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HomeMy WebLinkAbout42616-Z %dfFD444, Town of Southold 2/13/2019 0 P.O.Box 1179 * T 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40204 Date: 2/13/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 175 Goose Creek Lane Ext, Southold SCTM#: 473889 See/Block/Lot: 78.-8-14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/5/2018 pursuant to which Building Permit No. 42616 dated 4/27/2018 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, SCREENED PORCH 2ND STORY DECK OUTDOOR SHOWER, WOOD STOOP AND UNFINISHED BASEMENT, AS APPLIED FOR The certificate is issued to Schuch,John&Orlick,Rebecca of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0185 02-01-2019 ELECTRICAL CERTIFICATE NO. 42616 12-13-2018 PLUMBERS CERTIFICATION DATED 01-16-2019 SfkS Mecha ' 1 MA o%,\�, ���-j ho d Signature J TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42616 Date: 4/27/2018 Permission is hereby granted to: TSC Holdings LLC 46520 CR 48 Southold, NY 11971 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 175 Goose Creek Lane Ext, Southold SCTM # 473889 Sec/Block/Lot# 78.-8-14 Pursuant to application dated 4/5/2018 and approved by the Building Inspector. To expire on 10/27/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,891.20 CO -NEW DWELLING $50.00 Total: $1,941.20 B iI ector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. 4/5/2018 New Construction: X Old or Pre-existing Building: (check one) Location of Property: 175 Goosecreek Lane, Southold, NY 11971 House No. Street Hamlet Owner or Owners of Property: John W. Schuch &Rebecca Orlick Suffolk County Tax Map No 1000, Section 78 Block 8 Lot 14 Subdivision 0 Filed Map. Lot: Permit No. L 2 I Date of Permit. Applicant: McCarthy Management, Inc. Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: r/ (check one) Fee Submitted: $ �y Applic ature ®��oF so���®� Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �� roger.richert(D-town.southold.ny.us Southold,NY 11971-0959 louffm BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To, John Schuch Address: 175 Goose Creek Ln City: Southold St: New York Zip: 11971 Budding Permit# 42616 Section: 78 Block 8 Lot: 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor. DBA: Neubauer Electric License No: 3869-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 51 Ceiling Fixtures 13 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 9 Wall Fixtures 11 Smoke Detectors 3 Main Panel 200a A/C Condenser 1 Single Recpt 2 Recessed Fixtures 41 CO Detectors Sub Panel A/C Blower 1 Range Recpt ' 20a Fluorescent Fixture Pumps Transformer Appliances- Dryer Recpt 30a Emergency Fixtures Time Clocks Disconnect 200a Switches 48 Twist Lock Exit Fixtures TVSS Other Equipment 3-combination smoke /co detectors, 3-bath fans, 5-paddle fans, well pump, gas fire place,6-ARC fault circuit breakers Notes, Inspector Signature: �- s � Date: December 13 2018 81-Cert Electrical Compliance Form As Town Hall Annex Telephone(631)765-1802 54375 Main Road - Fax(631)765-9502 P.O.Box 1179 , • Southold,NY 11971-0959 .' POW; BUILDING DEPARTMENT D TOWN OF SOUTHOLD FEB - 4 2019 TOWN OF S'®ma �1L C ERT-I F I-C-A T_LO-N Date: —_ L_v I --- - - Building Permit No. a Owner: 1✓h u ak — -- — - -(please print)----- -Plumber:- - _ - - I��I � �r�.i�caQ- - - --- _Y- �S -- J e (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature)- -Sworn to before me this_ day o QQQA L , Notary Public, THOMAS I MCCARTHY Notary Public,Stas of New York Suffolk County-No.5004790 Y OF SO(/ly0 TOWN OF SOUTHOLD BUILDING DEPT. `ycoUlm, 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) _ [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING s/ Z. REMARKS: _ OQW PROCEED WITH OF FOUNDATION LOCATM IUA1Q Q��RI /l,p�f1i41�11i DATE 06 a6 �� INSPECTOR a0F So * # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION FRAMIN /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 4, sky*op,wr-t-- oy--7 DATEINSPECTOR # TOWN OF SOUTHOLD BUILDING DEPT. `^ou765-1802 INSPEC 7ROUGH ION [ ] FOUNDATION 1ST PLRG. [ v OUNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING R AR S: �r /wki/va'" owl inim '75mvpm.4, L . Mbw► ULM DATE Ol INSPECTOR �o,\OF SOUI'yo� # TOWN OF SOUTHOLD BUILDING DEPT. couto, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION _ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) CODE VIOLATION [ ] CAULKING REMARKS: DATE I INSPECTOR OF SO(/Tyo� # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] OUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] PAf SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ "FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E ECTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: (A*tA& So �- wwCA-, IJ4- 1 wo 11 kO4 Lor 7: DATE © Y INSPECTOR W- A OF SO(/l�o� # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE I / z'' INSPECTORQ l ��OF SO/¢ho # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SUL [ ] FRAMING /STRAPPING IV FINAL IIID [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING ��/ wl - REMARKS: !� 0 v� DATE dldl9lopl INSPECTOR ' � PRODUCT DATA SHEET � ����� Flame Spread�������o � ��y����� � OD ��� Fiberglas"m 2 2019 d0 Intulation ' �� SUILD ' .� -- -' �"�vv�mvuF SOUTHOLD Physical Properties See"Availability"table lues ' ~~'~~~~'~'°~----- Aorwcv° (fl"""spread/smoke developed) | FSK ^ce^�o PSK moeon Critical m,u=,/Flax^m/cm') Aorwcoro w,n . Mile-Vapc,perm"ance(perma) ' FSK ASTM E96' � . � PSK ASTM E961 .5 | v�atc'Vapor Sorption(by°*.nm ASTM c`w^/ "5wo c/`o4w Odor Ern"e°, ASTM o/oo* n"=! ASTM C665, oz,'c*n"ne"" �" -- oo,"n^" ^` p,"° l��»cr`ptioo Owens Corning' Euo7ouch'Flame Spread 25 Fiberglas' e"mn��"n,�°(fiberglass Aurwo/mm pmo| Insulation is ap�fonno6.8a� blanket insulation.It is `. ^�wow ^solely o measure and describe properties of products in response to and should not be used to describe or heat and flame under cent pmduue6inR-voueo�om11to4Q,atthickness hnm39b �" �m�"trolled results mthese to 11 inches.|tioavailable w�heither uFSK�ui|-ocrim-kra�) ��.��������������'����'�����������e���into account all of ---' or PSK(poly-scrim-kraft)facing; both of which act as vapor ' Dessicant mem" retarders and provide uneat,finished appearance. [|auca1ions Features " Excellent thermal control FSK All Typos Type m.Class A.Cat., ° Effective acoustical performance °ax /mlvp"" Type Ii,Class A.�al., ° Provides long term performance and will not settle nor slump within wall cavities ' • Less dust than other fiberglass insulation products 5tandaIrds, Codes Conmpliallcn • Excellent recovehunaut hn1irs' 0 Manufactured incompliance wbhASTM C 666 " Compression packaging speeds job site handling and ° Federal Soifi o8ionHH-|-521Fhaobeenuunco|edand installation replaced byASTM OG65 , According m2n,nclinical trial conducted."Toronto,Canada byDucker Worldwide""behalf a & Classified noncombustible when tested|naccordance Owens Corning Insulation Systems Lm with ASTM E13G ApplicaUwne n Eooloh' Flame Spread 25 /atuse " �oorand mo[�ni|�gaoaembUnowhere the inuu|udnn "'a"'`'°"""='y^"""""c^~^ yp~~`' through~^ `' Wall, will be left exposed,orwhere ulow flame spread vapor ° ��rdhodoom���u|hb'' iaCode nfRegulations,Tble retarder facing is required 24,Chapter 12-13,Article 3,"Standards for Insulating • Concealed applications ofassemblies for non- Material" combustible construction /)esjg/� �om�+�s,mt/0n� " VVoudand met��amedaonemb�cavidea or' surfaces with impaling pins ~" Th building thermal barrier(inou|otion)should bein continual alignment with the building air barrier ° |nframed cavities product thickness should match the depth of the framing members ° Follow the local,applicable building uu6n(s)todetermine the need for and placement of a vapor retarder ° Oonot install insulation ontop,orWithin 3inches ofa recessed light fixture unless the fixture |olabeled oo "insulation contact"(I[)rated i See Owens Corning publication"Installation Guide for Light Density Building Insulation"(Pub.No. 10017858)for more Wood Frame walls information. Both FSK and PSK EcoTouch` Flame Spread FSK-E` 23- 93" 6.25" 19 25 insulation facing options are more abuse-resistant than PSK-E' 23" 93" 6.25' 19 most other building insulation facings.However,when it PSK-E' 23" 96" 6.25" 19' is installed in areas where the material may be subject to FSK-E• 93 96 6.25 19, abuse,suitable protection should be provided. FSK 15" 93 5 5' 21 Metal Frame Walls and Sustat3't%billity FSK 16" 96" 3.5' 13 Owens Corning Is a worldwide leader in building material FSK 24' 96' 3.5 13 systems, Insulation and composite solutions,delivering a FSK 16" 96" 6.25" 19 broad range of high-quality products and services. FSK 24 96" 6.25" 19 Owens Corning is committed to driving sustainability by FSK 16 96" 5 5" 21 delivering solutions,transforming markets and enhancing Fly r I�� lives.More information can be found at FSK 16' 48' 9,5' 30 www.owenscorning.com. 0SK-E 24' 48' 9.5' 31, FSK-E' 24 48" 95" 30 INoI S FSK 24' 48' 9,5" 3� Fiberglass products may cause temporary skin and mucous FSK 16' 46" 12" 38 membranes Itching due to the mechanical abrasion effects FSK 24' 48" 12" 38 of fibers,a condition which is completely reversible. Owens Corning does not recommend the use of unfaced EcoTouch' 3. Tested per ASTMC518 PINK' Fiberglas"Insulation in exposed applications where It 4. FSK-E/PSK-E=Extended flange 5 Delivers R18 when installed in a 5 5'deep cavity will be subject to routine human contact due to this potential temporary Irritation. For additional information, refer to the Safe Use Instruction Sheet(SUIS)found in the SDS Database via http://sds.owenscorning.com. —i �� n�E.r tf1Cr31ii rfEs ane! Susiai.3able Features • Certified by SCS Global Services to contain a minimum of 55%recycled glass content,18%pre-consumer and 37% a(t:'VIpost-consumer WOE • GREENGUARD Certified products are certified to 7_0 GREENGUARD standards for low chemical emissions into CERTIFIED indoor air during product usage.For more information, visit ul.com/gg ® AdRAGE550iCY(LEOfONTENi • Environmental Product Declaration(EPD)has been certified ISISDAE{O:,90.1En by UL Environment 3N DOST{ONSIWER • Bronze Material Health Certificate from Cradle to Cradle Products Innovation Institute �� raae���cas•umrsex-r,gDaar 3mf t OWENS CORNING INSULATING SYSTEMS,LLC Dud,claier of L:Ial;fility ONE OWENS CORNING PARKWAY Technical information contained herein is furnished without charge or obligation and is given and TOLEDO,OHIO,USA 43659 accepted at recipients sole risk Because conditions of use may vary and are beyond our control s Owens Corning makes no representation about,and is not responsible or liable for the accuracy • 1 PINK' or reliability of data associated with particular uses of any product described herein www.ow.owenseorning.eom SCS Global Services provides independent verification of recycled content in building Pub.No 18142-R Printed in U S A July 2018 ' materials and verifies recycled content claims made by manufacturers.For more information, THE PINK PANTHER'&ig 1964-2018 Metro-Goldwyn-Mayer Studios Inc visa www SCSglobaisorvices com All Rights Reserved The color PINK is a registered trademark of Owens Coming LEED'is a registered trademark of the U.S.Green Building Council C 2018 Owens Corning All Rights Reserved. 