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HomeMy WebLinkAbout39845-ZCERTIFICATE OF OCCUPANCY No: 37678 Date: THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: SINGLE FAMILY DWELLING 125 Robinson Ln, Peconic Sec/Block/Lot: 98.-5-12 Filed Map No. 7/28/2015 7/28/2015 Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/5/2015 pursuant to which Building Permit No. 39845 dated 6/5/2015 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: one family dwelling with unfinished basement, covered front entry, rear deck and attached two carag_rage as applied for per ZBA #6592, dated 9/20/2012. The certificate is issued to Smyth, Richard & Smyth, Linda of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-12-0067 5/19/2015 ELECTRICAL CERTIFICATE NO. 39845 12/16/2014 PLUMBERS CERTIFICATION DATED 7/20/2015 Charles Sanders /,"rized Sigrdture Town of Southold d P.O. Box 1179 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 37678 Date: THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: SINGLE FAMILY DWELLING 125 Robinson Ln, Peconic Sec/Block/Lot: 98.-5-12 Filed Map No. 7/28/2015 7/28/2015 Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/5/2015 pursuant to which Building Permit No. 39845 dated 6/5/2015 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: one family dwelling with unfinished basement, covered front entry, rear deck and attached two carag_rage as applied for per ZBA #6592, dated 9/20/2012. The certificate is issued to Smyth, Richard & Smyth, Linda of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-12-0067 5/19/2015 ELECTRICAL CERTIFICATE NO. 39845 12/16/2014 PLUMBERS CERTIFICATION DATED 7/20/2015 Charles Sanders /,"rized Sigrdture �gOfFBI ,�TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o 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 #: 39845 Date: 6/5/2015 Permission is hereby granted to: Smyth, Richard & Smyth, Linda 26 Waterview Ave Massapequa, NY 11758 To: Construction of a new single family dwelling as applied for per ZBA and SCHED approval. Replaces BP#38023 At premises located at: 125 Robinson Ln. Peconic SCTM # 473889 Sec/Block/Lot # 98.-5-12 Pursuant to application dated To expire on Fees 12/4/2016. 6/5/2015 and approved by the Building Inspector. PERMIT RENEWAL $1,276.80 Total: $1,276.80 (10-,n uildin Ins or (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 38023 Date: 5/14/2013 Permission is hereby granted to: Smyth, Richard & Smyth, Linda 26 Waterview Ave Massapequa. NY 11758 To: Construction of a new single family dwelling as applied for per ZBA and SCHED approval. At premises located at: 125 Robinson Ln. Peconic SCTM # 473889 Sec/Block/Lot # 98.-5-12 Pursuant to application dated To expire on 11/13/2014. Fees: 5/1/2013 and approved by the Building Inspector. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION CO - NEW DWELLING Buildin Total $2,553.60 $50.00 $2,603.60 g " OF SOUTHOLD �4�5v�F®c,�coTOWN o� BUILDING DEPARTMENT g TOWN CLERK'S OFFICE 0 0 , 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 #: 38023 Date: 5/14/2013 Permission is hereby granted to: Smyth, Richard & Smyth, Linda 26 Waterview Ave Massapequa. NY 11758 To: Construction of a new single family dwelling as applied for per ZBA and SCHED approval. At premises located at: 125 Robinson Ln. Peconic SCTM # 473889 Sec/Block/Lot # 98.-5-12 Pursuant to application dated To expire on 11/13/2014. Fees: 5/1/2013 and approved by the Building Inspector. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION CO - NEW DWELLING Buildin Total $2,553.60 $50.00 $2,603.60 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. .5/B New Construction: Old or Pre-existing Building: (check one) Location of Property: /Z S /lOd®VrOn/ 4AA/9, PeCON/ G House No. Street Hamlet Owner or Owners of Property: /LAG# q -p Suffolk County Tax Map No 1000, Section 910 Block ®5 Lot 1 Subdivision PROM C ,SSA/ 0AW S Filed Map. Lot: ®°>� Permit No. 3q SyS Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ "2)0 Final Certificate: r✓ (check one) CpplVicant Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 roger. riche rtp_town.southold. ny. us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Smyth Address: 125 Robinson Lane City: Peconic St: New York Zip: 11958 Building Permit #: 39845 Section: 98 Block: 5 Lot: 12 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Messina Electric Inc. License No: 43108 -ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 300A Heat GAS Duplec Recpt 58 Ceiling Fixtures 20 HID Fixtures Service 3 ph Hot Water GFCI Recpt 10 Wall Fixtures 23 Smoke Detectors Main Panel 2-150 A/C Condenser 2 Single Recpt Recessed Fixtures 52 CO Detectors Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 1 Emergency FixturesTime Clocks 2-15 Disconnect 0 Switches 38 Twist Lock Exit Fixtures TVSS Other Equipment: 300A Under Ground Service Notes: Inspector Signature: Date: December 16, 2014 i Electrical 81 Compliance Form.xls ra Towfi Rall. Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 M BUILDING DEPARTMENT TOWN OF SO OLD CIE R T IF IC A11 0 X Buildin Permit No. I S—ze 9 3U ±5- .Owner:- RE qkapc( Srq Lv 4V (Please. Plumber:.. 4�fxl f-, le-,��s (Pleaseprint) lead. Telephone (031) 1654802 Fax 030,765-9502 JUL 2 0 Bl!)GDEW ---1011.1111 w � ��VHOLD Date:,... 7 /';�O-k-- I certify that the solder used inthe water supply system contains loss1han, 2/10 of 1% (Plumber's Signature-),, Sworn to.before .methis .. day of AUL Lq 20 0 Notary Pub ic,"Cot!6ty- jal - 0/ Robert B. Pace e Notary Public, Robert B. NewYork N 0 No.01PA6147440 auglif Suffolk County W@'Qualif led In Suffolk Coun Com I I Ir J 5 201� Commission Expires June 5, 201k I hO�aOF SOUTyO� o�ycou N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATIONFOUNDATION IST ,; RESISTANTFRAMING /STRAPPING FIREPLACE& CHIMNEY FIRE CONSTRUCTION •, y ELECTRICAL -�;,. - - / f -- 5 7, o �/ 3, .�j� ] ROUGH PLEG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) DATE07/-2-2 3 INSPECTOR pE SOUTyolo o�ycOU�,N� TOWN OF SOUTHOLD BUILDING DEPT® 765-1602 REMARKS: DATE � � d � INSPECTOR OF so Comm N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1.4"ll. J 4 REMARKS: DATE J � INSPECTOR pF SOUTyolo j N O i TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 r REMARKS: DATE ?//j",/m INSPECTOR OF SOUIyo� Al • �o 1-411,11 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION Y] ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) REMARKS: DATE ��r`' �� INSPECTOR 3PO) q SOUTyo �y00UM`I ,N� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I i " [;ij :foil d 1.01 � � [ ]FOUNDATION IST [ ] �IOUGH PLBG. [ ]FOUNDATION 2ND [ Vj INSULATION [ ] FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE &CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) DATE �o l� INSPECTOR rsf s 0 / A. T Mum TOWN OF SOUTHOLD BUILDING.*DEPT. 765-1802 INSPECTION FOUNDATION I ST FOUNDATION 2ND FRAMING / STRAPPING FIREPLACE & CHIMNEY FIRE RESISTANT CONSTRUCTION ELECTRICAL (ROUGH) CODE VIOLATION REMARKS: WE ROUGH- PLUMBING INSULATION, FINAL FIRE SAFETY INSPECTION ]FIRE RESISTMT PENETRATION yl_� ELECTRICAL (FINAL) ]CAULKING - . 6( DATE INSPECTOR��k�� i pF SO!/lyx 0 cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST ] FOUNDATION 2ND ] FRAMING/ STRAPPING ] FIREPLACE A CHIMNEY ] FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) ] CODE VIOLATION REMARKS: [ ]ROUGH PLUMBING I l 1 CATION [ FINAL [ .] FIRE SAFETY INSPECTION C l Few aEsIsvwr rENErRanow C l ELECTRICAL (FINAL) 1 ]CAULKING INSPECTOR 4� OF SO(/r�o c0UNT1,0cc1� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 -INSPECTION' [ ] FOUNDATION 1 ST [ ] FOUNDATION 2ND [ ] FRAMING/ STRAPPING [ ] FIREPLACE A CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ] ELECTRICAL (ROUGH) [ ] CODE VIOLATION REMARKS: [ ]ROUGH PLUMBING [ ] IN ION [40, FINAL [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT PENETRATION I l ELECTRICAL (FINAL) [ ]CAULKING P DATE �L/Y✓"'//� INSPECTOR "c cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION I -ST FOUNDATION 2ND FRAMING/ STRAPPING FIREPLACE & CHIMNEY FIRE RESISTANT -CONSTRUCTION ELECTRICAL (ROUGH) CODE VIOLATION ROU - H PLUMBING I UL -FINA FIRE S SPECTION ]FIRE RESISTANT PENETRATION ELECTRICAL (FINAL) CAULKING DATE 7�/<�M/-5_":�'_,INSPECTOR jt TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOM', NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net ExaminedJF 20�_ Approved Jr 20_la— Disapproved a/c PERMIT NO. FD � G V lu ul L�� 4� � L_ i Expiration 20 J BUILDING PERMIT APPLICATION CHECKLIST . , I . Building Inspector Do you have or need the following, before applying? Board of Health ✓ 4 sets of Building Plans ✓ Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm -Water Assessment Form Contact: Mail to: VV d . S411 #jr5#-ZrrCr 40 Bow dAZA A&L" �✓y 1106 Phone: B112 6 -41f,? JoWN �AtC4)6L,rvn1� o APPLICATION FOR BUILDING PERNHT Date A EaLl- 2 -So, 20_ 1:� 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 Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing coded regulatij, and to admit authorized inspectors on premises and in building for necessary inspections. of applicant or name, if a corporation) P.O. BOX 44. W AT9JL- M ILL, 4Y INT6 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises 12.160A A ® 4M YT N (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. -ro SC D Ir'rE "I rJE 1. Location of land on which proposed work will be done: /Z5 2.o,8eNSoA/ A4AfX 5OMPED &400J/C- House Number Street Hamlet County Tax Map No. 1000 Section /000 Block 90 Lot 05 - /Z Subdivision PfCon,l G Bao Y 0 4K 5 Filed Map No. 3 Y 3 1 Lot 2. 