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HomeMy WebLinkAbout40086-Z 4�gnFFnc��oG, Town of Southold 11/20/2015 :' �� P.O.Box1179 cf,I 53095 Main Rd 406,,1* '10 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37913 Date: 11/20/2015 THIS CERTIFIES that the building ALTERATION Location of Property: 680 Mason Dr, Cutchogue SCTM#: 473889 Sec/Block/Lot: 104.-7-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/15/2015 pursuant to which Building Permit No. 40086 dated 9/15/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ALTERATIONS,REAR DECK ADDITION AND FEMA COMPLIANT FOUNDATION UNDER EXISTING ONE FAMILY DWELLING,AS APPLIED FOR The certificate is issued to Corbley,John&Corbley, Susan • of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40086 10-29-2015 PLUMBERS CERTIFICATION DATED , A7 ed gnatur ,t �oN51. d�4 Town of Southold 11/23/2015 f P.O.Box 1179 . g,x' 53095 Main Rd *1 4 116, , Southold,New York 11971 sr4 CERTIFICATE OF OCCUPANCY No: 37916 Date: 11/20/2015 THIS CERTIFIES that the building HOT TUB Location of Property: 680 Mason Dr, Cutchogue SCTM#: 473889 Sec/Block/Lot: 104.-7-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/15/2015 pursuant to which Building Permit No. 40086 dated 9/15/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ACCESSORY HOT TUB ON AN EXISTING DECK AS APPLIED FOR The certificate is issued to Corbley, John&Corbley, Susan of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40086 10-29-2015 PLUMBERS CERTIFICATION DATED A i ledSign~ tine I ,,.SUF• Foi TOWN OF SOUTHOLD 'o� eco BUILDING DEPARTMENT +'o TOWN CLERK'S OFFICE 4",‘ 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#: 40086 Date: 9/15/2015 Permission is hereby granted to: Corbley, John & Corbley, Susan 680 Mason Dr Cutchogue, NY 11935 To: construct a FEMA compliant foundation under an existing dwelling as applied for. To include amended alterations.6/16/14 Replaces BP# 37720. At premises located at: 680 Mason Dr, Cutchogue SCTM # 473889 Sec/Block/Lot# 104.-7-3 Pursuant to application dated 9/15/2015 and approved by the Building Inspector. To expire on 3/16/2017. Fees: PERMIT RENEWAL $100.00 Total: $100.00 Next- renew al needs +a Include. Arnordmeo}- �otal Loa low $C35aS�-Q r_cneu) Building Inspector 4�gUFFO( TOWN OF SOUTHOLD 4. �y BUILDING DEPARTMENT TOWN CLERK'S OFFICE %•>, e" fi 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#: 37720 Date: 1/2/2013 Permission is hereby granted to: Corbley, John & Corbley, Susan 680 Mason Dr Cutchogue, NY 11935 To: construct a FEMA compliant foundation under an existing dwelling as applied for At premises located at: 680 Mason Dr, Cutchogue SCTM # 473889 Sec/Block/Lot# 104.-7-3 Pursuant to application dated 12/19/2012 and approved by the Building Inspector. To expire on 7/4/2014. Fees: FOUNDATIONS UNDER EXISTING BUILDINGS $200.00 Flood Permit $100.00 CO -ALTERATION TO DWELLING $50.00 Total: $350.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION,FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: • A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and`pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. 5J23/`C/ New Construction: Old or Pre-existing Building: (check one) Location of Property: 44 PC) \S 0 ` . . (CS 3 House No. Street amlet Owner or Owners of Property: 1 W 4, Cegf (✓{_j Suffolk County Tax Map No 1000,Section (041 Block 1 O" ? Lot ®� Subdivision �/ Filed Map. Lot: Permit No. LCD oOc' Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: ' Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ b (ill ss 11 ' lam.!icant Signature '/,/� iii at,..... Town Hall Annex 0 ® : Telephone(631)765-1802 54375 Main Road illg Jig % Fax(631)765-9502 P.O.Box 1179 c.r' . r Southold,NY 11971-0959 , .e.il roger.richert(a�town.southold.ny.us • I�COUNTYA —•�„ oil BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: John Corbley Address: 680 Mason Drive City: Cutchogue St: New York Zip: 11935 Building Permit#: 40086 Section 104 Block 7 Lot: 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Home Owner DBA: License No. SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub X Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 35 Ceiling Fixtures 4 HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 7 Smoke Detectors 2 Main Panel A/C Condenser Single Recpt Recessed Fixtures 12 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 20A Emergency Fixtures Time Clocks Disconnect Switches 41 Twist Lock Exit Fixtures TVSS Other Equipment: "Storm Damage Repair" 2-Exhaust Fans, 1-Paddle Fan,GFCI Protected Disconnect For Self Contained Hot Tub Notes: Inspector Signature: Date: Electrical 81 Compliance Form.xls ,,,,,i/ilii 3 7 7),0 ,ho��OF SO(/jyolo�, I'`.4'coutrot/ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION-1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 4.!_.413 r / . DATE ' �� INSPECTOR `�'� SOU-4;\ 'Y' v�I TOWN OF SOUTHOLD BUILDING DEPT. - 765-1802 INSPECTION - - [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL - - _ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION K] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE /Z' /.5 INSPECTOR r '!:':�>�J► __ 7 o�yCOUM`l,NA, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [1,4SULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL ( ?UGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 3/5/3 INSPECTOR21"1-e-e--4-0 sooty= ;'11` * , TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUG MBING [ ] FOUNDATION 2ND [ ] I LATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE 1/IOTION [ )) CAULKING REMARK!: ilitirr.,/1/40Zc ,c.se.olf'l CA/ 1‘14L A&I"--OgAddi'Z'O'D r)._01;d7,71.C. F/C7-4.1Z /49 C,-.41 0 Al r ,47,-/dcf' /-164//4._ - 26 er / DATE /0 g°;1 INSPECTOR - —7 • sG g2 /1 I TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: l �? ( �G` DATE INSPECTOR ,/#1�oF so�r1$6et TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO H PLUMBING [ ] FOUNDATION 2ND [ ] SUL; • N [ ] FRAMING / STRAPPING [ FIN [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Ati �' '' =,• - cam- 64,7 psi c DATE % /_0 INSPECTOR -717 /44-2/ i II CHITECT .., ......... MARK SCHWARTZ &ASSOCIATES 28495 Main Road•PO Box 933•Cutchoguc, NY 11935 631.734.4185 I www.mksarc hitcct.corn Southold Town Building Department Main Road P.O.Box 1179 Southold,New York 11971 Re: Corbley House 680 Mason Drive Cutchogue,New York SCTM#1000-104-07-03 To Whom This May Concern: I have been to the site during construction and reviewed the framing,strapping,caulking and pressure tested plumbing piping. I hereby certify, to the best of my knowledge, the framing, strapping, caulking and rough plumbing work has been completed as per plans and meets or exceeds NYS code requirements. Please call this office if you have any questions or require additional information. Very truly yours r•- ."4::•,"; ,y 7 t..P: '..• 7 ?",/14.,4,; /k N T n EllUEF-n .--1,,, a. ' MAY 3 0 2o qr,Tt4 111) Mark Schwar' Zz• ` �' BLDG DEPT. TOWN OF SOUTHOLD tip. AIA Menthe' American Institute of Architecture i 8.f. ''. CHITECT my MARK SCHWARTZ &ASSOCIATES 28495 Main Road•PO Box 933•Cutchoguc, NY 11935 631.734.4185 I www.mksarchitcct.com 1 1 11', IL; LE 11 W/ Pi nil , Southold Town Building Department Main Road P.O.Box 1179 1 NOV 2 2015 I U it Southold,New York 11971 I BLDG DEPT Re: Corbley House TOWN Oi SDUTHOLD 680 Mason Drive Cutchogue,New York SCTM#1000-104-07-03 Permit#37720 To Whom This May Concern: I have been to the site during construction and reviewed the insulation and plumbing. The insulation was installed as per plans and the new plumbing installed was Pex piping and no lead solder used. I hereby certify, to the best of my knowledge, this work has been completed as per plans and meets or exceeds NYS code requirements. Please call this office if you have any questions or require additional information. Very truly yos,.,, ,CP . ,AK.,‘"174 ri,8:;000 _, N -, e ,1,114, ti.', :i ' Ali + ;, 3.' ` !�®�g.�{�. ••• 4424.0-FyVI. Mark Schwartaz at AIA Member Amel scan institute of Architecture �/ lk_ _ _FOLD INSPECT�QN REPORT DATE COMMENTS FOUNDATION(1ST) '11 ..'...... _- - f • .------ 1 D '-' • FOUNDATION(2ND) V tri ,..," , .. , ......, X 03A9/3 s2 ,., �� -r-e e. C.', • 02-z--eq q-414.•7.4,-•-j„, ,:-.‘4,V1-7.1 eZ2pe:ee- , 'd . . 431— e..-A-A...€04e.....,...-i-t., r"- -A .,-; • , .44„,..t.jettarzt.6., , i; FRAMING& r • ROUGH . PLUMBING 7 • oi Cn INSULATION PER N.Y. ''i STATE ENERGY CODE • ' y .._ /e_."--.1 (7 , .--1,-;..-K FINAL �`- /- th ,/,41/ tr 5././v&te_ a.../.0,,r 6/ 4,4' s& cti,4?,/ z--64‹._ e - �- A • (l /77. r Co SA1,--iief2 .qtr ADDIT.O AL COMMENTS p . _ -, '\ a ,,... J Q . ,... . _0 i - .,,:..-Wilti ilanriL.- . 6-- ,(=\ \ c).--C) • -- bh40--- ‘ c- W (2-e c-- It 30 _! 3 i _O . to yqi,3 ga C L im o _ 0,730 /z Z 'Y�P �/Y1Q.k Gli-ei to i Olv arc . s- 01-exp 60-70 . 56 f 2270 `% q-15-Is cu s 1(YJ . e (,I?) c Pc ?J73?*� A0# '�7ao 1 • R, a-ll'cnSak,411•r c ( '' ' (Ai c `a iI- i-- 9 ,ml, -f� r v .) o© d ,_ ►(., -u . iYi (AwLeA-, 6 [A.PoiN -i-k- 11 - 11 -1C . . c-;)3 � o :::‘ z gi t tl ti 7, . TON 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 SoutholdTown.NorthFork.net PERMIT NO. 372 Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined /01 ,20 1,3 Single&Separate Storm Water Assessment Form Contact: Approved 1 $1' ,20 0Mail to: Disapproved a/c / ,, a n Phone: d.3 G Q Dcs it Expiration I C n r., _0 11 1. C IUJ Y �S 2 ��-� Building Inspector DEC r 9 2012 CATION FOR BUILDING PERMIT BLDG DEPT TOWN OF SOUTHOLD Date 2o 20 (Z INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or ' Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, l •usin, cod- .nd regulations, and to admit authorized inspectors on premises and in building for necessary inspection - J 41111:'ature ,,f applicant or name, if a corporation) 610 iv C.)104. CUIC.,0 6- U1 (Mailing address of applicant) (1C3s/ State whether applica is owner essee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ..J ow e Cj'A so,S,3 K. cbeg,6, (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: G eo (1 � D2 ' CU2,� 3 ( i4 3\ House Number Street ` Hamlet County Tax Map No. 1000 Section / ° / Block Cr—) Lot ®, Subdivision ` f \ L C Filed Map No. Lot y� •S• 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:, a. Existing use and occupancy Sl /1 -A i b. Intended use and occupancy S1 n 5tYn P L. 3. Nature of work(check which applicable): New Building Addition Alteration A Repair X Removal Demolition Other Work l �O ®C)C) -- -2-00,1000 (Description) 4. Estimated Cost Ax K ,r'Al P.t Fee 2(Do (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 9' 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 1.3 IA- 7. A- 7. Dimensions of existing. structures, if any: Front � F Rear •Jf"'(' - Depth 3 g Height 2.6 Number of Stories ._ Dimensions of sa e structure with alterations,or additions: Front � Rear S—E� Depth < Height Zci l /O 11 Number of StKies) 8. Dimensions of elite.new construction: Front 1--43 Rear "(' Depth 8 Height 2q (o [( Number of Stories 9. Size of lot: Front -‘7-2•c, 3 Circ Rear • � Depth -2• D 10. Date of Purchase ( IC1c1 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 �C 13. Will lot be re-graded? YES NO XVVill excess fill be removed from premises? YES NO 14. Names of Owner of premises -JO lk Eb. tf ddress 6 gO fY1 UIJ IX-Phone No. (S")3-W.-gri Name of Architect (YV/.tc SC kCQ)I ?- Address •O•(�o 33 Phone No ')3 ? - Lfi SS-- Name of Contractor Address C'` u 1 Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES )\7 NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. Q fljy1/t ICJ 16. Provide survey, to scale, with accurate foundation lan 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 'C * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) '(�3 , Ebt-� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) a ove named, CONNIE D. BUNCH Notary Public,State of New York (S)He is the No.01BU5185050 (Contractor, Agent, Corporate Officer, etc.) Uualitied in Suffolk County Commission Expires April 14, 2015o 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. 141 , Sworn to before me tks ` t 01 day of 201 Notary Public •'i ^ ure o • pplicant • r}.r= 'OWN 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 SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ,20 Storm-Water Assessment Form Contact: Approved ,20 Mail to: Disapproved a/c /04 Uv 12- I41 P Phone: 2----)3 cf OC E 41 Expiration ,2 Building Inspector G' \ PPLICATION FOR BUILDING PERMIT 013 Date �� � , 20 /3 OCT 3 0 201:s_71 INSTRUCTIONS a. This a.. icatio -M e coi pletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets f plans, accu �p� to scale. 'ee according to schedule. b. Pl Ian ownTg oca ion of lot and of buildings on premises, relationship to,adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed'within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for remov. or demolition a erein described. The applicant agrees to comply with all applicable laws, ordinances, building code,housing ..de,a.:, regulations,and to admit authorized inspectors on premises and in building for necessary inspections. `� ik (w.f applic. t or name,if a corporation) 6 Abo t �So 0 Q2. (Mailing address of ap licant) applicant is owner, lessee, agent, architect, C�— le I. t� 3� State whether ge t, engineer, general contractor, electrician!plum�er or builder Name of owner of premises �d 14`) ps cc(e (As on the tax roll or 1 test 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: House Number Street amlet • County Tax Map No. 1000 Section J d 41 Block 0—7 Lot 0E Subdivision c*o W �j Filed Map No. Lot C - T. 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy SOOCmc i� 'fes/ f 1,-4(>n4F b. Intended use and occupancy S I y-4 FilTh 1 Lt rfrr"`tom 3. Nature of work(check which applicable): New Building Addition - Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost SOCO -CDC Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase 1 /1° 11957 Name of Former Owner Eo( 11. Zone or use district in which premises are situated R —4-10 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 'C 13. Will lot be re-graded? YES NO?Will excess fill be removed from premises? YES NO /$8\-- 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ,-k(----NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITSAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES ?\-- NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE C BUNCH Notary Public,State of New York (S)He is the No.01BU61850 0 (Contractor,Agent, Corporate Officer, etc.) Qualified in Suffolk County U Commission Expires April 14,2.__ 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 this111110 3c-) ft), day of 6.1'@Q4 20 f�j e Notary Public of Applicant e • ___JI . ...6.-4 1 i ill ,., r Al i`.."1h�, i i� �w \\ % .1,,f:'',,•:-...'r ' /I- 1A /•, \'%I' ' :G \' JJ ::r\, \_ ,' \• �y lki i, i" y BOARD OF SOUTHOLD TOWN TRUSTEES �; SOUTHOLD,NEW YORK 1`P^ i4- 17, 1PERMIT NO.7969 DATE: DECEMBER 12,2012 r ISSUED TO: JOHN R.CORBLEY i 1 w i ® i�y: . a I PROPERTY ADDRESS: 680 MASON DRIVE,CUTCHOGUE 1 ' I '14, 1 !•,- r ., . . , SCTM# 104-7-3 „14, AUTHORIZATION\iff' :b;,l `' tr Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in `"`: • accordance with the Resolution of the Board of Trustees adopted at the meeting held on December 12,2012, is ,i • and in consideration of application fee in the sum of$250.00 paid by John R.&Susan Knox Corbley and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees ,way`';! authorizes and permits the following: it m i 1 >> 6 '` Wetland Permit to raise the existing house from 6.5' first floor height to 1, :. � ti ' I approximately 10' first floor height; raise the existing second floor in order to build a 1: y 1 new frame construction first floor and lower the existing second floor onto new first floor; no change in house footprint or footings, and no excavation or fill will be l'Et. v 'required; and as depicted on the site plan prepared by Mark K. Schwartz, Architect ` I ; last dated November 14,2012 and stamped approved on December 12, 2012; and as �, f 1 � also depicted on the survey prepared by Nathan Taft Corwin III, last dated November a;' \ 10,2012 and stamp approved on December 12,2012. 1 IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, A < 2and these presents to be subscribed by a majority of the said Board as of this date. s. IIf�. UiFQ�x / - f1 r. �' � • ® 't 1' o)1 - .---,(:. : ii. try ; / 1 1 ;�;, i ,,�.,. 5 (-US/CC_ =cer�6�1r lam,ao - 4 Valerie Scopaz on behalf of JOHN M. SCOPAZ requests a Wetland Permit to backfill with +/-200 cubic yards clean fill to restore the undermined embankment and re-vegetate disturbed area; installation of a proposed retaining wall approximately 75' in length with two (2) angled returns approximately 5'-7' in length; to reconstruct the existing stairs with associated platforms in-place from top of bank to beach; and for ordinary maintenance & - repairs to the existing bulkhead. Located: 6300 Indian Neck Lane, Peconic SCTM# 86- 7-2.1 soj� P/1(4I6.- ado sf_ lifpr 5. ROBERT & SUSAN GATEHOUSE request a Wetland Permit to replace the existing +/- 148' lower storm damaged bulkhead and construct it 18" higher than original to match height of neighbors with a +/-12' return using vinyl sheathing; replace the existing +1-148' upper storm damaged retaining wall and construct it 12" higher than original to match height of neighbors with a +/-15' return using vinyl sheathing; construct new +/-180sq ft. of decking destroyed by the storm; construct upper and lower beach stairs destroyed by the storm; fill with approximately 500 cubic yards of clean fill and restore a 10' wide non- turf buffer between the bulkhead and the retaining wall, replant with native seagrass. Located: 2870 Peconic Bay Boulevard, Laurel. SCTM# 128-6-11 jiltvl AA Vivr Jdhr► -*prove, /-�/e� /0'S1i'GA-Y rc of rr- s/ias ,4 ' atom, be en ke-fztch Du Pi ea/a Tr/ivy C 6 LAURA A. YANTSOS requests a Wetland Permit to replace the existing approximately 52' long storm damaged bulkhead using vinyl sheathing; construct a minimum of a 13'- 15' return on the south side and a minimum of a 8'-10' return on the north side; replace existing stairs to beach damaged by the storm, and backfill with approximately 95 cubic yards of clean fill Located: 3455 Bayshore Road, Greenport. SCTM# 53-6-11 'Do-Ve -C-1c5e tea !/ fx— c ) conte i n oc /o'e.oiote_ ATZ)f-P-64kr- 7 7 LOUIS & ELIZABETH MASTRO requests a Wetland Permit to replace existing approximately 105' long storm damaged bulkhead using vinyl sheathing; construct two (2) returns each a minimum of 12' in length; replace existing stairs to beach damaged by the storm, and backfill with approximately 100 cubic yards of clean fill; and for the existing split-rail fence, existing stockade fence, existing dwelling with screened porch, existing brick patio, existing covered steps and existing bilco doors. Located: 3505 Bayshore Road, Greenport. SCTM# 53-6-13.1 , n40 8 JOHN R. CORBLEY requests a Wetland Permit to raise the existing house from 6.5' first floor height to approximately 10' first floor height, raise the existing second floor in order to build a new frame construction first floor and lower the existing second floor onto new first floor; no change in house footprint or footings, and no excavation or fill will be required Located: 680 Mason Drive Cutcho•ue SCTM# 104-7-3 int a_ & b - Ic e- m r /,5-4A '/(v+� % Sys M i I • 9. En-Consultants on behalf of LEWIS TOPPER & MARGARET SAVERCOOL requests a Wetland Permit to construct approximately 55 linear feet of vinyl bulkhead in place of NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION i Facility DEC ID 1-4738-03672 PERMIT Under the Environmental Conservation Law (ECL) Permittee and Facility Information Permit Issued To: Facility: JOHN CORBLEY CORBLEY PROPERTY 680 MASON DR - 680 MASON DRISCTM#1.000-104-7-3 CUTCHOGUE, NY-11935 CUTCHOGUE,NY 11935 3L_ Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Cutchogue Facility Principal Reference Point: NYTM-E: 713.8 NYTM-N: 4543.2 Latitude: 41°00'43.1" Longitude: 72°27'27.0" • Project Location: 680 Mason Drive- Watercourse- Haywaters Cove Authorized Activity: Raise single family dwelling with no change to footprint of the house. Ail authorized activities must be in strict conformance with the attached plans stamped NYSDEC approved on 11/21/12. (JRP) DEP-ARNO Permit Authorizations Tidal Wetlands - Under Article 25 Permit 11)14738-03672/00005 New Permit Effective Date: 11/21/2012 Expiration bate: 11/30/2017 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations,.and all conditions included as part of this permit. Permit Administrator:MARK CARRARA, Deputy Regional Permit Administrator Address: NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK'50 CIRCLE RD STONY BROOK,NY 11790 -3409 - Authorized Signature: ia- - Date,j t/„2 2/ /2, Distribution List Habitat-TW - JACQUELINE R PASQUINI Page 1 of 5 Aft NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Now Facility DEC ID 1-4738-03672 Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Conformance•With Plans All activities authorized by this permit must be in strict-conformance with the approved-plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Nathan Taft Corwin last revised 11/10/12. •'C, 2. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. 3. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters oryflood flows dr endanger the health, safety or welfare of the people of the State;..or cause loss or destruction of the natural resources of the State, the owner may be ordered by the'Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill,-excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without;, expense to the State, and to such extent and in such time and manner as the Department of• • Environmental Conservation may require, remove all or any portion of the uncompleted structure otfill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made°against the;State of New York;on account of any such.removal or alteration. 4. State May Require`Si"te Restoration If upon the"expiration or revocation of•this pertnit; the project hereby authorized has not been completed, the applicant shall, without expense to the State,,arid to such extent and in such time and manner as the Department of Environmental Conservation may-lawfully require, remove ill or any portion of the uncompleted structure or fill and restore the siteto its former condition. No claim-shall be made against the State of New York on account of anysuch removal or alteration. 5. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings,paints, concrete, leachate or any other environmentally deleterious materials associated with the project. Page 2 of 5- NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION11111011 Facility•DEC ID 1-4738-03672 • 6. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 7. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 8. Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetland's or waters of New York State, nor shall washings from ready-mixed concrete trucks, mixers, or,other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms'-shall be used. Wet concrete shall not be poured to displace water within the forms. 9. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer•areas. 10. Nd Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 11. :Storage of Equipment, Materials The storage of construction equipment and materials shall be conf ned;within.the,project.work area and/or uplandareas greater than,75 linear feet•from;the;tidal wetland boundary. 12. Seeding Disturbed Areas All areas of soil disturbance resulting from•the approyedproject shallhe stabilized with appropriate vegetation (grasses, etc.) immediately followingproject completion or prior to permit expiration, whichever comes first. If the project site remains inactive for more than 48 hours • . or planting is impractical due to the season, then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 13. No:Changes to Septic System This permit does not authorize any alteration, expansion or replace`meat,ofexisting,septic.systems,. . .• 14. Establish'Vege!tated Buffer To"protect"the values ofthe'tidal° etlarl`cis;a'` p i erin �u'''a erit'veg'tated buffer zone shall be established. There shall be no disturbance to the natural vegetation or topography within an area extending 50 linear feet landward of the tidal wetland boundary. 15. Straw Bales of Other at Tidal Wetland A row of staked straw bales or a ro able erosion Pp ��' control devices shall be-.placed at the landward edge of the buffer area or 50 linear=feet from the tidal wetland boundary, or as per the NYSDEC-approved plan,prior to commencement of any regulated activities and remain in place and in,good, functional condition until the'project is completed and all disturbed areas are stabilized with vegetation, 16. Install, Maintain Erosion Controls Necessary erosion control measures, i.e., straw bales, silt fencing, etc., are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. - • Page 3 of 5 MEI NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03672 GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the worrk=suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Rel'•tionship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals, Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this • permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are,to be submitted to: Regional Permit Administrator NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK'50 CIRCLE RD STONY BROOK,NY11790 -3409 4. Submissions of Renewal Application The permittee must submit•a renewalapplication at least 30 • days before:permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right ic•exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application-or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; Page 4 of 5 AlIlk NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATIONIhrif Facility DEC ID 1-4738-03672 e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically,prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection_ with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply;with Permit The permittee is responsible for informing its independent contractors, employees,,agents and assigns of their responsibility to comply with this permit, including allspecial-conditions-while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. • . Item C: Permittee Responsible for Obtaining Other Required Permits - The permittee.is.responsible for obtaining,any._other,permits;approvals, lands;-easements and:rights-of way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does riot convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of othersin order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a pa"ry to the permit. Page 5 of 5 FORM NO. 3 NOTICE OF DISAPPROVAL Date: November 12, 2013 Updated: February 4, 2014 TO: John Corbley 680 Mason Dr. Cutchogue, NY 11935 Please take notice that your application dated October 31, 2013 For permit to construct a deck addition to an existing dwelling at Location of property: 680 Mason Drive, Cutchogue,NY County Tax Map No. 1000- Section 104 Block 7 Lot 3 Is returned herewith and disapproved on the following grounds: The proposed construction of a deck (approx.. 