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Town of Southold Annex 7/30/2014 P.O. Box 1179 54375 Main Road �'►�, Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37051 Date: 7/30/2014 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 850 Orchard St, Orient, SCTM#: 473889 Sec/Block/Lot: 25.4-13.4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 6/13/2011 pursuant to which Building Permit No. 36499 dated 6/22/2011 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: ADDITION TO A SINGLE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Bogden Jr,Michael (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 36499 07-28-2014 PLUMBERS CERTIFICATION DATED 05-29-2013 Kin lumbin & Hea ' g Inc Aut ed gnatur TOWN OF SOUTHOLD kit 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#: 36499 Date: 6/22/2011 Permission is hereby granted to: Bogden Jr, Michael PO BOX 271 Orient, NY 11957 To: construct a first floor addition to an existing dwelling as applied for At premises located at: 850 Orchard St, Orient SCTM #473889 Sec/Block/Lot# 25.-4-13.4 Pursuant to application dated 6/13/2011 and approved by the Building Inspector. To expire on 12/21/2012. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $336.00 CO -ADDITION TO DWELLING $50.00 Total: $386.00 Building Inspector �-� 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 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: 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. New Construction: Old or Pre-existing Building: (check one) Location of Property: Sso 0/1CL1,1K,0' .S 4 House No. / Street Hamlet Owner or Owners of Property: Al /? Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. // Lot: Permit No. y Date of Permit. �� "�Applicant: jG Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: t/ (check one) Fee Submitted: $ A plic Signature pF SOUjyol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 roper.richertR-town.southold.ny.us Southold,NY 11971-0959 CpUNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Mike Bogden Address: 850 Orchard St City: Orient St: NY Zip: 11957 Building Permit#: 36499 Section: 25 Block: 4 Lot: 13.4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Modern Electric East Inc License No: 4253-e SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 11 Ceiling Fixtures 4 HID Fixtures Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 12 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances 1-dw Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 11 Twist Lock Exit Fixtures TVSS Other Equipment: 1-wall oven, 1-exhaust fan Notes: Inspector Signature: Date: July 28 2014 81-Cert Electrical Compliance Form.xls fit's 011t Town Hall Annex 54375 Main Road 41 Telephone(631)765-1902 P.O.Box 1179 G Q Fax(631)765-9502 Southold,New York 11971-0959 �O CotWv BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. cJ 61 Owner: A�/G xy-Ae G- (Please print) ( Plumber: �`� (Please print) I certify that the solder used in the water supply system contains less.than 2/10 of 1%. lead. sem► _ - (Plumbers Sture) Sworn to before me this day of 20 CQNNIE D. BUNCH Notary Public, State of New York No.01 BU6185050 Qualified in Suffolk County Cly Commission Expires April 14,2—Q( Notary Public, k�L4- > bounty cj- TOWN OF SOUTNOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION I 1 FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL(FINAL) REMARKS: DATE � �Y INSPECTOR f4F 3N�t� TOWN OF SOUTMOLD BUILDING DEPT. 765.1802 INSPECTION [ ] F DATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION I l FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (RO GN) [ ] ELECTRICAL (FINAL) REMARKS: DATE Y INSPECTOR `� of sou,, 3 � �?? * . I * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMIN STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION I 1 Fey nESIstarrt coxstnuCnoN [ ] Flee RESISTANT aoNetnanoN ( ] ELECTRICAL (ROUGH) [ ] ELECTRICAL(FINAL) REMARKS: DATE � �- 9 � QO2 INSPECTOR � �� Of BM/ly ,moo Y� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION I I FRAMING/STRAPPING I I FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION I l FIRE REsisrurr coNstauCnoN [ ] Flee xesisraxr PENETRATION KELECTRICAL (ROUGH) [ ] ELECTRICAL(FINAL) REMARKS: DATE-// // 5tZ�� INSPECTO pf SO!/jyo6 N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT'ON [ ) FOUNDATION IST [ ROUGH PLOG. [ ) FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROU G [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR TOWN OF SOUT110LD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSU TION I l FRAMING/STRAPPING [ INAL [ ] FIREPLACE 8 CHIMNEY [ ] FIRE SAFETY INSPECTION [ 1 FIRE xESIsrarr coHsraucnoN FIRE REsisrnNr a¢nernnnon C ] ELECTRICAL(ROUGH) C 1 ELECTRICAL(FINAL) REMARKS: DATE ` �`5� 3-INSPECTOR i OF SOpj�olo TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ J FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE l `� INSPECTOR t MMINMMC •N R'&PMT DATE COMMENTS. FOUNDATION MT) � 74GOD FOUNDATION(2ND) ' z o Cf ROUGH FRAMWG& PLYJ�YlBING ��. Y H INSUL•ATION P=No Y. O ►�-3 STATE ENERGY CODE FINAI, ADDITIONAL,COMMENTS p Cr J z N O � TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans _ TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey _ SoutholdTown.NorthFork.net PERMIT NO. 3 7 Check _ Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 20 Single&Separate DLS 0 2 Storm-Water Assessment Form I� Contact: Approved20 JUN j 20�, Mail to: Disapproved a/c BLDG. DEPT. Phone: TOWN OF SOUTHO[p Expiration 0 �� Building Inspector APPLICATION FOR BUILDING PERMIT Date G'-' o , 20/ INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Pennit 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 pennit for an addition six months. Thereafter, a new pennit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Pen-nit 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. SZ, ides (Signature of applicant or name,if a corporation) o , ✓ �dL�* S V_ (Mailing address of applic t) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises �i�L (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 ropo d w rk will be done: R,5_0 !9X,2 �s�,��r o,1?1,YZ� House Number Street Hamlet County Tax Map No. 1000 Section �. Block Lot 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 b. Intended use and occupancy �%rVq�2 �% li�✓ 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost ovo Fee If (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Fronto Rear DepthDD 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Y Will excess fill be removed from premises? YES V- NO / 14. Names of Owner of premises A'ch ;e e Address OX!mV1� Phone No. Name of Architect Address Phone No Name of Contractor f-Z lldgle Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAYBE SQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF N W YORK) \X) SS: COUNTY OFJ C..). Yy\_ ncat-g� �LA -k Oil (c being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the_ Q 0 4'1 +r 0- (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before;me this I U dnnf� dv-,VA 20--vrm TOTH Public State of New York r' No.01Y6St6 90696 _ Nota Public m uffolk C 8 ? Si nat of Applicant Notary Commiss�rr� +nirgc Italy 2f3 i Town Hall An= 54375 Mala Road Telephone(631)765-I802 Mg (63 7 P.O.Box 117 Southold,NX 1I9714959 BUIIDING DEPARTM r TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL, INSPEC71ON a REQUESTED BY: �� c�TK a w src r Date: Company Name: - -pec Iti cf L AS i c ` N License No.: y r Ldress: ft ne No.: — 3c) 3 - -715-f JOBSITE INFORMATION: , (*Indicates required formation) *Name: Xt d -DE N *Address: *Chose Street: L-47H V-- *Phone No.: Permit No.: Tax-Map District: 1000 S n:�r Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) K4 TC H k.N (Please Circle All That Apply) *Is job ready for inspection: GSAO, Rough in Final *Do.you need a Temp Certificate: YES! NO Temp information Qf.needed) *Service Size: 1 Phase 312hase 100 150 200 300 350 400 Other "New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82 for irapecUm Four, (] �l 16 r I Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M.p: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A 0(�y STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN -BaWcct' TiWo—n -.3IRF— —For— CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORK ASSESSMENT Yes No a. What is the Total Area of the Project Parcels? I Will this Project Retain All Storm-Water Run-Off (Include Total Area of all Parcels located within 1'-2 j,001D Generated by a Two(2")Inch Rainfall on Side? Scope of Work for Proposed Construction) ��`''S.F.!Acres) (This item will Include all run-off created by site /E] b. What Is the Total Area of Land Clearing clearing and/or construction activities as well as all and/or Ground Disturbance for the proposedSite Improvements and the permanent creation of construction activity? (P.F! impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed PROVIDE BRIEF PROJECT' DESCRIP'T'ION M-Me Aaktimaal Pape-ae Nem Drainage Structures Indicating Size&Location?This D Item shall include all Proposed Grade Changes and ! Slopes Controlling Surface Water Flow. 3 Does the Site Plan and/or Survey describe the erosion ❑ 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. i 4 Will this 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? rj Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand F](5,000 S.F.)Square Feet of Ground Surface? oe 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 El Submission of a SWPPP is required for all Construction activities irrvdving sod Beach? disturbances of one(1)or more acres; including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes are part of a larger common plan that will ultimately disturb one or more acres of land; which Exceed Fifteen(15)feet of Vertical Rise to Including Construction activities involving sod disturbances of less than one(1)acre where One Hundred(100')of Horizontal Distance? the DEC has determined that a SPDES permit Is required for storm water discharges. ( F] SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8 Will Driveways,Parking Areas or other Impervious for Storm Water Discharges from Construction activity-Permit No.GP-0-10-001.) Surfaces be Sloped to Direct Storm-Water Run-Off 1:11.The SWPPP shag be prepared prior to the submittal of the NOT.The Not shall be into and/or in the direction of a Town right-of-way? submitted to the Department prior to the commencement of construction activity. 2.The SWPPP shag describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, required,post-construction storm water management practices that will be used and/or Removal of Vegetation,and/or the Construction of any ❑ constructed to reduce the pollutants in storm water discharges and to assure Item Within the Town Right-Of-Way Or Road Shoulder compliance with the term and conditions of this permit.In addition,the SWPPP shag Identify potential sources of pollution which may reasonably be expected to affect the Area?crus hem will NGT Inotude the installation of Driveway Aprons.) quality of storm water discharges. NOTE: If Any Answer to Questions one through Nine is Answered with a Check Mark 3.AN SWPPPs that require the post-construction storm water management practice in a Box and the construction site disturbance Is between 5,000 S.F.fr,1 Acre In area, component shag be prepared by a qualified Design Professional Licensed in New York s Store Water,Grading,Drainage&Erosion Control Plan is Required by the Town of that Is knowledgeable In the principles and practices of Storm Water Management Southold and Must be Submitted for Review Prior to Issuance of Any Building Permit. (NOTE: A Check Mark(,J)and/or Answer for each Question is Required for a Complete Application) l i l S1 ATE OF NEW YORK, /� �. COUNTY OF.... s.U„T 1 . .. SS That I,..... ................being duly sworn,deposes and says that he/she is the applicant for Permit, (Name of Individual signing Document) And that he/she is the e/ .��?..................................................................... (Owner,Contractor.Agent,Corporate Officer,air-) Owner and/or representative of the Owner or Owners,and is drily 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 herewith. Sworn to before me this; J ; /� .....................{..h.....................day .` .E 2O.(.1. I NotarNo Public �1. -Cl.. 1. ...... ; y .. ..... ............ ......... VWTOTH.... I.......... ......... ...................... (Sign ppkant) FORM - 06/10 No.01 06190696 Qualified in Suffolk County Commission. Expires July 28,til/ Z SO(/ryol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �"Oum,� — BUILDING DEPARTMENT TOWN OF SOUTHOLD April 26, 2013 b✓ Michael Bogden PO Box 271 r Orient, NY 11957 Re: 850 Orchard St, Orient 04� f f nj' TO WHOM IT MAY CONCERN: W VV_ The Following Items(if Checked)Are Needed To Complete Your Certificate of Occu ancy: Application for Certificate of Occupancy. (Enclosed) y ZElectrical Underwriters Certificate. (contact your electrician) A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411184) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning #765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: 36499 — Residential Addition SO!/jyol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 G Southold,NY 11971-0959 lroan BUILDING DEPARTMENT TOWN OF SOUTHOLD May 10, 2013 Michael Zuhoski S&Z Builders 2780 Duck Pond Rd. Cutchogue, NY 11935 Re: Bogden, 850 Orchard St, Orient TO WHOM IT MAY CONCERN: The Following Items(if Checked)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. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning #765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept Cl BUILDING PERMIT: — Residential Addition _ SUFFOLK CO. HEALTH DEPT. APPROVAL H. S. NO. L CZh 5' I � ris f W�IL� A►"�'i�: �lv �ac.��E� O2 C1UrN `�F' r'�:..�. �.►Qf?';a.� O{= 4-�Ov•';f STATEMENT OF INTENT THE WATER SUPPLYANO SEWAGE Vi L SYSTEMS FOSt THIS ftESIDENC WILL 45?.lQ Tri NA\/'Y �"T, N.F T'4U 40 E. !X4.0 � CONf'ORfit FO' THE STAI�iDAR915 OF THE 500 �o L 1 _`v SUFFOLK CO. DEPT. OF M HEAL' SERVICES. I " `amu. Cy (`-11 } #o4f% o '�tE4l_;�v I ( APf"1,.1CAf+iT + ( a { ` ! SUFFOLK C0U191TY DEPT. Of HEALTH WMLC.± C? SERVICES — ICOR APPROVAL cw Z ± ,F 1 ____ CONSTRUCTION ONLY Lu <--,i- zsro01y i M ti DATE: �:rfw. � � SC..A(...E•.�' ( HSREFNO : APPROVgD: v I pips( — —--` SUFFOLK CO. TAIL MAP OB9lGkATlOt v �k � r' I > must DIST. SECT. BLOCK L' . Lu LOX lu OWNERS ADD t� � z =� NC?