'State existing use and occupancy of premises and intended use and occupancy of proposed construction: •a: existing use and occupancy Vuyr LOr b. Intended use and occupancy 2- S'0 -y `/IAM�y S/NLLE G,4M'ty 2ESipENG� N/��A�•94C 3. Nature of work (check which applicable): New Building ,X Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 735,000 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 Z 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: FrontJL . o Rear B. 0 Depth 3 9 Height 4/- 3).3' Number of Stories 2 9. Size of lot: Front__Jj3jX _Rear / 4l • 6 Y Depth 16 2 81 53.0 6 , 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 X Will excess fill be removed from premises? YES NO 26 w41rEA d,Enr Ad6, 14. Names of Owner of premises /lieHq/tD .IM Tli Address MAISSAPUIVA ,056 Phone No. bYb ��33 - 4681 Name of Architectkj.4 4Le161)r AR ili1elr Address Po.Box'f6,fag1EA.miaPhoneNo 631-316.6391 Name of Contractor 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 MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) ��II S: COUNTY OT�,I�(� J dd d i 0faseA AS VIILLIAM 4. being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the A4,or (Ay#/r,e-e 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. MZNfhis V-1 20� Public CLAIRE L. GLEW Notary Public, state of New Y No. 09 GL4879505 Qualified in Suffolk County Commission' Expires Dec. 8, �2ZY Signature of Applicant BOARD MEMBERS Leslie Kanes Weisman, Chairperson James Dinizio, Jr. Gerard P. Goehringer George Horning Ken Schneider http://southoldtown.northfork.net Southold Town Hall 53095 Main Road - P.O. Box 1179 Southold, NY 11971-0959 Office Location - Town Annex /First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 1197I ZONING BARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 ® Fax (631) 765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF SEPTEMBER 20, 2012 ZBA Application No.: 6592 Applicants/Owners: Gloria R. Geslak, owner and Richard and Linda Symth, as contract vendee Property Location: 215 and 125 Robinson Lane (corner Indian Neck Lane), Peconic, NY SCTM#: 1000-98-5-11 & 12 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 II category of the'State's List of Actions, without further requirements under SEQRA. 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. BASIS OF APPLICATION: This is a request for a Waiver of Merger under Article II, Section 280-10A, to unmerge land identified as SCTM #1000-98-5-11, based on the Building Inspector's July 11, 2012 Notice of Disapproval, which states a non -conforming lot shall merge with an adjacent conforming or -nonconforming lot which has been held in common ownership until the total lot size conforms to the current bulk schedule (minimum 40,000 square feet in this R-40 Residential Zone District) this lot is merged with lot 1000-98-5-12. FINDINGS OF FACT/ REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on September 6, 2012, at which time written and oral evidence were presented. Pursuant to § 280-11 the Applicant has submitted documentation, to the satisfaction of the Board that these lots were merged consequent to the death of the owners. There have been no transfers of ownership outside the family since the time merger was effected. Pursuant to §280-11, the Zoning Board finds that (1) The waiver would recognize a lot that is comparable in size to a majority of the improved lots in the neighborhood because it is one of the lots shown on the "Map of Peconic Bay Oaks" subdivision, filed as map #3434 at the Suffolk County Clerk on 10/18/1961, which are mostly similar in size and shape. The subject parcel is one of the larger parcels. Page 2 of 2 — September 20, 2012 ZBA rile#6592 - Geslak CTM: 1000-98-5-11&12 (2) The waiver would recognize a lot that is vacant and has historically been treated and maintained as a separate and independent residential lot since the date of its original creation because: The lots were purchased in 1963 and have remained in the same family, they were transferred to another family member upon the death of the original owner. By physical inspection, the lot consists of mature trees throughout and there is no evidence of any structural improvements to the subject parcel. (3) The proposed waiver and recognition will not create an adverse impact on the physical or environmental conditions in the neighborhood or district because: due to the size of the unmerged lots, any dwellings that could be constructed would be small and in keeping with the size of other homes in the neighborhood due to current zoning regulations. The topography of the subject parcel is a relatively level. It appears that the lot would not require any filling of soil or change of contour if a proposed dwelling was constructed. RESOLUTION OF THE BOARD: In considering and balancing the above factors and pursuant to the Waiver Provisions of the Town of Southold Merger Law, Section 280-11, motion was offered by Member Goeluinger (Acting Chairperson), seconded by Member Dinizio, and duly carried to; GRANT, the waiver of merger as applied for, subject parcel SCTM# 1000-98-05-12, as shown on the survey by John T. Metzger, L.S., last dated July 19, 2012. Vole of the Board: Ayes: Alembers Acting Chairperson Goehringer, Dinizio, Horning. Absent was Chairperson Weisman and Member Schneider, This Resolution was duly adopted (3-0). Gerard P. Goehringer, Actitfg Cl arson Approved for filing Y / /20 2 Emp T19D °°n4- Town of Southold - Chapter 236 - Stormwater Management J" SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPLICANT NAME. Owner -Agent -Consultant -Contractor or Other (C(rclsOne) Property OWNER., (If Different than Applicant) � R/C!%tI/lD Sf°'tYi/i Address: �!�'� /a� �o/ 7 > g �/�+7. Address:Z6 WhirE/L(/)GVH AV. A10S4PEQVQ IRS6 Telephone#: 3 j ^ �,i � Faic #: 7,?_ Fax ik Tel¢phane t� � � b _17.?_ E-Mail:w-Sc,L/ ii ®iiONk/n/E.AIEI' E - Mall: Property Address: / l S 206J�✓s•!/� "A149 )&JFC &,'V/ G Brief Description of Construction Activity, Proposed Stracturd BMFs, Soil StabAzation BM1Fs, Project Scope and/or Sequence of Construction Activity (Provide Adfdo.nl Pages as Nestled) S.C.T.M. #: 1000 b 05 /2- Olstriel Section etc. Lot / �+ W_ �, dG7�♦96�-_ ®/ Y_ /✓��!__ Name of Contractor and/or Contact Person Responsible for ImplementationofSWPPP: .ern _ —LI- --AM -Ptd%_-_(!%!� Aiog�------------_ ---^-^^-^____-----•^_-_-----a-------- ------^----^-^--------------------------------------- - -------------------------------------------- --------------------------------------.. ------ --------------------------------------------- --------------------------------------------- -------------------------------------------- --------------------------_--- _ _- _-_---__-- Address: Telephone P. Fexq E -Mail: Name of Persons Responsible for installation 8 Maintenance of Erosion Control Practice. d- Telephone 9: Fax If. Total Area oFAtl a� Total Area of land gearing Prolect ZS 07 D^ Parcels: _ andfor Ground Disturbance: ------__-------------------^--------------- (Sr.FA—) _---_-.._-_--- -------------------u__-_-____-- ___---_...... ProjectDuration:' Start End (AnGapated) - Date: Date: (NummrWCelenderoeysJ YY)1lthis Project pisturbefive (5)orMoreAcresat Any One Time During the Proposed Development 7 Yes Nd ---------------- m_----_--_. ----------------- -------------.,....__._ ---.------------------------ If YES: Please Answer theFollowingl a. Does the Applicant have a Qualified Inspector On Q Q Staff To Conduct the Required Inspections ? Yes No b. Does the SWPPP Indicate How Frequently the Site Q Q Lrst the NAMES or description of all Potentially Impacted Waterbodies and/or Wetlands Inspections will Occur and for What Period of rime ? Yes No c. Does the SWPPP Adequately Identify All Temporary = Q and/or Permanent Soil Stabalization Measures ? Yes No d- Does the SWPPP Adequately Identify a Complete Q Q ­- ----•-• --•-....- Project Phasing Plan ? � No e. Does the SWPPP indicate Additional Site Specific Status of Impacted Waterbody: (eq. TMD - Practices that Will be Utilized to Protect Water Quality? Yes No f. Has the Applicant Submitted a Completed DEC Notice Type of Impacted Waterbody: (eg. Lake, C Pond, Sound, Freshwater Weuand-) Of Intent and SWPPP Acceptance Form for Review Q by the Town of Southold ? Yes No STATF OF NEW YORK, e OF ............... SS q JCOUNTY That I, ....f.`.!I w,4 .....k..�6>!40if ............. being dui sworn, deposes and says thatleJheis heppBQG ;Tp (Name of individual signing Docum-9 C.: YyG 1� And that he/she is the °!t�T... ............. .................. (Oner, oncto , Agent, Corporate Officer. etc.) Owner and/or representative of the Owner or Owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and b .ef; and that the work will be performed in the manner set forth in the application filed here -th. Sworn to before me this; C .................�z....!, . .....o 201 Notay Public:....... ....... .......... ..... .................. ............................. .......... ..................... (Signal Appli SWPPP Assessment FOPM. 03-12 JENNIFER'A BELL / NOTARY PUBLIC -STATE OF NEW YORK NO.01BE6153463 Qualified In Suffolk County -J)fy Commission Expires October 02, 2014 ag T.O.S, "SWPPP" Preparation - Chapter 236 Storm Water Pollution Prevention Plans•c.T.rn.#' Review Checklist Checklist # 1 For Department Use Only: Property Address: l000 elctrict Sanion 91ock Lol REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: i i i i = 1 , YES NO N.A, Explanation for NO or N.A.Provide Plan Sheet Does the SWPPP Adequate) for andlor Indicate the Following:} , Location (pg. #) 1. Drainage Ca cu atlons 8, Stormwater BMPs Das gn to coma n a Two Inch Raln I n- ile. , cm 2. Construction Phasing Pian Indicating Sequence of Proposed Construction AcUvltles. i Q �- .. _ .... 3. General Location Me . _.._ ,_ .. _ .. ... _ _. _. _ ._ ..... ........................._. _.., 1 1 I I O ® O _ ........._ -..- -, .,. 4. Dralange Site Plan Drawn to Scale at Sixty (60') feet to the Inch or larger• Indicating the Following;; .i CI 11M a.Locatjgnanclpescrptlonofi?roperlyBoundaries;._.__.._._._. -.i�iQi©I ,-•- ----_.-_--_--•-.-----......_._.._._.._.--•-.--......_..__.._._..... b,, . Site - c. All Existing Naturai and/or,Man Made Features on and within 50' of the Properly Boundary Hole Soil Water Table _ ©�®�0 „ _, _.•_ ,•, ._._ __ _ _ •_ ~ ®101 [� •_ _- cL WTest Data Indicating Characteristics &Depth-fo Seasonal Filgh i r _ _ _ , , _ ,-'_ ." _ . _ __ _ _ -• • ,. •___ - .- -,• _. e. Contours Indicating Properly ElevaLons SMin 2) _ T. Grade &Finish Floor Elevations,for Existing and Proposed Structures; � ®,Q � ©t _ - •Spot g Location o{ 1NoodedA�eas •& Isolated `fi�ees with a Minimum �imenslon of••it3" Diameter; � 0 �[JC] r �� - "h: `Soil moons"ervation'I?fstriof Soif purvey:` ` I p 1 101 5. Background Information about the Scope of the Project, Location & Description of the Site, ®� Proposed Changes to the Site and All Existing Development on the site including the Following. } i } _>4....Ail.IrnproV0m0.ri4.1. 6div9T91a1.9ceaA"t,-WRd_D"*SS�kam",_Q T9ta1.�lta.4�rea,._.._ _...._ . ...._:�,®;r--l,..