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HomeMy WebLinkAbout41298-Z ���gUFFol,fcpG� Town of Southold 10/16/2017 P.O.Box 1179 0 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39292 Date: 10/16/2017 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1130 Strohson Rd., Cutchogue SCTM#: 473889 See/Block/Lot: 103.40-6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/16/2016 pursuant to which Building Permit No. 41298 dated 1/19/2017 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 COVERED PORCH, ATTACHED TWO CAR GARAGE AND UNFINISHED BASEMENT,AS APPLIED FOR The certificate is issued to Finnican,Michael of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0077 10-12-2017 ELECTRICAL CERTIFICATE NO. 41298 09-20-2017 PLUMBERS CERTIFICATION DATED 10-03-2017 hael Finnican A t ed Signature sial FFall TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41298 Date: 1/19/2017 Permission is hereby granted to: Hauser Family Trust 5 Apollo Ln Hicksville, NY 11801 To: construct a new single-family dwelling as applied for per SCHD approval. i At premises located at: 1130 Strohson Rd., Cutchogue SCTM # 473889 Sec/Block/Lot# 103.-10-6 Pursuant to application dated 12/16/2016 and approved by the Building Inspector. To expire on 7/21/2018. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,486.40 CO -NEW DWELLING $50.00 Total: $2,536.40 ui ding Ins ector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy -New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 / Date. 11A_ J(o_oZ0]G New Construction: V Old or Pre-existing Building: (check one) Location of Property: �Bl/Lj �� d House No. Street H let Owner or Owners of Property:�6 �P G �/' �/y'i✓l Com / Suffolk County Tax Map No 1000, Section Z Block ! Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ DU " Applica Signat e Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 a� roger.richert(aD-town.southold.ny.us Southold,NY 11971-0959 " 01 um BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION IssUed To: Finnican (Hauser Family Trust) Address: 1130 Strohson Road city,Cutchogue st: New York zip: 11935 Building Permit#: 41298 Section: 103 Block: 10 Lot: 6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: HOME OWNER DBA: License No: 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 INVENTORY Service 1 ph Heat GAS Duplec Recpt 61 Ceiling Fixtures 21 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 6 Wall Fixtures 11 Smoke Detectors 2 Main Panel A/C Condenser 1 Single Recpt 1 Recessed Fixtures 27 CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 1-30A Emergency FixtureTime Clocks Disconnect Switches 64 Twist Lock Exit Fixtures 0 TVSS Other Equipment: 5- Paddle Fans, 2- Exhaust Fans, 1- Range Fan, Electric Cook Top, Electric Oven, 8- Combination Smoke/CO Detectors, 1- Combination ARC Fan /GFCI Circuit Breaker, Notes: 3- GFCI Circuit Breakers, 3- ARC Fan Circuit Breakers. 20KW Standby Generator with 200A Transfer Switch. Inspector Signature: Date: September 20, 2017 0-Cert Electrical Compliance Formas so Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 0 Southold,NY 11971-0959 1*7 QUNT`�,�,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date:.Zv�(/� ®/� Building Permit No. Owner:/./L-A�/P/- Z�efr(�v (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. I!§b s Signature) u th Sworn to before me this 1 day ofOCA-6 Pr , 2011_ �A 0A, Z Notary Public, S L` —County TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2AVB SO(/T�, �o� olo cOUM'1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) 'o o -4071r-,t, 0vnz,.-- Dk--1 _ REMARKS. f-"O�N �W�t twv, ve (01 -�. -� -. 6) DATE 3INSPECTOR ly ieb OF SOblyo H O cOUNi'l,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION rUNDATION 1 ST [ ] ROUGH PL13G. UNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELEC ICAL (FINAL) REMARKS: Dwmpr4,'p'.cA DATE INSPECTOR �l y � � SOF SOUly �o� opo H O old UMV,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING_ [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] EL CTRICAL (FINAL) REMARKS: O (IQ 1 Lk D DATE INSPECTOR so �o� olo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ICN [ ] FOUNDATION 1ST [ . 'ROUGH PL13G. [ ] F UNDATION 2ND [ ] INSULATION [ FRYING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT ICAL (FINAL) EMARKS: A,,,, �<< $�> K ALI/ rrO"" (A f g;l'lWJVA 0�- Vl IVA DATE /3 INSPECTOR ury g q souls o�o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [/FIRE L [t 'FIREPLACE & CHIMNEY [ SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRI L (FINAL) It EMARKS: vVWW Dlvlvm �m� Cow)�,,,Vlk 016AI �yaw&lonq pv,\/ -4iuljPlki o DK 4orw fqk�--9�40y\ Cx*, Aawulvio�6 Ai (wavwtwA Due+ � 4-&, vt t� V is VI DATE INSPECTOR OF SOUTyolo TOWN OF •SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR 7= i oF so�Tyolo COY TOWN OF, SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 1,za- - a1, DATE a INSPECTOR `" • Of SO(/T�o TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION" [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ LINSULATION [ ] FRAMING / STRAPPING [ ] FINAL AfP [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION' [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: no ilokl ,-'Ot&y cA - ",00aec�-- Q o t V� nV ACTJ DATEjbl*:�'- INSPECTOR pF SOUTyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION- , [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR ` IFT Delfino insulation Co., Inc. 317 Bumman Blvd,Calverton,NY 11933 CERTIFICATE OF INSULATION JOB INFO: Mike Finnican DATE OF INSTALLATION: p 06/14/17 17.30 Strohson Road Cutchogue,NY M35 CEILINGS WALLS TYPE INCHES R VALUE TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑ CLOSED CELL FOAM Q CLOSED CELL FOAM V R-7 ❑ CLOSED CELL FOAM ❑ CLOSED CELL FOAM 27 R-13 Q FIBERGLASS R-38 FIBERGLASS R-19 ❑ FIBERGLASS Q FIBERGLASS ❑ CELLULOSE ❑ CELLULOSE Cellar/Crawl Ceilings Cellar/Crawl Walls TYPE INCHES RVALUE TYPE INCHES R VALUE ❑ OPEN CELL FOAM ❑ oPEm CELL FOAM ❑ CLOSED CELLFOAM ❑ CLOSED CELL FOAM 0 FIBERGLASS R-31 Q FIBERGLASS rl CELLULOSE z - ❑ CELLULOSE D FIRE CAULKED TO CODE DATE OF INSTALATION: 06/14/17 ❑ FIRE BLOCKED TO CODE DATE OF INSTALAMON: F] AIR SEAL SUBSTATE TO CODE DATE OF INSTALATIOW 06/14/17- I Tammy Mazzara certify that the residence referenced above was insulated as per signed proposal by builder/homeowner,and the installation was conducted in conformanceto applicable codes and standards and regulations.' AUTHORRIM SIGNATURE L� u DD JUL 2 1 201 BUMDING DEPT. TOWN OF SOUTHOLD i Envelope and Duct Tightness Report D ended by the 2016 New Yorks State Supplement,sections 402.4.1.2 and 403.3.4 ( dr4Qof2D$Wt: 1 0 Strohson Road,Cutchogue Test Date: 9/27/2017 Building Permit#:; Compliance Pathway: Prescriptive BUILDING DEPT- WWWWWWWris Silvia RESNET Rater ID#: 4150294 Home Energy Solutions NATE ID#: 187 East Main Street ICC ID#: Huntington, NY,11743 BPI ID#: Phone Building Envelope Tightness Volume Calculations: Check if: Floor Area Height Volume ❑ Conditioned Basement_ Basement 0 ❑ Conditioned Crawl Space 1st 1,680 9.0 15,120 ❑ Sealed Attic 2nd 1,098 8.0 8,784 3rd 0 Attic 0 *The conditioned floor area of dwelling is calculated in accordance with ANSI Z765,except that conditioned floor area Total Volume: 23,904 includes areas where the ceiling height is less than 5 feet. CFM @ 50pa: 1190 Air Changes/Hour @ 50pa: 2.99 Code Compliance: PASS Duct Tightness : Post Construction Test -Total Duct Leakage System#1: 1st Floor Duct Location: Attic Floor Area: 2,778 Leakage: CFM @ 25pa: 110 CFM/100 ftz CFA: Code Compliance: PASS System#2: Duct Location: Floor Area: Leakage: CFM @ 25pa: CFM/100 ftz CFA: Code Compliance: N/A System#3: Duct Location: Floor Area: Leakage: CFM @ 25pa: CFM/100 ftZ CFA: N/A Code Compliance: N/A Building envelope tightness has been verified using instruments and procedures specified in ASHRAE/ASTM E779 or ASTM E 1827 as required by the 2015 IECC as amended by the 2016 New York State Supplement, Section 402.4.1.2. The building duct and plenum system has been verified as required by the 2015 IECC as amended by the 2016 New York State Supplenment, Section 4033.4. 