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HomeMy WebLinkAbout39249-Z Town of Southold 11/4/2016 y P.O.Box 1179 0 a' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38646 Date: 11/4/2016 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 3475 Wells Ave, Southold SCTM#: 473889 Sec/Block/Lot: 70.4-6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/6/2014 pursuant to which Building Permit No. 39249 dated 10/6/2014 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, INCLUDING GARAGE,DECK AND COVERED PORCH TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Denicolo,Joseph&Denicolo,Rita of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-09-0011 08-29-2012 ELECTRICAL CERTIFICATE NO. 39249 04-20-2016 PLUMBERS CERTIFICATION DATED 11-04-2016 'chael Zahra \�L k, �ho d Signature o�gUFFOt,�Co , TOWN OF SOUTHOLD BUILDING DEPARTMENT x TOWN CLERK'S OFFICE T5 • 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) 1 Permit#: 39249 Date: 10/6/2014 Permission is hereby granted to: Denicolo, Joseph & Denicolo, Rita ! 3 Valentine Dr Albertson, NY 11507 To: ADDITIONS &ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING PER TRUSTEES 7036 &ZBA DECISION #6355 AS APPLIED FOR.REPLACES EXPIRED B.P. #37445 At premises located at: 3475 Wells Ave, Southold SCTM # 473889 Sec/Block/Lot# 70.4-6 Pursuant to application dated 10/6/2014 and approved by the Building Inspector. To expire on 4/6/2016. Fees: PERMIT RENEWAL $1,410.20 Total: $1,410.20 Building Inspector 10n TOWN OF SOUTHOLD BUILDING DEPARTMENT C* a 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#: 37445 Date: 8/16/2012 Permission is hereby granted to: JOSEPH & RITA DENICOLO 3 VALENTINE DRIVE ALBERTSON, NY 11507 To: ADDITIONS &ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING PER TRUSTEES 7036 &ZBA DECISION #6355 AS APPLIED FOR.REPLACES EXPIRED B.P. # 35857 At premises located at: 3475 WELLS AVENUE, SOUTHOLD SCTM #473889 Sec/Block/Lot# 70.-4-6 Pursuant to application dated 8/30/2010 and approved by the Building Inspector. To expire on 2/16/2014. ®ra I Fees: Y2U, PERMIT RENEWAL '/2.$1,410.20 Total: $1,410. l a�� Izl to . 26" Building Inspector FORM NO. 3 TOWN OF SOUTHOLD r BUILDING DEPARTMENT �•( r Town Hall Southold, N.Y. n ' I BUILDING PERMIT ° (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35857 Z Date SEPTEMBER 13 , 2010 Permission is hereby granted to: ` JOSEPH & RITA DENICOLO 3 VALENTINE DR ALBERTSON,NY 11507 for ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING PER TRUSTEES 7036 & ZBA DECISION #6355 AS APPLIED FOR at premises located at 3475 WELLS AVE SOUTHOLD County Tax Map No. 473889 Section 070 Block 0004 Lot No. 006 pursuant to application dated AUGUST 30, 2010 and approved by the Building Inspector to expire on MARCH 13 , 2012 . Fee $ 2, 820 .40 Authorized Signature COPY Rev. 5/8/02 Form No.6 D [ECF=9'V[R TOWN OF SOUTHOLD BUILDING DEPARTMENT OCT 1 1 2016 TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY BUILDINGDEM TOWN OF SOUTHOLD 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. 16/ New Construction: V Old or Pre-existing Building: (check one) Location of Property: 314-15 u�2 Q—L-A--S AJt-2r- House No. Street Hamlet ;� e Owner or Owners of Property: -i-as EF H l� 1 1 V4 (���W L-0 Suffolk County Tax Map No 1000, Section '�Q Block Lot Subdivision Filed Map. Lot: Permit No. o` Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: V (check one) Fee Submitted: $ P Applicant Signature *pE SOUjy®l Town Hall Annex O Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • roger.riche rtO-)town.southoId.ny.us Southold,NY 11971-0959 olyCOW BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Denicolo Address: 3475 Wells Avenue City: Southold St: New York Zip: 11791 Building Permit#. 39249 Section 70 Block- 4 Lot- 6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 300A Heat GAS Duplec Recpt 65 Ceiling Fixtures 29 HID Fixtures Service 3 ph Hot Water GFCI Recpt 12 Wall Fixtures 18 Smoke Detectors 6 Main Panel 2-150A A/C Condenser Single Recpt Recessed Fixtures 63 CO Detectors 2 Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 20A Emergency Fixtures Time Clocks Disconnect 2-150A Switches 87 Twist Lock Exit Fixtures 11 TVSS Other Equipment: 5-Exhaust Fans, 2-Paddle Fans, 2-Drive Way Lights, 6- ARC Fault Circuit Breakers Notes: Inspector Signature: Date: April 20, 2016 Electrical 81 Compliance Form.xls *rjf SO Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 o CC�C�bL� BUILDING DEPARTMENT D TOWN OF SOUTHOLD NOY - 4 2016 BUILDING DEPT. TOWN OF SOUTHOLD CERTIFICATION Date: 14 1 ! Building Permit No. N 2 � 'T Owner: '-�Gi �� �VGO tv (Plfease print) Plumber: didvo1 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers-Signature) --- Sworn to before me this day of NQVtMkA 20jp_ Notary Public, 50f&-& County TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2bjA N ie TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F NDATION 1 ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: z 7--) DATE INSPECTOR �pF s0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING / TRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ;25� e 1 DATE °-7 —INSPECTOR— laf so co TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION I ST ROUGH PLI3G. FOUNDATION 2ND INSULATION FRAMING/STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION XFIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR tfso TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT'ON I FOUNDATION I ST [7ROUGH PL13G. [=ION 2ND [ ] INSULATION STRAPPING I FINAL ] FIREPLACE & CHIMNEY ] FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS:- L-2 DATE INSPECTOR SO(/l�o� . • yo enut `l,� �l TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR x'857 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: - -����• DATE . INSPECTOR_2�2 �% 0 I -2 OE SOpr�o coUMY,N TOWN OF SOUTHOLD BUILDING- DEPT. 765-1802 - INSPECTION 65-1802 - 1NSPECTION [ ] FOUNDATION IST [ ] ROUGH- PLUMBING [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ]-FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION4X4__ [ ] CAULKI REMARKS:. ll:: 44DT- s Zi- /92 DATE [ INSPECTOR OF SOUTyOI TOWN OF SOUTHOLD BUILDING' DEPT. 765-1862 INSPECTION [ ] FOUNDATION IST [ ] RqjJ6H PLUMBING [ ] FOUNDATION 2ND [ ] JASULAMN [ ] FRAMING /STRAPPING VFINAI(k�) [ ] FIREPLACE & CHIMNEY [ ] FIRES INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VI ATION [ ] CAULKING REMARKS. � 69,M& C,2�) -s r-r- Lj-,4 f4f DATE. �� INSPECTOR ' " oF s0000'o A �ryolo • ao ��y�OUMY,N� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION = [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [K ELECTRICAL (FINAL) [ ] CODE VIOLATION [, ] CAULKING- REMARKS: DATE INSPECTOR ti -_ TOWN OF SOUTHOLU BUILDING DEPT. 765-1802 INSPECTION ` - I FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 1 LATIO [ ] FRAMING /STRAPPING [ FINAL7X- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOL ATIO [ ] CAULKING REMARKS: v � d 6 so - r 1.01 c DATE �`� �� INSPECTOR Of SOUIyo �ycouol TOWN OF SOUTHOLD BUILDING, DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] I SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS9 M!! I b A.. C*eloyf> w KJ L D V-- DATE INSPECTOR r 1� rAf S0(/jyo UMV,N TOWN-OF SOUTHOLD BUILDING DEPT: 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG: [ ] FOUNDATION 2ND [ ] ULATION [ ] FRAMING / STRAPPING [ FINAL U -f- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT AL (FINAL) REMARKS: U . DATE l INSPECTOR Y. *- MIM',!% �• L _ .� - MWA • 1 • ► WAM ,v ROUGH11 PLUMING Wd N_ v- __. WE J / ter/ M! INSULATION PEIk N.Y. STATE E�MRGY . 1 > rd AP ���! r i• `�-- - 1 1 • • I fir• r .► +I .�. _� ���q� �► r / O `1 I 110 • 1 VFMPMIMI 117.IWA Worm HIM lr �• I��, ' c • r _ lJT1 [��►7• ►� .r- ��� �" i .lam' �.-. . _/I •• -_ W WK ME),INUAl"1110,11 1# � w�'��c�ts�9*• � � �,�r,� �uf�fl� is �l� 5 vv, f c _ r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined ,20 Contact: Approved .20 Mail to: Disapproved a/c Phone: Expiration ,20 Building Inspector ®' PPLICATION FOR BUILDING PERMIT Date September 25 X20 09 INSTRUCTIONS a.Thi EPI. ST be letel filled in b typewriter or in ink and submitted to the Building Inspector with 3 ��QPHd P Y Y h'P g P set of o p an to scale.Fee according,to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Bull ding 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. EN-CONSULTANTS,INC. (Signature of applicant or name,if a corporation) 1319 NORTH SEA ROAD,SOUTHAMPTON,NY 11968 (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 RITA&JOSEPH DeNICOLO (As on the tax roll or latest deed) If applicant i corpoi)eaityre of duly authorized officer (Nade lyd title of corp o 'e officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 3475 WELLS AVENUE SOUTHOLD House Number Street Hamlet County Tax Map No. 1000 Section 70 Block 4 Lot 6 Subdivision Filed Map No. Lot (Name) 1 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Residential,single-family dwelling with attached deck&detached garage. b. Intended use and occupancy Single-family dwelling with attached garage & deck. 3. Nature of work(check which a licable): New Building Addition X Alteration X Repair Removal Demolition (garage) Other Workdeck replacement&deck addition (Description) 4. Estimated Cost-$550,000 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 2 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 42' Rear 42' Depth 56' Height 18' Number of Stories 1 Dimensions of same structure with alterations or additions: Front 62' Rear 58' Depth 74' Height 29' Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 101 R 102' �p 213' 10.Date of Purchase 3/15/00 Name of Former Owner Warren& Ellen Hufe 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 X NO 3 Valentine Drive 14.Xm-&s of Owner of premisesRita& Joseph DeNicolo AddressAlbertson,NY 11507 pjp1e�,b, 516-248-8898 Name of Architect Suter& Suter AddressPos 1709,Quogue,NY 11959 pj OMM 631-653-3877 Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES X NO *IF YES, SOUTHOLD TOWN TRUSTEES&D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland?* YES 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 properly is at 10 feet or below.must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? *YES NO X * IF YES,PROVIDE A COPY. STATE OF NEWYORK) ss. COUNTY OF SUFFOLK) ROBERT E. HERRMANN being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, �He is the AGENT (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 25TH day of SEPTEMBER 2009 Nota blic SigWure of Applicant '= ' NotaryPu61�SYateof'raYad � t_ - : .�: Cotu�lSsiunNo.�015931 Car�issteuEu�es(wgust ,TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? .. TOWN FALL Board of Health '✓ -'SOUTHOLD,NY 11971 4 sets of Building Plans 1/ TEL:(631)765-1802 Planning Board approval--2!(,- FAX: pproval2CFAX:(631)765-9502 Survey ✓ SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S D E.C. y/ Trustees 3 Flood Permit Examined � 20� Storm-Water Assessment Form Contact: Approved 9113 20 l Mail to: Disapproved a/c Phone Expiration _ JA 20� EU Building Inspector DLICATION FOR BUILDING PERMIT flux 2010 Date 20Q U INSTRUCTIONS a Tbis_applicatio compl tely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,aca-Vi$e,iWf lan to scale.Fee according to schedule. b.PM pl'a�b�lviti kcati d of buildings on premises,relationship to adjoining premises or public streets or areas,-and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Pemut 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 ap icable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or de lition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing c e,and regulations,and to admit authorized inspectors on premises and m building for necessary inspections. (S ature of applicant or name,if a corporation) PA=-)� ( -7J'1 Gum 'Y llg (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder JZ 6 lt-bT Name of owner of premises Jos ell OPW I col"o (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 3 47 _(,Z, 9 Li,S 4::V1� V p House Number Street ^� Hamlet / County Tax Map No. 1000 Section C) Block ® _Lot 06 Subdivision G Fby1.G E p3 4✓5/,t,S Filed Map No. - Lot P� 7.`AState existing use and occupancy of premises and intended use and occupancy of proposed construction: ' a Existing use and occupancy sj�/b�� wlP j5c 1< b. Intended use and occupan 3. Nature of work(check which applicable):New Building Addition Alteration. Repair Removal Demolition X Other Work 4. Estimated Cost (), Fee (Descripfion) (To be paid on filing this application) 5. If dwelling,number of dwelling units-1—Number of dwelling units on each floor If garage, number of cars 7- 6. 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front 46- Rear 6 7 Depth r Height Z` Number of Stories 1 I Dimensions of sane structure with alterations or additions: Front Rear Depth_, -� .Height ��,�'�'r Number of Mories 7- 8. Dimensions of entire new co struction:Front Rear ��9- Depth O Height_ 3 S 1 •n " Number of Stories t Z '7 r P'� �( 9. Size of lot:Front I t Rear Depth �� t 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12,Does proposed construction violate any zoning law,ordinance or regulation?YES NO -5 FF �V 13.Will lot be re-graded?YES NOX-Will excess fill be removed from premises?YES_NO_X 3 vh�-�rhN mr� 14.Names of Owner of premises-----PISY/ad LIZ Address Phone No. �� 2�� -7 Name of Architect �'(r (L �kj'� Address 13c%g 17o7 0116Q5 Phone No '63J 65'3 7 Name of Contractor Address h 2 7 g2ai phone No. MT'SIIVAt &"t,vf 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?