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HomeMy WebLinkAbout36661-Z r� 7/19/2012 ��q�gUFfOt,� P.O.Box 1179 old Annex ' 54375 Main Road oy Southold,New York 11971 a CERTIFICATE OF OCCUPANCY No: 35826 Date: 7/19/2012 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1570 Ole Jule Lane, MattituCK SCTM#: 473889 Sec/Block/Lot: 122.-4-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 8/10/2011 pursuant to which Building Permit No. 36661 dated 8/26/2011 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: alterations and additions, includiniz first and second floor decks, solar panels, recreation room with bathroom in basement, to an existing one family dwelling as applied for. The certificate is issued to Gordon Seaman Jr. &June Seaman (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 36661 6/8/12 PLUMBERS CERTIFICATION DATED 6/29/12 0 Joseph Rudden At/riled Si ature TOWN OF SOUTHOLD gUFFO(,�c BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • SOUTHOLD, NY � pl V BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 36661 Date: 8/26/2011 Permission is hereby granted to: Gordon Seaman Jr. & June Seaman 29 Old Dock Road Yaphank, NY 11980 To: Demolition, Additions &Alterations to a Single Family Dwelling; Recreation Room, Window Replacement, Den, Foyer, 4 Bedrooms, 2 Baths, Dormers, Fireplace Hearth, as applied for. At premises located at: 1570 Ole Jule Lane, Mattituck, NY SCTM # 473889 Sec/Block/Lot# 122.4-3 Pursuant to application dated 8/10/2011 and approved by the Building Inspector. To expire on 2/24/2013. Fees: CO -ADDITION TO DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,974.80 Total: $2,024.80 Building Inspector L Form No.6 TOWN OF SOUTHOLD: BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter.or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings;property lines,streets, and unusual natural or 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 2l10 of 1%dead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6: Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)'non-conforming uses,or buildings.and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building.andunusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.0%. Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00, 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. New Construction: ' Old or Pre-existing Building: ' (check one) Location of Property: 1 5 70 0 L _TU House No. Street Hamlet Owner or Owners of Property: FAM At,) �ftU N e Suffolk County Tax Map No 1000, Section 22 Block Dq- Lot O 5 Subdivision N Filed Map. Lot:. Permit NQ. J(m66? r .Date of Permit. '��_ //� Applicant: Health Dept.Approval: Underwriters Approval:. Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ •�/ #pplicant Signat re Form No.6 TOWN OF SOUTHOLD. BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: AX For ire,.v 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 2110 of 1% lead. 5. Commercial building,industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance'from architect or:engineer responsible for the building, .6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing" land uses: I. Accurate survey of property showing all property lines,streets,building..and unusual natural or topographic features: 2. A properly completed application and consent to inspect signed-by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees - 1. -Certificaie of Occupancy- New dwelling$50.00.,Additions to dwelling$50.00, Alterations to dwelling.$50.00, Swimming pool$50.00, Accessory building$50.00, Additions to accessory.building$50.00,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. daz� 12 New Construction: V/ Old or Pre-existing Building:' (check one) Location of Property: 6 -D o (_.G S0\G U 4JE House No. Street Hamlet Owner or Owners of Property: T�Np 't'�b�j sPo"Mo'6'j Suffolk County Tax Map No'1000, Section D3�1 Block Lot Subdivision Filed Map. Lot: c Permit No. Date of Permit. Z Applicant: �b r�C\�j Health Dept.,Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: I tce e) Fee Submitted: $ 4 (,, ram, � ��'f 3� �`-� l Applicant Signature OF SObryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �Q roger.riche rt a�town.southoId.ny.us Southold,NY 11971-0959 I-Outm,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Gordon Seaman Address: 1570 Ole Jule Lane City: Mattituck St: NY Zip: 11952 Building Permit* 36661 Section: 122 Block: 4 Lot: 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Gordon L Seaman Inc License No: 4155-e SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 85 Ceiling Fixtures 12 HID Fixtures Service 3 ph Hot Water GFCI Recpt 11 Wall Fixtures 16 Smoke Detectors . Main Panel A/C Condenser Single Recpt Recessed Fixtures 47 CO Detectors Sub Panel A/C Blower Range Recpt 40a Fluorescent Fixture 13 Pumps Transformer AHppliances dw Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 36 Twist Lock HExit Fixtures TVSS El Other Equipment: 1-hydromassage tub, 3-paddle fans Notes: Inspector Signature: r-. „ Date: June 8 2012 81-Cert Electrical Compliance Form.xls &,0 SO(/T�o Town Ball Annex l Telephone(631)-765-1802 54375 Main Road Fax(65 502 VQ P.O.Box 1179 Southold,New York 1 197 1-0959 COMM BUILDING DEPARTMENT J U L _ TOWN OF SOUTHOLD p . .CERTIFICATION Date: (o - 2 ct— I Z Building Permit No. 3 6 G& 1 a ii Owner: 1,Or a � l- �v Utz SeAM4.V\ (Please print Plumber: L . (Please.print) I certify that the solder used in the water.supply system contains less.than 2/10 of 1%0. lead. (Plumbers Sigtiature) Sworn to before me this day of _:TLVl P, 201 JoAnn Novell! i / Notary Public Notary Public, w4�6"I /(e�-County State of New York No. 01N04827832 Qualified in Suffolk County CoMmission Expires 12/31/J3 pF SOpT�o� TOWN.OF .SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 9 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL.(FINAL) REMARKS: DATE INSPECTOR r OF SO�TyO�o 9 y TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST OUCH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: , DATE 1/3 1 INSPECTOR OF SO(/T�OIo cOOHi'1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR' TOWN OF SOUTHOLD BUILDING. DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] "ONDATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: c DATE �' I v INSPECTOR �`� OF SO(/r�o� cnuhm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST P, <ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: gq A'�- ' DATE INSPECTOR ' OF SO(/r�o`o courm,ti TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIR FETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ IRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: e` � (� c � DATE INSPECTOR 4 Am • i� TOWN OF SOUTHOLD BUILDING DEPT.- 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ �NSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE - j� INSPECTOR 111L"-1 (40 / �pf S0(/r - - - -- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSU TIDN [ ] FRAMING/STRAPPING [ ° INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRIC ROUGH) [ ] ELECTRICAL (FINAL) REMARKS. ' Ct IL s CAJ DATE INSPECTOR pF SO�jyo�o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - I FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) s[ LECTRICAL (FINAL) REMARKS: DATE INSPECTORj �aOF SOpI�� co TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' . [ ] FOUNDATION 1 ST [ ] ROUGH-PLBG. [ ] FOUNDATION 2ND [ ] waULA3, 4W [ ] FRAMING/STRAPPING [ FINA [ ] FIREPLACE & CHIMNEY [ ] FIRE SA INSPECTION [- ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Go r DATE INSPECTOR° . I. ► I o � • � • 1 1 r PLUAMING LAO INSULATION PER N.Y. STATE ENERGY CODE IWR WA i!i -1�1Z l i [/®1� - AO ADDITI&MCOMWiENTSOR IVM ;r I / I / , , In a • a I I • E'✓�iI /. f� t 'N-DF'SO`frTHOLD BUILDING PERMIT APPLICATION CHECKLIST DING DEPARTMENT Do you have or need the following,before applying? GOWN HALL Board of Health !/SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. �— �2 I I Trustees Examined / 20 Contact: Approved a- ,20 Mail to: a/c r� Phone: Expiration a' ,20_a Building Inspector V D LICATION FOR BUILDING PERMIT AUG 1 0 2011 Date at 520 INSTRUCTIONS a.This a BLQG.OEPT. rf be tely filled in by typewriter or in ink and submitted to the Building Inspector.with 3 PObPeOb'I sets of e p of 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 iss nce f a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New Yor other ap ble Laws,Ordinances or Regulations,for the construction of buildings, additions,or alterations or for emo al or de litio as herein described. The applicant agrees to comply with all applicable laws,ordinances,building co e,ho 'ng d , nd r gu tions,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) 2 o u.D 1.©e_@_ F V `SAP VAA.T,-W N1 Q*.r: .0 p (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder dVII E Name of owner of premises G o R VO (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. 2 3$5 1 —H Plumbers License No. +5 21a`i7 M F Electricians License No. 4-1� Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section t l:� Block Lot Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy o 14 E r;? M t; l L_`� E G a z—'a�-.t<' b. Intended use and occupancy 0 r'!IF 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 2 620 00 C2 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 Nk A 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. IQ A !, ° 7 F! 7. Dimensions of existing structures, if any: Front 55 1 Rear 5 e - 1 Depth -6 2 Height 30'-90`` f2kgR,Number of Stories 3 Dimensions of same structure with alterations or additions: Front Rear a� l Depth 32 2" Height -b �' Number of Stories 3 8. Dimensions of entire new construction: Front 5 `� - 1 Rear �p �! Depth Height 3 I Number of Stories ?a 9. Size of lot: Front ISO F7-r Rear 115 o F°r' Depth 'I® , 1 4' 10. Date of Purchase r4o'4. ►2 11001 Name of Former Owner s G a " zo d's t t.0 t. 't 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 1"NO Will excess fill be removed from premises?YES NO 4- 6q0TZ-00 NJ L -S9A,MAQ-JQ 29 01-4200 .&4 14. Names of Owner of premises Wopi 5 SeA MA Address`k,o .Y4Py,a av- -,4 y Phone No.G 3150-,5,voo Name of Architect >36S AP,61 t !rE 6't'S Address pA; �' '>t. .G.eat' Phone No 31 4. s'a-6 g>13 g 10 5 Name of Contractor FT `{�°'�� `'�'��`���"�"���Address s�Yv,LTL', Phone No. G 3! S 91 4 513 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES 6 "NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS WY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES yam' 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 ��o/ being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the y` C A� (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 bef re me this Z6day of IVy 7 20_�_ Notary Public re of Applicant ANDREW K.OKULA NOTARY PUBLIC,State of New York No.4984513 Suffolk County Term Expires July 22,20 r3 A _ rl ' k+ BOARD`OF SOUTHOLD TOWN TRUSTEES 01,�• SOUTHOLD'NEW YOI ; _ PERMIT:NO .7483 DATE FEBRIJARY:16 2011 1 ISSUED fTO GORDON.&JUNE PROPERTY'ADDRESS 1570 OLE JULE LANE,MATTITUCK { ,f S,CTM4122 4:3. 3 +D`u AUTHORIZATION //•�,, L `� _ram ; ` (" 1 .; . •, 5, ; .-" � :. 1 n Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of ti s� Southold and rn,accordance with the Resolution of the Board of Trustees adopted at tlie'meeting held on. . February_1'6 2011 in consideration of application fee is the sum of$250.00 paid by Gordon&''June Seaman and ' subj& to the Terms and Conditions as-stated n the Resolution;the Southold Town Board of Trustees,authorizes and!'perrnits�the�following: :: `' F n = etland Permit to.remove existing second story addition and`consz t� ruct a W 1 reconfigured'second=story within the--existing first=floor footprint and to:construct a new 1i concrete.patio set on.'grade,with the condition gutters,leaders and:'dryweus are installed .,t l 1,1p�• E in'accordance with Chapter 236rStormwater Management of the Town Code, and as de' pxcted'on the site plan prepared byRoger`'P Smith,R-A dated JaOn Ty 26,2011 and mped'approved.on February 16;20:11. sta \� IN WITNESS WHEREOF,the said Board of Trustees,hereby causes its Corporate Seal to be.affixed y and these presents.to be'subscnbed by a majority of the,said Board as:of this date 1 : , FQ <' w ♦ 1 ( rJ James F.King,President ��OF soUTif� Town Hall Annex Bob Ghosio,Jr.,Vice-President �O l0 54375 Main Road P.O.Box 1179 Dave Bergen Southold,New York 11971-0959 John Bredemeyer G Telephone(631)765-1892 Michael J.Domino `�•CO() Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD March 21, 2012 Mr. Robert Herrmann En-Consultants 1319 North Sea Rd. .Southampton, NY 11968 RE: GORDON & JUNE SEAMAN, JR. 1570 OLE JULE LANE, MATTITUCK SCTM#122-4-3 Dear Mr. Herrmann: The following action was taken by the Southold'Town Board of Trustees at their Regular Meeting held on Wed., March 21, 2012: RESOLVED, that the Southold Town Board of Trustees APPROVES the Amendment to Wetland Permit#7483 to authorize a 4'X 10' addit�o an e`—xistin secon - ory deck to be removed and replaced i k nined d i/i/nplace and to remove and replace inkind/inplace existina first-storyy dP�k;,and as depicted on the site plan prepared by Nathan Taft Corwin III, L.S. last revised March 19, 2012 and stamped approved on March 21, 2012. This is not a determination from any other agency. Sincerely James . King, Preside Board of Trustees JFK:Ims James F.King,President sn�jy Town Hall Annex Bob Ghosio,Jr.,Vice-President ,`O ��� 54375 Main Road P.O.Box 1179 Dave Bergen Southold,New York 11971-0959 John Bredemeyer v' � G pQ. Telephone(631)765-1892 Michael.J.Domino 'p Fax(631) 765-6641 �ycou�m,��' BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #0771 C Date: July 16, 2012 THIS CERTIFIES that the removal of existing second-story and construct new second- story addition within existing footprint, replace second-story and first-story decks, new concrete patio on grade, and gutters to leaders to drywells installed on the dwelling. At 1570 Ole Jule Lane, Mattituck,New York Suffolk County Tax Map# 122-4-3 Conforms to the application for.a Trustees Permit heretofore filed in this office Dated January 26, 2011 pursuant to which Trustees Wetland Permit#7483 Dated February 16, 2011 was issued and Amended on March 21, 2012 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 removal of existing second-story and construct new second-story addition within existing footprint,replace second-story and first-story decks, new concrete patio on grade, and gutters to leaders to drywells installed on the dwelling. The certificate is issued to GORDON &JUNE SEAMAN, JR. owner of the aforesaid property. Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-02868 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: JUNE SEAMAN SEAMAN PROPERTY 29 OLD DOCK RD 1570 OLE JULE LNISCTM# 1000-122-4-3 YAPHANK,NY 11980 MATTITUCK,NY 11952 GORDON SEAMAN,JR 29 OLD DOCK RD YAPHANK,NY 11980 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Mattituck Facility Principal Reference Point: NYTM-E: 707.8 NYTM-N: 4540.2 Latitude: 40'59'11.5" Longitude: 7291'47.2" Project Location: 1570 Ole Jule Lane-Watercourse: James Creek Authorized Activity: Remove the second floor and roof of an existing single family dwelling and construct an expanded second floor and roof.Reconstruct, in-place,the existing first floor deck on the west and north sides of the house. Reconstruct, in-place with a 4'x 10' extension on the north end the existin secon floor deck on the wet side o t us . he exan e p second story and both decks will be located within the footprint of the existing structures Construct a 10'x 10' concrete pad and trellis to attach to the north Est corner of the house The work shall be as shown on the August 30, 2000 survey by Nathan Taft Corwin III, L.S. last revised March 19, 2012 and stamped "NYSDEC Approved Modification 4/4/12". Permit Authorizations Tidal Wetlands-Under Article 25 Permit ID 1-4738-02868/00007 New Permit Effective Date: 7/9/2011 Expiration Date: 7/8/2016 Modification# 1 Effective Date: 4/4/2012 Expiration Date: 7/8/2016 Page 1 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-02868 NYSDEC Approval By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator:GEORGE W HAMMARTH, Deputy Regional Permit Administrator Address: NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK,NY I 1 90-3409 Authorized Signature: "� Date Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 2. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 3. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or,protected buffer areas. 4. Area of Disturbance for Structures Disturbance to the natural vegetation or topography greater than 25 feet seaward of the approved structure is prohibited. 5. Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area as per the NYSDEC-approved plan,prior to commencement of any regulated activities and remain in place and in good, functional condition until the project is completed and all disturbed areas are stabilized with vegetation. Page 2 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-02868 6. No Changes to Septic System This permit does not authorize any alteration, expansion or replacement of existing septic systems. 7. Runoff Directed to Upland Drywells Roof runoff shall be directed to drywells a minimum of 75 linear feet landward of the tidal wetland boundary for immediate on-site recharge. 8. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation(grasses, etc.)immediately following project completion or prior to permit expiration, whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season, then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 9. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. 10. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 11. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Nathan Taft Corwin III, L.S. dated August 30, 2000, last revised March 19, 2012 and stamped "NYSDEC Approved Modification 4/4/12". 12. Concrete Leachate During construction,no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State, nor shall washings from ready-mixed concrete trucks,mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 13. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings,paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 14. State May Order Removal or Alteration of Work If future operations by the State of New York require.an alteration in the position of the structure or work herein authorized, or if,in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit,the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed,the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require,remove all or any portion of the.uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. Page 3 of 6 As NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-02868 15. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the.structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes,and no claim or right to compensation shall accrue from any such damage. 16. State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed,the applicant shall,without expense to the State, and to.such extent and in such time and manner as the Department of Environmental Conservation may lawfully require,remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility,including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions,must be available for inspection by the Department at all times at the,project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal,modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal,modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK,NY11790-3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. Page 4 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-02868 5. Permit Modifications,Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Pern-d tee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals,lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Page 5 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-02868 Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Page 6 of 6 Town of S °outh�ol�d: N Erosion, Sedimentation & Sto w g rrn-]Water Run-off ASSESSMENT FORM i � PROPERTY LOCATION: S.C.T.M.