11 tl Building Envelope and Duct Tightness Report 2015 IECC as amended by the 2016 New Yorks State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 175 Goose Creek Ln,Southold,NY 11971 Test Date 1/11/2019 Building Permit#: 42616 Compliance Pathway Performance Test Completed by: Christopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Building Envelope Tightness Volume Calculation : Check if- Floor fFloor Area Height Volume Conditioned Basement Basement 1294 9 11646 ❑ Conditioned Crawl Space 1St 1320 9 11880 ❑ Sealed Attic 2nd 1055 8 8440 *The conditioned floor area of dwelling is calculated in 3rd 0 accordance with ANSI 2765,except that conditioned floor Attic 0 area includes areas where the ceiling height is less than 5 Total Volume 31966 ft. CFM @50 pa 1516 Air changes/hr@50 pa 2.85 Code Compliance: Pass Duct Tightness: Post Construction Test-Total Duct Leakage System-1: Whole House Duct Location Condition Space - - .............. Floor Area 2375 Leakage CFM @ 25pa n/a CFW100-ft'CFA Code Compliance: Exempt System-2: Duct Location -------------------------- Floor Area Leakage CFM @ 25pa CFM/100 ftZ CFA Code Compliance: System-3: Duct Location -------------------------- Floor Area Leakage CFM @ 25pa CFM/100 ftZ CFA Code Compliance: Building envelope tightiness has been verified using instruments and procedures specified in ASHARE/ASTM E779 or ASTM E1827 as required by 2015 IECC as amended by the 2016 New York State Supplement, section 402.4.1.2. The building duct and plenum system has been verified as required by the 2015 IECC as amended by 2016 New York State Supplement,Section 4033.4. Signature: -� �..�--� —' Date: ;1/11/2019 Christopher Silvia,Home Energy Solutions i a 175 Goose Creek Lane, Southold 4 X0'9 BASEMENT INSULATION PERMIT # 42616 Y OWN of SOUTHOLD i i i L. QMH_ us -21a pl 1116114F11�11��n J ....m.+�•� e A P +r 1 1 • • ' CONIM[ENTS FOUNDATION /- /- _ - � I� Ire? % ROUGH---------------- FOUNDATION (2ND) WWI PLUMBING INSULATION PER N.Y. I P,m1w7o"t STATE ENERGY CODE /-1- II mW IF nmf3 ' 'Mill z. _ if"'d / ��iirr:� ADDITIONAL COMMENTS WAA N, � d V.rA 11'%� � .f i TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, efore applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board roval x FAX: (631) 765-9502 Survey e/ SoutholdTown.NorthForkxet PERMIT NO. qpK CQ C `� Check K Septic Form N.Y.S.D.E.C. aC Trustees k C.O.Application (� Flood Permit Examined 120 L Single&Separate Storm-Water Assessment Form Contact: Approved ,20 Mail to: Disapproved a/c Phone: Expiration 20 u' Spector APR - 5 2018 AP • ATION FOR BUILDING PERMIT Date 'S_ —, 20 �F XJ-� lRG:d:ie T, INSTRUCTIONS TOWN OF SOUTHOLD a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit f�'1 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. k(�" 10 (Signaturd of applicant or na e,if a corporation) 46520 CR 48, Southold, NY 11971 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber'or builder General Contractor Name of owner of premises JOHN W. SCHUCH & REBECCA ORLICK (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 175 Goosecreek Lane, Southold, NY 11971 House Number Street Hamlet County Tax Map No. 1000 Section 78 Block 8 Lot 14 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 Vacant Land b. Intended use and occupancy Single Family Dwelling 3. Nature of work(check which applicable): New Building X Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost $400,000 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor If garage, number of cars 0 T 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any:'Front Rear Depth Height Number of Stories _ Dimensions of same structure with alterations or additions: Fronts I Rear ; Depth Height Numbers of Stories r` ; 8. Dimensions of entire new construction: Front 40.7' Rear 35.5' ^Depth] `137.3' Height Number of Stories 9. Size of lot: Front 100' Rear 100' Depth 10. Date of Purchase 2/15/2015 Name of Former Owner TSC Holdings, LLC. 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO X 13. Will lot be re-graded? YES X NO Will excess fill be removed from premises?YES NO X JOHN W.SCHUCH &REBECCA ORLICK 1 John Street,Brooklyn,NY 11201 917-656-7659 14.Names of Owner of premises Address Phone No. Name of Architect Dwyer Design Consulting Inc. Address P.O.Box 632,Southold,NY 'Mne No 631-765-8905 Name of Contractor McCarthy Management,Inc. Address 46520 CR 48,Southold,NY 1'Phbne No. 631-765-5815 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * 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 X * 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 x * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Thomas J. McCarthy being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the Agent (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20 Notary Public Sig of Applicant i '4`- Sdott'A. Russell `�4 :.. �[' fl .M 'ATlEll : 5LTPLRVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 117+3 r MM'MalnRoad=sOUMOLANWYORK 119?i Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET PR 0 9 2018 (TO BE COMPLETED BY THE APPLICANT) - _... DOES TM MWECr WVOLVE ANY 01~ TM FOLI.OWW& Yes No tt W ALL tMr Aftn ®❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. x❑❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑p C. Site preparation on slopes which exceed 10 feet vertical rise to ` 100 feet of horizontal distance. ❑Q D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑® E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑Q 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 an wand NO to all-of the questlons above,STOP! Complete the Applieant section below with ymn•Name,, Signatttre,Contact Information,Date& County Tax Hap.Number! Chapter 236 does not apply to your project. If you answered YIS to one or more of the above,please submit Two coples of a Stormwater Management Cont ml'Plan and a completed Check'List Forth to the Wiling Department wit�your Building Permlt,Appllcation. >a�r ; riroa�tri o ��t Pcotes�tonni as c+coniractor ocn«t S.C:T.M. $: 1000 Date ' DbtrW NAME McCart ana e n . 78 8 14 4/5/2018 Section Block tot ' QtittFFrFMEEI! '`4SE C)IVLY` `' I Contact Information: 631-765- trr�.noi I Reviewed By: - - — — — — — — — — — — — — — — z Datta Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — — El App ed i'or.proc essing Building Permit. 175 Goosecreek Lane,Southold,NY 11971 rmwater Management Control Plan Not Required. ff tormwater Management Control plan is Required Forward to Engineertrig Department for Review) "FORM MCP-T09 MAY 204 y3� APPLICANT: &C-T.M.": 1000 r iPropaq Own,Desga Pmtutimul,Apta4 Coatnaor•otn ri �-- yn �r CHAPTER 236, 78 8 14 _ Stormwater Management Control.Flan CHECK LIST NAMuw��631-765-581 . t,Inc. sa lbrt 8 k laf S MCP -Plan Requirements: Provide:O,1iE copy of the Building Permit [kation ApPDate ak The applicant must provide a Coinplete Explanation and/or Reason for not providing 5 4/5/2018 4i it all Information that has been Required by the following Checklistl W Nr T�y y� 1. A Site Plan drawn to scale Not Less that 60'to`•tlre inch MUST NO NA. If You answered No or NA to any Item,Please Provide Justification Here! show all of the following items: If you treed-additional room for explanations,Please Provide additional Paper. a. Location&Description of Pro r Boundaries x b. Total Site Acreage. c. Existing-Natural&Mari Made Features within 500 See aerial Dhoto attached of the,Site Boundary as required by-§2*-iw. d. Test Hole Data Indicating Soil Characteristics.&Depth to Giound Water. x e. Limits of Clearing &Area of Propose!LarO DIsturbanae, x f. EKWIng&Pro dsed Contours-Of the Site aaNinrmger um z Gvaisl x Spot elevations g. Location of all existing&proposed structures,roads, driveways,sidewalks,drainage'im rovements'&rtltititles. x h. Spot Grades&Finish Floor Elevations for all existing& AVK proposed structures: x 1. Location.of proposed SwimmingTbol and disdharge ring, x No pool. Will apply at a later date LocgtJon of proed Soil Stockpile Area(s). x k. Ucation of proposed Construction Entiarice/Staging Area(sl. x Bosom DRAINAGE INSPECTX%WAWJft&%7fff1LD I. Location of proposdd,doricrdte washouvarea(s). x contact -rnginepringnt _ l S60 before m. Location of all proposed erosion&sediment control measures. 2- Stormwater Management Control Plan must include Calculations showing ' that the'stormwater Improvements are sized to capture,stom.and Infiltrate that the didinage lids been histalled to ftde. orrsite the run-off from all Impervious surfaces generated by-a two(M inch x EROSION &SEDIMENT CONTROLS rainfall/storm event.. Shall enclude-but 3. Details 8 Sectional Drawings for stormwater pmetim are requlred•for approval t limited t0: A.wall Maintained ronStrijrtinn Fntranrp,, Items•regulr(nt details shall Include but not-be limited to., a. Erosion&Sediment Controls. x b. Construction Entrance&Site Access. Seeding Fif 6xposed andtai hiactive sulls. c. Inlet Drainage Structures (e g.catch basins,trench drains,etc.) x d Leacliln .Structures(eg.infiltration basins.swales;etc:) x 4YIL 1'r)R ENGINEER G EPA RT •N ONLY Additional Information is Required Reviewed& 1 Stormwater Management Control Plan is,Not Complete. Approved By: — — — — — — i Stormwater•Management Control Plari is-Complete. Date: S 1 SMCP has-been,approved by the Engineering-.Department. FORM 0 SWC eck List-TOS MAY 2014 VIE OCT - 9 2018 Town Halt Annex Telephone(631)7A D NG D+PTS 54375 Box Road H „,arc(631? � ot7HOLD -�►' P.O.Box 1179 • rcoe ert own so Southold,NY 119714959 � • � BUHMING DEPARTMENT � TOWN OF SOUMOLD APPLICATION FOR ELECTRICAL INSPECTION [Na QUESTED BY: Madelith� Date: mpany Name: eu.boakf�r E I eC,a'rft- LLC, . me: KAI, �0, ense No.: 8 L-9 6 ze Address: 404 13 Uxl•n iv h P lu\iAL fin/ )dr � )-7oy hone No.: r31 b 613 b3 g 15 JOSSITE INFORMATION: (*Indicates required information) *Name: 3-UN W S 6 uc h ��Ja�.eca. �r-I►�k *Address: 191 f2Pr4� *Cross Street: *Phone No.. q►� `7 bsq —• PennitNo.: _ 2b1b Tax-Map District: 9 000 Section:__ � Block: r Lot: I *BRIEF DESCR1PTiON ®1=WORK(Please Forint Clearly) Ne,4 cmQ (r4 (Please Circle All That Apply) *Is Job ready for inspection: W i 1 I �r'h YES/ NO Rough In Final *Co you need a Temp Certificate: � NO we F#X -631 3 a 1 b Temp Iftrination Qf.needed) *Service Size: Ph�se� 3Phase 100 150 40, 300 350 400 Other *New Service: Re-connect ndergrou Number of MeW Change of Service Overhead Additional Information: PAYME !