-................. .......... .... ... .. .......... _....,. ... b. All Excavation, Filling, Stripping & Grading Proposed and Identified as to depth, Volume & Nature_of,Materials Involved; _ , •• ,.,,_.,,., _.._ c. All Areas, ; d. All Areas Where Topsoil is to be Removed, Stockpiled and where Topsoil will ultimately be placed; e. All Temporary_ & Permanent_Ve9etation to be Placed on Site: f. AII Temporary &Permanent Storm Water Runoff BMP Control Measures Proposed; g; Tha Anticipated Pattern of Surface Drainage During TPeriods of Peak RunofF; , 1®,Q t_ ., ............ _. _. _ ._ .__..-...- _. _. _ ._ .. h The Location of all Roads Driveways, Sidewalks, Patios Structures, Ut111ties other --Iinprovemertts, fricludirig emporary Qiccess $, �orisfructiontagfng Aieas; i 10 r 1 -T.-'ilii ex`is`4frig'&"Fiiial'OontouF,9ana of Spot 115fevaffons oflhe site. _. _.._ ._ .........._ ,. __ 6, A Schedule of the Sequence for the Installation of All Planned Soil Erosion, Sedimentation & Stormwater Runoff Control Measures. 7. ^DescriptionofPollution Prevention Measures that will belm„plemented;_______.___._._ _ ;0;�;�;.,,....•.».. ._...._,..___,_.-,,..,,.._.,...,._..,._..____.._.._,.,.._,,.,..,.___..._._,_,»,_,....,•... 8. A Description of the Minimum Erosion &Sediment Control Practices to be Installed andlor > > i � i � � i Implemented for Each Construction Activity that will result in Soil Disturbance.•_ _ ,_ __- _ •__, ",,,, _ 9. Construction & Waste Expected to be Stored On Site i _ _ _,_ ,, , .» » , ,.., ,, _, _, _, _ _„_ _ _,_,» _ _ ED r• Descrietion of materials _ .__..__.._. _._.,,_..._ ,_......_-, ...,,.. .._.___. 9 ...._.._.___»._ ..._..... ._._,.___._..._._ .._....,._,_..,......._._.... 10. Temporary& Permanent Soli Stabilization Plan that meets the Current Version of the New York State Storm Water Design Manual Technical Standard. 11. General Siie Plan and Construction Drawings for the Projects _ _ _ ,_,_ _ _ __ ,_„ , ,,, •_ ,,,. 1 _ I � I O t 01 ” 12. Dimensions, Material Specifications & Installation Details for AlErosion & Sediment Control Practices. DI oi1!k -_._.._.. 1[$j `Q r- r�r i , _ ._._._ .._. .._..___._ .. ••. •.. ,•, ............. ...._ _.._ -_ _.. ___., 13. Temporar�rµPraatices that will be Converted to Permanent control Measures. .. .._._.�M,. .......____ _ _--------_,........•........_. _ O i ®� "L ,,. ,, ,, _ „• _ _. __-,_ ._ _... _ _ _._ ...................... _ .......... ... .. ... .......... ........ .. . .._ 14. ImA? Tentalion Schedule for Staging Temporary,Erosion Control Practice or BMP. 15. Maintenance Schedule to Ensure Continuous & Effective Opeerition of Erosion & Practices. Sediment Control 16. Names of Potential Surface Waters W116 Stale oN;W&W andlor wtEit may be 1 1 1 1 _ Im_pactedbyDevelopment. 17. Delineation of Storm Water Control Plan Implementatlon Responsiblllties for Each part of the Project Construction Slte. _, __ a 1 i i 18. AII o t h a F Existing Data that Describes Storm Water Runoff andlor Natural >?rainage 5walesY - ~_ 19. Identification of AII CanUactor(s) /Sub-Contractor(s) Responsible for Installing, Constructing, Repairing, Replacing, Inspecting and Maintaining the Erosion& Sediment Control Practices. Storm Water Management Control Plan Checklist 111 : 03-12 bay � uStorm 1 �, DEC "SWPPP" Preparation - Chapter 236-19 Water Pollution Prevention Plan Review Checklist Checklist # 2 (Additional Items to be included with Checklist # 1 when Article IIi is trigered.) For Department Use Only: S.C.T.M.M Property Address: 1000 D1 tt o -c on crook `w REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: YES NO ; N.A ; Explanation for NO or N_A. Must be Approved by SMO Pian Sheet Location (pg. #) Does the SWPPP Adequately Provide for and/or Indicate the Following:) oes t e ion Indicate and/or Showa Items.Requlre ty "Ghee list- _1" -In this Packe _; r ,•_-.-. •..,, w _._ _ _._ ,. _ -1. 2. Does the Plan Indicate and/or Show a Description of Each Post -Construction Stormwater ; Mena ementPractice? 3. Does the Site PIaNConstruction Drawings) Indicate and/or Show the Location & Size of Each Post -Construction Stormwater Management, Practice ? 4. Does the Site PlaniConstructlon Drawing(s) Indicate and/or Show Hydrologic & Hydraulic Analysts ; �; ®i lam; For All Structural Components of the Stormwater Mananement System• forAePlicable Storms? 5. Does the Sita Pian/Construction Drawings) Indicate and/or Provide a Comparison of Post- + I 1 I ' ®' 0 Development Stormwater Runoff Conditions with Pre -Development Conditions ? 6. Does fhe Site Plan/Canstructlon Drawings) Indicate and/or Show All Dimensions, Material Specifications & Installation Details for Each Post -Construction Stormwater Practice ? 7. Does the Site PianlConstruction Drawings) Indicate a Malntenance Schedule Provided by I + + + the Constractor(s) to Ensure Continuous & Effective Operation of Each Post -Construction Stormwater Management Practice ? 8. Does the Site Plan/Constructlon Drawing(s) Indicate and/or Show Maintenance Easements to Ensure Access to Ali Stormwater Management Practices at the Site for the Purpose of Inspection andRepair?._.__..._._._.-_..__._...,_...._._._.._._..._....,..___.-..___.-__. ._•......� I + I• _... 9. Does the Site Plan/Constructlon Drewing(s) Indicate end/ar Show Inspection and Maintenance a, I +r-1 rm: Agreements that are Bindln on AlI Subse uent Landowners ? 10. For All Aotivities meeting the Threshold in 236-19(13)(1), the SWPPP shall be Prepared & Signed By a Professional in the Principles and Practices of Stormwater Management & Treatment Who 0 i lel:l� Who Shall Certify thaft he Design Meats the Requirements of ;--Chapter236�,_ __,_ __„” 11. Does the Plan Indicate and/or Identify AIT Potential Sources of Pollution which may affect ilie QuaiitxofStonnwaterDischarges?_____,_._...._.__._______._____-__ ___ "._•_ •...••, c I ___.__,___,_____........__._.__._.. 12. Does the Plan Provide Documentation Supporting the Determination of Approval with Regard 0 (� "" "' " "" " - •_ ._ _ _._ _,..., to Historic Places or Archeoloolcal Resources that Includes the Following _ _ _ _ _ __ y a _. Informaticnwhetherthestormweterdischargeorlanddevelopmentactivitieswouldhave_ an effect on a property that is listed or eligible for listing or eligible for listing on the State or Re0Qnal Re- rater of Historic Places b. The Results of Historic Resources Screening Determinations hathave beenConducted;__1='.W"��__ __..___ _____ _. __M _ ,..---_.._,_...------------ N -------------- c. 4Descriptlon of Measures Necessary to Avld oiniize Adverse Impacts on Places Listed, r 1 I 1 Sr llglbleforListin.9, on the State or National ReolsterofHistoricPlaces; and - •.i�i�i�i __.„__„,_„ „,_______.._,.___.______.____M. _• _ "..•..,.• MaQce`uf, An eemn Place with fhe NYS Office d. Where Adverse Effects y y Written ggrents lI Agency to of Parks, Recreation and Historic Places (OPRHP) or other Governmental MitigateThose Effects. 1 I r ...,______.__..-..___..._.,__.._,.,„_. ----.-."•---.„_ A DesMIl _V;n of the Soll(s) Present at the Sile, Including en Identfficatlon of Che i i I r- --- H�draullcSoliGroup)................................................ ..._.a 14.�identificationofAnyElementsoftheDesignthateICnfomancewththe--------,_. 14. Design Description ._ - -•-. -.-...------- Design manual, Including Reasons for the Deviation or Alternative and a 1Ci1l3irl�I�� of the Eaul_valenc—yydrauwith technical Standards. _ I + r + ____ "."._ ___ ".. ___•.--•.--_ - i 1 ' -_ - --• •._ pnts of theµ-____-__„_- 15. A Hydrologic and Hlic Analysis for A11 Strutural cComone ,i�II�II�r Stormwater Manp9amentControl System. ___ ___ __. _ ._ _______ __a i i s-___------ --------- .__..,_,,...__-_..__...,....._...--___.._.._ 19— A Detailed Summary, wltFi Calculations, of the Sizing Cdtefia that was Used to Design ....,.." s I I All Post-ConstructlonStormwater Management Practices. ------------------------------- __ _ _ Operatlons and Maintenance Pian that Includes Inspection and Maintenance _ ____. ____..-------- Schedules and Action to Ensure Continuous and Effective Operation of Each lipi Post -Construction Storm Water management Practice. 1 I + Storm Water Management Control Plan cneeticlist v z: v3-iz - Of- � o Town Hall Annex Telephone (631) 765-1802 54375 Main Road OT P.O. Box 1179 G Q roger ' t 6a1, 7655 2 Southold, NY 11971-0959 �O D eu[A BUIIDING DEPARTMENT' TOWN OF SOUTHOLD BLDG. DEPT. APPLICATION FOR ELECTRICAL INSPt 0jq TOWN OF SOUTHOLD REQUESTED BY: Date: Company Name: 95-51NA Name: Ion No.: f3 j0�-. Ai7E s: _ PO P,?w 103 No.: V,� I - -2X - W5 57- N JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: Q� ; *Cross Street:�,�; *Phone No.: Vat - 7,,W- 3cd o! - Permit No.: Tax Map District: 1000 Section: *BRIEF DESCRIPTION OF WORK (Please Print C;harivl • Block: Lot: (Please Circle All That Apply) Is job ready for inspection: YES / NO Rough In Final *Do- you need a Temp Certificate: Temp Information (If needed) *Service Size: 1 Phase 3Phase 140 450 200WO 350 400 Other *New Service: Re -connect ndergrou Number of Meters Change of Service Overhead{ , Additional Information: PAYMENT DUE WITH APPLICATION � 05ke 82 -Request for Inspection Form L_. AREA= 25,043 SQ FT N RAIN RUNOFF CALCULATONS HOUSE & GARAGE= 2,446 sq. ft. 2.445 x I x 0.17= 416 cu. ft - 416/42.2=10 VF PROVIDE 2 DRY WELLS 8' DIAMETER x 5' DEEP + OR EQUAL U10 ", ?%Jbtj, LpU011C 'NPS 1N SURVEY OF PROPERTY AT PECONIC TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. 1000-98-05-12 SCALL.` 1--W MAY 3 2012 __---4ULY 1.9, 2012 AUGUST 30, 2012 (8-0-H) OCTOBER 25, 2012 (PROPOSED ROAD U00. VOX -,& g P ...... ..... rK VO C*.4 SYSTEM I -Op -j1 LLQN SEPTIC TANK W DEEP x 9 DIAMETER TEST HOLE DATA BY McDONALD GEOSCIENCE 7/27/12 EL IIf DAM BROWN LOAM OL I am familiar with the STANDARDS FOR APPROVAL AND CON57RUC77014 OF SUBSURFACE SEWAGE BROWN SLT ML .DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will cbide by the conditions set forth therein and on the PALE BROWN FINE 70 MEWU SAND SP permit to construct. ELEVATIONS REFERENCED TO N.A. V. D. The location of wells, cesspools & public water shown hereon are WMER from field observations and or from data obtained from others. WATER IN PAE BROWN FINF 70 MEDIA SAID SP LOT NUMBERS REFER TO "MAP OF PECONIC BAY OAKS" 17 FILED IN THE SUFFOLK COUNTY CLERKS OFFICE ON OCTOBER -18. 1961 AS FILE NO. 3434. - - Z?