• 12 I-::�-�CS2�g '* -. _. e t1Z , f3l-S -3' $g TZ3- 1134 yIV / -� DEED: X3.4 L:.�`# & �'. . 5. 7 s Tij JIMVAN • . .+ �?b T,� 7,$•* a e �x�f+nd�r�nfRn M�c+drtian s:A D ow { New :VAC-ANT-) FJ a Low 4,woom LOW. FLE VATi O N5 lZEFffJZM MEAN ,SEA. LEVEL, M Om*vam we owo MAP "' nares + F- X201 QT EY E t,1 V.",`:i� �awa.e+.o on►+�e afe+.it ee�. MAY 15 19 c 7 1 CkAA j r2 AT K. c t+ITE TO 51A.1''f-io.E 1itiiG` l+v �ti t, CA co . _OV 'Y` `` #�L VALYL, P.C. LICI1 O LAiV'O'1ft1RV ORS ! 1 GOEENPORT NEW YORK _ TEtEQYM 10151 N41635 PROJECT TITLE & LOCATION: PROPOSED ADDITION TO THE 26'-7' BOGDEN 10'-44" -9Y" 10'-4Y4" z6'-7^ RESIDENCE 850 Orchard Street (2) 2x10 ACO Girder G_ _(2) 2x10 ACO Girder (2) 2x10 ACO Girder - Orient, New York rk \ Provide 16" Sona Tube Conc. Pier \_P(Min rovide 16" Sono Tube Conc. Pier WORKNOTES: lx Azek Skirt Board -(Min. 3'-0" Below Final Grade) 3'-0" Below Final Grade) UU V O p O Cfl " Deck Overhang—/ NEW DECK FOUNDATION PLAN C Q � Q O O O Provide 16" Sana Tube Conc. Pier `V Provide 16" Sona Tube Conc. Pier N (Min. 3'-0° Below Final Grade) (Min. 3'-0" Below Final Grade) PROVIDE ';'x12" ANCHOR BOLT (2) 2x10 ACQ Girder (2) 2x10 ACO Girder (2) 2x10 ACO Girder @MAX. OF 2'-0"oc. rLo 21046 21046 1032 1032 21032 - - - - -- - - - - "WAr.�4 11 XJ - - - - - - - - - - - - - - - - - - - - - — - 14'-02„ - 19'-7" 52PROVIDE 2°x12° ANCHOR BOLT I . NEW CRAWL SPACE Poi �� Ln L�i NE',i CRAWL SPACE P°C. N NEC 5z" ___ @ MAX. OF 2'-0"oc. �I I PROVIDE z x12' ANCHOR BOLT z _ C CONTINUOUS WI40x 9 1/2" FLOOR JOISTS I�CONTINUOdS W140x 9 1/2" FLOOR JOISTS CONTINUOUS WI40x 9 1/2' FLOOR JOISTS I g @ MAX. OF 2'-0"oc. oc a� o 1 x c� o o - I J x AON I 2x10 FLOOR JOISTS 16"oc. vPROVIDE MIN.3'-C"x 2'-0" OPENING �I 8"x 16" CONC. PIER J TO ALLOW' FDR ACCESS AND INSTALLATION PROVIDE MIN.3'-O"x 2'-0" OPENz �ICn NEW KITCHEN ADDITIONzFILLED SOLID ON OF DUCT WORK ^J TO ALLOW FOR ACCESS AND INSTA1 02'-o'x 2'-o'x 1'-0' _I_—, Wil__, of DUCT WORKI Q � NEW DINING ROOM °8"x 6" CONC. PIER FILLED SOLID ON o2' coNc. coNc. Fooriivc 4" SLAB ( i2-0 x 2-0 x 1-0 CONC. FOOTING ( w CU O 1 i i i i r 14' L- - 9'-10" 9-10" PROM @ 15�EoAR PINS Z ! ___LINE_OF EXISTING FIRST_FLOOR___� m f _ 1' ---- CONTINUOUS W140x 9 1/2' FLOOR JOISTS I 8"x 16" CONC. PIER __-- 3 14„ 7'-9" 3' 14" ��4- PROVIDE #5 REBAR PINS r @ 1'-6" oc I I FILLED SOLID ON .�11" 2'-O"x 2'-0"x 1'-0" i �l I WASTE LINE CONC. FOOTING—� 2x10 FLOOR JOISTS 16"oc, 0 2x10 FLOOR JOISTS 16"oc. _ ___ --------------- WASTE ---------_ - - - - _ --- --�-- BUILDING CONSTRUCTION NOTES: GENERAL NOTES: PROJECT TITLE & LOCATION: GENERAL: CARPENTRY: CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA FOR AREA 4 Provide double joists under all load bearing partition walls unless otherwise noted. PROPOSED O�O�^D GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD 1. All construction work shall comply with the Building Code of New York State,and ASCE STANDARD(SEI/ASCE 7-98) Provide typical energy corners+interior/partitions. K t DESIGN UNDERLAY- FLOOD WIND EXPOSURE Sill plates are to be 2"x 6" treated 40 year CCA with sill sealer. SNOW DESIGN FROST LINE LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. VENT REQUIRED HAZARDS CATEGORY 2. All work shall comply with the New York State Energy Code. Provide sill sealer-below termite shield. ADDITION � D D ITI O N 45 lbs/sgft 120 (mph) B SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C A. It shall be the contractor's responsibility to submit the size,design,and type of mechanical systems which will be used in 2"x 4"- 16"oc exterior walls. /'1 sufficient detail as required by the Building Department. 2"x 4"- 16"oc interior walls-unless noted otherwise. O DESIGN CRITERIA B. Insulate all supply&return ducts and piping as required by code. All wall studs are to be#2 or better Douglas Fir-Larch. t MINIMUM UNIFORM DISTRIBUTED LIVE LOADS C. All windows,door sills,openings,etc.shall be caulked and weather stripped. All other framing members are to be#2 or better Douglas Fir-Larch or otherwise noted. PRESCRIPTIVE DESIGN (in pounds per square foot) Provide solid blocking beneath all bearing points. BOGDEN 3. Single and multiple-station smoke alarms.Single and multiple-station smoke alarms shall be installed in the following locations: Provide structural metal corrmectors as required in all conditions as per state and local codes. USES(s) AND OCCUPANCY CLASSIFICATION(s) USE LIVE LOAD DEAD LOAD 1)As per New York State Code. Openings to have(2)2 x 10 headers-unless otherwise noted. 2)Minimum of one per floor 1/2"cdx roof sheathing.(5]ply) RESIDENCE 3 One per each Bedroom 1/2"cdx exterior wall sheathing USE OCCUPANCY EXTERIOR BALCONIES 60 10 ) p Provide fire blocking in all walls and floors as required by state and local codes. O DECKS f 40 10 All penetrations from the interior to the exterior of the building are to be filled with mortar to RESIDENTIAL R-3 4. Engineer is not responsible for the supervision of construction. General Contractor must verify all dimensions and conditions before insure no vermin can enter tthe building. p TYPE OF CONSTRUCTION (CHAPTER 6) PASSENGER VEHICLE GARAGES (a) 50 (a) 10 construction or fabrication. Engineer is not responsible for any changes without written prior approval. 050 Orchard Street 5. Do not scale drawings. CONCRETE: Orient, New York TYPE GROUP ATTICS WITHOUT STORAGE (b,e) 10 10 Foundation to be constructed of 3000 psi concrete. 6. The engineer shall be responsible for the content of these drawings only. He shall not be held responsible for any materials, Contractor is to verify soil]load bearing capacity prior to construction. V B ATTICS WITH STORAGE (b,e) 20 10 workmanship, means or methods of construction. The engineer shall not be held responsible for the design or installation of Strength of walls=3,000 PSI at 28 day ASTM C-94 ready mix concrete as per Residential Code of New York State. materials and equipment: Electrical,Plumbing,Heating,Ventilation,Air Conditioning,or any other system not specifically All footings,foundations,etc.shall rest on undisturbed soil. WO R K N OTES: HEIGHT AND FIRE AREA ROOMS OTHER THAN SLEEPING ROOMS 40 10 contained in these drawings. Footings shall be 36"below finished grade-minimum. All footings,foundations shall be formed. HEIGHT FIRE AREA SLEEPING ROOMS 30 10 7. Electric construction is to conform to the National Electric Code,Building Code of New York State,and LIPA Electric requirements. Provide rebar in all wall as per manufactures specs. Footings to be 16"x 8"with rebar as per detail unless otherwise noted. �p�pa11CD n�+ � � HEIGHT BUILDING. STAIRS 8. Plumbing is to conform to the County and Local Health Department requirements,and Building Code of New York State. Foundation Waterproofing and Damp proofing-as per section R406 of the State Building Code. APPROVED G AS THE VERTICAL DISTANCE 40 (c) 10 Insure waterproof integrity of existing foundation at all trouble spots(signs of leakage)in basement. E THE AVERAGE HEIGHT 1, B.P. # FROM GRADE PLANE TO UNLIMITED AREA 9. All heat producing equipment shall be installed in accordance with Building Code of New York State and manufacturers specifications. All locations of water leakage are to be excuvated and repaired as necessary to insure the