADJUST VENT 2" '/ ___ _ AND WA5TE 51ZE5 AGGORD/N&LY BLOCKING TO SILL CAR TOP PLATE (TOE-NAILED) 3 - Ibd 4 - I6d EACH BLOCK - - - - - - - - - --- - - - BASED ON TABLE P9/6.l AND P709.1 1112 I l/2" V 1112 V � EXTERIOR WALL /0/ POCKET- R.H. 2'-4"x 6'-8" 5OL/D GORE PRE-HUNG WOOD LEDGER STRIP TO BEEAM (FACE-NAILED) 3 - I6d 4 - 16d EACH JOIST -- - -_- - OF THE NY5 BLDG GODS - - LAV LAV 102 POCKET- L.H. 2'--4"x 6'-6" 50L10 GORE PRE-HUNG WOOD JOIST ON LEDGER TO BEAM (TOE-NAILED) 3 - 8d 3 - IOd PER JOIST -- - ALL SUPPLY LINES TO BE INSULATED, I03 POCKET- L.N. -3 x 6'-8" 5OL/D GOJRE PRE-HUNG WOOD FRESH AIR INTAKE 3" BAND JOIST TO JOIST (END-NAILED) 3 - Ibd 4 - Ibd PER JOIST --- - --- - - - ---- -- -- - - - - - SHOWER G.O.D.P. 104 PR. POCKET - R.N./L.H (2)2'-3"x 6'-8" 50LIO 610RE PRE-HUNG WOOD FIR5T FLOOR BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2 - I6d 2 - I6d PER FOOT 2"' 2" OO SHEATHIN _' 3„ STRUCTURAL PANEL'S: PANEL INTERMEDIATE _ EDGES SUPPORTS INTERIOR ZONE 5 8d 'Od 4" 6" — _ I _ EXTEND TRAP PLU05 TO PERIMETER EDGE ZONE 5 8d IOd 4" 4" I I \ I I I I I BELOW FL. SLAB FOR GABLE ENDWALL RAKE WITH LOOKOUT BLOCK 8d IOd 4� AGGE5 3" WITH S T AND 6LEAN/N6 TEEL COVER GROUND WIND SEISMIC SUBJECT TO DAMAGE BY WINTER ICE SHIELD PLATE VERIFY DEPTH G E I L_ I N 0 S 'H E A T H I N G SNOW (SPEED IN DESIGN DESIGN UNDERLAY- FLOOD OF PIT IN FIELD GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 1" EDGE / 10" FIELD LOAD MPH) CATEGORY WEATHERING FRODSEPTH TT TINE TERMITE DECAY TEMP MENT HAZARDS REQUIRED GONNEG T TO APPROVED ,N A L- L.. SHEATH I N 6 MOD. TO SLIGHT TO STRUCTURAL PANELS/HAR ARD PANEL INTERMEDIATE45 PSF 120 G SEVERE 3'-0" HEAVY MODERATE II° YES N/A SAN/TARYSYSTEM EDGES SUPPORTS 4'"H.T. INTERIOR ZONE 8d IOd 4" (oil 4' EO6E ZONE bid IOd 4" b" I V A I L I N& NOTES PIT FIBERBOARD PANELS: 1/II6" bid - 3" EDGE / 6" FIELD I. NAILING REQUIREMENTS ARE BASED ON WALL 5HEATHINc6 NAILED b" ON CENTER AT THE PANEL EDGE. IF WALL 255/32" 8d3 - 3" EDGE / 6" FIELD SHEATHING IS NAILED 3" ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR AL.TERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED GYPSUM WALLBOARO 5d COOLERS 5d COOLERS 1" EDGE / 10" FIELD TO MAINTAIN THE LOAD PATH. PARTICLE BOARD P?ANELS 8d 8d SEE MANUFACTURER 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE I O O S H A T T-f.