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Home My WebLink About40035-Z Town of Southold 8/21/2017 0 P.O.Box 1179 4' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39146 Date: 8/21/2017 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1120 Trumans Path, East Marion SCTM#: 473889 Sec/Block/Lot: 31.-12-6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/26/2015 pursuant to which Building Permit No. 40035 dated 8/26/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS INCLUDING FIRST FLOOR DECK, SCREENED PORCH WITH OUTDOOR SHOWER AND SECOND FLOOR DECK TO AN EXISTING ONE FAMILY DWELLING PER ZBA DECISION #6681,DATED 10-17-2013, AS APPLIED FOR The certificate is issued to Swanson, Steven&Swanson,Beate of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37791 07-22-2014 PLUMBERS CERTIFICATION DATED 05-19-2017 6 B d Piecuch u ho d Signature o�SUFFot,r�oTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE a . SOUTHOLD, NY 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#: 40035 Date: 8/26/2015 Permission is hereby granted to: Swanson, Steven & Swanson, Beate 185 E 85th St Apt 25B New York, NY 10028 To: construct interior alterations including a dormer addition to an existing single family dwelling as applied for: Replaces BP#37791 At premises located at: 1120 Trumans Path, East Marion SCTM # 473889 Sec/Block/Lot# 31.-12-6 Pursuant to application dated 8/26/2015 and approved by the Building Inspector. To expire on 2/24/2017. Fees: CO -RESIDENTIAL $50.00 PERMIT RENEWAL $200.60 Total: $250.60 Mid Build in pector TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY 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#: 37791 Date: 2/6/2013 Permission is hereby granted to: Swanson, Steven & Swanson, Beate 185 E 85th St New York, NY 10028 To: construct interior alterations including a dormer addition to an existing single family dwelling as applied for At premises located at: 1120 Trumans Path, East Marion SCTM # 473889 Sec/Block/Lot# 31.-12-6 Pursuant to application dated 2/4/2013 and approved by the Building Inspector. To expire on 8/8/2014. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $501.20 CO -ADDITION TO DWELLING $50.00 Total: $551.20 0 Building Inspector I -7-7'�D T 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 2/10 of I%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$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$15.00 Date. t New Construction: Old or Pre-existing Building: (check one) Location of Property: 11.E �2U Nl xw, s F7�71-� X- tt?/Z/0iy House No. Street a Hamlet Owner or Owners of Property: �57ZEP/-6Z/ t::74 �1��}iU SQ'&j Suffolk County Tax Map No 1000,Section Block /2- Lot 067 Subdivision Filed Map. Lot: Permit No. Q Date of Permit. -' ''j Applicant: -�.��C Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ r A plicant Sign e pf S Town Hall Annex ® Telephone(631)765-1802 54375 Main Road o Fax(631)765-9502 P.O.Box 1179 �� roger.riche rtR)town.southoId.ny.us Southold,NY 11971-0959 '® c®UM,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Steven Swanson Address: 1120 Trumans Path City: East Marion St: NY Zip: 11939 Building Permit# IiO� 37791 Section: 31 Block: 12 Lot 6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: All Pro Electric License No: 33703-me SITE DETAILS Office Use Only Residential X Indoor X Basement X 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 200 Heat Duplec Recpt 21 Ceiling Fixtures 7 HID Fixtures Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 12 Smoke Detectors 1 Main Panel 200 A/C Condenser Single Recpt Recessed Fixtures CO Detectors 1 Sub Panel A/C Blower Range Recpt Fluorescent Fixture 1 Pumps Transformer Appliancesdui Dryer Recpt 1-30 Emergency Fixtures Time Clocks Disconnect 200a Switches 25 Tvwst Lock Exit Fixtures 11 TVSS Other Equipment 1-combination smoke/co detector, 2-paddle fans, 2-exhaust fans Notes: Inspector Signature: Date: July 22 2014 81-Cert Electrical Compliance Form.xis �hMIN r=QEUVE MAY 1 9 2017 BUMDING DEPT. TOWN OF SOUTH0 Town Hall Annex Telephone(S31)-765-1 02 54375 Main Road Fax(631).765-95-02 P.O.Box 1179 Southold,New York 11971-0959 f COU BUILDING DEPARTMENT TOWN OF SOUTHOLD - CERTIFICATION Date: //7 Building Permit No. H V 0 3 S Owner: -S.-reven St"Janson (Please print) Plumber- LB ro-a -P1 eC U C h (Please print) I certify that the solder used in the water supply-system contains less"than_ 2/10 of 1% lead. "(Plumbers-Sigaature) = Swom to before me this 00NNIE 0 auNCW Nota ry Public,State of Now York day of_ 20-a No.01 BU61 aW50 _ CauaWW In Suffolk County N Commission Expires Aprfi 14,2 d� Notary Public, County OF SOOT,yo H O 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC 1 N [ ] FOUNDATION 1ST [ [ ] FOU N 2ND [ ] INSULATION FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT CAL (FINAL) REMARKS: DATE 1./ ® INSPECTOR 7 7—� pF SOUTyo coulm, TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECT"m [ ] FOUNDATION 1ST [ ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL REMARKS: DATE INSPECTOR C) so 1 UNi'l,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] 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 INSPECTO 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTIO [ ] FOUNDATION 1ST [ ] R H PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: l DATE INSPECTOR 3 N O LA fjf s 0 i coulm,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 1 NSPECTION [ FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) LECTRICAL (FINAL) c 1 REMARKS: DATE �� 13 INSPECTOR OF SOVT�,�I G • �O � cOUNi`I,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 - INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE l� INSPECTOR ` 00 � ��pF SOUTyo TOWN OF SOUTHOLD BUILDING DEPT. 765-18®2 INSPECTION [ FOUNDATION 1ST ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL REMARICS. DATE 1 Y Z OI INSPECTOR f SO �f 3150000, cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , [ ] FOUNDATION 1ST ( ] ROUGH PLEIG. [ ] OUNDATION 2ND [ ] I ULATION [ FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) / REMARKS: NJ& • wAin vlt✓ o V'✓ Accus. ow5G IN gowile c�ohn 'n �,al,oF✓ . w DATE INSPECTOR / IIMM VV SOUTyolo . N O i TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [XROUH PLEIG. FOUNDATION 2ND [ ATION FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: V DATE INSPECTOR 1 IW-2m 26 FAS ROUGH . . n! PLUMBING res / • 1��`�Ji'�� _mss., .1_ �/� _ .A► ��-_ _- ... STATE ENERGY CODE RON! ADDiTibNAL COM! , NTS r WI , I ; 1 tr, IUWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST S BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 li 4 sets of Building Plans TEL: (631) 765-1802 - �- Planning Board approval FAX: (631) 765-9502 22 Survey SoutholdTown.NorthFork.net PERMIT NO!-' Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20_ Single&Separate Storm-Water Assessment Form Contact: // Approved c216,20 /� Mail to: l�7fi((c L�E'l eei ckMy/ Disapproved a/c Phone: Ce31-40-2 -�(e�2 Expiration 20 1 4 ro��, n� Building Inspector V PLICATION FOR BUILDING PERMIT FEB o 1� 2013 Date JUa , 20 INSTRUCTIONS BLDG.DEPT. a �r F.SOU H inpletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning'aineridments or other regulations affecting the property have been enacted in the interi4n, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder 412ci 7-rF_c-_� Name of owner of premises v72FFAloCJ �f 066-9 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 77 201 �5; House Number Street` " Hamlet County Tax Map No. 1000 Section Block Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy R,66 / C b. Intended use and occupancy /�6 f 7-;�&-ZW/ 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work 2� C-0 (Description) 4. Estimated Cost /©��! z7 � Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 2 r Rear 2 Depth Height Number of Stories / � r Dimensions of same structure with alterations or additions: Front Rear � 2 Depth Height 22, 4g�, ° Number of Stories r /� 8. Dimensions of entire new construction: Front Rear pa�,,Depth Height Number of Stories �` - 9. Size of lot: Front .