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Home My WebLink About40279-Z ��o�s�tlFFQl,fCOG Town of Southold 12/19/2016 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38718 Date: 12/16/2016 THIS CERTIFIES that the building DECK Location of Property: 8095 Soundview Ave, Southold SCTM#: 473889 See/Block/Lot: 59.-6-16 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/13/2015 pursuant to which Building Permit No. 40279 dated 11/18/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: DECK ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Schneider,Jon of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED &ut ed Signature FFoc� TOWN OF SOUTHOLD BUILDING DEPARTMENT co TOWN CLERK'S OFFICE Qy, . 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#: 40279 Date: 11/18/2015 Permission is hereby granted to: Schneider, Jon 71 Cranberry St Brooklyn, NY 11201 To: enlarge exsiting deck addition as applied for. At premises located"at: 8095 Soundview Ave, Southold SCTM # 473889 Sec/Block/Lot#.59.-6-16 Pursuant to application dated 11/13/2015- and approved by the Building Inspector. To expire on 5/19/2017. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $468.80 CO -ADDITION TO $50.00 Total: 518.80 Building Inspector 1 OF SOUT�� ® �o �o couto,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INISLILATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: c� �� / DATE INSPECTOR U i ll Of SOUryo cOUMY,Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] JASULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FI AL) REMARKS: 911051 �4, � DATE l INSPECTOR JAMES J. DEERKOSKI P.E. 260Deer Drive D Mattituck, NY 11952 v (631)774 7355 Date: August 22, 2016 AUG 292016 Do To: Town of Southold Building Dept BUILDING DEPT, TOWN OF SOUMOLD Re: Foundation Inspection Schneider 8095 Soundview Ave. Southold, NY To Whom It May Concern: This letter certifies that an inspection was performed at the above mentioned property and the deck footings and piers were installed correctly and meet all state and local codes. Any questions feel free to call. OF NFA, S' cerely, 3. D,- y0� `r0 �r LPJam eerkoski P.E. Uj OA0• 075ti�� u • r 11 IN$UL.ATION 'mac waolmmM mw Wl � A I � i1vl��c„ -<_ _� _ �fes_ 'l- / <' � ,.L��•��i..��sr � RAM OMAN �J� /. IN • r n -y r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey South oldTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate r Storm-Water Assessment Form ( Contact: Approved ,20 �s` Mail to: 3C)Nrs Ck*A"a1' Disapproved a/c 0 3O � X 14�-( Phone: (0 _2AAr q.2-44 Expiration J ,20L?l Building Inspecto I'PT' KATION FOR BUILDING PERMIT NOV 1 22015 ��, p� Date , 201 5 ___ _ I INSTRUCTIONS _app, t an Iampletely 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. ignature of applicant or name,if a corporation) (Mailing address of applicant) t k q—) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises Fasc—(YtC kt-NIF,k Cie (R (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. >r`+ ' ti • ' Plumbers License No. ''- Electricians License No. Other Trade's License No. 1. Locationf d on which prokosed work will be done: F) o "A� SOON V t evi ue _ SDU it-tb Ler House Number Street Hamlet County Tax Map No. 1000 Section Block {p Lot ( �O 4 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 S(N Cs(.,a✓ rn6;M. FES. W/ b. Intended use and occupancy sA aMC—, 3. Nature of work(check which applicable):New Building Addition Alteration 4/ Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units KJ Number