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HomeMy WebLinkAbout41102-Z �q�sUFFfItjr,oG� Town of Southold 5/17/2017 2 P.O.Box 1179 0 d' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38953 Date: 5/17/2017 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 380 Homestead Way, Greenport SCTM#: 473889 Sec/Block/Lot: 40.-2-12 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/1/1900 pursuant to which Building Permit No. 41102 dated 10/24/2016 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 FRONT PORCH, REAR LANDING, ATTACHED GARAGE AND UNFINISHED BASEMENT PER ZBA DECISION#5332, DATED 12-22-2009,AS APPLIED FOR The certificate is issued to Equity Trust Co/Home Buyers LI Inc of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-15-0001 04/27/2017 ELECTRICAL CERTIFICATE NO. 41102 05/04/2017 PLUMBERS CERTIFICATION DATED 05/13/2017 ul J, Rupp K Oho6 Signature o�SUFFnt,I TOWN OF SOUTHOLD BUILDING DEPARTMENT Ica TOWN CLERK'S OFFICE oy . 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#: 41102 Date: 10/24/2016 Permission is hereby granted to: Equity Trust Co/Home Buyers LI Inc 1145 Bay Haven Ln Southold, NY 11971 To: construction of a new single family dwelling as applied for per ZBA "Waiver of Merger" and SCHD approval. At premises located at: 380 Homestead Way, Greenport SCTM # 473889 Sec/Block/Lot# 40.-2-12 Pursuant to application dated 1/1/1900 and approved by the Building Inspector. To expire on 4/25/2018. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,568.40 CERTIFICATE OF OCCUPANCY $50.00 Total: $1,618.40 uilding Inspector pF SO!/Ty®l® Town Hall Annex Telephone(631)765-1802 54375 Main Road e� Fax(631)765-9502 P.O.Box 1179 ® �Q roger.rich ert(c)-town.southoId.ny.us Southold,NY 11971-0959 ®lyCouff 1,� ' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Equity Trust Co/Home Buyers LI Inc. Address: 380 Homestead Way City: Greenport St: New York Zip: 11944 Building Permit#: 41102 Section. 40 Block: 2 Lot. 12 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Neubauer Electric License No: 3867-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 Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 200A Heat OIL Duplec Recpt 30 Ceiling Fixtures 13 HID Fixtures Service 3 ph Hot Water ELEC GFCI Recpt 5 Wall Fixtures 4 Smoke Detectors 3 Main Panel 200A A/C Condenser 1 Single Recpt 1 Recessed Fixtures" 22 CO Detectors Sub Panel A/C Blower 1 Range Recpt 40A Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 30A Emergency Fixture Time Clocks Disconnect 200A Switches 39 Twist Lock Exit Fixtures TVSS Other Equipment: 200A Overhead Service, 2- Combination Smoke/CO Detectors, 4- Paddle Fans, 2- Exhaust Fans, 5- ARC Fault Circuit Breakers. Notes: Inspector Signature: Date: May 4, 2017 0-Cert Electrical Compliance Form.xls Town Hall Annex Telephone(631)765-1802 54375 Main Road eA Pax(632)765-9502 P.O.Box 1179 , Southold,NY 11971-Mg ' ►� �q BUILDING DEPARTMENT ( ' ) U TOWN OF SQLr MOMMAY 1 7 2017 BUrLDING DEPT. CERTIFICATION TOWNTOFSOUTROLD Date: 3 J Building PermitTio. ��G _ IY • � Owner. L &Ce'TT (PIease"plant) Plumber: '7;Z . (Please print) I lead. I certify that the solder used in tho water supply system contains Iess than 2/10 of 1% m6ers s amore) Swom to before me this ['2- , day of C�L20 11 Notary Public,J---! - ck� County Theresa De Monaco Notary Public,state of New York No.01DEW04312 Qu~in NBss U County Commission Explw:t33t09/2l } DE SOLA Ujyolo TOWN OF SO TFIOLD BUILDING DEPT. 765-16®2 INSPECT10"mmlawn1b, mw mm EVf FOUNDATION 1ST [ ] ROUGH PL G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: � P col DATE lg �� INSPECTOR { O / OE 5001 cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F UNDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION ( ] FRAMING / STRAPPING [ ] FINAL ( ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) - [ ] ELE TRICAL (FINAL) REMARKS: D Im vvv ilofi),4a hW,44 4- nilry" I DATE 1044/1 INSPECTO { ��01/110" �pF SOUIy y O �y u TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPEC ION [Z DATION 1 ST [ ROUGH PLEG. DATION 2ND [ ] INSULATION IN APPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTR AL (FINAL) REMARKS: 2Uwl Ivy `" S� DATE INSPECTOR f Soly coulm, TOWN OF SOUTHOLD, BUILDING DEPT. 765-1802- INSPECTION FOUNDATION 1ST ROUGH PLEIG. FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION )4�ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR t SO(/ryo coUtfiY,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] AOUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [/FIFIREPLACE & CHIMNEY [ AFETY INSPECTION FIRE RESISTANT CONSTRUCTION [ SISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) FREMARKS: 6� S\ VIAOn irk < < DATE INSPECTOR OE SOUT�o� TOWN OF SOUTHOLD BUILDINGVEPT. 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� SOU 4 oy�0 TyOI � o �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ,[ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE dill INSPECTOR CI�ITECTS, LLC DEsiGN GROUP, AR 1301 DEER PARK AVENUE• NORTH BABYLON,NY 11703 SUFFOLK OFFICE: 631-242-3184 • FAx:631-242-3186 NASSAU OFFICE:516-437-1999 • FAX:516-616-0919 November 15th, 2016 �SO ARCyfT oc� %A.K. TFC Town of Southold, Building Department Town Hall Annex Building tSir, a 54375 Route 25 P.O. Box 1179 _ Southold, NY 11971 s Q 416 T,9T 2 9 y0 ATTN: Building Inspector 0FNE`� Re: Permit#41102 380 Homestead Way, Greenport, N.Y. 11944 Dear Sir, Certification of Hold Downs and Strapping At 380 Homestead Way, Greenport, N.Y. 11944 This is to certify the hold downs and strapping at the above new single family dwelling have been installed as per the approved drawings and the construction meets the minimum standards of the current New York State Uniform Fire and Building code, the 2010 Residential Code of New York State, and all applicable local codes. Thank you. Yours Truly Emman ehn-Addy, R.A. Principal Tdg:ETC1 D D NOV 18 2016 BUILDING DEPT. TOWN OF SOUTHOLD • ARCHITECTURE • PLANNING • PROJECT MANAGEMENT • ENGINEERING FOUNDATION(IST), Y r ----------------------- -FOUNDATION (2ND) . lffMAWNf; • - _ �oo,t1;� ROUGH FRAMING PLUMBING `ilI2' INSULATION STATE ENERGY CODE fly i IWC ��� � � ����t��� aff . ADDITIONAL COMMENTS LPG OM J TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board,of Health' f SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board appry-� o FAX: (631)-765-9502 (� Survey SoutholdTown.NorthFork.net PERMIT NO. ` 11 Check / Septic-Form N.Y.S.D.E.C. A Trustees C.O.Application Flood Permit Examined, ,20 Single&Separate / Storm-Water Assessment Form J Contact: Approved ,20Mail t��o��: 1A4 S,- Disapproved a/c. 01 tr AA, Phone ;� f fa Expiration ,20 ���0 V � • Building Inspector v V APPLICATION"FOR BUILDING PERMIT- OCT 2 4 •2016 10 Date °�� , 201 f INSTRUCTIONS BUILDING DLW- T0VyX4*8' ' =DST 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 on 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. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises RA (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. 90 3j 3 - e Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of Land on whicl,`prr/°\o�posed wrok will be done: House Number Street liamlet County Tax Map No. 1000 Section V Block4+ -. ` _ r� Lot Subdivision Filed Map No. Lot' I I �2. State existing use and occupancy of premises and intended use and occupant of proposed construction: a. Existing use and occupancy ,n/h r AnL b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 14. Estimated Cost ` d CJ a v Fee (To be paid on filing!this application) 15. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 16. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 17. Dimensions of existing st uctures, if any: Front -�-t�5� Rear _Depth Height Number of Stories r Dimensions of same structure with alterations or additions: Front // Rear Depth Height Number of St nes 18. Dimensions of entire-new construction: Front Rear D- Tth 1 Height `s Number of Stories l �_�,,�, ;°,�'i 7 i � J (9. Size of lot: Front r ( � RearA .0 Depth 10. Date of Purchase 0",�1 kr Name of Former Owner 11. Zone or use district in which premises are situated I 12. Does proposed construction violate any,,zoning,law, ordinance or regulation? YES NO 113. Will lot be re-graded? YES t/NG Will,excess fill be removed from premises? YES 1 NO /fit 114. Names of Owner,of premises Address i 41 Phone No. Name of Architect 'Address - Phone No 3/.aye- - :7/ Name of Contractor Address4 Phone No. !p'/� ��J—-J,K) ��U l L ^^( k,LA �1 / 15 a. Is this property within 100 feet of a fidal'wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE RE QED 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. I 117. 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) SS: COUNTY OF ) i i being duly"sworn, deposes and says that(s)he is the applicant (Name of individual signing,contract)ab ve named, I '(S)He is the ® �^ �" C� yyq (j (Contractor,Agent, Corporate Officer, etc.) i 1 ; ' hof 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. ! i ;Sworn o efore me this — � day of 20_ ! y LCONNIE D. BU'^^'Public,State o Notary Public No.OIBU6185050 Signature of Applicant; Qualified in Suffolk County Commission Expires April 14,2 .