�(, Rear -!5-0 Depth e 10. Date of Purchase L>91Z9.112. Name of Former Owner 11. Zone or use district in which premises are situated /2-¢U 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V" 13. Will lot be re-graded? YES NO/Will excess fill be removed from premises? YES NO 14. Names of Owner of premises &VI<(VQUV61!�t9lll Address/4!5E-57, UKC Phone No.J4ei eTg-4 Name of Architect 11F//- irf<<66 Address A10 -V6 AAf 6651fPhone No Name of Contractor Address 7 Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ✓ NO a' IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS AY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES vNO * 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. 18. Are there any covenants and restrictions with respect to thisproperty? YES NO V * IF YES, PROVIDE A COPY. STATE OF NEW YORK) j SS: COUNTY OF 7;/ LG//z Cl�ll�� c��Gr� being duly sworn, deposes and says that(s)he is the applicant (Name of individual) signing contract) above named, (S)He is the /�7`G�GG(�f-[L� CC NNIE D. BUNCH acus, � • �na . �;New�Y®,�4 (Contractor, Agent, Corporate Officer, etc.) No.01BU6185050 4uaiiiied in Suffolk County of said owner or owners, and is duly authorized to perform or have performed theCsgifll" 'aFFIMMAKP alit fe-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 o before me thy, ,Iday of '/�vl'LlC�z/- 20 Notary Public -Signature of Applicant T r ' L i BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK j PERMIT NO.8333 DATE: NOVEMBER 13,2013 ' ISSUED TO: STEVEN& BEATE SWANSON I PROPERTY ADDRESS: 1120 TRUMAN'S PATH,EAST MARION SCTM#31-12-6 AUTHORIZATION 1 `Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold,and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on November 13,2013 and in consideration of application fee in the sum of$250.00 paid by Beate&Steven Swanson and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and i permits the following: f �a { ( Wetland Permit to construct a screened porch addition with second-floor roof '. terrace; and construct a 245 square foot first-floor deck to the existing 1-1/2 story dwelling; with the condition to establish and subsequently maintain a 10' wide vegetated non-turf buffer from crest of bank seaward using native vegetation; and as depicted on the site plan prepared by Frank Uellendahl,R.A., last dated October 16, 12013 and stamped approved on November 22, 2013. f j IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said.Board as of this date. a ; 1 3 Michael J.Domino,President ��rtg SOUly� Town Hall Annex John M.Bredemeyer III,Vice-President h0 l® 54375 Route 25 P.O.Box 1179 Charles J.Sanders Southold,New York 11971 Glenn Goldsmith G ® �� Telephone(631) 765-1892 A.Nicholas Krupski �COU Fax(631) 765-6641 � NT`I,�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1371C Date: August 8, 2017 THIS CERTIFIES that the construction of a screened porch addition with second-floor roof terrace; and construct a 245 square foot first-floor deck to the existing 1-1/2 story dwelling; with the condition to establish and subsequently maintain a 10' wide vegetated non-turf buffer from crest of bank seaward using native vegetation; At 1120 Truman's Path,East Marion Suffolk County Tax Map#1000-31-12-6 Conforms to the application for a Trustees Permit heretofore filed in this office Dated October 19, 2013 pursuant to which Trustees Wetland Permit#8333 Dated November 13, 2013,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for construction of a screened porch addition with second-floor roof terrace; and construct a 245 square foot first-floor deck to the existing 1-1/2 _..._._..__.__story dwelling with.the_condition to establish and subsequently maintain a 10' wide ve eta ated__________ non-turf buffer from crest of bank seaward using native vegetation. The certificate is issued to STEVEN&BEATE SWANSON owners of the aforesaid property. d Authorized Signature C- BOARD MEMBERS SOF so U� Southold Town Hall Leslie Kanes Weisman,Chairperson 01 53095 Main Road-P.O.Box 1179 Eric Dantes 'moo �� Southold,NY 11971-0959 Office Location: Gerard P.Goehringer Town Annex/First Floor,Capital One Bank George Homing 54375 Main Road(at Youngs Avenue) Ken Schneider !��°® Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF"PEALS TOWN OF SOUTHOLD Tel.(631)765-1809-Fax(631)765-9064 FINDINGS,DELIBERATIONS AND DETERMINATION ZBA FILE:6681 MEETING OF OCTOBER 17,2013 NAME OF APPLICANT: Steven and Beate Swanson SCTM#1000 31-12-6 PROPERTY LOCATION: 1120 Truman's Path,(adj.to Marion Lake)East Marion,NY SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type 11 category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of planning issued its reply dated September 11,2013 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. S LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FAC TS/DESCRIPTION. The parcel is 11,672 square feet in an R-40 district it is unproved with a 1- 1/2 story frame house and a cottage. The parcel is waterfront to Marion Lake.The parcelfronts Truman's Path for 50 feet at its eastern boundary,the northern boundary to an adjoining property is 236.97 feet,the southern boundary to an adjoining vacant parcel is 227.34 feet,and the western boundary to Marion Lake is 50+/-feet,as shown on the Site Plan prepared by Frank W.Uellendahl,R.A.dated 8/22/2013,referencing a survey by Young& Young dated 11/26/2012,and the survey of property prepared by Roderick Van Tuyl,P.C.dated 5/28/1974 for Robert Ketcham. BASIS OF APPLICATION: Request for Variances from Article 30M Section 280-124 and the Building Inspector's May 17,2013,amended June 24,2013 Notice of Disapproval based on an application for building permit for additions and alterations to existing single family dwelling,at; 1)less than the code required minimum side yard of 10 feet,2)less than the code required minimum combined side yards of 25 feet. RELIEF REQUESTED: The applicant requests variances to construct a proposed first floor screened-in porch with second floor terrace/deck above and first floor decking having a 5.3 foot side yard, where the code requires a minimum of 10 feet, and a 15.3 foot combined side yard where the code requires a minimum of 25, as shown on the Site Plan of Swanson Residence,sheet A-1,dated 08/22/2013,prepared by Frank W.Uellendahl,R.A. ADDITIONAL INFORMATION: In addition to the subject principal dwelling,there exists a cottage on this parcel that is in violation of CO # Z5983 dated July 1, 1974 which requires the cottage to be made into an accessory building with no kitchen or cooking facilities. Said cottage has a kitchen and cooking facilities in place as of f _ Page 2 of 3—October 17,2013 ZBA#6681—Swanson SCTM#1000-31-12-6 10/3/2013. A letter was received by the Board on October 15, 2013 from the applicant's architect re-confirming that this application includes a proposal to remove the existing kitchen and.convert the existing full bath to half bath per code for an accessory structure. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on October 3,2013,at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 6267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties.The proposed screened-in porch with terrace above and first floor decking are common features to a dwelling and will not change the character of the-neighborhood. The southerly nearby property is presently undeveloped and will not be affected by the proposed construction. 2. Town Law 8267-b(3)(b)(2).The benefit sought by the applicant cannot be achieved by some method,feasible for the applicant to pursue, other than area variances. Any proposed addition in either side yard will require side yard variances and the proposed additions would not be feasible if located in the front yard or rear yard because they would not function well with the existing layout of the interior spaces and basement access. 3. Town Law 8267-b(3)(b)(3). The variances granted herein for a side yard and combined side yards are mathematically substantial, representing 47% and 39% relief from the code, respectively. However, the variance relief is mitigated by the narrow width of the subject property, which is substantially narrower than adjacent properties,and the location of the existing house. 