of dwelling units on each floor iJ A If garage, number of cars Al l 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. �J 7. Dimensions of existing structures, if any: Front 28, 3 Rear Joe• 3 Depth �b•'�"' "�' Height V01-o" Number of Stories ( 7'-0, S'ilr PSS' Dimensions of same structure with alterations or additions: Front 20#3 Rear 2,83 Depth S3-6 Height 2,(a,-0 Number of Stories Z DE+cic- 23•6-)c 8. Dimensions of entire new construction: Front 11j Rear 23.3 ®I✓CIK-- Depth 71 D 13«c _,Height "1'-7``-tU $'-g" Number of Stories "k• — DECLC- I 9. Size of lot: Front too . ob Rear too, dV Depth 28 2.3� Tb 300,®� 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 9 —AP 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO__y Will excess fill be removed from premises? YES NO_Z)C Rasarnkp-y 'I( C%2 6 �T -LAS 14. Names of Owner of premises 5Grt1�1�1Dt Address Xbq (J 0 Phone No. -119'522-3 557 Name of Architect Address Phone No Name of Contractor 3E1%t= K&1U-OCt-- Address cS&i-A(5U0CT' Phone No. 722`3 2(o/ 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO� * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data/on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO !f IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF SO F l.lL 7 C'lt�'C Nl4 F .S being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, CONNIE D.BUNCH (S)He is the tsaNotary Public,State of New York (Contractor,Agent, Corporate Office rovaaIn Suffolk County l Commission Expires April 14,2�.t J� of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swo n to before me this day of 6A 2015 Notary Public Signature of Applicant J " a Albert J.Krupski,President �aOF SDUlyO Town Hall James King,Vice-President ,`O lO 53095 Route 25 Artie Foster P_O.Box 1179 Ken Poliwoda Southold, New York 11971-0959 CA Peggy A. DickersonO • �O� Telephone(631)765-1892 l7 COU � Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0067C Date Sept. 29, 2005 THIS CERTIFIES that the beach stairs At 8095 Sound View Ave. , Southold Suffolk County Tax Map# 59-6-16 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 2/4/04 pursuant to which Trustees Permit# 5862 Dated 2/25/04 Was issued, and conforms to all of the requirements and conditions of the applicable provisions of law.TIie projecf for which this certificate is being issued is for beach stairs The certificate is issued to ROSEMARY SCHNEIDER owner of the aforesaid property. A Authorized Signature Scott A. Russell �g a° '' ST�O�]KN[WAT]EIK �� y SUPERVISOR IM[AN A IEM[IEN F z SOUTHOLD TOWN HALL-P.O.Box 1179 Z S 53095 Main Road-SOUTHOLD,NEW YORK 11971 2ll a- Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOLES THIS PROJECT INVOLVE ANY OF 'I'1[-IlE FOLLOWING: (CHECK ALL THAT APPLY) Yes No . ❑�A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑WB- . Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑[�rC. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. E]F Xr . Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. EJ E. Site preparation within the one floodplain as depicted oT-FIRM-Map-of any watercourse. ®F(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. S APPLICANT (Property Owner,Design Professional,Agent.Contractor,Other) .C.T.M. DOOi�tIO Date:ct -- NAME: —� J\0v C "/ �11 // . Section Block Lot OR BUILDING DR A) T�It�T Contact Information —2 ` � � 1 Reviewed By: — — — — — — — — — — — — — _ — — — — — Date- Property Address / Location of Construction Work: — — — — — — — — — — — -- - — — — — �-+ Approved for proce»ing Building Permit. O 6u1ui2 uyewAyL — — Stormwater Management Control Plan Not Required IJP l ( G ® Stormwater Management Control Plan Required (Forward to Engineering Department for Review.) FORM 4 SMCP- TOS MAY 2014 �-eE.or - Ocwo NsZ"t%ia F /pogo' 9NOK� Lees r cte I- b ° I X11 s ry � J crr Ib I. Z \b P I til 10 r / e .. _ 29G.5o• �Ew p � ,QvE.VUE �f DUNO l�/E/'✓�'&''� V ti *��,.cc�CLec.1JY�i�tOHc.M> I I J �a' h'etc I //nuJA r NPO& D l� 1t1 LS FEB - 2004 D TEsr'y°r� ,,r��..,�_ Airtia//967 f rFw.