_DUE WITH APPLICATIPJN f , B241equed for InspeWon Forth Y - �O�S11FF0(/(co BUILDING DEPARTMENT-Electrical Inspector r TOWN OF SOUTHOLD • Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone (631) 765-1802-FAX(631) 765-9502 Temporary Certificate # Date OdSF 2018 Customer Name T Aj SQ q eR 4 Electrician Name EG(l3RaEfZ L_j Address - QCA:-k !,f ` otp Phone j- (0(oq- 3103 e-mail e-mail Phone License# Size 260 A Phase Overhead Underground #of Meters Remarks W'JDGJ,ff 11fA((-, #of Underground Laterals 1 2 New "H" Frame or Polel Hi P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#1 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification thatthis installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days tronn t a date above. Authorized by O�S�EfQ(�c�G Town Hall Annex �� y Telephone(631)765-1802 54375 Main Road o Fax(631)765-9502 P. O. Box 1179 ti = Southold, NY 11971-0959 - - ----------____-- - --------------B�.LILDIL�LG DEPARTMENT--- ---------____-- NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR"TIMBER CONSTRUCTION Date: ��O -l'or Owner: `Q!t Location of Property: Please take notice that the (check applicable line): New commercial=or-residential structure `Addition to,existing°'commercial or residential structure Rehabilitatibn',to:an existing,commercial or residential�structure to be..constructed`o'r performed at the subject property reference above will•.utilize (check applicable line): Truss type construction (TT) r/ Pre-engineered-wood"construction (PW) Timber construction"(TC) in the follow g location(s) (check applicable line): ' Floor framing, including girders and beams (F) Roof framing (R) Floor and roo ..f ming (FR) Signature: k"A� Name (person submitting this form): S �� Capacity(check applicable.line): Owner Owner representative TrussReg15.docx ' Effective 1/1/2015 lr � � i tviti#3S{��•t F�,���s_f ti1�>,��� �i�isf','�Zr zYY'+s�.,;r s N '' � c s• �;, :S J �•t �- i k •. ROOF FRAMING , y �bIaCAG'�7iY MANAGE', INC. 46520 COUNTY ROAD 48 ' SOUTHOLD, NY 11971 i+ DATE ,JOB 1NO, F (631) 7665-558C71�.5 FAX (631) 765-5816 ATTENTION 'WE ARE SENDING YOU' . ❑'Attached ❑Under separate cover via the following,items: > `} `•, ^ ❑ Shop drawings ❑'Prints ❑ Plans ❑"Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIESDATE No. DESCRIPTION tit THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution > ❑ As requested ❑ Returned for corrections ElReturn corrected prints❑ For reviewIIkand comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED- if enclosures are not as noted,kindly notify us at once. WCAR i H i MANl1{ ENi'il®E 9 INC. IN 2h 21 Zito] ® ® A 46520 COUNTY ROAD 48 S.OUTHOLD, NY 11971 ; r y, DATE JOB NO ' (631) 765-5815 FAX (63311) 765-5816 ATT Teo j �_RE: N o ` WE ARE SENDING YOU 0 Attached -❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples �O Specifications E] Copy of.letter ❑ Change order ❑ COPIES • o • ^� t - 1 �CLA eon n - THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmitcopies f�orapj ❑ For your use ❑ -Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS V 19 RW53 OF S0U_1H!yAD' COPY TO SIGNED: If enclosures are not as noted kindly notify us at once. Fidelity National Title INSURANCE SERVICES,LLC TITLE NO: F 1 8-7404-106294-SUFF District: 1000 Section: 078.00 B1ock:08.00 Lot: 014.000 Town of Southold,New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC certifies that the above-captioned property has been in single and separate ownership by TSC Holdings,LLC and his/her predecessors in title since prior to 07/01/1983 except as follows: (see attached chains of title). No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty-Five Thousand Dollars($25,000.00)and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: January 26, 2018 FIDELITY NATI AL TITLE INSURANCE SERVICES, LLC r JEAN DU A Sworn to before me this 26th da of Jan , 2018 NICOLE PALUMBO iciary Public, State Of New Yorsc , ota is No.02PA6056161 K"",1i Oualified In Suffolk County Commission Expires March 19,20_ 24 Commerce Drive • Riverhead,New York 11901 • (631) 727-0600 • Fax: (631) 727-0606 Fidelity National Title INSURANCE SERVICES,LLC TITLE NO. F 1 8-7404-106294-SUFF STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) JEAN DUVA, being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: S CTM: 1000-078.00-08.00-014.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 07/01/1983. SUBJECT PREMISES: 1000-078.00-08.00-014.000 Ben T. Driskell and Maren B. Driskell, his wife Liber 6559 cp 496 TO Dated: 06/03/1969 Edward W. Graham and Linda G. Graham, his wife Rec'd: 06/04/1969 No proof of death found for Linda G. Graham in Suffolk Surrogates Court. Edward W. Graham, as Surviving Tenant by the Liber 11611 cp 183 Entirety Dated: 01/29/1992 TO Rec'd: 01/21/1993 Edward W. Graham and Alexandra A. Graham, husband and wife FIDELITY NATI TITLE INSURANCE SERVICES, LLC Sworn to before me this JEAN 26th day of Januar 18 Not y Public 1,41COLE PALUMBO Notary Public, State Of i�ew Y®ric ,b Nr,.02pA60a6161 Qualified In Suffolk County commission Expires March 19,20 24 Commerce Drive • Riverhead,New York 11901 • (631) 727-0600 • Fax: (631) 727-0606 Fidelity National_ Title EEE 1 } INSURANCE SERVICES,LLC Edward W. Graham and Alexandra A. Graham Liber 11924 cp 434 TO Dated: 08/24/1998 Edward W. Graham Rec'd: 10/22/1998 Edward W. Graham Liber 12939 cp 462 TO Dated: 09/27/2017 TSC Holdings, LLC Rec'd: 11/27/2017 LAST DEED OF RECORD PREMISES NORTH: 1000-078.00-08.00-013.000 Michael L. Lee and Robin Lee, his wife Liber 9054 cp 401 TO Dated: 06/10/1981 Charles D. Gackenheimer and Linda Gackenheimer, Rec'd: 08/18/1981 his wife Charles D. Gackenheimer and Linda Gackerheimer Liber 9502 cp 200 TO Dated: 12/09/1983 ,Linda Gackenheimer Rec'd: 01/26/1984 LAST DEED OF RECORD PREMISES EAST: 30 FOOT RIGHT OF WAY PREMISES SOUTH: 1000-078.00-08.00-015.000 Edward W. Graham and Linda G. Graham, his-wife Liber 6970 cp 524 TO Dated: 07/01/1971 In-Chang Pan and Hwei-Chen Pan, his wife Rec'd: 07/22/1971 FIDELITY NA AL TITLE INSURANCE SERVICES, LLC Sworn to before me this JEAN D V 26th day of Janu 2018 Not Publi NICOLE PALUMBO Notary Public, State of New Yori ,;. No.,02PA6056161 Qualified in Suffolk County Commission Expires March 19120 / 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 • Fax: (631) 727-0606 0-0164.6 4 ImMalt Fidelity National Title INSURANCE SERVICES,LLC In-Chang Pan and Hwei-Chen Pan, his wife Liber 10980 cp 436 TO Dated: 12/05/1989 Anthony R. D'Elia and Rosemarie LaVilla-D'Elia, Rec'd: 12/11/1989 his wife LAST DEED OF RECORD PREMISES WEST: 1000-078.00-08.00-016.005 Riverside Homes, Inc. Liber 8032 cp 358 TO Dated: 05/10/1976 Dwight R. Beasley and Carol A. Beasley, his wife Rec'd: 05/13/1976 LAST DEED OF RECORD FIDELITY NATIONAL TIT SURANCE SERVICES, LLC Sworn to before me this JEAN DUVA 26th day of Janu 2018 N ry P is NICOLE PALE MBO Notary Public,State Of New Y®m ;" No.02PA6056161 Qualified In Suffolk County'4#f'jq Commission Expires March 19,20_ 24 Commerce Drive 9 Riverhead,New York 11901 • (631)727-0600 • Fax: (631)727-0606 0 New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE � D AAAAAA 113125165 MCCARTHY MANAGEMENT INC 46520 ROUTE 48 ■ SOUTHOLD NY 11971 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER MCCARTHY MANAGEMENT INC TOWN OF SOUTHOLD 46520 ROUTE 48 P.O. BOX 1179 SOUTHOLD NY 11971 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 11143348-9 572906 03/30/2018 TO 03/30/2019 4/5/2018 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1143 348-9, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:/IWWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. THOMAS J MCCARTHY THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. 'BY CAUSING THIS CERTIFICATE TO BE ISSUED TO THE CERTIFICATE HOLDER, THE POLICYHOLDER UNDERTAKES TO PROVIDE THE CERTIFICATE HOLDER 5 CALENDAR DAYS' NOTICE OF ANY CANCELLATION OF THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 190645269 U-26.3 New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE � D AAAAAA 113125165 MCCARTHY MANAGEMENT INC 46520 ROUTE 48 ■ SOUTHOLD NY 11971 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER MCCARTHY MANAGEMENT INC TOWN OF SOUTHOLD 46520 ROUTE 48 P.O. BOX 1179 SOUTHOLD NY 11971 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBERT POLICY PERIOD DATE 11143348-9 572906 03/30/2018 TO 03/30/2019 4/5/2018 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1143 348-9, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK.STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. THOMAS J MCCARTHY THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. BY CAUSING THIS CERTIFICATE TO BE ISSUED TO THE CERTIFICATE HOLDER, THE POLICYHOLDER UNDERTAKES TO PROVIDE THE CERTIFICATE HOLDER 5 CALENDAR DAYS' NOTICE OF ANY CANCELLATION OF THE POLICY. NEW YORK STATE INSURANCE FUND J, DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 190645269 / U-26.3 ` DISTRICT. 1000 SECTION: 78 BLOCK: 8 LOT(S). 14 TYPICAL CLEAN OUT SLATE OR TOPPER END SUITABLE COVER OR PLUG WELL Lop 30* ELBOW �_AIJH SEPIVICES 60* WYE ST WELL ZAPPROVED Tam; MAXIMUM BEDRO DWELLING LAND N/F OF Revised M6 Approved _20 0 DWELLING 9)1' 10=L0 in OF 4 0 DWELLING 3-4 13EDROOM 0 500'+ 7- SANITARY SYS M 1,000 R�L IN 46. OUT tEX C14 OUT C3. (46. Q) 20'MIN, 72 RU 411441,L.P (46.0) 77777 CL UJ DWELLING Houk 7:oj- LAND NIF .4 OF WX' TRE lot COD ' _ 7*77 -_- -- EL 45.0 EL 46.7 EL N 73001'10" T 200.00, DWELLING LAND NIF z OF DELIA ELEV. 43.9 z BROWN VMU AND LATERAL MU r OL SANDY LOAM 0.6' 19 BROWN SM LOAMY SAND 2.9' WELL, BROWN WELL 0 Suffolk County Dept. Of Health Serviccsg. 0 MEDIUM SID TO Call 852-5700, 48 Flours In Advanco. 42'± COARSE SAND To Schedule Inspwion(s) NORTH myvww ROAD NO WATER ZONED R-40 17' NON-CONFORMING THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL 04-08-17 FRONT: 35' MIN LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS K. WOYCHUK LS SIDE: 10' MIN / 25' TOTAL AND OR DATA OBTAINED FROM OTHERS. REAR: 35' MIN REVISED 12-10-17 AREA: 19,998.53 SQ.FT. or 0.46 ACRES REVISED 07-21-17 ELEVA17ON DATUM. _NAVD88 UNAUTHORIZED AL TERA 77ON OR ADD177ON TO THIS SURVEY IS A VIOLA 77ON OF SECTION 7209 OF THE NEW YORK STA TE EDUCA 77ON LA W COPIES OF 7HIS'SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY GUARANTEE5 INDICATED HEREON SHALL RUN ONLY TO 7HE 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 77-IE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 7HEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND 07HER IMPROVEMENTS. EASEMENTS ANDIOR SUBSURFACE STRUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT 7HE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: MCCARTHY NAGEMENT, MAP OF: SITUATED AT: SOUTHOLD TOWN OF: SOUTHOLD KENNETH-M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE # 1�-36 SCALE: 1"=40' DATE-APRIL 10, 2017 PHONE (631)298-1588 FAX (631) 298-1588 N.YS. LISC. NO. 050882 maintai n1na the records of RobertT. Hennessy & Kenneth V. Woychuk S.C.T.M. NO. DISTRICT. 