#: 1 THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A Oj O®o I Z? o p3 STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN $ecaon BToe cT' "C-'- CERTIFIED BY A DESIGN PROFESSI AL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONST UCUON Y"M# / WORKASSESSMENT Yes No a. What is the Total Area of the Project Parcels? (include Total Area of an Parcels located within Will this Project Retain All SWrin-Water Run-Off the Scope of Work for Proposed Construction) 315DD,� ©-72., Generated by a Two(27)Inch Rainfall on Site? b. What is the Total Area of Land Cleating ( /Acres) (This.ftem will include all ft!"Itreated by site — Elconstruction at�vilyt clearing and/or construction activities as well as all and/or Ground Dfshiibartce for the proposed O Site improvements:and the permanent creation of - (sF/Acres) impervlous surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed PROVIDE BRIEF PROJECT'DFSCRIP')TON 1pmwd.nraxs89 Pa9ea as Needed) • Drainage Structures Indicating Size&Location?This ` Item-shall Include all Proposed Grade.Changes and ED - E Tp E C P F-12 M IT- Slopes Controlling Surface Water Flow. !3 Does the Site Plan and/or Survey describe the erosion �! A *C'N- Z> and sediment control practices that will be used to control site erosion and storm water discharges. This item must be maintained throughout the Entire Construction Period. 4 Will.thl; Project Require any Land Filling,Grading or � Excavation.where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Material Within-any Parcel? El 5 Will this Application Require tend Disturbing Activities / Encompassing an Area in Excess of Five Thousand El (5,000 S.F.)Square Feet of Ground Surface? 6 is there a Natural Water Course Running through the Site? is this Project within the Trustees jurisdiction General DEC SWPPP Requirements: or within One Hundred(100')feet of a Welland or- Submission of a SWPPP is required for all Construction activities involving sod Beach? disturbances of one(1)or more acres; including disturbances of less than one acre that are part of a larger common plan that will ultimately disturb one or more acres of land; 7 Will there be Site preparation on Existing Grade Slopes including Construction activities involving soil disturbances of less than one(1)acre where which Exceed Fifteen(15)feet of Vertical Rise to the DEC has deternflned that a SPDES permit is required for storm water discharges. One Hundred(100')of Horizontal Distance? . (SWPFP's Shall meet the Minimum Requirements of the SPDES General Permit 8 Will'Doveways,Parking Areas or other Impervious E] i for Storm Water Discharges from Construction activity-Permit No.G12-0-101001.) Surfaces be Sloped to Direct Storm-Water Run Off 1.The SWPPP shag be prepared prior to the submittal of the NOT.The i4ol shag be into and/or in the direction of a Town right-of-way? E — submitted to the Departmentpffor to the commeneementof construction activity. 2.The SWPPP shag describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of'Materfal, required,.post-constmdton store water management practices that will be used and/or Removal of Vegetation.and/or the Construction of any V i constructed to reduce the Pollutants In storm"ester discharges and to assure compliance with the terms and conditions of this pernit.In edditfon,the SWPPP:shaO Item Within the Town Right-of-Way or Road Shoulder E] Identily.poiential sources of pollution Which-may reasonably be expeded to affect the Area?ghb hers wmtHcrr leclude ft bnbllation cr odveway ppmm.) gkrarrty of store water disdtarges. .. NOTE: If Any Answer to Questtons.On'e through Nine is Answered with a Check Mark 3-AN SWPPPS that require the post-construdton storm water management practice in a Box and the construction site disturbance Is between 4000•SF.d,1 Acre in ama, component shag be prepared by a qualified Design Professional Licensed in New York a Storm-Water.Grading,Drainage&Erosion control Plan is Required by the Town of i that Is knowledgeable in the principles and practices of Stone Water Management $okrfhold and Must be Submitted for Review Prior to issuance o(Any Building Permit (NOTE A Check Mark(J)and/or Arawer foreach Guesom b Required fora impel qpp dam) I STATE OF NEW PORK, COLTIV'1'Y OF...�1�ss 11at I,... .L.'�.�'..!�..L..:..S: :L?:1:Q�?r.. ................... r ! tName ct 9aviduai signing Doka,mer,t) being duly sworn,deposes and says that he/she is the applicant for Permit' And thj:h�lhe is the ...........� Iti!f 1.e- ............................. ................... (o+urier:Conirectar Afield:Coipoiaie Olfioer et¢ I Owner and/or representative of the 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 a es f his knowledge and belief;and i that the work will be performed in the manner set forth in the application f her Swom to before me this- ....................... --f I•--------day of.-- .....5..�...-..... 201! Notary Public ROTHY FORtl 1VOTA'IZY'PUBI'i�-STATE CS W W .0 .... nature......................................... Signature of Applicant) FORM - 06/1 O Qualified in Suffolk Count MY COmmisoIon Expires 01-19-12; 13:45 5678273 # 1/ 2 �.oS*.OF SO(/T�, �o Town Hall Annex J ( Telephonc(631)765.1802 54375 Main Road H (681)71 AM P.O.Box 1179 ` ggr.richertd_GWn.sou. nLUs Southold,NY 11971.0959 BUILDING DEPARTMMT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: `�-e Ve 03;Qnc, I oy I Date: Company Name: T� / P Y L C r . Name: License No.: - Address: l , oc L Q Phone No.: JOBSITE INFORMATION: ( `Indicates required information)- "Name: N nrri *Address: 1U(L+�c6j ck *Cross Street: kL (A-) A_.1-CEDHj *Phone No.: LQ `-"-7-7LL L( >>?-)?p Permit No.: Tax Map District: 1000 Section: [ -- Block: �j�-� Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) �A floor (Please Circle Alt That Apply). l(j *Is job ready for inspection: YES NO (:Rough _)/ Final *Do you need a Temp Certificate: YES / NO � Temp Information-(If needed) *Service Size: 1 Phase 3Phase 100 1'50. 200 300 350 400 w[i NW1 *New Service: Re-connect Underground Number of Meters Change of ervi id ° °°,1a Additional Information: PAYMENT DUE WITH APPLIC N ejoZ 9 C,�3Q0 I UIJ 0 82-Request for Inspection Form BURTON, BEHRENDT, SMITH, P.C. LETTER OF TRANSMITTAL 244 EAST MAIN ST. PATCHOGUE, NEW YORK 11772 TEL (631) 475-0349 • FAX (631) 475-0361 TO: Town of Southold Building Department DATE: 8-8-11 Town Hall Annex Building JOB NO.09-384 54375 Route 25 RE:Seaman Residence P.O. Box 1179 1570 Ole Jule La. Southold NY 11971 Mattituck NY Attn. Pat Building Permit WE ARE SENDING YOU ®ATTACHED ❑UNDER SEPARATE COVER VIA THE FOLLOWING ITEMS: ❑SHOP DRAWINGS❑PRINTS❑ PLANS ❑SAMPLES ❑SPECIFICATIONS ❑COPY OF LETTER [-]CHANGE ORDER ❑CONTRACT ❑ COPIES ",� - DATE :-NO. DESCRIPTION :::'STATUS. 4 8-8-11 Dwelling Renovation Plans 1 1-25-11 Building permit application 1 7-8-11 NYSDEC Permit 1 8-3-11 Check for permit fee$1,774.93 (check No. 5211) 4 8-8-11 Rescheck Compliance Certificate 4 7-29-11 Structural certification for solar panel installation THESE ARE BEING TRANSMITTED AS CHECKED BELOW: ❑ FOR APPROVAL. ❑APPROVED AS SUBMITTED. ❑RESUBMIT_COPIES FOR APPROVAL ❑FOR YOUR USE. ❑APPROVED AS NOTED. ❑SUBMIT_COPIES FOR DISTRIBUTION ❑AS REQUESTED. ❑RETURNED FOR CORRECTIONS. ❑RETURN_CORRECTED PRINTS ® FOR REVIEW.AND COMMENT. ❑ ❑FOR BIDS DUE ❑PRINTS RETURNED AFTER LOAN TO US REMARKS: James Illig A.I.A. (with enclosures) cc: ❑ Signed: A FORD ELECTRIC INC 29 Old Dock Road,Yaphank, New York 11980-9702•Tel:631-567-8000•Fax:631-567-8273 Letter of Transmittal Job: 92-12-GOR02 GORDON L. SEAMAN INC. Transmittal#: 2 Date: 02/03/12 To: TOWN OF SOUTHOLD Send To: 54375 ROUTE 25 PO BOX 1179 SOUTHOLD, NY 11971 Fax: (631)765-9502 Subject: INSPECTION CHECK-BUILDING DEPARTMENT WE ARE SENDING YOU r Attached 17 Under separate cover via None the following items: r Shop drawings I-- Prints G Plans ❑ Samples r Copy of letter r Change order G Specifications CHECK Document Type Copies Date No. Description Other 1 2/3/12 ELECTRICAL INSPECTION CHECK THESE ARE TRANSMITTED as checked below: I—i For approval ❑ Approved as submitted r Resubmit_copies for approval r For your use r Approved as noted r Submit_copies for distribution r As requested IJ Returned for corrections 17 Return_corrected prints r For review and comment n Other 17-11 FOR BIDS DUE r PRINTS RETURNED AFTER LOAN TO US Remarks: ENCLOSED PLEASE FIND THE CHECK FOR THE ELECTRICAL INSPECTION AT 1570 OLE JULE LANE MATTUTICK, NY. IF YOU HAVE ANY QUESTIONS PLEASE DO NOT HESISTATE TO CONTACT ME Copy To: From: Jenn Kafarski(Gordon L.Seaman) Send all correspondence to: x0F sorryolo Town Hall Annex Telephone(631)765.1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 ;A BUILDING DEPARTMENT TOWN OF SOUTHOLD June 28, 2012 Gordon & June Seaman 29 Old Dock Rd Yaphank, NY 11980<� Re: 1570 Ole Jule Lane, Mattituck TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate.. (contact your electrician) A fee of$50.00. Final Health Department Approval. fTrmbers Solder Certificate. (All permits involving plumbing after 4/1/84) steeS Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT: 36661 —Addition/Alterations 0- - BUILDING PERMIT EXAMINER CHECKLIST Date Submitted: $^ 'I Date Reviewed: Applicant: Owner: G Architect/Emgi : Estimated Cost. ,-�L6e SCTM# 1000 - 3 Subdivision: Zone: K- Conforming? �� '7® Property Address: _ �"� City: A y Pre COs? Building Permits (Open ✓VO/V!�_'_, : BF — .Z/GO Z- — ,Info: BP -Z/C/O Z- ,Info: BP -Z/C/o Z- , Info: BP -Z/C/o Z- ,Info: BP -Z/C/o Z- Info: Single& Separate Search Required? Y oe Determination: ' SToRM. /� R:_ R+-tN-,o,F.F. REQ. Lot Size: ACT. Lot Size: • �� ; 3�, S019-4H REQ. Lot Cov. ACT: Lot Cov. REQ. Front ACT. Front REQ Side ACT. Side REQ. Rear PROP. ear RE e'gh T. Height R E 6t, I3mTH 51 DES ACT - Project Description: , `� -� pp Waterfront. Y or N? > f'`- `� ° r7C I /I If yes, water body: Panel# Flood Zone: B:ulkhea /-Bi Distanc o• ,4 ADDITIONAL APPROVALS REQUIRED" SIGNED, 5e7,41_ED ! SURVEY M SWE P-LA_ N ✓� Suffolk County Health: Y oN- If yes, *Bed#: ate: _/_/_ *Permit#': Town Septic: Y� - If no, ce required: Y or N Received: Y or N By: NYS DEC: PRE-DEC 9/1/7 Y or N - Date: %/9/ 11 Permit#:�-'{�3S-oaS6�00007 Notes:�1 Southold Trustees: Y9or N- Date: -;-A/ 11 Permit#: t 7 -3 Notes Southold ZBA: Y o 1d- Date: / 1 Permit#: -Notes: Southold Planning: Y orG- Date: _/ /_ Permit#: -Notes: Town Landmark C of A: Y o TE:(S/1B(L / / *NYS CODE Compliance (page 2): Y or N ` CoN�AcroR 11c�NSt ITy LI/4Bi�.IT VIORkMS/V5 6-,TPQ`,'VS4T10,61 Notes: ell -�---� Fee Structure: Calculation: i ­,- t) . � Foundation: - 0 SF 3 9 37 X $ =$ 0 First Floor: 1 7 SF + Initial Fee: $ O O. 00 Second Floor: 1 l 9 3 SF + Additional Fee ( : $ Other: SF SF X $ , =$ Total: 3 93 7 SF �� P ��-S + Initial Fee: $ 9, 00 00 + Additional Fee $ C 01= o FEE SO 00 Q *7 AS BUILT FEE TOTAL: $A 80 NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC'DESIGN-CRITERIA: Ground Snow Load:20 Wind Speed: IZOMPH Selsmic Design Category:-B Weathering: Severe -Frost Depth: 36" Termite: M-H' Decay: S-M Design Temp: 11 Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGfIT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS:YIN HEADERS: Y/N WALL STUDS: Y/N GIRDERS: YIN CEILING JOISTS: Y/N FLOOR JOISTS:Y/N ROOF RATTERS: Y/N LUMBER SPECIES AND GRADE: YIN WINDOW AND DOOR SCHEDULE: y MISSLE TEST RE UIREMENT /N � / EGRESS 5.7 F.: IN LIGHT TENT 4%: ICI A/45,7 NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: YIN v `-/q 0 v � PLUMBING RISER DIAGRAMON LOCATION OF DIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: YIN CERTIFICATION: YIN ENERGY CALCS ON (RES CREC K) TOTAL:COMP LIEN CE? Y/N (RETURN TO PAGE ONE) Thomas D. Reilly P.E. Consulting Engineer "For every house is built by someone,but the builder of all things is God" Hebrews 3:4 4 Bezel Lane Smithtown,N.Y.11787 Tel:(631)724-7888 Fax:(631)724-5740 July 29, 2011 Town of Southold PO Box 1179 Southold, NY 11971 Attention: Pat Re: Solar Panel installation for Seaman Residence 1570 Ole Jule Lane Mattituck, NY 11952 To Whom It May Concern: Please be advised that we have examined and analyzed the framing at the above-named location and have determined that it is adequate to support all anticipated super-imposed loads from`the proposed solar panel installation without overstress in accordance with the requirements of the Residential Code of New York State. Additional Design Criteria and Information: 1. Roof Live Load = 20psf 2. Snow Load = 20psf r 3. Wind Load (120mph) = 26psf 4. Wind Uplift = 16psf 5. The mounting brackets meet or exceed NYS Code requirements for the above design criteria. 6. The actual in field attachment to the roof will meet or exceed Residential Code of New York State Requirements. If you have any questions regarding this matter, do not hesitate to contact my office. Very truly yours, of rN`7 1 Q D. Thomas D. Reilly, P.E. �i �o, 0435°es���to� cc:/file RoFESSIo Seamen-Ole Jule Lane SOLAR_? 29 2011.doc TDR:jd k f r A M E R I C A N PRELIMINARY PROPOSAL .SOLAR PARTNERS Solar Power System Proposed For: Skip Seaman June 9,2011 1570 Ole Jule Lane Installer: Seaman Electric Mattituck, NY 11952 Prepared by:Samara Levine System Components SIZE(kW) 8.16 #of Solar Modules(Sharp) 34 Type of Module 240 Racking DPW Inverter PV15000 and PVI3000 Warranty for Inverter(s) 10 Years Warranty for Modules 25 Years Utility Savings Current cost of Electricity per kWh $0.21 Expected annual output of solar system (kWh) 7,497 Current annuage usage(kWh) 11,680 %of Current usage met by solar power system 64% Savings(Yr 1) $1,574 Savings over lifetime of system(26 yrs) $76,140 Environmental Benefits Trees Planted Acres 2.94 Cars Taken Off Road 2.09 Annual NOX Emissions Avoided (Ibs) 6.69 Annual CO2 Emissions Avoided Ibs) 20955 System Cost:Rebates,Tax Credits& Payback Total System Cost -$25,900 Rebate $14,280 Cost After Rebate -$11,620 Federal Tax Credit $3,486 " State Tax Credit $2,034 Final Cost(After Rebate&Tax Credits) -$6,101 Years to break even 3.63 -Savings after break even $69,040 THIS IS A DRAFT PROPOSAL BASED ON A PREMINARY SITE ASSESSMENT Total System Cost includes all equipment listed-Sharp Modules, Inverter&Racking Estimate does not include any labor or B05 costs Does not include any unforeseeable costs for structural reinforcement Output and savings are estitnated based on site-specific Infonmation provided to ASP. Please contact American Solar Partners with questions: Phone:1914 713 33661 Fax: 1 866 234 36311 Ematl:Info@AmericanSolarPartners.com Skip Seaman Roof vvsvit faces 262 degrees off of true North 7/12 Pitch 34 Sharp 244Vd modules-3.2 k1VV e5' .,�`�'`•x•�'�,'`""'�,�, - -a..,-.,fr�3Y L......,sl.- ,.�9b" �(•S," .-i'i;•r. .,r .��.�.' .tu,�.l�,.r�Ir L""'i.. F+r o'L:A+.s r""..r,^�. "i.SF x :.. »..°ic>*--n•r+•^:.-.�� 1 _F r„`�1',.a--i.,.:,r=--'R",'+"'J ... ".�C"t'i�lTM""�.i i""i�rf _ ..•'. '.avNw..+"",,,.�., ilrL. '�Y4�w.'w•,! r.--.+.'.••`i—ye.•.+, d, S . `ram 'Wv�W ^ '�1�•�.'Y'IiP.•urrM'.I ��t u�ywt�i +�i4 � 1� � �. r Gi�.+yW�rwlat....'i T_. �4'�+•+v'rN �,.. t ! _.__. .. _.-, Ys lr/.+r.l. 1 ei _ !, -.F.*'r�'. i."•!r7"�"9 a r __ _—Tr'Y�.`a"'Xr"•!d�° .,' .. Cw"4 i�'r'"'«.'w`7.�"�?'Hj r 4 t�.�r.+1rti"I 1 � � !v Yr..w�.�l �� i � ^T"^' ! ���- ��rx-•^I • ..r --_ �++Y�„�."s.r9y"'""`R"+t""�"p't�"'Y - r V- � �..__.T•"-'t�'-�':��,+� 4 Vy� Y -�' � ""'7T'"zC"""`a _ - �- :..>r..,.-a n.'.+r. ,r,n.-c....a•.. .:�e:>,.ur-.. :..r�:. h,«,o:<x. ,..wlr. �„n„��.. ..:;M,,.x..., xr..,.rnm.:a>w, ;:.,r�l....,...r.:..wr..' ,.....,.._ :i:it�K+; {. iy,'�1 e�.ina.' 1.. ✓. rtiii ,o;to�T h t '. +1 ! 'i ' ('Y .0 3�it c U�'. .4 if-.' Y ^t Y•-� x�� Ci -, .d..�.r"!.. _ n 1J � l fI [D Picone Energy Systems Proposal 180 Long Island Avenue Phone: 631)289-5490 Holtsville,NY 11742 Fax: (631)289-5416 Proposal No.: 22472 Date: 6/14/2012 SEAMAN,JUNE Job Address: -(2)fp doors 1670 Ole Jule Ln. 1570 OLE JULE LANE Lot#: 1570 MATTITUCK, NY 11952 1570 Ole Jule Lane 0/0 New Suffolk Av 63t�079=0017 1952 Fax: Phone: Phase: Lvng Rm dr.1670 Ole Jule La WorkArea Inventory Item LIVING ROOM F/P CUSTOM GLASS DOOR Supply and Install(1)custom masonry fireplace door by DESIGNS SPECIALTIES. Style:ELITE INSIDE FIT with Draft. FlnlsNCAST IRON. Handle:SIMPLiCITY. Doors:FOLD BACK 81-FOLD with CURTAIN MESH SCREEN. Glass:CLEAR. Lvng Rm dr.1570 Ole Jule La Total: $1202.26 Phase: Guest Bdrm dr.1570 Ole Jule Ln Work Area Inventory Item BEDROOM F/P CUSTOM GLASS DOOR Supply and Install(1)custom masonry fireplace door by DESIGNS SPECIALTIES. Style:ELITE INSIDE FIT with Draft. Flnlsh:ESPRESSO. Handle:SIMPLICITY. Doora:FOLDBACK BI-FOLD with CURTAIN MESH. Glass:CLEAR. "LEAD TIME FOR PRODUCT DELIVERY TO PICONE IS APPROXIMATELY THREE WEEKS." Guest Bdrm dr.1570 Ole Jule Ln Total: $1036.60 We propose hereby to furnish material&labor in accordance with the above specifications for the sum of: $2237.75 Payment to be made in full, plus any applicable sales tax, in accordance with the;Terms stated herein. All prices are subject to manufacturers price increases. All prices guaranteed for thirty days from the date of proposal. All material Is guaranteed to be as specified. All work to be completed In a workman like manner according to standard practices.Customer is responsible for obtaining any and all permits required by respective town,as well as framing,providing gas lines,electric lines and the breeching to the boiler. Any alteration or deviation from above specifications involving extra costs will be executed only upon written orders and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry fire,tornado and other necessary insurance. Our workers are fully coverd by workman's compensation Insurance. Note:this proposal may be withdrawn by us if not accepted within day 'ACCEPTANCE OF PROPOSAL The above prices,specifications and condition are satisfactory and re hJbac led. You are authorized to do the work as specified. Terms: Due upon receipt, DEPOSIT REQUIRED.BALANCE DUE D Y N. /e 1yDate Data Salesperson: Scott Dassau COD Customer Print to PDi=without this message by purchasing novaPDF(http://www.novapdf.com� - Ap ly. i fol A � / J f ,y f "Okw 190 1 SURVEY OF PROPERTY AYP^,C'VED BY SITUATE BOARD OF TRUSTEES MATTITUCK TOWN OFSOUTHOLD TOWN OF SOUTHOLD DATE 31d)1)a SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-122-04-03 SCALE 1"=30' AUGUST 30, 2000 JUNE 30. 2010 UPDATE SURVEY &ADDED SOUNDINGS OCTOBER 20, 201E ADDITIONNAL SOUNDINGS JANUARY 11. 2011 STAKE PROPOSED DOCK /I MARCH 7 2011 ADDED TOPOGRAPHICAL SURVEY MAY 9, 2011 ADDED PROPOSED ADDITIONS OLE -� MARCH 19, 2012 ADDED ADDITIONAL NOtES _os '1 UL� L,f11�1 AREA = 30880 Sq. It. - �; 0.709 CO. op6 G- CERTIFIED T0: GORDON SEAMAN JUNE SEAMAN lasDlre;nWo nRsnRA,,A S 87'24'S0' r a. BUILDING AREA DATA ll /I n7 aW2`.1 1; /I`210.18' y J , • - n. ADJACENT WEiIAND AREA=21,1190 ap.ft. DESCRIPTION AREA 7.LOT COVERAGE I )'�- 2,0, f /,to /I(J,,/9I g 1 1 I•U1.B ~� �`l /,.'o ;� HOUSE — 1,73E sq.11. 7.9Y, POOL 48o IL 2.3 PROPOSED MASONRY PATIO 6 TRELLIS sR cn"di..o c.