-YESNO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YESV NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OOFr�� rt� �K �^ M6 1 f2f V!! r�1Q 1!'7P;Z-- being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the 2,(�{�J,�-- (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to ake and file this application; that all statements contained in this application are true to the best of his knowledge and belief;an at the work will be performed m the manner set forth in the application filed therewith Sworn to before me this ;4—w 20 l , Kin P Chau Publfic,StaSi afore of licant No.OICH6215361 g' Qualified in Suffolk County ComMission Expires December 28,2013 James F.King,President �QF S��ry Town Hall Annex Jill M.Doherty,Vice-President �OV� Old 54375 Main Road P.O.Box 1179 Peggy A. Dickerson Southold,New York 11971-0959 Dave Bergen Bob Ghosio,Jr. %�O` �Q Telephone(631) 765-1892 Fax(631) 765-6641 yC�UMy,N BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD February 18, 2009 Mr. Robert E. Herrmann En-Consultants, Inc. 1319 North Sea Road Southampton, NY 11968 RE: RITA & JOSEPH DENICOLO 3475 WELLS AVENUE, SOUTHOLD SCTM# 70-4-6 Dear Mr. Herrmann: The Southold Town Board of Trustees reviewed the survey prepared by Nathan Taft Corwin III, last dated February 22, 2009, and received on February 25, 2009, and determined that the construction of new pervious driveway and installation of upgraded sanitary system and drainage system of drywells is out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, or within 100' landward from the top of the bluff, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. 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 and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. . 2 This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, James F. King, President Board of Trustees JFK:eac % "C�11 // rp:• - 1 v (1/ �iy'� .BVI( /••/••jip:, -9 nv / rip:z .if 1 t 1�j�•' ��111/ ►1/jar:. 11 11,201 BOARD OF SOUT'HOLD:TOWN TRUSTEES ''SOUTHOLD,NEW'YORK k PER1yYIT N0. 7036 DATE:`FEBRUARY'19,2009 ;,,,; fi" ISSUED TO: JOSEPH &,RITA DENICOLO ,, ,•,,;; PROPERTY ADDRESS: 3475-WELLS AVENUE, SOUTHOLD` S'CTM#70=4-6 ir'.t rll,.'•-. AUTHORIZATION Pursuant to the provisions ofChapter 275 and/or Chapter,111 of tbe,Town Code of the Town of Southold and'in-accordance with the Resolution of the Board of Trustees adopted at the meeting held on Fe6ruav'18,2009,and,in consideration of application fee in the sum,of paid by Joseph&Rita Denic'olo"'and subject to the Ter""ms and`Condifioris as'stated'in tlie'Re"solutiori;the Southold Town Board of /•o;of Trustees authorizes-and permits the'following:' ,. Wetland Permit to renovate the most,seaward 20'x19.7' portion of,the,existin 'L one-stor-p dwellin to remain ncludin roof estructuriniiand^_installation-'of new, . . , Q Q '.d J b (i. -,-b`- windows and.doors);,replace portion,-of existing one-story dwelling(in-place) with two- `ce„' story dwelling constructed over existing foundation;,.construct.two-story addition, approximately 14 square feet of which will be located'within,.Chapter 275_jur.,isdiction; 'r an,,.constiuct a deck"addition on-the easterly side of the-dwelling;.with thecondition of y}� `, ,aline of staked hay,'"bales with,silt-•fencingis:installed.prior,to,,const'ructioii;install and 3'J'' _ maintain a 15'-,non-turf buffer.,adjaceiit to the bulkhead;And:as.depicted on,the survey t prepared ey Nathan Taft Cd'rwin'I'II;last"dated-Febrivary 22•,2009, and received on ` .,ca .February,2'S;2.OQ9 : �. , -J ."� :�:��'�.•. ' � , t '• -: ,�.,,,' ;:�-;, , ' . : y //r•. _ t e� IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, aidthese piesents to b'e,subscribed"by'a�major`ity'of•tlie said 80;a rd as of diis'&66. ` =� 4,l�l � _ L gyp' •�� ,,\.� �'•I���' I��Z �- �, `I, I',t -` �a 1�11� _ ��?,��'u�l � `_ �.� 1 ��II�� SII �-'� �:•, �•• ^i�;ill ►11��.%'• _'ar/, 11.` !/1• i:. '-1; Is. - wa, 11i...o - I11F•,� / 11�,. -''•u l:u. _ ••,ry�e�,••�" '"G-r`�1•��1�1�•�-"•�_` -'/�S/:.'1•��•. '^11.�:.�+�1��`� �v'r^.lIAI:.::�!�'- _- r�'•a�6'.+se/s%'•,.e New York State Department of Environmental Conservation Division of Environmental Permits Rm 219, Building 40-SUNY Stony Brook, New York 11790-2356 Telephone (631) 444-0365 Facsimile (631) 4440360 John P. Cahill Commissioner LETTER OF NON-JURISDICTION March 20, 2000 Mrs. Ellen Hufe 3475 Wells Ave. Southold, NY 11971 Re: Hufe property, 3475 Wells Ave. , Southold, NY SCTM# 1000-70•-04-06 DEC#1-4738-02579/00001 Dear Mrs. Hufe: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: The property landward of the functional bulkhead greater than 100 ' in length, constructed prior to 8/20/77 as shown on the aerial photo by Aerographics, Inc. , dated April 6 , 1976, 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 isyouur responsibility to ensure that all necessary__precautions -are' taken to prevent--any sedimentation or other' alteration or disturbafi&'e -to-,the- ground---surface-_or -vegetation within--;Tid-al`Wetlands -jurisdiction-wh-ich-_may_- result from_y_our -.project. Such precautions may include maintaining adequate work area between the -tidal-_wetland--jur" sdiction_al= boundary -arid_-y_our..:-::- project (i:e:--a_15...Mto_ 20;' -wide construction area) or erecting a temporary--fence; u barrier, .or--hay bale berm:-- _ -�ry Please be further advised that this letter doesfn_o ~ eleve , ou of the respons:ibi-1=ity-of-_obtainJe ecessary pe its or appr`,ovals from 'other-acgencies. m - - -u.--- _--�.>• rul ours, ielan Admin' t for cc: En-Consultants - John M.Bredemeyer III,President "�Xrg SIf� Town Hall Annex Michael J.Domino,Vice-President ti0 l0 54375 Main Road P.O.Box 1179 James F.King,Trustee Southold,New York 11971-0959 Dave Bergen,Trustee G Charles J.Sanders,Trustee O • Telephone(631)765-1892 ���oUhm,� Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 41016C Date: July 22,2014 . THIS CERTIFIES that the in-place reconstruction and raising of most seaward 19.7'x20' one-story portion of dwelling; in-place reconstruction and raising of the existing attached 22.5'x24' wood deck; replacement of portion of existing one-story dwelling-(in place) with a two-story dwelling constructed over existing foundation, construction of a two-story addition; 15' wide non-turf buffer adjacent to the bulkhead- At 3475 Wells Avenue, Southold,New York Suffolk County Tax Map#70-4-6 Conforms to the application for a Trustees Permit heretofore filed in this office Dated January 28, 2009 pursuant to which Trustees Wetland Permit#7036 Dated February 19,2009,was issued and Amended on November 18,2009 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 the in-place reconstruction and raising of most seaward 19.7'x20' one-story portion of dwelling; in-place reconstruction and raising of the existing attached 22.5'x24' wood deck; replacement of portion of existing one-story dwelling(in-place)with a two-story dwelling constructed over existing foundation; construction of a two-story addition; 15' wide non-turf buffer adjacent to the bulkhead. The certificate is issued to RITA&JOSEPH DENICOLO owners of the aforesaid property. Authorized Signature FORM NO. 3 NOTICE OF DISAPPROVAL DATE: October 5, 2009 TO: En-Consultants, Inc. For: Joseph&Rita DeNicolo 1319 North Sea Rd. Southampton,NY 11968 Please take notice that your application dated September 29, 2009: For permit for demolition, additions and alterations at: Location of property: 3475 Wells Ave., Southold,NY County Tax Map-No. 1000 - Section 70 Block 4 Lot 6 Is returned herewith and disapproved on the following grounds: The proposed demolition, additions and alterations on this non-conforming 20,516 sq. ft. lot in the residential R-40 District, is not allowed pursuant to Article XXII, section 280- 116 (B), which states "All building or structures located on lots upon which a bulkhead ...exists... shall be set back not less than 75 feet from the bulkhead." The survey shows a proposed setback of 63 feet from the bulkhead. V Authorized Signature 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"f ice Location: rjF S0(��yO Mailing Address: 01 Town Annex/First Floor,Capital One Bank 53095 Main Road 54375 Main Road(at Youngs Avenue) P.O. Box 1179 Southold,NY 11971 • iQ Southold,NY 11971-0959 �yc4iJNT'1,� http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD D Tel. (631) 765-1809 Fax(631)765-9064 V FINDINGS, DELIBERATIONS AND DETERMINA IOMEETING OF APRIL 22, 2010 ZBA FILE: 6355 NAME OF APPLICANT:Joseph and Rita DeNicolo PROPERTY LOCATION: 3475 Wells Ave., (adjacent to Jockey Creek)Southold, NY CTM 1000-70-4-6 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 11 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 December 15, 2009 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: This application has been reviewed under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The Applicant's property is a non-conforming, 20,516 square foot, waterfront parcel located in the R-40 District. The northerly lot line measures 101.07 feet along Wells Avenue, the easterly lot line measures 212.92 feet, the southerly lot line measures 106.03 feet, mostly following a wood bulkhead along Jockey Creek, and the westerly lot line measures 204.62 feet. The parcel is improved with a single-family dwelling and a detached accessory garage, as shown on the revised site survey drawn by Nathan Taft Corwin III, Land Surveyor,and dated March 10, 2010. BASIS OF APPLICATION: Request for variance from Code Section 280-116(B), based on an application for building permit and the Building Inspector's October 5,2009 Notice of Disapproval concerning proposed demolition, additions and alterations to a single family dwelling, 1)less than the code required bulkhead setback of 75 feet, at 3475 Wells Ave., Southold, NY. CTM#:70- 4-6. RELIEF REQUESTED: The Applicant proposes to demolish the existing one story dwelling and detached garage on this parcel, including the non-conforming section, which is located 64 +/- feet landward of the wood bulkhead. The Applicant proposes to retain the existing footprint of this non-conforming area, raise the foundation two feet, and re-build this section as a somewhat taller one story structure attached to the rest of the new, two story single family dwelling. The Applicant seeks a variance to maintain the existing setback from the bulkhead. ,ADDITIONAL INFORMATION: The Applicant submitted a Wetland Permit dated Feb. 18, 2009, issued by the Board of Town Trustees granting approval of the Applicant's proposed project. The Applicant also submitted a Letter of Non-Jurisdiction,dated March 20,2000, issued by the NYS Department of Environmental Conservation. Per the Boards'request at the Public Hearing Page 2—April 22, 2010 ZBA Fil-.16355—Joseph and Rita DeNicolo CTM: 1000-70-4-6 at 3475 Wells Ave.,(adj.to Jockey Creek)Southold,NY held March 25, 2010, the agent for the applicant submitted a revised survey, dated April 1, 2010 prepared by Nathan Taft Corwin, III Land Surveyor, showing the 75 foot setback area from the bulkhead and the exact setback of the existing attached rear deck of 63 feet and a foundation plan dated 4/6/10 prepared by Richard M. Suter, Registered Architect, depicting the existing foundation and proposed foundation. It is noted on the foundation plan that all existing foundation walls on the waterside will,remain and be raised 16 inches to allow for an even floor level throughout the first floor of the new dwelling. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application March 25,2010,at which time written and oral evidence were presented. Based upon all testimony,documentation, personal inspection of the property, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: On the basis of testimony presented, materials submitted and personal inspections,the Board makes the following findings: 1. Town Law 6267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The Board does understand that when the Applicant demolishes the non- conforming part of the existing structure, then at that time, the non-conformity ceases to exist, and further, that the Applicant also relinquishes any right to retain the non-conformity without a variance being granted. The Applicant proposes to construct a new, somewhat larger, non-conforming structure, in a location that does require variance relief for the setback from the bulkhead along Jockey Creek. Although the Applicant is not expanding the existing foundation footprint, the Applicant is increasing the overall size of the non-conformity by the proposed upward expansion of building height by two feet within the non-conforming area. However, the Board finds that other properties in the surrounding neighborhood have been granted variances relating to bulkhead setbacks, and that the granting of this particular variance will not have any additional detrimental effects on the character of this neighborhood or nearby properties. 2. Town Law 6267-15(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant's parcel is relatively small, both in width and length, making it difficult to locate the proposed new single family dwelling with an attached garage, a new septic system, and a new driveway without the granting of a variance. If the building was located further landward, so that it conformed to the required bulkhead setback, it would create a hardship in the placement of both the septic system, and the driveway, and the Applicant would likely require a front yard setback variance from Wells Avenue, 3. Town Law&267-b(3)(b)(3). The variance granted herein is not substantial. The Applicant requests a 13.6% variance relief from the required distance to the bulkhead.The foundation plan shows the existing bulkhead setback will be maintained and the foundation will just simply be raised,thereby maintaining the pre-existing non-conforming setback from the bulkhead. 4. Town Law 6267-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. By the raising of the existing foundation, the applicant will maintain the pre-existing seaward wall setback and no additional land disturbance will be created. The Applicant has a valid Wetlands Permit issued by the Board of Town Trustees and a Letter of Non-Jurisdiction issued by the NYC DEC. 5. Town Law§267-b(3)(b)(5). The difficulty has been self-created, since the Applicant chose to replace the non-conforming section,which after the demolition, requires a new variance relief for the distance to the bulkhead. 