1000 SEC11ON: 78 BLOCK: 8 LOT(S): 14 TYPICAL CLEAN OUT #R10-17-0185 SLATE OR STOPPER END - SUITABLE COVE OR PLUG o �6(\ WELL 30' ELBOW ` G 60' WYE J(V k1 0 0, WELL FLOW- - DWELLING \ - -- - - - - - - -- ---- -- - -- - - —I- --I I I I a I DWELLING LAND N/FOF I / HILARY i L P / WELL L.P O I �• i I I i DWELLING / LANOFN/F _ GACKENHEIMER 6 BEDROOM Q I I I DWEWNG SANITARY SYS M 15 I 1500'+ I 1,750 GAL V I I (2) 8'DIAxADEEP L.P. S 73°01'10" E 200.00' EL 49.7 h '� CLEAN EL 4 .1 EL 45,8 4PROP 150T20 CLEAN(46.0)o OUT (45.0)L.P16.0' 328' OpDWEWNGS FOUNDATION ; LOCATION WATER LINE I W a LAND N/F w JUNE 6,2018 OF 91.5' :::;:; :ri:;: TDP FND EL 47.2 5'3 _. I _! BEASLEY I 16.0'::. N L:c 'U77LI71ES u1, W y e.o' m fza' 60' 'o' I O p SH�WR f 8.3'L (45.0) EL 45.3 pZ I S W N-PROP:DRIVEWAY— --I , p 0 I O _ 65't I Z cf R EL 43.9 I �' LP EL 45.0 EL 46.7 E EL 45.2 ,. N 73"01'10" W 200.00' I I \ 30' DWELLING I ��• ---{ Z I \ I \ LAND N/F J I OF l o w I \ DELIA ELEV.BR43.9 \ I \ .� I o o 8 I I OL BROWN 0.6 � I /`�WELL I g I I ANDY LOAM IN,.,\ I ca � I . SM LOAMYWSAND 2.9' I I PALE BROWN WELL O I SP MEDIUM WELL O 42'f I COARSETO SAND I I 13.5' _ _—I--- I I NORTH BAYWEW ROAD ZONED R-40 NO WATER NON-CONFORMING — 17' FRONT: 35' MIN THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL 04-08-17 SIDE: 10' MIN / 25' TOTAL LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS K. WOYCHUK LS REAR: 35' MIN FND. LOC. 06-07-18 AND OR DATA OBTAINED FROM OTHERS AREA: 19,998.53 SQ.FT. or 0.46 ACRES REVISED SANITARY 06-07-18 ELEVATION DATUM: NAVD88 UNAU7HORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A VIOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE 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 INS77TIJ77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS7777J770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUC7URES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT IN7ENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STTUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: JOHN W. SCHUCH; MAP OF: REBECCA ORLICK; FIDELITY NATIONAL TITLE FILED: - ; INSURANCE SERVICES, LLC; SITUATED AT. SOUTHOLD TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE # 17-36 SCALE: 1 "=40' DATE:APRIL 10, 2017 PHONE (831)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk 51TE PLAN SCALE: " = 1 '-0" 5CTM: 1000-78-8- 14 Information taken from survey prepared by Kenneth M Woychuk Land Surveying, PLLC Acluebocgue, New York dated April 10, 2017 PROPERTY AREA5: Existing Lot Area: 19,998.53 so�.ft. U � • LU W L Proposed New House: 1665 sct.ft w v Iq (with deck * porches) ; L O z cc Total Area: 1665 s�.ft. o TOTAL LOT COVERAGE: 8.32% c Area of Construction Includes: New House with attached Deck { and Covered Porches J Extent of Construction: 1665 sc[.ft. 45.8) 1 Extent of Land Disturbance: U 1 1 ,300 sq.ft.'+/- Including structure, excavating, well, septic, etc. i ^ U r+.y W I ~ *TO BE CONTAINED BEHIND 51LT FENCING ^ AT PERI M ETERS OF LOWER ELEVATION EROSION &SEDIMENT CONTROLS W a W Shall include but not be limited to: �a OJECT ROOF DETAI L5: A well maintained const t YICJOP,WO�ce, � 6 PR Wire Backed Silt Fencing,t � � °� RUNOFF NOTE: r. � Seeding of exposed and/� e soils a ' o (� o Gutters continuously around; a Leader locations as per DRAINAGE INSPECTIONS ARE REQUIRED installer - all leaders drain to Contact TOS Engineering at 765-1560 before Backfill, OR Provide Engineer's Certification Q - -4" -0 PVC- pipe- to new drywe115. _ that the drainage has been installed to-Cod% �— RUNOFF CALCULATIONS: 1714.5 x . 167 x 7.5 = 2 147.4 gallons of runoff @ ( I ) I '-0" x 8'-0" 0 capacity = 300 gallons 2 147.4 / 300 = 7. 1 5 Runoff Containment Rec[uire5: APPROVAL OF STORMWATER MANAGEMENT 2 4'-0"dee x 8'-0" ring OR approved equal _ pO1e'�R -T code r23s z (providing 2400 total capacity) Approv d by: z - � o TEST HOLE SILT FENCE 51TE PROTECTION; z TO 5E IN5TALLED PRIOR TO 4.8.2017 ELEV. 43.9' 0 -THE START OF CONSTRUCTION - U BROWN ✓ELL I Z VE SANDY LOAM U► ` 0.6' F BROWN LL_l v (EL. 44.0) LOAMY 5AND C) z 2.9' o W N PALE BROWN U MEDIUM TO 13.5' COUR5E z SAND Q Z 100.0' 17.0' NO WATER ENCOUNTERED 6 PAGE: 745 �© (EL. 47, - i Y (EL. 46.7) SOIL STOCKPILE DURING ' t EXCAVATION FOUNDATION CONSTRUCTION. TO BE REDISTRIBUTED AROUND HOUSE " UPON APPROVAL TO BACKFILL .. "t •� -`� J: P ;G _ p • .. - - ;,Y t'}�r - .. �:•.. - ! r S x r . . • . . (E�. 4'6.8) DRYWELL 2 . r DECK SCREEN ' - \ PORCH CONSTRUCTION "STAGING AREA" ' ; • 15'.2) CONCRETE WASHOUT Y; I:N:�:Slh a PROPOSED 2 a STORY HOUSE . a ° d ° (FIRST FLOOR EL. 48.0) a ° (EL. 45.3) • a rQ d a d •c a COVERED PORCH LU � a Q a � � •� TE5T HOLE A5 ONE BY a a o K. WOYCHUK, L5 ° °° ° °a °a N O APRIL 8, 2017 c 0 a DF a aw CKS, ® d z (EL. 43.9) d ° a ° ° -' PROPOSED WELL ETC. TO a <LOC TI a 4 HERE. ° d d �� TRENCH DRAIN ' ' TRENCH DRAINc pRIVEWAY URYWELL COMMON STONE DRIVEWAY 517°40'30N ;E RUNOFF CALCULATE oNS: G005E CREEK LANE = 1206 gallons of runoff capacity = 300 gallons Reulres: _ 0 ring total capacrty) S.C.T.M. NO. DISTRICT. 1000 SECTION: 78 BLOCK: 8 LOT(S): 14 #RI0-17-0185 cli t-A JAN ?_ 5 2019 �i Lr0 6ELL CO.HEALTH SERVICES VIATER VSQ,OF 0 WELL / i DWELLING I-- - - -- -— — — —— —— —--- DWELLING I z LAND N/F OF HILARY WELL L 0 DWELLING LAND N/F OF LO GACKENHEIMER 6 BEDROOM DWELLING SANITARY SYS YM.P. 500'+7 .gOO G6L Sj. (2)I8 DIAX8 DEE7 PL .P. 73001,100 E 200.00' DR EL 44.0 EL 49.7 r-i 4 CLEAI �L 4/.1 EL 45.8WE en OUTS 1 11 L. ..'. Ll LO LJ 66' - 45.8 EaRmsc"j A POOLVER O EQP. I . - L Lff WELL 1 45.1 75' UT Eop. L 91' 0 2ND FLR. BECK 46, OYM • L Ca SCRW P DWELLING A.FftN. TIRE— Z' LAND N/F OF BEASLEY _.io i.0 U_ 60' 57.6' SHOM z EL 45.5 45.3 02 WWD NLEr SMP BWE STONE DWY- 15' 0 LP.GAS 65*:b 0 EL 43.9 L.P445.0 &A EL EL 46.7 EL 45.2 N 73'01'10" V 200.00 30'---j DWELLING .7,50 LAND N/F :3 DELIA LL. r SUFFOLK NTY DEPARTMENT OF HEAALTT SERVICES 211 K APPROVAL�,ONSTRUCTED WOR . WELL 5 0 Sl I'LE FOR A SINGLE AWLY RESIDENCE Ca FDam ® � FM 0 12019 H.S.Ref._Qd�-�Q- �7 e The 96"fiage disposal and water supply facilities at this lCballon have been - I L"MIRded and/Or cerfified by this Department or other ager cies and found to b2=15WOry FOR A MAXIRI um F WELL 0 W BEDROYMS. 42*.+ Craig Knepper, P.E., Chief I LP I em nt NORTH BAYVIEW ROAD FINAL SURVEY 01-17-19 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL FND. LOC. 06-07-18 LOCA71ONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS. AREA: 19,998.53 SQ.FT. or 0.46 ACRES ELEVA77ON DATUM. __NAVD88 UNAUTHORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A VIOLA77ON OF SEC770M 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 GUARAN7EES INDICATED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO 7HE ASSIGNEES OF THE LENDING INS77TU770N, GUARAN7EES ARE NOT 7RANSFERABLE. 0 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 77-IE S7RUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT IN7ENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE 7HE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE SMUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: JOHN W. SCHUCH; MAP OF: REBECCA ORLICK; FIDELITY NATIONAL TITLE FILED: INSURANCE SERVICES, LLC; SITUATED AT. SOUTHOLD TOWN OF: SOUTHOLD KENNETH-M WOYCHUK ]LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE # 17-36 SCALE: I"=40' DATE-APRIL 10, 2017 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk C } L 5C U H U_ H C RE51 DENCE a L PROP05ED NEW HOU5E cc APPRO ED AS NOTED `\ , I DATE: I. S B.P.# `T�C� �-- _ – - -- FEE: . BY: J LE NOTIFY IBUILDING DEPART 765-1802 8 AM TO 4 PM FOR THET z FOLLOWING INSPECTIONS: O I. FOUNDATION - TWO REQUIRED �-- FOR POURED CONCRETE Q 2. ROUGH --FRAMING & PLUMBING > 3. INSULATION LU 4. FINAL - CONSTRUCTION MUST —J BE COMPLETE FOR C.O. W LL LL ALL CONSTRUCTION SHALL MEET THE C ® REQUIREMENTS OF THE CODES OF NEW M FF YORK STATE. NOT RESPONSIBLE FOR a J ` DESIGN OIR CONSTRUCTION ERRORS.L_[ffil Ll - ' NJ2032 �� PN2646 PN210410'PG TVJ210410 NJ210410 NJ210410'PG Q -- ILILM COMPLY WITH ALL CODES NEW YORK STATE & TOWN C" ES Il AS REQUIRED AND CONDIT10- N OF LTD TUY7 ------\ yfi*n t 0 4 t-, � ARD FP FF ® b 7[ffl L L u 11111111111111 v V'LU 1.1 Lu F 11 hi LILL]LL —LILU—U N/ LA IT 2032 LJLLLjLjU PN18 r \ J N✓210410'PG N/210410 TW210410 PN210410 NJ210410'PG Tf nN210410 PN210410 PN210410'PG LU �� L OCCUPANCY OR W USE IS UNLAWFUL WITHOUT CERTIFICAT Eo G44 v,- vQCUPANCY W ' •� I �EGRESS IN BzCCASEMENT AS PER CODE PROPOSED FRONT ELEVATION Must Provide ManualsE- , f?IAII�AGE INSPECTIONS ARE REQUIRED U (\ 0 C D,J and Sas per Cosntact TOS Engineering at 765-1560 before SCALE: 4" = 1 '-011 L— —� NYS Ener Code Baickfill,OR Provide Engineer's Certification _. that the drainage has been installed to Code. PROPOSED BIGHT SIDE ELEVATION pLUMBER CER TiFicaiioN SCALE: ON LEAD CONTENT BEFORE BioNver door Ll4" = I '-O° CERTIFICATE OF OC-UPAI`-V and ductwork SOLDER USED IN !`ISA T testing required. U SUPPLY SYSTEM cANN1" EXCF'ED'21'1 0 OF 1% LEAD. ° r1 U W DO NOT PROCEED WITH a FRAIANG UNTIL SURVEY o Q �I I r� �I I^ OF FOUNDATION LOCATION � J t'Lt PLU''.98;�1�;;^,;,jrTE HAS Bi EN APPROVED, U Q@ A WATER LINES N':FD ° TES i ING BEFORE COVERING J 0 a¢ VUSS PLACARD= 1RCQU!Rr77?7 �^ � 4.1 Z V S N F- - ELECTRICAL Q ® iNSPECTI®N REQU6RED TN2032 FNM29611 Lj Ll TW2646 N✓2646 All exterior lighting ' NJ210410 �,10410•PG installed,replaced or repaired shall conform to Chapter 272 z of the Town Code - z 111 111,4111 J z � NJ2032 FWF160611 TN26410 NJ26410 FWF129611 NJ2032 TW2032ILI ILL U m Ll Lz . NJ2 104 1 O'PG I )1 iLli HU ILIULI LU -1ILL o � w o o _ o U z Q PROPOSED LEFT SIDE ELEVATION z E SCALE: �" — I,-o,, PROPOSED BACK ELEVATION c�. ', D Al 4 n — , ` Fv0 SCALE: a – I ,-o,, •� 41 PAGE: LL C } L FLOOR JOISTS CANTILEVER EXTENTION A Y C C\ JOIST OR RIM BOARD n RIM BOARD AS BLOCKING r n 14 J ° v z Q 2- 2"X G" ACID SILL PLATE C J • Q. 40'-I0" "NOTE" JOISTS 8" POURED CONCRETE 34'-6" MUST BE PROTECTED FOUNDATION WALL FROM WEATHER 24'-10" 3--2'' MIN. BEARING REQUIRED —I 1, C 34'-6" L!_ IL SECTION 5ECTION SECTION 5ECTION I- A A B 24' 10" C FINISH POSTS W/ I x AZEK OUTLINE OF ECK ABOVE; DETAIL IIAII 2„ 211 a PROVIDE I t PROVIDE CAP t BASE 12 RIM BOARD DETAIL CONTINUOU LY ROUND 4"X 4" POSTS 6'-4"- 6'4" -o" 6'-I^ 6'-I" 5'-4" s'-4" o" NOT TO SCALE LL PREFINISHED WH I TE > Q I-o 2- 2x 10 ACQ HEADER ABOVE Q ct — : — : , I 12-4 6"X 6" POST ON 1011 L � 2"X 10"ACID GI DE SONOTUDE W/ POURED 3 740' X 4"STUD FRAME v CONCRETE FOOTING -' KNEE WALL WITH WOOD o DECK d 2'-0"X 2'-0"X I'-0"d. O PROVIDE INSECT SCREENING Q (TYPICAL ALL FOOTINGS) u UNDER DECKING MATERIAL Q U AP RAIL O 0 BELOW SCREEN ROOM p oSCREEN ROOM O _ — 6'-I I/2" 5-8 5'- I 112" „ , - U 2"X 10"ACID LEDGER BOLTED - � o - 4"X 6" DECKING M ERIAL _ DETAIL A' x _ x - - TYP. ALL DECK t-S N z TO HOUSE FRAME WITH 5" SECTION N "LEDGERLOK' SCREWS @ 16" .C.; N 5If I0N z 2" 10" CQ LEDGER BOILTED C HANG D.J. FROM LEDGER WITH C DOWN BEADBOARD wLn CEILING MATERIAL TO HOUSEFRAME WITH 5 5IMP50N LU28 CONNECTOR O "LE GERL K' SCREWS @ I G" O.C.; g g^ I2'_2" 10-8" CANTILEVE ED AREA ABOVE � D2 W3 W _ 6'-6^ - SIA SON 28 CONN ECTORGER H OO 1° - _AVL EEADER — :''. ;. 