°Z12:.po.to .1 „l r Em` — vD w en,.Gxwr,r a xGRn G.,nr E.IrHoe) PATIO 385 sq.II. 6.3% .nncx rin c nx o xnu. WOOD DECKS 580 sq.It. 2.6% 1 r —1 I "" i F .1i—' _,_.<�--PROPOSED EXPANDED—STORY IN PLACE OE EXISTING 2nE STORY 1 \ px.ce°�s'a.""s'$1ii 1 1• I g _ / 5 11 a Ixu WALKS & STEPS 605 zq.It. 2.8% Rx c II 11 \\ r,A4 vl 11 III ➢ Lb ,�\ `1• III- i N. SHED 55 zq.ft. 0.2% 1. R1 " 11 I � � v'�KK1 5 sq.fl. 22.1% - A _ l0 zq \ =�- rrT2�'�`—"--REMOVE ANO REPLACE(INPLALE) PROPOSED PATIO .11. 0.4% 0 4.83 TOTAL(EXISTING) EXISTING 51 STORY DELK "'T TOTAL(EXISTING&PROPOSED) 4,9}5 sq.11. 22.$Y. _�\'•O -- - -- -�� I 0 )"\x 51tl' 3'li I \ 1. ELEVATIONS ARE REFERENCED TO 1988 N.A.V.D. DATUM it EXISTING ELEVATIONS ARE SHOWN THUS:a9 p/�\\\' 2. FLOOD ZONE INFORMATION TAKEN FROM: J--" -- / _ _ •_.` pl 1 FLOOD INSURANCE RATE MAP No. 36103CO482H $ I s r0'• r�I a \\ \i.° - sl �\J.-d -iz^�-�•Z o `I1 1y,, ZONE AE: BASE FLOOD ELLWATIQNS DETERM114ED f N 87.24'50 I ol`U ,t 7Ay— . �-a ��II 'I ZONE.X': AREAS OF 0.2%.ANNUAL CHANCE FLOOD:AREAS OF 1%ANNUAL !/' 210.18'L7 �7 C`IANCE FLOOD WIT4 AVERAGE DEPTHS OF LESS TITAN I FOOT - I (t Z ' OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE: I AND AREAS PROTECTED BY LEVEES FROM 1%ANNUAL CHANCE FLOOD. n Z014E X: AREAS OETERMNED TO BE OUTSIDE THE 0.2%ANNUAL CHANCE FLOOOPL/JN. �v Rie°o°n'vir? , TA.pxe�1.RE 1 In—:icon.:W.I, w.0 r;OF'NE6y Off\ t\�;``•„'r�'1/ / NT.S.L o.50e67 SUH.t>'WtSE 11.1 DDAI.01- �" '"" Nathan Taft Corwin III .-I'D.F INS ."' �G-lo Land Surveyor 11 eIIG 1RnoL WIN txl�l'W LC�I,C UµDn Successor i°:Slanlry J Is°xsen J IS. JvnePN A.Inycyoo L.S. Nlgx.CERuxC"'-`C ARE HOI TRa.SfERAGL m.Surreys-SWUir:--- Sle Ylvna-- Cvnslrucl:on Lvyvvl PHONE(631)727-2090 FO+(631)727-1717 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT ! 11G ADDRESS ANO/OR CASEUE—Or RECORD.IF 1586 N°�n R°uE P.O.8os I6 ANY,NOT SHOWN ARE NOT GUARANTEED. Jgme :1.Nen IX 11917 JOmesp°N,Nc.York 11947 0-134D o T7 i SIDE OF EXISTING SHADED AREA` DWELLING INDICATES SEC NO S87'24'50"E 210.18' FLOOR ALTERA777777(ON AREA LINE OF EXISTING FIRST FLOOR DECK EXISTING SHED LINE OF EXISTING - L SECOND FLOOR N LCONY Op CROSS HATCHED INDICATES AREA 40.10 -OF PROPOSED CONCRETE PATIO APPROXIMATE A SHORE LINE APPROXIMATE LINE 41.6 EXISTING BRICK WALK AND o JAMES ` RETAINING WALL o w CREEK REAR OF -- a S EXISTING La DWELLING w 136.2' FRONT OF w o EXISTING 0 WELLING NORTH to o h Z at 0 SIDE OF EXISTING \ DWELLING R-40 NONCONFORMING LOT REQUIREMENTS EXISTING LOT AREA(SF) %LOT FRONT YARD SIDE YARD BOTH SIDES REAR YAR LANDS SETBACkjPOOL CIPVWGE - N 20,000-39999 20 40 15 fT 35 0 7 EXISTING co POOL PATIO PROPOSED 31500. 13.7% 1 41.6 FT 1 28.2 FT 90.5 Fr 136.2 FT 40.1 FT 10 Fr R.O.W. 0 S87'24'50"E 210.18' FROPOSED FLOT FL N 7 SCALE I" =30-0" — � 'eP P R E® BY - E,0AR® ®r- TRUSTEE, bs -L -'+ � a� �r TS WyC(10)lE, a. 772 7500 1 G�1 ; FAtt 4750161 w14F �fi I ` PROJECT: SEAMAN RESID134C E SCALE: AS NOTED 1g5�A v CRWG. 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It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or Door Perimeter U-Factor Ceiling 1:Cathedral Ceiling(no attic) 433 30.0 0.0 15 Ceiling 2:Flat Ceiling or Scissor Truss 956 30.0 0.0 33 SECOND FLOOR REAR WALL:Wood Frame, 16"o.c. 465 21.0 3.0 16 Window 1:Wood Frame:Triple Pane with Low-E 132 0.350 46 SECOND FLOOR SIDE WALLS:Wood Frame, 16"D.C. 585 21.0 3.0 24 Window 2:Wood Frame:Triple Pane with Low-E 77 0.350 27 FRONT-WALLS:Wood Frame, 16"o.c. 136 21.0 3.0 5 Window 3:Wood Frame:Triple Pane with Low-E 30 0.350 11 FRONT-WALL-UPPER-FOYER:Wood Frame,16"D.C. 86 13.0 3.0 3 Window 4:Wood Frame:Triple Pane with Low-E 41 0.350 14 Floor 1:All-Wood JoistfTruss:Over Outside Air 23 30.0 0,0 1 Compliance Statement: The proposed,building design descri h h�i';f I �1'It{jI lans,specifications,and other calculations submitted with the permit application.The probedpos s 010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.1 a� the a t listed in the REScheck Inspection Checklist. 1:yGi �2 'P SM lTa HeXA) iI E C- Name-Title Sia tub v Dat Project Notes: � Compliance shown hereon is for second floor alteration only. �� Project Title:Seaman Residence Report date: 08/08/11 Data filename:G:\Projects\09-384 Seamen Residence\BUILDING-PERMIT\SEAMEN.rck Page 1 of 3 r , REScheck Software Version 4.4.1 Inspection Checklist Ceilings: ❑ Ceiling 1:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: ❑ Ceiling 2:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ SECOND FLOOR REAR WALL:Wood Frame,16"o.c.,R-21.0 cavity+R-3.0 continuous insulation Continuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall. Comments: ❑ SECOND FLOOR SIDE WALLS:.Wcod Frame, 16"o.c.,R-21.0 cavity+R-3.0 continuous insulation Continuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall. Comments: ❑ FRONT-WALLS:Wood Frame, 16"o.c.,R-21.0 cavity+R-3.0 continuous insulation Continuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall. Comments: ❑ FRONT-WALL-UPPER-FOYER:Wood Frame,16"o.c.,R-13.0 cavity+R-3.0 continuous insulation Continuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall. Comments: Windows: ❑ Window 1:Wood Frame:Triple Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: Wanes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Wood Frame:Tdple Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: Wanes Frame Type Thermal Break? Yes No Comments: ❑ Window 3:Wood Frame:Triple Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: Vanes Frame Type Thermal Break? Yes No Comments: ❑ Window 4:Wood Frame:Triple Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Outside Air,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. Project Title:Seaman Residence Report date: 08/08/11 Data filename:G:\Projects\09-384 Seamen Residence\BUILDING-PERMIT\SEAMEN.rck Page 2 of 3 ' Recessed lights are either 1)Type IC rated with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM ' E283 labeled,or 3)installed inside an air-tight assembly with a 0.5"clearance from combustible materials and a 3"clearance from insulation. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: tj Materials and equipment are installed in accordance with the manufacturers installation instructions. Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. 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 on the building plans or specifications. Duct Insulation: Ducts in unconditioned spaces or outside the building are insulated to at least R-8. Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181A or UL 181 B. FI Building framing cavities are not used as supply ducts. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. ❑ Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Circulating Service Hot Water Systems: ❑ Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment. NOTES TO FIELD:(Building Department Use Only) Project Title: Seaman Residence Report date: 08/08/11 Data filename: G:\Projects\09-384 Seamen Residence\BUILDING-PERMIT\SEAMEN.rck Page 3 of 3 0 2010 New York Energy �( Conservation Construction Code Certificate Ceiling/Roof 30.00 Wall 24.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): Door Rating ILI-Fa&or' SHGC Window 0.35 0.30 Door Heating 8� .. Heating System: Cooling System: Water Heater: Name: Date: Comments: REV. DATE ITEM NO. KEY FLAN NO SCALE LINE OF EXISTING DECK ABOVE IT REMOVE OUTSIDE WALL EXISTING FINISH THIS SIDE WHERE RETAINING WALL NEW SIDING is TO BE AND STEPS EXISTING PATIO INSTALLED SEE ELEVATION DRAWING _ Z U � �LU 12'4" z }� Z EXISTING PATIO LINE OF EXISTING FOOTING 0 � a o 9. � REPLACE WINDOW 16 _� cd) Lu L Z `r SEE PROPOSED a FOUNDATION PLAN — LINE OF Lu EXISTING REPLACE tWINDOIU DECK ABOVE REMOVE OUTSIDE REPLACE WINDOW EXISTING FRAMED WALL SEE PROPOSED 0 a WALL FINISH THIS SEE PROPOSED FOUNDATION PLAN o ,n SIDE WHERE NEW FOUNDATION PLAN ' =ItA SIDING IS TO BE ►n INSTALLED SEE EXISTING 5ATHF41 ELEVATION EXISTM3 ` DRAWING 3-m"x b'-s" O EXISTING RECREATION AREA EX15TIlNG RECREATION AREA REPLACE WINDOW I U w SEE PROPOSED EXISTING FOUNDATION PLAN STAIRCASE O o CL DRWG. BY: J. ILLIG ,mow. v x� — REPLACE WINDOW EXISTING LAUNDRY�'1 CHK. BY: SEE PROPOSED EXISTING BOILER RM N ' FOUNDATION PLAN EXISTING �r �' ELECTRICAL THIS DRAWING,PREPARED FOR THE SPECIFIC PROJECT UP (3)2XIm acls?Ire IN$I�ECTION REOUIREC INDICATED IS AN INSTRUMENT OF SERVICE AND THE Y-8 X b'-8 +— x PROPERTY OF BURTON,BEHRENDT, SMITH INFPoNGEMENT GIRDER �q 0 OR ANY USE OF THIS DRAWING FOR ANY OTHER U N _ PROJECT IS PROHBITED.ANY ALTERATION OR REPRODUCTION OF THIS DOCUMENT IS ALSO PROHBITED -- -- —A -- -- ---�-- -- — — --0----� -- --�— — -- WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT _f _ PLUMBER CERTIF.ICATJON ENGINEER ExistlNG 0 F ON LEAD Cb�'�'ENT B>uF`ORE RETAINING WALL ; PLU l6 "a CERTIFICCA7F OF OCCUPANCY AND STEPS EXISTING 3" DIA STEEL COLUMN 2�-8"X V-8' - I�LLPLt1!`,"'.",3 VvttTc- SOLDER USED IN WATER. EXISTING STO E AREA ON REPUTED 24" X 24" X 12" EXISTaJCs ►" GONG FtG.TYPICAL OF 5 WAT�A tJt S't.�'r�. SUPPLYSYSTE��!CNMOT _ SHADED AREA INDICATES EXISTING STORAGE AREA _ TESTIi�Ia EEFO�v CCY��"'.'�fl EXCEED'2il0 OF 1%;L.EAD. EXISTING CONCRETE -' �_ FOUNDATION WALL Db D X - 0 _ _� � : DURTOII o 6fflQfnDT o SAM N Z4 D n x Z OCCUPANCY OR nacnimcruat*maintunna U 'T0z Ut (tl� tj USE IS UNLAWFUL 3EX�8TMG 8' RETAIN STORM WATER RUNOFF PATCHOCl1E, N.Y. 11772 "� PURSUANT TO CHAPTER 236 WITHOUT CERTIFICATE (631) 47&W49 --v EXISTING UTILITY RM OF THE TOWN CODE. OF OCCUPANCY FAX 475-03b1 :::. :::::::::.::::::::. ::::.:::::::::::::. :.:.:::::.::::...:::::::::::::::::::::.:::: :. :. :::::::::: : :.::::::. ::::::::::......... ... .......................... :.. ::::::. ::::::. :::.::::::............: :......::::: ! V I S L It fQ.5 --,' � COMPLY WITH ALL CODES OF �'L NEW YORK STATE & TOWN CODES �� D ARC REM- i �v � � AS REQUIRED AND CONDITIONS OF ��� �,R P. sr SOUTHOLD TOWN ZBA � 4— _ SOUTHOLD TOWN PLANNING BOARD TIV �--. SOUTHOLD TOWN TRUSTEES G� N.Y.S.DEC ss�A y F N�N APPROVED AS NOTED PROJECT DA7E��-" '� I I B.P.#�K%� � 1 SEAMAN RESIDENCE E:!� 7t_..3Y QROPosED ALTERATIONS VV --------- N ,tlF Y BUILDING DEPARTMENT AT O�I ���� � O I �l IDEMOLIT110N PLAN ,/'"� ,PQ1 7 v5-1 E.'J2 8 AM TO 4 PM FOR THE ��ITIM� LEGEND �''TiNG INSPECTIONS: y" -�% UNIDATION-TWO REQUIRED DWG TITLE /�I"� FO �,F��R P®Urs=a CONCRETE lam' FOUNDATION DEMOLITION PLAN 1/�"_�'_0 n EXISTING WALL i �IJG I-FRAL!I 'G„PLUMSMN , PROPOSED WALL T P� 1IN1S.,ELE�CTRICAL&CAULKING ' �,. 1111 LIQ.dATl11�7i!�1 _ _ = REMOVE WALL , ' qI F -CV4SMR=G%&EIIEb=AL SCALE: AS NOTED I0,LfST�©�lEFWC0.. 6-8-11 ® PROPOSED WOOD PO =Ilm5Iw ll.I a7__ DATE: PROPOSED HOLDOWN SI ON+IDU - D625 FM l_W 4MS1,�t OFT111t� �14W BID P/U DATE: BID DATE YMISW `.I'GmTI mf f, FILE NO: 09-384 A-1.011 OF REV.NO. DATE ITEM CONTRACTOR SHALL FIELD VERIFY EXISTING DECK/WALL INTERFACE AND MAINTAIN EXISTING FLASHING AND SHEATHING. IF POSSIBLE. IF FLASHING OR SHEATHING NEEDS TO BE REPLACED CONTRACTOR SHALL DISMANTLE DECK WHERE KE 1' PLAN NECESSARY AND RECONSTRUCT TO MATCH EXISTING. 58'-1" NO SCALE 4° 5'-9" 5'-11" S 11'-l$° El EXISTING DECK LINE OF BALCONY ABOVE TO REMAIN Z N 'a LINE OF ROOF — — — — — — — — — — LINE OF ROOF REMOVED TO B REPLACE WINDOW SEE OVERHANG t0 BE v Q z Z PROPOSED FIRST REMOVED �— — — — — ' — — FLOOR PLAN lU ,. _ - - -- -,�-,-- — - - - -I �--.. — — — — —— — — Q tz Lu 1 < cn L F ol! o f I min1rl_j QO_ w O REMOVE WINDOW SEAT p p T 0 AND CABINETS 0 r �-- ` 315TI%,KITCHEN REMOVE DOOR ANDV4 'I REPLACE WITH 3 FT WIDE t REPLACE DOOR SEE DOOR SEE PROPOSED II EXISTING DINING p I PROPOSED FIRST I FIRST FLOOR PLAN -r EXISTING LIVING RM EXISTINJ—LFLOOR PLAN FIREPLACE EXISTING SKYLIGHT — — — SHA � f-- REMOVE WALL AND OPENING IN ROOF LL RECONSTRUCT AS BE REMOVED WITH ROOF I w 1> IN ITS ENTIRETY. n U Ur I REQUIRED SEE — 0 o I I ( PROPOSED FIRST FLOOR PLAN MinI I o DRWG. BY: J. ILLIG EXISTING PA H N.RY I I —J CHK. BY: TREE INSTALLATION OF I PLUMBING SEE N THIS DRAWING,PREPARED FOR THE SPECIRC PROJECT REMOVE WALL PROPERTY OF BURTON BEHREENDTT,SMTH.CWRNGEr THE DN UP PROPOSEp FIRST AN EXISTING BATH FLOOR PLAN OR ANY USE OF THIS DRAWING FOR ANY OTHER 2'-b'X 6'-8' PROJECT IS PROHIBITED.ANY ALTERATION OR REPRODUCTION OF THIS DOCUMENT IS ALSO PROHIBITED WRHOUT THE WRffTEN CONSENT OF TFE ARCHITECT -� X b'-8' 2'-b'X 6'-8" I :o OR ENGINEER OPEN WALL FOR, I a THE INSTALLATI I1 OF NEW PLLMBIRD N II S T ' x C O A D , C 0 A D TO BE REMOVED DC I j — ; F � I X REPLACE WINDOWS SEE a PROPOSED FIRST NRTOn c bfflIg IDT SMIM EXISTING BATH FLOOR PLAN min z'- x b'-8' Kitc>J o � nc�cti�ncrur�o tna�ntrRena REMOVE WINDOW AND REMOVE WINDOW AND 244 EAST MAIN ST. PORTION OF WALL FOR 2•-0 X b-8 PORTION OF WALL FOR PATCHOGUE, N.Y. 11772 THE INSTALLATION OF P THE INSTALLATION OF NEW WINDOWS SEE I NEW WINDOWS SEE (631) 475-0349 PROPOSED FIRST o ! PROPOSED FIRST FAX 475-0361 FLOOR PLAN ` FLOOR PLAN LINE OF ROOF �� LpGER OVERHANG TO BE REMOVED REMOVE DOOR AND /•_,ip'!.a PORTION OF WALL FOR ; THE INSTALLATION OF NEW DOOR SEE PROPOSED FIRST O FLOOR PLAN 12'-10" 14'-1S" 113'-48 -I_ 1,_28 S,_98 10'-0" PROJECT SEAMAN RESIDENCE PROPOSED ALTERATIONS MATTIIUCK NY FlR5T FLOOR DEMOLITION PLAN LEGEND DWG TITLE = FIRST FLOOR DEMOLITION PLAN 114 11 1 _ 11 EXISTING WALL -- PROPOSED WALL REMOVE WALL SCALE: AS NOTED DATE: S-S-Ii ® PROPOSED WOOD POST BID DATE PROPOSED HOLDOWN SIMPSON HDUS-SDS2.5 BID P/U DATE: FILE NO: 09-3U A-1.02 OF REV. DATE ITEM NO. KEY PLAN r�g_I NO SCALE - 24'-10$" 8,_S,� I I1'43' 4 10'-0" REPLACE DOOR AND PATCH WALL SEE LINE OF ROOF PROPOSED SECOND OVERHANG TO BE FLOOR PLAN REMOVED :Z: j REMOVE WINDOW AND N -1 PATCH WALL SEE Z A- EXISTING BALCONY PROPOSED SECOND Z O z 0 FLOOR PLAN — - - - - - - In —1 j !D LJ_t EXISTING SKYLIGHT — — — —— — --a r_ L" TO BE REMOVED WITH o �� I >Q ROOF IN ITS ENTIRETY I I I Q ae-1 l� EXISTING SKYLIGHT L1 - - — — — — — — — �- - - - - - - - - - - - - - - - - - - TO BE REMOVED WITH Q cn O �� �� REMOVE ALL PLLUM51NG FIXTURES I� ROOF IN ITS ENTIRETY O O EXISTING ATTIC AND CAP PIPES AS REQUIRED EXISTING M �ATH it I EXISTING ROOFING o I �-�- AND ROOF STRUCTURE (� — — — — — — — I-- — — I ——I— — I I TO BE REMOVED � O EXISTIING MBR I I `L- _ _ _ - - - - - - - - - - - - EXISTING EX15TING FIREPLACE RIDGE LINE TO I f— — — — — — — I I U BE REMOVED I'I j l I w EXISTING HALL I I DRWG. BY: J. ILLIG EXISTING ROOM I9 O — — — — — — — I CHK. BY: *.. ... �- '�:- „^' THIS DRAWING,PREPARED FOR THE SPECIFIC PROJECT 01 NDICATED IS AN NSTRUAviENT OF SERVICE AND THE PROPERTY OF BURTON,BEHRENDT,WTH NFRINGE)vENT OR ANY USE OF THIS DRAWING FOR ANY OTHER PROJECT IS F T HBRED.ANY ALTERATION OR — j REPRODUCTION OF THIS DOCUAFNT IS ALSO PROHIBITED ii WITHOUT TIE WRITTEN THE ARCHITECT ...... — — TTEN CONSENT OF � I EXISTING �._ - - - - - - - - o � OR ENGINEER RIDGE LINE t0 I — III I I 3'-9° REMOVE PORTION OF WALL BE REMOVED I III) I I FOR OVERLOOK t0 FOYER I — — — — — — - — — — AVI EXISTING LINE BELOW.SEE PROPOSED I i E SPLAY I I III I � FIRST AND SECOND FLOOR , I - PLANS L — J — — ,l 4'' LINE of EXISTING BATH L `� ` EXISTING ATTIC I EXISTING FLOOR HEIGHT I .1- — — — — — — — — — -{� I CHANGE 6URTOn 6f11RfM o SAIM i . - - _.- - - (- — — — — — EXISTING SKYLIGHT EXISTING SKYLIGHT ar2c"IncTuRt*maintrRina REMOVE ALL PLUMBING FIXTURES TO BE REMOVED WITH t0 BE REMOVED WITH AND CAP PIPES AS REQUIRED ROOF IN ITS ENTIRETY ROOF IN ITS ENTIRETY 244 EAST MAIN $T. PATCHOGUE, N.Y. 11772 (631) 475-0349 - - - - I- - - - - - - - - - - - - -�� - - - - - - - - - - - - - - - - - - - - - - - - - - J� ��- - - FAx 475-0361 7� EXISTING EXISTING �FIED ARC OUTSIDE COMER OUTSIDE CONER R GE P• s OF FIRST FLOOR OF FIRST FLOOR C? �b J c� N E� i PROJECT SEAMAN WSIDEN2 FP4FOSED ALTERATIO* MATTI?UCK NY 6ECONID FLOOR DEMOLITION PLAN LEGEND DWG TITLE SECOND FLOOR DEMOLITION PLAN ,4 4II=I -oil _ EXISTING WALL — PROPOSED WALL SCALE: AS NOTED REMOVE WALL DATE: 8-8-11 ® PROPOSED WOOD POST BID Ph DATE: BID DATE O PROPOSED HOLDOWN SIMPSON HDUS-SD525 FILE NO: 05' I A-1.03 OF - I I REV. DATE ITEM TABLE R301.2(1) of the RES. CODE of N.Y.S. GENERAL NOTES: 5EE FLOOR PLANS FOR LOCATIONS OF HOLD DOWNS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA The Architect of record has not been retained for any field supervision or Inspections. This building has been designed to conform to the N.Y.5. Energy Conservation Code. All construction to conform to all state and local codes. These drawings do not Include components necessary for GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHEILD FLOOD AIR construction safety. Contractors are solely responsible for such components. Builder to Cary Worker's romp.Insurance In amounts required by 2-Ibd COMMON NAIL5 ® 6" o.c. SNOW DESIGN Weathering Frost line Termite Decay DESIGN UNDERLAYMENT HAZARDS FREEZING law. Do not scale drawings,use figure dlmerelons only. 51MPSONHOLD DOWN LOAD SPEED (MPH) CATEGORY depth TEMP REQUIRED INDEX GENERAL GON5TRUGTION: SEE PLAN FOR SIZE FOR FULL LENGTH OF STUD /8 DIA ® HDUS 20 120 MPH SEVERE 36" MODERATE SLIGHT TO NASSAU 13 VALLEYS & FEMA 3-SECOND GUST C TO HEAVY MODERATE SUFFOLK 11 PERIMETERS IF REQ. 510 The premises to be kept reasonably clean at all times. At completion of work contractor to remove all rubbish,clean all glaass and leave work 2-I6d COMMON NAILS ® 6" o.c. 51MP50N HOLD DOWN area broom clean. FOR FULL LENGTH OF 5TUD 5EE FLOOR PLAN FOR 51ZE NOTE: ALL ROOF AND WAILL CLADDING SHALL 51TE WORK NOTES. u BLOCKING ® ENDWAL COMPLY WITH THE MANUFACTURER'S Stake and layout all work shown on drawings and verify all given data prior to construction. Excavate and backfill for work shown on drawings. RECOMMENDATIONS FOR 1110 MPH FASTEST MILE Protect all trees and shrubs within reasonable bounds of construction. %e" DIA ® HDUS AND EMBEDDED WIND SPEED OR 120 3-:SECOND GUST WIND CONCRETE NOTES 12-1/2" INTO GONGRETE FILLED GMU SPEED. All concrete shall be produced In accordance with ACI 318,in addition to cement permitted by AGI 318 cement complying withn A5TM 6I151 Is (OR POURED GONG) WITH 51MP50N permitted.All concrete to be a minimum of 3500 psi and when exposed to weather must be air entrained as per NY5RBG Tdable R4022.5oll bearing ET(HIGH 5TREN6TH EPDXY pressure Is assumed to be 2000 Ibs/sf typical long Island sand and gravel.Architect shall be Immediately notified in writing lif conditions other than N0. 5 REBAR 3'-0" EACH WAY ADHESIVE) FOR TEMPS 0 F TO 40 ASPHALT ROOF SHINGLE NOTES assumed exist.Footing shall be 16"wide by 8"deep with 4"projection on each side of foundation wall,unless shown otherwiso on plan.Provide 2 x 4 p ASPHALT ROOF 5HINGLE5 SHALL HAVE SELF-5EALIN6 STRIPS OR SHALL BE keyway In footing.Anchor bolts shall be 1/2'dia.