117 Signature: Date: �7 Chris s�, Home Energy Solutions THEA 1114 O � meV1 ,17 13 • • NMI �I FOUNDATION La� M li,1111;151INSULATION \�� FOUNDATION (2ND) ,mlo! RUM ROUGH FRAMING& PLUMBING lo 1"ZU . . STATE ENERG17 CODE d1mm Vol 96M, r III ADDITIONAL COMMENTS YAY • �� �. ' � � .. � � M1 74 _ TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST -BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 ""V Survey South oldTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees D C.O.Application v Flood Permit Examined '20� --Single&Separate DEC 1 6 2016 Storm-Water Assessment Form Contact: Approved ,20LT gU"=;+DEM M Mail Disapproved a/c TOWN OF SOUTHOLD Phone:655/- / c --s 2� Expiration -7 ,20 41) Buil i ns or APPLICATION FOR BUILDING PERMIT Date z6 520 40— 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 code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. C C (Si ature of plicannt or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises � � &1"1-401 G?-w l�61 E r✓I gin ( (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will b5 done: P , ;k,;:; ,�,�.{a ,n; 7—r���O �✓ s" �L_ .._ �i:l'3.: 13rr '�t�1%=' D91 1-e 6 �— House Number Street Hamlet / County Tax Map No. 1000 Section Block to Lot l0 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy S I 3. Nature of work (check which applicabl : New Building V Addition Alteration Repair Removal Demo i ion Other Work 00 7'� `&2.'1tf�xA 1 (Description) 4. Estimated Cost O� o • b c7 Vd ��' .� } (rTq k e paid on filing this application) 5. If dwelling, number of dwelling units f V Number.,odwellinguriis on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specff"nature,an 16 ,MT nt of each type of use. 7. Dimensions of e uctures, if any: Front7�W- str Rear 4 Depth Height 20 60 Number of Stories Dimensions of same structure with alteration or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front O Rear Depth 10. Date of Purchase 4ame of Former Owner , SSE ��iN/� ��y as 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ✓ 13. Will lot be re-graded? YES �/NO Will excess fill be removed from premises? YES +/ NO 14. Names of Owner of premises Address Phone No. Name of Architect F Lffig LMCA Address Id5b AM ki rMPhone No ? `717 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 v"- * 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) S: COUNTY OF&Ar)JO AI�lc z �f✓�/ being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the O w N e iz. (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the applicationged tWrewjth. een ayme Notary,001ic,State of New York Sworn to before me this No.9' HA4816018 day of � ibr cion Expires ©/ 11 ` CC� Notary Publi ' Sig e of Applicant f, S "btt A. Russell mss` i� SUPERVISOR U 1� �' I\\J[ANA(G IEI\�IUENIF SOUIiiOLDTOWNHALL-P.O.Box 1179 0� �-'��v�� Town of Southold 53095 Ma!"n Road-SOUTHOLD,NEW YORK 11971 .`. {t E 'O' �f 1 t! 3j lCHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET 3 ( TO BE COMPLETED BY THE APPLICANT ) ;3 E C.1 6 T gIS PROJECT INVOLVE ANY ®F THE FOLLOWING: I.OVIINIG: (CHECK ALL THAT APPLY) Yes t10 ❑ ' A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. I ❑ a B_ Excavation or filling involving more than 200 cubic yards of material 1 within any parcel or any contiguous area. El �s C. Site preparation on slopes which exceed 10 feet vertical rise to I100 feet of horizontal distance- Ell, istance_ ❑CJD. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted f] F. Installation of new or resurfaced impervious surfaces of 1,000 square 'i ,4 feet or more, unless prior approval of a Stormwater Management '11 Control Plan was received by the Town and the proposal includes ,f !; in-kind replacement of impervious surfaces. _ ;t If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, ;1 Signature, Contact Information, Date & County Tan Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan :t= and a completed Check List Form to the Building Department with your Building Permit Application. S.C.T.M. : 1000 Date, APPL'ti CANT: (Property Ow er,Design Professional,Agent,Contractor,Other) District NPA! 4 Section Block Lot FOR BUILDING DEPART_ NME,NT USE O I-," Conta{!t Information_ I i! 7d�vnm, Reviewed By: tt — —'I — — — — — — — — — — — — — — — — Date. log— b`J lP Pro perty Address / Location of Construction Work: — — — — — — — — - — — — — — — — - -; Approved for processing Building Permit. Rcl ❑ Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required (Forward to Engineering Department for Review) `t FOP}1 f SNICP -TOS MAY 2014 APPLICANT: S.C.T,M,#: 1000 S CHAPTER 236 ^ (Properry Owner.Design Professional.Agent,Contrattor,_Other) .-+ .,_ -- — —_ --- —-- _�_ ----__ ----- 103-- --fo�--�_ -- - -- =tormwa�cei-ivianagemen�c-concx u rz�an�:rir;ix� Lim 1.-__._�___. NAME: Section section Block Lot - w tl �, S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Date: * The applicant must provide a Complete Explanation and/or Reason for not providing 5a 3 all Information that has been Required by the following Checklist! �muu,nrt Taleylmnr Nnm4er. O I. A Site Plan drawn to scale Not Less that 60' to the inch MUST NA If You answered No or NA to any Item, Please Provide Justification Here[ YES NO, Show all of the following items: If you need additional room for explanations, Please Provide additional Papel a. Location & Description of Property Boundaries b. Total Site Acreage. c. Existing - Natural & Man Made Features within 500 L.F. ' of the Site Boundary as required by §236-1702). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. ARE REQUIR EV e. Limits of Clearing & Area of Proposed Land Disturbance. 0 I DRAIN PEG* 765-1560 beT01 f. Exist ing & Proposed Contours of the Site (Minimum z intervals) ! Contact Certification OPP g. Location of all existing & proposed structures, roads, Backfill,oFt provide E"6 ininstalled to Code. driveways, sidewalks, drainage Improvements & utilities. Itlat the drama h. Spot Grades & Finish Floor Elevations for all existing & proposed structures. I. Location of proposed Swimming Pool and discharge ring. it j, Location of proposed Soil Stockpile Areas). II k. Location of proposed Construction Entrance/Staging Area(s). 'I11 EROSION &SEDIMENT CONTROLS 1. Location of proposed concrete washout area(s). ii Shall include but not be limited to: iTl. Location of all proposed erosion&sediment control measures. i A well maintained Constru&ion 2. Stormwater Management Control Plan must Include Calculations showing ;l Wire Backed that the stormwater Improvements are sized to capture,store,and Infiltrate on-site the run-off from all impervious surfaces generated by a two(21 Inch rainfall/storm event. 3 Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: ' a. Erosion & SediTien( Controls, i b. Construction Entrance & Site Access. c• Inlet Drainage Structures (e,g.catch basins,trench drains,etc.) d. Leaching Structures (e. • infiltration basins,swales,etc.) I 1't)It I NG(NI.-'E ING 'A T ' USC ONLY"'" ly Additional Information is Required. Reviewed & Stormwater Management Control Plan is Not Complete. Approved By. — — — — — — — — — — — — — — — — — — — — — — — — - Stormwater Management Control Plan IS Complete. Date: /;(z 1P /b I ® SMCP has-been approved by the Engineering Department , I i FORM " SWCP Check List -TOS MAY 2014 i i - OF So�lyDl � o Town Hall Annex Telephone(631)765-1802 54375 Main Roady o(631)75 P.O.Box 1179 roger.richertwnso6u5oo nV as Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION j REQUESTED BY: . Date: 3 -p z© Company Name: d - Name: r V License No.: tYl N 5 0� Address: Phone No.: - J JOBSITE INFORMATION: (*Indicates required information) *Name: RIZ-AW-L ;/ AI l CAN *Address: //,30 x'74®14 S 0/11leb 4D , G ��� /6 cl lib= � *Cross Street: �, L 14/1Ael *Phone No.: t Permit No.: _ d / 2-9 9 Tax-Map District: 1000 Section: 2-3 Block: _ Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) I (Please Circle All That Apply) *Is job ready for inspection: YES/ NO Rough in =�Final *Do you need a Temp Certificate: :YES) NO Temp Information(if needed) *Service Size: 1 Phase 3Phase 100 150 300 350 400 Other *New� ice: Re-connec Unde ground 'Number of Mete I Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 0Q �CNOO '�\CO \X 1"V 82-Req6est for Inspection Form � C,�� �� Town Hall AnnexGy�t Telephone(631-1802 54375 Main Road rc Fax(631)734-9502 P_ O_ Box 1179 CD co Southold, NY 11971-0959 %,ti. % i �r 'V j BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: Location of Property: c Please take notice that the (check applicable line): New residential structure Addition to existing residential structure } 4 Rehabilitation to an existing residential structure to be constructed or performed at the subject pcgperty reference above will utilize (check app"cable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: �- Name (person submitting this form): /Kase' Capacity(c ck applicable line): Owner Owner representative TrussResReg15.docx Effective 1/1/2015 6" DIAMETER REFLECTIVE RED ROMAN ALPHANUMERIC - -PANTONE--- - - - - - - -- - - ----DESIGN-ATION-OF CON STRUCTiON _ (PMS) #987_ TYPE BASED-ON-SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE igg 2MIN_ REFLECTIVE WHITE 4 112" STROKE : -._.._-.