- - C, O. 49618 ANYALMRA77OAf OR ADDITION TO IRIS SURVEY ISA WOLA77QV PECONIC SURVEYORS, P.a OF SECTION 72094IF THE NEW YORK STATE EDUCATION LAW. (631) 765�-5020 FAX (651) 765-1797 EXCEPT AS PER SEC71ON 7209-SUROWSION 2 ALL CER7717CA77ONS 'P.O. Box 909 HEREON ARE VALID FOR THIS MAP AND COPIES 7PEREOF'ONLY IF 1230 TRAVELER STREET SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 7HE SURVEYOR .12 225 WHOSE SIGNATURE APPEARS HEREON. ia=MONUMENT SOUT14aM N.Y. 11971 0 -5 VOX -,& g P ...... ..... rK VO C*.4 SYSTEM I -Op -j1 LLQN SEPTIC TANK W DEEP x 9 DIAMETER TEST HOLE DATA BY McDONALD GEOSCIENCE 7/27/12 EL IIf DAM BROWN LOAM OL I am familiar with the STANDARDS FOR APPROVAL AND CON57RUC77014 OF SUBSURFACE SEWAGE BROWN SLT ML .DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will cbide by the conditions set forth therein and on the PALE BROWN FINE 70 MEWU SAND SP permit to construct. ELEVATIONS REFERENCED TO N.A. V. D. The location of wells, cesspools & public water shown hereon are WMER from field observations and or from data obtained from others. WATER IN PAE BROWN FINF 70 MEDIA SAID SP LOT NUMBERS REFER TO "MAP OF PECONIC BAY OAKS" 17 FILED IN THE SUFFOLK COUNTY CLERKS OFFICE ON OCTOBER -18. 1961 AS FILE NO. 3434. - - Z?- - C, O. 49618 ANYALMRA77OAf OR ADDITION TO IRIS SURVEY ISA WOLA77QV PECONIC SURVEYORS, P.a OF SECTION 72094IF THE NEW YORK STATE EDUCATION LAW. (631) 765�-5020 FAX (651) 765-1797 EXCEPT AS PER SEC71ON 7209-SUROWSION 2 ALL CER7717CA77ONS 'P.O. Box 909 HEREON ARE VALID FOR THIS MAP AND COPIES 7PEREOF'ONLY IF 1230 TRAVELER STREET SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 7HE SURVEYOR .12 225 WHOSE SIGNATURE APPEARS HEREON. ia=MONUMENT SOUT14aM N.Y. 11971 AREA= 2AO43 SQ FT. 4N now, SURVEY OF PROPERTY AT PECONIC TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000-99-05 12 SCALES 1'•=30' MAY 3. 2012 err JULY 19, 2012 AUGUST 30, 2012 (B.aH) 0,,Zd JROO ,a ..Vc � TEST HOLE DAFA 0 i BY MrDONAID GEOSGENCE f 1 7/27/72 71 EL H.7 DARK BR01ftd . OL J r ! cm fumiliur with the STANDARDS FOR APPROVAL BROWN SILT UL AND CONE TRUCrlON OF SUBSURFACE SEWAGE a D!,SPOSAt SY,5TF_115 FOP. SINGLE FAMLY RESIDENCE -5 PALE BROWN Ivy TO UMPJM SAND SP and -mill abide by the conditions set forth therein and on, the perm/! to construct_ EIF6A?IONS REFERENCED TO N.A.KD.nor 110_s The location of wells, cesspools & public water shown hereon are wA,fR IN p(yE BROWN iR1E 70 MEDIUM SAND IP from field observations and or from data obtained from others. ,r LOT NUMBERS REFER TO "MAP OF PECONIC BAY OAKS" FILED IN THE SUFFOLK COUNTY CLERK'S OFRCE ON OCTOBER 18, 1961 AS FILE NO. 3434. r jll ,,N.YS. Lfa NO. 4961 ANY ALIERAHON OR ADD1770M TP,IHIS SURVEY tS` A VIOLATION ECONIC_ YORS, P.C. OF SECTION 7209OF THE NEW YORK STA IF EDUCA77 NY LAW. (531) 765-5020 FAX (631) 755-1797 EXCEPT AS PER SECTION 7209—SUBDIVISION Z ALL 0STRRC4RONS P.0. BOX 909 HEREON ARE VALID FOR THIS AIAP AND COPIES THEREOF ONLY IF 1230 TRAVELER STREET SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR ®=MONUMENT SOUTHOLD, N. Y. 11971 12-,225 WHOSE SIGNATURE APPEARS HEREON. AREA= 25,043 SQ. FT. N RAIN RUNOFF CALCULATONS HOUSE & GARAGE= 2,446 sq. ft. 2,446 x 1 x 0.17= 416 cu. ft. 416/42.2=10 VF PROVIDE 2 DRY WELLS 8' DIAMETER x 5' DEEP OR EQUAL. NGS WV PUBuc %P'TER) (pWEt�� EES) (pUBl.1C WATER IN STR P� NRCK INDIAN \� aOGE OF PP�MENT SUFFOLK p2:r,Mff FOR AFT &INOLF.9 F11 " ; M C) W Lll 0 ��� App �i Z 1� Expires �Z c N7a`11-Tv- • Ho+ 6TRU Oil 90 1.2 NCE ONL'9 1 PROP DR1�,NpY I PROP• W/L __ ___ Z n 56 ,o 0 1 SURVEY OF PROPERTY A T PECONIC TO WN OF SO UTHOLD SUFFOLK COUNTY, N Y. 1000-98-05-12 SCALE: 1'=30' UL MAY 9,2o22 AUGUST JO, 2012 (B.O.H) OCTOBER 25, 2012 PROPOSED HSE. MARCH 22, -7013 (R VISED HSE. LOCATION) ROAD 153.06 �'.. ORp,N1- E MON• 0•$ S 4.5`E 0. 0 ow �- Ar T% 7 � J �1 70 J N7a`11-Tv- • Ho+ 6TRU Oil 90 1.2 NCE ONL'9 1 PROP DR1�,NpY I PROP• W/L __ ___ Z n 56 ,o 0 1 SURVEY OF PROPERTY A T PECONIC TO WN OF SO UTHOLD SUFFOLK COUNTY, N Y. 1000-98-05-12 SCALE: 1'=30' UL MAY 9,2o22 AUGUST JO, 2012 (B.O.H) OCTOBER 25, 2012 PROPOSED HSE. MARCH 22, -7013 (R VISED HSE. LOCATION) ROAD 153.06 �'.. ORp,N1- E MON• 0•$ S 4.5`E 0. 0 ow �- Ar T% Y PROP DR1`IEwP ' aw pu'BOG W PSR) NNOA' Lal 15 ®® M Z � %� 0 M C N ! f,t > S I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. ELEVA TIONS REFERENCED TO N.A. V. D. The location of wells, cesspools & public water shown hereon a from field observations and or from data obtained from others. LOT NUMBERS REFER TO "MAP OF PECONIC BAY OAKS" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON OCTOBER 18, 1961 AS FILE NO. 3434. ANY ALTERA77ON OR ADDI77ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209OF THE NEW YORK STA TE EDUCA 77ON LAW. EXCEPT AS PER SEC77ON 7209 -SUBDIVISION 2. ALL CER77FICA77ONS HEREON ARE VALID FOR THIS MAP AND COPIES MDWW ONLY IF SAID MAP OR COPIES BEAR 77 -IE IMPRESSED SEAL OF 77 -IE SURVEYOR ce. EV% PROPOSED SEPTIC SYSTEM (4 BEDROOMS) [1] 1,000 GALLON SEPTIC TANK [2] LEACHING POOLS 6' DEEP x 8' DIAMETER TEST HOLE DATA BY McDONALD GEOSCIENCE 7/27/12 EL 11.2' O1gEPV� ,-6 tAND V' WHOSE SIGNATURE APPEARS HEREON. E=MONUMENT DARK BROWN LOAM OL 1' BROWN SILT ML 3' PALE BROWN FINE TO MEDIUM SAND SP IN PALE BROWN FINE TO MEDIUM SAND SP .Am N. Y. S LIC. NO. 49618 ECONIC MORS, P.C. (631) 765-5020 FAX (631) 765-1797 P.O. BOX 909 1230 TRA VELER STREET 12-225 SOUTHOLD. N. Y. 11971 11 �1 70 3i \ Y PROP DR1`IEwP ' aw pu'BOG W PSR) NNOA' Lal 15 ®® M Z � %� 0 M C N ! f,t > S I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. ELEVA TIONS REFERENCED TO N.A. V. D. The location of wells, cesspools & public water shown hereon a from field observations and or from data obtained from others. LOT NUMBERS REFER TO "MAP OF PECONIC BAY OAKS" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON OCTOBER 18, 1961 AS FILE NO. 3434. ANY ALTERA77ON OR ADDI77ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209OF THE NEW YORK STA TE EDUCA 77ON LAW. EXCEPT AS PER SEC77ON 7209 -SUBDIVISION 2. ALL CER77FICA77ONS HEREON ARE VALID FOR THIS MAP AND COPIES MDWW ONLY IF SAID MAP OR COPIES BEAR 77 -IE IMPRESSED SEAL OF 77 -IE SURVEYOR ce. EV% PROPOSED SEPTIC SYSTEM (4 BEDROOMS) [1] 1,000 GALLON SEPTIC TANK [2] LEACHING POOLS 6' DEEP x 8' DIAMETER TEST HOLE DATA BY McDONALD GEOSCIENCE 7/27/12 EL 11.2' O1gEPV� ,-6 tAND V' WHOSE SIGNATURE APPEARS HEREON. E=MONUMENT DARK BROWN LOAM OL 1' BROWN SILT ML 3' PALE BROWN FINE TO MEDIUM SAND SP IN PALE BROWN FINE TO MEDIUM SAND SP .Am N. Y. S LIC. NO. 49618 ECONIC MORS, P.C. (631) 765-5020 FAX (631) 765-1797 P.O. BOX 909 1230 TRA VELER STREET 12-225 SOUTHOLD. N. Y. 11971 11 S RAIN RUNOFF CALCULATONS HOUSE & GARAGE= 2,446 sq. ft. 2,446 x 1 x 0.17= 416 cu. ft. 416/42.2=10 VF PROVI E 2 DRY WELLS 8' DIAMETE x 5' IOR E UAL. Wp,TER) 15"I"EEl zR*+ �S8D SURVEY F PROPERTY A T PEC®NIC" TO WN OF SOUTHOLD SUFFOLK COUNT No Yo 1000-98-05-12 SCALE: 1 �=30' JULY 20122 AUGUST 30, 2012 (B.O.H) OCTOBER 25, 2012 (PROPOSED HSE. MARCH 22, ?013 (REVISED HSE. LO A EL• 12.6 JULY 31, 2013 (FOUNDATION Pow �EG� SRF C•B �X�X iN�iAN \\ EpGE OF PF`�MENT 183.06® EL. 14. o"I' B MON• 4.5 E ()Cr E VA -78-44 QST HOLE 11.2 ®� \ 0 EL• 10.1 o ®r Z OS EC 54 \' E G G \ 54 \' G y 0 \ =! o, 14 e EL 0 y fZ g\ N V` 533043, L®� i BLDG. DEPT. - \ TOWN OF SOUTHOLD \ I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. ELEVATIONS REFERENCED TO N.A. V.D. The location of wells, cesspools & public water shown hereon are from field observations and or from data obtained from others. LOT NUMBERS REFER TO "MAP OF PECONIC BAY OAKS" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON OCTOBER 18, 1961 AS FILE NO. 3434. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209OF THE NEW YORK STA 7E' EDUCA 77ON LAW. EXCEPT AS PER SEC77ON 7209 -SUBDIVISION 2. ALL CD?77FICA77ONS HEREON ARE VALID FOR THIS MAP AND COPIES IMOMW ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. PROPOSED SEPTIC SYSTEM (4 BEDROOMS) [1] 1,000 GALLON SEPTIC TANK [2] LEACHING POOLS 6' DEEP x 8' DIAMETER TEST HOLE DATA BY McDONALD GEOSCIENCE 7/27/12 EL 11.2° L �Ab 49ro'& LAND � ® =MONUMENT DARK BROWN LOAM OL 1' BROWN SILT ML 3 - PALE BROWN FINE TO MEDIUM SAND SP IN PALE BROWN FINE TO MEDIUM SAND SP 17'1* N. Y.S. LIC. NO. 49618 ONIC EYORS, P.C. 31) 765-5020 FAX (631) 765-1797 P.O. BOX 909 1230 TRAVELER STREET 12-225 SOUTHOLD, N. Y. 11971 AREA= 25,043 SQ FT. SCDHS Ref.# RIO -12-0067 N RAIN RUNOFF CALCULATONS HOUSE & GARAGE= 2,446 sq. ft. 2,446 x 1 x 0.17= 416 cu. ft. 416./42.2=10 VF PROVIDE 2 DRY WELLS 8' DIAMETER x 5' DEEP OR EQUAL. V,0 NGS ��1 plfB�IC wAiERi (0y�`W R IN S LEES) �pl M �1 N .0 1 C1 � I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the, conditions set forth therein and on the permit to construct. ELEVATIONS REFERENCED TO N.A. V.D. The location of wells, cesspools & public water shown hereon are from field observations and or from data obtained from others. LOT NUMBERS REFER TO "MAP OF PECONIC BAY OAKS" FILED' IN THE SUFFOLK COUNTY CLERK'S OFFICE ON OCTOBER 18, 1961 AS FILE NO. 3434. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLA77ON OF SEC77ON 7209OF 7HE NEW YORK STA7F EDUCA77ON LAW. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77FICA77ONS HEREON ARE VALID FOR, 7HIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR SURVEY OF PROPERTY AT PECONIC - TO WN OF SO UT HOLD SUFFOLK COUNTY, NY 1000-98-05-12 SCALE: 1'30' MAY 19, 2012 AUGUST 30, 2012 (B.O.H) OCTOBER 25, 2012 (PROPOSED HSE. MARCH 22, 2013 (REVISED HSE. LO A MARCH 25, 2015 (Final Survey) ` TEST- 0tE—D A— BY McDONALD GEOSCIENCE 7/27/12 EL 11.2 EL. 0.7' WHOSE SIGNATURE APPEARS HEREON. N =MONUMENT GRA��'16 MON• 0.85 A.5 E DARK BROWN LOAM OL BROWN SILT ML PALE BROWN FINE TO MEDIUM'SAND SP ��, c WATER — 10.5' � / `►� � �� cru. WATER IN PALE FlN ,�7lUtgk 49618 (631) 765-5010X'() 765-1797 P.O. BOX 909 1230 TRAVELER STREET 12-225 SOUTHOLD, N. Y. 11971' h ^• Y a W 5 L f o, t •s., j 5 Pre �# A • v 4 y ! i kl JUL 2 0 2015 [I IMESc hec k Softweirs Vsirs6an ,6"4o4 Compliance Certificate Project Title: Southold Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single Family Project Type: New Construction Conditioned Floor Area: 4,128 ft2 Glazing Area Percentage: 17% Heating Degree Days: 5750 Climate Zone: 4 Permit Date: Construction Site: Owner/Agent: Designer/Contractor: Robinson Lane Richard Smyth W.A. Sclight Peconic, NY W.A. Sclight Architect, P.C. P.O. Box 46 Water Mill, NY 11976 631-726-6397 wsclight@optonline.net 0 0 Irk L.p�y m &A Compliance: 2.0% Better Than Code Maximum UA: 748 Your UA: 733 The % Better or Worse Than Code Index reflects how close 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. Envebpe Assembhes Gross Glazing Assembly Area or Gavity Cont. or