�,o 01w;t Anllc-S F!,;oz- i I i tR \Ltiq Ko;ILI 1,1! Yotult;'` -111hold, NY 1 !971 00 9 Cool I p i 1-olain Wq northl'orkto c - ROARD OF APPE.,k1,S TOWN OFSOUTHOLID Tel. (631) 765-1809 Fax (631) 764-9064 FINDI-NIGS, DEELIBERATIONS AND DETEP-MINATION MEETING OF DECEMBER 22 20Q9 ZSA File # 6332 Joyce Orrigo Applicani, LOCATION OF PROPERTY. 65;426 County Road 48, Greenport T M # 1000-40-02-11 and 12 :t,;ombined/merged as one lot,' SEQR,A DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type 11 category of the State's List of Actions, without further steps under SEQRA- LWRP DETERMINATION., This application is not subject to review und& Chapter 268 because the variance relief reQ.uested does not involve features that relate to a regulated natural feature or a bulkhead or other shoreline, PROPERTY FACTSIDESCRIPTION. The applicant's property consists of a total land area as combined (together) of approximately 44,000 square feet. identified as 41 and 12 on the Suffoik County Tax Maps District 1000. Section 40, Block 02. The land is vacant with a depth of 202.56 'eet, and 219-90 feet along the north side by a town street (Homestead Way) and 219 90 feet along the south side by County Road 48 (a/k/a North Road). The property is located in the R-40 Low-Derisity Zone District. BASIS OF APPLICATION: This is a request for a Waiver of Merger under'Cotte Article ll, Section 280-12 (as arnerided) and Section 280-11 to unmerge land idenxified as SCTM #1000-40-02-12, based on the Building inspector's' August 4, 2009 Notice of Disapproval citing Zoning Coce Section 280-10A, which states that the nonconforming lots merged until a total lot size conforms to the current bulk schedule ( .Minimum 40,000 square feet in this, R-40 Residential Zone district). The land is merged with the adjacent property to the -west identified as SUM #1000-40-02-11 ADDITIONAL INFORMATION: The applicant had previously come before the Board in Seoternber 2005 under ZBA file -#5740 requesting a Waiver of Merger of CTM 91000-40- 02-12 from CTM i*1000-40-02-11 The request was Denied, because the Applicant could not -,)rove economic hardship. Since that time the Town Code liar been changed to eliminate the economic hardship criteria,from the waiver of merger aoceals process. NGS OF FACT -F 1 N Q- ' The Zoning Board of Appeals held a public heamng on this application on December I 2-0103, at vetch time written aric oral evidence were presented Based upon I-jA vi'06332-RA IX all testimonv, documentation, personal inspection of the property, and other evidence, the Zoning Board fines tho followino facts to be true and relevant: 1. The lot proposed for Waiver of Merger has not been transferred to an unrelated person since the property was purchased in 1966. The two lots were merged pursuant to the enactment of the merger lavi There were no transfers of ownership outside the family during any of this time. 2- Balancing the factors set forth in §280-11 weighs in favor of the applicant as follows- a- The !ot to be recognized is, of comparable size to the majority of improved lots in the neighborhood. The subject lotis0.511 acres. -Fhe lots -immediately to the east and west along Homestead Way are the same size and dimensions as shown on the "Map of Eastern Shores at Greenport" and the Cou�jty Tax Map; 1000-40-2-10.2, 13, 14 &15. b, The' lots to be unmerged are vacant They have historically been treated and maintained as a separate and independent residential lots. c- The waiver of merger and recognition of a second lot will not create an adverse impact on the physical or environmental conditions in the neighborhood. The subject parcel is one of many vacant lots in the neighborhood. There are no wetlands and no reported environi-nental constraints on the subject property, RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under Town Code §280-11(2), a motion was offered by Member Schneider, seconded by Member Weisman, and duly carried, to GRANT the application concerning Waiver of Merger of CTM #1000-40-02-12 from CTM 91000-40-02-11. In accordance with the Law as written. Vote of the Board: Ayes: Members Goehringer (Chairman), Simon, Weisman and Schneider. Member Homing was :absent. This Resolution was duly adopt--d (4-0) erard P Goehringer, ChairmanApproved for Fifing 121LP109 Scott Ar Russell b"°SU ��� ST0]K1\\1WA\r]F1E1RL SUPERVISOR W M[ANAG]EM ]E N]F SOUTHOLD TOWN HALL-P.O.Box 1179 534395 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold APR 6 2015 CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No Lim O of / LpO(.Mg THAT APp�`4 is 1117 17j u �\J s ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑[ B. Excavation or filling involving more than 200 cubic yards of material ❑Edwithin any parcel or any contiguous area. C. Site preparation on slopes which exceed 10 feet vertical rise to 100 -feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or-coastal erosion hazard area. ❑E E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax 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 and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date_ � District ` Q NAME JO A f_7 ( ' tet 74 e /Z / 1 &d.0 Section Block Lot CSigmturJ ****FOR BUILDING DEPARTMENT USE ONLY**** Contact Information _(45A 6 `— trelephom Numbed 1 Reviewed By — — — — — — — — — — — — — — — — dd Con2jKgctionWork: — — — — — — — — — — — — — — — — — ❑ Approved for processing Building Permit. Stormwater Management Control Plan Not Required. - Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM SMCP -TOS MAY 2014 /(%_ APPLICANT S.C.T.M.#: 1000 S� CHAPTER 236 (Property Owner.Design Professional,Agent,Contractor,Othe �- OO Irk sig 02.�y Stormwater Management Control Plan CHECK LIST NAME Section Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application: p'e"epdnt e: °�y �c The applicant must provide a Complete Explanation and/or Reason for not providing �l all Information that has been Required by the following Checklist Ignature Telephone Number 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Herel YES NO NA Yer.If you need additional room for explanations, Please Provide additional Pa show all of the following items: P P a. Location & Description of Property Boundaries 0O b. Total Site Acreage. 0� c. Existing-Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2). DRAINAGE INSPECTIONS ARE REQUIRED d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. V0Contact TOS Engineering at 76r.-1 •e. Limits of Clearing & Area of Proposed Land Disturbance. v f. Existing & Proposed Contours of the Site (Minimum Z Intervalb) 00 that the d;ainage has been installed to Coda; g. Location of all existing & proposed structures, roads, O� driveways, sidewalks, drainage improvements &utilities. h. Spot Grades & Finish Floor Elevations for all existing& proposed structures. I. Location of proposed Swimming Pool and discharge ring. 0© EROSION&SEDIMENT CONTRUM j. Location of proposed Sol]Stockpile Area(s). Shall include but not be limits to: k. Location of proposed Construction Entrance/Staging Area(s). �0A well maintained Construction Entrance, 1. Location of proposed concrete washout area(s). Fencing,stabilization& M. Location of all proposed erosion&sediment control measures. Seeinactive soft. 2. Stormwater Management Control Plan must include Calculations showing 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&Sediment Controls. �00 b. Construction Entrance&Site Access. 0� c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) ------ d. Leaching Structures (e. .infiltration basins,swales,etc.) ****FOR ENGINEER DEPRT USE ONLY1 0**** Additional Information is Required. Reviewed& IStormwater Management Control Plan is Not Complete. Approved By: — - - - - - - - - - - - - - - - - - - - - - - - - Stormwater Management Control Plan is Complete. Date: SMCP has been approved by the Engineering Department. FORM * SWCP Check List-TOS MAY 2014 AS DETERMINED BY SUFFOLK ENVIRONMENTAL l ry v i Y ► • , s a/i l l Y V i JJi Y i i , CONSULTING. INC ON AUG. 28th 2014. AT GREENPORT OP° 1) $� o TOWN OF SO UTHOLD o ol, PC y�A .\ 50.00 300. SUFFOLK COUNTY, N. . Qo � $9' � �,� 1000-40-02-12 a w���;N SCALE 1'— 30' 0 g v`'�1 , o JULY 23, 2014 60 0 0�� �\ ®TEST No `A- JULY 31, 2014 (Proposed House) o HOLE dF O SEPT.16 2014 (Revisions) / r-oc 10 ' Z �\ a NOV.11, 2014 (Revisions) �� \ '�► JAN. 28, 2015 (Revisions) MARCH 17, 2015 (Revisions) X O O o. ; N Q ` F170) >s Gv P °moo _ �5� 1 '� NO O Ln SLI � F i --♦ EXCAVATION INSPECTION REQIJiRE® FOR SANITARY SYSTEM i TEST HOLE DATA �QR�' pEcK \ HTH DEPARTMENT . �, McDCNALD GEOSCIENCE 04/01/05 LIM17S OF CLEARING O O� \ G O t \ \ �� n GRADING PLAN �d EL ag• AND GROUND DIS7URBANCE / 'T� DARK BROWN SILTY LOAM OL \ h \ nQ. 41 S F.F. MY BROWN SILTY SAND W17H Via2TAW D GiUW EL 90' HEAVY GRAVEL SK/ 5� , Ow � LEK � lQR1a3' saw r starcgfflm in PM 6' LEMMM BROWN fJNE 7D COARSE SAND � 3aDRAINAGE INSPECTIONS ARE REQUIRED WITH HEAVY GRAVEL SW .