��11 I I I G PERMITTED TO BE REDUCED TO I - Ibd PER FOOT. 3. CORROSION RESISTANT II GAGE ROOFING NAILS AND 16, 6AGE STAPLES ARE PERMITTED;CHECK IBG FOR ADDITIONAL L_ - ll� REQUIREMENTS. �J N�STRUCTURAL PANEL`S: 4. ALL QUANTITIES ARE BASED ON lb" OG SPACING FOR RAFTERS, JOISTS AND STUDS. I" (OR LESS 8d IOd b" E06E / 12" FIELD 5. FOR ROOF 3HEATHIN6 WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF THE GREATER THAN I" IOd Ibd 6" EDGE / b" FIELD ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. SCALE = I/4"=1'-O" b. FOR WALL SHEATHING WITHIN 4 FEET OF THE GORNERS,'THE 4 FOOT EDGE ZONES ATTACHMENT REQUIREMENTS SHALL BE USED. I$ NO(:D TES SCALE = I//4"=1'-0" ____ CONSULTANT: SE L REVISIONS NE`�f /SUBMISSIONS DRAVAVING TITLE: }-� DATE: DESCRIPTION: ,JOfEPH FfCHETTI, P.E. J+�`JC`!-! � 12/22/10 FILIN f P_f GJET CHI1PUL , /10TU w,w �/PROFEff10/1AL E/1GI/1EER • �, il., �l �, ( & PLUMP-JOG RIPER DIAGRAM ,. . P.O. PDX 616 CAD FILE NAME: (631) 765-295471. xESS10 09-1547 j PROJECT TITLE: DATE: NSA PROJECT #: Nlemschick Silverman Architects P.C. _ — 1.✓E/1DELL REfIDE/10E 2/17/10 ". . .the business of ARCHITECTURE." 11 -- - --- - -- ----- - -- ------- ---- ----- --- _... - --- _ C -- SCALE: DRAWING NO.: 9 1547 7940 I/1DI�/1 /1ECK L�/1- PECO/11C, /1Y430 Green Way, Cutchogue, New York 11935 -- - — - - ----------- - - - CO- -- - - - - 3s - - - _ �f I10TED Phone : 631-734-7007 Fax : 631-734-7347 1 DISTRICT: SECTION: BLOCK: LOT: F DRAWN BY: A01 ._. h ttp://�_ n s-2 rclh.co m COPYRIGHT 2009 NEMSCHICK SILVERMAN ARCHITECTS P.C. # # # # TC I ; I � MAMIR BEDROOPM g Wo. � O U I I I rn 5 4 2> Z) I IIA-3 A-3 I C I N 1 FOR MILLWORK g 0TL5. 5EE ; L O L L -1 N A-3 55HEET A-3 TIE NEW 5TRUGTURE INTO EX/5TIN6, TYP. I ( o P SLOPE I NEW A66E55 DOOR Ilk INTO CRAWL 5PA6E ( BENCH 5EAT 51MP50M LqO 0 � I CONNECTORS, TYP. m 104 Qz I rn #5 FDN DOWELS, 8"D.G. VERT W MIN 4"EMBEDMENT EACH WAY(T)"P) „ EX/5TlNG (3)2X12 EX/STING 4-8 — 3-6 STRUCTURE 5TRUGTURE T RZ T 25 5 SRUCTURE PROPOSED 101 O PROPOSED STRUCTURE I 5TRUGTURE � I TILE STRUCTURE 2"GONG RAT SLAB OVER .6 MIL op A I POLY VAPOR BARRIER OVER 2 X/2 R/D6E F 2 X 1211 COMPACT GRAVEL BASE I ijT- I U3 2 2 X lD FJ 103 SLOPE A-2 N ( ® l6"O.G• N 2XeCJ O N 2X0RR 2 �0 I 4 N I 4 N W 4 m —� q ASTER I A-2 Q M f N 59 BATH I q" 4'-O" I N ( TILE �� p U 5/NK A 5IWK° N O o SLOPE 5L_OPE LINE OF ROOF . a - ABOVE, TYP — — — — — J w — (2)2X8 N O G H E F - N J COPPER GUTTERS d LINE OF WALL LEADER5 TO MATCH NEW 8"P.G. FDN WALL BELOW, TYP LEGEND: 4-8 //2 4--71/2 4-q' I 'EXI3TIN6, TYP. ON I6"X e"GONG FT& DEMO WALL 36"MIN. BELOW GRADE. 