waterproof integrity of the foundation. DATE' 3 STORY GUARDRAIL AND HANDRAILS (d) 200 (c) 10 OF THE HIGHEST ROOF r AS PER TABLE 503 - 10. All new elechica1 and mechanical equipment is to be elevated to FEMA requirements and NYS Code as required. ELECTRICAL: FEE: SURFACE = 23'-750" ROOF NOTIFY BUILDING DEPARTMENT AT AS PER SECTION 502 OF 30 10 Keep boxes 5"minimum from edge of box to rough opening. THE BUILDING CODE OF 11.Limitation of Professional Liability: Electric construction is to conform to the National Electric Code,New York State Building Code. 765-1802 8 AM TO 4 PM FOR THE NEW YORK STATE. n FOLLOWING INSPECTIONS: By acceptance and use of these plans the owner/builder/agent agrees to limit the liability of East End Design Associates LLC.and their Provide smoke detectors as per state and local codes. a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000- draftsmen due to neglect,acts of error,such that the total aggregate liability of East End Design Associates LLC.,and there draftsmen shall Provide sealed areas around all lights and ceiling penetrations to prevent air infiltration from attic 1. FOUNDATION-TWO REQUIRED POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA. not exceed 50%of the total fee for services rendered on this project excluding East End Design Associates LLC.expenses such as blueprint space into the heated envelope of the building. FOR POURED CONCRETE TOTAL HEIGHT FROM RIDGE TO GRADE 27'-7j" 2. ROUGH-FRAMING,PLUMBING, b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS, copies,reimbursed fees,etc.. Install fire caulking around all wires in accordance with NY.State Code. STRAPPING, ELECTRICAL&CAULKING c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY 12.All of our floor plans and elevations are protected under federal copyright law. No plan may be reproduced or reconstructed PLUMBING: 3. INSULATION LUMBER SPECIES AND GRADE DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING without written permission. Supply pipes in walls(for toilets)at 3"from plywood. 4. FINAL-CONSTRUCTION&ELECTRICAL OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER Plumbing is to conform to the county and local health department requirements and New York State Code. MUST BE COMPLETE FOR C.O. ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER STRESSES. 13. Owner/Contractor must verify any site specific requirements for the construction such as flood zone requirements,etc. All wall stacks are to penetrrate through roof at rear of house when ever possible,spray to match roof shingle color. ALL CONSTRUCTION SHALL MEET THE d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN Install fire caulking around all pipes in accordance with NY.State Code. REQUIREMENTS OF THE CODES OF NEW ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER ACCORDANCE WITH SECTION R802.10.1. 14. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as YORK STATE, NOT RESPONSIBLE FOR Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and INSULATION: 'ill DESIGN OR CONSTRUCTION ERRORS. e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS requirements with such agencies prior to construction. All ceilings are to be insulaited with a blanket or R-30 insulation(unfaced) All 6"exterior walls are to lbe insulated with R-19 insulation(foil faced) TABLE R402.2 15. Owner/Contractor must verifyall notations and constructions specifications and ensure that all construction meets or exceeds the Building Code All 4"exterior walls are to lbe insulated with R-15 insulation(kraft faced) P,u k r �,IN STOPm NATER RUM07 7 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE P a F,V" e 4 W"€" `! (� r of New York State,ASCE STANDARDS(SEI/ASCE 7-98) All 4"interior walls are to be insulated with R-15 insulation(kraft faced) 1 ( " 1 F P 1 )i G t ' ,, h ,,t i F ��li I; .r All floors are to be insulated with R-30 insulation(kraft faced', y: I "�� AREAS OF STRUCTURE MINIMUM SPECIFIED �C l�r l tl E� �, . a' E COMPRESSION STRENGTH (a) (fc) 16. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as Suffolk County P �a Department of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all Conditions,codes,and requirements with such GUTTERS: CRAWL SPACE NA TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL agencies prior to construction. Insure all gutters are directed into a drywell provided for them.if no drywell is provided then a new drywell shall be BASEMENT EXISTING NA properly sized and located to insure that adaquete runoff can be collected and removed from the location of origin. ELEcTRic AL FIRST FLOOR EXISTING NA SEVERE (b) 17. Any discrepancy on this plan is to be brought to the attention of the Engineer immediately for Re-Design. BILCO DOOR: r INS`nEC/►-r,o��,i NEW FIRST FLOOR 338 sq/ft BASEMENT WALLS, FOUNDATIONS AND OTHER Finish,repair or replace bil co door as necessary to provide a secure entrance to the building. EXISTING SECOND FLOOR NA CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) Provide a 3668 13/4"SC.dolor at the bottom of the stairs to minimize the air infiltration into the baseme I NEW SECOND FLOOR NA This door is to be finished on all sides,weather-stripped and provided with an entry lock. VVA 1`i-•L t` ;:.D BALCONY NA LOFT NA BASEMENT SLABS AND INTERIOR SLAB ON 2,500 (c) TESTING sEFd�?, 4 Ir�C GRADE, EXCEPT GARAGE FLOOR SLABS PLUMBER CERTIFICATION ATTIC (HOUSE)(a) NA AS PER CHAPTER 1 OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK ATTIC (HOUSE)(b) NEW NA _ 1 1 .4.4 ADDITIONS ALTERATIONS, RENOVATIONS OR REPAIRS, ON LEAD CONTENT��'�r'f�h NA STATE, SECTION 0 CERTIFICATE GARAGE FIRST FLOOR BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND GARAGE STORAGE SECOND FLOOR NA OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 (d) INSURE ALL PLUMIBING VENTS ARE �-� ?•` ; . ': i ATTIC (GARAGE)(a) NA ADDITIONS AND ALTERATIONS SHALL CONFORM WITH SECTIONS 101.4.4.1 - 101 .4.4.3 ROOF ON THE BACK OF' HOUSE gpLDER ':>- BONUS ROOM NA 3" CIJPPLY S�0)OF ,��o u��A0. SCREENED PORCHES NA PORCHES, CARPORTS AND STEPS EXPOSED TO 3,500 d 101 .4,4.1 ADDITIONS: SUNROOM NA THE WEATHER, AND GARAGE FLOOR SLABS O ADDITIONS SHALL CONFORM TO THE PROVISIONS OF THIS CODE AS THEY RELATE TO NEW EXCEEQ NEW DECK REPLACED EXISTING NA - -- --- - CONSTRUCTION WITHOUT REQUIRING THE UNALTERED PORTIONS) OF THE EXISTING OR BUILDING INSURE ALL PLUMIBING MEETSEXCEEDS NA SYSTEM(S) TO COMPLY WITH CODE. NYS. AND SCDHS CODES AND REGULATION S. COVERED PORCHES FOR SI 1 POUND PER SQU.