4. Town Law §267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created.The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in erect prior to or at the time of purchase. 6. Town Law 6267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of constructing-the proposed additions and alterations to the existing dwelling having a single side yard setback of 5.3 feet and a combined side yard setback of 15.3 feet,while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Schneider, seconded by Member Dantes, and duly carried,to GI2AI�+TT, the variances as applied for, and shown on the architectural drawings entitled "Swanson Residence", sheets A-1 dated 8/22/2013, A-2 dated 8/22/2013, A-3 dated 8/22/2013 and A-4 dated 6/28/2013, prepared by Frank W.Uellendahl,R.A.Subject to the following condition; CONDITIONS: 1. Continued construction to the principal dwelling shall only commence upon the satisfaction of the Building Inspector's determination that ALL conditions and requirements of C.O. #Z5983 have been met, specifically that the"cottage"has been converted to a conforming accessory structure. � 1 Page 3 of 3—October 17,2013 ZBA#6681—Swanson SCTM#1000-�1-12-6 That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey,site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board ofAppeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use,setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board.- Ayes: Members Weisman (Chairperson), Schneider, Horning Dantes. (Absent was: Member Goehringer) This Resolution was duly adopted(4-0). e Cal 4tu Leslie Kanes Weisman,Chairperson Approved for filing f® /� /2013 Town Hall Annex41 41 Telephone(631)765-1802 54375 Main Road P.O.Box 1179 c roaer.richertCa own sautf9ioq nV us Southold,NY 11971-0959 Q WELDING DEPARTMENT TOVM OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: j�(A LA Date: Company Name: Nk\ 9yo C—, \ C, (Name: 6:�( License No.: -�0 Address: 6 �' �� o c j7-19 Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: ` � � 2� � t c��.n s �� Gs r(1 ar I 0,1\ kCross Street: 'Phone No.: Oq 3�{ Permit No.: -11 raxMap District: 1000 Section: Block: _ Lot: , BRIEF DESCRIPTION OF WORK(Please Print Clearly) zailZ- Please Circle All That Apply) 'is job ready for inspection: NO Rough in Final Do.you need a Temp Certificate: YES/ NO emp Information(if.needed) Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other New Service: Re-connect Underground Number of Meters Change of Service Overhead idditional.information: PAYMENT DUE WITH APPLICATION Rzt- °° Town of Southold - Chapter 236 - Stormwater Management �r SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPUCANTNAME: Owner-Agent-Consultant-Co rcrOther(C'ueleOne) Property OWNER(UDifferent than Appltca" Z11:611k - W � L' 1 " l/ Address: L7 /f 0'�fL'L! ,Clft`'!lL' Address: Telephonett - Faxes Tekphonefi Y/�3 'C JQp- Fa�eiE E-Map: E-Mail: f 76f Pmp xV dress: l/2077 Y1P/d �47'L Brief Description of Construction Activity,Proposed StracturA BNON Soil S C T.M.S Staffialization BbH%Project Scope and/or Sequence ofConstruction Asfivky 1c�at soon aron- /moi (ProvWonddl&WP�es► ) EGM Name of contractor and/or Contact Person Responsible for Implementalton of SWPPP: ---------- Address: --- _----Address: Telephone 0: Fax tk -------------------------------------------- E-Mail. ----------------------------------- --------------------------------------------------�-- Nona of Parona Responsible for Installation&Mptntonnnes of Erosion Control Pr�[Ce: - Address- -------------------------------------------- Telephone#: Fax -------------------------------------------- E-Ilan: --------------------------------------------- Totel Area afAl - — Total Area of Land Clearing I Project Parcels: �� ancVarGfoundDlakvb=ce: ----------.---------------------------------- (eF.IAars) (BF.rAoa� Project Duration: Start End ------------------------------------------- t (Anticipated) �® Dam:®L� /�? Date:04(,11--_2 I l,Limeerorcrtmr,) I -`________________...____._e_________.__ VYIIIthis Project Disturbs five(5)orMore Acres at Q � ____ Any One Time During the Proposed Development? Yes No -------------------------------------..__--_- IfYES:PleaseArwwertheFoliowingl ---.--.-_--_-...._..-----------------------__-__- f'f a. Does the Applicant have a Qualified Inspector On ® � i Staff To Conduct the Required Inspections? Yes No b. Does the SWPPP Indicate How Frequently the Site Q [M List the NAMES or description of all PobnWally hapaemd waredrodiea ondlor Wetlands: Inspections will Occur and for What Period of Time? Yes No c. Does the SWPPP Adequately Identify All Temporary =1 ® ------- ------- -_ - and/or Permanent Soil Stabalization Measures? Yes ,�Noo- ------"-------------------------------- _-------_------ -.._____-. . ---_-_--- d. Does the SWPPP Adequately Identify a Complete = --.-._..---------------------------,----_____------ Project Phasing Plan? • Yes No Sows of yrpacW waled-4.(eg.TAML.303(d)t.t21e4 hnpalred-) e. Does the SWPPP Indicate Additional Site Specific Q Practices that Will be UtUb*d to Protect Water Ouaiity? Yes No f. Has the Applicant Submi ted a Completed DEC Notice Type of knPacted wated,ody:(eg.Lake.Creek Bar;Pond.Sound,Freahreaterwauand-) Of Intent and SWPPP Acceptance Form for Review by the Town of Southold? Yes No -- - _-- - -- CONNIED 13UNC us UM STATE OF NEW YORK, No.01�Sf18185050 COUNTY OF...Sal . - SS Qualified in Suffolk County Commission xpir s Of J0 1 hat I,..» 1r(ll ..l...... ..�eb.1 r.�.�t »»»».being duly sworn,deposes and says that he/s�e is ie a c t for 'ermit, (Name of individual a//��Nng Darroanent And that he/she is the ...../:�,7�L. i7e .. ». .».....».................»....»....»...»............». (Owner t?witrador,Agent,CoipoietaOtfioer,eOC.)» Owner and/or representative of the Owner or Owners,and is duly authorized toperto or have performed the said work and to make and file this application;that all statements contained in this application are foie the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed h Sworn to before me this; ......../ (f '�/7d /- 20»�) ....................... ...........day of.... . ».»». .» ..... . , NotaryPublic: ....:.. n � ......... . .. .....'`.�:(.�!1.............. ............. . . ........................................... ( . of AW-WO SWPPP Assessment FORM: 03-72 1 Date 77��67 �/5 File # TOWN OF SOUTHOLD COMPLAINT REFERRAL FORM Location of Complaint: Property Address:_ �� Lr - , ' 01 NATURE OF COMPLAINT: p ')6,1 1 - Dig'-e ACTION TAKEN: Optional: Complainant:-44 r mn By Phone_�(j Mait In Person Address Phone: Report Taken By: Date Date Referred to Code Enforcement: CODE ENFORCEMENT REPORT SITE INSPECTION REPORT/DATE: ACTION/DATE: w �� 6A L." j C� _C� JOEL DALY GENERAL CONTRACTING INC. P.O. Box 343 205 Boisseau Avenue Southold,NY 11971 631-765-1223 (Phone and Fax) February 28, 2017 Southold Town Building Department Main Road Southold,NY 11971 Dear Southold Town Building Department, In regards to the Swanson Residence (Permit Number 40035)we request an extension to this permit. We are right in the middle of the project and we need some extra time to finish. The permit is expiring this month. Thank you. Sincerely, D FE8282017 9JL4r- Joel Daly, Owner BUELDING DEPT. TOWN OF SOUTHOLD I ,•r* • , lot- f"4W opt At r3�, i ! 1p !. ..✓w *''R�,aI' 1y, r. ,y • �. i �� - I Ae 41 jo Aft A . t As � � TOWN OF SOUTHOLD- PROPERTY RECORD CARD qZ �Md- STREET "VILLAGE DIST. SUB. LOT OWNER ( 7-0 J,r 1141?�4-1 E,— ACR. FORMER 0 R N TYPE OF BUILDING S W C 0 vo (r tt� FARM COMM. CB. MISC. Mkt. Value RES. t7 VL SEAS. . LAND IMP. TOTAL DATE REMARKS VIV 1-2 71j gZI&9�K ,r6 t LJ 510 I L 7 ( Q't 119n, AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE Value Per Value F)Nlk-M— Acre Acre Tillable 1 Tillable 2 Tillable 3 Woodland FRONTAGE ON WATER Swampland 6 3 FRONTAGE ON ROAD. Brushland House Plot DEPTHBULKHEAD DOCK Total I M�i ■■■■■■ ■■■■■■■■■■■■■■■■■■■ �' ' ' . . ►r t ■■■■■s■ ■■■■■■■■■■■■■■■■■■■■ ` 's. ,}y x'y 3rn+i '`, rrlV"G`Yr1aTF` 1,. '` tet -• ■■■■■ ■■■■■Al ■■■■■■■.��,�■■■■■■■ x 5, , wt Iy k, ,Nw4 ■■■■■ ■■■■■■■ JENNE ■■■■■ ��■■■■■ ■ ■■■■■■■■■■t■■■■W■■■■■ MEMO ■■■■■■ ■1■■■!p■■■■■■■■■■' ■■■■■ ■■■■■■ ■■ �1�■■■■■■■■■■1■■■■■ ■■■■■■■I■■rl■■■■■■■■■�.�',■■■■■■■ ■■■■■■■ ■■■■■■■■■■■■■■■■■■■■ 1J , Foundation :. 