® locations stated on plans.All above grade exposed portions of foundation walls shall have HOLD DOWN LOGATION5 ONLY F USE 51MP50N AT (HIGH 5TREN5TH INTERLOCKING AND SHALL COMPLY WITH THE REQUIREMENTS OF ASTM 0-225 OR cement finish. AGRYLIG ADHESIVE) D-346,INSTALLED IN ACGORDANGE WITH SECT RQ052 FRAMING AND ROUGH CARPENTRY NOTES: 5IMP50NHOLD DOWN 2) ALL FASTENERS FOR ASPHALT ROOF 5HIN6LE5 SHAM BE 6ALVANIZED STEEL, 5EE PLAN FOR 51ZE Joist rafters and studs shall be Du -Fir Larch no.2 Min FB=400 P51 aid E= I,600,000 F'S1. All wood sills In contact with!soil mason STAINLESS STEEL,ALUMINUM,OR COPPER ROOFING NAILS.FASTENERS SHALL BE or concrete to be pressure treated ACQ,sheathing to be 1/2"Douglas Fir exterior grade plywood. Cover exterior sheathmng with 15 Ib bldg `A. MINIMUM 12 6A6E SHANKED WITH A MINIMUM DIA HEAD AND OF SUFFICIENT LENGTH paper.,or as an alternate: Tyvek air filtration barter properly taped and sealed. All nails,bolts and framing hangers to be hot dipped galvanized. FIR5T FLOOR 6ECOND TO PENETRATE THROUGHTHE ROOFING MATERIALS AND INTO THE 5HFATHIN6. Block stud walls at 1/2 story heights and unsupported edges of plywood. All cap plates to be doubled unless otherwise notesd. FLOOR 3) ASPHALT ROOF 5HINGLE5 SHALL HAVE THE MINIMUM NUMBER OF FASTENERS AS Bearings for joist and headers to be 3-1/2". All corners to be minimum three studs. I gam+ REQUIRED BY THE MANUFACTURER. Headers trimmers and joist under partitions to be doubled. KEY FLAN 4) FOR NORMAL APPLICATIONS,ASPHALT ROOF SHINGLES SHALL BE SCREWED TO THE WINDOWS AND DOORS: HOLD DOWN DETAIL NO SCALE ROOF WITH NO LE55 THAN FOUR FASTENERS PER STRIP SHINGLE OR TWO FA5TENER5 ' D INTERIOR ZONE PER INDIVIDUAL 5HINGLE. All windows and french glass doors to be as manufactured 4 Marvin with stormplus glazing and a unit U-Value of 0.35 or bettter with screens, ® sizes an types as indicated on plan. PERIMETER 5) ASPHALT STRIP 51AWLE5 SHALL HAVE A MINIMUM OF 51X FASTENERS PER SHINGLE All exterior doors to be as selected by owner. Sizes and types as indicated on plan. All Interior doors to be OAqBB� WHERE THE FAVE 15 20 FT OR HIGHER ABOVE GRADE OR WHERE THE BASE WIND as selected by owner. All door Jambs and bucks as selected by owner. (ED&EE WNU SPEED 15120 MPH OR 6RFATER I INSULATION: CONNECTION NOTES: 1� 1 01 150METRIG FLAN All exterior walls and roof shall be Insulated with fiberglass bat t type insulation with integral vapor barrier on warm side. R-Values are shown on I: ALL fRAMIN6 HARDWARE 5HOWN ON THESE PLANS,UNLESS OTHERWI5E NOTED 15 51MP50N STRONG-TIE Z-MAX.NO SUB5TITUTION5 ARE drawings. Gore should be taken not to puncture vapor barrier. Provide perimeter Insulation to code at all foundation walls. APPROVED OR AUTHORIZED. 2: DUE TO THE NATURE OF FRAMING HARDWARE TO THE OTHER COMPONENTS OF THE 5TRUGTURE,ANY FRAMING HARDWARE WILL RESULT IN PLUMBING NOTES: THE IN5TALLER/6ONTRAGTOR A55URING RESPONSIBILITY FOR THE DB16N AND PERFORMANCE OF TIE ENTIRE SYSTEM. All plumbing to conform to all state and local codes. Bathroom and kitchen fixture to be selected by owner. Installed by plumbing NAILING SCHEDULE A contractor. Plumbing contractor to coordinate with other trades. 3: ALL SPECIFIED FASTENERS TO BE INSTALLED PER INSTRUCTIONS OF THE 51MP50N STRONG-TIE WOOD GONSTRUGTION CATALOG. INCORRECT cv � FASTENER QUANTITY,SIZE,TYPE,MATERIAL OR FIN15H MAY CAL15E THE CONNECTION TO FAIL.160 FASTENERS(8 6AUCE)ARE COMMON JOIST DESCRIPTION NUMBER OF ELECTRICAL NOTES: NAILS AND CANNOT BE REPLACED WITH 160 SINKERS(4 GAUGE)UNLESS oTHERWI5E NOTED. COMMON NAILS NAIL SPACING f— All work shall comply with the Residential Code of NY5 and local utility company. Verify service prior to installation. Base blid on 200 AMP service. 4: INSTALL ALL FASTENERS BEFORE LOADING THE CONNECTION. � � � � ROOF FRAMING Provide ground fault Interrupter outlets as per code. 5: J015T SHALL BEAR COMPLETELY ON THE GONNEcTOR SEAT AND THE GAP BETWEEN THE JOIST END AND THE HEADER SHALL NOT EXCEED 14 RAFTER TO TOP PLATE (TOE-NAILED) 3-8d PER RAFTER PER A5TM TEST STANDARDS. Q � Install Interconnected smoke detectors as per N.Y.S.Building Code. Electrical contractor to provide hookups for heating annd air conditioning j j1 � LU CEILING JOIST TO TOP PLATE (TOE-NAILED) 3-8d PER JOIST systems. Electrical contractor to coordinate with other traders. 6: FOR HOLD DOWN5,ANCHOR BOLTS NUTS SHOULD 13E FINGER T16HT PLUS I TO I TURN WITH WRENGH WITH CONSIDERATION GIVEN TO FUTURE (D CEILING JOISTS TO PARALLEL RAFTER (FARCE-NAILED) 13-16d (for 7 pitch) EACH LAP WOOD SHRINKAGE.CARE SHALL BE TAKEN TO NOT OVER TORQUE THE WT. LU .� CEILING JOISTS LAPS OVER PARTITION (FACED-NAILED) 13-i6d (for 7 pitch) EACH LAP COLLAR TIE TO RAFTER (FACE—NAILED) 5-8d (for 3 pitch) PER TiE Z 2—Sd EACH END BLOCKING TO RAFTER (TOE—NAILED) --� NEE: O RIM BOARD TO RAFTER (END-NAILED) 2-16d EACH END 1. 5HEATHIN6 A5 PART OF 5HEARWALL 5E5MENT(54,WHERE NOTED ON FLOOR PLAN, SHALL_ BE LU f— GONTIN0006 FROM 51LL TO TOP PLATE OR ADEQUATELY BLOCKED AT JOINT5. 8d COMMON WAIL5 ® JU -1 O WALL FRAMING 3"OG EDGE d 6" OG FIELD Z TOP PLATE TO TOP PLATE (FACE-NAILED)) 2-16d 1 PER FOOT 5EE PLAN 5EE PLAN FASTENING SCHEDULE AROUND EXTERIOR WINDOW (L TOP PLATE AT INTERSECTIONS (FACE-NAILED) 4-i6d JOISTS-EACH SIDE F AND DOOR OPENINGS — STUD TO STUD (FACE-NAILED) 2-16d 24" o.c. A NOTATION ' HEADER TO HEADER (FACE-NAILED) 16d 16' o.c. ALONG EDGES - �� �� R.O. 440) B C D E F TOP OR BOTTOM PLATE TO STUD (END-WAILED) 1-i6d PER STUD TYPE 15HEARWALL5 SHALL BE 5HEATHED WITH 1/2 TYPE 2 �5HEARWALL5 SHALL BE 5HEATHED WITH 1/2 2'-O" 1 2x4 1 1 1 1 PLYWOOD ON THE EXTERIOR ATTAGHED WITH Sd PLYWOC)D ON THE EXTERIOR ATTAGHED WITH 8d BOTTOM PLATE TO FLOOR JOIST, BAINDJOAST, ENDJOIST 1&2 GOMMON NAIL5 AT 3" OG AT PANEL ED6E5 6" OG IN GOMMOTN NAILS AT 3" OG AT PANEL E06E5 6" OG IN D 4'-019 2x4 2 2 2 2 OR BLOCKING (FACE-NAILED) 2-i6d PER FOOT �� B E I I THE FIELD,AND I/2 OYPSUM WALLBOARD ON THE I � THE FIELD,AND I/2 GYPSUM WALLBOARD ON THE 6 -0 6 (2) 2x4 3 3 3 3 FLOOR FRAMING INTERIOR ATTAGHED WITH 5d COOLER NAIL5 AT T OG INTERIOFR ATTAGHED WITH 5d GOOLER NAIL5 AT 1" OG C 8'-0" 8 (2) 2x4 3 3 3 3 w JOIST TO SILL., TOP PLATE OR GIRDER (TTOE-NAILED) 4-8d PER JOIST AT PANEL E06E5 AND 10" OG IN THE FIELD.BLOGK AT PANEL ED6E5 AND 10" OG IN THE FIELD.BLOGK 10 -0 10 2 2x6 4 4 4 4 0 U 50LID AT ALL PLYWOOD JOINT5. 50LID AT ALL PLYWOOD JOINTS. BRIDGING TO JOIST (TOE-NAILED) 2-8d EACH END BLOCKING TO JOIST (TOE-NAILED) 2-8d EACH END HOLD DOWN �� I HOLD DOWN II HOLD DOWN F 12 -00" 12 (2) 2x6 5 4 5 4 CL BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16d EACH BLOCK 5EE PLAN SEE PLAN 5EE PLAN 11DRWG. BY: J. ILLIG LEDGER STRVP TO BEAM (FACE-NAILED) 3-16d EACH JOIST NOTATION CHK. BY: JOIST ON LEDGER TO BEAM (TOE-NAILETD) 3-8d PER JOIST NON PERFORATED SHEAR WALL PERFORATED SHEAR WALL A) NUMBER OF 8d NAILS AT EACH END OF THIS DRAWING,PREPARED FOR THE SPECIFIC PROJECT BAND JOIST TO JOIST (END—NAILED) 3-16d PER JOIST STRAPPINGS INDICATED IS AN NSTRUIvENT OF SERVICE AND TIE TYPE I /� HEARWALLTYPE ^ /1 HEAR WALLPROPERTY OF S PR O I BED. N Y SMITH TIONGBvENT BAND JOIST TO SILL OR TOP PLATE (TOTE-NAILED) 2-16d PER FOOT v^ 1 �"/' B) NUMBER OF SILL STUDS ON FLAT (DOES NOT OR ANY USE OF THIS DRAWING FOR ANY OTHER ROOF SHEATHING APPLY TO DOORS) PROJECT IS PROHIBITED.ANY ALTERATION OR REPRODUCTION OF T14S DOCLLENT IS ALSO PROHIBITED STRUCTURAL PANELS (SEE SUCTION ZONE ISOMETRIC DETAIL) C) NUMBER OF FULL HEIGHT KING STUDS AT EACH WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT OR ENGINEER 4 FT PERIMETER ZONE PANEL EDGES 8d 5 6' o.c. 5HEAR WALL5 p) NUMBER OF 16d NAILS END NAILED THROUGHSIDE OF HEADER 4 FT PERIMETER ZONE AT INTERMEDIATE SUPPORTS IN PANEL FIELD 8d 12' o.c. ADJACENT KING STUD TO END OF HEADER INTERIOR ZONE PANEL EDGES 8d 5 6' O.C. low INTERIOR ZONE INTERMEDIATE SUPPORTS' 8d 12' o.c. E) NUMBER OF JACK STUDS AT EACH SIDE OF OUTLOOK BLOCKS 8d 4" o.c. TOP PLATE HEADER 5PLIGE LENGTH F) NUMBER OF 16d NAILS END NAILED THROUGH GYPSUM WALLBOARD CEILING SHEATHING 5D COOLERS 7' EDGE / 10" FIELD SIDE. ADJACENT JACK STUDS TO END OF SILL AT EACH TOP PLATE SPLICE RE-5 B4 MENTS TOP PLATE SPLICE REQl546-ONE 6URT011*6fU�tnDT�S�"IITtI FOR WIND-EXPOSURES BAG-ONE FOR WIND-EXPOSURES B+fG-ONE WALL SHEATHING STORY SLAB ON GRADE ALL OTHER CA5E5 BUILDING,DIMEN51ON MINIMUM 5PLIGE BUILDING DIMENVON MINIMUM SPLICE STRUCTURAL PANELS (SEE SUCTIO)N ZONE ISOMETRIC DETAIL) LENC,TH LATH nr sirecru izOwainnRina 4 FT PERIMETER ZONE PANEL EDGES 8d 6 6' O.C. 12'-0" 3'-0" 12'-0' 2'-0" /' 2M MIN S'" 4 FT PERIMETER ZONE AT INTP.FMEDIATE: SUPPORTS IN PANEL FIELD 8d 12" o.c. 1(6'-0" 4'-O" 16'-O" 3'-0" EXTERIOR WALL OPENIN �f' REQUIREMENT5 PATCW)GUE, N.Y. 11772 INTERIOR ZONE PANEL EDGES 8d 6 6' o.c. 20'-0" 5'-0" 20'-0" 4'-0" �•�1' (631) 475-0349 INTERIOR ZONE INTERMEDIATE SUPPORTS; 8d 12' o.c. 24'-0" 6'-0" 24'-0" 41-o" FAX 475-0361 GYPSUM WALLBOARD 5D COOLERS 7" EDGE / 10" FIELD 28'-0" T-O" 28'-0" 5'-0" FIBERBOARD PANELS 7/16" THICK 6d 3 3" EDGE / 6" FIELD 32'-0" 8'-0" 32'-0" 6'-0" SIDE OF I.TABULATED SPLICE LEN6TH5 ASSUME TOP PLATE-TO-TOP-PLATE CnI EXISTING SHADED AREA 25/32"THICK 8d 3 3" EDGE / 6" FIELD CONNECTIONS U51NG 2-Ibd NAILS PER FOOT,FOR SHORTER SPLICE 36'-0" -0" 36'-0" 7'-0" S8T24'50"E DWELLING FLOOR ALTERATINDICATES ION PARTiCAL BOARD PANELS Bd SEE MANUFACTURER LEN6TH5,THE NAIL SPAGIN6 SHALL BE REi MED IN ORDER TO , , „ ,- „ 210.18' AREA 401-0" III-Oil" 40'-011 8 I O'I LINE OF EXISTING EXISTING FLLOOR SHEATHING SUBFLOOR PROVIDE AN EQUIVALENT NUMBER OF NAILS FIRST FLOOR DECK + ( ) 50-0 13-O 50-0 10—O LINE OF EXISTING SHED R 2.TABULATED SPLICE LEN6TH5 A55lJME A BUILDING LOCATED IN STRUCTURAL PANELS UP TO 1" THICK 8d 6" EDGE / 12' FIELD EXPO=�RZE B 60'-O" I6'-O" 60'-0" 12'-O" SECOND FLOOR N ED A MORE THAN 1" THICK 10d 6" EDGE / 6' FIELD ALCONY CROSS HATCHED AREA 3.TABULATED 5PLIGE LENGTHS ARE BASED ON 8 FOOT WALL HEIGHTS "10'-0" IQ'-0" ?O'-0" 14'-O° 4,0.1� OF PROPOSED NAILING NOTES FOR OTHER HEIGHTS,H THE TABULATED UNIT LATERAL.LOADS SHALL BE 80'-0" 22'-0" 80'-O" I(,'-0" CONCRETE PATIO l I)NAILING REQUIREMENTS ARE BASED OI`V WALL SHEATHING NAILED 6" OC AT THE PANEL EDGE. IF WALL SHEATHING IS APPROXIMATE ,LR p' MULTIPLIED BY W8 SHORE LINE APPROXIMATE NAILED 3" OC AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES. NAILING REQUIREMENTS FOR STRUCTURAL 4'k'',S MEMBERS SHALL BE DOUBLED, OR ALTTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN WETLANDS LINE THE LOAD PATH, 4.TOP PLATES SHALL BE A MINIMUM OF 5TUD GRADE MATERIAL 2)WHEN WALL SHEATHING IS CONTINUOUSS OVER CONNECTED MEMBERS, THE TABULATED NI'MBER OF NAILS SHALL BE '= PERMITTED TO BE REDUCED TO 1-16cd PER FOOT 3)CORROSION RESISTANT 11 GAGE ROOFFING NAILS AND 16 GAGE STAPLES ARE PERMITTED. CHECK IBC FOR ADDITIONAL I T > 4 O� REQUIREMENTS. o o 1 6 51 �,-A y 4)ALL QUANTITIES ARE BASED ON 16" 0)C SPACING FOR RAFTERS, JOISTS AND STUDS : EXISTING BRICK 41.6' } OF N��, 5)FOR ROOF SHEATHING WITHIN 4 FT OFF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF TOF PLATE 5FLICE REaUIREMENT5 WALK AND THE ROOF PEAK, THE 4 FT PERIMETEFR EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. RETAINING WALL o JAMES O 6)FOR WALL SHEATHING WITHIN 4 FEET iOF THE CORNERS, THE 4 FOOT EDGE ZONES ATTACHMENT REQUIREMENTS CREEK 2 SHALL BE USED. REAR OF g EXISTING J DWELLING PROJECT STRAPPING SCHEDULE E3 136.2' EXI8 T OF NORTH SEAMAN RESIDENCE LOCATION STRAP TYPE CC) WELLING o PROPOSED ALTERATIONS 0 co NOTE:PLOT PLAN INFORMATION TAKEN FROM SURVEY BY Z '� ROOF ASSEMBLY TO WALL ASSEMBLY SEE DETAIL 1 SHEET A2.05 JOHML SCHNURR LAND SURVEYOR DATED OCT. 10,2009 SIDE OF N MATTI1UpCNY WALL ASSEMBLY TO WALL ASSEMBLY SEE DETAIL 3 SHEET A2.05 EXISTING DWELLING WALL ASSEMBLY TO FOUNDATION SEE DETAIL 2 SHEET A2.05 R-40 NONCONVFORMING LOT REQUIREMENTS EXISTING DWG TITLE LOT AREA(SF) %LOT FRONT YARED SIDE YARD BOTH SIDES REAR YARD WETLANDS SETBACK POOL i)COVERAGE NOTES AND DETAILS AREA /��� /'�I � I �ttO�^ 20,000-39999 20% 40 Fi 15 FT 35 FT 50 FT 75 FT EXISTING f`./_ f`./_I`/fl L I I V] PROPOSED POOL PATIO 31500.3 1 13.77 41.6 FT 28.2 FT 90.5 FT 136.2 FT 40.1 FT �� SCALE: AS NOTED AREA OF BASEMENT LIVING SPACE -- 101189 SF DATE: 8-8-11 AREA OF FIRST FLOOR LIVING SPACE = 1136.44 SF 10 FT R.O.W. ------ AREA OF SECOND FLOOR LIVING SPACE = 1182.99 S8T24'50 SF E 21018' BD P/U DATE: BID DATE " TOTAL LIVING SPACE AREA = 393132 OF PROP05EID PLOT PLAN FILE NO: os-W SCALE i" =30'-O" A-2.00 OF 1 REV. DATE ITEM NO. B A G A5.01 A5.01 5 01 EXISTING BLOCK RETAINING WALL AND <E Y FLAN STEPS NO SCALE — — — — — — — — — — — — — — — — — — — — — — TYPE 2 SHEAR WALL EXISTING RETAINI EXISTING BRICK PATIO WALL EXISTING WOOD POST EXISTING BRICK PATIO LINE OF EXISTING DECK ABOVE EX15TIN EXISTING 31-0"X6'-8" 3'-0"X(o'-8" I cA DOOR 58'4" DOOR u 11'-11 j" Iv-14" -6$" IT-18" 2 10 'Q EXISTING 2-2X10 MIN EXISTING 2-2XIO HDR MIN t CONTRACTOR SHALL V.I.F. I V O }L Q- CDHtP2020 CDHTP2020 (2)CDHtP 3026 CONTRACTOR SHALL V.IF. In _ F_ 2-2X8 HDR MIN 2-2X8 HDR MINL EXISTING 2-2XI2 Lu CONTRACTOR V.IF. CONTRACTOR VJF. CONTRACTOR SHALL V.IF. "' 0 LINE OF LINES UP WITH HOLD �� FOUNDATION DOWN FROM FIRST FLOOR 4 WALL 21-I " All �� 45�� �� 45�� --� u- S 21-10 g 3-10 8-5 4�� 8 U - � � � Q ul LINE OF 3" DROP IN '� Q- Lu in CEILING I o = U1 O EXISTING BATHRM �L.� �O' Q0-- T O N I Z R M n/ 3 V17 3'-O'X V-8' O C,4 I —1 Lu Q - 0--_ EXISTING RECREATION AREA EXISTING RECREATION AREA - N X � tlJ PROPOSED CARBON Lu pr Lu ts fE STEEL PLATE TO ETOR LL ADD ACH SIDE 4'OF 9' h1G`lOXIDE ALARM m"'a w EXISTING GIRDER FOR THE ENTIRE PP�GPOSED a — U ,n u LENGTH OF GIRDER OR ADD ONE SMOKE DETECTOR — _ UJI Y 1-3/4" X 9-1/4"MICROLLAM t0 EACH — — — —ix — CDSIDE OF 7NE EXISTING GIRDER FOR ❑ EXISTING LAUNDRY1 —THE ENTIRE LENGTH OF THE G RDERCABINETS PROPOSED ABOVE EXIST BOILER RM 6'-0° 4" 3'-0°WOOD EXISTI DRWG. BY: J. ILLIG TYPICAL OF 10 POST P (3)2XI0 z,-e,X b,8, CHK. BY: DOWN TO EXISTING m 0 GIRDER GIRDER THIS DRAWING,PREPARED FOR THE SPECIFIC PROJECT d 91 :•: .:::::•:::: ::• :• ::•:::::::: •::::: ::::•::.:•::.::•::. :• :: :::. = INDICATED IS AN NSTRMNT OF SERVICE AND THE EXISTING RETAINING WALL -- -- - -- - jING - - --c - -- --$- - -�—- -- - .....:...:: ::::...........:....:::..:...:.. ..:::.... ...:................ PROPERTY OF BURTON,KHRENDT,SMITH.N N J L L� 7 L OR ANY USE OF THIS DRAWING FOR ANY OTHER — PROJECT IS PROHIBITED.ANY ALTERATION OR REPRODUCTION OF THIS DOCUMENT IS ALSO PROHBITED 6'-11" 8'_3" $'-3° �'-1° �'-11u $'-12" 0 WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT OR ENGINEER U EXISTING STORAG AREA EATING 3" DIAStEEL COLUMN EX15TG 0 1 ON REPUTED 24" X 24 X 12 I I LINIE OF 3 DROP IN SMOKE OPO CONC FTG.TYPICAL OF 5. CE:ILING DETECTOR N x m o 15'-24° TE CONTRACTOR SHALL Y.I 8'-11" I 148" 2'L. -44" P�O uuj n o x - 44° _ a l'S �i� 1xU M EXISTING STORAGE AREA - NPTOn o bffiQtnDToSMITH X _ Sr -104 PROPOSED WOOD Y R I POST FROM ABOVE `" nRenireerut2t O tnainzeQina EXISTING UTILITY TYPICAL OF 6 POST u'�`A, �r_ LINE OF 3" DROP IN DOWN TO FOUNDATION PROPOSED 10 DIA 244 nAAIN . CEILING CONCRETE SONOTUBE a PATCI-IME, N.Y. 11772 ....JL_ FOOTING TYPICAL OF 3 c; (631) 475-0349 FAX 475-0351 EXISTING CONCRE ;� all FOUNDATION WALL 46'-9" P11,114011 1'-0" 1'-6" 48'-1" 10'-0" AFjC 4z �.f( A T� 165AA . y0 OF NE�`1 l7� NOTE: SEE SHEET A 220 aAA_�_ PROJECT FOR SHEAR WALL - '��SIDENf B A G DETAILS FROPOSED ALTERATIONS A5.01 A5.01 A5.01 - MATtITIIGC NY 1�1 � AT 1 COI �LPLAN ������ DWG TITLEP�O OS �0E T NOTE: ALL NEW WINDOWS AND DOORS SHALL PROPOSED FOUNDATION PLAN _ AREA OF LIVING 5PACE 10 11.013 6F 1/4II=1'-�" BE MARLIN STORINATE 1PLUS 173 BEITH IG LOW E Il EXISTING WALL ARSON LAMINATE U=035 OR BETTER IN LIEU OF IMPACT RESISTANT GLAZING X" WOOD PROPOSED WALL STRUCTURAL PANELS WITH A MAXIMUM SPAN OF - _ _ _ _ - REMOVE WALL SCALE: AS NOTED - `-• -"�� - 8 FT MAY BE USED IN ACCORDANCE WITH &8-11 CABLE R3.012.12 OF THE NYSRBC.SEE SHEET ® PROPOSED WOOD POST DATE: !� J A501 FOR CABLE. PROPOSED HOLDOWN SIMPSON HDUS-SDS2B BID P/U DATE: 51D DATE '( j FILE NO: �-� A-2.01 OF G � REV. DATE ITEM NO. A5,01 45.01 5,01 KEY FLAN EXISTING DECK RAIL NO SCALE -511" 3-6 1� 3-6 11 1'-11311 9'-11%, 3 �� 3-6 8 4 8 -6 EXISTING DECK TYPE 2 SHEAR WALL LINE OF EXISTING - - - BALCONY ABOVE,, < I O - L CUDH 3226 CUDHI 3226 CUDH 3226 CGUSFD6066 CUDH 3226 CUDH 3226 CUD 3226 wHt 3214 CUSFD6066 �" Z - - - 2-2X10 HDR 2-2XI0 HDR 2-2XIO HDR (2)1-3/4" X< 9-I/4" 2-2XIO MDR 2-2X10 HDR 2-2XI0 HDR 2-2X10 Hp (2)1-3/4"X 9-I/4" u Lij MICROLLAIM HDR MICROL AM HDR �- iL o � NEW WINDOW SEAL a X AS PER OWNER l 24'-54" 4g° 14'-211 48' O O IS'-0" 4 �m NLl - O Q «, - � L1 M CID ; EGRESS DOOR WITH OSED 3 FT pNEW � 2-2X8 HDR Q" ` EXISTING DINING RM ;n EXISTING KITCHEN N +n OtL� o EXISTIN ' ; FIREPLACE U- Q i EXISTING LIVING RM _ EXISTING STEPS 1 x X N � n N z USE THIS WALL FOR NEW Lu z PLUMBING t0 ABO � U w PROPOSED WOOD PROPOSE n � n PRROPOSED (2) POST FINISH AS SMOKEO E:D Lu -' Q 1-'.3/4"X9-1/4" PER OWNER 9)I� DETECTOR I ,�,�� � o MIICf'.OLLAM HDR v �D I EXISTING PANTRY w om EXISTING BATH � ° I � �, DRWG. BY: J. ILLIG n WOOD POST DOWN t0 4 CONTRACTOR SHALL 0 � - 8'-8" 8 l'-0" w � CHK. BY: EXISTING GIRDER DN UP M a- a TYPICAL OF 10 'LLL - _. FIELD FIT PLUMBING THIS DRAWING,PREPARED FOR THE SPECFIC PROJECT PROPOSED POSTS 2-2XI0 4DR I CHASE INDICATED IS AN NSTRUNENT OF SERVICE AND THE -- PROPERTY OF BURTON,BEHRENDT,SMITH{INFRNGENENT ~ CDHTPIbIb N OR ANY USE OF TFCS DRAWING FOR ANY OTHER PROPOSED ``-' c0 MI'd� PROJECT IS PROHIBITED.ANY ALTERATION OR SMOKED I I o I .... I I I �+ I 2-2X6 HDR � 0 REPRODUCTION OF THIS DOCUMENT IS ALSO PROHIBITED 0 I I I �r I'I CRO HAt D 1 I 1 1 6 -' WITHOUT THE VMTTEN CONSENT OF THE ARCHITECT DETECTOR OR ENGINEER o A A OP TO +- �- U -' Q I N Q o 2n2X10 FLOOR JOIST o I o BO o) I o o N o n a o r - _ CR S HA HED _ oc I x 1 PRO SED I �I ST B I I =x z I o I I I 511 I 3 I N I LINE OF PROPOSED SECOND ph rvb A" A O N TO o CONOON E AL I-11 4$ $ -118" o i NOTE: ALL NEW WINDOWS AND DOORS SHALL C " _ FLOOR ABOVE 29 Kim BE MARVIN STORMPLUS IZ3 WITH IG LOW E 11 BI PRO E DOD ER (0 O ie < Y _ 0 _ N N Lu `v ARGON LAMINATE U=035 OR BETTER IN LIIEU XI I X I - ISTIN OYE I I NI a� N�IcA �q I4 EDGE OF PROPOSED PATIO r OF IMPACT RESISTANT GLAZING X" WOOD X 0 O 4a I `� X r I I T' N n I I I � I I N �I STRUCTURAL PANELS WITH A MAXIMUM SPAW OF �^�� N EN 5 4'-101 4�'-" ' CRO t- D x IQ 8 FT MAY BE USED IN ACCORDANCE WITH z W 15 4g ' " °� 2 8 IV 4 I I A OPO P p D I Lu X 6U RT011 o bf ti Rfl1 DT o SMITtI TABLE R3.012.12 OF THE NYSRIBC.SEE SHEEET X z I 1 FI D VE Y TD IZE I I HOU DO R I p 2X8 CEDAR ARBOR Hp A5�1 FOR TABLE. L' V-- - -- - I IIf WIN TRY OOR D I I it ,. m�I -- -- flRcnirccruPC O inaincemina 2-2XIO FLOOR JOIST EXISTIN BATH ROPOSED l- 2 2X10 FLOOR JOIST 4X4 ACQ WOOD POST _ 24,Q �$T N $T SMOKE O ' ENCASED IN DECORATIVE _� PATCHME N Y 11772 I o i I I TECTOR z COLUMN.TYPICAL OF 3 WINDOW AND DOOR COMP'L 1,4NCE CHART 2-2X10 HDR - 1Z"RD , tl 2-2X10 HDR (631) 475-0349 FAX 475-0361 MODEL NUMBER SQ FT LIGHT SQ FT ,41R EGRE55 SF EGRE55 Y/N (2)CUDH 2632 (2)CUDH 2632 TYPE 1 SHE><AR WALL TYPE I SHEAR WALL CUDH 322(o 10.-12 5,-1(0 5,-I6 TES 01 ---® 1'-/_'I 1'-011 1'-6" CUDI-1 301(0 &.00 3.19 3.19 NO SEE FRONT ELEVATION FOR DOOR AND WINDOWS ABOVE CUSFD (o0(o(0 23.80 14,43 14,43 �'ES DOOR MODEL NUMBERS01 �ED A CUDH 3(022 10.16 5,38 5.38 NO 10'-a8" 16'-283" 13'-3s" 4" P CUIFD 6268 22.31 11.38 17.38 YES CUDH 2632 10.12 5.91 5.91 TES rr��Q Oq� r CUDH 242(o 1,.95 4.41 4.41 NO F N �� CDHTF 3214 5..5(0 2.94 2.94 NO CDHTf= 161G 3-10 1.93 1.93 NO B A G PROJECT CDHTP 2020 4..98 2.82 2.82 NO 501 A5.01 A501 SEAMAN RESIDENCE '{CDHTP 302(o 10.02 5.44 5.44 NO PRZPOSED ALTERATIONS i NOTE: SEE SHEET A 2.00 M`TTITIJCK NY CDNTP 4020 10.24 5.39 5.39 NO LEGEN D FOR SHEAR WALL CUSTOM CIRCLE TOP 8..9 +/- NON-OPERATIONAL NA NO DETAILS DWG TITLE i PROPOSED FIRST FLOOR PLAN CUSTOM TRANSOM 14.4 +/- NON-OPERATIONAL NA NO EXISTING WALL CUIFD2(o(o(0 830 13,2E 13,25 Yr=6 PROPOSED WALL SCALE: ,45 NOTED - _- -_ -_ -_ = REMOVE WALL DATE: 8-8-11 FIROP06F.,D F1 6T FLOOR FLA I�I� ■ PROPOSED WOOD POST BID P/U DATE: 510 DATE PROPOSED HOLDOWN SIM 50N HDU8-SD525 AIRE A - 1 13 ( ,4 14i\ FILE NO: /fit A-2.02 OF i I I REV. DATE ITEM c'3 A G — i 11 3'-37IS 11 3'-6" 31�1_/11 Il'-3$1 Il'-1 -9g11 61_p31 4-811 � i J4 14'-10" TYPE 2 SHEAR W LL EXISTING!BALCONY CUDH3226 CUDH3226 CUDH322 CUDH3016 CU5FD6066 CUIFD2666 CUDH3226 2-2 2-2X10HDR -- 2-2XSNDR 2-2XSHDR 2-2X8HDR 2-2XSHDR a =ice FUR OUT 411 2-2XSNDR z SH 4„ WALL 13'-94" 411 21_011 21_O11 411 13'-1 " o N �n TUB`r KEPI' PLAN N N vo Il$° BEDRM CLO CLO BEDRM NO SCALE � _ 11_QII o MASTER BED RM _ MASTER BATH* EXISTING FIREPLACE SSMMOKE PROPOSED ml� ,n DETECTOR ' 3 PROPOSED NEW - p IV-02" 411 4'-14" O 4' 1 HEARTH - "' 3-2X12 RAFTER N J \ cq o e I NON-BEARING� NON-BEARING 4-2X12 RAFTER x `r N I �1-3/4"Xi4" I I WALL I x x I WALL N C] w MICROLLAM w �, �' \I n N < N o I RIDGE +� I X I\` o� I PROPOSED 1 111 Z a- -1 In N I a 11 CARBON I PROPOSED I 2-44 \ ' N x PROPOSED 36 I MONOXIDE 5h10KE� N CLO �Oi O� N z Q I`� 'A I PROPOSED I s NIGH HAND RAIL ALARM I DETECTOR I s. � — _ _ _ + o u Lu I 3-2X12 HDR _ I N SMOKED 3-2X12 HDR - 3-2X12 HDR _ I p, 6e 9-8 DETECTOR 4-2X12 c\ , I �, Q 111 l L C I %'l`I �. 