�t:+ C i':�S:tC'O�t• OF 14 l �FFtVICES S;dGLE FkAiLY DWEWN t0 L1f Aovun • Southold Town t;r^ p Board of Trustees Lw�r /Q"L 0�� y /•i' S L`ai�Qy.-W--,��-•`'.^s.fts rye «w y ....b• -:•n. :•.rr,s s'�...�,1p,,.,x �� Onr I tJtitflni up{, {tJ J.•>:� •••,_ -•,'.•.` vd:BiSr W>�' Ofi16111 /NcaNra i GENgeo L4 m, , Il;ilTlr SIRVICES I Oj`� �Q �',� ?u�vsrFO-c M/G�19K P/ti9U�✓c J ti E 7 4auriav Smnwca�� .-wrrNY � ., sS�.ow,vrECQ�v.MrLrc-.r�F�a�.yi�els.T4s-.Tis�!,r�wwv�rr hew r On GLvnslav✓�Y•[e�vw�m►ri �c vLo•r-so•. -ltvo�?r�ba A�2�iwif, c , .;•t 19aK-f/�B is i// ��.y • y cerium N✓ Pavar/�svl�e.-,tw•rei•.9y�ys_- c�►/000-?9-e6-/6 � Na>>i SURVEY OF PROPERTY SITUATE SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 59 -06- 16 SCALE 1 "=30' AUGUST 8, 2015 OCTOBER 28, 2015 ADD PROPOSED DECK TOTAL AREA = 29,005 sq. ft. (TO TIE LINE) 0,666 CIC. 1 , UPLAND AREA = 20,925 sq. ft. 'P \ L 0 T CO VERA GE DATA A o // \\ � OVER UPLAND L 0 T AREA DESCRIPTION AREA % LOT COVERAGE L \ \\\\ \ �\ EXIST. HOUSE 1.030 sq. ft. 4.9% 4 \ AL \ \ \ EXIST. DECK 331 sq. ft. 1.6% EXIST. STEPS & LANDING 64 sq. ft. 0.3% PROPOSED DECK 334 sq. ft. 1.6% o PROP. STEPS & LANDING 35 sq. ft. 0.2% All, \ `\ �\ \ \ �T� �� Nyco TOTAL PROPOSED 1,794 sq. ft. 8.6% 17 D e\e L \ 0< <9y�T�s o �00 \� 0 a�� / e9sF�,GS sFo ro OZ- PREPARED\� IN ACCORDANCE WITH THE MINIMUM \�J STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY TI NAPPROVED VNADOPTED FOR SUCH USE BYTHENEWYORKSTATELAND TITLE ASSOCIATION. 00 OF N o ° l` da N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITIONS TO THIS SURVEY IS A VIOLATION OF SECTION 72LA OF THE NEW YORK STATE LAW.W. Nathan Taft Corwin iii COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND e Joseph A. In no L.S. LENDING INSTITUTION LISTED HEREON, AND p 9 9 TO THE ASSIGNEES OF THE LENDING Title Surveys — Subdivisions — Site Plans — Construction La out INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFER ABLE. Y Y PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 35-176 GENERAL NOTES SCHNEIDER RESIDENCE � Q 1. All work shall conform to the requirements of the Residental Code of New York State,County and Town Department Regulations, Utility Company requirements and Q (] / best trade practises. 8 0 9 5 S O U N D V I E W AVENUE y� 2. Before commencing work the Contractor shall file all documents required by the Building Department, pay all fees required by local agencies and obtain all required S O U T H O L D N .Y. / permits. RAILING TO CODE 3. The Contractor shall visit the site and verify all dimensions and the existing conditions affecting the work prior to construction. Any discrepancies which wouldM interfere with the satisfactory completetion of the work described herein shall be EXISTING: SINGLE FAMILY RESIDENCE reported to the architect or property owner. Do not start work until such conditions SCTM# 1000-59-6-16 DD have been examined and a course of action mutually agreed upon. Failure to notify the owner or architect of unsatisfactory