4UTHDRIZED ALTERATION OR ADDITION TO THIS SURVEY 15 A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW (2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EASTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO Be USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIn ATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION:CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)h CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVA71ONS AND OR DATA OBTAINED FROM 071 I 400 Ostrander Avenue,Riverhead,Naw York VIC tel.631.12'1.2503 fax.631.121.0144 _I adminagoungengineeringizol I Howard W.Young,Land Svrvego Thomas C.Wolpert,Professional Enginee Douglas E.Adams,Prol'assional Engine i a �p Robart C.Tast,Architec Wj E i - " o SITE DATA S i -Y A AREA = II0'12 50. FT. VERTICAL DATUM = NA.v.DATUM(IgBB i q(� O qY v 20.1+4 Rr��to 2061 T 0.6 20 2 'a Of R �O � SURVEYOR'S CERTIFICATION fk �OY_ 20.45 5 f ---- 103 � P � := 20.44 0"**'o \\\��, ;�(f� X0.52 +20SI ,[� ILC \O'L/- s 053 22.20= 20.1 0.4'1 % RFa� ecwar J 2013 p';06?0 °011�\AO`` HOWARD W.YOUNG,N.Y.5.L. O.455CI3 Nps' N(7 \; 0�-( C r��9 .� ,, .� •✓ 16.60 '10.806 ;9SB 22.25= SURVEY FOR 22.23 ?`,+1a.�3 v``�� +1546 +16.01 ��\� � C' B —EATE SWANSON ,AO �o ��D(°0� �O� O� �0 at East Marion, Town of Southold 1.08 ep, hVj Suffolk County, New York BUILDING PERMIT SURVEY County Tax Map m9tri.t 1000 SOONon 51 Block 12 Lot 6 FIELD SURVEY COMPLETED NOV.20,20122 Ly MAP PREPARED NOV.26,2012 Record of Revisions tiQ RECORD OF REVISIONS DATE 50 0 15 50 60- Scale: 0Scale: I" = 301 J05 NO.2012-0239 DWG.2012_0259 I OF I O = MONUMENT SET ■= MONUMENT FOUND = STAKE BET = STAKE FOUND 'f Z DORMER AREA SUMMARY = o ADDITION APPROVED BY LOT AREA = ca.11,672 SF = 0 0 Fnn F �� P r;,� (f LOT AREA TO WETLANDS = ca,11,122 SF = 100.00% WfA BOARD OF TRUSTEES U�( - EXIST'G BLDG. COVERAGE = ca. 1,646 SF = 14.80% a ADDED BLDG. COVERAGE = ca. 485 SF = 4.36% W Q TOWN OF SOUTHOLD NOV 1 9 2013 TOTAL BLDG. COVERAGE = ca. 2,131 SF = 19.16% o DA MAX. BLDG. COVERAGE = ca. 2,224 SF = 20.00% '� z715RUNOFF CALCULATION- _ --1 y „ Boa,1 LCL_`e_ EXISTING STRUCTURES RUN-OFF CALCULATION FOR 2 OF RAIN TO BE CONTAINED ON SITE FOOTPRINT 1,438 SF; 100% run-off coefficient = 240 Cu.Ft �E !. mi PROPOSED® PROPOSED SCREENED-IN PORCH AND DECK i\�SI�Li L SURVEY BY YOUNG & YOUNG EAST MARION, NY PROPOSED 6 DIA. X 4 DEEP DRYWELL - 89 Cu.Ft. PROPOSED 8 DIA. X 4 DEEP DRYWELL - 168 Cu.Ft, DATED: NOVEMBER 26 2012 N 1120 TRUMAN'S PATH WITH GUTTER LEADERS FOR ROOF RUN-OFF (TYP/) WITH GUTTER LEADERS FOR ROOF RUN-OFF (TYP/) w �? CAMERA LOCATION FOR PHOTO VIEW #2::�] ARCHITECT Z FRANK UELLENDAHL P.O.BOX 316 �4 o GREENPORT, NY 11944 r 236.97' TEL 631-477 8624 o + + Q OWNERS 10 FT VEG TATED BUFFER + ++;++*+ o 0 0 0 STEPHEN & BEA SWANSON ALONG TH BLUFF CREST N L x + 1120 TRUMAN'S PATH k k (j"++++ EAST MARION, NY 11939 TEL: 347- 05-0934 + + + + Y +� + 1-1/2 STORY \ +++$� + + FRAME HOUSE COTTAGE 448SF + 35' W ++ " " " " " "" TO BE CONVERTED TO + 1 ,198 SF ;�r WORKSHOP WITH HALF BATH FRONT YARD o C + + \ WETLAND FLAG +++ +++ + �, + + + + ,+++ \ w ++++ _ +++ y 1ST FLOOR DECK 2ND FLOOR TERRACE oCD 245 SF 240 SF N +; + ++ +� +++x -- o o + a ir, �, a Cl- 51.7' ` , 3 \ 227.34 CD ` F- N D O D7 SILT FENCING AND STAKED STRAWBALES TO BE\ RECTED DURING CONSTRUCTION N N N N N p cD N d' Lf7 02-i DATE: 10/16/2013 • �_Nr-\f . a SCALE: 1/16° = 1'-0" CALE: 1/16" =1'4" o PROPOSED SITE PLAN SITE PLAN SCTM# = 1000-31-12-06 o N WOTLANnAppl 1"TinN TOWN OF SOUTHOLD DWG NAME SUFFOLK COUNTY, NEW YORK o o A-1 ©� DWG NO Generated by RESchec&-Web Software Compliance Certificate Project Title: SWANSON RESIDENCE Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Project Type: Alteration Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor. 1120 TRUMAN'S PATH FRANK UELLENDAHL,ARCHITECT EAST MARION,New York 11939 Compliance:5.3%Better Than Code Maximum UA:357 Your UA:338 The%Better,or Worse Than Code index reflects how dose to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Gross • Assemblyor or D•• Perimeter • Ceiling:Cathedral 555 0.0 21.0 24 Ceiling:,Cathedral 642 300 0.0 22 Wall:Wood Frame,16in.o.c. 1876 17.0 0.0 94 Window:Wood Frame,2 Pane w/Low-E 254 0.290 74 Window:Wood Frame,2 Pane w/Low-E 60 0.320 19 Window:Wood Frame,2 Pane w/Low-E 68 0.270 18 Window:Wood Frame,2 Pane w/Low-E 32 0.310 10 Floor:All-Wood JoisUTruss Over Uncond.Space 1197 13.0 0.0 77 Compliance Statement: The proposed building design described here is ' nsistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building a een designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck-Web and to comply With nd tory re ments listed in the REScheck Inspection Checklist. ; Name-Title R� ✓�� t Datef ,�.�� l-fJI Q O, f Project Title:SWANSON RESIDENCE Report date:01/31/13 Data filename: Page 1 of 4 i 1 Generated by ESchecic Web Software Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Project Type: Alteration Heating Degree Days: 5750 Climate Zone: 4 Ceilings: ❑ Ceding:Cathedral,R-21.0 continuous insulation Comments: ❑ Ceiling:Cathedral,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall:Wood Frame,16in.o.c.,R-17.0 cavity insulation Comments: Windows: ❑ Window:Wood Frame,2 Pane w/Low-E,U-factor:0.290 For windows without labeled 1.1-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window:Wood Frame,2 Pane w/Low-E,U-factor.0.320 For windows without labeled 1.1-factors,describe features: Vanes Frame Type Thermal Break? Yes No Comments: ❑ Window:,Wood Frame,2 Pane w/Low-E,U-factor:0.270 For windows without labeled U-factors,describe features: Vanes Frame Type Thermal Break? Yes No Comments: ❑ Window:Wood Frame,2 Pane w/Low-E,U-factor.0.310 For windows without labeled 1.1-factors,describe features: Vanes Frame Type Thennal Break? Yes No Comments: Floors: ❑ Floor:All-Wood Joist/Truss Over Uncond.Space,R-13.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC-rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. Project Title:SWANSON RESIDENCE Report date:01/31/13 Data filename: Page 2 of 4 v LI Wood-burning fireplaces have gasketed doors and outdoor combustion air. L] Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier.Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Comers,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight 1.1-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. Ll Materials and equipment are identified so that compliance can be determined. Li Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Ll Insulation R-values and glazing U-factors are dearly marked on the building plans or specifications. Duct Insulation: L] Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Ll Building framing cavities are not used as supply ducts. All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 11/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). n Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 8 cfrn per 100 ft2 of conditioned floor area. (2)Postconstruction total leakage test(including air handier enclosure):Less than or equal to 12 cfm per 100 ft2 (3)Rough-in total leakage test with air handler installed:Less than or equal to 6 cfm per 100112 of conditioned floor area. (4)Rough-in total leakage test without air handler installed:Less than or equal to 4 cfm per 100112 of conditioned floor area. Temperature Controls: L] Where the primary heating system is a forced air-fumace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: Lj Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. L] For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Project Title:SWANSON RESIDENCE Report date:01/31/13 Data filename: Page 3 of 4 • Circulating Service Hot Water Systems:, 0 Circulating service hot water pipes are insulated to R-2. Ll Circulating service hot water systems include an automatic or accessible manual switch to tum off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: Ll HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Ll Heated swimming pools have an on/off heater switch. Lj Pool heaters operating on natural gas or LPG have an electronic pilot light. Lj Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation, Where pumps operate within solar-and/or waste-heat-recovery systems. Ll Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: LI A minimum of 60 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage—15 (d)50 lumens per waft for lamp wattage>15 and—40 (e)60 lumens per waft for lamp wattage>40 Other Requirements: ❑ Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement'c'). 