6. BATHf— `<' ► �rr �ti RAFTER �{ I �+ I E RI G ;�+�'�4' L•?�-� +6 •�� 1 +��V� L4UALL I �w\r I o,�\ I X e. O 2'-e'X V-e' I -Fti I DN SEAL = L� U r sr cv V-0"X 6'-B'3 PAF�L SLIDMfs D001 I �, / I HOWELLJ FE (2) -3/ X11-7/. �1 2-2X10 HDR � "` � � e -0 I L_ _BEARING 11 HA ED BED EA O N I 6' 3'-0' TUB 'Q 0_ .�_A Q c` 2Xio1 � WALL uilo, OPO 360 6 (2)1-3/4"Xll-l/8"IIk I 113'X3' ATTIC C� O 61 Q '� ':.OG .. ®•.16 O WIC � . HIGH UA MICROLLAM, tK 'ACCESS � r I I I I PANEL w 1 311 5 HDR { 1. 2-2XIO HDR Qn, _ I '1-18 6" ! I'-10" (6- 3'X3' ATTIC I I `-r tr SHELF I SHEL I I r I I ACCESS X u, �„i �„ ATTIC _ f ,m REEL I`I I V X t CRO NA ED X PROPOSED - i N TO YER ELOI 4 I I I DOG HOUSE ATTIC I I DORMER SEE tCHE RE PEN I - I 12 RR 2 RR I I DETAIL U PROPOSED TO B OW DOG HOUSE p 8/A2.05 OR -2X R DORMER SEE n L1J DETAIL CUDH3622 ' r R.. CUDH3622 MIS 8;4205 12 RR I 2 2 IRR DRWG. BY: J. ILLIG CISg I6 OC I „_O 2- cm CHK. BY: ND SEE FRONT ELEVATION 2,_5J,1 THIS DRAWING,PREPARED FOR THE SPECIFIC PROJECT 2'-5Y" it-FOR WINDO11 MODEL 4 INDICATED IS AN N SEME AND THE PROPERTY OF BURTON BEHRENDT,SIATH.INFRINGEWNT NUMBERS PE I SW OR ANY USE OF THIS DRAWING FOR ANY OTHER TYPE 1 PROJECT IS PROHIBITED.ANY ALTERATION OR ROOF LINE , , ROOF LINE REPRODUCTION OF THIS DOCUKENT IS ALSO PROHIBITED i WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT yI y ''yy - y 'y OR ENGINEER 11 6'-b`11 31-1111 31_1111 �}1-1311 41-2111 3'-I II 31_ylll 131-�1,11 8 J 2 J I12 II s EQUAL It EQUAL LLS 12 IIZ 8 (O' '06. NOTE: SEE SHEET A 2.00 FOR SHEAR WALL 48'-1" 10'-0" DETAILS NOTE: ALL NEW WINDOWS AND DOORS SHALL L EGEND. BE ARGON LAMINATEIN EUU-=035zOR BETTER N LIEU DURTOn o MIN QfnDT*-%ITO OF IMPACT RESISTANIT GLAZING X" WOOD EXISTING WALL 4 STRUCTURAL PANELS, WITH A MAXIMUM SPAN OF G -- --- — PROPOSED WALL n e uQe O icrsatnicccaina 45.0 A5 ml 8 FT MAY BE USED INd ACCORDANCE WITH A5 01 = _ _ _ _ = REMOVE WALL 244 EAST IVIANN ST. TABLE R3.012.12 OF TFHE NYSRBC.SEE SHEET PATCHOC-�l�E, N.Y. 11772 ' A5Id1 FOR TABLE. ■ PROPOSED WOOD POST O PROPOSED HOLDOWN SIMPSON HDUS-SDS2.5 (631) 475-0349 COS!1) FLOOR FLAN FAX 47540361 E \ 1/41I ,'—OII NOTGH DEPTH < 25% D HOLE DIAMETER < 40% D OUTER 1/3 OE 51N6LE 5TUD 5PAN ONLY D D A p NEW 4" VENT THRU ROOF STUD SEE DETIAL 7 /A2.05 PLATE HOLE DIAMETER Q > 40% < 60% D 2" VENT 2" VENT STUD OUBLE HOLE EDGE LAV. I FFA771AV. D 15TANGE > 5/8" Op N 11 W G W G REROUTE EXI5TIN6 I I/2 OWER TUB I I/2 OI,,ER .NB VENTS AS REQUIRED OUTER 5PAN 0 BIRD OF 5EGOND FLOOR 2" J 2" 2" 2" PROJECT 311 311 GO PROPOSED ALTERATIONS GO MATTM=NY DWG TITLE TIE INTO EXI5TIN6 5ANITARY TIE INTO EXI5TIN6 SANITARY 1/4 J015T 11 PROPOSED SECOND FLOOR PLAN - DEPTH, MAX. 2 MIN / Co 1/3 J015T EXI5TIN6 5ANITARY J DEPTH' MAX' SCALE: 45 NOTED TO EX15TIN6 APPROVED SYSTEM 1/3 J015T 8-8-11 DEPTH, MAX. /6 J015T DATE: 51D DEPTH MAX. BID P/U DATE: BID DATE FILE NO: FLUM5ING R15ER NOTCHING AND 50RING DETAIL � A-2.0%1 r� REV. DATE ITEM NO. (q- Sd nails each end) U5E A MINIMUM OF 5lmpson Strong-Tie (4- Sd Halls each end) TWO Sd NAILS TH 15 FLUTH '� �G520 strapping r 10, 51DE OF RAFTER ® I6" o.c. LENCTH lo" TOTAL FOUR Sd NAIL5 INTO RAFTER r� GL R �A" 5PAN ° P 112 -3X3 BEARING PLATES UNDER NUT ry TWO Simpson Strong-Tie ` TH NAIL5 ° 5/8" DIAM G520 strapping INTO °° X 12" LON6 ® l b" o.c. 9 r. PLATES ANCHOR BOLTS �'"Do ° KEY FLAN Provide minimum 15/8" Simpson Strong-Tie ® 24" O.G. Ia end distance No SCALE EIGHT H7 4 12" FROM GORNER5 Sd NAIL'.5 ; :i. Equal number of INTO LAP STRAP UNDER ;,, :.' specified nails In Simpson Strong—Tie STUD 51LL PLATE AND each end PROVIDE 51LL SEAL (4- 8d na115 each end) MAY BE INSTALLED ON BETWEEN STRAP AND TERMITE 5HEILD BACK FACE OF HEADER [:)ETAIL 1 DETAIL 2 DETAIL 3 DETAIL 4- CIA NT5 cf) U � z C1 � � X RI06E BOARD a W 4' PERIMETER ZONE TRIPLE � � METAL GAP FLA5HIN6 a PANEL FIELD NAILING O 4 4" OG NAIL 5PAGIN6 TRIMMER RAFTER ® PIPE MIN. 2 � LL LU PLYWOOD IN51DE PIPE 4 5OLDER Q O OUTLOOK BLOCK LAPSEAM ® EXTERIOR METAL BASE RAFTER O- 4" OG NAIL 5PAGIN6 FLA5HIN6 5LEEVE _ 5EALENT @ ROOF 4 PIPE PENETRATION • o A5PHALT 5HIN6LE5 VAPOR BARRIER EXTERIOR PLYWOOD 5HEATHIN6 0 WOOD J015T5 LU ¢ (5EE PLAN FOR SIZE) DOUBLE I' MAX Ur r HEADER OO 2" MIN SIDE COVER 6ABLE END WALL WOOD BRID6I4 a- � PB66 FASTEN AS PER MANUFACTURES SPECS. DRWG. BY: A USE STAINLESS STEEL CONNECTION CHK. BY: THIS DRAWING,PREPARED FOR THE SPECFIC PROJECT INDICATED IS AN NSTRLKNT OF SERVICE AND THE PROPERTY OF BU2TON,BEHRENDT,SMITH INFRINGF1kNT DETAILDETY41L DETAIL DETY41L OR ANY USE OF DRAWING FOR A OTFFRPROJECT IS PROHIBITED.ANY ALTERATION ORREPRODUCTION OF THISMS DOCUM NYENT IS ALSO PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT OR ENGINEER 2"x4" CONTINUOUS LATERAL BRACE AT 6'o.c. GEILING J015T 2-I0d NAILS SABLE END WALL DUPTOn btflQfnDT�SIAITH ENDWALL DOUBLE HEADER 10-8d NAILS A OUBLE mcniTrcrupr O rnalnccRlna TRIMMER 244 EAST MAIN ST. 2 INCH AIRSPACE RAFTER • 1 BLOCKING B FRAM NCHIMNEY PAT(631) 47 N.Y. 11772 O 31 5-0349 FAX 4754)361 5d COOLER NAILS AtT 10 o.c 2"x4" BLOCK NAILED TO EACH JOISTS BRACE WITH 4-I0d NIAILS (5YPSI,)M BOARD 5d COOLER NAILS A'T T" o.c. 20 GAGE STRAP RAFTER �C) 10-8d NAILS BLOCKING 4U -� DOUBLE WALL STUDS ,~- r D;j FACF_ NAILED 10-8d NAILS EADER 5ection A-A 1551 h y0 + OP NN ` DETAIL 13 IDETY41L 10 DETAIL 11 LM PROJECT SEAMM RESIDENCE FWFO ED ALTERATIONS MATT TUCK NY DWG TITLE PETAILS SCALE: AS NOTED DATE: 6-6-II BID P/U DATE: BID DATE FILE NO: 09"384 A-2.05 OF REV. DATE ITEM N40TE: THE BASEMENT OF THIS DWELLING AS PER NYSRBC NO. LINE OF OLD ROOF Ili NOT CONSIDERED A STORY ABOVE GRADE BECAUSE: U) THE ENTIRE FIRST FLOOR IS NOT(o FT ABOVE THE FINISHED GRADE. 29 THE FLOOR ABOVE THE BASEMENT IS NOT 6 FT SEE DETAIL 1O/A205 FOR ABOVE FINISHED GRADE FOR MORE THAN 50 FRAMING AROUND CHIMNEY j PERCENT OF THE TOTAL BUILDING PERIMETER LINE OF OLD ROOF 33)THE FLOOR ABOVE THE BASEMENT IS NOT 12 FT LINE OF OLD WINDOW ABOVE FINISHED GRADE AT ANY POINT. - - - - - - - - - _ - rHEREFORE NO AUTOMATIC SPRINKLER SYSTEM IS REQUIRED RAKE OVERHANG SEE AS WOULD BE REQUIRED BY SECTION R313.5 NYSRBC 12" CUSTOM MARVIN STOW PLUS BUILT-UP PLATE ON FLOOR DETAIL 6/A2 05 12„ I CIRCLE TOP JOIST AT THIS LOCATION SEE l" ( R SECTION B/A5.01RAKE OVERHANG SEE � DETAIL (o/A2.05 6" WIDE RAKE BOARD ( RAKE OVERHANG SEE — — — — -- - - —- — — — L DETAIL 6/A2.05 REAR WALL —--- - - 1211 REAR WALL TOP PLATE TOP PLATE EI Ll -- I�❑❑❑ ❑❑� HARDIIESHINGLE SIDING = EXISTING BALCONY HARDIIEPLANK SIDING =, -- to KEY PLAN BUILT-UP PLATE ON FLOOR 1X8 HARDIETRIM FRIEZE BOARD 1 X 4" WOOD TRIM 1X4 H�4RDIE TRIM _ SECOND JOIST AT THIS LOCATION SEE - - FLOOR No SCALE N SECTION B/A5�1 CUSTOM MARVIN STORM PLUS TRANSOM WTO MATCH DOOR WIDTH INDOW :SECOND_ FLOOR_ - - - - - - - - - - - - - - - FIRST FL CEILING 6l - - - - - - - - - - - - - - - - - - - - —BUILT- P PANEL CONTRACTOR SHALL REMOVE \❑ FIRST FL I - - EXISTING TRELLIS JOISTS AND - - CEILINCu - LEDGER BOARD FOR THE - - `_ - ( I PROPOOSED TRELLIS OVER'.PROPOSED INSTALLATION OF NEW WINDOWS '��I PATIO) 0 AND RECONSTRUCT AS l i'i o l REQUIRED "' I BASEMENT = it CEILING +- FIRST U1 Z (I�hL II[E FLOOR 09 Z �,. FIRST FLOOR_ - - _ - ul LLI _ _ _ _ _ BASEMENT CEILING - Q - - - - - N GRADE I X 4" HARDIE TRIM AROUND WINDOWS TYPICALV_7cUIFD(o2(o8 LINE OF OLD GRADE ❑❑❑❑ ❑❑ ❑ ❑❑❑❑ LINE OF OLD EXISTING WINDOW WINDOW UEXISTING DECK ❑�❑ I ❑ ❑ ❑�❑ WINDOW � Q CN 1 X 4" HARDIE COMER BOARD TYPICAL I I -CE)1 GRADE-/ z u --� I III I I = I � _ �a ❑❑❑ ❑❑ ❑ ❑❑❑ =� I �; o ` IU ❑ I >� u a -- - - REPLACEMENT WINDOW I BASEMENT O TYPICAL OF 3. IS NOT �- - - -- -� GRADE REQUIRED TO BE STOW PLUS ( FLOOR _ - - - - - _ _ BA%EMENT FLOOR _ L - -- �- GLAZING - - - r — - - - - - - - - - - - - - - - - - - - - - - - - - - -� - - - - I - - - - - - - - - - - - p/ I MID POINT OF BASEMENT —1 FRONT ELEVATION Li NOTE: ALL NEW WINDOWS AND DOORS SHALL — — — — — — — — — — — — — — f- 1141I=1'-/III SL/ BE MARVIN StOR1PLU6 IZ3 WITH IG LOW E Il LEFT ELEVATION ARGON LAMINATE U=035 OR BETTER IN LIEU w VI OF IMPACT RESISTANT GLAZING Xe' WOOD 0 STRUCTURAL PANELS WITH A MAXIMUM SPAN OF 144"=1'-o" a �-EMEND CHIMNEY UP 8 FT MAY BE USED IN ACCORDANCE WITH DRWG. BY: J. ILLIG TABLE R3_012.12 OF THE NYSRBC.SEE SHEET A5.01 FOR TABLE. - z CHK. BY: 0 � THIS DRAWING,PREPARED FOR THE SPECIFIC PROJECT INDICATED IS AN NSTRMENT OF SERVICE AND THE PROPERTY OF BURTON,BEHRENDT, SMrrH_NFRNGENENT OR ANY USE OF THIS DRAWNG FOR ANY OTHER LINE OF OLD ROOF LINE OF OLD RO PROJECT IS PROHIBITED.ANY ALTERATION OR I \ \ REPRODUCTION THIS DO CONSENT IS ALSO PROHIBITED REPLACEMENT DOOR IS NO \ WITHOUT THE WPoTTEN CONSENT OF THE ARCHITECT OR ENGINEER REQUIRED TO BE STORM PLUS I 12" \ 6" WIDE RAKE BOARD GLAZING — - - - - - - - --1- - - - - - - - - -- - - - - - - - - - - � REAR WALL TOP PLATE - - _ \ REAR WALL TOP DILATE ULl—_ ' 6U RTOn o afU Pt DT SMIM 1H nRcniTecruRr*mainnRina -- 244 EAST MAIN ST -- I ❑ I EXISTING BALCONY PATcHOGUE, N.Y. 11772 —------ i LINE OF OLD ROOF (631) 475-0349 _ FAX 475-0361 - - - - - - --- - - _- - - --- _ - _ _ _ _ _ _ _ _ _ _ _ - _ SECOND FLOOR _ _ SECOND FLOOR_ - - - _ -- - - -- - _ FFIRST FL CEILING _ a _ _ _ - - - - - - - - - - - - - - FIRST FL CEILING ❑❑❑❑ - I;r "' NEW 3 Ft WIDE EGRESS DOOR I'I r I o EAR I - I I P. _ -;�__1--- ❑ ❑ ,I IF] a EXISTING DECKIII y 1 N- I - - - IRST FL _ O y OQ i - I - - - - FIRST FLOOR - - - SASE T CEILING �O p NJ 1 �� - - ENT CEILIWG - \ ❑❑❑ l-J❑❑ \ ❑❑❑ EXISTING WINDOW N STf: -- ------ \\ DFEl ❑❑❑ I \\ ❑❑❑ ❑�❑ �I� I NEW FINISHED 1 CONCRETEo I I o I _ I I GRADE I I PROJECT 0 0 ❑0❑ �� `� I ' I PROPOSED PATIO I I I SEAMAN RESIDENCE ALL � I U H1ND S19�NG ❑ ❑❑ EXISTING WINDOW ❑ PROPOSED ALTERAtiONS — - - - B3ASEMEN FLOOR - - - _ - - - _ _ I _ _ I BASEMENT FLOOR _ - - - - - - - Ll- - - - - _ _ - DWG TITLE EXISTI'ING RETAINING I I I I ELEVATIONS T7- - - - - - - - - - - - - - - - - - - - - - - - WALL !STEPS - �I- - - - - I� � � - - - - - � I- - - I � � - � - - - - - - - - - - -L --� I SCALE: AS NOTED I EXISTING RETAINING REPLACEMENT WINDOW DATE: 8-8-11 WALL TYPICAL OF 2. 15 REQUIRED TO BE STORM PLUS MID POINT OF BASEMENT BID P/U DATE: BID DATE EXISTING DOOR REPLACEMENT WINDOW EXISTING DOOR TYPICAL OF 2. IS NOT GLAZING r=LE\ A T t � I REQUIRED TO BE STC1d`!PLUS J�( FILE NO: 0'�REAR t!' ` I ! GLAZING RIGHT ELEVATION If REPLACEMENT WINDOW. IS NOT 1/4 i l=�'-0 I 1 REQUIRED TO BE STORM PLUS GLAZING I/4 n=�'_ n A-4.01 OF I i REV. GABLE END BRACE SEE PROPOSED CATHEDRAL ROOF CONSTRUCTION(TYPICAL) ! NO. DATE ITEM 1-3/4" X 14"MICROLLAM RIDGE BEAM GABLE END BRACE SEE DETAIL 9/A2 05 CONTINUOUS RIDGE PENT 3-2X12 HEADER ASPHALT SHINGLES RATED FOR 120 MPH UPLIFT DETAIL 9/=5 SET UP IN RAFTERS 15 "BUILDING PAPER 1211 1/2" APA RATED EXTERIOR GRADE PLYWD SHEATHING 1-3/4" X 14"MICROLLAM RIDGE BEAM ! 1° 2X12 ROOF RAFTERS AT 16" OC 1211R-30 BATT INSULATION WITH VAPOR BARRIER SIMPSON H-I 2X4 COLLAR TIES a 16" OC 1 CONNECTION SEE 2X10 CEILING JOISTS 6 16" OC STRAP RAFTERS TO STUDS RAKE OVERHANG SE I I DETAIL 4/A2.05 I/2"GYP BD. SEE STRAPPING DETAIL 6/A2.05 I�� I I�If,I If I„� I IX6 HARDITRIM BD FASCIA SCHEDULE VENTED HARDISOFFIT WITH 2X4 OUTLOOK BLOCK 1211 2-2X8 HEADER OVER I I I I I I I I I I I I I Iloll PROVIDE LEADER AND GUTTERS CIRCLE TOP WINDOW 1" _ I I I I I I I I I I I I I I 2X6 6 I6" OC FOR - PROVIDE DRIP FLASHING h TRAY CEILING 1'-9" HDR MIN (2)1-3/4"Xll-1/8" HAL PROPOSED BDRM PROPOSED MASTER BDRM MICROLLAM HEADER TYPICAL EXISTING WALL CONSTRUCTION TYPICAL NEW WALL CONSTRUCTION 2-2X10 HEADER OVE _ NEW JAMESHARDIE SIDINGS JAMESHARDIE SIDING TRANSOM WiNp0U1 =^� �;�' 6, NEW TYYEK HOUSEWRAP CLO a� v� TYVEK HOUSEWRAP NEW 1/2" APA RATED EXTERIOR GRADE PLYWOOD SHEATHING 1/2" APA RATED EXTERIOR GRADE PLYWD SHEATHING PROPOSED NEW 1/2" INSULATION BOARD R-30 2 X 10 BLOCK 1/2" INSULATION BOARD R-3.0 WINDOW/DOOR ASSEMBLY ! GUARD 2X4 STUDS ® 16" OC(FUR-OUT FOR INSULATION) CONDITIONED ATTIC =9 2X6 STUDS * 16" OC NEW 2-2X6 TOP PLATE STRAP RAFTERS TO STUD 2-2X6 TOP PLATE RAIL SHELF 2X4 BOTTOM PLATE SEE STRAPPING 2X6 BOTTOM PLATE R-21 BATT INSULATION WITH VAPOR BARRIER SCHEDULE R-21 BATT INSULATION WITH VAPOR BARRIER KEG' PLAN 2-2XI2 HEADER OVER `- @ 1/2" GYPSUM BOARD 5-2X4 BUILT UP PLATE ON 1/2"GYPSUM BOARD No SCALE TRANSOM WINDOW TOP OF NEW FLOOR JOIST NEW 2 X 10 FL JOIST (2)I-3/4"X9-1/4" 2-2x10 TYPICAL PROPOED FLOOR CONSTRUCTION TYPICAL RECONSTRUCTED WALL CONSTRUCTION EXISTING TOP PLAT SISTERED TO EXISTING HDR MICROLLAM HEADER NEW JAMESHARDIE SIDING FLOOR JOIST NEW 3/4" PLYWD SUBFLOOR SISTER NEW 2X10 FL JOIST TO EXISTING FLO JOISTS NEW TYVEK HOUSEWRAP EXISTING WALL EXISTING FOYER BLOCK At MID SPAN - NEW 1/2" APA RATED EXTERIOR GRADE PLYWOOD SHEATHING DEN EXISTING LIVING RM i/2"GYP BD a NEW 1/211 INSULATION BOARD R-39 EXISTING DINING NEW 2X4 STUDS 0 16" OC MAINTAIN EXISTING PAN EXISTING 2-2X4 TOP PLATE FLASHING OR PROVIDE TYPICAL EXISTING FLOOR CONSTRUCTION TYPICAL EXISTING FLOOR CONSTRUCTION EXISTING 2X4 BOTTOM PLATE NEW WINDOW SEAT NEW FLASHING AS 3/4" PLYWD SUBFLOOR 3/4" PLYWD SUBFLOOR AS PER OWNER REQUIRED 2 X 8 FJ B 16" OC 2 X 12 FJ A 16" OC _ NEW R-13 GATT INSULATION WITH VAPOR BARRIER e 1/2 GYPSUM BOARD NEW COMPOSITE LUMBER 1/2" GYP BD 1/2"GYP BD C O TRIM BELOW DOOR EXISTING ENTRY FIN GRADE _ EXISTING FLASHING AND DECK Z }- FIN GRADE =1 I I�I I II-I I I� _ �' CONSTRUCTION SHALL REMAIN. 1-11 cS7 -I I =1 I_I=!I I _ QC _ ' II=1 11= EXISTING FLASHING AND DECK =1 I I=1 1=1 11= ==1I I.III EXISTING CHASE EXISTING STORAGE EXISTING BOILER RM EXISTING REC RM CONSTRUCTION SHALL REMAIN. �I I—III=1I I EXISTING STORAGE AREA EXISTING REG RM CONTRACTOR SHALL FIELD I I_=1 I-- 11=1 1= _ VERIFY — Z III-III _ CONTRACTOR SHALL FIELD I=1 I—III *- N d I li I EXISTING 3-2XIO M VERIFY _ 1=1I1= ; EXISTING 3-2X10 --� GIRDER ON 3" DIA r �I� III-III GIRDER ! Q STEEL COLUMN ONI— =4 24"X24"X12" CONCRETE I 011, —i FOOTING � O � Q LLj Lu Ul FIN GRADE L _J I=III- REMOVE AND REPLACE ALL EXISTING CONFLICTS =� Q-- 11 ASSOCIATED WITH THE INSTALLATION OF GIRDER I EXISTING PATIO REMOVE AND REPLACE ALL EXISTING CONFLICTS I REINFORCING.REINFORCING SHALL BE EITHERY" X 9" STEEL EXISTING CONCRETE IL ASSOCIATED WITH THE INSTALLATION OF GIRDER PLATE ON EACH SIDE OF GIRDER FOR THE ENTIRE LENGTH OF 1'_4" FOUNDATION WALL AND REINFORCING,REINFORCING SHALL BE EITHERY4 " X GIRDER OR 1-3/4" X 9-1/4"MICROLLAM TO EACH SIDE OF FOOTING 9 STEEL PLATE ON EACH SIDE OF GIRDER FOR THE ENTIRE LENGTH OF GIRDER FOR THE ENTIRE LENGTH OF GIRDER BOTH OPTIONS GIRDER OR 1-3/411 X 9-1/411 MICROLLAM TO EACH SIDE OF SHALL BE THROUGH BOLTED WIT14,Y DIA STEEL BOLTS 1211 OG GIRDER FOR THE ENTIRE LENGTH OF GIRDER BOTH OPTIONS STAGGERED TOP AND BOTTOM. U SHALL BE THROUGH BOLTED WITH V DiA STEEL BOLTS 12" OC w STAGGERED TOP AND BOTTOM. Q CD 5ECTION A &ECTION NOTE: ROOF VENTILATION SHALL BE PROVIDED AT A MIN o 1 TO 150 OF THE AREA BEING VENTED AS PER(R8062) 1/411= 11_0 H 114 11=11_011 DRWG. BY: J. ILL IG NOTE: SEE NAILING AND STRAPPING SCHEDULES SHEET A2DO CHK. BY: i AND FLOOR PLAN FOR SHEAR WALL AND HOLD DOWN PROPOSED CATHEDRAL ROOF CONSTRUCTION (TYPICAL) LOCATIONS THIS DRAWING,PREPARED FOR THE SPECIFIC PROJECT CONTINUOUS RIDGE PENT INDICATED IS AN INSTRUMENT OF SERVICE AND THE ASPHALT SHINGLES RATED FOR 120 MPH UPLIFT NOTE: ALL ROOFS SHALL HAVE ICE AND WATER SHIELD FOR �O RRANYUS OF BOF THIS DRAWING FOR ANY OTHHERNr 121115 "BUILDING PAPER THE FIRST 24" FROM THE EAVE'S EDGE TO THE INSIDE OF THE PROJECT IS PROHIBITED.ANY ALTERATION OR 1/2" APA RATED EXTERIOR GRADE PLYWD SHEATHING EXTERIOR WALL LINE AS PER R9052.1.1. REPRODUCTION OF THIS DOCUMENT IS ALSO PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT GABLE END BRACE SEE 1 1-3/4" X 14"MiCROLLAM RIDGE BEAM NOTE: UNDERLAYMENT SHALL BE APPLIED WITH CORROSION OR ENGINEER ' DETAIL 9/A2.05 2X12 ROOF RAFTERS At 16" OC R-30 BATT INSULATION WITH VAPOR BARRIER RESISTANT FASTENERS IN ACCORDANCE WITH MANUFACTURER'S 2X4 COLLAR TIES a 16" OC INSTALLATION INSTRUCTIONS_FASTENERS ARE TO BE APPLIED ANN 2X10 CEILING JOISTS 6 ib" OC ALONG THE OVERLAP NOT FARTHER APART THAN 36" OC, I EWE 1/2"GYP BD. PROPOSED CATHEDRAL ROOF CONSTRUCTION(TYPICAL) 1R9052.12) CONTINUOUS RIDGE VENT 1X6 HARDITRIM BD FASCIA ASPHALT SHINGLES RATED FOR 120 MPH UPLIFT VENTED HARDISOFFIT WITH 2X4 OUTLOOK BLOCK 15 "BUILDING PAPER u D � PROVIDE LEADER AND GUTTERS 1/2" APA RATED EXTERIOR GRADE PLYWO SHEATHING NOTE: PROVIDE FIREBLOCKING AS PER R602.8. 