Door UA Perimeter R -value R-Uadue U-Fact©r ' Wall 1: Wood Frame, 16" o.c. 210 21.0 0.0 10 Window 1: Vinyl Frame:Double Pane with Low -E 18 0.310 6 SHGC: 0.00 Window 2: Vinyl Frame:Double Pane with Low -E 18 0.310 6 SHGC: 0.00 Wall 2: Wood Frame, 16" D.C. 80 21.0 0.0 2 Window 3: Vinyl Frame:Double Pane with Low -E 13 0.310 4 SHGC: 0.00 Window 4• Vinyl Frame:Double Pane with Low -E 13 0.310 4 SHGC: 0.00 Window 5: Vinyl Frame:Double Pane With Low -E 13 0.310 4 SHGC: 0.00 Wall 3: Wood Frame, 16" o.c. 294 21.0 0.0 13 Window 6: Vinyl Frame:Double Pane with Low -E 18 0.310 6 SHGC: 0.00 Window 7: Vinyl Frame:Double Pane with Low -E 18 0.310 6 SHGC: 0.00 Window 8: Vinyl Frame:Double Pane with Low -E 8 0.310 2 SHGC: 0.00 Window 9: Vinyl Frame:Double Pane with Low -E 8 0.310 2 SHGC: 0.00 Project Title: Southold Report date: 04/25/13 Data filename: I:\W.A. Sclight Architect\Smyth\Untitled.rck Pagel of 9 N Gross Cavity dont. Glazing Assembly Area or or Door UA � Perimeter R -Value R -Value U -Factor Window 10: Vinyl Frame:Double Pane with Low -E 15 0.310 5 SHGC: 0.00 Wall 4: Wood Frame, 16" o.c. 290 21.0 0.0 12 Window 11: Vinyl Frame:Double Pane with Low -E 12 0.310 4 SHGC: 0.00 Window 12: Vinyl Frame:Double Pane with Low -E 12 0.310 4 SHGC: 0.00 Window 13: Vinyl Frame:Double Pane with Low -E 12 0.310 4 SHGC: 0.00 Window 14: Vinyl Frame:Double Pane with Low -E 8 0.310 2 SHGC: 0.00 Window 15: Vinyl Frame:Double Pane with Low -E 8 0.310 2 SHGC: 0.00 Door 1: Solid 24 0.320 8 Wall'5: Wood Frame, 16" o.c. 294 21.0 0.0 13 Window 16: Vinyl Frame:Double Pane with Low -E 18 0.310 6 SHGC: 0.00 Window 17: Vinyl Frame:Double Pane with Low -E 18 0.310 6 SHGC: 0.00 Window 18: Vinyl Frame:Double Pane with Low -E 34 0.310 11 SHGC: 0.00 1 Wall 6. Wood Frame, 16" o.c. 27 21.0 0.0 1 Window 19: Vinyl Frame:Double Pane with Low -E 6 0.310 2 SHGC: 0.00 Window 20: Vinyl Frame:Double Pane with Low -E 6 0.310 2 SHGC: 0.00 Wall 7: Wood Frame, 16" o.c. 261 21.0 0.0 10 Window 21: Vinyl Frame:Double Pane with Low -E 15 0.310 5 SHGC: 0.00 Window 22: Vinyl Frame:Double Pane with Low -E 15 0.310 5 SHGC: 0.00 Door 2: Glass 48 0.320 15 SHGC: 0.00 Wall 8: Wood Frame, 16" o.c. 261 21.0 0.0 12 Window 23: Vinyl Frame:Double Pane with Low -E 15 0.310 5 SHGC: 0.00 Window 24: Vinyl Frame:Double Pane with Low -E 15 0.310 5 SHGC: 0.00 Window 25: Vinyl Frame:Double Pane with Low -E 17 0.310 5 SHGC: 0.00 Wall 9: Wood Frame, 16" o.c. 335 21.0 0.0 11 Window 26: Vinyl Frame:Double Pane with Low -E 18 0.310 6 SHGC: 0.00 Window 27: Vinyl Frame:Double Pane with Low -E 18 0.310 6 SHGC: 0.00 Window 28: Vinyl Frame:Double Pane with Low -E 18 0.310 6 SHGC: 0.00 Window 29: Vinyl Frame:Double Pane with Low -E 18 0.310 6 SHGC: 0.00 Window 30: Vinyl Frame:Double Pane with Low -E 18 0.310 6 SHGC: 0.00 Project Title: Southold Report date: 04/25/13 Data filename: I:\W.A. Sclight Architect\Smyth\Untitled.rck Page 2 of 9 ®7@@@ (BUM @old ftIft G OGu'li b� &M OOP M919m N-WgI0L O °F o@0 ub% UP- ' U-r • c o P Door 3: Glass 48 0.320 15 SHGC- 0.00 Wall 10: Wood Frame, 16" o.c. 82 21.0 0.0 3 Window 31: Vinyl Frame:Double Pane with Low -E 11 0.310 3 SHGC: 0.00 Door 4: Glass 20 0.320 6 SHGC: 0.00 Wall 11: Wood Frame, 16" o.c. 210 21.0 0.0 10 Window 32: Vinyl Frame:Double Pane with Low -E 18 0.310 6 SHGC: 0.00 Window 33: Vinyl Frame:Double Pane with Low -E 18 0.310 6 SHGC: 0.00 Wall 12: Wood Frame, 16" o.c. 706 21.0 0.0 34 Window 34: Vinyl Frame:Double Pane with Low -E 9 0.310 3 SHGC: 0.00 Window 35: Vinyl Frame:Double Pane with Low -E 15 0.310 5 SHGC: 0.00 Window 36: Vinyl Frame:Double Pane with Low -E 15 0.310 5 SHGC: 0.00 Window 37: Vinyl Frame:Double Pane with Low -E 15 0.310 5 SHGC: 0.00 Window 38: Vinyl Frame:Double Pane with Low -E 18 0.310 6 SHGC: 0.00 Window 39: Vinyl Frame:Double Pane with Low -E 18 0.310 6 SHGC: 0.00 Window 40: Vinyl Frame:Double Pane with Low -E 10 0.310 3 SHGC- 0.00 Window 41: Vinyl Frame:Double Pane with Low -E 10 0.310 3 SHGC: 0.00 54 21.0 0.0 3 Wall 13: Wood Frame, 16" o.c. 54 21.0 0.0 3 Wall 14: Wood Frame, 16" o.c. Wall 15: Wood Frame, 16" o.c. 266 21.0 0.0 6 80 0.300 24 Door 5: Solid 80 0.300 24 Door 6: Solid 569 21.0 0.0 32 Wall 16. Wood Frame, 16" ox. 53 21.0 0.0 3 Wall 17: Wood Frame, 16" o.c. 53 21.0 0.0 3 Wall 18: Wood Frame, 16" o.c. 69 21.0 0.0 4 Wall 19: Wood Frame, 16" o.c. 12 21.0 0.0 1 Wall 20: Wood Frame, 16" o.c. 12 21.0 0.0 1 Wall 21: Wood Frame, 16" o.c. Floor 1 • All -Wood Joist/Truss:Over Unconditioned Space 1,883 30.0 0.0 62 Floor 2: Slab -On -Grade: Unheated 108 0.0 113 Insulation depth: 0.0' 641 30.0 0.0 22 Ceiling 1: Flat Ceiling or Scissor Truss Project Title: Southold Report date: 04/25/13 Data filename: I:\W.A. Sclight Architect\Smyth\Untitled.rck Page 3 of 9 Ceiling 2: Flat Ceiling or Scissor Truss 1 bb su.0 u.0 o Ceiling 3: Flat Ceiling or Scissor Truss 1,256 30.0 0.0 44 Ceiling 4: Cathedral Ceiling 66 30.0 0.0 2 Ceiling 5: Cathedral Ceiling 66 30.0 0.0 2 Ceiling 6: Cathedral Ceiling 260 30.0 0.0 9 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. tdliwdA A. (044 Name - Title Signature Date Project Title: Southold Report date: 04/25/13 Data filename: I:\W.A. Sclight Architect\Smyth\Untitied.rck Page 4 of 9 0�( �E�cf/c;:k Softvv�arc Versi�l,i �.�.�%+ Inspection Checklist Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. 2010 New" York Pre-Inspsect]on/Plan, Review Plans, Verified Field Verified 4 C6rnplies2 " ComrroentslAssumpti®ns' -Value Value _Energy 103.2 ; Construction drawings and (❑Complies ; ❑Does Not Comply PR1 ' I documentation sufficiently demonstrates energy code*..'• ='` >: ,' []Not Observable ' compliance for the building envelope. '' : .." 'a -,y. - = `" ` ❑Not Applicable 103.2, 1 Construction drawings and - " r1 ,;❑Complies ; f2 ❑Does Not Comply ' f 403.7 ; [PR3]1 documentation sufficiently demonstrates energy code I. :., ,' - IE] Not Observable compliance for lighting and❑Not Applicable ;mechanical systems. Systems serving G =. I multiple dwelling units must ' demonstrate compliance with they, " commercial code. € , - ,403.6 :•' i[PR2]2' ,• Heating and cooling equipment is sized per ACCA Manual S based on Heating: ; Heating: ;❑Complies ; Btu/hr I Btu/hr ❑Does Not Comply loads per ACCA Manual J or other; Cooling: Cooling: :[]Not Observable ; approved methods. { Btu/hr Btu/hr E] Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2, Medium Impact (Tier 2) _: , I Low Impact (Tier 3) Project Title: Southold Report date: 04/25/13 Data filename: I:\W.A. Sclight Architect\Smyth\Untitled.rck Page 5 of 9 Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Southold Report date: 04/25/13 Data filename: I:\W.A. Sclight Architect\Smyth\Untitled.rck Page 6 of 9 2010. New York Foundation Inspection -Complies? Comments/Assumptions Ener y 803.2.1- Exposed foundation insulation ;❑Complies �❑Does Not Comply [F611]2 protection. - ;❑Not Observable !❑Not Applicable 4018- Snow melt controls. ;❑Complies j[F0.12]z'' 1❑Does Not Comply ' I❑Not Observable E] Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Southold Report date: 04/25/13 Data filename: I:\W.A. Sclight Architect\Smyth\Untitled.rck Page 6 of 9 2010, New York Framing / Rough -in Inspection. Plans Verified Value Field Verified Value „ - Complies? . Comments/Assumptions Energy 402.4.4 Fenestration that is not site built is ❑Complies [FR20]' listed and labeled as meeting []Does Not Comply AAMA/WDMA/CSA 101/LS.2/A440 or ❑Not Observable has infiltration rates per NFRC 400 - - — ❑Not Applicable that do not exceed code limits. 402.4.5' - ° : Ei]? •' �: IC -rated recessed lighting fixtures sealed at housing/interior finish and =��•-;,,. +: - ' ` �,,a El Complies ; El Does Not Comply; , i[FF21 labeled to indicate &it;= 2.0 cfm -;j❑Not Observable ; . leakage at 75 Pa. ❑Not Applicable 403.2.1 ; Supply ducts in attics are insulated to ; R- ; R- ;❑Complies ; [FR12]' R-8. All other ducts in unconditionedR_ R_ E❑Does Not Comply: spaces or outside the building ; ; ;❑Not Observable ; ;envelope are insulated to R-6. Not ; 1❑ Not Applicable applicable if all systems are ductless. 403.2.2 ; All joints and seams of air ducts, air boxes, building ff i❑Complies ; f ❑Does Not Comply [FR13]' handlers, filter and cavities used as return ducts are - ❑Not Observable ;sealed. ❑Not Applicable 403.2.3 I Building cavities are not used as ducts c ; ,> r r;':'° > ' ,' ' ❑Complies ; (FR15]3 ` or plenums. i ❑Does Not Comply: If El Not Observable ; = ❑Not Applicable ,403.3 HVAC piping conveying fluids above ; R- ; R- ;❑Complies OF fluids below 55 OF ❑Does Not Comply [FR17]? 105 or chilled are insulated to R-3. ;:[-]Not Observable ; _ ;❑Not Applicable '403.4`. Circulating service hot water pipes are: R- ; R- ;❑Complies ; [FF218]2 insulated to R-2. :❑Does Not Comply: ; ;❑Not ObservableAq El Not Applicable - ,' Automatic or gravity dampers are .;A, %;;:,.. ❑Complies intakes ne`'} " '.❑Does Not Comply r45"' 19]2 =, installed on all outdoor air and exhausts. ❑Not Observable El Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 2, Medium Impact (Tier 2) �'J Low Impact (Tier 3) Project Title: Southold Report date: U4/1b/1 Data filename: I:\W.A. Sclight Architect\Smyth\Untitied.rck Page 7 of 9 2010 New York Insulation Inspection Complies? ; Comments/Assuriiptions, is Energy 303:1 jAll installed insulation labeled or ;❑Complies [IN13]2 installed R -values provided. ❑Does Not Comply '❑Not Observable []Not Applicable Additional Comments/Assumptions: 1 I High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Southold Report date: 04/25/13 Data filename: 1M.A. Sclight Architect\Smyth\Untitled.rck Page 8 of 9 2010'New York° Final lnspection'Provisions Plans`Verified Value . Field' Verified . Value : _ Complies? Comments/Assumptions 4 Energy 402.4.2, Building envelope tightness verified ACH 50 = ACH 50 = ;❑Complies 402.4.2.1 i by blower door test result of &lt;7 ACH :❑Does Not Comply [FI17]1 at 50 Pa. This requirement may ;❑Not Observable ;instead be met via visual inspection, �❑Not Applicable in which case verification may need to I occur during Insulation Inspection. ' IMood-burning fireplaces have '' ' '',; f ❑Complies [FI8]z gasketed doors and outdoor []Does Not Comply combustion air. ❑Not Observable _]Not Applicable 403.2.2 ; Duct tightness via post-construction cfm cfm ;❑Complies [F[4]' ; with maximum leakage of 8 cfm to :❑Does Not Comply outdoors, or 12 cfm across systems. ;❑Not Observable For rough-in tests, verification may El Not Applicable need to occur during Framing Inspection, with maximum leakage of I 6 cfm across systems and 4 cfm without air handler. 