Loading...
HomeMy WebLinkAbout43071-Z �SOFFoI,��o� Town of Southold 8/5/2019 P.O.Box 1179 � T, 53095 Main Rd -P! �p� �S4 Southold,New York 11971 X41 "t+if Z�rur�l CERTIFICATE OF OCCUPANCY No: 40585 Date: 8/2/2019 TMS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 360 Oak Ave., Southold SCTM#: 473889 Sec/Block/Lot: 77.-2-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/5/2018 pursuant to which Building Permit No. 43071 dated 9/26/2018 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: ADDITIONS AND ALTERATIONS AND "AS BUILT"DECK ADDITION TO AN EXISTING ONE FAMILY DWELLING PER ZBA DECISION#7155,DATED 05-17-2018, AS APPLIED FOR The certificate is issued to Hill,Timothy&Nancy Lee of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43071 03-29-2019 PLUMBERS CERTIFICATION DATED u 0 ' as, ignature p�S�FFnc,r�o TOWN OF SOUTHOLD BUILDING DEPARTMENT y 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#: 43071 Date: 9/26/2018 Permission is hereby granted to: Hill, Timothy 23 Oxford Rd White Plains, NY 10605 To: legalize "as built" deck addition and construct additions and alterations to existing single-famly dwelling as applied for per DEC Non-Jurisdiction letter, Trustees &ZBA approvals. At premises located at: 360 Oak Ave., Southold SCTM # 473889 Sec/Block/Lot# 77.-2-2 Pursuant to application dated 9/5/2018 and approved by the Building Inspector. To expire on 3/27/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $568.00 AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $268.80 CO -ADDITION TO DWELLING $50.00 Total: $886.80 ui . g Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. • .S' log New Construction: '� Old or Pre-existing Building: (check one) Location of Property: 3ro� O•k House No. Street Hamlet Owner or Owners of Property: MA-A& k%V4 ..-I Illi+ Suffolk County Tax Map No 1000, Section 71 Block 2 Lot It, Subdivision illus Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ Applicant Signature Town Hall Annex Telephone(631)765-1802 54375 Main Road ens Fax(631)765-9502 P.O.Box 1179 roger.riche rty)town.southold.ny.us Southold,NY 11971-0959 ® c®U ��` BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Timothy Hill Address: 360 Oak Ave City. Southold St: New York Zip: 11971 Building Permit#. 43071 Section 77 Block- 2 Lot 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Custom Lighting of Suffolk License No: 38893-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph - Heat Duplec Recpt 13 Ceding Fixtures 3 HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures 5 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 10 -CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 3 Twist Lock Exit Fixtures TVSS Other Equipment, 1-combination smoke / co detector,3-ARC fault circuit breakers Notes, Inspector Signature: Da e: March 29 2019 81-Cert Electrical Compliance Form.xls EN 'G :IN EF.RJN . D APR 2 9 2019 7J'.ILJya7,G x:):16'"''C TOWN OF SOUTHUL April 29, 2019 360 Oak Street Addition Building Inspector Town of Southold Main Road Southold,NY 11971 Dear Sir, I have inspected the foundation,foundation damproofing,and insulation for the addition for the above referenced home. I certify to the best of my knowledge all were installed in accordance with IBC Residential Building Code. I have inspected the interior insulation in the basement ceiling for home referenced above. I certify to the best of my knowledge that the thermal barrier, DC-315 was installed over the Spray Polyurethane Foam (SPF) in accordance with manufacturers guidelines.The product used complies with IBC section 2603.4 and is an Alternative Barrier System in accordance with section R316.4 ® NE BOARD CERTIFIED IN STRUCTURAL ENGINEERING JOS EPH@FISCHETTI.COM FISCHETTIENS INEERING.COM 631 -765-2954 1 72 5 H O B A R T ROAD S O U T H O L D , N E w YORK 1 1 97 1 ��� oesour # # TOWN OF SOUTHOLD BUILDING DEPT. couffov, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [�J FRAMI TRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: V �t1V1 ` 16(At is 2 -ems t o DATE INSPECTOR %dA ho�aOF SOGI�o� # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm,N�' 765.1802 INSPECTION' l [ ] FOUNDATION 1ST [ ] ROUGH, PLBG. [ ] FOUNDATION 2ND [ ] INSULATION y. [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION. [ ] CAULKING REMARKS: �f a DATE 1 INSPECTOR ho�apF SOUTH°6 # # TOWN OF SOUTHOLD BUILDING DEPT. courm��'' 765-1802 INSPECTION = [ ] FOUNDATION 1ST [ ] ROUGH PLBG. 47 [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION �j ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: `Y DATE f INSPECTO J SOUI'y°� TOWN OF SOUTHOLD BUILDING DEPT. Comm 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [' /] CAULKING` REMARKS: DATE j INSPECTOR O � OF 50U # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEG. [ ] FOUNDATION 2ND [ 7MLATION FRAMING /STRAPPING [ NAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION �J [ ] CAULKING REMARKS: YcA"&s f6 = o 1., oh ro VA v� ¢�i Som� Al S vneA A,6)AW47 �6 C"�eA C*4" &a DATE INSPECTOR • � • • COMMMNTS FOUNDATION (IST) 'FOUNDATION 1(2ND) r ROUGH FRAMING mm INSULATION ENERGYSTATE .D - � - L p- 7.1 .. ADDITIONAL COMMENTS r � - • / I WIISW - �� � v AL Iffin 'Alm WFUR I. 1 - TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL mrd of Health SOUTHOLD,N.Y. 11971 Gets of Building Plans TEL.: (631) 765-1802 ming Board approval FAX: (631) 765-9502 arvey www.northfork.net/Southold/ PERMIT NO. -Gheck tic Form Y.S.D.E.C. qf)( Ai lgT stees Examined ® Mgrr� W12 Contact: [rr " Approved_#�_ Mail to:SUFFOLK ENVIRONMENTAL SEP - 5 2018 Disapproved a/c P.O.Box 2003;Brid¢ehampton,NY 11932 �b BI.TH.IDM1G'DM 7 Phone: (631)537—5160 0,01,117 Expiration (Buildi In a r) APPLICATION FOR BUILDING PERMIT Date December 7,2017 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector, with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterway. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions or alterations, or for removal or demolition, as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. D (Signature of applicant, or name, if a corporation) Suffolk Environmental Consulting,Inc. P.O.Box 2003,Bridgehampton,NY 11932 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder AGENT Name of owner of premises Timothy J. and Nancy Lee Hill (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. N/A (Name and title of corporate officer) Builder's License No. Plumber's License No. Electrician's License No. Other Trade's License No. 1. Location of land on which proposed work will be done 360 Oak Ave. Southold House Number Street Hamlet County Tax Map No. 1000 Section 77 Block 02 Lot 2 Subdivision Goose Bay Estates Filed Map No. 1176 Lot 188,189,190,191 (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: ` a. Existing use and occupancy Residence with attached deck b. Intended use and occupancy Residence with addition and expanded deck 3.Nature of work(check which applicable): New Building Addition X Alteration Repair Removal Demolition Other Work 1 (Description) 4. Estimated Cost $100,000± Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 NumberoiM Dili, on each floo ,� N/A If garage, number of cars N/A ° 6. If business, commercial or mixed occupancy, specify natAnd extent of each type of/4je N/A 7. Dimensions of existing structures,if any: Front 47.3 Rear 47.3 Depth 60.2 Height <35 Number of Stories 1 �A - Dimensions of same structure with alterations or additions: Front 59.3 Rear. 593 Depth 60.2 Height <35 Number of Stories 1 8. Dimensions of entire new construction: Front 12' Rear 14,5' Depth 452.8' (addition+deck) Height <35 Number of Stories 1 9. Size of lot: Front 80' Rear 80' Depth 140' 10. Date of Purchase 8/20/1997 Name of Former Owner Grieco 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation: YES X NO 13. Will lot be re-graded YES NO X Will excess fill be removed from premises: YES NO X 23 Oxford Road 14. Name of Owner of premises T. and N.L. Hill Address white Plains,NY 10605 Phone No. (914)946-0219 Name of Architect Address Phone No. Name of Contractor Address N/A Phone No. 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 X NO *IF YES, D.E.C.PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF SUFFOLK Bruce A. Anderson being duly sworn, deposes and says that he is the applicant (Name of individual signing contract) above named. (S)He is the Agent-Suffolk Environmental Consulting,Inc. (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 this 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 7" day of ��C�Nf13� 2017 71, Notary Public Signature of Applicant MatthOw D Ivans Notary Pubilf of Neav York Nu 011 V,)05',f'59 Dual!fiec, in Suiloh,, County Commiss or, Eapues ,lanuary 22, 20 fq ,0, TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,N.Y. 11971 4 sets of Building Plans TEL.: (631)765-1802 Planning Board approval FAX: (631)765-9502 Survey www.northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined Contact: Approved Mail to:SUFFOLK ENVIRONMENTAL Disapproved a/c P.O.Box 2003;Bridaehamnton,NY 11932 Phone: (631)537—5160 Expiration f-9906 ildm sector PRO APPLICATION FOR BUILDING PERMIT Date December 7,2017 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector, with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterway. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions or alterations, or for removal or demolition, as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant, or name,if a corporation) Suffolk Environmental Consulting,Inc. P.O.Box 2003; Bridtehamnton,NY 11932 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder AGENT Name of owner of premises Timothy J. and Nancy Lee Hill (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. N/A (Name and title of corporate officer) n Builder's License No. u Plumber's License No. Electrician's License No. Met a � ' Other Trade's License No. 1. Location of land on which proposed work will be done 360 Oak Ave. Southold House Number Street Hamlet County Tax Map No. 1000 Section 77 Block 02 Lot 2 Subdivision Goose Bay Estates Filed Map No. 1176 Lot 188,189,190,191 (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Residence with attached deck b. Intended use and occupancy Residence with addition and expanded deck 3. Nature of work(check which applicable): New Building Addition X Alteration Repair Removal Demolition Other Work 1 (Description) 4.Estimated Cost $100,000± Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor N/A If garage, number of cars N/A 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use N/A 7. Dimensions of existing structures,if any: Front 47.3 Rear 47.3 Depth 60.2 Height <35 Number of Stories 1 Dimensions of same structure with alterations or additions: Front 59.3 Rear. 593 Depth 602 ;_Height <35 Number of Stories 1 8.Dimensions of enti Ane ' constluetion..STront 12' Rear 14,5' Depth 452.8' (addition+deck) v�� W Height <35`6 Number of Stories 1 9. Size of lot: Front 80' Rear 80' Depth 140' 10. Date of Purchase 8/20/1997 Name of Former Owner Grieco 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation: YES X NO 13.Will lot be re-graded YES NO X Will excess fill be removed from premises: YES NO X 23 Oxford Road 14. Name of Owner of premises T. and N. L. Hill Address White Plains,NY 10605 Phone No. (914)946-0219 Name of Architect Address Phone No. Name of Contractor Address N/A Phone No. 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 X NO * IF YES, D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF SUFFOLK Bruce A. Anderson being duly sworn, deposes and says that he is the applicant (Name of individual signing contract) above named. (S)He is the Agent- Suffolk Environmental Consulting,Inc. (Contractor, agent, corporate officer, etc.) of said owner or owner., and is duly authorized to perform or have performed the said work and to make and file this application; that all statementsrc(ontamedunjlii' appl�pat ont are true to the best of this knowledge and belief; and that the work will be performed in the ' anner set foAh.in the application filed therewith. Sworn to before me this day of 2017 Notary Public Signature of Applicant Matthew D Ivans Notary Public of New York No 011''1605"X59 Qualilied in Suffolk County Commission Expues January 22, 20 iq • ,_�' _ ..:�`_ � __ __ •'w--�-. - ���� _ _ _-�-� ' - ,.�=tee," _, �I� ,s. _ �•- ___ �x5w M� � - -- �✓ - R _ I C ����ni .�4r�^`�P^,�'_^,p• �Y — l`� � �' .., ,�� s•.�.���ii �,„..�. s°h �-:,.-� .�;,�..Pr�;-�, ..��";:g vw;u°p'_�` ,,q i .9` '�,;,``'.�a'x'��tj"�"' ,✓,`��',n p ��o^N :.,i"`mai A";'.°=;a sr^ ;;��(�b! ���•^'.� '�'S"4 Y,��„ �._.;,,'"`` ad�x�.,�gw ^�A��9"y':,••- ,°'�r d� vs�..E ,ua u p �yy;^� ; ��sh�; �„� kvz_ '�+ / � r1~ �F�___�_ _`;�• � f'�.,yp7^.,.,w„� G%� .•�� ^ x.'� -_ ~^ -rw'my \fir* '�c iy�j n - -`•"��� � �re^�4�1 ''Ma oy�w v �� r 4Fm'-ti" _i) '•c��' aMa^ a+ .. Q`d^O ,' .