000 2 z, L — VL FLUSH HEADER ``` PROVI E PLASTIC SHOWER - IW 0 34�BASeeAFNT— °; W2 i W2 I e2- 2"X 4" 1 Z WINDOW;3-2x8 ACQ HEADERS PAN UN ER DECK BOARDS, oc - ABOVE,TYPICAL ALL * w/CENT R DRAIN; 4" PIPE TO I0 I .ip N�. I USE SIMPSON IUT SERIES POSTS W II II PROVIDE SIMPSON PHD5 4'-00"x 4'-O" FIBERGLASS D(n CONNECTOR TO CEILING END BEARING) p o HOLDDOWN (TYP. 2) DRYW L z g'-s° JOISTS @ FLUSH HEADER I2'-8" N II PROVIDE BLOCKING I 4'-0" w m W U - K ANCHORS AT ALL CORNERS z a 3 BETWEEN JOISTS I I J v KITCHEN 5 a THROUGHOUT a I z o N I N I I N . 4'_8" . N MINIMUM RETURN 2-4 °� � —� W I = O N N q X U x 8" DIAMETER ANCHOR BOLTS O o w O _2'_4" _ In 4 C O N N W/ 7" MIN. DEPTH @ 48" O.C. OW II I O m W/MIN. 3"X3"x�"WASHER @ PLA E a O O j cr) v DOUBLE JOISTS UNDER U o C a o ISLAND N ALL PARTITIONS RUNNING - Oo I I i #I D.FI 2x 12 F.J. I = PARALLEL(TYP. ALL AREAS) 64" � .. � — o II II `� @ 16 O.C. PROVIDE BLOCKING _ 7 X II I I BETWEEN JOISTS j 1°- GREAT ROOM - a o _ 590 SQ.IT. o.: :';.a: .:`•:'.'::,; J I II W FRAME FOR EXTERIOR Q'. SET FIREPLACE ABOVE ° P.F.' DIRECT VENT GAS FIREPLACE, SET DOUBLE 1OIST5 UNDER c m N W F j 12" AEOVE FLOOR; MAKE MODEL ❑ ALL PAR TIONS RUNNING II BASEM�,!T O I� j T.B.D.INSTALL AS PER .z PARALLE��(TYP. ALL AREAS) 8'-0" HEIGHT TO UNDERSIDE OF JOISTS I 8 POURED CONCRETE - MANUFACTURER, ADJUST FRAME UNFINISHED, UNH.ABITABLE II I FOUNDATION WALL W/ v O I o I'-4"X 8" d. FTG.; PROV. r 2068 SIZE PCCORDINGLY FOR CLEARANC S. CIO. 2- #4 REBAR IN FOOTING x - z co. WI es.o. J es.o. ISLAND TO BE CENTER 1 1^ T-I I^ T-I I" T-I 1"- 7- T-i I" (TYPICAL ALL AREAS) I N JI\ OF PANTRY CABINETS O !.` I 5Z" I I Z"WOLMANIZED PSL DR PP D GIRDER DAMP PROOF PERIMETER LE GT LVL HEADER RUNNING FULL F_ 7 8 = LENGTH OF HOUSE, WITHIIJ WALL 2868 slab door on — _ OF FOUNDATION WALL o Industrial track I� FRAMING; LEAVE AS DROPPED • _ • _ - _- _ - _- _ _ ' _ ' ' _' — ' _ ' _ ' _ — ' —' — ' (TYPICAL ALL AREAS) - 7'-5"trick OPENINGS N WALL LEGEND: _ 206 , — 2868 IN AREAS OFD - N 2868 1._g.. ui m NEW CONSTRUCTION o DUCT LINE ALONG GIRDER — PROVIDE BEAM POCKET IN m 1D 3'-3" 3'-2" 4'-2" 3068 3068 W 0- - . — . — . — . — . — — . . — . — . — a LAUNDRY COAT UTILITY 3 2' DIAMETER STRUCTURAL FOUNDATION WALL; SIZE BENCH SEA PANTRY CABINETS INTERIOR FRENCHWD. 2"X 4" STUD FRAME EXTERIOR WALLS, �-� _j a CLOSET CHASE STE L COLUMN BURIED IN J. AS REQUIRED t TAR ALL HINGED DOORS I U — _ m R-15 INSULATION, 2 PLYWOOD o m I I 24 24 X I8 POURED SIDES (TYP. BOTH ENDS) VINYL PAN FLOW 7-0" o g'-o" SHEATHING ON EXTERIOR, HOUSE WRAP 4„j o PINE STAIRS AND CO CRETE FOOTING (TYP.) ASHER/D YER; 3'-2" I W I I.. r-+ J o' SCAPEWELL WINDOWof CEDAR SHAKE SIDING; 2 GYPSUM HANDRAIL; CLOSE BOX I — I ENT DRYS TO o STAIR RISERS N WELL SYSTEM by BILCO TERIOR U 0< BOARD ON INTERIOR SIDE i--+ a _ TIERS AS NEEDED FOR U p BATH v O I— 2"X 4" INTERIOR STUD PARTITION, N - GRADE CLOSET 0Z m U X - �- N O O 7T77T1 w/ I LAYER 2' GYPSUM BOARD ON EACH } x �? ° N dtJ N to = I �, SIDE; USE MOISTURE/MOLD RESISTANT Z N 4" POURED CONCRETE z Q $ N OZTHPOUGHOUT PROVIDE BRI GING FIB GIA s 2468 2668 c O �h�0 O BOARD IN KITCHEN, BATH LAUNDRY u) SLAB ON COMPACTED FILL; I O ENTIRE -, *b R-30 INSULATION THRU ALL FLOOR SYSTEM, 8'-0" O.C.; S WER u IT W2 z _ 0 "-' AREAS USE CEMENT BOARD ON ALL z AREAS c7 O "TSG PLYW OD SHEATHING O p . O IL AREAS TO RECEIVE TILE c �0 IO o ABOVE, GLU D SCREWED 13'-6" � Noco O �- N O Nm N w �, MAINTAIN ,8'-0" CEILING HEIGHT THROUGHIOUT FIRST FLOOR AREA; N J _ O N DROPPED HEADERS WHERE SHOWN x In W O = LIVING ROOM CD 6'-4" N O O ANDERSEN G44 N U N� N°�— 180 SQ.FT. Oo I� �� w GLIDING WINDOW; = USE 51MP50N IUT SERIES I C _ aU U_v Zr PROVIDE 2- 2x 10" HEADERS p _ BOTTOM SILL NOT TO o ~ CONNECTOR TO CEILING ENTRY.0 EXCEED 44"ABOVE 0— w ABOVE ALIL WINDOWS * DOORS ° II FINISHED FLOOR _ ro JOISTS @FLUSH HEADER 2668 12'-0" UNLESS OTHERWISE NOTED; 6'-10" •EGRESS AS PER CODE I N O �,_8„ 3068 HEADER HIEIGHT FOR ALL FIRST FLOOR BEDROOM TYLE T.B D. 2068 WINDOWS. ALLOW FOR 4" MULLION �3- 2x 2 DROPPED GIRDER R nssa.Fr. as.o. yy� 2'-2" T-0" 2'-2" BETWEEN ALL PAIRED WINDOWS SHOWN v 25 z%uGnr BENCH SEAT CLST z N .'1• _ )000000<0) I •e0 ..O b•, .a 13.9%VENT = _-- t� b CLOSET 6J I I _ 01 SQUARE FOOTAGE AREAS: X 8" ACID LEDGER BOLTED 4- II I8 LVL FLUSH HEADER 2 118L FLU H HEADER FIRST FLOIOR LIVING SPACE: 13 125ft. 6 s" COVERED PORCHES: 240s ft. •o• C7 �? TO HOUSE FRAME WITH 51' U BEADBOARD a' z �? I Q O "LEDGERLOK" SCREWS @ 16" D.C.; W I DECK: 112sc(.ft. �, U p COVER DPORCH -CEILING MAT RIAL U p ° J m HANG D.J. FROM LEDGER WITH �o �r �o 6 /2" � o LOCATION OF NEW x v N x - 4 X x - TOTAL FOCJTPRINT. 1664 s ft. J 51MP50N LU28 CONNECTOR POST 4 D CKING a a. WATER SERVICE °^ _; �_ U 2 X 8 ACQ GIRDR _ z 8'-I" 1 I-8 1/2" 4"X 4" POST ON 1 O" N W I W I W I O SONOTUBE W/ POURED N = . _ . _ . . _ . _ . _ . _ - CONCRETE FOOTINGDROPPEDU m s'-s I/21 6'-s I/2° 6'-s I/2" 0" 2'-0"X 2'-0"X I'-0"d. 2-2x 10" ACID HEADER; `9 (TYPICAL ALL FOOTINGS) TREAT FOR EXTERIOR ELEMENTS z ° WRAP FINISH 6"X 6" POSTS C� y PROVIDE 5IMP50N GUM26-2 OUTLINE OF DECK ABOVE; PREFINISHED WHITE ° BASEMENT CONNECTOR BOLTS TO FOUNDATION PROVIDE 1"X 8" RIM BO RD W 3 800 SQ.FT.FINISHED SPACE WITH TITEN HD 8"X " BOLTS CONTINUOUSLY AROUND �,_I„ 3'-4 I/2" 0-4" z t SECTIO SECTION SECTIO I'-5 I/2" SECTION � p N A B 6'-4" 14'-2" 14'_2" T_8" 1 2'_8" FOUNDATION PLAN 40'-10" U z SCALE: 4' = I'-0" z FI RST FLOOK PLAN SCALE: 4" = I ,-o,, .. �°"•,,`"had..f�.1. "'•,,�''3• � y•,�y:�+.Y,�;?,,� PAGE: er ,- ., 7:a Ij. =EG:°176� It o� C 5ECTION } L L B Q L 34'-6" RAILING - 4"X 4" POSTS $ 2"X 2" BALUSTERS PAINTED y a WHITE $ BOLTED THRU DECKING; ^ RAILING MUST BE RATED TO RESIST 200119. CONCENTRATED `� ` ' SECOND FLOOR LOAD, INSTALLED CONTINUOUSLY U /�,'l` DECK AREA AROUND DECK STRUCTURE ` FING ! � MEMBRANE ROO ` X C sECT1oN = OVER 4" SHEATHING ON v JOISTS BELOW ` A � � b 12 `�- DECK = OUTLINE OF KITCHEN BUMP-OUT N 4 X 6 DECKING OVER 9 ROOFING MEMBRANE z Q Q C 5ECTION 32'-6" J PROVIDE FLASHING OVER • OOFING MEMBRANE ROOF NOTES: �/ 6'-2" I I' I" 4.9 '-0" UP WALL f- ROOF AREA 3 0 G F architectural asphalt roof O LF _ WALL LEGEND: �LU shingle over entire roof area. O - D2 15# felt over a"' CDX Plywood EGRES51 i 6 T-2„ w2 w w 12'-6" I Lu 02 1 = sheathing with iice t weather shield NEW CONSTRUCTION 0 - - ' O 4" 2"X 4" STUD FRAME EXTERIOR WALLS, � - � � 12 � at all perimeter's and valleys. R-I5 INSULATION, z' PLYWOOD '� Qp u 0 X34 v • Gable ends to have P-0" flyers; N SHEATHING ON EXTERIOR, HOUSE WRAP N p Overhangs to be P-0" with a t- CEDAR SHAKE SIDING; 2' GYPSUM - - x _ I x8 fascia and vented, vinyl soffits. rr � BEDROOM ® °� BOARD ON INTERIOR SIDE N BATt1 = x - 8.0,C.H. u I RUNOFF NOTE:: a b '= 2"X 4" INTERIOR STUD PARTITION, F 1555Q.FT. - ��7� w/ I LAYER-" GYPSUM BOARD ON EACH �3! Gutter5 continuously around; Q "? I G.8%LIGHT L-L-L.L1.G-L 2 4 Q 9.3%VENT �j U SIDE; USE M015TUKE/MOLD RESISTANT Leader Iocationl5 as per m p CL05ET o 0 - ti Q BOARD IN BATHROOMS * USE CEMENT ARCHITECTURAL ASPHALT installer - all leaders drain to _ _ • - 246 4'- - �0 N 2 6 SH D RK BOARD ON ALL AREAS TO RECEIVE TILE G WITH 15# FEL 6'- N 2'0° x - - 0-0" 16" C. v Q Q ROOFI T 4" O PVC Alpe to new drywells. 2468 -� OVER 8 COX PLYWOOD = N 1 2 MAINTAIN 8'-O" CEILING HEIGHT 0 O v v n Q U WITH ICE t WEATHER SHEILD C.O. I'-6" F �3a THROUGHOUT SECOND FLOOR; PITCH X � O O @ PERIMETERS VALLEYS RUNOFF CALCULATIONS: WITH RAFTERS WHERE SHOWN i- - - 17 1 4.5 x . I G7 x 7.5 = 2 147.4 allon5 of runoff es.D. LINEN N MASTER BEDROOM N aU U x - PROVIDE ATTIC x - g 8'- 2668 6-0" 2068 8'-O"C.H. N @� 3„ Z„ FAN GABLE VENTS N Ua @ (I ) I '-0" x 8'-0" Q� capacity = 300 gallons OUTLINE OF PROVIDE 2- 2x8 HEADERS �o 14 X I I e LVL RIDGE W/ 2147.4 / 300 = 7. 15 W C.O. 201 5Q.FT. FIREPLACE ABOVE ALL WINDOWS UNLESS '� - 51MP50N C520 CONNECTOR 02 !S.D. 17.5%LIGHT __ C 5.1%VENT I OTHERWISE NOTED; G'-10" HEADER N (TYP. ALL RAFTERS) Runoff Containment Requires: o O ! 2868 W4 HEIGHT FOR ALL UPSTAIRS WINDOWS. 2"X 12" RIDGE (2) 4'-0"deep x: 8'-0" O ring OR approved equal i'-0 1/2" O ALLOW FOR 4 MULLION BETWEEN (providing 2400 total capacity) X - 0 I C.O. N dU 1�7v = 12.6„ •C.O. 13'-G" ALL PAIRED WINDOWS SHOWN 266 0 "_ SQUARE FOOTAGE AREAS: m x - I o - SECOND FLOOR LIVING SPACE: 10445q.ft. 12 w w N @� ' 3'_4" „ I DECK: 1435c1.ft. 9 ai 2 U W 2"X 12" IKIDG O I p LU � 0 w p 0 W N I m 02 a2 m m I O I o i. U U 4 12" 2468 I X = = O x ( U VINYL SHOW R PAN. ALL WALL L - UTILITIES BATH SURFACES i LOOK TO RECEIVE TILE; N U U N U N U W 3 Q - p PROVIDE FRA ELE55 GLA55 OUTLINE OF FIRST o 0 o O � ; LL- 12 19 LO�ET SHOWER EN L05UPE DOOR FLOOR WALLS 12 Ir- _ Z `� 9� x x U' o 9 I x _ I 2468 O LINE OF 8'-O"CEILING N N _ C U- a'o" N U - O Q 2468 F I LINE OF 7'-O"CEILING 1 2 1 2 1 2 U (\ O C Z I BEDROOM -E 34 F 34 9 - - H51-01, I bench 6'-I T HEIGH OF C.H. 4, O 3 6'-0" = HOWER 207 5Q.rT. 771, 2668 77111111111111 10.4%LIGHT 5.7%VENT _ 12 _ LINE OF ROOF LINE OF RO F ❑ INTERSECTIONS INTERSECTIONS N - CLOSET �, I - 2068 U m I CL05ET 19 1` 2068 02 U 2F 1 2'-3" I 12 1 2 Q I�1 O q I 41 ? 4 `>3 � N Q x - - WI WI WI WI W C9 N x - _ d U i EGRES N � ¢� �% U 4'_2" 3'-3 1/2" I2'_3.. 6._0., o a Jaz 0 12 a2 Q = = 41 CO U X - x - N U N U OUTLINE OF FIRST FLOOR WALLS BELOW EDGE OF PORCH BELOW J ~0 U 0Q .. . . -. . . - . - . - . - . -. -. - . - . - . - . - . - . - . . - . - . � ROOF FLAME PLAN SECOND FLOOR a }� 1040 TOTAL 5Q.FT. SCALE: 4" = I '-O" ° 4'_0„ Z 4'-9„ 25'-9" <n 34'-6" SECTION SECTION A B - -- - - - INDOW AN C { OKS N DILL '- - • !R I t7E LGN Li REp 5 EQ AN O ND FL O : . S EC _ :: ...:. ... :.........: RE. ..'a'R �1✓C)I�1v1ANC�': ,:..• . :><: ... CLEAF�' GLA55.: .EFFECTIVE PRE55U REl" C� .:MODEL_NO. ,.;.. WINDOW.TYPI=. ,, : . ...,. x., . ...:.::>�. .. QUANTIT'1'�, lw C�TI��''�' SYMBOL ;.. II " . AREA: WIND AREA ;ZOI�IE . -GRACE • RATING.,;;`:'; ; CALF. - - S . 4 W I TW2104 10 TILTWASH 5.72 10.45 20 4/5 29.0 3 1 .01-38.0 40140 15 EGRE55 IN BEDROOMS U z W2 TW2032 TILTWASH 2.40 4.21 10 4 30.4 -33.0 40140 7 W3 TW26410 TILTWASH 5.00 9.01 I0 4 30.4 -33.0 40/40 2 C5 Z W4 TW2646 TILTWASH 4.71 8.31 10 4 30.4 -33.0 40/40 3 F- J W5 TW 1836 TILTWA5H 2.21 3.74 10 4 30.4 -33.0 40140 1 WG G44 GLIDING 6.00 10.00 10 4 30.4 -33.0 30/30 1 IN BASEMENT `O z � O DI FWH606 I I HINGED FRENCH DOOR 34.86 22.91 50 5 27.2 -34.3 40/40 i � U m D2 FWH29G I I HINGED FRENCH DOOR 14.55 9.61 10 4 30.4 -33.0 40140 2 EGRESS IN MASTER Z �° ALL WI NDOWS TO BE ANDERSEN,400 SERIES, UNLESS OTHERWISE SPECIFIED WINDOWS TO BE WHITE EXTERIOR, WHITE INTERIOR, CLAS5IC SERIES LOCKS t HARDWARE IN WHITE FINISH AND FULL EXTERIOR SCREENS ILJ _ z WINDOWS TO HAVE SNAP IN INTERIOR GRILLS,COLONIAL STYLE, UPPER SASHES ONLY, AS SHOWN ON ELEVATIONS I _....._....__....._.... ._.... _.... .._..