0 NEW WALL AI( ti lA-2 A-2 PARTIAL 5A5 Y Nfi PLAN PARTIAL 5T FLOOR PLANI EARTAL ROOF PLAN SCALE = I/4 -I-D SCALE = I/4 -I-O 5G(:D ALE = I/4 =I-O CONSULTANT: �© I REVISIONS/SUBMISSIONS: DRAWING TITLE: fit' CJ�Z.� DATE. DESCRIPTION: 2i2vlo FILIMG FLOOR PL�/y �OfEPH FfCFETTI, P.E. I. o' /"I. �, ;; ' .l PROf�/flO/AAL E/1GINEER r`( P.O. P-)OX 616 f OUTHOLD, /yY (651) 765-2954 Ess�o CAD FILE NAME: 09-1547 PROJECT TITLE: DATE: NSA PROJECT #: Nemschick Silverman Architects P.C. WENDELL R�J'IDE/10E 2/17/10 09-1547 ".. .the business of ARCHITECTURE." K LANE --- --- - -- — - - --- ------- ------- -Ei ------ - - --- --- - -------- --- - --- -- - ---- --- -- - - X------------------;7A — — -- - ---- - -- ---- -- ----- - ------ - - _ CALE. RAWING NO.. S D PECONIC /�Y 430 Green Way, Cutchogue, New York 11935 I i C — - - -- ------- -------------- -- -------- Phone : 631-734-7007 Fax : 631-734-7347 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: .._. h ttp://WWw. n s-arch. co m 0 COPYRIGHT 2009 NEMSCHICK SILVERMAN ARCHITECTS P.C. # # TC I! I I I I A5PHAL T 5H/NOLE ROOF OVER 30# A5PHAL T SHINGLE ROOF OVER 30# BUILDERS FELT OVER 5/6, G.DX. /LEERS FELT OVER 5/8" G.D.X. PLYWE. 5HEATH/N ON 2 x&ROOF 6 RAFTER5, TO MATCH EX/5TIIN6 ROOF RAFTER 5HEO MATCH EXISTING ROOF. UTHENE"I6E-6UAR0 FLAI5HIN6. 3N ®ALL ROOF EDGES, H/P5, VALLEB/TUTHENE"lGE-GUARD FLASHING. 'B/T ALLEYS d ROOF OPN6 E.'-O""MIN. MIN. ®ALL ROOF EDGES, HIPS, ALLYS 8 ROOF OPN6 E. CONGEALED COPPER FLA501NG CONCEALED COPPER FLASHING AT ROOF/ROOF INTER5EC,VON. T R0051ROOF INTERSECT/ON 'GOR-A-VENT"CONTINUOUS R/D6E 1/ENT; TYP. GO - -VENT"CONTINUOUS R/06E VENT, T rF COPPER 6UTTER5 $ LEADERS TO COPPER 6UTTER5 A LEADERS TO SPLASH BLOGK5 AT GRADE, TO MATCH SPLASH BLOCKS AT GRADE, TO MATCH EX/5T/NG. EXISTING. IV VENTED BEADBOARE WD_15VOFFJT5, PTO. TO MATCH EXISTING. VEENTING VENTED BEADBOARD WD SOFFITS, PANELS TO HAVE INSECT 5 6REEN5. A PAD. TO MATCH EXISTING. VENT/N6 PANELS TO NAVE INSECT SCREENS. WD FASCIA, PAINTED TO Lill ❑❑ ❑❑ �❑ WD FASCIA, PAINTED TO MATCH EX15TIN& DIP,LION MA TGH EX15 T/N6 TYP.,UDN. NEW INALL5(TYP) CEDAR SHINGLES ON TYVEiK 3LD6. WRAP ON NEW WALLS TYPJ CEDAR SHINGLES ON TYVEK BLD6.WRAP O 1/2"PLYWOOD ON 2 X 6 5TTUD5® 16"O.G.!N/ R-l9 FIBER6LA55 BA TT INSULATION(TYP.) 