-^ .•^-^...�1• T �.. e<Ia�a�.liW ,��.`"'e�1:��..�% 17,` as� r„ ���(-"'n� p.��� ;�:'a.-'..� �� .d�"���•..i'^•;."^fia ,.;,^o�� 'c?.,�.,.,� �^�1 �U"-til+zq�w,w'.-�;R�Si''YEA'�,''ti'i�`yT.Ck?AIY�t.'�'.•>agfA�'r,,u�^ciSY�`�Y;r�'�'�a��. -�l'rc`+',''£�..x�.Yr�f3�'',�+kek�Y'.a4.s!'6''Y-?�'fat'',l�E}+".+ :.#{tL$�4?V�1R”1Ez`kt�T1��32aa'`. °l.[f�t',i:�SA1�\�'.' ...�'�"t'b�•9'!�s�45r�'�'',;1�ji ;���'�i` \4e �, IV��n•^��• r�.(;rte- � 'BOARD OF SOUTHOLD TOWN TRUSTEES - 1 SOUTHOLD,NEW YORK PERMIT NO. 9297 DATE: AUGUST 15,2018 ISSUED TO: TIMOTHY &NANCY LEE HILL yt{�a-a�• g �J`,� PROPERTY ADDRESS: 360 OAK AVENUE, SOUTHOLD SCTM# 1000-77-2-2 •'c0�p q ^�c''Fi AUTHORIZATION tg Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in ' accordance with the Resolution of the Board of Trustees adopted at the meeting held on August 15, 2018, and s in consideration of application fee in the sum of$250.00 paid by Timothy&Nancy Lee Hill and subject to they Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits ;f R the following: • 9{Y Wetland Permit for the as 25.4'x12.3' (312.4sq.ft.) seaward side deck; propose to 't *, < , t a ` construct a 129x40.3' (483.6sq.ft.)one-story addition on westerly side; propose to construct a - 14.8'x12.3' (182sq.ft.),at grade patio with 3.510.5' (12.25sq.ft.) steps to grade; and as depicted on the survey prepared by Peconic Surveyors,P.C.9 dated May 14 2018 and stamped approved on August 15,2018. °tea IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this. ' Wsaf FGJ�' FAr s"i `►® ... h° OF✓' > AAS ®�` 4� i/ ,°u�?$rad'.�iGi'�7�7d?'F.7 +7i$n'�'Sx`.t4ii+e�?�ihY,t�'.�.J'.7!'N�f`etYfi`tX7.-.Y�3aaT "fit7FasZfu�t'ri3,i0."tP�+'�rXX.�'a'T2i'✓x§°`="�"�Yii.YAC.�uA�;��?.'d�KK�JA`+.�ti+°. r�i5ri63•�3`�YCs/�a��FTfL�'A"t)ifletia5''�rR�t�i%�1�5�3'€$>Y?�e��.?rz'�',..ril`vSk'•[S'�;.�5?d� .A7i4�,\� .. _ �, :� � d- :1,J �; ;`pry, � -�:-• � �-., r '� ,,,,lF•. �_ t��p \.-Yv �h �.1. �• _.F � / .7•,��ryE� ..Lc�.-� J -:.-rte.� vsA(. J -�� _ �c*•• �¢^�• • •'"So'�� - q� s'ad '� si :. �' .gat". _ tel` ,t,6� �a _ a `g,. ��= ,cb''�y 9''�`,�s°tr,'-'•`„��;' e�a`�•.�.�....""',�,W"�s9� ! g9���6A� �9e... ;.����'F a'N ��o',n.,: •tcA�A�g a�rd, _ "••;��ik� v��l�...`t., '��A,d�b �96ea�°, v - - ,.�a�±G��. Py�0.ao.x ,.y - --"�4.°„a4 �..Ma&b-;°�`— ,, xn;na�P�' ➢'s {` ,y _�ewt' o a”�-= ;✓;r.:Gg,�@'P„e ��s.TM=�_v. N� �`;a oao«.d ,$u- TERMS AND CONDITIONS The Permittee Timothy&Nancy Lee Hill,residing at 360 Oak Avenue, Southold, New York, as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages,of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will,at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this,Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant,request for an extension may be made to the Board at a•later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained.. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if,in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required,upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 10. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in orderto perform the permitted work nor does it authorize the impairment of any rights, title,or interest in real or personal property held or vested in a person not a party to the permit. Michael J.Domino,President ��OF sqy0 Town Hall Annex John M. Bredemeyer III,Vice-President ,`O l0 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold, New York 11971 A. Nicholas Krupski G � p Telephone(631) 765-1892 Greg WilliamsO Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD February 13, 2019 Bruce A. Anderson Suffolk Environmental Consulting, Inc. 2322 Main Street P.O. Box 2003 Bridgehampton, NY 11932-2003 RE: TIMOTHY-& NANCY HILL 360 OAK AVENUE, SOUTHOLD SCTM#: '1000-77-2-2- Dear Mr. Anderson: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, February 13, 2019: RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#9297 to reconstruct the 12.3'x26.2' seaward side deck in-place and in-kind; with the condition to establish and perpetually maintain a,10' wide non-turf buffer landward of the concrete seawall; and as depicted on the survey prepared by Peconic Surveyors, P.C., dated January 24, 2019, and stamped approved on February 13, 2019. The Permittee is required to provide evidence that the non-turf buffer condition of the Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, Michael J. Dorliino President, Board of Trustees MJD:dd Michael J.Domino,President S0 Town Hall Annex John M. Bredemeyer III,Vice-President 54375 Route 25 h0 l0 P.O. Box 1179 Glenn Goldsmith Southold, New York 11971 A. Nicholas Krupski G Telephone(631) 765-1892 Greg W,` 1� Fax(631) 765-6641 ycouMy,,�a�' JUL 3 1 2019 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD RUJIDNG DE' F5 OrI??s OF g,yD CERTIFICATE OF COMPLIANCE # 1583C Date: June 28, 2019 THIS CERTIFIES that the reconstruction of 12.3'x26.2' seaward side deck in-place and in- kind,• propose to construct a 12'x40 3' (483 6sq ft)one-story addition on westerly side; propose to construct a 14 8'x12 3' (182sq ft)at grade patio with 3.5'x3.5' (12 25sq ft)steps to grade: as-built outdoor kitchen/grill area wall measuring 8.6' x 2.5' and 3.35' high along the seaward side and wall along the existing deck measuring 1.05' x 7.87' and 2.9' high adjacent to existing deck and dwelling, with the condition to establish and perpetually maintain a 10' wide non-turf buffer landward of the concrete seawall; At 360 Oak Avenue, Southold Suffolk County Tax Map#1000-77-2-2 Conforms to the application for a Trustees Permit heretofore filed in this office Dated June 18,2018 pursuant to which Trustees Wetland Permit#9297 Dated August 15,2018,was issued and Amended on February 13, 2019 and Amended again on June 19,2019 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for reconstruction of 12.3 9x26.2' seaward side deck in-place and in-kind, propose to construct a 12'x40 3' (483 6sq ft) one-story addition on westerly side; propose to construct a 14 8'x12 3' (182sq ft)at grade patio with 3.5'x3.5' (12.25sq.ft.)steps to grade; as-built outdoor kitchen/grill area wall measuring 8.6' x 2.5' and 3.35' high along the seaward side and wall along the existing deck measuring 1.05' x 7.87' and 2.9' high adjacent to existing deck and dwelling,with the condition to establish and perpetually maintain a 10' wide non-turf buffer landward of the concrete seawall. The certificate is issued to Timothy&Nancy Lee Hill owners of the aforesaid property. • L.-.0 Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY•P Stony Brook,50 Circle Road,Stony Brook,NY 11790 P (631)444-0365 1 F.(631)444-0360 www.dec.ny gov LETTER OF NO JURISDICTION TIDAL WETLANDS ACT July 6, 2018 Timothy J. & Nancy Lee Hill 23 Oxford Rd. White Plains, NY 10605 Re: DEC# 1-4738-02381/00003 Hill Property 360 Oak Ave. Southold, NY 11971 SCTM# 1000-077-02-002 Dear Mr. Hill: Based on the information you have submitted; the New York State Department of Environmental Conservation has determined that: The portion of the referenced property which is located landward of a functional and substantial man-made structure (a concrete seawall) greater than 100' in length, constructed prior to 8120177, as shown on the survey prepared by,Roderick Van Tuyl on July 8, 1977, is beyond the jurisdiction of Article 25 (Tidal Wetlands). Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act. ,Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project(i.e. a 15'to 20'wide construction area)or erecting a temporary fence, barrier, or hay bale berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, George W. Hammarth Permit Administrator sla cc:. Suffolk Environmental Consulting MHP file NEv/YORK Department of STATE OF OPPORTUNITY Environmental Conservation FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: December 14, 2017 TO: Bruce Anderson (Hill) PO Box 2003 Bridgehampton,NY 11932 Please take notice that your application dated December 7, 2017: For permit to legalize an"as built" deck addition and to construct additions and alterations to an existing single-family dwelling at: Location of property: 360 Oak Avenue, Southold,NY County Tax Map No. 1000— Section 77 Block 2 Lot 2 Is returned herewith and disapproved on the following grounds: The "as built" deck addition and the proposed construction to this existing single-family dwelling, on a non-conforming 11,200 square foot lot in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-124, non-conforming lots; which states lots containing less than 20,000 sq. ft. are permitted maximum lot coverage of 20%. The survey shows the lot coverage at 24.9%. Authorized natu Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. o�os�FFot,��o Office Location Telephone (631) 765-1809 Town Annex/First Floor 54375 Main Road Fax(631) 765-9064 D •� Southold, NY 11971 http://southoldtownny.gov y ! Mailing Address I�[ P.O.Box 1179 Southold, NY 11971-0959 D 1EC201V2 D ZONING BOARD OF APPEALS MAY 2 9 2018 Town of Southold C IVED BUDDING DEPT. alwl INDINGS,DELIBERATIONS AND DETERMINATION _ I D - l TOWN OF SOUTHOY.D MEETING OF MAY 17,2018 MAY 2 3 2018 1�GC.Y..E'2 ZBA FILE: 7155 uthold Town Clerk NAME OF APPLICANT: Timothy J. and Nancy Lee Hill LOCATION OF PROPERTY: 360 Oak Avenue, Southold NY SCTM No. 1000-77-2-2 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated_January 29, 2018 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated April 25, 2018. Based upon the information provided on the LWRP Consistency Assessment Form submitted, as well, as the records available, it is recommended that the proposed actions INCONSISTENT with policy standards, and therefore are INCONSISTENT with the LWRP. Recommendations are as follows: Policy 5.1: Prohibit direct or indirect discharges that would cause or contribute to contravention of water quality standards. The "area of septic" is concerning due to close proximity to surface waters. More information is requested on the existing system construction and function to avoid impacts to ground and surface water quality. Polic�y6.3: A. Protect and restore tidal and freshwater wetlands. The applicant is required to comply with Trustees regulations and recommendations as set forth in Trustee permit conditions. The"as built"deck addition was not built with the benefit of a Board of Trustees Wetland Permit. D. Provide adequate buffers between wetlands and adjacent nearby uses and activities in order to ensure protection of wetland's character, quality, values, and functions. It is recommended that a vegetated, non-turf buffer(10'wide) is required landward of the concrete wall to further this policy. s Pag6 2, May 17, 2018 #7155, Hill SCTM No. 1000-77-2-2 Furthermore, it is the Coordinator's determination that more than the code permitted maximum lot coverage of 20% is not discordant with the surrounding community character (single family residences and neighborhood setting) and that the action as CONSISTENT with the LWRP provided the aforementioned recommendations are implemented to reduce impacts from the proposed construction. BASIS OF APPLICATION: Request for a Variance from Article XXIII, Section 280-124 and the Building Inspector's December 14, 2017 Notice of Disapproval based on an application for a building permit to legalize an "as built" deck addition and to construct additions and alterations to an existing single family dwelling; 1) more than the code permitted maximum lot coverage of 20%; located at: 360 Oak Avenue, Southold,NY. SCTM#1000- 77-2-2. RELIEF REQUESTED: The applicant requests variances to legalize an existing 12.3 ft. by 28.2 ft. "as built" raised open deck attached to the seaward side of the existing single family dwelling and to construct a one story addition to the dwelling on the westerly side measuring 40.5 ft. by 12 ft., and to expand the as built deck with a 12.3 ft. by 14.8 ft. addition. The proposed deck addition is to square off the northwest corner of the dwelling and all as-built and proposed construction will increase the lot coverage to 24.9% AMENDED APPLICATION: During the hearing, the applicant was asked to bring the plan into more conformity with the code. On May 16, 2018, the applicant submitted a revised survey, dated May 14, 2018 depicting the amended relief showing a proposed patio at grade replacing the prior proposed deck addition,with the lot coverage amended to 23.1%; all of which brought the plan into more conformity with the Town Code. ADDITIONAL INFORMATION: The applicant's representative presented an aerial map of the subject community depicting the proposed construction of the subject residence and a comparison of the surrounding homes. A letter dated May 2, 2018 from the applicant's engineer was also submitted to the Board which evaluates the proposed installation of a subsurface sanitary system to be compliant with Suffolk County Department of Health, and further asserts that the sanitary system will fit in the front yard after the construction of additions. Additionally, the applicant's representative submitted the following comparative neighborhood variances that have received yard setback and lot coverage relief as follows; Appeal # 6721 dated February 25, 2014, Appeal No. #6475 dated July 17, 2011, and Appeal #5816 dated July 25, 2014. Prior variances were granted for no more than 23.3% lot coverage relief. As indicated above, On May 16, 2018, the applicant submitted a revised survey; dated May 14, 2018 for the amended relief requested which depicts a proposed patio at grade replacing the deck addition and the lot coverage proposed as 23.1%. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on May 3, 2018 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the AMENDED relief for will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The subdivision known as Goose Bay Estates was approved in 1934 according to the submitted survey. Throughout the years a majority of the homes in this private community have been increased in size from small cottages, some of which have received area relief variances from the Zoning Board. Page 3, May 17, 2018 #7155, Hill SCTM No. 1000-77-2-2 2. Town Law 267-b(3)(b(2). The benefit sought by the applicant cannot be achieved by some method for the applicant to pursue, other than an area variance, since the as built deck does not comply with the Town Code and the proposed one story addition and deck expansion will require relief for excessive lot coverage. 3 Town Law 267-b(3)(b)(2): The variance requested for lot coverage AS AMENDED of 23.1% is mathematically substantial, representing 15.5% relief from the code. However, in prior variances in the neighborhood for excessive lot coverage, the Board of Appeals granted no more than 23.3% lot coverage which is comparable to what the applicant proposes, as AMENDED at 23.1% 4. Town Law 4267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood as long as the applicant complies with the recommendations of the LWRP coordinator. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 4267-b(3)(N(5). The difficulty has been self-created. The applicant purchased the parcel after"the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law $267-b. Grant relief as AMENDED is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an addition to a single family dwelling and "as-built" deck while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Goehringer, seconded by Member Weisman (Chairperson), and duly carried,to GRANT THE RELIEF AS AMENDED to legalize the "as-built" 12.3 ft. by 25.4 ft. deck, and approve the additions and alterations to the single family dwelling proposed for the westerly side of the dwelling, as shown on a survey prepared by John T.Metzger,L.S. last revised May 14, 2018 indicating proposed lot coverage of 23.1%. SUBJECT TO THE FOLLOWING CONDITIONS: 1. Applicant shall follow all of the recommendations of the LWRP Coordinator in the Memorandum dated April 25, 2018 and cited herein. 2. The applicant must apply to the Building Department for a building permit for the "as built" deck addition within 30 days of the date of this decision and submit same to the Office of the Zoning Board of Appeals. 3. The applicant must obtain a Certificate of Occupancy from the Building Department for the "as built" deck addition and submit same to the Office of the Zoning Board of Appeals within six months of this decision or a written request for an extension to the Board of Appeals setting forth the reason(s)why the applicant was unable to obtain a Certificate of occupancy in the time allotted. 4. The "as built" deck addition may not be used until a Certificate of Occupancy has been obtained 5. The"as built"deck addition must remain unenclosed and open to the sky 6. At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void - That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Before appying for a building permit, the applicant or agent must submit to the Board of Appeals for approval and filing, two sets of the amended survey with recalculation of lot coverage and architectural drawings, conforming Pag6 4, May 17, 2018 #7155, Hill SCTM No. 1000-77-2-2 to the relief granted herein. The ZBA will forward one set of approved, stamped drawings to the Building Department. Failure to follow this procedure may result in the delay or denial of a buildingpermit, and may require a new application and public hearing before the Zoning Board of Appeals. Pursuant to Chapter 280-146(13) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one(1)year terms. Vote of the Board: Ayes:Members Weisman(Chairperson), Goehringer,Dantes,Acampora, and Planamento. This Resolution was duly adopted(5-0). eslie Kanes Weisman Chairperson Approved for filing /20 IS BOARD MEMBERS ��F SOU Southold Town Hall Leslie Kanes Weisman,Chairperson Tiff 53095 Main Road•P.O.Box 1179 !p Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes cra ,e Town Annex/First Floor,Capital One Bank Gerard P.Goehringer • �O 54375 Main Road(at Youngs Avenue) Nicholas Planamento IiYCOU Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 May 21, 2018 Bruce Anderson Suffolk Environmental Consulting, Inc. P.O. box 2003 Bridgehampton,NY 11932 Re: ZBA Appeal No. 7155 Hill,-360 Oak Avenue, Southold SCTM No. 1000-77-2-2 Dear Mr. Anderson; Transmitted for your record is a copy of the Board's May 17, 2018 AMENDED Findings, Deliberations and Determination, the original of which was filed with the Town Clerk regarding the above variance application. Before commencing any construction activities, a building permit is necessary. Please be sure to submit an application along with a copy of the attached determination to the Building Department. Sincerely, Kim E. Fuentes Board Assistant Encl. cc: Building Department t 'b BiDARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ��oF $o(/ry0 53095 Main Road•P.O.Box 1179 !� Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor,Capital One Bank Robert Lehnert,Jr. • �O 54375 Main Road(at Youngs Avenue) Nicholas Planamento OIiY�,OU Southold,NY 11971 http://southoldtowmy.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631) 765-1809•Fax(631)765-9064 40 July 9, 2018 0 4pk Bruce Anderson Suffolk Environmental Consulting, Inc. P.O. Box 2003 Bridgehampton,NY 11932-2003 RE: Request for Extension Appeal No. 7155,May 17,2018 Timothy & Nancy Hill 360 Oak Avenue, Southold SCTM No. 1000-77-2-2 Dear Mr. Anderson; I received your correspondence, dated June 30, 2018, requesting a six month extension to comply with the Zoning Board's condition(#2) which requires that your client to apply to the Building Department for a building permit for an"as built" deck within 30 days from the date of the Zoning Board of Appeals' decision as cited above. Your letter explains that the Building Department requires that all agency permits be obtained and included with any submission for a building permit application, and that you have not yet received approval from The Southold Town Trustees, although an application to that agency was filed on June 15, 2018. Based upon these circumstances, the Board grants your request for an extension of six months from the date of this letter to comply with the aforementioned Zoning Board of Appeals condition. Please be advised that if you are not able to comply with the condition within the new time frame,you should request an additional extension in writing. Feel free to contact our office if you have any further questions or concerns. I will instruct the office to send a copy of this letter with your request to the Building Department. Si , �- o [EC[E0V[2 Leslie Kanes Weisman D Chairperson JUL 1 0 2018 cc: Michael Verity, Chief Building Inspector BUILDING DEPT. TOWN OF SOUTHOLD r ti Suffolk Environmental Consulting, Inc. Newman Village,Suite'E,2322 Main Street,P.O. Box 2003,Bridgehampton,New York 11932-2003 (631) 537-5160 Fax: (631) 537-5291 Bruce Anderson,M.S.,President June 30,2018 RECEIVED Southold Board of Zoning Appeals Southold Town Building Department JUN 2 9 2018 P.O. Box 1179 Southold, NY, 11971 ZONING BOARD OF APPEALS Re: HILL Property Situate: 360 Oak Avenue,Southold, NY SCTM#: 1000-77-2—2 Dear Members of the Board, hereby request an extension of six months to comply with special condition#2 which requires the application to the Building Department for a building permit for the as built deck addition within 30 days of the date of appeal as it would be impossible to comply with that condition. The Building Department requires that all permits be obtained and included in any submission for a Building Permit. Please be advised that we filed for a wetland permit with the Southold Town Trustees on June 15,2018. Thank you in advance for your anticipated-cooperation. Yours truly, Bruce A.Anderson D 1EC[25'V[2 D JUL 1 0 2018 BUMDI NG DEPT. TOWN OF SO OLD Lq 30-� � BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ��OF So(/r�o 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes CA Town Annex/First Floor, Robert Lehnert,Jr. iQ 54375 Main Road(at Youngs Avenue) Nicholas Planamento lj%O� Southold,NY 11971 http://southoldtownny.gov ZONING BOARD,OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 \ December 27, 2018 Bruce Anderson Suffolk Environmental Consulting, Inc. DEC 2 7 2018 P.O. Box 2003 Bridgehampton,NY 11932-2003 RE: Request for Second Extension Appeal No. 7155 ` Timothy & Nancy Hill ' 360 Oak Avenue, Southold SCTM No. 1000-77-2-2 Dear Mr. Anderson; I received your correspondence, dated December 18, 2018, requesting another six month extension to comply with the Zoning Board's condition (#2) which requires that your client apply to the Building Department for a building permit for an"as built" deck within 30 days from the date of the Zoning Board of Appeals' decision as cited above. On July 9, 2018, a first extension was granted by this Board for-a six month period ending January 9, 2019. Your letter explains that while construction of the dwelling addition is far along, time is requested to fully complete all construction activities and apply for a Certificate of Occupancy in late Spring of 2019. Based upon these circumstances, the Board grants your request for a second extension of six months beginning January 9, 2019 to comply with the aforementioned Zoning Board of Appeals condition. Feel free to contact our office if you have any further questions or concerns. I will instruct the office to send a copy of this letter with your request to the Building Department. g s Weisman Chairperson cc: Michael Verity, Chief Building Inspector ` Suffolk Environmental Consulting, Inc. Newman Village,Suite E,2322 Main Street,P.O. Box 2003,Bridgehampton,New York 11932-2003 (631) 537-5160 Fax: (631) 537-5291 Bruce Anderson,M.S.,President % Hand Delivered ®EC 151 December 18, 2018 _— i Southold Board of Zoning Appeals Southold Town Building Department P.O. Box 1179 Southold, NY, 11971 Re: HILL Property Situate: 360 Oak Avenue,Southold, NY SCTM#: 1000—77-2—2 Appeal#: 7155 Dear Members of the Board, I hereby request an additional extension of six months to extend the in-force zoning determination set to expire on January 9, 2019. While construction of the dwelling addition is far along,time is requested to fully complete all construction activities and apply for a Certificate of Occupancy in late Spring, 2019. Thank you in advance for your anticipated cooperation. Yours truly, Bruce A.Anderson CC. T. Hill BtbARD MEMBERS ��OF S0!/Tgo Southold Town Hall Leslie Kanes Weisman',Chairperson 1p 53095 Main Road•P.O.Box 1179 .