40' X 15') in the R40 District, is not permitted 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 setback of approx.. 60' from the bulkhead. Also, pursuant to Section 280-15, " ...accessory buildings & structures ...shall be located in the required rear yard..."; upon completion of the deck construction, the existing shed will be located partially in a side yard. "-f&zzyt-L. - Ci6-_-_-, Authorized Signature � r0�$Q(/l- Mailing Address: APPEALS BOARD MEMBERS ) �� Gerard P. Goehringer,Chairman t''• 'I:0 " ` Southold Town Hall Ruth D.Oliva 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 James Dinizio, Jr. G t Office Location: Michael A. Simon �,� Town Annex/First Floor,North Fork Bank c Leslie Kanes Weisman _ Ot1NT`I, ,.!' 54375 Main Road(at Youngs Avenue) Southold, NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD mlclr Tel.(631)765-1809•Fax(631)765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION --� - - _ MEETING OF MARCH 13, 2008 ZBA# 6119 - JOHN CORBLEY 680 Mason Drive, Cutchogue CTM 104-7-3 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application has been referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning reply dated December 13, 2007 states that the application is considered a matter for local determination as there appears to be no significant county-wide or inter- community impact. EXEMPT LWRP/TOWN CODE CHAPTER 268: In a letter dated January 25, 2008, the Town LWRP Coordinator determined the project inconsistent under Chapter 268, because the distance from the proposed one-story addition to the wetland line was measured at 92 feet and from the proposed two-story addition to the wetland line measured at 96 feet, instead of the 100 feet distance required under Chapter 275-3 (Wetlands Code). The jurisdiction of the Board of Appeals, however, is noted in the Building Inspector's Notice of Disapproval only to be at the side yards on the easterly and westerly sides of the house which did not meet provisions of Chapter 100 of the Zoning Code. It is recommended that the LWRP Coordinator's recommendations for a 30-ft. buffer landward of the wetland line and gutters to drywells be installed by the owner to contain all roof runoff within this property as per the Town Trustees, Town Code Chapter 275. , Page 2—March 13, 2008' ; ZBA#6119—John Corbley CTM 104-7-3 PROPERTY FACTS DESCRIPTION: The property consists of 24,830 square feet with a single-family, two-story frame house with garage. The house is 93.2 feet from the front line along Mason Drive and 54 feet measured from the edge of the southerly patio to the flagged edge of the high water mark, as shown on the site survey last dated January 29, 2008, prepared by Nathan Taft Corwin III, L.S. BASIS OF APPLICATION: Zoning Code Sections 280-122, 280-124, based on the Building Inspector's October 4, 2007 Notice of Disapproval and Zoning Code Interpretation #5039 (Walz) concerning proposed additions and alterations to the existing single-family dwelling, which new construction will create a new nonconforming side yard setback, and will create an increase in the degree of nonconformance, when located less than 15 feet on one side yard and less than 35 feet for both side yard setbacks (total). FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on January 24, 2008 and February 28, 2008, 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: AREA VARIANCE RELIEF REQUESTED: The applicants wish to improve the visual aspects of their home with a proposed porch and one small first floor extension into the side yard. There will be some interior changes as well. They will need side yard variances to accomplish this. The proposed additions & alterations to a single-family dwelling on a non- conforming parcel, are not permitted pursuant to Article XXIII, Section 280- 124 which states: "This section is intended to provide minimum standards for granting on a building permit for the principal building of lots which are recognized by the town under 280-9 are nonconforming and have not merged pursuant to 280-10." Lots measuring between 20,000 & 39,000 shall have a minimum side yard set back of 15' and minimum combined side yards of 35 feet total. Following the porch construction, the dwelling will have a single side yard setback of 9 feet and side yard total setback of+1- 24.1 feet. Furthermore, the new construction to this dwelling is not permitted pursuant to Article XXIII, Section 280-122 which states: Nothing in this article shall be deemed to prevent the remodeling, reconstruction or enlargement of a nonconforming building containing a conforming use, provided that such Page 3—March 13, 2008 ZBA#6119—John Corbley CTM 104-7-3 action does not create any new nonconformance or increase the degree of non- conformance with regard to the regulation pertaining to such buildings. On November 29, 2007 a survey was filed with the ZBA indicating additions and alterations proposed at 9 feet from the easterly boundary from the oversized roof extension (overhang greater than 18 inches), 15.1 feet from the westerly boundary measured from the over-sized roof extension, for a combined setback of 24.1 feet. Pursuant to the ZBA interpretation of the Zoning Code under the Walz Application 5039, such alterations will thus constitute an increase in the degree of nonconformance. AMENDED RELIEF REQUESTED: During the January 24, 2008 hearing, the applicant confirmed the side yard setbacks were different than that shown on the November 1, 2007 survey, in that the easterly setback was five feet and the westerly setback was 13.1 feet, measured from the extended roof overhangs, for a new total combined side yard total of 18.1 feet. The applicant's agent was asked to submit the corrected measurements on a survey, and to allow time for submission and further questions that may result from a new revision to the plan, the hearing was adjourned to February 28, 2008. On February 7, 2008, the applicant's agent submitted a letter to the ZBA amending their variance request, and,shown on a revised January 29, 2008 site survey prepared by Nathan Taft Corwin III, L.S., with an easterly side yard setback increased to 10.2 feet (exclusive of the 18 inch overhang which would be accepted by Code), and 15.1 feet on the westerly side yard, for combined side yard setbacks at 25.1 feet total. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on December 20, 2007, 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: REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Broadwater Cove is community of mostly modest homes. The applicant is i Page 4—March 13, 2008 ZBA#6119—John Corbley CTM 104-7-3 only making minor changes in the house to bring the house up-to-date and will only improve the neighborhood. 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 lot is only 75' wide and the house is 44' wide which leaves the applicant with only 31 feet total in the side yards, and the requirement in the code is for 35' for total side yards. 3. The variance is not substantial considering the present side yards and the requirements of the code. The westerly side yard will be 9' with total of +!- 24.1 feet. The easterly side yard will be 14.5 feet with a total of 29.7 feet. 4. The difficulty has not been self created. 5. 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. 6. Grant of this variance is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of upgrading their house, 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 Oliva, seconded by Member Weisman, and duly carried, to GRANT the amended variances as applied for, as shown on the January 29, 2008 survey prepared by Nathan Taft Corwin III and Drawings A-1 and A-3 prepared January 31, 2008 by Mark K. Schwartz, A.I.A. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. 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. • Page 5—March 13, 2008 ZBA#6119—John Corbley CTM 104-7-3 The Board reserves the right to substitute a similar design that is de minimus in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Goehringer (Chairman), Oliva, Simon, and Weisman. (Member Diniz' absent.) This Resolution was duly adopted (4-0). / GERARD P. GOEHRINGER, C IRMAN 3/ fF/2008 Approved for Filing f , / d `ss,erru,,,,, Scott A. Russell. Sum ).. ,,,•���° k�6 pot ')C� W _ K. SUPERVISOR ,, I 4� SOUTHOLD TOWN HALL-P.O.Box 1179 1 Q I IA� /' I 53095 Main Road-SOUTHOLD,NEW YORK 11971 ti �'�J H ✓T *TO" l'! .,,,,,,, ,1,,,,1 BLDG DEPT CHAPTER 236 - STORMWATER MANAGEM i. ' ,' a\�i- I P" ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑114, C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ' ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. i ❑ E. Site preparation within the one-hundred-year floodplain as depicted ' on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT- (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T. #: 1000 Date. � !691 1nct NAME- TO 1 ' � r� r /M. 3 s/Z3/i� �;- iPrmri� Section Block Lot 11 .� i ,1?,) ___5,, s,___5,, s,3 �,� —'" FOR BUILDING DEPARTMENT USE ONLY �� Contact Information /f Reviewed By- 9 Date: 51d-3)/ if Property Address / Location of Construction Work: 'gO „n „ 'L'A,, Iv I Ok- ❑ Approved for processing Building Permit. /V r Stormwater Management Control Plan Not Required. Cr C_ c L ( 19,3 Stormwater Management Control Plan is Required. LJ (Forward to Engineering Department for Review.) FORM " SMCP-TOS MAY 2014 C 0 r 6 c, Ci( ,. APPLICANT S.C.T.M.#: 1000S„ CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) �� o, %--ti O ._ k /04- d 7 03 44. Stormwater Management Control Plan CHECK LIST NA 4E• ' ' C A / Z Section Block Lot z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. PI Print .��?� J41-/15. Date '4o _ * The applicant must provide a Complete Explanation and/or Reason for not providing, �S�Z���� d all Information that has been Required by the following Checklist' Signature -' IV 7 eleptrone Numeer , 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST YES NO NA If You answered No or NA to any Item, Please Provide Justification Here' show all of the following items: if you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries V - b. Total Site Acreage. ✓ c. Existing-Natural& Man Made Features within 500 L.F. of the Site Boundary as required by§236-I7(Cl(2). d. Test Mole Data indicating Soil Characteristics&Depth to Ground Water ii Vet'le d /iv r" 7V C ON L y — Hit) (f r e. Limits of Clearing& Area of Proposed Land Disturbance. ✓ A L r-E 4-0 i�.S h2chti err "7,0E0 f. Existing& Proposed Contours of the Site (Minimum 2 intervals) V T O alb1./e L L.S' g. Location of all existing& proposed structures, roads, ✓ / driveways,sidewalks,drainage improvements& utilities. h. Spot Grades&Finish Floor Elevations for all existing& t< if proposed structures. - I. Location of proposed Swimming Pool and discharge ring. / it It _ j. Location of proposed Soil Stockpile Area(s). V a to k. Location of proposed Construction Entrance/Staging Area Is). ✓ I. LI 1. Location of proposed concrete washout area(s). ✓ `' a m. Location of all proposed erosion&sediment control measures. V r• 2. Stormwater Management Control Plan must include Calculations showing that the stormwatei improvements are sized to capture,store,and infiltrate ./on-site the run-off from all impervious surfaces generated by a two(2")inch rainfall/storm event 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. I ✓ b. Construction Entrance&Site Access. E)61ST- I)ie(C11i✓wg47 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) U I s d. Leaching Structures (e.g.infiltration basins,swales,etc.) u [t f, ****FOR ENGINEERING DEPARTMENTUSE ONLY*'' Additional Information is Required. Reviewed& � IIIStormwater Management Control Plan is Not Complete. Approved By: – – Stormwater Management Control Plan is Complete. Date: SMCP has been approved by the Engineering Department. FORM # SWCP Check List-TOS MAY 2014 ''I'LO�a aT Z"a ( , 11 '` `V. 1 Town Hall Annex J ( • 4 Telephone(63I)765-1802 54375 Main Road • 0p22 P.O.Box 1179 G • I roger.richert(town.sou flold.ny.0 Southold,NY 11971-0959 Afe 4.. COUINsirif -. BUILDING DEPARTMENT TOWN OF SOUJTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: = Name: License No.: Address: • Phone No.: • JOBSITE INFORMATION: (*Indicates required information) • *Name: *Address: .%• AA%d ( CJI . 5c 17 *Cross Street: C)Ji< i-_ *Phone No.: 6�\ _43—Cacgcr Permit No.: t),D Tax Map District: 1000 Section: /0 <1 Block: 3 • '' -' Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) • R 01 cO\1J6, C i si (1:604, / :,its• as _ - A SI. E . 41 �._/. G►, �� `3S7 (Please Circle All That Apply) *Is job ready for inspection: YES/ NO Rough In Final *Do•you need a Temp Certificate: YES/ NO Temp Information Of needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION I co, B2-Request for Inspection Form 5.,,1 1� r Jl�l t,(DLIC4-/"'"3_'.�^ /� \ f I�illl. S�t) S �• • ` 1 � �. y � � • Inial V • ; .tZ"H T. TERRY Mum I C TOWN CLERK N ro, ` ' Z ; r o. nt,s 1179 cr ` 1I • ��, Slwllll/I Nc��• York J� >.1 ItEG15rf7ARf� o1TN.STATISTICS tG�L" Fix (.5l()) 765. MARRIAGE ()mom '`r Telephone l5 I1�1 71,5.1 RECORDS MANAGEMENT orrlcEn _ Oj ;` I FREEDOM OF INFORMATION OFFICER •"%moo r". OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 211, 1993: RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations of the Code of the Town of Southold: "Floodplain Development Permit Application" (FDP(93) ] , /and "Certificate of Compliance for Development in 1 Special Flood Hazard Area (C/C(93)] `JI ;1\ 1 I I':l 2 J • 6vv. DEPT TOWN OF SOUP:OLD j Judith T. Terry I i Southold Town Clerk August 25 , 1993 • 1 . I •1 I 6'• . • , ' • APPLICATION w ' .v PAGE 1 of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION 1: GENERAL PROVISIONS (APPLICANT to read and sign): 1. No work may start until a permit is issued. - 2. The permit may be revoked if any false statements are made herein_ 3. If revoked, all work must cease until permit is reissued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. S. The permit will expire if no work is commenced within six mouths of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. • 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable • inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY -. T ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE,TO ; - IF MY KNOWLEDGE,TRUE AND ACCURATE. (APPLICANTS SIGNATURE) �� DATE \_ / i SECTION 2: PROPOSED DEVELOPMENT o be completed by APPLICA.NTl NAME ADDRESS TELEPHONE • APPLICANT -(2,i ,.-e/\ 01, j�0® a t D, IY)J -'Sgp BUILDER t ENGINEER _ P. ,( c)).03 �S`�'`'ll 8S' t PROJECT LOCATION: To avoid delay in processing the application, please provide enough information to easily identify the project location_ Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark A sketch attached to this application showing (he project location would be helpful 68® ,S0J0 D. C C. ICIO� (`I Sgm � Sc ' % i ODD- RD -C - ®_ 1 C.C•Lo ,ilia Co - I I, lA FDP(93) • • , APPLICATION PAGE 2 OF d DESCRIPTION OF WORK (Check all applicable boxes) A. STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE O New Structure Residential (1-4 Family) .0/Addition 0 Residential (More than 4 Family) 1$AJteration 0 Noo-residential (Floodproofing? ❑ Yes) O Relocation 0 Combined Use (Residential Sc. Commercial) ❑ Demolition' ' P 0 Manufactured (Mobile) Home (In Manu- O Replacement factured Home Park?. 0 Yes) ESTIMATED COST OF PROJECT S IZ)C) �2®® B. OTHER DEVELOPMENT ACTIVITIES: • ❑ Fill 0 Mining 0 Drilling 0 Grading O Excavation (Except for Structural Development Checked Above) " ❑ Watercourse Alteration (Including Dredging and Channel Modifications) ❑ Drainage Improvements (Including Culvert Work) '❑ Road, Street or Bridge Construction ❑ Subdivision (New or Expansion) O Individual Water or Sewer System O Other (Please Specify) After completing SECTION 2, APPLICANT should submit form to Local Administrator for review" ECTION 3: FLOODPLAIN DETERMINATION (To be completed by LOCAL ADMIMSTRATORI The proposed development is located on FIRM Panel No. , Dated The Proposed Development: ❑ Is NOT located in a Special Flood HaTard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). O Is located in a Special Flood HaTard Arca. FIRM zone designation is - 100-Year flood elevation at the site is: Ft. NGVD (MSL) 0 Unavailable ❑ The proposed development is located to a floodway. FBFM Panel No. Dated ❑ Scc Section 4 for additional instructioos SIGNED DATE • • • e 1 • • • APPLICATION PAGE 3 OF 4 SECTION 4' ADDITIONAL INFORMATION REQUIRED (To he completed by LOCAL ADMINISTRATOR) The applicant must submit the documents checked below before the application can be processed: O A site plan showing the location of all existing structures, water bodies, adjacent roads, lot dimensions and proposed development. Cl Development plans,drawn to scale, and specifications,including where applicable: details for anchoring structures, proposed elevation of lowest floor(including basement), types of water resistant materials used below the first floor, details of floodproofing of utilities located below the first floor and details of enclosures below the first floor. . Also, ❑Subdivision or other development plans(If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). O Plans showing the extent of watercourse relocation and/or landform alterations_ • ❑Top of new fill elevation Ft. NGVD (MSL). ❑ Floodproofing protection level (non-residential only) F1 NGVD (MSL). For floodproofed structures, applicant must attach certification]from registered engineer or _ architect. f/ ❑ Certification from a registered engineer that the proposed activity in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. ❑ Other. E I I 5: PERMIT DE,I bRMINATI ON , .e com Meted . LI AL ADMINI RATe R I have determined that the proposed activity. A.0 Is B. 0 Is not in conformance with provisions of Local Law , 19 . The permit is issued subject to the conditions attached to and made part of this permit. SIGNED , DATE If BOX A is checked, the Local Administrator may issue a Development Permit upon payment of designated fee. If BOX B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from the Board of Appeals , i t ' t APPLICATION 4' PAGE 4 OF 4 APPEALS Appealed to Board of Appeals? 0 Ycs 0 No Hearing date: Appeals Board Decision --- Approved? 0 Ycs 0 No Conditions • _ SECTION 6: AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued) The following information must be provided for project structures. This section must be. completed by a registered professional engineer or a Licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual (As-Built) Elevation of the lop of the lowest floor, including basement (in Coastal High Hazard • Areas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). L - Actual (As-Built) Elevation of floodproofuwg protection is FT. NGVD (MSL). NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. SECTION 7: COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based oo inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPEJI IONS: DATE BY DEFICIENCIES? 0 YES 0 NO DATE BY DEFICIENCIES? 0 YES 0 NO DATE BY DEFICIENCIES? OYES 0 NO E I•N ;: ERTIFI ATE IF •MPLIAN Ell • .c c.m lc ed . I ALADMINI RATS Certificate of Compliance issued: DATE: BY; •... , � , - ' I. i - Attachment B / SAMPLE J CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area • iii TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD ARCA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE • OWNERS NAME AND ADDRESS: CHECK ONE: • 0 NEW BUILDING O EXISTING BUILDING 0 VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLE11, A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF - LOCAL LAW # , 19 . SIGNED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # DA'Z'ED SIGNED: DA'Z'LD: CIC(93) • la r U.S.DEPARTMENT OF HOMELAND SECURITY- (� pp�� 2(� ryr�� ,gg�� `�' FEDERAL EMERGENCY MANAGEMENT AGENCY "�'�����®'�7 �IS���If'Q�i��� OMB No.1660-0008 National Flood Insurance Program IMPORTANT:Follow the instructions on pages 1-9. Expiration Date:July 31,2015 SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al Building Owner's Name jof c f(z)tea IM -Paley tlwr er. A2. Building Street Address(including Apt.,Unit,4uite,and/or Bldg.No.)or P.O.Route and Box No. (0140 ✓1/i co" a ride. Compan{FfRtC Number. City I✓)I-c.1+oc5 Je Stater/ rev✓ (�,�rr` ZIP Code � A3. Property Description(LotLand Block Numbers,Tax Parcel Nu�mr�ber,Legal Description,etc.) IR�`S S✓ of` Cc.9✓n1- 7 ' 1t Po- 61Ck7- /01-'17-03 A4. Building Use(e.g.,Residential,Non- esidentl ),Addition,Accessory,etc.),_....__p..1 trelfr¢ra A5. Latitude/Longitude:Lat. '1/"0c, 1f3.2- �V Long. 7L Z7 2-3.'3' ,,J A6. Attach at least 2 photographs;lithe building if the Certificate is being used to obtain flood insurance.Horizontal Datum: El NAD 1927 NAD 1983 A7. Building Diagram Number Ys A8. For a building with a crawlspace or enclosure(s): A9.For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) �,o k5 sqft g g +) /) b) Number of permanent flood openings in the crawlspace a) Square footage of attached garage ___�1�sq ft or enclosure(s)within 1.0 foot above adjacent grade 7b) wumner of permanent flea d openings in the att bed garage c) Total net area of flood openings in A8.b 'ACC sq 1.0 foot above adjacent grade sq in c) Total net area of flood openings in A9.b ...__Aa..._ d) Engineered flood openings? IX'Yes 0 No p -0 No sq in d) Engineered flood openings? ❑Yes ❑No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION 131. NF1P Community Name&Communly Number B2.County m i B3.StateTid! oc Sv..L�ak6t2n1 j _r� B4. Map/Panel Number B5.Suffix 86.FIRM Index Date 67.FIRM Panel Effective/ 98.Flood Zone(s) 69.Base Flood Elevations)(Zone S 3G/0 (rD 1 6 Revised Date A0,use base flood depth) Scp 2-57 2-or4.97I 810.Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 89: 0 FIS Profile DEirFIRM 0 Community Determined 0 Other/Source: B11.indicate elevation datum used for BFE in Item B9: 0 NGVD 1929 [ 1NAVD 1988 0 Other/Source: B12.Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes l Designation Date: / / ❑OPA❑CBRS ° SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: ❑Construction Drawings* ❑Building Under Construction* *A new Elevation Certificate will be required when construction of the building is complete. Finished Construction C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/A0.Complete I l C2.a-h below according to the building diagram specified in Item A7.In Puerto Rico only,enter m terisf €l Benchmark Utilized: GPS Vertical Datum: i �V/ Oe Indicate elevation datum used for the elevations in items a)through h)below. 0 NGVD 1929 [ NAVD 1988 0 Other/Source: Datum used for building elevations must be the same as that used for the BFE. 141 1 a) Top of bottom floor(including basement,crawlspace,or enclosure floor) !ifCheck the measurement used. o i b) CNJ 1- Top of the next higher floor /6 r feet 0 meters o [feet 0 meters CD o o { c) Bottom of the lowest horizontal structural member(V Zones only) 4• 0 feet 0 meters CO c,u_ d) Attached garage(top of slab) o 0 e) Lowest elevation of machinery or equipment servicing the building c, ❑fad ❑meters ›- m (Describe type of equipment and location in Comments) feet ❑meters C o f = iE f) Lowest adjacent(finished)grade next to building(LAG) 5_ Li g) Highest adjacent(finished)grade next to building(HAG) (�feet ❑meters ' MA ---�1. fa [deet 0 meters ( h) Lowest adjacent grade at lowest elevation of deck or stairs,including S , i structural support feet ❑meters i SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATIONi': I± This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation rr,.a a• :. information.l certify that the information on this Certificate represents my best efforts to interpret the data available. fl��ivf VIC* I understand that any false statement may be punishable by fine or imprisonment under 18 US.Code,Section 100E "' ❑Check here if comments areprovided on back of form. Were latitude and longitude in Section A provided bya r � �C0 g ❑Check here if attachments. licensed land surveyor? ❑Yes Certifl s Name T. ❑No d ,`d'' ,r, `'lye�FY' �e7� !! y s^� a N4 t14/i1 (� -Win -n I License Numbef 6 F r,`el y Title / Q n c( S.i!✓ Company Name ` f SO f7 7 S tL`y' Address 'go G 5 4 n � J- G t o ( 4aZl cue fie p.Cr, # R , Signature - �- Date �lJ BS'd�� State. � I 11901 S' °��� •�4'�7 � /A / _.- Telephoneri/3/za13 3!- ? ® i , �7 Z?_Zy p �`�W° rte`'FEMA Form 086-0-33(Revised 7/12) See reverse side for continuation. Replaces all previous editions. l'.''._: .r ELEVATION CERTIFICATE,page 2 • IMPORTANT:In these spaces,copy the corresponding Information from Section A. Building Street dress(Including Apt Unit,Suite,and/or Bldg.No.)orRoute and Boxa ltd&OI3t i'' .CdN1 E�.. k> PU No. h'uAdbec i"s r..;�y4 r J c,Son 1.1.0.H..- a4‹.:' .' s.ftrw.,j;',6~ 4,,4 n .�. City State ZIP Code i '�`r t» arv. i 'T...::: ; ". �. C��ht 1 J� )) V 3 C'IIf y hl,GNf b,e,c'': fi ,.r:;: t,:.r' i.VF0.��h....x,E:1{'s't�r°MxS'f,5ixf���;'a '.>t:;(4si`6. SECTION D—SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community ofliclal,(2)Insurance agent/company,and(3)building owner. • Comments / 'e/( tic..6 c,r•e 444,-:- (fit'., f" 0 061e,I # !Salo `57o, - ..ip v„clit 1f-ems.%„//F qre- ,pvi ec.ST" o,/de. VaLS, '-' /i on W000f l'A.Y +$ q>t l o- u^v N01- ;Argot C-'' {/•e r A q v/diT y (-ov,M q 6/6✓_ /J.O 4, Signature r-� Date. 14e hot!s� yrs 5�� otiaL SECTION E,-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE (WITHOUT Bd,,UT B ��`) For Zones AO end A(without BEE), (WITFE) complete Items E1-E5.If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B,and C. For Items E1-E4,use natural grade,If available.Check the measurement used.In Puerto Rico only,enter meters. El.Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace,or enclosure)is 0 feet 0 meters b)Top of bottom floor(including basement,crawlspace,or enclosure)is0 above or 0 below the HAG. E2.For Building Diagrams 6-9 with permanent flood openings provided In Section A Items 8 and/or 9❑see0meters ❑aucve or ❑below the LAG. the next higher floor(elevation C2.b In the diagrams)of the building is / ( pages 8-9of instructions),or, 0 feet 0 meters ❑ab E3.Attached garage(top of slab)Is above or ❑below the HAG. 0 feet 0 meters 0 above or 0 below the HAG. E4.Top of platform of machinery and/or equipment servicing the building Is E5.Zone AO only:if no flood depth number is available,is the top of the bottom floor elevated in accordance❑with'meters community's or 0 belowmtheaHAG. ordinance?❑Yes 0 No 0 Unknown.The local official must certify this information in Section G. floodplain management - SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owners authorized representative who completes Sections A,B,and E for Zone A(without a FEMA4ssued or community-issued BFE)or Zone AO must sign here.The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representatives Name Address City State ZiP Code Signature Date Telephone Comments 1 • 0 Check here if attachments. I SECTION G-COMMUNITY INFORMATiON(OPTIONAL) k The local official who is authorized by law or ordinance to administer the.communos; G of this Elevation Certificate.Complete the applicable item(s)and sign below.Check the measurement used in items G8-G10.InPuertoRico only,enter meters. (F G1. 