conditions will be construed as an acceptance 0ZONE R-40 AUG 15 2016 of the conditions to properly perform the required work. M 4. All work is to conform to the drawings and specifications of the architect and PROPOSED: engineer consultants. LJ1 LLLL 5. The Contractor is to maintain a complete and up to date set of plans on the REMOVE AND RELOCATE DECK STEPS. ENLARGE DECK $UIt job site at all times TUB O®F F S LD S® 6. The drawings are not to be scaled under any circumstances. / . prevailing p 2X10 @ 16" OC DECK JOISTS Li TLLL 7. It shall be the Contractor's responsibilityto ascertain all revailin procedures TECO including storage and toilet facilities,protection of existing work to remain,access to work area, hours of permitted work,availability of water and electric power and all other conditions and restrictions for this particular location in order to execute the 2X12 ACID LEDGER BOLTED TO HOUSE FRAME W/ �[ work in a careful and orderly manner with the least possible disturbance to the public. 2-1/2" EPDXY FASTENERS W/ANCHORS @ 16" OC. TECO 2X10 @ 16" OC DECK JOISTS TECO 8. The Contractor shall make the neccesary arrangements to utilities and services temporarily disconnected while performing the work as required. r 9. The Contractor shall provide all dimensions and cut-outs for other trades. 2-2X12 & 1- 2X10 GIRDER ASSEMBLED W/ 10.The Contractor shall provide proper shoring and bracing for all remaining structure 2 STAGGERED ROWS OF 4" SCREWS. prior to removal of existing structure. SPLICES AT POSTS ONLY 11. Plumbing,electrical, HVAC and similar work shall be performed by licensed persons who shall arrange for and obtain all required inspections. The General GIRDER TO BEAR FULLY ON 6X6 ACID POST d Contractor shall be responsible for scheduling all other inspections as required. STRAPPED TO 10" DIA. CONC. PIER EXISTING PROPOSED 12.The Contractor is sollely responsible for construction safety and shall hold the (SONOTUBE OR EQUIV.) ANCHORED TO owner and architect harmless from litigation arising out of the Contractor's failure to provide construction safety means and methods. 24" X $" POUR. CONC. FTG. @ 3'-0" BELOW 1sT FL. SQ.FT. SQ.FT. FINISHED GRADE. 2ND FL. NA NA • ATTIC NA NA CONSTRUCTION NOTES 12'-0" 11'-92if CELLAR SQ.FT. SQ.FT. 1. All footings shall rest on undisturbed soil at a minimum of 36"below fin.grade. GARAGE SQ.FT. 0 -' 2. Poured concrete shall[have a minimum psi of 2800 at 28 days unless noted. DECK SQ.FT. SQ.FT. 3. Sill plates shall be preserved,treated wood and be installed above a 16 oz. copper termite sheild. ARCHITECT: 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance with the New York State Building Code and manufacturers specifications. 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed upon by an engineer and(certificates shall be issued stating same. 6. Unless otherwise noted all framing and structural wood components shall be I I I ICONTRACTOR: JEFF HALLOCK #2 or better Douglas Fir. PO BOX 302 7. All framing techniques;and methods shall be as prescriptive design based on - AF&P Wood Frame Construction Manual for One and two Family Dwellings(WFCM) -I I I I I S. JAMESPORT NY 11970 „ oras specified in R301.2..1.1 co 631-722-3261.�1 Q �' 8. All building envelope(components shall comply with Chapter 6 of the Energy I ' i SURVEYOR: NATHAN TAFT CORWIN III Conservation Code of the State of New York. L1586 MAIN RD. 9. Fireblocking shall be(provided in all wood framed construction in accordance L — J L — J JAMESPORT NY 11947 with NYS Code R 602.8 to form an effective fire barrier between stories and 631-727-2090 between the top story and roof space. 