�, Southold,NY 11971-0959 Patricia.Acampora T Office Location: Eric Dantes �Q Town Annex/First Floor, Robert Lehnert,Jr. Ol 54375 Main Road(at Youngs Avenue) Nicholas Planamento yC00lm,��` Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)1765-9064 �^ June 21, 2019 Bruce Anderson ' Suffolk Environmental.Consulting, Inc. a` JUN 21 2019 P.O. Box 2003 Bridgehampton,NY 11932-2003 RE: ' Request for Third Extension PrIT:n7-i '-n7 PT. Appeal No. 7155 l Timothy & Nancy Hill 360 Oak Avenue, Southold SCTM No. 1000-77-2-2 Dear Mr. Anderson; I received your correspondence, dated June 17, 2019, requesting a one month extension to comply with the Zoning Board's condition (#2)which requires that your client apply to the Building Department for a building permit for an "as built" deck within 30 days from the date of the Zoning Board of Appeals' decision as cited above. On July 9, 2018, a first extension was granted by this Board for a six month period ending January 9, 2019, and on December 27, 2018, a second extension was granted to expire on July 9, 2019. Your letter explains that the purpose of the extension is to allow time in which to obtain a Certificate of Compliance from the Trustees so that the Building Department can issue a,Certificate of Occupancy closing out the Building Permit file for this project. Based upon these circumstances, the Board grants your request for a third extension for one month beginning July 9, 2019 to comply with the aforementioned Zoning Board of Appeals condition. Feel free to contact our office if you have any further questions or concerns. I will instruct the office to send a copy of this letter with your request to the Building Department. JSine[Kane§ Weisman Chairperson cc: Michael Verity, Chief Building Inspector Suffolk Environmental Consulting, Inc. Newman Village, Suite E,2322 Main Street,P.O. Box 2003,Bridgehampton,New York 11932-2003 (631) 537-5160 Fax: (631) 537-5291 Bruce Anderson,M.S.,President �, -11 �< RECEIVED JUN 19 2019 June 17, 2019 ZONING BOARD OF APPEALS Southold Board of Zoning Appeals Southold Town Building Department P.O. Box 1179 Southold, NY, 11971 Re: HILL Property Situate: 360 Oak Avenue,Southold, NY SCTM#: 1000–77-2–2 Appeal#: 7155 Dear Members of the Board, I hereby request an additional extension of one month to extend the in-force zoning determination set to expire on July 17, 2019. The purpose of the extension is to allow sufficient time in which to obtain a Certificate of Compliance from the Trustees so that the Building Department can issue ZA Certificate of Occupancy closing out the Building Permit file for this project. Thank you in advance for your anticipated cooperation. urs trul , AA— J Bruce A.Anderson CC. T. Hill Scott A. Russell ��°S� k 1F01KN[WA\T1E1K SUPERVISOR J � MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 v' 53095 Main Road-SOUTHOLD,NEW YORK 11971 o tea- Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) SEP 11 .201 _ DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. E]CK C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. (�❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. IRE] E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑® F. Installation of new or resurfaced 'impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT- (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date: /� District A Q NAME- -s VNL A- �AaVJ®K. 77 Z 1Z �1 1 S i Section Block Lot — A. ?, p FOR BUILDS`G DEPART�•lEN t�E ONLY Contact Information: 6,3 I..S37.S''(*V Tdephwe yUlllhb Reviewed By. late: 6 -A - Property Address /Location of Construct ton Work: — — — — — — — — — — — — — — — — — 36O OOLk AVe— . ❑ Approved for processing Building Permit. Stormwater Management Control Plan Not Required. So�ioldl - - - - - - - - - - - - - - - - Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review) FORM # SMCP-TOS MAY 2014 r APPLICANT. S.C.T.M. #: 1000 d (Property Owner,Design Professional, gent, ontractor,Other) �— 0 /�5„� CHAPTER 236 j� '77 2 z Stormwater Management Control Plan CHECK LIST hiji/11111111q, NAME. �f11� oi. Section Block —Lot ox S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. 7— Date: * The applicant must provide a Complete Explanation and/or Reason for not providing r A. %S37—S�Gd Q—S—!$ °1 � all Information that has been Required by the following Checklist! 7akMwn.N lb 1. A Site Plan drawn to scale Not Less that 60' to the inch MUSTIf You answered No or NA to any Item, Please Provide Justification Herel show all of the following items YES NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries FV71=1= DRAINAGE INSPECTIONS ARE REQUIRED b. Total Site Acreage. Contact TOS Engineering at /b5_-1b60 beffure c. Existing - Natural & Man Made Features within 500 L.F. Backfill, OR Provide Enginee s Certification of the Site Boundary as required by §236-17(C)(2), that the drainage has been installed to Code- - d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. =0© iS f. ,Existing & Proposed Contours of the Site (Minimum z Intervals) �� te.*• V v"pvti g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements &utilities. h. Spot Grades & Finish Floor Elevations for all existing & �� proposed structures, 1. Location of proposed Swimming Pool and discharge ring. 1XII Wo t j. Location of proposed Soil Stockpile Area(s). 1EK:11 A,% •,�„ r,}�.� • k. Location of proposed Construction Entrance/Staging Area W. = I. Location of proposed concrete washout area(s). m. Location of all proposed erosion&sediment control measures. FItOSION &SEDIMENT 2. Stormwater Management Control Plan must include Calculations showing de but not be limiteii that the stormwater improvements are sized to capture,store,and infiltrate maintained Construction Entrance, on-site the run-off from all impervious surfaces generated by a two(Z')inch 00 It Fencing,stabilization r rainfall/storm event. I 1 and/or inactive -� 3. Details&Sectional Drawings for Stormwater practices are required for approval. Seeding of evPQ'.;ed I 1 Items requiring details shall include but not be limited to: a. Erosion & Sediment Controls. Ile I0 b. Construction Entrance & Site Access. v - ; ��r {�.r•.. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) rq-r I)EPTO d. Leaching Structures (e. . infiltration basins,swales,etc.) FOR L•:NGINIE'EiList - PAi'Ir • ,N'1' USE ONLY * j Additional Information is Required. Reviewed & Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: Z i SMCP has been approved by the Engineering Department. FORM * SWC CheckOS MAY 2014 �511ffOL,��, BUILDING DEPARTMENT-Electric ' TOWN OF SOUTHOLD U l Town Hall Annex - 54375 Main Road Box 1179 D � • Southold, New York 11971 0959 NOV 1 9 2018 Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richertCaD-town.southold'.ny..uBLTMDD;G DEPT. TOWN OF SO OLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: Name: License No.: email: Address: �( vaw�cuc — Phone No.: ac(& L} JOB SITE INFORMATION: (All information Required) Name: c �' l Address: i Cross Street: Phone No.: Bldg.Permit#: T501 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) &ddt-*i v-i 1, -- - 't5b o - 'i 113 Circle All That Apply: Is job ready for inspection?: YE (�Rou h I Final Do you need a Temp Certificate?: / NO Issued On Temp Information: (All infordiation required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect- Service Reconnected -Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Ins ecdon Form.xis Q P Suffolk Environmental Consulting, Inc. Newman Village,Suite E,2322 Main Street,P.O.Box 2003,Bridgehampton,New York 11932-2003 (631) 537-5160 Fax: (631) 537-5291 Bruce Anderson,M.S.,President HAND DELIVERED December 7, 2017 Damon Rallis—Plans Examiner Town of Southold P.O. Box 1179 Southold, NY 11971 Re: Timothy and Nancy Lee Hill 360 Oak Avenue —Southold SCTM 1000-77-2-2 Dear Mr. Rallis, Request is hereby made for a Notice of Disapproval that will authorize us to proceed with an application for zoning variance.Attached herewith please find the following: • Application for Building Permit; • Survey prepared by Peconic Surveyors last dated November 29,2017;and • Check made payable to the Town of Southold in the amount of$50. Kindly prepare requested updated Notice of Disapproval at your earliest opportunity.Thank you in advance for your anticipated cooperation. Yours tr ly, • Bruce Anderson cc: T. Hill oF soUry®� Town Hall Annex Telephone(631)765-1802 54375 Main Road cas Fax(631)765-9502 P.O.Box 1179 G ®@ Southold,NY 11971-0959 lyC®UN N BUILDING DEPARTMENT TOWN OF SOUTHOLD July 10, 2019 Timothy Hill 23 Oxford Road White Plains, New York 10605 RE: 360 Oak Avenue,Southold Note: An updated survey is required before the Certificate of Occupancy can be issued as requested by the Building Inspector. TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Electrical Inspector 631-765-1802) A fee of$50.00. Final Survey with Health Department Approval. Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final_,Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer Spray Foam Insulation certification from a NYS licensed architect or engineer BUILDING PERMIT: 43071-Z additions/alterations ROOF AREA = 23891FT. In 2389 5F X 2" X 1 = 3`18.2 GF z PARKING AREA ,s 34' X 30' ° 1020 5Q.FT. 1020 5F X 2" X 1 = 170 GF W LLJ m :h TOTAL = 568.2 GF 566/42.22 - 13.46 LF OF 6' DIA. > >-! ' .fz Q z PROVIDE (3) DRY WELLS 8' DIA. X 5' DEEP Q ,H 0 JO 0 o 'r Fr " 0 }� �s W a. n T6 LLJ JXLLI Z 1 J = LLI 0- 1— n EROSION &SEDIMENT CONTROLS O O o \ \ Shall include but not be limited to: W C_ eP A well maintained Construction Entrance, 50 , Wire Backed Slit Fencing, stabilization & O �d Seeding of exposed and/or inactive soils. p`0 1`sCry O DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before s Backfill, OR Provide Engineer's Certification �' ,`� • "` that the drainage has been installed to Cods- APPROVAL OF STORMWATER MANAGEI1AENt COMTRO P •To n code er 236 DRAWN BY: JF/LY Date:9/26127 TE5T HOLE DATA Approved by: MGDONALO GE05GIENGE 09/29/2017 OCTOBER 4, 2017 MIXED SAND LOAM, &RAV L DROWN SILTY SAND 5M SCALE: 1"=30° PALE DROWN FINE 5AND 5P 7 DROWN SILTY SAND 5M SHEET NO: WATER IN DROWN SILTY SAND 5M WATER IN PALE DROWN FINE 5AND 5P 18' NOTE- WATER ENCOUNTERED 11.5' DELOW 5URFACE 1OW-77-02-02 FISGHETTI ENGINEERING CAST IRON INLET360 OAK AVEN` - 1725 HODAKT RD. GRATE h FRAME PROPERTY — 5OUTHOLD, NY. 11971 GRADE AODRE55- 5OUTHOLD, NY.. 631-765-2954 =1111 ri, _ CLEAN SAND @ GRAVEL. B' DIAMETER z B' DEEP PRECAST CONCRETE LEACHING RING. f PROV =11111 fm 0cp ,000 o �, a • �o 0 ao ® $ rs 0 eel � 0);, fe v -V% Ao pcf�°p• Z�ot'Ei e.p <c \ RD pN <oA \ � \ '� w o, \ Ph tion �/ o� �j x i <o� •c hNoo 71\ AOS 00 IL P* ;oo -\ X'\ Np IM ` 0 \ (VJ 00 C� 00 \ \}(\Q bo � V 3 bo o c B 0 t Al u D1 TEST HOLE DATA Al MGDONALD GE05,UENGE 09/29/2017 EL.12.0' MIXED SAND L- DROWN 51LTY ---- 3' PALE DROWN F ---- 7' DROWN SILTY ---- 11.5' WATER IN DRC ---- 12' WATER IN PALE 1001-5 AREA=11,200 SQ. FT. 16' D OR NOTE' WATER ENGOUNTER GRASS SHOULDER Se,.Tu A, L&"_/1_ut_Vt ' F AREA.TYPICAL CAST IRON INL�? _ PIZOPFRII• 36!?�Ae AVENl1E i CRATE&FRM GRADE = ACME55' 50; NY. 11971 6 _ =11111- IIF 3 cm I)EI CA ®®®®® y ®®®®® CLEAN SAND & 13® n® GRAVEL 8' DIAMETER x 8' ®®® DEEP _ ®® PRECAST CONCRETE O 12 =LEACHING RING. 0120 I = ®Em IIIII�------ Lll�lllll l CLEAN LAND S GRAVEL 00 I c 1 GROUND �0 WATER 2'-0" 8'-0"Dla. 2'-0" Min. n. o 0 0 Typical Section @ Leaching Pools O GRASS SWALE DETAIL Scale : NTS 0O S ZOvq eetl f 1k) lo � 11'-0•NA1L 4bC, , yob 111/0* OF i`ON / PERSPECTIVE VIEW Eo F°�- N 0.� <c �� , \ SCALE: NTS < �,\ Ng\r• `b 0, \ 0 �x 38" MINIMUM 2x2 <O \ FENCE POST WOVEN WIRE FENCE IS x 6 -10110 WWF) \ t Z � FILTERCLOTH gi S 9x ` EMBED FILTER CLOTH EX 10 *�j�0 MIN. 6" INTO GROUND Z LN f" f i' Q � 111 -- ---- - NOTE: - 70 lL� 1( `O MAXIMUM DRAINAGE AREA �\ 112 ACRE 1 100 LINEAR FEET SECTION DETAIL SILT FENCE DETAILS SCALE: NTS O bO O (Ts TEST HOLE 4 - WETLANDS FLAG FLOOD ZONES FROM FIRM 36103G0166H 5EPTEMSER 25, 2009 ELEVATIONS ARE REFERENCED TO NGVD 56 THE LOCATION OF_PUBLIC, WATER, WELL5 AND GE55POOL5 AREA=11,2G SHOWN HEREON ARE FROM FIELD 055ERVATION5 AND OR FROM DATA 05TAINED FROM OTHER5. N TEST HOLE I)ATA MGDONALD GE05GIENGE 09/29/2017 EL-120' SURVEY OF PROPERTY MIXED SAND LOAM, GRAVEL GROWN SILTY 5AND 5M AT SOUTHOLD -- 3 TOWN OF SOUTHOLD PALE BROWN FINE 5AND SP -- 7 BROWN SILTY 5AND 5M SUFFOLK COUNTY, N. Y. -- 115' 1000-77-02q-02 WATER IN BROWN SILTY SAND SM SCALE. 1'=cJO. WATER IN PALE BROWN FINE 5AND 5P SEPTEMBER 13, 2017 NOVEMBER 29, 2017 (LOT COVERAGE) 18' MAY 14, 2018 (REVISED PROPOSED) NOTE- WATER ENCOUNTERED 11.5' BELOW 5URFAGE oo EX 15T I NCS LOT GOVERAGE qjo °oL , �o HOUSE + DECK • SQ FT. /� 2126/11200 18979% RECEIVE® c� (V MAY A S 2018 PROP05ED LOT COVERAGE EXI5TING HOU5E + DECK • 2099 5Q. FTO ZONING BOAR®OF APPEALS PROP05ED ADDITION • 486 5Q FT. -``0 � 2585/11200 V 2585 5Q. FT.2317 � , Ve, / O Zv 20 / Bldg Dept copy from ZBA ., 00� Final rF•:;Qr��mentS <• �i ZBA File # ` •- �\/ Date / O Jf 91 \o NJ VaNM2N��� \`j;'� ion <o x s v P,\30 Uy� PRO v� 5 NL ON \NG, t n(\+ <o P5 tiON�� <o� sEM��� e� Nst h��h t b t �,�� o EXOELR �'k 2 2 Y00 �j\ ` b q>5� \ \A010 00 \ e�O3E� GE ' ZP "\ — - - !!