403:1'.1'_ Programmable thermostats installed '- „ ` . u ;. ;,.❑Complies . [FI9]z on forced air furnaces. °" ` ❑Does Not Comply ❑Not Observable ' El Not Applicable 403.1.2 Heat pump thermostat installed on heat t =- _' '❑Complies I ,�❑Does Not Comply', [FI10]2 ; } pumps. 4 [-]Not Observable I wls ]❑Not Applicable ,403.4 Circulating service hot water systems " ❑Complies ❑Does Not Comply; jF111]z have automatic or accessible manual controls. []Not Observable ❑Not Applicable 403,9.1 I Readily accessible switch on heaters :; '„ ;as❑Complies ':]❑Does Not Comply! [FI12]3for swimming pools. []Not Observable , .. El Not Applicable 403.92. 'Timer switches on pool heaters and }'❑Complies ; [FI19]3 ?pumps are present. e - i❑Does Not Comply Observable )❑Not ❑Not Applicable 403.9.3 ; Heated swimming pools have a cover.n f ❑Complies [F120]3 I Covers on pools heated over 90 OF ':.-' ?`y` ` ❑Does Not Comply Jare insulated to R-12. ❑Not Observable ; �1❑Not Applicable 401:3- Compliance certificate posted. ,.� r'❑Complies F []Does Not Comply I ❑Not Observable ❑Not Applicable 303.3 i Manufacturer manuals for mechanical'❑Complies have T ; ❑Does Not Comply [F,.118]3 ; and water heating equipment vbeen provided. ❑Not Observable q.. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2' Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Southold Report date: 04/25/13 Data filename: IM.A. Sclight Architect\Smyth\Untitled.rck Page 9 of 9 201® Now V®Irk [Energy Conzwvato®n C®nab,=U'on Goch [Energy Effocooncy C(SM"CaW *kMMWM MOMi Wall 21.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): *MA 99@V o M -VP �1C� Window 0.31 Door 0.30 Heating System: Cooling System: Water Heater: Name: Date: Comments: AS PER CODE: HOLD DOWN & SHEAR CONNECTION CRITICAL PATH WA --AR R0ff- RAFTERS I&TWrr l RAFTER SIMPSON ALL RAFTERS 0 - Mw NAILS EACH DID 7/16' 0*%WA RATED PLYW® TO EXTENDSTOF TOP TOP PLATE STRAP TO Snm •/ 4 - 9d NAILS WRAP + NAIL STRAP "4d Aiml11 4141SltnS AT ANCIOt SRT e -ss SEE FOUNDATIDN DVra` F13R DESIGN. SECTION UNDERLAYHENT POSITION OF C� METAL STRAP K POST - 9d NANAXS foe' 6G no - Trp. N - TOP + BOTTO . E ALLOWANCE FUR SROKMi COIVENTMNAL (MD JOMTS TIT. LnAT O� T SIL PLATE �� x 161 AX 1,W IDOEX VASER O.' 0-fGl ELEVATION ALTERNATE: HOLD DOWN & SHEAR CONNECTION CRITICAL PATH D4PS@1 LSTA - 20 GAGE CGALVa ."E STRAP - ALL ROOF RAFTERS E >� 6 11 OF COLLSTRAP.AR TIE 0 EAdi RAFTER IN IEICE SHIELD UNDERLAYN �11 PLY & CEDAR GREAT REGUIRED for CDiL SW MW O SIWSON H3 5/4' x 4' LATH REa for CEDAR SHINGLE ROOFS gwSAN' ag NAILM FROM PROVIDE Od OCO,IOI RAFTER TO STM - TYPICALRAFTERSSWATHM 4EDff ALL 0 - ed NAILS EACH ETD 7/16' QhMPA RAT13 PLYWOOD TO RATET TEND IT13P OF TMP TDP SO.L SEALEA e - •5 REDAR-----" SEE FOUNDATrON DVG . FOR DESIGN. H ENO -TTP. ' 0*0 PLYWOOD SEATRM OVER Mx BOM ENDS N - TOP + BOTTOM TO X 1 E ALLOWANCE FOR SRINfA. LOIVENTD7IK. 00 JM STS N"SWA740X4.3 ill MT[ 6 AAM TR/AeTM MATE ere' x 16' AA 0 4V OC 0-x.) W/ r1O ER WASHER, ►ROM ALL LOOIR& 4V WE L STRAP I Ar AL FDA PEKDGS ACCEPT NUTS TYP. SECTION ELEVATION � NAILING SCHEDULE NUNN Joint Description Nail Sizes all Spacing ROOF FRAMING Rafter to Top Plate (Toe-nalled) 3 - 8d per rafter Celling Joist to Top Plate (Toe -nailed) 3 - 8d per ,joist Celling Jolst to Parallel Rafter (Face-nalled) 3 - 16d each lap Celling Joist Laps over Partitions (Face-nalled) 4 - 16d each lap Collar Tie to Rafter (Face-nalled) 2 - 8d per tle Blocking to Rafter (Toe-nalled) 2 - 8d each end RIM Board to Rafter (End-nalled) 2 - 16d each end WALL FRAMING Top Plate to Top Plate (Face -nailed) 2 - 16d ' per foot Top Plates at Intersections (Face-nalled) 4 - 16d ,Joints -each side Stud to Stud (Face-nalled) 2 - 16d 24' o,c. Header to Header (Face-nalled) 16d 16' o.c. along edges Top or Bottom Plate to Stud (End-nalted) 2 - 16d per 2x4 stud CONNECTORS BY 'TECO. OR APPROVED EQUAL. FOR 2 - 16d per 2x6 stud TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE 2 - 16d per 2x8 stud Bottom Plate to Floor Jolst,Bandfolst,End,Jolst or Blocking (Face -n ited)2 - 16d 12 per foot FLOOR FRAMING Joist to Slll , Top Plate or Girder (Toe-nalled) 4 - 8d per ,Joist Bridging to Joist (Toe-nalled) 2 - Bd each end Blocking to Joist (Toe -nailed) 2 - 8d each end Blocking to Sill or Top Plate ( Toe-nalled) 3 - 16d each block Ledger Strip to Beam (Face-nalted) 3 - 16d each ,Joist Joist on Ledger to Beam (Toe-nalled) 3 - 8d per ,Joist Band Joist to Joist (End -nailed) 3 - 16d per ,Joist Band Joist to Sill or Top Plate (Toe -nailed) 2 - 16d ' per foot ROOF SHEATHING Structural Panels 8d 4' o.c. perimeter zone WITH RATED GALVANIZED METAL CONNECTORS BY RECOMMENDATIONS, other 6' o.c. edges o 'TECO. OR APPROVED EQUAL, NAIL per MANF, SPECS. 8. PROVIDE FIRESTOPPING AT ALL LEVEL panel , 12' o.c. Interco AND IN BASEMENT C IF APPLICABLE ). POSITION NEAR PENETRATIONS / 96' o.c, MAXIMUM. of panel Diagonal Board Sheathing 1' x 6' or 1' x 8' 2 - 8d per support 1' x 10' or wider 3 - Bd per support CEILING SHEATHING Gypsum Wallboard 5d 7' edge / 10' field WALL SHEATHING Structural Panels 8d 6' o.c. for structural 12• O.C. for si Fiberboard Panels ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO panel np°r 7 / 16' 6d 3' edge / 6' field 25 / 32' 8d 3' edge / 6' f leld Gypsum Wallboard 501 7' edge / 10' fleld Hardboard ad 61o.c, edge/12'o.c ,Interior Particleboard Panels 8d 61o.c, edge/12'ox .interior Diagonal Board Sheathing STRUCTURE DESIGN. 1' x 6' or V x 8' 2 - Bd per support 1' x 10' or wider 3 - Bd per support FLOOR SHEATHING Structural Panels 1' or less Bd 6' edge / 12' field greater than V 10d 6' edge / 6' field Diagonal Board Sheathing 1' x 6' or 1' x 8' 2 - 8d per support 1' x 10' or, wider, 3 - Bd per support 4 Nailing requirements are based on wall sheathing nailed 6' on -center at the panel edge. If wall sheathing Is nailed 3' on -center at the panel edge to obtain higher shear capacities , nalling requirements for structural members sha be doubled , or alternate connectors , such as shear plates , shall be used to malntaln the load path, S When wall sheathing Is continuous over connected members , the tabulated number of nails shall be permitted to be reduced to i - 16d nail per foot, s . - • r • • r /■r■Ilan■nrllrrlmr r■n/1 /■uir ■r ■ n 11111 r1to . , ■o■n/■r1■m■rmom■la■n■nr■/I■r m■m■in rr / • • • � a/n/■n/arnno/■ernnrlrw/■rlrm■mnnrl rr r • • • • r/rrl■rrl//Irlr/Ir rim■/r1//1■///1■rrlr//■ r/r1■Irur/wnINSrl■Iollrl■nrnl■Irnrl ■•� • • ... • 1 /■r■MnA�o�o■mr ■rrrr■r■Iar■rni��r�r�l■lr + rr�rrr■nrr mr■rrnn■nor nr ■ + • • 1■i /�t■1/rirrr■riI/r 1■rrlmn r■Ilrl■/lrllrr■r • UNN ® ter'■i iwrll�iulriar''n ■■ r■� . 1� r r/i■/tri � • , • s • • i■�1lrrir ■ r ® ; ��� III II o■nlrrl■nrr/1■rrNI lrrr■rIng rrr r■r IIIlnnn/no1■nMr•rr■1/on■1r • III II Irl■rrllrl■r11/111/wr11/1rl■/■1//1 I_�III E9111r ■rl■rrO/I■//i//1■rrl/rl■// nl�n/rli•nr/rl/I�nrrlm - ----- - =_ '�1/111rm■r■p�ii■n1lr�� �1■■rl■/■rrrr■r■II//� _ _ 10111011 ,,, /I��r■/1■Ilr■/It■/ i•INI•�h:I A�11••1/�■nt1 I� ■■ ■ , � ■■ -1--� 11•- x„ -iu1rY oi� ...... �� ��■ �� ■ ■■ 0 NOON L01 ■■ ON ONLE ' O COI'VIPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF 6,549 SOUTHOLD TO'dv'N ERA S n IV�L : +I-Ia=S-Tfi+TEES PLUMBER CERTIFICATION ON LEAD CONTENI'BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2110 OF I % LEAD. PLUMBING ALL PLUMBING WASTE & WATER LINES NEED TESTING BEFORE COVERING ROBINSON LANE, SOUTHOLD, NY PAGE # DRAWING TITLE A100 COVER PAGE A101 FOUNDATION PLAN A102 FIRST FLOOR PLAN - A103 SECOND FLOOR PLAN A104 ELEVATIONS A105 ELEVATIONS SECTION A106 A107 _ SECTION PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS CLA55 OF MATERIAL LOAD-BEARING PRE55URE 9. NAILING SCHEDULE SHALL BE AS PER THE (POUNDS PER 5QUARE INCH) CRYSTALLINE BEDROCK 12,000 SEDIMENTARY * FOLIATED ROCK 4,000 SANDY GRAVEL AND/OR GRAVEL 3,000 (GW AND GP) DESIGN METHOD SAND, SILTY SAND, CLAYEY SAND, ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 1/2- SILTY GRAVEL AND CLAYEY GRAVEL 2,000 (5W, 5P, 5M, 5C, GM AND GC) 10. PLYWOOD SHEATHING TO BE NAILED AS PER NAILING CLAY, SANDY CLAY, SILTY CLAY, SHALL BE DESIGNED AND BUILT IN ACCORDANCE CLAYEY 51LY, SILT AND SANDY SILT 1,500 (Cl, ML, MH AND CH) LARCH STRUCTURAL GRADE #2 OR BETTER. FOR 51: 1 POUND PER SQUARE FOOT - 0.0479 kN/rn' A. WHEN 501L TEST5 ARE REQUIRED, THE ALLOWABLE BEARING CAPACmE5 Of THE 501L 5HALL BE PART Or THE RECOMMENDATION B. WHERE IN-PLACE 50115 WITH AN ALLOWABLE BEARING CAPACITY OF LE55 THAN 1,500 P5F ARE LIKELY TO BE PRESENT AT THE 51TE, THE ALLOWABLE BEARING CAPACITY SHALL BE DETERMINED BY A 50119 INVESTIGATION. CLIMATIC & GEOGRAPHIC DESIGN CRITERIA: u Ruul\L JI\E, W L.UrlL - GV rJF . 1 LRI'IL 1 L - 1'ILIL,- l L 1 u nr-m V 1 FIRST LEVEL - 40 PSF, L. L., min. DECAY - SLIGHT TO MODERATE LIVING AREAS - 40 PSF, L.L., min. WINTER DESIGN TEMPERATURE- if F BEDROOMS - 30 PSF. LL, min. WIND SPEED 120 M.P.H. ICE SHIELD UNDERLAYMENT REQUIRED - SEISMIC DESIGN CATEGORY - C FLOOD HAZARD -NO WEATHERING - SEVERE AIR FREEZING INDEX- 452 FROST LINE DEPTH - 36', min, ALL FLUES TO BEi 3'-0' / 10'-0' min. FROM ALL ROOFS. TYPICAL DESIGN CRITERIA: DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME CONSTRUCTION MANUAL FOR 1 + 2 FAMILY HOUSE - PRESCRIPTIVE DESIGN METHOD. 2001 EDITION & NYS BUILDING CODE. ALL CAST -IN-PLACE CONCRETE TO BE A MINIMUM 3,000 PSI 12 28 DAYS CTYR) PLACE ONLY ON UNDISTURBED OR FULLY COMPACTED FINE CRUSH FILL) PROVIDE WELDED WIRE FABRIC AND REBAR AS INDICATED 501 L TESTS IN ARENAS LIKELY TO HAVE EXPANSIVE, COMPIRE_'51BLE, SHIFTING OR OTHER UNKNOWN 501L CHARACTERISTICS, A 501L TEST SHALL BE PERFORMED TO DETERMINE THE 501L'5 CHARACTERISTICS AT A PARTICULAR LOCATION. TH15 TEST SHALL BE MADE BY AN APPRO\,'L-D AGENCY U51NG AN APPROVED METHOD. GEOTLCH N ICAL EVALUATION IN LIEU OF A COMPLETE GEOTECHNICAL EVALUATION, THE LOAD-BEARING VALU E5 IN THE FOLLOWING TABLE SHALL BE A55UMED WINDOWS - GILAZED OPENING FOR NEW CONSTRUCTION , EXTERIOR WINDOWS MUST BE PROTECTED VIA GLAZING MEETING THE LARGE MISSILE TEST CERTIFICATION OF ZONE II ASTM E 1886-97 AND ASTM E 1996-99 OR VIA STRUCTURAL SHUTTERS WITH ATTACHMENT HARDWARE PROVIDED, NEW STRUCTURES LOCATED WITHIN ONE (1) MILE OF THE MEAN HIGH WATER MUST HAVE GLAZING CONFORMING TO WIND ZONE III, MISSILES DCFINED IN PARAGRAPH 6 OF ASTM E 1996-99. GLAZING CONFORMING TO WIND ZONE II, MISSILES CAN BE USED AT A DISTANCE GREATER THAN ONE MILE OF THE COASTLINE. PROTECTIVE PANELS TO BE PROVIDED FOR ALL AREAS BY i A - CLEAR SHIELD 11UR;RICANE + SECURITY PANELS - 631 - 287 5060 B - QUICK GUARD STORM PANELS. 