-•--------__-- ' -._ ... .-:•OESiGN�4'i`I'ON"FOR'-STRUCi`EtEt'At ' ..- =-=-._._.._.�:_.__.._-__�_--:--'_•-•-----. •--•- -----• COMPONENTS THAT'ARE OF TRUSS CONSTRUCTION "F" FLOOR FRAMING, INCLUDING GIRDERS�AND BEAMS-, , - "R" ROOF FRAMING "FR" FLOOR AND ROOF FRAM114G TRUSS IDENi1FICATION SIGN CON"JANCE WITH 19 W.CRR PART 12651. WrMSCALE _ CpDEs DIVtSiDN DWFLE TRUSS IDENTIFICATION SIGN DATE 03(0&2005 u NEW YORK STATE DEPARTMENT OF STATE ,.�ti ; %•' DIVISION OF CODE ENFORCEMENT AND ADMINISTRATION a !t}EP:�S27'bIENT,d'F'�-�iCF�: i i Chicago Title Insurance Services, LLC /I TITLE NO: C 16-7474-17166-SUFF District: 1000 Section: 103.00 Block: 10.00 Lot: 006.000 Town of Southold,New York Gentlemen: CHICAGO TITLE INSURANCE SERVICES, LLC hereby certifies- to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk disclose no`other further conveyance of any of the foregoing lots other than as set forth. CHICAGO TITLE INSURANCE SERVICES, LLC certifies that the above-captioned property has been in single and separate ownership of Michael Finnican and Leslie Finnican, his wife and his/her predecessors in title since prior to 04/01/1957 except as follows: (see attached chains of title) No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty Five Thousand Dollars ($25,000.00) and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: January 6, 2017 CHICAGO TITLE INSURANCE SERVICES,LLC Sworn to before me this AN UVA 6th day of January,2017 Not Pu MARY 8_CATAL.00 Notary P'61ir t.te of New York �o ":_7559 O.'t-hfi,d,ir a1c�County 24 Commerce Drive•Riverhead,New York 11901 • (631)284-2400•Fax: (631)574-235$ l i fA Chicago Title Insurance Services, LC VVV I. TITLE NO. C16-7474-17166-SUFF STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) JEAN DUVA, being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM 1000-103.00-10.00-006.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 04/01/1957. SUBJECT PREMISES: 1000-103.00-10.00-006.000 Jeremiah C. Soper and Henrietta Soper,his wife Liber 4210 cp 337 TO Dated: 10/31/1956 Charles C. Hauser and A. Madeline Hauser,his wife Rec'd: 11/08/1956 Charles C. Hauser and A.Madelene Hauser,his wife Liber 11484 cp 480 TO Dated: 05/29/1992 A. Madelene Hauser Rec'd: 06/17/1992 (premises and more) No proof of death for A. Madeline Hauser a/k/a Madeline Hauser in Suffolk Surrogates Court. CHICAGO RANCE SERVICES,LLC BY: JE Sworn to before me this 6th day of January, 2017 a 1 WtaVW Public �- VARY-f.CAT A L D0 Notary Public, i3i?-A New York NO "IC69 QV-31;1,'H-C' i folk County Cornm!5310 .cest�_ tea 24 Commerce Drive 9 Riverhead,New York 11901 • (631)284-2400 •Fax: (631)574-2355 i Chicago "Title Insurance Services; LLC Lee Ann Chellis, as Executor of the Estate of Liber 12620 cp 513 Madelene Hauser a/k/a A. Madelene Hauser Dated: 12/17/2009 late of 5 Basket Lane,Hicksville,NY 11801, Rec'd: 03/30/2010 who died intestate on November 9, 1999 (premises and more) TO Lorraine Losche No proof of death for Lorraine V. Losche a/k/a Lorrine Losche in Suffolk Surrogates Court. Lee Ann Chellis, as Administrator of the Estate of Liber 12862 cp 732 Lorraine V. Losche (a/k/a Lorrine Losche)late of Dated:10/28/2015 5 Basket Lane,:Hicksville,NY 11801 who died on Rec'd: 05/02/2016 April 8,2003 (premises and more) TO Lee Ann Chellis and Linda Plank,as Trustees or their Successor in Trust under the Hauser Family Trust dated, March 25, 2011 Linda Plank and Lee Ann Chellis, as Trustees of the Liber12890 cp 162 Hauser Family Trust, dated March 25,2011 Dated:10/11/2016 TO Rec'd:11/30/2016 Michael Finnican and Leslie Finnican,his wife LAST DEED OF RECORD PREIVHSES EAST:'Strohson Road CHICAGO TITL SURANCE SERVICES,LLC BY- . JE D ' Sworn to before me this 6t'day of January, 2017 Not Publichu Notary r v -hc, _ t Ne,.-4 York -.13 QuE.11,fied�,; .,i^vk County 24 Commerce Drive•Riverhead,New York 11901 • (631)284-2400 •Fax:(631)574-2355 s - - Chicago Title Msurance Sakes, -LLC PREMISES SOUTH: 1000-103.00-10.00-007.000 Jeremiah C. Soper and Henrietta Soper,his wife Liber 3977 cp 326 TO Dated: 08/20/1955 Anna M. Marchak and James M. Roth Rec'd: 09/21/1955 Anna M. Marchak and James M. Roth Liber 8282 cp 147 TO Dated: 07/14/1977 Anna M. Marchak Rec'd: 08/04/1977 Anna M. Marchak Liber 9387 cp 546 TO Dated: 05/19/1983 Scott Simonson Rec'd: 07/15/1983 Scott Simonson Liber 9497 cp 339 TO Dated: 12/12/1983 Agathoclis Serghiou and Helen Serghiou,his wife Rec'd: 01/18/1984 Agathoclis Serghiou and Helen Serghiou,his wife Liber 11628 cp 361 TO Dated: 04/12/1993 Susan Norton Rec'd:05/07/1993 LAST DEED OF RECORD PREMISES WEST: 1000-103.00-10.00-005.000 Henrietta Soper Liber 2064 cp 460 TO Dated: 04/06/1937 Jeremiah C. Soper and Henrietta Soper,his wife Rec'd: 09/25/1939 (premises and more) Henrietta Soper died 03/08/1963,no proof of death in Suffolk Surrogates Court. CHICAGO TI E SURANCE SERVICES,LLC BY: JE UVA Sworn to before me this t' y ofJanuary,2017 NotaxNY-Public k county 24 Commerce Drive•Riverhead,New York 11901 • (631)284-2400 • Fax: (631)574-2355 Ir A IQO�g Chic'ago' Title Insurance Services, ITC J Jeremiah C. Soper Liber 6489 cp 350 TO Dated: 01/02/1969 Joseph A. Barbato and Catherine Barbato, his wife Rec'd: 01/15/1969 (premises and more) Joseph A. Barbato and Catherine Barbato,his wife Liber 6813 cp 423 TO Dated: 09/02/1970 Joseph A Barbato Rec'd: 09/25/1970 Joseph A. Barbato Liber 8998 cp 276 TO Dated: 05/01/1981 Michael Solenick and Norma Solenick,his wife Rec'd: 05/06/1981 Michael Solenick and Norma Solenick,his wife Liber 11909 cp 123 TO Dated: 07/29/1998 Schembri Homes, Inc. Rec'd: 08/05/1998 Schembri Homes, Inc. Liber 11965 cp 299 TO Dated: 05/03/1999 Jon F. Baker and Sheila E. Baker,his wife Rec'd: 05/26/1999 LAST DEED OF RECORD CHICAGO TITLE INSURANCE SERVICES,LLC BY: �) JEAN D A Sworn to before me this 6'' day of January, 2017 *NoPujbljic �'� Not3rf P I j b i 3 ;iiJ:'--()j3ey(York gin. 1v ;�St3 Qual'he,J rn Su i��Ik County Alk 24 Commerce Drive•Riverhead,New York 11901 • (631)284-2400•Fag: (631)574-2355 120 feet to a point; and thence south 84 degrees, 54 minutes and 20 seconds east, and along the southerly side of Baldwin Place, 240 � feet to the point or place of beginning. Said premises being the same premises conveyed to the party of the first part by Jeremiah C. Soper and Henrietta Soper by deed Iri dated the 31st day of October, 1956, and recorded in the office of the Clerk of Suffolk County in Liber 4210, page 337 of Conveyances on November 8, 1956. TOGETHER with all right, title and interest, if any, of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof; TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises; TO HAVE AND TO HOLD the premises herein granted unto the party of the second part, the heirs or successors and assigns of the party of the second part forever. AND -the party of the first part covenants that the party of the first •party has not done or suffered anything whereby the said premises have been encumbered in any way whatever, except as aforesaid. AND the party of the first part, in compliance with Section 13 of the Lien Law, covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the 4 ORDED ` 68r-bt.t.tA,r. A.Photos,t R.mnbnK• I1 RBLYKBcn O.1—LAW BLANK PUV LBN[w� Wl"Inty Deal wKb FVII C"110MN rndrvldV.l 1 1 - e0 EXCNANGe PLAGe.AT BROADWAAY..NNCW YORK 1fi1• ,T� uBER42%P [33 THIS INDENTURE,made the 31st day of oe tober, ,nineteen hundred and fifty-six, 4 BETWEEN JERRMIA$ C. 31PER and AE1vRIETTA SOPER, his wife, residing at No. 24 Hutcheson Place, Lynbrook, Nassau County, Now York, pail ies of the first part,and CHARLES C. HAUSER and A. MADELINE HAUSER, his wife, residing at No. 89-76 218th Street, Queens Villager New York, parties of the second part, i WITNESSETH,that the partie s of the first part,in consideration of one hundred (3100.00) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -Dollars, lawful stoney of the United States, and other good and valuable consideration paid by the part ies of the second part do hereby grant and release unto the part ies of the second part, their heirs, dis trlbutees - - - - - - ' - - - -and assigns forever, r ALL that plot, piece or parcel of land, situate, lying and being near Peconic, Town of Southold, County of Suffolk and State of New York, bound r and described as followst BEGINNING at the corner formed by the intersection pf the southerly side of Baldwin Place and the westerly side of Strohson Road; running ; thenc46outherly along the westerly side of StrphsGn Rond,120 feet; thence ;i north 84 degrees, 54 minutes and 20 seconds west, 240 feet to a point; thence north 5 degrees, 05 minutes, 40 seconds east, and parallel with the II westerly side of Strohson Road, 120 feet to a point; and thence south 84 I degrease 54 minutes and 20 seconds east, and along the southerly side of I� —Baldwin Place, 240 feet to the point or place of beginning. D [Ec7'ov[E D BUI.DI G DEPT. TOWN OF SOUTHOLD a .Q s ;_r pF SO!