� tr•� .., ORPR i.. *..., , \ Ems• •` ,'�` tel` VN \AO Nom tt X01 r Ott t <v O. 5000 •t� `� ��� `t LONG E= �: �450� O L°oy� 1261; 0 CHAPTER 236 COMPLIANCE DRAINAGE STORM HATER MANAGNINT CONTROL PLAN ROOF AREA • 2389 5QFT A SIORMWATSR DEPAMS 2389 5F X Y X I • 3982 GF PARKING AREA JOSEPH FISGHETTI, PE 34• X 30• • 1020 5QFT RY5 LIG NO 052510 pp 5F X 2• X I • 170 GF FI5UETTI E%1N:}7tING TOTAL • 5652 GF 525 HODART RD -IOL.. SOVTIIOLD. NY. IIYJI 568/4222 • 1346 LF OF 8• DIA. 631-765-2954 PROVIDE 131 DRY WELLS 8' DIA. X 5 DEEP = WETLANDS FLAG FLOOD ZONE5 FROM FIRM 36103GO166H - 5EFTEMBEK 25, 2009 ELEVATIONS ARE KEFEKENGEC) TO NGVD 88 LOT NUMDEK5 REFER TO "MAP OF 6005E DAY ESTATES" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON A ` NOVEMBER 13, 1934 A5 FILE NO 1176 �� ANY ALTERATION OR ADDITION TO TH15 SURVEY 15 A ND �fdY,S. LIG. NO. 4`1618 VIOLATION OF 5ECTION 7209OF THE NEW YORK STATE ^r- EDUCATION LAW. EXCEPT A5 PER 5EGTION AREA=11,20 SQ. FT, PF-CONIC 5URVEYOR5, P.G. 7209-5U6DIV1510N 2. ALL GERTIFIGATION5 HEREON ARE (631) 765 -5020 FAX (631) 765 - 1797 VALID FOR TH15 MAP AND COPIE5 THEREOF ONLY IF P O. 150X 909 SAID MAP OR GOPIE5 BEAR THE IMPRESSED SEAL OF THE SURVEYOR WH05E 51GNATUKE APPEARS HEREON 1230 TRAVELER STREET 5OUTHOLD, N.Y. 11`171 17--082 N TEST HOLE DATA MCDONALD GEOMAENGE 09_�_2O" SURVEY OF PROPERTY EL 12 O' MIXED SAND LOAM, GRAVEL BROWN SILTY SAND SM A T SO UTHOLD -- 3' TOWN OF SOUTHOLD PALE BROWN FINE SAND SP SUFFOLK COUNTY, N. Y. DROWN SILTY SAND 5M 1000-77-02-02 WATER IN BROWN SILTY SAND 5M SCALE: 1'=30' WATER IN PALE SEPTEMBER 13, 2017 BROWN FINE SAND SP NOVEMBER 29, 2017 (LOT COVERAGE) 18 MAY 14, 2018 (REVISED PROPOSED) NOTE, WATER ENGOUNTEKED 115' BELOW 5UKFAGE 00G "8000 EX 15T I N(7 LOT- GOVERAGE HOU5E + DECK • 2126 5Q. FT c 2126/11200 • 189% PKOP05ED LOT COVERAGE oQ` EXI5TING HOU5E + DECK 2099 5Q FT. O v PROPOSED ADDITION 466 5Q. FT 0 Q o ' 2585 SQ FT. 2585/11200 2311 toe, �c 11 f O� o' "' fU00j i � �O O 0 �� y q\O NJ\RONM2 \� /\-V�• ZOl� �0 O VPe;0FFO\,NIl000 \N y� �/ o� cse� \ON Ir— f7 \\A5 �cR• �. O �� \ \M\�00 OJE��GE c N \ NOvh \25 &P�� �oN E \EJb �\ FPM E �O. 00 Q \�Ow i p (� �`` N0�0 ! \2 \\3� EGA \.\ GE P•1Lo J N ( Jp- Fi-0 6 P GORE bvc 2)000 G°ohs ybb O CHAPTER 236 COMPLIANCE DRAINAGE STORY RATER MANAGMENNT CONTROL PLAN ROOF AREA - 7389 5QFT. A STORMRATER DZURS 2389 5F X 2- X I - 396.2 GF PARKING AREA J05EPH F15GHETTI, PE 34' X30' • 1020 SQFT N.Y5 LIG NO 052510 1020 5F X 4- X I • 170 GF F15C4e-TI ENGINMRING TOTAL - 568.2 GF 1725 HOBART RD 568/4222 • 1346 LF OF 6 DIA. 5OUTH0LD. NY 11971 631-765-2954 PROVIDE 131 DRY WELLS 6 DIA X 5' DEEP '= WETLANDS FLAG 1 OF Nein FLOOD ZONES FROM FIRM 36103G0166HT. `1 5EPTEM15ER 25, 200 ELEVATIONS ARE REFERENCED TO N&VD 88 LOT NUMDEK5 REFER TO "MAP OF 0005E DAY E5TATE5" FILED IN THE SUFFOLK COUNTY GLEKK'5 OFFICE ON NOVEMDEK 13, 1934 A5 FILE NO. 1176. .` ANY ALTERATION OR ADDITION TO TH15 SURVEY 15 A LAM .5. LIG. NO. 49618 VIOLATION OF 5EGTION 72090F THE NEW YORK STATE PECO RVEYOR5, P.G. EDUCATION LAW. EXCEPT A5 PER 5ECT I ON AREA=11200 SQ. FT. 7209-5UDDIV1510N 2. ALL GEKTIFIGATION5 HEREON ARE ' (631) 765 -5020 FAX (631) 765 - 1797 VALID FOR TH15 MAP AND GOPIE5 THEREOF ONLY IF P.0 Dox 909 SAID MAP OR C,0PIE5 DEAR THE IMPRESSED SEAL OF THE 1230 TRAVELER STREET SURVEYOR WH05E SIGNATURE APPEARS HEREON 1 082 SOUTHOLD, N.Y. 11971 TEST HOLE DATA - MCDONALD GE05CIENC-E EL.12 O' 09/2V2°" SURVEY OF PRG'r T Y MIXED SAND LOAM, GRAVEL -- BROWN SILTY SAND SM A T SO UTHOLD -- 3 TOWN OF SO UTHOLD� PALE BROWN FINE SAND 51" SUFFOLK COUNTY, BROWN SILTY SAND SM 1000-77-02-02 WATER IN BROWN SILTY 5AND 5M SCALE: V=30$ WATER IN PALE BROWN FINE 5AND 5P SEPTEMBER 13, 2017 NOVEMBER 29, 2017 (LOT COVERAGE) 18 MAY 14, 2018 (REVISED PROPOSED) NOTE- WATER ENCOUNTERED 115' BELOW 5URFACE G O EX 15T I NG LOT COVEERAG �� a HOUSE + DECK • 2126 5Q. FT. a 2126/11200 • 15.97 PROP05ED LOT GOVERAGE <, EXISTING HOU5E + DECK 2099 5Q FT. O PROPOSED ADDITION 466 5Q. FT. o ' 2585 Sp. FT. (30 � c'1° 2585/11200 23.17 �` eel Ott- TObi /O�i y\Eey INA '4 ;�\' �o Bldg Dept copy from ZBR Final reviewe dg6laffie�4S ZBA File# _ � <o� � l1. �� Date: / �o �, x S WJ IV111 lA0 10 18 Of sltv,if'k o N �PNOE�EO�NoO '$i Rx JELS ENCS ��yEe va 00 P 1"000/ONj I, O\ b 0,A \ NOvhE25 N g.� e\O JEF�NOE 1 Ow \q0 LA NO\�� x'�1PA o- i !} kl MpA ��� "LONE• V �0 00 Geph't O i CHAPTER 236 COMPLIANCE DRAINAGE STORY WATER MANAOMENT CONTROL PLAN ROOF AREA • 2389 5QFT. A SORMRATER DETAUS 2369 5F X 2- X I • 396.2 LF PARKING AREA J05EPH F15GHETTI, PE 3a' x 30' 1020 SQFT. NY.5 LIG NO 052510 pp 5F X 2• X I • 170 GF FI5G4ETTI ENGINEERI%. TOTAL • 5682 GF 1725 ROBERT I SOIITFK7ID. NY.. 11471 566/4222 • 13.46 LF OF 6 DIA 631-765-2454 PROVIDE (3) DRY WELLS 8' DIA. X 5' DEEP WETLANDS FLAG Y FLOOD ��pF NEW ZONE5 FROM FIRM 36103GO166H �p 4 5EPTEM15ER 25, 2009 oagl1.&4ET2C ELEVATIONS ARE REFERENCED TO N&VD 88 9f� � LOT NUMDEK5 REFER TO "MAP OF 6005E DAY E5TATE5° FILED IN THE SUFFOLK GOUNTY GLERK'5 OFFICE ON NOVEMDER 13, 1934 A5 FILE NO. 1176. ANY ALTERATION OR ADDITION TO TH15 SURVEY 15 A Y.5 LIG. NO 49615 VIOLATION OF 5EGTION 7209OF THE NEW YORK STATEAND EDUCATION LAW. EXCEPT A5 PER 5EGTION AREA=11,200 SQ. FT. PEGO RVEYORS, P.G. 7209-5UDDIV1510N 2. ALL GERTIFIGATION5 HEREON ARE (631) 765 -5020 FAX (631) -/65 - 1-79-7 VALID FOR TH15 MAP AND GOPIE5 THEREOF ONLY IF P.O. E50X 909 SAID MAP OR GOPIE5 DEAR THE IMPKE55ED SEAL OF THE 1230 TRAVELER STREET 5URVEYOR WH05E 51GNATURF APPEAK5 HEREON. 5OUTHOLD, N.Y. 11971 117-082 TE5T HOLE DATA N McDONALD GEOSCIENCE 09'29'2°" SURVEY OF PROPERTY- e1.12.0', MIXED SAND LOAM, GRAVEL A T SO UTHOLD BROWN SILTY SAND SM TOWN OF SO UTHOL]'' PALE BROWN- FINE SAND SP SUFFOLK COUNTY, N. Y. -- 1000-77-02-02, BROWN SILTY SAND SM - -- 11.5' WATER W SCALE: 1'--30' IN BROWN SILTY SAND SM -- 12' SEPTEMBER 13, 2017 WATER IN PALE BROWN FINE SAND SP NOVEMBER 29, 2017 (LOT COVERAGE) MAY 14, 2018 (REVISED PROPOSED) 18' JANUARY 24, 2019 (10' BUFFER) -NOTE: WATER ENCOUNTERED•11.5' BELOW SURFACE f r JUNE 25, 2019 (FINAL) *000 00 lowce t� n o,4�6;/) o O g -, _4, ie, J ,�`�ti• � ������,it1� �� Z � � 9b A °�aoi° X09 �� F i 10, of TOS RON�62o1WS Z00. EO 0� VO 1 OWpge� 5 t oNDV� � G. o oof it, � 1 jq,4 i <OA .� 9lePg G. i 'ro N� 262 163 t i � OEOK 261 1 CE' CHIM. $ 1 ' PROPANE TANK ,-��` O 0 ( �°o Q. OW Vee PP . 1 t S7- 00 WP ` y- �e- i �.13.6CONC.CUA o()° � o op� _A 7-1 _. \v' _- U L 3 1 2019 ELEVATIONS ARE REFERENGEb TO NGVD 88 '• WETLAND5 FLAG SOF NEK, FLOOD ZONES FROM FIRM 36103CO166H September 25, 2009 r'N' r-J ' LOT NUMBERS REFER TO MAP OF GOOSE BAY ESTATES„ AREA=11,200 SQ. FT. �„:�•_; FILED IN THE SUFFOLK COUNTY CLERK'S.OFFICE ON NOVEMBER 13, 1934 AS FILE NO. 1176. �' •4 ,5. L I G. NO. 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209OF PE( O 46 ` R5, P.G. THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209—SUBDIVISION (631) _765 5020 FAX (631) 765- 1797 2. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY P.O. SOX 909 IF SAID MAP OR COPIES BEAR 'THE IMPRESSED SEAL OF THE SURVEYOR WHOSE ” SIGNATURE APPEARS HEREON. � OUOTHOLD,TRAVELER N.Y. 51T��EET 17- 0 p� , � ENGlNEERINC� September 5, 2018 Amanda Nunemaker Building Department Town of Southold Main Road Southold, NY 11971 RE: Addition-360 Oak Street, Southold rrvU'y Dear Ms. NTRIaker, The drawings presented to the Building Department of for the above referenced project did not contain the specification for the New York State Energy Code. For the heated areas of the addition we will use the following prescriptive insulation: Walls: R20 Cielings: R49 Floors: R19 Windows:U.35 s If you have any questions about this matter pleaset hesitate to contact me. F 11l� ex 1 u BOARD CERTIFIED IN STRUCTURAL_ ENGIFa"EER11*t4; .J09EPH@F1BCH ETTi.COM FISCHETTIENGINEERING.COM 63 1 -765-2954 1 7 2 5 H O BART ROAD S OUTFIOLD , N Ew YORK 1 1 97 1 v. �i E S� rn f ----------- ----------- ----------- -------- 79 iso t'? --------- Ti O � a EXISTING DECK W O REPAIR/REPLACE DECKING E--I AND RAILING AS NECESSARY C7 O I I n• cn 0 -011 15 rCj�Z I01 W A1=1=W501 GW15 P p5 G 15 (2)2X8 HDR •' '_----' POST ili� O O i gyp) Q I clloc i m � _ � EXISTING BEDROOM 00 N FLOOR FLAN SCALE: 1/4" = 1'-O" 0 d o -0, W CABLE RAILING n� V z o zQ0z o cf) 29'-O" ( � W CD p N lo Lo 2X6 ACQ 16"OC g'-4" �'-�" 9'-4" (� Q Q O Zo (2)2X12 ACQ :H til �� z m = h • GIRDER O ii O I„_ c 6X6 ACQ 6X6 ACQ Fn O Z T POST POST -- -- -- -- --'-- --'----------------------'-- O CIO C4Cfl I ,----------------------,-;--,--,------------------ 1-1 •. (2)2X12 ACQ GIRDER --' ( ) ' V-10 2 2X12 ACQ GIRDER -'� ' W 2 2X12 ACQ GIRDER : O , ,No 12"dia. - ----' LL CONC.PIE ' - oo - ' `° 6X6 ACQ POST ON 12"dia PIER o n1 2'X2'Xi'FTG. (ALT.BC24 BIGFOOT) ' Q I e O 0 T BELOW GRADE I kE ' �� S -10 24) C -'OSS _ -_�j v . (2)2X12 ACQ GIRDER N . (2)2X12 ACQ GIRDER (2)2X12 ACQ GIRDER�'-*- - - - - ---+- - - - - - - - -�- -I- - - -SCALE: 114" = V- --; ---- ---- ----- _ IEX. DECK TO BE REBUILT DRAWN BY: JF REMOVE CONC.SLAB D O 1 1-IX1 9/30/2018 -------------------------- -- ___ _ 2X6 ACQ LEDGER w/FLASHING.TIMBERLOK FASTENERS(2) @32"OC p a . o a . , o a , D a SCALE: SEE PLAN I • / ' 2X6 ACQ SILL PLATE w/ #4 BAR , I o _ @12"OC I ;I 01 SILL SEAL,TERMITE SHIELD SHEET N O: FOUNDATION PLAN co e, 't�'l SCALE: 1/4" = 1'-0" ® ' 0 � ~,� WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS 4"MAX. GIRDER DECKING DECKING 4"DIA.MAXIMUM EXTERIOR WALL DECK JOIST DECK JOIST �z IE N 1/2"DIAMETER LAG SCREWS, Z O THROUGH-BOLTS WITH WASHERS CONTINUOUS FLASHING,EXTENDED (2)1/2"GALV.OR S.S. OR 5'LEDGERLOK SCREWS PAST JOIST HANGERS,CAULKED TO PREVENT WATER INTRUSION LEDGER FLOOR CARRIAGE BOLTS WITH GIRDER �"•� O LN AND JOIST FLUSH ON TOP 101ST WASHERS AND NUTS RIM BOARD CAULK TO PREVENT WATER SIMPSON CBS INTRUSION LEDGER AND ANCHOR v DECKING 1/2"DIA.EXPANSION BOLTS, p v� JOIST FLUSH ON TOP EPDXY OR ACTURE INS (PER =p••�•,e CONCRETE POST FLOOR "MIN. MANUFACTURE INSTRUCTIONS) e •�. PIER JOIST 1-5/B"MIN. w/WASHERS AND NUTS Ce 5" AX. DECK JOISTS DECK/PORCH RAILING r—, "MIN. p;. •ate DECKING s r ' •a• °•' DECKING DECKING F/�i4 z p•�a •• JOIST HANGER •e �-1 DECK JOISTS Vol •010 2X ACQ LEDGER BOARD FOUNDATION WALL D e. w NOTE: RAILING 7 e •,r. r °!� ' DECK JOIST DECK JOIST L a � BLOCK FOUNDATION -.0.• � ' FOUNDATION D�0.�;a. TO BE FILLED WITH e JOIST HANGER POST WALL .6 q•,p,• GROUT AT ANCHOR •:ape.. 2X ACQ LEDGER BOARD LOCATIONS O (4 SIMPSON DTT2Z HOLD-DOWN GIRDER GIRDER RIM BOARD r LEDGER BOARD TO RIM BOARD DETAIL LEDGER BOARD TO FOUNDATION WALL DETAIL (MIN.2X8) DECKING O O 2"MIN. LU THROUGH-BOLTS o 5"MAX. DECK JOIST THROUGH-BOLTS SHALL HAVE A DIAMETER OF 1/2'.PILOT HOLES FOR THROUGH-BOLTS o 2"MIN. �/� SHALL BE 17/32"TO 9/16"IN DIAMETER.THROUGH-BOLTS REQUIRE WASHERS AT THE BOLT S.S. 2X BLOCKING AT EACH POST {,r J HEAD AND NUT. SIMPSON CC SIMPSON CBS CARRIAGE BOLTS WITH ATTACHED WITH lOd THREADED O EXPANSION AND ADHESIVE ANCHORS ANCHOR ANCHOR WASHERS AND NUTS NAILS TOP AND BOTTOM STAGGER FASTENERS USE APPROVED EXPANSION OR ADHESIVE ANCHORS WHEN ATTACHING A LEDGER BOARD POST CONCRETE 12�°C IN 2 ROWS TO A CONCRETE OR SOLID MASONRY WALL AS SHOWN IN LEDGER DETAIL.EXPANSION PIER POST-TO-DECK CONNECTION AND ADHESIVE ANCHOR BOLTS SHALL HAVE A DIAMETER OF 1/2".MINIMUM SPACING AND T MIN. 5-12"MIN.FOR 2X8 EMBEDMENT LENGTH SHALL BE PER THE MANUFACTURER'S RECOMENDATIONS.ALL LLj O ® O ® 6-1/2"MIN.FOR 2X10ANCHORS MUST HAVE WASHERS Q 5"MAX. 7-1/2"MIN.FOR 2X12 LAG SCREWS 0 o ® 3/4"MIN. LAG SCREWS SHALL HAVE A DIAMETER OF 1/2".LAG SCREWS SHALL HAVE PILOT HOLES 4"MAX. I..I2"MIN. LEDGER L LAG SCREW,THROUGH BOLT, DRILLED WITH 5/16"DIAMETER HOLES.ALL LAGS SHALL BE INSTALLED WITH WASHERS. OR ANCHOR WITH WASHER LAG BOLTS SHALL HAVE 1-1/2"UNTHREADED SHANK.LENGTH MUST PENETRATE BEYOND RIM BOARD A MINIMUM 1/2".LAG SCREWS AND WASHERS MUST BE GALVANIZED OR S.S. CONCRETE LEDGERLOK SCREWS PIER LEDGERLOK SCREWS SHALL BE A MINIMUM LENGTH OF 5".LEDGERLOK SCREWS SHALL NOT 4"DIA.MAXIMUM BE USED FOR MASONRY,CONCRETE.BRICK VENEER,STUCCO,SIDING,OR RIGID FOAM LEDGER BOARD FASTENER SPACING AND CLEARANCES INSULATION.SCREWS SHALL BE A MINIMUM DISTANCE OF 3-3/4"FROM ENDS AND I-3/4" FROM TOP AND BOTTOM EDGES. 24"X24"X12"CONC.FTG. HANDRAIL NOTES: T BELOW GRADE All required handrails shall be of one of the following types (ALT.:BIGFOOT FOOTING) or provided equivalent graspability. 2 1).Type I.Handrails with circular cross section shall have an 0 outside diameter of at least 1-1/4 inches and not greater ^s 36"MIN. than 2 inches.If the handrail is not circular it shall have a perimeter dimension of at least 4 inches and not greater than 6.1/4 inches with a maximum cross section of FLOOR SHEATHING NAILING AT 12"DIAMETER LAG SCREWS, ATTACH TO 1-JOIST 1/2"DIAMETER LAG SCREWS, dimension of 2-1/4 inches. 6"MAXIMUM ON CENTER TO THROUGH-BOLTS WITH WASHERS WITH A MINIMUM THROUGH-BOLTS WITH WASHERS 2).Type II.Handrails with a perimeter greater than 6-1/4 --- JOISTS WITH HOLD DOWN OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN OF(19)8d NAILS OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN inches shall provide graspable finger recess area on both Ar sides of the profile.The finger recess shall begin with a STAIR RAILING distance of 3/4 inch measured vertically from the tallest • s portion of the profile and achieve a depth of at least 5/16 SOLID SAWN DECK s t I JOISTS DECK s I Inch within 7/6 inch below the widest portion of the FLOORJOISTS JOIST t 1 JOIST s L 1-1/2"SPACE s L t I profile.The required depth shall continue for at low 3/8 he inch to a level that is not less than 1-3/4 inches below the MINIMUM THREADED ROD MAY BE THREADED ROD MAW BE tallest portion of the profile.The minimum width of the SLOPED UP TO 1:12 MINIMUM 2X6X36" SLOPED UP TO 1:12 _1 AWAY FROM THE HOUSE ATTATCHED TO JOIST AWAY FROM THE HOUSE handrail above the recess shall s hall Inches to a ` GIRDER WEB WITH(16)10d NAILSL GIRDER maximum.0 2-3/4 inches.Edges shall have a minimum HANDRAILS LJOIST HANGER JOIST HANGER radius of 0.01 Inches. AND CLINCH W LIJZ Fil BALUSTERS vi lOd THREADED NAIL OR p10 WOOD SCREWS, Z z Lo LATERAL LOAD DEVICE WITH JOISTS PARALLEL TO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) 16"oc EQUALTAOR GREEDIN2ATER ROWS 3"LONG, STAGGERED IN 2 ROWS OPEN BALUSTER ATTACHED TO WALL t � Wcflp (� • HANDRAIL CONNECTION J X J Ln • ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH Q O O (0 IF BEAM 15 CONSTRUCTED WITH 3 MEMBERS (2)THREADED NAILS OR SCREWS AT EACH END OR M 'T SH 1/4"NOR MORE THAN 2"IN ALL NOT BE LESS THAN 1THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS Z 6 FT.MIN.EXTENT OF BLOCKING ATTATCHED OUTSIDE MEMBER TO THE SPLICE END;SPLICES SHALL BE LOCATED ONLY OVER SH - O L1.1 1�• 12"DIAMETER LAG SCREWS, INSIDE MEMBERAS SHOWN.BEAM INTERIOR POSTS CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL _ D ASSEMBLY DETAIL PROVIDE AN EQUIVALENT GRIPPING SURFACE '^ O = co ATTACH BLOCKING TO DECK WITH ^ lOd NAILS AT 4"O.C.STAGGERED THROUGH-BOLTS WITH WASHERS V U)J L.L OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN W �• oo IILL DECK 1 L STAIR TREAD O JOIST t s •' •' s s RIM BOARD THREADED ROD MAY BE STRINGER SLOPED UP TO 1:12 MINIMUM 1-1/2'THICK FLOORJOISTS AWAY FROM THE HOUSE BLOCKING.BLOCKS MUST (SOLID OR WOOD-I) GIRDER FILL BAY AND FIT SNUGLY JOIST HANGER JOIST GIRDERMEADER STRINGER TO DECK/PORCH CONNECTION LATERAL LOAD DEVICE WITH JOISTS PERPENDICULARTO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) DRAWN BY: JF SPLICED JOISTS OVER HEADER/GIRDER CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CONNECT TY-DOWN ANCHORS TO EACH JOIST 9/30/2018 GROUND WIND SEISMIC FROST WINTER ICE SHIELD NAILING SCHEDULE SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD NAIL NAIL NOTES LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS JOINT DESCRIPTION QTY. SPACING STRINGER JOIST TO: 4-8d COMMOPER TOE @16' C SCALE: SEE PLAN 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE SILL,TOP PLATE OR GIRDER JOIST NAIL (2)THRU. TO HEAVY MODERATE BRIDGING 2-8d COMMOI, BOLTS EACH TOE t TO JOIST END NAIL PB44 POST d BLOCKING 2-Sri COMM01, EACH TOE ANCHOR "dta. TO JOIST END NAIL WOOD JOIST D. n PIER 16"TREAD BLOCKINGTO: EACH TOE a•a - ,. SHEET N O. 1). ALL FRAMING,CONSTRUCTION,COMPLIANCE TO BE PER 2015 IRC,2016 NYS UNIFORM SUPPLEMENT SILL LO TOP PLATE 3-16d COMMO BLOCK NAIL s LEDGER STRIP EACH FACE GIRDER/HEADER .'e Q CONC.SLAB "y Q *uw+"'"c•• 2). ALL FRAMING MATERIAL TO BE#1 ACQ PRESSURE TREATED LUMBER. 3-16d COMM° As REQ- '.4.:, TO BEAM JOIST NAIL WOOD JOIST ,� ( ) q JOIST ON LEDGER PER TOE �,�' .: q ga a 3-8d COMMO '`• 'o DECK PIER �e�° 9d'Aab`}I a 3). ALL FASTENERS,HANGERS,AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL. To BEAM Jolsr NAIL V 6"dla. •.b• BANDJOIST PER END CONC. •�,•, PER PLAN 4). ALL PIERS AND FOOTINGS TO BE 3 FOOT BELOW GRADE. 3-16d coMMo 3-0" PIER TOJoIST Jolsr NAIL FLUSH JOISTS WITH HEADER/GIRDER "a' "4• BAND JOIST TO: TOE NAIL SILL OR TOP PLATE FOOT CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH 4•PER 5). ALL JOISTS TO BE BLOCKED OVER GIRDERS AND AS SPECIFIED. z-16d coMMo J ALL JOISTS CONNE �•` � , THE PROPER STEEL CONNECTOR. q y?a �. ;, LU ,� IF ABLE LU 6). FLASH ALONG HOUSE WALL,OVER LEDGER WITH MIN.10"FLASHING. ,SET FIR JOISTS ALLOW 1/4"HIGHER THAN LVL HEADERS F I ((! A r• TO ALLOW FOR SHRINKAGE. ------------ _________ �1 ,1i 1 I I 1 1 I 1 W 1-1 1 I I 1 I I 1 O I 1 I 1 1 I I I I I 1 1 I I • I I I I I I 1 w wry w EXISTING DECK Z REPAIR/REPLACE DECKING AND RAILING AS NECESSARYol 111-811 C� 1 I I I I I I I 11 1 I I I 1 1 1 L CIS 6 -O w O I I I I I I 1 1 I I 1 1 AF*W56l cW15 p pg 1 I C 15 I O Q _ (2)2X8 - HDR4 -----' U I I STEEL POST COLUMN (,•P) m Q I,I _ f EXISTING BEDROOM co BILCO N �I DOOR 1 f EXISTING KITCHEN ° I I I ISI I I I I 1 "' EXISTING DINING III 1 I I ------------------------ ISI NEW FIREPLACE ;I 1 I C . w _ III m (� ' 'o � IIm I " III I I EXISTING BATH �II I 2X6 CT 0148"OC t� FF-CT:9'-5" IIS � LLJ L EXISTING LIVING ROOM IF Z a EXISTING FIREPLACE Qj (D 'rJ = AND CHIMNEY TO I. EXPANDED x BE REMOVED ;o; Jc Z z Lo O N I I EXISTING BEDROOM J X 11 ,�, REMOVE 0 �(� 81-031-11"o I EXISTING WALL , Z m O co (OPEN TO O 1.- CEILING) O = M 2X4 FRAMED PARTION EXISTING BATH U) n: O CD 4"STEEL w COLUMN EXISTING PORCH LL REPAIR AS REQUIRED WHEN TYING INTO O�/ 2X4 DF#2 STUD WALL ADDITION (L MATCH EX.PLT.HT. ❑ O QJ -7Z- ->, N = Q ao Ol 04 \Y N DRAWN 4/24 2 / 09 FLOOR PLAN SCALE: SEE PLAN TOP OF WINDOW HEIGHTS TO MATCH EXISTING(VIF) SCALE: 11411 = 11-011 (2)2X8 HDR SHEET NO: =zaTW30310-2 i 61-011 0 —01' C ,olEXISTING BUNK ROOM D 121-0" ------------------------- App, 2 9 �Q19 (V SOUT INSULATION FOR VAULT: A 3"COLSE CELL= 19.5 W _ 8-1/4 R30C =30 O 2X6 COLLAR TIE - �6•• (TOTAL)R49.5 OR 5/8"ROD _ @4'OC (V Z W14X30 W �:) w Z p O 3/4"SUBFLOOR110 r , SOLID BLOCKING 2X10 F1 @16"OC v cn Fes+ UNDER COLUMN ° O b, 7Z 7Z d.41s b, SECTION A-A SCALE. 1/4" = 1'-0" �— 1Y -1� W Z ZZU-) JC.00 N X L6 tl) Q O O Zo •— ZZ LD (n = cM W � o � CABLE RAILING 2X10 ACQ @16-OC (2)2X12 ACQ T tY GIRDER I,.., a- 6X6 ACQ i � " ` i POST mqq C ` CONC.PIER Q 6 e , 4/24/2019 2'X2'X1'FTG. (ALT. BIGFOOT BC24) SCALE: SEE PLAN SECTION 5-5 SHEET NO: SCALE: 1/4" = V-O" rood - o� COMPLY WITH • • 00NEW YORK STAT! � . •.... .moi�■:1��. , . . . , • „ ; ' /■■1►. . �1■■■■1■■■i . . del■■■■I■■■■1\. 0PAN 1■■■■1■■■■1■■■■1■■1. 1 • . -'717 . .��H■1■■■■■1■■■1■■► ice■■1■■■1■■■■■1■■■I■■■■■�. ,. THE - II■■■■■■1■■1■■�■■■I:MIN MEMNON N MONMEMEMEN NINON I�1■■1■■ 1101 I■■ . . I ■ ■11 11■1 . ■■11■1■■IH - - 11■■1 •• l o■•■I■I ■■1 I■1 I■■I I I■I I■■■■11ril I i l■■■I■1I. • I■1■ I■■I ■■I ■■■ ■■1II■■■■■II ■■■■I■ - 11■1 I■■ I ■1■■111■1■■■L■■L■■t-1-■-■-■-■-1-■-■-■■■1LL■■>�■■11 ■1�■�■_I-HI■■■HI■-1 ■■■■■1■L■J■■■11I11 _ _ 1�■�11■■■■1■l�1�■■.H�■■�■■.�1■�■�II■�■■�■■■1111■H■�1I■■�■H�1I�■■�■■�■-■-�-■■-�1■-� am■LH-�I-I■-�■-■�■■NONE H■1�■ MEtT THE ■■1I■■■�■■■�■11■■;■L�■■1■■■■■1■■■ ■■■I MIN No ■■■I ■■1 � ■1■■ ■■ . . ;■■■■■1■■1■■H■■■1■ I■■H■■■1■■1■■ 1m1■■■■1 .. . . _ 00 cn Cn ;ATE �dO■ 'w w w 'q1w ammi DRAINAGE INSPECTIONS AF, �� ■� __ i�mi■ _ ���■ Contact TOS Engineering at iji 0 13ackfill,OR Provide Enginm thet the drainage been In, s •� .�O ���0■ - a�m� 4 1 1 1 • • • f Are•, ■■I ■■I■!■a■■■■■■,■■�oooo�IHH■HI■H■I■■■■■'IH�■■1■■■■1■■■■1■�m1■■■■i■■■■I ■ ■1■■■ 1■■ 101 ■IHI■�■■�■■■■■■■■I ■ 1■1 I■11 R ■ I■■■■■■1■1 . ■■■1■ 1■■■■■■1■■1■■■■■■1■■1■■■■1■ I■1■■■ ■■1 III I■■I ■■ I■■I o ©:1■■■tl■■■I ■1■■■�I■■■HI■■■■1■■■HI■■■■1■■■HI I0I00I�1■■ il0 o SII■H■1■■■■ I■1■■■ ■1■■■1■■■■H1■■■1■■■■■1■■■1 ■■1■■■1■■I ■■I,o■ v IMMENSE 1011 ■■■I■ 1■■H■■HI■HI■■H■■HI■■1■■■■1■ IHI■■■■■HI III Blowe 111 III INN,�,����o1■■■HI■■■L____>I■■ ■IH■■■IH■■■I■■■■1■■■■I■■■HI---J■1■■■■1■ _-__�I 111 III 1 ■■I���.....I.�11■m■I■■■■oIand dt • ■■■■■■■■i■Itesting� - .����-. 1■■■■1■■■■�0�00�1■■■H1■H■■1■■■H1H■ I■■■■1■■■■I■■■HI■■■■I■■■■II■■■■1■■■■1■■ 1■■■■1■■I � ■I■H■1■■■■II 01 v�.11■H■I■■■■■I■H■I■I■� ■I■H■I■■■■HI■H■I■■■■■I■■■1 I■■■■■I■H■I■■ I■■1■I■■■ o■ra�mo� NINON W �w - • • ' • • N 0 CO AN • / • • I�� 1 I • • • VAR U- 0 0 CL /■■1■■■■■1■■■1►. .IH■1■■■► 1 �■■■■■■1■■1■■■■■■D► i/■■■■■■1■■1. i o • r .i�1■■I■1■■■■1■■I■1■■1► ONE - v 1 i■■■1■■■1■■■■■1■■■1■■■■\h . ./■■■�� �1■1■�. = • ' 1�1■■1■■■■■■1■■1■■■■■■1■■1■1 ■■1■■11 11■■■■I ■■■■1i■■■■■■■■■■■■■■■■■■■1■I■■■■■■■■■■■■■■■■ImIH■■■I■■■pM—M■ ■■■■�moo, •., I■■■■■I I■■■1■ ■■1■■■■■1■■ '■ ■I ■■1■I II II 1■I�� - ■ . AWN BY: JF 1■1■■11 1■■1■■ 1■■■1■■1■■■ 11 ■ ■■■1 1 1 I■1��- • +� • • . ■■■■1 ■■■1■1 I■1■■■■1■■�I ■ II I■1■ 11 1 IS v: - • ...• • ■■■■■I I■■■1■ _ __ '011100 INN ■I ■■1■1 II II 1■Izmir 1■1■■11 1■■'I •...••••••.na••.•� i••..... oll 1■mm■ 0 01._�� I■■■■1 ■!i 1 I I j I'I I I II II I I I I 111111111 111 II II I I I I I I I I I I I I II II 11 11111 11 I II [,Jill II II I I I I I ■■■■■I 1111 11 1 1 1 1 1 1 II II 1 1 1 1 1 1 I!.I I I I IIIIIIIII 1 1 1 1 1 1 II I'1 1 1 1 1 1 1111111 III I 11 1 1 1 1 II I I I I I I II II I I I I I I I I I I I I II II I`�V I I I 'o • 1■1■■Ir■■■■■■■■ ■■■%iuillllllllll111111111111111111IIIII111111111111111111111111111 I I Illllliiiiiiiii iiiiiiiiiiiiiiiiiliiiiiiiiiill �� • ■■■■1■■■■1■■■■1■■x.11111 II 111 i.�=.-•----•-- --•----•---1 -- --w•l— - .�--- ----.. 1- - ■W-•-•-- �Iv, ■■■■■I■H■I■■■■■f�i 1111 II II II II li�i� - .o. 25 ' I I I I I ty ATCH PERIMETER APRON WITH EX.DECK I I ' I (3)2X10 ACQ GIR ER ' 2 ' I I I I U , 6X6 POSE ON _ :12-dia.CONC.PIER I W w 3'BELOW GRADE ' N O ; v X ' EXISTING SIDE STEPS AND ^� oao /OUTDOOR SHOWER TO EX. DEC �--•. .. I N J BE REMOVED J I m Q I p ' o I • -------------------- ----------- _ Nn :1.D a ----------------- ------------ p 2X6 ACQ SILL PLATE wl ; #4 BAR , , w ' c SILL SEAL,TERMITE SHIELD @12"OC I � v O r- I I 2 ( EX.2X6 FJ 16"OC 10 I ' x x N N a NEW OPENINGLU v I ' c ' wI , -_ ----- ______________________________ _____ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ _ _ _____________ I ° 8"STEP UP Vm m A A I I n I lL, l.1 � ZQ � 2 � ♦ I EX. BASEMEN I , I 1 I I I --------- ---- -- EX.(2)2X6 GIRDER7-- - -}� w —f-� w I ' ' zI , 'qj a � EXISTING FIREPLACE .Oo (D ' I AND CHIMNEY TO SERVICE Z r— z- a)I O4 BE REMOVED LL. w Cfl Q N I tl) Q p O co W • pI - o ; DBL.2X6 DF#2 FJ 9,D16"OC M I I , a , w a PORCH O� #4 BAR Q) N ; @12"OC v l I I ' DRAWN BY: )F I I 1 H I I I O 9/8/2017 I I I I N I I I I I I I G I FOUNDATION FLAN SCALE: SEE PLAN SCALE: 1/4" = 1'—O" ® °� ��o SHEET N O: ----------------------------- :y��, � ��F •v a va v a- .- va r� 8"PC WALL s u Th,MATCH EX. r j C3 fl •" cc uj 12'-0" DAMPPROOF ------- 25 --------- 1 1 --------- I EXPAND DECK --------- --------- I --------- 1 1 1 i I 1 I I I I i I I I I I I I I 1 1 I I L.\ I I I I I I 1 I I I I I I 1 ' V w EXISTING DECK ""�• CQ � z 1 I REPAIR/REPLACE DECKING AND RAILING AS NECESSARY �'-o" � �'-ate" [� � ►� O O AFI=W501,1 GWIB P5050 , CWi6 � �1 •f (2)2X8 HDR; n IPOST Q roT O 1 p) I '' min EXISTING BEDROOM= I1� I 2E �I EXISTING KITCHEN I1M ISI'= � ------- ----- -------- -------------------------------- ------------------------------------------ --------------------- ------------ --------- ----------------------------------- ------------- I I I I EXISTING DINING I I 1 I ' ' II ----------------------- NEW ---------------------NEW FIREPLACE ' I m; NEW COLUMN TO MATCH64 0 f-k 2 - I � EXISTING AT KITCHEN 2 � I; //�� (SAME LOCATION) 1 1 O II O i� I I� lu � Im EXISTING BATH ..i..� � Ix w -+j w z EXISTING LIVING ROOM Q) o EXISTING FIREPLACE ' ' EXPANDED (oZ Z U-)AND CHIMNEY TO �I r � 00 CIA X BE REMOVED ;,; r , w CU Q N O ~ ro EXISTING BEDROOMQ X O REMOVE O EXISTING WALL 2X6 CT Ca)48"OC I I u— O � T- FF-CT:9'-5" ;�; (n � � M EXISTING BATH r w a' O EXISTING PORCH -� L REPAIR AS REQUIRED WHEN TYING INTO 2X4 DF#2 STUD WALL ADDITION a" O O VJ MATCH EX.PLT.HT. � p v' T-5"+/- 0 W/D 0 N ------------------ = O x "' DRAWN BY: JF N No ,_______� "_______ I 1 1 I N I 1 1 I 1 1 1 I FLOOR FLAN -----, •-------• 9/8/2017 SCALE: 1/4" = 1'-011 SCALE: SEE PLAN TOP OF WINDOW HEIGHTS ®F TO MATCH EXISTING(VIF) ,��;. SHEET NO: (2)2X8 HDR tW30310-2r� W L= 0 -011 0 -011 EXISTING BUNK ROOM 12'-O" I I I 1 I 1 I I I 1 1 I 1 , ✓I /I i , ;2X10 RR Cd 16"OC Ca)16110C I I , t ---------------- -- ---------------- ----------- �c�------- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -i' -- - it -- -- -- -- - - -- -- -- -- -- -- --� -- ---------- ----------------- --- 12 --------- 12 ' Q' 8� FRAME OVER NEW ROOF110 F-4 I I -�"r 11 I I J J ' O cn I I 1 3 _ _� ✓I I , FRAME OVER NEW ROOF G 11 1 , I 1 1 I I I I I 1 I f � I I -- - -- • I ' ' � II .L 2X10 RR P16-OC OG: ; 1 1 , 11 I 11 I I I ♦ n/ '1 ' I I I I I I 1 1 I I I ■� � Z I 1 I 1Z Lo ,I -- -- -- - ' ' f , - -- -- -- -- -- -- -- J ' v W C-0Q N 1 I I I I 1 I 12 Q O (i! 1 1 1 , I I I I I I V) O M I I I I I I cn � Ocfl I I I I I I 2X10 RR(a,)16"OC ` ---------------- ----------------- ' O ----------------- ----------------- 1 ' 12 1 I � � I I I I I 1 I I I I 1 I I I 1 I I I 1 1 DRAWN BY: ]F 1 I 1 1 I I 9/8/2017 I I I I I I SCALE: SEE PLAN 1 I I I ROOF FLAN 1 1 , SCALE: 114" V-011 tidy � '�� � �'�; SHEET NO: d All I I t✓ INSULATION FOR VAULT: 3"COLSE CELL=19.5 8-1/4 R30C = 30 2X6 COLLAR TIE - l6,O (TOTAL)R49.5 OR 5/8"ROD @4'OC hy/j W 2)1-3/4X9-1/2 O ML IF 0-7 8"dia. w COLUMN � O O MATC t- z KITCHEN L _ Lo 00 00 .._.. 3/4"SUBFLOOR DBL 2X6 FJ 16"OC o SOLID BLOCKING 0 UNDER COLUMN a:7Z 7Z ' 0 70 7 D,• ,1 SECTION A-A 2 r✓- SCALE: 1/4" = 1'-0" • 2" 2. 2" tu o ri 0 0 0 0 12" 0 0 0 0 2" . . . . . " 2 0 0 0 0 •• 'f'� W -1� W Z 0 0 U J >< � N c� ao0co Zm = ti 0 0 0 F- 0 0 3/4'APA PLYWOOD 0 Ch 1/2"APA RATED SHEATHING SHEATHING GRADE PLYWOOD W (ALTERNATIME:7/16"O.S.B.) • • •• • • 0 0 LL 1/2-APA RATED SHEATHING 3'h RAILING 0 GRADE PLYWOOD • •O w, (�/ (ALTERNATIVIVE:7/16"0.5.8.) /,/\V\■ L.L • • •• • • DBL 2X8 ACQ @16"OC @ o 2X4 DF#2 , (3)2XIO ACQ 0 GIRDER 0• 0• SUDS v 6X6 ACQ WINDOW SILL , POST TYPICAL WINDOW OPENING PANEL SPAN EQUAL OR SMALLERa: THAN 4 FEET 12"dia. _ 0 o CONC.PIERp DRAWN BY: JF TYPICAL DOOR OPENING PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES 9/8/2017 2-2X4 DF#2 STUDS CONNECTED AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL THAN 6 FEET OR GALVINIZED BOLTS W/WASHERS AND WITS @2'-0"D.C. SECTION 5-5 SCALE: SEE PLAN TYPICAL MULTIPLE OPENINGS PANEL SPAN GREATER THAN 6 FEET 2 �J SCALE: 1/4" = 1'-0" F NS- AND EQUAL OR SMALLER 01� THAN 8 FEET @' Fa�� ' coo � ��. SHEET NO: WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL o „ .. AS PER SEC. 1609.1.2, 2015 IBC: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO OA 052 COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL SS%O' h~ CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS � � O RAFTER CRIPPLE STUDRl WALL STUD ENDWALL BOTTOM PLATE RIDGEBATHTUB W HEADER LEDGER O 11 DOUBLE JOIST rT� [r•..1 SIDEWALL RAFTER JACK STUDS n FLOOR USP NUMBER DESCRIPTION APPLICATION Ll 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ANCHOR BOLTS PNBATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED St PPORT H CONNECT TO 1 SIDE OF ALL CORNERS ON I LOCATION JUSP NUMBERI DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATIONRAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR Q HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP O 2ND. ADSS ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER JOIST DIRECTION WITH(2)JOISTS.UNDER WALL. O THE FLOORS TO EACH OTHER W/THREADED ROD JALL OPENINGS I RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLffSTUD 2X10 LS210 118ga.SLOPE HANGERI APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE Q BLOCKING 0241lOC WALL STUD O C� THROUGH-ROOF EXHAUST VENTS SELECTED AND M LOCATED BY CONTRACTOR O METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY RAFTER AS REQUIRED SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN SIDEWALL FLASHING VENTILATION WOOD JOIST FOUNDATION TOP PLATE BLOCKING FINISH WALL AND MOISTURE2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS•48"OC BARRIER TO LAP FLASHING2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL—MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA - GUTTER WALL STUD NOT LESS THAN 1/150 OF THE AREA OF WOOD GIRDER INSTALL 4'0"O.C. ROOFING TO AVOID 80AKI G 4"-8" LSTA24 1-1/4"x24"20ga.STRAP AND JACK STUDS THE SPACE VENTILATED. ALL OPENING ONTII SCREENED V ONALLOPENINGS PROVIDE HEMMED EDGE SHALL BE COVERED WITH CORROSION- CONTIN.SOFFIT/EXT.PLYWOOD INSTALL 4'0"O.C. FLASHING TO FORM GRAN RESISTANT METAL MESH WITH MESH LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF 114 INCH IN DIMENSION, SOFFITED EAVE 8"-14" LSTA30 1-1/4"x30"18ga.STRAP AND JACK STUDS AND SO AS TO MAINTAIN IR CONNECT Tl0 ON ALL OPENINGS / GAP TO PREVENT CAPILLARY 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0"D.C. ACTION ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14"-16" LSTA36 1-1/4"x36"18ga.STRAP CONNECTTlO AND JACK STUDS / 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER ON ALL OPENINGS KEEP ROOFING NAILS OUT SOFFITED EAVE DETAIL 2ND.FLOOR WALL OF FLASHING ROOFING LAPS BASE FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS RAFTER RIDGE CAP OF SAME \/ EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS ( NAILED TO SHEATHING SHINGLES AT BASE MIN,4 INCHES THROUGH VENT 14 1 WOOD JOIST SIDE W,4LL FL,48HING TOP PLATE GIRDER/HEADER 1ST.FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,SIDEWALLS, WALLSTUD LL FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES—PROVIDE HEMMED EDGES SO RAFTER W INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND 4'-8- LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBERI DESCRIPTION APPLICATIO PRE-MANUFACTURED ON ALL OPENINGS KEEP SHEATHING MIN. I-I/2' ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH CONNECT EA RIDGE VENT FOLDS Z RAFTERIPLATE RT15 TYDOWN ANCHOR FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. ` INSTALL 4'0"O.C. RAFTER TO PLA E OVER RIDGE TO AIR PASSAGE r 8"-16" MSTA48 1-1/4"x48"16ga.STRAP AND JACK STUDS CONNECTOVER CONFORM TO SLOPE IF ABLE,SET FIR JOISTS SHRINKAGE. E. HIGHER THAN LVL HEADERS C D ON ALL OPENINGS PLATEANALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH JTUD OF ROOF TO ALLOW FOR SHRINKAGE.1 REDUCE BUMP OUTS Z (o z Lo r Cy) DBL.SILL PLATE U X TERMITE SHIELD 1f --SUBFLOOR O O CO SILL GASKET I WOOD JOISTS _ MM NEOPRENE f O W 2 TYP.CONC.FOUNDATION GASKET 2x6/2x8 CONTINUOUS WOOD PLATE A CONC.SLAB � i f DAMPPROOF EXTERIOR 6 MIL.POLY v, r ' BOLTED TO STEEL BEAM WITH GRANULAR FILLO r- 6MIL POLY ON EXTERIOR I 1/2"DIA. BOLTS•48"o.c.STAG. '^ M STEEL COLUMN 4 vJ ROOF JACK \� � O CU e CONC.SLAB v °° ` // (\ STEEL BEAM v/ '^ COMPACT FILL 4"x 1/4"x 8"STEEL o I - o ` TOP AND BOTTOM PLATE V— ROOFING LAPS O ° e � � � ° FLASHING AT `. WITH I/2"x 6"ANCHOR BOLT KEYWAY FOOTING o v n Q•a °-a B CONC.FTG. ► •o Q•o >' USE WITH 3x3 SQUARE WASHERS SIDES AND TOP . In"GROUT �y ° ` , . a ANCHOR BOLT CONNECTION LL (USP LBPS58 OR BP583) ` REINFORCING BAR3"STEEL COLUMN DRAIN TILE p ANCHOR BOLT CONNECTION FOUNDATION 5/8"DIA.ANCHOR BOLT I 1 (10 KIPS) SUPPORTING MAXIMUM SPACING FLASHING LAPS r r SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72"OC TYPICAL BEAM DETAIL TYPICAL SILL PLATE TO FOUNDATION OC O MIN.3"STEEL COLUMN ANCHORED TO 24"x24"x12"CONC.FTG. CRAWL SPACE OR FOUNDATION " NEED FOUNDATION.APPLY PILASTERS 2 STORIES 36 STEEL / BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. WALL BOTTOM PLATEFOUNDATION 1-2 STORIES 57"OC (SLAB-ON-GRADE) LAB-ON-GRR ADE ROOF JACKS 4 VENTS DETAIL I DOOR FRAME r SUBFLOOR 6X6 10C.SLAB 6X6 10110 WWM GARAGE_�I COMPACT FILL DOOR USE 2X8 JOIST DRAWN BY: JF r, I FOR BLOCKOUT STEEL BEAM 4 SLAB PLATE W/bXb WMMSLOPE P. 9/8/2017 T. 4'pRIVEWAY—� NOTCH JOIST AND ADJUST HEIGHT I/2"AIR SPACE ,` • � � � '"Q'� AT END AND +. ,• 1 1/21 •' n ;. .• (WITH A NAILING PLATE IF NEEDED) GRADE c -"-zr-=--u- � SIDES O W •. TO BE APROX 1/2"OR HIGHER THAN '�'a F OOD �`� O 'e' o •� STEEL BEAM TO ALLOW FOR SHRINKAGE 12" 6X6 W.W.M. �— a �— �— a e o BEAMS ° �.° •. ' ° _" o'° o D (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) SCALE: SEE PLAN s MIN. e b D e C ^ L1'A L�'A �' ° ° ��NOTCH BEAM FOR MUDSILL IF REQUIRED—MAXIMUM , O • e , . BUBFLOOR •/ a REINFORCING BAR ! NOTCH EQUALS 1/4 DEPTH OF BEAM ° >e II—II + REINFORCING BAR 'e . e p•e•o �s JOIST DRAIN TILE I e e e �� 12" a SHEET METAL/30e FELT UNDER BEAM A7 POINT1p (�•� O• .O• e 3 OF CONTACT WITH CONCRETE OR CONC.BLOCK — $ FL. SHEET N O TYPICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)04 REINFORCING ARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. . ° *11$SHIMS TO LEVEL BEAM P� e T �A ■ REINFORCE FOOTING WITH(2)+4 REINFORCING BARS. )3"MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT BEAM POCKET ' r, WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS GIRDER 4•MAX. z O DECKING DECKING a DIA.MAXIMUM EXTERIOR WALL DECK JOIST DECK JOIST O 1/2'DIAMETER LAG SCREWS, CONTINUOUS FLASHING,EXTENDED Z W Z THROUGH-BOLTS WITH WASHERS PAST)01ST HANGERS.CAULKED TO (2)1/2"GALV.OR S.S. '•�° O0.5'LEDGERLOK SCREWS PREVENT WATER INTRUSION LEDGER FLOOR AND JOIST FLUSH ON TOP JOIST CARRIAGE BOLTS WITH GIRDER RIM BOARD CAULK TO PREVENT WATER SIMPSON CBS WASHERS AND NUTS r^ n INTRUSION LEDGER AND ANCHOR v J DECKING 1/Y DIA.EXPANSION BOLTS, 1�"'• JOIST FLUSH ON TOP EPDXY OR ADHESIVE(PEP, 1•••' FLOOR N111, MANUFACTURE INSTRUCTIONS) � CONCRETE: POSTJCNST 1-5/8•MIN w/WASHERS AND N S • • PIER DECK/PORCH RAILING 5"MAX. DECK JOISTS � DECKING e'•'�� DECKING DECKING a, ►. JOIST HANGER s• •' ` DKK JOISTS •P,r•� 2X ACQ LEDGER BOARD FOUNDATION WALL •a. ••+•� Nom' +•�•:a' DECK JOIST DECK JOIST O '�,• BLOCK FOUNDATION •>a RAILING FOUNDATION P•:;�. TO BE FILLED WITH e•.0 JOIST HANGER POST `n WALL GROUT AT ANCHO0. a ~ V i 4+r• LOCATIONS '•' L 2X ACQ LEDGER BOARD M SIMPSON DTT2Z HOLD-DOWN a• GIRDER GIRDER RIM BOARD O LEDGER BOARD TO RIM BOARD DETAIL LEDGER BOARD TO FOUNDATION WALL DETAIL (MIN.2X8) DECKING 2'MIN. 0 CAI THROUGH-BOLTS o 5'MAX. DECKIOIST THROUGH-BOLTS SHALL HAVE A DIAMETER OF 1/2'.PILOT HOLES FOR THROUGH-BOLTS 2'MIN. SHALLBE17/32'TO 9/16'IN DIAMETER.THROUGH-BOLTS REQUIRE WASHERS AT THE BOLT HEAD AND NUT. SIMPSON CC CARRIAGE BOLTS WITH SIMPSON CBS (2)I/2•GALV.O0.ITH 2X BLOCKING AT EACH POST ATTACHED WITH IOd THREADED EXPANSION AND ADHESIVE ANCHORS ANCHOR ANCHOR WASHERS AND NUTS NAILS TOP AND BOTTOM 1Z'OC STAGGER FASTENERS USE APPROVED EXPANSION OR ADHESIVE ANCHORS WHEN ATTACHING A LEDGER BOARD POST CONCRETE IN 2 ROWS TO A CONCRETE OR SOLID MASONRY WALL AS SHOWN IN LEDGER DETAIL EXPANSION PIER POST-TO-DECK CONNECTION AND ADHESIVE ANCHOR BOLTS SHALL HAVE A DIAMETER OF 1/2'.MINIMUM SPACING AND to O O 2'MIN OBIR'MIN.FON.ED 2X EMBEDMENT LENGTH SHALL BE 0.2%0 ANCHORS MUST HAVE WASHERSER THE MANUFACTURER'S RECOMENDATIONS.ALL 5'MAX. 7-1/2'MIN.FOR 2%12 O O LAG SCREWS 3/4'MIN. LAG SCREWS SHALL HAVE A DIAMETER OF 1/2".LAG SCREWS SHALL HAVE PILOT HOLES 4'MAX. 2'MIN. LEOGE0. UG SCREW,THROUGH BOLT, DRILLED WITH 5/16"DIAMETER HOLES.ALL LAGS SHALL BE INSTALLED WITH WASHERS. OR ANCHOR WITH WASHER LAGBOLTS SHALL HAVE 1-1/2'UNTHREADED SHANK LENGTH MUST PENETRATE BEYOND RIM BOARD A MINIMUM I/2'.LAG SCREWS AND WASHERS MUST BE GALVANIZED OR S.S. CONCRETE LEDGERLOK SCREWS PIER IEDGERLOK SCREWS SHALL BE A MINIMUM LENGTH OF S.LMCFRLOK SCREWS SHALL NOT 4'DIA MAXIMUM BE USED FOR MASONRY,CONCRETE,BRICK VENEER STUCCO,SIDING.OR RIGID FOAM LEDGER BOARD FASTENER SPACING AND CLEARANCES FROMINSULATION.SC,REWSBOT SHALL BEAMINIMUM DISTANCE OF 3-3/4'FROM ENDS AND I-3/4" FROM TOP AND BOTTOM EDGES. 24"X24"X12"CONC.FTG. HANDRAIL NOTES: Y BELOW GRADE All required handrails shall be of one of the following types (ALT.:BIGFOOT FOOTING) or provided equivalentgmspabllity. LZ 1).Type I.Handrails with circular cross section shall have an outside diameter of at least 1-1/4 Inches and not greater m 36• IN. than 2 Inches.If the handrall Is not dreular R shell have a perimeter dimension of at least 4 inches and not greater than 6-1/4 Inches with a maximum cross section of lu FLOOR SHEATHING NAILING AT 1/2'DIAMETER LAG SCREWS, ATTACH TO 1-JOIST 1/2•DIAMETER LAG SCREWS, dimension of 2-1/4 Inches. 6'MAXIMUM ON CENTER TO THROUGH-BOLTS WITH WASHERS WITH A MINIMUM THROUGH-BOLTS WITH WASHERS JOISTS WITH HOLD DOWN OR S'LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN OF 09)Ed NAILS OR 5'LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN 2).Type It.Handrail with a perimeter greater than 6-1/4 Inches shall provide graspable finger recess area on both sides of the prof le.The Finger recess shall begin with a STAIR RAILING distance of 3/4 Incl measured vertically from the tallest SOLID SAWN t t r n portion of the proFlle and achieve a depth of at least 5/16 0— FLOOR 101575 DECK t t 1 JOISTS DKK s h Inch within 7/8 Inch below the widest portion of the JOIST r r JOIST s s 1-1/2"SPACE r r r r profBe.The required depth shall continue for at least 3/8 Inch to a level that Is not less than 1-3/4 Inches below the MINIMUM \ THREADED ROD MAYBE THREADED ROD MAY BE fallen portion of the profile.The minimum width of the SLOPED UP TO 1:12 MINIMUM 2X6%36" SLOPED UP TO 1:12 handrail above the recess shall be 1-1/4 Inches to a AWAY FROM THE HOUSE ATTATCHED TO JOIST AWAY FROM THE HOUSE N LJOIST HANGER GIRDER WEB WITH 06)10d NAILS (GIRDER maximum of 2-3/4 inches.Edges shall have a minimum HANDRAILS Lim AND LUNCH JOIST HANGER radius of 0.01 Inches. LLJW V Z BALUSTERS � Lo^ lOd THREADED NAIL OR#10TH WOOD SCREWS, L / LATERAL LOAD DEVICE WITH JOISTS PARALLEL TO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) EQUA STAGGERED RTHAN 3"LONG, T • • STAGGERED IN 2 ROWS OPEN BALU� fjER A�ACHED TO WALLTO WALL V dq W co 0 N HANDIL CONNE�ON , g^ ALL HANDRAILS SHALL BE CONTINUOUS THE FULL IFNGTH N Q O O o IF BEAM IS CONSTRUICTED WITH 3 MEMBERS (2)THREADED NAILS OR SCREWS AT EACH END OR OF THE STAIRS.HANDGRIP PORTION OF ALL HANDRAILS Z �Y� 6 FT.MIN,EXTENT OF BLOCKING ATTATCHED OUTISIDE MEMBER TO THE SPLICE END;SPLICES SHALL BE LOCATED ONLY OVER SHALL NOT BE LESS THAN i-1/4'NOR MORE THAN 2'IN O CO INSIDE MEMIBERAS SHOWN. INTERIOR POSTS CROSS SECTIONAL DIMENSION.OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE _ ATTACH ILOCKINGTODECKWITH THROUGH-BOLTS SCREWS. BEAM ASSEMBLY DETAIL O M IOd NAILS AT 4'O.C.STAGGERED OR S"LE GERLOS WITH WASHERS OR 5'LEIK,ERLOKSCREWS SIMPSON DTT2Z HOLD-DOWN '/� /'B a O //•� rt \`Y 11-DI DECK P t STAIR TREAD •. JOIST RIM BOARD LL THREADED ROD MAY BEO MINIMUMI4/2'THICK FLOOR JOISTS SLOPED UP TO 1:12 STRINGER BLOCKING.BLOCKS MUST (SOLID OR WOOD-I) AWAY FROM THE HOUSE A� FILL BAY AND FR SNUGLY JOIST HANGER GIRDER ■Y•V/■ JOIST e'^] VI GIRDERO EA,DER STRINGER TO TO DECKPORCH CONNECTION CONNECTION O LATERAL LOAD DEVICE WITH JOISTS PERPENDICULARTO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) 1 SPLICED JOISTS OVER JOISTS OVER HEADER/GIRDER CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CONNECT TY-DOWN ANCHORS TO EACH JOIST D RAW N BY: IF GROUND WIND I SEISMIC ILRI WINTER ICESHIELD NAILING SCHEDULE FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS JOINT DESCRIPTION QTY, SPACING NOTES S116 JOIST TO: PER TOE /�/LO��4-Bd COMMOMODERATE SLIGHT TO SILL,TOP PLATE O0.GIRDERJOIST NAIL 2THRu20 PSF 130 B SEVERE 3 FT. 11 NONETO HEAVY MODERATE BRIDGING EACH TOE BOLTSTO JOIST 2•8d COMMO END NAILP844 t BLOCKING EACH TOE TO JOIST END NAIL WOOD JOIST ANCHOR die. 2-Ed COMMON PIER 16'TREAD 1). ALL FRAMING,CONSTRUCTION,COMPLIANCE TO BE PER 2015 IRC,2016 NYS UNIFORM SUPPLEMENT BLOCKING TO: 3-16d COMMO EACH TOE °• SCALE: SEE PLAN SILL OR TOP PLATE BLOCK NAIL ' •'4 2). ALL FRAMING MATERIAL TO BE N1 ACQ PRESSURE TREATED LUMBER. LEDGER STRIP 3.16d COMMO EACH FACE GIRDER/HEADER •.•�C(AS R Q.) c" TO BEAM JOIST NAIL (AS REQ.) JOIST ON LEDGER 3.Ed COMMON PER TOE WOOD JOIST 3). ALL FASTENERS,HANGERS,AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL TO BEAM JOIST NAIL oe' Baia. ,'s' DECK PIER %BAND JOIST PER END % CONC. •' } PER PLAN 4). ALL PIERS AND FOOTINGS TO BE 3 FOOT BELOW GRADE. TO JOIST 3-16d coMMo JolsT NAIL 3i Da e'" PIER FLUSH JOISTS WITH JOISTS WIT" "EADE�CJIRDER �' SHEET N O BAND JOIST TO: PER °1•� ••• ° `•"' jy 2.16d COMMO TOE NAIL _ 5). ALL JOISTS TO BE BLOCKED OVER GIRDERS AND AS SPECIFIED. slu OR TOP PUTT FOOT ALL JOISTS'CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH 0•• �•;a F� � - THE PROPER STEEL CONNECTOR. :i Q "'•Q" V-%0 6). FLASH ALONG HOUSE WALL,OVER LEDGER WITH MIN.10"FLASHING. IF ABLE',SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS y}�� �� TO ALLOW FOR SHRINKAGE. e y` �•, A t ` • '1 r. Cli .cJ 16` ✓o /,, GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING O When a collar tie is used In leu of a ridge strap,the number of 10d common nails required QTY. SPACING SEE PLANS ` CONSTRUCTION NOTES: In each end of the collar tie need not exceed the tabulated number of 8d nails In the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT ( ) I�L1 • TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL SQ.FT.OF CONSTRUCTION SEE PLANS 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: ( ) intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST 8'WALL:3-8d COMMON EACH TOE-NAIL Fq for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall In line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST O W State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL W ^ sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES �� /9 Z OVER PARTITION WFCM-SBC COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40LAP NAIL EXT.BALCONIES 60 C _, �-1 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in w These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the Floor assembly with uplift connectors in BLOCKING A 2-8d COMMON EACH TOE ATTICS w/STORAGE 20 Q accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 a 3).Dimensions shall take precedent over scaled drawings. 4).WALL ASSEMBLY TO FOUNDATION: RIM BOARD 2-16d COMMON EACH ROOMS(OTHER THAN SLEEPING) 40 IH END (LIVE LOADS PSF) O (DO NOT SCALE DRAWINGS). TO RAFTER END NAIL First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 Q O 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 x responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under 0 NAIL NAIL construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES GAURDRAILS ANY DIRECTION 200 `^ QTY. SPACING (DESIGNED FOR CAT.C) �V precautions and programs in connection with the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-16d COMMONPER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION O 5).Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE INTERSECTIONS 4-16d COMMON EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE CI� 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-16d COMMONO.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION Sym.: SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16d COMMON 16"O.C. FACE SMOKE&CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND 101ST, 2-16d COMMONPER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING• HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NlaI NOTES QTY. SPACI�IG MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 YES 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER 4-8d COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached .c existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with#5 re-bar,18"Ion at 12"o.c..Use approved epoxy for installation. SHEATHING LOCATION NOTES g pp p �' 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING 2-8d COMMON TACH TOE 5).Unless otherwise noted,all slabs on grade to be 2500 P.O..Concrete to be TO JOIST END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 6"O.C. SEE NOTES:13 poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: P g o eWhere a ride is to be used as a structural beam•the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6"0.0 8d COMMON 12"O.C. SEE NOTES:1(BOTH FIELDS) to be minimums Pay inch thick.All fill to be compacted to 95/o relative density with g SILL OR TOP PLATE 3-16d COMMON BLOCK NAIL @ @ NOTE:2 FOR PANEL FIELD 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP 3-16d COMMON EACH FACE I GABLE ENDWALL RAKE AND RAKE TRUSS l8d COMMON @ 4"O.Ct 8d COMMON @ 4"O.C. SEE NOTES:1,3 8x16 cast iron foundation vent for every 150 sq.ft.of area. attached with the above requirements. TO BEAM JOIST NAIL DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8d COMMON PER TOE NOTES 7).Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvanized or stainless steel. TO JOIST 3-16d COMMON 10:11-r NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,Including 4 feet on each side of the roof peak, 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for de,k joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2-16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 W FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. • 2).Tabulated For framing inch o.c,nail spacing assumes sheathing attached to rafter truss framing members with G>0.49. -0 members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3).Posts supporting girders shall be anchored to a 12NQN12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL /�� g Use a minimum 1/2"dia x B"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING 3).Tabulated 4 inch o.c.nails acro assumes sheathing to rafter/truss framing members with G>0.49.For \/{ Z Edition Wood Framing Construction Manual, spacing g g `J below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: z CU z Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: � Lo NAIL SPACING NAIL SPACING AT INTERMEDIATE LLI O7 SHEATHING LOCATION NOTES 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD t;V 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL otherwise. JOINT DESCRIPTION Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts I QTY. SPACINGSEE NOTES:1,3(BOTH FIELDS) ..I 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. -^ �V, O O (.04).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. where needed. GYPSUM Sd COOLERS 7" O.C.EDGE NOTE:2 FOR PANEL FIELD WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6- openings. Concrete piers shall be a minimum 6"above grade. COm L=� openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: O I- �� openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall NOTES 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NAiL NAIL O openings between 4'1 and 6'0 and 2x6 wall openings between 511 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. O and blocking where applicable. QTY. SPACING 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1.For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall �-� 8d COMMON ) 8 g q 5).All flush beams/headers to be installed with heavy duty galvanized hangers and PANELS WFCM-SBC W anchors where applicable to all connecting joists. PLUMBING NOTES be used. LL 7/16"OSB 3"O.G.EDGE 6d COMMON O 6).Double up floor joists under walls that run parallel to the floor joist and under bathtub 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. on plans. P P p ty WALLBOARD Sd COOLERS 10"O.0.FIELD 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: 3).For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. 0- Q) other access openings unless otherwise noted(typical). 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL JOINT DESCRIPTION O provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 8).Dormers running up roof rafters are to be supported by double rafters on either side where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS I 8d COMMO 6"O.C.EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 12"O.C.FIELD 9).Provide blocking bridging in floor joists at 8'0 o.c..Use solid blocking In floor joists HVAC SYSTEM NOTES 1"OR LESS Section 11602.8-FIREBLOCKING REQUIRED under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. and to form an effective fire barrier between stories,and between a top story and the roof space. 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2).HVAC subcontractor Is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. �]/� equipment supplier. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor DRAWN BY. JF 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit It to the General nailed 6"on-center at the panel edge.If wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs. 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural 9/ 8/2017 3p/�O i 1 adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: members shall be doubled,or alternate connectors, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 7 O over subfloor as per manufacture's instructions. 1).All electrical to be installed as per N.Y.S.Residential Construction Code. such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings. 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathing is continuous over connected 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted under stairs shall comply with Section R314.8,N.Y.S.Residential Code. SCALE: SEE PLAN to have regular 1/2"sheetrock.All walls to be taped and finished. to be reduced sol-ibd nail per foot. 3).All electrical work to comply with 2014 NEC. 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or SOIL COMPACTION' flame and products of combustion. n� approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 p and 11315 of IRC. q _ torch down type material over. 1).NEW FILL EIS CLEAN OF ORGANIC MATERIAL.CONTRACTOR 5).For the fireblockin of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. !` SHEET N O■ TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. ) g � P 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED. C/j t�4 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR NOTE: 1 r- DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. • :� �` . x* �"" ! r' ,@, Maw '� >•} � !> r'+ � Vii' � «, �" _ 7' • t"'"" ;'i' c .? $B 3is >F fit*R fi" '^']11 ;.;y •+:.#i.i, •�"4�i$���;��`s� � ):gs'�jl(N ���ffi :u` ys`�s• 3� �#�t % �,.�.�' ,� �'�;•d?....��; f: JA'.".,. P ,$)� �.�tla� t •. �f3 �.f. ,� n;i�,.A•�::i �.,tk�":. .S.i. lip ;j '7 1 O 9 z EXISTING DECK4. _. zs 28'—o II 1.0O to 0 �I 71 Nw fir .:�'f~. —a`��g�_ �Mar'.--•%�iel�p .b ,�.- Yalu,,Asi`-.,.:.+ ' y._.�.".�"' �%•;` :z�:dam ���t',,n`� .;:��rr.�:°ss:";.�,..��.®»x Vit.;€•& t K•rffa, #£ii.. .�E$ ftp+m..'.W".e` 1' . g z EX 1 ST I NG FLOOR FLAN SCALE: 1/4" = 1'—O" ' sV '� •�,S ,�'��.� 'tfl aii 'a' s (� �� d':y �.`3E'' �.md,Y � ; LLJ (D Z Lo W may/ Q N V J to QpOco (2) 2X6 GIRDER ' 4X4 POST.' ;(2) 2X6 GIRDER..'• (2) 2X6 GIRDER'. 0 F_ W CONC.. LL SLAB O ry : . 4X4 POST . IZ (TYP). IR KV (2) 2X6 GIRDER ,• :', (2) 2X6 GIRDER'' (2) 2X6 GIRDER' : ' .' (2) 2X6 GIRDER'.'' F---- —----•� Q.•' .. 2X6 DECKING €. 7' € 2X6 @16^OC CONC.: (2)2x6 ;--------; (2�2X6 SLAB r' BRICK': O. r IRDER i i GIRDER �.'.' •,i , C-4 r--------+ , . : Zo STOOP•. , : ': :' :N • DRAWN BY: JF 4X4 POST , , 4X4 POSE 1.' i -------- CONC.SLAB d a e a c s a a • e a i .4 o•o o•o o'o o�o a'4 D•a b•o Q .. .'.'.•. •; ..•.• .',•, .. GRADE �D . oLD . o 0 . 0 D . o D . o D . o_ D • b, _D 2/19/2018 V f.%sc& o� SCALE: SEE PLAN CiROSS SECTION • 2X6 FJ AD16"OC SCALE: 1/4" = 1'—O" I U_ LL LL SHEET NO: �QARO• 525 N���� FE EXISTING FOUNDATION FLAN SS10 SCALE: 1/4" = V—O"