631 - 287 5330 C - 1/2' CDX-PLY PANNEL W/ SCREWS per CODE D - VuSafe, SHADE & SHUTTER SYSTEMS- 508-775-6057 PROTECTION DEVICES TO BE IN ACCORDANCE WITH LARGE MISSILE TEST OF ASTM E 1996 AND OF ASTM 1886. AS NOTED IN NYS RESIDENTIAL CODE. DE51GN NOTE: PLANS ARE DESIGNED TO MEET THE STANDARDS LISTED IN THE RESIDENTIAL CODE OF NEW YORK STATE 2010 EDITION DE51GN NOTE: ALL PERMITS ARE SUBJECT TO FIELD INSPECTION NOTE: These plans are copyrighted and subject to copyright protection as an "architectural work" under Sec. 102 of the Copyright Act, 17 U.S.O. as amended December 1990 and known as Architectural Works Copyright Protection Act of 1990. The protection includes but is not limited to the overall Form as well as the arrangement and composition of spaces and elements of design. Under such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of construction or buiidin35 being seized and/or monetary compensation to W.A. SCLIGHT ARCHITECT, P.C. ROOF COMPONENT AND CLADDING PRESSURE ZONES a 0 0 8 h 8�100 O GABLE ROOFS Bt100 GABLE ROOFS 100< a 4, 4d' FRAMING NOTES HIP ROOFS 10'( 8 30D / 10°< 6 300 PROVIDE 8d COMMON NAIL54' O.C. AT HIGH PRE55UPE ZONE - G"g C. AT ALL OTHER PORTIONS OF ROOF TYPICAL. J; PROVIDE 8d NAILS Q 4" O.C. AT PERIMETER t 6" IN FIELD INTERIOR PORTIONS OF PLYWOOD PANELS IN HIGH PRE55URE ZONE5. NOTE: a - 4 PT. IN ALL CASES. POVIDE 8d NAILS 4' O.C. THROUGHOUT IN A ZONES 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 9. NAILING SCHEDULE SHALL BE AS PER THE 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN DOUGLAS FIR -LARCH STRUCTURAL GRADE No, 2 OR AMERICAN FOREST PRODUCTS WOOD FRAME CONSTRUCTION ACCORDANCE WITH THE NEW YORK STATE RESIDENTIAL BETTER. MANUAL FOR 1 & 2 FAMILY HOUSES- PRESCRIPTIVE BUILDING CODE, AND THE AMERICAN FOREST PRODUCTS DESIGN METHOD 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 1/2- 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A 12. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY 10. PLYWOOD SHEATHING TO BE NAILED AS PER NAILING SHALL BE DESIGNED AND BUILT IN ACCORDANCE SCHEDULE PROVIDED 3. ALL SUBFL❑ORING TO BE APA RATED STURD-I-FLOOR, LARCH STRUCTURAL GRADE #2 OR BETTER. 13. EXPOSURE 1, 3/4' MIN. THICKNESS. ALL EDGES OF 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL PLYWOOD TO BE GLUED AND NAILED TO PLYWOOD 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING SUBFLOOR TO FLOOR JOISTS. AND WATERPROOFING SHALL BE BY ARCHITECT. 4. ALL HEADERS 6'-0' AND OVER SHALL BE SUPPORTED 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE WITH DOUBLE UPRIGHTS, 9'-0' AND OVER WITH AND STUD WITH GALVANIZED HURRICANE TYPE TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A CONNECTORS BY 'TECO. OR APPROVED EQUAL. FOR 15. MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS CLIPS AT ALL PERIMETER JOIST TO GIRDER CONNECTIONS. AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED VERIFIED BY CONTRACTOR(S) PRIOR TO START OF 16. 2 8'-0' O.C, MIN. PROVIDE 2' AIR SPACE 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA WITH ONE COAT EPDXY PAINT. ALL FASTENERS TO BE PACIFIC GPI SERIES WOOD -I -BEAMS AND TRUSJOIST 6. D❑UBLE FRAMING AROUND ALL OPENINGS ( skylights, PRODUCTS OR EQUAL, ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED stairs etc. ) OR AS NOTED ON DRAWINGS, AS PER MANUFACTURERS RECOMMENDATIONS, WEB 17. CONTRACTOR SHALL OBTAIN ALL PERMITS AND STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL BEARING POINTS AT A MINIMUM, A SINGLE 1 3/4' PARTITIONS OR AS NOTED ON DRAWINGS. LVL RIM JOIST SHALL BE REQUIRED AT FLOOR 18. DO NOT BACKFILL AGAINST FOUNDATION WALLSUNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE PERIMETERS. HANDLING, STORAGE, AND ERECTION OF 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED COMPONENTS SHALL BE AS PER MANUFACTURERS WITH RATED GALVANIZED METAL CONNECTORS BY RECOMMENDATIONS, 19, 'TECO. OR APPROVED EQUAL, NAIL per MANF, SPECS. 8. PROVIDE FIRESTOPPING AT ALL LEVEL GENERAL NOTES 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 11. THIS DRAWING IS AN INSTRUMENT PREPARED TO ACCORDANCE WITH THE NEW YORK STATE RESIDENTIAL FACILITATE CONSTRUCTION AND SHALL BE BUILDING CODE, AND THE AMERICAN FOREST PRODUCTS CONSTRUED AS A CONTRACT BETWEEN BUILDER AND W.F.C.M. FOR 1 & 2 STORY HOUSES, AND LOCAL AUTHORITIES. OWNER, 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A 12. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY MINIMUM 28 DAY STRENGTH OF 3000 psl SHALL BE DESIGNED AND BUILT IN ACCORDANCE 3. ALL LUMBER SHALL 8E GRADE STAMPED DOUGLAS FIR - WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH, LARCH STRUCTURAL GRADE #2 OR BETTER. 13. THIS STRUCTURE HAS BEEN DESIGNED IN 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL ACCORDANCE WITH THE NEW YORK STATE ENERGY CONSERVATION CODE. STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL PARTITIONS, EXCEPT AS NOTED ON DRAWING. 14. ARCHITECT IS TO BE NOTIFIED IN WRITING OF ALL CHANGES PRIOR TO AND DURING CONSTRUCTION. 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. 15. ELECTRICAL AND MECHANICAL COMPONENTS TO BE DESIGNED AND SPECIFIED BY OTHERS. 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY CONTRACTOR(S) PRIOR TO START OF 16. ALL STRUCTURAL STEEL TO BE ASTM A36 & A992 CONSTRUCTION AND ORDERING OF MATERIALS, THIS WITH ONE COAT EPDXY PAINT. ALL FASTENERS TO BE FOUNDATION HAS BEEN DESIGNED FOR A SOIL ASTM A-323 BOLTS, 3/4' dia. - min. BEARING CAPACITY OF TWO (2) TSF AND GRADES LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT 17. CONTRACTOR SHALL OBTAIN ALL PERMITS AND THESE CONDITIONS ARE MET. ALL FILL BENEATH INSURANCE NECESSARY TO PROTECT THE ENGINEER, CONCRETE SLABS TO BE COMPACTED TO 95X. ARCHITECT AND OWNER, 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 18. DO NOT BACKFILL AGAINST FOUNDATION WALLSUNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER OR CONCRETE WALLS ARE PROPERLY BRACED, BY TRIPLE UPRIGHTS, ALL HEADERS TO BE MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING, 19, PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL 8. PROVIDE FIRESTOPPING AT ALL LEVEL AND IN BASEMENT C IF APPLICABLE ). POSITION NEAR PENETRATIONS / 96' o.c, MAXIMUM. ENTRY FROM OUSE TO ATTACHED GARAGE AREA AS REQUIRED B NYS BUILDING CODE, 9. PROVIDE FLASHING AT ALL ROOF BREAKS, CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS 20. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND ON EACH LEVEL OF DWELLING AS REQUIRED BY NEW YORK STATE BUILDING CODE, 10, DESIGN CONSULTANTS OR RECORD ARCHITECT- 21. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO ENGINEER ARE NOT RESPONSIBLE FOR THE AN EXISTING DWEWNG REQUIRING A BUILDING PERMIT INSPECTION, SUPERVISION, OR ADMINISTRATION OF Q NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE THIS CONSTRUCTION PROJECT, FEDERAL, STATE AND LOCAL ZONING AND BUILDING COCOMPLIANCE HOUSE UPGRADED WITH HARD WIRED &DE SHALL BE THE RESPONSIBILITY OF THE INTERCONNECTED SMOKE ALARMS. 22, THE NYS CODES ALSO APPLY TO ACCESSORY STRUCTURE DESIGN. 23. GARAGE DOORS TO BE RATED FOR 120 MPH, WIND LOAD A. 1 Date: 04-24-13 Scale: A5 NOTED Drawn By: J.N. Checked By: W.S. Drawing Title: COVER PAGE Project: NEW RE51DFNCE 5MYTH 125 ROBIN50N LANE, PECON I C, NY Drawing Number: Seal: orf �Ar, . 6 �G ft A. 77141 1 N I O m N I' -G 1 /2" I I `J N • r---j ZX ZX 12" Q I I m ch I N 4- b c N N Date: 04-24-13 Scale: AS NOTED N A A Drawn By: J. N. " i I I Addenda / Revisions: Number Date Description I I I 0 � I D LO GRjWE Drawing Title: FOUNDATION PLAN Project: NEW RESIDENCE FOUNYNA"'10N.-PLANB 5MYT11 SCALE: 1/4" = V-0" 125 ROBINSON LANE, PECONIC, NY Drawing Number: 3 I'-0" 4G'-0" 2 I'-0" ! 0'-0" 14'-G" 17'-O" 10° 10" 10" 10" 10" , 0" 19'-4" 10'-0" 13'-8" 15'-4" 9'-2" g�� B 0 0 - - � BA EMENT N I � I tj' I N I LLn -I (2) 13/4"XII 7/8" L L (2) 13/4"XII 7/8" LVL — — — — — — — — — — — — — — — — � O I W/ I /4" STEEL FLITCH W/ I /4" STEEL FLITCH PLATE DROPPED GIRD R PLATE DROPPED GIRDER I - I I I DRAIN TO DRYWELL I ! � � 3 I /2" DIAM. STEEL (— � 3 I /2" DIAM. STEEL LALLY COLUMN ATOP I I LALLY COLUMN ATOP I �— --� CONCRETE FOOTINGREINFORCED OR ED) L. J CONCRETE FOOTINGIR(TYP.) I 3o i " I I0" 5'-4" � 2'-0" 2'-0" 13'- I I " I 16'- I /2" � I 10" cq I N b I I f � � —1 � (— — —I L OAD-BEARING WA (2) 13/4" X 1 1 7/8" LVL ! / SLAB ON W/ I/4" STEEL FLITCH 1 / �n A �� �' N • PLATE DROPPED GIRDER ttfllJ _ PROPOSED LOCATION F — WASTE LINE I � I — � MECH. N ! -- ----� � , 51/2" Checked By: W.S. I SD I I I A/C HW B. SL ON To se>'rIc 8" 2'-0" 2'-0" 8" I �4 21 '-0" 10'-0" 3'-5" S'-2" 3'-5" 14'- I I I /2" w F- D w C0 IXO 0 w F- EL a Sz L w m O d LU _ Q_ 0 w m d U.1 U O IX LU IX U.1 coO z Q 0 z Q a U LU F- U Q Seal: A. 771-0" F •s1`', 31 '-0" 46'-0" 21'-011 101-0" 1411 17'-011 14'1 I X I X I X 1 N t N 1 N 1 N 1 N 1 II 1 M 1 N 1 II 3 -2 I /2 13 8- I I 2 -4 I /2 5 -7 I /2 2 -0 7 -3 7 -3 3 -8 1 /2 4 -9 I /2 4 -9 I /2 3 -8 1/2" 7�-3" 7'-3" DECK N A A r Q0 J 'n DN • 3° 3°VN CO F— 1 3/4 X 11 7/8 TJI 110 (� �----J S I f----- @1(1" O.C. L J I I wx -- ---IN T A A I I.I I IN �— (2) 1 3/4" X I 17/811 LWL W/ I "STEEL FLITCH 'n N Ln 1 3/4 X 11 7/8 T 110 I I ( PLATE DROPPED GIRDER o 16" O.C. I N O GAS RANGE I. N &HOOD KITCHEN I— DINING 0 I . J• • N LIVING - J K � � � I n n • '� � " I I L '" 5 1/211 Th (V R/F 14'-0 1/2" I ;2211- i" I 14'1 1/2' 2 -CAR GARAGE ( (2) 1 3/4N X 1 1 7/8 LVL o W/ I "STEEL FLITCH I I 13/4 X 117/8 TJI 110 Cri 5 112" /2 0 p rJ *9'-0" CEILING I PLATE DROPPED GIRDER 16" O.C. 30 3 1/2" 1/2 - HEIGHT " 5 1 /2" @ C� 3 I/2 1.15 I/2" 5 I/2" 6-7 I/2 I�I 5 I/2" 5 I/2" D � N 1_ " 7'-0" I_ " I- 11 I " II 1_ " I 30 3 3 31-3" 5 0 3-6 I/2.11' -G I/ 10 0 I/2 I -6 I/ ' 3° `n 26 26 — — — — 16 16 'n SD 5 I/2 5 1/2" o P!n LO — - r `v I 30 3° – Cn 'n F " 5 1/2° ----- P.R. DN ------ O 3° 30 5 15 1/2" 5 1/2" y N 2 X 8 CEILING JOISTS 101-0" 0 14'-0 112" 5'-0" -7 1/2" 3'- 1/2' 14'-0 1/2' o b n 1"O.C.5 12" ° 5 I /2" CL LOv m F7 FAMILY 13/4 X 117/8 TH 110 . Date: 04-24-13 N LAUNDRY DEN OATN30 1 AFNSlAS NOTED N Ify A EN rRy 1 — 2'-3 1/2" O EN N Drawn By: J.N. 0 1 i b b O I Checked B W.S. B AB VE y: N I/211 5 I/2" B N B B 26 ° UP M Addenda / Revisions: 3° 1 3/4 X I 1 7/8 TJI 110 Number Date Description 20'- I " @ 16" O.C. �o Q Q � _ N ' Q - E COVERED E ENT Y POR HFO-1 I Drawing Title: A A 10 