�> Contact TOS Engineering at 765-1560 bef�oo L-DPOWD BMW s EL Z3' 6.6' \ �p \ `� V? \ ` \ Backfill, OR Provide Engineer's Certificappq�a4UGV SEPflc TAW YSOM Mto�AfD WATER ELZJ' 7 / ` DIAar'4 FT. JV01 PRECAST C1LI OWM tFAafNG RWGS WATER !N BROWN FINE >o COARSE SAND ` � 5� - \ � � hat the drains has been installed tol�l� WITH HEAVY GRAVEL SW T /� 1 opspp 1 \ EUCKFAl AIAMFRIAL f:OURSE SAND AND GRAM (J'CDLLAR) V' N07Et WATER ENCOUNTERED 6.6'BELOW SURFACE ^'°® O� �`\ �� � �a� SROSI()N&SEDIMENT CONTROLS Z %T% a\ PERN f P I:�'"=gyp O —'► Ap""o, Shall Include but not be limited to: —� o C� `�,\ OR AI,Or �10 ® z`�'\ / -91NGL1-AR1 CONS• R te: A WWII f'191�Intalned Construction Entrance, � LY RU�o�3�,IP RAIN RUNOFF CONTAINMENT: OAT a�IDENcc OiVLY ORS DWELLING: 1,477 Sq. Ft. = WETLANDS FLAG WiF@ Backed-Silt Fencingo'1n Ictive sol6s. o 'A �\\ � � / E �� �/" 1,477 x 0.17 x 1 = 252 Cu.Ft. �@�diFl�®(�!(��ed an CC AppBOI,S•RSP, I Provide 2, DWs. S'QI x 3' Deep • = SPIKE N O• o- ■ = MONUMENT Connected by Gutters & Leaders ANY ALTERA770N OR ADDI77ON, TO -THIS SURVEY IS A WOLA71ON N Pori aTUlu ` OF R!E OF SEC77ON 7209OF THE NEW YORK STATE EDUCA77ON LAW. ��Pl�c OP '�� �}� EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77RCA77ONS "'�� 1� J' �� O HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF `1���( ' AM '' gpg1 � �� �ET�a SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. ELEVATIONS REFERENCED TO NAVD88. ,10''Y� �� V•�• y / am familiar with the STANDARDS FOR APPROVAL S 6'Og A / AND CONSTRUCTION OF SUBSURFACE SEWAGE ��53 6 oA� CON OVAL OF STORIVIn Cod RflAANAr 6 T NO. 4 DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES E �N,EN� S`' ROP n Cod and will abide by the conditions set forth therein and on the of QP 4� Date: - pt r 6 p CO RVEY .C. permit to construct. �pGE �jQiv Approved by: (631) 765-5020 FAX (631) 765-1, l` P.O. BOX 909 The location of wells,cesspools & public water shown hereon are c�-E3 AREA 2 ,192 SO. FT. 1230 TRAVELER STREET from field observations and or from data obtained from others. SOUTHOLD, MY 11971 14, �� L MAN7l�F DEr� ... ....a """""� FLOW �� r� T •.r.uc a MN•w wLii p�'j 0 av ww war .'. � �_, �i }�— i•a—r,— _ w,o+•�A" n+ Ism mato avec �1 � �'+T"���':i`•>�, 2 � ` =MV iemamon w•nc ru,ga !• • • ..,�..� n r v�f"v'-''��'"'^ti��rrv E'�•`r.rY.-'�3'la^�Stii�v`-.' t_•''e ��c6 `� '.S y`r" -sib' T-�"xT- -.' ,;+Z��` O 5o W •v v wan tans®um ti •• • . �,•• ...„w w. SLOPE- 4'VERTICAL '� Y 'r r it d St `'� 0 F.Fuarowaare �� FACE o'� I o '•`v�� =�5^r'�' '_�, ^" Q L aZ, PG nra„o ser r am,rr, a (e• :. •� - o R � - � �W. ,�f a? L�L'�^may'">F.o���'�• �. [� ,-+ � Q' 411reo-1)," w ! e• f' o as"� cK'` - - 4kUeYc'2'� H p. O ••• BEDDING DETAIL t•.+m PERSPECTIVE VIEW � _4t 0h U 0 FRNNDNwcerut. ? WIx ANGLE FIRSTSTAKE TOWARD Q•�^ __ W M ST DEML PREVIOUSLY WD BALE i•_,+yam S�MNIMUM 2a2 M�p��~ rn z lG W j {f,��; FENCE POST , .v....n O raseQq amen aWc l�iFw�c ..w•..:'c..os' FLOWC=,.L�•G i!s""WOVENWtREFENCE 0.4 E r. a`"`�•"e"" m Fi{ 0, aZS N AI (C„c.10110 WWFI oaia�e~ - ' Stw�i+CaA — y- FLTER CLOTH PLAN%EW a[a,E Q 2 Oi lot ummne .. . =_ --+. — BOUND HAY BALES DICED MTER CLOTH = ROAD A D I � A�Q O oh =" PLACED ON CONTOUR Mal.i'INTO GROUND 0 T- = ��� € w rrmuo aam .� 2RE-BARS:STEEL PICKETS OR --� v�••ua Rte,^�°'4' W 2'X 2'STAKES rS to r IN GROUND. KITE' L, DRIVE STAKES FLUSH WITH TOP OF a+AIUMUM DRAINAGE MFA CRQgS SECTI Y1 M uI MAY BALES. 111 ACRE r 1a0 LINEAR FEETr/j 1� t•.we ����� ANCHORING DETAIL f"{ ] C4H • M A" _ SECTION DETAIL Z W M En STRAW BALE DIKE DETAILS TEMPORARY CONSTRUCTION ENTRANCE �" ...eA Tr •I"•� "e4"°t•l SILT FENCE DETAILS STANDARD PRECAST CONCRETE OfTCffBASIN (3 FLET to 20 FEET N UEFA() A o • ` Omm Out - STORMWATER MANAGEMENT PLAN ' . -(� FOR P R O P E F; T 1 ppPROVAL OF STORMWATER M AGEMENT _n a 36 JI _ n Cod p er A U F+ pW Typical Section Leaching Pool A T G R E E N P O R T CONTROL a a a ci A TOWN OF SOUTH �JLD N .Y , Ates o a �;6 • f Pp SITE PLAN DATA: (To Include) ' NAME OF PROPERTY OWNER 1000-40-02-12PROPER co SUFFOLK COUNTY Sept. 17, 2014 TOTAL SITE COUNTY TAXMAP NUMBER E— TOTAL STTEAREA/ACREAGE # TOTAL AREA WITHIN CLEARING LIMITS c LOCATION OF ALL PRIVATE WELLS WITHIN 100, c TEST HOLE LOCATION N .' w STORMWATER IDRAINAGE H •� � ' CALCULATIONS: (To Include) C Q TOTAL AREA OF ALL IMPERVIOUS SURFACES. U E— ROOFAREA DRIVEWAY AREA cn PATIO AREA Aj ALL OTHER IMPERVIOUS AREAS ' Al rn STORMWATER CALCULATIONS FOR A 2"RAINFALL FLj DESIGN ELFT 1MNTS•r0 INCLUDE:SIZE&DEPTH OF H LEACHING POOLS,DRAINAGE PIPE SIZING&TOTALSHEET 2 Q 2, O,O 0 CAPACITY. (Provide Site Plan Number System for all Drainage OR, Structures) - - ylna� W f I L � 5� ® i Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 ro enrichert9, 3 a Southold,NX 11971-0959 - -Slv I Di , NOV 2 2 2016 BUaDING DEPARTMENT TOWN OF SOUTH®LD BUYLDING DEPT. � APPLICATION FOR ELECTRICAL INSPECTION TOWN OF SOUTHOLD REQUESTED BY. I Date: Company Name: A J Name: ' f License No.: J� Address: a-b L Ox,��? �► �� V/01? Phone No.: 1 � b b3 � � JOBSITE INFORMATION: (*Indicates required information) *Name: Ravi DAV" if *Address: 3G b 0M e,!t )/ *Cross Street: wV5t 00ba( jlnob-fe,s 16,),,e nbr *Phone No.: Permit No.: Ly 0 Tax-Map District: 1000 Section: Y19 Block: Lot:— *BRIEF DESCRIPTION OF WORK(Please Print Clearly) X1 VV tr-.e,_ / sFee-1- Pease Circle Ail Th (Please. at Apply) *Is fob ready f®r inspection: NO L Rough In Final d *Do you need a Temp Certificate: ES P NO �I � b3) 3- -I 14 I�Temp Information(If needed) . *Service Size: ha 3Phase 100 150 200 300 350 . 40o other I � *Blew Service: Re-connect underground Number of Meters Change of Service Q rhea f Additional Information: PAYMENT DUE WITH APPLICATION 132-Request for Inspection Form a�QS�fFOLk�oG Town Hall Annex �� Telephone(631-1802 54375 Main Road '. Fax(631)734-9502 P_O. Box 1179_ C:) Southold, NY 11971-0959 s BUILDING DEPARTMENT NOTICE OF UTILIZATION.OF TRUSS TYRE CONSTRUCTION, PRE-ENGINEERED : WOOD CONSTRUCTION AND/,OR TIMBER CONSTRUCTION ' Date: 1 Owner:. , Location of Property: �-t ��U=iS Please take notice that the (check papp(icablp line): New residential structure 'w�a Addition to existing residential structure kehabilitation to an�existing residential structure to be constructed or performed at the'supiectpro0erty0fe'rence above will Litilize : - (check applicable line): Truss type construction(TTI).- Pre-engineered TT).Pre-en ineered wood:.construction PW Timber construction (TC) in the following location(s) (check applicable line): ' Floor framing, including;girders.and beams (F). Roof frarning�(R)' _ Floor and roof framin Signature. Name (person subrr, tir:g this form): Capacity (check applicable line): - ----------------------- Owner -- — ------------- --___- ___. Owner representative TrussResReg15.docx Effective 1/1/2015 TEHN DFsiGN GR®uP, A1RCMTECTS, LLC nD [RQEgV[R (� 1301 DEER PARK AvENuE• NORTH BABYLON,NY 11703 U SUFFOLK OFFICE: 631-242-3184 • FAX:631-242-3186 NASSAU OFFICE: 516-437-1999 • FAx:516-616-0919 MAY - 5 2017 May 5th, 2017 BUIMING DEPT. Town of Southold, Building Department TOWN OF SOUTHOLD Town Hall Annex Building ED ARCy� 54375 Route 25 ���J��N K TFy ��• P.O. Box 1179 Southold, NY 11971 �o ATTN: Building Inspector F2 9 46 ermit#41102 \�oF N 0 Homestead Way, Greenport, N.Y. 11944 SCTM: 1000-40-2-12 Dear Sir, Final Inspection Completed At 380 Homestead Way, Greenport, N.Y. 11944 This is to certify that the final inspection at the above new single family dwelling was completed on May 4th, 2017.A certificate of occupancy can now be issued pending a Health Department as-built approval and electrical final. The dwelling conforms with the approved drawings and the construction meets the minimum standards of the New York State Uniform Fire and Building code, the 2010 Residential Code of New York State, and all applicable local codes under which it was approved. Thank you. Yours , Emm I Tehn-Addy, R.A. Princip I Tdg:ETC4 1011 IL vires ARCHITECTURE ® PLANNING • PROJECT MANAGEMENT • ENGINEERING N LANDWARD EDGE OF FRESHWATER WETLANDS OQD SURVEY OF PROPERTY AS DETERMINED BY SUFFOLK ENVIRONMENTAL CONSULTING, INC ON AUG. 28th 2014. LA• Sp N�� .� Q�g�; ,.,�$•, o A T G EENPORT Soy ��PCP .Y�\ TOWN OF SO UTHOLD 5p,po 3po•o SUFFOLK COUNTY, N. Y. i ��o E Qo a9 1000-40-02-12 ��EA N69'p2 ��' d<� , �"� " SCALE 1' 30' / pp o�4 ® dP r�� JULY 23, 2014 �00' ��� TEST g 5' `Z+ JULY 31, 2014 (Proposed House) Ids 16 t _ H0� SEPT.16, 2014 (Revisions) / ;I 6-p9� y�\ �j NOV.11, 2014 (Revisions) fa X16 JAN. 28, 2015 (Revisions) 0 /X QOM o. ; N' ` MARCH 17, 2015 (Revisions) LU ams GORE �e°�o"� CNJ _ T4 1E CY'CAeiATu®N NSPECTu®N REQUsRE® 1":j- =uj� lP R \ Z FOR SANITARY SYSTEM TEST HOLE DATA °%lam �EGK \ BY HEALTH DEPARTMENT McDONALD GE0MENCE 04/01/05 UMlTS OF CLEAR/NG \ l G OEL ; B 8' DARK BROWN SILTY LOAM OIL AND GROUND D/STURBANI Z \ l / \\ �� GRAD/NG PLAN ` 4' APPROMM F.F. EL 130' PIPE EL iL0' fuML9'/ED GRAGE EL RO' BROWN SIL TY SAND WITH HEAVY GRAVEL SM Nr O° 5 ~ ORpP 1 \ ..� 10.5' LE 1SEMLE LE (A1V1ER 6' BROWN RNE 70 COARSE SAND 3q 0 �P \ 1 T, e.Y 9l5' e'M� 1 W17H HEAVY GRAVEL SW 4 EL. 2.3' 6.6' \ .IO'MIV. \\ \ FR&R0SM 58W MEN GROUND WMER ELZJ' WATER /N BROWN FINE 70 COARSE SAND O 5��n �� \ [111,000 GALLON SEP17C TAW. W17H HEAVY GRAVEL SW � PSpU- \ \ [J]B FT. DU.x 4 Fr HIGH PRECAST CONpPEIE LEAd/WG RAdGS C00�tp6E / \ N BACPMLL MAMMAL COURSE SAND AND ORAVa (J'DOLLAR) 13' — NO7E• WATER ENCOUNTERED 6.6'BELOW SURFACE 0 �Z � NOUN DE PARTs ���6►9�p�® Msd��®p 6 o\ �� OYAL O �C'r107 ��I��� RAIN RUNOFF CONTAINMENT: = WETLANDS FLAG O "\\ �D�9Gt"a P Myr a"B� ft9S�°I �9��!®N on DWELLING: 1,477 Sq. Ft. • = SPIKE ��}�� �D / �,�6�' y Provide 2 DWs. 8'0 x 3? Deept• ■ = MONUMENT NN �P��®��� H�,�� E�®o o-O� Connected by Gutters & Leaders ANY AL7ERA770N OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC770N 7209OF THE NEW YORK STATE EDUCA77ON LAW. �® S of'N E EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77FICA77ONS hi OF HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF 7HE SURVEYOR ' WHOSE SIGNA7URE APPEARS HEREON. 1_ ELEVATIONS REFERENCED TO NAVD88.I am with the p,.W o� G' • FOR AND CONSITRUC770N OFSTANDARDS SUBSURFACE SEWAGEOVAL S66�p9'1 DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES E���3 SNR i`'O n NO. 49618 and will abide by the conditions set forth therein and on the QP`�`M PCO VEY .C. permit to construct. EoO� of �Q� (631) 765-5020 FAX (631) 765-1797 P.O. BOX 909 p1 The location of wells,cesspools & public water shown hereon are c�EAREA= 22,192 SQ. FT. 1230 TRAVELER STREET 14-08 from field observations and or from data obtained from others. -\454•3 SOUTHOLD, N.Y. 11971 S.C.T.M. NO. DISTRICT: 1000 SECTION: 40 BLOCK: 2 LOT(S): 12 Y -Y� /" 1 LN �LZ,f FRESHWATER WETLANDS` W W W W W W AS DETERMINED BY' W W W W SUFFOLK ENVIRONMENTAL CONSULTING INC. W ON AUG. 28, 2014. W W W W W W W W W W W W W W W W W W W W W CL 7.7 HOMESTEAD WAY 00. S66009'10"11 N69.02'10"E IRON PIN 60.00' 50.00' EL 8.0 f 300.0' O O -P 1010 W O LU • tn CA O 2 6.2' .;,:"•.;ZO12.7'.: 21 .5' EL 12.5 '' : :r.. T� - ,:::';:•':;;,r,,'s;r,,; FouN6+fioNioc.:'•;:.,:•., •.::'b:: �l ry; ",•,,,:;::••:,.,:• OCi. 18. 2016 C LAND N/F OF CRAID & MARINA SLEIFER O i� c O --- O V) b `M Ste. EL 15.3 __`M 110.00' NORTH ROAD C.R. 48 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM nELD OBSERVATIONS AND OR DATA OBTAINED FROM 07HERS. AREA: 22, 192 S.F. or 0.51 ACRES ELEVATION DATUM. NAVD88 _______________ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF:DESCRIBED CERTIFIED TO: MARIA CHORI; MAP OF: MORTGAGE MASTER; FILED: FIDELITY NATIONAL TITLE INSURANCE COMPANY, SITUATED AT:GREENPORT TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Boz 153 Aquebogue, New York 11931 FILE #16-159 SCALE: I"=30' DATE:SEPT. 20, 2016 PHONE (631)298-1588 FAX (631) 298-1588 N.YS. LISC. NO 050882 maintaining the records of Robert J. Hennessy do Kenneth M. 1loychuk �p� y IIOZ S.C.T.M. NO. DISTRICT. 1000 SECTION: 40 BLOCK: 2 LOT(S): 12 #R10-15-001 _ cn LL! ' FRESHWATER WETLANDS" W W W W W SGL " AS DETERMINED BY' W W W W LH 0 SUFFOLK ENVIRONMENTAL CONSULTING INC. W 14 " ON AUG. 28, 2014. W W W W W W W W W W _. _.. _ .. _ ._.. �D WAY CL 7.7 HOMESTE I EDGE OF PAVEMENT I' 566.09'10"W 1111691,111012 10 El 50.00' IRON PIN 60,Q0' E 8.0 j W.M. EL 8.8 300.0' GUT DRAR DR O i' IW WE i 1(n / 0) :00 O $ ool` J_,9n o HL COVEREDPORCH C726.2' .::':' •29.4`::..:::: ..... r12 7 2 1.5' EL8.820:1:. ::.. ..::.: EL 8.3 O N:::: :.DWEWNG :..::: ;' :::::: .ct O In 11.2 .. .. .. . . .... LAND N/F O .. :.:. :.'...:::... OF EL 9.0 CRAID & MARINA BLEIFER WOOD 14' DECK 28' 8101 S T 69' 79' 68' 31' LP. O 44' LP. u7 3 LP. 3-4 BEDROOM a - - Z SANITARY SYSTEM D 1000 GAL S.T. V p � (3) 8'DW x4' DEEP LP, O W MAY„ — 1, 2017 BUILDING DEPT. TOWN OF SOUTHOLD SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES EL 15.3 6' STOCKADE FENCE 0.SN APPROIIAI OF C`?NSSTRUCTEDWORKSFOR —❑ 110.00' STK. `STK. �$"{}9'1-0"w Date CPR 21 ®a� H.S.Ref.NO.�1 -co ROAD C.R. 4 8 �S IFOS"g �;���s�l sr.,',: a s supply fa l aR t�ls� NORTH Inspse°.�andIC7 e3T'L jej ab;I 441iR®89BP£tF1EP14 ®8Ft6P�B6r 29 9fi� r R® t sslgsfsclory FOR A 61 I6laal�K9F 8E11R=5. , o OV REVISED SANITARY -MEASURMENTS 04-23-17 FINAL SURVEY 04-10-17 7NE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVAT70NS AND OR DATA OBTAINED FROM OTHERS AREA: 22, 192 S.F. or 0.51 ACRES ELEVAT70N DATUM: NAVD88__________M_ UNAUTHORIZED AL TERA 77ON OR ADD177ON TO THIS SURVEY IS A VIOLA TION OF SEC77ON 7209 OF 7HE NEW YORK STA TE EDUCA 77ON LA W. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TV770N, GUARANTEES ARE NOT 7RANSFERABLE. 774E OFFSETS OR DIMENSIONS SHOWN HEREON-FROM THE PROPERTY'LINES TO- 774E STRUCTURES ARE FOR-A SPECIFIC PURPOSE AND USE 77-IEREFORE 7HEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 7HE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RU&TURES RECORDED OR UNRECORDED ARE NOT GUARAN7EED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF:DESCRIBED CERTIFIED TO: MARIA CHORI; MAP OF: MORTGAGE MASTER; FILED: - FIDELITY NATIONAL TITLE INSURANCE COMPANY; - -sITuA-TED -AT.GREENPORT TOWN ORSOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW -YORK Professional Land Surveying and Design P.O. Box -153 Aquebogue, New York 11931 FILE #16-159 SCALE: 1 "=30' DATE:SEPT. 20, 2016 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk I ofsouryo6 BUILDING DEPARTMENT TOWN OF SOUTHOLD o Town Hall Annex•54375 Main Road•P.O.Box 1179•Southold,NY 11971-0959 eft?MV ` Telephone(631)765-1802•Fax(631)76.-9502 Date. G� �� ,20k— Number of Meters Temporary Certificate Size Phase l Overhead 0 Underground ❑ New Service Change of Service ❑ Reconnect Existing Service ❑ Location --5 5�5 A6�� �),fu Issued to �✓� �r ��� Installed by 14:14' Ol �367— Lic.# � Reference Application for electrical service equipment is on file with the Town of Southold.On applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This veri. valid or s f o e a ove e. Authorized by _ 1 cREScheck Software Version 4.6.2 l�J( Compliance Certificate Project NEW ONE STORY DWELLING W/ 1 CAR GARAGE Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 8% Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 380 Homestead Way PAUL DAVEY EMMANUELTEHN-ADDY Greeport,NY 11944 SLIGO CONSTRUCTION TEHN DESIGN GROUP LLC 1145 BAY HAVEN LANE 125 E.SUNRISE HWY SOUTHOLD,NY 11971 LINDENHURST,NY 11757 Compliance. 13.2%Better Than Code Maximum UA: 273 Your UA: 237 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;:`Arl�_al Cavity Cont. Peeirneter Wall 1:Wood Frame,16"D.C. 1,381 13.0 0.0 0.082 101 Window 1:Wood Frame:Double Pane with Low-E 82 0.340 28 Door 1: Glass 24 0.300 7 Door 2:Solid 48 0.300 14 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,426 30.0 0.0 0.033 47 Ceiling 1:Flat Ceiling or Scissor Truss 1,317 38.0 0.0 0.030 40 Compliance Statement: The proposed building design described here is co 'ding plans,specifications,and other calculations submitted with the permit application.The proposed buildin eet the 2010 New York Energy Conservation Construction Code requirements in REScheck Versio 1 ndatory requirements listed in the REScheck Inspection Checklist. Q 2 �0 1 ! r„ gMYI .aV\���n"i1-!1y A�t1� Jk_J -ADate 1 6lV Name-Title Signa u11 w a o (P 1 ,9 4 6 FOF NO O Project Title: NEW ONE STORY DWELLING W/1 CAR GARAGE Report date: 10/26/16 Data filename:\\192.168.1.102\main drawings\00-ALL JOBS\2015 JOBS\DAVEY-15-075\380 Homestead Page 1 of 1 way.rck O ,n 0 0 NOTE NOTE NOTE NOTE 0 7 I N IGE SHIELD TO EXTEND FROM EXTEND CHIMNEY � MIN. 4" THE HEATING, DHW AND AIR CONDITIONING ALL LUMBER THAT i OME5 IN CONTACT WITH } A ROOF EDGE TO OF 2 SYSTEMS MUST MEET OR EXCEED THEHE16HT A5 NOTED ON PLANS LuINSIDE OF EXTERIOR WALL LINE CONCRETE SHALL EE A.G.Q. LUMBER. 5PEGIFIGATION5 GALLED OUT ON THE ENERGY c1 5HEE � STAR COMPLIANCE CERTIFICATE. TITLE! SEAL f p A CH/T NOTE NOTE: TE �C'> THE PROPOSED DWELLING HAS BEEN THIS PROJECT SHALL COMPLY WITH THE 1 J� - DE516NED TO BE IN CONFORMANCE WITH THE MEG HANIGAL CODE OF NY. STATE .0 GHAPTER5 12 THROUGH 24. ! r 2010 RESIDENTIAL CODE OF NEW YORK. THE PLUMBING CODE OF NY. STATE, Q CHAPTERS 25 THROUGH 32. 4 029 Nt7h J PLAN17 5 THE ELECTRICAL CODE OF NY. STATE, kms \ N CHAPTERS 33 THROUGH 42. F PLAN 5EC71ON NOTE: TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS AND / A- N A- OR S GATIONS ARE IN OMPLIANGE WITH TH \ THE 2010010 EENERGY CONSERVATION CONSTRUCTION CODE. �I NOT R.� H'�RTM:LL I' AT lit- � 1 i;.a X02 t F.`"` i r PI'v! FOR I ' F^vLLC"t'vit�" i" �r:CTICNS: Lu _ v ' 1. FO!.1°dDA-i IO'I - TU4'0 RrOt.11;iED � FGR P 0 JRED CONCRETE 2. FOUGHE - FRV,.,"INC & PLUMB'PIG Q. ;j".)ULATI0,11 ' 4. Fl;WL - CON-STRUCTION MUST 5E COM'PLETE FOR C.O. ALL CCHISTRJCTION SHALL MEET THE ` REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERROR`:. } � r PUF K NOZ Q vN����OGP��ON ;: �( `(;70,l4 i f', TOWN CODES d } 2 z O�PM�N�P��Ope�0�1�p' �, REQU i " R'r" ONDITIOR!S OF 7- W_ t- F OVN N F SOUTHOLD TGA. 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FL 15.0 � 1 _ OW O J= NOTE — ALL LUMBER THAT GOME5 IN GONTAGT WITH I I I SEAL ARCc — 16" x 8" GONG FOOTING ] I I I I GONGRETE SHALL BE A.G.Q. LUMBER. I I I I I ��,��,K• T�ytiF� I 4" P05T ANrHORED ON O"� 50NO TUBE B LON GRADE —_- - - - - - - - - - - - - - - - - - - - - - - - - - I FIN. FL_ I - - - - r - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I AND4"-6" ABOVE GRADE � � � L-L� - - - - - 16" x8" GONG FOOTING 16 x8 GONG FOOTING � _OF N� i=R01'05r=r7 FRONT F.LF.Y'ATI Oil FR0i=05rz1; fiRl C HT 51 i;�E ELEYATI ON 1/411= 1'- O" 011 B - - — — — — — GRIGKET CONTINUOUS RIDOE VENT - — — — — — — — —RIDGE HEIOHT— — — — — — — — — RIDOE HEIGHT -- --- _ CONTINUOUS RIDGE VENT -- -- ASPHALT— -- -- -- - --- -- ---- -- -_- - -_ ----- 12 SHINGLES � -- -- ------ -- - � � LU 2� �L HINGLES I - ASPHALT ---- --- - - - - S - - - -- - - - LU _ --- -- - ICE SHIELD- IGE SHIELD - - - -- - - -- - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ — — — — — — — — — — — — — — _ — — — — — — ---- - GLC. HT Q il WIN. HT - - - - --- - --- - -- - - - - ---- - - -- -- ` VINYL 51DING_ VINYL SIDING - - - - - - - - 36" RA ------ --- ---- -- - -- ILING ----- --- - - --- - Q Z tu S } ---- -- -- - -- FI FL 13 - _ _- - - - - O lu U] tH � AVO. ORADE © 8.1 GRADE AVO. ORADE @ 5.cf � o ® - - - - - - - - - - - - - - - - - - - I I I I I I I I 16' x 8" GONG FOOTING I A O � I 4" x 4" P05T ANCHORED ON I — 10"(P 50NO TUBE BELOW 3RA0E AND 4"-(b" ABOVE GRADE I I I I I I -A _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ II 16 x8 GONGFOOTINC - - - I-1- - - - - - - J_ _L - - - - - - - - - - - - - 16" x8" GONG FOOTING i�i�0i�05 1� REAR EL.E\/ TION z I/4 - I f=R0f=05F-I:) 1.r=r-T 51i7r= ELL\/AT10N 1/411= 1'- O" O Z v ~ <1 DWO NO a SYM�0L J.. GND NOTE! I. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND POSTS ABOVE. NEW GONSTRUGTION DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND STAIR WELL OPENING. TO BE REMO�/ED 62'-0" 2. ALL STRUCTURAL G0L'S THAT SUPPORT ANY HEADERS EX15T'G STRUCTURE L.V.L., GIRDERS, ETC. SHALL BE SUPPORTED DOWN TO FOUNDATION, FTC 5, AND OTHER STRUCTURAL NEW CONCRETE 61RDERS OR HEADERS AS NECESSARY. 23'-10" a 14'-q" 8'-O" 3. ALL PLYWOOD SHEATHING SHALL BE CONTINUOUSON DESIGNATES DETAIL VIEW FROM SILL PLATE TO TOP OF TOP PLATE, BEHIND ANY 10 x 4" NG, T ANCHORED R SECONDARY ROOF SYSTEMS, 6ARACE5, OR COVERED — — — — — — — Io"� SONG, TUBE BELOW GRADE DESIGNATES SHEET NUMBER P0RGH'5. (ETG) AND 4"-6" ABOVE GRADE X_ # — — — — — — — CLOTHES DRYER VENTING NOTE NOTE: SMOKE DETECTOR 8 '17 — — — — — — — A DRYER TO BE VENTED TO THE EXTERIOR CARBON MANOXIDE DETECTOR WALL OF DWELLING AND SHALL COMPLY TO BE HARDWIRED DESIGNATES SEGTION VIEW — — — — — — — — (2) 2"x 8" HDR 4 T O & INTERCONNECTED X # 0— ILL XIZ 7 zx 1 DESIGNATES SHIEST NUMBER HOLD DN. I J w " -' I HOLD DN. 2 x 8 NAILER ILVER LINE 2 30 SLIDER ILVE:R LINE 2 30 SLIDER 77 = - - - - - - - - - - - - - - - - - - - - - - - - - _ — - - - - - - - - - - - - - - 1 " GONG. FOUNDATION W lW L /� — NOTE I I I;n I ( I I " x 8" GONG. FTG. ALL LUMBER THAT COMES IN GONTAGT WITH I I I In' I I I NOTE: r-4" II'-5" I'-4" 12'-I" I� r CONCRETE SHALL BE A.G.Q. LUMBER. I I z I DOUBLE ALL FLOOR JOISTS I Q Q UNDER PARTITIONS ABOVE. ,� N DOUBLE ALL FLOOR JOISTS O r- p HANDRAII, AND TRIMMERS AROUND R-30 INSULA ION IN FL. JT5 IO �n STAIR WELL OPENING. UP \ I I I O 1 m 6 � 0 0 m +2' 0 " _ o GELLR o _ " HOLD DN. 0 0 I z U- b'-O" GL6. HT. u N m - (DELEG. — � p — S.D. m m O x O I LL I - &DET. Ci� C� w � m m J I I-� — I 11'-4" I m - J_ I�, o T5 : NEA 'YOR"",­ STATE �T �� 6 1381-111I I � > -- � O �I� � W® WILL OOMFLY WITH 7HE RESIDENTIAL OOZE OF NSW YORK 57AT X010 s CHAF7ER 55 7HROUOH 4:2 _ e 3_ 2 x 12 61RDE� 3- 2" x 1 GIRD R 6 5 2 L12' DER _ _ _I 3- 2 x 12 GIRDER I _ SEAL 3- 2 xl2 GIRDER L — J L — J L — J L — J -1T I \� ENERGY STAR �AB LE� H0� � I I 1 I 1 24" x 24" x 12" I I �tQ'`G�KREHN�cx GONG 1=T (TYP) I \ OU I) L I E5 I UNEXCAVATED I I w W/ 3 STE L COLUMN AIG 14 SEER/12 EER I `r 4" GONG. 5LAB OVER BAGKFILL COOLING EQUIPMENT O MATERIAL @ 95% GOMPAGTIION. (MINIMUM) HEAT PUMP 14 5EER/12 EER 8.5 HSPF I I cv I I R-30 INSULATION IN FL. JT5 (0 kC� �p p o p COOLING EQUIPMENT ENERGY STAR QUALIFIED GAS FURNACE 40 AFUE;ORCD (Yl N ICV •�•- _._. �/ (MINIMUM) ENERGY STAR QUALIFIED GAS OR OIL BOILER 85 AFUE;OR I I Q © w CD I � O I 6 ENERGY STAR QUALIFIED 8.5 HSPF HEAT PUMP;OR I I �\ � Q I [� x � x v_ I z OIL FURNACE 85 AFUEI I i I0'' LL Lul m m Llul LL m RIG INSULATION THERMOSTAT ENERGY STAR LABELED PROGRAMMABLE RUN PERPENDICULAR OVER G.J. DUCTWORK LEAKAGE MAXIMUM: 6 CFM25/100 SQ. FT. OF CONDITIONED FLOOR AREA, Y - I I I I U")< CEILING JOISTS I Q _ " C - -- INSULATION MINIMUM: R-8 IN UNCONDITIONED SPACES = B- 3 I 20'-8 D 26'-O O D ENVELOPE LEAKAGE 5 AGH50 MAXIMUM;COMPLETED THERMAL BYPASS CHECKLIST -- r:J__ r I ` — - - - - - - - - - - - - - - - - - - - rt �4�r,_ r; I I 1 FLAT CEILINGS (MINIMUM) R-38 (R-30 WITH RAISED HEEL TRU55 OR EQUIVALENT) R-IG INSULATION ." - I _ _ _ BETWEEN GEILIN6 JOISTS L J — — — — — — — — — — L- VAULTED CEILINGS(MINIMUM) R-30 (LIMITED TO 500 sq.ft. OF CEILING AREA) I — _ f— �1 — — — — — — — — — — — - - — �_� I I 2-2" x 4" TOP PLATE R-I3 - - - - - - - - - - - - - o I HOLD DN. F- - - - - - - - - - - - -- - - - - - - - - - - - - - - - - HOLD DN. WALLS (MINIMUM) H LD D I/2" GYP BD. 0 HOLD DN 0 I "�7 INOTE: 0 STUDS FLOOR (MINIMUM) R-Ici 5'-7" " I AS PER N.Y.S RZSIDENTIAL BUILDING CODE CHAPTER 14: BASEMENT OR GRAWLSPAGE WALLS (MINIMUM) R-10 CONTINUOUS OR R-13 CAVITY GLOTHES DRYER VENTING NOTE '-1111 SEGTION M1401.3 SIZING: 6HEATING AND COOLING EQUIPMENT SHALL BE SIZED SLAB EDGE (MINIMUM) R-10 FOR 2 FEET MINIMUM DRYER TO BE VENTED TO THE EXTERIOR I WALL OF DWELLING AND SHALL COMPLY BASED ON BUILDING LOADS CALCULATED IN I I WINDOWS (MAXIMUM) U-FACTOR WINDOWS <.35 AND ANY 51-165;SKYLIGHTS<60 AND < ANY WITH RMI502. ACCORDANCE WITH ALGA MANUAL J. SHGG I LL-4i J WATER HEATER EF (MINIMUM) GAS OR OIL: 40 6AL=ObI150 GAL=.54/75 6AL=0.54 't'YPTTIG INSULTI0N DETAIL L — OR: INSTANTANEOUS WATER HEATER OR INDIRECT-FIRED STORAGE TANK WITH n.t.s• 2'-4" 8-O 2'-411 20'-0" 211'-411 B01 LER 12'-8" 44'-4.. LU LIGHTING AND APPLIANCES 500 kWh OR 650 kWh 5AVIN65 REQUIRED FOR ALL NYESLH — Lu v ELEGTRIGAL kWh 5AVIN65 5 T FLOOR 62'-O" MECHANICAL VENTILATION AUTOMATICALLY CONTROLLED MECHANICAL VENTILATION SHALL BE INSTALLED -- — — FRO=O5E� r-OV I �0I �A7I ON FLA — ACCORDING, TO NYESLH TECHNICAL SPECIFICATIONS ATTACH I "�T OFT �O A COMBUSTION SAFETY TESTING REQUIRED FOR ALL NYESLH (SEE NYESLH TECHNICAL SPEGIFIGATIONS) "51MP5ON"HDQB OR 'SIMPSON"PHD5 2-Ibd COMMON "5IMP50N" _ NAILS 6" O.G. 2-I6d COMMON STHDI4RJ �I�I �,I —2"xb" R.R. @ 16" O.G. FOR FULL LENGTH NAILS @ 6" O.G. P O S T �O I I � �T 0 I � P T A L 5 g" OF STUD FOR FULL LENGTH 12 BEARING ON CONCRETE WALL OF STUD WALL STUD 3-I0d COMMON } K W BLOCKING @ NOTE 2"x6" DECKING DECORATIVE MOLDING = Z BLOGKINO @ i " ENDWALL FILLER STRIP 6-8d GOMMION W Z U1 5/8" A.B. 45" O.G. WITH ENDWALL ALL LUMBER THAT COMES IN CONTACT WITH HEADER A5 3"X3"X 1/4' PLATE WASHER 2-2"x10" HEADER 11­_ F- ~ CONCRETE SHALL BE A.G.Q. LUMBER. 14-I6d COMMON NAILS NOTED ON PLANS t11 (BEAM) 6-8d GOMMION DECORATIVE MOLDING W 2"xb" 51 LL PLATE \\ 04 T 0- _ J \\ I' REBAR FILLER STRIP 3-IOd COMMON FORCH 00L. TO H®R. @ O W w Q 1-41 CONCRETE WALL ° —SIMA64 SON STRONG-TIE 1 00 GONNEGT ON m 14-I6d COMMON NAILS THREADED ROD EMBEDDED ° ANCHOR (POST) " FOR HOLD-DOWN ANCHOR 12 I/2" INTO CONCRETE � POSTING AS NOTED 2" x b" FLOOR JT5 ® 16" O.G. 3 I/2 5X12" ATR ANCHOR p� 5OLT SPEC 1 r-I CTAT 10N ON PLAN PORCH COLS TO Hr� R. — 2-2" x 8" HEADER CONNECTOR 4" x 4" POST ANCHORED ON MIN. 5.5" EMBEDMENT SET IN ACRYLIC TIE 3 �I2�(,0¢N��n�� 12" MAX 12" MAX (P 10" 36" FTG. BELOW GRADE Z o p 14-I6d COMMON NAILS AND 4"-b" ABOVE GRADE O APHE51VE(AT) �//v '� 6" MIN 6" MIN (BEAM) m� • z - .4 0 4" x 4" P05T ANCHORED IN 6-ad GOMMION Z UL _ "SIMPSON" Q Z Q c• 8" x 36" FTG. BELOW GRADE AB P05T BASE BY 51MP50N — 2-Ibd COMMON 5THD14RJ AND 4"-b' ABOVE GRADE —I - NAILS @ 6"O.G. FDR FULL LENGTH iv e cV RIM J015T OF STUD m 1" 5" 12" BEARING ON 0 6-5d COMMION 7 WALL STUD —SIMPSON STRONS-TIE AB POST BASE BY SIMPSON 1 _11 14-I6d COMMON NAILS AG6R �OR(s{� ®EVIL TO I ®�. �– "SIMPSON" HEW OR ANCHOR BOLT @ 36" O.G. FOR 2 STORY (POST) 1 � --a - "SIMPSON' PHD6 " ANCHOR BOLT 12" O.G.FOR I STORY P057 W/ r-76. GONNEOTION d 2-I6d COMMON " ANCHOR BOLT @ 51" O.G.FOR SLAB ON GRADE \ NAILS @ 6 O.G. ^ A I I FOR FULL LENGTH " ANCHOR BOLT 23" O.G.FOR 2 STORY 0U1�l� TI 01� I�GH f� f- OF STUD 1 2"x6" DECKING DECORATIVE MOLDING I� ONE #4z ANCHOR BOLT @ 46 O.G.FOR I STORY PLAN VIEH W ° \ / / Lu REBAR ®� "ANCHOR BOLT @ 36"O.G. FOR SLAB ON GRADE 2"xb" DECKING v Simpson Strong-Tie 2" x b" FLOOR JT5 @ 16" O.G. 7 z T W (AS PER WFGM TABLE 3.2G) I.MIN.l" EMBEDMENT INTO CONCRETE AB _ ANCHOR BOLT® 36"O.G. FOR I-3 STORIES 6-8d GOMMION O Z Q w/3" SQUARE WASHERS AND END NUT SETUP D_ < cl I. MIN.T' EMBEDMENT INTO CONGIRETE ° ° n " 3-I0d COMMON 2. ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR oo � I/2 LAG. BOLT FILLER STRIP DW6 NO w/3" SQUARE WASHERS AND END NUT SETUP 0� J ° OR REPLACED BY HOLD DOWNS FOR SHEARWALLS @ 24" O.G. 2. ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR OR REPLACED BY HOLD � DOH 15 FOR SHEARWALLS �2�\0��� 8 �, �N• ° � 3. 1 - ANCHOR BOLT 15 TO BE LOCATED BETWEEN 6" MIN. TEGO'S ] `� 3. 1 - ANCHOR BOLT 15 TO BE LOCATED BETWEEN 6" MIN. oMi g0TO 12 MAX. FROM ENDS OR CORNERS 22 S�NNII MM a TO 12 " MAX. FROM ENDS OR CORNERS 7/b"(PTHREADED ROD EMBEDDED 51DEGOVER 5/8" ANCHOR BOLT POR(,H COLS TO H2R. 4.GONG. BLOCK TO BE FILLED SOLID® ANCHOR BOLTS. 4.GONG.BLOCK TO BE FILLED SOLID @ ANCHOR BOLTS. " ANY ROOF PITCH-1:12 OR GREATER CONSTITUTES AN ADDITIONAL STORY 12 I/2' INTO CONCRETE 4' O.G. (TWO STORY HOUSE) FLJ TO ®WELLING CONNECTOR 62'-0NOTE! �� 2 X 6 RIDGE 2" X 6" R.R. @ 16" O.G. I. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND 2" X 4" POSTS ABOVE. 8 O 2 - 2" X 8" HDR. DOUBLE ALL FLOOR J015T5' AND TRIMMER5 AROUND STAIR WELL OPENING. 2" X 4" @ 16" O.G. 2. ALL STRUCTURAL GOL'S THAT SUPPORT ANY HEADERS 2 - 2" X 6" L.V.L., GIRDERS, ETG. SHALL BE SUPPORTED DOWN TO FOUNDATION, FT55, AND OTHER STRUCTURAL A` TURNED DOWN POST GIRDERS OR HEADERS A5 NECESSARY. 4 DECO GOL. 3. ALL PLYWOOD SHEATHING SHALL BE CONTINUOUS FROM SILL PLATE TO TOP OF TOP PLATE, BEHIND ANY 2" x 6" DE6KINO 12" OVERHANG 5EGONDARY ROOF SYSTEMS, GARAGES, OR COVERED - - - - - - - - - - - - - - - - - — 5 - - - - - - 0 - - - - - - - - - -0 - - - - - - - - - - - O� - - 0 - - - - - PORGH'S. (ETG) =_ � BEAD BDARD OR EQUAL \ 3' 6" - --- (2) 2" x 10" HDR 2 2 x 8 HDR 3'-0" P72- 2" x " H R (2) 2" x Io" HDR ON I v — — L SEAT 0' 4" o 15'-6" I — \ m I z \ 12'-4" 10'-0" u, SHOWER HEAD / I �'', S*N BOL LEGEND Q [HANDRAI GMG-\9 > — — — — VAULT LINE— — �— — — — m — — — — O ® M 8� 77 � �� ZIIL lz DET. v Q 3'-0° 12 GFM U � �� / o� I NEW CONSTRUCTION "� O o o ��r m I = I 5'-0" " �Q / - - - TO BE REMOVED oO m 2 x 8 R D I NI N� ®®M o I o I ; °o y� r " W I EXIST'G STRUCTURE - f�� II'-0" GLG .HT o o KITCHENa��/ `' I -- TRUE VALLEY /VAULTED GLC z i II'-0" GLC .HT I 125❑GFMO - 5 0 �+/ _ NEW GONGRETE /b'/ 2"x S"@ 16"O.G. 9��\ w I I I � �ll m CL SDELEG \til/ ROOF RAFTERS I I �• I DESIGNATES DETAIL VIEW 12'-0" �\ N L — — 4-O �T / r I ��T A I i� V-5 I�l.T. DESIGNATES SHEET NUMBER I 'SGo FULL ° q�10N _ �\ x 8" 16" O.G. " / X- \ GAB ® U I PORTICO DETP.IL TYP. GEILIN6 JOISTS / DESIGNATES 5EGTION VIEW d I \ 2- 15/4" X q I/2" LVL = � 3ZL z 2"x8"� 16"O.C. - - - - - - — — — — — — — — — — —_ ��- - - - - - — — N o s X yIROOF RAFTERSI x \ o IN # O° Qx� SDG HALI I \ � � of — DESIGNATES SHEET NUMBER / oil G.M. 8'-O" GLG. HT ATTIC �r jl�l 4'-T' � � ZI m DET. �AGGE55 — \4" GONG SLAB — — � ��20-GFM. DOORo 5/8" TYPE "X" GYP. BD. T. & �. - SEE ROOF PLAN ON 5HEET 4 OF 5 _ _cvON WALLS AND GEILINCS r 3 I SEA A��CO ~ ' I ` DOUBLE GEILIN6 � � � Z ��N� ®®M CL OS.D. \ I SECOND fL00R AfifiA�HMENfi / Q /� \ ELEG. JOISTS AROUND Q / �1 = / n \ II'-O" GLG .HT � ATTIC ACCESS �? ui w Z-1 1'�a w � O� I / ZL o I \ TRUE VALLEY /VAULTED GLC; u, I v N ELEG. \/`'J/ I OF71 ON5 4$.m 4� 6 ,S) \ �'� - O w I \ \R+ "SIMPSON" HDQB OR Lu 0" O 8'-O" GLC. HT u- \91 z v I "SIMP50N" GM5TCI6 "51MP50N" PHD6 \ 0 2 g j 77 \v/ I / \ ® � x p 12"BEARING ON 2-16d COMMON N� VAULT LINE z O \ c� v WALL STUD OF ����®®� L I 2-Ibd COMMON NAILS� 6" O.G. +/ AULT L NE z / Iq' 10" \ 2 v / m \ N S'-0" GLC. HT r T \ \ �iA I NAILS© 6" O.G. FOR FULL LENGTH ,p� OF STUD / I \ �LI� X00 13'IO" ooc 00 13,I0" oo� 9c IQ � II ' er/ \ (, p / \F(, \ BLOCK 2ING @ B - 3 - p (2) 2" x 12" HDR "x 10" 0�/ I \�0 0�/ \�o� \ I ENDHALL © © © o T \= I �/ „ I \� / I \ I ENDHAL BLOCKING / I I = _ (2 2 x 8' HDR (2 2 x 8" HDR l - d (2) 2" x 12" DONT HDR / o O "q 2"xb" 12"xb" 6 —/ R OF OVERHANG — — m " —RR R.R. = 12 OVERHA A - - — - - - - —� - - - - - - - - - - - — - - - - - - - - - -�- TURNS DOWN P05T y LONGI STOOP cv N NOTE! 0 ATTIC ACCESS MUST BE BACKED G-3 2-2" x 8" HDR WITH R-10 RIGID INSULATION. 2-16d COMMON " MPSON"HDQS OR NAILS @ 6" O.G. "SI MPSON" PHD6 _ FOR FULL LENGTH OF STUD 2'-4" 8'-Q" 2'-4" l'-I I" T-3" 2'-1" 13'-4" 12-5" 20'-0" 2q'-4" NOTE! NOTE: NOTE! A ATTIC ACCESS MUST BE BACKED SMOKE DETECTOR ff ALL EXTERIOR WALLS BEHIND TUBS WITH R-10 RIGID INSULATION. CARBON MANOXIDE DETECTOR 2- 1 3/4 X q 1/2 LVL RIDGE O OS D 4 ff SHOWERS SHALL BE INSULATED 4 TO BE HARDWIRED CONTINUOUS RIDGE VENT FLOOR FLAN FINISHED WITH CCYP BD. BEFORE ff INTERCONNECTED � u1 INSTALLATION OF FIXTURES. v Lu 2"x 4" COLLAR TIES @ 16" O.G. � v 2- 1 3/4" X q 1/2" LVL RIDGE 2" x 8" R.R @ 16" O.G. INSTALL GAS FIREPLACE A5 PER GONTINUOU5 RIDGE VENT 1/2 PLYWOOD SHEATHING #15 FELT MANUFACTURERS SPECIFICATIONS. 2"x 4" GOLLAR TIES @ 16" O.G. MUST PROVIDE INSTALLATION ASPHALT SHINGLES (A5 SELEGTED BY OWNER) MANUAL ON SITE FOR BUILDING 2" x 8" R.R @ 16" O.G. INSPECTOR TO REVIEW 1/2 PLYWOOD SHEATHING " 2- 13/4" x q I/2" HIP RAFTER #15 FELT ASPHALT 5HINGLE5 (AS SELEGTED BY OWNER) 12 b 2"x 8" GEILIN6 JOISTS @ 16" O.G 12 1A 2"x 8" GEILIN6 J015T5 @ 16" O.G Q �8 W 12" O.H. L Q } = Z 3" GONTINUOU5 SOFFIT VENT I II I I II I II II II I II I I I , z 2- 2"x 4" TOP PLATE G II II II II I II II II II II II II I II II �- ,� DOUBLE LAYER OF U O @D-_ 0 R-Iq INSULATION RAFTER TIES = Z 2"x 4" STUDS @ 16" O.G. RUN PERPENDICULAR 2- 2"x 4" TOP PLATE RAFTER TIES 111 p H/ 1/2 GYP BD 1/2" PLYWOOD 5HEATHING 2"x 4" STUDS @ 16" O.G. o DOUBLE LAYER OF VAPOR BARRIERI/2" PLYWOOD SHEATHING R-13 INSULATION W/ b R-Iq INSULATION m N 1/2" GYPSUM BOARD. RUN PERPENDICULAR 3/8 SHELTER WRAP E.P.5. BOARD - �� VAPOR BARRIER H/ 1/2" GYP BD VINYL 51DING (A5 5ELE6TED BY OWNER) R-13 INSULATION W/ LIVING ROOM 3/8" SHELTER WRAP E.P.S. BOARD 1/2" GYPSUM BOARD. 11'-0" GLC .HT VINYL 51DINC (AS SELEGTED BY OWNER) LIVING ROOM DINING ROOM — 1 3/4" x q 1/2" TJI FLOOR JOISTS @ 16 O.G. CL II'-O" CLG .HT 3/4" SUB FLOOR GLUED AND NAILED 1 3/4" x q 1/2" TJI FLOOR JOISTS @ 3/4" SUB FLOOR GLUED AND NAILED Z -A O USE A MINIMUM OF GARAGE FLOOR 2" x 10" RIM J015T FIRESTOPS THo 8d NAILS THIS 51DE OF TRUSS. GARAGE FLOOR TOTAL 4 -8d NAILS L lu INTO TRUSS. GRAD BRID61Nc SILL SEALER V SILL SEALER ' TERMITE SHIELD o 3- 2" x I2" GIRDER _--- - _ TERMITE SHIELD GRADE R-30 INSULATION ANCHOR BOLT5 1/2" DIA x 8" LONG @ 8' oc MAX _ -50 INSULATION �- v „ 2- 2"x 6" AGQ SILL "' — 5 ANCHOR BOLTS 1/2 DIA x 8 LONG @ 8 oc MAX - O -- 2"x 6" AGO SILL CELLAR _ �_. do CLLR _ I; " 2" x 4" SILL PLATE 1 6-0" G16.HT. DAMP PROOFING 8'-O" GLG. HT. 8" GONG FOUNDATION 3 COL. FILLED SOLID I-V--/ ---- ® W 2 - 8d NAILS •g DAMP PROOFING 16"x 8" CONCRETE FOOTING 24" x 24' x 12' GONG FTG. _ v INTO PLATES 8" GONG FOUNDATION (TYP) ---.- � � z � � � 5 - 8d NAILS 16"x 8" GONGRETE FOOTING INTO STUD Simpson Strong-Tie HI a ® v < — c — a NOTE: DC WNO A!#"�T 71 T I Lm DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS ABOVE. Simpson Strong-Tld H? Z NTS. DOUBLE ALL FLOOR JOISTS �I \/ �/�� 4 5 E C T I O I Y ( �+' l AND TRIMMERS AROUND 5 E G T I O I X I E Y 1 A STAIR HELL OPENING. 1/4"= 1'- 0" FLOOR JO S75 FRAC NO 7o) 7A I L5 LEAVE 1/16" - 3/16" CAP, 5" THRU ROOF DRAIN, WASTE VENT NOTA: 114" ABOVE ROOF WOOD I-JOIST NAIL TO SEE RECOMMENDATIONS DOUBLE HEADER JOIST WEB BAGKER BLOCK FROM EAGHJ$Eo- 2"± ± MATERIALS FOR DRAIN,WASTE S VENT SHALL COMPLY WITH TABLE P3002.1 DRAIN, WASTE b 4" METAL JOIST INSTALLED TIGHT SIDE TABLE P3111.3 SIZE OF GOMBINATION WASTE S HANGER TO BFLANOE OTTOM OF VENT PIPE. EXISTING FILLER BLOCK Q STAGK EO. WOOD I-JOIST TIGHT FIT2 z NUMBER DOOR SIZE DOOR TYPE PMT. FILLER PANEL, WEB STIFFENER ° IF NEGESSARY iE 1 1/4" I I/2" ' 1/4I I 1 1/4' 3068 WEB STIFFENER (EAGHSWING EXTERIOR 2 LEE 1/16" - 3/16" GAP, I I/2"I I I/2"I SWING 3/4 HR. S.G.F.P. 1 SIDE; MAY BE REQUIRED WOOD I-JOIST RGOMM NDATIONS FOR 3 2668 SWING (INTERIOR) 4 OR JOIIST REAGBT110N) HANGER GOMPATIBILITY, I 4 2068 SWING (INTERIOR) 16Q ��� I BEARING WALL BELOW BEARING WALL ABOVE FIRST FLOOR 5 6068 SLIDER (EXTERIOR) I A G.O. 2" 211 3" 2" 2" 3 2„ 2" 6 8070 O.H. GARAGE DOOR WOOD I-JOIST CONNECTION N.T.S. 17�TA I L. G'O TO WOOD 1-JOIST HDR. DETA I L WEB STIFFENER DETAILS N.T.S. 2"- - - - SYMBOL R. O. DIM. WINDOW MODEL STYLE HMT. WOOD I-HEAD DOUBLE-HEADER _ _ - - - I 2" X6" SQUASHBLOGKS SOLID WOOD F ®* 3'-2 1/8" x 4'-8 WE>" * ANDERSEN 3046 D.H. 4 BLOCK FILLER 1 1/2 I B 2'-,5 1/8" x 4'-,5 7/8" ANDERSEN 2646 D.H. 3 BAGKER BLOCK INSTALLED _ _ BOTTOM OF © 3'-O I/8" x 3'-O 7/8" ANDERSEN 210210 D.H. I TIGHT TO TOP FLANGE. F- F A 1 ® 2'-4 7/8" x 2'-0 5/8" ANDERSEN A251 AWNING I WASHING I G.O. I BASEMENT MAGHINE x0 7'-11 1/5" x I'-6 5/8" ANDERSEN AFFW 8006 ARCH 1 I/2" F 3'-0" x 2'-0" SILVER LINE 3020 SLIDER 4 G.O. I — 4" G.I. HOUSE TRAP IN * WINDOWS MEET EGRESS REQUIRMENTS (SEE GARPENTRY NOTES.) WOOD STAIR z THIS WINDOW MUST BE TEMPERED SAFETY GLASS GARRIAGE _p IT w/ STL COVER 1. PROVIDE ATLEAST (1) WINDOW (OR DOOR) IN EAGH HABITABLE SPAGE FOR EMER6E:NCY METAL FRAMING ANCHOR �n 4" G.1. E5GAPE. IN GONFORMANGE WITH N.Y.S. GORE SEG. 8510 MIN OPENING OF 5.7 50. FEET AT EAGH SIDE. W ( 5.0 50. FEET @ GRADE LEVEL WHEN GRADE TO SILL IS LESS THAN 44" OR LESS) b,Nl/ MINIMUM NET HEIGHT 24" AND MINIMUM NET WIDTH OF 20" ( OPERATION W/O NEED 5/4" Q 1�IETA I L■ R I SER 17 I AORAM FOR TOOLS) BCOX BOTTOM OF OPENING @ 44" MAXIMUM R.F.F. RIM JOIST SEAL PLYWOOD EXT. GRADE STAIR GA�RRIA�6E DETAIL N.T.S. 2. ALL WINDOW5 MUST BE ANDERSEN - 400 SERIES INSTALL W/ FACE GRAIN HORIZONTAL pRCHIT N.T.S 3. ALL WINDOWS MUST HAVE A U-VALUE OF .35 OR LESS. TE ��' WATER SUPPLY 6 D15TRIBUTION NOTE: I. SERVICE FOR NEW BATHROOM WILL BE TAKEN W Q _` FROM THE EXISTING WATER SERVICE. WOOD I-JOIST AS RIM cr -2 2. WATER DISTRIBUTION PIPING d FITTING SHALL JOIST, NAILED TO TOP PLATE / h BELOW W6 � / 8d NAILS " O.G. / D �O COMPLY WITH R.G.O.N.Y.5. TABLE P2g04.5 WATER / / 29 DISTRIBUTION, IPTRI , FOR UTION, FOR MATERIALS. TABLE P2g04.6 ° WEB STIFFENER EAGH SIDE IF NEGESSARY. 1-1/4" TIMBERSTRAND LSL OR TJ-STRAND RIM BOARD ,0 WOOD I-JOIST O 1:)ETA I L. BEARING WALL BELOW CANT. DETAIL N.T.S. O :�r=TA I L. RIM JOIST DETAIL N.T.S. u PLACE JOISTS TOGETHER AND NAIL FROM EAGH SIDE HGP HIP HCP HIP WITH 2 ROWS OF IOd NAILS @ 12" O,G, CORNER PLATE — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — FILLER BLOCKING ° STAOOGLINGHED WHEN POSSIBLE. — — — — — — CORNER PLATE FULL LNCTH OF JOIST STAGGER ROWS FROM OPPOSITE - - - - - - - - - ° SIDES BY b". � f' ° ° / ° / 17ETAIL. , Lu o / I DOUBLE JOIST CONSTRUCTION N.T.S. v \ \ o w`Q/ RIDGE SUPPORT / Ir w_ _ 2"x 8"@ 16"O.G. \ / _ 0 = } � — — — — — 2- 13/4 X g I/2 LVL RIDGE CONTINUOUS RIDGE VENT 2"x 8"® I6"O.G. I } ROOF RAFTERS HRG CONNEGTOR — — — — — — — — — — — — — — HRC CONNECTOR ROOF RAFTERS ( z T z I / SIMPSON L-60 (2) @ EA. SIDE I \ \ I OCi / I = z z / o \ W w �\ I oILI (3) 1 3/4" x g 1/4" LVL x o +Q m — �e / I / I \ vow 1 r bio\ I w x LL x O +/ � I \+9 j cv � zt m N I \ \ oov I ��oo oo�� I o VV / 1 / 2 x 8 @ I6 O.G. I 2 x S ® I6 O.G. \ I / \ / \ \ LU / ROOF RAFTERS ROOF RAFTERS L- — GORNERPLATE — — — — — — — — — - - — — — — — — — — — — — — — — J- — — — — / — — — — —I— - - — — L- — — — — — ® — — — — — —� — CORNER PLATE ® lu tu HGP HIP HGP HIP ROOF OVER ROOF tu z V i�i�Oi�Os1� i�00L. �1 2"x 6" RIDGE- CONTINUOUS RIDGE VENT Z 2"x 6" R.R @ 16" O.G. ® v t-- p 1/.4"= I'- O" 1/2" PLYWOOD 5HEATHING #IS FELT DWG NO ASPHALT SHINGLES AS SELECTED BY OWNER PROVIDE VENTING IN ROOF OVER ROOF a 5FL I G I N6 OF TOP PLATE 0 N RAL NOTE5 CLIMATIC AND GEOGRAPHIC, DE515N CRITERIA GENERAL FASTENING 5GHEDULE RESIDENTIAL GORE OF NEW YORK 5TATE TDP PLATE SPLICE LENGTH [REFER TO TABLE 8301.2(1) OF THE RESIDENTIAL CODE OF NEW YORK STATE] OP PLATE SPLICE REQUIERMENTS TOP PLATE SPLICE REQUIERMENTS GENERAL: HIND SUBJECT TO DAMAGE FROM ICE SHIELD AIR FOR WIND - EXP05URE5 B$G - FOR WIND - EXPOSURES B8G - GROUND SEISMIC DESIGN HINTER UNDERLAYMENT FLOOD FREEZING R3012.1.1 DE516N CRITERIA. CONSTRUCTION IN RE61ON5 WHERE THE BASIC, ALL OTHER GASES ONE STORY SLAB ON GRADE 1. NO WORK 15 TO START UNTIL A PERMIT 15 OBTAINED FROM THE BUILDING SNOW LOAD SPEED° (MPH) GATE60RY WEATHERING* FR05T LINE TERMITE DECAY DESIGN TEMP REQUIRED HAZARD INDEX HIND SPEEDS FROM FIGURE 8301.2 (4) EQUAL OR EXCEED 110 MILES PER HOUR DEPARTMENT. DEPTH BUILDING MINIMUM SPLICE BUILDING MINIMUM SPLICE MODERATE SLIGHT TO (177.1 km/h) SHALL BE DESIGNED IN ACCORDANCE WITH ONE OF THE FOLLOWING. DIMENSION(ft.) LENGTH(ft.) DIMENSION(ft.) LENGTH(ft) 2. ALL WORK SHALL CONFORM TO N.Y.S., AND LOCAL BLD. CODES 45 P5F 110 mph G SEVERE 3 FEET 11° YES N.A. 5qq TO HEAVY MODERATE I I I I j 3. ALL UNNOTED OR NONV1515LE EASEMENTS OR CONDITIONS WHIGH SHALL ARISE I.PLANS HAVE BEEN DE516NED IN ACCORDANCE WITH AMERICAN FORREST 12'-0" 2'-0" 12'-0" 3'-O" DURING THE COURSE OF CONSTRUCTION THAT DISAGREES WITH THAT INDICATED AND PAPER ASSOCIATION(AF7PA) - WOOD FRAME CONSTRUCTION 3'-0" ON THESE PLANS SHALL CAUSE THE CONTRACTOR TO STOP WORK AND NOTIFY TABLE R306 MANUAL FOR ONE AND TWO FAMILY DWELLINGS(WFCM); THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO FOLLOW TH15 PROCEDURE AND MINIMUM UNIFORM DISTRIBUTED DE515N LOADS ALLOWABLE DEFLECTION of STRUCTURAL MEMBERS 20'-0" 4'-0" 20'-0" 5'-0" CONTINUE TO WORK HE WILL THEN A55UME ALL RESPONSIBILITY AND LIABILITY ALLOWABLE STRUCTURAL MEMBER ARISING THEREFROM. [REFER TO TABLE 8301.4 OF THE RESIDENTIAL CODE OF NEW YORK STATE] DEFLECTION 4. NO DEVIATIONS OR CHANGES TO ANY PART OF THESE PLANS SHALL BE MADE UNLE55 RAFTERS HAVING SLOPES GREATER THAN� L/180 24'-0" 4'-O" 24'-O" 6'-O" FIRST APPROVED BY THE ARCHITECT, ENGINEER AND BUILDING DEPARTMENT. USE LIVE LOAD DEAD LOAD WITH NO FIN15HED CEILING ATTACHED TO ` 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL GORES. EXTERIOR BALCONIES 60 psf to psf RAFTERS 28'-0" 5'-0" 28'-0" 7'-0" DECKS 40 psf 10 psf INTERIOR WALLS AND PARITIONS H/180 32'-0" 6'-O" 32'-0" 8'-O" 6. ALL DIMENSIONS HEREIN ARE APPROXIMATE. NOT TO BE SCALED AND ARE SUBJECT FLOORS AND PLASTERED GEILIN65 L/360 PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN TO REVISION A5 PER ACTUAL FIELD CONDITIONS. THE DISCRETION OF THE OWNER, I TABULATED SPLICE LENGTHS A55UME TOP PLATE-TO-TOP PLATE 36'-0" 7'-0" 36'-0° q'-o" ALL OTHER STRUCTURAL MEMBERS L/240 AND AS DIRECTED AND/OR APPROVED BY THE ARCHITECT OR ENGINEER. ATTICS WITHOUT STORAGE(ROOF BELOW 3 PITCH) Io psf to psf CONNECTIONS USING 2-I6d NAILS PER FOOT,FOR SHORTER SPLICE EXTERIOR HALLS WITH PLASTER OR LENGTHS,THE NAIL 5PAGIN6 SHALL BE REDUCED IN ORDER TO -140'-O" 8'-O" 40'-O" II'-O" WITH STORAGE (ROOF BELOW 3 PITCH) 20 psf 10 psf H/360. OWNER/ CONTRACTOR ARE RESPONSIBLE TO OBTAIN INSPECTIONS, APPROVALS, ATTICS STUCCO FIN15H PROVIDE AN EQUIVALENT NUMBER OF NAILS �� 50'-0" 10'-0" 50'-0" 13'-0" CERTIFICATES, CERTIFICATE OF OCCUPANCY/ COMPLETION AND U.L. APPROVAL. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 10 psf EXTERIOR WALL5--WIND LOADS a WITH SLEEPING ROOMS 30 psf 10 psf BRITTLE FINISHES L/240 � INTERIOR ZONE 2 TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED IN 8. THIS SET OF PLANS 15 THE PROPERTY OF TEHN DESIGN GROUP LLG.. AND IS p p a-- ti EXPOSUER B bo'-O" 12'-0" 60'-0" I6'-O" FOR THE ONE PROJECT NOTED HEREIN ONLY (EVEN IF THIS PROJECT IS NOT STAIRS 40 psf 10 psf EXTERIOR HALL5--WIND LOADS a WITH L/120 ® 3 TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT HALL GON5TRUGTED).THE PLANS SHALL NOT BE ALTERED, REPRODUCED OR USED IN ANY WAY GUARDRAILS AND HANDRAILS 200 psf Io psf FLEXIBLE FINISHES PERIMETER ZONE 70'-O" 14'-O" 70'-0" Iq'-O" HEIGHTS FOR OTHER HALL HEIGHTS,H THE TABULATED UNIT WITHOUT WRITTEN PERMISSION OR COMPENSATION OF TEHN DESIGN GROUP LLG. R.A. ROOF LOADING(LIVE = GROUND SNOW LOAD 12 psf FOR NOTE: L = SPAN LENGTH,H = SPAN HEIGHT. NOTE: - GABLE HALL LATERAL LOADS SHALL BE MULTIPLIED BY H/8 80'-0" 16'-O" 80'-O" 22'-0" q. THE ARCHITECT OR ENGINEER IS NOT RETAINED FOR SUPERVISION OF WORK AND ADJU5TMENT5 AS PER TABLE R301.5 OF THE 45 sf ATTIC, I. FOR GABLE ROOFS 10° TO 45° PITCHES (EDGE ZONE) 4 TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL RESIDENTIAL CODE OF NEW YORK STATE) p 15 psf FOR a. THE WIND LOAD SHALL BE PERMITTED To BE TAKEN AS 0.1 IS RESPONSIBLE FOR DESIGN INTENT ONLY. ATH TIMES THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE 2.SEE FA5TENINC SCHEDULE A FOR NAILING 10. ANY MATERIALS OR WORKMAN5HIP FOUND AT ANY TO BE DEFECTIVE SHALL BE OF THE DETERMINING DEFLECTION LIMITS HEREIN. IN EA.ZONE BE REMEDIED AT ONCE RE67ARDLE55 OF ANY PREVIOUS INSPECTIONS. II. CONTRACTOR SHALL BE FAMILIAR WITH THE GURRENT GENERAL REQUIREMENT5 OF STRAPPING 5GHEDULE A ALL STANDARD AND 5PE61ALTY SYSTEMS/ MATERIALS USED WITHIN THIS NOTE: THI5 SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING 5TRAP5 THI5 PROJECT WITH THE MOST STRINGENT RECOMMENDATIONS / REQUIREMENT5 (SEE SECTION FOR STRAPPING AND REQUIREMENTS. NAILING AND 5TRAiFFINS ALL 5TRAPPIN6 TO BE I i4 X 16 6AU6E 5TL TO BE FOLLOWED. SECTION FOR ROUGH OPENING FRAMING REQUIREMENT5) u u L Z 12. IT 15 THE INTENT OF THESE PLANS TO EXPLAIN THE REQUIREMENT5 OF THE PROPOSED ALL NAILING IS A GENERAL 5PEGIF16ATION IT APPLIES UNLE55 NOTED OTHERWI5E 51MP5ON EQUIVALENT - G516Z (COILED STRAP) CONSTRUCTION. HOWEVER FIELD CONDITIONS MAY ARISE DURING CONSTRUCTION THAT MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED. ROOF a GEILIN6 FRAMING 12" MIN. BEARING L/3 -j �- L/3 d) 13. ANY AND ALL DISCREPANCIES TO BE REPORTED TO ENGINEER. RAFTER TO TGP PLATE(TOE-NAIL) SEE DETAIL PER RAFTER 14 WALL AND CEILING FIN15HE5 SHALL BE IN ACCORDANCE WITH SECTION 8701 AND INSULATIONI I > w GEILIN6 J015T TO TOP PLATE (TOE-NAIL) SEE DETAIL PER J015T AT RAFTER TO RIDGE CONNECTION ® EACH � SHALL BE IN AGGGORDANGE WITH SECTION R316. T NO NOTCHES_ 15. INTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION 8102 AND CEILING JOIST TO PARALLEL RAFTER(FAGE-NAIL) SEE DETAIL EACH LAP L D/6 MAX. - p PERMITTED FOR STRAP - 3 8d COMMON NAILS @ EA.END OF STRAP EXTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R-703 CEILING J015T LAPS OVER PARTITIONS(FACE-NAIL" 2-I6d COMMON EACH LAP FOR NOTED GOLLAR/GL6 TIE - 3 IOd COMMON NAIL5 @ EA. - SEAL 16. THIS PROJECT COMPLIES W/ THE 2010 RESIDENTIAL CODE OF N.Y.5. AND COLLAR TIE TO RAFTER(FACE-NAIL) SEE DETAIL PER TIE I I Dl6 MAX. onj�� MECHANICAL SYSTEM COMPLIES CHAPTER 12 THROUGH 23, BLOCKING TO RAFTER(TOE-NAIL) 2-8d COMMON EACH END �v � TEHN PLUMBING SYSTEM COMPLIES CHAPTER 24 THROUGH CHAPTER 32, %-) ELECTRICAL SYSTEM COMPLIES CHAPTER 33 THROUGH CHAPTER 42 RIM BOARD TO RAFTER(END-NAIL) 2-I6d COMMON EACH END WALL FRAMING ALTERNATENGH FLOOR JOIST-CENTER GUT Q "� CARPENTRY: AT RAFTER TO TOP PLATE TO STUD CONNECTION. @ 16"O.G. COLLAR TIE D/4 MAX. s I. ALL LUMBER SHALL BE D.F. #2 OR BETTER UNLESS OTHERWISE NOTED ( U.O.N.) TOP PLATE TO TOP PLAT(FAGE-NAIL) 2-I6d COMMON PER FOOT - FOR STRAP - 3 8 d COMMON NAIL5 @ EA. END OF STRAP 4-I6d COMMON J015T- EA.51DE FOR TOENAILING- 5 8 d COMMON NAILS \ Q TOP PLATES AT INTERSECTIONS(FAGE-NAIL) I 2. ALL LUMBER TO BE A MINIMUM OF 8" ABOVE FINISHED GRADE. (U.O.N.) STUD To STUD FAGE-NAIL) 2-I6d COMMON 24" O.G. FOR G.J. TO R.R. - II I6 d COMMON NAILS(FOR 5 PITCH) ( q 16 COMMON NAILS(FOR 8 PITCH) �. 3. SILLS TO BE FLASHED (TERMITE SHIELD) W/ SILL SEAL. SILL TO BE A.G.Q. WOOD HEADER TO HEADER(FAGE-NAIL) Ibd COMMON 16" O.G ALONG EDGE5 FOR CL OF EA. PLATE TO PLATFORM ABOVE - 1 16 d COMMON NAILS @ 16" O.G. D/3 MAX. 2- 2" x 6" U.O.N. TOP OF BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD 4. ALL JOISTS HANGERS TO BE "TECO" OR EQUAL, FULL SIZE. BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, 5. DOUBLE HEADERS AND TRIMMERS ABOUT ALL OPENINGS. (U.O.N.) END JOIST,OR BLOGKIN6(FAGE-NAIL) 2-I6d COMMON PER FOOT 6. DOUBLE JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS. (U.O.N.) FLOOR FRAMING AT STUD To FLOOR ASSEMBLY TO STUD CONNECTION 9 16"O.G. 7. ALL BEAMS, GIRDERS, HEADERS, ETC,. TO HAVE A MINIMUM OF 4 BEARING. J015T TO SILL TOP PLATE OR 61RDER(TOE-NAIL) 4-8d COMMON PER J015T I (ONLY APPLIGIABLE FOR TWO STORY GONFI6URATIONS): MAX. D FROM BRIDGING TO JOIST(TOE-NAIL) 2-8d COMMON EACH END SUPPORT FLOOR OST- D G TS 8. ALL WINDOWS TO BE IN GONFORMANGE W/ ATTACHED ENERGY STATEMENT W/ l FOR STRAP - 3 8 d COMMON NAIL5® EA. END OF STRAP MODELS NUMBERS ON PLANS. BLOCKING TO JOIST(TOE-NAIL) 2-8d COMMON EACH END FOR Cb OF EA. PLATE TO PLATFORM ABOVE 8 @ CL OF EA.PLATE TO q. PROVIDE NUMBERS N WINDOW (OR DOOR) IN EACH HABITABLE SPACE FOR EMERGENCY BLOCK N6 TO SILL OR TOP PLATE(TOE-NAIL) 3-I6d COMMON EACH BLOCK ALTERNATE PLATFORM BELOW- 1 16 d COMMON NAILS @ 16" O.G. ESCAPE. IN CONFORMANCE WITH N.Y.S. CODE SEG. 8310 MIN OPENING OF 5.150. FEET LEADGER STRIP TO BEAM (FAGE-NAIL) 3-I6d COMMON EACH J015T CONFIGURATION D () -1 ( 5.0 50. FEET @ GRADE LEVEL WHEN GRADE TO SILL 15 LESS THAN 44" OR LESS) W/ J015T TO LEA06ER TO BEAM(TOE-NAIL) 3-8d COMMON PER J015T D/3 MAX. MINIMUM NET HEIGHT 24" AND MINIMUM NET WIDTH OF 20" ( OPERATION W/O NEED BAND JOIST TO J015T(END-NAIL) 3-I6d COMMON PER J015T FOR TOOLS) BOTTOM OF OPENING @ 44" MAXIMUM A.F.F. AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(5) CONNECTION ® I6" O.G. 10. EXTERIOR WINDOWS ARE TO BE DESIGNED IN ACCORDANCE WITH SECTION 8613. BAND,015T TO 51LLL OR TOP PLATE(TOE-NAIL) 2-169d COMMON PER FOOT 1 1 ALL GLAZING SHALL COMPLY WITH SECTION 8308. ROOF SHEATHING FOR STRAP- 3 8 d COMMON NAILS EA. END OF STRAP FOR CL OF EA. PLATE TO PLATFORM BELOW- -4 RAFTER GEILIN6 J0I5T5 11. STAIRWAYS SHALL BE DE51ONED IN AGGORDANCE WITH SECTIONS 8311.5 TO R311.5.1 STRUCTURAL PANELS: (SEE GRAPHIGABOVE) 1 Ib d COMMON NAIL5 @ I6" O.G. INTERIOR ZONE 8d COMMON 12" O.G. 12. MOISTURE VAPOR BARRIER 15 TO BE INSTALLED ON THE WARM-IN-WINTER 510E OF THE PERIMETER ZONE Sd COMMON 6110.6. INSULATION IN ALL FRAMED WALLS, FLOORS, ROOF AND GEILIN65 GOMPRISING GABLE HALL EDGE ZONE 8d COMMON " 1 ELEMENTS OF THE BUILDING THERMAL ENVELOPE IN ACCORDANCE WITH SECTION NI102. "SIMPSON LTP4 0l3 MAX. 13. ASPHALT 5HIN6CEILING SHEATHING LES ARE TO BE INSTALLED IN ACCORDANCE WITH SECTION RgO5.2. (OR EQUAL) GYPSUM WALLBOARD 5d COOLERS T' EDGE/ 10" FIELD ELECTRICAL: WALL 5HEATHIN5 - 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TO THE STRUCTURAL PANELS 8d COMMON 6"EDGE / 12" FIELD 2 IN.MIN. FROM TOP u RESIDENTIAL CODE SECTIONS FOR ELECTRICAL CODE OF NEW YORK STATE. GYPSUM WALLBOARD 5d COOLERS l" EDGE/lo"FIELD TYPICAL SECTION DETAILS AND BOTTOM OF J015TLU PIPE OR CONDUIT 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON COMPLETION FLO®R SHEATHING (SUBFLOOR) D(ACTU - AL DEPTH) LU JU OF WORK. 3. ELEGTRIGAL WIRING AND EQUIPMENT TO COMPLY W/ CHAPTERS 33-42 STRUCTURAL PANELS I" OR LE55 8d COMMON 6" EDGE l 12" FIELD GUTTING DRILLING AND NOTCHING DETAIL AND LOCAL BUILDING DEPARTMENT. GREATER THAN I" IOd COMMON b" EDGE/6" FIELD 4. SMOKE DETECTION AS PER N.Y.S. GOD'E SECTION R3I3. I-MAX HALL HEIGHT FOR 110/120 MPH ZONE,EXPOSURE B 8 SPACING @ 16" O.G. 15 14 OF _1067B ALL SMOKE DETEGTOR5 50ALL BE INTERCONNECTED AND HARD WIRED. FEET: SEE PLAN FOR ADDITIONAL SPECIFICATION IF APPLICABLE 5. EXHAUST FOR THE CLOTHES DRYER SHALL BE IN ACCORDANCE WITH SECTION RMI502 6. THE EXISTING ELECTRICAL SYSTEM SHALL BE CAPABLE OF HANDLING THE IMP05ED LOADS OF PROPOSED ADDITION. IF NOT, SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. FOUNDATIONS CONCRETE AND MA50NARY: TABLE 8301.2.1.2 NAILING 4 STRAPPING @ EXTERIOR WINDOW/DOOR HEADER I. ALL FOOTINGS TO BEAR UPON FIRM, VIRGIN, UNDISTURBED SOL. WIND-BORNE DEBRIS PROTECTION FASTENING 5GHEDULE r 2. SOIL ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF (I)TON / 50. FOOT. FOR WOOD 5TRUGTURAL PANELS O 3. FOOTINGS TO REST A MIN 3'-0" BELOIW GRADE. U.O.N. STEP FOOTINGS @ 1:2 RATIO 7 Z (I' RISE MAX) NOTE 4. WALLS TO BE POURED CONCRETE OF SIZE AND REINFORCEMENT SHOWN ON FASTENER SPACING FASTENING 5GHEDULE B ALL STAIRS, HANDRAILS & o) t- w FASTENER 4 foot 6 foot RAILINGS SHALL COMPLY W PLANS. (U.O.N.) TYPE Panel span < panel span < panel span RCUGH OPENING FRAMING REQUIEREMENTS FOR WINDOW OPENINGS W/ RGNYS SEG. R-31 5. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL FIRST TIER OF < 4 foot < 6 foot < 8 foot TOP PLATES CJ O - A [IN ACCORDANCE WITH WOOD FRAME T Z FRAMING OR PROPER BRACING 15 IN PLACE. GON5TRUGTION MANUAL 2001 EDITION] LU ILI tu 6. FOOTINGS TO BE OF POURED GONGRETE OF 51ZE 5HOWN ON PLANS. 2y2"#6 NOTATIONBORED HOLE MAX. (f3 to Z Wood screws 16 12 D ROUGH A B G D E F 1. ALL OPENIN65 FOR GS FLUES, UTILITIES, ETC. TO BE FILLED 50LID WITH CONCRETE. tt1 OPNS DIA. 40 PERCENT OF STUD DEPTH ALL GIRDERS WITH BEAM POCKETS ARE TO BE STEEL SHIMMED W/ 1/2" SPACE @ SIDES AND ENDS. U.O.N. 21/211#15 12" B E G 2'-0" 2 1-2"x 4° I I I L - 8. ALL CONCRETE TO HAVE AN ULTIMATE COMPRE551VE STRENGTH @ 28 DAY5 OF Wood screws 16 16ly 3,000 P.S.I. ALL EXTERIOR MATERIALS TO BE AIR-ENTRAINED. 4'-0" 4 I-2" x 4" 2 2 2 2 Q 3,500 P.5.I. GARAGE SLAB / EXPOSED SLAB ON GRADE / POURED STEPS. 5/8" MIN. TO EDGE -A a.Thls table Is based on 110 mph wind speeds and a 33 foot mean roof height. b'-O" 6 2-Ofz 4 3 3 3 3 W 0 p q. CONCRETE SLABS TO REST UPON MINIMUM 6" OF FINE GRAVEL OR SAND WITH b.Fasteners shall be installed at opposite ends of the wood structural panel. F 1-2"x 6" - MINIMUM EMIL. POLY. V.B. (@ OGGUPIED SPACE) AND WITH REQUIRED INSULATION. c.Nails shall be 10d common or 12d box nails. 2-2"X 4" a�z 0 HARDWOOD OR STEEL HANDRAIL ° 5/8" MIN. TO EDGE Z _ RL d.Where screws are attached to masonry or masonry/stucco,they shall be 8'-O" 8 -az- 3 3 3 3 W/ I I/2" MIN. FINGER GLR. AND NOT �_ 10. ALL SLABS ABUTTING FRAMING FLASHED AS DETAILED IN PLANS. I-2"x 6' NOTCH MUST NOT _ aLoched utilizing vibration-resistant anchors having a minimum ultimate TO PROJECT MORE THAN 4.5" EXCEED 25%OF �l _ 11. BRICK VENEER TO BE ANCHORED W/ (1) WALL TIE EVERY 32" O.G. VERTICALLY AND withdrawal capacity of 4qo pounds. lo'-o" l0 2-2"x b" 4 4 4 4 Q FROM THE WALL. STUD DEPTH ° EVERY 18" O.G. HORIZONTALLY W/ FLASHED JOINT 0 BRICK LEDGE OR RELIEVING ANGLE 12'-O" 12 2-2"X b" 5 4 5 4 Q W/ WEEP HOLES 4'-0" O.G. MAX TO DIRECT ANY CONDENSATION TO THE EXTERIOR. GHAPTER 3 BUILDING PLANNING _ BORED HOLES SHALL NOT BE IF HOLE IS BETWEEN 40� AND 600 - LOCATED IN THE SAME GRO55 OF STUD DEPTH,THEN STUD MUST BE p 12. APPLY (I) GOAT OF ASPHALTIC, BASED DAMPROOFING TO EXTERIOR OF FOUNDATION SECTION 8301 DESIGN CRITERIA DOUBLED AND NO MORE THAN TWO FROM FOOTING TO 2" ABOVE FINISHED GRADE, UNLE55 NET SITE CONDITIONS EXCEED WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 3f(," AND A MAXIMUM SPAN SECTION OF GUT OR NOTCH IN _� STUD 5EGGE551VE 5TUD5 ARE DOUBLED d JACKS 8 KIN65 AND 50 BORED CODE LIMITS. OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS. WRAPPED UNDER 13. THE MA50NARY CHIMNEY SHALL BE GON5TRU6TED IN ACCORDANCE WITH SECTION RI001. PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE 51 LL PLATE q' WOOD STRINGER, PROVIDED.ATTACHMENTS SHALL BE PROVIDE IN ACCORDANCE WITH TABLE 8301.2.1.2 OR SHALL MIN. TREADS, & RISERS PLUMBING MECHANICAL FUEL GAS, ASG: BE DESISNED TO RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH THE PROVI510N5 OF THE BUILDING CODE NEW YORK STATE. NOTE:CONDITION FOR EXTERIOR AND BEARING WALLS. � NOTATION: 1. PLUMBING TO COMPLY WITH 5.G.D.H.5. AND THE BUILDING DEPARTMENT. A-NUMBER OF 8d NAILS® EA.END OF 5TRAPPINC75 i(TABLE 3.7,P. 157) (TABLE 6A PAGE 31(b) DRILLING AND NOTCHING DETAIL 7 tu z _ w 1 1/4" NOSING 0 Z LU v 2. SITE SANITARY SYSTEMS ARE TO COMPLY WITH 5.G.D.H.5. REQUIREMENTS. B-NUMBER OF SILL 5TUD5-ON FLAT(DOES NOT APPLY TO DOORS)(TABLES 3.235,P. Iq3) 3. PLUMBING, MECHANICAL, FUEL GAS SYSTEMS SHALL COMPLY WITH THE RESIDENTIAL TABLE 8301.2.2.2.1 G-NUMBER OF FULL HEIGHT KING STUDS® EA.51DE OF HEADER(TABLES 323G,P. Iq3) OF STUDS ® � p SECTIONS FOR PLUMBING CODE (CHAPTER 25-32), MECHANICAL CODE (CHAPTER 12-23), DEAD LOAD D-NUMBER OF I6d NAILS.END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER MINIMUM WIDTH OF STAIRS TO BE 3'-O" AND FUEL GAS CODE (CHAPTER 24) OF NEW YORK STATE. ® EA.SIDE(TABLE 3.7,P. 157) 8 (TABLE bA PAGE 316) DHG NO 4. ALL WASTE AND VENTS ABOVE FLOOR SHALL BE SCHEDULE 40 THICKNESS ROOF/GEILIN6 ROOF/6EILIN6 E-NUMBER OF JACK STUDS® EA.END OF HEAPER5((TABLES 3.22F,P. Igl)A55UME DBL.HDR, STAIR PETAL SV CAST IRON BELL (HUB) AND 5PI60T BELOW AND THROUGH CONCRETE. DEAD LOAD DEAD LOAD F-NUMBER OF I6d NAILS END-NAILED THROUGH ADJA�GENT JACK STUDS TO END OF 51LL(5) 5. THE EX. HEATING/ A.G. SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF HALL SUPPORTING 15 PSF OR LESS 25 P5F ® EA.510E(DOES NOT APPLY TO DOORS)(TABLE`S 3.8,P. 157)8 (TABLE bA PAGE 31(b) Q N.T.S. PROPOSED ADDITION. IF NOT, SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. ROOF ONLY 1.0 1.2 ROOF PLUS 0NE STORY 1.0 1.2