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.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title:SWANSON RESIDENCE Report date:01/31/13 Data filename: Page 4 of 4 201.0 New York Energy Conservation Construction Code Certificate Insulation . Calling/Roof 30.00 Wall 17.00 Floor/Foundation 13.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.29 Door Cooling,Heating& Heating System: Cooling System: Water Heater: Name: Date: Comments: AREA SUMMARY 5Z DORMER� � ADDITION LOT AREA = ca.11,672 SF = LOT AREA TO WETLANDS =ca.11,122 SF = 100.00% u) EXIST'G BLDG. COVERAGE = ca. 1,646 SF = 14,80% Z ADDED BLDG, COVERAGE = ca. 485 SF = 4.36% �; Q TOTAL BLDG. COVERAGE = ca. 2,131 SF = 19.167. y MAX. BLDG. COVERAGE = ca. 2,224 SF = 20.00% RUN-OFF CALCULATION RUN-OFF CALCULATION FOR 2'OF RAIN TO BE CONTAINED ON SITE EXISTING STRUCTURES 0 FOOTPRINT 1,438 SF; 100% run-off coefficient = 240 Cu.R. PROPOSED SCREENED-IN PORCH AND DECK RESIDENCE SURVEY BY YOUNG&YOUNG EAST MARION, NY PROPOSED GSUETTTER DLEEADERS FORPROOFWRUN-OFBF9(YP/) WITH GUTTER ED DLk LEADERS FORDEEP ROOFWR RUN-OFF(TYPnt DATED: NOVEMBER 26 2012 1120 TRUMAN'S PATH CAMERA LOCATION FOR PHOTO NEW 12 ARCHITECT FRANK USIENDAHL J4P O.BDX 16 ptEENPORT,W 11944 r 236.97 U 631-4n%24 10 FT VEGUATED BUFFER ' K' o o wNERs HB a 0 0 o SMEN&B SWATSON ALONG TH BLUFF CREST ` .4.. 1120 TRu S PATH `;a;:'; ----_ EAST MARION, 11939 TEL 347- 5-0934 1-1/2 STORY FRAME HOUSE COTTAGE 448SF 35' 1,198 SF TO BE CONVERTED TO FRONT YARD �WEMND FLAG WORKSHOP WITH HALF BATH o 1ST FLOOR DECK 2ND FLOOR TEDRACE� ' 245 SF \ 240 SF o, 51.7 227.34' SILT IFENCING AND STAKED STRAWBALES TO BE RECTED DURING CONSTRUCTIONES o o DATE: 10/16/2013 SCALE: PROPOSED SITE PLAN SITE PLAN WETLAND APPLICATION SCTMJ = 1000-31-12-06 TOWN OF SOUTHOLD � 0wc.NAME SUFFOLK COUNTY, NEW YORK A-1 gig DWG.NO Z DORMER 0 ADDITION (a RESIDENCE RESIDENCE EAST MARION, NY IN 1120 TRUMAN'S PATH ARCHRECT FRANK UEU.NDAHL P.O BOX 316 GREENPORT,NY 11944 TEL'631-477 8624 C3 El LED]01ROOF DECK OWNERS o � STEPHEN&BEA SWAt80N ^ I0 TRIONS PATH EAST12L ON, 05-09 4 TEL 347-205-0934 mi c SCREENED—IN PORCH 111111 liffil 111111 fill 11 U1111 1_11111 Hull HI 111 111111 111111 111111 1 IIIIII 111111 111111 IIH 11 HHII HLIII HUH HI Lj MEN DECK L__j L] L II II j l rJ II II 8 9,5' 5.3' at Screened Porch sSATE. 08/222013 � � � I � caLE: y4'=1'-0' 9,5 6,0 �I s� WEST ELEVATION OPOSED 6t 1 st A. Deck WEST ELEVATION OR NAME A-2 SCALE: 1/4 n o l'—O" ® DWG No 5 Z DORMER O ADDITION B RESIDENCE EAST MARION, NY IN 1120 TRUMAN'S PATH ARCHRECT FFMK 1.1110DAHL .�X GAEENPORT,P.ONY 11316 944 TEL:631-477 8624 OWNERS ® ® STEPHEN&BEA SWANSON 1120 TRUMAN'S PATH FIST MAMON,NY 11939 TEL 347-2054934 s ROOF DECK 111 11 IIIHI III I If"I 1 1111 11 1111 11 If If 11 11 If 11 1 111111111111111 11 111111 11 If 11 1111 if 11 11111 IIHII ULliff Hit ITTTI11TVII]ITa, O � PORCH' 26 26' 25.3 DATE 08/22/2013 —F -- SCALE, 1/4V-1'-0' 3 PROPOSED SOUTH ELEVATION SOUTH ELEVATION DWD, NAME A-3 SCALE: 1/4 ° = V-0° ®� AREA SUMMARY Z DORMER O ADDITION LOT AREA = ca,11,672 SF = o y LOT AREA TO WETLANDS = ca.11,122 SF = 100.00% EXIST'G BLDG. COVERAGE = ca. 1,646 SF = 14.80% M Z ADDED BLDG, COVERAGE = ca, 485 SF = 4.36% Q TOTAL BLDG. COVERAGE = ca. 2,131 SF = 19.16% o MAX. BLDG. COVERAGE = ca. 2,224 SF = 20.00% RUN-OFF CALCULATION y RUN—OFF CALCULATION FOR 2" OF RAIN TO BE CONTAINED ON SITE EXISTING STRUCTURES W w FOOTPRINT 1,438 SF; 100% run—off coefficient = 240 Cult. PROPOSED SCREENED—IN PORCH AND DECK o RE! , ; �' C' W SURVEY BY YOUNG & YOUNG 52 EAST MARION, NY WROPOUTTER SED DLIEADERS FORPROOFWRUN-0 FF 89 - WROPOUTTER SED DLIEADERS ORDEEP ROOFWRUN-OFF6(TYP/)t DATED: NOVEMBER 26 2012 N 1120 TRUMAN'S PATH ITHITHW 40 CAMERA LOCATION FOR PHOTO VIEW #2 o ARCHITECT Z FRANK UELLENDAHL X316 o GREENPORT, NYNY 11944 236.97' TEL: 631-477 8624 o = - ++ - OWNERS 10 FT VEG TATED BUFFER + + + + "' o o ++.•':}+ o o o = STEPHEN & BEA SWANSON ALONG TH BLUFF CREST #�►. „+ �' Ln EA MARION,TR N'S PATH NY 11939 # ,++++ _ (� A- 05-0934 +++'+�F + i • \ + + ++ ++++{ + 1-1/.2. -1/2 STORY + .+++ FRAME HOUSE COTTAGE 448SF35 � + 1 ,198 SF TO BE CONVERTED TO +++++ + ` TO WITH HALF BATH FRONT YAR o \ WETLAND FLAG ++++++ + \ •++++ + :+x+� 1ST FLOOR DECK 2ND FLOOR TERRACE 2 _ 1 245 SF itsUj cc e 4 z Z d Z `6 51.7 N O ¢ 227.34 _ > Q CD r ��S2 Wzg = Q � - U m m o o m SILT FENCING AND STAKED STRAWBALES TO BE\ RECTED DURING CONSTRUCTION a M M M M M � ssssos C N N N N N N 1/16" 44 Z N O M PROP ITE PLAN o 0 0 SCTM# = 1000-31-12-06 0 DATE: 10116/2014 TOWN OF SOUTHOLD ¢ SCALE- 1/16° = V-0" OCT 2 O I SUFFOLK COUNTY, NEW YORK 201 SITE PLAN W D 6LD; DEpJr � DWG NAME T° ° ° VI' INr PFRMIT AMvNnM,v_ -� _NT o A-1 ©¢ DWG, N0 f^ Z DORMER O ADDITION o yJ Z � a UP 7 p W z BATH N 4'-O•' El LAUNDRY RM. FOYER w cw SDL- CL 32"x66" Tub EAT MARION, NY N 112 TRUMAN'S PATH ARCHITECT FRANK UELLENDAHL S D P.O.BOX 316 LIVING ROOM S D GRE11944 TEL: 631 631-4747 7 8624 CATHEDRAL CEILING W , OWNERS EXISTING I STEPHEN & BEA SWANSON 1120 STEPS AND m I I KITCHEN BEDROOM 1 w EAST MARION, NYS 11939 LANDING I I TEL: 347-205-0934 FIREPLACE Y � R � utF BILCO y NLGD120611-4 HEADER; (2) 1.75"x11-7/8" LVL 00 E- � 00 N FL-- , o _ SCREENED-IN PORCH C7 WOOD DECK o TABLE 3'X10' N es l I BENCH ESHOWL C U D 4'-2" 4'-2" 4'-2" 8'-31/2" 8'-31/2" 8'-31/2" DATE: 10/16/2014 26'-11 3/4° SCALE: 1/4" = 1'-0" —�, _CD INSTALL KITCHEN EXHAUST DUCT PROPOSED 1 ST FLOOR PLAN BETWEEN CEILING JOISTS z M Q O(n !S DWG. NAME 1 ST FLOOR PLAN § A-2 CD r- ®4 DWG. NO m ZADDIT DORER O ION W oy 49'-411 Z xJ W O 30 Z El W U N W H r� il(� 3'-0" KNEE WALL ATTIC-SJ� ` li W EAST MARION, NY STORAGE "" - _ CLOSET - - 0 1120 TRUMAN'S PATH mz ARCHITECT CD FRANK UELLENDAHL aw I z P.O.BOX 316 °O J o GREENPORT, NY 11944 s'-4" HEAD ROOM TEL: 631-477 8624 L'i_ _ _I I_ _ I I �I I o MASTER BATH ii - - - - - - - - - - N — — — — — — — — — — — — — - - -d- OWNERS II OPEN TO II II LIVING ROOM BELOW I I I I STEPHEN & BEA SWANSO Z 1120 TRUMAN'S PATH MARION1939 EXISTING I I I I I I I ❑ ❑ EASTTEL: 3447-2050934 STEPS AND MBR SUITE 0 3 LANDING I I I I I I I ❑ OPEN TO 1 ST FLOOR QUEEN Y II ucq 11 In 9 N d C7 TERRACE WOOD DECK 1 ST FLOOR SCREENED-IN PORCH BELOW 0 W 0 Z o DATE: 01/22/2013 DG Da EE SCALE: 3 PROPOSED 25'-0" 0 2ND FLOOR PLAN o� !S DWG. NAME 2ND FLOOR PLAN o A-3 ©4 DWG. NO Z DORMER 0 ADDITION � uIJ = Z R00 X W II II LJ Ny N r I I 17 R�JI�L-HVL_ EAST MARION, NY 'I _ _ - N 1120 TRUMAN'S PATH IC _ _ -11 r ARCHITECT III — ® L i o FRANK UELLENDAHL P,O,BOX 316 GREENPORT, NY 11944 0 TEL- 631-477 8624 I I II III W — �- I I — OWNERS STEPHEN & BEA SWANSON 1120 TRUMAN'S PATH W EAST MARION, NY 11939 = TEL: 347-205-0934 61 1 1 BASEMENTZzz I ' 3 ED 4'- " E Cr v I I 1 Ci l 2X8 TRT D HOUSE BEAM _ 3'-0" o c� W 2X2 LEDGER BOLTED INTO BOX o DECK FRAMING o TRT'D (2) 2X12 GIRDER `� I cn o BOLTED INTO TRT'D 04 POST o � � W . — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J ¢� 10" DIA CONC. FTG. TRT'D 2X10 ALL AROUND DECK 12' DIA CONC, FTG. 8" DIA SONOTUBE FTG. o DATE: 10/16/2014 ANCHORED TO TRT'D 4X4 POST ANCHORED TO TRT'D 6X6 POST Q� SCALE: 1/4" = 1'-O" COLUMN BASE: CBSQ44-SDS2 COLUMN BASE: CBSQ66-SDS2 z STRENGTH = 3000 PSI AT 28 DAY ASTM C-94 „ 8'-3 1 Y 4 PROPOSED READY MIX CONCRETE. 