`O,E INCH + 6.895 kpa COVERED ENTRANCE NA (a) AT 28 DAYS PSI ADDITIONS SHALL NOT CREATE AN UNSAFE OR HAZAF1;0US CONDITION OR OVERLOAD EXISTING INSURE ALL PLUMIBING VENTS ARE NEW PATIO ON GRADE REPLACES EXISTING DECK i��ij (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL BUILDING SYSTEMS. ON THE BACK OF HOUSE DECK REMOVED (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) 4.3 OTHER ALTERATIONS 3" nfl (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) WHERE (a) WITHOUT STORAGE WHERE LESS THAN 50% OF A BUILDING SYSTEMS OR SUBSYSTEMS, MEASURED IN UNITS _ SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT, ANY 12 MONTH PERIOD, ALTERATIONS (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT, APPROPRIATE TO THAT SYSTEM, IS REPLACED OR WI LIN (b) WITH STORAGE TO THAT PORTION OF THE SYSTEM SHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION OR OVERLOAD EXISTING BUILDING SYSTEMS OR SUBS�GTEMS, EAST END DESIGN ASSOCIATES LLC Imp PO Box 1675 SECTION 402 2" Southold, New York 11971 BUILDING THERMAL ENVELOPE NEW KITCHEN phone: (631) 765-1862 fax(631)466-3354 402.1 INSULATION AND FENESTRATE CRITERIA, THE BUILDING THERMAL ENVELOPE SHALL MEET BAR E-Mail: CArm8888@aol.com THE REQUIREMENTS OF TABLE 402.1(1) BASED ON THE CLIMATE ZONE SPECIFIED IN SINK SINK DW. CHAPTER 3. SHEET NAME: FIRST FLOOR 1y2 ly2" 1y2" NOTE: ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. c•o.l C.O.3" 2" General Notes FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE F.A.V. 1 _ 4" C. I. NOTE: OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUIL DIf�dG CODE OF THE STATE OF NEW YORK, SYSTEM SEPTIC CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO HOUSE ITRAPSYSTEM scDHs APPROVED SEPTIC TANK FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. ENGINEER: EN,�INEER'S SEAL; NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS PLUMBING RISER [DIAGRAM NOTE: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS, EAST END DESIGN ASSOCIATES, LLC. AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO JAMES DEERKOSKI, PE INSURE PROPER INSTALLATION OF ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. NTS Professional Engineer �\ NOTE: THE PROVISIONS OF CHAPTERS 30, 31 AND) 32 OF THE 260 Deer Drive \`4t ROOF DRAINAGE FOR NEW ROOF RESIDENTIAL CODE OF THE STATE OF NEV'N YORK ALONG Mattituck, NY 11952 WITH THE PLUMBING CODE OF NEW YORK `.STATE AND THE 631 -298-7116 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES WILL SHEATHING NOTES: ROOF DRAINAGE CALCULATIONS. GOVERN THE MATERIALS, DESIGN, CONSTRUCTION AND ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATIONS INSTALLATION of SANITARY DRAINAGE SYSTEMS. AF & PA WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION . ( � OWNERSHIP AND USE OF DRAWINGS: c� (1 ) SHEATHING TO BE NAILED TO CCA SILL NEW ROOF AREA = 336 sq/ft These drawings and specifications including the (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM V = A x R x c ideas, design and arrangements represented therein, are the property of East End Design (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES A = 336sq/ft Associates, LLC. No part thereof shall be copied, - 2" RAINFALL - .17 ft disclosed to others or used in connection with R (4) SHEATHING TO BE NAILED TO TOP PLATE - - any work or project other than for which they C = COEFF. = 1.0 have been prepared without written consent of NO SUBSTITUTIONS V = 336 x 1 x .166667 = 56.0 c.£ D East End Design Associates, LLC, All framing hardware shown on these plans, unless otherwise indicated, is Simpson Strong-Tie, 56 / 8.73 VERTICAL FT. / FT = 6.4 V.F. ��� PROJECT N0. SHE INDEX: 13 ? No substitutions are approved or authorized USE (2) 4' DIA. POOLS 4'-0" DEEP = 8 V.F. (Ijj 917-2011 DRAWN BY: Due to the relationships of framing hardware to RING jOpt wN`��of- r components of the structure, any f'raming ALL COVER TO BE TRAFFIC BEARING °FS©-,.,rH`p` BDK the othe p 101 hardware substitutions will render these plans AL ALL MULTIPLE POOL S null and void, and will result in the installer/contractor SYSTEMS ARE TO NTS assuming responsibility for the design and BE CROSS-CONNECTED DATE: 05-17-2011 performance of the entire system, SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION PROJECT TITLE & LOCATION: USE A MINIMUM OF DOUG-FIR LARCH S0. PINE UPLIFT TWO 8d NAILS THIS MTS 2 0 L_ T S 2 0 ALLOWABLE LOADS 2 LOAD SIDE OF TRUSS, FASTENERS LATERAL WITH TOTAL FOUR MODEL GA UPLIFT UPLIFT CODE PROPOSED RAFTERS/ ULT (133/160) Sdx1�" REF. 8d NAILS N0. TO AVG TO TO . NAILS INTO TRUSS TRUSS PLATES STUDS (133) (160) F F2 (133& ° _ STU o "- 160) NOTE: REFER TO SIMPSON WOOD CONSTRUCTION TAKE-SIMPSON ADDITION TAKE-UP WASHER PROVIDE (1) HGAIOKT ON H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND SIDE OF CEILING JOIST AND ON SIDE OF RAFTER PROPER INSTALLATION PROCEDURES H6 16 8-8d 8-8d 3983 915 950 650 5, 44 TO THE DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) - BOGDEN TWO ART -x12 (TOTAL) AVG LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAIL °o % MODEL GA ULT. LFTA LFTA REF. INTO ° N0. R PLATES L QTY DIA 1 2" 24" 3" 3J" 14" 2" 2�" 3" 3J" WDTHSPANom o' EIGHT 8d NAIL RESIDENCE 1205 1400 5, 44, 85 INTO SP4 e e LFTA 16 21" 17" 381" 16-10d — 4200 STUD S2 DOUG-FIR LARCH / SO. PINE FASTENERALLOWABLE UPLIFT LOADS MODEL L AVG 10d 1 O x 1}" CODE o° 850 Orchard Street NO. ULT. REF. LFTA00 10d 10dx1 " L- STA21 (133 / 160) (133) (160) o °° Orient, New York o• MTS16 16 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 0 0 0 WORKNOTES: MTS20 20 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 ART "x12 0 0 0 7 ,0 Simpson Strong-Tie LST20 20 12-10d 12-10d x 1>" 2383 775 720 720 3, 41 crlw- ° H A10 COUPLER NUT DETAIL "EI' ° DOUG-FIR-LARCH SO. PINE CODE TYPE OF DIRECTION Equal, number o f ° MODEL CONNEC- OF LOAD ALLOWABLE LOADS REF. TION FLOOR ROOF (133/ specif led nal(s In o0 N0. (100) (125) 160 each end Simpson Strong-Tie DETAIL "K" G 515 645 670 16 LTP4 5 J 515 645 670 6, 39, 97 DETAIL 11H" H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOEDOWN HOLDOWN ARTJ"x12 DEFLECTION CODE MODEL STUD AVG DEFLECTION REF. STU 511 LENGTH OF BOLT z3 AT HIGHEST MACHINE N VERTICAL WOOD MEMBER AT HIGHEST ALLOWABLE 8 ""o° N0. BASE BODY 4 ANCHOR BOLTS ULT. ALLOWABLE GA GA HB SB W H B SO CL DIA DESIGN s DESIGN LOAD DESIGN 90 SIMPSON QTYDIA 14" 2" 24" 31, 3 " 5J" LOAD WHEN 0 THE SILLISED PLAATEFF o ° TAKE-UP WASHER H➢2A 16 12 4j" 24" 2J" 8" 2{� 1 2 12150 1555 2055 2565 2775 2775 2760 0.058 0,077 2, 43, 82 0 0 DIMENSIONS FASTENERS AVG ALLOWABLE UPLIFT LOADS o0 ART8" MODEL x12 NO. W L STUD PLATE ULT. DF / SP CODE (133)2 (160) REF. SP4 3 " 7j" 6-10d x 1�" 2917 735 885 7, 40, 127 m MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° NO. GA yy L NAILS LO R (133) (160) REF. ° 0 LSTA21 20 1 21 16-10d 905 1205 1 1295 7, 40, 90 0° MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE o FLOO NO. GA W L NAILS 100) (160)(133) REF. Simpson Strong-Tie MSTA24 18 1 24 18-10d 1 1025 1370 1 1640 7, 40, 90 MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE L U S 4 6 tl�� NO. (LENGTH END GA CUT LENGTH (TOTAL) 2 SPACING REF. HDPA L (100) (133 / 160) OC. OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie CS16 150' 14" 1 16 CLEAR SPAN +31" 28-8d 1235 1 1650 2�" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE H6 NOTED. FAILURE TO COMPLY WITH ALL NOTES DIMENSIONS FASTENERS DN, DOUG-FIR LARCH SO. PINE ALLOWABLE LOADS ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION MODEL HEADERS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE II 11 N0. GA W H g JOISTS ( ) ( ) ( ) BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL F od 16d ULT. (133) (160) 10d 16d 10d 16d 1 O 16d REF• ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 3A" 41" 2 4-16d 4-16d 6076 1140 1160 1000 1150 1250 7, 40, 127 DETAIL 11111 5 HUS210-2 14 3 9{3G 2 8-16d 8-16d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 STU 8 — DOUG-FIR LARCH S0. PINE ALLOWABLE LOADS ART "x12 SIMPSON MODEL FASTENERS