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EQ. 4" j j 3 5/4"MAHO6AN>' L/NE OF GAB/NETRY N ABOVE LINE OF CABINETRY LINE OF CCUNT_RTOP BELOW COUNTERTOP DETAIL 8" 5'-6" 8" 4'-3" w o � v 0 jjnl a� N- _ HEAVr TIMBER �p O O MANTEL Z Z 0 Q r m EX/5T. FIREPLACE TO REMAIN _+ N DRAINER BELOW BENCH SEAT SECTION THROUGH F/REPLAGE 5E6TION THRO/6H BENCH 5EAT 2'-I1 3/4" 7'-8 //2" l'-ll l/4„ 2,-5„ T, 16'-4„ /'-O //2" 4 5 CONSULTANT: SE �(IF ISC�� ✓y REVISIONS/SUBMISSIONS: DRAWING TITLE: � k�c �•S3 DATE: DESCRIPTION: I— 2/22/10 FIT �T INTERIOR LLEVATIO/)J INfi lO L A71ON5 JOJEPH FfCFETTI, P.E. PROMUIOML ENGINEER c H,II" �`, &JECTIONJ SCALE = I/2"=1'-0° P.O. PJOX 616 JOUTF OLD, NY ��o '`Q. 0525�� --- -- -- w (651) 765-2954 0�£SStp�aA�' CAD FILE NAME: 09-1547 PROJECT TITLE: DATE: NSA PROJECT #: I'�emschick Silverman architects P.C. WE/1DELLREJIDENCE "...the business of ARCHITECTURE." 2/17/10 09-1547 -- - - --- ---- - --- -E -- - ----__--- --- ---- - --- -------_._ - --- IAN NECK LA/yE----- ---- -- ---- ----- - -------- - --- — — - --- - - - -- - SCALE: DRAWING NO 79401/1D S P�.CONI Y .: 430 Green Way, Cutchogue, New York 11935 -------- --- -- -- -- - - - - --- - J NOTE CN I Phone : 631-734-7007 Fax : 631-734-7347 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: http://\nr v\Af. n s—a rchi .(--c:) 1 0 COPYRIGHT 2009 NEMSCHICK SILVERMAN ARCHITECTS P.C. it # it TIC �I i 51TE Ill ® 14AfiICN 7940 INDIAN NECK LANE 5ECT/ON. 86 PEGON/G, W ll q35 BLOCK: 7 RE51DENTIAL ZONE- R-50 LOT.- 7.2 Cad 1 o '10 DESCRIPTION REQUIREMENT EXISTING/ PROPOSED v� d MINIMUM LOT 5/ZE. 00,000 5F 75,373 5F `'ago MINIMUM LOT NIDTH 175' I61.10' - MINIMUM LOT DEPTH 250' 406.35' MINIMUM FRONT YARD 60, 339 7' \ �� MINIMUM 51DE YARD 20' 28.q' MINIMUM BOTH 51DE YARD5 45' 67.q' \ MINIMUM REAR YARD 75' 100.6' MINIMUM LIVABLE FLOOR AREA 850' 2203 5F MAXIMUM LOT COVERAGE 20% 55O MAXIMUM BUILDIN5 HEIGHT 35' EXISTING - NO CHANGE / MAXIMUM NUMBER OF 5TORIE5 212 2 \ 0. ^h fJ rr Q ------ - .\ : I 0 r , OBI S � l I It C) --- - OjAO V7 S o ..� All, o O o A -0 Q 00 • 2" �j\ f7" ` ri � � i r� ---- ----------- FLOT PLAN / ------- t - QJ / SEAL: VISIONS/SUBMISSIONS: DRAWING TITLE: 'DATE: DESC RMOR / 6 / PLOT PLAY / e'er y�� Y CAD FILE NAME: 10-1547 I PROJECT TITLE DATE: NSA PROJECT #: Nemschick Silverman Architects P.C. r WFJ`IDELL R�J'IDE/`iC�. 3/10/10 10-1547 "...the business of ARCHITECTURE." 7940 I/lDlA/'l lir-CK LA/lf SCALE: DRAWING NO.: — I� PECONIC,NY ._. I 430 Green Way, Cutchogue, New York 1-1935 I Pool —� - A/'/IOTLD Phone : 631-734-7007 Fax : 631-734-7347 DISTRICT: SECTION: BLOCK LOT: DRAWN BY: http://www-ns-arch-com µ µ a COPYRIGHT 2009 NEMSCMCK OVER MAN ARCHTECTS P.C. I it 4 # 7J• T 1 I II I I i