9 -Q 9 -0 /2 8-3 1/2 8-3 1/2 1 -5 FOUNDATION ALL FOOTINGS, FOUNDATIONS, ETC SHALL REST M¢ & FRAMING PLAN ON UNDISTURBED SOIL. DWG. NAME ALL FOOTINGS AND FOUNDATIONS SHALL BE FOUNDATION AND FRAMING PLANLD FORMED. o A-4 ® DWG. NO DORMER - - - �1 Z ADDITION PROPOSED DORMER 2X12 R.R. @ 16" O.C. sistered to EXT'G 2X6's o y WITH R-38 BATT INSULATION = Z EXT'G 2X6 RAFTERS w Q W / � o _ \ � 2x8 TRT'D LEDGER BEAM N ul i • \ �� RILING; i 3 16 SS CABLES @ 4 O.C. 2" 8'-10" ANCHORED TO MAHAGONY ECK RAI POSTS L �. �'•� DRYWALL \� � ROOF DECK 2x2 MAHAGONY TRELLIS o R`S;��.;�C` BOOK SHELVES i 1X4 MAHAGONY DECKING ON EAST MARION, NY ° o WEDGED SLEEPERS ON EPDM ROOFING 1120 TRUMAN'S PATH o ON 3/4 CDX PLYWQOD SHEATHING w o ON 2x10 D.J. @ 16 O.C. ARCHITECT o TRIMMED DOWN TO 2X8 FOR ADEQUATE PITCH FRANK UELLENDAHL 0 CONNECT GUTTER/LEADER TO DRYWELL m P,O.BOX 316 GREENPORT, NY 11944 0 1x6 VERSATEC FASCIA BOARD o TEL- 631-477 8624 _ JOIST HANGER TO (2) 2X8 BEAM - NOTCHED POSTS TO BE BOLTED INTO BEAM �S _ OUTDOOR SHOWER OWNERS Z STEPHEN & BEA SWANSON 1120 TRUMAN'S PATH EAST MARION, NY 11939 °O =1 TEL: 347-205-0934 0 6X6 AND 04 MAHAGONY POSTS FEEPORCH 2x10 D.J. @ 16" O.C. 100 10 VERSATEC FASCIA BOARD 9 COLUMN BASE ` CBSQ66-SDS2 ! TO 6X6 TRT'D POST jj\\j '��:N j,\\j/\\j\\j/ RIGID PLASTIC FOOTING FORM CONC. FOOTING W POST /i//\//\/2 -0 \// '/i,/i,// / // // // \\jj\jj\jam\jj\jj\\jj\jj\\jj\j j�\jam\j��91-6), �\j/ y\� j�5' /2"j\\� �j/\jj\j�\j\\/ `_ \/\/\/\/\/\/\/\/ �. \\/\\ \/\\/\\/\ Xy "NI / / / / / / / / / / \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ /\\/\\/\\/\\/\\/\ o \//\//\//\//\//\//\//\//\//\//\//\ //\//\//\//\//\//\//\//\//\//\//\//\//\//\//\// ' \//\//\//\//\//\//\ /\i/ // / � \ \ \ \//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\� \ / / /// ///////////////////////////////////////////// / / � / / / ///// >\\j\\�\\�\\j\\ \\ \\ \\ \\ \\//\\�/\\/x>'V\ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\�\\�\\� \/\\\/\\\\\\ / DATE: 10/16/2014 N SCALE: 1/4" = 1'-0.. _ 3 Z SECTION A-A M Q O t!1 DWG. NAME SECTION A-AA-5 SCALE: 1/4 " = 1'-0" ©¢ DWG NO Z ADDITIODORMER Cm N ON W oyJ � ZJ X W W Z W U ¢N J W W W W EAST MARION, NY ROOF DECK Z 1120 TRUMAN'S PATH W ARCHITECT O — o FRANK UELLENDAHL P.O.BOX 316 o GRENY 11944 TEL: TEL;L: 631 631-477 6624 SCREENED—IN PORCH . W OWNERS CC 0 o STEPHEN & BEA SWANSON Z 1120 TRUMAN'S PATH a' EAST MARION, NY 11939 TEL: 347-205-0934 CD DECK ' 7 -6W z II II rJ — — — — — — — — — — — — — — — — — — — — — — �i I a C-1 I m LJ � J 9.5' 5.3' II at Screened Porchl ICR z 9.5' 6.0' at 1st FI. Deck o a DATE: 10/16/2014 SCALE: 1/4" = 1'-0" Cl3 o WEST ELEVATION O !f rS DWG. NAME WEST ELEVATION A-6 SCALE; 1/4 - 1 -0 ©¢ DWG. NO I Z DORMER W c ADDITION oy J Z U R01 W O U Z W U N d 6i' 11y W W _- CD p I�LS�DL,%,VL W EAST MARION, NY N 1120 TRUMAN'S PATH W CD z ARCHITECT J Z FRANK UELLENDAHL P.0•BOX 316 o GREENPORT, NY 11944 TEL- 631-477 8624 OWNERS ® ® / STEPHEN & BEA SWANSON / Z 1120 TRUMAN'S PATH w EAST MARION, NY 11939 TEL: 347-205-0934 Y c ROOF DECKEf , n J 3c 5 M HE 'LL a ° ° 3 ° c�a ° / d O U g W I I L `i— �� — \ L J a DATE: 10/16/2014 L — — J SCALE: N.T.S. 26' 25.3CD Q PROPOSED . � SOUTH ELEVATION Z M 4 DWG. NAME SOUTH ELEVATION E o A_7 SCALE: 1/4 " = 1'-0" DWG. NO GENERAL NOTES DESIGN CRITERIA; m Z DORMER - - - � O ADDITION 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN GROUND SNOW LOAD - 45 PSF. - o ACCORDANCE WITH THE NEW YORK STATE UNIFORM LIVING AREAS AND DECKS - 40 PSF. ✓p �( N , y BUILDING CODE, AND THE NEW YORK STATE ENERGY CONSERVATION CODE, AND LOCAL AUTHORITIES. SLEEPING AREA - 30 PSF. ALL"PL1JQgf' ` yyq I/ WIND SPEED - 120 MPH &WAT ,LI S=NE 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A SEISMIC DESIGN CATEGORY - B TESTING.-6EfQR 'Q ,'ING MINIMUM 28 DAY STRENGTH OF 3000 PSI WEATHERING - SEVERE - 3. ALL LUMBER SHALL BE GRA E STAMPED DOUGLAS FIR- FROST LINE DEPTH - 36" N y LARCH STRUCTURAL GRADE 2 OR BETTER. TERMITE - MODERATE TO HEAVY PLUMBER CER ' J T/ N DECAY - SLIGHT - ON'LEA®CONT T B R'E a 4. PROVIDE DNSNRISADSREL -ICE SHIELD UNDERLAYMENT REQUIRED YES AANOOR OPENIGPOSNPAALLLCER., ECNCY w PARTITIONS, EXCEPT AS NOTEb ON DRAWING. - r i r► r DESIGN IN ACCORDANCE WITH AMERICAN FOREST ` `'`_ sOLDER�Us� "-� vv L��C 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND PRODUCTS WOOD FRAME CONSTRUCTION MANUAL w FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. FOR 1&2— FAMILY HOUSE — PRESCRIPTIVE DESIGN METHOD SUPPLY'S;YST CA T ❑❑ EAST MARION, NY 6. ALL DIMENSIONS AND G ApE CONDITIONS TO BE E 0I-vffppovrfm - 1 D. Z 1120 TRUMAN'S PATH VERIFIED BY ORDERING OFOMATERIALS. THIS WINDBORNE 92 U 1111 U 11 111 11 IT 11 11 0 FOUNDATION HAS BEEN D IGNED FOR A SOIL c ARCHITECT BEARING CAPACITY OF TWO2TSF AND GRADES DEBRIS PROTECTION SCHEDULE � �- LESS THAN 5%. CONTRACT R SHALL VERIFY THAT o FRANK UELLENDAHL THESE CONDITIONS ARE MET. ALL FILL BENEATH P.O.BOX 316 �j PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS '` "� - EXISTING STREET ELEVATION o GREENPORT, NY 11944 CONCRETE SLABS TO BE COMPACTED TO 95% TEL; 631-471 8624 RELATIVE DENSITY, OF MIN 7/16 INCH WITH 2-1/2 #6 WD SCREWS, NSI IN _ —PART 11-IN AT 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE SPACING: 12 INCHES ARE TO BE PROVIDED TO COVER �_� M 4 ISM `® rH1 SUPPORTED BY DOUBLE UPRIGHTS, 9,0 FT AND OVER THE GLAZED OPENINGS OF THE PROPOSED EXTENSION 6 v ; I -T NO: � BY TRIPLE UPRIGHTS. ALL HEADERS TO BE 1 I� ® OWNERS MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. ®URN NO- STEPHEN & BEA SWANSON 8. PROVIDE FIRESTOPPING AT ALL LEVEL WINDOW SCHEDULE I =PRAMI PLUS - z 1120 TRUMANS PATH PENETRATIONS I EAST MARION, NY 11939 A IN�1 � -ERICA U�, � TEL 347-205-0934 9. PROVIDE FLASHING AT ALL ROOF BREAKS, PROPOSED WINDOWS ARE ANDERSEN PRODUCTS, 3 CHIMNEYS SKYLIGHTS, EXTERIOR DOORS, WINDOWS WHITE EXTERIOR UNFINISHED ON INSIDE, GRILLES PER PLANS -S 0 NITRU� AND DECKS ETC., GLASS TO BE HIGH PERFORMANCE LOW—E GLASS T 00W \N R 10. DO NOT SCALE DRAWINGS. SCREENS ARE PROVIDED FOR ALL WINDOWS AND DOORS 00 l7 L F WINDOW / DOOR HARDWARE: ESTATE COLLECTION: ANVERS4N� 11. DESIGN CONSULTANTS OR RECORD ARCHITECT— FINISH: SATIN NICKEL �`` "=r �� gar ENGINEER ARE NOT RESPONSIBLE FOR THE INSPECTION SUPERVISION OR ADMINISTRATION Of Mark Size Description Quantity � + �+ [0' `, ull Hull Bull Hull U11111111111flull u 11H1111111111 THIS CONSTRUCTION PRbJECT. FEDERAL, STATE a AND LOCAL BUILDING CODE COMPLIANCE SHALL BE THE A NLGD120611-4 GLIDING DOOR — LR, MBR 2 �6 RESPONSIBILITY OF THE CONTRACTOR. B NLGD12080-4 GLIDING DOOR — LR 1 jL C AX281 AWNING WINDOW — LR 4 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO D FLEXFRAME: tbd in the field 1 OCCUPANCY 0 FACILITATE CONSTRUCTION AND SHALL NOT BE CONSTRUED AS A CONTRACT BETWEEN BUILDER AND "— El OWNER, F AN41968AL AWNING WINDOW HINGED PA510 00 STUDYITCHEN ; �� I� 13. THIS STRUCTURE HAS BEEN DESIGNED IN G C245 CASEMENT — STUDY 1 6'� 1T2H(1)U,T C d FICA I � ACCORDANCE WITH THE NEW YORK STATE ENERGY CONSERVATION CODE. J CX145 CASEMENT MBATH MBATH 1 F OCCUR- �CY �R OSED STREET E EVAT � W 14. ARCHITECT TO BE NOTIFIED IN WRITING OF ALL K FLEXFRAME: tbd in the field, MBATH 1 ELECTRIEA CHANGES PRIOR TO AND DURING CONSTRUCTION, L FLEXFRAME: tbd in the field, MBR 2 q ECT5® � CQUIRR � o 15. ELECTRICAL AND MECHANICAL COMPONENTS TO BE EXISTING 2 BR HOUSE TO BE RENOVATEDC-3 Cm DESIGNED AND SPECIFIED BY OTHERS. C� 16. CONTRACTOR SHALL OBTAIN ALL PERMITS AND ALTERATIONS ON ,1ST FLOOR: NEW ENTRANCELMUDROOM, REPLACEMENT WINDOWS, N INSURANCE NECESSARY TO PROTECT THE ENGINEER 2ND FLOOR: EXT'G BEDROOM TO BE CONVER II ED INTO MASTER SUITE, z AND OWNER. ` DORMER ADDITION TO IMPROVE HEADROOM ON 2ND FLOOR, Q 17. N NOT BACKFILL AGAINST FOUNDATION WALLS DRAWING SCHEDULE �~ UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE, o DATE: 01/31/2013 A-1 TITLE SHEET — DESIGN CRITERIA — GENERAL NOTES a SCALE. N.T.S A-2 SITE PLAN BUILDING PERMIT APPLICATION z¢ TITLE SHEET A-4 PROPOSED SI ST AND 2ND PLANS General Notes A-5 CROSS SECTION A-A JANUARY 31, 2013 M Design Criteria A-6 PROPOSED & EXT'G EAST AND WEST ELEVATIONS DWG. NAME A-7 PROPOSED SOUTH AND NORTH ELEVATIONS FRANK W. UELLENDAHL, ARCHITECT P.O. BOX 316 GREENPORT, NEW YORK 11944 A-8 CONNECTORS, CRITICAL PATH A-9 FRAMING NOTES, NAILING SCHEDULE A-1 ©a DWG. NO w Z DORMER AREA SUMMARY W O ADDITION LOT AREA = ca.11,672 SF = 100.00% o EXIST'G BLDG. COVERAGE = ca. 1,646 SF = 14.10% W ADDED BLDG. COVERAGE = ca. 0 SF Z TOTAL BLDG. COVERAGE = ca. 1,646 SF = 14.10% W MAX. BLDG. COVERAGE = ca. 2,334 SF = 20.00% o EXISTING STRUCTURES N y s PROPOSED 2ND FLOOR DORMER ADDITION rci r SURVEY BY YOUNG & YOUNGCD �J�Jr�i►:�� W DATED: NOVEMBER 26 2012 EAST MARION, NY 1120 TRUMAN'S PATH C' ARCHITECT J Z FRANK UELLENDAHL P,O.BOX 316 236,97' 12 GRORTTEL:P631-47711944 8624 o r o OWNERS a o STEPHEN & BEA SWANSON L z 1120 TRUM