0 The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect I who is authorized by law to certify elevation information.(Indicate the source and date of the elevation data In the Comments area below.) G2. 0 A community official completed Section E for a building located In Zone A(without a FEMAdssued or community-issued 11 G3. 0 The following information(items G4-G10)Is provided for community floodplain management purposes. BEE)or Zone AO. it IfG4. PermR Number G5.Date Permit Issued l G6.Date Certificate Of Compliance/Occupancy Issued G7. This permit has been Issud for: 0 New Construction 0 Substantial Improvement G8. Elevation of asbuilt lowest floor(Including basement)of the building: 0 feet 0 meters Datum 09. BEE or(in Zone A0)depth of flooding at the building site; I G10.Commun ❑that ❑meters Datum i itys design flood elevation: 0 feet 0 meters Datum ;; Local Official's Name Title s, Community Name ¢p Telephone ! •• Signature `` • Date , Comments 0 Check here if attachments. FEMA Form 086-033(Revised 7/12) Continuation Page For Insurance Company Use: • Building Street Address(mc luudmg Apt,Unit,Suites andfor Bidg.No.)or P.O.Route and Box No. Policy Number City G j I State Aj� i ( ZIP Code y� r rcfrie,I 4"K ft)vn cJc,i'(o.. v✓e,- A Gret!tel 5,4 ie� i 141 a Gf it F /csa &(c4 " pc,4-c. 3 4+. • 46,1 • / • i } • 11- • k? ,t • { • ELEVATION CERTIFICATE,page 3 BUILDING PHOTOGRAPHS See Instructions for Item A6. IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street A dress(Including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Folic?Number 0"(&) Nle sa-.1 City State ZIP Code 'ompm(y NAM Number +'c(A a Alt-1Wi...//1. tici 35 If using the Elevation Certificate to obtain NAP flood insurance,affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View."When applicable,photographs must show the foundation with representative examples of the flood openings or vents,as indicated In Section A8. If submitting more photographs than will fit on this page,use the Continuation Page. IVw ( 5f/CGS 5-i,,k) . „„, ,,.�. rte, +. 4i y Ji+ , • I,,44_,i 5(i2) ;,„,r,, , . .„ �IIIM�Iri ..._ rli�lnf FEMA Form 086-0-33(Revised 7/12) Replaces all previous editinnq ELEVATION CERTIFICATE,page 4 BUILDING PHOTOGRAPHS Continuation Page IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P0.Route and Box No. Puy Numb . & e) ►Mc,s�., City State ZIP Code Company NMC Nur+ If submitting more photographs than will fit on the preceding page,affix the additional photographs below. Identify all photographs with: date taken; "Front View"and"Rear View";and,if required,"Right Side View"and "Left Side View."When applicable,photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. ch • :1 .N morporitiffoOPPifilifirifilliMar. • eP- Side, r 66,1 err f sesi.;4 FEMA Form 086-0-33(Revised 7/12) Replaces ail nrpvini c orlitinne . ELEVATION CERTIFICATE,pagelF 5.--e- BUILDING PHOTOGRAPHS Continuation Page IMPORTANT:In these spaces,copy the corresponding information from Section A. F RANCE c mpArrr tjs Building Street Address(Including Apt.Unit,Suite,and/or Bldg.No.)or PO Route and Box No. Payr s omnec (2`60 M-4,so, hr;✓<— City If submitting more photographs than will fit on the preceding page,affix the additional photographs below.Identify all photographs wufit date taken;"Front View"and"Rear View';and,if required,'Right Side View"and"Left Side View_'When applicable,photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section AS. Ioad ✓ A fry/1) -lemehrogirear� Yf"� Y11 ,,EY _ ,".Y.e...Ym J FEMA Form 086.0-33(Revised 7/12) Reotaces ail nrwrintia artn;,.ne .011110. 40multelin, - 111411 sitri 19.11-I 0 .4 OEM rf. "OW* Nov 21;15 BLDG.DEPT. TOWN OF SOUTHOLD .0% t ;. ,....• i 1 1.`•-• 'P.. V i • A II- 1000)itt4 1 #101 , sir tt % iiiitri, ti‘ kisNlliMillMMIIIIIIft•---Ab' .-, • . * i SS's. * de Iffillik4141L.411, 4°**11101.11' ..**Lk 411416 .r...*.-* . . 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''' '-*,,'...'''• ••••... ,,,,,,1`;,'i;.,•1,-'-;;",‘•:''',..!..•• „, ,,,...,• ..,,• - r . , - .,.- ,,-,,,,3,*rt.,g'-:f.",16',`•",k• ""i:',"',Vit,44'.•....;.-...!.,..:,,,-,,.•'..,•,-..,..,"",,,,,,;-,-,,, ,- ,':'-,,',•,,.,:x!I'',,,,?.,","•,,i.,,t:::',:,•; '',','„,,',',,,, . , _,,• , • ( ' -,,,,,-• „ . , • • - ,, .. •-,• ' , , ,,.. ,,,„„. • ., ' ,,‘,:-,..',',;:,•' . - >-- REScheck Software Version 4.4A Y Compliance Certificate , - CEIJWEn Project Title: . ' DEC 272012 ID Energy Code: 2010 New York Energy Conservation Location: Suffolk County,New York . Construction Type: Single Family BLDG DEPT. Project Type: Alteration _ TOWN OF SOUTHOLD Conditioned Floor Area: 0 ft2 ' Heating Degree Days: 5750 Climate Zone: 4 Permit Date: Construction Site: Owner/Agent: Designer/Contractor: CORBLEY HOUSE Mark Schwartz,Architect MASON DRIVE P.O.Box 933 CUTCHOGUE,NY Cutchogue,NY 11935 631-734-4185 mksarchitect@optonline.net Compliance Passes a � * �4` '� F � .S',..,,.#.!...,+,..% � � � � .-, a.. : .`tr ues .e : '4 '�. 4 - hrz #� . , ,. Maximum UA: 231 Your UA:174 Envelope Assemblies t_ ?'at+- 11- .'C 1' .4. 3t rk fs G'w £ `Y4 . ri 3 , y'o. f .G .,x -h #* zT �`' ^ -a.. z t- .x q ..o, Y f zr 3 Y _q,-.-,:,-;,,,,,,,,7 �_ ,.1 . . < � 3:;-. , , Gross:: ^ _ ., 61,:..;19g . i a 3 s+..-s ..;+ r t s.r,+r F Y, s" z�`c' y Cavity �stCont di = N �. :. F1 As_sernbiyk , . Area or } -R Value{ 'R Value,. or,pD'o. UA4 ''., >": 'z , > -4 � Perimeter IA Factor;a' '- ,,: Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,573 30.0' 0.0 52 Wall 1:Wood Frame,16"o.c. ( 1,405 19.0 0.0 75 Window 1:Wood Frame:Double Pane with Low-E 50 0.320 16 SHGC:0.00 Window 2:Wood Frame:Double Pane with Low-E 40 0.300 12 SHGC:0.00 Door 1:Glass 42 0.320 13 SHGC:0.00 Door 2:Solid 21 0.280 6 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.4 and to comply with the mandatory requirements li �tAi,�Scheck Inspection Checklist. N' v -- �`` E., /"(L !C Cr w '2 -- v/ ' /, :r -4L. : , l� Z7//?r Name-Title Signature; , ' , ;` '}"1:" bate ,r4„ 1 `",,1,05, �K :..Y N f11'- A' • ,17;,,44'4 ••i k H � 5. \\ Lam (T ;`+�s,>� 'w. ,. N 4 Project Title: Report 12/27/12 Data filename: Untitled.rck Page 1 of 1 Southold Town Building Department ,� �11FFot,t P.O.Box 1179 Permit#: 37720 53095 Main Rd c€ ,,, ;�, Southold,New York 11971 Permit Date: 1/2/2013 p4191 4470 (631)765-1802 Expiration Date: 7/4/2014 '' . 0� Parcel ID: 104.-7-3 BUILDING PERMIT RENEWAL LETTER Dated: 8/21/2015 Applicant: Corbley, John& Corbley, Susan Location: 680 Mason Dr, Cutchogue Work Description: RESIDENTIAL ALTERATION construct a FEMA compliant foundation under an existing dwelling as applied for A FEE OF $100.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Corbley, John& Corbley, Susan Address: 680 Mason Dr Cutchogue,NY 11935 The permit listed above has expired.No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold, New York 11971 \\-- - -- ' \I ,,,i \'__ N\ 0 ',_-_,n 1, , \-; . p SEP 152015 , \ THANK YOU, SOUTHOLD TOWN BUILDING DEPT. _ L \A15)'—; �_ /j� Jam[, J 51i•� 2 TOWN OF SODUTHOLD PROPERTY - • D CARD /Qac - /o V- _..' t ib, r' _ l A • e #-r' OWNER STREET 0 D VILLAGE DIST. SUB. id -4 _� .1'c� r� ie of J ;a EORME,OW ER ' MASR.�* - .IMF' -!s all.11111011111111r,i ,_7.i 4,...„_, E ,. , W-ries Q,{- _ w --T`i'PE.OF BUILDING 'row +r _ J S7`DrY WO°4 ! r-'-'"'' RES. 2/0 vj SEAS. VL. FARM COMM. CB. MICS. Mkt. Value x x .. LANA? IMP. TOTAL DATE REMARKS /f � �d��l !ddb, 7 /� ,��-� resa fa /62 h U y - 9 ° p04 B/off; & Y711Z. &, /a/ J ,c: `� cn J�Pa, flag 75).,004, '' • _____ // o OI/ fr', a/17 /fr17/8/I filr. #7e%fc.?/9v/41414 601/R.1;rdi-Y ve/a4:i , E4 /26 6 x'4 66 '61 ti t •.c , , ,- • , *Pi, . 4 ' i „ ' ri,A Eee as it Nf.2 d 6 `r`7 o a t �`'� a s/�37,2 f �J//I?/77 .�0L� 7a,aQa J�'1. 13AC�'Fff r� WF i� C f�aYr�R �- i4rt _� � 7� 4 2ov c30 i 7 L•da 3, Gia Y 4fr://3 ,1l 1.7237 ,e/1:4. p ,:;/,,,, r.c 4,,,,flao-4, g ;9' .) 1f. A14 00 &4<CI o I -re300 ..)z� 7/anti/e1F- L i Ings' 31da- eo_ya - E-5-+ a,r - • — N/c._ `t. 6- •�� q a� (`�� � lJ++rSqq-LtaoD �3� t� � �13"� . .�s-.�c� r rl �� ;� � .a� ��, a n M I {/J�I 1 T / A' U -f000 7c.'00Loo 2/17 07 5 ( 1 BP* 336V-1- i .f ie eft'iof rG�,:f,5rLS• , r J qz. D 71200 PAR. .0-74L01 - ;-- r 3 0 b : • # ' ' • r cats sr* 336 q-• ` op Aet oo g000 iib3NGI/CO DITION fl/l3/3 .I 1 f 4 f3 6� ,57 ),A0 — rr5(dee / z.r4lki .c . NEW/421 006Y\NPAL /S U WJ �/a 1E5 t ( (O/I SSQvlP4 )21,3 -666- Onfic) 4 22LL"6 7 m FARM Acre Value Per V ue Acre t�4(01/5_ / t-S?Si .7 OfG*`[ , Z 0 Tillable FRONTAGE ON WATER 7.77j:1,1,- a n .) y(44-1e,....r L ri,�: 5co :-; Woodland 1 FRONTAGE ON ROAD 5^ �1,� : ti c, Meadowland • DEPTH d� a�r�.r ��t v� r m House Plat- BULKHEAD // Total t • - j , DOCK ' 05145--&WW - i*C2'c 4b 97ThD s) V . • t • n_ • • „ Cs • t=" • _, _ . D J �. �X fit =if :---.,`..-144.�"i �•' T a-T P t:�..,. �7 t- t4 .s i!'�=. . �46;r'•.Y� ice. • '4,4.4 , p _—_— _ .:JLr .� ""'..� r-t" . —. ._—_.� ._ 7 _re_: - P.•F ..-. oma.• ...31.'_^ �Y� 1J. '}.L:x.e. - — –— — - - L04:7-3 4/041 a - tn • • ..291 .414144%"*.% e. ,. -7' -Ilre ,s,r-Jr �� 7:�., • tom► .sy`f� •* `ti,� f •-;t4r"►off► f!e m IT) ��ter_ ._____--1 ` ��-• _r Eir A • ri • • m _ - _ ..... - Y:. -''...1 '-"' ?ice �`C.4,1. ..., _ •-'. ..'-- •SPG .----,--7'- 1 _ - _ �:arC .Y- 'a 4- 'sS _:r►.js -•:_;.,--=‘.......-1.--';'W:� 't 1 n" ry[ m. - y,l-;[ .. ._ (•. �.R•� • , �•-'•1'mµ_ " ti_�. "rC ' ��. -`2,.�''.�•"'�'.l�r i. r .y �. 104.-1-3 10/07 104:7•3 1212013 - f 8 COCli . ✓ 0 . _ �.�r_ ;'v� COLOR f TRIM \AI Ii f'e G E riot ap }} _ - ti ° - :l •+V _ • ]C --£ - , a 2 S ,i-� Jo i _ 1 !n" cri wryi... gr. 51 tatC er on K. 33 =- �� /3 Z... - - -- '`1,t Extension , X3� .51br�' irr / _._ 145 �� so xte isionl+$ 2x3 3 ,e,‘" 3 l $ ao C.Foundation 6, /3, Bath. . -• 2 ? Dinette . . . OD Lc, Porch 3/,o Sx 3 6 - .2..;-‘>6787 ,$' 3 �� Basement (�� Floors Ai_ Ai , K. r- .- 2.o`, E i _+ Porch _..v._57 _ Fact. Walls C�6' �tr��S' Interior or F�nisl� 5,�, LR• i _tt3 G aria -�GP or f S S Poi" -reezeway ' e ,s1 + k _ 3 0 0 Fire Place 1,JP.S{b.Q2. 4 f'I L° Heat 41°C—�-ctS ,c D R. Garage+o•- r'�� �ppai-L�ks Xl.� T'j � 7:5 Type Roof { Rooms 1st Floor BR. �,, patio _ Recreation Room Rooms 2nd Floor FIN. B --77:4-477- 4--------__._. '�� �lTsf � �t y,o, 1� m0. B. 1 q r + .0 a 9 ? Dormer } j 1/ �Drivewayr N I m Total a- -5i(�. rn i m • _,a 1o'g7 Lkoo � 0., v E Nt,),T °* s'r 9 c=i1 /6o - (2s C. Encore 11Iltovllii±11 Mo ' - - Homeowner's 11W:1\ Installation and Operating Manual SAFETY NOTICE: IF THIS APPLIANCE IS NOT PROPERLY INSTALLED, OPERATED AND MAINTAINED,A HOUSE FIRE MAY RESULT. TO REDUCE THE RISK OF FIRE, FOLLOW THE INSTALLATION INSTRUCTIONS. . FAILURE TO FOLLOW INSTRUCTIONS MAY RESULT IN PROPERTY DAMAGE, • , BODILY INJURY OR EVEN DEATH. CONTACT LOCAL BUILDING OFFICIALS ABOUT RESTRICTIONS AND INSTALLATION INSPECTION REQUIREMENTS IN YOUR AREA. Do Not Discard This Manual: Retain for Future Use 2000956 4/02 Rev 5 Vermont Castings Encore Vermont Castings Encore Welcome • f . , Specifications Congratulations onfyour choice of a Vermont Castings Encore. With this purchase you have made a commitment to " e �� r + x Range of heat output 8,700-41,700 Btu's/hr.* make�t�ie;;hea�tfi a place of warmth, l�eauty, and comfort in your home. At Vermont Castings, we share that joy and 9 P *This value can vary depending on how the stove is appreciation for the hearth. You'may'be assured that your cast-iron Vermont Castings stove has been made with the Maximum heat output 47,000 Btu's/hr.** . operated, the type and moisture content of the fuel utmost care and will provide you with many years of service. ' Area heated*** Up to 1900 sq. ft. (175 sq. m.) used, as well as the design, construction, and climatic As you become acquaintpd,4thxuc.new stove or fireplace, you will find that its visual appearance is matched by Fuel size/type 18-20" (450-500 mm) logs ' location of your home. Figures shown are based on its functionality, due to c�ast;jrgn'§,unigd'e capability to absorb and radiate heat. - i Fuel capacity 40 lbs. (18 kg.) maximum fuel consumption obtained under laboratory Also, Vermont Cas#ings products are among the cleanest-burning wood stoves and fireplaces available today.As ari i Loading Front or top conditions and on average efficiencies.Chimney connector: owner of a Vermoni Casfings'stove,ejrou make a strong statement for pollution-free energy. Clean burning, however, depends on tioth`the manufacturerfor 8" Flue Collar 8" (200 and the operator. Please read this manual carefully to understand how to prop- „ mm) diameter **These values are based on operation in building for 6” Flue Collar 6 (150 mm) diameter code-conforming homes under typical winter climate erly operate and maintain your stove or fireplace. Chimney flue size: conditions in New England. If your home is of non- At Vermont Castings, we are equally committed to your satisfaction as a customer.That is why we maintain an _ for 8" Flue Collar 8" (200 mm) minimum standard construction (e.g., unusually well-insulated, exclusive network of the finest dealers in the industry. Our dealers are chosen for their expertise and dedication to k for 6" Flue Collar • 6" (150 mm) minimum not insulated, built underground, etc.) or if you live in a customer service. They are factory-trained and knowledgeable about every Vermont Castings product. Feel free to Flue exitposition Reversible, topor rear �> more severe or more temperate climate, these figures contact your Authorized Vermont Castings Dealer anytime you have a particular question about your stove or its r Primary air...Manually set, thermostatically maintained may not apply. Since so many variables affect perfor- performance. Secondary air Self-regulating , mance, consult your Vermont Castings' Authorized This manual contains valuable instructions on the installation and operation of your Vermont Castings stove. It also Ash handling system Removable ash pan Dealer to determine realistic expectations for your contains useful information on maintenance and assembly of this product. We urge you to read the manual thor- = Glass panel High-temperature ceramic home. oughly and to keep it as a reference. = Weight 350 lbs. (159 kg.) Width (leg-to-leg) 27" (685 mm) Sincerely, ', Depth (leg-to-leg) 15" (380 mm) g Majestic Products Height to top of flue collar, (6"or 8"): All of us at Vermont Castings, Top Exit 251/4" (640 mm) i, Rear Exit 261/2" (675 mm) e. •This manual describes the installation, operation, and maintenance of the Vermont Castings Encore Model Table of Contents 2550 catalytic-equipped wood burning heater. This Specifications 3 2; heater meets the U.S. Environmental Protection -; 1s" Drawings Not to Scale Agency's emission limits for wood heaters sold on or Installation 4 I (460mm) after July 1, 1990. Under specific test conditions this Assembly 18 heater has been shown to deliver heat at rates ranging I �® gg�mm from 8,700 to 41,700 Btu/hr. Operation 19 213/8" 1 ) (545mm) 24" The Encore Model#2550 has been tested and is Maintenance 27 (610mm) listed by Warnock Hersey International of Middleton, Appendix: Catalytic Combustor.... 33 . j—ID J Wisconsin. The test standards are ANSI/UL-1482 and ANSI/UL-737 for the United States, and ULC S627 Replacement Parts 34 -.e--(690mm) .+ , 2" and CAN/CSA-B366.2 for Canada.The Encore is listed (50mm) (570mm) 5 for burning wood. Do not burn other fuels. The Encore E 27 _ 151/2' (130mm) is listed and approved for use in mobile homes in the Your Vermont Castings dealer can supply accesso- (ss5mm) I (3somm)- 11 2,/ mm) United States only when installed with Vermont Cast- ries to enhance the versatility, appearance, and 1s/2 ,I _ 1111iG7ins Mobile Home Kit#3251. ;; ' I g safety of your stove. These are: (47omm)j i ,�;.,.�� _l 25/4' We recommend that you hire a professional installer , E s4omm 5 t ! ' I 23/e" #1560-1566 Warming Shelves. E • n n 595mm certified bythe Wood Heat Education and Research `" 257/8" i To exit) - I I I (595mm) (WHERF) Energy P Foundation WHERF or the Wood Technical P 4 ( ) o flue collar —11 _11. . #0127 Sparkscreen I' 660mm 1 ill Training (WETT) to install your stove, or to advise you #0164 Bottom Heat Shield �. • _. height I on the installation should you attempt to install it 73/8° ) �� I 1 _�\\I s 4" ' yourself. #3257 Outside Air Adapter (190mm (135mm) #3251 Mobile Home Kit 27" , 15" � Please read this entire manual before you install and (685mm) (3Eomm) use your new stove. Failure to follow instructions may #0191 Matching porcelain stove pipe, and heat shields 0956 result in property damage, bodily injury, or even death. for the pipe c Fig. 1 Encore dimensions. 2 6 3 . ' 'ermont Castings Encore i - Vermont Castings Encore Installation What Kind of Chimney to Use Masonry Chimneys You must connect the Encore to a code-approved An inspection of the chimney must confirm that it i ,AFETY NOTICE: IF YOUR ENCORE IS NOT . Outside Air masonry chimney with a flue liner, to a relined masonry has a lining. Do not use an unlined chimney. The ' 'ROPERLY INSTALLED, A HOUSE FIRE MAY chimney that meets local codes, or to a prefabricated chimney should have no cracks, loose mortar, other ;; IESULT. TO REDUCE THE RISK OF FIRE, In some modern, super-insulated homes, there is metal chimney that complies with the requirements for signs of deterioration, and blockage. Repair any li OLLOW THE INSTALLATION INSTRUCTIONS. inadequate air for combustion because of insufficient Type HT chimneys in the Standard for Chimneys, defects before the chimney is used with your stove. ,, :ONTACT LOCAL BUILDING OR FIRE OFFICIALS air infiltration into the building. Such air enters a home Factory-Built, Residential Type and Building Heating Unused openings in an existing masonry chimney ,i BOUT RESTRICTIONS AND INSTALLATION through unsealed cracks and openings. Exhaust fans Appliance, UL 103. (Fig. 3) The chimney and chimney ' must be sealed with masonry to the thickness of the !' JSPECTION REQUIREMENTS IN YOUR AREA. for kitchen or bath can compete-with the stove for j , connector must be in good condition and kept clean. chimney wall, and the chimney liner should be re- available air and compound the problem. paired. Openings sealed with pie plates or wallpaper 1. Before you begin an installation, be sure that: When poor draft is caused by a low infiltration rate, • are a hazard and should be sealed with mortar or Your stove and chimney connector will be far A prefabricated double- �, i' Hough from combustible material to meet all clearance opening a ground floor window on the windward side of ,3 wall insulated chimney t �_, refractory cement. In the event of a chimney fire, , the house and in the vicinity of the stove will usually ; flames and smoke maybe forced out of these unused ., ;quirements. •The floor protector is large enough and is con- alleviate the problem. thimbles. Another solution is to install a permanent outside The chimneyshould be thoroughlycleaned before tructed properly to meet all requirements. air supply to the stove and/or room. In fact, bringing air `/ use. .; •You have all necessary permits from local authori- I r �vs for combustion from outside the home directly to the air `1 A newly-built masonrychimney must conform toYour local building official is the final authority for inlet of the stove is required for new construction in �� � �\ /-/ the standards of your local building code or, in the , some areas. Able-lined �\ ,� absence of a local code, to a recognized national code. - . pproving your installation as safe and determining that Pressure variations within the house do not affect a masonry \�� / meets local and state codes. i` chimney \��- Masonry chimneys must be lined, either with code- stove equipped with an outside air supply, and im- ` approved masonryorpre-cast refractorytiles, stainless E The metal label permanently attached to the back ` �' f every Vermont Castings'stove indicates that the proved stove performance often results. An Outside Air 1 steel pipe, or a code-approved, "poured-in-place" liner. , Adaptor Kit for the Encore is available from your local sT241 The chimney's clean-out door must seal tightly. i love has been tested to current UL and ULC stan- Y 9 Y• , ards, and gives the name of the testing laboratory. Vermont Castings dealer. Fig.3 Approved chimney types. Prefabricated Chimneys , learance and installation information also is printed on Chimney Height . If you use an existing masonry chimney, it must be le I el. When the stove is installed according to the l A prefabricated metal chimney must be one tested and inspected to ensure it is in a safe condition before the 14 if ion both on the label and in this manual, local Altitude affects chimney performance. When using alisted for use with solid-fuel burning appliances to the stove is installed. Your local professional chimney 0 uthorities in most cases will accept the label as 6"flue collar on the Encore, refer to Figure 2 forHigh-Temperature (H.T.) Chimney Standard UL-103- 4° sweep, building inspector, or fire department official will vidence that the installation meets codes and can be suggested chimney heights at various altitudes. 1985 (2100° F.) for the United States, and High be able to inspect the chimney or provide a referral to pproved. Chimney height should be measured from the flue someone who can. Temperature (650 C) Standard ULC S-629 for Canada. l.} However, codes vary in different areas. Before collar to the top of the chimney. The recommended The chimney should extend at least 3' (900 mm) DO NOT CONNECT THIS UNIT TO A CHIMNEY arting the installation, review your plans with the local minimum chimney height is 16'. , above the highest point where it passes through a roof, FLUE SERVING ANOTHER APPLIANCE. 11 uilding authority. You,local dealer can provide any ' and at least 2' (600 mm) higher than any portion of a iditional information needed. building within 10' (3 m). (Fig. 4) - Chimney Size For any unresolved installation issues, refer to thea For proper draft and good performance, any An Encore with an 8" (200 mm) flue collar is ational Fire Protection Association's publication ANSI/ 30 • ! chimney used with an Encore should extend at least 16 ' approved for venting into a masonry chimney with a 'FPA 211 Standard for Chimneys, Fireplaces, Vents feet (5 m) above the flue collar of the stove. (200mm) ;1 nominal flue size of 8"x 8" x 200 or 8" x 1'2 nd Solid Fuel Burning Appliances. For Canada,the (200 x 300 mm), and into a round flue with nominal flue I luivalent publication is CSA CAN-8365 Installation ' 25 — size of 8" (200 mm). An Encore with a 6" (150 mm) flue 'ode for Solid Fuel Burning Appliances and Equipment. �, ! --o TO 10'i! collar is approved for venting into a masonry chimney I hese standards are the basis for many national codes. s 20 § r t with a nominal flue size of 8" x 8" (200 x 200 mm), and hey are nationally recognized and are accepted by 2'Min. 3' III�II���p��,�I�II�I�I�III -0 TO 10'—►I 6" Tinto a round flue with nominal flue of (150 mm). . lost local authorities. Your local dealer or your local _ Min. _—_ .gilding official may have a copy of these regulations. 15 2'Min IIIIIIIIII1I�;IIIIIIIIIIIII NOTE: When installed with a 6" flue collar,the in. : ,IIPORTANT: FAILURE TO FOLLOW THESE -I4I Encore may not be operated with the front doors ISTALLATION INSTRUCTIONS MAY RESULT IN A 0 2000 4000 6000 8000 10000 12000 �► open. ANGEROUS SITUATION, INCLUDING A CHIMNEY ST491 Altitude Whatever the flue collar size, an Encore may be R HOUSE•FIRE. FOLLOW ALL INSTRUCTIONS vented into larger chimneys as well. However, chim- Fig.2 Chimney height requirements for Encore when f Reference neys with liners larger than 8" x 12" (200 x 300 mm) XACTLY,AND DO NOT ALLOW MAKESHIFT equipped with a 6"chimney. Point AC617 may experience rapid cooling of smoke and reduction ' OMPROMISES TO ENDANGER PROPERTY AND !' Fig.4 The 2'-3'-10'Chimney Rule. in draft, especially if the chimneys are located outside E•NAL SAFETY. - the home. These large chimneys may need to be Insulated or have their flues relined for proper stove performance. 5 i Vermont Castings Encore Vermont Castings Encore s1 Accessories to help make the connection between If the Encore is equipped with the 8" flue collar, an These adaptors are designed so the top end will fit ,Il oval-to-round adaptor : sinless steel chimney liners and your Encore are ptor will be needed. Double-wall outside the inner wall of the chimney, and the bottom Thimble Sleeve available through your local dealer. oval-to-round adaptors are available from some . ` end will fit inside the first section of chimney connector. < Flue ' manufacturers. Your local dealer can help you select When assembled in this way, any soot or creosote Chimney Connector N i± Chimney Connector Guidelines the right connector. falling from the inner walls of the chimney will stay �i inside the chimney connector. 4_..�Keep ��A chimney connector is the double-wall or single Single-wall Chimney Connectors ET' sleeve ,R wall pipe that connects the stove to the chimney. The end flush ! • Begin assembly at the flue collar of the stove. G Chimney--mss ',,,:,i,::, i with itflue ' chimney itself is the masonry or prefabricated structure Y,� Fluei Insert the first crimped end into the stove's flue collar, k, -,.- 0LI 1� that encloses the flue. Chimney connectors are used5 and keep each crimped end pointing toward the stove. Elbow ).^ � - Flue Liner 41 only to connect the stove to the chimney,as in Figure 5. - (Fig. 5) Using the holes in the flue collar as guides, drill 1���" `\ ..:°„.