F01 OI L __ __-__ J FIRST FLOOR PLAN C I CUP 81-1 IN 3'-2 1/2" 8'- I 1 " 2'-3" 2'-9" 2'-9" 2'-3" 1'-6" 2'-7" 2'-7" I'-6" L 2'-8 112" 1 10'-7 112' 2'-8 1/2' 7-6" 71_6" Project: 211-011 10'-0" 3'-5" 8'-2" 3'-5" 16'- I " 14'- I I 1/2" NEW RESIDENCE B 77'-05MYTH " I J LR', F S "i F L 0 01", k. TP L A N 125 RODIN50N LANE, PECONIC, NY SCALE: 1/4" = 1'-O" Drawing Number: LIVING SPACE: 1,829 SF GARAGE: 641 SF U IL 1= U W F- 2 U a N V U U J_ LL O Z O F5 U) W IL Z W W 2 F- F- O H W w D a w 0 Z Q Seal: AFDApO 46'-0" N 1 I/2" N I r T.. — — — — — — - Z O N 5 112' O • `� cc , LLL! in N I I/2" �w O N � � O m m ' i O N 1 m N Date: 04-24-13 Scale: AS NOTED A A Drawn By: J.N. L Checked B W.S. N y: 1/2" Addenda / Revisions: Number Date Description rA 0 In Drawing Title: SECOND FLOOR PLAN S TF'J' C 0] �L J1,D FLOOIR. Project: SCALE: 1/4" = F -O" NEW RF51DENCE B 5MYTH LIVING SPACE: 1,658 SF 125 R05IN50N LANE, PECONIC,' NY Drawing Number: 14'-6" 17'-O" 14'-6" 5'-7 I /2" 3'-3" 5'-7 I /2" 5'-2" 3'-4" 3'-4" 5'-2" 5'-7 I /2" 3'-3" 5'-7 I /2" A A A I I I I � N BEDROOM 5 BEDROOM � 5 1 /2' 5 1 /2" 14'-0 I /2" 16'- I " 14'-0 I /2" o� N_ N 0 2 X 8 CEILI7. :::3�/' /E� U) LE NG JOISTS N 2 X 8 E G JOISTS @ 16" O.C. 2 X 8 CEIL G JOISTS — 1" O.C. 16' O.C. 5 1 S I /2" 5 1 /2" 3 1/" 31/2 " 5 1 /2" 4-1- 4'-6 I /2" 6: I I /2 14'-0 I /2" 0 0 3 3 M.BEDROOM m — 3° 3° 3° u1 N m L• LIN. F01 CL. ° SD 3 0 A a� 3 5 31/211 3 I /2" BATH O 4'-9" 4'-O" 4'-9" ° � ® DN 3 �n — m 6 S2� 2 ° 3 .I.C. O ° SD 3 W.I.C. N r ❑ _ OPEN .I. . m TO N BELOW N m in 30 ,n BEDROOM O i6 N� " „ 5 /2 5 5 I/2 BAT m 5 I /2 14'-0 I /2" 5'-0" 10'-7 14'-0 I /2" 2 X 8 CEILICQ 7777 NG JOISTS 26 0 @ 16" O.C. - M.BATH N 2 X 8 CEILIN G JOISTS 1 N o A A A A 5'- I 0 I /2" 3'-3" 5'- I O I /2" 2'-E" 5'-6 I /2" 5'-6 I /2" 2'-6" 5'- I 0 I /2" 3'-3" 5'- I 0 I /2" 14'- I I I /2" 16'- I" 14'- I I I /2" 46'-0" • J I I I I I I I f f t f t l t l . � t L L L L L L F c L F L E I i C F C L F C C e F C G s e i 0 F C 0 D C U W F- U W F- U Q '2 V J U 4 J J_ LL O Z O U) G W a Z W H . W 0 O w co O CL a W 2 O Z a 12 13 PITCH N u') O - 1 3/4" X 1 1 7/8" LVL RIDGE BEAM 12 PITCH 13 2�r 0 ATTIC R-30 BATT INSULATION 2—CAR GARAGE _7 13/4 X 117/8 LVL R N_I SCALE: 1/4" =1'-0" 51MP50N LCC DROPPED GIRDER TO STEEL COLUMN CONNECTION; VERIFY 51ZE STEEL COLUMN TO GIRDER STRAPPING DETAIL LAUNDRY 12 13 PITCH 1 3/4" X 1 1 7/8" LVL RIDGE BEAM 12 jo PITCH 113 BEDROOM O 13/4 X 117/8 TH 110 @ 16" DEN 1 (2) 1 3/4" X 1 1 7/8" LVL W/ 1/4" STEEL FLITCH PLATE DROPPED GIRDER CELLAR �I (4) 8D COMMON NAILS EACH 51DE 00 0 el. L5TA 51MP50N STRAP (TYPICAL) RIDGE TO RAFTER STRAPPING DETAIL -7 13/4 X 117/8 LVL ] ATTIC BATH S , i � S oit 1 3/4" X 1 1 7/8" LVL RIDGE BEAM `N 2X8@ IG"O.C. W/ R-30 BATT INSUL. 12 OG• 2�, 12 LC 13 PITCH �� jo PITCH 113 o � ti 13/4 X 117/8 TJI 1 0 @ 16" O.C. (2) 1 3/4" X 1 1 7/8" LVL W/ 1 /4" STEEL FLITCH PLATE DROPPED GIRDER 3 1/2" DIAM. STEEL b LALLY COLUMN ATOP ZX 2'X 12" REINFORCED CONCRETE FOOTING UY'P.) �-1 511VISPON H7Z TOP PLATE TO CONNECTOR STUD TO DOUBLE TOP PLATE TO RAFTER DETAIL M.BATH :r::f.::;. 13/4 X 117/8 TH 110 @ 6" O.C. FAMILY .a. . L.' ! PI R-30 BATT INSULATION 511VIPSON FLOOR TO FLOOR CONNECTOR C520 X 30 @ 32" O.C. 5TRAPPING * 51MPSON FTA 5TRONG-TIE5(TYP.) FLOOR TO FLOOR STRAPPING ROOF SPECIFICATIONS -GAF TIMBERLINE ASPHALT SHINGLES - 30 #FELT - 1/2" CDX PLYWOOD - 2x 10 RRs @ I G"o.c. -R-30 BATT INSULATION -PROVIDE HURRICANE TIE CLIPS @ ALL NEW RAFTERS WALL SPECIFICATIONS -VINYL CEDAR IMPRESSION SHINGLES - HOUSE WRAP - 1/2" SHEATHING - 2x6 STUDS @ I G"o.c. - R-21 BATT. INSUL. - 1/21 GYP. BD. ON WALLS AND CEILING ANCH. BOLT BOTTOM PLATE TO FDN.; 5/8" TH. BOLTS @ 39" O.C.(IYP.); PROVIDE 7" MIN. EMBEDMENT INTO CONCRETE FOUNDATION WALLS, 3"X 3/1 G" SQUARE WASHERS TO BE PROVIDED, SHALL BE PLACED WITHIN 12" FROM ANY CORNER, AND G"-12" FROM THE END OF EACH PLATE SECTION (2) #5 REBAR5 0" THICK REINFORCED POURED CONCRETE FOUNDATION WALL WITH 12" TH. X 18" SPREAD FOOTINGS -- (4) #5 REBARS 3" IN FROM FACE (2) #5 REBAR CONTINUOUS IN FTG. (TYP.) 4" TH. CONCRETE SLAB W/ G MIL. VAPOR BARRIER * GXG 10/ I 0 WWF Seal: Drawing Title: SECTIONS 5CHEDULE5 Project: NEW RESIDENCE 5MYTH 125 R051N50N LANE, PECONIC, NY Drawing Number: �1 �• t k z k � k G" TH. CONCRETE T m SLAB W/ G MIL. k VAPOR BARRIER • GXG 10/10 WWF k k k k 1 k SIECTION A -A k k i t SCALE: 1/4" =1'-0" 51MP50N LCC DROPPED GIRDER TO STEEL COLUMN CONNECTION; VERIFY 51ZE STEEL COLUMN TO GIRDER STRAPPING DETAIL LAUNDRY 12 13 PITCH 1 3/4" X 1 1 7/8" LVL RIDGE BEAM 12 jo PITCH 113 BEDROOM O 13/4 X 117/8 TH 110 @ 16" DEN 1 (2) 1 3/4" X 1 1 7/8" LVL W/ 1/4" STEEL FLITCH PLATE DROPPED GIRDER CELLAR �I (4) 8D COMMON NAILS EACH 51DE 00 0 el. L5TA 51MP50N STRAP (TYPICAL) RIDGE TO RAFTER STRAPPING DETAIL -7 13/4 X 117/8 LVL ] ATTIC BATH S , i � S oit 1 3/4" X 1 1 7/8" LVL RIDGE BEAM `N 2X8@ IG"O.C. W/ R-30 BATT INSUL. 12 OG• 2�, 12 LC 13 PITCH �� jo PITCH 113 o � ti 13/4 X 117/8 TJI 1 0 @ 16" O.C. (2) 1 3/4" X 1 1 7/8" LVL W/ 1 /4" STEEL FLITCH PLATE DROPPED GIRDER 3 1/2" DIAM. STEEL b LALLY COLUMN ATOP ZX 2'X 12" REINFORCED CONCRETE FOOTING UY'P.) �-1 511VISPON H7Z TOP PLATE TO CONNECTOR STUD TO DOUBLE TOP PLATE TO RAFTER DETAIL M.BATH :r::f.::;. 13/4 X 117/8 TH 110 @ 6" O.C. FAMILY .a. . L.' ! PI R-30 BATT INSULATION 511VIPSON FLOOR TO FLOOR CONNECTOR C520 X 30 @ 32" O.C. 5TRAPPING * 51MPSON FTA 5TRONG-TIE5(TYP.) FLOOR TO FLOOR STRAPPING ROOF SPECIFICATIONS -GAF TIMBERLINE ASPHALT SHINGLES - 30 #FELT - 1/2" CDX PLYWOOD - 2x 10 RRs @ I G"o.c. -R-30 BATT INSULATION -PROVIDE HURRICANE TIE CLIPS @ ALL NEW RAFTERS WALL SPECIFICATIONS -VINYL CEDAR IMPRESSION SHINGLES - HOUSE WRAP - 1/2" SHEATHING - 2x6 STUDS @ I G"o.c. - R-21 BATT. INSUL. - 1/21 GYP. BD. ON WALLS AND CEILING ANCH. BOLT BOTTOM PLATE TO FDN.; 5/8" TH. BOLTS @ 39" O.C.(IYP.); PROVIDE 7" MIN. EMBEDMENT INTO CONCRETE FOUNDATION WALLS, 3"X 3/1 G" SQUARE WASHERS TO BE PROVIDED, SHALL BE PLACED WITHIN 12" FROM ANY CORNER, AND G"-12" FROM THE END OF EACH PLATE SECTION (2) #5 REBAR5 0" THICK REINFORCED POURED CONCRETE FOUNDATION WALL WITH 12" TH. X 18" SPREAD FOOTINGS -- (4) #5 REBARS 3" IN FROM FACE (2) #5 REBAR CONTINUOUS IN FTG. (TYP.) 4" TH. CONCRETE SLAB W/ G MIL. VAPOR BARRIER * GXG 10/ I 0 WWF Seal: Drawing Title: SECTIONS 5CHEDULE5 Project: NEW RESIDENCE 5MYTH 125 R051N50N LANE, PECONIC, NY Drawing Number: 0 W N W m 0 0 W 1L Z W m O I W_ 0 U W m d W U O fyW IX W Oo 1- Z D Z ¢ U H U W H 2 ¢ N 5eal: ROOF SPECIFICATIONS TYPE ROUGH OPENING MODEL # QUANTITY (VMr1ED 0Y CONfRACfOR) NOTES DA DOUBLE -HUNG 31-0 1/511 x GI -0 7/8" -GAF TIMBERLINE ASPHALT SHINGLES - 30 #FELT 13 MEETS EGRESS REQUIREMENTS © 13/4" X 1 1 7/8" LVL 2'-811 x 5'-0 3/811 CX 15 3 - 1/2" CDX PLYWOOD © DOUBLE -HUNG P-10 1/8" x 5-0 7/8" RIDGE BEAMry) 2 ANDER5EN DOOR a D/H-COTTAGE - 2x 10 RR5 @ 16"o.c. TW2105 G 2 ANDER5EN DOOR 0 12 2'-0 5/81' x 4'-0 11211 C14 r\^'� -R-30 BATT INSULATION_ © CASEMENT 2'-8" x 4'-5 3/8" CX 145 3 5 RJ 5'2, 510LLECTION BY 21 5TYLE WITHO� REC14 WINDOW PATTERN 0 D/H- ARCHTOP -PROVIDE HURRICANE TIE CLIPS ALL WU2 105 10 2 AND RGOHTUNIITTNE TOLCREATE ONE SINGLE ARCHED UNIT PITCH 4 3'-0 1/2" x 2'-0 5/811 A31 2 @ NEW RAFTERS DI 13/4 X 11 7/8 RIDGE BEAM TW210410 8 JD ARCHTOP 4'-0 1/2" x 4'-8 911 G AFC245 I 2 x 10 160,o 2'-10 1/4" x 4'-0 1/2" CR24 N © AWNING 31-0 1/2" x 3'-0 14211 AXW3 1 C ® I 21-2 1/811 x 51-0 7/811 TW20410 2 (2) 1 3/4 X 9 1/2 LVL HEADER t` 2X8@ IG"O.C. WALL SPECIFICATIONS iv W/ R-30 BATT INSUL. -VINYL CEDAR IMPRESSION • SHINGLES wffiffiffim - HOUSE WRAP a� _ - 1/2" SHEATHING - 2xG STUDS @ I G"o.c. R-21 BATT. INSUL. - - 1 /2" GYP. BD. _ ts� ON WALLS AND CEILING o T b BEDROOM CL. N �1- 1� O i m O —bd Nw ANCH. BOLT BOTTOM 1 3/4" X 117/8" TJI 110 i TAPERED PTL 2 X 12 @ 1 G" O.C. PLATE TO FDN.: 5/8" TH. BOLTS @ 39" O.C.(".); PROVIDE 7" @ I G" O.C. MIN. EMBEDMENT INTO CONCRETE FOUNDATION WALLS,i 3" X 3/1 G" SQUARE WASHERS TO DE**;WG G ENT Y I I I 3 I/2 X 7 I/2 APB DROPPED GIRDER b BE PROVIDED, SHALL BE PLACED WRAPPED WITH AZEK - O WITHIN 12" FROM ANY CORNER, I ( AND 0-12" FROM THE END OF EACH PLATE SECTION i i 4 X 4 PTL CONCEALED WITHIN 12" DIAMETER r^" FIBERGLASS COLUMN T I • (2) #5 REBAR5 1 3/4" X 1 1 7/8" TJI 110 - t @ I G" O.C. W/ R-30 -- 1 I O" THICK REINFORCED I BATT INSULATION POURED CONCRETE FOUNDATION WALL 4 - (2) 1 3/4" X 1 1 7/8" LVL -- + Date: 04-24-13 WITH 12 TH. X 18 I W/ 1/4" STEEL FLITCH Scale: A5 NOTED SPREAD FOOTINGS i ib ' PLATE DROPPED GIRDER I (4) #5 KEBABS 1 1 3" IN FROM FACE I 3 I/2" DRAM. STEEL I ( Drawn By: J.N. (2) #5 REBAR LALLY COLUMN ATOP I ( CONTINUOUS i 2'X ZX 12" REINFORCED IN FTG. OW.) tCONCRETE �- I FOOTING (TYP.) 'v- , i ' Checked By: W.S. 4" TH. CONCRETE SLAB W/ G MIL. VAPOR BARRIER � GXG 10/ 10 wwr WINDOW SCHEDULE SEE B ..Y. SCALE: 1/4" = P-0" SYMBOL TYPE ROUGH OPENING MODEL # QUANTITY (VMr1ED 0Y CONfRACfOR) NOTES DA DOUBLE -HUNG 31-0 1/511 x GI -0 7/8" TW210510 13 MEETS EGRESS REQUIREMENTS © CA5EM ENT 2'-811 x 5'-0 3/811 CX 15 3 MEETS EGRE55 REQUIREMENTS © DOUBLE -HUNG P-10 1/8" x 5-0 7/8" TW 18410 2 ANDER5EN DOOR 0 D/H-COTTAGE 31-0 1 /811 x 51-8 7/811 TW2105 G 2 ANDER5EN DOOR 0 CA5 E M E NT 2'-0 5/81' x 4'-0 11211 C14 2 TION BY 5 5�2.5f21E5TYLEWITHOLMES: REC14 WINDOW PATTERN © CASEMENT 2'-8" x 4'-5 3/8" CX 145 3 5 RJ 5'2, 510LLECTION BY 21 5TYLE WITHO� REC14 WINDOW PATTERN 0 D/H- ARCHTOP 31-0 1/811 X 0-0 74811 WU2 105 10 2 AND RGOHTUNIITTNE TOLCREATE ONE SINGLE ARCHED UNIT AWNING 3'-0 1/2" x 2'-0 5/811 A31 2 MEET5 EGRESS REQUIREMENTS DI DOUBLE -HUNG 31-0 1/811 x 5'-0 7/811 TW210410 8 JD ARCHTOP 4'-0 1/2" x 4'-8 911 G AFC245 I DK FR. CASEM ENT 2'-10 1/4" x 4'-0 1/2" CR24 I © AWNING 31-0 1/2" x 3'-0 14211 AXW3 1 I ® DOUBLE -HUNG 21-2 1/811 x 51-0 7/811 TW20410 2 WINDOW MODEL NUMBERS AND ROUGH OPENINGS REPRESENT ANDERSEN STANDARD UNITS DOOR SCHEDULE SYMBOL TYPE ROUGH OPENING MODEL # QUANTITY NTRIRED BY CONTRACTOR) NOTES 01 ENTRY DOOR 31-011 x 8'-0" 2134 I TRADITIONAL51MP5ON OR, EQUAL 0 PAIRED FRENCH G1-011 x 81-011 FWH GO80APLR I ANDERSEN DOOR 0 PAI RED FRENCH 0-011 x 8'-011 FWI1G080APLR I ANDER5EN DOOR ® FRENCH 3'-1 11 x 0-811 FWH3 I G8AR I ANDER5EN DOOR 0 GARAGE DOOR 10'-0" x 8'-0" SERIES 2 I TION BY 5 5�2.5f21E5TYLEWITHOLMES: REC14 WINDOW PATTERN © GARAGE DOOR 101-0" x 8'-0" SERIES 2 I 5 RJ 5'2, 510LLECTION BY 21 5TYLE WITHO� REC14 WINDOW PATTERN 07 BASEMENT ENTRY 1 3'-111 x �' —81' IfWH31G&AP, I ANDERSEN DOOR Drawing Title: SECTIONS � SCHEDULES Project: NEW RESIDENCE 5MYTH 125 R05IN50N LANE, PECONIC, NY Drawing Number: (11