N'S PATH EAST MARION, NY 11939 TEL: 347- 05-0934 Y Cl 0 35' PROPOSED 2ND FLOOR FRONT YARD WETLAND FLAG DORMER ADDITION o \ W Cl- o J r \V° 227.34' r Y Z J m t2 0 CD N D Z M NOI O C W o a DATE: 01/31/2013 SCALE: 1/16° = V-0° SCALE: 1/16° =1'-Cr o PROPOSED SITE PLAN SITE PLAN SCTM# = 1000-31-12-06 0 TOWN OF SOUTHOLD DWG NAME SUFFOLK COUNTY, NEW YORK o A-2 DWG. NO U y W Z DORMER ` W O ADDITION oyJ f N J Q 3'-0" KNEE WALL STORAGE Z U e. N N5'-6" HEAD ROOM rJ �`L`i �rRLiDL-i$ L DN BEDROOM 2 0 EAST MARION, NY . W 1120 TRUMAN'S PATH ARCHITECT OPEN TO o FRANK UELLENDAHL 316 LIVING ROOM BELOW I o GREENPOR, NYY011944 TEL: 631-477 8624 S2 ATTIC 3'-0" KNEE WALL STORAGE OWNERS 4 STEPHEN & BEA SWANSON Z 1120 TRUMAN'S PATH EAST MARION, NY 11939 EXISTING 2ND FL PLAN TEL: 347-205-0934 49'-4" SCALE: 3/16 " = 1'-0" Y O44/ LAUNDRY RM. BATHROOM I W.LCL. 1 " ` 02 �; C2� 1 N C i LIVING ROOM N CATHEDRAL CEILING WON0 KITCHEN BEDROOM 1 RREPLACE o a DATE: 01/31/2013 ACCESS DOOR E SCALE: 3/16" = 1'-0" TO BASEMENT AS-BUILT 1 001 ST FLOOR PLAN 00 N_ EXISTING 1ST FL PLANe. o 2ND FLOOR PLAN 4 1�2" i l'-3 1/2" 4 1 2" `r SCALE: 3/16 " = 1'-0" a DWG. NAME 4 1 2" 19'-4" 17'-8 1= o A-3 ©¢ DWG. NO Z DORMER LEGEND m O ADDITION 0 3'-0" KNEE WALL ATTIC ® EXT'G WALL N z 3-0 J" 4, 2' 13'-0" 41/2' 8'-1 1/2" ® NEW WALL sroRacE - WALL REMOVED CLOSET — —CLOSET CVn w w 6-4 HEAD ROOM— CD ;r, � `r � � Q Upu — �I - - �I - - - -� MSTR �THE5ID�iC` II II II II N EAST MARION, NY II II I II > p N 1120 TRUMAN'S PATH El�� 11 �� ❑ s o N 0ARCHITECT OPEN TO ❑ MBR SUITE QUEEN ' o FRANK UELLENDAHL LIVING ROOM BELOW OPEN TO 1ST FLOOR p F P.O.BOX 316 GREENPORT, NY 11944 TEL: 631-477 8624 W NLGD120611-4C.') o OWNERS ❑A STEPHEN & BEA SWANSON E- —� 111ATH PROPOSED 2ND FL PLAN EAST i MARION20 , NYS11939 ALUMINUM GRATE(CANTILEVER) 1-1 2"dla ALUMINUM HANDRAIL, 3'-0"HIGH SCALE: 3/16 " = 1'-0" TEL, 347-205-0934 �+ ( " ===J-1/4 SS CABLE RAILING® 4'O.C. A Y 22'-10 3/4" _ EXI26-6 =�- TO REMAIN TO REMAIN CONCRETE LANDING AND STEPS s D NEW STAIR: I OIl RR I �r� CO 13R ® 8.12"Rz9,5'7 UP I D a' ,,, W 4'-0" a LAUNDRY THROOM MUDROOM - , c . h 3'-0" 11"11" © r Iy I lJ1, JL, — — nt JL �1 IIHATC i �' L � � � - - FOYER JM L m I S D CLOSET J ^ 3'-0' ^ I PL BEM ABOVE�� LIVING ROOM sD N CATHEDRAL CEILING 14"DIA STEEL COLUMN o pp N N W m I KITCHEN STUDY / GUEST BR o W p FIREPLACE U C o a DATE: 02/08/2013 ACCESS DOOR � SCALE: 3/16" = V-0" NLGD12❑0611-4 I I TO BASEMENT � PROPOSED A 3g HEADER: (2) 1,75°x11-7/8" LVL I I ❑E ❑ 0 1ST FLOOR PLAN PLffilROPOSED 1ST FL PLAN o�2ND FLOOR PLAN 16 " = 1'-0" TS DWG. NAME SCALE: 3 4 ALUMINUM GRATE(CANTILEVER) EXT'G WINDOW EXT'G WINDOW / TO REMAIN TO REMAIN o o A-4 1-1/2'dia ALUMINUM HANDRAIL M " DWG. NO 1/4 SS CABLE RAILING®4"O.C. 9 z2 WDORMER m Z ADDITION oyJ 7 z U D U Z W V (n Z DORMER: W W CONTINUOUS RIDGE VENT EPDM RUBBER ROOFING ON RE'S,'r�L l' L ROOF RIDGE STRAPS EACH RAFTER r — — — 5/8" CDX PLYWOOD SHEATHINGJ'-"�� CONT. RIDGE VENT EAST MARION, NY 30 YR ARCH'L GRADE ROOF SHINGLE ON 15 LBS BIT. FELT 2X10 R.R. ® 16 O.C. IN 120MPH REGION: 6 NAILS PER SHINGLE REQU'D (2) 1.75"01.25" LVL COLLAR BEAM TO SUPPORT RIDGE BEAM w/ R-30 BATT INSULATION 1120 TRUMAN'S PATH FOLLOW MANUFACTORER S GUIDELINES FOR INSTALLATION (2) 2X6 TOP PLATE W 5/8" CDX PLYWOOD SHEATHING1X12 VERSATEX FASCIA BOARD ARCHITECT 2X12 ROOF RAFTERS 0 16" O.C. SISTERED TO EXT'G. 2X6 R.R.s 2X10 R.R. @ 16" O.C. sistered to EXT'G 2X6's / / o FRANK LIELLENDAHL R-30 BATT INSULATION \ 5/8" GWB CEILINGS WITH R-30 BATT INSULATION VENTED ROOF OVERHANG f' B011944 (2) 1.75x11-7/8 LVL HEADER ca. 1'-0" continuous VENTED ROOF OVERHANG EXT'G 2X6 RAFTERS / \ o GREENPORT, NTEL: 631-477 8624 / \ \ 1/2" VERSATEX BFADBOARD SOFFITS (TYP.) DRYWALL \ \ - OWNERS \ \ WALLM g R o \ \ -00 STEPHEN & BEA $WANSON 1/2" GYPSUM BOARDATH BOOK SHELVES \ EAST i TRUMAN'S20 MARION, NY 11939 R-17 BATTING INSULATION ALLCINUTEL: 347-205-0934 2"X6" STUDS @ 16" O.C. � 1 4dia SS CABLE RAILING +�4"o.c. � M POSTS AND HANDRAIL z 1/2 CDX PLYWOOD 3.5"x9.25" PSL BEAM S STEM SIDING FELT RED CEDAR SHAKES - ca 4.5" EXPOSURE — — ALL EXTERIOR TRIM: VERSATEX incl: CASINGS, CORNER BOARDS, N ALUMINUM CONSTRUCTION ell SOFFITS 1X6 FASCIA BOARD 1-0 2-o BOLTED INTO FRAMING y VENTED ROOF OVERHANG MBRFLOOR I I t I I I I I j , � . HARDWOOD FLOOR / CERAMIC TILES *C0 3 4 T&G PLYWD. SUBFLOOR, NAILED & GLUED 00 2 ((A ( DD 1/2" UNDERLAYMENT AT STONE & TILED FLOOR AREAS) EXT'G 2X8 F.J. ® 16 O.C. TO REMAIN KITCHEN °� 2" FIRRING STRIPS ON EXT'G - o (beyond) 2X4 WALL STUDS TO ALLOW FOR = R-21 HIGH DENSITY BATT INSULATION � a � w a Z / U m R-13 BATT INSULATION DATE: 01/31/2013 BASEMENT ;-� \\\\\\\\\\\\\\\\\\\\ �Z SCALE- 1/4° _ ,'-o" //\//\//\//\//\/// Y Q SECTION A-A / \\\\\\\\\\\\\\\\\ DWG. NAME \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ SECIONAA \\ off DWG. NO A5 �j\�j\�j\�j\ Z DORMER 0 ADDITION oyJ J zN Li IT 11 11 IT 11 11 IT III III III J X W U W U N N a W N W RLS1D`i•'C` EAST MARION, NY 11 1 11 11 1111 11 IT 11 11 ii IT 11 1 11 1 111 .11IT11 111T 1N 1120 TRUMAN'S PATH _ ■ � � ARCHITECT CD FRANK UELLENDAHL 111 11 111fil HIT 1 11 IT 11 1111 11 11 1 P.0•BOX 316 Q GREENPORT, NY 11944 H 1 11 IT 11 11 11 TEL: 631-477 8624 W OWNERS STEPHEN & BEA SWANSON Z 1120 TRUMAN'S PATH w EAST MARION, NY 11939 EXISTING EXISTING TEL: 347-205-0934 EAST ELEVATION WEST ELEVATION Y SCALE: 3/16 " = 1'-0" SCALE: 3/16 " = 1'-0" E( Fo � DORMER SIDING: DORMER SIDIN PREWEATHERED PREWEATHER o GALVALUME GALVALU W STATIONARY STATIO W GLASS PANELS GLASS PANEL . . SHOWER STATIONARY Z GLASS PANELlilt 11 lilt 11 lilt "Ilzx �( N 11 11 IT 11 111111 11 11 IT 11 Tit 111111 Illfil I 11111111111111 11 IIITII IIIN it 11 111111 111111 Z 4 6 tempered glass T11 IIITII 111111 IIH 11 lilt 11 lilt III lifil IIIIII lilt 11 111[1 It IT It IJH 1 11 111111 11 IT 11 11 IT 11 11\ a IIITII 111111 1111 1 111111 111111 111111 lilt :2 0 IIITII Will 1111 11 111111 111111 IIITII IIITII 111111 W44�11 1111 1111 it 1111 11 11 it 11 IIH 11 111111 11 IT 11 111 1 ITT 11 11 It 11 It 11 It 11 IT 11 1 IIITIl IIITII lilt 11 111] " 1111 lilt IITII Iiiiii Will IIITII HIT illfil 111111 lilt 1 111111 11 IT 11 11 IT 11 11 T 11 11 If 11 11 IT 11 11 IT 11 1 111111 IIITII IIITII lilt I 11 lilt 11 111111 lilt It HIT 11 lilt 11 Ili]11 HIT 11 111 fill 11 lilt 11 lilt It \ / 11 111111 IIITII 111111111 ITII 111111 111111 1111 11 le2 11 11 it 1111 11 It 11 111111 lilt 11 lilt it 111111 1111 11 1 a DATE: 01/31/2013 to pered glIII IIITII 111111 11111 11111 11 lilt I Ili IIITII IIITI1 111111 SCALE: 3/16" = 1'-O" it 1 11 11 11 1111 lilt 11 11 1 1 IT 11 11 11 4 PROP. & EXT'G 11 1111 Ijuil Hull 1111151 1.41,14 o WEST ELEVATION M EAST ELEVATION o� a DWG. NAME PROPOSED PROPOSED o EAST ELEVATION WEST ELEVATION A-6 DWG. NO SCALE: 3/16 " = 1'-0" SCALE: 3/16 " = 1'-0" ®� Z DORMER o ADDITION f2 (nJ J Z1 (n XJ W D 30 U W N CA a W \ W H 11LVI�Lii L 4 w EAST MARION, NY 1120 TRUMAN'S PATH I it 111 111111 1-11 11111 fill 11 11 11 11 11 fill 1 111111 111]11 111]11 lillif 1111 11 1111 111 fill Hill 11 Mill 111111 ill 11 11 I 111 11 IIITII IIITII IIII'll 11111 111111 11 IT 11 11 It 11 11111 ill It fill it If IT If If IT I 1!1 111111 111111 It IT It z IIIII Hill 11 Hill >-- ARCHITECT 111fill 11 fill It fill 11 Mill 111111 fill 11 IIITII III U 11 111111 11 IT 11 11 IITII IIITII 111111 1111 11 111111 1 11 1111 11 11 1 11 IT 1 11 IT 11 11 It 11 1111 11 . FRANK UELLENDAHL 11 H 1.111 If I 111 U Li 11 u 1111 it 1111 111111 111111 1 11 It 11 111111 1111111 11 11 if 11 111111 11 it 11 1111 11 P.O.BOX 316 111TIl 111111 1111 11 IT 11 11 IT 11 11 IT 11 11 IT 11 111 111111 U Ll 11 o GREENPORT, NY 11944 IIIII Will IIIIII IIIIII Ill 11 1 11 ul-111 HI-111 111111 11 11 HITII 111111 111111 111111 TEL: 631-477 8624 IITII 111TIl IIITI- 11 11 if 11 11 it 11 It 11 ji it. 1.1.1 fill Hill IIlTII 111111 111111 111 Z— I lilt 11 fill 11 111111 11 111 111]11 lilt 11W T 11 it 11l 11 11 If 11 11 1111 fill 11 111 1 lill 11 111111 111111 IIITII IIITII 111111 IIITI OWNERS III I 11111 Jill 11 11 IT 11 11 1�IHI 11T 11 llhll�l ljlhl�l lilhy INT 11 IIITII 111111 111 STEPHEN & BEA SWANSON Z 1120 TRUMAN'S PATH EAST MARION, NY 11939 -205-0934 SOUTH ELEVATION I ' SCALE: 3/16 ° = 1'-0" ¢e bf i o � LL w 5i 2A CN - W O Z Q d 3 tE U' 11111 