2X6 16� Or,FOR 1-3/4" X 14"MICROLLAM RIDGE BEAM i) IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND bURTOn o bftlPfnDT*-%ITt1 EQ. TRAY CEILING TYPICAL NEW WALL CONSTRUCTION 2X12 ROOF RAFTERS AT i6" OC PARALLEL ROWS OF STUDS OR STAGGERED STUDSt AS FOLLOWS: DIE PROPOSED B TH PROPOSED BDRM JAMESH USE 01 SIDING R-30 BATT INSULATION WITH VAPOR BARRIER A)VERTICALLY AT THE CEILING AND FLOOR LEVELS. � ��O tnaint,eRina i-10 TYVEK HOUSEWRAP 2X6 COLLAR TIES a 1611 OC 244 EM MNN ST. 1/2 APA RATED EXTERIOR GRADE PLYWOOD SHEATHING B)HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET 1/2"GYP BD. 2) AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES PATCHOGUE, N.Y. 11772 co R-30 BATT INSULATION = 6' 1/2" INSULATION BOARD R-30 IX6 HARDITRIM BD FASCIA WITH VAPOR BARRIER 2X6 STUDS 9 ib OG SUCH AS OCCUR AT SOFFITS,DROP CEILINGS AND COVE CEILINGS. (631) 475-0349 2-2X6 TOP PLATE VENTED EA ISOFFIT WITH 2X4 PROVIDE LEADER AND GUTTERS OUTLOOK BLOCK 3)IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. FAX 475-0361 R-21 GATT INSULATION WiTH VAPOR BARRIER 2X BOTTOM PLATE ENCLOSED SPACES UNDER STAIRS AND ANY SOFFITS SHALL HAVE I" GYP BD. , 2X(o CEDAR TRELLIS JOIST g I6" OC 1/2" GYPSUM BOARD 4)AT OPENINGS AROUND VENTS,PIPES,AND DUCTS AT CEILING AND FLOOR LEVEL,WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF 1211 COMBUSTION. C --- — - 5)ALL SPACES BETWEEN CHIMNEYS AND FLOORS AND CEILINGS THROUGH WHICH CHIMNEYS 2-2X10 CEDAR HEADER FOR TRELLIS 2'_4° 1 PASS SHALL BE FIREBLOCKED WiTH NONCOMBUSTIBLE MATERIAL SECURELY FASTENED IN '\<'_ p AR PLACE.THE FIRE BLOCKING OF SPACES BETWEEN CHIMNEYS AND WOOD JOISTS,BEAMS,OR G�« P. - EXISTING FLASHING AND CANT. MAIN ROOF HEADERS SHALL BE TO A DEPTH OF 1 INCH AND SHALL ONLY BE PLACED ON STRIPS OF - STRAP JOIST TO STUDS BALCONY CONSTRUCTION SHALL METAL OR METAL LATH LAID ACROSS THE SPACES BETWEEN COMBUSTIBLE MATERIAL AND ; ?1 HARDIE SOFFIT TWO IX8 HARDIE FREEZE REMAIN.CONTRACTOR SHALL PROPOSED ACQ TREATED 4X4 WOOD I e BOARDS FIELD VERIFY THE CHIMNEY. STEP FLASHING TYPICAL FOR POST WITH PERMACAST COLUMN OVER 1 I EXISTING WALL "� REPLACEMENT DOOR ALL DOG DORMERS EXISTING I DANTRY EXISTING KiTCHEN PROPOED FLOOR CONSTRUCTION 2X12 RR 9 I6" OC 16514 P 1 I I NEW 3/4" PLYWD SUBFLOOR 4-2X12 RAFTERS a 4-2Xi2 RAFTERS TABLE R3012.12 TF OF III 61 PROPOSED DOUBLE 2XIO FL JOIST * 16" OC N BLOCK AT MID SPAN TYPICAL NEW WALL CONSTRUCTION PROPOSED 6° !I I, � � SCHWINEDULE FOR FOR WOOD E DEBRIS PROTECTION RUC7URAL PANELS,b c d THICK REINFORCED 1/2" GYP BD JAMESHARDIE SIDING FASTENER SPACING (INCHES) CONCRETE PATIO I I TYVEK HOUSEWRAP SISTER NE=W 1/211 APA RATED EXTERIOR GRADE PLYWOOD SHEATHING SHELF FASTENER TYPE PANEL SPAN LESS THAN PANEL SPAN 4 FT PANEL SPAN 6 FT PROJECT FL JOIST 1T0 1/2" INSULATION BOARD R-3.0 FIN GRADE EXISTING FLOOR EXISTING 2-2X10 FJ 2X6 STUDS ® 16" OC OR EQUAL TO 4 FT LESS THAN OR LESS THAN OR SEAM RESIDENCE 10" DIA CONCRETE - =,11�- EXISTING FLASHING AND DECK CONSTRUCTION SHALL EQUAL TO 6 FT EQUAL TO 8 FT _ 2-2X6 TOP PLATE -III=1 I I- REMAIN.CONTRACTOR SHALL FIELD VERIFY.SEE PfmPOSED ALTERATIONS SONOTUBE ( I '' -I I 1-1 I I I 2X6 BOTTOM PLATE NO.6 SCREWS 16" OC 12" OC 9" OC FOOTING WITH 'I - FOUNDATION DEMOLITION PLAN.FOR MORE INFOF41ATION EXISTING WAL a, R-21 BATT INSULATION WITH VAPOR BARRIER SIMPSON 5/CS2JD5 PROVIDE J" ACQ TREATED PLYWOOD, " EXISTING FOYER 1/2" GYPSUM BOARD NO. SCREWS 16" OC 16" OC 121, OC R POST ANCHOR U r- INSULATION BOARD AND HARDIE SIDING MUCK NY OVER FND WALL AT THIS LOCATION 2-2X10 FJ SISTER NEW EXISTING LAUNDRY EXISTING BATHROOM EXISTING CONCRETE CONDITIONED ATTIC FL JOIST TO a. THIS TABLE 18 BASED CN 130 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF DWG TITLE FOUNDATION WALL AND �E C T f O I �t D EXISTING SECTIONS FOOTING i b. FASTENERS SHALL BE METALLED AT OPPOSING ENDS OF iNE WOOD ETIRIICIURAL 111 /T11 PANEL.FASTENERS SHALL BE LOCATED A MINIMIAM OF I INCH FROM THE EDGE OF 1/4 -1 _SC/ TIC PANEL III-III- a FASTENERS SHAD.BE LCWG ENOUGH TO PENETRATE THROUGH Ti$EXTERIOR WALL SCALE: AS NOTED 1=1 I I= COVERING AND A MNMr OF 1-1/4 INCHES INTO WOOD WALL FRAMING AND A 5-8-11 EXISTING CONCRETE III-1 MNIhUM OF 1-V4 INCIES INTO CONCRETE BLOCK OR CONCRETE,AND INTO STEEL DATE: FOUNDATION WALL AND I 7�INCHES FROM THE EDGE OF CONCF E BOCK OR CONCWT'E.SRALL BE LOCATED BD A MINIMIAM OF /U DATE: BID DATE FOOTING d WHERE SCREWS ARE A17ACHEp TO MASONRY OR MASfT1RY/S1UCC0,IHEY SHALL 05_384 5ECTION UN ATTACHED USING TY OF TION-ICE NOS, T ANCHORS NaAVING A MMRMUM ULTIMATE FILE NO: UNTHDRAWAL CAPACITY OF 490 POUNDS, 1/411= A-5.O1 OF L � i i REV. DATE ITEM NO. 1 KE'' FLAN NO SCALE i EXISTING BALCONY OUTLET IN FIXTURE WITH WATERPROOF WATERPROOF FIXTURE WITH BOX BOX WATERPROOF BOX z � = T9.1R OUT i A- SH WALL TUB U O z U BEDRM CLO CLO BEDRM l -�Q / EXISTING FIREPLACE PROPOSED �/� SMOKE 111 MASTER BE) RM M TER BATH DETECTOR l l / OL PROPOSED NEW / Q HEARTH z Lu ULI PROPOSED -T I ° I CARBON- T i I CID MONOXIDE I I\ I 0 10 A ALAI / 0 a I I PROPOSED �- a l y / SMOKE I _- ' I I PRG.PO5ED�ro DETECTOR I SMOKE _ _ Q- I I 3 3 DEtrEctoR %� -h9- CLO BAtH I F- fi y fi W I—DN . / SEAT I I i ja -- -- -- -- HOWE r I CLO I WIC 1 H/A DIED A O ( TUB I DRWG. BY: J. ILLIG OPO 36° 5F EL II I— HIGH UA II I CHK. BY: Y TO 3 WAY I I / I �J SWITCH At 3'X3' ATTIC `\ ROS A C A BOTTOM OF I/ I I ACCESS THIS DRAWNG,PREPARED FOR THE SPECFC PROJECT I INDICATED IS AN NSTRUMENT OF SERVICE AND THE PROPERTY OF BURTON,BEHRENDT,SMITH NFRNGEMENT III 0 TO F ER B OW STAIR III I I PANEL lj � OR ANY USE OF THIS DRAWING FOR ANY OTHER 3'X3' ATTIC I AttIC 2-2XI0 HDR PROJECT IS PROHIBITED.ANY ALTERATION OR REPRODUCTION OF THIS DOCUMENT IS ALSO PROHIBITED ACCESS III , II I I PROPOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT PANEL DOG HOUSE OR ENGINEER ATTIC I I TO SWITCH IN DOWER SEE 7 1WE IRE PEN I PROPOSED—I TO B OW I FOYER I I I DETAIL AM DOG HOUSE I DOWER SEE DETAIL 8/A2DE, i 2- "D DURTOn btflQfnDT SMITH aRc"ffrcrurm O malnrenina 2" EAST MAIN ST. ROOF LINE ROOF LINE PATCHOG A, N.Y. 11772 (631) 475-0349 FAX 475-0361 LEGEND aEo ARC , P. EXISTING WALLPROPOSED WALL .�of REMOVE WALL ® PROPOSED WOOD POST 0 PROPOSED HOLDOWN SIMPSON HDU8-SD525 �_�/-l0 F •�F NEB PROPOSED LIGHTING OUTLET i P05ED 6 ,,•�+ NID FLOOR ELECTRICAL FLA � I PROPOSED GFI DUPLEX RECEPTACLE PROJECT -FRO (�(..� I�l SEAMAN K5m17JCE 144 I I_,1_0 11 PROPOSED DUPLEX RECEPTACLE Pta0P0.kD ALTERAtI0N5 3 WAY WALL SWITCH MATT MXK NY 3 DWG TITLE P WALL SWITCH PROP DR cGONAL PDLFAL00R i SCALE: AS NOTED DATE: 8-8-11 BID P/U DATE: BID DATE FILE NO: M-354 E-1.0 OF i I I " REV. - NO. DATE ITEM REV-1 3-5-12 CONST. CHANCES i i i KEPI' FLAN REMOVE DETERIORATED t No SCALE POST AND REPLACE WITH LINE OF bX6 ACQ POST Tt'PICAL EXISTING DECK ABOVE i i REMOVE OUTSIDE WALL EXISTING REMOVE pETERIORATEO FINISH THIS SIDE WHERE RETAINING WALL DECK CONSTRUCTION NEW SIDING IS t0 BE AND STEPS ABOVE AND REBUILD EXISTING PATIO INSTALLED SEE STRUCTURE ELEVATION DRAWING N < L11 L l-IS S'-2" Il 118 i 11'-14� EXISTING PATIO LINE OF EXISTING FOB*ING k, L1 x a " . REPLACE WIND Lu Lu SEE PROPOSED a a LINE OF 0 Z FOUNDATION PLAN EXISTING Q- Lu f- REPLACE U.UINDOW DECK ABOVE L�U O REMOVE OUTSIDE REPLACE WINDOW EXISTING FRAMED WALL SEE PROPOSED I Cn 0 WALL FINISH THIS SEE PROPOSED FOUNDATIODFI PLAN SIDE WHERE NEW �? FOUNDATION PLAN SIDING IS TO BE REMOVE STOVE I u- ')" INSTALLED SEES �-- EXISTING BATHRM ELEVATION LOW-VDRAWING EXISTING RECREATION AREA EXISTIMIS RECREATION AREA 4 I REPLACE WINDOW ? SEE PROPOSED EXISTING FOUNDATION PLAN STAIRCASE ` — — ` DRWG. BY: J. ILLIG REPLACE WINDOW ❑ EXISTING LAUNDRY R�h1 — CHK. BY: EXISTING BOILER RM — SEE PROPOSED . . FOUNDATION PLAN EXISTING �; - N THIS DRAWING,PREPARED FOR THE SPECIFIC PROJECT GIRDER Y'-8'X 6'-8" 0 INDICATED IS AN INSTON,B vENT T, SERVICE AND THE PROPERTY OF BURTON,BEHRENDT,SHATHL NFRWGEWFM X OR ANY USE OF THIS DRAWING FOR ANY OTHER Lu PROJECT IS PROHIBITED.ANY ALTERATION OR REPRODUCTION OF THIS DOCUIv£NT IS ALSO PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT OR ENGINEER { I _J EXISTING O RETAINING WALL = I AND STEPS EXISTING 3" DIA STEEL COLUMN EXISTING STORAGE AREA ON REPUTED 24" X 24" X 12" ( I EXIBTIN& CONC FTG.TYPICAL OF 5 SHADED AREA INDICATESLLI EXISTING STORAGE AREA '- EXISTING CONCRETE - p x m FOUNDATION WALL ~ x X N 0 6URTOH o MURNT*%ITO X o z 'u �'46 nRenneerurnOtnain�cRina u1NQ� 3'-m'X 6'-8' 244 EAST MAIN ST. — E)dBTMG PATCHOGUE, N.Y . 11772 - EXISTING UTILITY RM �I -.n ti (631) 475-0349 FAX 475-Ml I ��RED A A P. S2 � 165-JA y0 NN NIE PROJECT SEAMAN MSIDM P JJJJ FPCIPOSED ALTERATION MATTITIJdC NY LEGEND � FOUNIDATION DEMOLITION PLAN �� � : DWG TITLE a 1 1/�II=��-oil EXIST.NG WALL ._ - �•,� � ' FOUNDATION DEMOLITION PLAN �. _- PRGia.r�ED WALL _ REMO E: WALL J SCALE: AS NOTED • r ® PROPOSED WOOD POST DATE: 8-8-i1 PROPOSED HOLDOWN SIMPSON HDUa-SDS2.5 .-� BID P/U DATE: BID DATE FILE NO: �' A-1.01 OF REV. DATE ITEM NO. REV-1 3-5-12 CONST, CHANGES I i � I i I 1 � I CONTRACTOR SHALL REBUILD DECK l i KEPI' PLAN NO SCALE 4° $'_9" b'-il" 10 13'-108° II'-l " 7'-1L"'2° 6'-4" I q r� EXISTING DECK t LINE OF SALCONY i A50VE TO REMAIN ` :Z: LINE OF ROOF — — — — — — — — — — -LIRE OF-R00E- 11 VI HANG TO B EMOVED REPLACE WINDOW SEE REMOVED t0 BE V 0 PROPOSED FIRST Q — — — — — — — i FLOOR PLAN +`- lu - - - _- -_ ------- _— _ _ - - - - - - - - - - - '-- -- - - - - �- - - - - —_ -- — — =1- - 3-� — — - - - - — -- - - - _� — .� I F -1 I I I I ° = - --- II I I `F- - - - - - - - - J L - - - - - - - CUT 2'-6" WIDE X3'-Flo"HIGH I II °I:I I - - - - - Z U -i Q ao I I ( I I TOP OF OPENING SHALL BE 6'-8" I OPNING IN WALL. I L -J I I < o 0 j l I I aSovE FINISHED FLo�oR I f A- L 1O PROVIDE 2-2X6 HDR,OVER R ; �j REMOVE WINDOW SEAT � OPENING t!7 AND CABINETS L 0 J EkSTING KITCHEN I , �' REMOVE DOOR AND 3 FT III I I I I ACE p OR SEE I DOOR SEEE (TH PROP PROPOSED WIDE l L III I I I - - EXISTING LIVING RM EXISTIN EXISTING DINIT`qG RM POSED FIRST FIRST FLOOR PLAN 1 J FLOOR PLAN I I I I I I FIREPLACE EXISTING SKYLIGHT REMOVE KITCHEN OPENING IN ROOF SHALL U I I I I REMOVE WALL AND � / CABINETS SINK STOVE BE REMOVED WITH ROOF / w RECONSTRUCT AS IN ITS ENTIRETY. I I I REQUIRED SEE I I I I PROPOSED FIRST FLOOR PLAN ° L - - - DRWG. BY: J. ILLIG EXISTING PANTRY .n0 REMOVE SHELF FOR CHK. BY: ( THE INSTALLATION OF `� PLUMBING SEE r � ZL M THIS DRAWNG,PREPARED FOR THE SPECIFIC PROJECT I I I REMOVE WALL DN UP ° PROPOSED FIRSTINDICATED IS AN NSTRUNENT OF SERVICE AND THE EXISTING BATH PROPERTY OF BURTON,BEHRENDT,SlATH NFRNGENENT I I I I I I L FLOOR PLAN - OR ANY uSE OF THIs DRAWING FOR ANY OTHER PROJECT IS PROHIBITED.ANY ALTERATION OR X V-S' �21'4'X b'-SW REPRODUCTION OF THIS DOMENT IS ALSO PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT in OR ENGINEER '- X 6'-S" i Y'!'-b'X b'-S' x I OPEN WALL FOR I III THE INSTALLATI 9 OF NEW PLU15INL INE OF ROOF OVERHANG x x G O A D C O A D A TO 5E REMOVED F REPLACE WINDOWS SEE a : PROPOSED FIRST 6URT010 btHQfnDT*SMITf1 ISTING BATH FLOOR PLAN z' X b'-S' �"� a ntcruRt o le 01MEQina e I REMOVE WINDOW AND 244 EAST MAIN ST. REMOVE WINDOW AND i PORTION OF WALL FOR PORTION OF WALL FOR_ THE INSTALLATION of PATC 40G JE, N.Y. 11772 THE INSTALLATION OF NEW WINDOWS SEE I NEW WINDOWS SEE I 631 475-0349 PROPOSED FIRST PROPOSED FIRST FAX 475-0361 f FLOOR PLAN I = FLOOR PLAN P. S yi REMOVE CLOSETS IN LINE OF ROOF THEIR ENTIRETY AND OVERHANG TO 5E RE-SHEET ROCK WALLS REMOVED AND CEILING AND REMOVE DOOR AND ` ! PATCH FLOOR PORTION OF WALL FOR THE INSTALLATION OF '�� 1 P 651 y NEW DOOR SEE PROPOSED FIRST a F N FLOOR PLAN PROJECT ra'-1" SEAMM RESIpM PPOPOSED ALTERATIONS rwtIT=NY LEGEND DWG TITLE FIR-ST FLOOR DEmoLITION f=,)L,4N FIRST FLOOR DEMOLITION PLAN "=1'-rail EXISTING WALL - - -- PROPOSED WALL ' SCALE: A8 NOTED - - - - - -- REMOVE WALL DATE: 8-8-11 ® PROPOSED WOOD POST BID DATE PROPOSED HOLDOWN SIMPSON HpUB-SDS25 BD PN DATE: FILE NO: �' A-1.02 OF REV. DATE ITEM NO. REV-1 3-5-12 CONST.CHANGES KEY PLAN NO SCALE Il'-48° 3_54° REMOVE AND REPLACE DETERIORATED DECK CONSTRUCTION REPLACE DOOR AND PATCH WALL SEE LINE OF ROOF PROPOSED SECOND OVERHANG TO BE ZL FLOOR PLAN REMOVED Z 'Q — — — — — — — - - — — — — — — — — — — — — — — REMOVE WINDOW AND - - - - - - - — - - - - - - - - - - - - - - - -� PATCH WALL SEE ul Z EXISTING BALCONY I I PROPOSED SECOND U Q Z FLOOR PLAN Z t— O Ltj l.0 �— EXISTING SKYLIGHT TO BE REMOVED WITH ROOF IN ITS ENTIRETY EXISTING SKYLIGHT I < w Q - - --I� - - - - - - - �� — - - - - - - - - - - - �J- - - - - - - �- - TO BE REMOVED WITH � O Q REMOVE ALL PLUMIBING FIXTURES JJ III ROOF IN ITS ENTIRETY I < w EXISTING ATTIC AND CAP IPES AS REQUIRED EXISTING M �ATH I EXISTING ROOFING W I AND ROOF STRUCTURE � 0 C1 F- - - - - - - - - — - - - - - - - - - - - - - - - �- -- I I I I 70BEREMOVED _ I F — — — -- EXISTING:MBR _ I L — J \ I I I I I I I EXISTING E:XISTINGJ -- - - - - - - - - - - - - - `v I I I I I I I FIREPLACE FUDGE LINE TO I I I m U ME REMOVED I I I I I w II � _ J � _ J II L_ _ � II I O I CD EXISTING HALL I I — — — — — \ — — — — � — — — — — — — J ( I DRWG. BY: J. ILLIG III EXISTING ROOM I I I CHK. BY: THIS DRAWING,PREPARED FOR TIE SPECIFIC PROJECT INDICATED IS AN NSTRUIkNT OF SERVICE AND THE PROPERTY OF BURTON,BEFRENDT,SMTH NFRNGEAv£NT III I I OR ANY USE OF THIS DRAWING FOR ANY OTHER PROJECT IS PROHIBITED.ANY ALTERATION OR ED WITHOUT REPRODUCTION WRITTEN CONSENTOF THE ARCHITE OF THIS DOCUNIENT IS ALSO CT II -I F - - - EXISTING - - - ° Ir - - � - - - - - - - - - - - � oRENGNEER RIDGE LINE TO I I III I I 3'-g" REMOVE PORTION OF WALL �I I I BE REMOVED I r 1 (III I I FOR OVERLOOK TO FOYER I — — — — — — — — — — — — J BELOW.SEE PROPOSED I I milk EXISTING LINE — J I I III I FIRST AND SECOND FLOOROF I I SPLAY J =°_—� i I PLANS I I LINE OF II L EXISTING BATH I I I I I EXISTING L EXISTING ATTIC — OR H CHANGE EIGHT— J — I I 6URTOnobtHQfnDT*SMITfi_ _ _ _ _ _ — - _ _ LL _ __ _ _ _ _ ___ _ _ _ ___ _-_ I EXISTING SKYLIGHT EXISTING SKYLIGHT I I nacmrrcruRe*woineemno REMOVE ALL PLUMBING FIXTURES TO BE REMOVED WITH TO BE REMOVED WITH I I 2" EAST MAIN ST. AND CAP PIPES AS REQUIRED ROOF IN ITS ENTIRETY ROOF IN ITS ENTIRETY I I PATCHOGUE, N.Y. 11772 11 II I I 1 1 I I (631)475-0349 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — _jI- - - FAX 475-0361 - - - - - - - - - - - - - - - - - - - - - - - - - EXISTING EXISTING OUTSIDE COMER OUTSIDE CONER c�aE° '�'�c OF FIRST FLOOR OF FIRST FLOOR �. 1651A �CQ N PROJECT SEAMAN RMSIDM FROPOSI:D ALTERATM MATTITgdC NY 5ECOND FLOOR IDE MO,L FLAN LEGEND DWG TITLE SECOND FLOOR DEMOLITION PLAN 114 I1=1I-oiI EXISTING WALL PROPOSED WALL SCALE: AS NOTED - - - - - - REMOVE WALL 8-94 DATE: PROPOSED WOOD POST BID P/U DATE: BIA DATE O PROPOSED HOLDOWN SIMPSON HDU8-5D525 FILE NO: VS-3S4 A-1.03 OF REV. DATE ITEM NO. ' TABLE R301.2 1 of the RES. CODE of N.Y.S. CENE� NOS` SEE FLOOR PLAN5 FOR LOGATION5 OF HOLD DONN5 ( ) PZV-1 3-5-12 CONST. CHANGES CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA The Architect of record has not been retained for any field supervision or inspections. This building has been desgned to conForm to the N.Y5. Energy Conservation Code. All construction to conform to all state and local codes. These drawings do not Ind a components necessary for GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHEILD FLOOD AIR construction safety. Contractors are solely responsible for such components. Builder to carry Worker's GOT.Insurance In amounts required by 51MP5ONHOLD DOWN 2-16d COMMON NAIL5 ® 6" o.C. SNOW DESIGN Weathering Frost line Termite Decay DESIGN UNDERLAYMENT HAZARDS FREEZING law. Do not scale drawings,use figure dimenslons only. 5EE PLAN FOR 51ZE FOR FULL LENGTH OF 5TUD LOAD SPEED (MPH) !CATEGORY depth TEMP REQUIRED INDEX 6ENERAL(ON57R1ZTION: %8' DIA ® HDUS 20 120 MPH C SEVERE 36$' MODERATE SLIGHT TO NASSAU 13 VALLEYS & FEMA 510 The premises to be t reasonablyclean of all times. At completion of work contractor to remove all rubbish,clean all gloss and leave work 2-16d COMMON NAILS ® 6" o.c. 5IMP50N HOLD DONN 3-SECOND GUST TO HEAVY MODERATE SUFFOLK 11 PERIMETERS IF REQ. area room clean. p g FOR FULL LENGTH OF 5TUD 5EE FLOOR PLAN FOR 51ZE 517E WORK NOTES: BLOGKIN6 ® ENE) NOTE: ALL ROOF AND WALL CLADDING SHALL ° COMPLY WITH THE MANUFACTURER'S Stake and layout all work shown on draw"and verify all given data prior to construction. Excavate and backflll fax'work shown on drawings. RECOMMENDATIONS FOR 1 10 MPH FASTEST MILE Protect all trees aid shrubs within reasonable bounds of construction. %8" DIA ® HDUS AND EMBEDDED I WIND SPEED OR 120 3-SECOND GUST WIND CONGRETE NOTES 12-1/2" INTO CONCRETE FILLED GMU SPEED. All concrete shall be produced In accordance with AGI 318,in addition to cement permitted by AGI 318 cement lying Hith A5TM 015-1 Is (OR POURED GONG) WITH 5IMP50N permitted.All concrete to be a minimum of 3500 psi and when exposed to weather must be air entrained as per f�1(SRBG Talble R4022.5o1I bea'Ing ET (H16H 5TREN6TH EPDXY pressure Is assumed to be 2000 Ibs/sf typical long I51and sand and gravel.Architect shall be Immediately notified In writing [if conditions other than NO. 5 REBAR 3'-0" EACH WAY ADHE5IVE) FOR TEMP.5 0 F TO 40 ASPHALT ROOF SHINGLE NOTES assumed exist.Footing shall be 16"wide by 8'deep with 4"projection on each side of foundation wall,unless shown otherwise on plan.Provide 2 x 4 1) ASPHALT ROOF 5HIN6LE5 SHALL HAVE 5ELF-5EALING STRIPS OR SHALL 13E keyway in footing.Anchor bolts shall be 1/2'dia.® locations stated on plans.All above grade exposed portions of foundatloon walls shall have HOLD DONN LOGATION5 ONLY F U5E 5IMP50N AT(HIGH 5TREN6TH INTERLOGKING AND SHALL COMPLY WITH THE REQUIREMENTS OF A5TM 0-225 OR cement finish. ACRYLIC ADHESIVE) 0-346,INSTALLED IN ACCORDANCE WITH 5EGT R4052 FRAMING AND ROUGH GARPENTRY NOTES: 5 DOWN SEEEE PLAN LAN FOR SIZE Z ALL FASTENERS FOR ASPHALT ROOF 5HINGLE5 SHALL BE GALVANIZED STEEL, Joist,rafters and studs shall be Dug-Fir Larch no.2 Min FB=q00 P51 aid E= 1600,000 P51. All wood sills in c tact with!soil,masonry 5TAINLE55 STEEL,ALUMINUM,OR COPPER ROOFING NAILS.FASTENERS SHALL BE MINIMUM 12 GAGE 5HANKED WITH A MINIMUM I"DIA HEAD AND OF 5UFFIGIENT LENGTH ar Fete o al pressure treated AGO,sheathing to ro ern Douglas Fir exterior grade plywood . Cover exterior sheathing with 15 lb. alva ( �t FLOOR- &EGOND FLOOR- d', TO PENETRATE THROUGH THE ROOFING MATERIALS.3j"AND INTO THE 5HEATHING. Papas to H ll of 1/mate:yTyvek heig air filtration barter properly taped and sealed. All mails,bolts and framingnless harmers to be Ifnot dipped galvanized. IIBlock stud walls at I/2 story heights card unsupported edges of plywood. All cap plates to be doubled unless otherwise noteul. 3) ASPHALT ROOF SHINGLES SHALL HAVE THE MINIMUM NUMBER OF FASTERS AS Bearings for joist and headers to be 3-1/2'. All corners to be minimum three studs. � �. ���� • REQUIRED BY THE MANUFACTURER Headers trimmers and joist under partitions to be doubled. 4) FOR NORMAL APPLICATIONS,ASPHALT ROOF SHINGLES SHALL BE SCREWED TO THE WINDOWS AND DOORS: HOLD �O�� ���� � � NO SCALE ROOF WITH NO LE55 THAN FOUR FASTENERS PER STRIP 5HIN6LE OR TWO FASTENERS ® INTERIOR ZONE PER INDIVIDUAL 5HINGLE. All windows and french glass doors to be as manufactured by Mervin with storinplus glazing and a unit U-Value of 035 or bettter with screens, sizes an types as Indicated on plan. ® PERIMETER ZONE 5) ASPHALT STRIP 5HIN6LE5 SHALL HAVE A MINIMUM OF 51X FASTENERS PER SHINGLE All exterior doors to be as selected by owner. Sizes and types as Indicated on plan. All Interior door's to be Q WHERE THE EAVE 15 20 FT OR HIGHER ABOVE GRADE OR WHERE THE BASE WIND as selected by owner. All door jambs and bucks as selected by owner. (EDGE�ZONE) SPED 15120 MPH OR GREATER INSULATION: CONNECTION NOTES: 5UCTION 160METRIC L, N All exterior Halls and roof shall be Insulated with fiberglass bait type Insulation with Integral vapor barrier on Harm side. R-•Values are shown on I: ALL FRAMING HARDWARE SHOWN ON THESE PLANS,UNLE55 OTHE-RWI5E NOTED 15 5IMP50N STRONG-TIE Z-MAX.No 5UB5TTTLmON5 ARE draH►ngs. Care should be taken not to puncture vapor barrier. Provide perimeter Insulation to code at all foundal;lon walls. APPROVED OR AUTHORIZED. PLUMBING NOTES. 2: DUE TO THE NATURE OF FRAMING HARDWARE TO THE OTHER COMPONENT5 OF THE 5TRUGTURE,ANY FRAMING HARDWARE WILL RESULT IN THE IN5TALLER/GONTRAGT0R ASSURING RESPONSIBILITY FOR THE DESIGN AND PERFORMANCE OF THE ENTIRE SYSTEM. NAILING SCHEDULE A All plumbing to conform to all state and local codes. Bathroom and kitchen fixture to be selected by owner. In5tc fled by plumbing 3: ALL 5PEGIFIED FASTENERS To BE INSTALLED PER IN5TRUGTION5 OF THE SIMP50N STRONG-TIE WOOD CON57WTTON GATALOG.INCORRECT contractor. Plumbing contractor to coordinate with other trades. FASTENER QUANTITY,SIZE,TYPE,MATERIAL OR FIN15H MAY CAUSE THE CONNEGTION TO FAIL.I60 FASTENERS(8 GAUGE)ARE COMMON JOIST D ES C R Ii PTI O N NUMBER OF ELECTRICAL NOTES: NAILS AND CANNOT BE REPLACED WITH I6D SINKERS(4 GAUGE)UNLE55 OTHERN15E NOTED. Q - COMMON NAILS NAIL SPACING All work shall comply with the Residential Code of NY5 and local utility company. Verify service prior to Installation. Base bldd on 200 AMP service. 4: INSTALL ALL FASTENERS BEFORE LOADING THE CONNECTION. -_-� ROOF FRAMING Provide ground fault Interrupter outlets as per code. J 5: J015T SHALL BEAR COMPLETELY ON THE CONNEGTOR SEAT AND THE GAP BETWEEN THE JOIST Elm AND THE HEADER SNAIL NOT MEED 14 ^^ �I(�1/, � RAFTER TO TOP PLATE (TOE-NAILED) 3-8d PER RAFTER Install Interconnected smoke detectors as per N.Y.5.Bullding Code. Electrical contractor to provide hookups for heating onad air conditioning PER ASTM TEST STANDARDS. !mil )Lu J�,l CEILING JOIST TO TOP PLATE (TOE-NAILED)) 3-8d PER JOIST systems. Electrical contractor to coordinate with other traders. b: FOR HOLD DOWN5,ANCHOR BOLTS NUTS SHOULD BE FINGER TIGHT PLUS I TO I TURN WITH WRENCH WITH CONSIDERATION GIVEN TO FUTURE -1 Q WOOD 5HRINKAGE.CARE SHALL BE TAKEN TO NOT OVER TORQUE THE NUT. Q a CEILING JOISTS TO PARALLEL RAFTER (FACIE-NAILED) 13-16d (for 7 pitch) EACH LAP lIIC... W CEILING JOISTS LAPS OVER PARTITION (FACCED-NAILED) 13-16d (for 7 pitch) EACH LAP Z 1Q COLLAR TiE TO RAFTER (FACE-NAILED) 5-8d (for 3 pitch) PER TiE 144 LLI BLOCKING TO RAFTER (TOE-NAILED) 2-8d EACH END RIM BOARD TO RAFTER (END-NAILED) 2-16d EACH END 1. 