__.._._,...._ _ .... -... _... _.... - __, M- ..�.._.,.....,,.�...._.._.-- -.. ._._ _. _. - _ - .... . �. .. ._ ... _ _ T_M........ o CALCULATIONS FOP.WINDOWS BASED UPON EXPOSURE B } LU COEFFICIENT 1 .0 WITH 130 mph BASIC WIND SPEED. AS PEP ____ __... _. .__. _ .__.....- ._ .......--------._._..._ C) TABLE R 301 .2 (2) NEW YORK STATE BUILDING CODE--- ...._._--... ...__........__________________ -.___----_------_______.:._._..___._._....___ WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH RE MOVEABLE 7/1 G"WOOD STRUCTURAL PANELS I ---------------'- - ----------------------- ---------- - - ---------------------- - - - - ----- Z I WITH MAXIMUM OF 8'-0"SPAN. FASTENERS FOR SPANS UP TO 6'-O"SHALL BE 2 112 -#5 WOOD SCREWS AT 16"O/C,FASTENERS I Q ----------- ----------------------- - - ------------------- -- ------------- - 1 - --------------------------------------- - ----------- FOR SPANS UP TO 8'-0"SHALL BE 2 1/2"-#8 AT 12"0/C. TABLE 301 .2.1.2 - 1 ..__ ___ - _-W --- ------------------'------------------------------------------------------------------------------------------------- --------------- ALL UMTS MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED, ANY MULLED UNITS MUST MEET OR EXCEED { ----- 1 .5 TIMES THE DE51GN PRE5SURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE. ALL EXTERIOR { I ----' GLAZING MUST MEET ASTM E 1996 TEST REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. 1 ---------------------------- - - = ----- REFER TO SECTION R 1609.1 .4 FOR ALTERNATIVE OPENING PROTECTION. T.II PAGE: 03 714,03 � �1 NAlt�ttG 5Ct1EDUl� ; GENERAL WIND PROTECTION CONNECTION NOTES LL - -----------"'................ - '--'-- """""''- - "'"""""f-"""""-""""""""""--- """"""""-""`"" " - " Adapted from Standard for Hurricane Resistant Residential Construction; SSTD _... p ------------------------------------------------------- A ----------------.............-...................-------------------------------- ------------- - "-------........--------..,_.. ............ ------------------ ----------- 15 WOOD FRAME CONSTRUCTION MANUAL 10-99 and 201 5 SBC High Wind Edition Wood Frame Construction C Fasteners and Connectors for Wood Frame Construction L t1All at'A~� �` J0l#+i"t``Drt�RtlP`1"I0fit:. �FIa111L i... L II, tenuous load ath between footin9 5, foundations walls, floors, studs and con L <x;.a••�....e< Y.,.....w,.o,.Y.al»w,•.+.,,v ocr...v.s..,. fi .aw ..o v "".i E•:.vx RAFTER TO TOP PLATE :TOE NAILED 8'-0*WALL:B-8d PER RAFTER roof framing shall be provided. ------------- -I O'-0'WALL-3 Sd PER RAFTER ----------_-------- cc --------- - CEtLING JOiST- TO TOP PLATE ;TOE NAILED 8'-0"WALL:3-Sd PERJOtST 2. Approved connectors, anchors and other astening devices not includedIn -' to o•wACL:a-sd PER J0t5T the Standard Building Code, Section 2306 of IBC shall be used in accordance CEILING JOIST TO PARALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACH LAP —_-. _ _ with manufacturer's recommendations. -- ---- -- - --- -- - --------- ---- -- ------------------- - CElLENG JOISF LAPS OVER PARTITION5 FACE NAILED _ -5EE TABLE 3_7 EACH LAP - -- --------------------- COLLAR TIE TO RAFTER FACE NAILED 5EE TABLE 3.4 PER TIE _ 3. Metal plates, connectors, ScreWS, b01t5, and Halls exposed directly to the 14"X 118" LVL RIDGE; r f, BLOCKING TO RAFTER ;TOE END NAILED 2-8d EACH END __-_ weather or 5UbaJect to salt corrosion In costal areas, shall be 5tainle55 steel or 5IMP50N C520 J CC RIM BOARD TO RAFTER ;END NAILED 2-IGd EACH END — - of dipped g Ivanized CONNECTOR (TYP. ALL) APPROX. RIDGE HEIGHT < C - .. ............:..... .. ....,,a.';.. .i.'r' civ;,:.,.:.:::,. J41.t-. ,. :...,,. . . .. ..... ...:.....:...:,..:,H,,,.,,.<.,.r.,..a�w,e><.�,...,�wa•..�,,w,na�w..�,.,.�<.. ARCHITECTURAL ASPHALT 4. Where windows and doors interrupt wood structural panel sheathin and 12 TOP PLATE TO TOP PLATE ;FACE NAILED 2-!Gd PER FOOT --- __ _- _—,_ p p g �- ROOFING WITH 15# FELT —134 2-2" C.B. THRU � TOP PLATES AT INTER5ECTION5 IFACE NAILED 4-IGd JOINTS-EACH SIDE siding, framing anchors or connectors shall be provided at the top and bottom W +�_. •-�•--.-•---•• •-�••-••• ---�---` OVER 5" CDX PLYWOODO.C. C.T. * R.R. (TYPICAL STUDTQ9TUD FACENAILED — 2-IGd 24'O/C _ of cripple studs, header studs, and at least one stud at each side of opening. 8 " O HEADER TO HEADER ^ _ FACE NAILED 1 Gd 1 C"O/C ALONG EDGES _ WITH ICE WEATHER SHEILD BOTH ENDS) LL TOP OR BOTTOM PLATE TO STUD :END NAILED 2-1 Gd PER 2x4 STUD — 5. Ridge straps Shall be attached to each pair of opposing rafters except where @PERI METERS VALLEYS 2,X 10 R' / / \ \ C s-tGa PER 2xG STUD _ collar ties of I xG or 2x4 lumber 15 located in upper third of attic Space and 4-IGd PER2X85TUD _ -. ..___..__._.. ___ -- - - -- attach to each pair of rafters. BQTTOM PLATE TO FLOOR JO15T, G. Uplift connectors shall be provided at each rafter bearin ' • / 2"X 10" C.J./C.T. @ I G" O.C. \ \ BANDJOIST,END JOt5T,OR BLOCKING !FACE NAILED 2-1 Gd - PER FOOT p p g WALL/RAFTER PLATE Z SIMPSON H7 CONNECTOR R-3 IN SECOND FLR. CEILING hl / 8 SOLATION -downs to b provided every 4 rid every I w t n rh e r e a er �. ,.. .... ... ..� ,.�...... ..... ::': 2x8 HEADS L C?R L=fl°+AM NG,. , .. ,. <.. . .. ... ........ W., ,.�w...............w,,>,.- a . . ......,a ...:........:........c_w�.:,..„'.:,a,W.wx.'•,caws$cSv'w,.olive.vWJ.w....«wa..a....:....�,a.,,v.na...ay...w.r.a-uww.x..a.:,.,x�...,.eew.. ..w........vun<.Yw....+r.t.m.v,�N,eu.4tl....•o sv. ',....k.:vv.w,.uvy.+at.E,.......a ' JOI5T TO 51LL,TOP PLATE,OR GIRDER ;TOE NAILED 4 Sd PERJ015T of exterior corner5. 2 R ABOVE ,.. ,,..+ :. ..• „�:. ..: ... , . . . ,:.„: HEADER HEIGHT 12 ALL SECOND FL. WINDOWS, BRIDGING TO JOt5T ITOE NAILED 2-8d EACH END / / \ \ SIMPSON C520 STRAPPING _.. - -----"-”---- .................. .......,...TO...- ..-.........._...."..,.-----..............,., - .,--8.- " .........,........... .._....,.,._,,. ..........._....., .._...-......_......_..-................................ g LU BLOCKtFtG FO J015T TOE NAILED 2 8d EACH END8. Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the / B[OCKIFtGTOSILLORTQPPLATE !TOE NAILED 3-IGd EACH BLOCK foundation with anchor bolts having a min. bolt diameter of 5/8" and 3" x 3" x BEDROOM 2"LDRYWALL BEDROOM \ o LL 0 (S) LEDGER STRIP TO BEAM FACE NAILED 3-IGd EACH JOt5T " A L AREAS = _. ............. ...........__._-....._._....__..........._.............................. .............. _........._.......-...................,....................... .... I/8 washers. A minimum of one anchor bolt shall be provided within 6 to 12 / \ 0 2"X 8" ACQ LEDGER BOLTED C JOIST ON LEDGER TO BEAM I TOE NAILED 3 Bd FEKJO15T ._-__._-_ _. --_-._..--.-..---- - -- — - ----- ------ --- inches of each end of each plate. Anchor bolts shall have a minimum embedment / / \ TO HOUSE FRAME WITH 5" BAND JQtSTTOJQIST ;END NAILED 3-IGd PERJOIST of 7 inches In concrete/ masonry foundations. Anchor bolts shall be located / USE 51MP50N IUT SERIES "LEDGERLOK" SCREWS @ I G" O.C.; BAND JOST TO 5ILL OR TOP PLATE l TOE NAILED 2-1 Gd PER FOOT _ _ __ __ _. -- - -- within 12 inches of corners and at spacing not exceeding 4 feet on center. CONNECTOR TO CEILING \ \ HANG PORCH RAFTERS FROM LEDGER „_,,,,,,,,,_....,s.,: JOISTS FLUSH HEADER WITH 51MF5CN L5U2G HANGER = N V \ '@I 12 QD .,.. .. c ... v„ , t.., .. .. ,i ,. ..•.. ..,.,.n.<x...iv.m.v,,,,ra<.,a,.✓.=u<:�s bvh,..•ts.,.,avnv.< t. �' n, ..-,.,s,.vv«,ae r,.,.... H.,..,.,...,...,..:.•.'::«,v 4'PERIMETER EDGE ZONE- i G'x01C-G"\AT PANEL EDGES \C 4" PLYWOOD SUBFLOOR 4SECOND FLRSTRUCTURAL PANELS I 8d AND ATtNTERMEDIATE5UPPORT5INTHEPANELFIELD / @ / FASCIA, VENTED._.-_................._.,,......_.......,....,,... _,...,. - ...._..... Hill ----------._..,,...,..,......" ................... _,...,.._ DESIGN LOAD CALCULATIONS I I Zf TJI 230 F.J. @ I G" O.C. - "INTERIOR ZONE-IG'O/C-G'ATPANELEDGES AND 12°AT 2 e C.J. C, SOFFITS I x FREIZE 8d INTERMEDIATE SUPPOKT5IN THE PANEL FIELD 2x4 CJ. G"O.C. FIRST FLR CLG. 2- I I " LVL iii FOR ROOF 5HEATHING wrrmIN 4'-a•OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4'-O'ON EACH SIDE OF THE ROOF PEAK,THE 4'-O'PERIMETER MINIMUM UNIFORMLY D15TH13LJTED LIVE LOADS(lbsf) 1 O^ @ I G" O.C. 2- 1 4x7 4 LVL HEADER EDGEZONEATTACHMENTREOUIREMFNT55HALL13EU5ED. _— _ _- _ EXl•ERIORBALCONIES GO FLUSH HEADER RUNNING FULL LENGTH 4- I I8" LVL 5IMF5ON H7 ' Of WITHIN L FLUSH HEADER CONNECTOR HEADER HEIGHT DECKS TNG FRAMING DROPPED IN E LAfJG SL:3LATH , v,,v „x,.aa'.a;,n: o-.,�,.,. �. •xwi�m�u.rt;a�iGw�d„r.�.v'd.,.,i;�.,8•m:�w.<r,� x, • ..,'.�,:,._,..,_,.......,... .....,.._.. ,..,,..,.,....,a,<•�'xa,a„fi..•.,v.:,:.axr»s+;+uv::.+�s..,..>.',:r.,�»�"•s,r�', s�;a�se,. Sus;uv,':�;;:, .xA.>x' +,,, ..,...: ,,..v �'.... ,..C.:<:.r,•«a. GYPSUM WAL LBOARD j 5d COOLERS 7'EDGE/ 1 O"FIELD ATTICS WITHOUT STORAGE i O 2 2x I 0 HEADER ABOVE AREAS SHOWN _...................__..._...,.................... ..,......;,,...._._._...__...__....,,_.,-...., __._.._...,_--..........._.............-- ..,.,.._...........,. _.._...._....._._,,.,..- ...,.,,...._,...- ATTICS WITH STORAGE QO 2,X 4' ALL WINDOWS AND DOORS; STUD WALL @ .,7, 7 s,: :: ....: ..,.... . ........ . :..:.f... ......; ..,. <:. : .:.. ,...,.: :. PROVIDE CS20 STRAPPING - ,, .,;�, ROOMS(OTHER SLEEPING ROOMS} 40 GREAT ROOM CLOSET L� ,',,.:,k'. DEN A EATkI I G a ww...« •......4.H:.w....,...........,. ., ...-...:.a',....,�...>...............F,aw•�.-...,,�s..,�.W,..w,.w.u�a....,w,,,ati�...� :w,w.�.<a�:,.. ��a�.:'W� ..s���.;r«:;:< 15 INSULATION ro G o � STRUCTURAL PANELS 1112* 1 Igo.Gafv.1RooF,ng Waif 3'EDGEl6'FEELD 5LEEPING ROOMS 30 z" CDX PLYWD. SHEATHING - (.I2Sc1.5 L.x.7/1 G'head) HINGED FRENCH w/ HOUSE WRAP; CEDAR 1D 25132" ! I ga.Galy.Roofing earl 3'EDGE/G^FIELD DOOR (.i 2ki.75t.x.3/8"head) PANTRY SHAKES OR APP. EQ. ------- _ TABLE R30 I7 ------ ------------------------*hc2-- - - -- BLOCKING BETWEEN CABINETS FIBERBOARD PANELS 7/1 G' Gd 3'EDGE J G'FIELD -----• ••-- ------- -•------•- --- -- 25/32' as 3'EDGE/G"FIELD - - - 4"X G" DECKING JOISTS @ CANTELIEVER " PLYWOOD SUBFLOOR 2- 2"X G"ACQ SILL PLATE GYPSUM wALL130ARD ! 5d CO_OLER9 7"EDGE/ I O•FIELD ALLOWABLE DEFLECTION OF STRUCTURAL MEMEBERS 4 OVER TERIMITE SHEILD FIRST FLOOR " -�- - - -"----- - - - --- __ _a'EDGEZONE- I G'ac-s'AT PANEL EDGE5AND 12'AT STRUCTURAL MEMBER ALLOWABLE DEFLECTION 2"X 10" ACID D.J. @ I G" O.C. I, F.J. @ I G" O.C. R-30 INSULATION - -- - -- #I D F 2x 12 OVER SILL SEAL; HARDBOARD 8d INTERMEDIATE 5UPPORT5IN THE PANEL FIELD Rafters haul sl s neater U 180 1"X 10" RIM BOARD PROVIDE 51MF50N C520 INTERIOR ZONE- iG°O/C-G'ATPANEL EDGESAND 12'Afi than 3/12 with no finished ceiling 54"x I IZ"WOLMANIZED 3- 2x12 GIRDER W/ LPT4 CONNECTORS GRADE 41 8d tNfERMEDIATE 5UPPORT5IN THE PANEL FiELD PSL DROPPED GIRDERLU a " .I 3 2 X I0 ACQ GIRDER D Ita•.LcvwMn,.,sxu il.�.fxs.,.,x..,..,..w,.,w...,.,i- ..; .. .+..,..<• ::. , 2 X I AC LEDGER BOLTS 5 ....xvi.+.,..,.<...4..o-..,..,,..L,nc.w..wewvva.H...