10. Protective panels shall be provided for glazed openings in accordance with DRAFTING/PERMITS: press START NYS code R301.2.1.2 if they are required. DECK SECTION PO BOX 49 11. All portions of the new structure are designed to comply with local geographic SOUTHOLD NY 11971 and climatic criteria as stated in the following table. 1 /2if — 11 '0" 631-294-4241 ENGINEER: JAMES J. DEERKOSKI P.E. GEOGRAPHIC & CLIMATE DESIGN CRITERIA REV. 8.10.16 260 DEER DRIVE GROUND SNOW LOAD 45 ps1 MATTITUCK NY 11952 WIND SPEED 120 MPH - 7 -755 SEISMIC DESIGN CATATGORY B WEATHERING SEVERE FROST LINE DEPTH 36" AUGUST 24, 2015 TERMITE THREAT MODERATE TO HEAVY AUGUST 10 2016 DECAY SLIGHT TO MODERATE WINTER DESIGN TEMPERATURE 11 FLOOD HAZARD AS NOTED RAI ING TO CODE 2X 2 A Q S AIR TRI GE S 16"OC NAILING/FASTENERSCHEDULE DN.12 F ISEF S@8.5" EW TAI CA E PROVIDE MSTA30 OR EQUAL METAL STRAPS OVER RIDGE TO ROOF RAFTERS @ 16"OC I 1 TYP NOT APPLICABLE IF 174 COLLAR TIES ARE PRESENT. I 11 6D COMMON @ 6"OC @ 4'-0"PERIMETER ZONE1 8D COMMON@ 12"OC @ PANEL FIELD 8D COMMON @ GABLE ENDWALL RAKE I OWN REFER TO TABLE 38 WFCM-SBC RIS. �@ 6-1/2' 2X10 @ 16"OC DECK JOISTS ( I I 2X10 @ 16"OC DECK JOISTS PROVIDE 8-10D COMMON NAILS EACH END OF COLLAR TIES TYP. PROVIDE SIMPSON H2/H10 OR 1/2"PLYWD.SHEATHING EQUIVALENT HURRICANE TIES 6D COMMON @ 3"OC EDGE TO SECURE(ROOF RAFTER TO 6D COMMON @ 6"OC FIELD PLATE AND WALL FRAME. I I� PROVIDE SIMPSON LPT4 OR EQUIVALENT TO TIE RIM BOARD Lj TO DOUBLE(PLATE TYP W=O � I II DESIGN CRITERIA: va I ( PRESCRIPTIVE AS PER NYS RESIDENTIAL CONSTRUCTION CODE AND U-<n I LINE OF EXIST.STAIRS UJ I I AF&PA WOOD FRAME CONSTRUCTION MANUAL FOR 1 &2 FAMILY DWELLINGS PROVIDE SIMPSON H6 OR �0 I I DESIGN LOAD CALCULATIONS LIVE LOADS PSF EQUIVILANT TO TIE WALL STUDS O= – _ _ _ _ OF BOTH FLOORS TO PLATE& Z W I — BAND JOIST @ 16"OC TYP o¢ EXTERIOR BALCONIES 60 J PROVIDE SIMPSON H6 OR W O F-:EQUIVALENT TO TIE WALL STUDS TO PLATE&BAND JOIST @ 16" O W DECKS 40 ocrYP. m LU ,y X I ATTICS W/O STORAGE 10 PROVIDE SIMPSON I RIMPT4 BO W< O I I "I ATTICS W/STORAGE 20 TO SILL PLATE TIE RIM BOARD �LL Z I N I ROOF(GROUND SNOW LOAD) 20 TO SILL PLATE PLYWD.FLOOR SHEATHING 8D COMMON @ 6"OC EDGE X BD COMMON @ 12"OC FIELD O d W —II I ROOMS(OTHER THAN SLEEPING) 40 PROVIDE APPROPRIATE METAL NN 13'-0" I ROOMS(SLEEPING) 30 PLATE WASHER,NUT&ANCHOR BOLT TIE SILL PLATE TO MASONRY FOUNDATION TYP @ N N STAIRS 40 6'-0"OC FOR 1 STORY,3'-0"FOR I 2-2X12&1-2X10 GIRDER ASSEMBLED W/ I (�th� 2 STAGGERED ROWS OF 4"SREWS. GUARDRAILS 200 2 STORIES 12"FROM CORNERS& ✓6 SPLICES AT POSTS ONLY OPENINGS AND BOLTS TO BE MIN I I GIRDER TO BEAR FULLY ON 6�6 ACQ POST STRAPPED TO 10"DIA.CONC(SONOTUBE OR EQUIV.)ANCHORED TO 12"DEEP. I 24"X8"POUR.CONC.FTG.@PIER O'BELOW w FINISHED GRADE. I A-101 GENERAL NOTES, PLAN, SECTION (� ABBREVIATIONS II I to ADJ ADJACENTII I Io MIN. MINIMUM ALUM. ALUMINIUMMR MOISTURE RESISTANT II APPD. APPROVEDMW MILLWORK II m BRD. BOARD NIC NOT IN CONTRACT BRK. BRICK OC ON CENTER II BOT. BOTTOMOPG. OPENING II z CL CENTER LINE PL. PLATE EXIS . NTR ( RAILING TO CODE CLG CEILING PLUMB. PLUMBING Ill' COL. COLUMN PLYWD. PLYWOOD CONC. CONCRETE PT. PRESSURE TREATED CONT CONTINUOUS PNC. PAINTED I N GENERAL NOTES, PLAN, SECTION CT. CERAMIC TILE PVC POLY VINYL CHLORIDE DEMO. DEMOLISH I RAILING TO CODE M DIA. DIAMETER RCP REFLECTED CEIL. PLAN j REQ. REQUIRED