UAPGFT UPLIFT LATERAL CODE NO. GA (133/160) REF. TAKE-UP WASHER ULT. TO RAFTERS TO PLATES TO STUDS (133) (160) F F2 160 HGA10KT 14 4-SDSJ"x1J" 4-SDSJ%3" 1523 435 435 1165 940 CN W— USE A MINIMUM OF SP4 COUPLER NUT e TWO 8d NAILS THIS SIDE OF TRUSS. CNW 5„ TOTAL FOUR /. m SE A MINIMUM OF /COUPLER NUT ,� -` SP n STU 8 8d NAILS TWO 8d NAILS THIS MTS 16 // STU `t INTO TRUSS SIDE OF TRUSS, MTS 16 S T A 21 SIMPSON TAKE-UP WASHER TOTAL FOUR �, m TAKE-OUP WASHER SIMPSON Bd NAILS HD2A ° Strong-Tie L S T A 21 INTO TRUSS HUS 210-2 - ® EAST END DESIGN ASSOCIATES LLC TWO G Fj SN 111111P PO Box 1675 8 D AIL 5130 Main Bayview Road PLATES °° 51, Southold, New York 11971 EIGHTa ANCHOR BOLTS °m °o TWO ° o t 8d NAIL 8d NAIL phone: (631) 765- 1862 fax(631) 765-6820 INTO INTO H7 EIGHT ° o II 11 STUD Simpson Strong-Tie PLATES DETAIL A o E-Mail: CArm8888@aol.com INTO NAIL ® DETAIL "D" DETAIL "G" DETAIL SHEET NAME: STUD Simpson Strong-Tie H7 Sirrlpson Strong-Tie LFTA ROD SYSTEM Simpson Windload LFTA LFTA Charts & Calculations BP SHEATHING NOTES: NO SUBSTITUTI❑NS & ALL SHEATHIING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. All framing hardware shown on these plans, Simpson Strong Tie Details unless otherwise indicated, is Simpson Strong-Tie, (1) SHEATHING TO BE NAILED TO CCA SILL No substitutions are approved or authorized. (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM Due to the relationshi s of framin hardware to (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES p g (4) SHEATHING TO BE NAILED TO TOP PLATE the other components of the structure, any framing ENGINEER: 'ENGINEER'S SEAL: hardware substitutions will render these plans; null and void, and will result in the installer/contractor LTP4 assuming responsibility for the design and JAMES DEERKOSKI, PE OF NEW 1- LTP4 performance of the entire system, DETAIL "L" Professional Engineer Q � LTP4 1 260 Deer Drive JI "C 11 NOTE: Mattituck, NY 11952 , _ LU ' DETAIL 631 -298-71 1 G - ALL SIMPSOIN HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE �`' ti ="� �� Simpson Strong-Tie REQUIRED AMOUNT CALCULATED FOR EACH CASE. Floor-to-Floor Connections NOTE: PROVIDE SOILID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, OWNERSHIP AND USE OF DRAWINGS: AND THE Aw1ERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. These drawings and specifications including the ideas, design and arrangements represented LTP4 DETAIL "B11 NOTE: therein, are the property of East End Design EAST END DESIGN ASSOCIATES, LLC. AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER Associates, LLC. No part thereof shall be copied, LTP4 INSTALLATION OF ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. disclosed to others or used in connection with any work or project other than for which they Simpson Strong-Tie have been prepared without written consent of Floor-to-F�oor Connections East End Design Associates, LLC. PROJECT NO: SHEET INDEX: 917-2011 DRAWN BY: BDK SCALE: G1 02 NTS DATE: 05-17-2011 PROJECT TITLE & LOCATION: 35' PROPOSED 35' ADDITION �2 14'-6" 20'-6" 2'-7" 4'-118„ 4'-118„ 12'-34" 10'-3" � � TO THE BOGDEN C C 03 03 RESIDENCE CONTRACTOR IS TO CONTRACTOR IS TO INSURE THE NEW ADDITION AND INSURE THE NEW ADDITION AND THE EXISTING HOUSE FINISH FLOORS THE EXISTING HOUSE FINISH FLOORS WILL MATCH IN HEIGHT. WILL MATCH IN HEIGHT. Provide Temp Stairs and Rails as Per NYS. Code 850 Orchard Street All Window and Door Prior to Deck Construction CONTRACTOR IS TO All Window and Door Headers are to be INSURE THE NEW ADDITION AND Headers are to be Orient, New York PROVIDE „ (2) 14"x 9LVL.2" THE EXISTING HOUSE FINISH FLOORS (2) 14"x 9 " LVL. 2"z12"ANCHOR BOLT PROVIDE 2"x12" ANCHOR BOLT PROVIDE i z12" ANCHOR BOLT Unless Otherwise Noted WILL MATCH IN HEIGHT. Unless Otherwise Noted @ MAX. OF 2'-0"ac. AX. OF 2'-0"oc. @MAX. OF 2'-0"ac. 5'-114" cu I 3'SM. 3'SM. WORKNOTES: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — � �I� 21046 FHW6068 21046 21032 21032 21032 — — — — — — — — — — — — — — — ` - - - - - - - - — - - - - - - 19 " L, i oo I BF POC AM x2" ANCHOR BOLT W 'ACE nJo 14'-01NEW CRAWL SPACE NEW CRAL SPN o 2 � 51 '-7 @MAX. OF 2'-0"oc. FLOOR JOISTS PROVIDE 2z12" ANCHOR BOLTCONTINUOUS WI40x 9 1/2" FLOOR JOISTS CONTI JOISTS 2 ^X MAX. OF 2-0oc 52 --- - - - -- - z T" PROVIDE MIN.3'-0"x 2'-0" OPENING X 0O o CONTRACTOR IS TO 8"x 16" CONC. PIER _ w 2x10 CEILING JOISTS 16"oc. B INSURE THE NEW ADDITION AND FILLED SOLID ON N TO ALLOW FOR ACCESS AND INSTALLATION r PROVIDE MIN.3'-0% 2'-0" OPENING I B B m ICU Q 0 OF DUCT WORK J TO ALLOW FOR ACCESS AND INSTALLATION z n -I = NEW KITCHEN ADDITION THE EXISTING HOUSE FINISH FLOORS 2'-0"x 2'-0"x 1'-O" �I OF DUCT WORK ° ° NEW DINING ROOM GX J B z 8"x 16' CONC. PIER FILLED SOLID ON ~ WILL MATCH IN HEIGHT. CONC. FOOTING — — o I \ - 4" 4" 2'-0"x 2'-0"x 1'-0" CONC. FOOTING 4„ J _ Z M J 14' 9'-10" 9'-10" PROVIDE #5 REBAR PINS w � CONTRACTOR IS TO - ' O INSURE THE NEW ADDITION AND - - -------- / — _ _ _ — @ 1'-6" oc. z a THE EXISTINGWILL HOUSE STCH NFINIIS - HINE IN FLOORS HTi I--------- ___---OF EXISTING FIRST-FLOOR--- e ifs CONTINUOUS WI40x 9 1 2" FLOOR JOISTS — — z � PROVIDE5 REBAR PINS I 2" CONC. 8"z 16" CONC. PIER 3'-14" 7'-9" A FILLED SOLID ON m 3' 13„ 51" 0 @ 1'-6' oc. SLAB I A q v 4 2 2'-0"x 2'-0"x 1'-0" 11"� I A WASTE LINE CONC. FOOTING L 2x10 FLOOR JOISTS 16"oc. C 2x10 FLOOR JOISTS 16"oc. N co 0 �PRovDE MINI-o"x 2'-0" OPENING —T EXISTING BASEMENT — — ----------- — EXISTING KITCHEN TO ALLOW FOR ACCESS AND INSTALLATION LINE OF BOXED ARC 3„ 1" OF DUCT WORK 3' 34 --�`�32 ch� 11" BOXED COLUMNS 0 7'-31" 12'-11" o LINE OF EXISTING FIRST FLOOR 2x10 FLOOR JOISTS 16"oc. � 2 I I 2 H/W X 3" DIA. STEEL COLUMN Built-in Book Shelves - - -- - -- HEATER �T EXISTING BASEMENT ' ON 2'-o"x 2'-o"x ,'—o" CONC. FOOTING Provide New HUTCH / PANTRY 2868 POC. PROVIDExl J N EACH SIDE FURNACE ON EACH SIDE OF WALL ABOVE 1" / .-1cu (3)2x8's W/g .=1cu o \� Plywood Hdr. �' 03 ()*--,L- 3" DIA. STEEL COLUMN o 2x10 FLOOR JOISTS 16"oc• 03 EXISTING - i/ �\ o EXISTING I ON 2 Ox 2 Ox 1 0 N7 LIVING L__ _J MUDROOM CONC. FOOTING EXISTING BASEMENT ROOM BATHCD � Q0 EXISTING BASEMENTco 2868 U40 1(I 2x10 FLOOR JOISTS 16"oc. � 2x10 FLOOR JOISTS 16"oc. o 0 X � � r7 � I � F_----� I '-8° I I 3" DIA. STEEL COLUMN I ON 2'-O"x 2'-0"x 1'-0" _JI 2x10 FLOOR JOISTS 16"oc. I CONIC. FOOTING EXISTING BASEMENT 2x10 FLOOR JOISTS 16"oc. EXISTING EXISTING ®®® 14'-3° MUSIC GARAGE EAST END DESIGN ASSOCIATES' LLC ELECTRIC ROOM EXISTING GARAGE PO Box 1675 PANEL A/C 5130 Main Bayview Road H2O HANDLER Southold, New York 11971 phone: (631) 765- 1862 fox(631)466-3354 E-Mail: CArm8888@aol.com 3046 3046 SHEET NAME: Foundation / First Floor Plan ENGINEER: ENGINEER'S SEAL: 01F NEW JAMES DEERKOSKI, PE �`� DE Professional Engineer 260 Deer Drive Mattituck, NY 11952 631 -298-7116 FOUNDATION PLAN- � FIRST FLOOR PLAN OWNERSHIP AND USE OF DRAWINGS: iz These drawings and specifications including the ideas, design and arrangements represented therein, are the property of East End Design Associates, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent of East End Design Associates, LLC. EIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME PROJECT N0: SHEET INDEX: CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. 