6. Town Law 4267-b. Grant of this variance is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new single family dwelling on this waterfront property, 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 Homing,seconded by Member Goehringer, and duly carried,to GRANT the variance as applied for, and shown on the survey dated April 1, 2010 prepared by'Nathan Taft Corwin, III, Land Surveyor and Foundation Plan,page#A-2 dated 4/6/10 prepared by Richard M.Suter, Registered Architect, and architectural plans by Richard M. Suter,Architect dated 8-25-09 pages Al,A2,A3,A4,A5,A6. Page 3—April 22, 2010 ZBA TileA355—Joseph and Rita DeNicolo CTM. 1000-70-4-6 at 3475 Wells Ave.,(adj.to Jockey Creek)Southold,NY Any deviation from the survey,site plan,foundation plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit,and may require a new application and public hearing before the Zoning Board of Appeals. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code,other than such uses,setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Dinizio, Goehringer, Homing, Schneider,Weisman(Chairperson). This Resolution was duly adopted(5-0). c es ie Manes Weism n, Chairperson Approved for filing` 12� /2010 1 To' wn of Southold Rrosfon, $edimentaflon & *orq11-Water Run-off ASSRSSfilgNr FORM PROPER1V LOCA'T10* s d.m x. THE FIDl.LQW1N0 AaTlOifrS iYiAY f�!bIUiItE THt3 St�BMi3,iIAN oil A ` o " Ago G[ 11N0 Il?igAR�1AGB A ®ORMON CDNTIiOL ` lCitFl SY d CrN l+R4 S8{OVAL i THE STA E OF NEW y onlL SCOPE OF WORK + PROPCOM C0N8TRjTCnc" rMd# / WORK AS3FSMUM 'Y� NO a. What rs tre TOW Ates of the Prgjact NMera? (Indixre toter Area of all Ufa located Within1 VM tttls Prot Retain As sbxm-water.Run4X the Scope Of Wolk for Proposed Constrex�tnj Z Gk4mled by a No(2')Inch Rainfall on gibe? b. Whatts bre Tow Area of Land Cfea►ing P'P•t• (MIS lho wN rrtduda•all tun-w.created bysite --` andlor Grmd Disturbance forthe proposed ® hp St�lot'Construction apd-tion ermanes tlg wap n f constfucoon activity? Arovernents and'tl>e permanent creation of impervious surfaces. PHOv31DE M$IE@ 11.20=DFZCRnqMN ltteevlfoA to,otPp�c,pick Does the> Phanatutlorea"yShowAllProposed DIS B98�tndleaibtg sine s Lmoon7 Thia item shall ttidude ati Proposed Grade Changes and Slctpm Cordrolling Serrgae Water Flow. Dot's the Site Plan andfor Survey deswbe the erosion W 6 and sedimentoonW pt8011ce611181 All be used to control site erosion turd stens water discharges. This Item numtbe mmintaUtad throughout tha Fntire . � � - - � GensiiudlCut Period. 4 Will title Project Require mny Land'Riing,Gredrng or lavation where there ia a diange to the Nature? Etdsiing Grade Invohring morns than 200 Cubir yards. of Material within any Nm l? �1 — tj WIII this Application Require Land OlvturbhV Ac9vivas •EnCOmPassing an Area in Bccess of Five Thousand , —® (6,000'8-F.)39u=Feet of mound.surface? 6 is tryere a Natural Water Catnoe Running tRrough the SeDMr DEC stNPpp ,�,.,_ Site? Ism Prajeot WjM1n theTruakwlt�n ttaoutrementr: or ti�rt?ttn Atte Hundred(1Q0!)feet of a Wet}end or �-- 8ubrtitcsien Of SWPPP to�sepuhed tat sll Cor►atf4letionacd+la5ea tmmNhtgetlll Beach? 'dWFbmwe,or—(f)or m `e`*fm; tncludingiWWhances of mo trim one am that Ism 7 WlRthere rte 53te preparation on EtdS?h9 Grade b'lapes parlor a ranger omr mon pian diet with um tat*dtstutb one or nwm acres of le►ich btchrd�llg t.ansttuc�0it act?&=fi=Wng 9011 drsludtanc=or ieas UM11 onr(1)eras whale which Exc ood Fincian(IS)feet of Mettiaaf Rise to the DEC hem determined ON a SPM pmmh it regUkM for starts water discharges One Hundred(7001 Of Horizontal-Distance? ' '(swPPp+s siren meot•the$Oinimum 12eeiWrencettts of the SP�15e aottatal transit'. � Will briuewa . 0 for storm WaW Dischar8es 11rom OMSI attien 80M 0$po t Na 6r-o peen t, A PwkhV Areas or otter Impetviotts IL The,8WPPP shaft be PefOad POW tothm attbWfisl of qtg NOL The N01 shall be Su face s be Moped to Direct stornt.Water Run-off submMo to the De�tanl pt7or jotiro oa st oloa»atrdgton ecttwty. into andfar in the direction of a Town right-p>:way- 2 The 13WPPP 3he1tdesg11he thn mostm attdmWbrrmttt control pracpces and whmM91111($Prp � jeri>FZegitne the I'Wr+tentafMatertat, rarptbad,post oonsirustinrt Oula m Ina wm water� acitcas thatwlll 6a used notion Ftsmbval of fteta"antler this Constritetron of airy oonai *d to raducv!hn Pollutants N Storm water and fi awn tram W�1 the TOtVn t-flf• CampBanoewbitthe;aatr�andoondlgonsorMpermithaddition,ihobWppsttap V1yofRoadShoWer .__. ?Canary po Nual eWlriees ofto'lluffmv4"grey reawne*be apeded to sL-d the Area?m"tiers witr rimy ktdew thequauia,�tra,ratt;rrpee�Apresu l .Agtr/ PPt Vxg1 dt9ahatgosz 001M NAnVAnswer oCtRR' vana"1" 9 wr9b"breinAnswwpdwithaCheckrda* $.AN BWPPI'syhet K'qutta the pa quEggred n 4A n pmwatcrmanapentsntPraodoa in a Box and them awshmWen abs dMU!rbartett is 6a[wtoa U001A.F di 1 Aqm jamak 'bat 19 ehtshaA 4>s'ArePare+d by a qrt and Design brfBssionai I-L ITMd br NCwYork •gtordtalltet�.Orating,i]aatrtallo a Erosion Cardrolltien is Rcqutnd bytheT�r of 'bat 19 eabfafidlBDrUjaipieuafldpragitzsOfBtPRnWhierMenagei e t $4uthotdONMestfieau6giaRediOerterrawP*Wtotmaumto9fAnypuDditryPOWL a�O�' Aaware,4uk(�aadlbtAt�yyfrkrraetlt�iu�lyreafaracampleaApp�eesnl STATE OF NEW'YORK _�4 1Ttat I,J1.:4�C . .'ttviene••o€'.. ..a ««...... .. bring drily des and s »9 MOM,d wA that hr./she is the applicant for Pcwdt, And that he/she is the ...........«..... « .. .«n...../i.»........ A.�IiFP. o.Ma �W)Pr�r�t�1lLl�iri )...•............•..........«ua.......w.u..M.vm...N..n Owner ancl/pr mpresentative of the Owner or Owner;:,and is duly authorized to make and Elle this application;that all statemenra contained in this ptozm or-have Performed the said work and t'D that the work will be application are Irue to the hest ofhis knowledge and Mid;and performled in the manner sat forth in the applicWon filed Sworn too WOTe me this; .«.n...M«� ..» ..«.. .day _....... I.....«.«....«....,L.V. . Notary Public: ...... » »J�t1R9S !.HA17ER , .Y PUD3t.iC,S a ®$3Q� Y® f.......c8igeauugarAp ... .FORM - 08! � Qualified in Suffolk County t;®itlfflission Expires February 28,2C11 £ /� # 11 8L8££99 Town Hall Annex Telephone(631)765-1802 54375 Main Road �ax(631)765-g5Q2 P.O.Box 1179 G Q roger.dchert(Ntown.sou'Wo d.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ;j,�� �� � Date: 3 Company Name: Name: License No.: Address: 3 14 v a,�4 tAfY. //5-0-7 Phone No.: (J/V d73-- a5'?7 JOBSITE INFORMATION: (*Indicates required information) *Name: 'Foe- v *Address: 3g7s, ,/V Mi" //77/ *Cross Street: , *Phone No.: �) Permit No.: SBS Tax Map District: 1000 Section: 7a Block:_7 Lot: *BRIEF DESCRIPTION �OF`WORK (Please Print Clearly) (Please Circle All That Apply) *I's job f ready for inspection: YES / NO Rough In Final *Do you need a Temp Certificate: YES / NO Temp Information (If needed) *Service Size: C 3Phase 100 150 200 300. 350 400 Other *New Service: Re-connectd Number of Meters Change of Service -Overhead �riro? Additional Information: PAYMENT DUE WITH APPLICATION Pd C 82-Request for Inspection Form k 16160 -� TOWN OF SOUTHOLD PROPERTY RECORD CAR S OWNER A STREET OZ175 VILLAGE DIST. SUB. LOT L/, O M'ER OWgER N E CR. er770, FX le-7c s S W TYPE OF BUILDING RES. SEAS. VL. FARM COMM. CB. MISC. Mkt. Value �g LAND IMP. TOTAL DATE REMARKS 3� � � �� ,dam` � l ,,5""--+� �a �./°•� 4 -:7--06 Q �✓ d� 7k3 �16d-L240Zq 4�7 ��{ 7 �11'c�/v ` �{�}S,Oct) - AGE BUILDING'CONDITION 'NEW NORMAL BELOW ABOVE `FARM Acre Value Per ValueOo Acre Pce (0 O� Tillable ] F'- afi Tillable 2 Tillable 3 oodland iVampland FRONTAGE ON WATER 3rushland FRONTAGE ON ROAD -louse Plot DEPTH , ,�0° BULKHEAD rotas DOCK ® JOOIJ • ••• ••• • •- i ®� , P r ■■■■■■■■■■■■�l■ ill■■■■■■■■■■■■ ■■■■■■■■■■■■■11■f■■iii■ ■■■■■■■ � ' _� ~ ,. , -.. ■■■■■■■■■■■■11■ice®will ■■■■■■■ �.�y�3 •, �2 � , 1 �� � � 7irs. .,� ■■■■■■■■■■MIlli■■o■■■ M■■■■■■ ♦ 'i i y.t• r r y.: MENEM � a _ MENNEN • ®.4QR �►� y r/ 1°Far ltd a \ Kir ` X F e�Y 41 � a - �����__ j� eeeeee ���3 � - x�- j • eeeeee© ' � �e ■ecce■ eeeeeee t � � t - eeeeeee _ e���eeeee ee a eeQeee�:eeeeee eeeeee ` eee � ee�ee�1eeeeeee eee■ e!'�lel�lel gee®eee OMENoil � eefii�ll�e��e�:��eeeeeeeeee eeee�l�e®leeeeeeeeeee eeeel��eeeeeeeeeeeeeee eeeeeeeeeeeeeloweeeeeee y ;,- _ eeeeeeeeeeeee�eeeeeee 1 p CD " D 1 :�Ij",4w _ •- - 1'pi,a.,en• � �. 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OR •` _ � 'L �z,,,,' y .;3 i� ir;�^ ��°n.'�:,R`�jj'xzr�`.Y i PA , i5. s r _ �Z ,-i,�7 ,?r^^ ';�."• ;;;9;�44w,1 ,1 a^�s,.�ra-•rmr:�r,«�., .,, TRIM 1..f 6�1 _ _ i�•�R •r xso►5'- srf-y�r + / Oundotion B — oth I '' is-Y% a. ° (s 4 �y L 32-11 Z/o 'enczp"n -4- Dinette 1319 North Sea Road Southampton, New York 11968 M 631-283-6360 ax: 3-6136 ENCONSULTANTS, INC.■ www.enconsultants.com ENVIRONMENTAL CONSULTING March 20,2009 Joseph&Rita DeNicolo 3 Valentine Drive Albertson,NY 11507 RE: Residence&Septic System 3475 Wells Avenue Southold,NY 11971 Dear Mr.&Mrs.DeNicolo: Enclosed you will find the Town of Southold Board of Trustees Permit and the Suffok County Dept.of Health Permit(2-stamped surveys) which we obtained for you on the above referenced property. Both you and your contractor should review these documents carefully and strictly adhere to the approved project description,stamped-approved plans,and all standard and special conditions. Copies of all permits/approvals obtained for this project should accompany the application when filing for a building permit. Please have your contractor fill out and submit any notices of commencement(at least 48 hours prior to commencement of work)and completion,which are a requirement of the permits/approvals obtained for this project. If the required commencement and/or completion forms are not enclosed with your permit/approval,please contact our office and we will obtain one for you. All permits/approvals obtained for this project must remain valid until the project is complete. It is your responsibility to track all permit expiration dates and maintain the validity of these permits beyond their expiration date if necessary. Our office will need to be notified at least 45 days prior to the permit's expiration date if you would like us to extend the permit for you. Any permit extensions and/or modifications we obtain will be billed additionally plus reimbursement of all application fees. Should you or your contractor have any questions,we would be happy to try to answer them. I wish you the best of luck with your project and thank you for your business. Sincerely, j� Roy L.Hake, President RLH:mhe Enc. 1319 North Sea Road -� Southampton, New York 11968 631-283-6360 Fax, 631-283-6136 EN-CONSULTANTS, INC., www.enconsultants.com ENVIRONMENTAL CONSULTANTS TO WHOM IT MAY CONCERN: This letter will authorize En-Consultants, Inc. to represent me and act on my behalf with regard to environmental matters and/or permits. Signature P k De- NI Go L a Print 4-11 Signature Print Dated: f 1319 North Sea Road ter. Southampton, New York 11968 631-283-6360 Fax:EN-CONSULTANTS, INC www.enconsultants.com 3-6136 ENVIRONMENTAL CONSULTING D OED September 25,2009 SREQUESTFOR LETTER OFDENL4L Patricia Conklin,Plans Examiner Town of Southold Building Department Town Hall, 53095 Main Road Southold,New York 11971 Re: Rita&Joseph DeNicolo 3475 Wells Avenue, Southold SCTM#1000-70-4-6 Dear Ms. Conklin: In regard to the above referenced property, enclosed are the following for your review: 1. One(1)Building Permit Application. 2. Authorization. 3. One(1)survey. 4. Application fee of$35. I trust this information shall allow you to process our permit request. Should any additional information be required,please do not hesitate to contact our office. Sinc ely, Robert E.Herrmann Coastal Management Specialist /khs Enc. James H. Rich Jr. P.O. Box 208 Southold N.Y. 11971 March 6, 2010 Southold Town Building Department Southold NY Re: J. DeNicolo Building Permit Application, `7 jC L t 5 A J��' �o cV r>-j 0�n Board of Appeals#6355 Dear Sirs, After reviewing plot plan proposal by Corwin for Mr. and Mrs. DeNicolo I found that said plan indicates that my lot(7)has public water. Lot 7 does NOT have public water, only a well point and pump. By my estimate the distance from nearest leaching pool to my well is approximately 85 feet; is this acceptable?If not might the solution be for DeNicolo to pay to have house on lot 7 connected to public water? Thank you for your consideration of this matter. Respectfully, James H. Rich Jr. (Rich Family Trust#1) 3415 Wells Avenue Copies To: Southold Town Board of Appeals Suffolk County Health Department EN-Consultants Inc. Nathan T. Corwin, Surveyor 2 i7 p D ►S u V MAR r 2070 TOWNLDG.DEPT. OF SOUTHOLD 1319 North Sea Road 3-6136 Z � Southampton, New York 11968 631-283-6360 N4" ®N U LTA ' I ® Fax:www.enconsultants.com www.enconsultants.com ENVIRONMENTAL CONSULTING D E U March 19,2010 Leslie K.Weisman, Chairwoman MAR 2 5 2010 Board of Zoning Appeals Town of Southold P.O.Box 1179 BLDG.DEPT. Southold,NY 11971 TOWN OF SOUTHOLD Ike: Rita and Joseph DeNicolo,Case No.6355 Dear Ms. Weisman: I am writing in reference to a letter sent to the Building Department and copied to your Board by James Rich, Jr., which was written in response to our certified mailing providing notice of the upcoming public hearing on the captioned application for variance relief. Mr. Rich, whose property lies adjacent to and east of the applicants' property, identifies an error in the site plan relating to the surveyor's identification of his property being serviced by public water rather than by a private drinking water well. We appreciate Mr.Rich bringing this matter to our attention. Mr. Rich had actually been in touch with the surveyor previously for the purpose of identifying the location of his well, and the surveyor subsequently amended the map to depict Mr. Rich's well and to relocate the proposed sanitary system to the west side of the property in conformance with the setback requirements of the Suffolk County Department of Health Services. Due to an oversight, however, the site plan submitted to the Board of Appeals for the purpose of obtaining zoning relief did not include this updated information. Although I recognize that this issue is not one that lies within your Board's jurisdiction, we wanted you to be aware that the situation has been addressed to the satisfaction of the Suffolk County Department of Health Services, who issued an amended approval pursuant to an updated site plan prepared by Nathan Taft Corwin III, L.S., last dated March 10,2010, eight(8)copies of which are attached hereto. Should you have any questions relating to this matter,please feel free to contact me. Respec fully yours, L., Robert .Herrmann Coastal Management Specialist cc: James H. Rich,Jr.w/updated site plan Patricia Conklin,Building Department,w/updated site plan 1319 North Sea Road Southampton, New York 11968 631-283-6360 Fax: 6M EN-CONSULTANTS, INC. www.encnsultants.com ENVIRONMENTAL CONSULTING May 6,2010 Joseph&Rita DeNicolo 3 Valentine Drive Albertson,NY 11507 RE: Residence—3475 Wells Ave., Southold Dear Mr.