SCALE AS NOTED DR. DOOR RM. ROOM DWG. DRAWING DN.11 ISE s @ 6.5" D DRAWING# SIM. SIMILAR SEAL: EA. EACH SPEC. SPECIFIED I DECK PLAN L ELEC. ELECTRICAL I LINE OF EXIST.ENTRY DECK TO BE REMOVE LINE OF EX{IST.ENTRY DECK TO BE REMOVE ELEV. ELEVATION STL STEEL L - - - - - - - - - - - - - - - - - - — - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� n __ i n 0 D0 NEW Y T&G TONGUE AND GROOVE EQ. EQUAL I R V.8.10.16 0 AUG 1 5 co ' � . �R�t O'Q'r� EXIST. EXISTING TEL. TELEPHONE ?0i6 TO. TOP OF SCHNEIDER RESIDENCE I ��- EXT. EXTERIOR EXIST. FIRST FLOOR PLAN I " TYP. TYPICAL ;firAA GALV. GALVANIZED UNO UNLESS NOTED OTHERWISE 114"= 1'-0" 8.23.14 I I3ITILDING DEPT 5' r� GWB GYPSUM WALL BOARD VIF VERIFY IN FIELD ( TOWN OF SOUMOLD �� ,� ,� HVAC HEATING,VENTING& W/ WITH I I A 101 AIR CONDITIONIING Gam. .I I RC' INT. INTERIOR • �� INSUL. INSULATION WD. WOOD WP WATER PROOF � ( \; f LINE OF EXIST.ENTRY STAIRS O BE REMOVED - - - - - - - - - - �' LBS POUNDS MAX. MAXIMUM 1 OF 1 MO. MASONRY OPENING GENERAL NOTES SCHNEIDER RESIDENCE 1. All work shall conform to the requirements of the Residental Code of New York State, County and Town Department Regulations, Utility Company requirements and 8095 S O U N D V I E W AVENUE best trade practises. 2. Before commencing work the Contractor shall file all documents required by the Building Department, pay all fees required by local agencies and obtain all required U T H L D N .Y. permits. RAILING TO CODE 3. The Contractor shall visit the site and verify all dimensions and the existing conditions affecting the work prior to construction. Any discrepancies which would EXISTING: SINGLE FAMILY RESIDENCE interfere with the satisfactory completetion of the work described herein shall be � reported to the architect or property owner. Do not start work until such conditions SCTM# 1000-59-6-16 have been examined and a course of action mutually agreed upon. Failure to notify _ the owner or architect of unsatisfactory conditions will be construed as an acceptance O ZONE R-40 ( of the conditions to properly perform the required work. M 4. All work is to conform to the drawings and specifications of the architect and PROPOSED: engineer consultants. _ __ _ _ H L 5. The Contractor is to maintain a complete and up to date set of plans on the REMOVE AND RELOCATE DECK STEPS. ENLARGE DECK job site at all times 6. The drawings are not to be scaled under any circumstances. 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures TECO 2X10 @ 16" OC DECK JOISTS ir including storage and toilet facilities,protection of existing work to remain,access to work area, hours of permitted work,availability of water and electric power and all other conditions and restrictions for this particular location in order to execute the 2 1 CQ LEDGER BOLTED TO HOUSE FRAME W/ work in a careful and orderly manner with the least possible disturbance to the public. 2- /2" EPDXY FASTENERS W/ANCHORS @ 16�� OC. -C 2X10 @ 16" OC DECK JOISTS TECO 8. The Contractor shall make the neccesary arrangements to utilities and services temporarily disconnected while performing the work as required. 9. The Contractor shall provide all dimensions and cut-outs for other trades. p�lov f i 2-2X12 & 1- 2X10 GIRDER ASSEMBLED W/ 10.The Contractor shall provide proper shoring and bracing for all remaining structure 2 STAGGERED ROWS OF 4" SCREWS. prior to removal of existing structure. �/� (7 SPLICES AT POSTS ONLY 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed persons who shall arrange for and obtain all required inspections. The General GIRDER TO BEAR FULLY ON 6X6 ACID POST Contractor shall be responsible for scheduling all other inspections as required. STRAPPED TO 10" DIA. CONC. PIER EXISTING PROPOSED 12.The Contractor is solely responsible for construction safety and shall hold the �k-!