<....+..v'v,,,...,rYY.i�m. ".f'v��.v�.'.. e :',:,.":. '::.c"<ya ::,.'a'..w:,i::. �.,::.•:':: *°a'"''s.".x,<•x ' Interior walls# artitions H/180 � DIAMETER ANCHOR BOLTSZ � 9TRJCTURALPANEL5- I ORLE55 8d G'EDGE/ I2'FIELD - - _ TO HOUSE FRAME WITH 5° W/ 7" MIN. DEPTH @ 48" O.C. LL.1 N -- --- - -----' Floors lastered ceilin s U3 GO PROV. H4 CONNECTOR 3 2" DIAMETER STEEL LALLY C) �t Namhn €equirementsarabasedonwalshea HANG SCREWS @ I G" O.C.; W/ MIN. 3"X3"x1"WASHER PLATE All other structural memebers U240 HANG D.J. FROM LEDGER WITH COLUMN BURIED IN e @ � U 9 g Pa ,3 "g P g G"X G" POSTS SIMPSON LU28 CONNECTOR BASEMENT 3 thin nailed G taches O.C.at the Wel ad,3c. If watt sireatEsr is Warted 3 niches O.C.at the panel ed a to obtain Exterior walls with taster or 11/360 24"x24"x 18" POURED W tri hershearca actties,nadt re +rementstorstructurolmembersshallbedoubled,oral __ stucco finish CONCRETE FOOTING UNFINISHED, UNHABITABLE N When wall shcathrng is continuous over connected members,the tabulated number of nails shalt be permitted to be reduced to i-IGd nail per foot. f P Exterior walls-wind loads with U240 8" POURED CONCRETE = O z � brittle f Wishes FOUNDATION WALL W/ U O -i cc I'-4"X 8" d. FTG.; PROV. Exterior walls-wind loads with U 120 10" SONOTUBE W/ POURED_ 2-#4 REBAR IN FOOTING = In 4 C flexible finishes CONCRETE FOOTING - 4" POURED CONCRETE U O C 2'-0"X 2'-0"X I'-C"d• SLAB ON COMPACTED FILL (TYPICAL ALL AREAS) (n _ - (TYPICAL ALL FOOTINGS) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA "NOTE: CONCRETE SHALL BE PC = 3,000 PSI @ 28 DAYS GROUND SNOW LOAD 20 Itis FOOTINGS SHALL BEAR ON BASIC WIND SPEED 130 mph UNDISTURBED 501L WITHIN Exposure Cate or B BEARING CAPACITY OF ❑ 1 .5 TONS PER SQUARE FOOT SEISMIC DESIGN CATEGORY B WEATHERING SEVERE BUILDING 5 ECTI O N "All FROST LiNE DEPTH 3,-O" GENERAL NOTES: TERMITE MODERATE TO HEAVY SCALE: 1" = I ,-o,, 2 ICE BARKER REQUIRED YES 4 • The information on this set of construction docurnents is to relate basic design Q intent and framing details. They are intended as a construction aid, not a5 a ^^ 0 substitute for generally accepted good building practiice and are in compliance with h•+i F U W F current, the 2015 IRC. The general - contractor is responsible for providing standard construction details and procedures x o_v to ensure a professionally finished, structurally sound and weatherproof completed Q< � o ¢ W product. w 4J J Q • General contractor to coordinate all subcontractors, scheduling of work and interaction between trades. "'. ..,.,. o RESchleck oftware"V�ersion 4.6.3 4� • The contractor is responsible for ensuring that alll work and construction meets edinances and regulations, etc. E or exceeds current federal, state and local codes, or ELECTRICAL NOTES: /�'� �'` J These codes are to be considered as part of the specifications for this building plan. 0 ''�■ ice C ft fi ate ROOF "0 ROOF VENT O Q • If in the course of construction, a condition exists which disagrees with that as • All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to include ^�^ � indicated on these drawings, the contractor shall stop work and notify the designer installation of fixtures i�specifications as indicated on plans. Light fixtures to be supplied by 4 ha-•i z t-the engineer immediately. Should he fail to follow this procedure and continue work, owner and mstalled by contractor. GFI outlets required at bathrooms and exterior areas. Install he shall assume all responsibility and liability an5mcI therefrom. pfr)oject R�GC+raith Mai n;�C�el"! ent o n all outlets as per code. All work is to be done in strict accordance with the New York State Code • Dimensions take precedent over scale- DO NOT SCALE DRAWINGS. by a licensed electrician. All new switches t outlets to be Leviton, Toggle, supplied installed {vteergyCkr3e 2015[ECC ATTIC a n by contractor. Contractor to do all hook-ups as required for bathroom fans, cooking exhausts andLo6 ow +�i,uthold. "� - ® • The deli ner has not been en a ed for construction su ervision and assumes no provide wiring as required for gas fireplace and cooking appliances. GoriIstruction T 9 kY 9 9 9 p b pe: Sire 1e farni responsibility for construction coordinating with these plans, nor responsibility for p� ct construction means, methods, techniques, sequences or procedures or for safety Ceilnstructrvn — precautions and programs in connection with the work indicated. There are no FRAMING NOTES: CandrtioemedFloc+rArea; 2 3545 ft2 _ BATH _ BATHS warranties for a specific use expressed or implied in the use of these plans. ��ng'��a 27� I I I • All lumber Is to be Douglas Fir#2 or better at I G"on center CliniZon�e- 4 (5572 ROD) __-T-- • Contractor to provide hardwired smoke detectors, with battery back up, and with !'eravm t Date, rl d Ti I/2 ¢I I/2 TI I/4 t I/4 �I I/2 41 I/4 �I I/2 no intervening switches, on all floors and in each bedroom. Verify with local code • All wood framing in contact with concrete or masonry 15 to be pressure treated. 'ACC'designation f"ettm E alit Esti requirements as per Section R3 17 New York State Residential Construction Code. refers to current arsenic-free treated wood standards and shall take the place of'CCA' o o I o 0 Install carbon monoxide detectors as per code. CarssLrut=kiattiit Oentna=r,'Agent ' Cisign�Grt�slEractol^ a • All TJI'5 are to be mstalled in accordance with the manufacturer's specifications and shall include 175 Goose Creek Lane' lir Design Cbrssullding,l�mt. SHOWER q U FOUNDATION NOTES: squash blocking web stiffeners at bearing points on girders and other load bearing areas SouthaKN`� Southold.NY I Z SECOND FLOOR • General contractor to review plans, elevations and details to determine • Structural Steel ASTM A3G- FY= 3G KSI 3 1 1/4 3 1 1/4 _ '.f: oq. 'f4 ";° C.OI i I ra .. r�s� i h f fi d floor above c ••' • � ` �. intended heg iso ns e o typical 9 e :.�.:�.�;'�..e' :: �:<:;' �>�z �" 4 — • All straps, connectors, plates,bolts, nails, etc. are to be galvanized. Designated connectors, straps, Compliance. ZJ11%i3etberThan iGt;,de Maxirm;mUA: 385 ourUk 376 M,zzdmumSH 0.40 YmurSROC: 0.26 4 • Footings shall bear on undisturbed sod within bearing capacity of I.5 tons/sq.ft. etc. on these drawin s are m b Sim son unless otherwise indicated. All connectors, stra s, etc. are to be ;rn'" sLx" ti rmw'd=e roTroa"ne�rcF°`e°ab=ed cr code tt`°f`' ", p 9 Y Y p p ���RIOT a••"m+�>an estlria�Yc d e*•�R'Y'use cr vns<aeiEat".+e:•o a rrltv�mams�pdt team'e.. .. 4 nailed/bolted in accordance with the manufacturer's specifications. 4 • Concrete shall be FC = 3,500 PSI @ 28 days _ --- Z • All floor sheathing is to be 4"AC type plywood, tongue it groove and shall be glued and screwed to ny .t6�6 A's�6mblles BATH LAUNDRY_ _ — IF}T-Istm BAH O • Concrete on 4"sand or gravel fill minimum, witlh GxG- 10/10 welded wire mesh ---- reinforcement. Interior slabs to be laced on G mil. sitabilizedpolyethylene vapor the floor Joists(G"o.c. edges f 12"o.c. field) I I U barrier. Welded wire mesh is to be placed in the top third of t e slab and is to be 3,i Z • Solid blocking 15 to be mstalled every 8'-0"max. or mid span of all floor Joists with spans exceeding f 1 1 1w F.A.I. (� su orted b recast concrete bar su o>rts to assure that the reinforcement 1 1/a 4`1 1/2 1'1 1/4 1 1/4 1 1/4 �l 1/2 4 adequately pp Y p pP — o in in ^<2 233 A.0 _ Ck ff_LH3.3 43. - I m load ar o ts. � � Q in all at al point o be kin i be st ed - is held in position during concrete placement and finis'hmg. 8' 0". Bloc g s to p g p fR�or1=?4)LSfisaaxd�visdTniss:Overktrisrvasdie�8pace 1 � y- J P g P LAV m SIN LAV WaIt 1:'Wood4 Tann,�e,1f'a.c, 2.251 25,0 0,6n_t??7 136 W.M 3� D.W. l►-I • Isolation oints are to be mstalled between the slab and the walls. Use reformed • Install double oists under all artitions runnin parallel SH WER, C Z J p 'ImVi.ndow a-Vrmylll 4&rglass P'rame-lDimbile Pane,with Low-•1;:" 869 0_ " ill I a Joint filler that is to be cut 1/2"below the slab surface and the resulting Joint 15 to be filled SHGC:tf-28 • All exterior wall headers to be as indicated on floor plans�sections and all interior FIRST FLOOR L with an elastomeric Joint sealant. Door 1,;Glass: 126 .0-32�I 4t1 ll-t headers are to be 2- 2"x 10"unless otherwise noted. All headers exceeding 5'-0"shall have a double S.HG 0.21 2 ick stud with a sin le kin stud 4.on exterior walls provide double sill late(typical). o 1 114 3 2 1 1/4 3 Un • General contractor to install cop-r-tex(or copper)sheet metal termite shields J g g p p Yp HoaxI:Solis! +L2 4.280 22. C.O�4-- -_ q between all wood surfaces that are exposed to concrete or masonry surfaces. Ceeiittg 1:F1riYCeil`srrg dYSciSeorTrmass 1.145 38-0 0-G 0.010 34: 4 TO 5UPPOLK COUNTY • Provide msulation baffles at Cave vents between rafters and soffit vents as indicated 4 - DEPT.OF HEALTH • Dampproof exterior of foundation wall with a biituminou5 coating; Foundation on plans "aavip#fairce5*a2�naerit ?hey PI"Opsii1ieil bdildiisigdesign descnhiedherieisc«�nsisrentwiith,iibuildingOlans,spetifications:'andother. 5EPTIC LINE. ROVED SERVICES AFFROVED excavation upon approval of building department mspections. calculations submitted with the permit application.The proposed buitd?ng Vias beendesigned to meet the 2015 IECC requi€emients<in 77 4"C.I.HOUSE Z • Exterior flashing is to be adequately mstalled at all connections between roofs, walls, REScheck Version A.5.3 and to comply with the mandatbry re+Ar*ments listed in the RETcheck Inspection 6ecklist. TRAP Q PLUMBING * HVAC NOTES: chimneys, projections and penetrations as required by approved constrction practices. Z Name-'F a • All plumbing work shall be done by a duly licensed plumber and must conform and adhere FLOOR PLAN NOTES: to all New York State buddmg codes*safety requirennents. SLOPE" 1/4" PER FOOT PITCH TOg'," • Dimensions shall take precedent over scale drawings, DO NOT SCALE DRAWINGS r-w BASEMENT DRAIN (, • if wall plates or joists are cut during the mstail�ation of plumbing fixtures or equipment s p contractor must provide appropriate bracm to tie framin back to ether. • All interior walls to be covered with z"gypsum board with metal corner reinforcing. All / 01 C! �v p9 9 9 drywall products, including gypsum board, screw,joint compound, tapes It trim shall be U.S. • Mechanical subcontractor 15 responsible for adlhering to all applicable codes and Gypsum Co. or approved equal. All joints shall receive 3 coats of joint treatment. Sand final PLUMBING I\I S E i� D I AG I \M safety requirements. coat to a uniform smooth surface. All walls, ceding and interior of closets to be taped and PAGE: Al spackled, 3 coats, ready for paint. • HVAC subcontractor to fully coordinate system data requirements with the NOT TO SCALE "~ equipment supplier and to provide final system layout'drawing and submit it to general contractor, g Pia} tl?Tltl2. tC�P>1y hl nag mt�nt � � • fl131f12n8 Insulation ratm sand installation locations as indicated on floor plans k sections. :,Data#ifanarne`G_ktlsersLAlrsolcrte m 2U3sscurrtent�R'ESchec nine to oak.rck , Pa r6• � ,��r �yy kip g e 1 s>f.,9. ' owner and equipment supplier for final review it approval. 