/�y®lo Town Hall Annex Telephone(631)765-1802 54375 Main Road 41e Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 � . October 13 2017 BUILDING DEPARTMENT TOWN OF SOUTHOLD Michael Finnican 1130 Strohson Rd Cutchogue NY 11935 TO WHOM IT MAY CONCERN: ®� 9T.he Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: JY 4 N/OTE: Still need the original copy of the Building Envelope and Duct Tightness Report 1�A"� Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. avr- d t o s ��-o Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT - 41298 - New Dwelling i TEST HOLE DATA I I I TEST HOLE DUG BY McDONALD GEOSCIENCE — — ON AUGUST 31, 2016 IRON PIN —�'- — GROUND ELEV: 16.0' FOUND _ FENCE ° BROWN LOAM (OL) '"�` — — POST X39 1 159° BROWN SILTY SAND (SM) � y` a �a� BALDNIV PLAPP �►2.5 1�9 \ ��6 0 UTILITY *1e�� \� 4�0 \ 50 WIDE 151 3�a • ; Q 46" ti�1i'�1 POLE �16 / ` --�APPROX WATER MAIN a* _I_^ J R°4 =14- —— 14 (PAVED ROAD OVERHEAD WIRES UTILITY ) \ '6R --�,i- --._� 4�4 2Q E `'1� 3 POSE / PALE BROWN FINE SAND (SP) a WATER �,5o I 14p0 16 4 a VALVE \ \ S\ 0*Qum 240.00N. Jtjm N. 4'ff ... SIGN \ — 15 0 ---- 45. + C *15$° LL a S.T. N HYDRANT \\' 15.3 N \ \ O $ _ L.P. (FLANGE NUT 17.16) 1y°' WATER IN PALE BROWN FINE SAND (SP) ��j \17' _ — — — —— — -� — 16- — so _ — _ 1a60 *1!\ \ 16\ COMMENTS: WATER ENCOUNTERED \\ \\ 28'c *`66 \ 15.3' BELOW SURFACEW \\ � ,�� — — ,8\ ,GAR. 8.6 r_____ 50.0I PROP. I Q _ _ � KUSE FENCE Z' +�69 a�s 15�� _Aa \ 45.5' \ &0' SUBJECT PREMISES AREA = 28,800 SQ. FT. (0.661 Ac.) Lo THE PRQMSES HEREON BEING KNOWN AS LOT 6, BLOCK 10, SECTION 103, DISTRIRICT 1000 AS SHOWN ON THE OFFICIAL TAX MAPS OF SUFFOLK COUNTY. REFERENCE IS MADE TO LIBER 000012862, PAGE —\ ,,�� \+1�9� �� 34.0' 732 RECORDED IN THE SUFFOLK COUNTY CLERKS OFFICE ON MAY 2, 2016. ' r -- til, � N R4—-- � _—�.�� *166 +1p v" 54'20 W — — ---.�: TOPOGRAPHIC INFORMATION HEREON WAS INTERPOLATED FROM AN ACTUAL FIELD SURVEY BY THIS 240,00' OFFICE ON AUGUST 8, 2016. ALL ELEVATIONS ARE RELATIVE TO NAVD-88 DATUM. I LAWN MAINTENAINCE WELL 1561 15�" THE PREMISES HEREON DOES NOT LIE IN AN AREA OF SPECIAL FLOOD HAZARD (ZONE X) AS (NOT FOR DOMESTIC USE) I DEPICTED ON FLOOD INSURANCE RATE MAP NUMBER 36103CO164H, REVISED SEPTEMBER 25, 2009. I IRON PIN FOUND ALL RESIDENCES WITHIN 150 FEET OF THE PREMIES ARE SUPPLIED BY CITY WATER. I THE SURVEYOR'S SEAL, SIGNATURE AND ANY CERTIFICATION APPEARING HEREON SIGNIFY THAT, TO I THE BEST OF HIS KNOWLEDGE AND BELIEF, THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE I MINIMUM STANDARDS FOR LAND SURVEYS AS SET FORTH IN THE CODE OF PRACTICE ADOPTED BY SURVEY OF PROPERTY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, INC. PREPARED FOR CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THIS SURVEY WAS PREPARED, AND ON HEMEL FIN] ICAN � 0�: HIS BEHALF, TO THE TITLE COMPANY, LENDING INSTITUTION AND GOVERNMENTAL AGENCY LISTED I �. � HEREON; SAID CERTIFICATIONS ARE NOT INTENDED TO RUN TO ADDITIONAL 1111.E COMPANIES, LENDING AND c1,, INSTITUTIONS, SUBSEQUENT OWNERS OR FUTURE CONTRACT VENDEES. SU ►"" :r, " ri LrESLIE FINNICAIV SUFFOLK CC_ t�TY dEPA,RT;A.;±FIT Ot'HEALTH..Et:V10ES UNDERGROUND IMPROVEMENTS, STRUCTURES, UTILITIES OR ENCROACHMENTS, AND ANY EASEMENTS nt:crjt Fo.^.APPROVAL OF CA*is i l.crto,n Fd,"A11, - a.. RELATED THERETO, ARE NOT SHOWN HEREON UNLESS OTHERWISE NOTED. ANY UNDERGROUND PROPERTY SI TUA TE A T ;,� -0 UTILITIES SHOV'�'N HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS SWGLE FAt.jtLY RCSTo tmCE 0� LY TOWN OF SOUTHOLD O - AND IS NOT CERTIFIED TO ACCURACY OR COMPLETENESS. OOT 0 4 2016 SUFFOLK COUNTY UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S STATE OF NEE YORK SEAL IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2 OF THE NEW YORK STATE EDUCATION LAW. FOR t"AXIVUnt Or BEDIROO14S GRAPHIC SCALE EXPIRES THREE YEATIS FROIA DATE OF APPROVAL 30 0 15 30 60 120 CONTRACTORS' LINK' & GRADE SOUTH L.L.C. Ig NEw rJL 0 9 North Goodwin A venue, Suite # 3 COw� s• w`<<�� ( nN FEET ) q 1 inch = 30 fl Elmsford, New York 10523 a Phone: (914) 347-3141 Fox : (914) 347-3120 DA TE.' SEPTEMBER 20, 2016 k'(`7, 05005" Copyright (c) 2016 CONTRACTORS LINE & GRADE SOUTH. All Rights Reserved CADD FILE.• /LAND4/37-2320-7NNICAN 1130 S7ROHSON ROADIDWG/2320—SURVEY.DWG CONTRACTORS' LINE & GRADE SOUTH L.L.C. 23 Nepperhan Avenue Elmsford, New York 10523 Phone. (914) 347-3141 Fax.• (914) 347-3120 _ Copyright (c) 2016 CONTRACTORS' LINE & GRADE SOUTH All rights reserved. IRON PIN — FOUND — — — _ _ FENCE I Certified, as noted and limited below, only to: BALDPLACE — _ POST ' I _ MICHAEL FINNICAN &LESLIE FINNICAN WIN, FEIRE- CHICAGIRE INSURANCE SIItNCES LLC 50' WIO 1 � E , UTILJITY POLE �S I SUB ECT PREMISES AREA= 28,800 SO. FT. (0.661 Ac.) V1�Rj o _ I o � � (PAVED ROAD) / � THE PRE]MSES HEREON BEING KNOWN AS LOT 6, BLOCK 10, SECTION 103,DISTRIRICT 1000 AS SHOWN man OVERHEAD WIRES —,�_'n UnFln I ON THE OFFICIAL TAX MAPS OF SUFFOLK COUNTY. REFERENCE IS MADE TO USER 000012862,PAGE 732 WAIF MONUMENT �=E POS / I RECORDED IN THE SUFFOLK COUNTY CLERKS OFFICE ON MAY 2, 2016. VALVE FOUND 240,00' TOPOGRAPHIC INFORMATION HEREON WAS INTERPOLATED FROM AN ACTUAL FIELD SURVEY BY THIS OFFICE ON AUGUST 8, 2016. ALL ELEVATIONS ARE RELATIVE TO NAVD-88 DATUM. SIGN THE PREMISES HEREON DOES NOT UE IN AN AREA OF SPECIAL FLOOD HAZARD(ZONE X)AS DEPICTED ON FLOOD INSURANCE RATE MAP NUMBER 3610300164H, REVISED SEPTEMBER 25, 2009. � o O HYDRANT I THE SURVEYOR'S SEAL,SIGNATURE AND ANY CERTIFICATION APPEARING HEREON SIGNIFY THAT,TO THE 04 (FLANGE NUT 17.16) BEST OF I STANDARDSSKNOWLEDGE AND FOR LAND SURVVEYSELIEF, THIS AS SET FORTH NYWAS PREPARED IN E CODE OF PRACTICE ADOPTED BDANCE Y THE MINIMUM E NEW YORK 28.0' STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS,INC. 4.0' n CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THIS SURVEY WAS PREPARED,AND ON ' 0 5.0' W 29.7, HIS BEHALF,TO THE TITLE COMPANY,LENDING INSTITUTION AND GOVERNMENTAL AGENCY LISTED o C-48.3' HEREON; SAID CERTIFICATIONS ARE NOT INTENDED TO RUN TO ADDITIONAL TITLE COMPANIES,LENDING INSTITUTIONS, SUBSEQUENT OWNERS OR FUTURE CONTRACT VENDEES. CONCRETEI 'n 5.5' FOUNDATION 20 � UNDERGROUND IMPROVEMENTS,STRUCTURES, UTILITIES OR ENCROACHMENTS,AND ANY EASEMENTS RELATED THERETO, ARE NOT SHOWN HEREON UNLESS OTHERWISE NOTED. ANY UNDERGROUND UTILITIES t 5 (EL DA TI `^ O SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS AND IS NOT FENCE X =� ) 3 CERTIFIED TO ACCURACY OR COMPLETENESS. zI 20.4' N 26.7' 55.9' UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S ;., �. 5.1 , 8.0' Q � W SEAL IS A VIOLATION OF SECTION 7209,SUB-DIVISION 2 OF THE NEW YORK STALE EDUCATION LAW. 5.3' r0^ ' ' c j I M now FOUNDATION AS—BUILT N 844'20' W - - - PREPARED FOR 240.00' ' — C/:) MICHAEL FINNICA I V ® I AND I LAWN MAINTENAINCE WELL 7 (NOT FOR DOMESTIC USE) I ��Q� NEW yo LESLIE FINNICAV O IRON PIN P . W PROPERTY S17UA TE AT D ISCIE d� D � FOUND I � � ���� 1130 STROHSON ROAD �' TOWN OF SOUTHOLD MAR o 2017 COUNTY OF SUFFOLK BU LDING DEPT. STATE OF NEW YORK TOWN OF SouTROLD LAND SCALE. 