5HEA THING A5 PART OF 5HEARWALL 5E6MENT(54,WHERE NOTED ON FLOOR PLAN, 5HALL_ BE < A- L � GONTINUOU5 FROM SILL TO TOP PLATE OR ADEGUATELY BLOCKED AT JOINT5. Sd COMMON MAILS, ® Uj � O WALL FRAMING 3"OG E06E 4 6" OG FIELD I 0 TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d 1 PER FOOT 5EE PLAN SEE PLAN FASTENING SCHEDULE AROUND EXTERIOR WINDOW IL , TOP PLATE AT INTERSECTIONS (FACE-NAILIED) 4-16d JOISTS-EACH SIDE AND DOOR OPENINGS STUD TO STUD (FACE-NAILED) 2-16d 24" o.c. A NOTATION HEADER 70 HEADER (FACE-NAILED) 16d 16" o.c. ALONG EDGES n R.O. A '.B C D E F TYPE 15HEARNALL5 SHALL BE SHEATHED WITH 1/2,� TYPE 2 .5HEARNALL.5 SHALL BE SHEATHED WITH 1/2 2'-0" 2 1 2x4 1 1 1 1 TOP OR BOTTOM PLATE TO STUD (END-NMILED) 1-16d PER STUD PLYWOOD ON THE EXTERIOR ATTACHED WITH Sd PLYNOO�D ON THE EXTERIOR ATTACHED WITH 8d BOTTOM PLATE TO FLOOR JOIST, BANDJOISiT, ENDJOIST 1&2 COMMON NAIL5 AT 3" Or, AT PANEL E06E5 6" OG IN GOMMON NAILS AT 3" OG AT PANEL E06E5 6" OG IN D 4'-0" 4 (1) 2x4 2 2 2 2 OR BLOCKING (FACE-NAILED) 2-16d PER FOOT „ „ B E 6 I I THE FIELD, AND I/2 GYPSUM WALLBOARD ON THE I I THE FIELD, AND I/2 GYPSUM WALLBOARD ON THE 6'-0" (2) 2x4 3 3 3 3 U FLOOR FRAMING INTERIOR ATTACHED WITH 5d COOLER NAIL5 AT T' OG INTERIOR ATTACHED WITH 5d COOLER NAIL5 AT T OG C 8'-0" 8 (2) 2x4 3 3 3 3 JOIST TO SILL, TOP PLATE OR GIRDER (TO)E-NAILED) 4-8d PER JOIST AT PANEL ED6E5 AND 10" OG IN THE FIELD.BLOGK SAT PANEL ED6E5 AND 10" OG IN THE FIELD.BLOGK 0 SOLID AT ALL PLYWOOD JOINTS. 15OLID AkT ALL PLYWOOD JOINTS. 10,-0, 10 (2) 2x6 4 4 4 4 CL o BRIDGING TO JOIST (TOE-NAILED) 2-8d EACH END 12'-O" 12 \2i 2X6 5 4 5 4 BLOCKING TO JOIST (TOE-NAILED) 2-8d EACH END HOLD DOWN I� HOLD DOWN II I (HOLD 001- N F 5EE PLAN 5EE PLAN 5EE PLf�': DRWG. BY: J. ILLICs BLOCKING TO SILL OR TOP PLATE (TOE-NLAILED) 3-16d EACH BLOCK CHK. BY: LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d EACH JOIST NOTATION JOIST ON LEDGER TO BEAM (TOE-NAILED)i 3-8d PER JOIST NON PERFORATED SHEAR WALL PERF)RATED SHEA WALL A) NUMBER OF 8d NAILS AT EACH END OF THIS DRAWING,PREPARED FOR THE SPECRC PROJECT BAND JOIST TO JOIST (END-NAILED) 3-16d PER JOIST STRAPPINGS INDICATED IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF BURTON,BEHRENDT,SMiTH.WMGE ENT BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16d PER FOOT t �E I 5HEAR WALL t � G'� I I � � B) NUMBER OF SILL STUDS ON FLAT (DOES NOT OR ANY USE OF HBI ED.ANG FOR ANY ORROOF SHEATHING I I �./ w APPLY TO DOORS) PROJECT IS F T HBRED.ANY ALTERATION OR STRUCTURAL PANELS (SEE SUCTIONI ZONE ISOMETRIC DETAIL) REPRODUCTION OF THIS DOCUNENi IS ALSO PROFBR® C) NUMBER OF FULL HEIGHT KING STUDS AT EACH WITHOUT THE WRITTEN O CONSENT OF THE ARCHITECT OR ENGINEER ' SIDE OF HEADER 4 FT PERIMETER ZONE PANEL EDGES 8d 5 6' o.c. 5HEAR WALL5 D) NUMBER OF 16d NAILS END NAILED THROUGH 4 FT PERIMETER ZONE AT INTERMEDIATE SUPPORTS IN PANEL FIELD 8d 12" o.c. ADJACENT KING STUD TO END OF HEADER INTERIOR ZONE PANEL EDGES 8d 5 6' o.c. INTERIOR ZONE INTERMEDIATE SUPPORTS Sd 12" o.c. E) NUMBER OF JACK STUDS AT EACH SIDE OF HEADER OUTLOOK BLOCKS 8d 4" o.c. It TOP PLATE SPLICE LENGTH F) NUMBER OF 16d NAILS END NAILED THROUGH CEILING SHEATHING ADJACENT JACK STUDS TO END OF SILL AT EACH GYPSUM WALLBOARD 5D COOLERS 7' EDGE / 10' FIELD TOP PLATE 5PLIGE REGUIERMENT5 TOP PLATE SPLICE REGUIERMENT5 SIDE. FOR WIND-EXPOSURES 134G-ONE FOR WIND-EXPOSURES 94G-ONE bURTOn*bfllPtHDT*.%1Tt1 WALL SHEATHING STORY SLAB ON GRADE ALL OTHER GASES STRUCTURAL PANELS (SEE SUCTION) ZONE ISOMETRIC DETAIL) Bl11LDIN6 DIMENSION MINIMUM SPLICE BUILDING DIMEN510 MINIMUM SPLICE LENGTH (FTJ nIl2C't1IITeGTufl2lc O tnainictRma LENGTH �1�1 Cw�.T 4 FT PERIMETER ZONE PANEL EDGES 8d 6 6' o.c. 12'-0" 3'-0" 12'-0" 2'-0" 2" E1 MNN ST. 4 FT PERIMETER ZONE AT INTRFMEDIATE SUPPORTS IN PANEL FIELD 8d 12' o.c. 16'-0" 4'-0' I6'-O" 3'-O" EXTERIOR WALL OPENING fREQUIREMENT6 PATCW)GUE, N..Y'.�11A1772 INTERIOR ZONE PANEL EDGES 8d 6 6' o.c. 20'-O" 5'-0" 20'-0" 4'-0" (6311) 475-0349 INTERIOR ZONE INTERMEDIATE SUPPORTS 8d 12' o.c. F1 24'-0" 6-O" 241-0" 4'-0" FAX 475-0361 GYPSUM WALLBOARD 5D COOLERS 7' EDGE / 10' FIELD 25'-0" ?'-0" 28'-0" 51-01 3 SIDE OF FIBERBOARD PANELS 7/16"THICK 6d 3" EDGE / 6' FIELD 32=0" -8 O" 32-0 b-OI'l EXISTING SHADED AREA I.TABULATED SPLICE LENGTH5 ASSUME TOP PLATE-TO-TOP-PLATE DWELLING INDICATES SECOND 25/32' THICK 8d 3 3' EDGE / 6' FIELD GONNEGTION5 U51N6 2-16d NAILS PER FOOT,FOR SHORTER 5PLIGE 36'-O" q'-0" 36'-0" 7'-0I' S87.24.50-E FLOOR ALTERATION AREA PARTiCAL BOARD PANELS Sd SEE MANUFACTURER LENGTHS,THE NAIL 5PAGING SHALL BE REDUCED IN ORDER TO 210 18 40'-0" 11'-0" 40'-O" 8'-O," UNE OF EXISTING PROVIDE AN EQUIVALENT NUMBER OF NAILS FIRST FLOOR DECK EXISTING �caED AAc FLOOR SHEATHING (SUBFLOOR) 50'-0" I3'-o" 50'-0" lo'-6n CROSS HATCHED + SHED cod 2.TABULATED SPLICE LEN6TH5 ASSUME A BUILDING LOCATED IN INDICATES AREA OG Mi STRUCTURAL PANELS UP TO 1" THICK 8d 6" EDGE / 12' FIELD " N CROSS HATCHED lV� *r EXPOSURE B 60-0 ib-0 60-0 12-0 CK PROPOSLXTENSED INDICATES AREA 10-0 Iq-0 70-0 14-0 ' OF PROPOSED MORE THAN 1" THICK lOd 6" EDGE / 6' FIELD i n x x i 3.TAiULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL HEIGHTS 40.1 ��, •r. NAILING NOTES FOR ORER HEIGHT5,H THE TABULATED UNIT LATERAL LOADS SHALL BE " " " " 1)NAIUNG REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6' OC AT THE PANEL EDGE IF WALL SHEATHING IS MULTIPLIED BY H/8 80-O 22-0 80-O I6-C� APPROXIMATE A 9, NAILED 3' OC AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES. NAILING REQUIREMENTS FOR STRUCTURAL SHORE LINE APPROXIMATE WETLANDS LINEMEMBERS SHALL BE DOUBLED. OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL OF- 2 WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE LINE EXISTININ G 16514 �O PERMITTED TO BE REDUCED TO 1-16d PER FOOT SECOND 3)CORROSION RESISTANT 11 GAGE ROOFINJG NAILS AND 16 GAGE STAPLES ARE PERMITTED. CHECK IBC FOR ADDITIONAL 0 FLOOR � r F N E� REQUIREMENTS. 0 BALCONY TOFS iC EQUii�E1�1ENTS CONY4 16 01 AN DS u� EXI : SPACING FOR RAFTERS J STS D STU STUN 4 UANTITIES ARE BASED ON 16' OC G B )ALL Q � WALK AND RICK 5 FOR ROOF SHEATHING WITHIN 4 IFT OF'THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF RE TAINING 0 AINING ROOF PEAK THE 4 FT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. JAMES WALL THE R o w 6)FOR WALL SHEATHING WITHIN 4 FEET OFF THE CORNERS, THE 4 FOOT EDGE ZONES ATTACHMENT REQUIREMENTS SHALL BE USED. CREEK REAR OF EXISTING DWELLING PROJECT W 6.2' STRAPPING SCHE DULE B 13 FRONT OF `y EXISTING NORTH SEAMM WSOM co WELLING LOCATION STRAP TYPE NOTE:PLOT PLAN INFORMATION TAKEN FROM SURVEY BY z co ROOF ASSEMBLY TO WALL ASSEMBLY SEE DETAIL 1 SHEET A2.05 JOHMI SCHNURR LAND SURVEYOR DATED OCT. 10,2009 SIDE OF ti MA1T11=NY EXISTING WALL ASSEMBLY TO WALL ASSEMBLY SEE DETAIL 3 SHEET A2.05 WALL ASSEMBLY TO FOUNDATION SEE DETAIL 2 SHEET A2.05 DWELLING R-40 NONCONYFORMING LOT REQUIREMENTS DWELLINN G DWG TITLE AN PL EXISTING NOTES AND DETAILS LOT AREA(SF) %LOT ONT YARD) SIDE YARD BOTH SIDES REAR YARD WETLANDS SETBACK t7 COVERAGE 11 N AREA !/Fi ®I 16 20,000-39999 20% 40 Fi 15 FT 35 FT 50 Fi 75 FT EXISTNG POOLI PATIO PROPOSED SCALE: A5 NOTED AREA OF BASEMENT LIVNG SPACE = IOI1B9 SF 31500.3 1 13.7% 1 1 41.6 FT 1 28.2 FT 90.5 FT 136.2 FT 40.1 FT - ..... OF FIRST FLOOR LIVING SPACE = 1136.44 SF 10 Fr R.O.W. DATE: BD P/U DATE: DID DATE AREA OF SECOND210.16 FLOOR LIVING SPACE = 1182.99 SF S8724.50-E 3 TOTAL LIVING SPACE AREA = 393132 SF FFROF06ED FLOT PLAN- -� FILE NO: �-� SCALE P --30'-0" A-2.00 OF REV. DATE ITEM NO. REV-1 3-5-12 CONST.CHAWzE5 B A C A5.01 A5.01 5 01 EXIS ING BLOCK NEW 6X6 ACQ WOOD POST ON RETAI ING WALL AND EXISTING FOOTING WITH SIMPSON KEY PLAN STEP ABU66 POST ANCHOR TYPICAL NO SCALE TYPE 2 SHEAR WALL EXISTING RETAINING- --EXISTING BRICK PATIO WALL EXISTING BRICK PATIO LINE OF REBUILT DECK ABOVE EXISTIN EXISTING 31-0"X6'-8" ZL 3'-0"X6'-8" ai DOOR 58'-1" DOOR I Q, 7'-18° 8'-211 Il'-Il$° �_1��� - 8' 12'-1a° 2'-10ll EX15TINGi 2-2X10 MIN EXISTING 2-2XIO HDR MIN 111 Z = CDHTP2020 CDHTP2020 CONTRACCTOR SHALL V.IF. (2)CDHTP 3026 CONTRACTOR SHALL V.I.F.F_ I U 0 774 lu f-- 2-2X8 HDR MIN 2-2X8 HDR MIN REFRIG CONTRACTOR SHALL V.IF. — -Q ' CONTRACTOR V.I.F. CONTRACTOR VJF. `" I —LINE OF LINES UP WITH HOLD NEW BENCH '� Z 4° FOUNDATION I DOWN FROM FIRST FLOOR ANEW 1 5�� W 5�� 5�� ' I WALL 21-I 4- 4- _ I a $ 8 CABINETS 21-10 CABINETS 4$ 3-10 8 8-5 4° 8Lu 1L w c1f 1�1 lu all �' NEW I I Lu coYo ISLAND L- - L L Ji�- - J EXISTING BATHt�l1 ' WITH I z x [a CABINETS -- 3 CABINETS 3'-0'X 6-8" O I u i d 0— N EXISTING RECREATION AREA BELOW EXISTING RECREATION AREA N 0 " 2 " N � 2< z CONTRACTOR SHALL ADD YAW X g" WINE PROPOSED CARBON N MONOXIDE ALAR I w pr STEEL PLATE TO EACH SIDE OF r"!a EXISTING GIRDER FOR THE ENTIRE COOLER PROPOSED BAR o w w(L LENGTH OF GIRDER OR ADD ONE S"OKE DETECTOR SINK — _ U 1-3/4" X S-1/4"MICROLLAM TO EACH — - — I U� - tr SIDE OF THE EXISTING GIRDER FOR -- -{-Dj5 I-- " a -1 - EXISTING LAUNDRY RM a o o THE ENTIRE LENGTH OF THE GIRDER WASH = Cr w` "' PROPOSED WOOD EXISTING— POST ,=� DRWG. BY: J. ILLIG POST FROM ABOVE EXISTING BOILER RM _0„ 4" - TYPICAL OF 10 POST �, UP (3)2X10 2'-e" b'-8" rn CHK. BY: DOWN TO EXISTING GIRDER GIRDER `�' THIS DRAWING,PREPARED FOR TIE SPECFlC PROJECT :::.:•::::::. :.�:::.�:::. :::::::::.:�::::::::::.�:. :::::::.�::. ::. :.�:::.�::•:: - INDICATED IS AN NSTRUIv1ENT OF SERVICE AND THE -- -- -- �- - - PROPERTY OF BURTON,BEHRENDT,SWTK NFRINGRFNT EXISTING RETAINING WALL OR ANY USE OF THIS DRAWING FOR ANY OTHER PROJECT IS PROHIBITED.ANY ALTERATION OR REPRODUCTION OF THIS DOCLAENT IS ALSO PROHIBITED 2° Si_3u Si_3u WITHOUT TIE WRITTEN CONSENT OF THE ARCHITECT OR ENGINEER EXISTING St0 AREA EXISTING 3" DIA STEEL COLUMN EX15TG _ RAGI ON REPUTED 24" X 24" X 12" I I LINE OF 3" DROP N SMOKE OPO w CONC FTG.TYPICAL OF 5. CEILING DETECTOR m 15'-23° CONTRACTOR SHALL V.IF., „ 4'" 2'-43" POU tE 4 8-11 I I S 4 8 P O 0 o2 � . - lU cv o X - 4311 - 4crillco T 8 - EXISTING STORAGE AREA NPTOn o DIN PfnDT SAH 11 PROPOSED WOOD_ P05T FROM ABOVE _ fIRGri171CGTURe O icnaintcama TYPICAL OF 6 POST EXISTING UTILITY RM LINE OF 3 DROP IN PROPOSED 10" DIA 244 EAST MAIN Sr. DOWN TO FOUNDATION CEILING CONCRETE SONOTUBE a PATCHOGM, N.Y. 11772 ::. FOOTING TYPICAL OF 3 M _ (631) 475-0349 - :::: : :: ::::::::::::::::: ::::: ::::::::; :....... :::::::;: ::::: :::::::::::::::::::::::::: :;:::::;: ::::;:;:: :::::i::::;::;:::;:: :::: ::::::::;::::::::::::::::: :::::::::: ......:::;::::......:: :::::;::;:::::;:::: :: : :::: ..... . ...... ...... ..... .. . .... .... ....... ..... ..... FAX 475-0361 EXISTING CONC'�E , FOUNDATION WA;.L 8 46_c3IIBill 1-6 l-0 ll-(011 LO 48'-1" 01 10'-01, ��aEo 1651 A f OF N E`rl NOTE: SEE SHEET A 2.00 PROJECT FOR SHEAR WALL 6EAMM RESIDENCE B A G DETAILS F'ROFM ALTERATM A5.01 A5.01 A5.01 MATrITUCK NY PROP06ED FOUNDATION PLAN LEGEND. WD G TITLE NOTE: ALL NEW WINDOWS AND DOORS SHALL PROPOSED FOUNDATION PLAN BE MARVIN STORMF'LUS IZ3 WITH IG LOW E II AREA OF LiVING 5 F CE .�� ,/�" ,f-Oil ARGON LAMINATE U--035 OR BETTER IN LIEU EXISTING WALL OF IMPACT RESISTANT GLAZING X" WOOD PROPOSED WALL STRUCTURAL PANELS WITH A MAXIMUM SPAN OF = _ _ _ _ _ REMOVE WALL SCALE: A5 NOTED 8 FT MAY BE USED N ACCORDANCE WITH 8-8-11 TABLE R3.012.12 OF THE NYSRBC.SEE SHEET � PROPOSED WOOD POST DATE: B A501 FOP.TABLE. PROPOSED 14OLDOWN SIMPSON HDUS-SDS2.5 ID P/U DATE: 51D DATE FILE NO: os"m4 A-2.01 OF REV. DATE ITEM NO. REV-1 3-5-12 CONST. CHANGES B A C A5.01 A5.01 5 01 /�j KEG' PLAN REBUILD EXISTING DECK RAIL No SCALE Ml -58" 3,_611 31_61� T-114° 9'-lla" 31_611 �`bl� 8'-la" 1'-10" b'-0" REBUILD EXISTING DECK TYPE 2 SHEAR WALL LLINE OF EXISTING BALCONY ABOVE cdo PROPOSED LU 0- CABINETS I Ift � Z z ITDH3 0 ITDH3 0 ITDH 860 ON6065 ITDH3 TD 3860 ITDH3 0 CDH 3214 CN6065 O 2-2X10 HDR 2-2X10 HDR 2-2XIO HDR d)1-3/4" X 5-114" 2-2X10 HDR -2X10 H 2-2X10 HDR 2-2XI0 HDR -1 - - MICROLLAM HDR M`CROLLAIM HDR f SINK L-- WI11 NE COOLIER _ EDGE OF COUNTERTOP Q tS� 0 NEW WINDOW SEAT BELOW COIUNTER AT OPENING 1 I % x AS PER OWNER 3 FLANKED EACH - 5"' CENTER OPENING IN 5 I 0 PROPOSED KITCHEN 0 3'-q" w LU 24-54" SIDE BY BGUILt IN LIVING ROOM Wd k=2i1 4g I IS'-0" 0 4ii - O (� - u, e < O to c � 0 - O `� PROPOSED 3 FT WIDE - n ISLAND CABINETS lu O O � UPPER CA51MET _ I I O �c - EGRESS DOOR WITH NEW jL/ 0 a w EACH SIDE OF "`a Q "' 2-2X8 HDR O '= N - PASS THR04UGH cD XIS DINING R"i 0 O +- - EATING HEIGHT O jL o EXISTING COUNTER U_ L 6-I" I o co 0 u EXISTING LIVING - EXISTING STEPS I x N e PROPOSED STOVE WITH MICRO ABOVE a[IItA m z U N USE THIS WALL FOR NEW PLUMBING TO ABOVE o w X a PROPOSED WOOD COP N_ PRROPOSED (2) POST FINISH AS SMOKED REFRIG ° o _ O " 1-3/4"X94/4" PER OWNER I� DETECTORI w ,n�a p MIICROLLAM HDR `r d o; NIA I EXISTING PANTRY _ a 5-1 I "` DRWG. BY: J. ILLIG ' �� EXISTING BATH � ° 5 � N m Q LU WOOD POST DOWN TO 8 8'-811 4g° 1�-011 CHK. BY: EXISTING GIRDER DN UP �" CONTRACTOR SHALL�- FIELD FIT PLUMBING THs DRAWING,WARM FOR T►E SPECHC PROJECT OF 10 2-2X10 DR PROPOSED POSTS CHASE NDICATED IS AN NSTRIJMFM OF SERVICE AND RE PROPERTY OF BURTON,FMENDT,W K NFRNGRfNT PROPOSED -� -- CDHTPi616 - OR ANY USE of WI ED.A NG FOR ANY OR csl tt PROJECT IS PROFITED.ANY ALTERATION OR O I I I I a I 2-2X6 HDR cn REPRODUCTION OF THIS DOCLKfNT IS ALSO PROH EI) �r t SMOKED t ( I 11 CRO HAT D I I I I O -' WrI4W DE WRITTEN CONSENT OF THE ARCHTECT 0 I zn DETECTOR t o I A A OP TO °R ENG I N L 2-2XI0 FLOOR JOIST o i p �I St B I `� @ X o p a.l CR S �44D I e I PRO SED t at I I - o a � °ot A O t o � I t 5�� I t � - 0� a t LINE OF PROPOSED SECOND CONO E aL48 g /113/8 0 - Q FLOOR ABOVE NOTE: ALL NEW WINDOWS AND DOORS SHAILL 1 _ BE MARVIN St0>�11PLUS IZ3 WITH IG LOW E Ill `� uI PROP SED I r I LU m Q N O u � 0 X ARGON LAMINATE U=035 OR BETTER IN LIl£U i U_ 01 HO E D ER I e I - ISTI OYE I I x III I I N r� O cA EDGE OF PROPOSED PATIO r' 9 X VE x 5�� an X -2 C1 -1 r � i4- � cv K1 � cn _� � x IL1 OF IMPACT RESISTANT GLAZING " WOOD x 0 cqI I�`' 8 I o� i I I zm CRO HAT D t STRUCTURAL PANELS WITH A MAXIMUM SPAN OF �n�ao TO � � � �'_95�� EN 4'-10- 4�" N X 8 FT MAY BE USED IN ACCORDANCE WITH - � °' 2 8 6 4 II AROPo D D I �' x N bURTOn bff QfnDT*ATff e ui �n PI D VE Y TO IZE x TABLE R3012.12 OF THE NYSRBC.5EE SNEEt _r X z I I I I t HOU DO R t p 2X8 CEDAR ARBOR HD a i �I I I TRY OOR D I I I I -- -- flRCtfIT1CCTURic O�namt`1CRina A5_01 FOR CABLE. iu w VE '� 1 (L 2-2X10 FLOOR JOIST EXISTI BATH WI A OPOSED 4X4 ACQ WOOD POST 2 2X10 FLOOR JOIST a - 244 EAST MAIN Sr. I SMOKEO +- ENCASED IN DECORATIVE -1d TEctoR I I z COLUMN,TYPICAL OF 3 PATC 40GUE, N..Y'.�111772 ON (631) 475-0349 INDOUJ ,4'�ND DOOfz COMPL 1,4NCE C�4�4izT _ 2-2x10 HDR 2- 12 HD 2-2X10 HDR Emu- _ _ FAX 475-0361 MODEL NUM5ER 5Q FT' LIGHT 5Q FT AIIR EGRE55 5F EGRE55 Y/N (2)ITDW3412 (2)ITDH3412 3 TYPE I SHEAR W TYPE I SHEAR WALL ITD1-I3860 11.31 6.05 6.05 1'E5 1'-6" 1'-0" 1'-6" ITD1-13640 6..47 3.45 3.45 NO SEE FRortt ELEVATION FOR DOOR AND WINDOWS ABOVE RE� ARC CN6065 311.24 15.43 15.43 YEB DOOR MODEL NUMBERS10'-8a" I6'-gas" 13'-38"0. 1'-9 ° , ITDH4252 10.71E 5.69 5.69 NO 58'-1" * : t ., 4 GUIFD 6260 22?.31 11.30 1-1.30 YE5 - -� ITDH34-12 12-19 6.61 6.61 TES ' '� OF N � �OQ N� ITD1-13060 0:.45 4.64 4.64 NO CD1-ITP 3214 5 j56 2.94 2.94 NO CDHT1= 1616 3.110 1.93 1.93 NO � ,q G PROJECT CDHTP 2020 4'95 2.02 2.02 NO 5.01 ZE_ l A501 SsEAMAN R{:SIDQdCE P�OPOaF.D ALTERATI01� CDHTf= 3026 10.02 5.44 5.44 NO CDHTP 4020 10.24 5.313 5.39 NO LEGEND DETTTNOTE: SEE SHEET A 2.00 MATIMIMNY OAILS AR WALL DWG TITLE CU5TOM CIRCLE TOP 5:9 +/- NON-OPERATIONAL N,4 NO PROPOSED FIRST FLOOR PLAN CUSTOM TRANSOM 14.4 +/- NON-OPERATIONAL NA NO j ��-��� � EXISTING WALL PROPOSED WALL SCALE: AS NOTED CN2665 9'95 13.63 13.63 TES _ _ _ _ _ - - - - - - REMOVE WALL 8-8-I FfR5ED® O FIR5T FLOO FIi-AN ® PROPOSED WOOD POST DATE:O PROPOSED HOLDOWN SIMPSON HDU8-SDS25AREA BID P/U DATE: BID pad 113(o .44 11 4 11=1,-O,I FILE NO: 09-394 5F A-2.02 OF i I i REV' DATE ITEM NO. B A G REV-1 3-5-12 CONST. CHANGES 5 01 A5.01 A5 01 3 I 3 58' _12Li I i 33'-28" _ ' 0" TYP 2 SMEA W L PROPOSED.BALCONY w- Itp1,3860 ITDH3860 ITOH3860 ITDM3640 CN6065, MU05-1 ITDH3860 r Ic 9 2-2XSHDR 2-2X8HDR 2-2X8HDR _ JATH FUR OUT 2-2X10HOR 2-2XSHDR T S RIq 4 L 13'-1311, 4 2 0 2"0 4" 2-2XSI-IDR 13'-1 " n� N 4'-0" KEY FLAN N X x = BEDRM CLO CLO BEDRM NO SCALE 1'-8" PROPOSED qk MASTER BED RM MASTE BEXIS ING FIREPLACE SMOKELn 0) PR OSED NEWDETECTOR 014'-4?" b'_"14" HEA H `" 3-2X12 RAFTER- - - - - - - - - - - n B - - -I • - 4- 12 RAFTER-- NON-BEARING NON-BEARING x I 1-3/4"X14" I �O WALL I x x I WALL p MICROLLAM w '� `4 vi"i RIDGE N PROPOSED I_ 1�� _ 9 11.1 Q-- -1 E N I I PROPOSED I r r Q x x `° oj OPOSED 36° CARBON 2-441O" _ O �,x Not H HAND RAIL MONOXIDE SMOKEOCLO O Z �--- Q u I I a - _ _ ALARM I DETECTOR I 9, oDp i� O 3-2XI2 HDR 3-2X12 HDR _ 3-2X12 MDR _ pr 6a go. �'8° --� PROPOSED 4-2XI2 \ Lu CrJl l l - «� OKE RARER -1 + E RI �l�� ? �6 BATH Q UALL 7-T- DE CtOR ��. i ti �• 'Pl i X 8• Q Ze'-m^x b-e^3 P s pNCs FI� I s- ^x e-e^ +ti I DN ` H SEATZ Ott—__ OWE '� O tu c r l2 -3/ X -1/ ' ICROLLAM,NDR 2-2XI0 MDR ! 4HA ED A O Q TUB L1 I CLO I BEARING O 36° I BED EL I 6' 3'-0' Q- Lu - "` I� �XI2 RR I 2X12 RR - II 13'X3' ATTIC — --- Q O cf) ID 16d� ® 16" OC WIC HIGH UA l2)1-3/4 XII-Z/8 0 Q N MD S ROLLAM, II ( I I PANEL g" ��� 1'-10" 51-10" 1� I _ 12-2X10 MDR W_ 3'X3' ATTIC X N �r SHELF I SMEL « I� ATTIC - ACCESS I I I X CRO HA ED A II �, PANELI m `'' I N TO YER ELOW I DOG HOUSEPROPOSED r ATTIC I TCHE^ RE PEN 12 RR 2 I DORMER SEE U I TO B OW I _ 1 I I DETAIL w PROPOSED D __ � � p 1� OC 16 OC � DDOG HOUSEORMER SEE 2-2 HDR I A5 01 �O o A5 01 I LA-2X I 8/A2�5 � 8/A2 05 ITDH4252 ITDH4252 Mir 12 RR 2 2 DRWG. BY: J. ILLIG N g lb OC +9 I OC 2- HD CHK. BY: SEE FRONT ELEVATION 2,_51„ THS DRAWING,PREPARED FOR TFE SPECFIC PROJECT 2'-5Ya" FOR WIND MODEL 4 PROPERTY oFIS ANN INSTRMNT of SERVICE MM AN HE E I SW NUMBERS 01 GRUff TYPE Ile W OR ANY USE OF THS DRAWING FOR ANY MER N OR ROOF LINE ROOF LINE REPROPDUCTION�OF DDOCUI�ENT IS ALSPROFIIIINTED ANY OPROHBITED i WITHOUT THE WRTfTEN CONSENT OF THE ARCHTECT OR ENGNEER b'-063_�1„ 3�_-11�, ��_I � 4'_21,� 31_11�� 3�_�I„ 13'_-111, 8 2 2 8 EQUAL it EQUAL 8 2 2 8 6' NOTE: SEE SHEET A 2.00 01 48'-1" 10'-0" FOR SHEAR WALL DETAILS - 58'-1" NOTE: ALL NEW WINDODWS AND DOORS SHALL LEGEND BEMARV INSTO �Z3 WITH LOW 11 6URTOf o b Qf HDToATtEMN � OR eTTER. IN OF IMPACT RESISTANT'GLAZING X" WOOD OF WALL B A STRUCTURAL PANELS (WITH AMAXIMUM SPAN OF C PROPOSED WALL nRcnRecTURtOinalniccmna A5 01 A5 01 8 FT MAY BE USED IN ACCORDANCE WITH A5.01 = _ _ _ _ = REMOVE WALL 244 EAST MAIN ST. TABLE R3.01212 OF TH'1E NYSRBC.SEE SHEET PATCHME, N.Y. 11772 _ ASldl FOR TABLE. ■ PROPOSED WOOD POST FIROF05ED 5ECO�I ID L O O K �4L A�I 0 PROPOSED HOLDOWN SIMPSON HDU8-SDS2.5 (631) 475-0349 I �t ' �t FAX 475-0361 A ;P-;zA- _ 11 9NO qcA A= \1>4 v NOTGH DEPTH < 25% D HOLE DIAMETER < 40% D ,. OUTER 1/3 OF SINGLE STUD ��aED A qC, SPAN ONLY 0 �5 GEC P. s„ A/ . NEW 4" VENT THRU ROOF 5TUD }�;wt ' 1 5EE DETAAL -I / A2.05 PLATE HOLE DIAMETER t, 'f 'I;��� > 40% < 60% D 2" VENT 2" VENT U5E DOUBLE STUD r651 a SOP HOLE EDGE F N AV. I FL-A-V-. 1 FL-Fv. D15TANGE > 5/8" W.G. W.G. REROUTE EXI5TIN6 I I/2" OWER TUB 111211 OWER �B VENTS A5 REQUIRED SU NR THIRD OF 5EGOND FLOOR 2" kJ 2" 211 211 PROJECT SEAMAN MSIDENCE 3" 3° PROPOSED ALTERATIONS GO , / MAT rMJCK NY DWG TITLE TIE INTO EXI5TIN6 5ANITARY TIE INTO EXISTING SANITARY I/4 J015T " 0 y PROPOSED SECOND FLOOR PLAN GO DEPTH, MAX. 2 MIN (rly I/3 J015T - EXISTING DEPTH, MAX. 5ANITARY TO EXI5TIN6 APPROVED 5Y5TEM 113 J015T SCALE: AS NOTED DEPTH, MAX. /6�J015T �� DATE: 8-8-11 DEPTHNAX• BID P/U DATE: DO DATE FILE NO: FLUM51NG R16E NOTCHING AND 50RING DETAIL- A-2.03 OF REV. DATE ITEM NO. RE V-1 3-5-12 CONST. CHANGES (q- Sd nails each end) Dye U5E A MINIMUM OF IT 51m son 5tron -Tie 4- Sd Halls each endTWO 8d NAIL5 TH115 G520 strapping END " 51DE OF RAFTER ® 16" O.G. GUT GTH 'ATM LENGTH 10" TOTAL FOUR Sd NAIL5 INTO RAFTER CLEAR CLEAR SPM 5PAN o • P 1/2 -3X3 BEARIN6 PLATES UNDER NUT " TWO Simpson Strong-Tie 8d NAIL5 ° 5/8" DIAM G520 strapping ° INTO °° X 12" LONG ® I6" o.c. EHb o PLATES :,. ANGHOR BOLTS Provide minimum 1 5/8" KEG PLAN 5impson 5trong-Tie '. ® 24" O.G. EIGHT H7 12" FROM CORNERS end distance No SCALE INTO NAIL5 ; : Equal clfied nUall of Simpson Strong—Tie LAP STRAP UNDER ;�.