44 • All bath $kitchen area walls and ceilings adjacent to wet areas to have water resistant 0 (` 9 Mechanical system to be 2 zone with damper controls. drywall, and provide cement board for all areas set to receive tile. 'c LL } 14"X 118" LVL RIDGE; a 5IMP50N C520 CONNECTOR(TYP. ALL) APPROX. RIDGE HEIGHT } 2-2" C.B. THRU a C.T. it R.R. (TYPICAL 12 BOTH ENDS) / / \ \ 2°X �O„R R i 5IMP50N H7 / C CONNECTOR / / cc • R-38 INSULeIOt Z 2”X 10" G.J./C.T. @ I G" O.C. 2"X 4"STUD WALL @ WALL/ RAFTER PLATE C 2- 2x8 HEADERS ABOVE 16" O.C. W/ R-15 INSULATION SECOND*FLR. CEILING ALL SECOND FL. WINDOWS; j I"° / / \ \ t 2" CDX FLYWD. SHEATHING 51MP50N C520 STRAPPING ' /MOISTURE RESISTANT \. \ w/ HOUSE WRAP; CEDAR HEADER HEIGHT LL / GYPSUM BOARD IN ALL SHAKES OR APP. EQ. ROOM AREAS PROVIDE FLASHING OVER/ BATH/ � � RAILING -4"X 4" POSTS C ROOFING MEMBRANE SEE DETAIL "B" a b � 2"X 2" BALUSTERS PAINTED ( ) LbSET BATH MASTER BEDROOM \ \�\ o I'-0" UP WALL ROOF AREA WHITE $ BOLTED THRU DECKING; I,z" z RAILING MUST BE RATED TO \ RESIST 2001b. CONCENTRATED O 4F1 12 LOAD O G' / / 2"X 10" Q LEDGER, N + ROOF MEMBRANE LOAD C��' / BOLTED o UNDERLAYMENT BEADBOARD r l CEILING ON PORCH 2 S 4 PLYWOOD SUBFLOOR - SECOND FLR N 2- 2 X 4 END RIM Lu U - 118"TJI 230 F.J. @ I G" O.C. 2x 10 D.J. @ I G" .C. LL " BEDMOULD v J �- C FIRST FLR CLG. 4 X 6 DECKING 4 I"X 3"SLEEPERS c it FASCIA; EXTEND 2- 2x 10" ACQ DROPPED HEADER; I 2- 2x 10" HEADERS ABOVE 4 4 411 1" ALL WINDOWS AND DOORS 2- I x7 -L" LVL HEADER 2- I X 7- LVL HEADER WRAP w/ Ix AZEK I RUNNING FULL LENGTH ABOVE FRENCHWD. DOORS, HEADER HEIGHT 4"SHEATHING x PO CH UNLESS OTHERWISE NOTED; 2" BELOW FACE OF SOFFIT a OF HOUSE, WITHIN WALL C520 STRAPPING PROVIDE C520 STRAPPING CONTINUOUS 2" STRIP VENT � rr LL_ FRAMING �� 2- 2x I O ACQ HEADER DECK JOISTS BY CORA OR APPROVED EQ. V ABOVE SCREEN PANELS a LIVING ROOM GREAT ROOM = iiq b 2"X 3" BLOCKING Q 03 6"X 6" POSTS i 2"X 4" INTERIOR STUD I D PARTITION CEILING MATERIAL SCREEN ROOM I x FREIZE BOARD 4"X 4" DECK BOARDS I " 4"X G" DECKING FIRST FLOOR i FREIZE BOARD OVER I X 2 PROV. H4 CONNECTOR 2xG AC D.J. R-30 INSULATION #I D.F. 2x 12 F.J. @ I G" 2"O.C. X I O" ACQ D.J. "X 12" RIM BOARD I CONTINUOUS BLOCKING .J. @ 16" O.C. 3- 2"X 8"ACQ GIRDER541'x I I Z'WOLMANIZEDIMF 3- 2"X 10" ACQ GIRDER ? SCREEN PANELS PSL DROPPED GIRDER GRADE BETWEEN POSTS 4"X 4" POSTS G"X G11 POSTS AB SERIES CONNECTOR o 10"50NOTUDE W/ POURED BASEMENT 3 2' DIAMETER STEEL LALLY 10" SONOTUBE W/ POURED " COLUMN BURIED IN CONCRETE FOOTING „ CONCRETE FOOTING �' UNFINISHED, UNHABITABLE �! X 4" POSTS 2'-0"X 2'-0"X I'-0"d. ° 2411x24"x 18" POURED DEC PORCH FOOTINGS CONCRETE FOOTING 2'-O"X 2'-0"X I'-O"d. � � (TYPICAL ALL FOOTINGS) (TYPICAL ALL FOOTINGS) �, PREFINISHED WHITE 2"X 10" ACQ LEDGER BOLTED SCREEN ROOM TO HOUSE FRAME WITH 5" W "LEDGERLOK' SCREWS @ I G" O.C.; U HANG D.J. FROM LEDGER WITH z 51MP50N LU28 CONNECTOR- RECESSED PANELS - Q TYPICAL OF BOTH THIS LOWER I FINISH GRADE EXTERIOR L Li UPPER DECK AREA BASEMENT FOOTING PLYWOOD PAINTED WHITE W U W/TRIM AS RAISED PANELING Lu `o z ' U O _-6 cc 2"X 4" STUD FRAMEU KNEE WAL WITH 2"X 8" T-- Ln ? C BUILDING SECTION "B" 4" CAP RAIL � C X 6" DECK BOARDS SCALE: 4" = I'-O" 1 4"X 118" LVL RIDGE; 51MF50N C520 CONNECTOR(TYP. ALL) l ARCHITECTURAL ASPHALT U ROOFING WITH 15# FELT 34 2-7' C.B. THRU D ETAI L "B" OVER 8" CDX PLYWOOD 0 C.T. * R.R. (TYPICAL ll o WITH ICE WEATHER SHEILD @ 16 0• / / BOTH ENDS) F-i ° @ PERIMETERS It VALLEYS 1p" �� / SCALE: 2" = I '-O" Q"+ ° w F • 2 X / � av o--- - ------ 2"X 10" C.J./C.T. @ I G" O.C. I= w a J Q / / R-38 INSULATION `�� 12 4) ° 4-Ji °J / / R-38 INSULATION It VENTED o BAFFLES BETWEEN RAFTERS U o a / CL / 2" DRYWALL i6," BEDROOM ALL AREAS OC` Q r� / / BEDROOM ATTIC o UNHEATED 12 � a � \� 4" PLYWOOD SUBFLOOP, R 3 R R. @ --I 4 FASCIA, VENTED 118"TJI 230 F.J. @ I G" O.C. 2x8 C.J. �C. SOFFIT it 1"x FREIZE 2- 7L" HEADER @ I G" O.C. 4 Z ° 4- I I8 LVL SIMPSON H7 6" FLUSH HEADER CONNECTOR 2- 2x 10" HEADER ABOVE ALL WINDOWS AND DOORS; MOISTURE RESISTANT I X 4" STUD WALL PROVIDE C520 STRAPPING KITCHEN LOS BATH GYPSUM BOARD IN ALL DEN 6" O.C. W/ R-15 INSULATION It 2" CDX PLYWD. SHEATHING BATHROOM AREAS _ w/ HOUSE WRAP; CEDAR SHAKES OR APP. EQ. (� z 4"PLYWOOD SUBFLOOP, 2- 2"X G" ACQ SILL PLATE o OVER TERIMITE SHEILD (n ro #I D.F. 2x 12 F.J. @ I G"O.C. OVER SILL SEAL; z � 54"x 118" WOLMANIZED LINE 3- 2x 1 2 GIRDER PROVIDE 5IMP50N C520 o 1° PSL DROPPED GIRDER W/ LPT4 CONNECTORS U m B" DIAMETER ANCHOR BOLTS z 3 L" DIAMETER STEEL LALLY W/7" MIN. DEPTH @ 48" O.C. o COLUMN BURIED IN W/ MIN. 3"X3"x811 WASHER @ PLATE W } 3 (u 24"x24"x18" POURED 1) Z CONCRETE FOOTING 8" POURED CONCRETE ° FOUNDATION WALL W/ UJ o 1'-4"X 8" d. FTG.; PROV. 4" POURED CONCRETE 2-#4 REBAR IN FOOTING SLAB ON COMPACTED FILL (TYPICAL ALL AREAS) U 'NOTE: CONCRETE SHALL BE z PC = 3,000 PSI @ 28 DAYS Q FOOTINGS SHALL BEAR ON z UNDISTURBED SOIL WITHIN BEARING CAPACITY OF 1 .5 TONS PER SQUARE FOOT r DAN c BUILDING SECTION "C" �J•.r��� '� p°�,���, SCALE: '-�" = I ,-o,, _ �' k r. ( f, :� r�• ; PAGE: ZZ. �'' c !`ate 0 -41 C } L L Q L NOTCHED RAFTER . ; RAFTER RIDGE RIDGE DOUBLE TOP PLATE TYPICAL HEADER : �� 3/8 PLYWOOD SPACERcc OR AS PER PLANS II � I � : MT524C RAFTER TIE LL BY SIMPSON OR EQ. I . BEAM TO RAFTER STRAPPING I . TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE B TYP. AT WIN N. HDR. DO UOti OP4 WOOD HEADER/ WOOD BEAM n-- II I k,,-R.K. AT 16 O.C. AS PER PLANS OIRY o ^'O REFER TO FLOOR PLAN Q ow I (2) 211 xG" JACK STUDS ry [L . L DBL. TOP PLATE AT 211xG11 KING STUDS to u F7— SECON D FLOOR OR HEADER DETAIL (TYPTO BOTH 5I1DE5) c RAFTER AT SINGLE STORY NOT TO SCALE RAFTER I I I 11 /4"X24" 20 GAGE HEADER STRAPS TYP. 4'-0" DBL. 2X6 TOP PLATE TOP PLATE ( I I I I WINDAT 2ND fl-K. EXT. TYP TOP PLATE _O - OPLNIGNG WALLS II I I USE 8d COMMON NAILS @ 6 WALL STUD I 211X611 WALL FRAME @ 1611 O.C. O.C. AT FIELD AND 411 @ WALL STUD EDGES -REFER TO PLANS 1 /4"X24" 20 GAGE FOR DESIGNATED AREAS TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION I I JACK STUD STRAPS TYP. 2XG BLOCKING TYP. AT 2 SI DES OF OPENING AT SEAM AT ALL 0 BLDG. CORNERS z RIM JOIST 2X16 WD STUDS AT L N 16 O.C. TYP. w 11 11 A 1 /2" CDX EXTERIOR: GRADE 1 /4 X24 20 G GE PLYWOOD SHEATHING z HEADER STRAPS TYP. -yP = o � WOOD JOIST WOOD JOIST AT EACH STUD c� o RIM JOIST AS PER PLANS v o � � _ 4 C U L o c BLOCKING � JOIST HANGER REMOVE EXISTING SHEATHING c . WA,L HEADER AS REQUIRED TO APPLY STRAPS GIRDER/HEADER U WOOD GIRDER WOOD JOIST NOT TCS SCALE NAILING DETAIL (ELEVATION) NOT TO SCALE U 0 JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER UPPER SHEARWALL w BOLTS a� CORNER BRACKET o Q Wa ANCHOR J PROVIDE 1/2" SPACING — -j 0° =- _= BETWEEN THE END STUD ;. o AND THE 2 OTHER STUDS FOR ALLOWING a STUD WALL STUD HOLDDOWN INSTALLATION CONNECT CORNER STUD Z cq cq BOTTOM PLATE BOTTOM PLATE TO TRANSFER SHEAR or- WALL BATHTUB SUBFLOOR THREADED ROD c ° FASTEN WITH (2) 16d, � a DOUBLE JOIST DOUBLE JOIST o COMMON NAILS 6 O.C. ° DOUBLE PLATE ° SIDEWALL ENDWALL ---- ANCHOR CORNER BRACKET BOLTS SHEAR WALL CORNER CONNECTION z DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS — LOWER SHEARWALL U z SHEARWALL TO SHEARWALL � o SHEARWALL HOLD-DOWN DETAILS z ' O ` N.T.S. v10 z . 2ND. FLOOR WALL STUD 0 1sT. FLOOR WALL STUD TYFICAL STRAPPING DETAILS o Z 2ND. FLOOR PLATE NOT TO SCALE Lu y 1ST. FLOOR PLATE SUBFLOOR SUBFLOOR RIM BOARD o RIM BOARD z 1 ST. FLOOR TOP PLATES z DOUBLE SILL PLATE D AR FOUNDATION WALL 1ST FLOOR WALL STUD ` i PAGE: 1ST. FLOOR TO FOUNDATION CONNECTIONS TYPICAL MULTI-STORY CONNECTIONS �� �, 6 U- N N 17°40'30"E 100.0' > a (EL. 45.0) (EL. 49.7) 0 z ROOF GUTTER Q C J C\ > C\ APPROX. LOCATION o OF SCHS APPROVED W c SEPTIC FIELD AS DESIGNED o z BY KENNETH WOYCHUK, O LAND SURVEYING oN N LEADER O L.L HOUSE - O OUTLINE OF BUILDING ENVELOPE o (�•� ( J LL H C 4 EXTENSION LL (EL. 47. 1) Q UNEXCAVATED SOIL GRADE \ \ SITE PLAN SCALE: (EL. 4G.7) SCTM: 1000-78-8- 14 10'-0" MIN Information taken from Survey prepared by SOIL STOCKPILE DURING Kenneth M Woychuk Land Surveying, PLLC PRECAST EXCAVATION * FOUNDATION Aquebogue, New York DRYWELL CONSTRUCTION. TO BE dated April 10, 201 7 TYPICAL LEADER ELEVATION / SECTION REDISTRIBUTED AROUND HOUSE Not to Scale UPON APPROVAL TO BACKFILL PROPERTY AREAS: Existing Lot Area. 15,358.53 sq.ft. v Proposed New House: I GG5 s .ft o L a (with deck * porches) LU v Total Area. I GG5 sq.ft. _ ° z `� TOTAL LOT COVERAGE: 8.32% U _ Ln o c Area of (n Construction includes: New House with attached Deck and Covered Porches (EL. 4G.8) Extent of Construction: I GG5 sq.ft. ❑ (EL. 45.8) DRYWELL 2 Extent cf Land Disturbance: I I ,300 5C[.ft. 0 1 Including structure, excavating, well, septic, etc. ° �\ P ° *TO DE CONTAINED BEHIND SILT FENCING F'�� DECK SCREEN AT PERIMETERS OF LOWER ELEVATION CONSTRUCTION PORCH W 18'-0"MAX. C. to C. "STAGING AREA" PROJECT ROOF DETAILS: o U (EL. 45.2) CONCRETE WASHOUT RUNOFF NOTE: om a. Gutters contlnuou5l around; GRADE Q FINISHED DRIVEWAY TO DE RCA y a_ U- -7- Leader locations as per �� SE w/ BLUESTONE FINISH ° - BA _U- Installer all leaders drain to a+ Z N j PROPOSED 2 ° a 4" 0 PVC pipe- to new dr wells. � Z STORY HOUSE p y Q a RUNOFF CALCULATIONS: ° d (FIRST FLOOR EL. 48.0) 17 14.5 x . I G7 x 7.5 2 147.4 gallons of runoff PERSPECTIVE VIEW d (EL. 45.3) @ ( 1 ) I '-0" x 8'-0" 0 capacity = 300 gallons ° - � 2147.4 / 300 = 7. 15 Runoff Containment Requires: 3G" MINIMUM 2 x 2 ° ° ° . ° a (2) 4'-0"deep x 8'-0" 0 ring OR approved equal v FENCE P05T COVERED PORCH (providing 2400 total capacity) z ° rr^^ d d V WOVEN WIRE FENCE Z (G x G - 10 / 10 WWF) 'J °. LnJ Z TEST HOLE AS ONE BY ° d ° °a ° o a� SILT FENCE SITE PROTECTION; TEST HOLE K. WOYCHUK, LS ° d , FILTER CLOTH _ APRIL 8, 2017 �° � d ° � , �� � TO BE INSTALLED PRIOR TO 4.8.20 1 7 Z o THE START OF CONSTRUCTION ELEV. 43.9' 0 m N CONSTRUCTION TRUCKS, ° ° 0-- w a SLO/'E EQUIPMENT, TOOLS, ETC. TO (EL. 43.9) a ° ° d J ° DRYWELL I BROWN i d PROPOSED WELL �� SANDY LOAM z ENTRANCE PROPERTY HERE. ° <LOCAL _ 0.6, L ° 4 EMBED FILTER CLOTH G�p� ° (EL. 44.0) BROWN tL1 ° ° —_ LOAMY SAND Q Z MIN. G" INTO GROUND / ^ 2.9' z ° TR45�CHD TRENCH DRAIN r 4 dDRIVEWAY- DRYWELL W NOTE: PALE DROWN � MAXIMUM DRAINAGE AREA couRSE 13.5 COMMON STONE DRIVEWAY 1/2 ACRE / 100 LINEAR FEET MESANDDIUM TO 517040'30"W 100.0' SECTION DETAIL DRIVEWAY ENTRANCE RUNOFF CALCULATIONS: GOOSE CREEK LANE 1 17.0'SILT FENCE DETAILS - NTS 9G3 x . I G7 x 7.5 = 1 20G gallons of runoff ? {``-r ' i ii i n NO WATER d @ ( 1 ) I -0 x 8-0 O capacity — 300 gallons . 206 / 300 = 4.02 ENCOUNTERED a r±, ° ` �'� PAGE: Runoff Containment Requires: ( I ) 4'-0"dee x 8'-0" O rin (provides 1200 total capacity) 51te OF���