•. ST243 ;3 Double-wall connectors must be tested and listed x 1/8” (3 mm) holes in the bottom of the first section of r E�,� i for use with solid-fuel burning appliances. Single-wall - S i connectors should be made of 24 gauge or heavier chimney connector and Slip Pipe ` - 0 Fig.7 The thimble, made of either ceramic or metal,must be xl secure it to the flue collar withiii...m. - Thimble cemented securely in place. steel. Do not use galvanized connector; it cannot 9 three #10 x 1/2" sheet metal Standard withstand the high temperatures that can be reached, Connector The The thimble sleeve should protrude 1-2" (25-50 by smoke and exhaust gases, and may release toxic screws. Oval to mm) into the room. (Fig. 7) Use furnace cement and , ; •Secure each jointIII Round Adaptor i fumes under high heat. The connector may be 6" (150. E�IIiIIIfmIIIIAr thin gasketing to seal the sleeve in place in the ;! mm) or 8 (200 mm) in diameter. between sections of chimney allFlue Collar thimble. Secure the chimney connector to the outer a connector, including telescop- If possible, do not pass the chimney connector end of the sleeve with sheet metal screws. ing joints, with at least three ��_ `i through a combustible wall or'ceiling. If passage `! . Without a thimble, a suitable length of chimney sheet metal screws. The re- iP �' ,_ through a combustible wall is unavoidable, refer to the p i connector can be extended through the breech to the 4': section on Wall Pass-Throughs. Do not pass,the drilled holes in the top of each I Vi ` °I �� inner face of the flue liner, and cemented securelyin i connector through an attic, a closet or similar con- section of chimney connector i `._7 , 9 place. Additional pieces of connector are then at- serve as guides when you Fig.5 the crimped end of a� cealed space. The whole connector should be ex- tached with sheet metal screws. drill 1/8" (3 mm) holes in the the connector points 'I posed and accessible for inspection and cleaning. bottom of the next section. toward stove. ST492 Fireplace Installations In horizontal runs of chimney connector, maintain P , distance of 24" (610 mm) from the ceiling. Keepit-as , •Secure the chimney , Fig.6 An exploded view of the chimney connection ins The chimne connector maybe connected to the i= connector to the chimney. Instructions for various Y ,, _,egrt and direct as possible, with no more than two 90 freestanding masonry installation. chimney above the fireplace opening or through the lI degree turns. Slope horizontal runs of connector installations follow. •Be sure the installed stove and chimney connec- the Connector to a fireplace. t, upward 1/4" per foot(20 mm per meter) going from the Securing Single-wall • stove toward the chimney. The recommended maxi- tor are correct distances from nearby combustible Masonry Chimney Above the Fireplace fl materials. ii mum length of a horizontal run is 3 feet (1 meter), and Note: Special slip pipes and,thimble sleeves that form Both freestanding masonry chimneys and fireplace The Encore may be connected to a chimney above the total length should be no longer than 8 feet (2.5 ii meters). In cathedral ceiling installations, extend the telescoping joints between sections of chimney con- masonry chimneys may be used for your installation. a fireplace opening. (Fig. 8) In such installations,the I Hector are available to simplify installations. They stove is positioned on the hearth in front of the fire- }: prefabricated chimney downward to within 8 feet (2.5 often eliminate the need to cut individual connector Freestanding Installations , place and the chimney connector rises from the stove 1 meters) of the stove. .. sections. Consult your local dealer about these special I If the chimneyconnector mustpass through a top and then angles ninety degrees back into the Wear gloves and protective eyewear when I g ,, drilling, cutting or joining sections of chimney pieces. chimney. The chimney liner should extend to the point combustible wall to reach the chimney, follow the Y at which the chimney connector enters the chimney. connector. recommendations in the Wall Pass Through section ; Securing the Single-wall Connector to a If the chimney connector from your installation i. that follows. Double-wall Chimney Connectors Prefabricated Chimney - The opening through the chimney wall to the flue enters the chimney above a fireplace, follow all the Follow the installation instructions of the chimneyi (the "breech") must be lined with either a ceramic or guidelines mentioned above for freestanding installa- Information on assembling and installing double- "thimble", tions. In addition, give special consideration to the manufacturer exactlyasyou install the chimney. The metal cylinder, called thewhich is cemented wall connectors is provided bythe manufacturer of the .following points: securely in place. Most chimney breeches incorporate g p I. double-wall pipe. Follow the manufacturer's instruc- manufacturer-of the chimney will supply the accesso- •Check the clearance,between the stove and the p p ' thimbles, but the fit must be snug and the joint be- is tions exactlyasyou assemble the connector and ries to support the chimney, either from the roof of the chimneyconnector, and anycombustible trim or the f house, at the ceilingof the room where the stove is tween the thimble and the chimney wall must be attach it to the stove and chimney. Using chimneys -mantel. Use the necessary combination of mantel, i installed, or from an exterior wall. i cemented firmly. and connectors from the same manufacturer makes A special piece called the"thimble sleeve,"slightly trim, and connector heat shields to achieve the re ; the assembly and installation straightforward. Special adaptors are available from your local ? smaller in diameter than standard connectors and most quired clearances. - E, NOTE: For installations using double-wall connec- dealer to make the connection between the prefabri- •Check the clearance between the chimney Gated chimneyand the chimneyconnector. The topof i thimbles, will facilitate the removal of the chimney tors, minimum clearances must conform to the listed i connector system for inspection and cleaning. Thimble connector and the ceiling. If no heat shields are used, , clearances in the clearance chart on Page 14. such adaptors attaches directly to the chimney or to the clearance should be at least 24" (610 mm). To find the chimney's ceiling support package, while the sleeves should be available from your local dealer. To install a thimble sleeve, slide it into the breech out how much this clearance may be reduced with heat bottom of the adaptor is screwed to the chimney until it is flush with the inner flue wall. Don't extend it shields, see the clearance chart on Page 14. ' connector. into the actual flue passage, as this could interfere with ` the draft. . 6 - 7 i. Vermont Castings Encore Vermont Castings Encore •The fireplace damper must be sealed to prevent MIl Wall Stud Floor Protection n air from escaping up the flue. However, it must ��■ Lq A tremendous amount of heat radiates from the �C possible to re-open the damper to inspect or clean vim 11.1.1:1 ` °{ the chimney. =. Chimneys bottom plate of your stove.The floor area Directly • Connector Ma ' , .kY_ under and around the stove will-require protection from , �■, ` y-y ��, radiant as well as from stray sparks or embers that iii��N N N N I. .. ■ ' may escape the firebox. , Heat rotection is rovided throu h the use of a „ Flexible Connector ■� �!� ' t La F �;� Vermont Castings,Bottom Heat Shield #0164. Spark IliChimney I I•MIN MI - Imo' and ember protection must be provided by a floor i4 Connector Shields * sI Mantel Shield ���/� '\�i oa / 12"Noncombustible protector constructed with noncombustible,material as „I ,� NM ■w �■ !—, Matenal specified. �i Fireplace Adaptor ` 1�1 1� lit Kit"Positive ■' = , ■ Most installations will require that the bottom heat 1' ;�_�"� �_ Connection" _ ��� shield be attached. Only when the stove is placed on a ;, ® , Floor �■ completely noncombustible surface such as unpainted * IE- 111 `�' 11ii1. \� Protection ME MII' ST493 concrete over earth may it be used without the heat 1111 JILIL!!I11 shield. 'ir' '\ -IFig.10 An approved wall pass-through for the United States. Even when the bottom heat shield is installed, you*Check ante) �� rbb- r M■ Your local dealer or your local building inspector can must provide special protection tot he floor beneath. Clese arances ��, 1tiA�l�����l�s�M=■ provide details for other approved methods of passing For installations with the heat shield attached, use a ,_a �������������� ST245 �° a chimney connector through a combustible wall in noncombustible floor protector such as 1/4" '' 1.111 V Seal this off ■N v Fig.9 In this installation,the chimney connector enters the your area. In Canada, this type of installation must nonasbestos mineral board or equivalent, or 24 gauge t Ea1 ■® firepalce opening and then connects to the chimney. - conform to CAN/CSA-B365, Installation Code for Solid sheet metal.The floor protector may be covered with a (' ■�� In the United States,the National Fire'Protection Fuel Burning Appliances and Equipment. noncombustible decorative material if desired. Do not . �� l�� In (NFPA) has established guidelines for NOTE: Do not vent your Encore into a factory- obstruct the space under the heater. j •® ®���®®1 built (zero-clearance)fireplace. These appliances and Protection requirements varysomewhat between sT244 a..v�®....o�omi®�® passing chimneyconnectors through combustible walls. p pp q Many building code inspectors follow these guidelines their chimneys are specifically designed as•a unit for the Untied States and Canada as follows: -B In this installation,the chimney connector is attached use as fireplaces. It may void the listing or be hazard- U. S.installations the floorprotector is required under 'e chimney above the fireplace opening. when approving installations. q I Figure 10 shows one NFPA-recommended method. ous to adapt them for any other use. the stove and must extend at least 16" (not including fl Through the Fireplace All combustible material in the wall is cut away from the the ash lip)from the front of the stove ("F", Fig. 12), ii single-wall connector to provide the required 12" (300 18" a all ar)clear ��I� and at least 6"from the sides and rear. "D" and i If your fireplace opening height is at least 261" space all around mm) clearance. Any material used to close up the the pipe II ------- "E", Fig. 12) It must also extend under the chimney (675 mm), you may install an Encore through the ----3-------- -1 I opening must be non-combustible. I I connector and 2 inches to either side. ("C", Fig. 12) opening using a"positive connection" kit, available Three other methods are also approved by the from your local dealer. Thesepositive connection kits For the 8" (200 mm) connector,the protector must .l' NFPA: } 11 I I(, O be a minimum of 12" (305 mm)wide. For the 6" i' ensure a tight fit between the stove flue collar and the • Using a section of double-wall chimney with a 9" .�'i it (150 mm)connector, the protector must be 10" (255 ti chimney-flue. (Fig. 9) r� I mm)wide. The protector must be centered under (230 mm) clearance to combustibles. Fireplace installations, whether connected to the • Placing a section of chimney connector inside a �__✓ the connector.flue above or through the fireplace opening, have ventilated thimble, which in turn is separated fromTo meet these requirements, a floor protector mustspecial clearance requirements to adjacent trim and combustibles by 6" (150 mm) of fiberglass insulating be at least 39"wide and 44" deep.the mantel. You'll find the re uired safe clearances for In Canada: a noncombustible floor protector isq materialIr Encore fireplace installations on Page 12. • a section of connector inside a Placing chimney required under the stove as well. The floor Floor protection requirements also apply to fire- section of 9" (230 mm) diameter, solid-insulated, H place installations. This information is on Page 10. protector must extend 18" (460 mm)to the front i• factory-built chimney, with two inches of air space ("F", Fig. 12),and 8" (200 mm)from the sides and pi between the chimneysection and combustibles. i ST494 i` Wall Pass-Throughs rear. ("D" and "E", Fig. 12) ; In Canada,The Canadian Standards Association has , ? To meet these requirements, a floor protector must ' Whenever possible, design your installation so that Fig established different guidelines. Figure 10 shows one be at least 43" (1095 mm)wide and 48".11 An approved wall pass-through for Canada. it the connector does not pass through a combustible (1220 mm) method, in which all combustible material in the wall is j DO NOT CONNECT AN ENCORE TO ANY AIR deep. wall. If you,are considering a wall pass-through in your away providerequired (460mm) DISTRIBUTION DUCT OR SYSTEM. installation, check with your building inspector before cut to the 18" clear- � Floor protection also must extend under the chim- you begin. Also, check with the chimney connector ance for the connector. The resulting space must ' . ney connector and 2 inches to either side. ("C", Fig. 12) ',' remain empty.- A flush-mounted sheet metal cover For the 8" (200 mm) connector, the protector must be a manufacturer for any specific requirements. may be used on one side only. If covers must be used i minimum of 12" (305 mm)wide. For the 6" (150 mm) , -Accessories are available for use as wall pass- i connector, the it must be at least 10" (255 mm)wide- ,`'ughs. If using one of these, make sure it has been on both sides, each cover must be mounted on non- tested and listed for use as a wall pass-through. combustible spacers at least 1" (25 mm) clear of the The protector must be centered under the'connector. wall. 9 s 8 , Y Vermont Castings Encore Vermont Castings Encore ' 14 c • When the wall has a heat shield mounted on it. Wall Shields 11 In n I In general,the greatest clearance is required when Jk11 One way to reduce clearances is with a wall shield iF you place a stove and its connector with no heat i constructed of 24 gauge or heavier sheet metal, or ofl Ashields near a wall with no heat shield. ,l, D IlU For example, when the Encore is installed parallelanother non-combustible material such as 1/2 13 mm) insulation board or common brick"laid on flat,"0 to the rear wall and no shields are used, it must be at ;!i -1a� with the 3�/i' (90 mm) side down. •E e ` e _ j �E I I`\` least 31" (790 mm) from the wall behind it and at least /� e 1 Shields,must be spaced out from the combustible 24" (610 mm)from walls on either side. s ��� If the Encore is installed in a corner and no shields surface 1" (25 mm) on non-combustible spacers, as in : F F ®®����®�®I i Figure 13. The spacers should not be directly behind 111 - ,®®�® are used,the corners of the stove must be at least 24 ;,a I. A f A ` -,�mmi1 i (610 mm)from nearby walls. • the stove or chimney connector. N ,o� �� Air must be able to flow.between,the wall and the ti —a• The least clearance is required when both the 1• 3 stove and its connector, as well as the wall, have heat shield. At least 50%of the bottom 1" (25 mm)of the U.S. Canada shield should be open and the shield must be open at t A. 39" 43"(1095mm) Wood framing requires shields. the top. Use metal screening, as in Figure 14, to keep '1 protection from radiant heat ST247e When shields are attached to the stove or chimney B. 44" 48"(1220mm) I;l stray objects from falling behind the shield. E„ C. 12" 12"(305mm) 8"Connector Fig.13 Combustible supporting timbers may lie beneath connector, they are mounted 1 - 2 (25-50 mm) away The shield for a top exit stove must extend 10" 'iI 10" 10"'(255mm) 10"Connector fireplace hearths, reqireimg additional floor protection. from the stove or connector surface on non-combus- (250 mm) above the top of the-stove; for a rear D. 6" 8"(205mm) tible spacers. Air flowing between the stove (and/or (, E. 6" 8"(205mm) exit configuration, the shield-must be 36" (910 mm) ' Keep the•Stove a Safe Distance from chimney connector) and nearby shields carries away F. 16" 18"(460mm) ST500 ' high. The shield for the chimney connector must be , Surrounding Materials heat. Do not block the airflow by filling this empty 30" (760 mm)wide, centered behind the pipe; for I Fig.12 Required floor protector dimensions for both top-and i space with any insulating material. rear-exiting stove. Both a stove and its chimney connector radiate The shiny shield surface facing the heat source - installations that use an approved prefabricated '; heat in all directions when operating, and dan dangerous , chimney to pass through the ceiling, the chimney i 9 must be left unpainted, enabling it to reflect heat back d -Floor Protection for Fireplace Installations overheatingof nearbycombustible materials can occur connector shield must stop 1" (25 mm) below the ¢i p towards the stove or connector and away from the wall. if they are too close to the heat. A safe installation Clearances may be reduced only by means ceiling. - '' Do not assume that your fireplace hearth is corn- I, requires that adequate clearance be maintained I approved the re ulato authorit , and in accor- :i pletely noncombustible. by regulatory y Air Flow ft Many fireplace hearths do not meet the"corn- between the hot stove and its connector and nearby dance with the clearances listed in this manual. .dy noncombustible" requirement because the brick combustibles. I Because of their restricted air flow and heat Clearance is the distance between either your retention characteristics, s ecific construction re uire- Metal or concrete in front of the fireplace opening is-sup- P q Screening ported by heavy wood framing. (Fig. 13) Because heat stove (measured from the bottom edge of the stove's ments and special clearances apply to installations into — ; asses through brick or concrete readily, it can easilytop plate) or chimney connector, and nearby walls, alcoves. Refer to the diagrams on page 10, and 0��. • ' '. p g y floors, the ceiling, and anyother fixed combustible Wall Shield �e'��/��� pass through to the wood. As a result, such fireplace contact your Vermont Castings Dealer for details ■400 - d surface. Your stove has special clearance require- before beginning an alcove installation. stud wall' ' hearths can be a fire hazard and are considered a 9 9 ' p combustible floor. ments that have been established after careful re- NOTE: ALCOVE INSTALLATION OF THE ENCORE Framing search and testing to UL and ULC standards. These I 'c '' ' Keep in mind, also, that many raised hearths will IS NOT PERMITTED IN CANADA. - ;I extend less than the required clearance from the front clearance requirements must be strictly observed. i Noncombustible In addition, furnishings and other combustible Stove Heat Shields Spacer and Wall of the heater when it is installed. In such cases, Fasteners ; materials'must be kept away from the stove as well. In Shield sufficient floor protection as described above must be general, a distance of 48" (1220 mm) must be main The Vermont Castings Encore Rear Heat Shield is ,(, _, added in front of the hearth to satisfy the minimum one wayto reduce the clearance to the rear wall. The Metal Lathe or floor protector requirement from the front of the stove: tamed between the stove and moveable combustible Drywall Noncombustible q items such as drying clothes, furniture, newspapers, ; rear heat shield can be installed on either rear-or top- Spacers 16" (410 mm)from the front in the United States and i stoves. However, since the chimney connector ' 18" (460 mm) from the front in Canada. firewood, etc. Keeping those clearance areas empty venting assures that nearby surfaces also radiates heat toward the wall in top-venting Hearth rugs do not satisfy the requirements for installations, you should use a chimney connector ' floor protection. and objects will not overheat. •( — . shield whenever you use the rear heat shield on top- �� Airflow ;; - Fireplace installations also have special clearance • Reducing Clearances Safely with Shields venting stoves. t ST248 requirements to the side walls, side decorative trim, Clearance reductions with the rear heat shield 4 Clearance requirements are established to meet every I Fig.14 Approved wall shield construction. 1, installation possibility, and they involve the combina- and fireplace mantle. This information follows in the apply only to the wall to the rear in parallel installations. ,, section on Fireplace and Mantel Trim Shields. Neither the side clearance requirement nor the tion of four basic variables: ; • When the stove and chimney connector have no i clearance requirement in corner installations may be ; , i, reduced. listed heat shield mounted on them. - i - • When the stove and chimney connector have a listed heat shield mounted on them. - • When the wall has no listed heat shield mounted • , on it. ' • 11 10 . Vermont Castings Encore , - Vermont Castings Encore 1 i Chimney Connector Heat Shields - - ° Alcove Installations :J Chimney Connector Heat Shields should be used Because of their restricted air flow and heat retention ? whenever the rear heat shield is used, or in any other / characteristics, alcove installations have specific — ��_ .;1 II k vat:IF-yd.,. situation when it is necessary to protect nearby corn- �' construction requirements and special clearances. No _ 11 bustibles from the heat of the connector. The ceiling „ ( ) rear stove or chimney connector heat shields are used r� above horizontal runs of chimney connector must be 1111 1 25mm in alcove installations-. Bottom heat shield requirements - 11 protected as well if the clearance is inadequate. remain the same as for other installations. I ,, In top-exiting installations, the connector shield ALCOVE INSTALLATION OF THE ENCORE IS NOT P must extend to a point exactly 28" (710 mm) above the PERMITTED IN CANADA. ss flue collar or to an elbow in the connector, whichever is _ r less. If the top-exiting connector extends to the ceiling �7- Construction Requirements _\ where it connects with a prefabricated insulated metal The following illustrations show non-combustible �- I ST504 chimney, an additional ceiling heat shield must be lam_ i ceiling framing and maximum and minimum permitted \I installed that is 24" (610 mm) in diameter and that 1/4" (6mm) extends 1" (25 mm) below the ceiling. The ceiling ST501 dimensions for alcove construction. - i, 1 shield must be constructed of 24 gauge or heavierFig. 15 A custom formed mantel shield _Fig.19 Cutaway perspective of acolve installation. - . sheet metal, and must be centered on the chimney. M ---- 1, ' i Fireplace and-Mantel Trim Shields I . ', 7/16'Durock® Existing Combus- - d tible Framing �F— 24" � 41M1 - (or equivalent) I 36" Use recom ff A fireplace installation-requires special clearance Max mended floor IL spaced 1"off I III 1 II III 115 between the side of the stove and the right and left r protection P; wood studs on — � � l noncombustible 11" spacers 1 walls, between the side of the stove and the decorative A B_ , AIM N� �, Mvn. ; side trim on the fireplace face, and between the topof I, + I< aa"Min. Metal studs P 1 the stove and the mantel. ` sT502 support?/16" Durock®(or = 36" a° Noncombustible shields installed 1" (25 mm)from �/ o j Fi 17 Floor Ian. Sheetrock on front face butts to Durock® equivalent) - Max. g �,► 9 P ceiling > 1 Wcombustible surface on noncombustible spacers, .-c 'r' o c (or equivalent)alcove lining. < 1a�/a" ed ventilated shields, may be used to reduce • - =, clearances. o� i o ,o t ii - II If 1 To protect a mantel from the heat of an Encore in a ,I. 10, , . Joist Shield I < aa°Min. > ST505 (Supplied by fireplace installation, use a custom-made ventilated r ' j Chimney g. mantel shield that is at least 48" (1220 mm) long,that ; Mrer)anufac f Fig.20 Reflected ceiling plan. - jlis centered over the stove. (Fig. 15) Ventilated shields ST253b � I�� for side trim must extend the full length of the trim. Fireplace and Mantel Trim Clearances - `' si An unprotected mantel ("A", Fig. 16) cannot be Unprotected Protected ; ,` Metal ;1 A. Mantel 39"(990mm) 18"(460mm) E StudI Ceiling support ,t more than 9" (230 mm) deep and must have a mini- •��^ package � =� mum clearance of 39" (990 mm), measured from the B.Top Trim 39"(990mm) 18"(460mm) extends 2" I-II I ` 1E1111 ii stove's top plate. With a ventilated shield, this clear- C. Side Trim 10" (250mm) 8"(200mm _INIIMIIMMII below Durock® I — a ;'. Combustible (or equivalent) i ance may be reduced safely to 18" (460 mm). Fig. 16 Maintain clearances to combustible components of 1"Air gap top ,[ facing may ceiling 9" to bottom,on overlap metal '' Unprotected top trim (B) protruding (230 mm) or the mantelpiece. both sides and studs by 1" must be a minimumlai® a .f less from the face of the fireplaceback wall Plilibb--- -17:::, of 39" (990 mm)from the stove's top surface. With a 1°air gap,topandventilated trim shield, this clearance may be reduced 7/16"Durock® bottomonss" s2°Min_ safely,to 18" (460 mm). _ (or equivalent) both sides , �I to AlcoveUnprotected side trim (C) that protrudes 2" (50 r1 II _ and back : ceiling ,.wall , _ t,- mm) or less from the face of a fireplace must have a' minimum clearance of 10" 250 mm , measured from I®®II; 1 ( ) NOTE:From °: the stove's top side edge. With a ventilated trim shield, .i_ 62"to 65" I ii the clearance maybe reduced safelyto 8" (200 mm . . must be ) ST503 covered by a L. !, _ -- If the trim extends more than 2" (50 mm), it is subject noncombus- L- ——— to the requirements for wall clearance. - Fig.18 Alcove side section. tible material TSos The charts and sample installations that follow list Fig.21 Front Section;65"min. clearance from finsihed floor I; the clearances required for the various installation surface to combustibles on front face. Combustible facing configurations of the Encore. may overlap metal studs by only 1". It should not extend below the height of the noncombustible ceiling. 12 - 13 .. S i Vermont Castings Encore Vermont Castings Encore g . rtcore Clearance Chart EnEncore Clearance Diagrams .r use with either 6"or 8"flue collar/chimney connection For use with either 6" or 8"flue collar/chimney connector Unprotected Surfaces Protected Surfaces Unprotected Surfaces Protected Surfaces Stove Clearance . Stove Installed Stove in Corner Stove Installed Stove in Corner i'€ Parallel to Wall Parallel to Wall '; Stove Installed Stove Stove Installed Stove ,! Parallel to Corner in Corner Parallel to Wall in Corner Top Exit, No Heat Shields °E Side Rear Corners Side Rear Cornersi, + E€ No stove heat shields (A) 24" (B) 31" (C) 24" (D) 8" (E) 15" (F) 8" , $, pE , , (610mm) (790mm) (610mm) (200mm) (380mm) (200mm) ' B C - 47F Top Exit, rear stove (G) 24" (H) 19" (I) 17" (J) 8" (K) 11" (L) 7" - ED f 00 ilk hs., single wall chimney (610mm) (480mm) (430mm) (200mm) (280mm) (180mm)connector heat shields' ; -110- At 1:41.: [4- :l Rear Exit, rear stove (M) 24" (N) 19" N/A (P) 8" (Q) 11" N/A I . • C -►E D ♦ -.► 1 F heat shield only (610mm) (480mm) (200mm) (280mm) ' ,;� Top Exit Installations, rear heat shield, and chimney connector heat shields or double-wall connector. Top Exit, rear stove (G) 24" (H) 19" (I) 24" ,ij h.s., double-wall chim- (610mm) (480mm) (610mm) * +.1 �- , �� ney connector3 H I . _• Chimney Connector Clearance i Single-wall connector, 24" (610 mm) 8" (200 mm) ♦ G - d 1.4- No chimney connector -� I L heat shields 4 ' - ® I II 1 Single-wall connector, 12" (300 mm) 4" (100 mm)2 Rear-Exit Installations, rear heat shields. Chimney connector heat ' ti ill I shields installed - Double-wall connector3 12" (300 mm) _ N _ Q l . 