&Mrs.DeNicolo: Enclosed you will find the Town of Southold Board of Trustees permit amendment, dated November 18,2009;the Town of Southold Board of Appeals"Findings, Deliberations and Determination", dated April 23,2010; and the updated Suffolk County Dept. of Health permit(2-stamped approved surveys) which we obtained for you on the above referenced property. Both you and your contractor should review all permits/approvals obtained for this project carefully and strictly adhere to the approved project description, stamped-approved plans, and all standard and special conditions. Copies of all permits/approvals obtained for this project should accompany the application when filing for a building permit. Please have your contractor fill out and submit any notices of commencement(at least 48 hours prior to commencement of work)and completion,which are a requirement of the permits/approvals obtained for this project. If the required commencement and/or completion forms are not enclosed with your permit/approval,please contact our office and we will obtain one for you. All permits/approvals obtained for this project must remain valid until the project is complete. It is your responsibility to track all permit expiration dates and maintain the validity of these permits beyond their expiration date if necessary(Trustees exp.2-18-11). Our office will need to be notified at least 45 days prior to the permit's expiration date if you would like us to extend the permit for you. Any permit extensions and/or modifications we obtain will be billed additionally plus reimbursement of all application fees. Should you or your contractor have any questions,we would be happy to try,to answer them. I wish you the best of luck with your project and thank you for your business. Sincerely, Roy L/.Haje, President RLH:mhe Enc. 1 D TOwN p S STT. HID 1319 North Sea Road Southampton, New York 11968 631-283-6360 Fax:A4� EN CONSULTANTS, INC. www.enco631-28n3-.136 3-6136 ENVIRONMENTAL CONSULTING August 10,2010 Attn: Rick Suter Suter and Suter Architecture PO Box 1709 Quogue,NY 11959 RE: DeNicolo Residence—3475 Wells Avenue, Southold Dear Mr. Suter: Enclosed you will find the revised(8/3/10) Suffolk County Dept. of Health Permit(2-original stamped surveys)which we obtained for the above referenced property. You, the DeNicolos and their contractor should review all the permits/approvals obtained for this project carefully and strictly adhere to the approved project description, stamped-approved plans, and all standard and special conditions. Copies of all permits/approvals obtained for this project should accompany the application when filing for a building permit. Please have the contractor fill out and submit any notices of commencement(at least 48 hours prior to commencement of work)and completion,which are a requirement of the permits/approvals obtained for this project. If the required commencement and/or completion forms are not enclosed with your permit/approval,please contact our office and we will obtain one for you. All permits/approvals obtained for this project must remain valid until the project is complete. It is your responsibility to track all permit expiration dates and maintain the validity of these permits beyond their expiration date if necessary(Trustees exp. 2-18-11; SCDH exp. 3-5-12). Our office will need to be notified at least 45 days prior to the permit's expiration date if you would like us to extend the permit for you. Any permit extensions and/or modifications we obtain will be billed additionally plus reimbursement of all application fees. Should there be any questions,we would be happy to try to answer them. Sincerely, Ro .Hake, President RLH:mhe Enc. cc: Joseph&Rita DeNicolo w/copy °F sov�y®l � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 ®lyc4Ullll,'� September 29, 2016 BUILDING DEPARTMENT TOWN OF SOUTHOLD Joseph Denicolo 3 Valentine Dr Albertson NY 11507 Re: 3475 Wells Ave, Southold TO WHOM IT MAY CONCERN: wing Items(if Checked)Are Needed To Complete Your Certificate of Occupancy. The Fol Application for Certificate of Occupancy. (Enclosed) &C,1 ()-114 G Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Sol er Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 39249- Add/Alt REScheck Software Version 4®300 Compliance Certificate Project Title: DENICOLO RESIDENCE Energy Code: 2007*New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 12% Heating Degree Days: 5750 Construction Site: Owner/Agent: Designer/Contractor: Wells Ave. Southold,NY 0 0 Compliance: Maximum UA:817 Your UA;618 Gross Cavity Corit., Glazing UA Assembly Area or R-Value R-Valuo or Door Perimeter U-Factor Ceiling 1:Cathedral Ceiling(no attic) 2440 27.0 0.0 93 Wall 1:Wood Frame,16"o.c. 4172 27.0 0.0 183 Window 1:Wood Frame:Double Pane with Low-E 514 0.310 159 Door 1:Solid 75 0.400 30 Basement Wall 1:Solid Concrete or Masonry 2095 0.0 27.0 153 Wall height;8.0' Depth below grade:6.0' Insulation depth:4.0' The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application.The proposed systems have been designed to meet the 2007 New York Energy Conservation Construction Code requirements.When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications with this Code. k, SCS- j � Name-Title Date 0?8' yOQ. O R� Project Title:DENICOLO RESIDENCE Report date:08/19/10 Data filename:CAUserslsuter and suter\Desktop\Dell Computer Backups\REScheckldenicolo residence.rck Page 1 of 4 REScheck Software Version 4.3.0 Inspection Checklist Collings: ❑ Ceiling 1:Cathedral Ceiling(no attic),R-27.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-27.0 cavity insulation Comments: Basement Walls: ❑ Basement Wall 1:Solid Concrete or Masonry,8.0'ht/6.0'bg/4.0'insul,R-27.0 continuous insulation Comments: Exterior insulation has a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled 1.1-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor.0.400 Comments: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,fixtures are installed with a 3"clearance from insulation. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Insulation Is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in unconditioned attics or outside the building are insulated to at least R-8. ❑ Return ducts in unconditioned attics or outside the building are insulated to at least R-4. ❑ Supply ducts in unconditioned spaces are insulated to at least R-8. ❑ Return ducts In unconditioned spaces(except basements)are insulated to R-2.Insulation is not required on return ducts in basements. Duct Construction: ❑ All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric,or tapes.Tapes and mastics are rated UL 181A or UL 181 B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Project Title: DENICOLO RESIDENCE Report date:08/19/10 Data filename:C:\Users\suter and suter\Desktop\Dell Computer Backups\REScheck\denicolo residence.rck Page 2 of 4 D The HVAC system provides a means for balancing air and water systems. Temperature Controls: 0 Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Separate electric meters exist for each dwelling unit. Fireplaces: Fireplaces are installed with tight fitting non-combustible fireplace doors. Fireplaces have a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: Lj Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. Circulating Hot Water Systems: Circulating hot water pipes are insulated to the levels in Table 1. Heating and Cooling Piping Insulation: Lj HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Swimming Pools: Ll All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Project Title:DENICOLO RESIDENCE Report date:08/19/10 Data filename:CAUserslsuter and suterlDesktoplDell Computer BackupslREScheckldenicoto residence.rck Page 3 of 4 rr r Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature(°F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness In Inches by Pipe Sizes Piping System Types Range(°F) 2°Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/remperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-555 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Project Title:DENICOLO RESIDENCE Report date:08/19/10 Data filename:C:1Userslsuter and suter\Desktop\Dell Computer BackupslREScheckldenicolo residence.rck Page 4 of 4 REScheck Software Version 4o5e0 Compliance Certificate Project Denicolo Residence _ 1 2014, Energy Code: 2010 New York Energy Conservation JUL 2 Location: Suffolk County, New York Construction Type: Single-family BLB���EBPT Project Type: New Construction TOMAUOAR0, , Conditioned Floor Area: 0 ft2 Glazing Area 15% Climate Zone: 4 Permit Date: - Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Wells Ave. Southold, NY 0 0 ® e o '-" ' 'K -�s �s''s. .{t'-4-,,Y: U ZNQR072-0k,7 ''�� -`''+'r.- =z•'7','. .�'v� �' :'' F Compliance: 8.3%Better Than Code Maximum UA: 684 Your UA: 627 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies NEWr Ceiling 1: Flat Ceiling or Scissor Truss 2,000 30.0 0.0 0.035 70 Ceiling 2: Cathedral Ceiling 440 21.0 0.0 0.048 21 Wall 1:Wood Frame, 16" D.C. 4,172 21.0 0.0 0.057 200 Window 1:Wood Frame:Double Pane with Low-E 626 0.310 194 Door 1: Solid 42 0.300 13 Basement-Wall 1:Solid,Concrete or Masonry 1,875 - 0.0 12.0 0:069 -129 Wall height: 8.0' Depth below grade: 6.0' Insulation depth:6.0' Compliance Statement. The proposed building design described here is consistent wit hr h building plans,specifications,and other calculations submitted with the permit application.The proposed building has been d Ign d to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.5.0 an the mandatory requirements listed in the REScheck Inspection Checklist. �ck Il�ame-Title Signatu �9 � Date 0 Project Title: Denicolo Residence Report date: 05/07/14 Data filename: Untitled.rck Pagel of 1 l� SURVEY Of LOT 6 MAP OF PLAN OF LOTS OWNED BY GEORGE B . WELLS FILE No. 859 FILED NOVEMBER 28, 1927 SIT UA TE SOUTHOLD TOWN OF SOUTHOLD I . SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-70-04-06 SCALE 1 "=20' SEPTEMBER 13, 1999 FEBRUARY 21, 2008 UPDATE SURVEY & ADDED TOPO. JULY 30, 2008 ADDED PROPOSED ADDITIONS DECEMBER 2, 2008 SET LATH FOR SITE INSPECTION DWELLING DECEMBER 30, 2008 REVISED AS PER LETTER DATED 12/16/2008 USES PUBLIC WATER FEBRUARY 22, 2009 REVISE NON-TURF BUFFER TO 15' WIDE JULY 20, 2009 REVISED MARCH 10, 2010 ADDED WELL LOCATION ON LOT TO THE EAST & REVISE PROPOSED SEPTIC SYSTEM USES PUBLIC WATER IN STREET DWELLING `NAR 18 LLS x 18 72 / / AREA = 20,516 sq. ft. (TO BULKHEAD & TIE LINE 0.471 ac. '1909 OF PAVEWENT/ 71 / �? ON FEBRUARY 21, 2008) EDGE 18. � � / 18.77 Ung POLE AWA �� EDGE o MEN7` o�O'oo r WTV 18.5 �j FAIL FE CE 0. /16 CERTIFIED TO: t SSP 0.6 s. o + RITA DENICOLO FELn NCE O-SS' W9CIR dd'` JOSEPH DENICOLO FOUND CON • 18.6 C1v < O ETER </ Fj RAIL ON. 0.5'N. SPOT \ FENCE ° 101.07 rZ a. x O��f / Lpl © S Q FOUNDWO . 814 ' Oo N� O�� F S yV- :a rJi O� IS CONC E %O- \Fo N 18- o0k as,e: e `s 0.06 p <�`��� �° _,/.. . , :a / NOTES: b 6.0 /13.4 TEST HOLE DATA Mp,1�N Ov Q� �\ o��\ W \ m pp " 1 . ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM DIX, \ �` (TEST HOLE DUG BY McDONALD GEOSCIENCE ON DECEMBER 27, 2007) EXISTING ELEVATIONS ARE SHOWN THUS: 10-0 OSev \ON \ 1 ° y � 2} P� PNS \G �� 1k.11 ' . 1 - d r" RPM ; �X o-- 16.1' D. EXISTING CONTOUR LINES ARE SHOWN THUS: - - - -10- -- - -- �� '. DARK BROWN LOAM OL F.FL. - FIRST FLOOR FAR F ` \ G {j` • f 4 1 t'?, . 150' O pCISTINO WELL 1' G.FL. - GARAGE FLOOR Vol 0'00 p\P\NG �' tp W \ �, ,t T.B. - TOP OF BULKHEAD N 7 p��9 \ � p\P� M ` :_..:: 1 , \(0-0I \ - BOTTOM OF BULKHEAD 1 B BROWN CLAYEY SAND SC �\p d .. ° '.a ZC \ 1 1 .4 L7//// T - TOP OF WALL 5�5 \NS ��(\5�\N� \ e•. R!may° 1. Y\ / NG N000 EXISTING CESSP00 ° .. 3' B.W. - BOTTOM OF WALL 0 1 .......... n / EXIST WP �p e. °. IA� �p,� Z pECK REWO '4 2. MINIMUM SEPTIC TANK CAPACITIES FOR 5 BEDROOM HOUSE IS 1 ,500 GALLONS. a O BE 1 TANK; 8 DIA. 5s LIQUID DEPTH �(H 2 �� .r_: ;:.$.j :..:: :. �� I 3. MINIMUM LEACHING SYSTEM FOR 5 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. W \ I 7:':::::•:::::::::�::::�:::::::: : .:`:: B ,.K S ::::::'O•::.... , d e' PALE BROWN FlN T MEDIUM f 0 .... oi:::::: l E o m SAND SP 2 POOLS; 8 DEEP, 8 dia. LAr............. .. t� TEST HOLE :::::2 " pR. o. Y. �tD c l" `` g . C10N. :: :::. ,5 :..4. /....``...1 ! / SE10 pl e / .:. •: �.: � J I � pRpP ��\.T\O I 1 PROPOSED EXPANSION POOL :•r}�vtl�'16 .......�:::rr�'iil.:. p�yso X 15.7 t O O - J 9 EX157 \a1.p2 rn :::. .........S': ..... cn e C• 4 PROPOSED LEACHING POOL 'w. ::: .... :... ...... 1 o EL. 1.E' 14.3• \S1\N� 005E ....'' EX ME G WATER IN PALE BROWN FINE TO MEDIUM SAND SP PROPOSED SEPTIC TANK L` ERP EX15DN / REGO o�R �jH / 17* 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD BE USE 0 2 / _ OBSER`,/ATIONS AND/OR DATA. OBTA!t�{FD i R'Os'.4 OTi tit:>. N o 141 / ASN f... . AS TWa STORFONUNOA�ON BASEMENT FL. ` / �� O A/�ELOGATE° 2 5. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND jogs '`` .. " REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. � / .r•.:.:..................... pAT10 :' PAS 'ilk . : : : : o" BR'CK T REM"NK DEc / 6. FLOOD ZONE INFORMATION TAKEN FROM: pJG 'Q NG Wp0pA�0 �' FLOOD INSURANCE RATE MAP No. 36103CO166 G / EX1s�BR1cK f ZONE X*: AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE 13 O N 0REWPW a (� POTION `� \ To x / DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 2 or- / 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100-YEAR FLOOD. RE�p�19 IA.O� 12-3 12.6 19 \T l /�G O TONpLp O�Ft•F�- X / ` � gF'�eip/ � 11�°_Nn�1 ZONE X: AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. / WOOD Ecy, I ��To 4c cokp4r c� 91 GJ UNDER � /y 12- - _ ' I 01e4/ 7.4 1 / CO11.5 1 / M N. / I CON 1 1� � / / � �--• �pRMGORAIN /1 ZONE /\�0 X� / ONE X ° STAKED HAS DRAINAGE SYSTEM CALCULATIONS: �1- FLAG G NCE AN POLE /T IWRI RF BUFFER Foto MON. ROOF AREA: 3,121 sq. ft. 9 8.3 OG 3,121° 3,121 sq. ft. X 0.17 = 531 cu. ft. X -�� / oN Bu`'H2' 6' 531 cu. ft. / 42.2 = 13 vertical ft. of 8' dia. leachingpool required r TO THF HIGH WINED FENCE tJ p q 00T. PROVIDE (2) 8' dia. X 7' high STORM DRAIN POOLS O 8 Z TIDAL NW p5 G FN( DEROF BULKFI�OM D T.B 6.1 0 Z WA[ER UN UO ANTS. INC. ON 12/ 1c:7- n 1 v! 9Y EN-CO WOOD BULKHEAD BULKHF�W / \ .O MARK _4 PROPOSED 8' DIA. X 7' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: \ :.j C LAMP B 8.1 TIE LINJE ALONG N T.B. ' Z7; POST HIGH **TER T.B• 9.23 WOOD BULKHE B.B IOOD 8 LK" 88039' 12" W W00 MARK ALONG gUIKHEAD 1.4'W�,H H WA » `A' '30 V� WOOD15 79� S so-2A DOCK CREEK " SO.4 , CKEY 1,_0,04, J w EXISTING LOT COVERAGE DATA PROPOSED LOT COVERAGE DATA RAMP DESCRIPTION AREA % LOT COVERAGE DESCRIPTION AREA % LOT COVERAGE PILING UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF HOUSE 1,658 sq. ft. 8.0% EXISTING HOUSE 1,658 sq. ft. 8.0% SECTION 7209 OF THE NEW YORK STATE WOOD DOCK EDUCATION LAW. MAP NOT GARAGE 586 sq. ft. 2.8% EXISTING DECK 569 sq. ft. 2.8% THE COPIES LANDFSU THIS SURSURVEYOR'S INK D SEAL ORRING EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. COVERED WOOD PORCH 175 s ft. 0.9% PROPOSED ADDITIONS 1,463 s ft. 7.1% f & WOOD LANDING q• q• PWN / CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE WOOD DECKS & WALK 680 Sq. ft. 3.3% LENDING INSTITUTION LISTED HEREON. AND PROPOSED D 131 sq. ft. 0.6% TITLE COMPANY, GOVERNMENTAL AGENCY AND 7.13A,FINAL MAP TO THE ASSIGNEES OF THE LENDING INSTI- SEE DECISION # TUTION- CERTIFICATIONS ARE NOT TRANSFERABLE. TOTAL 3,099 sq. ft. 15.0% TOTAL 3,821 sq. ft. 18.5% .�Qbol THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDANCE WITH THE MINIMUM -q,,_�, STANDARDS FOR TITLE SURVEYS AS ESTABLISHED, `• BY THE LI.USE AND APPROVED AND ADOPTED'; NS,i1, in III FOR SUCH USE BY THE NEW YORK ST,4Tr;LAND-�^^-- J'© e TITLE ASSOCIATION. �,•�r�,t•�-����7•C,O� .•P�,_ r or Land t qtr e(• 4/' ��', �nJ• °" Ertl• Title Surveys - Subdivisions - Site Plans - Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 322 Roanoke Avenue P.O. Box 1931 N.Y.S. Lic. No. 50467 Riverhead, New York 11901 Riverhead, New York 11901-0965 23-231D1 SURVEY OF LOT 6 MAP OF PLAN OF LOTS OWNED BY GEORGE B. WELLS FILE No. 859 FILED NOVEMBER 28, 1927 SIT UA TE . SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-70-04-06 SCALE 1 "=20' SEPTEMBER 13, 1999 FEBRUARY 21, 2008 UPDATE SURVEY & ADDED TOPO. JULY 30, 2008 ADDED PROPOSED ADDITIONS DECEMBER 2, 2008 SET LATH FOR SITE INSPECTION pWELLI R DECEMBER 30, 2008 REVISED AS PER LEITER DATED 12/16/2008 USES PUBLIC WATE FEBRUARY 22, 2009 REVISE NON-TURF BUFFER TO 15' WIDE JULY 20, 2009 REVISED MARCH 10, 2010 ADDED WELL LOCATION ON LOT TO THE EAST & REVISE PROPOSED SEPTIC SYSTEM PUBLIC WATER tg APRIL 1 2010 ADDED 75' SETBACK. & SETBACK TO DECK FROM BULKHEAD USES PUBLIC R IN STREET / JULY 10, 2010 REVISED TO SHOW HOLLY TREE TO BE SAVED PUBLIC NATE AV-ENUE7x I�TTELLS X 1 .7 / / 7.1 x �pE OF PAVEMENT (TO BULKHEAD &ATRIE AREA 00' 1 6aGq, tt. 18 / WIRES \�OVER�EAD_ 07 16.9 .�0� , � ON FEBRUARY 21, 2008) d 4 1877 <° 3 Ung POLE fWATER�VE / PAVEMENT ./<' t , 12.5 (Bj NCE EDGE 0� NYT SP FAIL FENCE 0 /16 WIRES- -+ \81 4� O."b' � OVEN.. rIPENCE FENCE 0.3 S• WALK / CERTIFIED T0: RITA DENICOLO FOUND CONC• ts.s SP, a \'n' �IEIER �105EP11 DCNICOLO MON. 0.5 W. Z U1� ° e° N%% / / �a • _ 101.0 ' a^� �' $�- / LpT© / / 11g iini ,,,= C�P&�,.t}encer+�betncni wt*T 0, `r / / / 1k O rrvodl c'�S.7_03.1 u�+ fJ CONC. N 81.40'00 18 31 / ° \ ° ° r� O / NOTES: Sao \ O . -'. 4-4 ,V. : .0 �� TEST HOLE DATA N / �° pP . °� x 1 . ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM M�`N"oy� $ \ \' g �. �Oy\ J��1 GP�p.C� (TEST HOLE DUG BY MCDONALD GEOSCIENCE ON DECEMBER 27, 2007) EXISTING ELEVATIONS ARE SHOWN THUS: 10-0 MIN\ C o 1 't ° ..a 3 E�c15�. t n0 _. / M � � � � � 16.1• a' EXISTING CONTOUR LINES ARE SHOWN THUS: - 1 1 <.. \ r RA PQSAS \� \ ° \ 4 4 NR 1150' �O �•�p(ISTING WELL .. ' ; -1. DARK BROWN LOAM OL F.FL. - FIRST FLOOR F�pNC•N°N 20 �„ OF O' w T.B. - TOP OF BULKHEAD 1' G.FL. - GARAGE FLOOR N 0 \ � a Q� 1 \6• I � � � \ B.B. - BOTTOM OF BULKHEAD 1?\P\N6 APE To n . 22p a 1 °'• a a \ , 4 BROWN CLAYEY SAND SC A` T.B. - TOP OF WALL 05 �� \0 "'s \ � � �QY4. � -::rirrrr:i{-i.•:::.�...\� � I $x WOOD \- EXISTING CESSPOOL ° 3, B.W. - BOTTOM OF WALL ??-01' O \NS�P�' \\ 2L\•.O' 9 PGPNRI. DR \ 'iV:•iri:i•rrrr::i•riirr.=. , 1,361 "^ / i�s'TIN&,NpLK D ^' °: y SCK REMOVE •a 2. MINIMUM SEPTIC TANK CAPACITIES FOR 5 BEDROOM HOUSl- IS 1 ,50)0 GALLONS. 1 TANK; 8' DIA. 5' LIQUID DEPTH 2 ` ` A. 3. MINIMUM LEACHING SYSTEM FOR 5 BEDROOM HOUSE IS 400 sq ft S!DEWALL AREA. \N 10 6� s � .:.:.. n K s , i 'a i:: d ........................... O \ I '::-;::•:::-:}:.-.:.{i- }:} rrrr:r.. 8 Z PAIS BROWN FINE TO MEDIUM SAND SP 2 POOLS; 8 DEEP, 8 din, TEsr HOLE .:; "' °, lS a :;: cD O 1 ✓1 2 \��O .. .�.:::.... .0. \:.' :: I / p5�� �\ON e PROPOSED EXPANSION POOL ` K•- �,..•5 ov F G ::•::is i::: X 12.7 f 2 .O' o a a j0 `'', e•, I U+ ?:aG}8 ::::::::r^::..::: ' EX15T• F.FL.yq'Q2 PROPOSED LEACHING POOL _..,0?. EL 14.3' ................ Pty", � ::r}::: I \-- ----j In 1, "pisu.v ',: O WATER IN PALE BROWN FINE TO MEDIUM SAND SP PROPOSED SEPTIC TANK --.-._•.,.,-....... / BE REC VSE OVETt ��" / 17' N / SjoRv H° roN °D , 4. THE LOCATION OF 11'l/ELLS AND CESSP QQL,S SHOWN HEREON ARE FROM, Fii.L � O 14� 1Aj" AS ° FOUNOA gA5EME24 S,EPj OBSERVATIONS AND/OR DATA OBTAINED FROM 07-HERS. - I �- A t ire . •, CLEAN BEREv ,g 5. EXISTING SEPTIC SYSTEM STRUCTURES _HALL BE PU� .,IF EUI AND �z T° '` REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. f An S,�F4 C?L'F`.Ct?UM Y DT i/�R3'MLTtT d; ItiALTH SERVtC�S / :... ::...................... Paw ., oy��5 : : : :: : o" BR IST. BRNK P 6. FLOOD ZONE INFORMATION TAKEN FROM: r TNG WpopA��K I C t;k�y . d ,tat► t�y�, ,p Od S : O1.A FLOOD INSURANCE RATE MAP No. 36103CO166 G �3 N oN o BRIw s2 a'Tl'dG[;F APrf'IL'`;<' ftLSTDENr_'RONLY ZONE X*: AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE TpR'(Po�SNv�-� o t^ TO REMA x $ a '' ,� DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 11. �i I, 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100-YEAR FLOOD. ?gC ' IA.02 12.3 0 I r �O L �} F�-�. x 05' �� ee/`�O APPROVED �� ,; I�' �' ZONE X: AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. c� •io F �' I uN°��EG ��ro����Ns'4roc,� o" � I I? POR h. XI'yitiN4 OF BEDP.00IciS 1 / ' 7.4 ` EXPTIRES THREE YEARS FROM PATE OF APPROVAL 11.5 / 1 FOMD,Dj. I J r CONC 1t- - - / �w / E)CISTI 5TORMGORAIN / �� / x / ( I �`I ZONE X* Revived 1''an ApflrO��ed l Expires ----'-/5 i Z� DRAINAGE SYSTEM CALCULATIONS_ �0 G' / D S,PKED �� '' 1 FLAG 1 / NCE f(Il POLE Ct,`IMm�RF BOi ER FOONo M0N' ROOF AREA: 3,121 sq. ft. 9 8.3 / PRONG / gU�H�p 6.6 N 3,121 sq. ft. X 0.17 = 531 cu. ft. x-�- 1.2'w 531 cu. ft. / 42.2 = 13 vertical ft. of 8' dia. leaching Pool regUired To VE t e _ 1 o gouNDAROF BU LREADOPSIII'TE MI EO p 8Wg 61 N Abardonr ent of existing sanitary system must be in PROVIDE {2) 8' dia. X 7' high STORM DRAIN POOLS Z >;-0 W ONG FACE ON 12io�� 'cD PROVIDE with department requirement Submit -tA WX ER UNE AL INC. BULK" N GZ EN-CONSULTANTS. completed form WWM- /� 7� T.B. WOOD BULKHEPD B 1.5 W. .011_as proof > > (....... N T.B rn: LAMP g.B.1.3 TIE Ulmk.ONG PROPOSED 8 DIA. X 7 DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHO4l�1 THUS: POST HIGH WAT.t MARK 1_4 T.B.: g,23 p BULKHEAD g.H'y K �pNG 1000 B L`KAH' C $Qo 39' �" Wa0 BUIXHEAD 1.4'W�p{ H WA ' 1t V`1 WOOD J CJ , �?t, A.^F Norf�` 5 $Oo 30 POCK 5.79 Sanlii"rY SYstem not to be installed CPE-rte K /V SO 44j, Under drivetjay. L JOCKKBy '' o °4" J w EXISTING LOT COVERAGE DATA PROPOSED L(;T COVERAGE DATA RAMP DESCRIPTION AREA % LOT COVERAGE DESCRIPTION AREA % LOT COVERAGE PiLNG UNAUTHORIZED ALTERATION OR ADDITION HOUSE 1,658 sq. ft. 8.0% EXISTING HOUSE 1,658 sq. ft. 8.0% TO THIS SURVEY IS A VIOLATION OF FLOATING SECTION 7209 OF THE NEW YORK STATE WOOD DOCK EDUCATION LAW. GARAGE 586 sq. ft. 2.8% EXISTING DECK 569 sq. ft. 2.8% COPIESO THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. COVERED WOOD PORCH 175 sq. ft. 0.9% PROPOSED ADDITIONS 1,463 sq. ft. 7.1% & WOOD LANDING CEP.TIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY PILING IS PREPARED, AND ON HIS BEHALF TO THE TITLE AND WOOD DECKS & WALK 680 sq. ft. 3.3% PROPOSED DECK ADDITION 131 sq. ff. 0.6% 1 ENDING MNSTIMONLISIED HEREON,NMENTAL NC AGENCY TO THE ASSIGNEES OF THE LENDING INSTI- TU11oN. CERTIFICATIONS ARE NOT TRANSFERABLE. TOTAL 3,099 sq. ft. 15.0% TOTAL 3,821 sq. ft. 18.5% THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANN, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED a�: ■ D ADOPTED BY SUCH USE BYNTHE PNEW VYORKNSTATE LAND a.n4-1:a- Co r w 1 TITLE ASSOCIATION.'"'"- ^,- �'� ' ves r o r `fid /{ •r'~�.4� ��� -___ DINE s � � T'tie Surveys - SubJF-isions - Site Plans - Construction Layout s PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 322 Roanoke Avenue P.O. Box 1931 / N.Y.S. Lic. No. 50467 Riverhead, New York 11901 Riverhead, New York 11901-0965 23-2301 '1 JI' _„y .; EY O F L 0 T 6 MAP OF PLAN OF LOTS OWNED BY GEORGE B . WELLS FILE No. 859 FILED NOVEMBER 28, 1927 SI T UA TE SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK ;oz 5 - env �I S.C. TAX No. 1000-70-04-06 ! 1 I SCALE 1 ”=20' I' I r'' SEPTEMBER 13, 1999 L FEBRUARY 21, 2008 UPDATE SURVEY & ADDED TOPO. JULY 30, 2008 ADDED PROPOSED ADDITIONS DECEMBER 2, 2008 SET LATH FOR SITE INSPECTION DECEMBER 30, 2008 REVISED AS PER LETTER DATED 12/16/2008 (� FEBRUARY 22, 2009 REVISE NON—TURF BUFFER TO 15' WIDE J V JULY 20, 2009 REVISED MARCH 10, 2010 ADDED WELL LOCATION ON LOT TO THE EAST & REVISE PROPOSED SEPTIC SYSTEM APRIL 1, 2010 ADDED 75' SETBACK & SETBACK TO DECK FROM BULKHEAD JULY 10, 2010 REVISED TO SHOW HOLLY TREE TO BE SAVED JULY 17, 2012 FINAL SURVEY DWUBLICG\NATER USES P AREA = 20,516 sq. ff. CERTIFIED TO: DWELLING (TO BULKHEAD & TIE LINE 0.471 ac. RITA DENICOLO 1 USES PUBLIC WATER IN STREET ON FEBRUARY 21, 2008) JOSEPH DENICOLO PUBLIC WATER AV �� JIII�1�, r ELLIS , EDGE OF PAVEMENT A UTILITY 4 5 _tom OVERHEAD WIRES 101 ,0"� pOLE #_ . SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES y ELECTRIC " /Box. . _ — UTILITY APPROVAL OF CONSTRUCTED WORKS FO=: 8, O 401 o o �� . 1 WATER BOX EDGE O�EMENT L U Q�VALVE FEPICE WIRES TEL PHONE I 0.6'S. 0'L W' A�J'ttliGLfw I"AfiiLY RES!CENCF OVERHEAD � BOX per— W �- UTILITY J]` \ ll1 0810_ �, 2 -1 2t1% H..` ,R-t. N:o, , !'►"�—c ••�—C:s•�i 1 I POLE4 WATER I J _-_�...._,_.. .._.. FOUND FOUND GONC. METER The sewage disposal and water Cupp �9Ciul•i<::` ` : ti4i.• ', N p, MON' Inspected ane/or certified b this De a men!er c� CONC. T o \ \ Fy i� rt', ld f0wid to N at•ao'oo" E m�0 be satisfactory FORA{'~r9AXii' UNION� F=��;:EOl�gs 101.07 Z vc�' LOT©�� ., FOUND CIA. E fl v c� ! l O `"•o. GONG3 2°'00 J o o A / L O • t.� '_ '""., y N1570 Sao°° rn° N• Z s _ Wafter J. v+ o• \ / \ I Office Of W stewa',C!{'Oarlaiiji;tuent 0 _ \ O a ___ RLCToaF? /� _ OEXISTING 23' Z WELL m 1 50 2 A / h o U10 35' \ 28 �� \ �—EXISTING CESSPOOL Y/AN r 1 4 0 -n 's- y 2 Oy CO .� OT; 123 No 12� ON"R v`. w 0j/ ROOF PO GN rn ' S1AjE Lo N 6•B � O R FRPME N°uSE i _. _. . •N__ O 6) 9:7 n .01 G 16j p m 2�' o Z N 0 0 G� y 224 O � C'0 U 4- n-o yA oo v� WpOD DEGK AN N n� N p 0A T 1g a y n rn I � �DRYWELL I � N° 1 GONCEXISTINGDRAIN / STORM I I � rn I FLAG POLE FOUND MON. GONC. I N � \i BULKHEAD TO p HAS DIGVA ETERMINFD 1 FENCE N 1NOS 0.6'W. o WATERWEN SULTAN S' NCFONU12/�/08 TIDAL •� w. I gy EN-CONSULTANTS' gULKHEAD BULK1 FAD D N, •O � WOOD u,JJ 1 LAMP TIE LINE ALONG P057 HIGH WATER MARK — B LKHEA EAD ALONG OOD 7 9. WOOD MARK ��°� BgULy ULKHEAD 1.4 W H H WAT 9 5 80°21 '30" W DUCK N 15.79, C 11 X04" .071 �V RAMP PREPARED IN ACCORDANCE_W17k1,THE MINIMUM PILING STANDARDS FOR TITIe'SURYE(�,AS fSZABLISHED BY THE L.I.A.L.S. ND PPROVEII:AND ADOPTED FOR SUCH USE Y T EW-YORK S NO TITLE ASSOCIAT 9% G rr` a" FLDATNG WOOD DOCK PILING 1 s N.Y.S. Lic. No. 50467 UNAUTLathan Taft Corwin '�I SECTIO 7209 ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 72LA OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 FOX (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. 23.231h • Z,'-D �Jrp Ali �•�/' Figure 3.8a Corner Stud Holddown i, a it ,r i t. I l� �' 1 Detail - 3 Studs With Blocking lIq Blocking at 24"o.c. u I I _ Sidewall ;� , „ � fir t ��: ,� � ,'it l — �, �` �'' I► �' t n � .I� i �,� -� • Holddown zz` `I <. j \ • 2-16d Common I V� (v`` ` t�1' - c- • • • Halls at l0"O.C. n �� 1 I -� rL N ,�° I • x I i Corner stud � )m � _ - -�-- \ t� J -) (a 7 .19`I conn ed to transferct shear ;j' �J , ftl I tad-f7 ST�t 2 ` N >, A11- ZZ V -D , I , HOLLOW COLUMN UPLIFT CONNECTIGN S y ;r'"n 0 ' l BP BearingPlate 1 `l' � �! -f {----•(--_ -� — f, I � ET22 - r c' Anchor i Min Min Min Allowable Beam _.. (-: (�' - �� t'` _ tD'I w�p -NI r lttiP � I ' Allowable I I t I Anchor Drill Bit M° Ancfior End Edge Tension Connection Loads +� I�, �lt i1 I --- - i Embed. �� f J�f� /`i2 `( Lj Dia Dia Length Dist. Dist. Loads Model No. Fc=2000ps Installation ! (� 211 I 1 o i, s/ 4'/a 6'/a 63/a 3'/2 2650 BPt/2 2345 -� ` -- � i .. 1 I; •.4--- _ _ - GL�75 �DOiZ � �-�'4��� U z a •` .Q F 1/2 s/a 4+/4 61/, 6% 13/4 1920 LTT20B6 1750 � I. / 1 `' s/ pia 5 7 7'/z 4 4000 HTT226 4000 Double'Lx 't` t Jur i � ii-- r, ' �1 AA o e a s minimc rv,� \ �1Vw i _ �� ' , 5/a 3�a 72 14 7/2 1/a 2860 BP/e 2860 for heade 0 '/4 7/13 63/4 63/4 10'/e 5 6 i 15 B P3/4 4400 or bear.. \ t f N3/a '/8 63/a 63/e 10'/8 2'/2 4785 BP3/4 4400 a o 7850 BPS/e 5195 ; (�9/a 11/'/a 6 \n / 2/a 1 15'/2 171/2 115/a 1z/a 5450 BPS/e 5195 _ 1 1'/a 9 11 131/2 6 8045 BP1 7100It (� - -- •� i I . Apr/ 1 �� vF , - r-_'�<�,�N� �t_�r Y 131/2 3'/z 6745 BP1 6745 s J_ Threaded Rod 1.Allowabte loads 1^ r.•,d strength are based on 4.'.oads are based on grade A 307/SAE1018 = a tactor of satey of four on the average ultimate Threaded rod. load.The may not be increased for load 5.OF loads are based on Fc-L equal to 625 psi. CN Coupler`'.L t o, y y duration. F'.owable loads"or other species must be - - ,__ _-- 2.For two pour condition,increase anchor length adjusted to code.. f`*• ----' 'g . _.._.... . t depth 4". 6.See Optional Installation. I ✓ Minimum t --- , 41 and embedmen - 3 Coupler nut to be A 3Q7 or better. 7.ror epoxy anchorage,refer to page 3. distance G7 �.- 1 ihreadPc, r. v 1 /7i 7J� \ te'ti, �( i,�`�1 !� i l- I V (71 see tableicY -' 4 Option at installation t� Use LTT209 wil'i 10-16d Ust ! ''o common* or FrTT22 with —� / / ), 32-16d sinkers fastened j ... .. . �y .� _4J.r 1 i -- s_- - - _-- _--_ - ---=--_ -__ - n X 1 UN \ 1 — i � U� ire I �b ► � � .- I -I - - 10 IA 411n , ci_ X p VW-r � h c. �r .� l l7(0PI. ;v= c'N 1L Lill 11J. .. � i I a fZV A, t - -� i I it .. .._ ._..._...� __..M,.w.._ _ -- - -- - - - -_.__._._ — _ ,. - - -- -- ��;;,�;/ — ----- � --- ----_--._.-- •- -_._. _- --._ . n>Z 2x12 _ t ----- - 1�� �'-� 4�� z'-6` 1- iii �� ��, z �2 t I r- --- ; APR 3 0 2014 f � • - . - ----_ _.—..._____._- _-------• r 5L�). F7 _ 17R)NI � ��t��5� ---.J } t_ r z r� cid � I �` -- I IR�� �LO� � �� 6� i�1 U T E R _- - AND ►5 T ��' i D E S I G NA R C H I- T E C T U R E • L A N D S C A P 1. o o &ACIA66 of, 1 `� �k -- .r [� ►! - 11 L .-- .-_- q- _ . . _ z j - - P. O. BOX 1709 124 JES.SUP AVENUE UOGUE, NY 11 959 (-tiJv'j �" ��� n- = ! _ L r Q --- �.�.(, - 6° 3, 9 33• ��z„3 q” Z ,.14• • � 1'/ -v� tz,Fvur'n 63 1 . 65-3 . 3877 www.suterandsuter.com FAX 63 1 . 6 5 3 . 3 8 7 `� 1�� t 1� ,�`r�� ' t¢ 7' ��° - �I,`...".� _ ,M 3- - -- -------— ---- - ---- ------- I S 16 i 9 -57 i DN I 110 li 0 PLUMBING ALL U, ,BI,JU 1'4ASTE &WATER LINES--- TESTING BEFORE COVERING APPROVED AS NOTED ',,ATE - - -- --- PLUMBER CERTIFICATION P. `' 26 - -- ON LEAD CONTENT BEFORE. CERTIFICATE OF OCCUPANCY '40?iFY BUILDING DEPARTMENT AT 8 AM TO 4 PM FOR THE SOLDER USED IN WATER Ft)LLC;VVING INSPECTIONS: - - + _ * � T- SUPPLY SYSTEM CANNOT 1 FOUNDATION-TWO REQUIRED EXCEED 2110 OF 1% LEAD. FOR POURED CONCRETE I 2 ROUGH-FRAMING,PLUMBING, 3 INSULATION . I STRAPPING, ELECTRICAL&CAULKING ------- 4 FINAL-CONSTRUCTION&ELECTRICAL - ----- - - -- ---:_..- ------------__--_...--- MUST BE COMPLETE FOR C,O. OCCUPANCY OR ALL CONSTRUCTION SHALL MEET THE S E I UNLAWFUL REQUIREMENTS OF THE CODES OF NEW } YORK STATE. NOT RESPONSIBLE FOR ``. !' i �.�IJT CERTIFICATE DESIGN OR CONSTRUCTION ERRORS. 1 ° °g1'101 IP NC� RETAIN STORM VIATER TO CHAP l r THE TOWN CODE DO NOT PROCEED WITF� FRAMING UNTIl SURVEYS ATL OFFOUNDAT!!:'`- :_(�.,," REGIUIRED HAS BEEN AFPnO`dLD. rvz • AND �' M. �`���� .. - U E SI GN ARG HITECTURE LANDSCAPE _ ]j �� I i $ - `.,ff _.__. .. . - 1 /'S1`a- C?t�.rte " \ �, + x 1709 I24 JESSUP AVENUE VOGUE `7'Y 11.950, 1 ------ --.- -- :.. -: � �' �. �` f 9 77 www.sliterandsuter.coni FAX 6 3 1 . 6 5 3 3 8 7 8 _ ^ } �� - I _ �' • ' �w�.� �"�4,•k i �-��`�` ; sir � � """'' `^` r I�r� �•L.. CP Wt p IQ < �dl -501yr R 14 DO - Aa - : Fvlpf - cvT duT opt r - t _- - vJJo'F,R. 000f- r Ix ti rpt- �O o i= ce _ 1� - _.._ C '�-, � ._ .\�; .�-'_ r -I"'�rT~tom'_-- /" ��"�_� i 1 •'•�'"� � � ¢ ;. i ! i . VLA 01 . _._.....7..., ,.�.,y.,�:� �?�• r ' _ 71 t 3 . P-fl t"W ice: --�----�-�-•----- �`, ._ __...-- --- --:.� - _. � � --____ � - f -- - _ �� (,r✓�s'"�-^1.- VT 1" •� 40, 1�� 5 - - -- - \ -_. - - ------ R - ,� MIT bQ w 41 , F10 TQ rl . lel R�,-'�t�v C _ - w C�'u. M +. .. r. ♦ �ti��♦ �,�* `1*`�i 7�♦�w'�+• �� ♦\ r ♦ � .� � �-i. ��w.-r'. .ri i^Z:` . �� w� 416" � 1 it �' k ^ .N -------------- _ - _ - U �' R ArTn S SCJ T - ,� c ,A ,• - -- _ 4. ,; wr DES 1 G N A R C .H I T E C T U R E L A N D S CAPE '�' - (� • .._ _. ._ .._._. .._ ...' �., • _ n .. -l.�t�� th o- :� _ . TSL _ � � ._.._ ____-___ _ ---" -._ �i1`��� ', _. � __.___-------• 3t �-��:. _.. . .� ks Ff, oN _ P. O. BOX 1709 24 ,JE;SSUP AVENUE 7;QUtaGUE, NY 11.959 _ - 6 3 1 6 5 3 . 3 S'7 7. www.,suterandsuter.com FAX 63 1 . 6 5 3 .3 8 7 8 .� '�►�.Co ,�� �� ��F L. 5��C�,�:,, 11 , Figure 3.8a Corner Stud Holddown ' � It-cit g� 2� �-g� 1 1, Detail � z Z t, l 3 Z-b tail - Studs With - - Blocking .N I , Blocking at 24'°o.c. ' '• ,.,ew..,;,y.46,` '..'P-.r�."r!: u+i*:1:. ',;«° Sa.� a "u.- 4S,wY••.>: .l, 'I ' '�'� ."_ Sidewall rio I � �' �� • l y It Holddown _• Yi' d 2-16d Corn n '., `. J • ' nails at:10°11 :'SJ d) _ / 0 • Corner stud ,♦ ` t10 '& `1J. connected to ^tl I ._ .._. M,. f transfer shear 00 ILL _ � } � o,, ]k .l /f, i c•, 7 ) I .-I �V +I t I �l r � ,.,-It' ,� ,.: 'i._+J•Bt �y ......._. . "! ' ''l,Ill J �, ' ..... . . � ` � � a I J 1 .; CIN { -D 'J ,.�``. '»r, ' '5,76.;:y' ..,.5:< °:,'$' ';.p.aM+.• :6 .c:' '.}'.i. ;n:[: - j N UPLIFT CONNECTIONS' HOLLOW COLUM BP Bearing Plate 4 Ef22 Al 15A Anther Min Min Min A(iawahle Beam .V rr I Allowable I. ylnL. �� �Z1 Anchor Mln d Edge Tension ConnectEon ' V. y...,.g k"� _, I _ V _ j Dia Drill Embed. Anchor £n Loads �,) rel I 1 :•''..F. k�. /'! it- Dia length Disl. Dist. Loads Madel No. installation 1 ' g Fc=2D00psi -�y I [� y ryj �' -.t .. ,?' r �VOK . kf..R--" / n 3'/z 2650 23454+/ 61/4 B /2s/e e> r-r•• - s{ - - L' :f 4+/a 6'/a 6% 10/4 1920 LTT20B6 1750 3r 5 7 7' 4 4000 HTT221 4000 Double 2x s "�� i �' � ,' l� # - - ?r 12 14 7/ i/a 2860 BPs/8 2860 Ak minimum r} , F E 3 for header �1. (J :' I l l �1iz ti sj� 7j8 63/a 63/4 10'/8 5 6115 BP3/a 4400 1 or beam d 3j, 63/a 83/a 10% 2Ya 47B5 BP3/e 4400 I V . 41i�011 g �/e 1 73h 9s/e its/a 6 7850 BPI/e 5195 k' t v ;�� �'± I F�. \�1 9 8 1 15'/2 17'/z 115/8 1/a 5450 BP/e 5195 ;t {� �Ah ,l 13'/z 6 8045 BPI 7100 �. "` :j � , .'� ' .�_ _ i _.� lyT�l�-Q...;' '' ;.. � tl�lj e� 1 s : 9 1 1Y 3 11 t3'/z 3S/z 6745 SP 6745 �f 1� e Rodlot U Threaded Ro S.Allowable loads i^'.r,"d strength are based on 4.Laads are basad on grade A 30715AEtO1B a or nt Soley o!lour an the average ultimate threaded rod. load.They may not be increased far toad 5.BP loads are based on Fel equal to 625 psi. CN Coupler Nut �� , . Allowable loads far other species must be t'"�;-'i` b '{ `. ` ` duration. ♦ i. __ :.` �... j. I 0 2.For two pour condition,increase anchor length adjusted to cads. end t — -- S..:. :,�•,i•r!. .r. _.Vic. depth 4". 6.5ee Optional Installation. I Minimum and embedment dap ''":��`J'q,,•°'<`s^-�� � '1' � .f- 4 j better. 7,For epoxy anchorage,rater to page 3. distance to f 3 Coupler nut to be A-307 or P �/� threaded rod �1'1.` J -ff►t �" �r f �',�/ 'I ` 1� ' �� see table 17 Optional Installation __ `t�i � �'�'+ Use se LTT20S With common or HTT22 wlth Ly , t I' ened 32-16d sinkers fast 14 ,„G.o.'.r• ..di« +awryw ~`e` _' i`S'/?st �- _ :.a.{a.a+Y3� ".a�"`�".""'"':ty''. '""•�• - � "}1 '4 a4� I', �� .I'.:r • - �; i. .,. _ `""c�°d�,�,: ,._.., .."� Sr 11! ' . 7 tow >.-1 W;tvAov ;�_ �. Vic ft Qk mss-- t' V.`s„ - •--•- '- ..''_ ".,.•''. .,i>. ,, r r!ww.n 1rr .,', ":e:, ..,.rtrx :•+.-ia5awtit,•'in' f ';,a,;'' '}„ i-k^! s'#'s'p.:''_ .3 a ! ,' I .' tom, (Y\ li S `+► :, `ala I ; -.; B `0 _� . . ` �D 411 { t .2y 33 f _ 4. E - ..�.. _._ -- , U �5 - ,- T E R AND S U T _ - - - 1 DESIGN ARCHITECTURE - • <WE � h - - _ .7f (� - ` " P. O. BOA' 1709 124 JESSUP AVENUE QUOGi1E,. NY 11959 , - - l � `��� i�^�° �.= ,ti� �y �� "-- ---- --. ._. � rt �� �'1�'1►'1J1�'"C� 631 . 653 . 3877 www.suterandsuter.com FAX 63 1 . 6 5 3 . 3 8 7 8 -__ .___ ... W. L 511 I J �- 31`1C1"� i► , J. If � _- .mow .a�.•: ,.r:�.a.�, ', - - ..,.,...: .y:�::.:_.�:,:.�,�..... , . t j rlr XI LIn T,� OF I VX , _._.. I l' 2, R n , , -°-•� i ;:1.` �,,,I �� t^! y\� �,! L \ �t �it 11 I4 •'''�_- .`k ��'•i 'b,&.#++9th .a F TECHNICAL BULLETIP! � .tD �. y 2, 1 � +' ; /{1A ., .-.9 1 �t .;�v.Itr� �F§r•.•..pll t u` .); :,�.- to �,a • i,." ,S.;f- �� . \+ - � T' I -4- -------- TECHNICAL •� E • � � r ' r I.,� �- I „�:;, :l'� r t at � �t r r.,l �, ,✓� 1 + Q � !1 1 ���j1,� � � + S u' 1 •> A^ t 711 -17 e �• Y T + _! _ ' I �y .. 4 .,_- i .,T'•,- `'F.r.wti.'s.-':.w:wm�o'' x.. ,.3t4' "xYF'i{i` •,m.;awyt•;. lei - • I -stir r..�,iad.r,.>ae+,a y - .• _ .,,u.,.u' wece.w,uasa,...?_:t.. _,w-.e,�-,......,us dffiao.ti,a.u,r.•. l _-`��'�- , Page7of2l7 '" `T ,! I f - - CONNECTIONS AROUND WALL OPENINGS WFCM 2.2.3.7, 3.2.5.4i J Special attention must be paid to framing around openings in walls.The framing I \4f ;l . members around the perimeter of the openings must be designed for higher loads ti p i i to compensate for the lack of framing members within the opening.The WFCM , . _ provid,,s uplift and lateral design loads folr headers over openings.A continuous �-- _ jCOji E ,rte I -- � 1.1 J�t. i ' rn � ��-V�- tJU �'� :-��fi7 � �Vu sz 6 . load path must be kept for the concentrated uplift loads that occur on the king studs and jack studs.This typically requires that the stud group on each side of an group ( opening PP yl t�RN ;•,;", .,' ' i /r opening be tied down to a stud rou bellov,r if the a enin is on an upper star .'.•,. '< a';� :;, : ,I M � �•,\- . ;• , and the lower stud group be tied to the f©undation•Simpson provides several stud to foundation connectors, some of which are found on page 16 of this document. WFCM REFERENCE., TaLles 2.i,2.2A,3.5,3.6 DDIonuLE/'�-_`• Y ~fF_-c-r u ` p INDICATES W 'p• .'r :.+T3 I 1 ' 1 1 1 3' ..!:.a CONNECTIONS k,:,.x ,5- • AROUN : D WALL i Connection Requirements,Eaclh End at Header OPENINGS V40 Root Header Uplift(Ibs) Lateral(lbs) uourr /LATTER�AL Span Span _ 1 1 90 MPH 100 MPH 90 MPH � 100 MPH -. (=-- -.-D54 LJ -...._ .. . . 4 490 670 280 352 � �) I--_---- - -- TD 24 --8-- 980 1,340 572.... - 704 12 1,470 2,010 b58 1,056 16 1,960 ( 2,860 1,144 i 1,406 '`f, _ I �'V 692 4 4 , 9 8 286 352 .� 36 8 1,384 1,896 572 l 704 f - - - - -------- ----- - ------1 f'' 12 2,076 2,844 858 1,056 ! 16 2,768 3,792 1,144 1 1,406 -- I 4 894 1,224 286 352 cszu ;' ® \ y Z 1Gt(�► 8 1,788 _�_2,448 572 704 46 - -- - ----� LLQ 'o t 12 2,682- 3,672 858 1,056 - t 1 ;. 16 3,576 4,896 1144 1 408 . .'C.,,... { JP i i 4 1,094 1,502 286 352 f, i 8 2,188 3,004 572 704 !' 60 -- I + _.� Single Strap Appllvtka \ 12 3,282 4,506 858 1,056 ? (MuRlplesmay b ,. � l 16 4,376 6,008 1,144 1,4.08 J :� Nrrz2 1.Tabulated uplift based on 15 psf roof/ceiling assemlbly dead load and sTND6 _..... \ E 100 pit wall assembly dead load(U=total uplift-Z'/30.L.). 23 2.Tabulated uplift based on MRH of 33 feet,for MRH of 15 feet or less,the . } - tabulated uplift may be multiplied by 0.80, 3.Tabulated uplift based on a maximum wall height off 10 feet and a maximum roof overhang of 2 feet. anchor Bull + ¢ IL W/LPB ; .w, -.....»,... t ,�1 G `'w� i� 1�, _. I F # , tied` ,y 1 t 1 "�,. ,. `�� „�'t'i�s1�t.; FI"r�� AJ Simpson gFasteners Into: Allowable Uplift(Ibs) 1 1.HUC410 hanger requires a nominal i Cut Length 4x10 or taller header size. Connector Header Stud Into SPF(160%) i2,flailing pattern shown for HUC requires I "� a CS20 9-8d - 1 CC5 a minimum double king stud. 9 8d 21„ 1 4t - -. ... . - - - 3.HUC hangers must be installed h -{=' - 9 a ed ; . I ' 1 _. : ... .. _ ._ ;,:. _,,.....i.; ..,{6_.,,,....,t;4+»,.. �.�•-;., �.w:• . >. - ri?� !, CS18 10 10 8d 25 1,188 other sizes aes av°flab e. 10 3 -- .CS16 10 1,214 Q -... _ ` �• ! . +• - i ' HUC410 10-10d 18 10d 2810 - - _ I I .L'r,' I'-.- • •. SCJ +•� e,� �'. --_ �:i � EDGE t .':1` ,�•9. - i- I l \ •-+ � '�' ,y . , , s''`. 1 1 =,;. k, •j Mut' Il• 1, I,11 i �, :f '':,`✓'�1r=.y'{`,!';^�^ � 41 l •I � 1 � j- Common Vire i7lameter x Mtn.Edo N9in.SpecCapacity 9 A 9 Shear a:-,, iiia_,,' Nail Size Length/In Distance in In Ibs 4,-,str,�lz''4 si-=t;•, •t:, � s�.aclNG inverted HUC I { ) ( ) ( ) = � ._ •'. _(� - .•�•" Tr } V` 8d /B for increased d + - }. ,;' - ,r .+... `�., 0.131 x 2.5 3 13/8 5 - 6 - Uplift �y 10tl 0.148 x 3.0 N 1 yz 90 A Capacity _� 'i y' �✓_ `''- �`� End-Nail �:T i6d 0.162 x 3.5 Yz 15/e 128 Diagram (� r CD .t. •�. fel � V•1 -+ � � � . ..; -.,e..� , , Y,.�!'I� �_ ���� --_--rl•-- '_ _.. - + --�._.-., f. - • M' -i�"�, ._ I '4. �;,;;pr,r` 'a„"+r(�;'r�+''i" 'My't , - v f 1 1t7 r E I S U T : E AND S U T E . R X9 A.A.S D E S I G N •' ARCHITECTURE L A ND S C A P E t ' Pitt/ • - -----__-.-____-____--_�---.___ ..'56 tj r E NY 11959 7-Z 2^ Fin,- 1 P. O. BOX 1709 709 3 24 !ES SUP AVENUE QUOGU. , 6 3 1 . 6 5 3 . 3 8 7 7 www.suterandsuter_com FAX 6 3 1 . 6 5 3 . 3 8 7 8 . _ - _ CI !--=.,__ _1�?"�'f I J Ito Qb i! -fes-7 23a gItZbt-'Ji tt _ 'Z7( n G f_�._- i; f t - 2 I <<� ---- � r -. - 1 cJ i �l I Vt `U o 45- l � 4 i L irz v ---- - ti 0A fir. IIN N " 5 t motif 11 - o _37 2?5� F_5Tl O N f L S . U T E R AND S U T E DESIGN ARCHITECTURE LAND SCAPE - - - P. O. -BOX 1709 124 JESSUP AVENUE QUOGUE, NY 11.9.59 r��� 6 3 1 . 6 3 . 3 8.7 7 www.suterandsutencom FAX G 3 1 . 6 5.:3 . 3'8 7 8 )k► '-' 1"t U -- _ WIND-13ORNE-DERRIS PRO TECTION.FASTENING FOR MOOD STRUCTURAL PANELS. For Max. 33'-0" MEAN ROOF HGT. HOUSES A.P.A. SPAN RATED 48124 GRADE 15132 STRUCTURAL SHEATHING -OVERLAP OPENING MIN. 4' TO ALLOW. FOR FASTENER. CONNECTION AND 2X4 SUBSTRATE WHERE REQ'D. ALL MEAL PARTS TO BE GALV. OR STAINLESS STEEL. ALL PANELS, SUBSTRUCTURES, AND FASTENERS TO BE HUNG'UNQER THE HOUSE O- R Is TOR E D . rvg X(io I'b - ? tom - - - 57 - 4r r ,. ►�. - _ - -._..._..._ _ -- tz _ r Lam `- IZ I . 1 �<_..�� ___-� , unci_..-., •�.� � y, _.— 4-10 •p Io.�. ---— ---_ 00 TABLE R3012.12 WIND-BORNE DEBRIS PROTFECTION FASTENING SCHEDULE FORWOOD STRUgTtJRAL PANELS __... _ FASTENERSPACING - �—.._ _._.._..___,-. .......,._... _._... - ...-._..._.._ I Panel spin •c panel span <panel span � FASTENER --. _.__ __ ___.._._._._.__ - -. __.-. o -�i;foot T 8 fool � ---- -- __---_--__ -- ---- -------- ...----...- --� r�- TYPE u rr911 - Wood screws; 3611 16" 3 0 Wood screws IV .Fox Sl: 1 9nc1'i 25.4 nm�, 1 foot = 304.8 mm, I pours -0A54 kg, ---_- _ _; _ tf' --- 1 iuiie per hour=1.609 kmlh. + '}'' � pd C3 `- - e s ba ed on I 10 mph N�+ii�d speeds and a 33-foot nlcan raofhei=ht _ D� b.Fasteners shall be installed al opposing cnds of the wood sil'uctural panel.. — - �' -_.,•-. __ ._. ___.._._... _ .._. _.. - . c.Nails shall be Dd connnon or 120 bax nails. _ - 4 d.Wews arc attached to na-mon or masonry/stucco they shall be — - - - -- -• attached utiiiz ng vibration-resis ani anchors Jtaving a minimum ultimate —_ i - OFYV ------ =-- - - ------- --•------ - - --. . ���rthdrawa)qe aclh. I _-� G G �.���'N . . .-.,.. ..,._,-...�._._�.�.� - - X�S rev �z.r�•►� I r 2 KW ` ' 4. - — ` Z7 Ste" ��.. yl h - -#- NZI i -N /+ : D A _ ► J 20 5Z ZOz , _ _ ; - - _`.• •_ r._.._..__ .___. _ ._ RC1��;�(�a.::._�}'?�DT� , :50 f S . UT E R AND S U T �, � _��_ �� :__ ��:�' #4 !�.(� r-'► � ,�� � .� ��; �, V /NvT l bt410 5DE 'S IGN A CHITECTURE LAND SCAPE _ f -• r _ _ � r o78 O P - } O� fzL`"U11 ✓ P. O. BOX 1709 12 J'ESSUP AVENUE QUOGUE, NY 11.959 _._._....- . ' .�—s.?g �l Lr �I�st - 6 3 1 . 6 5 3 3 8'7..7 _-. ww.suterandsuter.com FAX 63 1 . 6 5 3 . 3 8 7 $ , { 1 •F `� J _ . .. . eD v + ' i 1577Nb I 7-4 �r { 011:1 zoIII 2o11� , t 2pSzT Z o5Z- Zo 5Z t l;Lr : U T E R AND S U T E R UD E S I G N ARCHITECTURE LAN DS,C.APE 3 �!Ih _.� __.�. � � t.►! ��� .�"���`"� ���� ... �, fir_. 1 _ P. O. BOX 1709 124 JESSUP AVENUE QUO,GUE , NY 1195'9 ,��� -t� _ ;► 0. 611 - 6 -11 . 3877 wwvw.suterandsuter.com FAX 63 1 . 6-1T3878 IO G , ti,.',. .. . , . . ....._ ... .... : . . . . ... ...... . . . » . I r 01 fi __.�.�y_ _. ... - - "- I . . t CQ� r s�x STI NOTES• .. t . i �'b� : :,„' . ! I ,�, , . . • , , ... ... - j TYPICAL SECTION p " ' - 1) ALl I=QO-1 TO . EST ON VIR�tI*4 E011.A BE A MIN.3'-0"BELOW FINISHED GRADE. . '. . ' ' : - W 'r.. . ' : i ' �'� . 2) ALL COt�STF�LlC'fION TO C0�9'''nRl9 TO ALL STATE TOWN t3UILDINGCfT3 INCLUDI!'LG 20Q ,�" C \ „�; . ^ '` i ' + , . .. _ , i Ptxiclillt[ve.D1 Ltmltxtioaa '' •`r Ci9Al ai=S. '�t,+ �ijit/a,; -j r� ti'�+�+ � 3) AL1.COi`iCFtL�TE TO BE M.N..3,CY.1 P.S.f,29 L?/+Y NG3TH. r Y_ .... . . 4 ALL FRAt�tINC�LUMBER TO BE Dt)U'�.FIR#'2 UNI ESS VOTED OTHERWISE. VENT TOP OF ROOF 1NlRIDGE VENT OR ROOF. i I ali.6m" . r.) VIE;NTS TO CODE AattU.fa 11 ' r . ' r i l3i"IDt�INQ .si,'/-0•�"�0 O�N GE:N'tER. $) DOJL3IE!"14Z iirJt071 07 U PARALLEL PARTITIONS AND BATHROOMS. "''f' ADX t,r , w ,u, c;+ Y - :. , + CATT INSULATION WIVAPOR BARRIER ON g 'ti• ,,;ts:. - , ` M ANS OVER 4-0.MIN:HDR SIZE 2X10 UNLESS ���� �� 2a' 33.3 1. . - - • 7) DOUBLE JACK ffi7UD8 UNDEtZ HLcAADE�c OF ALL SP (� - - . _ S'�OI"i'D: . . I: •HEATED SIDE sty%; - : ' . . . S} A11.l.FFt 11$111��, "fit"I,S'TO BE()ALVANl7Er3 NEAR SALT WATER I,JCPOSURE. '/li OYP.EiD. i' . teatsp.ains u• a 1 t I ��' 1 I .^N -Y�.. ' �) RELATT€ 'CN? OVERRIDE Dlf�!ENSIONS,DSINIENSIONS OVERRIDE SCALING. `warwi a 1Q' °"ia3' 10f d 3.1 9 7a 21a - . 1D) ALL EtUILQ U '®IRL?4rR(3 TO f3E®CUED NAILED.•ALL LUMBER TO L9E CONTINUOUS LENGTHS. s -Lot�Irl naill.Wd.n+Why d 3d.m 2.td I �;�?'�,,g:r'r Etat �� I, ' 1 �.-" ,Olt ret• i 11 ALL L1U'.LT Ufa FLITCH 8EAM8'TQ HAV!*'r3i`DIA.sOLT81lI"ON CI NITER ON BOTTOM&24"ON CENTER Lira t „iviewoom de s is 2. t a • i N Ot ll el � � K '`�•' . • TEAT EACH END: '. %. l I.4�4 , t Ta'#le d.SA RWgs Terfs!®ea O an o .:'t'.3' p tlutar t3��i" . . ON TOP,ALL TO BE 2 FROM EDGE.MIN.3'7(3'71!4 STEEL REARING PLA - • c. 12 UTILITY ARf; i OF FURNACE AND ATTACHED GARAGES TO BE FINISHED WITH 51W FIRE PROOF G.W.B. i' �e IOfIr r s t � (Pfeacriptive Atterrlattve to Table 36) �, mw �- : ` 1Raor bpm,talaa 1asRar12a30ti/r 3.1�1i l4 ,„: +4I '+ [wsttraf >tS:. f'�' ' TO CODE, . . I , i.. . .. .. , 13) FI�iEPLACE TO L3L:SUIaPL1ED WITH FRESH A!R VLI NT ANO GLASffi L70QCS PER 2fJ03 L�tEitaY llttnnrl...�aa i ' ~� , R; �wu.,ptle.o RoofAneeldyl%"Topa[ ;` t ice • , . CONS RVATION CODES AND FIRE tnROOF H 3TH TO BE INSTALIM PER CODE. (FRAME FLOOR ! FASCtA -'b 11 t � �'•' . . '2 tea In.ae.rld 10• rn.esaoo.dawltvt.dspe.ahrpe) 90 loo Ito , t7o t30 1 Iso r�_ II l • JOISTS PER CODE AT HF.AFTfH WITH REQUIi �iD 9.2. OACK). FIRZ"OE FOOTING TO 0E 1Y THICK . . M 3d.3,9a I : . Ate�D EXTEND a"i3. ND FIREPLACE POUT@. WIELDED WIRE A*ESW 2'FRO�Ii CO TOM TO�IN THE I, : SOFFR WfCONT.VENTING ' m' 3.ta3e - 11oeflaot+ ""°'�" I .fadoat>t�rtr u.alaea�'Aramt..aaa.aa I-In•t�l�""' I � . FOOTING. _ P ' . I i Ivan sttatk •ala, 3d . � 16 I x : _ 3 7 1 ' . , ' . 14y Df-NOTE&4X+4 .ii'OtLrT ON 4'7t13'7C1E"CONCRI�'['E 11lL.ACK 3'-0" t; 'wra aAtnr,r.111 is ", 4' 3a t- A 7 3 4 4 s . • - BELOW GRADE. ALL DECK rP.VAING TO BE A C.C.A. ,1 E TR'ATED LUMM. I., � . ta°a""�t� d 11 ' 1 2 : S 4 1f� o D a':OTE8 3 "DLA.LI .L.Y COLI,l�w.2'4'7(2A47(1Z'THIOL K P'061PtED CONCRM c s:12 21 2 2 s 7 4 6 6 7 ' . F t� aie.'""`iI 3.tm t. t6 s a 7 4 s i 7 7 ' _1} FOOTiNG.�LALLY COL Uf ftQ"1 TO FLLL�D 4TH P'Ol t iD CIr1NCRi 3iD1N(3 1. r . -i aa•1' TiEF(3i"t.I3 W - t:d}' " '^1�- . s 4 7 f s '.:' =`gr: ,, .. . f�8 OH 1S"X24'7(t2•POURI*D CONCRIETE TYVEK N f441. tit' `'_ .s't~�',t ri t 'n "r=' fe 2 3 1 s w:': t. ►, " 123) DENOTES 8'X16'COi+IICRETE PI1r K OSB O!t GimX "': � 1' s2 1 2 >f A; N'` + , ` w s fv,$ar REAR 31 3 3 2 2 9 3 k;, ., A11oa1.1•to` � �,r FQOnNC3. 2A AT IC ON 1hF1I6 S6"#!ATT INSUTATf 3N t ` tl S , 4 bta> f Sidi !"W' 1 !dIsNT f3LAi f TO 4"PmOlJ{ iD CONC@Cl�Tlf. 2ts4 AT 10'QN O�N'T' IZ w!3 SIP S11T T iNBULA'CK�N t3vghaaplt a,tpal tsaeret2�r 31 .Io m t 2 : : s' 4 i a ' t 70• i'' , , r' F 16 CRAWL SPACE SLAB TO II 2'�*�!CONCRI;LTE. .. ,• 1 _ "•. • f , 4��5•; 1 ) C Cw SL&.T3 TO BE 4O POMED CONCl 1t LTH It3"Xd'7(W MEL MESH REINFORCING ON (Y.'C3YP.!�. z►� .. ._ .r.. ` pMar I� t 4:17 3 1 2 7 7 4 S . ' 2 2 7 1 1M 10•U �. - told- 4l"' i3O 06•' t r • i.•~ e�` COMPACTED' D A C. PMt H C!AB TOL Me-L Sri a I 11'0". _ "I'm 3 t 34. tg 77 2 2 7 4 4 3 9 a tm •tlN '-- t!.. . tj i. t ".} 24� FULt(�iACt`ARBA TL� ijwi, Y Y �l� �"#AN a v� f�•r'� „ tueilS •1212 14d 6 I I a I 1 2 3 9'I %1t11;111t' T-1011[ ''� •Y�jeb:: "� 7 2 4 1 '`+. , 7 s'. 21) If�3iALL FIJItE>ilfOl's FLOC"` iISI AL.L'1.1;3� ESC WALLS. l:"'�. .... ? 12 - ) FIRESTOP!FnIV't'3.FLwU'�1P _FT TO CODS. � V 4r ON CENTER WITW 1 HOUR fsATIN(i Uf E • - "'r"' 3•!M 3.t3A. I , , as t 1 s a 3 a 1 s 1 tttril a 'MWIi !•itidiAtl _ sit• 1p19' . 1+'�1 ��'�;. • 7r'.^ 20 t 1 1 1 7 3 7 4' 1 �StS1l tlrtlSltit4 1��11A " 4:• ` •" u� T1r'F9 W GYFGUM BOARD., '' ��• I . � ' �. 312 24 I 2 s = 4 s :. i � , ee+rtKwra 'a�mi� a. ;: . 23) SEPARATE MOUSE AND ATTACHED GARAQE TO CODE 4a4 M".+A.P'dAATEq WALL DOOZ'S JA!'JI;3. ODOR TO • r=�r.---na .,t.3awad.p�.6tlt tutltwds.aoa • . 2>< i : 1 3 E ''' tsl�at...o..aei.�e.art ` >`a =t +a' + 11+�'0l {� �h• ' FINISHED FLOOR B(:SELF'CLOS3NG. i . 32 2 7 2 s 4 4 s 4 : L 'A i laAdt.11pltla aeI Mb4•a:1eWx(4oIttlD5tra6edtt •(paare�l? . 24) Il°A S1P�IIIVI1�4i'`Id F'flOL!S INCLUDED IN THf:,PPeOJIrCT,IT MUST 6�ENCLOD WITH A 4'HIGH ixl:NCtC ti"cDx slluiooa ILUPED AND SCRtt1NE01'o;iolffiT AI1AC)i# 36 1 2 7 a 4 s s. 7 • SELF-LATCF$11dO G�►TEI�,TO NYS OOIIEE. MATT INIKJf,�k�'IQN W�IIAPOPt i:rAPIRiEft f0 HIIATIL 'I :s i i i t 2 > > i , 'Evia salrrartat, . , a N011'.ALL LWAI.B&I TO 13'2 iI TAiAYD AFTER MOICTURE Oowr,4T' kGHIS Al 0IMNT EQUIL ftN. S, , . . - a 1 as , _ a•• , - , 1 i '� 2 3 7 4 4 �1 _ -ij .,ai'_. N t'r.' '_,'' ''.� f;. •11 NDITIONS Lt.GIRD`RS FrL.JOIST TPtI ETC. - CO «12 14 s , 2S) 11+iS I'AI.L QALY.RAFTER TIE DOWNS TO TOI�I.A' 3 IN ALL fsl#LL H01'.CLQfB.{CAs1 FiEDRAL)&ALL � � .:.# :�: _ s " 1 2 s 1 4 v h i r + , ItAf R3 AT S .i H(}Rlrs.(SSE Mlt3H WlI�'J . - '�"� , . 2a I 4 7 ' + , `a k t : 1 7 7 7 •a 1• �, :.. ^.' . „ f 92 3 4 4 7 i ' 0a �N {�itttt. t 27) BUILDING FELT(OR TYVEK OR RQ TOC " ..."A 1.Y COVM SHEATHING. ,1 It, u �i.0 . l2�f�t:t�iEN . . • .. '"""" "'.'`" ---� . 1' 1122 1 . t I I I 2 2 2 3a t1B tm , �r _ �" , � 28) IF WOOD T BEAMS,MICROLAl OR EQUAL Alt:UIED�FOLLOW ALL MANUF.SPECS.FOR SITE ./Z, (� l`'�� �©. � -`'"' � k TAEI.It 1180#.2 '' 16 1 1 1 2 2 2 3 3 ! Io 214 '}Id' t STORAt°�ti',lNS1ALLATlON,1 I31L.LiNO, ,E LOADING,' W N ,�' IYI11dIhAN fr 1RMLY DIS'fTS('ffUTED LW9 6 ' 20 1 1 2 2 2 3 s ! 1i•OC. 4l Sts too ;t'� . 2D) rHE 1ACHT�CT IS NOT W �� FOR ClIUCTION MZANS CR METHODS. 'S' $L t ' ' �t w el f �•ts , • • I,�« wa 30 A@DY�a fRUCTUI" CI•!Ah - Thi 4 I N W l B 'i APPROVED BY THIS ARCHITECT OR THE '•T S 1. 1'�1 !TAE �2.7A .. ( . _ ,. .' k v:1z 12 t2 24 1 1 2 7 2 7 � . _ 4 . �' . ._ �. .) , !. Im T•i')�l1 ,,, . - / , t ! . . . » , . z 4 s ; s : a ;� 1 • . ARCt-tF1'>rCT IS NDT RESNl if:L�i FOR 1'i L�i6t'�`"+.E PRO=T. alli s8!!'A.l l�lli'CEl1ii ITS SHIELD • 31)•'SMF.ARCHITECT ASSUfLIi'9S"O C7 C4ftM W THAT ARE tom'VOLUDEA IN T- M•PL.ANS. ANY ROCK r FfNAI.®11�+� . ' .��•, , ' . � `: be 2 ,aw n.L sfm _arae.._. � . �0 � , . FOR?."1AT10NS,BEDROCK, t t D 'Tf:PUS,ETI..ISP�"SITE INI3PECTO 13Y A LOCAL . . t t'�:� � B��3 °°"'" i,aatre ra a 9P-'(�INNER&ANY STRTRUCTLrvft. S THAT OCCUR THAT CHANGE THE'PLANS ARE NOT THE' . . i •= . . - TAOM I,tdpeatm,em**ObuwatvbowtilEaa *• . µ . j �Ilttlls ' R SFOI�II'3l ILCii(OPTH. A�' tri"is e. '•."....t' ':- :.. ! > - - a i .laMeaa.r.at`rquira..eta.DataMIMIC8aai>Raero61aedl3ared.ranrdl'fea6rad%edoso r). s T '}ftF I t�bEdltl�G!on t>< �+t�,.a-s�I��y,�,a♦ • ''k' a Iytw�Ydao..sotimtiq.hmteoleaelwederal2Mehddraab+tp9tnd'&6xdldM+strY/aMatP�•�'�°1•t' Ae ii'fQ�-136hiLlA.ad milli COPYRIGHTE :ARCHrrEICMAIL i, e1"0 "Gfail'P�TrCTION,ACT UNIM ATLRv�'CO� _,. ..t- � � �' w`` �' tat�.lmd"llo.aur+ea o � �Y> ,'' ,i;; ,1.1`,,',4:;. _;fir f,:;. ,.k k• . AILAP.CHITECTURAL Vltfk SAI R' -.R1 IM IN/�C�L�U/OWN.�r���lyrT�H'l(1y7�yQiE�'rf�gO/F�P-L�AfANS iN I, IrP.C1.em�gr /���rt� •`• - w i a�,at�r..aaaatt ,6 + "' i 1x� 'f ��_� ��+,V 1 ,` ;" •I •.. r� C ' ANL9 {�MPW I ION or V.f ot8i AND e f I. P.t.1 A 01111 ►.�91B r I 4 N161 ! --i i � ti t t fit S 'd k t,"�N t-4�8t ''u t TL 't+1t�Q. Od/ETZAI.L.rOIP':� 1 TSS�i�11 6v� i' t \i► i. II.E' NTS(PlTHtkbE�tl A $tr}D( 7i.1 .A1�9: ' l tZ"P.C. "f0ifdit14t.1.' ,�, . . .iota a ,we.aiawsa�.ac lat�ai.d4aaoordaaaa i 8 "atop , • ' ' WIDAMisI OWING ON ffiXTt11ti0R • . . T" f 6atda ` � mpb\ld Rai. a ilMtttt 1001IPH 1tT5il ' ee�1 I t r' .. Oltattittii r ' .a • WIMSooftftlatw in tiaewoN*2ut6worlodowwmadta fa aatAetddtlo•oAareeaeod.a f' , , _24 170 288 t} CS' F 3 ' ', 'Y .1 ;, , r• ... . .,- •w orlauoana8rin.atwlwap dl2atartt.asl.aaar.eefuaaan.run t•:' troe. y, . 1 i•- Y,.' ."�"��' p.� aaoaietaffAulabdataalbatdademrraaailalraMSlattaq,R i.7 AtF / i* ,•! / •• • Person p� .. tWdMtaOtow00UbtliNtl "ON a a 181 645 i"I1'19" WirQd c= 1 .t P'1� e�I • 1' Sw ': •� 4:: ` " •"1.• I• • .0 0 ' j I •.. f t•1K•2t1Wa> tl(,!p,�AtaRMdflslld/1(awpOi73ataaloc.phstntl . 1 K r ' sii^t Ili" '+j O1'3 'rl Ittilt - . i i. CLEAN SAtiD ItAiLt. eo' 4s1 t.��. /f. IRttl�itl 1' [ � •- !.. Rsronll 7' a !4 Y39• ,8>:l J4CIi' 1•"� . , f r;, �, Ie+�a4.1 (iiliJlii) ."C � 412:0, Ir�`.7' a71{P@�a -��. - � • •'• ` ! - �• � � » _.w a lee l n �'11 . y : ..-� .. �._.. ...«�r '�'' � �= ., ,.` •P. r, ' `16"x r P.C.FOOTS WIi10 ,. s:..; Y ' stiles ' tf . . t�ac : Q- - = 70 ...•�; ,� , stul . Ilgflt• 11 QN VI�G�1 JSOIL S Isle i'If'SILAw GRADE .. -htV itlldxit!tttta trOfdl l;Ill'SWt4MiTAf11Elt+ t$.1d1Z{8.R443.1{i) '� ° Far Sl: 1pllund a :64g a; _ _...... : t. aatapfll. rp.ay ete.11o.a..dtr»savfolfaf:f F44sdrp� .,V �'`'� '__ • Y ;. t r.0 ' per aquaro foot 0 0479 klVly112 1 841 919 ' e • . . . t ".' I . 1 c l pound�*4.43N. . ` . . T) taAl' sl x .aaltW stowt,bll4ffitI Isi* in,tpa •inaelpl.tla deI ��1. . . I. lill 1' CONFIRM'1)RAINAGHt FIBtIlL,'IFINADEQUATE, - • -_ ! a• FJtWtedpMgetlaondmllbeeapableorgoppordng$2,0(IO-pMr,dlaadep- °. si std ataltsittalrtewauLtalabdsilttoraemttarlt lees41 tt3sel - . . . I: - 1NSTALl.CON T'INUOUS f+�OTiNO DRAIN TILE TO . '. plied,over a 20-ague v.-inch anew. . ' ,, with a Mklbelt . - . ; Gc Appllea to attic apneas tneetMg the requirentent7 to Section R802A.1 t An�142I Balt r, pie 3.9A Rafter/Ceiling Joist Heel Joint Connection Retltliremerlts _ STORM DRAiN. L . i i 8 7orltvsaea.Alliallvvilhmn •' ; 't'sle'�: •�ydl"•!x:'r"".:w.-,: Alternativ�toTahfe3.9) --�-^ - a ► jc�ir- .% r.'tr'�i„4ntw. .i.fAA.t cvt (Prescriptive corvenllonaiceilin etaandSecticnit802.I0. t �� _ • • • .kora$eamthopewhemtbemailmumcleal'� gbtbetwfmjoialandroficiis. w - .. DeadLoedelssnmptlons:RootAsvemblyDL-10psf _ -� lase than 42 lnchea,of where thele sma not two of mote atgapent truaaea with f ,,i I'' .1. _ _.���� . . ._, s �'.,..,,�.w.,. 4a� _ Ground Snow Load . i .. .. ... .. IhaaatYrwaltco raalatca bieof tai g}1 RoofL'veLoad ' llfigu pa con ninganctangle42inohefbl I ' _,_. . . ,r------- : _�_ _' ' . :_.. ::. _.." :..::. ".. .:' ___..... .. , ' by 2 feat wide,err$reaLfar,located within tlla plane of UIe tntaa.trot.aloe $ 20 psf 30 psf 50 psf _.r�..__ -poi_ CONCRETE COMPRESSIVI4 STRENGTH ( SEVERE -,) . - » » �_.: o ix >I0.fhb ilvA Load need not 6olwtumed to sot 4xmtoumantiy with Roofspan(tt.) 36 32 . ve I01!d T81H4t P�t __- _ _.__ �_-.'�d +'Sa� 'd S �1A x a^ " ai 4 12 24 36 32 ?a _3b- l? 2a-___ 2�; � '_____ __ ' BAS MENT W ' 5.-3,_Q PSI (SARA E SLAB 3.5W PSl • - w u ins _ . .. -- G Table Z.2A S/S Angor ft -' [III Plata " Pti and tion' Coma _ �''i rleffn ! Mr1pttai• 14,toy-to- �I -ta-� ) - p Ra erSpacing p _ ,�.}.:�� • - (Ptas3otiptlVe ltlterttathis ti3 Tebi*13.4) � R@Ker Slo e ( Required Number of 16d Common or a0L Boz Nails er lfxl taint Conncctian + E ��i�► yw_w�.,_., r a e R . k Shear Load* tLf�","'! ��ind --��a• ..t 0 i TCU,p <'�.<1 Sill ITER Bottom to Ro dwaT tion c '. 12 4 7 f0 a a 12 6 t tl 17 t LS 22 ' � n X.� I �� $�h t e .nom �. < 'fir .»�._ � - zo • � �®� , - Ib 5 9 L3 5 10 IS 8 l5 2_ l4 ?,0 , (Prescriptirre Attemeti�re to Table 32) I9.2 6 1km1 LMA Aaar.eladaa!ss it¢� �!'1I A1[emalbly DI.-15 3:12 l I l6 6 l2 l8 9 18 27 12 24 3.5 T1umt,e7 of Number of _•_ _ Thee seeded tz 3 r•I a5 90 14r 11A 12A 130 110 130 2+1 7 13 19 B l5 23 Il 27. 37 L5 29 4a 5 g 3 6 9 5 9 t't 6 t t L7 JtriHt c41 COmnit I Nails Box Nails Nast pod 1sn.tt••r of 84 Coomm Iden.or 10d lim NnBa j 16 a 7 l0 a a I1 6 i l; r. s s 22 ` '.•.",4`, :'i.:::' ",.•',. r..K• ti.. ,.fi,.,...,,, >r�_ ;_. .v ."., ..w . ,. _ _ _ _ 4.12 ,c. t ,,A,ts•.... r ,.._ ....,. ,:... a:,....:` •.:.-. (fi? fat.idtllsdofi-111"x20g.=e j 192 i Sp*e»8 Three Second Gust 8S 90 1 Q 120 330 1 139 „ 4It, �p irtt pn) uu,r a g 32 s 9 la 7 14 2C' 9 1 a 27 d e liH Alatanbl ". 1.' n.�»�:.(.• , ,1' rrx .:.R. _.,. ;.. i,r. 3, y,.. j;, ..:e. ..�,. \e i}• ::v.:I:i'r.' a 25 LI 22 33 u: :j. A.�t. ,� ;i� :3- ,i_:,�,. w.: w•.. ...: : Faundati0n 1311 [STI S $0118 t2 L7 9 17 f,.•, r. F %':r. v?'P, 1R R"'r. I.e:' ;'1:, •�;4.- ".'.'r-_..- t.'•:.' li� 0 15 6 ...:,,. . ,; _,''. ,?h p` ..,: • .- 6:i,~ :: ..1 dQilatdna 96 90 106 110 1z 1 1 1' 2 2 a 3 3 1 2a 5 1 9 14 Kellar to Top Plsse(Te=e atsll#d) (aero Table 3.4AjY (soe Table 3AA) prr IaRer^ g �r 1tiW11lNn Of BOlta ROQi�lrad in$}1C8rppall Y Sllet'� £ 1 1 16 1 I i 2 2 3 3 3 i 12 3 4 6 3 6 9 s I to 6 12 !8 Ce?.htg Joist to Top Plate ('1'oomal[+lt� (see Tablet 3AA ( ' - 20 1 1 ? 2 2 3 3 4 i 16 3 6 8 n ) (sae Table 3AA) per joist CaIltstg rolst to Pare.,el RSP&(Paoa-nailed) (see Table 3.9A) (sae Table 3.9A) esi lap - . 1 I 2 2 2 3 Comntxlix�na of Span ! ''C.• ° ' U L $ U L $ U L $ U �+, r t 5a2 t92 a 7 1D 4 8 Il fi IL 16 7 11 2[ call l. Joist Lslrs ow Part eft vat:e-Hallen : (Clea Table 3.9A) (see Table 3.9A) each lap . 16 2 2 2 2 3 3 -3 4 . Stories , (it) I2 2a 1 1 2 2 3 3 4 4 r t i 24 4 8 l2 S 9 14 7 l4 20 9 L8 27 18 I 1 Z 2 3 4 4 S i t:o to R�(race-miledj (fen Table 3.6A sea Table 3.6A de ' i ! 12 3 3 s 3 4 s 3 s s 4 7 Io 141a�to Raftnl(Toe-usiiad) 2-8d ) ( 2-lt)(t ) aaClt Orad , ` M ZQ 2 2 2 3 3 4 4 5 - • • • ♦ 3Z I I 2 7 3 4 5 S i . i 16 3 4 _ 6 3 5 7 4 7 10 5 9 f 3 i t3artt to R I^=(1.'4t/' 2.164 - 3-16d each end ' . 24 2 2 3: 3 4 4 S 5 16 - � 22 1 S4 133R 9627 16IR _ �� 28 2 3 3 4 4 5 5 6 36 1 2 2 3 2 4 s 6 I • , •ter 20 . 67 '147 16 1 1 •2 1 3 3 4 l 7:12 24 3 5- �` ; 6 13 4� 8 l2 5 10 li ia�- .pry;•' 124 � 3 L9 '� Ii..`: ' 32 1 3 4 5 5 6 7 4 3 3 4 5 4 6 7 ! `�- 1 $$ 142 12 3 3 4 4 7 10 5 8 . I$tory+ 24 10 2,1 1 r I 2 2 3 4 4 3 a 5 3 5 3 4 7 to T Plate•.-a.TopPlitt (ftel ad 2-16d' :16d' o t . . 36 1{ 3 4 4, S 6 7 8. op (l+aas nail 4-364 S-I6d jt to aaoh dde `i 3 3 4 5 6 '� 7 9 Z8 1T 44 103 167 16 34 1 2 2 3 3 4 f 6 1 19.2 3 a 6 3 4 6 3 6 9 4 8 12 T Plataa at 1"finectiona , Stwd to ffibud ed 2-I6ai 2-16d Z4"o c. I. 92 lt3 ,' 120 192 >u 1 2 1 E 4 s ! s 9:1z 3 s s a s i t s 10 u �atxawtfl ) " 4 4 3 6 7 8 9 11 24 3 s 7 •Heaft to KwAt>;r(ltam�nattled) 16d' 16d 16"ore.along edges : • SO 4 S 6 7 , 9 10 11 13 36 a 2 3 4 4 6 I , . Sil1>i4ate to Fotlsldati 6 r - 1 8 .217 3a f 2 3 3 d f t 7 71D S 6 7 8 9 11 13 15 • (Crawl Space or 20 * 131 v I 7 " 209 57 • 253R . t I 2' 1 3 a 4 12 3 3 3 3 .3 3 3 3 s 3 a 6 Toll or Nottom Plate to Stud (End-nailed] (see Table 3.SA) (sea Table 3.5A) per stud fit) . 25 • 8Z 3 19.2 3 3 4 3 3 s 3 s 7 3 b 9 4 3 ) 4 3 d 6 3 5 8 R,,• $0 6 6 13 _ 9 11 3 14 17 24 16 1 1 2 2 3 4 4 f' 12:12' Plate to Floor jso; Et1�; or 2-i6d'? 2-16d'a pa foot 20. 3 3 3 4 S 5 6 7 2 2g . X43 107 20 t 2 2 3 4 4 s 6 ' l M 24 3 4 s 3 4 b 3 6. 9 4 B ll . pry, Gf 24 .3 3 4 . 5, S 6 7 8 - 32 60 132 19.2 24 t 2 2 • 3 4 s 6 7 1 S q p • � 28 3 4 4 S 6 7 $ '9 - 6 r 6 7� •157 Nnilin re uirement5 shall be ermi'tted to be reduced 25%if nails are clinched x Beet j nt connect re not req d when the g pp y loadbea g ceder or g cera d_ d to resist th pp ed .':a:'.•._ :::.., ....: ?',.: :'.; :.o:;. ; •'-:- ,.,,-.•,.c,'.:. :: , % ', Loads.o' abulatedsheel ointconnection li . ,, t.••. .-.�...., .. ,,...,,.: .; ;;.. , ',FLOC 11ai 8314 1Ss , ;. ' i,•,•;-; .� s _ ./ .. - s 47 , s 4SR 32 2 2 3 4 S 6 7 I } t is provided by vertical sttudis or purlins to a loadbe u ng wall,tthe tb j } fOaa 0 n1PC . 32 4 4 5 .` 2068 2 3 `I When intermediate suppoR of the rafter mist to i111,.7'ep Plate err C#hYiar(Toanallt:rq) 4-8d 4-10d per joist 36, 4 - S 6 7 •8 -9 it 12 3 32 - Q 72 t 96 2 2 3 4 S 7 9 E_ ` requirements shalt be pamtined to be reduced proporiLonatin j the redaction in span. i Bridging to Joist(Toe.,ailed) 2-8d 2-10d each and - 1 2 Stories 40 _ 5 5 � 7 , 9 30 12 13 . 36 _ 7 12 1 Z 2 9 3 4 f � Eq. 1 Blg'to roi5t( oa-Halted) 2-8d Z`lOd Inch p!d + utvalent cannectiow are required for ceiling joist to ceiling joist Inp splices. IAl t 1 Sill T tla4oa0 SO 6 6 8 9 11 12 14 16 - t6 t 1 2 3 4 s s 6 I 1t r sp (T ed} B-16d 4-I6d each bI0t11c 12 . y9 2 19 Aad 33 I09 436 67 132 4363 20 2 2 3 , 3 4 S It 7 ° Tabulated heel joint connection requirements do not include the additional weight of the ceilLng assembly. T:,ad2et' to (Iaceeailed) 3-16d 4.16d . oathjoist, - 60 7 7 9 11 13 ' 13 17 19 14 K 2 Z 3 ; f 6 7 � .. I Tabulated heel joint connection requiremeaty assume ceiling]Diels or rafter ties are locnted at Lha bottom of the attic space.Whea ceiling joist., roiston x edger�onm('loo-nailed) 3-$a 3_1od ' `: 16 lf� 30 92 - 6 70 $ $ 10 12 15 17 20 23 ,� Z 347 1Y 2 2 3 4 S / f t or raRer tics are located higher in the attic space,no attic storage is assumed,and the tnbuiated heeljoint connection requirements shall be i i JeWt6+elft(End-aailed) 3-16d 416d bist 1 . ' paj I 80 9 2 4 ' 17 23 2 10 33 142 32 2 2 t f 6 7 ! 't Increased by the rollo•aing+actors: tt41rt1 ,9lElgXTGOP1atR(T00-HallEd] y16C1 $-16d •pErfOpt 2$ 4 5 6 7 B 1 �11 13 CeilingHeightlRoofRidge Heei JointConnectiou+ •• � e Height(Hr/H,� AdjustmentFnctors 3Q 3 1 S 6 f � t 1: 32 3 8 7 1 9 11 13 14 28 17 44 103 167 t pmacaw"Limas ars rat a. M in TAW 7.4. t i ��� Ire 2 :.<'. s 113 ,R ZS 110 1 92 +3011 SIAtTllO' '. 32 J� Tabalud lilt aolasaatha is alttnmw.AttC 'hated ifi ''A% I i T t T _ 1€ i 36 S 6 7 9 10 12 14 .� Str i Pamb " WAR Bottom Piste to 6 7 71bWmmd trpint eacnw m aagsiramaw uvmte.rootae.s pd-! I �� 8d 10d (see T ebla 3.10) 40 6 7 8 10 12 13 ' 16 18 131agrralYdoardES g 3Stodes - - 3 3 '" emorta.almmylstmtplaatattoriftbeoewn o atillmmmwlodwr tadof9p fatIla I poo iia x l!4 1.33 t"x6"er1"x$" 2-8d 2-1Od r SO 7 8 10 12 I4 17 19 22 Foundation 20 79 43 p 430 7 109 4436 37 132 436 f ��.wn.o!•d��reetanamAly.theW>[damd of°ait.tarp (� us i,2 1"ATO"err wider 3-f d 3-1 Od pport 60 ! • t 0 11 14 17 20 .23 26 (SWA. la4mh) 24 2S $2 , Ae AY 1 ttdl at eaoA cod orthe attap. �I v6 t.z t. . . 70 10 13 ' 14 17 2tl " 27 31 A 28 43 107 Aailt +�ss7.fA� -" '' _--- Ino one ote•Lateral deflection of the!after below rho rafter ties may exceed 3/4 inch when raRer ties are located above one•third t�' 2 n. w 13 c tnidcmtio T1IIN� add 'ticnal o 60 to s�fi 3 2 ma re 9 . i fond 1 3 fee thau2 Y qm -- �+ i t H or when HC is greater - . of the ridge he gh, w , @Ie action 1, .4. 1 157 Ancllola in be. 4 bt VVslt4betlyd 1 1» 3d txte cat 'Sd exraT#la;- •7"rlttge!10"fl � �� I ' lin t We'b don olasinT"$a, 3 _ 3 2 436' � Table 3.4A ir1 illi ' d/0T 1110111 ,, �i®tA Ltt��m�I 1E 1�t��!'��t91� at�ta�. t t.. •.,:. s:: ":K. r.cr,{. 1�� !.;• u. .•. Prescriptive 28 99 436 • 0 436 109 436 47 13 - F 7u'' .,'.��/� .; J. R'r' 6. tr v, Fl3,ai�t1 l '.i - C r r St�ldt' dclt� . - :;i�' i Anchor bolfi altail be Ilt31jb�3 >�e of the fbattara111ino and in no cafe.belt tiu anchor bolt ��"L'3"�I®1ltilt - � O>�L�ti'® I� � Ir l�rl rte• 3.$a ® 1tt f� . -1 Y meted.bag lith 3 32 0 72 xP . Structural Panels ed l od (sea'l'able 9.11) ' spaci ag Meed 6 abet an centu: For oillla anchor bolt lifpdt4lt om sae Settlotl 3.2.1.7. V_. 18 97 - . t� ( � w '.' lki C Sr W'L )1 F1114 rboatd Panels ' ._ - _._-- : _ 3 4 _ -,- -. _ : . (Prescriptive Alternative t0 Table 3.4) , 7/t 6" 6df - 3'wide/6"field Sill plates are tab®' S4u211e114 Pito. _.__. ._ - r ' 7/16" $df, - 3-edgeIIrfietd rte 3.28 Bottom Plate to Foundation Connections (Anchor Bolts) Resist!; �IsDRI(II1�' ____. i Lateral aand Shear Loads from Wind -Exposure B '_ Three Second Chm wmd Speed(tlaph S5 90 100 110 120 130 140 ISO (Prescri tsyp,�nf,wanboard 5daootlm SdooDlers 7"edge/10"fiatd ( able 3.2C Sill or Bottom Prate to Foundation Connections (Anchor Bolt ptiveAlternativetoTa51e32} Rafter/ceilingJoist Walt Number of Bd Commas Naos a IOd lymi NteFls(Toa•nailed) 81 o b kl hg at 2A•"•ii.a,"~---~ hardboard 8d 8d (see MM&e,lt) Resisting Uplift LO�ad1 frOln Wind- EXpasure li + "`I - and/ors".eilin JoiattoT PlaseConnecl;on`2sA Paltiolehoard Panels 8d 8d (sea fslanufaet>rser) Th ee Second Gust Wind - in Each Raga } as 90 too tell 320 130 leo tea Spacing{in) lttaght(ft) Itegnirod g cep !) !�,_>�"�/ QJ-' (Prescriptive Alternative tofable 3.21 spec.(mph) �I�+ - ' I3iagonat Board Sheathing = ® �•�1,� •� Bottom plate it Fri dationAnchorBolt LrrA 8 "� 2 2 2' 3 3 3 3 , J �1'1r 3' i- 1"xd"Or 1"x8" 2.88 2-10d a .. Poundalion Supporting Maximum Anchor Bolt Spacing(n.) - - p � Connection Resistin t : 1"x10"orwider 3-$d 3-lOd per ort Three second Gust Wind as 90 loo Ila Izo I3o I4o Iso ! Ice^ArdtarBmc r' 12 t0 2 - 2 2 2 3 3 3 3 �' - i, ?:, ca A �.efa BanomPlat S sed ra h ! 1.3storics 3o B 2 2 3 3 3 4 4 .4 $i[iBW�ii . :;i.y.,i `.•-y':.it;Ja1-i}. '••"•' •i. tion Anchor Bolt • . :ca" r. �' •:+: a to Founds :ei•.,.r t l6 , r• •1'1 :n Wt\ •.n.: t7iaS7rA 1 '.crsl and Sbca eL 5 , '.t i. �' ••• - "'•"• ' ''•'• ••' + •' •' ••�•-"' �•• '� ,�� Foundation Suppariing Maximum Anchor Bo11 Spacing(in.) � 518"Anchor Bolts 4 4 4 t-•r; • • Canneaion Resisfin I 10 2 2 3 3 3 . • . 1 Structural Panels + R'Eno zones ]-3 stories 4S '} 8 3 3 4 4 5 S S 5 • t"or lets I 8d l0d 6'Edge/12"field - j U I-3 stories 72 70 44 39 33 28 25 23 - I prescriptive limits are based on assumptions in Table 3.2. 24 1•in LLiCI Q W h _. •' . " } plifl Loads 1,}, 1 When anchor bolts are used to resist u hft,lateral,and shear loads,themaximum anchorboH spacing shall not exceed the lesser ofo.etabulated - r. ,I' 10 3 3 4 4 S 3 S 6 • gneBw om l lod 16d 6 edge/6"field ,{ Interior zonas A . . P' Diagorai Board Sheathiag z j 1-3 stories 72 72 57 45 38 33 30 27 . • 2-2 ed Gotnrrlon• . i values for uplift loads(Table 3.2C)or lateral and sbear loads(Table 12R}For other anchor bolt limitations see Section 321.7 and 322.3. i Pr�Ieriptive limits ale basal#off a4stampgrnls in 9`able 3.4. • • a t1D t i s ill 2.p"O.R. • ' n " n n ,I I Prescr five limits are based on assn tions in Table 3.2, i1 ---- ' I s Tabulated anchor bolt songs for lateral and shear loads,assumewells are sbeathed in accordance with section 3.4.42. Far otheruall sbeathing a 7' Tabulated eannecdon regtlr.•nnents assume a building to mired in Expoaue B. • .. p � rs Q;e tnbuleted.veto+holt .cin s shall be multi had the a ropriate elfealhin a sd'uslmwt factor in Tehle 3,17D,bel in no Casa stall • J 3 1 1 qr E i 2-8d 2-104 per aupp0it » a VJlrev anchor bolls are aced to resicl u hft,lateral,end.bear loads,the maximum avchar bolt spacing alr,ll Hol exceed Ute teaser of dte tabulated Y T is ac g p pp g 1 Whom cajlin oiirft 1IC ins"lled llal rp fathers,the sum of the too-nsila is the rafter and ceiling joist shall egusl or exceed the aac6orbolt spseings exceed 6 feeton cmtcr. , ' 8j 1 . G'tyl': c$tt • 1"X10"of wider 3-88 3-10d pa 9gppOlt i values for uplift Ioads(Table 3.2C)or lateral and shaar[oeds(1•ablc 3.2B).For other anchor boll limitations seoScction 3.2.1,7 end 3.2.2.3. tabtllatad number of nniI7:tt.ljtlitGd., . ' Nailing Ittteifetrlelsts ale based on wa13 ahesihitg nailed 6 bltlhes on-canter at the petrel edge,if wall sheathing is nailed 3 inches on-calla st the f 1 '�---- -., r For three second gun wi{d speeds ler than 110 mph,wllh a tabulated lateral value from Tabic 3S greaterlban262 pEf,lateral wnncctions shall ' _ - 1 - hr.delcrmiticd using the Loads[romgTeble 3.5 4 1` l - i panel edge to obmla bight+shear oapaoities,nailieg requilelnmtta far atnlcturat nlembeta I1halI be doubled,err.hamate ooHntictors,such as ahtmr _ - - i - i. To avoid splitting,Ha more tbsn 2 too-tlails shall bo installed in csch side of a Faftar er tseiling joist when jfaatanad to a 2x4 top R 01 i fl 60tf3 d to . plates,ahall be used to maint in the load path. - '• � C � NCE W/20®7�E - _ ". = What wall lb ftthing ie coni aloes over connected members,the tabulated ntmlber of nails ahall be permitted to be reduced to 1-L6d me pa foot. - - - . . 3 Corrositm rEnt•l1 gage reofmg nails and l6 gtlgo staples err¢ptulnitted,check IBC far addhiooal rrgaira®alta OD FRAM CONST�U�r 1 ION UA[. EDi �•------------- ._-_- - plate or 3 toe nails in each tide when fastEnal to a 2x6 hop plate tf«tits f9!'Sht3 air -C.N[:WO TfiON 'USl +1G _- _ - --- - -- - - ., .. . . . _ . _. . . .. . .. ..! PRESCRIPTIVE DESIGN METF,IOD. 4, DIAMETER "J`l OLT:PSR`TABLE' 3.2A 8t '3:25 . f '.2+ a : • a a - • .. . - t•.+ I 1 CENTER SPACING INTO FOUNDATI{ N WITH x' x'/ E .P. PLATE OVER SILL PLATE: I . - 3n -'' .�. R I E �IAL. •; ' . USE '[ %a" X 20 GAGE STRAPS NT SILL T F[RST "� -_ ::::;- p ' 1 • , sT y LAl E TO FLOOR W�$LL w `" ,}e ,:"- ,, `'ti . �r-, • '' . - - ' . » ' - STUDS, 1 •FLOOR WALL,STUDS TO 2 R iDR WALL TUDS, WALL-STUDS AND TOP. +� �0.H0 TU L SHEATHING ' ,�3_ � � H _ _.. . U 111WI O LESS THANAI STRUC FSA `t y � '� '• »r PLATE TO ROOF RAFTERS ANTI OVER RIDGE AT EACH ER OR 2X4 COLLA t TIE iN Tp'Btk � .MGT.Slaoti TO:TOP-LATE., • ,r'-, `` . '' `I - ' 'Y® �� TTE ®ETlAL C.ODE"� t �a� r• SCALE: ASQTl �; ,. .. !'�" UPPER'THIRD OF ATTIC AT 'Las" ON CENTER • 1 s ti . ASPHALT SHINGLES FC,�LLOW NAILING ECHE UL `° ' ROOK'Pin'tom �"�'. .* C I< MAX 429�o GLASS OK 3- I 0 ' U E Pt� �.2.6 MIN S FA57`EitS PER , t � r;y : 1� = . z- 2 z v pa e� _�,�,, SHINGLE,BLDG. FELT, i MALL P'ER 8900.2, . ' . ' . '- :.. ._+.._ .... ��� � 1 `�53. 8TH {ICE SHiEhb. I EQUIRED'F©R 18'r 2t4" ABOVE' START O iNT TOR WgIs.L} N.Y.S. SLDG., •���. > >I �` • !' " SUTE PO' 1' 00 �.iC�Gt1�I Y".11.� , ;( } �.. y _Q 8 �ac�7 v 'CODE- L F309.2 2 ETD �QF ' 1 r . . .. .. . ._.».___.. P:'RIA NG i as• �' 1.DATE c- . k g I ".