11 IT 11 111111 1111 1 111111 111111 111111 1111 1 111111 11 11 111111 111111 11 IT 11 1111 it ]I-TH1 11 111111 1 IT 11 11 It I 1 11 if 11 111111 111111 11 IT 11 11 IT 11 1111 11 11 IIITII 111111 1111julifil 111111 111[11 lilt 11 111111 IIITII IIITII IIITII IIITII IIITII 111111 111111 111111 111111 111111 11 IT 11 111111 11 IT 11 11 fT 11 11 IT 11 11 IT 11 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 1 11 111111 1 11 if 11 11 If 11 11 If 11 11 IT 11 1111 If 1111 11 1111 11 1111 11 11 It 11 11 IT 11 11 IT 11 1111 O U �i q2 ❑❑❑ 11 IIITII IIITII 111111 IIITII IIITII 1111 Hill IIIIII 111 11 111111 11 IT 11 111111 If IT 11 111111 11 IT 11 111111 11 IT 11 11 IT 11 11 IT 11 11 IT 11 111111 1111 11 :::] ITT 111111 IIITII U .TrTj_jl-rTTr lyl 11 �l 11 11 1111 11 1 fill 1111 1111 111111 111111 11 If 11 111111 111111 111111 111111111111 111111 111111 11 it 11 111111 11 H 11111 111111 111111 11 -TrTTTr-TrT=T 11 111111 111111 111111 111111 1111 11 111111 111111 111111 111111 111111 11IT11 111111 111111 111111 111111 IIITI1 111111 111111 11 o DATE: 01 31/2013 EE SCALE: 3/16" = 1'-0" 11 111]11 Hill 11 111 11 1111 III IT 11 11 it 11 111111 11 It 11 11 �Z IT It It IT It I 3 a PROPOSED o SOUTH ELEVATION NORTH ELEVATION a DWG. NAME NORTH ELEVATION A-7 DWG. NO SCALE: 3/16 ° = 1'-0" ©¢ maADRTION ERQ o �J 24" z C ICE SHIELD UNDERLAYMENT J REQUIRED — 24" FROM EDGE w HURRICANE— z ALTERNATE POSITION OF CLIP TYPICAL. HURRICANE CLIP ul RAFTER TO TOP PLATE z 5-8d COMMON NAILS (TOENAILED) REQUIRED IN EACH W RAFTER AND TOP PLATE w � �� c(` r(� PLATE DOUBLE TOP EAST MARION NY 1-1/4" 20 GAGE STRAP 1120 TRUMAN'S PATH PROVIDE 8d COMMON @ JACK POST N NAILS @ 4" O.C. AT w/ 5 — 8d NAILS HURRICANE CLIP EXTERIOR EDGE OF ALL EACH END — TYP. ARCHITECT SIMPSON H2A > RAFTER TO STUD. SHEATHING. o TYPICAL ALL RAFTERS FRANK UELLENDAHL 5 — 8d NAILS EACH END P O.BOX 316 OF 1-1/4" 20 GAGE STRAP a GREENPORT, NY 11944 1-1/4" 20 GAGE STRAP W/ TEL: 631-477 8624 5 — 8d NAILS @48" O.C. APA RATED PLYWOOD 1-1/4" 20 GAGE STRAP W/ EACH END — TYP. TO EXTEND TO 5 — 8d NAILS @ EACH 1S .FL. DORMER TOP OF TOP PLATE STUD — EACH END — TYP. OWNERS 2 x 6 @ 16" O.C. STUDS ( MAX. 48" O.C, ) STEPHEN & BEA SWANSON z 1120 TRUMAN'S PATH FLOOR JOIST FAST MARION, NY 11939 TEL: 347-205-0934 PLYWOOD SHEATHING TO OVERLAP BOX BEAM — TOP + BOTTOM, INSTALL SIMPSON E( C /r---HTT16 TENSION TIES l AT JACK STUDS O ON GLIDING DOORScki r-� DOOR OPENINGS X211 Ys� 1 ST FLOOR Ln a H FLOORJOIST a VA z d o d o m °° ° ° :' d o 0 d ° °e ° ° n /1 Z M BASEMENT d a 77777 o a DATE: 01/31/2013 SCALE: N.T.S 3 o CONNECTORS M CRITICAL PATH SECTION ELEVATION o� TS DWG NAME cl0 HOLD DOWN + SHEAR CONNECTION CRITICAL PATH DWG NO A FRAMING NOTES NAILING SCHEDULE TABLE 3.1 - WFCM m Z DORMER Joint Description Nail Sizes Nail Spacing O ADDITION ROOF FRAMING o 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR—LARCH STRUCTURAL GRADE No. 2 OR X Rafter to Top Plate (Toe— ailed) all Height: 10 ft, Spacing 16" O.C. (Table 3.3A) 4 — 8d per rafter BETTER. Ceiling Joist to Top plate I Toe—nailedS n/a per joist x Ceiling Joist to Parallel Ra ter (Fa e—nailed) n/a each lap o Q 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5 8" Ceiling Joist Lops ov r Partitions Face—nailed) n/a each lap z / Collar Tie to Rafter Face—nailed) n/a per tie MIN. THICKNESS OR AS NOTED. Blocking to Rafter ( o —nailed) 2 — 8d each end Rim Board to,,Rafter End—nailed) 2 — 16d each end 3. ALL SUBFLOORING TO BE APA RATED STURD—I—FLOOR, EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF WALL FRAMING N PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND w NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. Top Plate to Top Plate (Fac —nailed), 2 — 16d per foot r��. r r-L rr Top Plates at ntersections Face—nailed) 4 — 16d joints—each side I L I N ��V L 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED Stud to Stud Face—nailed) 2 — 16d 24 O.C. WITH DOUBLE UPRIGHTS, 9—0 AND OVER WITH Header to Header (Face—nailed) 16d 16 o.c. along edges 113 EAST MARION, NY TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A Top or Bottom Plate to Stud (End—nailed) 2 — 16d per 20 stud 1120 TRUMAN'S PATH MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 2 — 16d per 2x6 stud Z 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS 2 — 16d per 2x8 stud ARCHITECT AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED Bottom Plate to Floor Joist,Ba ndjoist,Endjoist or Blocking (Face—nailed) 2 — 16d 1 .2 per foot o FRANK UELLENDAHL 8'-0" O.C. MIN. PROVIDE 2" SPACE FOR AIR P.O.BOX 316 CIRCULATION IN ROOFS. FLOOR FRAMING o GREENPORT, NY 11944 TEL: 631-477 8624 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, Joist to Sill Top Plate or irder (Toe—nailed) 4 — 8d per joist L2 stairs etc. ) OR AS NOTED ON DRAWINGS. Badging to ,foist Toe—nailed 2 — 8d each end Blocking to Joist Toe—nailed 2 — 8d each end 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL Blocking to Sill or Top Plate ( Toe—nailed) 3 — 16d each block OWNERS Ledger Strip to Beam (Face-nailed) 3 - 16d each joist JSTEPHEN & BEA SWANSON PARTITIONS OR AS NOTED ON DRAWINGS. Joist on Ledger to earn (Toe—nailed) 3 — 8d per jolst o 1120 TRUMAN'S PATH Band Joist to Joist End—nailed) 3 — 16d per joist 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED Band Joist to Sill or Top Plate (Toe—nailed) 2 — 16d per foot EAST MARION, NY 11939 WITH RATED GALVANIZED METAL CONNECTORS BY TEL: 347-205-0934 "TECO" OR APPROVED EQUAL. ROOF SHEATHING Y Structural Panels 8d 4" o.c. perimeter zone other 6 o.c. edges ofE 4 y 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. panel, 12" o.c. interior Q BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS of panel SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. Diagonal„Board Sheathing „ ALL EXTERIOR NAILS SHALL BE GALVANIZED. 1„ x 6 „or 1 x 8 2 — 8d per support 1 x 10 or wider 3 — 8d per support . 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d @ 4" CEILING SHEATHING o.c, EXTERIOR EDGES AND 6 d U 12" o.c. _T INTERMEDIATE. Gypsum Wallboard 5d 7" edge / 10" field 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING WALL SHEATHING o ` „I. AND WATERPROOFING SHALL BE BY ARCHITECT. Structural Panels 8d 6" edge / 12" field 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE Fiberboard Panels AND STUD WITH GALVANIZED HURRICANE TYPE 7 / 16 6d 3" edge / 6" field CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR 25 / 32 8d 3" edge / 6" field TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE CLIPS AT ALL PERIMETER JOIST TO GIRDER Gypsum Wallboard 5d 7; edge / 10„ field CONNECTIONS. Hardboard 8d 6 edge / 12field Particleboard Panels 8d 6" edge / 12„ field 13. ALL PRE—ENGINEERED LUMBER SHALL BE GEORGIA Diagonal Board Sheathing PACIFIC GPI SERIES WOOD—I—BEAMS AND LVL 1” x 6" or 1" x 8" 2 — 8d per support 1 PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND lox 10" or wider 3 — 8d per support W o HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED M AS PER MANUFACTURERS RECOMMENDATIONS. WEB FLOOR SHEATHING s STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND Structural Panels BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" 1" or less 8d 6" edge 1 1/31/ 013 / �" field a DATE: 02 LVL RIM JOIST SHALL BE REQUIRED AT FLOOR greater than 1" 10d 6" edge / 1 field SCALE: 2013 PERIMETERS. HANDLING, STORAGE, AND ERECTION OF Diagonal Board Sheathing z COMPONENTS SHALL BE AS PER MANUFACTURERS 9 9 „ 3CD RECOMMENDATIONS. 1„ x 6" or 1 x 8 2 — 8d per support x 10or wider 3 — 8d per support Nailing Schedule 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. Nailing requirements are based on wall sheathing nailed 6" on—center at the panel edge. If wall sheathin is nailed M¢ Framing Notes GALVANIZED MACHINE BOLTS 0 12 O.C.. " g q g P $ s g 3 on—center at the panel edge to obtain higher shear capacities nailing requirements or structural mem ers shall =� DWG. NAME be doubled , or alternate connectors , such as shear plates , shalt be used to maintain the load path. z When wall sheathin is continuous over connected members , the tabulated number of nails shalt be permitted to o be reduced to, 1 — t�d nail per foot. o o A-X ©¢ DWG. NOyI