4 N/A LD N/A { o �� ;1 Clearance to Combustibles in Front of Stove -0 M -� P ♦ , All Installations (S) 48" (1220 mm) ' I I *Clearances with double-wall connectors and protected surfaces have not been tested for the Encore. ' li 1.A ceiling heat shield, 24"(610 mm) in diameter and suspended 1"(25 mm)from the ceiling, must surround the chimney i connector in installations in which the chimney connector penetrates the ceiling.The chimney connector shield extends only to 28"(710 mm)above the flue collar. i, 2.The ceiling heat shield required when the chimney connector shields are used should meet the wall protector.This will require trimming the ceiling shield along the line of intersection with the wall protector. , 3. In top-exit installations, this clearance requires the use of a rear stove heat shield with the flue collar insert installed. i 1415 i Vermont Castings Encore Vermont Castings Encore i i Wall Shield Requirements for Common Installations . Distance from the Center of the Flue Collar to the Wall in Top-Exit Installations -a The information on this page is helpful in planning stove placement for top-exiting installations, particularly those installations with chimneys that pass through the the ceiling. However, this is not a clearance,chart. Final stove ! clearances must adhere to the guidelines stated in the clearance chart on Page 14. A=30"(760mm) , , ( - A=30"(760mm) - B=48"(1220mm) E < A ' E B=44"(1120nim) Dimensions indicated are valid for installations with either 6" or 8"flue collars. C=66"(1680mm) C=36"(910mm) - —< f, i D=36"(910mm) f D=66"(1680mm) Encore: WITHOUT Stove and Chimney Connector Heat Shields c a B E=1"(25mm) T B e D E=1"(25mm) - D D Unprotected Surfaces Protected Surfaces , E� '�01 Corner - Corner Ei , Parallellnstallations Installations** Parallel Installations Installations** il E E ST62s_ ST629a Side (A) Rear(B) Corner(C) 1Side (A) Rear(B) Corner(C) E' 371/2" 273/4" 31" 211/2" 113/4' ' 15" ;i Fig.22 Parallel installation,vertical chimney connector, Fig.23 Parallel installation,vertical chimney connector, two wall shields. Reduced clearances for both rear and side with stove,connector and wall shields.Maximum reduc- (960mm) (710mm) (790mm) (550mm) (300mm) (380mm) walls.Wall shields may meet at corner if desired. Shielding for tion for both rear and side wall.Wall shields may meet at connector is centered behind connector. corner if desired.A heat shield 24"(610mm)in diameter :0 suspended 1"(25mm)below the ceiling must surround theF Ate, r-+ �B n- - chimney. �.�. ,‘ / - . L----J ,TDj 49 . 4-17 B=36"(910m) A=30" 60mm C= 1"(25mm) ST632 ;s; T 4-q R<—AS A` ;�� C=44"(1120mm) *This distance,from the center of the flue collar to the front edge of the hearth, is the same for all installations on this Ij B B D=66" 1680mm E, ( ) page:35"in the United States and 37"(940mm) in Canada. �' D c C—► E=36"(910mm) �'iA sLW E C� , i �. ,. p.___-..,...11-?; F=1„(25mm) ( r ST630 F �f F Encore: WITH Stove and Chimney Connector Heat Shields - i Fig.24 Parallel installation with rear wall pass-through, ST630a l two wall shields. Reduced clearances to both rear and side Unprotected Surfaces Protected Surfaces ;� Fig.25 Parallel installation with rear wall pass-through ' .walls:Wall shields may meet at corner if desired. Shielding for with stove,connector and wall shields.Wall shields may Corner Corner F connector is centered behind connector.Wall ass through meet at corner if desired. Connector shield extends 28" Parallel Installations Installations** Parallel Installations Installations** must comply with codes. (See"Special Installations") (710mm)above flue collar, or to the elbow whichever is less. Height"D"must be 66"(1680mm)or reach the thimble Pass- 'Side (A) Rear(B) Corner(C) Side (A) Rear(B) Corner(C) through must comply with codes. (See"Special Installations".) 371/2" 153/4' 24" 211/2" 73/4' 14" „ ._,411'41111111111116 1,a (960mm) (410mm) (610mm) (550mm) (200mm) (360mm) 11 il E �E A=29"(740mm), - B=45"(1140mm) - A C A A C=16"(410mm) E/'�-i' „A__..1 B C D 7„:,.. A ,, r A=29"(740mm) asap y_ E D=36"(910mm) e B=45"(1140mm) `�� , f r-c--17 DT e e E= 1" 25mm A ' A C= 16"(410mm) _ED (CD ) �) l 1�� e a E=1' (25mm) j EAMA E D .� Da li rirol E r =, *'To locate center of flue collar for corner installation, add 7" (180mm)to the clearance distance from stove corner to wall. i,I ST631 E i, Mark offthe resulting distance from the corner along both walls. Next, measure the same distance from these two points out Fig.26 Corner installation,vertical chimney connector, from the walls.These last two measurements will meet at a point representing the center of the flue collar. Refer to the - :? with Fear,stove,connector and wall shields.Wall shields ST631a diagrams above. I, UST meet at corner. Connector heat shield extends 28" Fig.27 Corner installation,vertical chimney connector, L, mm) above flue collar.A 24"(610mm)diameter ceiling ' two wall shields. Reduced side clearances.Wall shields r t shield must surround the chimney and be suspended 1" MUST meet at corner. 25mm)from ceiling. ' 16 17 Vermont Castings Encore Vermont Castings Encore Assembly. l- , py- • Set UpYour Stove Adjust the Leg Levellers !I O . Cast iron stoves are heavy, and it will take two to Lift the stove slightly so there is no weight on the leg % ig 9 Y 9 �� #our people to move your Encore into position. while making the adjustment. --�� Wipe the ,,��/ protective coating Reverse the Flue Collar (If Necessary) iii of oil from the Reverse the flue collar by removing the two screws iJ ;! griddle with a clean --- I that attach it to the back of the stove. Be sure the 1111 ST635 ST540 dry rag or a paper •, gasket around the flue collar opening is in position towel. ° Fig.31 Attach thermostat handle. Fig.32 Assemble the front door handle.jik when you screw the collar back onto the stove. Install the �� Install the Ash. Door: Heat Shield handle on the 'L Operation griddle. First, place a)� 1. Remove the two Phillips pan head screws from the the griddle upside sT51s ash door. For the greatest air supply and maximum heat Fig. 28 Attach thegriddle handle. The EncO.re Controls output (but the shortest burn time), move the lever down at the edge of2. Insert the screws through the ash door heat shield p ) a flat surface and assemble the handle as shown. Two controls regulate the performance of the toward the front of the stove. For a fire that will last (from the painted side), place the 5/16" spacers With the handle pointing 45 degrees from its final Encore: a primary air control supplies oxygen for the longer with less heat, move the lever toward the rear of over the screws, and carefully thread them back into position,tighten the nut as far as possible with the pliers. fire, and a damper directs air flow within the stove to the stove. the original holes. The curved lip should be up-the handle to its final position while still holding the activate and deactivate the catalytic combustor. The Encore's air control system also features an ward, under the ashlip of the stove. nut with the pliers. Symbols cast into the stove are reminders of the automatic thermostat to ensure an even heat output at Y 3. Tighten securely. correct directions for opening and closing the controls. whatever manual setting you select. The thermostat .i Install the Optional Bottom Heat Shield The symbols assume that you are facing the front of senses the heating and cooling of the stove surface ?i NOTE:The Bottom Heat Shield is required in all the stove. and adjusts the air shutter accordingly. Canadian and most U.S. installations. Refer to Floor . I / — Otection, Page 9,for further details. /�_ r o Damper Handle Griddle Handle g Door Handle 1. Remove the four 10-24 x 1/2" hex head bolts from '--. s "�1 Air Control Low Heat the corners of the ash drop on the stove bottom. rSpaLlYce-rs �. • r Lever r�' j s 2. Screw the four 1'/a" spacers into the holes from ® _ �I►�which you removed the bolts,finger-tight. o03. Align the bottom heat shield against the spacers LI i II �; ��h ste ed side toward the rear of the stove. ST634 I� hi ,,; with the pp Fig.30 Use spacers and screws to position the ashdoor heat o�.1■.=�= r I 4. Secure the shield with the four hex head bolts _ Door HandleK shield. :� �� NalHolder removed from the stove bottom previously. (Behind leg) High Heat5. Tighten securely. Attach the Primary Air Thermostat HandleirliUrannt hdoorThe primary air thermostat handle is the smaller of the ndle • o =sem two black handles. Secure the handle to the stub on ST637 the right side of the stove with an 8-32 x 2" slot head Andirons ST636 I i machine screw. Fig.34 The handle may be positioned anywhere between the iliC ..411: Fig.33 The Encore controls are conveniently located and two extremes for different heat levels. i Attach the Damper Handle easy to operate. ; A Damper Directs Air Flow Use the 1/4" -20 x 3" screw to attach the damper A Single Air Control Regulates Within the Stove handle to the damper stub on the left side. Heat Out•ut and Burn Time 3 The damper handle on the left side of the stove 1 g '�,., Assemble the Removable Inser`tHandle The primary air control lever, located on the right opens and closes the damper to direct air flow within r ' 8 The white removable insert handle opens andside of the stove, controls the amount of incoming air closes the stove. 8 ST633the front doors. Remove after each use so it won't get for starting, maintaining, and reviving a fire. ° The damper is open when the handle points to the Fig.29 Use four spacers to attach the bottom heat shield. hot, and store it in the handle holder installed behind More air entering the stove makes the fire burn back of the stove, enabling smoke to pass directly into ' 411 the right front leg. Assemble the handle bypassingthe hotter and faster, while less air prolongs the burn at a the chimney. The damper must be open when starting g lower heat level. High and low settings appear in or revivingafire, and whenever thegriddle or,doors 3%" screw through the ceramic shaft and into the I bright metal nub. Tighten carefully until snug. Figure 34. are opened. i, 18 19 i Vermont Castings Encore Vermont Castings Encore 1 The damper is closed when the handle points To open the front doors, insert the handle into the 'srward. Smoke from the fire is directed through the door latch stub and turn it to the left and up. (Fig. 37) Infrared Reflective.Glass Panels atalytic combustion system where it can be further To close them, always close the left door first. -For Clear Fire Viewing 11 burned for greater efficiency, before passing up the Turn the handle in the right door to the left and up (to The inner surfaces of the infrared reflective glass ® 1 1 chimney. the open position) and close it. Finally, push on the panels are kept at a higher temperature than the outer ''� When closing the damper, be sure to pull firmly door as you turn the handle to the right and down. Thesurface. This design, along with a preheated 'airwash,' l i I\ enough to snap it into the locked position. doors will draw in slightly, and the handle should offer makes clear fire viewing possible at most levels of ST523 some resistance as you turn it to the closed position. operation. ' Damper Positions To reduce the risk of breaking the glass, avoid p Fig.38 Take temperature readings with the thermometer located in the middle of the griddle. striking the glass or slamming the doors. Andirons Help Protect the Glass OpenIr. When you're not using the door handle, store it in information on pages 25-27 to see how the size,type, ;,l (Updraft Mode) IlL the holder behind the right front legof the stove. (Fig. Your stove has andirons to keep logs away from the l 9 and location of your chimney will affect your stove i glass panels. The andirons are essential to maintain 34) } operation. When thermometer readings drop below clear fireviewing, and should be left permanently in 350°F. (175°C) it's time to adjust the air control for a n �—� place. Since the andirons may slightly hinder refueling higher burn rate or to reload the stove. A temperature } through the front doors, most stove owners will prefer reading over 750° F. (385°C) is a sign to cut back on Closed the convenience of top loading through the griddle. (Catalytic Mode) Clockwiseiirt,.,. to I — the air supply to slow the burn rate. OPEN Burn Only High-Quality Wood Use the following temperature ranges as a guide to ,1 _��f9 operation: The Encore is designed to burn natural wood only; •Readings in the 350-500°F. (175-260°C) range ST638 ��� t.J do not burn fuels other than that for which it was indicate low to medium heat.output. I Counterclockwise designed. ' Fig.35 The damper is either open or closed.There are no to CLOSE v •500-600°F. (260-315°C) readings indicate me intermediate positions. — You'll enjoy the best results when burning wood dium heat output. that has been adequately air-dried. Avoid burning • Readings of 600-750°F. (315-400°C) indicate high ` Two Ways to Add Fuel "green"wood that has not been properly seasoned, or heat output. Operating your Encore continuously at The Encore's griddle lifts for convenient top- ST544 cordwood dried more than two years. Do not burn griddle temperatures of 750° F. (385°C) or higher may 'jading of logs, and is the easiest way to regularly add Fig.37 To open the front doors,turn the handle clockwise. construction materials; they often contain chemicals damage the cast iron or enamel finish. ael and metals that can damage the catalytic combustor. F However, the front doors open as well for adding WARNING: For safety and greatest efficiency, The wood should be 18-20" (400-500 mm) in length. Use the Air Control Settings The best hardwood fuels include oak, maple an occasional log to a fire. If equipped with the 8" (200 operate your stove only with all doors/griddles that Work Best for You mm)flue collar, the front doors may be opened (or fully closed. The test standard for your stove when beech, ash, and hickory that has been split, stacked, even removed) and the optional Encore spark screen it is operated in this mode is UL 1482. and air-dried outside under cover for at least one year. No single air control setting will fit every situation. placed in the opening for open-fire viewing. The If hardwood is not available, you can burn soft- Each installation will differ depending on the quality of Encore is not approved for operation with the front The Encore may be used as a fireplace with the woods like include tamarack, yellow pine, white pine, the fuel, the amount of heat desired, and how long you ;' doors open if equipped with the optional 6" (150 front doors open or removed, BUT only when it is Eastern red cedar, fir, and redwood. These too should wish the fire to burn; outdoor air temperature and . mm)flue collar. equipped with an 8" (200mm)flue collar and only be properly dried. pressure also affect draft. when the optional spark screen is placed correctly Store wood under cover to keep it dry. The longer The control setting also depends on your particular in the opening to protect against the possibility of it is stored, the better heating and fireviewing perfor- installation's "draft," or the force that moves air from Handle sparks and embers leaving your stove. The test mance you will enjoy. Even for short-term storage, the stove up through the chimney. Draft is affected by standard for your stove when it is operated.in this however, keep wood a safe distance from the heater such things as the length,type, and location of the ,.�I- Quadrants mode is UL 737. and keep it out of the areas around the heater used for chimney, local geography, nearby obstructions, and i IWI"� refuelingand ash removal. other factors. See pages 25-27 for details on how the P, i/' Use only the Encore spark screen, item #0127, with � / �" your Encore. Encore spark screens are available installation affects performance. �� A Surface Thermometer is a Valuable Too much draft may cause excessive temperatures .� from your Vermont Castings' Dealer. Guide to Operation in the Encore, and could even damage the combustor. ,A . On the other hand, too little draft can cause / An optional surface thermometer lets you know when backpuffing into the room and/or the "plugging" of the 1. yir i to adjust the air control, when to refuel, and when your chimney or combustor. /��/, catalyst is operating properly. How do you know if your draft is excessivelyhigh For example, when the thermometer registers at Symptoms of too much draft include an g , or low? (� least 450° F. (230 C) after start-up you know that the � / ST639 stove is hot enough to begin catalytic combustion and ofuncontrollable burn or a glowing-red stove part. A sign Fig.36 the Encore's hinged griddle makes it easy to top-load that it may be time to close the damper. Note that the through inadequate draft ischimney smoke leakingne into the room the stove or chimney connector joints, low ood. stove will warm up much sooner than the chimney, ,heat, and dirty glass. though; a warm chimney is the key to easy, effective stove operation. Please review the draft management 20 21 Vermont Castings Encore - Vermont Castings Encore , • , In some newer homes that are well-insulated and The catalytic element is a ceramic honeycomb" - Conditioning Your Stove ather-tight, poor draft may result from insufficient air coated with the catalytic material. The element is the house. In such instances, an open window near located in the secondary combustion chamber, molded Cast iron is extremely strong, but it can be broken the stove on the windward side of the house will from a special high-temperature insulating refractory with a sharp blow from a hammer or from the thermal 0 : provide the fresh air needed. material. The chamber provides the correct environ- - shock of rapid and extreme temperature change. Another option for getting more combustion air to ment necessary for secondary combustion of the fuel The cast plates expand and contract with changes 7 c ,, the stove is to duct air directly from the outside to the (smoke). ` in temperature. When you first begin using your '` stove. In some areas provisions for outside combus- Closing the damper expose the smoke to the Encore, minimize thermal stress by allowing the plates _ 0i.! I,€ tion air are required in all new construction. combustor. If the combustor is at least 600 (F), it will to adjust gradually during three or four initial break-in ,���P {tic_ Your Encore will accept a duct to deliver outside air begin to burn the smoke. fires following Steps 1-3 below. �%! } �� �•4�� i, for combustion. Closing the stove damper may also reduce the '.=. . .M..-..Zit.,......-.t.'54,. -'4'_'' l When first using the stove, keep track of the air draft, so to avoid putting out the fire or deactivating the Starting and Maintaining a Wood Fire ST265 6 control settings. You will quickly find that a specific combustor, close the damper only when a fire is well- Burn only solid wood in the Encore, and burn it setting will give you a fixed amount of heat. It may established. When starting a fire, wait until the fire isFig.40 Add larger pieces of wood as the fire begins to burn directly on the grate. Do not elevate the fuel. Do not take a week or two to determine the amount of heat well established and there is an ember bed of at least well. 1 and the length of burn you should expect from various 3-4 inches before closing the damper. burn coal or other fuels. settings. Never kindle a fire with colored paper or paper that The damper must be open when starting a fire During the break-in fires, don't let the stove get or when refueling. hotter than 500°F. (260°C) as measured on an optional Most installations do not require a large amount of has colored ink or a glossy surface, and never burn stove-top thermometer. Adjust the air control lever as ; solvents, or trash. All of these combustion air, especially if adequate draft is available. treated wood, garbage, Do not use chemicals or fluids to start the fire. Do ; necessary to control the fire. .t e or flammable fluids such asarba burn garbage Do not for any reason attempt to increase the firing may poison the catalyst and prevent it from operating notSome odor from the stove's hot metal,the paint, ij of your heater by altering the air control adjust- properly. Never burn cardboard or loose paper except gasoline, naptha, or engine oil. p P P and the cement is normal for the first few fires. { ment range outlined in these directions. for kindling purposes. Never burn coal; doing so can 1. Open the stove damper, and open the primary air NOTE: Some chimneys need to be"primed,"or Use the following air control settings as a starting produce soot or large flakes of char or fly ash that can • I control fully. warmed up, before they will draw sufficiently to start a ii point to help determine the best settings for your coat the combustor and cause smoke to spill into the 2. Place several sheets of crumpled newspaper in the fire. To correct this situation, roll up a couple pieces of installation. Each is described as a fraction of the total room. Coal smoke also can poison the catalyst so that stove. DO NOT use glossy advertisements or newspaper, place them on top of the kindling and il distance the lever may be moved from right to left. it won't operate properly. colored paper, as they can poison the catalyst. toward the back of the stove, light them, and close the In general, the fire must be sufficiently well- Place on the paper six or eight pieces of dry kin- doors. This will encourage smoke to rise rapidly, Encore Control Settings established to ensure that catalytic activity is initiated. 'j dling split to a finger-width size,-and on the kindling encouraging a good draft. Burn Rate Primary Air Control When first starting a fire, a medium-to high-firing rate lay two or three larger sticks of split dry wood Once the draft is established, open the front door must be maintained until the stove, catalyst, and fuel ! approximately 1-2" (25-50 mm) in diameter. and light the rest of the fuel from the bottom. Do not Low From far right to 1/3 are all stabilized at the proper operating temperatures. light the main bed of fuel until the chimney begins the distance to left Even though it is possible for the fire to get quitedrawing, and repeat the procedure as often as neces Medium From 1/3 to 2/3 the distance hot within a few minutes after a fire is started, the sary if the initial attempt is unsuccessful. to left combustor may stop working or the fire may go out if 4. If your Encore has been broken-in previously using the fire is allowed to die down immediately as a result ' Steps 1-3, continue to build the fire gradually. Add High From 2/3 the distance of the damper being closed. Once the combustor p to left to far left starts working, heat generated by burning the smoke f',;gIIIIIIIIIIII �1 larger wood with a diameter of 3-4 (75-100 mm). I` ��� � Continue adding split logs of this size to the briskly- will keep it working. , High-Efficiency Wood Burning with burning fire until there is a glowing ember bed atTo determine whether the combustor is operating, �—r��i t least 3" A oodember bed is necesCatal tic Combustion - _,t_ . (75mm) deep. g Y observe the amount of smoke leaving the chimney �,, �- ,�. , when the damper is activated and when it is not. This ``��� sary for proper functioning of the catalytic system s An Encore leaves the factory with the combustor p ' . S and may take an hour or more to establish. installed. procedure is described on page 30. sT2ss ;i In the United States, it is•against the law to operate Avoid using a full charge of very dry wood in the ,t this wood heater in a manner inconsistent with operat- , firebox. This may result in continuous very high Fig.39 Start fire with newspaper and dry kindling. ing instructions in this manual, or if the catalytic temperatures in the secondary combustion area and i Never use gasoline-type lantern fuel, kerosene, combustor is deactivated or removed.The components damage the combustor. Wood which has been split, charcoal lighter fluid, or similar liquids to start or �� + and stored under cover for more than 18 months may &' of the catalytic combustion system in your Encore work freshen up" afire. Keep all such liquids well away E together toproduce optimum conditions for secondarybe considered very dry. Also, do not use a full load of '�"' t g p from the Encore while it is'in use. 'Alt I combustion. dry slab wood or scrap wood. For long burns, use a -,w t 3. Light the newspaper and close the door. Gradually wac ".• When the damper is closed, smoke travels through mix of dry and moderately dry wood. build up the fire by adding a few 3-5" (80-120 mm) �` �3�� the catalytic element, which causes ignition of smoke diameter splits. If this is one of the first few"break- <-. illt �,� 1 ABV temperatures of 500-600° F(260-315 C), half the in"fires, let the fire burn brightly, and then let it die A..! , ... +II� ''__— •mperature normally required for unaided secondary '� '� ST264a out. combustion. Fig.41 Add full-size logs when the kindling has burned down , to a bed of embers. 22 - 23 Vermont Castings Encore Vermont Castings Encore . ` 5. Close the damper when the griddle temperature Remove the ash pan, making sure to keep it level. da reaches 450° F. (230 C). Ash Disposal Draft Management To keep the cover from sliding off and to keep ash 6. Adjust the air control for your desired heat output. You should remove ash before it reaches the top of the from falling on the floor, do not tilt the ash pan A stove is part of a system, which includes the NOTE: Stove installations vary, and the operating ash pan. Check the level at least once a day. Every forward. chimney, the operator, the fuel, and the home.The guidance given here is only a starting point . The draft few days, clear any ash from the outer edges of the other parts of the system will affect how well the stove 'I If the stove is in operation, close the ash door while i management information on page 25 will explain in firebox. Most of the ash will fall through the grate. disposing of the ash. _ works. When there is a good match between all the detail how the features of your installation may help or Slice or stir the ash with a shovel or poker so that it parts,the system works well. , falls through thegrate slots. • Properly dispose of the ash in a metal container with hinder good draft. 9 . Wood stove or insert operation depends on natural a tight-fitting lid. Store the container outdoors away (unforced) draft. Natural draft occurs when the smoke is !.efuel While the Embers Are Still Hot from all combustible material. i hotter(and therefore lighter) than the outdoor air at the When reloading, best results will be achieved if Ni • Return the ash pan to its original position in the top of the chimney.The bigger the temperature differ- ence,the stronger the draft.As the smoke rises from you first de-ash the stove by stirring the fuel bed to • Do not operate stove with the ash door open. 