�:�,•. 5TUD 51LL PLATE AND each end H 1 PROVIDE 51LL 5EAL (4- 8d nails each end) MAY BE INSTALLED ON BETWEEN STRAP AND TERMITE SHEILD BACK FACE OF HEADER 4— NT5 Z O Q � IC ) RI06E BOARD +- 4' PERIMETER ZONE Z Q Q PANEL FIELD NAILING 0 LU LU 4" OG NAIL 5PAGIN6 METAL GAP FLASHING TRIPLE PLYWOOD IN51DE PIPE 4I 5OLDER TRIMMER RAFTER LAPSEAM ® EXTERIOR - Uj � � ut OUTLOOK BLOCK '� RAFTER cf� � 0 4" OG NAIL 5PAGIN6 FLT5HA5HIN6 5LEEVE ® Co 5EALENT ® ROOF 4 PIPE PENETRATION ° ASPHALT 5HIN6LE5 VAPOR BARRIER EXTERIOR PLYWOOD 5HEATHIN6 �— : . WOOD JOI5T5 U I MAX (5EE PLAN FOR 51ZE) DOAPER O 0 ' fL ry 2" MIN SIDE COVER 6ABLE END WALL WOOD BRI06IN a o PB66 FASTEN AS PER MANUFACTURES SPECS. 110, DRWG. BY: A USE STAINLESS STEEL CONNEGTION 011, CHK. BY: THIS DRAWING,PREPARED FOR THE SPECIFIC PROJECT INDICATED IS AN NSTMAYT OF SERVICE AND THE PROPERTY OF MON,BEHRENDT,SMTH.INFRINGEMENTDETAIL r:) IDETAIL (o IDETAIL I DETAIL S REP CXIME OR ANY USE OF HISS DRAWING FOR ANY OTHER PROJECT IS PROHIBITED.ANY ALTERATION OR REPRODUCTION OF THIS DONT IS ALSO PROHIBIROM TED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT OR ENGNEER 2"x4" GONTI NUOU5 LATERAL BRAGS AT 6o.r_ GEILING JOIST 2-I0d NAIL5 GABLE END WALL ENDWALL 6URTOfl o 6ftlRNT*.%g 1 DOUBLE HEADER 10-8d NAILS A OUBLE flRCHnrcrURC*EnaintERIna TRIMMER r 2 I NGH A I RSPAGE RAFTER 244 �"�MAIN �" BLOCKING OC�U BETWEEN GHIMNEY PATCHE, N.Y. 11772 4 FRAMING (631)475-0349 FAX 475-0361 5d GOOLER NAILS ATr 101 o.c 2"x4" BLOGK NAILED TO EAGH JOISTS BRAGS WITH 4-I0d NAILS GYPSUM BOARD LA -------- 5cl GOOLER NAILS AT' T" oxc j REGRE P. D A,q �O r� 20 GAGE STRAP �C3 , RAFTER 10-8d NAILS BLOGKIN6 rr 0A ]DOUBLE WALL STUDS FAGS NAILED 10-8d NAILS DOUBLEHEADER �- 5ectlon A-A V �. 16514 40 -IDETAIL c3— IDETAIL 10. DETAIL H PROJECT SEAMAN RESIDENCE PRr7P03ED ALTERATM MA1TiiUCK NY DWG TITLE DETAILS SCALE: AS NOTED DATE: 6-5-11 BID P/U DATE- BID DAM FILE NO: OS'.W A-2.05 OF REV. DATE ITEM NOTE: THE BASEMENT OF THIS DWELLING AS PER NYSRBC NO. LINE OLD ROOF 116 NOT CONSIDERED A STORY ABOVE GRADE BECAUSE: REv-1 3-5-12 CONST. CHANGES 11) THE ENTIRE FIRST FLOOR IS NOT 6 FT ABOVE THE FINISHED GRADE. :2)THE FLOOR ABOVE THE BASEMENT IS NOT 6 FT SEE DETAIL 10 FOR ABOVE FINISHED GRADE FOR MORE THAN 50 FRAMING AROUNNDD C CHIMNEY PERCENT OF THE TOTAL BUILDING PERIMETER LINE OF OLD ROOF 13)THE FLOOR ABOVE THE BASEMENT IS NOT 12 FT LINE OF OLD WINDOW ABOVE FINISHED GRADE AT ANY POINT. 'THEREFORE NO AUTOMATIC SPRINKLER SYSTEM IS REQUIRED RAKE OVERHANG SEE — — — — — — — — — — ,AS WOULD BE REQUIRED BY SECTION R313.5 NYSRBC 12" / CUSTOM MARVIN STORM PLUS BUILT-UP PLATE ON FLOOR II DETAIL blA20E, 12„ I CIRCLE TOP I JOIST At THIS LOCATION SEE RAKE OVERHANG SEE (� SECTION 5/A50 DIETAIL 6/A2.05 / Z"' I 6" WIDE RAKE BOARD I RAKE OVERHANG SEE / / DETAIL b/A2.05 REAR WALL —" / TOP PLATE 12 - - - - - - - - - REAR W,4LL TOP PLATE - - - - — - - - - �f - - - - - - - - - - - - - - - - ❑❑❑❑ - - - -I - - - ❑❑❑❑ IE1E]E1El;H E211Aof NARDIEPLINGLE SIDING ANK S DING EXISTING BALCONY co I KEY PLAN BUILT-UP PLATE ON RLOOR 1X814ARDIETRIM FRIEZE BOARD 1 X 4" WOOD TRIM 1X4 HIARDIE TRIM — — SECO R FLOOR NO SCALE JOIST AT THIS LOCATION SEE CUSTOM MARYIN STORM PLUS TRANSOM WINDOW SECTION B/A521 TO MATCH DOOR WIDTH ILISECOND FLOOR - - - - - - - - - - - - - - - - - - - - - - - - - FIIRST FL CEILING- a — - - - - - - - - - - - - - - - - - - - TFTIT - - - _ _ - - - - CONTRACTOR SHALL REMOVE FIRST FL — - P EXISTING TRELLIS JOISTS AND -- CEILING LEDGER BOARD FOR THE PROft'OSED TRELLIS INSTALLATION OF NEW WINDOWS Tdl (I, OVER PROPOSED _ PATICO � AND RECONSTRUCT AS I e N ❑ ❑ co BASEMENT BASEMENT co a I I CEILING HLI FIRST LU Z '- < FLOOR FIRST FLOOR_ — _ _ _ _ Q --t BASEMENT CEILING --ter GRADE ❑ ❑❑ ❑❑ ❑ ❑❑❑❑ LINE OF OLD EXISTING WINDOW .� GRADE �' 1 X 4" HARDIE TRIM AROUND WINDOWS TYPICAL CUIFp6268 L7EOF OLD Q WINDOW REBUILD DECK ❑ ❑ ❑ ❑ ❑EE❑ MIS WINDOW - I I I � II II GRADE - 'Q c� � � 1 X 4" HARDIE GONER BOARD TYPICAL —J� I MCIA u u ❑ ❑❑ ❑❑ ❑ ❑❑❑ a I REPLACEMENT WINDOW I BASEMENT 0 c TYPICAL OF 3. IS NOT FLOOR I I I __ __ E CREQUIRED TO BE STORM PLUS I BASEMENT FLOOR _ — _ - m— _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ MID POINT OF BASEMENT FRONT ELEVATION U - - - - - - - - -- - - -� U NOTE: ALL NEW WINDOWS AND DOORS WALL 14411=,,-0 BE MARYIN LAMINATE U LUS , O WITH IG LOW E 11 LEFT ELEVATION AEON LAMINATE U=035 OR BETTER IN LIEU I 0 � OF IMPACT RESISTANT GLAZING V WOOD STRUCTURAL PANELS WITH A MAXIMUM SPAN OF 1/4 11=1 -0" f—EXTEND CHIMNEY UP S FT MAY BE USED IN ACCORDANCE WITH �� �� �j DRWG. BY: J. ILLIG TABLE R3.012.12 OF THE NYSRBC.SEE SHEET A5-01 FOR TABLE. z CHK. BY: THIS DRAWING,PREPARED FOR THE SPECFIC PROJECT - - INDICATED IS AN NSTRUI OF SERVICE AND THE PROPERTY OF BURTON,BEHRENDT,SiATH MFRNGEVENT LINE OF OLD RO OR ANY USE OF THIS DRAWING FOR ANY OTHER LINE OF OLD ROOF PROJECT IS PROFITED.ANYM ALTERATION OR REPRODUCTION OF THIS DOCUMENT IS ALSO PROFITED EXTEND E�(ISTNG BALCON�' REPLACEMENT DOOR IS NO \\ wmiarr THE wRIrTEN coNse�rr of THE ARCHITECT O OF HOUSE REQUIRED TO BE STOW PLUS ( OR ENGI ER T END 12" \ � 6"WIDE RAKE BOARD GLAZING REAR WALL TOP PLATE — — — _ — — _ — — — — _ _ _ _ _ _ _ \ _ — REAR WALL TOP PLATE Ll - 6URT0110 MIN Rf11DToSMITt1 nacnnrcruQr O malntYRlna till `� 2" EAST MAIN ST. EXISTING BALCONY PATCHOGUE, N.Y. 11772 I LINE OF OLD ROOF (631) 475-0349 FAX 475-0361 SECOND FLOOR _ _ _ _ SECOND FLOG - -— — — — — — — — — — — — — — — — FIRST FL CEILING — — — — — — — — — — — — — — — _ _ FIRST FL CEILI — — — ^I A A ❑ ❑❑ _, NEW 3 FT WIDE EGRESS DOOR ��p�ED Aq � . ❑ Ll❑ REEBUILD E fStING DECKor I I REBUILD EXISTING DE Em- - m 11111111111 1111 m 1 r h F O RST L R 0 FINISH G FIRST FL _ - - - -- - OF N E� — - _ 1 T ILING , \ ❑❑❑ ❑I � I \ ��� ��� � EXISTING WINDOW ' NEW FINISHED \ I ❑❑ ❑I f I \ I o I I o I `�'� I I GRADE I I PROJECT Q o ��� r I ' PROPOSED PATIO LNIDATION IIIL-1AITRATM EXISTING WINDOW LJ ❑ ❑❑ , I Ll MATfMNY BAS)=MEN r FLOOR�14 - - - - - - - - - I - - - - �( I BASEMENT FLOOR - - — _ - - - - - - - DWG TITLE EXIESTING RETAN1% I I ELEVATIONS WALL STEPS — — — — — — — — — — — — — — — — _ _ _ — — — -- _ -1- _ _ _ — — SCALE: AS NOTED E ❑ � � _ �I_ _ _ _ - - - - EXISTING RETAINING REPLACEMENT WINDOW DATE: 8-a-n TYPICAL OF 2. 15 NOT MID POINT OF BASEMENT EXISTING DOOR REPLACEMENT WINDOW EXISTING DOOR REQUIRED TO BE STOW PLLUS BD PN DATE:FILE NO: os-BID DATE WALL TYPICAL OF 2. IS NOT GLAZING � REQUIRED TO BE STORM PLUS REAR ELEVATION GLAZNG FRIG ELEVATION REPLACEMENT WINDOW. IS NOT A-4.01 i/4"_�'-�'I REQUIRED TO BE STORM PLUS 1/4 11_�'_o" OF GLAZING REV. DATE ITEM 1-3/4" X 14"MICROLLAM RIDGE BEAM GABLE END BRACE SEE PROPOSED CATHEDRAL ROOF CONSTRUCTION(TYPICAL) NO. DETAIL 9/A205 CONTINUOUS RIDGE VENT GABLE END BRACE SEE REV-1 3-5-12 CONST. CHANGES 3-2X12 HEADER ASPHALT SHINGLES RATED FOR 120 MPH UPLIFT DETAIL S/A2.05 SET UP IN RAFTERS 15 "BUILDING PAPER 12" 1/2" APA RATED EXTERIOR GRADE PLYWD SHEATHING 1-3/4" X 14"MICROLLAM RIDGE BEAM 2XI2 ROOF RAFTERS AT 16" OC 12" R-30 BATT INSULATION WITH VAPOR BARRIER SIMF'SON H-I 2X4 COLLAR TIES 6 16" OC 1 SIMPSCONNECTIONH-1 SEE 2XIO CEILING JOISTS a 16" OC 1/2"GYP BD. STRAP RAFTERS TO STUDS RAKE OVERHANG SE I ���� -w L DETAIL 4/A2 05 IX6 HARDITRIM Bp FASCIA DETAIL 6/A2.05 „ SCHEDULE VENTED HARDISOFFIT WITH 2X4 OUTLOOK BLOCK 12 2-2X8 HEADER OVER ► I I I I I I I I I I I I I I I I PROVIDE LEADER AND GUTTERS �„ CIRCLE TOP WINDOW 2X6 6 16" OC FOR PROVIDE DRIP FLASHING 2-2x8 TRAY CEILING 1'-9" HDR MIN (2)1-3/4"Xll-1/8" HAL PROPOSED 5DR9 PROPOSED MASTER BDRM MICROLLAM HEADER TYPICAL EXISTING WALL CONSTRUCTION TYPICAL NEW WALL CONSTRUCTION 2-2XIO HEADER OVEN a NEW JAMESHARDIE SIDING Mko JAMESHARDIE SIDING TRANSOM WINDOW NEW TYVEK HOUSEWRAP CLO TYVEK HOUSEWRAP PROPOSED 14N `A NEW 1/2" APA RATED EXTERIOR GRADE PLYWOOD SHEATHING 12" APA RATED EXTERIOR GRADE PLYWD SHEATHING PROPOSED - 36" HIGH NEW 12" INSULATION BOARD R-3D 2 X 10 BLOCK 12" INSULATION BOARD R-3.0 WINDOW/DOOR ASSEMBLY GUARD 2X4 STUDS 9 16" OC (RJR-OUT FOR INSULATION) CONDITIONED ATTIC 2X6 STUDS 6 16" OC RAIL NEW 2-2X6 TOP PLATE STRAP RAFTERS TO STUD 2-2X6 TOP PLATE SHELF 2X4 BOTTOM PLATE SEE STRAPPING 2X6 BOTTOM PLATE R-21 BATT INSULATION WITH VAPOR BARRIER SCHEDULE R-21 BATT INSULATION WITH VAPOR BARRIER KEG' FLAB( - 12"GYPSUM BOARD NO SCALE 2-2X12 HEADER OVER e 12 GYPSUM BOARD TOP OF NEW FLOOR JOISOt� TRANSOM WINDOW NEW 2 X 10 FL JOIST 2-2x10—� (2)I-3/4"X9-I/4" TYPICAL PROPOED FLOOR CONSTRUCTION I TYPICAL RECONSTRUCTED WALL CONSTRUCTION EXISTING TOP PLA SISTERED TO EXISTING HDR MICROLLAM HE DER NEW 3/4" PLYWD SUBFLOOR 'IESHARDIE SIDING FLOOR JOIST EXISTING FOYER SISTER NEW 2X10 FL JOIST TO EXISTING FLO JOISTS YEK HOUSEWR,AP EXISTING WALL— SISTER PVC BLOCK AT MID SPAN New APA RATED EXTERIOR GRADE PLYWOOD SHEATHING DEN EXISTING LIVING R1 RAIL SYSTEM 12"GYP BD EXISTING DINING a NEW 12" INSULATION BOARD R-3� MAINTAIN EXISTING PAN a� NEW 2X4 STUDS 0 16" OC EXISTING 2-2X4 TOP PLATE NEW WINDOW SEAT-----,, NX6 DECK TYPE AS FLASHING OR PROVIDE TYPICAL EXISTING FLOOR STRUCTION TYPICAL EXISTING FLOOR CONSTRUCTION E TING 2X4 BOTTOM PLATE 1 AS PER OWNER SELECTED BY OWNER NEW FLASHING AS 3/4" PLYWD SUBFLOOR 3/4" PLYWD SUBFLOOR 0 REQUIRED 2 X 8 FJ 6 16" OC 2 X 12 FJ 9 IV' OC _ NEW INSULATION WITH VAPOR BARRIERcq NEW COMPOSITE LUMBER 12" GYP BD 12" GYP BD 0 12 GYPSUM B w IN SEELLEICTED BY OWNER cr Z SI TRIM BELOW DOOR - - - - - - - - cn O EXISTING ENTRY SLAB - 1� NOTCH POST J�� Z U AROUND HEADER (� 0 _ FIN GRADE 2 X 6 ACQ LEDGER BOARD LAG AND TRIM DOWN t0 FIN GRADE =1 11=1 11=1 11= - -I I-III -III _ _ _ BOLTED TO EACH FLOOR JOIST WITH 4X4 AT TOP FOR ul c!n '�-III=1 I I- REBUILD DECK SEE SECTION B =1 I I=1 I I=1 11= =f1I -III EXISTING CHASE EXISTING STORAGE _EXISTING BOILER RM EXISTING REC R'1 -I 1=1I 1=1I EXISTING STORAGE AREA EXIS71 R=C R'1 l2)�" DIA X 6" LONG 6 16" OC. RAIL POST (� 'I-I I I- I=1 11=1 11= _ PROVIDE COIL FLASHING BEHIND — � II I I=III AND OVER TOP OF LEDGER BOARD �-- Q Z =1I 1= EXISTING 3-2X10 �, - 1=1 I I= r- EXISTING 3-2X10 2-2X10 ACQ HD 1!-� '� Q -! I GIRDER ON 3" DIA ;_ �;� III-III GIRDER 2 X 6 ACQ DECK JOISTS 6 16" OC WITH 6X6 ACQ WOOD POST STEEL COLUMN ON 24"X24"X12" CONCRETE r- I SIMPSON S.S.JOIST HANGER At LEDGER DOWN TO EXISTING PIERS Z Q BOARD SIDE AND HEADER SIDE WITH SIMPSON ABU66 in to CQ FOOTING TREX RAIN EXCAPE SYSTEM BETWEEN JOISTS ANCHOR ENCASE POST ILA WITH IX8 TRIM BOARDS O FIN GRADE ZL III=1 =' 1J_l O O L - J III-I i 1= 8" =1 I I- A IL I-III- REMOVE AND REPLACE ALL EXISTIN ONFLICTS 11=1 +� 0 I I II ,I ASSOCIATED WITH THE INSTALLATION OF G ER I EXISTING PATIO REMOVE AND REPLACE ALL EXISTING CONFLICTS REINFORCING.REINFORCING SHALL BE EITHE 9" STEEL EXISTING CONCRETE L4_ ASSOCIATED WITH THE INSTALLATION OF GIRDER PLATE ON EACH SIDE OF GIRDER FOR THE ENTIRE L 1,_4„ FOUNDATION WALL AND REINFORCING.REINFORCING SHALL BE EITHERY4" X 9" STEEL GIRDER OR 1-3/4" X 9-1/4"MICROLLAM TO EACH SIDE OF FOOTING PLATE ON EACH SIDE OF GIRDER FOR THE ENTIRE LENGTH OF GIRDER FOR THE ENTIRE LENGTH OF GIRDER BOTH OPTIONS GIRDER OR 1-3/4" X 9-1/4" MICROLLAM TO EACH SIDE OF SHALL BE THROUGH BOLTED WITHX" DIA STEEL BOLTS 12" OC GIRDER FOR THE ENTIRE LENGTH OF GIRDER BOTH OPTIONS STAGGERED TOP AND BOTTOM. C) SHALL BE THROUGH BOLTED WITHY" DIA STEEL BOLTS 12" OC w SECTION STAGGERED TOP AND BOTTOM. 5ECTION 5 NOTE: ROOF VENTILATION SHALL BE PROVIDED A7 A MIN � C.9 aFPROPERTY o I TO 150 OF THE AREA BEING VENTED AS PER(RW62) 114 =1'-0 BY: J. ILLIG NOTE: SEE NAILING AND STRAPPING SCHEDULES SHEET A21d0 AND FLOOR PLAN FOR SHEAR WALL AND HOLD DOWN PROPOSED CATHEDRAL ROOF CONSTRUCTION(TYPICAL) LOCATIONS DRAWING,PREPARED FOR THE SPECIFIC PROJECT CONTIMU^ ') RIDGE VENT IS AN NSTRUtvENT OF SERVICE AND THE F BLRTON,BEHENDT,SMTHL NFRNGE1vENT ASPHAL SHINGLES RATED FOR 120 MPH UPLIFT NOTE: ALL ROOFS SHALL HAVE ICE AND WATER SHIELD FOR USE of THIS DRAWNG FOR ANY OTHER 12" 15 "BUILDING PAPER THE FIRST 24"FROM THE EAVE'S EDGE TO THE INSIDE OF THE T IS PROHBITED.ANY ALTERATION OR 12"APA RATED EXTERIOR GRADE PLYWD SHEATHING EXTERIOR WALL LINE AS PER R9052.1.1. E of THE CONSENT Is Also O-11TE T GABLE END BRACE SEE 1° I-3/4" X 14"MICROLLAM RIDGE BEAM wm+aJr T}E WRITTEN CONSENT of THE ARCHTEcr NOTE: UNDER_AYMEN7 SHALL BE APPLIED WITH CORROSION OR ENGINEER DETAIL 9/A2.05 2X12 ROOF RAFTERS AT 16" OC R-30 BATT INSULATION WITH VAPOR BARRIER RESISTANT FASTENERS IN ACCORDANCE WITH MANUFACTURER'S 2X4 COLLAR TIES 6 W6" OC INSTALLATION INSTRUCTIONS-FASTENERS ARE TO BE APPLIED 2X10 CEILING JOISTS ® 16" OC ALONG THE OVERLAP NOT FARTHER APART THAN 36" OC, 12" GYP BD. PROPOSED CATHEDRAL ROOF CONSTRUCTION(TYPICAL) 1R9052.12) CONTINUOUS RIDGE VENT IX6 HARDItRIM BD FASCIA ASPHALT SHINGLES RATED FOR 120 MPH UPLIFT � VENTED RD WITH 2X OUTLOOK B 15 "BUILDING PAPER " PROVIDE LEADER AND GUTTERS 12" APA RATED EXTERIOR GRADE PLYWD SHEATHING NOTE: PROVIDE FIREBLOCKING AS PER R602B. 2X6 16 OC FOR 1-3/4" X 14"MICROLLAM RIDGE BEAM 1) IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND DURTOn bfflRfnDT*ATfI Ea. TRAY CEILING Q. TYPICAL NEW WALL CONSTRUCTION 2XI2 ROOF RAFTERS At I6" OC PARALLEL ROWS OF STUDS OR STAGGERED STUDSt AS FOLLOWS: „ PROPOSED B TH PROPOSED 5DR1 JAMESHARDIE SIDING R-30 BATT INSULATION WITH VAPOR BARRIER A)VERTICALLY At THE CEILING AND FLOOR LEVELS. aRCHITt ruRe O vnainumina I-10 TYVEK P^SEWRAP 2X6 COLLAR LIES g 16" OC 244 EAST MAIN ST. 1/2 aTED EXTERIOR GRADE PLYWOOD SHEATHING B)HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET bus e 12" INSULT,i ION BOARD R-3� 12"GYP BD. 2) AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES PATCHOGUE, N.Y. 11772 R-30 BATT INSULATION °O 2X6 SCUDS 16" Or, 14ARDITRIM Bp FASCIA SUCH AS OCCUR At SOFFITS,DROP CEILINGS AND COVE CEILINGS. 631 475-0349 WITH VAPOR BARRIER _ T �IE VENTED HARD15OFFIT WITH 2X4 OUTLOOK BLOCK PROVIDE LEADER AND GUTTERS 3) IN CONCEALED SPACES BETWEEN STAIR STRINGERS At THE TOP AND BOTTOM OF THE RUN FAX 47S-O3Gl 2X6 B TOM ENCLOSED SPACES UNDER STAIRS AND ANY SOFFITS SHALL HAVE GYP Bp. R-21 GATT INSULATION WITH VAPOR BA IER 2X(o CEDAR TRELLIS JOIST 1(o" OC 12"GYPSUM BOARD 4)At OPENINGS AROUND VENTS,PIPES,AND DUCTS AT CEILING AND FLOOR LEVEL,WITH AN _-__ APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF e 12" COMBUSTION. I [ - 5)ALL SPACES BETWEEN CHIMNEYS AND FLOORS AND CEILINGS THROUGH WHICH CHIMNEYS RED Ay 2-2X10 CEDAR HEADER FOR TRELLIS 2'4" ZL 1 PASS SHALL BE FIREBLOCKED WITH NONCOMBUSTIBLE MATERIAL SECURELY FASTENED IN �S� z P. S C E EXTEND EXISTING FLASHING AND PLACE.THE FIRE BLOCKING OF SPACES BETWEEN CHIMNEYS AND WOOD JOISTS,BEAMS,OR �o CANT. MAIN ROOF HEADERS SHALL BE t0 A DEPTH OF i INCH AND SHALL ONLY BE PLACED ON STRIPS OF � �° ' �" �C� STRAP JOIST TO STUDS BALCONY CONSTRUCTION TO END METAL OR METAL LATH LAID ACROSS THE SPACES BETWEEN COMBUSTIBLE MATERIAL AND 9 . . , OF HOUSE SEE FIRST FLOOR PLAN THE CHIMNEY. * , HARDIE SOFFIT TWO IXS HARDIE FREEZE t PROPOSED ACQ TREATED 4X4 WOOD I BOARDSjl POST WITH PER'1ACAST COLUMN OVER ix� REPLACEMENT DOOR STEP FLASHING TYPICAL FOR ` I EXISTING WALL EXISTING PANTRY EXISTING KITCHEN 2XI2 RR 16" Oc ALL DOG DOR 1ERS y� PROPOED FLOOR CONSTRUCTION 4-2X12 RAFTERS �. OF 51A _k TABLE R3012.12 I I NEW 3/4" PLYWD SUBFLOOR 4-2XI2 RAFTERS 0 N E N e PROPOSED DOUBLE 2XIO FL JOIST 16" OC ' PROPOSED 6" I I 6' WINDWI;NEE DEBRIS PROTECTION FASTENING BLOCK At MID SPAN TYPICAL NEW WALL CONSTRUCTION THICK REINFORCED I I 12"GYP BD '- JAMESHARDIE SIDING SCHEDULE FOR WOOD STRUCTURAL PANELS CONCRETE PATIO I I - TYVEK HOUSEWRAP FASTENER SPACING (INCHES) I SISTER NECW 12" APA RATED EXTERIOR GRADE PLYWOOD SHEATHING FASTENER TYPE PANEL SPAN LESS THAN PANEL SPAN 4 FT PANEL SPAN 6 FT FL JOIST 7i0 SHELF 12" INSULATION BOARD R-3-0 PROJECT ! FIN GRADE EXISTING FLOOR EXISTING 2-2X10 FJ 2X6 STUDS I6" OC OR EQUAL TO 4 FT LESS THAN OR LESS THAN OR _ 2-2X6 TOP PLATE EQUAL TO 6 FT EQUAL TO 8 Ft IF WPM ALTERATIONS SERW 10" DIA CONCRETE - '-1 I I�III DEMOLIREBUILDTION PLAN.FOR DEC SEE TMORE IAFORMATIION 5 AND ONtION SONOTUBE I I '' -I I I., ii I I I - - NO.6 SCREWS Ilb" OC 12" OC 9" OC 2X6 BOTTOM PLATE FOOTING WITH - EXISTING WAL i S1MPSpN 5/CS2 05 i EXISTING FOYER R-21 BAT? INSULATION WITH VAPOR BARRIER Li PROVIDE " ACQ CREATED PLYWOOD, " In" GYPSUM BOARD NO.8 SCREWS 16" OC 16" OC 12" OC POST ANCHOR INSULATION BOARD AND HARDIE SIDING MATTilUCK NY OVER FND WALL AT THIS LOCATION 2-2XI0 FJ SISTER NEW EXI871 LAUNDRY EXISTING BATH ODM EXISTING CONCRETE CONDITIONED ATTIC FL JOIST t0 a. VS TABLE IS BASED ON lam MPH UAND SPEEDS AND A 33 FOOT MEAN PROF DWG TITLE 6ECTION D IIOHT. FOUNDATION WALL AND EXISTING SECTIONS FOOTING b. FASTENERS SHAH BE INSTALLED AT OPPMWx ENDS Cr-11-E WOOD STRLMPAI- 1��"=1'-0" PANEL FASTENER&SHALL BE LOCATED A MINK M OF I NCH FROM THE EDGE OF _ III _ THE PANEL I 1= -= a FASTENERS SHALL BE LONG ENOUGH TO PETETRATE THiZaW TFE ExTERIOR WAIL SCALE: AS NOTED I=III= MAIMF 14 ANMCrNIE INTO I-VCONCWM BLOCK OR CONCFaM,AND INTO STEEL EXISTING CONCRETE I I1=1 DATE: FOUNDATION WALL AND i I! NPR4M�r.HEAS�T�ED OF s.F OB CoqCIRM E A MNn�Hr l OF Bids DATE BID P/U DATE: { FOOTING d WIC SCREWS ARE ATTACMD To MASONRY OR MASONRY/8Tll w THET&HALL 09_.w BE ATTACHED USING VIBRATION-(RESISTANT ANCHORS HAVING A MINRIJM ULTUMATE FILE NO: -SEC� 101\l C WITHDRAWAL CAPACITY OF 490 PAAIDS. 114 11 =1'-011 A-5.01 OF REV. DATE ITEM NO. REV-1 3-5-12 CONS.CHANGES KEY PLAN NO SCALE EXISTING BALCONY OUTLET IN FIXTURE WITH 7 WATERPROOF WATERPROOF FIXTURE WITH BOX BOX WATERPROOF \ BOX 1 FUR OUT 0- R WALL d') _ U TUB 17 O z U BEDRM CLO CLO BEDRM f— _ MASTS BED RM EXISTING FIREPLACE PROPOSED Q Lu MASTER BATH DETECTOR —1 r_ LU PROPOSED NEW / cl HEARTH O _ PROPOSED _ _ \ _• 1 _ _ _ - < O - - - r O 4 Lvu MAROON T MONOXIDE I I I LU O I ALARM A L 1 (L I I � _ o / PROPOSED d PROfPOSED— o KESMO oSMO DETTECTOR . $13 3 -�— DETECTOR I-bg CLO-1 �` • B/ ATH I •T\ SEAT 0OKI HOWE 0 I / I qA';h HED AO I TUB DRWG. BY: J. ILLIG OPO 3 6° II � BED EL HIGH UA ro 3 WAYI Y I I f CHK. BY: I I I I SWITCH AT 3 X3 C THIS DRAWING,PREPARED FOR THE SPECIFIC PROJECT I ROS A C A BOTTOM OF I/ I ACCESS INDICATED IS AN NSTRUvENT OF SERVICE AND THE \ I STAIR PROPERTY OF BURTON,BEHRENDT,SMITH.NFRINGEIv£NT I OF, TO F E B OW I PANEL OR ANY USE OF THIS DRAWING FOR ANY OTHER 31X3' ATTIC II I� II I I I ATTIC 2-2XIO HDR REPRoPucECTIONIS PROHIBITED.ANY ALTERATION Aso PROHIBITED ACCESSPANELS III I II / I PROPOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT I DOG HOUSE OR ENGINEER ATTIC TO SWITCH IN I I II TCHE ARE PEN II FOYER DORMER SEE II I III DETAIL PROPOSED--�I TO B OW I = I J I DOWER DOG HOUSE � _ � � CAI o � — � 8/A2f�5 DETAIL S/A2.05 I 2- HD WTOn o btf PtHDT*SAITO 11RCHffCCrl*fn(IMTRina 244 EAST MAIN ST. ROOF LINE L ROOF LINE PATCHOME, N.Y. 11772 (631) 475-0349 FAX 476-Ml LEGEND I GAR P S,t Cy/ EXISTING WALL PROPOSED WALL - - - - - - REMOVE WALL '}' ® PROPOSED WOOD POST PROPOSED 14OLDOLLN SIMPSON 10U8-51)525 F 1651A 40P F N E`N PROPOSED LIGHTING OUTLET FIROF06EID SECOND FLOOR ELECTRICAL FLANPROPOSED GFI DUPLEX RECEPTACLE PROJECT SEAMMWSII M 144 I,_ -0" PROPOSED DUPLEX RECEPTACLE PROPOSER ALTERATIONS 3 WAY WALL SWITCH MATTI'ILIgC NY 3 DWG TITLE PROPOSED SECOND FLOOR WALL SWITCH ELECTRICAL PLAN h SCALE: A5 NOTED DATE: 8-8-II r BID P/U DATE: 510 DATE FILE NO: All EAU OF