917-2011 NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS DRAWN BY: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. BDK SCALE: NOTE: UNLESS OTHERWISE NOTED ALL EXTERIOR HEADERS ARE TO BE (2)13/4"x 9Y2" LVL HEADERS Acceptance of these drawings does not authorize the right to build without the authorization 1/4" = 1 '-0" Al 01 of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such DATE: agencies prior to construction. 05-17-2011 PROJECT TITLE & LOCATION: PROPOSED ADDITION TO THE BOGDEN RESIDENCE 850 Orchard Street Orient, New York Verify if Flyrafters are to be added to Verify if Flyrafters are to be added to Existing Gables Prior to Construction. Existing Gables Prior to Construction. WORKNOTES: (12" Flyrofters are Recommended) (12" Flyrofters are Recommended) (Notes shall be considered typical for items identified and shall apply to all same and similar conditions or locations; all locations may not be noted.) Verify if Flyrafters are to be added to LILI Verify if Flyrafters are to be added to Existing Gables Prior to Construction. E ISTI G Existing Gables Prior to Construction. N3 (12" Flyrafters are Recommended) (12" Flyrafters are Recommended) XI IN XI IN XI IN XI IIN m� W W 4 W 4 cu i ! Relocated RetractableAwning - ci Verify Overhang Dimensions Verify if'Flyrafters are to be added to Verify if Flyrafters ore to be added to prior to Construction Existing Gables Prior to Construction. Existing Gables Prior to Construction. (12" Flyyrofters are Recommended) (12" Flyrafters are Recommended) ®E EE NE XI IN XI IN T 21 2 T 21 2 T 210 2 NE NE XI IN W 4 W 4 W1 4 T 21 6 a a T 21 6 FH 0 11 N1 VV Provide Temp Stairs and Rails as Per NYS. Code Prior to Deck Construction NORTHERN ELFVATION- SOUTHERN ELEVATION_ EAST END DESIGN ASSOCIATES LLC PO Box 1675 5130 Main Bayview Road Southold, New York 11971 Verify if Flyrafters are to be added to Verify if Flyrofters are to be added to Existing Gables Prior to Construction. Existing Gables Prior to Construction. phone: (631) 765- 1862 Existing ng Cables Flyrafters are Recommended) (12" Flyrafters are Recommended) fax(631) 765-6820 (12' E-Mail: CArm8888@aol.com FI `Verify if Flyrafters are to be added to SHEET NAME: Verify if Flyrafters are to be added to Existing Gables Prior to Construction. Verify if Flyrafters are to be added to Existing Gables Prior to Construction. 1 11 1 11 1 11 11 11 11 11 1 (12" Flyrafters are Recommended) Existing Gables Prior to Construction. (12" Flyrafters are Recommended) (12" Flyrafters are Recommended) Elevations XI IN XI IN XI IN W 4 W 4 W 4 Verify if Flyrafters are to be added to ENGINEER: EN,G I N E E R'S SEAL: Existing Gables Prior to Construction. (12" Flyrafters are Recommended) Verify if Flyrafters are to be added to Existing Gables Prior to Construction. JAMES DEERKOSKI, PE ��F, b.. tD€(�- D (12" Flyrafters are Recommended) Professional Engineer `, Verify if Flyrafters are to be added to I Existing Gables Prior to Construction. ` I Jj 260 Deer Drive � "=. s� - ,J, (12" Flyrafters are Recommended) — Mattituck, NY 1 1 952 1 z E ISTI G ��a 631 —298-71 16 W 4 W 4 W 4 W 4 NEW ADDITION OWNERSHIP AND USE OF DRAWINGS. — I These drawings and specifications including the ideas, design and arrangements represented therein, are the property of East End Design Associates, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent of East End Design Associates, LLC. PROJECT NO: SHEET INDEX: WESTERN ELEVATION EASTERN ELEVATION917-2011 DRAWN BY: BDK SCALE: 201 Acceptance of these drawings does not authorize the right to build without the authorization 1/4" = 1'—0" of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such DATE: agencies prior to construction. 05-17-2011 PROJECT TITLE & LOCATION: PROPOSED ADDITION TO THE BOGDEN RESIDENCE 12" s" 850 Orchard Street Orient, New York WORKNOTES: (Notes shall be considered typical for items identified and 2x10 RAFTERS 2x6 PLATE shall apply to all same and similar conditions or ®16"oc. locations; all locations may not be noted.) 14"x 118'" LVL. BEAM LAYERS CDX PLYWOOD (2) LAYERS J" CDX PLYWOOD (MATCH EXISTING) Ridge Vent 2x12 Ridge 2X6 Collar Ties �" GALV. CARRIAGE BOLTS 2'-O"oc. SIMPSON HANGERS NEW BEAM "B" EXISTING Match Existing Roof Shingles I I I I MASTER SIMPSON HANGER HGLTV SERIES 30 LB Felt I I OR EQUAL (provide ice and watershield at all valleys, hips, starter and ridge locations) I I I I 1J"x 92'" LVL. BEAM " CDX Plywood Roof Sheathing I I I 2x10 Rafters - 16"oc. I , BEDROOM 2"x 10" Roof Rafters - 16"oc. II II II II 12" I I I I ATTIC II II II II II II II II 1 I I I I I I NEW BEAM "A" (2) Layers of P&T UL Plywood (See Beam "A" Detail) Exter:ar NEW BEAM "B" Glue BEAM "A" DETAIL I I I I I q" CDX Subfloor I I I I I I (See Beam "B" Detail) or Match Existin� I I I I 1x8 Fascia /Rakes • • • • • • Existing 2X10 Ceiling Joists I II/ R-30 Fiberglass Insulation 1'-0" Vented Soffits (Match Existing) All Window and Door Simpson Hanger I f ' (2)2x6 Top Plates Simpson Hanger Headers are to be I I I G HGLTV Series or I All Window and Door (2)2x6 To Plates Top (2) 14"x 92" LUL. I I 1 1 I�� Equal Headers are to be Unless Otherwise Noted I I I V 3 Match Existing Siding I 1° (L) 1 i X 92 LUL' Match Existing Siding Air Infiltration Barrier 2 g g 2x6-16" oc Wall Studs I I Unless Otherwise Noted Air Infiltration Barrier 1/2" G.W.B. w/Vapor Barrier 1„ I 1 26-16" oc Wall Studs 2 19'-7" I -- 14'-02 2„ 1/2" G.W.B. w/ Vapor Barrier -100 loo R-19 Insulation EXISTING KITCHEN I EXISTING LIVING ROOM R-19 Insulation ` . I II 1" CDX SheathingI I I I II/ (Match Existing) I r ( CDX Sheathing (Match Existing) CONTRACTOR IS TO I I I I ,� CONTRACTOR IS TO QMH® 2x6 Studs 16"oc. INSURE THE NEW ADDITION AND I I I�� INSURE THE NEW ADDITION AND 2x6 Studs 16"oc. EAST END DESIGN ASSOCIATES LLC THE EXISTING HOUSE FINISH FLOORS I I I I r' THE EXISTING HOUSE FINISH FLOORS PO Box 1675 WILL MATCH IN HEIGHT. I I I� WILL MATCH IN HEIGHT. 5130 Main Bayview Road YY 2x6 Shoe �" CDX Subfloor I I � 2x6 Shoe Southold, New York 11971 Perimeter Beam Perimeter Beam fax 1 phone: (631) 765- 1862 -- (63 ) 765-6820 26 ACO sills E-Mail: CArm8888@aol.com Sill Seal /Termite Shield Existing 2X10 Floor Joists New W40 x 921" Floor Joists �16" oc. 2x6 ACO sills Sill Seal / Termite Shield SHEET NAME: /EXISTING SECOND FLOOR 12" Anchor bolts 24"oc. Existing 2X10 Floor Joists 12" Anchor bolts 24"oc. EXTERIOR WALL. R-30 Fiberglass Insulation Grade 8"x 16" Conc. Pier Grade Existing 321" Steel Column Filled Solid. NEW CRAWL S PAC E 8" P.C. Foundation 3000PSI NEW " STEEL FLITCH PLATE BOLTED EXISTING 2x10 BOX BEAM /F.J. Cross Section ®2'-O"oc. W/�" CARRIAGE BOLTS. NEW 2x10 BOX BEAM Foundation Waterproofing 8" P.C. Foundation 3000PSI New 2" P.C. Slab NEW FLAT ROOF RAFTERS ENGINEER: ENGINEER'S SEAL: EXISTING Existing 2'-0"x 2'-0"x 1'-0" 8" Concrete Foundation Wall with Bearing Ledge on 16" x 8" Concrete footing IN E BASEMENT Conc. Footing JAMES DEERKOSKI, PE �P�F ��D ER y� Professional Engineer �5, '0 Bottom of footing to be Min. of 1 "x 9" LVL. BEAMy 3'-0" Below final grade. 