'draw' P P the chimneyitprovides suction orthat pulls air allow ash to fall through the grate into the ash pan. i This Do not break the charcoal into very small pieces or ;i� — will result in over-firing, and could cause into the stove for combustion.A slow, lazy fire with the pound or compress the charcoal bed. Open - damage to the stove, void the warranty, or even lead stove's air inlets fully open indicates aweak draft.A It is important that air can circulate through the to a house fire. brisk fire, supported only by air entering the stove , charcoal bed duringthe burn. Largerpieces of char- Close Empty the ashpan regularly,typically everyone to through the normal inlets, indicates a good draft.The 9 P Y g Y� YP� Y coal allow more air to circulate under the wood, ❑ , three days. The frequency will vary depending on how stove's air inlets are passive; they regulate how much resulting in the fire reviving more quickly. ST545 you operate your Encore: ash will accumulate faster at air can enter the stove, but they don't move air into it. ' For best results when refueling, wear stove gloves Fig.42 Turn the handle to the ash pan compartment clock- higher heat outputs. , Depending on the features of your installation - to protect your hands, add-fuel while the stove still has wise to open and counterclockwise to close. Remove ash frequently and place it outdoors in a steel or masonry chimney, inside or outside the house, , plenty of glowing embers to re-kindle the fire, and metal container with a tight-fitting lid. Place the closed matched to the stove's outlet or oversized -your system include some smaller pieces of wood in the new fuel IMPORTANT: Check the level of ash in the ash pan container of ash on a noncombustible floor or on the may warm up quickly, or it may take a while to warm up- ,+ load to help the stove regain its operating temperature before reloading the stove. If the ash level is close to ground,well away from all combustible materials, and operate well. With an 'airtight' stove or insert,one quickly. Use this sequence as a guide to successful the top edge of the pan, empty the pan according to pending final disposal. If the ash is disposed of by which restricts'the amount of air getting into the firebox, refueling: ' ' this procedure: burial in soil or otherwise locally dispersed, it should be the chimney must keep the smoke warm all the way to I. Open the damper. Open the damper. kept in the closed container until all cinders have • ' the outdoors. Some chimneys do this better than !, 2. De-ash the stove as described above. Open the • Open the griddle or front doors, and use a shovel or thoroughly cooled. others. Here's a list of features and their effects. front doors and check the level of ash in the ash poker to stir excess ash through the ash slots in the You can use wood ash as a garden fertilizer. CAUTION: Never use your household or shop Masonry Chimney pan. Empty the pan if necessary and replace it in grate down into the ash pan. vacuum cleaner to remove ash from the stove; always the stove. Close the front doors. • Close the griddle or doors, and unlatch the ash door. Y Masonry is a traditional material for chimneys, but 3. Open thegriddle, load the wood (smallerpieces It willpivot, swinging the ash pan out of the stove. remove and dispose of the ash properly. it can perform poorly when it serves an 'airtight'stove. P g g Masonry is a very effective 'heat sink'- it absorbs a lot first), and close the griddle. • Slide the cover onto the pan, making sure it is of heat. It can cool the smoke enough to diminish draft. ii 4. Close the damper. securely closed. (Fig. 43) The bigger the chimney, the longer it takes to warm up. ;3 5. When the surface temperature reaches 450° F. (230 It's often very difficult to warm up an outdoor masonry C), adjust the air control for the amount of heat you - ' chimney, especially an oversized one, and,keep it warm desire. enough to maintain an,adequate draft. i NOTE: If the remaining charcoal bed is relatively . thick and if your fuel is well seasoned, it is possible to i� 0 Steel Chimney add fresh fuel (smaller pieces first), close the door and \� ,� l dam er and reset the primaryair thermostat for the \\ �l _ ; Most factorymade steel chimneys have a layer of i P insulation around the inner flue.This insulation keeps li desired heat output. P -M the smoke warm. The insulation is less dense than ,, WARNING: operate your Encore only with the ` ' =R masonry, so a steel chimney warms up more quickly doors either fully open or-fully closed. ' I` -..t l� than a masonry chimney. Steel doesn't have the good CAUTION: the Encore will be hot while in opera- `d - looks of masonry, but it performs much better. tion. Keep children, clothing and furniture away. - Contact may cause skin burns. . `;�: Indoor/Outdoor location e Because the chimney must keep the smoke DO NOT OVERFIRE THIS HEATER. Overfiringal warm, it's best to locate it inside the house.This uses may cause a house fire, or can result in permanent sT555 the house as insulation for the flue and allows some damage to the stove and to the catalytic combustor. heat release into the home.An indoor chimney won't If any part of the Encore glows, you are overfiring. Fig.43 Be sure the cover is securely attached before lose its heat to the outdoors, so it takes less heat from removing the ash pan. the stove to heat it up and keep it warm. 24 25 i r Vermont Castings Encore { Vermont Castings Encore F Flue Sizing Creosote . , Back-puffing • Negative Pressure The inside size of a chimney for an `airtight' stove Creosote is a by-product of slow wood-burning. It's Back-puffing results when the fire produces volatile Good draft also depends on a supply of air to the should match the size of the stove's flue outlet. When a an organic tar that can condense in the flue if it's dense j gases faster than the chimney draft pulls them out of stove;a chimney can't pull in more air than is available chimney serves an airtight, more is not better; in fact, it in the smoke, and slow-moving, and cools off to less the firebox.The gases back up in the firebox till they're to it. Sluggish draft results when a house is tight can be a disadvantage. Hot gases lose heat through than 290 degrees F. Condensed creosote is volatile, - dense enough and hot enough to ignite. If your stove enough to prevent the ready flow of air to the stove, or expansion; if we vent a stove with a six-inch flue collar and can generate chimney fires if it gets hot enough.All back-puffs, you should open up the damper to let the by competition between the stove and other equipment (28 square inch area) into a 10 x 10" flue,the gases the features that affect chimney draft also affect creo- smoke rise to the flue more quickly, let more air into the that sends indoor air outside -especially power-driven expand to over three times their original size. This sote condensation-so use whatever combination of firebox, and avoid big loads of firewood. You should equipment like range hoods, clothes dryers, etc. If the cools the gases, which weakens draft strength. If an installation features and operational steps will encour- always see lively, dancing flames in the firebox; a lazy, chimney draws well with all other equipment turned off oversized flue is also outside the house, the heat it age good draft and minimize creosote production. smoky fire is inefficient, can lead to back-puffing, and (or sealed, in the case of fireplaces and/or other absorbs gets transferred to the outdoor air and the flue Because letting the smoke cool off and slow down can contribute to creosote buildup in the chimney. stoves),then you simply need to be careful with timing usually stays cool. is one of the keys to creosote production, it makes the use of the other gear. If you need to crack a nearby It's common for a masonry flue, especially one sense to line a chimney to match the stove's outlet size, Draft Testing window or door to enable the chimney to pull well,that's serving a fireplace, to be oversized for the stove. It can for safety reasons as well as performance. Canadian j An easy way to test your chimney draft is to close a sign that you should install an outside-air intake to take quite a while to warm up such a flue, and the law requires a matching liner to serve any stove or the stove's damper, wait a few minutes to let the airflow bring combustion air directly to the stove. For most of ' results can be disappointing.The best solution to an insert vented through a fireplace chimney; in the US, our stoves we carry adapters to attach to the stove to stabilize, then see whether you can vary the strength of oversized flue is an insulated steel chimney liner, the the National Fire Protection Association recommends the fire by swinging the air control open and closed. connect an air duct for outdoor combustion air. same diameter as the stove or insert's flue outlet;the one if the flue is more than three times bigger(in Results are not always instant; you may need to wait a liner keeps the smoke warm, and the result is a square area) than the outlet on the stove or insert. few minutes for a change in the air control setting to Conclusion stronger draft.An uninsulated liner is a second choice - Some localities enforce the NFPA guidelines as part of have an effect on the fire. If there's no change,then the Wood-burning is an art rather than a science. Once the the liner keeps the smoke restricted to its original size, their building codes. draft isn't strong enough yet to let you close the damper, stove and chimney system are in place, you can only but the smoke still must warm up the air around the and you'll need to open it for a while longer and manage vary your technique, mostly your timing, to achieve liner. This makes the warm-up process take longer. Fuel the fire with the air inlet until the draft strengthens. If you good results. If you keep track of your burning habits Pipe & Chimney Layout Even the best stove installation will not perform keep track of your burning habits and relate them to their and relate them to their effects on the stove's operation, well with poor fuel.The best fuel is hardwood that has effects on the stove's operation, you'll be rewarded with you'll be rewarded with good performance and a safe 0 Every turn the smoke must take as it travels to the air-dried 12-18 months. Softwood burns, but not as long good performance and a safe system. system. ""chimney top will slow it down.The ideal pipe and as hardwood. Fairly`green'wood has a good amount of chimney layout is straight up from the stove, to a moisture in it; it will burn, but some of the heat potential I Maintenance completely straight chimney. If you're starting from is used to drive the remaining moisture off the wood. scratch, use this layout if possible. If the stovepipe must This reduces the amount that reaches your home and Keep Your Stove Looking New and Cleaning the Glass , elbow to enter a chimney, locate the thimble about can contribute to a creosote problem. There are mois- Working Its Best . t midway between the stove top and the ceiling.This ture meters available for firewood; you can also judge Most of the carbon deposits on the glass will burn goals: it lets the smokes speed upLet the fire in the stove go out and allow the stove to achieves several p your wood by its appearance and weight. If you get it off during hot fires. before it must turn, it leaves some pipe in the room for cool completely before beginning any maintenance p P green, lift a piece and get a sense of its weight; it canprocedure. However, the ash residue that accumulates on the heat transfer, and it gives you long-term flexibility for lose a third or more of its weight as it dries.Also look at glass surface should be removed regularly to prevent installing a different stove without relocating the the ends of a log; as it dries it shrinks and often cracks. Care of the Cast Iron Surface etching. To clean the glass, follow this procedure: thimble. The more weathered and cracked a piece is, the drier it • Be sure the glass is completely cool There should be no more than eight feet of single- is. An occasional dusting with a dry rag will keep the cast iron of your Encore looking new. • Clean the glass with water or a cleaner made wall stove pipe between the stove and a chimney; Dry wood burns readily with a good chimney draft. paintedThe stove'spaint can be touched upas needed. especially for this purpose. Do not use abrasive longer runs can cool the smoke enough to cause draft But with modern stoves, especially catalytic ones, the cleaners. and creosote problems. Use double-wall stove pipe for wood can be too dry. While extra-dry wood has little i First, mask the areas, such as enamelled parts, glass, long runs. creosote in it, the remainder can 'gas out'from the or handles, around the spot to be painted. Clean the • Rinse the glass thoroughly. wood quickly and densely enough to overload the spot with a wire brush. Remove the griddle and set it • Dry the glass completely. Single venting catalytic burner. If you hear a rumbling or roaring noise, i aside. , Then, touch up the stove with Vermont Castings' Replace Broken Glass Immediately Each `airtight' stove requires its own flue. If an like a propane torch, from the stove,that is a sign that , airtight stove is vented to:a flue that also serves an the catalyst is seriously overfiring. The catalyst is a high temperature stove paint. Apply the paint sparingly; p yourglass not operate stove if the in the doors film on a ceramic base; the metal canget to two light coats of paint are better than a single heavy r open fireplace, or a leakier stove, it's easier for the platinumis damaged. chimney draft to pull air in through those channels than higher temperatures than the ceramic can take, and one. If you need to replace the glass, use only the high it is to pull air through the airtight, andperformance overfiring the catalyst can break it. Dry wood can alsotemperature ceramic glass supplied by Vermont 9 9 Care of the'Porcelain Enamel Surface-M burn out faster thanyou want. Ifyour drywood burns suffers. Imagine a vacuum cleaner with a hole in the Castings. Do not use substitutes. Be sure to specify "lose to see the effect here. In some cases the other out too quickly or overloads the catalyst you can mix in Use a dry or slightly damp rag or soft brush to remove left or right glass; the panels are not interchangeable. appliance can even cause a negative draft through the greener wood to slow the fire down. spills or stains. For difficult jobs that require a clean- airtight, and result in a dangerous draft reversal. ing agent, use only a kitchen appliance cleaner or polish recommended for use on enamel surfaces. 26 27 Vermont Castings Encore Vermont Castings Encore . } Removing the Glass 3. Replace the doors on the stove. Remove the 2. Turn the pressure screw approximately one half turn • griddle so you can reach in through the opening to clockwise. The left door is slightly different from the right in position the manifold. Move the door manifold as 3. Tighten the lock nut. Keep the pressure screw from Pawl that one of its retainer clips is located under the door high as possible without actually touching the upper turning as you tighten the nut. Re-test the damper. Small manifold. air manifold, and as far toward the center of the Locking Nut —\ 3 1. Remove the right and left door assemblies by raising stove as possible without hitting the door manifold Lock Nut Striker Screw the door until the lower hingepin clears its drilling; on the other door. Tighten all screws. 6� 9 Damper �ff,�fd�., Pressure Large then, angle the door bottom slightly outward and pull 4. Open and close the doors to check that the door Adjusting Screw Locking Nut—� VP down to release the upper hinge pin. Place the manifold does not interfere with either of the other a' doors face down on a padded work surface. manifolds. Adjust as necessary. Q I,i.°_ II 2. Remove the screws that hold the retainer clips in [17 �� place, and remove the clips. On the right door, Check`the Operation �, — �� f Set Screw remove the Phillips head machine screw that of the Primary Air Shutter "r secures the door manifold to the upper right of the Handle Stub door(as it faces you). Swing the door manifold out The primary air shutter is located at the back of the STSsi of your way and remove the dip beneath it as well. ash drop and is visible from the back of the stove. (Fig. � 45)The shutter must open and close freely when you r�� \ -------- 71/ 11 Fig.47 Turn the door latch striker screw in or out to tighten or 3. Carefully lift the broken glass panel from the door. move the thermostat lever. If it doesn't, remove any ST642 loosen the door latch. Installing the Glass obstruction. If you need assistance, consult your focal Fig.46 Adjusting the damper. Under normal operating conditions,the catalytic Vermont Castings Authorized Dealer. combustor should remain active for two to six years Check the gasket around the window; it should be Do not change the adjustment of the cable in an Tighten the Damper Handle as. Needed (depending on the amount of wood burned). However, soft and resilient so that the glass will seal properly attempt to gain increased firing.The air shutter controls A handle on the left side of the stove controls the it is important to monitor the combustor periodically to against the door. Replace the gasket if it has hard- how much air can enter the stove, but chimney draft is damper. The handle attaches to the damper rod with a ensure that it is functioning properly, as well as to ened or if it is compressed. the force that pulls air into the stove. If changing thedetermine when it needs to be replaced. A set screw. Periodically check the set screw and non- 1. Center the first pane of glass on the gasket. Be thermostat handle position does not lead to changes in , tighten as necessary. functioning combustor will result in a loss of heating sure to place the glass so that the infrared reflective the fire's intensity, it is probably due to weak chimney efficiency, and an increase in creosote and emissions. coating is on the exterior side. draft (in the case of a weak fire you can't increase) or How to Adjust the Door Latches Inspect the combustor"in place"for fly ash accu- IDGlass Panel an air leak in the stove (in the case of a fire you can't The Encore's front doors, as well as its ash pan door, mulation and physical damage three times per year. Gasket decrease). a should close securely to prevent accidental opening Do not remove the combustor unless a more detailed Manifold inspection is warranted because of diminished perfor- and to keep air from leaking into the stove. On ad- mance as outlined below. _ - �� r �-reirequately adjusted doors, the handles should resist The refractory package that houses the catalytic �, slightly as they are turned to the closed position and �� - �� .\ the doors themselves should be drawn slightly toward combustor should be inspected annually for a buildup �� - \ .: of fly ash and cleaned if necessary. This may be done the stove. .., i Over time, the gasket around the doors will when you examine the combustor. Ni- - �e i -- -- I -� compress and the latch may need adjustment. When To Suspect a Combustor Problem To adjust'the handle on the front doors, open I■ the door on which the handle is mounted and rotate the The best way to evaluate the performance of your handle one full turn counterclockwise. Since this Encore's combustor is to observe the amount of smoke I/r ��::iw7 handle is threaded into the front door, a complete leaving the chimney—both when the combustor has Retainer Clips(4) 1 revolution will adjust it enough so that the doors close achieved "light-off" and when it has not. Follow these ST640 securely. steps: Fig.44 An exploded view of the glass assembly for the left To adjust the latch on the ash pan door, loosen •With a fire going and the combustor properly the small lock nut, rotate the striker screw a half-turn, activated, with the damper closed to route smoke door. PrimaryAir through it as described in the Operation go ST641 Shutter ' and re tighten the small lock. Hold the striker screw to 9 PSection, 2. Secure the glass on both doors with the retainer keep it from turning as you tighten the lock nut. Make outside and observe the smoke leaving the chimney. clips except the one that belongs under the manifold Fig.45 The primary air shutter must move freely. repeated small adjustments"until the setting is right. •Then, open the stove damper and once again of the right door, but leave the screws a little loose. check the smoke leaving the chimney. Position the remaining clip under the right door mane- r ' Adjust the Damper as Needed The Catalytic Element Significantly more smoke should be seen when the fold, and then swing the manifold back into position on The tension on the Encore's damper is adjustable to Ins Inspection Cleaningstove damper is open and exhaust does not pass the door. Make sure that the screw passing through the compensate for compression of the gasket that seals p through the combustor. Be careful not to confuse end of the manifold nearest the center of the door alsosmoke with steam from wet wood, however. Steam the damper to the upper fireback. To adjust the This wood heater contains a catalytic combustor, which gasses through the retainer clip. damper: needs periodic inspection and replacement for proper dissipates in the air quickly; smoke does not. 1. Remove the griddle. Loosen the lock nut at the operation. In The United States it is against the law to If this test indicates a problem, consider other center of the damper. operate this wood heater in a manner inconsistent with possible factors as well, such as the time of year or a the operating instructions in this manual, or if the 28 catalytic element is deactivated or removed. 29 Vermont Castings Encore Vermont Castings Encore change in the quality of your fuel. In spring and fall, 8. If the element is in good condition and clean, re- The procedure for replacing gaskets is the same raft is weaker than it is in colder winter weather, and Left Wedge ; install it in the stove and replace the refractory RefractoryAccess Cover regardless of the gasket location. Follow these steps: i - ..res can burn sluggishly. Small, hot fires are a good access cover. solution under these conditions. -- ; 9. Replace the fireback, install the two,wedges, and 1. Remove the existing gasket by grasping an end and i pulling firmly. Burning "green" (insufficiently seasoned) wood will replace the cast iron hood. result in poorer performance than when burning ` Right ! 10. Clean the chimney and chimney connector. 2. Use a wire brush or the tip of a screwdriver to clean properly seasonecl,fuel.' You may have to run your 14-1„„,...11,1' Wedge i Operate the stove in your typical manner for twothe channel of any remaining cement or bits of gasket. stove hotter(more air) to'achieve good performance `��,�. — weeks, inspecting the chimney and the chimney (Fig. 54) Remove stubborn deposits of cement with a with green or wet wood: = '°��" connector frequently during this period. cold chisel if necessary.Also, consider any,changes in your operating �� If creosote is'notbuilding up as fast, it is likely that routine. lthe performance change was caused by fly ash depos- Once you have ruled out any other possible 1'IIIIIIIIIIIIIIIIIIIIIIIIIlhIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII)_ its on the catalytic element. However, continue the causes for a decline in performance, you may inspect ST644 inspections of the chimney system for a few weeks to the combustor. { ensure that proper performance continues. Fig.49 Release the lower fireback by tapping out two ? I / If you continue to find a significant creosote •..�,,_ Inspecting the Combustor wedges. buildup or if you continue to see excessive smoke from 1. Release the hood from the fireback by swinging the Fireback the chimney, the catalytic element will need to be - hood upward and then sliding it to either side.(Fig.48) replaced. Contact your nearest Vermont Castings' �� ,_ Authorized Dealer for information about a replacement ST560 Hood element. Fig.52 Remove gasket then clean channel with wire brush. • • -_z*,,,,,, •`i�� _`_� NOTE: Use only the replacement catalyst supplied 3. Determine the correct length of the appropriate- V = �= by a Vermont Castings dealer. sized gasket by laying it out in the channel. Allow an a_.... ..-- 1._ �� - Replace the Stove Gaskets as Needed extra 1-2" (25-50 mm), and mark the spot to be cut. ��it _ i (Fig. 53) j . !`��,v J' _ ;. E Your Encore uses rope-type fiberglass gaskets to 4. Remove the gasket from the channel, place it on a C - IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII make a tight seal between some parts. With use, surface, and cut it at the marked spot with � � wood cuttingp f� ST645 particularly on those parts that move, gaskets can a utility knife. Twist the ends slightly to keep the gasket _ Fig.50 Remove the lower fireback through the front door become brittle and compressed and can begin to lose from unraveling. - _IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlIIIIIIIIIII_ opening. their effectiveness. These will need periodic replace- ment. 5. Lay an unbroken 1/8" (3 mm) bead of gasket missing, it should be replaced. Call your local All of the gaskets are made of fiberglass. The cement in the newly-cleaned channel. . Fireback ST643 Vermont Castings'Authorized Dealer for a replace sizes of replaceable gasket are listed below, along with 6. Starting at one end, press the gasket into the ment element. their a ltions. channel. (Fig. 53) Ensure a good joint where the Fig.48 Release the hood by lifting its bottom edge and While the catalytic element is removed, check the pp ica sliding to one side. - gasket meets before trimming any excess. Do not condition of the secondary air probe. Use an inspection ' Gasket Diameter ...And the Parts it Seals overlap the gasket ends or leave ends with ragged 2. Using a flashlight, and a mirror if necessary, exam- mirror to locate the probe within the combustion , edges. ine the combustor. If no fly ash or damage is chamber. The probe should extend 1" to 11/2" into the 5/16" - The griddle to the stove top visible, the inspection is complete and you may chamber and show no signs of deterioration, such as (wire reinforced gasket) replace the hood. If further examination or cleaning warping, corrosion, or short length. Refer to Figure 51. 3/8" The ash door to the front of is necessary, go to Step 3. A damaged secondary air probe can affect catalytic the ash drop 3. Release the fireback by prying the left and right performance. If the probe needs replacement, contact I 3/16" The outer glass panes to the '1"."'""m".'4"4"0...J .! wedges upward. (Fig. 49) your local dealer. ; doors 4., Swing the fireback forward and up to remove it from { 5/16" The damper to the Gaw, the stove. (Fig. 50) upper fireback; the front doors 5�" \ I 5. Remove the catalytic combustor's refractory access to the stove front; and the �� J cover, then remove the combustor. doors toeach other. 