1" = 30' Date. MARCH 3, 2017 CAD File /LAND4/37-2320—FINNIGAN 1130 SIROHSON R0AD/DWG/2320—SURVEY.DWG _ rtified, as noted and limited below, only to: » o 117� ICHAEL FINNICAN &LESLIE FINNICAN ICAGO TITLE INSURANCE SERVICES LLC 0CTSUBJECT PREMISES AREA= 28,800 SO FT (0 661 Ac.) IRON PIN — — ��' . THE PREIMSES HEREON BEING KNOWN AS LOT 6, BLOCK 10, SECTION 103, DISTRIRICT FOUND — _ _ _— — FENCE �O��OF UMOg yD000 AS SHOWN ON THE OFFICIAL TAX MAPS OF SUFFOLK COUNTY. REFERENCE IS BALD WIN PLACE POST / MADE TO LIBER 000012862, PAGE 732 RECORDED IN THE SUFFOLK COUNTY CLERKS OFFICE ON MAY 2, 2016. FENCE (50' WIDE) TOPOGRAPHIC INFORMATION HEREON WAS INTERPOLATED FROM AN ACTUAL FIELD UTILITY SURVEY BY THIS OFFICE ON SEPTEMBER 12, 2017. ALL ELEVATIONS ARE RELATIVE POLE W O 105 E TO NAVO-88 DATUM _ UTILITY W — �V�R���� I OVERHEAD WIRES c ------ UTILITY POLE (PAVED ROAD) / � THE PREMISES HEREON DOES NOT UE IN AN AREA OF SPECIAL FLOOD HAZARD + — -�L84.5 / / ¢ (ZONE X) AS DEPICTED ON FLOOD INSURANCE RATE MAP NUMBER 36103CO164H, — E ) REVISED SEPTEMBER 25, 2009. WATER MONUMENT 18.4 — _ 13.8 --- VALVE � / VALVE FOUND [DRY-WELL]I — 240��— =`� THE SURVEYOR'S SEAL, SIGNATURE AND ANY CERTIFICATION APPEARING HEREON GRAVISL/ ��WAY I — — SIGNIFY THAT, TO THE BEST OF HIS KNOWLEDGE AND BELIEF, THIS SURVEY WAS l SIGN + PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR LAND SURVEYS AS PVC PIPE 14.8 SET FORTH IN THE CODE OF PRACTICE ADOPTED BY THE NEW YORK STATE p ) o_•. o ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, INC. CO 40'_pl "'��DOME � 00MEN HYDRANT CS 0 Lj ooLj (FLANGE NUT 17.16) CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THIS SURVEY WAS =�I 178 = 3 n9"o - _ PREPARED, AND ON HIS BEHALF, TO THE TITLE COMPANY, LENDING INSTITUTION AND [Roae o µg] I j4'0 \ [BRAN LEADER] \ DRY-WELL I ---- - - - --0 L Z` [ ] GOVERNMENTAL AGENCY LISTED HEREON; SAID CERTIFICATIONS ARE NOT INTENDED O 1.8, [GARAGE FJOOR Q•1781 E°Pnc TANK TO RUN TO ADDITIONAL TITLE COMPANIES, LENDING INSTITUTIONS, SUBSEQUENT 50 � ELECTRIC b OWNERS OR FUTURE CONTRACT VENDEES. W I I 17.6 METER ($JoNE CNIYINEY] �e 18.0 107'-0' UNDERGROUND IMPROVEMENTS, STRUCTURES, UTILITIES OR ENCROACHMENTS, AND -I 2 STORY FRAME j\ ' � ANY EASEMENTS RELATED THERETO, ARE NOT SHOWN HEREON UNLESS OTHERWISE ^ [House No FRA a \zy I NOTED ANY UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD I \f I ® SURVEY INFORMATION AND EXISTING DRAWINGS AND IS NOT CERTIFIED TO ACCURACY LO CONCRETE PAVM =i [PATIO a [FINISHED FLOOR EL. 20.5] e \ X rAuc1 o I OR COMPLETENESS. FENCE z + —X49,-2 • 18.3 I[ROOF R O UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED I,_ r— ——— L!AN lEA0ER1��� � i Ir 17 7+- - -; I L^ LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2 OF THE - lc�GAS METER [DRY-WELL] O 1 ® NEW YORK STATE EDUCATION LAW. 38'-0� \`�� A.C.UNIT + [DRY-WELL] C00 PROPANE[11000 GAL.] C)K ' � FINAL ASBUILT ® J/ PREPARED FOR N �4'S4'20" W 15.5 �, 240.00' - - + HICME111 FINNICAN 'W AND _ LAWN MAINTENANCE WELL LESLIE' FINNICAN �y317�C_ E RTPAE3�OF BiE��b(SERVICE�STIC�USE) f(, NEwIRON PIN P a. w �� PROPERTY SI TUA TE A T �<`V`�Af OF COQ STRUCTED WOR FOR FOUND �'` �� �1 g A SINGLE E FAIWILY RESIDENCE � < 1130 STROHSON ROAD d Datf. L 2 2017 H.S.Ref m®e gk®=/6-®0 77 a � TOWN OF SO UTHOLD Trie sewage disposal and water y 1a of This C2Mftn have tmen �—�, � COUNTY OF SUFFOLK �soa5� �c, ' I inspected an&w cer by� eg egen and ltd to �2 J STATE OF NEW YORK CONTRACTORS LINE &' GRADE SOUTH L.L.C. Ie saWactry FOR M �� BEDROOMS. sFos��' 23 Nepperhan Avenue ,, LAND SCALE. 1" = 30' Elmsford, New York 10523 4AL , ?�' Phone: (914) 347-3141 ` �� ��� Dote: SEPTEMBER 12, 2017 office�i+ineandyrade.net ED Oft a Of Was0: 37-2320-FINNIGAN 1130 STROHSON ROAD DWG 2320-SURVEY.DWG Copyright (c) 2017 CONTRACTORS' LINE & GRADE SOUTH All rights reserved 2017 REScheck Software Version 4®6.3 Compliance Certificate Project Finnican Residence Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Orientation: Unspecified Conditioned Floor Area: 2,619 ft2 Glazing Area 12% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1130 Strohsom Road Finnican -- John j.Condon Cutchogue, NY 1130 Strohsom Road Condon Engineering Cutchogue,NY 1755 Sigsbee Road Mattituck, NY 11952 631-298-1986 Compliance: 8.2%Better Than Code Maximum UA: 437 Your UA: 401 Maximum SHGC. 0.40 Your SHGC: 0.35 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. Envelope Assemblies Gross Area Cavity 'Cont. Assembly or U-Fact6r, UA Perimeter Floor 1:All-Wood joistfrruss:Over Unconditioned Space 2,619 30.0 0.0 0.033 86 Ceiling 1: Flat Ceiling or Scissor Truss 2,619 �38A 0.0 0.030 79 Wall 1:Wood Frame, 16"o.c. 534 X21.0 0.0 0.057 24 Orientation: Front Window 1:Wood Frame:Double Pane with Low-E 16 0.340 5 SHGC: 0.36 Orientation: Front Window 2:Wood Frame:Double Pane with Low-E 16 0.340 5 SHGC:0.36 Orientation: Front Window 17:Wood Frame:Double Pane with Low-E 7 0.340 2 SHGC: 0.36 Orientation: Front Window 18:Wood Frame:Double Pane with Low-E 7 0.340 2 SHGC: 0.36 Orientation: Front Window 29:Wood Frame:Double Pane with Low-E 11 0.340 4 SHGC: 0.36 Orientation: Front Window 30:Wood Frame:Double Pane with Low-E 11 0.340 4 SHGC: 0.36 Orientation:Front Project Title: Finnican Residence Report date: 12/14/16 Data filename: C:\UsersVohn Condon\Favorites\ResChecks\Finnican Rescheck.rck Page 1 of 3 Cont.Gross Area Cavity, rl Window 31:Wood Frame:Double Pane with Low-E 11 0.340 4 SHGC: 0.36 Orientation: Front Window 32:Wood Frame:Double Pane with Low-E 11 0.340 4 SHGC: 0.36 Orientation: Front Door 10: Solid 21 0.640 13 Orientation: Front Wall 2:Wood Frame,16"o.c. 649 21.0 0.0 0.057 32 Orientation: Right side Window 3:Wood Frame:Double Pane with Low-E 11 0.330 4 SHGC: 0.35 Orientation: Right side Window 10:Wood Frame:Double Pane with Low-E 11 0.330 4 SHGC:0.35 Orientation:Right side Window 11:Wood Frame:Double Pane with Low-E 24 0.330 8 SHGC:0.35 Orientation: Right side Window 19:Wood Frame:Double Pane with Low-E 12 0.340 4 SHGC: 0.36 Orientation:Right side Window 20:Wood Frame:Double Pane with Low-E 10 0.330 3 SHGC: 0.35 Orientation:Right side Window 21:Wood Frame:Double Pane with Low-E 10 0.330 3 SHGC: 0.35 Orientation:Right side Window 22:Wood Frame:Double Pane with Low-E 10 0.330 3 SHGC: 0.35 Orientation: Right side Wall 3:Wood Frame, 16" o.c. 394 21.0 0.0 0.057 22 Orientation: Back Window 4:Wood Frame:Double Pane with Low-E 12 0.330 4 SHGC: 0.35 Orientation: Back Wall 4:Wood1Frame, 16"o.c. 933 21.0 0.0 0.057 47 Orientation':- side Window 5:Wood Frame:Double Pane with Low-E 13 0.330 4 SHGC:0.35 Orientation: Left side Window 23:Wood Frame:Double Pane with Low-E 12 0.330 4 SHGC: 0.35 Orientation: Left side Window 24:Wood Frame:Double Pane with Low-E 12 0.330 4 SHGC: 0.35 Orientation: Left side Window 25:Wood Frame:Double Pane with Low-E 16 0.330 5 SHGC: 0.36 Orientation: Left side Window 26:Wood Frame:Double Pane with Low-E 16 0.330 5 SHGC: 0.36 Orientation:Left side Window 27:Wood Frame:Double Pane with Low-E 10 0.330 3 SHGC: 0.35 Orientation: Left side Window 28:Wood Frame:Double Pane with Low-E 8 0.330 3 SHGC: 0.35 Orientation:Left side 21 0.330 7 Project Title: Finnican Residence Report date: 12/14/16 Data filename: C:\Users�ohn Condon\Favorites\ResChecks\Finnican Rescheck.rck Page 2 of 3 f Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The pr osed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.3 and to comply with the mandatoi uirements listed in the REScheck Inspection Checklist. :T Comovd Name-Title Signa r _ Date a—Ty Project Title: Finnican Residence Report date: 12/14/16 Data filename: C:\UsersVohn Condon\Favorites\ResChecks\Finnican Rescheck.rck Page 3 of 3 Test Hole Data Test Hole Dug by McDonald Geoscience on August 31, 2016 Ground Elev: 16.0' Brown Loam(OL) '•'` �Y """� 1' Brown Silty Sand-(SM)- 2.6 Pale Brown Fine Sand(SP) o ' • 15.3' Water in Pale Brown Fine Sand (SP) 17' Comments:Water Encountered 15.3' Below Surface ALL, `v,���., W � � D"" WAY 3 �� -•��� (���?yzl►� Coin- �2 DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before Backfill, OR Provide Engineer's Certification -that the drainage has been installed to Code. EROSION &SEDIMENT CONTROLS Shall include but not be limited to: A well maintained Construction Entrance, Wire Backed Silt Fencing,stabilization& Seeding of exposed and/or inactive soils. APPROVAL OF STORMWATER MANAGEMENT CONTROL LA -T n Cod r 5 Date: Za ( � Approve by. Condon Engineering, P.C. �innican _ Drawn by : JJC 1755 Sigsbee Road 1130 Strohsom Road Mattituck, New York 11952 Cutchogue, New York Date : 12-15-2016; (631) 298-1986 r FENCE POST BAL PLACE FENCE i �WOE APPROX. WATER MAIN 14 — �b — _ _ ��-NECD -�� UTILITY - 'R 14 (PAI/ED ROAD) 1 WIRES _ E POLE 5 Tppkim DRAIN / � 0.00' L.P. 14 3 Of I SIGN C L.P. 15 15WCC CLI S T HYDRANT O Q TP L P (FLANGE NUT 17.16) X16 c oo h 16 LO 28.0' - - --- 4' L.P. GAR. 43' 50.0' 4' PROP. HOUSE - 65.5 8.0 L.P. O \ - o 34. ' v, N 84°54'20" W L.P. . 240.00' LAWN MAINTENAINCE WELL ry (NOT FOR DOMESTIC USE) ( IRON PIN FOUND Surveyor: Contractors' Line & Grade South L.L.C. 23 Nepperhan Avenue rlmsford, New York 10523 Phone: (914) 347-3141 Fax: (914) �ba d, IN O L X1 qj 1A I-I H x Cp M CA E AOM 'INC 411 L UQ E )(CAVAM D vf ffAk1Cr--D M-01H I M AL RAU Ofel(.41$JAE- J RAU Aa fj r cj 1-1 00 0 1 7ff 411 SEL COLL4-i N WITN El V- - 10-0 .4 Iz-T TLA Z*4'Z XT A 05 4L 47le I eA OAL- PI-A-01 T -- ---- WOW W�� TL-10 r-;V--t2 W-Hc-- vti Eileen Santora Residential Designer Condon Engineering PC I I!;> 47 P 0 P T r,- tel ;';�F,.,1755 Sigsbee Road - Mattituck, NY 11952 oar)r> P5� 6OoLj,,)F*4 gr--rLA� 631 -734-2794 * Cutchogue, NY 631-298-1986 r H e>MW RA*4&5 N N4 L 04 S I O NOT PROCEED WITH FRAMIING UNTIL SURVEY PLAN CONTENTS: 0% OF FOUNDATION LOCATION HAS BEEN APPROVED. T-4 NOTES RED WIND FRAMING NOTES OCCUPANCY CLASSIFICATION R3 RESIDENTIAL .•-� DRPdNACEINSPF-DTID S�'R65 E60ibefore GENERAL BUILDING USE DWELLING Contact TCDS Englreerin9at neer's Certificatoor 1}.RIDGE-TO-RAFTER ASSEMBLY: Backflll, OR provide�n 1-114"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. BUILDING HEIGHT that the draina90 n"a peon ins#�"lei to Code. TOTAL SO, FT. OF CONSTRUCTION ON V When a collar rte Is used In fur+�'a ridge strap,the number of 10d common rats required � CONSTRUCTION NOTES: in each end the collar tie nem not exceed the tabulated number of 8d nails in the strap. i CRITERIA PRESCRIPTIVE AS PER 2016 UNIFORM CODES SUPPLIMENT AND Ch DESIGN C E RIA .l-. so 1 .The information within this set of construction documents Is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: 2015 ICC WOOD FRAME CONSTRUCTION MANUAL00 intent and framing details.They are intended as a conuVuction aid ,not a substitute Lateral frarrnr>g and shear connections rafter,ding or truss to top plate Shan be In FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES •4)) .} ON y„ Aw ham. for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in hila with studs below,rafters State bonding codes.The General Contractor Is r�spons le for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to EXT, BALCONIES 40 „q construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building DECKS 40 •� '� C4 DATE: _ cr.r. sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.X ATTICS w/o STORAGE 10 • N FF_ SY: ATTICS w/ STORAGE 20 LII Di^au ; 'r,R;, AT ELECTRICAL 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: DESIGN LOAD CALCULATIONS INSPECTION! REG?[!!RE® meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above aruf studs below a floor level shall be attached with uplift connections in ROOF (GROUND SNOW LOAD) 25 p tY? a Akl TO 4 'M FOR THE These codes are to be considered as rt of the specifications for this buildingand accordance with table 3.3b.When wall studs above do not fall in line with studs below,the (LIVE LOADS PSF� ROOMS (OTHER THAN SLEEPING 40AL3 PEC;i RSD should be adhered to even If in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connecter In ROOMS (SLEEPING) 30 0 W r,�� r �� F accordance with table 3.3. STAIRS 40 R i7 CCtiGRcT: 3),Dimensions shall take precedent ever scaled drawings. 4).WALL ASSEMBLY TO FOUNDATION: GUARDRAILS ANY DIRECTION 200 3. N')UL H - FRAMING & PLUMBING {Do NOT SCALE DRAWINGS}. IFirst wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ,Q1 3. NSULATION TAGDRY 4. FINAL - CONSTP UC T ION MUST 4).The engineer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a mInchesinimum embedment of 7InchesEXPOSURE GA In concrete (� BE COMPLETE FC i C.O. responsibility foreonstruction coordinating with these plans,nor responsibility for foun dation and slab-on-grade, 15Inches In masonry black foundations.cr lammed under LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION ALL CONSTRUCTION SHALL MEET THE constriction means,methods,techniques,sequences,or procedures,orfor safety the plate and nailed kr accordance with table 3.3b.When steel straps are lapped under theROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE REQUIREMENT connection with tie work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt 11.0 In SOF THE CODES OF NEW precautions .� spacing is to be spaced and sized in accordance to tape 3.2a.In addition to spacing, NAILING SCHEDULE SEE GENERAL NOTE PAGE DESIGN OR CONSTRUCTION YORK STATE. NOT RESPONSIBLE ERRORS.FOR specific use expressed or implied in the use of these ans. anchor bob are to be spaced between 6-12 Inches from the end of a sill plate and an EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE 5).Refer to the Window and Door schedu, comers.for exterior openings. FIRE PROTECTION . SEE FLOOR PLANS 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: (SMOKE & CO2 DETECTORS ' or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7116 Inch wood structural parcel on the exterior TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTION attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.In the field,and L 7).The General Contracts is to consult with the owner for all built-in items 112 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel ENERGY CALCULATIONS RESCHECK 4.6.3 such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.In the field shag be in accordance with the length requirements specified COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES In table 3.15)-b. AS REQUIRED AND CONDITIONS OF $) load requirements shall be taken into account during construction- 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2015 , Pages 149 and 193) • FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate M SOUTHOLO TOWN P�alength adjustment factors i n table 3.16. Number of Number of CA)NNING B ARD 1).The General Contractor and Mason to review pblns,elevations,details and notes to Common Nails BOX Nails �,��,, , determine intended heights of finished floor(s)above typical grade. 7), INTERIOR SHEARWALL CONNECTIONS: Joint Description Nail Spacing SDUrROLD TOWN TRUSTE S Allowable sidewall lengths provided th table 3.14 shall be permitted to be increased when ROOF NAILING 2).All footings to rest on undisturbed (virgin)soil.Assumed bearing 3000psf Interior shearwalls are used.Sheathing and connections shall be in accordance with - •••• 2.4.4.2 and 2.2A respectively. Rafter to Tip Plate(Toe-nailed) 3-8d 3-8d per rafter C'1 3).Provide 112"expansion Joint material between concrete slabs and abutting Alcoa Q concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Ceiling Joist to Top Date(Toe-nailed) 3-8d 3-8d per joist 4m X Header and/or girder connections shall be attached with uplift connections in accordance Ceiling Joist to Parallel Rafter(Face -nailed) 5- 16d 5- 16d each lap OCCUPANCY OR be Any new concrete warts beim attached . existing a concrete structure shall with table 3,5.Window sill plates shall be have steel connecters in accordance with table CeilingJoist La Over Partitions Face-nailed 6- 16d 5- 16d each la '� be Installed with#4 rte-bar, 18"kutg at 12"o.c,.Use approved epoxy for Installation. 8.5. � ( ) p USE IS UNLAWFUL Collar Tie to Rafter(Toe-nailed) 2-10d 2-10d per tie =1 WITHOUT CEPTf FICATE 5).Unless otherwise noted,all slabs on grade to be 2500 p.s.l..Concrete to be 9).CATHEDRAL CEILING ASSEMBLY: Blocking to Rafter(Toe nailed) 2-8d 2-10d each end poured on 4 Inch thick sand or gravel fill with 6x6 wire mesh reinforuing.Interior slabs Where a ridge is to be used as a structural beam,the rafters shall either be notched and V) OF OCCUPaCY to be minimum 3-112 inch thick. anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge Rim Baan!to Rafter(End Nailed 2- 16d 3- 1fid each end . � along the open ceiling part of the building.Connections to the ridge and wall shall be be WALL FRAMING 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one attached with the above requirements. ox 8x16 cast iron foundation vent for every 150 sq.ft.of area. DECK AND COVERED PORCH MOTES: Top Plate to Top Plate(Face -nailed) 2- 16d (1) 2- 16d (1) per,foot 7).Dampproof exterior of foundation with bituminous coating as per seddon R406 of Top Plates at Intersecdons(Face-nailed) 4 -16d 5- 16d joists-eat side !) N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACO pressure treated lumber. Stud to Stud (Face-nailed) 2 - 16d 2- 16d 24"o.c. the below grade portion of exterior wens prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. Header to Header(Face-nailed) 16dd 16d 16 o.c.el° ig a-dges L C' ter^ M��r} �` 8).Drainage as per section 8405 of N.Y.S.r�esidsntial Construction Code. 2).Girders for deck to be bolted to each post with washers and nuts. r ;' Girders on concrete piers shall be anchored with proper steel connectors anchored To or Bottom Plate to Stud End Nailed) 3 - 16d 2-40d er stud „0 1 Cf- r: v FRAMING NOTES Into concrete with a minimum 112"dia x 7"IoM anchor bolt with washers arc#nuts. p � p SOLDER (!SCD�P,/ V�;, E R 1).All framing techniques and methods as presc:rhptive design of 2015 3).Posts supporting girders shall be ancr ed to a 12"x12"xl2"thick concrete footing. -SLJPPL,Y Edition Wood Framing Construction Manual. Use a minimum 112"dta x 7"long anchor bolt with washers and nuts.Footings Shan E,� ,E: L. )„ ,§ S,�CNI,,C,'INNOT be 3 fl.!clow grade.Concrete piers to be used with all porches/decks with roofs or pergulas. EXCEED 2/10 OF-1% LEAD. 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. Bottom Plate to Floor Joist, Band Joist, End joist or Blocking(Fane-Nailed) 2 - 16d (1,2) 2- 16d (1,2) per 1bet Douglas Fr. 4).Deck joists to have blocking at 8'0 o.c.. FLOOR FRAMING PLUMBING. 3).Floors,wails,ceilings and rafters to be spaced at 16 Inches o.c.unless noted 5).A minknum of 10 inch flashing shall be installed between the building and ledger. ALL PLUMBING WASTE otherwise. Ledger to be fastened to building with 112"dia.bolts with washers and nuts Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d 4- 10d per joist � so ,�&WATER LINES NEED . ` . where needed. TESTING BEFQRi COVZRINQ-a 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug. Mr. Bridging toJoist(Toe-nailed) 2-8c1 2- 10d ca en �--- Bean wan headers to have 2 jack studs and 2 fun le studs on each side of an Blocking to Joist(Toe-nailed) 2- 8d 2- 10d each end •... Bearing { )J { ) 6}.Concrete piers shall be a minimum fi above grade. � openings.LVL headers to have(3)jack stud&and(2)full length studs on each side of Blocking to Sill or Top Plate (Toe-nailed) 3 - 1 fid 4- 16d each block TRUSS PLACARDING REQUIRED openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors, Each Joist shat also be anchored openings between 4'1 and 6'0 and 2x8 wall apenings between 5111 and 8'9.Provide fire to girdegs}. Ledger Strip to Beam (Face-nailed) 3 - 16d 4- 1 fid each joist and blocking where applicable. Joist on Ledger to Beam (Toe-nailed) 3-8d 3- 10d per jojsi 5).All flush beamslheaders to be Installed with heavy duty galvirnzed hangers and 8).Covered Roofs shall be assembled and anchored the some manner as a typical building. Band Joist to Joist(End-nailed) 3 - 1 fid 4- 1fid per joist andrors where applicable to all connecting joists. PLUMBING NOTES Band Joist to Sill or Top Plate(Toe-nailed) 2- 16d (1) 3- 16d (1) per foot 6).Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1).All water supply,drainage and venting to be installed as per M.Y.S.Residential ROOF SHEATHING Floors to have ceramic ble Installed shall be verified fur proper bad capacity unless noted Constnrctinn Code. on plans. Structural Panels(See Notes 4, 5 and 6) 2).Verify septic system with the Engineer for Suffolk County Health Department approval. Interior Zone 8d 10d 6" 4e 112"field 7).Provide blocking/bridging In floor joists at 8'0 o.c..Use sold blocking in floor joists Perimeter Edge Zone 8d 10d 6" ed e i 6" field under all bearing walls. 3}. ff wall studs,plates or are cut out during Installation for any plumbing related work, 8d 1�! 6" edge field provide adequate bracing and plates to protect and secure the structure.Verify with the Gable End Rake with up to 1'Rake Overhari 8).Provide insulation baffles at save vents between rafters.Install draft blocking as state code and manufacture's recommendation for maximum tole size and spacing permitted. - needed. HVAC SYSTEM NOTES CEILING SHEATHING 9).Unless otherwise rated,an roofs and walls to have a minimum 1/2"thick,4-ply Fir 1). Mechanical subcontractor is responsible for adhearing to all applicable cordes and safety Gypsum Wallboard 5d coolers 5d coolers 7"edge 110"field CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. requirements. WALL SHEATHING - 10). Unless otherwise noted use 314"thick T&G PTS Fir or Advantedh plywood subtloor 2).HVAC subcontractor is to fully coordinate all system data and requirements with tine Structural Panels(See Notes 1,2, and 3) 8d 10d 6"edgcr,r�12"field adhered with PL400 adhesive and screwed to floor joists.Finished floor to be Installed equipment supplier. over subfbor as per manufacture's instructions, system hay 3}.HVAC subcontractor 11 .An bathroom walls to have 112"thick malsturc�-rricistant slr+eetrocdc.Gage walls and Contractor to prnviclayout drawing and submit it to the General 5d coolers 5d coolers 'r edge/10"field ceilings and over furnace to have 518"thick tr,+pe-x sheetrodc.AD other parts of building Contractor and owner for final review and approval. um Wallboard to have regular 112"sheetrcck.All walls to be taped and finished. ELECTRICAL NOTES: FLUOR SHEATHING 12).All roof with a pitch less than 4:12 shat be Installed with an Ice&Water barrier or 1).AM electrical to be Installed as per N.Y.S.Residential Construction Code. Structural Panels approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 1"or less 8d 1{)d 6" edge:i 12"field torch down type material over. 2).An electrical work shall be approved by a qualified Underwriter. 13).All sill plates and wood In contact with concrete to be pressure treated.Sill plates to 3). Instal Smoke detectors and Carbon Monoxide detectors throughout as per section 8317 (1) Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. Alternate nailing schedules shall be installed with a foam sill gasket and Trap-r4ex termite shield or approved equal. of N.Y.S. Residential Cahstructlon Code. be used where wall sheathing nailing is reduced. For example, 9 wail sheathing is nailed 3 inches on-center at the panel edge to obtain higher shear opacities,nailing requirements for structural members shall be doubled, or alternate connectors shall be used to maintain load path. DESIGN CRITERIA (2) For wall sheathing within 4 feet of the corners,the four foot edge zone attachment requirements shall beu used. CLIMATIC AND GEOGRAPHIC S (3)Tabulated 12 Incl o.c. nail spacing assumes wall sheathing attached to stud framing members with 0.42 G<0.49. Ground Snow Wind Seismic Weathering Frost Line Termite Decay Winter Ice Barrier Flood Hazards (4) For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak,the 4 foot Laid Speed Depth Design Underlayment perimeter zone attachment requirements shall be used. Tern Required (5)Tabulated 12 inch o.c, nail spacing assumes roof sheathing attached to rafter 1 truss framing member's with G>OA9.For =� �'�f�' .. tads Fti''"df .•..` 25 sf 140 mph B Severe 36 in. Moderate Slight to 15°F Yes framing members with<0.42<G<0.49,the nail spacing shall reduced to fi filches o.c. p to Heavy (6) Forwlnd speeds greater than 130 mph, blocking Is required which transfers shear load to two additional rafters (3 rafters In Moderate total), (7) For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails, � . 01, 6S4 N LCA 01% e-1 cl- CONSTRUCTION DETAILS & WRESISTLOAD PATH CONNECTION DETAILS WIND RESIS %T CONSTRUCTION CONNECTORS ,C + •Q CONNECTION LOCA'T`ION: PART NUM W } °' _ BER, NOTES: o� cs RIDGE—TO--RAFT LERS LSTA24 APPLY TO EACH - PAIR OF RAFTERS en c00n RAFTER--TO--W ;LL RT20APPLY TO EACH RAFTER. ui 0 Q M RAFTER---TO--PLATE RT15 APPLY TO EACH RAFTER NOTCHED RAFTERRAFTER USE WITH SPTH4 CONNECTOR o w RIDGEPLATE-TO-WALLSTUD SPTH4 APPLY TO EACH WALL STUD in cn RIDGE 2ND. FLOOR WALL--TO--1 S?. FLOOR WALL KLFTA OR MSTA36 APPLY TO EACH WALL STUD Lo HEADER--TO--JACK' STUD LSTA12 APPLY TO EACH JACK STUD Lo CRIPPLE STUD--TO—HEADER RT3 OR RT7 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWh ANCHOR ADS5 APPLY TO EACH SIDEWALL END 1 ST. FLOOR--UNDER--S LL 'PLATE MSTA36 OR RS16--R WRAP UNDER DOUBLE SILL PLATE m� USE WITH 3".: SOUARE WASHERS USk THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION: � FOLLOW MANUFACTURE'S RE SE NS INSTALLATION INSTRUCTIOTo ACHIEVE MAXIM" UPLIFT Lm CAPACITY. z Vt RAFTER PROVIDE 112" SPACING to BETWEEN THE END STUD AND THE 2 OTHER STUDS ANCHOR BOLT CONNECTION CONNECT CORNER STUD �WXT ♦ream �T� cx�.�t�a.T RAFTER HOLDDOW'N INSTALLATION FOR ALLC}WING ...� . TO TRANSFER SHEAR �-ATE TO F 7M �, 7r:aC U TOP PLATE FASTEN WITH (2) 18dsem.RATE TO FOUNDATION � • 2 STQRft 3'OC ° TOP PLATE ---. COMMON NAILS @ 8" O.C. WALL.eOTI TI +1 O TK�N, �,� t'o Es 6T CC WALL STUD WALL STUD -- SIDEWALL ENDWALL USE WITH 34 SQUARE WAsHERS (USP LRPW OR ) C? P* DOCAL..RAEJER TO YyA #.BUD CC= ALTEEMBYE SAUER TO WALL STUD CONNECTION SHEAR WALL CORNER,CONEUON 0 � 2ND. FLOOR WALL STUD KING $TUDS t� t� 'o 2ND. FLOOR PLATE ••" SUBFLOOR CRIPPLE STUN w WOOD JOIST RIM BOARD . . NMER • • • BLOCKING WOOD JOIST �°''' 00. 1 ST. FLOOR TOP PLAT9S GIRDER/HEADER JACK SlvDS WOOD GIRDER WOOD JOIST 1 ST FLOOR WALL STUD JOT FRAt FLUS - EADER 1ST. FLOOR WALL STUD —~— 1ST. FLOOR PLATE SUBFLOOR SILL GASKET WALL STUD WALL STUD RIM BOARD - ` '' SITE SHIELD BOTTOM PLATE ` . BOTTOM PLATE • BATHTUB SUB FLOOR DOUBLE SILL PLATE DBL. SILL PLATES DOUBLE JOIST DOUBLE J01ST - , (TO OVERLAP JOINTS) FOUNDATION WALL '- FOUNDATION WALL s� ' w ` w r �• A T_IQNa ELAM 10 ,. �, .... i LC? 01% V-4 -------------- ----------- ---------- ------------- ------------------ -------------------------------------- ------------------- --------------------------------- ------------------------------ -------------- -------------- ---------------------------------- ------------------------------------------------------------------ ------- -------------- --- ------------ ------------------- V-4 ----- ------W-I-N D--------RE-S-1-STAN-T-- C-0-N-STRUCTI ON---------C ONNECTORS >- DECK & PORCH CONSTRUCTION DETAILS WIND LOAD PATH CONNECTION DETAILS CONNECTION LOCATION PART NUMBER NOTES v Z 4x4 POST TO FOOTING ANCHOR PAU44 OR WE44 PAU44: USE wZ MIN, 1 /2" DIA. x 7" ANCHOR BCLT 0- 6x6 POST TO FOOTING ANCHOR PAU66 OR WE66 PAU66: USE w/ MIN. IZ2" DIA. x 7" ANCHOR QCLT "o 44 POST TO GIRDER HEADER PBS44 PBSE44 KC44 USE ONE TYPE FOR EACH POST 1W t- 4— 00 4— G\ 6x6 POST TO GIRDER HEADER PBS66 PBSE66 KC66 USE ONE TYPE FOR EACH POST POST COLUMN TO GIRDER HEADER -LSTA12 OR LSTA24 USE (2) FOR EACH POST/COLUMNcn cr\ 00 0 RAFTER STAIR STRINGER CONNECTION TMU26 OR MPA1 USE ON EACH STRINGER r- W RAFTER JOIST TO HEADER TYDOWN RT1 5 USE FOR EACH RAFTER LLJ -6 a V 1 4 C 0 CV) RAFTER TO LEDGER BOARD TMU26 OR MPA1 USE ON EACH RAFTER. MPA1 USE ONLY 0 • WHERE TMU26 CAN NOT BE USED "a RA,FTER----o LEDGER— E) I C Q) USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. RIDGE FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, tn HEADER Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2015, Pages 149 and 193) RAFTER -0 L0 Number of Number of LO Joint Description Common Nails Box Nails Nall Spacing ROOF NAILING Rafter to Top Plate(Too-nailed) 3-8d 3-8d per rafter TYPICAL RIDGE TO RAFTER STRAPPING RAFTER TO WALL CONNECTION ALTERNATIVE RAFTER TO HEADER CONNECTION Ceiling Joist to Top Plate (Toe-nailed) 3-8d 3-8d perjolst Ceiling Joist to Parallel Rafter(Face-nailed) 5-116d 5-16d each lap Ceiling Joist Laps Over Partitions(Face-nailed) 5-16d 5-16d each lap C. Color Tie to Rafter(Toe-nailed) 2-10d 2-10d per tie Blocking to Rafter(Too nailed) 2-8d 2-10d each end STAIR TREAL1.1 E) Rim Board to Rafter(End Nailed) 2-16d 3-16d each end GIRDER /HEADE-P— WALL FRAMING j *Goo RIM BOAR Top Plate to Top Plate(Face-nailed) 2-16d (1) 2-16d(1) per foot POST—E) Top Plates at Intemections(Face-nailed) 4-1 ! 5-16d joists-each side POST/COLUMN 00 STRINGER Stud to Stud(Few-nailed) 2-16d 2-16d 24"o.c. 0 Header to Header(Face-nallo 16d 16d 16"o.c.along edges Gomm RIM /DECD JOIST Top or Bottom Plate to Stud(End Nailed) 3-16d 2-40d per stud 0 4M STRINGER TO DECK/PORCH CONNECTION GIRD /HEADER TO POST/COLUMN CONNECTION Bottom Plate to Floor Joist, Bond Joist, End joist or Blocking(Face-Nailed) 2-16d (1,2) 2-16d (1,2) per foot POST TO DECD ZPORCH CONNECTION FLOOR FRAMING V1 Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d 4-10d per joist Bridging to Joist(Toe-nailed) 2-8d 2-10d each end Blocking to Joist(Toe-nailed) 2-8d 2-10d each end Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block ON Ledger Strip to Boom(Face-nailed) 3-16d 4-16d each joist Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d perjoist GIRDER /HEADER— Band Joist to Joist(End-nailed) 3-16d 4-16i per joist Band Joist to Sill or Top Plate(Toe-nalled) 2-16d (11) 3-16d (i) per foot GIRDER /HEADE ROOF SHEATHING P 0'S T/C O L U M o JOIST Structural Panels(See Notes 4,5 and 6) (y) Interior Zone 8d 10d 6'edge 112"field POST/COLUMNI Perimeter Edge Zone 8d 10d 6-eage i u--neia 8d ge I Gable End Rake with up to 1'Rake Overhang 10d 6"ed I&'field CEILING SHEATHING GIRDER /HEAD R -T 5d coolers--F7-edge IV field Gypsum Wallboard 5d coolers so WALL SHEATHING Structural Panels(See Notes 1,2, and 3) 8d 10d 6"edge 12"field LJJ GIRDER/HEADER TO POST/COLUMN CONNECTION GIRDER,/HEADER TO POST COLUMN CONNECTION JOIST TO GIRDERZHEADER CONNECTION 5d coolers 5d coolers redge 10"field Gypsum Wallboard FLOOR SHEATHING Structural Panels T'or less 8d 10d 6"edge 12w field (1)Nailing requirements are based on wall sheathing nailed 6"on-center at the pane:edge. Alternate nailing schedules shall 1-111" be used where wall sheathing nailing is reduced. For example,if wall sheathing is nailed 3 inches on-center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled, or alternate connectors shall be used to maintain load path. GIRDER— (2)Forwall sheathing within 4 feet of the corners,the fourfoot edge zone attachment requirements shall be used. POST (3)Tabulated 12 Inch o.c. nail spacing assumes wall sheathing attached to stud framing members with 0.42<G<0.49. -0 (4) For roof sheathing within 4 feet of the perimeter edge of the root including 4 feet on each side of the roof peak,the 4 foot WOOD JOIS perimeter zone attachment requirements shall be used. ' V %f �AGIRDER/HEAD > (5)Tabulated 12 Inch o.c. nail spacing assumes roof sheathing attached to rafter/trams framing members with G>OA9.For A XV >,% framing members with <0.42<G<0.49,the nail spacing shall be reduced to 6 Inches o.c. V V , V I C(DNCRETE PIER A 12"x12" x12" CONCRETE FOOT"G--(9 > V (6)For wind speeds greater than 130 mph, blocking Is required which transfers shear load to two additional rafters(3 rafters In " total}.A A V6 V , WOOD JOIS (7)For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. 1,A "V A V POST TO FOOTING CONNECTION DECK AND COVERED PORCH NOTES: A 1).Unless otherwise noted,all fterning material to be#1 ACQ pressure treated lumber. JOIST FRAIVIIING FLUSH WITH GIRDER/HEADER All fasteners,hangers and anchors to be gst*Lzed or stainless steel. GIRDER TO CONCRETE PIER CONNECTION 2).Girders for deck joist to be bolted or anchored to each post or pier with washers and nuts. Girders on concrete piers shall be anchored with proper steel omnectars anchored CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Into concrete with a minimum 112"dia x r long anchor bolt with washers and nuts. 3).Posts supporting girders shall be ardwed to a 12*xlnl?thick concrete footing. Ground Snow Wind Seismic Weatheiring Frost Line Termite Decay Winter lee Barrier Flood Hazards Use a minimum 1/2"dia x r bV anchor bolt with washers and nuts.Footings Shall Load Speed Depth Design Underlayment be 3 ft below grade.Girders with roofs shall have 12"dia.concrete Viers T below grade. Moderate Temp. Required 4).Dw*joists to have block at 8V ac.. 25psf 140 mph B Severe 36 In. Slight to 15°F Yes to Heavy Moderate 5).A minimum of 10 Inch flashing shall be Instslied between the,building and ledger. Ledger to be fastened to bulkling with Ir2l dla.bolts with washers and nuts at 16"ox. 6).Concrete piers shall be a minimum 61'above graft. 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APPROVED BY:- ----- , - t! V � a� ;��r DRAWN BY • Condon PG' DATE: i� ��}! I ' on En ineerin - -' w Eileen Santora • Residentini Designer g g .. - _ _ 1755 Sigsbee Road • Masttituck, NY 11952 - r - - _ - -� . I - - ._... 631 -734-2794 • Cutchogue, NY 631-298-1986 :• _ - - � . - • . DRAWING NUM6R�/ . :_ - - -I" - - - - - y. . - 1 .,.- . . I - - . " , I i 1. - -_ - - ' , I i. - _ I _ .. --.., - - - - - - - , . _..- - - - -__.,.- ---- - __._ .. __ _._ _._- - -.,,-- -- +..... , I , ' . f- _ ._ .j - , ,_ _ . . . � ._ ._ ,_ .. . . . _, _ , j I ., _ _ i i L . __._ -_ r ..t. - _ _ _ f___ : : I _ _ _ _ _ _ _ ____ _ _.-.. .__... _ _ ... - __ - - __ .. _.. _.,-,._.�_ _.._.., , .,- y. .. _ .. --«-,- - ` . _ , i : I , , : J I . _ _ , t _ ., - - _ _ ,. . . - .. - _ _ _ _ - _ _. _ . _ . _ ., .. . _ _ _. _ .-"- _-- _ _ , . . . .__- ._.. _ . _.. . .y.__,._,_,_, v .- ._.. -' -`,--'-•' .- ---- 1 .., - e . _ _. • _ , - . 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' 1 , 'pl _ ; . 9 i _ , ' 1 I � � f - ! , i , , I , _ r , I 2x6e poor : . pop ' -- `Z Ly t._. 0 fit Fl f : 61 : iLo , 17 , I 4 , 2- 1 � x i 1 ''/ LV L _ f i 3��t �( /$ Lv L6 t ,r _ I " Fo '� rt �Z , , I Sp - - IN�1. ( Lev, o �� SII r2 L: 2 , �LXI2 1 o, - ► o o i i s a, , � � ; • q _I ; -\2x4rru, 2 X - 14 Ll vo A, ro ' 3 - v. ~X • IIISSS666 - , : I . _ f 4 CSC j p. APPROVED BY: $CALF:' (��� DRAWN 8Y , . • i. DATE' �' "�'I& � t I ' - DRAWING NUMSt - .54900.05 -.. _. i