�/ (SONOTUBE OR EQUIV.) ANCHORED TO owner and architect harmless from litigation arising out of the Contractor's failure to �� 1ST FL. SQ.FT. SQ.FT. provide construction safety means and methods. 24 X $ POUR. CONC. FTG. @ 3'-0" BELOW FINISHED GRADE. 2ND FL. NA NA ATTIC NA NA CONSTRUCTION NOTES 12'-0vl111-9211 CELLAR SQ.FT. SQ.FT. GARAGE SQ.FT. 0 1. All footings shall rest on undisturbed soil at a minimum of 36"below fin.grade. 2. Poured concrete shall have a minimum psi of 2800 at 28 days unless noted. DECK SQ.FT. SQ.FT. 3. Sill plates shall be preserved,treated wood and be installed above a 16 oz. copper termite sheild. ARCHITECT: 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance with the New York State Building Code and manufacturers specifications. 5. Pilings shall be installed)by a licensed contractor to a depth and bearing agreed UAon by an engineer and certificates shall be issued stating same. 6. Unless otherwise noted)all framing and structural wood components shall be CONTRACTOR: JEFF HALLOCK #2 or better Douglas Fir. 7. All framing techniques and methods shall be as prescriptive design based on PO BOX 302 C:) I I I I S. JAMESPORT NY 11970 AF&P Wood Frame Construction Manual for One and two Family Dwellings(WFCM) CI) I �� I 631-722-3261 or as specified in R301.2.11.1 X10 8. All building envelope components shall comply with Chapter 6 of the Energy SURVEYOR: NATHAN TAFT CORWIN II — Conservation Code of the State of New York. I— — 1586 MAIN RD. 9. Fireblocking shall be provided in all wood framed construction in accordance — J 00L — — — — J JAMESPORT NY 11947 with NYS Code R 602.8 to form an effective fire barrier between stories and L L — — 631-727-2090 between the top story and roof space. , „ 10. Protective panels shall be provided for glazed openings in accordance with 2-0 DRAFTING/PERMITS: POBpresSTART NYS code R301.2.1.2 if they are required. DECK SECTION PO BOX SOUTHOLD NY 11971 11. All portions of the new structure are designed to comply with local geographic 1f — 1 1-01, 631-294-4241 and climatic criteria as stated in the following table. 1 /2 ENGINEER: JAMES J. DEERKOSKI P.E. GEOGRAPHIC & CLIMATE DESIGN CRITERIA 260 DEER DRIVE MATTITUCK NY 11952 GROUND SNOW LOAD 45 ps1 631-774-7355 WIND SPEED 120 MPH SEISMIC DESIGN CATATGORY B WEATHERING SEVERE FROST LINE DEPTH 36" AUGUST 24, 2015 TERMITE THREAT MODERATE TO HEAVY DECAY SLIGHT TO MODERATE WINTER DESIGN TEMPERATURE FLOOD HAZARD AS NOTED �( NAILING/FASTENER SCHEDULE t2`° PROVIDE MSTA30 OR EQUAL METAL STRAPS OVER RIDGE I I TO ROOF RAFTERS @ 16"OC L J —1 TYP NOTAPPLICABLE IF COLLAR TIES ARE PRESENT .e 8D COMMON @ 6"OC @ 4'-0"PERIMETER ZONE _ 8D COMMON @ 12"OC @ PANEL FIELD OWN BD COMMON GABLE ENDWALL RAKE I F"�..' •`1-� t RIS. REFER TO TABLE 3 8 WFCM-SBC ,. 2X10 @ 16"OC DECK JOISTS 2X10 @ 16"OC DECK JOISTS PROVIDE 8-VOD COMMON NAILS I r•,-,,, EACH END OF COLLAR TIES TYP i/2"PLYWD SHEATHING PROVIDE SIMIPSON H2/H10 OR '�, EQUIVALENT HURRICANE TIES 6D COMMON @ 3"OC EDGE I 2. TO SECURE ROOF RAFTER TO 6D COMMON @ 6"OC FIELD I I I ."I PLATE AND WALL FRAME t 3. t 4. r-il%d"�I_ PROVIDE SIMPSON LPT4 OR I /I , EQUIVALENT TO TIE RIM BOARD I , TO DOUBLE PLATE TYP (4(Ir•r°�,.I.