6. Check the combustor's honeycomb-like element for —' If you'need to change a gasket,first obtain an • a buildups of fly ash. If any is evident; take the " l; , combustor outside and clean it by blowing air gently appropriate replacement from your Vermont Castings' ST561" through it. , _� /° Authorized Dealer. Fig.53 Lay a bead of gasket cement then press gasket in 7. Inspect the element for damage or degradation. Wait until the fire is out and the stove has cooled. Be place. Although small hairline cracks will not affect perfor- - ST559 sure to follow the standard safety procedure for working 7. Press the gasketed part firmly against its normal ,' mance, the element should-be essentially intact. If • i with dusty materials: Wear safety goggles and a dust mating surface to seat the gasket evenly in its channel. the element is broken in pieces or has sections mask. Close and latch the door to do this, or tap other parts Fig.51 Use an inspection`mirror to check the reflected view with the rubber mallet(or hammer/block of wood). of the secondary probe. , 30 31 Vermont Castings Encore Vermont Castings Encore , 8. Clean any excess cement from around the channel, You should inspect the system every two weeks Appendix: Catalytic Combustor Shen let the cement that holds the new gasket dry during the heating season as part of a regular mainte- horoughly. nance schedule. To inspect the chimney, let the stove In any chemical reaction, including the combustion contaminants. Particularly avoid painted or treated process,there are certain conditions which must be wood, coal, household trash, colored papers, metal Adjust the Door If Necessary cool completely. Then, using a strong light, sight up ; met before the reaction can takeplace. For example, p P through the flue collar into the chimney flue. If it is not r P foils,or plastics. Chemical chimney cleaners may also a reaction may require a certain temperature, or a contain harmful elements. The safest a roach is to The stove's door(s) may need adjustment after you possible to inspect the flue system in this fashion, the pp certain concentration of the reactants (the combustion burn only untreated, natural wood. have regasketed it. Initially, it may require loosening to stove must be disconnected to provide better viewing gases and oxygen), or a certain amount of time. accommodate the new gasket; after a few weeks, it access. Catalysts, though not changed themselves during the Flame Impingement may need tightening to compensate for compression of Clean the chimney using a brush the same size have the abilityto act at a molecular level to reaction, The catalytic the new gasket. The directions for adjusting the doors and shape as the flue liner. Flexible fiberglass rods arey 'c element is not designed for exposure are on page 29-30. used to run the brush up and down the liner, causing change these requirements. In the Encore's second- to direct flame. If you continually overtire your Encore, ary combustion chamber the catalyst reduces the the chemistry of the catalyst coating may be altered, any deposits to fall to the bottom of the chimney where j Permanent Encore Gaskets they can be removed through the clean-out door. temperature at which secondary combustion can start inhibiting the combustion process. Clean the chimneyconnector bydisconnectingfrom the 1000 - 1200° F. (540 -650° C) range to the Other gaskets form seals between non-moving parts, the 600° 315° Thermal degradation of the ceramic base may also sections, takingthem 500- 600 F. (260 -315 C) range, increasing effi- occur, causing the element to disintegrate. Stay within but these are not subject to the same wear and dete- outside, and removing anyoccur, causing the element to disintegrate. Stay within ciency, and reducing creosote and emissions. rioration as gaskets on moving parts. It is unlikely that deposits with a stiff wire brush. Reinstall the connector the recommended guidelines of the Operation section. you will ever need to replace these gaskets unless the sections after cleaning, being sure to secure the joints The catalytic reaction does have some limitations between individual sections with sheet metal screws. ' of its own. Primary among these is that the reactants Mechanical Damage involved parts are disassembled and then put back (the gases) come into close physical contact with the together. If this is the case, the job should be done If you cannot inspect or clean the chimney your- - If the element is mishandled, damage may catalyst itself. 9 occur. only by a qualified service technician. self, contact your local Vermont Castings' Dealer or a To ensure the necessary contact, the catalytic Always treat the element carefully. Remember the I 5/16" diameter gasket seals the following parts: professional chimney sweep. - --I: element in your Encore is composed of a ceramic base catalyst is made of a ceramic material;treat it as you •The flue collar to the stove back the shape of a honeycomb. Each of the would fine china. Hairline cracks will not affect the •The lower fireback to the sides Annual Maintenance performance of the catalyst, as long as the steel sleeve honeycomb's many surfaces carries a coating of the The Chimney System Every Spring, at the end of the heating season, per- catalyst (usually a noble metal such as platinum or holds the element in the proper position. form a thorough cleaning, inspection and repair: palladium). The large surface area exposed in this Peeling . •Thoroughly clean the chimney and chimney connec- form ensures that the combustion gases have the Creosote tor. greatest opportunity to come in contact with the The surface coat may peel if the catalytic element is Your Encore is designed to reduce creosote build- • Inspect the chimney for damage and deterioration. catalyst. frequently subjected to excessive temperatures. up significantly. However, regular chimney inspection Replace weak sections of prefabricated chimney. Loss of catalytic activity will be apparent in several Follow the operating instructions carefully to avoid this 6 and maintenance must still be performed. For safety, Have a mason make repairs to a masonry chimney. ways. First you may notice an increase in fuel con- type of damage. good stove performance, and to protect your chimney • Inspect the chimney connector and replace any sumption. Second, there will be a visible increase in General and chimney connector, inspect your chimney and , the rate at which creosote builds up in your chimney damaged sections. F chimney connector on a regular schedule. Clean the I connector system. You may also notice a heavy Every Vermont Castings' Encore is equipped with • Check gasketing for wear or compression, and I system if necessary. Failure to keep the chimney and discharge of smoke from the chimney. There are a either a Corning "Long-Life"®or a Technical Glass connector system clean can result in a serious chimney replace if necessary. number of catalytic problems which can cause loss of Products "Honeycomb"®combustor. The products are fire. • Inspect and clean the catalytic element, and vacuum activity: equivalent. When wood is burned slowly, it produces tar, out the ash at the bottom of the back plate after If you must ship your catalytic element for any organic vapors and moisture that combine to form removing the lower fireback. Lightly clean the ref rac- Blockage reason, remember its fragile nature. Place the element creosote. The creosote vapors condense in the rela- tory assembly that houses the element but be careful While the honeycomb pattern ensures good contact, it in a plastic bag, and package it with a generous tively cool chimney flue of a slow-burning fire. As a not to damage the refractory material, which is very also increases the resistance to flow of the combustion amount of shock absorbing material. result, creosote residue accumulates on the flue lining. fragile. gases, and, because of the many surfaces, provides When ignited, this creosote makes an extremely hot fire •Check door and damper handles for tightness. Adjust ; more places for creosote and fly ash to deposit. It is within the flue system that can damage the chimney if needed. important to follow the operating instructions in order to and overheat adjacent combustible material. If a - minimize these deposits, and to periodically inspect • significant layer of creosote has accumulated—1/8" 3 • Check heat shield screws. Tighten as necessary. g Y ( your catalyst for signs of blockage. mm) or more—it should be removed to reduce the risk • Clean dust from the inner sides of bottom, rear and of a chimney fire. connector heat shields. / Masking and Poisoning; . • Remove ashes from the ash pan and replace with While the catalyst itself does not enter into the com- If you do experience a chimney fire, act promptly y to: moisture absorbing material (such as cat litter) to keep bustion process, certain elements, such as lead and the stove interior dry. sulfur, can attach to the active sites on the surface of •Close the damper and thermostat lever. the honeycomb. Though the catalyst is still there, it is •Touch up the paint on black stoves. Y g y 0 •Get everyone out of the house. covered, or masked, by the contaminant, and cannot ' •Call the Fire Department. function. To avoid this situation, it is important not to burn anything in your Encore that is a source of these 32 33 Vermont Castings Encore f Vermont Castings Encore tiNri r P trtCR CXCIL LIR.1)(1Ctidr.- 000) q.C7-1 -OCYCIfl 7C--C-H-) ; 0 = ® Encore (continued) � \ ) tem r o.e `um•er •art `um•er Item/Model Number Part Number O jiij , -\ ' ® 25.0 ° Ha 27. Combustion Throat Hood 1301145 58. Cotter Pin,Ashdoor 30001749 3I • O ' 0 �1'" 28. Lower Fireback, 1308646 59. Ashdoor Hinge Support 1308605 • 30. Damper Handle Screw120129460. Ash anP 1601025 31. Damepr Handle 1600620 61. Ashpan Bracket 1601039 4 �� �/ r 32. Handle Insert 1600650 62. Ashpan Cover 1601027 3 33. Steel Handle Stub -1600608 1i � ,' •/ � 70. Airwash Manifold 1308615 /► .� iif r 4 ' i 34. Left Side 1308623 71. Front 1308635 ` bit - t 35. Left Air Plate(Inner side) 1308621 72. Left Door Air Manifold0Q 1307403 I� • 36. Ri ht Air l q Plate(Inner side) 1308622 73. Left Door 1308637 �► I / 37. Right Side 1308619 74. Door Hinge Strip2 863 I NI 6\. \ . 8 O 130 4 / o e oh 3 Thermostat Handle Assy 5004264 75. Right Door Air Manifold 1307404 39. Thermostat Assy 5005470 77. Front Door Catch 5004225 ® I LI 1 i u - 40. Grate - 1307434 78. Right Door - 1308636 41. Primary Air Tube Cover Plate 1308609 Door Gasket 1203588 ® ® �. fil? : 6----0 42. Primary Air Frame 1307411 Glass Gasket 1203516 s lik oatt 43. Primary Air Regulatory System 5000337 / Left Door Glasse 1408630 o` �4 44. Bottom 1308604 2 Right Door Glasse 1408629 31�ep ' \ ' �•t.. ei m 45. Ashlip 1307406 Door Latch 1408628 0 ` !' 50. Andiron(2) 1307419 84. Spacer 1201779 OV $11I �' _ `\ 51. Leq 1307427 85. Damer Ram ' `" . 1301811IC 52. Le Leveler p s® \\ I I 79 q 1201745 86. Handle Base Stub 1600650 I 53. Ashdrop 1308603 87. Ceramic Handles 1600620 , " :, ___ e c/ a) , \\ 51 , 54. Ashdoor Latch Pawl 1300515 88. Handle Bolts • 1201294 \�� ® `� NOTES: y I In this diagram and throughout this manual, `left'and 1. Included in#5008649 upper fireback fireback assembly. 11/11111. 1� 8 7t `right' mean as you face the stove. 2. Not interchangeable, due to a heat-reflective coating ll ` ,, I When ordering parts, be sure to mention the stoves on the room side ofthe an �7 � panels. model number.When ordering external parts for an (4--1 58 0� �' enamelled stove, be sure to specify color. 3. Included in#0004342 ceramic handle assembly. ® �6 �/ " The hardware in the Encore is in standard sizes; most ; IC ® bolts are1/4"diameter by 20threads perinch.Any(�i \` hardware stove can supply replacement hardware if ; \. you specify bolt diameter, number of threads per inch m \ / and length. - 0956 To learn the name fo the dealer nearest you, call or Vermont Castings,Majestic Products reserves the right to make changes in design,materials,specifications,prices and discontinue colors and write: products at any time,without notice. Vermont Castings, Majestic Products Encore Woodburning Stove i' 410 Admiral Blvd. ,. Item/Model Number Part Number Item/Model Number Part Number I Mississauga, Ontario, Canada L5T 2N6 ' 1. Secondary Air Cover Plate 1601492 1 Catalytic Combustor 30001152 i 905 670 7885 2. Secondary Air Probe AssV 1601489 11 Refractory Access Panel 1602511 = _ • 3. Secondary Air Link 1601486' { 4. Left Griddle Quad 1301807 , 4. Secondary Air Flap 1601490 15. Right Griddle Quad 1301832 5. Flue Collar(8") 1304280 16. Griddle 1300797 - . 6. Back 1308620 17. Griddle Handle AssV 5004022 - 7. Left Heat Deflector 1608629 18. Top - 1308618 ' _ ` 8. Right Heat Deflector 1608630 21. Wedge 1301810 Giefractory Assy(Body only) 1602512 22. Upper Firebrick' 1308644 34 35 148Cf.0 c ° . . ihkSQ.° V\---I- -- x -"°1-°:\j- °...a 7.0 a 0p\LBOX / ° ...---- 60'2' 1 • "/,, e d \.P:._ ° IMP -MP\LBj N LP vE 6p2 2 x / / ° a ° %31,5 t\LC' ( / 'e- 14 P 0 ER MESER ° / ea d e° 5 COC U L / �- _.6_&°. • /- RIM / �. 4 T • / OF PPNEMEN1 • �n/ ' O>> x� v---E-\c_Cl-- vg ` \ Y EDGE /� 0 24 . / cn 2� • / i VERH�D W\�-_ 6/ SNF q 0 e Gp • •• �o F�FC' 8) FOUN 9LQ MO 5��CNG - � • \ e4 ���\`" 6.4 Oj 6 \ Vi--‘1 . . Z , . • ' - \ \ / L�` • 6.4 LT No k 6.2 ad s.s ENTIRE (INTO 6� REMO�/ D c OM : DRI\/ N I ^/ 64i a .e 4 e A.. e e. O 5.7 z N,�cp e . .. , .°: PAR I / � d �� a • d ° • C°. ° , ds^ • e 6.4 e 6.3 WALL g'. d l -7 ° I 0.2'W. ro ° . e\ ..4 ,a. / ° \ (� 65 - 6.5 -r m I � X- V r�V 1w \ 6' q.2' ala FI'?" PORCH S .'�.VEY OF I�. ®� '�� A 1 ���1�:::...i.sr-.405 PROPOSEDADDITION SITUATED A T ���1a11/111 � 2 STORY C.) ��:iv•;T1!`l►_z11111111�1� 4 s.z xl x.01%1i^'44"ifi4P,' 6. JLJ l� 1�I IC • »Ili �1� q Q� I -.��6� -0 ;: :C,01C:.'22' • TOWN OF S 0 U T H 0 L D 15.1. 6. Iwi1W:;53, N _ : - 29.5 F.FL. Z?d0U0R`� , PSpoRY ADDITION 1 .. i� G.FL. \ : PADS ' m SUFFOLK COUNTY, NEW YORK -{\m \ A CONC• H/C Z 1 FOR t\ =: , \ FRAME f � 5 S.C. TAX No. 1000- 104-07-03 \rsri �' 2 SSER& OARAGE 1' WooDI59WHou WALL SCALE 1 "=20' �i� •w. i�0U151DE• ,.� •, 9,0\1,1- x5.8 AU UST 12, 2005 •trit �!�i16.s' c' SEPTEMBER 28, 2005 ADDED SITE PLAN FOR AREA TO BE DREDGED X6'7 I MAY 27, 2006 ADDED PROP. ADDITIONS, WETLAND LINE & SET PLASTIC PIPES •�•, A' • ...•,' 6.9 SjDECKe:,: NS0 y ° t Vo iZtle:0 c(1,11 N)s-'V \1\j. .. . . ..-4 . . . ..., :..: •' �.• .... 11V a ��� D11141 6212, ?...........i • sy . e. a' �. , VPS 0 • 41. e • . e. !•' • .�•. CPSCH g►SIN� p0�j�' 1 J•5 m c 5-2 �1 •c / 0 1 14141 AGE _ L . ' �N 2.2� .5 091 Ea � U' ES OVEW / �.4 F. N0 .• e : SNC,MRN' \ \ 0 • o z rn ti \ \ o \ 11----4 ° 44 \ :0. \ .. L NO ° L r GRID``OR s $• \ • 61 11 L.1 • ' •' '. �\ a A ..,..„,..dffe t. if WALL 1 a WOOD 4414-1- 0.2.T. ALL0.2'W. \ 4• '; . ` 2.7'E ' .14 QKCURB 1 \ •, gs1044 8�p0 ?Ai l 1 \ °"s�.�"�""yz`° WAD nal SURVEY OF PROPERTY ' *Al? ^ 51 �� SITUATED AT PECONIC . \ z t'n if 1z 50.4 0� p0R04 m +��� ROOF OVER W �� \, r •' ° '.3 15.4 FF29j99 1 ) TOWN OF SOUTHOLD �' �� 2• HSSR � - 9.8, � , ,,�E ,w ) SUFFOLK COUNTY, NEW YORK �� S.C. TAX No. 1000- 104-07-03 , 7 ME , °o wopD W 1 �. i� ouS�R14 coo'. 1\YAhh.4 zm �! 3.3'E — �� �,sS �, N SCALE 1 "-20' Z.,�._CticA AUGUST 12, 2005 m r��AZ Z� I 14.6' ,-, ( �" a EX�s11NG S • EXI�N p CK x SEPTEMBER 28, 2005 ADDED SITE PLAN FOR AREA TO BE DREDGED o ... WOp BE. p 45'°NG.'Orr STo REWpM a MAY 27, 2006 ADDED PROP. ADDITIONS, WETLAND LINE & SET PLASTIC PIPES t TO a • !`•,,,i t°,z MARCH 2, 2007 REVISED AS PER LETTER FROM TOWN TRUSTEES � M'. a.,':.:::i:::r.._i ::�• 2i0� ►rCKi....�::::• �51A REMO m ' �, •- ::: W -T0 BE � July 10, 2007 ADDED LOT COVERAGE DATA 1 Fa=. �•`a:- : r`•?• •• pose° o cA•` v_ '`` I o JULY 19, 2007 CALCULATED AMOUNT OF MATERIAL TO BE DREDGED FROM TOWN WATERS s,.. '•:: •••••0,15.eD SAME HF:O R:':'.'°``. 'c ! I r c to....1 AUGUST 25, 2007 REMOVED PROPOSED GARAGE �-':.,•'•• �' : • . . T A 2,...•,•.. . EDGE sigrEof o OCTOBER 18, 2007 SHOW BRICK WALK BEEN REMOVED 1 _ imoveD _ NOVEMBER 1, 2007 UPDATE SURVEY ,i01.--.:::—./ JANUARY 29, 2008 REVISED PROPOSED COVERED PORCH ROC NOVEMBER 11 , 2008 REVISE PROPOSED DREDGED AREA 16.8 '' ROCK \ kr 0 1I NOVEMBER 10, 2012 REVISE ELEVATION DATUM \ Ls\o Vo JANUARY 29, 2014 UPDATE SURVEY & ADD PROP. DECK W cl 3:4 .' GONG. Q 00 °:w: \ 1` AREA = 24,831 sq. ft. iml \� �p1o, (TO TIE LINE) 0.570 QC. M%"d - %1� - m. , o ��o \ �� NOTES: at.,� `� ,� �; �n \ 1 zO1�E �� 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM b-o \ _ EXISTING ELEVATIONS ARE SHOWN THUS: o Z °'. . — \ F.FL. - FIRST FLOOR K G.FL. - GARAGE FLOOR '� \ �"�K �- "'� 2. FLOOD ZONE INFORMATION TAKEN FROM: \ � �NHai�Ig�pSPR FLOOD INSURANCE RATE MAP No. 36103C0164H ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ..-------' \ !3 ' ,FLAG ZONE X*: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL / FLAG, �_` '`\ r CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT / FLAG, �� (041 OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; / �� �O> AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. '''..././". �� '�%s'�i � 3. UPLAND AREA (TOTAL LOT AREA LESS WETLAND AREA) = 16,944 sq. ft. 4 �� r P \ II, Nog I Aos \...____ms O GED Mfr BYY RF aRrFOXY- 2006 �N , wAlx �� 1, `` Ort IMPERVIOUSE L0 I T COVERAGE OVER UPLAND LOT AREA 1.6v. S Os / DESCRIPTION AREA % LOT COVERAGE \V' ' • HOUSE 1,585 sq. ft. 9.4% II OI ! l /1� S I 3 FLAG PORCH 370 sq. ft. 2.2% 0o //3$o03 , I tt I 0 z \\ og I i OUTSIDE SHOWER 38 sq. ft. 0.2% Z m II I JAG\�\ o , zz (.74 FLAG SHED 110 sq. ft. 0.6% //�; �� 11 \f �i CONCRETE AROUND G o� G� SHED 150 sq. ft. 0.9% `/�; \tl 1 \\ °' PROPOSED WOOD DECK 670 sq. ft. 4.oX 1 INCLUDING 2nd STORY Y. I b \ DECK MAY 2006 V/ I %U LANDWARD UMRR FOX - WETV�NO II I I 70 \ TOTAL AS FLAGGED BY O 2,923 sq. ft. 17.4Y. I me 0I e T 1 n / •0\I FLAG m= I y \\ ,1 `> I r W ,•1 cr 0 II / ` PREPARED IN ACCORDANCE WITH THE MINIMUM �� x 1 STANDARDS FOR TITLE SURVEYS AS ESTABLISHED N I / 1 BY THE L.IA.L.S. AND APPROVED AND ADOPTED ('A� f 1 / FOR SUCH USE.BY-THE NEW YORK STATE LAND FLAG I T/JNE 11 0 lam' �, J TITLE ASSOCIATION. i� ,, `� / �-- L MAY 2 3 2014 ;�. ' . '. 4. D�uGDEPT/ � Lb TO'LrCIF SKTNoiD C�� ` ts- �, •,� L< " ,,� �<� VJUS--- - S N.Y.S. Lic. No. 50467MPo ovi FjV Oos 0-1 C 0 THIS ALTERATION OR ADDITION Nathan Corwin III TO THIS SURVEY IS A VIOLATION OF L Taft SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Lan�d1 U `,COPIES OF THIS SURVEY MAP NOT BEARINGTHE LAND SURVEYOR'S INKED SEAL OR �i//`A� 1C)-1(3° EMBOSSED SEAL SHALL NOT BE CONSIDERED \VI TO BE A VAUD TRUE COPY- A CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. 1►N\Y 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 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. • THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 25-232 -.IN , 0 -9 \ . •• .§-3: . :' '.' •' .. a �"'sx Q ° 1\1\-- • 4 l'g \J X �. - M • � 13ac7- / / \--;77:: ...d---. - a • DRN, 0--..--.1.10-;------O 6p7:17 �M VALE / . • WATR55ia / MSR ai4_ ;' e qq pS\N O'tr �� WTR 6 e lR iy / �• 6.6 ° a' a ° // PPVEMENT / » x-ci �ELEOTR G \ \ Or -. ,A Al - 0 METE 2 GE / 2 / C ED / / u ?� X OVERHvo W\/-^ 6/ 6.3 ° P 0O No 'c,gF(FC. &� O 0 GONG o" \ • L<.< \ d AO° 6.4 aZ ��o \ / �-G S . ' 6. \ flR I A5 A�S/TE D\ /} �Q s. a' d s.s ENTREpYpgERMONO • W 1 \ we \ • ° A 5 7 / Q. p° d e ,�. .; Y 10US to a\ p • a • o •pOS 7 RSA.• .. ;,, ••4\4_,...- ARKIt ° d ° .%,, • / �\ �� P ° Bldg Dept copy from ZBA •�-\ ala ' �.{ "° • '.4 ° • .° 6.a Final reviewed doc me t a° , <f d ° : 6.3 ZB+A File# �- • • iik -_,� \ ., I . ' X6.2: Z0.. - - X 6.6• ' . WALL,- g�n . .'d l . .1 . • Tr, ° i O.ZW• \\1 a e\. el4 i p �w ° . ° y X c'; 0 7-1 73�W \ �� q PR�ERED P°R�H SURVEY OF PROPERTY �� 6�'�� G° IT1ON SITUATED A T xi \I co » ♦��1♦�� PROP R ED DD 5.9 A T'T•�d►z���A.���1��j�1��� 2 ETO Y � ) I �T � IC �'�il .1►����' I►�i .. G r.TORP �G'I��i. ,' I've-,:f000,-,... OO,c-::(i ,:EON aQ Q� uu it 15.1'1 6. Iwi/1►115 j• .� -29-6' F,FL. % 2 d05�OK'O , P,�O�ROYEA�DITION TOWN 0 F S O U T f-Y O L D °F` SUFFOLK COUNTY, NEW YORK 1 �i A �;.. �:�i, \ w GONG. AADS r C �� FRAME �f m S.C. TAX No. 1 000- 104-07- 03 �.'l ci3Z SI OARpGE VI *loop 5.9 m •�A NQv WALL SCALE 1 "=20' m\Ii w. ��00-(50Ey �I' SHO) x5.8 AUGUST 1 2, 2005 ''•� SEPTEMBER 28, 2005 ADDED SITE PLAN FOR AREA TO BE DREDGED ��•: 4qg , /,, d STORY 6. MAY 27, 2006 ADDED PROP. ADDITIONS, WETLAND LINE & SET PLASTIC PIPES 0 051 �,�� �4...:,.:7.� ➢E TK MARCH 2, 2007 REVISED AS PER LETTER FROM TOWN TRUSTEES a 5.9.�. 58 ����_ow��� i; \OOPS\ �� rn ,�•.�•.` ��;.;.���,..�,�. I's tvE` July 10, 2007 ADDED LOT COVERAGE DATA %•r.•• ••ai��"'' `00 '' • • ATIa •\ JULY 19, 2007 CALCULATED AMOUNT OF MATERIAL TO BE DREDGED FROM TOWN WATERS r 5 ^���,•�;..��ow•••. _ E. \ AUGUST 25, 2007 REMOVED PROPOSED GARAGE •'•'•'�`''* ':�� ,`. --:-- • I a OCTOBER 18, 2007 SHOW BRICK WALK BEEN REMOVED 5.s TO �iv.i flogs go.., '4'•.. 7.5 �� 'A.rl-�+o :♦.♦S0,TE PAT\° 1 .-, x NOVEMBER 1 , 2007 UPDATE SURVEY •* .� > . •m N \ \ / � \a mT. 'r. -OLK - / AREA = 24,830.96 sq. ft. I �2 N (To TIE LINE) 0.570 ac. \ . \=4x s.6 / 0 3.4' GONG. I \ v / ' 5.6 I D trlGONG• o OO I \ OqW. I / -z] I \4 x6.6 '7trl O m d'' / I - WALK.i, - • -- - - - SECTION A`A - . �-C,\O 1 J I \ / / SCALE 1"=10' c-ar� I \ / I BULKHEAD I \ / A HIGH WATER EL. 2.2 z y�yy LOW WATER EL. 0.2 ! A ' � I \ I r Z x 2,� \ x .2 FLAG m A \ AREA TO BE DREDGED - m / �L4o) GH0 19 i 2 \ \ / t / I / ON a` \ 14' w I / i;.--.T '`' .��..' ,�'`,,� ;•�\ \ ;LAG \S / l� FLAGS L, * ' v�/ 9 G��04,0i,„ \" . ��/ /, i�9 p 4.7 NOTES: , y � \\' x-`co 12 1 -.Ns , 1� 1 . ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM t., , Ix }.3.•.•_.. ._• .:. \ °'' EXISTING ELEVATIONS ARE SHOWN THUS:- _ - - - s.o / 1''� LANDWARD LIMIT OF TIDAL WMA�2006 - \ j4', 000:•• • v AS FLAGGEY R. FOX - EXISTING CONTOUR LINES ARE SHOWN THUS: -5- - jPROPOSED CONTOUR LINES ARE SHOWN THUSWA , 4 AMP oZ I /�l F.FL. - FIRST FLOOR 1.6 IIID oc _ �:..I,'.1:3:1 IIG.FL. _ GARAGE FLOOR IIm -a.S I � W / �� r T.B. TOP OF BULKHEAD IB.B. - BOTTOM OF BULKHEAD II �I I T.W. - TOP OF WALL ILII \ 1.:P1 I ', A Q 1 x4 B.W. BOTTOM OF WALL I1 0I xI1� a ✓\ F 2. FLOOD ZONE INFORMATION TAKEN FROM: I.. l " ' FLOOD INSURANCE RATE MAP No. 36103C0164 G ollo m ® I o 1ir a -0.1 • l: i a IIIIF o ...... I 2.ODm ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ro .'.'.'.'.'.'. II 1 � \ % W ZONE X: AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. I 1 0.Nk ..r,.... ... 0;41 FLAG /I T.B� Fta, -!:9... ..1 % ZZ ' 3. APPROXIMATELY 1 50 Cu. yds. OF MATERIAL TO 'BE DREDGED. 0$ I . .1. ® 1 \D \ •�, 4. DREDGE BY BARGE ONLY, NO MACHINERY CROSSING WETLANDS. \ C�FLAG \ \ ® (y ...\ \, \ �o LAGcp 5. USE OF SILT BOOM/TURBIDITY SCREEN DURING DREDGING. II \ 0 j48 _ 6. UPLAND 'AREA (TOTAL LOT AREA LESS WETLAND AREA) = 16,944 sq. ft. It - I I \ 2� ! \ 7. EXISTING IMPERVIOUS LOT COVERAGE OVER THE UPLAND AREA = 5,499 sq. ft. -::z-i-.;:'P :i: :� 3.6 OR 32.5%. (INCLUDING HOUSE, CONC. SLABS., OUTSIDE SHOWER, SLATE PATIO .I II z,.. . MAY 2006 ' I -� �3 WOOD PLAT, WOOD WALK, FRAME SHED, BRICK WALK & DRIVEWAY LANDWARD LIMIT OF TIDAL WETLANDS AS FLAGGED BY R. FOX o IIS 2 .I::..:.• e:::::. t\\\. A 8. PROPOSED IMPERVIOUSCOVERAGE OVER THE UPLAND AREA =) 3,369 sq. ft. ,� � e... \ F�`�,' OR 19.9%. (INCLUDING HOUSE, BRICK WALK, CONC. SLABS., OUTSIDE SHOWER, I x-2. FRAME SHED & PROPOSED PORCH & ADDITIONS) I� \ �, \ �\ 2.6 WOOD PLAT., WOOD WALK, �� I I_ _ z_.. \ 9. 20 cu yds. OF MATERIAL IS TO BE DREDGED FROM"TOWN WATERS". A `l%\FLAG I \ . \- \ ,.\'. ,, I 13 \ 5 w I I I� I . `: :: /\ • N PREPARED IN ACCORDANCE WITH THE MINIMUM / \ . STANDARDS FOR TITLE SURVEYS AS ESTABLISHED N a� / \ } • \ BY THE L.I.A.L.S. AND APPROVED-AND-ADOPTED CA/ �� \ i, .� \ 1 FOR SUCH USE BY T E'`NEW CpRIfSTA7E LAND FLAGcd3 / / I - '\ \ \ f.‘5 TITLE ASSOCIATION. �^''�,G "i'J„ `'S40. � b. I • . ... 2.5 1 \� p.2 �J� '� ", Co ''i.'',:,_, 4,` "I ... x \ \\ 'x.0 3_ J,. ° C. ! , , �t / / / 1.1 I � \ \ .1 � '� . C.•,--,,, ,fid'' .A �s ti 2'-4/ / / .1/-.��' ./ m \ �. -_ x'g (T[q L....,.....,1-47--rio''i xi_ i. • 6 n -3CJ v U':� t' "�' xo2 S WATER K / ( ,, N.Y3. Lic. No. 50467 LOWON 07/19/p5 -1 / / ,_r 0UNAUTHORIZED ALTERATION OR ADDITION -2-- /�nC TO THIS SURVEY IS A VIOLATION OF .3� m� SECTION 209 OF THE NEW YORK STATE Nathan Taft Corwin III 11 y COPIES OF THIS SURVEY MAP NOT BEARING 0 -'0-V r` J JJ�� THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor ))11// EMBOSSED SEAL SHALL NOT BE CONSIDERED • �( \.- IN,„ TO BE A VALID TRUE COPY. � CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY -0- IS PREPARED, AND ON HIS BEHALF TO THE Title Surveys - Subdivisions - Site Plans - Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 322 ROANOKE AVENUE P.O. Box 1931 AND/OREASEMENTS RECORD, IF ANY,, SHOWN ARE NOT GUARANTEED. RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 NOT 25-232 REVISIONS • y =ip t J --' - ll 1111 ltfl"hlk'- _ _l _ =__2=:..-=::,_7-__--,_--._:-__:_--.T..._-_--_,_-,____ # in Inman I , irt ,i...f_hi_ti,, „..„._... ...,1, ‘ ,.„ <tit ____Lm_vil (.7 ��t ' ' . ., , , ,‘ ..,, ,_,,,,..,_, _-_,L. I Miiiimul too fl r. 2811.1111,11 I Mt�`•� IT' t■.i'�:xC..l■n 1[` , 'I I r e'�u"i I I _�_—_ _ — — -� __,-____ -.}-- K y' w 1 _ -- ^__.__ 1 � irI r '----- _ _ _ - : "�-' I'� -`r,-- S-r' 0 iiff i , .:, 'Hi ■1! frl I •f `[ ' inti!■ - `I I-I , _ 1Ti T• __ 77-�7�"` `IT"' -� ' `� .t.� t C,� .. ii -I :III _ 1 ® � �J1TiiifluIIIW__iuiiuintrniuiitiii.p�t11T• ■ III; R IIIr ■ �� ViiOW' ■I ��mamma [, O JOB _.-ger.. 10.5' Q.. + ,F0 ,!/ +' !1!■t�l /NIIIt/� <t,.<,,:)Y' ; �'`r.' - I .'�,+,+,s%<``,"f Y CO INIIIIIIIIIIIIIIIIIIIIIMIIMMNI l ,::,,+ "'i:,,,-,,,.v .„_:C <,..il^h'Y .,1i'�f 2✓,t'/✓C �f!'\ I .� {.F� ✓ ` ''� /(� �.j�<,;.r1;,...?- 4-.1.,',:"." 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ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEELI2OCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS ■amams I - - - - - - - - - - - - --- - - - - --- --- — c i ------ --- -It a- . 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SHEET NUMBER: 1. ■t■i 2 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DEUVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH Fl;=CTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHtETlOCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. IREVISIONS 1 0 1 i ® i 1 0 1 1 ® i 1 1 I 1 I 1 .,i VERIFY EXISTING CONCRETE PIERS. ' �- p 4-`I MIN.]2"VE OwEANCHORE FTG. 1'-6" HIGH STEEL SLEEVE STEEL SLEEVE TO BE ANCHORED TO �� PIERS(SEE DETAIL) w/ 8"X8"X1/2" BASE PLATE , ; , ifite f w/ (4) 1/2"X8" ANCHORS '" ' " ° , ,r s. w 1<.p EXISTING PATIO A MESE 'N. ' , EXISTING PIER (VIF) v.4p I>, .4 MIN. 12"dia w/ t. �' , 24"X24"X12" FTG. 4.t>4.4. 3' BELOW GRADE o • .V',. v v ti hr N m " 1-4 m m _ - ;, , _ . \ t _ j N 8'-113/4" ! 17'-91/4" c� I 14'-2" m in ` Irte., k u fn I I N#/ t.,, In 14"T11560 WOOD-I FJ (a)12"QC v\ `° I ■ 4. .' I o I I -''Cl- I x IN ■ I I w I x/ 14"TJ1230 WOOD-I FJ @l6"C� o r`� Z LC) v� �_, N I Q �, _or_ly1J --- ,v... . ,- N �.� E. H-d ' _j__:_ S"X16"CONC.BLK PIER I ■ �l� • •� • -;-'101 • , w/24"X32"X12"CONC.FTG. Kt I \ r",....-1 ^ a -��, ---Icc - �\ #v PROPOSED FIN. FL. x EL. 10.5 �� GI? Ar O N ■tV Q I O O III ■ ,1 Ia O H y ' W I"14"T11560wooD-1 FJeV'Of .-- .--ate ■ w C/] �„I Q ,--_,N----.--, M_;__,�� AREA: 1379 SQ. FT. _ 5 ►—+ (� �I PROVIDE 7 FLOOD VENTS III Ix EL. 9.025 5 ) ' !g -- -8-E I X W w i r �- '' `�' ■ m NEW BLOCK WALL w/ REBAR, ■ �11 ; I SOLID GROUT, ANCHOR BOLTS, 0 tz N I I 8"X16"CONC.BLK.PIER etc. M \ d #' SECURED TO EXISTING I 0 CONCRETE WALL w/ 8"X16"CONC BLK.PIER I rE N ' (2)#5 REBAR(TYP.) w/24"X32"X12"CONC.F,T_G a-_; I a FLOOD VENT \�-L - - ® I ; ) ; 14"711230 WOOD-1 FJ la�16"OC ■ V EL. .5 -�— — i COI = EX. FIN. FL. ` 8'-73/4" 1-2'-11" °' 13'-101/4" I 14'-2" / ° ■ �` I°� / EXISTING SLAB 4 a a o ; / -d 1 I''I I -- EL. 5.5 vo I (1 , M a , � I E TO REMAIN I III = - 1111 —iiII - - i IJ ,I1 _- _= 1I I1- __ 1! GRADE p ixz 10 J liIvy _ _ _ o /14"TJI560 WOOD-I FJ 0012'OC/ 4 �r -'I I`I i { (I 1 W ■ iI:!' ' 1 _ r ________I IIII OD ,i _ A fI fI2UI / ,........4 EXISTING ' /% xi F- , FOUNDATION :-' EXISTING DECK RAISE DECK WITH HOUSE. - — /'// /// . fix.,',"„:4 - INSTALL 4X4 ACQ POSTS4 TO EXISTING PIERS(iYP.) Thr , ' i s '`�y' . 