260 Deer Drive r- � � � CC Foundation Waterproofing Mattituck, NY 11952 n 1 w 631 -298-71 1 6 co, �o OWNERSHIP AND USE OF DRAWINGS: r, Existing 4" P.C. Slab F These drawings and specifications including`+R the BEAM B DETAIL ideas, design and arrangements represente`'� �� �� Ledge on 16" x 8" Concrete footing therein, are the property of East End Design Existing 2'-0"x 2'-0"zc 1'-0" 8 Concrete Foundation Wall with Bearing Associates, LLC. No part thereof shall be copied, disclosed to others or used in connection with Conc. Footing. any work or project other than for which they 3'-0" Below final grade. have been prepared without written consent of Bottom o noting to be Min. o East End Design Associates, LLC. CROSS SECTION PROJECT NO: SHEET INDEX: 917-2011 DRAWN BY: BDK SCALE: A301 Acceptance of these drawings does not authorize the right to build without the authorization 1/2" = 1 '—0 of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such DATE: agencies prior to construction. PROJECT TITLE & LOCATION: PROPOSED ADDITION TO THE BOGDEN RESIDENCE 850 Orchard Street Orient, New York WORKNOTES: (Notes shall be considered typical for items identified and shall apply to all some and similar conditions or locations; all locations may not be noted.) Ridge Vent 202 Ridge 2X6 Collar Ties Provide Lead Coated Copper Flashing at all Walls Match Existing Roof Shingles 30 LB Felt (provide ice and watershield at all valleys, hips, starter and ridge locations) 2x10 Rafters - 16"oc. 1' CDX Plywood Roof Sheathing 2"x 10" Roof Rafters - 16"oc. Provide Lead Coated Copper Flashing at all Walls 12" ATTIC Pitched Roof System Seamless Rubber Membrane System 8" NEW BEAM "A" (2) Layers of` 4 P&T A Plywood 12"(See Beam "A" Detail Exterior Glue "Min. NEW BEAM "B" on Page A301) (See Beam "B" Detail on Page A301) CDX Subrfloor or Match E)xistin� New 2X10 Ceiling Joists • • • 1x8 Fascia / Rakes R-30 Fiberglass Insulation R-30 Fiberglass Insulation Simpson Hanger Simpson Hanger Simpson Hanger I I R-30 Fiberglass Insulation Simpson Hanger 2210 Flat Roof Rafters (DBL)2x10 Flat Roof Rafter 1'-0" Vented Soffits (Match Existing) HGLTV Series or All Window and Door I I Equal Simpson Hanger Headers alre to be All Window and Door (2)2x6 Top Plates (2) 1'4"x � LVL 4 49 Unless Otherwise Noted Headers are to Match Existing Siding I (2) th 92" LVL.L O Air Infiltration Barrier11 Unless Otherwise Noted NEW KITCHEN -eco NEW DINING ROOM- _N_IDD 60 I R-19 Insulation =HOUSIE IS TO DITION AND CDX Sheathing INISH FLOORS CONTRACTOR IS TO gHEIGHT. INSURE THE NEW ADDITION AND (Match Existing) THE EXISTING HOUSE FINISH FLOORS WILL MATCH IN HEIGHT. Q N\ 2x6 Studs 16"oc. �I ®® TR Blocking " CDX Subfloor ��®® 2x6 Shoe "or Match Existin _CDX Subfloor Blocking or Match Existing � EAST END DESIGN ASSOCIATES, LLC Perimeter Beam New Continuous M40 x 921" Floor Joists @ 16" oc New Continuous W140 x 91" Floor Joists ®16" oc. VIP PO Box 1675 2x6 ACQ sills New Continuous 440 x 9�" Floor Joists Q 16" oc. 5130 Main Bayview Road Sill Seal /Termite Shield I R-30 Fiberglass Insulation Southold, New York 1 1971 R-30 Fiberglass Insulation (2) l�"x 9�" LVL. Girder 12" Anchor bolts 24"oc. R-30 Fiberglass Insulation (2) 14 9 LVLGirder x "" . phone: (631) 1862 NEW C RAW L SPACE Grade fax(631) 765-6882020 Grade NEW CRAWL SPACE NEW CRAWL SPACE E-Mail: CArm8888@aol.com SHEET NAME: 8" P.C. Foundation 3000PSI 8"x 16" Conic. Pier 8"x 16" Conic, Pier Filled Solid On Foundation Waterproofing Filled Solid On 2'-O"x 2'-O"x 2'-0"x 2'-0"x 1'-0° Conic. Footing Conic. Footing New 2" P.C. Slab New 2" P.C. Slab New 2" P.C. Slab Cross Section 8" Concrete Foundation Wall with Bearing Ledge on 16" x 8" Concrete footing Bottom of footing to be Min. of 3'-0" Below final grade. ENGINEER: EN,GI �0� NE=W r0 �. DEERhO�� JAMES DEERKOSKI, PE s� Professional Engineer r,, , ' Cr T W `Ar J z 260 Deer Drive Mattituck, NY 11952 `�F�, ✓o X250 ,�� 631 —298-71 16 S`S 0��� OWNERSHIP AND USE OF DRAWINGS: CROSS SECTION These drawings and specifications including the ideas, design and arrangements represented therein, are the property of East End Design Associates, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent of East End Design Associates, LLC. PROJECT NO: SHEET INDEX: 917-2011 DRAWN BY: BDK 0 SCALE: "q3 Acceptance of these drawings does not authorize the right to build without the authorization 1/2" = 1 —0 of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building DATE: Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. PROJECT TITLE & LOCATION: PROPOSED ADDITION TO THE BOGDEN RESIDENCE 850 Orchard Street Orient, New York WORKNOTES: (Notes shall be considered typical for items identified and shall apply to all same and similar conditions or Provide Lead Coated Copper Flashing at all Walls locations; all locations may not be noted.) Azek Post Cap or Equal Seamless Rubber Membrane System Azek Toproil or Equal Pitched Roof System 2x2 Azek balisters or Equal Azek Subrail or Equal Post Wrapped with lx Azek (2) Layers of J" P&T UL Plywood LNEWB" Provide flashing at base Exterior Glueof All Newel Posts 1P^ "B" Detail �" Galy. Carriage Bolts— 01) 4x4 ACQ Post Min. F \ 1x8 Fascia /Rakes 2x10 Flat Roof Rafters R-30 Fiberglass Insulation 3" Vented Soffits (Match Existing) All Window and Door Simpson Hanger (2)2x6 Top Plates Headers are to be (2) 14"X 92" LVL. Match Existing Siding Unless Otherwise Noted Air Infiltration Barrier 2x6-16" oc Wall Studs 1/2" G.W.B. w/Vapor Barrier NEW DINING ROOM EXISTING LIVING ROOM .0 R-19 Insulation CONTRACTOR IS TO J I" COX Sheathing INSURE THE NEW ADDITION AND -__— (Match Existing) THE EXISTING HOUSE FINISH FLOORS WILL MATCH IN HEIGHT, 2x6 Studs 16"oc. Blocking (2) 14"x 91" LVL. Girder 2x6 Shoe I ew Continuous M40 x 91" Floor Joists ®16" oc. Bolted ®2'-0"oc. to Exterior Box Beam Perimeter Beam 2x6 ACQ sills Sill Seal /Termite Shield 12" Anchor bolts 24"oc. R-30 Fiberglass Insulation (2) lJ"x 9�" LVL. Girder R-30 Fiberglal Insulation —1 / I Grade � a 8" P.C. Foundation 3000PS1 I I I G�� /\ NEW CRAWL SPACE - ®® Foundation Waterproofing I — 8"x 16" Conc. Pier I 18"x 16" Conc. Pier I r ®® Filled Solid On Filled Solid On -1 Ah EAST END DESIGN ASSOCIATES, LLC 2'-0"x 2'-0"x 1'-0" I 2'-0"x 2'-0"x 1'-0" New 2" P.C. Slab Conc. Footing I Conc. Footing I PO Box 1675 8" Concrete Foundation Wall with Bearing 5130 Main Bayview Road Ledge on 16" x 8" Concrete footing Southold, New York 11971 I I I I phone: (631) 765- 1862 fax(631) 765-6820 Bottom of footing to be Min. of I I E-Mail: CArm8888@aol.com 3'-0" Below final grade. I SHEET NAME: I I I Existing Foundation I Existing Foundation I I I I I I I I I I I I Cross Section r-L —L]- - - - - - - —L- - - - - - - - - - - L - - J L - - -1 ENGINEER: E ,GIN L: ��-OF NEw �) DEE/' JAMES DEERKOSKI, PE CO Professional Engineer 4 K: LU .: w 260 Deer Drive %-' C? Mattituck, NY 11952 �F� do 631 —298-71 16 �0 7 L CROSS SECTION OWNERSHIP AND USE OF DRAWINGS; These drawings and specifications including the ideas, design and arrangements represented therein, are the property of East End Design Associates, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent of East End Design Associates, LLC, PROJECT NO: SHEET INDEX: 917-2011 DRAWN BY: BDK SCALE: 303 Acceptance of these drawings does not authorize the right to build without the authorization 1/21) of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such DATE: agencies prior to construction.