=I r, i l-• ... .. �O �� y I DESIGN CRITERIA: Ft_(_ GCd i w" PRESCRIPTIVE AS PER NYS RESIDENTIAL CONSTRUCTION CODE AND U- I LINE OF EXIST.STAIRS YD�1" �T/�TEcoo , f;'� fii_1 �F',.;)II_'.E. ! JJ I AF&PA WOOD FRAME CONSTRUCTION MANUAL FOR 1 &2 FAMILY DWELLINGS r PROVIDE SIMIPSON H6 OR O= _____�_. _�__ _____ __ DES211 Vii 0CL' !31RUC!I'2 i:i EQUIVILANT TO TIE WALL STUDS O U '""_ .___. .__._ ..__ __... _.__. __.._ .__.. ... _.-_ ._.i OF BOTH FLOORS TO PLATE& =z Y ( I DESIGN LOAD CALCULATIONS (LIVE LOADS PSF) BAND JOIST @ 16"OC TYP 0 Q w LU PROVIDE SIMIPSON H6 OR w U1- EQUIVALENT TOTIE WALL STUDS 0LU I IC7 DECKS OR BALCONIES 40 60 _ TO PLATE&BAND JOIST @ 16" XX OC TYP m W I N . 4J PROVIDE SIMIPSON LPT4 OR w U U I N w LL I i x I ATTICS W/O STORAGE 10 EQUIVALENT TO TIE RIM BOARD IJ- Z /'.C' / F' ,.. TO SILL PLATE PLYWD FLOOR SHEATHING J X J I I N I ATTICS W/STORAGE 20 , _ I ROOF(GROUND SNOW LOAD) 20 ,,,., I: 'J II 1:__r� 8D COMMON @ 6"OC EDGE --- --- — — — — — — — — -}-- — ----r-— BDCOMMON @ 12"OC FIELD 0 CL I ROOMS(OTHER THAN SLEEPING) 40 a I ROOMS(SLEEPING) 30 "`-""" `--r I PROVIDE APPROPRIATE METAL N N I - ' PLATE WASHER,NUT&ANCHOR N N 1 I I r, •_+�»^^•^- " STAIRS 40 F_` ,i -s-,'r.,U BOLT TO TIE SILL PLATE TO -2-2)(12&1-2 10 GIRDER ASS MBLED W/ �� MASONRY FOUNDATION TYP @ ( 2 STAGGER D ROWS OF 4"SCREWS. I GUARDRAILS 200 - `• -r•," - , 6'1'OC FOR 1 STORY,T-0"FOR I SPLICES AT OSTS ONLY 2 STORIES 12"FROM CORNERS& OPENINGS AND BOLTS TO BE MIN GIRDER TO EAR FULLY ON 6C6 ACID POST Ll I .�_;•...,....._----- 12"DEEP J STRAPPED O 10"DIA.CONC.PIER . (SONOTUBE R EQUIV)ANCF ORED TO za"xs"POU CONIC FTG.@ 0"BELOW 10 I A-101 GENERAL NOTES, PLAN, SECTION FINISHED G DE. O 10 ABBREVIATIONS ADJ ADJACENT MIN. MINIMUM I 19 (o ! l__� __ __ —_ ILU _,� UJ a v t' i 43 ALUM. ALUMINIUM > MR MOISTURE RESISTANT APPD. APPROVED MW MILLWORK I m srf-f-; a �" f- BRD. BOARD o R + -q - NIC NOT IN CONTRACT I I I � `�� t t t '� ! Ca_��-[i �61P`t� L"' BRK. BRICK OC ON CENTER r�n. t rY 4 E !^ r� E .a i 5 BOT. BOTTOM OPG. OPENING } OJ' C� CL CENTER LINE PL. PLATE EXIS . NTR I a CLG CEILING PLUMB. PLUMBING I I RAILING TO CODE COL. COLUMN PLYWD. PLYWOOD LA CONC. CONCRETE PT. PRESSURE TREATED I L —1 _ �NEWSTJIRCASE CONT CONTINUOUS N 1 RIERS �1-i 1�l SIO P:1 V��r'11LI1 f�ulv��ii"i PNT. PAINTED GENERAL NOTES PLAN SECTION CT. CERAMIC TILE PVC POLY VINYL CHLORIDE 1 z 1z cQ TAI sT ING RS , "oQ f 7 , , FU11SU,114T TO CH,"rP TER 233 DEMO. DEMOLISH RCP REFLECTED CEIL. PLAN RAILING TO CODE ❑ AILI G Q DE SCALE AS NOTED OF Til E TOMq CODE, DIA. DIAMETER 13 REQ. REQUIRED 1 /� DWG. DOOR RM. ROOM I DN.11 ISE s @ s 5" SEAL: DRAWING# SIM. SIMILAR EA. EACH SPEC. SPECIFIED ELEC. ELECTRICAL I LINE OF EXIST.ENTRY DECK TO BE REMOVE LINE OF EXIST.ENTRY DECK TO BE REMOVE f" STL STEEL ELEV. ELEVATION P�� Y T&G TONGUE AND GROOVE - - - - - -- - -- -- -- -- - - -- -- -- - - - - - -- -- - - - - -- -- -- - -- - - -- - - - - - - - - - - - - - - - - - - - -- -- � 1/4.. _ 11_01V F o EQ. EQUAL TEL. TELEPHONE I EXIST. EXISTING TO. TOP OF SCHNEIDER RESIDENCE �k �� te: z �� EXT. EXTERIOR EXIST. FIRST FLOOR PLAN GALV. GALVANIZED TYP. TYPICAL 1/4"= 1'-0" 8.23.14 �+xY 4. UNO UNLESS NOTED OTHERWISE - - -- GWB GYPSUM WALL BOARD HVAC HEATING,VENTING& W/ VERIFY IN FIELD ( I c!' A 101 �Q �0 �t�q AIR CONDITIONING W/ WITH INSUL. INSULATION WD. WOOD O�07 P INT. INTERIOR WP WATER PROOF I >' S$►ON LINE OF EXIST.ENTRY STAIRS TO BE REMOVEDI LBS POUNDS -- ---- ----- ---- MAX. MAXIMUM 1 OF 1 MO. MASONRY OPENING