0 4 -O O O o a CROSS SECTION Ai ' , , ;; Y DRAWN: MH/MS SCALE: 3/4" = 11-011 , ' *t y SCALE 1/4"=1'0" ..,. ?...tia JOB#: FOUNDATION PLAN BUILD UP EXISTING CONCRETE WALL -,,,,,y.., •' x,i, ',00- p ;'"'�+s rye' " > December 18,2012 SHEET NUMBER: HEIGHT (SEE DETAIL) (TYPICAL) : :.?-" _ ,° =' SCALE: 1/4" _ 11 A11111111 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING'WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHE1eOCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS WIND LOAD PATH C ONNEC TION AND C ONSTRUC TION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. „ire- a '�KING STUDS 1).- iis 1101/ ll RAFTER IN /.� WALL STUD :f^CEN . CRIPPLE STUD ." ' '.� � Y/1 BOTTOM PLA1E �� 7 `` „, �►".u► ' RIDGE .T BATHTUB " �,p°'. q1.�immemi. HEADER "111 LEDGER # IIDWALL � 1 ��!; `!` 1101111% DOUBLE JOIST '.� ` ` IISIDEWALL � ' Ir10 /, RAFTER ' �� JACK STUDS I .7 I� 4/1.4", • FLOOR USP NUMBER DESCRIPTION APPLICATION � �� I ii I1�� N 1 1ST, ADS5 HOLD DOWN COtJNECT TO 1 SIDE OF ALL CORNERS `` ANCHOR TO FOUNDATION W/ ANCHOR BOLTS CONNECT TO 1 SIDE OF ALL CORNERS ON BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR p 2ND. ADS5 HOLD DOWN BOTH HOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 1-1 ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18 a. SLOPE HANGER APPLY TO EACH RAFTER LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE e-1 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH 9 / N THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TFDO'WN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER 8LOC KIIIG W24'OC "1 WALL STUD - I I 11U 14 l"4 IN en M THROS SELROTO DEXHAUST t .1 m v--4°.' LOCATED BY COIJTRACTOR it �" a a METAL STRAP / 1114 „� V ZHANNEL � ti � �RI1A BOARD IMIIIIII AS REQUIRED .”, ooRAFTER L r �1I RAFTERSSILL PLATES) �� �; MAIIJTAIN sn♦ , ` VENTILATIONWOOD JOIST4 �'� 1111 UFOUNDATIONEEIIIIMII ' ,�, �,,� BLOCKING ` 1 MTOP PLATE BLOCKING 'Ii""', ++ 2x4 LEDGER ' iSTAPPING TO BE ATTACHED TO WALL STUDS C�h8"OC ` \� 2xa SOFFIT JOIST ,, .zAND ALL WINDOW/DOOR OPENING JACK STUDS ,-•S',114 ATTIC SHALL BE PROVIDED WITH A FASCIA �, MINIMUM NET FREE VENTILATING AREA ' GUTTER '� lII FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION • WALL STUD41 NOT LESS THAN 1/150 OF THE AREA OFfib I . THE SPACE VENTILATED. ALL OPENIIIGS }' WOOD GIRDER i ' INSTALL 4'0" O.C. /i SHALL BE COVERED WITH CORROSON - 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS ,� RESISTANT METAL MESH WITH MESH CONTIN. SCREENLYWOOD ED VENT TP i ON ALL OPENINGS •' OPENINGS OF '/, INCH IN DIMENSION. CONTIN. SOFFIT/ EXT. PLYWOOD • INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS ..` ♦ CONNECT TO ON ALL OPENINGS ,/ '�: 4" - 6" RAFTER RT10 10-3/4` x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. ''/ CONNECT TO OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS �•� / 8' - 12" RAFTER RT20 21-1/8" x 20ga. TFDOWN ANCHOR EACH RAFTER Z ON ALL OPENINGS rn 2ND. FLOOR WALL / , O I:4 L'LILIL'Lll . • H RAFTER - 0 /\ '14111411111111111Ni. 1-1 111‘41, Q �t�� �'• �.: 4 WOOD JO15T �II rT C/) II J II II TDP PLATE .7 / , 'y' ' W ZQ' �, 4GIRDER/HEADER 1.:.,.I Ad 11 O rrr--U 1ST. FLOOR WALL STAPPING TO GE ATTACHED TO WALL STUDS(048"OC L. '44 0 WOOD JOIST � �� '' ~ AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD FL FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ' g +Er-/-��].. INSTALL 4'0" O.C. f-+ 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION ON ALL OPENINGS CONNECT EACH ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED NCH Cn O INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATETHE PROPER STEEL CONNECTOR. IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS / ON ALL OPENINGS PLATE WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE ''.'''' \<Z:= TERMITE SHIELDI T SILL GASKET /'<%*1° '''s' , • TYR CONC. FOUNDATION CONI6tAIL. PO. SLABLY " ►v DAMFPROOF EXTERIOR A . Va I 7.- 6MIL POLY ON EXTERIOR 1' • GRANULAR FILL 'a • %` t ; y A • STEEL COLUMN " v a t ^ ♦ COIJC. SLAB r`•"Jf , syr. 1.6.Q•. v `� ,—°� /liti r ` .eT �COMPACT FILL '♦" �♦KEYWAY FOOTINGV w ,� •. Q,O •. L ^ •CONC. FTG. USEWTH3x3 SQUAREWASHERS1,4 ♦ 1 }ANCHOR BOLT COIINECTION DC Z.:� .;-� �' • (USP LBPS53 OR BP583) Lim," ` _ REINFORCING BAR O DRAIN TILE J• V :i ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT. I Q ,SUPPORTING _ MAXIMUM SPACING t . W SILL PLATE TO FOUNDATION 1 STORY 72" OC z Q (CRAWL SPACE OR FOUNDATION) O SILL PLATE TO FOUNDATION Q O TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. (CRAWL SPACE OR FOUNDATION) 2 STORIES 36" OC C = WHERE NEEDED FOR STRUCTURAL BRACING. WALL BOTTOM PLATE TO FOUNDATIONOC •••••11-2 STORIES 57 � 0 (SLAB ON-GRADE) " CONC. SLAB 'I/ =—if SUHfLODROco DU6X6 10/10 WMA IDOOR FRAME COMPACT FILL _ I DOORGARAGE _01 J015T II IFSR 2XO �STEEL BEAM FOR BLOC KOUT ' -qtr.{'*' ,k'^��y�, 4011)' 4" SLAB y,,av*; $ in ,. . �► W/ 6X6 WMM4 SLOPE �- �e , P.T. PLATE le. M q�,• ♦ Q, ..° y 4"DRIVEWAY NOTCH JOIST AND ADJUST H , '•" AS ...♦ < 1 ` _ (WTH A NAILING PLATE IF --'6f:Bar, r', - . : ,.c • a. •'�' ♦ Jr� • D s p •• ••• •. •• TO BE APROX. 1/2` OR HIG F .• I ti' A hs" C.'AD r Ht Q •L`l���a : • ° • • ( STEEL BEAM TO ALLOW FOR -I ,,r r " �• it a a ar- -. ws ��►.� �• • • •• t t ,' ,a 'At'Q C,.« • •_ a • a •-a .-• A -•••, a • O•• • . ° 0i �so..0 PROVIDE STRAPPING TO KEEP i GN .1 j+++�•+)! ie _ _ _ • s0 4 _ •E 1 t'.7'". a•, • DRAWN: MH/MS _ vet 6X6 W.W.M. • i •• C s ► � =II • i s. mN. * e'V 4 •Q r•c " °11.a a II% a A• •• IF�\� 1'• a a . • 11 I' 't�„�1 4 * SCALE: I/4"=P-0" �' 4 s#"`r REINFORCING BAR -�� J O s S s^ A D • REINFORCING BAR i . - - - Q$$�• DRAIN TILE 1®—�• . , 1 •- •, a t / Jw E'er 12" 1 •• • �L O j STEEL��M December 18,2012 1 •per,-..•r..x-gr-•i- ,. +fir PI,; , � kA) SHEET NUMBER: TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING EARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. • •- \ ��� ������ „ ''^ Acs REINFORCE FOOTING WITH (2) /F4 REINFORCING BARS. :.P,,,;,,;,, ,,, ,�r�s% GARAGE DOOR BLOC KOUT � [[41 ....4 PAINTER TO PRIME AND PAINT AU.DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANT'AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS.AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEtTkOCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM MINERS. REVISIONS GEN E RAL N OT ES WIND FRAMING NOTES NAILING SCHEDULE ►------- PLAN CONTENTS- . 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING:OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of l0d common nails required JOINT DESCRIPTION QTY SPACING NOTES BUILDING HEIGHT (SEE PLANS) CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOP PLATE 10'WALL:4-8d COMMON RAFTER TOE-NAIL I).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) CEILING JOIST 8'WALL:3-8d COMMON EACH intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TOE-NAIL for generallyacceptedgood buildingpractice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST P P PRESCRIPTIVE AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE AND , State buildingcodes.The General Contractor is responsible for providingstandard or trusses shall be attached to the wall topplate and the wall topplate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA P 2006 SBC HIGH WIND EDITION,WOOD FRAME CONSTRUCTION MANUAL ♦ ' 41IIe r construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL ) "► sound and a weatherproof completedproduct. shall be connected with uplift connections in accordance with table 3.3c. FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES i o 4.t: rP P P CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE °� OVER PARTITION WFCM-SBC LAP NAiL EXT.BALCONIES 60 __ 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: MOM COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING • 2-8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) ROOMS(OTHER THAN (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL SLEEPING) 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 0 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAiL GAURDRAILS(ANY DIRECTION) 200 N construction means,methods,techniques,sequences,orprocedures,or for safetytheplate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES q q P PP QTY. SPACING (DESIGNED FOR CAT.C) ' en precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY TOP PLATE TO PER FACE NAIL specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, 2-16d COMMON "' •N TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION tj �l m m anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all rn � (ROOF-FOUNDATION) DETAIL PAGE&GENERAL NOTE PAGE 3- `'� M " 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE m H 4-16d COMMON X w INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE - 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: L STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WiNDOW SCHEDULE L •ti IQ or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMON P PP attached with 8d common nails at 6"o.c.at the panel edges and 12"o_c.in the field,and STUD O.C. NAIL Sym.: r 0 q+ FiRE PROTECTION 7).The General Contractor is to consult with the owner for all built-in items 1/2 inchgypsum wallboard on the interior attached with 5d cooler nails at 7"o.c atpanel HEADER TO 16"O.C. FACE SEE FLOOR PLANS +�, 2" �uFJ 16d COMMON (SMOKE&CO2 DETECTORS) 1. such as bookcases,shelving,pantry,closets,trims,etc, edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL y, CI ,_, in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STiCK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK o: 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: -6.F-'• FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO: FLOOR JOIST,BAND JOIST, 2-16d COMMON PER FACE NAIL CLtMATiC & GEOGRAPHIC DESIGN CRITERIA " length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. FRAMING SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7).INTERIORSHEARWALLCONNECTtONS: FLOOR •FRAMING: HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil. NAIL NAIL interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 LBS. 120 8 SEVERE 3 FT. 70 HEAVY MODERATE 11 YES 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE 4-13d COMMON • concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE ►-i 4).Any new concrete walls being attached to existing concrete structure shall 2-8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE F-1 with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD O Up BLOCKING EACH TOE (24 5).Unless otherwise noted,all slabs ongrade to be 2500 p.s.i..Concrete to be 2-8d COMMON 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON 6"O.C. SEE NOTES:1,3 ~ TO JOIST END NAiL @ E "V poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1 BOTH FIELDS) Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6"O.0 8d COMMON 12"O.C. ( CA to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with g 3-16d COMMON t NOTE:2 FOR PANEL 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL P* W along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:1,3 F--� w 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMON JOIST NAIL NOTES Z0 8x16 cast iron foundation vent for every 150 sq.ft.of area. JOIST ON LEDGER PER TOE 7).Dampproof exterior of foundation with bituminous coating as per section R406 of DECK AN D COVERED PORCH NOTES: TO BEAM 3-8d COMMON JOIST NAIL O Z N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1)_Unless otherwise noted,all framingmaterial to be#1 ACQpressure treated lumber. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. BAND JOIST PER END 4-4 Cr) the belowgradeportion of exterior wallsprior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. 3-16d COMMON g TO JOIST JOIST NAiL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to eachpost with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. w Q V J SiLL OR TOP PLATE 2'16d COMMON FOOT SEE NOTE:1 o•-•1 E...4 1--.i Girders onre concrete piers shall be anchored with proper steel connectors anchored 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. g [�+ FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. ROOF SHEATHING: For framing members with<0A2<G<0-49,the nail spacing shall be reduced to 6 inches o.c. „, 1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL Z Edition Wood FramingConstruction Manual. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For (3� 0 Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. w below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. U1 H 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: 1-1 Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING- NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAiL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION QTY SPACING NOTES:1,3(BOTH FIELDS) 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. 5d COOLERS INTERIOR ZONE 8d COMMON @ Bearing wall headers to have(2)jack studs and(2)full length studs on each side of allWALLBOARD 10"O.0 O.C.FIELD @ 6"O.0 8d COMMON 12"O.C. SEE NOTE:3 openings.LVL headers to have(3)jack studs and(2)full length studs on each side of 6).Concrete piers shall be a minimum 6'above grade. openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall WALL SHEATHING: NOTES 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fireto girder(s). JOINT DESCRIPTION NAIL NAiL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 5).All flush beams/headers to be installed with heavydutygalvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1).For wall sheathingwithin 4 feet of the corners,the 4 foot edge zone attachment requirements shall g PANELS 8d COMMON WFCM-SBC g q anchors where applicable to all connecting joists. PLUMBING NOTES be used. 7/16"OSB 6d COMMON 3"O.C.EDGE 6).Double up floor joists under walls that run parallel to the floor joist and under bathtub.. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD b"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with (1..) Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. Cl) 5d COOLERS on plans. WALLBOARD 10"0.0.FiELD >- 7).Provide 2-1-314"thick microlams(height to match floor joists)around stairwell and/o• 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. Z other access openings unless otherwise noted(typical). FLOOR SHEATHING: NOTE: III 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Z Z provide adequate bracingandplates toprotect and secure the structure.Vert with the JOINT DESCRIPTION 8)_Dormers running up roof rafters are to be supported by double rafters on either side q QTY. SPACING where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. Q 0 8d COMMON _ 1"OR LESS 12"O.C.FIELD 9).Provide blocking bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists HVAC SYSTEM NOTES 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. V under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH 2-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. p requirements. 3).INSTALL 1-Co2 DETECTOR iN ADDITION TO SMOKE ALARMS PER FLOOR. " 00 D 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF O V needed. Section R602.8-FIREBLOCKING REQUIRED 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. equipment supplier. Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir1).Nailing requirements are based on wall sheathing and to form an effective fire barrier between stories,and between a top story and the roof space. CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.if wall sheathing Fireblocking shall be provided in wood-frame construction in the following locations. Contractor and owner for final review and approval. is nailed 3"on center at thePanel edge to obtain higher .1,11:.�w' 'N 12.Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloorspaces • 1 In concealed s aces of stud walls and partitions,including furred s aces,at the ceiling and floor u. �.,..x4" 4 "s%z ELECTRICAL NOTES: shear capacities,nailing requirements for structural )• P P g P S e✓�t. „",,A`► ; adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed members shall be doubled,or alternate connectors, levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 "4..14;.%. °"",, "�it\ over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain load path. feet.Batts or blankets of mineral or glass fiber shall be allowed as flreblocking in walls constructed ,t '?• �, r ' 1).All electrical to be installed as per N.Y.S.Residential Construction Code. y r'1 #'rfN*� �,; using parallel rows of studs or staggered studs. w,"k.. �e"e.4t 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 7 �+' ,; "'�°? { 2).When wall sheathing is continuous over connected i,; -i.r: > w . ,` ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. _" �, members,the tabulated number of nails shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 1.'4 :' ,u.ti.';., • DRAWN: MH/MS to have regular 1/2"sheetrock-All walls to be taped and finished. I ..4-,.',„,k2!r A 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 to be reduced tol-16d nail per foot_ drop ceilings and cove ceilings. ,, - +s•e l SCALE: 1/4"=l'-0" 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or of N.Y.S.Residential Construction Code. �, 3).In concealed spaces between stair stringers at the top and bottom of the run_Enclosed spaces , •, ,`may* "s g , JOB#: approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM ,. • torch down type material over. under stairs shall comply with Section R314.8,N.Y.S.Residential Code. - 41" : December 18,2012 14. k:. l22 SHEET NUMBER: 16.All sill plates and wood in contact with concrete to be pressure treated.Sill plates to 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of ,re- l'•/,?:.-xr "cel - or'' be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. flame and products of combustion. -='•-,-.e„.•`,...::',..:.. 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. A NM 5 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD COMMONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPAR t ritNT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH FI FCTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHhoipOGKING AND SHALL SECURE THE C or 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. 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' .'(•., ,',`';' .,-`X „ ,'-‘,;''. ,:L' ,-.!-';'"r EL.5.5' !ID CD H CO 0 EXISTING RIGHT ELEVATION PROPOSED RIGHT ELEVATION 0 SCALE: 1/8”=1' SCALE: 1/8" = 1' 0 --- , . tc6.› 1 trillt ,— 1 ", 1 ' v%l• —‹ 4 ji ,.. ,..3.3'- • 1. ' ''• ;20_,,:, - , LI, 1. I k 41-4':74e - :*1"...*- DRAWN: MH/MS ..3A.1 •g'"A: '1' 0000 - rt:'.- CD i ...., SCALE: 1/4"=E-0" 1 / , , _ , :',•-• ';'`.;.4,--, ,iko , , . • d. t) ( - 1: : O'. ---- L,..3 , s If JOB#: • ...• (• '. ‘•'' -4,7... *,.. i - A l' .,...,"' 6 ' v -7 '' ... , . March 13,2013 .. • ,, . •.'' .:; ii-lf d „ ,-, - . ;., 4s-4.., .i SHEET NUMBER: t,-;-* . . ” C. -T144-,‘„,.''';'• .--'g‘-, ,.,-.,.:'41 ' , , ,,---, ••••-; - • _ ,,,, ,„, rTh A''' , .). . , . PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHES Ea OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING UPTH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR 51-IALL BE RESPONSIBLE FOR ALL BUI\ NT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND I-IVAS PRIOR TO INSUG IN LATINAND SI-IEETROCKG AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PA JUNERS. .., 44 8 .1., ct; ) ( - () REVISIONS FR 1/4W Iiii.Pvii ,,,,,t4•,,,,c,‘;_... ...4,:4 ..► il1L0.Q © . It© Nenenn _ AIM.illbUlI & = .._..–.—. _....__ CI'-/rserclw\:gCWIIA'11- :_- -----_ 7lrOrrrAr1"�. ._._......_ .�..�_-�.__.— a - _ t`. 1L), . -_ �A' V r r I,r,J1 .w_n ':— a- .. 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ROUSW ELECTRIC,pLUMSING,AND I-1VAG PRIOR TO INSULATING AND SHEElI CCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISION5 -- I ,41:101410,,A&:;1_maimes.r.d.17.0;,*:r'14i,',,./..:f:%11,0,sib 41 DECK _ii ISI Ii II ' i t �, f1 ro , ▪ U 1 N M m li 1 P....4 t m H j z U R. t, `j+ I U m I -- I C• , I r' I 0. p I f 3'-1" x 5'-101/2" BEDROOM / I c0 / / 1 cN / W D I ///////�I/J / ' Z I Ci)61) L----'el ,,,,, r O I 0 11 II) I I Z Q d pg O "V a (i, c/1 0 I o BATH = O DN , H 1 i ' z 1 I __ ww I V r L-----1)) . g g up H e.i =.1 L7 �� a 0 BEDROOM, ,I [ i 1 1 UP ri) ' I ciii1V I j BEDROOM I I I 1 1 I I 4I) Vn O Wz I - - I M W II I , I ' z Li I o I o o 1 1 ¢ _ 1 1 1 1 I I 1 I 1 U I , co 0 I 1 ' I O ,:14:::,,,%19Pc".4':','," ;--1 CCi 0 1 • r T 1 V I :. 7.:-:-.,., r 4#Y: �� / 1 -•° k",,.. v DRAWN: MH/MS ` SCALE: 1/4"=1'-01, i ' JOB#: ItIt ` . �! 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SHEET NUMBER: Ity�� p�''.lU .> SCALE: 1/4" = 11 , ,,,,,,,, :„,„;.,-.:,,--- A �w;T.„,„.,: A 2 t_ PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER`S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK, DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR bEl IVFRY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. „CasµE!=CTRIG,PLUMBING--,AND HVAC PRIOR TC INSULATING AND SHttTNOCKINCz AND SHALL SEClJ2E THE C of 0 PRIOR TO DECEIVING-FINAL PAYMENT FROM OWNERS. REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4"MAX. '4 4"MAX. 4°DR.MAXIMUM - b 4"D .MAXIMUM I I _4._ 111 i POST G " GIRDER/HEADER j 1. + 1 r/ il 111 ` POST/COLUMN •+ i, i ii n 12'x12"x12" • r C [ I thum ] CONCRETE FOOTING + ! ! � '•. • - ll Il DECK POST--FTG.CONNECTION DECK/PORCH RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION POSE =CGI^ ?ODE2AbER CONNECTION 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTINGcs $TATA RAILING 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING cw USE MIN.(2)1/2"DR.GALV.BOLTS WiTH WASHERS AND NUTS 1-1/2"SPACE r U MINIMUM HANDRAILS s� -++ o } 1 GIRDi Fi tT v w POST �1 a; 11 el GIRDER/HEADER V/". `• ....: ro POST/COLUMN ' i l' _ RIM/DECK JOTS? �� BALUSTERS ' CONCRETE PIER 7•" o OPEN BALUSTER A1TACHED TO WALL HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAIL HEADER/GIRDER-TO-POST CONNECTION SHALL NOT BE LESS THAN 1-1/4°NOR MORE THAN 2"IN LOCATION USP NUMBER DESCRIPTION APPLICATION CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDER/HE/DER TO POST/COLUMN CONNECTION (3)BEAMS PAU66 OR WE66 POST/BEAM ANCHOR (APPLY TO EACH PIER I Efl FLASHING TUCKED UNDER EW" GIRDER/HEADER 'lli000.o.. 1/ TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. i PIECE OF SIDING BELOW Z 0 UNDISTURBED SOIL �T� 2-1/2"DIA.LAG BOLTS W/WASHERS LAY PLASTIC BASE DIRECTLY ON W EA CONNECTED TO BLDG.@32"OC , UNDISTURBED SOIL(ORGANICS REMOVED) �a- LLVEL BASE STAIR TREADIIII47S��. FIT CONSTRUCTION TUBE AND PLUMB f"' POST/COLUMN IPB f _ _ BRACE TUBE fl ►_ Ali FILL AS PER MANUFACTURES'INSTRUCTIONS W RIM HOARDI�.1,�1 Q ,�,,.- Fl70R FRAMING • 14 STRINGER X11 `•-101 I 1 2x JOISTS 111=iii=►11_r= —1=,�_ —111_111= C4 Z M+ RIIITT:11C RIII-111 IE11101E111E11 BLOCKIIC,FOR '! •e - JOiST HANGER U Ui(ROLTS I POST-TO-GIRDER/HEADER CONNECTION / •4 LOCATION USP NUMBER DESCRIPTION APPLICATION RIM JOT/BD. • 4x4 SOLID COLUMN P3544/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN a• DISTURBED/POOR 501EP4 H /01 Er 21 STRINGER TO DECK/PORCH CONNECTION 6x6 SOLID COLUMN P8566/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN LAY 4-6"LAYER OF CRUSHED STONE OR QLI Z HOLLOW COLUMN SIMPSON STRR1/2 H.C. ANCHOR APPLY TO EACH COLUMN DECIVPORCH LEDGER CONNECTION LEVEL 0 LEVEL AND COMPACT BY HAND v LAY PLASTIC BASE ON COMPACTED GRAVEL LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB 11111111111111111 BRACE TUBE 1 FiLL AS PER MANUFACTURES INSTRUCTIONS \`` a r g Al ) i=11(=111=Iii=111=11 Til=iii=in 111= i, _ill=iii-1IMII-111 IIMIIVIIVIIMI a+ 4h, ;. WOODOlST 3 Al WOOD JOIST `I JOIST11111111111111111114N11:111111411111111141111111j1"11' {,4' ELOCING ` I, - Ii CONC.PIER FOOTING �r _'"� BIGFOOTSYSTEMS FOOTING FORM /�GIRDER/HEADER ItN"' O + ���`t li Its ACCORDANCE WITH SECTION 104.11 OF N.Y.S.RESIDENTIAL CODE THIS DESIGN 1,,� COMPLIES WiTH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS WOOD JOIST fl GIRDER/HEADER ' 2-1 JO WOOD CIDER i'I '� 1 AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT PRESCRIBED IN THE CODE. >•" THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT G JY Z FLUSH JOISTS WITH HEADER/GIRDER !� ' SPLICED JOISTS OVER HEADER/GIRDER ACCEPTABLE FOR USE IN N.Y.S.BASED UPON ICBG EVALUATION SERVICE REPORT 0 ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN. IA Z ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH • . •1 • t ■ •• Its t ROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND Q 0 THE PROPER STEEL CONNECTOR. TYDOWN ANCHORS R USE WITH T1D IF ABLE,SET FIR JOISTS APROX.1/4"HiGHER THAN LVL HEADERS LOCATION USP NUMBER DESCRIPTION APPLICATION › U) Q TO ALLOW FOR SHRINKAGE. JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST Q 00 D DECK& PORCH NOTES NAILING SCHEDULE /1 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. NAIL NAIL �•i All fasteners,hangers and anchors to be galvinized or stainless steel. JOINT DESCRIPTION QTY. SPACING NOTES JOIST TO: PER TOE 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. 4-8d COMMON Girders on concrete piers shall be anchored with proper steel connectors anchored SILL TOP PLATE OR GIRDER JOIST NAIL into concrete with a minimum 1/2"dia x 7"longanchor bolt with washers and nuts. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA BRIDGING EACH TOE ? >t=...y%":;<,. 2-8d COMMON a-; y. ,�:;>»•,:, TO JOIST END NAIL "`��'-' S� ' GROUNC WIND SEISMIC FROST WINTER ICESHIELD 3 e 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. FLOOD BLOCKING EACH TOE i SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMENT 2-Bd COMMON .+Jrti� 4 Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall HAZARDS TO JOIST END NAIL w �+ . '� be 4 ft.below grade. LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED u3 N .! BLOCKING TO: EACH TOEk � ! 45 LBS. 120 B SEVERE 3 FT. MODERATE (GNI TO 11 NONE SILL OR TOP PLATE 3-16d COMMON BLOCK NAIL % '. 4)-Deck joists to have blocking at 8'0 o.c.. TO HEAVY ODERATE r ' g4 - LEDGER STRIP EACH FACE '� u. i ►-;s $f` T. 3-16d COMMON DRAWN: MH Y MS 5).A minimum of 10 inch flashing shall be installed between the building and ledger. TO BEAM JOIST NAIL I1n: `''.<' Ledger to be fastened to building with 1/2"dia.bolts with washers and ruts JOiST ON LEDGER PER TOE .14V. -1^'- otic., ' gf. SCALE 114"=1'-0" TO BEA"A at 16"o.c. 3-8c1 COMMON _ JOIST NAILS ' 14, BAND JOIST PER END t'.i' 0 t JOB#t: 61.Concrete piers shall be a minimum 6"above grade. 3-16cl COMMON - TO JOIST JOIST NAIL May 22,2014 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored BAND JOIST TO: PER ,��a �' kk" °i SHEET NUMBER: to girder(s). SILL OR TOP PLATE FOOT } -ii•- ' y-5 Ty j pP g 2-16d COMMON TOE NAIL ,4rr, ?k .� #�i'� .'+yam"Z, �i� 8).Use Simpson hangers and anchors with 2-MAX[ripple protective coating or equal .'..1.'o,;;;;;±, _1••` '�'" ''''E'- for any contact with ACQ. A., 3 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT'OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS.AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BF INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB car.INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMFIT OR CONTINUATION OF WORK. ROUGH Fl FCTRIG,PLUMBING.AND HVAC PRIOR TO INSULATING AND SHEETROCKIN,G AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS.