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HomeMy WebLinkAbout38885-Z :Wv goFo4coG� Town of Southold 4/23/2024 P.O.Box 1179 o _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45121 Date: 4/23/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1030 W Lake Dr, Southold SCTM#: 473889 Sec/Block/Lot: 90.-2-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/8/2014 pursuant to which Building Permit No. 38885 dated 5/14/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: partial demolition and reconstruction, including covered porches and dwelling raised for flood compliance,to existing single family dwelling as applied forger ZBA#6727, dated 3/20/2014. The certificate is issued to Schafer,Joseph&Cynthia of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-14-0017 01-28-2016 ELECTRICAL CERTIFICATE NO. 38885 07-28-2015 PLUMBERS CERTIFICATION DATED 08-22-2015 John M. Kubisa Autho ed Signatu e rFo TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE ay • SOUT.HOLD, 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#: 38885 Date: 5/14/2014 Permission is hereby granted to: Schafer, Joseph & Schafer, Cynthia 8 Eagle Ln Manorville, NY 11949 To: Additions and alterations (and raise house to flood compliance) as applied for per ZBA and Trustees with flood permit. At premises located at: 1030 Lake Dr, Southold SCTM # 473889 Sec/Block/Lot# 90.-2-3 Pursuant to application dated 4/8/2014 and approved by the Building Inspector. To expire on 11/13/2015. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,103.20 CO -ADDITION TO DWELLING $50.00 Flood Permit $100.00 Total: $1,253.20 Building nspector 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. ,��ly/L e5 New Construction: Old or Pre-existing Building: (check one) Location of Property: 1p3o LYF,57- <4Z�44D /1/(� 48V� House No. / Street / Hamlet Owner or Owners of Property: ewy Suffolk County Tax Map No 1000,Section �26 Block Lot 3 Subdivision 2 pQ�IC AS-CCJ,'1(T7o"r Filed Map. D Lot: Permit No. Date of Permit. Applicant: /a'��� (f � Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ /�Applicarn ure pF SOUj�,olo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �Q roger.riche rtO-)town.southo Id.ny.us Southold,NY 11971-0959 C4UNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Schafer Address: 1030 West Lake Drive City: Southold St: New York Zip: 11971. Building Permit#: 38885 Section: 90 Block: 2 Lot: 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: ITZ Electric License No: 31304-ME 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 Addition X Survey Attic Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 72 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 12 Wall Fixtures Smoke Detectors 5 Main Panel 200A A/C Condenser 2 . Single Recpt Recessed Fixtures 81 CO Detectors Sub Panel A/C Blower 2 Range Recpt 20A Fluorescent Fixture. Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 20 AA Switches 74 Twist Lock Exit Fixtures TVSS Other Equipment: 2- COMBINATION SMOKE/CO DETECTORS, 29- Incandecent Lights. Notes: Inspector Signature: Date: 28-Jul-15 Electrical 81 Compliance Form.xls *pF SO(�ryOlo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �l� i� couffm BUILDING DEPARTMENT 'r-' ! TOWN OF SOUTHOLD � l �I �I L� D EC 1 4 2015 I � CERTIFICATION Date: 4� Building Permit No. Af 31541?0-5— 11/13//S` Owner: (Please print) . Plumber: )A\v\ U' \ 6 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. av�I (Plumbers Signature) Sworn to before me this r"j'O d of A-v o S� 20 1 DEVON J SCONZO f Notary Public-State of New York 6 No.01SC6098358 Qualified In Suffolk County My Commission Expires Sept.08,2015 Notary Public, ���� IL County ho��OF SOUTyolo ®�-'`„1 ycOUMY,�� TOWN- OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION -1ST [ ] ROUGH PLUMBING [ ] FO NDATIOa- RAMING [ ] INSULATION [ F TG [ ] FINAL [ ] FIREPLACE [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLA ON [ ] CAULKING REMARKS: " t DATE v ° r INSPECTOR �"� hO��OF SOUlyolo • ao cOUMY,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT N [ FU NDATION 1.ST [f ROUGH PLUMBING NDATION 2ND [ ] INSULATION MING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE V194ATION [ ] CAULKING cy e e REMARKS: DATE INSPECTOR / OF SO(/Tyo�o b u c utm,N ' 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: DATE INSPECTOR OF SOpj�o cOUNi`1,N TOWN.OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI [ ] FOUNDATION 1ST [ ] GH 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: G DATE �'� INSPECTOR / OF SOUryo! 1> S cOUNi'I,N _TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION .-` [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) �/taECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTO cOUMY,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION '. [ ] FOUNDATION 1 ST [ ] ROUG UMBING [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING t REMARKS: Per— G-,�`,� %cam►_ � �v�+/�. /���ro��" DATE 7130 INSPECTOR a 1 v w '^ F _ � _..........a......._..��..�-, :. ...�. .�....�....�..._....,...........-,e.« ,.-....,....«�.,«............�„�.»........,,.,....�»a.,.....«,4 '^»•,fir M mom,...i+ M/• aw�.r.+s. ...»....»..++e...».............»_......,.-.....,..`.�.«.�..�...�w.�wwtV:3e•'af„ ze' i!� OAS 'rA r low / ol 1cAIc- a �1 f f r f ` r� s ty 1� F' A y` f f/ •.w e w +� r 0 .,,, https://uv�c.v,ebmail.optimiun.net/en/mail.html?Iang=en&laurel=on&cal=0 1/2 Ct 0 A Michael Drake ---------------------------------- Professional Engineer License' - #06.9543 -4619 Ca ' e Island.jptm'Babylon,NY 11702 (Ph),.631 893-9213 (FX)63 1-,669-9404 captreeislano@aol.com July 25,20 14- RE: Schaf&Residence 1030-West Lake Drive Southold,NY 11971 To Whom it May Concern: .1.) This is to:certify the new pile installation r c ion.for the above.referenced project. The Timber piles are A set to a minimum.15 ton bearing capacity and has been installed with tip at-10 M.S.L. and complies Nvith the 2010 N.Y.S. code. Ifyop have any questions concerning-this evaluation,-or if Nve�can be ofassistance in other matters,-please do ac It 63 1-8937o9213, -Respectf til j,':& A, Michael J. Drake Jr. E 0 k, IM CC > 11) > z LLt 4 Q5 - D C E y E7 J U L '2 2014 BLDG. DEPT. TOWN OF SOUTHOLD 14 Capiree Island gar,4619,Babylon NY 1.1.702,631-9914213J-61-669-9404 capireei'sland 0.5116L.CoM JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET RIVERHEAD, N.Y. 11901 NYS LIC. LAND SURVEYOR #50202 To Whom it may Concern, Please accept this letter as my assurance the the house at 1030 West Lake Drive is in the same location on the property as it was before it was raised onto piles. Si 1 , NEIy yo 9 o� 50202 PJ� `sue LAND 9J V0000 p E Cc E AUG _6 2014 BLDG. DEPT. TOWN OF SOUTHOLD CHITECT M ARK SCHWARTZ &ASSOCIATES 28493 Alain Road•PO Box 933•Cutchoguc, NY 11935 631.734.4185 I www.mksarchitcct.com January 29,2016 _ FFr. Southold Town Building Department P.O. Box 1179 Main Road 1 I , I E E B - 2 2016 Southold,New York 11971 _ r i Re: Shafer House 1030 West Lake Drive Southold,New York y To Whom This May Concern: I have been to the site and reviewed the Pellet burning insert stove at the existing fireplace in the Living Room. A new stainless steel flue has been installed into the existing chimney. I hereby certify, to the best of my knowledge,the pellet burning insert and new flue have been installed as per manufacturers recommendations and meets or exceeds NYS code requirements. Please call this office if you have any questions or require additional information. Very trul�yo rs, 0- Mark Schwartz ' AIA Member American tnslilutc of Archihclure AN MARK SCHWARTZ & ASSOCIATES 28495 \lain Road o PO Box 933 G Cutchoguc, \'Y 11935 631.734.4185 1 www.niksarchitcct.com February 02,2024 Southold Town Building Department 54375 Main Road Southold,New York 11971 f D Re: Schafer property 1030 West Lake Drive I`` U Southold,NY `d F E B 1 4 2024 19UHIDING DEPT. To whom it may concern, I have been on site during the construction phase for the additions/alterations. The break-away walls have been constructed as per plans and to the best of my knowledge,meet or exceed FEMA and NYS code requirements. Please call this office with any questions you may have. Sincerely, 6 Mark Schwartz AIA I ,+ HITEC T' MARK SCHWARTZ &ASSOCIATES T� ----2819.5 A lain Road• PO Box 933•Cuu'hugut_N1; 11933 631.734AI8.5 1tia :ntlsarchitcit.cunt March 06,2024 Southold Town Building Department 54375 Main Road Southold,New York 11971 Re: Schafer property 1030 West Lake Drive Southold,NY To whom it.may concern, I have recently been on site and reviewed-the existing conditions. The propane tanks are strapped to the Concrete pad with steel cables(see photo attached) and to the best of my knowledge,meets or exceeds FEMA and NYS code requirements. Please call this office with any questions you may have. Sincerely, MAR _ 8 2024 Mark Schwartz AIA PLUMBING WE "W'S INSULATION STATE ENERGY CbDZ Wl��.- 1l 1 W AR W =. Z!! -5 r s 1 1 SUMlLF AD am. {.�►• 7 mill �WAI OWN s TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT.. =Do yoii,haver or:need the:following,tbefore applying? TOWN HALL 'Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 ;Planning Roard'approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net •PERMIT NO. :� ,'Check . x Septic Form N.Y.S.D.E.C. D Trustees Flood Permit Examined 20'' �`` `' APR 8 2014 Storm-Water Assessment Form d onfacf: Approved 20 BLDGAEPT:' ^ >' TOWN OF SOUTHOLD Disapproved a/c Phone: Expiration' 20 4Building,Inspect9;; .,. �:.. APPLICATION FOR BUILDING PERMIT Y ....... . Date p � S 20 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. ;ri b. Plot plan showin.'g'locafion 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 nofbe commenced before issuance of Building er d. Upon approval of this application,the Building Inspector will issue.a Building Permit to the applican Such a permit, shall be kept on the premises available for inspectioh'througliout the work: u r` e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building ctor 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:d`aie:"If no zoning amendments�o other>-i?egtllations'affectirig the property have been enacted-iri:,the interim,the Building Inspector-:in Ly authorize,in writing,the extension of4heiperniit+for,ari addition six months. Thereafter,,a,new permitshall 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,C.opujnty,.I eau TYozk, andr other applicable,Laws,Ordinances;or oldr >vrl� Regulations,for the construction•of,buildings,.,additions,.or-altera#ions ar for removal,or{demolition:as herein described„The y•.., applicant agrees to comply with all applicab&e laws,;oidinancesbuilding,code,'`housing.cod'e,;and regulations, and'to admit authorized inspectors on premises and in building for necessary inspections, .;....' - �, ,{, i, .•: r:;;' i 1(8ign` of appl(cant'or name,' f a'corporaiion) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician;=plumber`or build`er O Name of owner of premises - (As on the tax roll or latest deed) If applicant is a corporation; signature of duly a>ritfiori2ed"officer (Name,,and title of.corporate:officer) Builders License No:. Plumbers,License No. 7GD ,£• i;. t r :,,;.i�...c =r'rP r.'. :,, Electricians"License-No.TPD Other Trade's License No71Z%P 1. Location of land on which proposed work will be done: /oao W63 ITIW e&c Prz«6F- SlTtJ72d GLD - House Number Street Hamlet County Tax Map No. 1000 Section. " 1 Block Lot -� Subdivision Filed Map No. y Lot �/6 2. ;State existing.use and,occupancy,of:premises and intended use and occupancy of proposed construction: �- a. Existing use and occupancy /Z�`SiDc7 b. Intended use sand occupancy 3. Nature of work(check which-applicable).New Building 1Additi6n Alteration Repair Removal--` X Demolition Other Work lfGus't (Description) 4. Estimated Cost 78P ee QgA 6N� / � (To be paid on-filing this applicat ) 5. If dwelling, number of dwelling units .. L umber of dwelling units on each floor If garage, number of cars TGso 6. If business, commercial or mixed occupancy; specify nature.and extent of each type of use. 7. Dimensions of existing'structures, if any:.Front ' `' ''rT Rear �l"fr �T Depth Z��T Height Number,of Stories,' . 7Twd �.� Dimensions of same structure with alterations,•r a' ' ifions:•Front Rear °sue 6� g Depths° �� -�D = �a•�Height � �� Number of Stories �o 8. Dimensions of entire new construction: Front S-7• Rear Depth Height 3D'10' ...,Number of Stories 9. Size-of lot: Front � Rear 99' g`r� Depth 10. Date of Purchase 9 /6- 3 Name ofFormer`Oviner''p/ 11. Zone or use district in which premises are situated " s,l. ;i":. .. .. _got: _ i?•. Ir r., , , . 12. Does proposed construction violate'any zoning law,ordinance or r>egulatiori?Yl✓S x NO 13. Will lot be re-graded?YES X NO Will excess fill be removed from premises?YES : ?<,N.O. 14. Names. . . .,.• �"'r:''vr�1/f��f� ,. : •:�.; - •: .'`f of.Owner:of prerrffses`�:,::s�,Y#.r��r., ;;::..�, , �., 'Address:! o!!p�?�` �� ,Phone No.43�4,-306 Name of Architect >14j::# :Address�! 3',o:E�r�'':m ss Phone Name of Contractor TgP Address-, -Phone-No. r 15 a. Is ihis'property within�l`00 feet of a tidal,%e&iitnd'or a°fresl vwat&wetland?,*YES') * IF YES; SOUTHOLD`TOWN`TRUSTEES`&.D'E'�C;PERMITS.MAY BE REQUIREID.' ' g, �, i b. Is this property within 3#00 feet'of a tidal'wetland? ` YES'X "NO ' * IF YES, D.E.C. PERMITS MAY BE REQUIRED6' 16. Provide.survey,to scale;'with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are,there any covenants and restrictions with respect to this property? * YES NO x * IF YES, PROVIDE.A COPY. STATE OF NEW YORK) SS: COUNTY OF,,!�'fw1Kit ) ' being duly,sworn,ucpcses and says=that,(s)he is-the-applicant (Name of individual signing contract)above named, CONNIE D.BUNCH Notary Public,State of New York , (S)He is the No:01,BU6185050 (Contractor,Agent,Corporate Officer, etc.) Commleslon 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. Swor6 to before me"this 94-6 day of 20 Notary Public Signature of Applicant TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION_ CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey 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 Phone: Expiration 20 : (� Building Inspector_. LAN _ 2p14 PPLICATION FOR BUILDING PERMIT Date k , 20/ 1 BLDG.DEPT. INSTRUCTIONS TOWN OF SOUTHOLD a. This application'MUST be cbmpletely 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. Plofplan sliowing'location'oflof 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 issue's 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 withirr+8 months from such date. If no.zoning'amendments or other.regulations affecting the property have been enacted in the interh;thebiiildirig Inspector may authorize, in writing,the extension of the permit for an addition six-cnonfhs.'Therdafter,a new permit'shall be required. APPLICATION IS HEREBY MADE to:tlfe 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 demolitiomas herein described.The applicant agrees to comply with all applicable laws, ordinances, building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Sitpifre of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is'owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder l ,L�Iv7' /5 Owe✓ Z Name of owner of premises 4 -SGA'Wf� Gdlff�W"Wl 9- - /_*Fper (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name.;and` tie of �or'poraie officer) BuiI de'rs"L•i'censle"No Plumbers License No. Electricians License No. -1,"D Other Trade's License No.?OJT 1. Location of land on which ro osed work will be done: LA��� House Number Street Hamlet County Tax Map No. 1000 Section Block 11-7 Lot .3 SubdivisioQ��' 0iZ9A.4CL/ ,4i2i+C, flyY/Err-filed Map No. D Lot / 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy /ZF0/PeArr11` L b. Intended use and occupancy lZ�-%IP eW77rf4 3. Nature of work(check which applicable): New Building - Addition X Alteration Repair Removal X Demolition Other Work (Description) 4. Estimated Cost ?gyp 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 3 Rear Depth Height Number of Stories 7- Dimensions of same structure with alterations or additions: Front ;� �O StiRv�y/ Rear Depth Height Number of Stories ' 8. ' Dimensions of entire new construction: Front 5je—"_' �`R/ Rear Depth Height Number of Stories dD ' 999�7 9. Size of lot: Front � Rear Depth y 10. Date of Purchase 9 �6 Name of Former Owner ,DReSmw 0W1&?1N6w41 .Z22: 11. Zone or use district in which premises are situated /Z 12. Does proposed construction violate any zoning law, ordinance or regulation? YES X NO 13. Will lot be re-graded? YES X NO Will excess fill be removed from premises? YES X NO /;/, /L. &roes :' � `'� �e,g6Ge!FG,4A(,,0_= 3i. _''3.6 e 6 S< 14. Names of Owner of premises Addres"#v&P2v�//e ti Phone o. Name of Architect/hA/l1-'- $eA1W'¢'2?7— Address"`fgC_AWI 1*4f• Phone A34/ 736/• 4//84• Name.of Contractor Addres �0v / one No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X NO * IF YES, SOUTHOLD'TOWN,TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is-this property within300 feet of a tidal wetland? * YES_ < NO * IF YES, D'.E C'. PERMITS-MAY BE REQUIRED. 16.. Provide survey, to,scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point,on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO ? * IF YES, PROVIDE A COPY. STATE OF_NEW YORK) COUNTY 01��F0 being duly sworn,deposes and says that( ►VsNf �a � F (Name of individual signing contract)above named, Notary Public,State of New YOrk No.01 OU6165050 (S)He is the aV,07�2 Qua~to Suffo&County (Contractor,Agent, Corporate Officer, etc.) Comffimlw E Irou _Aprili4 c.=L— of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and..that the work will be performed in the manner set forth in the application filed therewith. Sworp to before me this _day o � 204 Notary Public Sign a re of Applicant TOWN:OF'SQUT$OLD bUILUllvv,rr-NLV1.11 n.1.1 J,1'-" ,.,.. BUILDING:°pEPARTMENT Do you have.or.need the following,before ap TOWNMAI-,'I ; ' Board of Health SOUTHOLD ,NY;11971 4 sets of Building Plans TEL: (01).765-4802. Planning Board approval FAX: (631)'765=9'502 - Survey SoutholdT6* N, hFork.net PERMIT NO.. . Check Septic Form N.Y.S.D.E.C, Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form Contact: 0 Approved ,20 Mail to: Disapproved a%c Phone: Expiration ,20 -- —� Building Inspector -o, 2-01 APPLICATION FOR BUILDING PERMIT Date , 20� BLDG.KEPT. INSTRUCTIONS .aFi�spTation MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans;,accurate.plot! Ian.-to scale. Fee according to schedule. b:Plot plan'sliowing1ocation of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways.;.. c. The-. rk-covered-.by this application may not be commenced before issuance of Building Permit. d.Upon'ap..proval'.of.this,;application, the Building Inspector will.issue a Building Permit to the applicant. Such a pe4f4-- shall be kept owthe premises.:available for inspection throughout the work. e.Nb,bui:lding"'shall'be occupied or used in whole or in part for any purpose what-so ever until the Building Inspector issues a CerGifcate`of.Qccupancy. f. Every_bu,ilding•,permit shall expire-if the work,authorized has not commenced within.l2,months after the date of issuance or lias=tiot-beeri..completed within 1,13-molths,froni such date. If no zoning amendments or'•other regulations affecting the propert"ha".e°l een•enacted in.the,int` fim-,the Building Inspector may authorize,',in.wrifl the.extension of the permit for an addition six mon'tls:'.Th'eteafter,a new permit shall be required. APPLICATION 4§'THEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone;Ordinanceof,thg'Town of Southold, Suffolk County,New York, and'other applicable Laws,'Ordinances or Regulations;_for tlie'construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to:corriply;u%ith all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized'.inspectprs`." premises and in building for necessary inspections. (Sigma ure of applicant or name, if a corp6rai16n)' Z' y. address o fcant) State whether.applic is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner o premises CY/YTiyj�A/VlJ �T D./L�,�iS� sr- !4, C22 (As on the tax roll or latest deed) If applicant is a corporation., signature of duly authorized officer (Name and=title bf�corporai" fficer')" Builders Licerise'No: _- L.•,iRrp ::,;;; Plumbers LicenseN:o Electrieiaris.':Licerise�No. TB,U • { Other Trades;Li'cen'se No. 1, 1. Location of,lan'&;o'n which proposed work will be done: House'Numbei Street Hamlet County Tax:-Map No: 1000 Section j 0 Block 2 Lot ✓�_ ' ;5;ttbdi��isiori :` y,�C Ly1J/y Filed Map No. r0 Lot l/6 2. State,existirg use;arid.occupancy of premises and intended use and occupancy of proposed construction: a. Existiri'guse land occupancy b. Intended:-;use and occupancy L 3`. Nattire,of.work(check which applicable): New Building Addition X Alteration Repair Removal- Demolition X Other Work (Description) 4, EM.imated'Cost` y'3/� Fee (To be paid on filing this application) 5. If dwelling;:rumiber of dwelling units Number of dwelling units on each floor D .'!/) Ifi:garage n,urnber of cars , W o LJ) 6. If business;-_commercial or mixed occupancy, specify nature and extent of each type of use. /✓�� 7. Dimension&of existing structures, if any: Front Rear Q/, 4r Depth 1� T He hi' Number of Stories_�L 'i�2� D.imensions`;of'same structure with alterations or additions: Front Rear Depth _ Height Number of Stories 8. Dimensiot s.of;erifire-new construction: Front ICf_ a ' Rear DepthifB# n 1104 t Number of Stories 9. Size ofj`ot :;Eror t AQ a AT Rear 9e M71,tr Depth 7Z aXyY 10. D'ate,of'Purehase: ::'-9 Zd 3 Name of Former Owner &P45`MjZ�i9,i°,�'/�1/C��GI✓_?� 11. Zone or°u'se':rdisfrict,,in which premises are situated �D .._. ,,.. F—n__ s`.proposed construction violate any zoning law, ordinance or regulation? YES�NO 13. Will lot be::re.=;graded? YES NO Will excess fill be removed from premises? YES NO 14..NamesLo f O-ner:'of-premises ZCHA�j&A Address Y * . one No. �1- f�E�4 _, N;ame`of Architect_ p,,�-ebt&f/,4�?,Tt Address one No C,�f �3��/8� .,. . Name of Contractor MW Address Phone No. 15 a. Is this;propertywithin 100 feet of a tidal wetland or a freshwater wetland? *YES )<NO * IF?:YE:S;'S.OUTHOt:D-TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is"Ahis property,within 300 feet of a tidal wetland? * YESX NO * IF YES,' D.E.C:'PER' ITS MAY BE REQUIRED. 16. Prod e.,.'1irIVX_ scale; with accurate foundation plan and distances to property lines. 1��iflevation.)at,;ariypoipt'on'property.is at 10 feet or below, must provide topographical data on survey. 18. Are there:ar y covenants„and restrictions with respect to this property? * YES NO { * IF-YES,PROVIDE A COPY. STATE OF NE°W`Y,QLK�)c COUNTY OFF j: being duly sworn, deposes and says that(s)he is the applicant (Nameyof itldvidual°signing contract) above named, CONNIE D.-BUNCH (S)9 is the. rd G ..4! Notity Pdit,State o Now York ._ GIB (Contractor, Agent, Corporate Officer, etc.) pueNed In gk Ceuniy ComrMsgbn E*m April 14,2 U1 �o of said owner;or,'owriers, 'and s'duly authorized to perform or have performed the said worm and to make and file this application; that all staterierits';.c'onta'mea=inahis application are true to the best of his knowledge and belief; and that the work will be performed'{iri:fheinanner set forth in the application filed therewith. Sworn to b'eforemeSths<. b`� day of'` Prw 20 Notary-Public �— Signat -App 6 APPLICATION �+ PACE- 1 of 4 - TOWN OF SOUTHOLD E n F LOODPLAIN DEVELOPMENT PERMIT AP ATIO —'—� APR 8 2014 This form is to be filled out in duplicate_ BLDG. DEPT. SECTION 1• GENERAL PROVISIONS (APPLICANT to read and sign): TOM OF SDUTHDLD 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 in= cease until permit is re-issued. d. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfcU 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 THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE,TO TH EST OF MY ONVLEDGE,TRUE AND ACCURATE. (APPLICANTS SFG`�IATU DATE SECTION 2• PROPOSED DE' LOPMENT(Tb be completed by APPLICM'n 0/02 y Z33 NAME ADDRESS TELEPI i NE APPLICANT������ ���/L BUILDS /y/GD �o2v��-ter G Gov f1�1�.r��w./�� .✓. 7y 09sz ENGINEER dox 616 SayWa--D WY 6 3/ 76s i �,ROJECT 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 viell-known landmark A sketch attached to this application showing the project location would be helpful. laob 1 �??�l/^/ filyl//�l�S • _Dlfz> sou � 7 ; pNTO GJff TE2 �'�/L�AC T/.1.2•J I p,-JToNt C��A2 Poinr7' 2D /GoJ FDP(93) C Polprr ,alZiPO 1,l-FE10-7' TGJ2� APPLICA"IIOr: 4 PAGE 2 OF 4 DESCRIPTION OF WORK (Check all applicable boxes): A. STRUCTURAL DEVELOPMENT ACTIVITY STRUCI'URF_, TYPE O New Structure *Residential Family) 'Addition O Residential (More than 4 Family) O Alteration ❑ Noo-residential (Floodproofing? ❑ yes) ❑ Relocation ❑ Combined Use (Residential & Commercial) ,VDemolition F, ❑ Manufactured (Mobile) Home (In Manu- O Replacement factured Home Park? ❑ Yes) ESTIMATED COST OF PROJECT S � 27 O k B. OTHER DEVELOPMENT ACTIVITIES. ill ❑Mining O Drilling \EI Grading ❑ Excavation (Except for Structural Development Checked Above) O Watercourse Alteration (Including Dredging and Channel Modifications) -E5brainage Improvements.(Including Culvert Work) ❑ Road. Street orTrbge ConS.EMC600 O Subdivision (Now or Expansion) 'Individual Water or•S.e r System - ON ;B Otber (Please Spect•Ty) /2�f�5'�/-� Tye ye"� After completing SECTION 2, APPLICANT should submit for!n to Local Administrator for review- SECTION 3 FLOODPLAIN DETERMINATION fTo be como I ted by LOCAL ADMIMSTRATOR) The proposed development is located on FIRM Panel No. Dated The Proposed Development: O Is hiQj located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). O Is located in a Special Flood Hazard Area. FIRM zone designation is 100-Year flood elevation at the site is: Ft. NGVD (MSL) ❑ Unavailable O The proposed development is located in a ffoodway. F13FM Panel No. Dated_ O Sec Section 4 for additional instructions. SIGNED DATE APPLICATION _ PAGE 3 OF a SECTION 4: ADDITIONAL INFORMATION REQUIRED (To he completed by LOCAL ADMINISTRATOR) The applicant must submit the documents chcckcd below before the application can be processed: O A site plan shoeing the location of all existing structures, water bodies, adjacent roads, lot i dimensions and proposed development. i - O Development plans,drawn to scale,and speeificatiom,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 i 0 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). j i O Plans showing the extent of watercourse relocation and/or Iandform alterations. f O Top of new fill elevation Ft. NGVD (MSL). I i O Floodproofing protection level (non-residential.only) Ft:NGVD (MSL). For F. , floodproofed structures, applicant must attach certification from registered engineer or architect. r O Certificatio'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: i SECTION 5 PERMIT DETERMINATION (To be completed by LQCAL ADMINISTRATOR) I have determined that the proposed activity.A.0 Is i B.O 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 i 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 APPLICATION a PAGE 4OF4 APPEALS: Appealed to Board of Appeals? ❑ Yes O No Hearing date: Appeals Board Decision --- Approved? ❑ Yes ❑ No Coaditioms SECTION 6: AS-BUILT ELEVATIONS (To be tubmilted 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 I or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement(in Coastal High Hazard cas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is: Fr. NGVD (MSL). 2. Actual (As-Built) Elevation of floodproofmg protection is Fr. 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) I The LOCAL ADMINISTRATOR will complete this section as applicable bawd on irupectioo of the project to ensure compliance with Lhc communiWs local law for flood damage prevention. i INSPP-CTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO f SECTION 8• CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADMINISTRATOR Certificate of Compliance issued: DATE BY: i j _ 1 I s, i I i Attachment B i SAMPLE CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area i i i j TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE i OWNERS NAME AND ADDRESS: CHECK ONE: O NEW BUILDING O EXISTING BUILDING O VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A_ OR B. BELOW: A. COMPLIANCE IS HE, CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19 i SIGNED: i DATED: I B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19 AS MODIFIED BY VARIANCE # DATED i . SIGNED: DATED: I I� 4 i I CIC(93) r U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency . Expiration.Date:November.80,2022 National Flood Insurance Program ELEVATION CERTIFICATE Imporiant:'Follow-the instructions on pages 1-0. Copy.all pages'of this Elevation Certificate'and all attachments,for(1)community official, (2)insurance agent/company,and(3)building owner. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: JOSEPH SCHAFER A2. Building Street Address(including Apt:, Unit,Suite,and/or Bldg. No.)or P:O. Route and Company.NAIC Number': Box:No. 1030 WEST LAKE ROAD City State ZIP Code SOUTHOLD 'New York E 11971 A3, Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc:) S.C.T.M.#1000-90-2-3 A4. Building.Use(e.g.,'Residential, Non-Residential,Addition,Accessory;etc.) 'RESIDENTIAL A5. ;Latitude/Longitude: Lat.41°01'48:15"N Long.72024'01:82"W Horizontal Datum: ❑ NAD 1927 .0 NAD 1983 A6. ,Attach'at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. r A7. 'Building Diagram Number 6 0. A8. For a'building-with a crawlspace or enclosure(s): a) Square footage-of crawlspace or enclosure(s) 1665 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent-grade 0 c) Total net area of flood openings inA8.b 0 '80 in d) Engineered flood openings? ❑Yes 0 No E C E (j(j 14 (� .A9.For a building with an attached garage: D ( , a) Square footage of attached garage N/A 'sq ft Apj{ g 2024 b) Number of permanent flood openings in the attached garage within 1:0 foot above adjacent grade ,c) Total:net area of flood openings in A9.b sq in rueoartm*nt d) Engineered flood openings? ❑Yes ❑ No SECTION B--FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number 82.County Name 83. State SOUTHOLD 360813 SUFFOLK New York 134.Map/Panel B5.Suffix B6. FIRM Index B7.-FIRM Panel B8.Flood B9.Base Flood Elevation(s) Number Date Effective/, Zone(s) (Zone AO, use Base Flood Depth) Revised Date 36103CO169 H 09/25/2009 09/25/2009 VE EL 10 B10. Indicate the source of the`Base Flood Elevation(BFE)data or base flood depth entered in Item 139: ❑ FIS Profile ,❑x FIRM ❑ Community`Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 139: ❑ NGVD 1029 ❑x NAVD 1988 ❑ Other/Source: B12. 'Is the building located ina Coastal Barrier Resources System(CBRS)area'or Otherwise Protected Area(OPA)? ❑Yes .❑x No Designation Date: ❑'CBRS ❑ OPA FEMA Form 086-0-33(12/19) -Replaces all previous edition's. Form'Page 1 of 6 ELEVATION .CERTIFICATE OMB NO. 1660M08 Expiration Date: November 30,2022 IMPORTANT:'In these spaces, copy the corresponding jnformation from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.) or P.O, Route and Box No. Policy Number: #103b WESTLAKE ROAD 'City State 'ZIP Code Company'NAIC Number SOUTHOLD NEW YORK 11V1 'SECTION C — BUILDING ELEVATION INEOR+MATION (SURVEY REQUIRED) C1. !Building elevations are based on: ❑.Construction Drawings" ❑ Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al—A30,AE,AH,A(with BFE),VE;V1—V30,V(with BFE);AR,ARIA,AR'1AE,AR/A1-A30,AR/AH,AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7, In,Puerto Rico only, enter meters: Benchmark Utilized: RTK GPS Vertical Dafum: NAVD88 Indicate elevation datum used for the'elevations in items a)through h) below. ❑ NGVD 1929 ❑x NAVD 1988 •❑.Other/Source: Datum used for building elevations must be.the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement,crawlspace, or enclosure floor) 63 Q feet ❑ meters b) Top of the next higher floor 14.4 feet ❑ meters e) Bottom"of the lowest horizontal structural member(V Zones only) t32 ❑x 'feet ❑meters ,d) Attached garage(top of slab) N/A ❑ feet ❑ meters e) Lowest elevation of machinery or.equipment servicing the building' 14:4 '(Describe.typeof equipment and location in Comments) ❑X 'feet meters '(Describe f) 'Lowest adjacent(finished)grade next to building(LAG) 6.8 ❑x .feet ❑ meters g) Highest adjacent;(finished)grade next to building.(HAG) 10.3 ❑x ,feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 8.2 :feet ❑ meters SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed',by a land surveyor,engineer,or.architect authorized by law to certify elevation information: 1 certify that the infonnation on.this CertiFcate.represents my best efforts to'interpret the'data "available. I understand that any false statement may be punishable by tine or imprisonment.under 18 U.S. Code, Section 1001. Were latitude and longitude'in Section A provided by;a licensed land surveyor? D Yes ❑No ❑Check here,if attachments. Ceitifier's Name License Number- - KENNETH WOYCHUK LS 050882 - F NF'y1,J Title �Q' f:M:'M ; O NYS LAND SURVEYOR �•' c ".. Company Name KENNETH WOYCHUK LAND SURVEYING PLLC F r; " Address .. : PO BOX 153 �� o �� City - State' ZIP Code AQUEBOGUE New York 11931 4- ND"_Sv Signature or Date Date Telephone Ext. 04/03/2628 631-298-1588 Copy all pages of this EIeV ion Certificate•and all•attachments for'(1)community official,'(2)insurance agent/company, and(3)building owner. Comments(including type of equipment and location, per.C2(e), if applicable) A/C UNIT ON SLAB AT ELEVATION 10.31N ZONE.X,.FURNACE LOCATE ON FIRST FLOOR EL14A ELECTRICAL METER,MOUNTED ON HOUSE AT ELEVATION 121 Natural earth under dwelling at elevation 6.5 surrounded"with break-away-walls Liquid Propane tanks on north 'side'of house tanks strapped to 5,000,Ib concrete slablocated in Zone X. & Zone AE EI-6 . FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 2 of 6 OMB No. 1660-0008 `ELEVATION CERTIFICATE Expiration Date:November 30,2022 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 P.O.Route and Box No. Policy Number: City State ZIP Code Company NAIC Number SECTION E—BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUTBFE) For Zones AO and A(without BFE), complete Items E1-E5. If the Certificate is intended to support'a LOMA or LOMR-F request, complete Sections A,Band C. For Items E1—E4,use natural grade,if available.Check the measurement used. In Puerto Rico only, enter meters. E1. 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 ❑feet ❑meters ❑above or ❑below the HAG. b) Top of bottom floor(including basement, crawlspace, or enclosure)is '❑feet ❑meters ❑above or ❑below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions), :the next higher floor(elevation C2.b in the diagrams)of the building is ❑feet ❑'meters [-]above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform:of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or ❑below the HAG. E5, Zone AO only: If no flood depth'number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management,'ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION f—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's'authorized representative who completes Sections A,B,and E for zone A(without'a FEMA-issued 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 Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here'if attachments. FEMA Form 086-0-33(12/19) Replaces all,peevious editions. Form Page 3 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration.Date:.November30,2022 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 P.O.Route-and:Box No. Policy Number: City 'State ZIP Code Company NAIC Number- SECTION G—COMMUNITY INFORMATION(OPTIONAL) The local:official'who is authorized by law or ordinance to administer the community`s floodpiain;management ordinance can'complete 'Sections A, B,'C(or E),and,G of this Elevation"Certificate.Complete the applicable ltem(s)and sign below.Check the measurement ,used in Items G8-G10. In Puerto Rico only,enter-meters. G1. ❑ The information in Section C was taken from other documentation that has"been signed brid:sealed by a licensed surveyor, engineer,or architect who is authorised by law to certify elevation information.(Indicate the source and date of the elevation data in,the Comments area below.) G2 ❑ A community official completed Section Sfor a building located in Zone A(without a FEMA-issued or community'=issued BFE) or Zone AO. G3. ❑ The following information(Items G4-010)is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: New Construction ❑ Substantial Improvement 08. EleVation.of.as-built lowest floor(including basement) of the building:' ❑feet ❑ meters Datum G9. BFE or(in Zone AO)depth of flooding at the'building site: ❑feet ❑ meters Datum G10. 'Community's design flood'elevation: ❑feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature 'Date Comments(including type of equipment and location,per C2(e),if applicable) '❑ Check"here if attachments: FEMA Form:086=0-33(12/19) Replaces all previous editions. :Form Page of 6 BUILDING PHOTOGRAPHS OMB No, 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30, 2022 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 P.O. Route and Box No. Policy Number: #1030 WEST LAKE ROAD City State ZIP Code Company NAIC Number SOUTHOLD New York 11971 If using the Elevation Certificate to obtain NFIP 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. HIV r Photo One Photo One Caption FRONT VIEW APRIL 3, 2023 Clear Photo One r r . �? e v P:no'o Twc Photo Two Caption SIDE VIEW APRIL 3, 2023 Clear Photo Two FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30, 2022 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 P.O. Route and Box No. Policy Number: #1030 WEST LAKE ROAD City State ZIP Code Company NAIC Number SOUTHOLD NEW YORK 11971 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. Photo Three Photo Three Caption SIDE VIEW APRIL 3. 2023 Clear Photo Three 'i 0 o Mur Photo Four Caption REAR VIEW APRIL 3, 2023 Clear Photo Four FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 6 of 6 U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY OMB No. 1660-0008 National Flood Insurance Program Important: Read the instructions on pages 1=9. Expiration Date:July 31,2015 SECTI(ON'A-PROPERTY INFOWATION FQR=INSl1F3ANCE COMPANY L7SE .:,`; Al. Building Owner's Name CYNTHIA A.SCHAEFER&JOSEPH SCHAEFER A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. 1030 WEST LAKE DRIVE 12� City SOUTHOLD State NY ZIP Code 1197 A3. Property Description(Lot and Block Numbers;Tax Parcel Number,Legal Description,etc.) SUFFOLK COUNTY TAX LOT#1000-90-2-3 JA N -7 2014 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)RES A5. Latitude/Longitude:Lat.41 01'48"N Long.072 24'02"W Lrdizontal Datum:g G NAD 1 83 A6. Attach.at least 2 photographs of the building if the Certificate is being used to obtain flood insuran TOWN OF SOUTkLD A7. Building Diagram Number 2 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) 951 sq ft a) Square footage of attached garage sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s)within 1.0 foot above adjacent grade 0 within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b 0 sq in c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? ❑ Yes ❑ No d) Engineered flood openings? ❑ Yes ❑ No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION Bi.NFIP Community Name&Community Number B2.County Name B3.State TOWN OF SOUTHOLD 360813 SUFFOLK NEW YORK B4.Map/Panel Number B5.Suffix B6.,FIRM Index Date B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone 36103COl9 H 09/25/09 Effective/Revised Date Zone(s) AO,use base flood depth) 09/25/09 VE,AE,S X 10,6 1310. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other/Source: Bi 1. Indicate elevation datum used for BFE in Item 139: ❑ NGVD 1929 El NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ® Yes ❑ No Designation Date:09/25/09 ❑ CBRS ® OPA SECTION.0-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Ai-A30,AE,AH,A(with BFE),VE,Vi-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO.Complete Items C2.a-h below according to the building diagram specified in Item A7.In Puerto Rico only,enter meters. Benchmark Utilized:FOUNDERS LANDING Vertical Datum: NAVD 1988 Indicate elevation datum used for the elevations in items a)through h)below. ❑NGVD 1929 ®NAVD 1988 ❑Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a)Top of bottom floor(including basement,crawlspace,or enclosure floor) 3.9 ®feet ❑meters b)Top of the next higher floor ' 10.8 ®feet ❑meters c) Bottom of the lowest horizontal structural member(V Zones only) N.A ❑feet ❑meters d)Attached garage(top of slab) ❑feet ❑meters e) Lowest elevation of machinery or equipment servicing the building 6.9 ®feet ❑meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 7.6 ED feet ❑meters g) Highest adjacent(finished)grade next to building(HAG) 8.1 ®feet ❑meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including structural support 8.0 ®feet, ❑meters SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code,Section 1001. OF ��Gli G.E ❑ Check here if comments•are provided on back of form. Were latitude and longitude in Section A y provided by a h�O��I �r"' O� ❑ Check here if attachments. licensed land surveyor? ® Yes ❑ No y oaf Certifier's Name JOHN C.EHLERS License Number LS 50202 Title LAND SURVEYOR Company Name JOHN C.EHLERS LAND SURVEYOR Q Address 6 EAST MAIN STREET City RIVERHEAD State NY ZIP Code 11901 Signature AAL44,, Date 1 P/29/2013 Telephone 631 369 8288 SFO LAND SJP FEMA Form 086-0-33(7/12) See reverse side for continuation. Replaces all previous editions. `ELEVATION CERTIFICATE,page 2 IMPORTANT:In these spaces;copy the corresponding information from Section A. FOR;,It�tS11RaNCE,COivFPAiY=I!$E , Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number City State ZIP Code 66mpariy`NAICNum6er` SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments HOUSE IS OF CONVENTIONAL CONSTRUCTION WITH BASEMENT. UTILITIES IN BASEMENT Signature &L Date 12/29/2013 SECTIO —BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items El—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 ❑feet ❑meters ❑above or❑below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions),the next higher floor (elevation-C2.b in the diagrams)of the-building is ❑feet ❑meters ❑above,or ❑below-the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑ meters ❑above or❑below the HAG. E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑Yes ❑ No ❑ Unknown.The local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued 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's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments.- SECTION G—COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G of this Elevation Certificate.Complete the applicable item(s)and sign below.Check the measurement used in Items G8—G10.In Puerto Rico only,enter meters. G1.❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3.❑ The following information(Items G4—G10)is provided for community floodplain management purposes. G4.Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This.permit has been issued for: ❑ New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters Datum G10.Community's design flood elevation: ❑feet ❑meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑Check here if attachments. FEMA Form 086-0-33 (7/12) J Replaces all previous editions. 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 Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: 1030 WEST LAKE DRIVE City SOUTHOLD State NY 'ZIP Code 11971 Company NAIL Number: If using the Elevation Certificate to obtain NFIP 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. OFI ao T 12 — 1$ - 13 FEMA Form 086-0-33(7/12) Replaces all previous editions. 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 P.O.Route and Box No. Policy Number: 1030 WEST LAKE DRIVE City SOUTHOLD State NY ZIP Code 11971 Company NAIC Number: 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. t �egDP- 17, FEMA Form 086-0-33(7/12) Replaces all previous editions. SURVEY OF LOT 116 N AS SHOWN ON A CERTAIN MAP ENTITLED"5UBDIV1510N MAP CEDAR BEACH PARK,SITUATE AT 5AYVIEW,TOWN OF 50UTNOLD,NEW YOM' e SURVEYED AND CERTIFIED BY OTTO W.VAN TUYL,ENGINEER AND 5UPMYOR, AS MAP NUMBER NINETY(90)ON OR ABOUT DECEMBER 19, 1927. W E SITUATE: DAYVIEW 17 TOWN: SOUTHOLD s SUFFOLK COUNTY, NY SURVEYED 09-1 1-2013 UPDATE 09-17-2013 FLOOD ZONE 1 2-1 1-2013 REVISED I-G-2013 5UFFOLK COUNTY TAX# Q 1000-90- 2-3 O� CERTIFIED TO: CYNTHIA A SCHAEFER u j JOSEPH SCHAEFER Am CHICAGO TITLE INSURANCE COMPANY Q�� Vc UTjz.pole U F� °� ko,,• S T, oaK� ��"J q FAO°O O2oN 20 20 FgF6 F c M �F/ A�cE ry D r rn FND 7 r' 76r f•Pgr C.F, TOP Z O �o, O l 0 Xp, zo Ne t/e1p Bic h qT j CV s G/y u'�F, EyD k4 N Ptto Nlc Bq Y ,FLOOD ZONES SHOWN REF.FEMA FIRM#3G 103C01 69H ELEVATIONS SHOWN REF.N.A.V.D.88 DATUM v.aatnmlzea auemuaa«aeamaa t.a emmy e NorEs: �F NEW mDD baDMq a Ilaeaeee Imie rveprl s a is a J011N C. E11LER5 LAND SURVEYOR °'"`w°° ® PIPE FOUND �G Ey y w e ra u wale cmmna.ua. muiee ane tram me arglaa ar Nta m qha of In.lone w I� O top � stampe ae Noll be°on.laeree to Ee wlie Wa abler Area = 10,921 Seq.Ft. 6 EAST MAIN STREET N.Y.S.LIC. NO.50202 * ce;lln atlas.as al.e n.r....may RIVERHEAD,N.Y.NY 1190 I 369-8288 Fax 369-8287 * a y e=eras a a Area =0.2507 Acres I I.t. cam o Dranke 1m L..e Sm Dd.DtW T a Ine Nee York Slate name—of Drehssi.aal GRAPHIC SCALE I"=20 i O yim,e sa...yo,> saa aerunaaua"°waq r,m tray longlelandlandeurveyor.eom 0 �- a Ine D..cea.m.nam tn.w,wy �S 5 o JQJ ,o ogency o,d llen0N9 OWN—EE nere ..d E0 LAN a Iliana mew of lfanererm eingoF�NlVonm tnalimiwa: �•b}�-# ,. ,pr.-�a -•.�, .f{• a �y,*<i° _zf',� {y t .'. '.r ,i ,���'�i." .. ! `< ,,<i "l� �• �i § �yYYyL' a� .-9' ��`"��:y`•�. +.,-• ""'.:7 .'-.:�u '�.�+i'+fiYiG k:+""�u a.., . .• f-. }. X ,,tea 1 , , ��nd�� � .' � ::w�. : � ' Si1�,.;:<:y- ilrv'�i '.ac.,.:, .;1� •-k.:.- i1.� "+ia ,.b'}. .�^�? i'a,k:� ���1jr.Gr .•^:s at �"„a�.�y"i yx^i.t 7a�d �d t �t'9 t'b�xtEP•'r,/i '4 rig �n°� P� tl.. 4 .'Y'i • qv r4 F4' �'ag ,,�,�yy 'x� ` ATI► Cl`VGN '1RTJSTE �i �a { � $ �y. Qfl� :L.cy� ja)4ii4$J e. Cr$f tfF ,#J'i{9 d,3it ;,(? f MEt$ i3 td�' kid�i7?°l"€C33 t � § €" tip• v ' SOUTHOLD,NEW'YORK ; PERIVIITN.a03:839=9 �;:� ! t :lalt�s;auc� lc f$a<Bt�T ;l DAT. �. 10 iIU?.`77 7 Ts 115-Iibf1 7 to51Lb�fIi a:"s ati.7a`€0.P Y?3et£iri)'I/y2 ryry ii .f< rt .�c � + ISS�'CTEll°TO?°bVO4THIAr&JOSEP:f�S £�HAFER�tt 'i t na��ac #� �,s{ :r ;a11hrli«�S f3iG sJ f?ttf3 w ids; l 77ifi # I i�s4$i 2$3?7;;a 3f!:�� i'x"?f2 kris a$;a teas ;�.:!<asl F1#r.<. t, al �f tcfr3 # PROPERT : AD W99 10A0"i? ES 'LAKEa`bRI Es°S'O J`I'I �f SCTM#90 2-3 * . �' ~ -• r,` cr apa: te13 =�cri b:n's'A f10a?i 0i(1 7'arild°aocri 1-c-a bzr) dw°;ffi 3i 101 b iLv c1 1 aif1.1?.iifT id! AUTHORIZATION " = •U q4 st ��l�ud����a y��afal°��'� it",�oaf#3�tt��€o#�4��f�r�#�3#�$#k:=#a�::h�rri€�i�z^:'s #�s,�sa�J�fa•Eaq�#s�J�;ar3T .� 'f - x:- ;` l ri4Fz tfrsiiantttoxth £pro asions o ;Chapt c'I a o t1 e T i n�Cod�:of t e 7 c w,;rJ,p Souttojd and-in � ;• ,nn accordance with the Resolution of the Board of Trustees adopte at,t; t ngj eldyo +April 23 2014,and in • '< :- consideration of application fee in the,sum of$Z50.00,paid by Joseph&Cynthia Scha err nd'su6jecf to the Terms°��pd Conditions a,,. �tpd in;t}�a"Resolution the Southold Town�oard,of Trustees authorizes d'permits rj 5 Ai a.y.. .�ac!.gns'•itt tMr secle3, 't9Xf i S5irS9:3 t'Gtitl 9$1!t ;J:r }.,j t3 <'c.9Ja8i tid t� i}i fi $1£'d mii f? k�$atlQ6�f 3`e' 'w7 i� ?b`3f}4z 2Ssi.4iq`d)iNw,swt.s":iiSitdtJ�*.iQ€€ r J.4' <�3ifafJ AE f?4?i�+i�3'��'8�ti- E :'i'f;s�g�:=°�� Wetland Permit to demobs • the orch/d�ec on to ex�s n two sto dwellin n P g story. g3 =k` demolish existing detached parage•graisp Stheyd`ypelfin¢{an'd consuct a.b87 6s(]'�{(�t. two ,- .. gfvw•a ...d g;5d-g+��+jk .;43 a ,- }..Lar;-dt'.6 t3.a.a:ar .r+.i.j«eY .aa,+•r1, :,!5.`.. storyaddition on the landward side; construct an attached two-sto l;car ara eon ; rY�.:`,,.A ,tit ,d ag �. the westerly side; construct•a.+/-562sq.ft, covered porch with two sets of steps to , a. r"aiintltio'n seaward side�of�clvi'ellirij}l��tan'd'sthe3a'dditiondof8.o0 cubiet ards.of ftll� and.as' 8 de icted on the site lan re ared b Mark;Ki€-Schw�'rtZ-AIA Eli datedXibriia 12 P� P P P Y � �� rY 2014;and stamped approved on April 23 2014. Y� Esd 2flOM e`.P12+570kbM3If°;°:Ffis'i*-1`offt`37"Im p°gg'��f$� �i"I`:'' "�" r0T.e"�$$10;1ro m o of u `g' .•s.JT _ a4adl Wis f t .tll 1 a �tl d7 k.a iS.3 t,R«.°f.�:,a4dV'MBS�S Ri� ® J. 'C. �F P x"t'n r" f f3":€'t $ *&Y•�t1 -•'# -za,aa..el TPxt-, .a+^., 4 t �4 W t!I'Ca Wt tEREd�,�tti4e�said Board of=I r`uste'esl hereby causes�$tsoi�orafe�5'e"al to-be affixed, §3 saP $�ttF,B t1�-'R $ 4t•s,y aF#' r.a'�•ra •r»ry r4 rt 3 a <• °-., > , ` Ad'these•presents'`to tie'"su`bscribed'b}t a majdr ty o tlie`sia"id 3�alcI `'of4�hisIda VZO 11==few A'p�'°`7'>,01 yi$ty :�iIN'. )')clyi chow i$fi��°�"44pl!ppp99 ��yy a '2' .°3 dz�t."8�a1,€cici:J ai9��'6>'i�3`71 r� 11iS 3".1 aJ`L C:.,r 1! $.i3 a J $,xi ;�^� r 7t »�,Y.'s�€''~ 9i,! f.F•3{,'A,•�x'i, �t�G°,�' i'�r.� °�� •- mot" //��+ gp ��pp a n .f� tia sA •;r - `,Y? i7ii�rO�.gtl� v(,•�".#=.. 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''�•� `+�r.` r• �S ••:$ia.a++h,.'�i•`':t`�: •S E,raA:.•- ''` '.'` !w. ::s=: "1*%5,;, !>:�+: a'--',.�� �•.!.�.,+�"'` John M. Bredemeyer III, President SO y®�O Town Hall Annex Michael J. Domino,Vice-President 54375 Route 25 JL P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 CA A. Nicholas Kru ski P ® �O Telephone(631) 765-1892 Charles J.Sanders Olif�®U Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTFICATE OF COMPLIANCE # 1197C Date:February 2,2016 THIS CERTIFIES that demolition of the porch/deck on the existing two-story dwelling;demolish existing detached garage;raise the dwelling and construct a 687.6 s4 ft two-story addition on the landward side; construct an attached two-story, 1-car garage on the westerly side;construct a+/-562 sq.ft.covered porch with two sets of steps to ground on seaward side of dwelling,•and the addition of 800 cubic yards of fill;abandon existing septic system;install a new septic system with retaining walls+/-3' above grade and approximately 170' combined length around new septic system,•remove/replace existing privet hedges for construction;add beach stone 4"-6"in diameter along the landward edge of the bulkhead framed with 4"x4"posts;create a wall of boulders in a single row against the top of the embankment;and re-vegetate areas with native vegetation; At 1030 West Lake Drive,Southold Suffolk County Tax Map#90-2-3 Conforms to the application for a Trustees Permit heretofore-filed in this office Dated January 17,2014, pursuant to which Trustees Wetland Permit#8399 Dated April 23,2014,was issued and Amended on June 18,2014 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of the porch/deck on the existing two-story dwelling;demolish existing detached garage;raise the. dwelling and construct a 687.6 sq ft two-story addition on the landward side;construct an attached two-story, 1- car garage on the westerly side;construct a+/-562 sq ft covered porch with two sets of steps to ground on seaward side of dwellin •and the addition of 800 cubic yards of fill,• abandon existing septic system;install a new septic system with retaining walls+/-3' above grade and approximately 170'combined length around new septic system; remove/replace existing privet hedges for construction;add beach stone 4"-6"in diameter along the landward edge of the bulkhead framed with 4"x4"posts;create a wall of boulders in a single row against the top of the embankment;and re-vegetate areas with native vegetation. The certificate is issued to CYNTHIA&JOSEPH SCHAFER owners of the aforesaid property. Authorized Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD.- N.Y. NOTICE OF DISAPPROVAL DATE: January 8, 2014 TO: Joseph Schafer 8 Eagle Lane Manorville,NY 11949 Please take notice that your application dated January 8, 2014 For permit for partial demolition&reconstruction of a single family dwelling at Location of property: 1030 West Lake Drive, Southold,NY County Tax Map No. 1000— Section 90 Block 2 Lot 3 Is returned herewith and disapproved on the following grounds: The proposed construction, is not permitted pursuant to Article XXIII, Section 280-116 which states: "All buildings or structures located on lots upon which a bulkhead, ... exists &which are adjacent to tidal water bodies other than sounds shall be set back not less than 75' from the bulkhead." The proposed setback is 37.6' from the bulkhead. Also, the construction is not permitted pursuant to Article XXIII, Section 280-124, which states: "This section is intended to provide minimum standards for granting of a building permit for the principal buildings of lots which are recognized by the town..." The minimum front yard setback is 35'. The proposed front yard setback is 29.5'. Authorized Signature Cc: ZBA, file BOARD MEMBERS Ur Southold Town Hall Leslie Kanes Weisman,Chairperson � �F SO f O y 53095,Main Road•P.O.Box 1179 - A l� O Southold,NY 11971-0959 Eric Dantest Office Location: Gerard P.Goehringer nsc Town Annex/First Floor,Capital One Bank George Horning �Q 54375,-Main Road(at Youngs Avenue) Kenneth Schneider llou ;Southold,NY 11971 4 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 I �1` AR 5 2014 FINDINGS,DELIBERATIONS AND DETERMINATI N MEETING OF MARCH 20,2014 BLDG.DEPT. 101J!OF SOUTHRD ZBA FILE: 6727 NAME OF APPLICANT: Joseph and Cynthia Schafer SCTM# 1000-90-02-03 PROPERTY LOCATION: 1030 West Lake Drive(adj.to Little Peconic Bay), Southold,NY SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated January 8, 2014 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated February 28, 2014. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP. Based upon the mitigating conditions imposed in this decision, the Board finds the application CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: Subject property is non-conforming, containing 10,921 sq. ft., located in a R40 zone district. It is improved with a two story framed dwelling and accessory garage. It has.100.00 feet of frontage on West Lake Drive,110.45 feet along the east property line, 99.95 feet on Little Peconic Bay and 108.10 feet along the west property line as shown the survey dated 9-11-2013, last revised 1-6-2014 prepared by John C. Ehlers,LS. BASIS OF APPLICATION: Request for Variances from Article XXII Section 280-116 and Article XXIII Section 280-124 and the Building Inspector's January 8, 2014 Notice of Disapproval based on an application for building permit for partial demolition and reconstruction of a single family dwelling, at; 1) less than the code required bulkhead setback of 75 feet,2) less than the code required front yard setback of 35 feet. RELIEF REQUESTED: The applicant requests variances to partially demolish and reconstruct, with proposed additions and alterations, a pre-existing two-story waterfront dwelling to a FEMA conforming height. The variances requested are: 1) a bulkhead setback of 37.6 feet where the Code requires a minimum of 75 feet and 2) a front yard setback of 29.5 feet,where the code requires a minimum of 35 feet. • J. *Page 2 of 3 March 20,2014 ZBA#6727—Schafer SCTM#1000-90-2-3 ADDITIONAL INFORMATION: The applicant proposes to remove the existing non-conforming accessory garage (having pre-existing non-conforming side and front yard setbacks) in the front yard and incorporate the garage use and location into the proposed reconstruction of the dwelling. The applicant provided evidence of variances that were granted to neighboring parcels requesting similar setback variance relief. On February 24, 2014, the ZBA received correspondence from FEMA regarding this project and it was confirmed the subject property and proposed construction must meet FEMA regulations and the dwelling's first finished floor should be raised above the flood zone by at least two feet. The applicant provided plans showing the proposed first finished floor at more than two feet above the flood zone. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on March 6,2014,at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law&267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The dwelling that the applicant proposes to enlarge is similar in size and location upon the parcel,with respect to bulkhead setbacks,to what exists in this neighborhood. 2. Town Law§267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance for the proposed bulkhead setback. The subject parcel has a maximum depth of 110.45 feet. Therefore when taking into account the code required bulkhead setback of 75 feet and the code required front yard setback of 35 feet, the subject parcel has a code conforming developable depth of less than a 0.45 feet. Additionally, the entire pre-existing as built dwelling exists within the 75 foot code required bulkhead setback. Therefore any proposed construction and/or proposed improvements on the seaward side of the dwelling will require a bulkhead setback variance. The benefit sought by the applicant for a front yard setback can be achieved by some method, feasible for the applicant to pursue, other than a variance. The existing front yard setback is 39.5 feet and the applicant could propose to build a narrower dwelling that would conform to the required front yard setback of 35 feet. 3. Town Law 4267-b(3)(b)(3). The variances granted herein for a 37.6 foot bulkhead setback and a 29.5 foot front yard setback are mathematically substantial, representing 50% and 16% relief from the code respectively. However,there are developed residential parcels in this neighborhood with similar non-conforming setbacks, some of which have received variance relief from the Board of Appeals. 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and the applicant proposes to install a new septic system and dry wells. 5. Town Law &267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant'of the requested reliefs is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a partial demolition and reconstruction with additions and alterations to a pre- existing non-conforming dwelling, 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 Schneider, seconded by Member Weisman (Chairperson), and duly carried,to Page 3 of�March 20,2014 ZBA#6727—Schafer SCTM#1000-90-2-3 GRANT the variances as applied for, and shown on the site plan (pg. S-1) and the architectural drawings noted as pages A-1 — A-6 dated March 3. 2014 prepared by Mark K. Schwartz, Architect. Subject to the following conditions; CONDITIONS: 1. The pre-existing accessory garage, located in the southwest corner of the subject parcel, shall be removed in its entirety. 2. The applicant shall install a 10 foot wide landscaped buffer landward of the bulkhead. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, 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. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Weisman (Chairperson), Schneider, Horning, Goehringer, Dantes. This Resolution was duly adopted(5-0). Leslie Kanes Weisman,Chairperson Approved for filing 3 /dt /2014 0su. /r �o.tt A. Russell d James A. Richter, R.A. SUPERVISOR J M,ich'aeh 1VI. �0"071 -s RE. z i Jl r =. u SOUTHOLD.TOWN HALL-P.O.Box 1179. 0 53095 ain Road-$OUTHOLD, Y 11971 Telephone#' (631)-765.-1560 F #: (631) 765-.90. MICHAEL.COLLINS@T.OWN.SOUTHOLD.NY.US �'�. 1 L� .RI i R�Fo4�AQISOUT NY.US Office Of the Enginee BLDG DEPT. : . Town of Southold rovrN of Si7UTHOLD STORMWATER.MANAGEMENT .CONTROL-PLAN REVIEW COVER SHEET ( TO BE COMPLETED BY THE APPLICANT-) PLEASE.NOTE: All Contact& Project Information Requested bythis FORM is Nessary for a Complete Application.. APPLICANT: (Property owner,.Design Profes Tonal,Agent,Contractor,Other) - PROPERTY OWNER: (If Different from Applicant). NAME: �0� �� GGf�i��/�. NAME: ADDRESS-- /��d � /C �/z/ ADDRESS:: -Telephone Number: 6✓? -SS �'�6 Telephone Number: Completed Applications can be picked-up at the.Engineering Department after being notified by the Department, or; it can be Mailed.to the Applicant.with the.submission of a Self Addressed 8.5"x I I"Envelope&Appropriate Postage. DATE: .: Property Address Location of Construction Work: S C T M.#: 1000 9a v 3 �vy�/UGa ��w yu District Section .Block. Lot Required Documents for Stormwater Review: Copy of Complete .Building Permit-Appl.ication. Stormwater Management Control..Plan: -(2. Sets) .:Note: SMCP's are.:required whenever.:Grading or Excavations exceed 5,000 S:F,when.New Impervious Surfaces are: created, and/or.when existing.Roof.Systems, Driveways, Patios or other Impervious Surfaces are Re-Surfaced.. De Minimis Projects will NOT be Subject to the Submission_of a SMCP During the Stormwater- Review I Note:_ These Projects would.be Limited to Interior Renovations, Replacement of exterior Doors&Windows, Deck Construction with Loose Fit Decking, Installation and/or Modification of Mechanical Systems or other similar Work.. A 'Comglete Description. of .the Scope of Work.Proposed under the Building Permit .Application.- A Completed Stormwater Revie._ C cklist. .If. No or NA are Indicated, Justification is'Required: ** . .FOR I RING DEPARTMENT USE ONLY**** Reviewed By: Date:. 30 �7 App.oved: Add ' na1 Information Required: . FORM # SMCU-TOS JAN 2014, s„� : . .....CHAPTER.TER. mod'° 1r.� STOEMWATER'MANAGEMENT CONTROL..PLAN CHECK LIST rY Z' DATE: ` APPLICANT: (Property Owner,Design Professional,Agent;Contractor,O er) •� NAME:. • . l/���• viol y�� S.C T 1VI#: 100.0 ? :3 . . Telephone Number: :.District •Section Block:. Lot . S M'C R -Plan Requirements: .The applicant must provide a Complete Explanation and/or validation of all Information Required bythis:Checklist if it has not been provided! 1.. A Site.Plan drawn to scale Not Less that,60'to the inch MUST' If You answered No or NA to any Item, Please Provide Justification Here! Show all of the following iteins: YE If you. r explari ons, Ple Paper.. S NO NA need additional room fo ati ase Provide additional a. Location& Description of Property Boundaries 0 0 b. .Total Site Acreage.. c...Existing-.Natural.&:Man Made Features within.500 L.F. of'the.Site Boundary as required by§'236'7IVCX2'). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e....Limits'f Clearing&:Area of.Proposed Land.Disturbance. FK0 f. Existing.& Proposed:Contoursof the'Site (Minimum' Zintervals). 000 g. Location of all existing&.proposed structures,roads; driveways,.sidewalks, drainage improvements&utilities_. h. Spot.Grades.&Finish Floor.Elevations for all existing.& proposed structures. 0 I. Location.of proposed Swimming Pool and discharge ring, p. . J. 'Location of proposed Soil'Stockpile.Area(s)._ 00 k. -Location of proposed Construction Entrance/Staging Area(s). `,kt Ki64 WAVAY 1. Location of proposed concrete washout area(s): m. Location,of all proposed erosion&.sediment control measures,. C (C)O 2 2. Stormwater Management.Control Planmustinclude Calculations showing . that,the,stormwater improvements are sized to capture,store,and•infiltrate on=site•the can-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 s a 'inc u e ut not be imite to:: a. .Erosicn& Sediment Coiitrofs;. b. Construction Entrance,.&Site Access: 0 c: Inlet Drainage.Structures .(e.g:catch basins,trench drains etc.) =FT11F ' : rl..Leaching Structures (e.g.infiltration basins,swales,etc.) 0 FORM .* .SWCP Check List-TOS-JAN 2014 'ruown HA As= jog � Telephone(631)765-1862 _ _.. sus M4-m-BQaa----_ o� r�gerrichiw .�sou�.ny us n B*1I79 I } DEC - 4 2014 l BUIMING n> �rrMgvr BLDG. DEPT. ZOMNOgBO�OLD TOWN DOE SO— UTHDCD APPL CATION FOR EIrEETMAL INSPECTION REQUESTED BY Date: 1 Z '� �I Company Name: Name. a , ♦ a a �: Ucense No- \-�,64 M E Address: b S-G 0 o �;,T o� � -z�i � (� I( 3 SL. no No.: JOBSITE INFORMATION: (*Indicates required inflomnation) *Name' S o l' ► 2s., �+ca�h"-ems '*Address: . - *Cr+oss Street *Phone No.: K-C Ll - PermIt No.: �8 Tax•Map Uistriat 1000 Section: O Blodc "2— Lot ? "BRIEF DESCRIPTION OF WORK(Please print Gbady) OL L-C....c�v p Asti-► ! /�Y b d�l�'�I (Pkwe Orde Alf That Apply Is job ready for inspection: NO- h n Final *Do-you need a Temp derta#e: YES r NO Temp infiorgoodca(if-needed] *Service Sipe: 1 Rose 3P me 100 1W ® 300 360 .400 Other *New Service: Re-cxmned Underground Number of Metus amw of Seniw Addflenal lnf'ormafion: PAYMENT DUE WITH APPUMPON i W4hwjedfiw1rapecfiwFb= l C� DEC 0 2015 BLDG DEPT. OWN OF SOU PIO!11 1 .. _ ` .:kac .,1, i t fix ♦ i, • :�, }-4 !, r,'$f4j� y5.;'rrRtao+egq°'L .,rs•: . ._. - - ' Y REVISIONS . " - - - , •*-• _ •._.- i DEVELOPED TEMAPLOoo ♦"FLOOD , a - - PUBLIC WATER .ZONE VE 10 ZONE AE 6 LOT 117 EXISTING GARAGE § UTILTY N 21014'40" E 108.1' a°`e • -- EL 5.0 ® I t' ` a IETTY 1 UMITSOF�-------------------- --- .xb L t CLEARING ...- TEXISTINGGARAGE TO BE REMOVED fm 1 1 : Ln , 22 GARAGE 4 1 1 1'Ttl rr Q ST N[T0TREM OND P 1 t0 BELLLM ON FO0.', e4 v • - - .T `-t, +. 'i{ 1 ,�' - DURATION OF CON UCTIfIN 45,17 I \\ �- ��{ �- a O > DEVELOPED C.J In T� `at *-». 1 1' - \ \�\T .¢ `W[• w i TEMA 6 PUBLIC WATER : 'fit' `' " �'� 1;1 • \ \\\\, - R tNla ^MON - ,. t -- "r•`,' ,, ,� 'S tsl rfi;l{ _, ' �` 'J:L' D{llld�tlSlN_:'1_ 201 E X Cw..l C W L E Z C 1 {� O 7 1 Q ♦ -.J 1,..... --' _S. M-y` � H Q " n 'I 1, .c r .:P.,E .1C., Ol•yj l_ 1 C. M•aN '�rhW ' - �'di` `� ♦ PROPOSE• 11` .. 1 1.--Y. 1 - r- ♦,, 54./� a n y„ '4 /i 1. C w ZfIY. __ i!-._ :I �, I�.__. t I" nri �. ti y •, L m ;I 1 O �. A "' , �' eatoEsrew+.wr6r B A,Y t , _ ss - 7a m LOT 116 sr .=a ♦ 1 t �i _-. p , _'=IrMINI• _� _ - ® GRADEIL:MN.91' W E S T L A K E D R I V E Z �;, !! S96 ROif. -; i^ - - {�1r• DIRT ROADWAY }1 _._...._..� raY�i JETTY 1 O EL 8' r' 1 „ —-- —� �——- CVAIL�� 1•CLEARING _ V ' 0110.45' " ,� _. 5 21°14'40"W l STONE EL8:0TEMA F� 20NE FLOOD ZONE X S00 MAE LOT 115 - . 1 EL 8-0Aso DEVELOPED � P. . _ - NaV BAY.:.•f 91T FE® PUBLIC WATER SITE DATA. SUM # 1000 90-2-3 H r SITE PLAN AREA: LOT COVERAGE: EXCAVATE: FILL: A .,',..� DESCRIPTION: SQ. FT. SCALE: 1" = 20'-0' 'PROPERTY: 10,921 SQ.FT.' 0.2507 ACRES PROPERTY WETLANDS: �,'; itr BUILDABLE PROPERTY: i SEQUENCE OF PROJECT: x' t �. z;,. ,a 1 SITE CLEARING:CLEARANCE OF MINIMUM SITE WORK AS NEEDED.INSTALL BERMS,HAYBALES,SILT FENCING AS REQUIRED:']LIJNOEF a +1' ! ESTIMATED AREA OF 3000 SQ.FT. PROTECTION TO BE MAINTAINED DURING LENGTH OF CONSTRUCTION.EXCAVATION MUST NOT BEGIN UNTIL THE LOCA11 t ? .t . : ; TOTAL ROOF AREA: 2105.4 SQ.FT. GROUND DISTURBANCE: OF UNDERGROUND WIRES,CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILITY COMPANIES THAT TjiER- . c: AREA IS CLEAR. CLEAR THE SITE AT LEAST 20-25 FEET OF APPLICABLE)FROM THE PROJECT PERIMETER:DO NOT CLEAR OR EXCAVATE ! AT 100%RUNOFF W LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION;DISTURB VEGETATION ONLY AS NEEDED,THEN RESEED OR REPLANT AS SOON AS j 2"RAIN/Ht.: 351.6 CU.FT. PRACTICAL LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE JOB SITE-DO NOT DRIVE OVER UNCLEARED AREAS.PROTECT UNCLEARED : =f EXISTING HOUSE: 943.3 SQ.FT. 8.6% AREAS WITH FENCING OR OTHER BARRIERS.PLACE BARRIERS AROUND THE DRIP OF TREES TO PREVENT INJURY TO THE ROOT �. ;., ;• DRYWELLS TO P1}'J,W7: (2)8'dia.,5'deep } SYSTEM.IF A PERMANENT DRIVE CAN NOT BE INSTALLED BEFORE CONSTRUCTION BEGINS.A TEMPOARY GRAVEL DRIVEWAY SHOULD BE _ Z _ EXISTING PORCH/DECK: 53.9 SQ.FT. 0.5% O W INSTALLED WHERE VEHICLES ENTER THE JOB SITE. P ` Y 43 �. DRYWELL ACIIY 422 CU.Ff. Q ' (211 CU.F f.EA.) EXISTING DET.GARAGE: [408 SQ.FT.] TO REMOVE 20 CU.YD. 30 CU.YD. J O 2 POLLUTION CONTROL•CONSTRUCTION DUMPSTER AND PORTALAV TO BE ON SITE AND MAINTAINED DURING LENGTH OF PROJECT. °!* '• ;. iL, , 3 SOIL CONTROL EXCAVATED SOIL TO BE RETAINED ON SITE AS INDICATED ON SITE PLAN.RETAIN AS MUCH TOPSOIL AS POSSIBLE TO W r PRESERVE THE ENVIROMENTAL QUALITY OF THE PROJECT SITE.EXCESS FILL TO BE SHIPPED OFF SITE.CONTRACTOR AND EXCAVATOR +� , O ' ., SHALL INSPECT PROPERTY FOR EXISTING UTILITIES BEFORE EXCAVATION BEGINS.ANY DIGGING WITHIN 24 ICHES OF UTILITY MUST BE ,p f MEETS & BOUNDS PROPOSED ADDITIONS: 687.E SQ.FT. 6.3% 125 CU.YD. 25 CU.YD. C7 DONE BY HAND,WHEN THE TOPSOIL IS PRESERVED,TILL THE SOIL FIRST,AND THEN REMOVE TO A SAFE LOCATION WITH A FRONT $Y: JOHN FREERS, LAND SURVEYOR END LOADER PROTECT GRASS.TREES AND OTHER PLANTS WHENEVER POSSIBLE. PROPOSED DECK/PORCH: 500.0 SQ.FT. 4.6% 2 CU.YD. 1 CU.YD. O EXCAVATION SHOULD BE AS LEVEL AS POSSIBLE.SET ELEVATION BENCH MARK PRIOR TO EXCAVATION.OVER DIG DA'CED;•9/17�2013 V1 FOUNDATION HOLES TO GIVE PLENTY OF ROOM FOR A WELL-DRAINING BACK FILL AND TO PROVIDE ROOM FOR ALL WORK. A).IF THE DEPTH OF EXCAVATION IS 6 FEET OR LESS,OVER DIG BY 3-4 FEET. 8).IF THE EXCAVATION IS DEEPER THAN 7 FEET,THE SIDES MUST BE SLOPED OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 FEET OR - INSTALL SHORING. E'� �� SEPTIC SYSTEM TO REMOVE HILLSIDE EXCAVATION:EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE-THE ANGLE AT WHICH THE SLOPE IS STABLE,USSUALLY ING BACK TO A SLOPE OF 2:1(VERIFY SOIL CONDITIONS). „ PROPSED SEPTIC SYSTEM: - - A).AN UNSHORED VERTICLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. ' > - - PROPOSED DRYWELLS: 15 CU.YD. 5 CU.YD. DRAWN: MH/MS 4 STORM WATER RUNOFF CONTROL INSTALL DRYWELLS(AND SEPTIC 1F NEEDED)DURING CONSTRUCTION.GUTTERS AND DOWN SPOUTS r _ TO BE IMMEDIATI,Y INSTALLED AT TIME OF COMPLETION OF ROOF.ALL DOWNSPOUTS TO BE PIPED TO DRYWELLS AT THIS TIME. . \ SCALE: 1/4"=1'-0" v (ELECTRIC,WATER.GAS ETC. TO BE INSTALLED.' JOB#: UNDERGROUND HOOKUPS(EL R ) Bldg De A TOTAL: 2184.8 SQ.FT. 20.0% 162 CU.YD. F61 CU.YD. March 03,2014 .),•'•t ': 5 PROJECT COMPLETION:FINAL GRADE TO CONTROL RUNOFF DIRECTION TO STAY WITHIN SITE.PITCH GRADE ALONG PERIMETER 9 pt SPY from ZBA SHEET NUMBER:' (WHERE POSSIBLE)OF LAND DISTURBANCE AWAY FROM NEIGHBORING PROPERTIES AND ROADWAYS.INSTALL CATCH BASINS WITH Final reviewed documents ;TA► DRYWELLS AS REQUIRED TO CONTROL RUNOFF THAT CANNOT STAY WITHIN DISTURBED AREA. '• ZBA File# }<, Date / ""4as,',w,,l•.�.,.,,.. ,:• •,;:,, INSPECTIONS s. y 1 ANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS•AND THE FIELD CONDITIONS•AND SHALL RlQUEST CLA'NFICATION BEFORE COMMENCINI;yVORK CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL CENTRAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDMa DEPARTMENTI °.,PECT PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY D SCREP MANUFACTURERS 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 TIiFCOMMEN:EMEN7 OR CONTINUATION OF WORK RCXJCsH ELECTRIC,PLUMBING,AND HVAG PRIOR TO INSULATING AND 8HEETROCKIN9 AND SHALL SECURE THE G d 0 PRIOR TO RECEIVING FINAL PAYMENT FROH OWNERS. i REVISIONS EXISTING SIDING TO REMAIN l t NEW CEDAR SHINGLES TO MATCH AZEK TRIM — _ _ - — - — - - — - — - — - RIDGE/SOFFIT VENTS THROUGHOUT - — 1 �C- - I 11 — — — F T -_. 1twM - - -- I L 11 1 1TY�f I I I I I 0) Ile r - -_— — — -------- -- -- o -- -- 0 ! - I _ - A I _ T.11 z o0 i FIN.FLOOR: EL.14.0' f-+ NEW GRADE: z RETAINING WALL j ` r-a z Oh' W MAT.GRADE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - -- - - - EL8.0' - - - - -/,! I - - - - - - - - - - - NAT.GRADE: PROPOSED NORTH ELENATION EL.7.0' SCALE: 1/4" = 1' a.> w I - - oz ® IFMI M w I Q —I -1 0 N O O ` LIM] ® VCD i EXISTING NORTH ELEVATION DRAWN: MH/MS SCALE: 1/8"= 1' SCALE: 1/4"=1'-0" JOB Final revfewed'doc ment Mazch 03,2014 ZBA File# SHEET NUMBER: Date: / / �1 S 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 WORM. 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 A- 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 SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. i `1 1 I REVISIONS - - - — - — - — - — - — - - — - - - — - — EXISTING SIDING TO REMAIN NEW CEDAR SHINGLES TO MATCH AZEK TRIM �� RIDGE/SOFFIT VENTS THROUGHOUT IfU I_ U T - )- - • ` _mil � � M �' !Lc� `!_ — Z — 7-1 — En Z OO ' FIN.FLOOR: H EL.14.0' Q� �X� vy Y, F Ny, RETAINING WALL ,.\�, y���I��F` Yi�< C �, ,. <, NAT.GRADE: ,/ ;//�/ ;//�j//��i :�;<'�<`. C��tiZ��; ✓(� . a L C? NAT.GRADE: Q EL 7.0' EL.8.0' PROPOSED WEST ELEVATION ............................ SCALE: 1/4" = 1' a � W • , _ _ o oz mIEMI � Yp . . I Q J O � � J CH c1d W =O 11:� oCn rmi o I EXISTING WEST ELEVATION SCALE: 1/8"= V DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: Bldg Dept copy from ZBA Match 03,2014 Final reviewed documents ZBA File# SHEET NUMBER: Date: PAINTER TO PRIME AND PAINT ALL BOOR 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 Alt GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS F -2 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 COMMEJCEMEM OR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPOMS15LE FOR ALL BUILDING DEPARTMENT INSPECTIONS OR CONTINUATION OF WORK ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE TOE C OF 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. I r REVISIONS Ffl 00 1 ' I I Jim EXISTING SIDING TO REMAIN j{ NEW CEDAR SHINGLES TO MATCH AZEK TRIM 0 RIDGE/SOFFIT VENTS THROUGHOUT - -- — — — — JC— L— 11 1:E 1 11 El I I Em OE � r\ 00 i — 0 �. LFMFM om zz 1 - i I � - � A t 11 w wz FIN.FLOOR: C .�� 1�j��Y� l j; ' �'Y� <. C i�'. J� �� �jy � T�r�; i ^�r�t/ '/� `��� %` tS v yl^�rY�T✓`\ — `f(�jjn y`�1 ( i � y/�� <�,�•' X/ J1 M (��`,( °L �`�'�Yi `C/� Gv t�,�} ,` ,�� �I�\" �/`J/' r •< y� C) 444p tI�l NAT.GRADE: NAT. RADE: Q EL.7.0' EL.8.0' PROPOSED SOUTH ELEVATION SCALE: 1/4" = V --------------- - O � } M711 i' 1 Q o. II!' III' F— lm:oi __. . W ::) O U) _ V o DRAWN: MH/MS EXISTING SOUTH ELEVATION SCALE: 1/4"=I'-0" SCALE: 1/8"= 1' JOB#: March 03,2014 Bldg Dept copy from c SHEET NUMBER: Final reviewoed docl�mE^its. r ,Z13A File # Date: -3 PAINTER TO PRIME AND PAINT ALL DOOR EDGES 70 MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTMCTOR SHALL VERIFY ALL GENERAL GON A T TR G OR TO COORDINATE MEETING WIT i H OWNERS FOR APPROVAL OF ALL aENERAL GONTRAGTOR SHALL SE 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 SNEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. • I REVISIONS t 1 _ EXISTING SIDING TO REMAIN . NEW CEDAR SHINGLES TO MATCH . EK TRIM RIDGE/SOFFIT VENTS THROUGHOUT ' ® - - :,:,, Ln m C n i v d '� Z i r C U , Do I ' 0) 1 LTLI i I ��7 7-1i 0 1' E--+ o z FIN.FLOOR: O - EL 14.0' � - �. W um F- NAT.GRADE: ` NEW GRADE: W EL8.0' _ - _ - _- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EL.10.1' Q W PROPOSED EAST ELEVATION � SCALE: 1/4" = 1' a I O---------- 0z LE Yo Cl) D 0 U CID o o LLQJ EXISTING EAST ELEVATION SCALE: 1/8"=1' DRAWN: MH/MS SCALE: 1/4"=P-0" Bldg Dept copy from ZBA JOB#: Final reviewe documents March 03,2014 ZBA File# Date: / / SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAINALLNOTIFYARCHIITECT i, EEN THE DRAWINGS,THE SPECIFICATIONS,AND MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK D MNEN ONS AND CONDITIONS AT JOB IOF ANY DISCREPANCIES TE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT E FIELD ANDMATERIALS,AND REMEDY ALL DINS,AND SHALL aSCREPANCIESIWITH ARCHITECT PRIOR COMMENCING WORK. COMMENOCEMENT ORCONTINUAFY ALL _ aOUGH M CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT TION OF WORK ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE T+;E C of PECTIO O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. NS I I' I I - } I D f i r ' REVISIONS JI 31, , 1 -51/2 „ 1 „ ---------_---------- - - + 1 11 10/a 6 0 i " ' „ 6 - ---------------- - 11 -7/a 1 -0 6 -0 1,- „ „ I iCID -------------------,-____------ _ -----------_- �_ --�--_--_-__--_-_-___--___-___ -- --__ ---------- -- ------------- __ --------------------- --------- __ ---------------- 1 1 I 1 1 O ,r - 000 I I I I r\ 1 I COVERED PORCH --- 1 1 �n ^ EX. SITTING ROOM >` ------------ EX. DINING ROOM 1 1 1 , --- - EX. LIVING ROOM ' ' - o _ COVE ?x o i Z i-� NEW GRADE:10.1' � --------- -------- 1 ' e EX. MUD % as ROOM q O --- -- FF14.0' w WORK SHOP o t EX. .FF11.0' CD .- I O En WALL LEGEND I ,o � I ` , �-----� � ' STOOP FF 14.0' _--______ WALL TO BE REMOVED 2,4" EXISTING WALL 5 0" NEW WALL - --- --- N 00 ...�.,. ---------- f I 00 NOTE: ---------- O 1----- - I ' 1 DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL o [INT.:2X4=4-1/2"„2X6=6-1/2",EXT.:2X4=4-",2X6=6"j - _ , --- KITCHEN ;:,aRz r NEW OUTDOOR ! O O 1 /H"7��,. �a_IiZ;1�.ATFt� DIMENSIONS OF NEW WALLS ARE FROM STUDS _I SHOWER TO CONNECT O TODRYWELL(PYP.) O O MECHANICAL OFFICE I [EXT./INT.:2X4=3-1/2".2X6=5-1/2"J SHE( ;.,.`,: `a,_ttiz atrl�;,f.5 ROOM ''' s :$ ;s4 ..l " '-0" 5, „ ■ /2 19'- w gs i - VENT ; , Y 0 1 15 -1 2-TW2432(3in Mull 3'0" ;.. ) TW3046 a I j � . wD .,. N o UO NEW GRADE:10.1' ! 1ST. FLOOR PLAN - DRAWN: MH/M5 f SCALE:: 1/4"=1'-0" � SCALE: 1/4" = 1' OB : March 03;:2014 iSHEET NUMBER: Bldg Dept COPY from ZBA j „. Final reviewed documents ' ,', ZBA File# PAINTER TO PRIME AND PAINT ALC 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. CONTPACT H Date: MANUFACTURER'S WARRANTY ANb 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 COMMENCEMIN'r OR CONTINUAITIONL F G / ENGH FI CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL GONTRr;.:';'�',::a'r� .:.;,I;[ n;;,,;,i�,;;>,;�;p_E FOR ALL BUILDING DEPARTM T INSPECTIONS O WORK ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECUIT'!','.+,` v�° � � ''`'(`��•:�`-''�:RECEIVING FINAL PAYMENT FROM OtU ERS• y I I 1 rJl " V t i ..wr I..,rLW •t'F ad ice. rr4 ..•:a;., ' t•'1 `r'ISIONS i { '1 1 i c4 1 i� SD 4J. 4 EX. BEDROOM No. 1 EX. BEDROOM No. 2 1 1 r------ --- ---- ----• O 1 1 1 11 11 CUPOLA ABOVE t m >~ BATH No. 1 ' ' I I ,. w I I 3'-1" 3,-5„ •------------- c° I ----- 18'-0" y I w Zin 1 I --- -- 2 cc g T EX. HALL LOFT N CW135 CW135 CW135 CW135 CW135 CW135 v0 --- I--- -------- I I (FORMER BEDROOM) 7al 1 I _ 1 ! ' BATH No. 2 1 N 1 I 11 1111 BILLIARD ROOM 1111 , 1 ♦ ♦ y t 1 I i I I 1111 1111 7 { I .' � � w . I111u. zp y 1 `--------- --- ------'--------- lt..I111 ('� 7� - ^— IIU LL �' i- ,1„ 1 !' ( l!l a * dr, 2•.�+' F-I Qnn unQ 101/2" � 6'-51h" L 11'-7" 01111 IIIIQ ! ��I 1111 �a, 1111 wqq I' `fl •------ �nu i'K CATHEDRAL w ro 1 till j' CEILING-- aJ 1 I iV F-1111 `�� 1 1 �IIII ea Illla ^N 1 30X54 1 OnnnuO , " W O coI PULL D nn lilt a; . a L t.• 1 STAIR 1 nu lilt o 1 1 BEDROOM No. 4 � BEDROOM No. 3 ALCOVE - CW135 CW135 CW135 CW135 CW135 CW135 ] `" TW3046 TW3046 TW3046 /2"TYP. f ' Il , 1, , „ , ,1 ,} } 4 —0 11 —83/4 11 —83/4 4 —0 I Jtt •I ; . I � 6 y I 31'-51/2„ 18'-0„ ¢ , ' ,} 4+r" I i 50'-11 T/z" - d Uj WALL LEGEND 14 M4, .--------------, �I � I2N ®■ LOOR PLAN .______________ WALL TO BE REMOVED 1).PLATE HEIGHT AT T-9"(MATCH EXISTING). 6).MULLS ARE TO BE PROVIDED WITH r i � i i 2).NEW EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS 7).INSULATE ALL EXTERIOR AND INTEI O SCALE. 1/411 = it AT 16"O.C.. AND 2X4 WALLS AT R13. r = EXISTING WALL 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. 8).INSULATE CEILINGS WITH 1121 INSUt,r ` x f f ' k t4 l i M� b Ma+" NEW WALL SECTIONS TO BE PROVIDED WITH A".'.' 1 �r- P''': 3 ,s �; Z' O S 4).PROVIDE 3-2X6 DF#2 HEADERS OVER NEW OPENINGS UNLESS SHEATHING AND INSULATION.A` :M e ?,',. " 3. C #J'R rc t„ u * -� ch OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK INSULATION 1'-0"FROM EXTERNki" f E PROJECT NORTH. DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL STUDS ON EACH SIDE OF OPENING. CATHEDRAL ROOF PARTS. [INT.:2X4=4-1/2",2X6=6-1/2",EXT.:2X4=4--",2X6= 6"] 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES 9).ALL WALLS AND CEILINGS TO BE PI C ? a,a i s+ , I d.. 1'.,1 ,Mff N WHERE APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH BATHS TO HAVE MOISTURE-RESISTfi"I!: DIMENSIONS OF NEW WALLS ARE FROM STUDS FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. [EXT./INT.:2X4= 3-1/2",2X6 = 5-1/2"] 10).INSTALL SMOKE AND CO DETECTC?I i E. a1H/MS j s Bldg Dept copy from,ZBA 14 Final review d documents b' r :LI%1 1BER: ZBA File# ' pate: ul ; Ire 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 GENER AL.�:.r•='.t_ ,;�^,;:'";:h-. ,+•'�,..z k :,n+>• 'PbR ALL BUILDING DEPA�'I"".,'; ^-'PEG'it:;rq- I ARCHITECT PRIOR TO H COMMENCEMENT CONTINUATION K § r. F` 4 _ MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND 517E CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES W TH ECT O THE C CEMENT OR CONT UATIO OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SNEETROGKING AND SNq,y, d *�. rat I r '� ':v:NG FINAL PAYMENT FRO•; •'' w.l•,n, .:w•Irnw ,.x , r..yr., "r:1.. w., v,..*x , .� ";.r.. a.....r-,...-.. i V I REVISIONS . LOT 117 EXISTING G/s.�'F � � VQ 42VLMLW �E�`����5 ��• N 21R14'40"E 108_1,---------------------------- ' uMTTsoF� ' aEARwc �o - oa HElc S ro 9E aEMw4ovm m A � O D.W• GARAGE — H •. m G DatF�kTlorNw+F,Iw o�RAL�, a a I LITTLE (n��,�l / Q q ~ _ \ \\` o g m IPP`� IN.4w z g w P E C O N 1 C BAY m LOT 116 \ < m Ol = �Fl D.W • - - j JAN 3 0 201 LJ N = w WEST LAKEDRIVE Z I O URT ROAU,YlAY - O AM IIMRS OF O r,LDU DEPT. C1 � QEAa NG ----------- --- — TO!"Ifs Or�QUT TOLD 110.45' S 21"14'40"W H STONE ^ '''///��� �� c ' LOT115 � j ,, d� + cT� v �"'e� a "••a�Js A^ R,�Ro(J�I 1Y/ w sc z SITE DATA: SCTM # 1000-90-2-3 . SITE PLAN DESCRIPTION: SQ.FT.AREA: LOT COVERAGE: EXCAVATE: FILL- A SCALE: I" _ 20'-0' PROPERTY: 10,921 SQ.FT. 0.2507 ACRES PROPERTYWETLANDS: - SEQUENCEOF PROJECT: BUILDABLE PROPERTY: 1 SITE CLEARING:CLEARANCE OF MINIMUM SITE WORK AS NEEDED.INSTALL BERMS,HAYBALES,SILT FENCING AS REQUIRED.RUNOFF ESTIMATED AREA OF 3000 SQ.FT- PROTECTION TO BE MAINTAINED DURING LENGTH OF CONSTRUCTION.EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS TOTAL ROOF AREA, 2105.4 SQ.FT. GROUND DISTURBANCE OF UNDERGROUND WIRES,CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILITY COMPANIES THAT THE i vJG`u Pe. 15 CLEAR-CLEAR THE SITE AT LEAST 20-25 FEET(IF APPLICABLE)FROM THE PROJECT PERIMETER.DO NOT CLEAR OR EXCAVATE AT 10D%RUNOFF ui LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION:DISTURB VEGETATION ONLY AS NEEDED.THEN RESEED O0.REPLANT AS SOON AS 2•RAINJHR.: 351.6 CU.FT. ,/�,,,0� � PRACTICAL LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE JOB SITE-DO NOT DRIVE OVER UNCLEARED AREAS.PROTECT UNCLEARED v e Vve49 EXISTING HOUSE: 943.3 SQ.FT. 8.6% - - � Q} AREAS WITH FENCING OR OTHER BARRIERS.PLACE BARRIERS AROUND THE DRIP-UNE OF TREES TO PREVENT INJURY TO THE ROOT DRYWELLS TO PROVIDE: (2)B'dla,Sdeep SYSTEM IF A PERMANENT DRIVE CAN NOT BE INSTALLED BEFORE CONSTRUCTION BEGINS,A TEMPOARY GRAVEL DRIVEWAY SHOULD BE � EXISTING PORCHIDECK: 53. INSTALLED WHERE VEHICLES ENTER THE JOB SITE. p 9 SQ-FT. O.5% DRYWELL CAPACITY 422 C FT. 2 POLLUTION CONTROL•CONSTRUCTION DUMPSTER AND PORTALAV TO BE ON SITE AND MAINTAINED DURING LENGTH OF PROJECT. (221 N.FU-T.EA) EXISTING D7:T.GARAGE: [406 SQ.FT-] TO REMOVE 20 CU_YD. 30 CU-YD. O 3 SOILCONTROL•EXCAVATED SOILTO BE RETAINED ON SITE AS INDICATED ON SITE PLAN.RETAIN AS MUCH TOP SOILAS POSSIBLETO �(""( W D PRESERVE THE ENVIROMENTAL QUALITY OF THE PROJECT SITE.EXCESS FILL TO BE SHIPPED OFF SITE.CONTRACTOR AND EXCAVATOR SHALL INSPECT PROPERTY FOR EXISTING UTILITIES BEFORE EXCAVATION BEGINS.ANY DIGGING WITHIN 24 ICHES OF UTILITY MUST BE MEETS&BOUNDS PROPOSED ADDITIONS: 687.E SQ.Ff. 6.3% T25 CU.YD. 25 CU.YD. U3 DONE BY HAND.WHEN THE TOP SOIL IS PRESERVED,TILL THE SOIL FIRST,AND THEN REMOVE TO A SAFE LOCATION WITH A FRONT BY:JOHN EHLERS,LAND SURVEYOR V M END LOADER PROTECT GRASS,TREES AND OTHER PLANTS WHENEVER POSSIBLE. PROPOSED DKK/PORCH: 253.6 SQ.FT, 2.3% 2 CU.YD. 1 CU.YD. r^ O EXCAVATION SHOULD BE AS LEVEL AS POSSIBLE.SET ELEVATION BENCH MARK PRIOR TO EXCAVATION.OVER DIG DATED-9�1�I2013- V1 FOUNDATION HOLES TO GIVE PLENTY OF ROOM FOR A WELL-DRAINING BACK FILL AND TO PROVIDE ROOM FOR ALL WORK A).IF THE DEPTH OF EXCAVATION IS 6 FEET OR LESS,OVER DIG BY 3-4 FEET. 9).IF THE EXCAVATION IS DEEPER THAN 7 FEET,THE SIDES MUST BE SLOPED OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 FEET OR SEPTIC SYSTEM TO REMOVE INSTALL SHORING. B EXISTING HILLSIDE EXCAVATION:EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE-THE ANGLE AT WHICH THE SLOPE STABLE,USSUALLY BACK TO A SLOPE OF 2:1(VERIFY SOIL CONDITIONS). PROPSED SEPTIC SYSTEM: - - A).AN UNSHORED VERTICLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. � PROPOSED DRYWELLS: - - is cu.YD. 5 cu.YD. DRAWN:MLl/MS 4 STORM WATER RUNOFF CONTROL•INSTALL DRYWELLS(AND SEPTIC IF NEEDED)DURING CONSTRUCTION-GUTTERS AND DOWN SPOUTS ' SCALE: 1/4--l'-0" TO BE IMMEDIATLY INSTALLED AT TIME OF COMPLETION OF ROOF.All DOWNSPOUTS TO BE PIPED TO DRYWELIS AT THIS TIME. UNDERGROUND HOOKUPS(ELECTRIC,WATER GAS,ETC.)TO BE INSTALLED- \ JOB y 5 PROJECT COMPLETION:FINAL GRADE TO CONTROL RUNOFF DIRECTION TO STAY WITHIN SITE PITCH GRADE ALONG PERIMETER TOTAL• T9311.4 SQ.FT. 17.7% 162 CU.YD. 61 CU.YO. Jan 09,2014 (WHERE POSSIBLE)OF LAND DISTURBANCE AWAY FROM NEIGHBORING PROPERTIES AND ROADWAYS.INSTALL CATCH BASINS WITH SFIEET NUMBER: '• DRYWELLS AS REQUIRED TO CONTROL RUNOFF THAT CANNOT STAY WITHIN DISTURBED AREA 5 PAIMEATO PRBAE AND PART AIL ODOR EWESTO MAMTAw COMRACTORSHAILNOTIFY AR[lRfLGf OF ANY DISCREPANCIES BETWEEN TNEDM� VCS.TXESPECIACATDNS,ANDTHE i1E1D CONDfRONt•AND SHAILREOUEST Ma1FlUTlON BEFOaE COMMENCING WORIL CONpA[TORSNAIIVEIBR'Al1 GII✓83AL CONiRAOFOR TO CAG9mR14TE MElRING WniI OW'✓>�t6 TOR APPROVAL OF ALL. GEI�iAL GONIFAOTOR 8H411 E3E REHPOPL°IBLE FOR ALL ERILDMG DEPARRIEM MPELVi "— MANUFARVRFRSWAtaUMYANDSHN.L BE INSPECTFDTO VERIFY ALL WORK DIASETIS10N5 AND(DNOTiIONt AT LOB SRF.INCWpNG BNIpNG ANb STIE CLEARANCES FOR OEWERY OF EOIIIPMEMAND MATETUALS.ANDREMEDL'ALL OIfOIEPANOES WRH ARCNRKTPAIOATO THECOIN FNCEMEM OR CONnNUATON OF WORIL RCLGH ElE^fR10.EilltffiNG.AND NVAO PRIOR TO NSMATMG AND 8NFt1 KNG AND SHALL 6ELURE THE GolO R210R TO REGFJVING FlNAL PATHENT FROM OIlNE3e3 REVISIONS EXISTING SIDING TO REMAIN NEW CEDARSHINGLES TO MATCH9 -— -50FFr A2EKTRIM —----—-—-—----—-—- RIDGE/SOFFff VENTS THRU OGHOUT � U � a y w ® ® ® s \\U'' EllX U r- F71 N -- -- I L H I I I I I ILJ jr FT � a � � rn A I a O � d �9 -- -- Em - --- L/] F r zo cpz PROPOSED NORTH ELEVATION SCALE: 1/4" = 1' > FUT �o - - c-cid 0 W1 EXISTING NORTH ELEVATION DRAWN:MH/MS SCALE:1/8"=1' SCALE: 1/4`=1'-0" JOB#: Jaguary 09,2014 SHEET NUMBER. " PNNTERTO PRIraE AND PLANT ALLDOOR EDGES TO MAINT/JN CONTRACTOR SHNE NpTTfYAPCHrtECTOF AIN ptECRpIwOESlETWEEN THE MAWINGS,TNESK�FlCATR1f.AN�TNEFlE CONDrrI U.AND9 kEQUESTCL Uf C�TI B.B OREW1.aMENONGWORK CONTRACTOR 3H�I�DN'ul GpIERAL GONiRAGTOR TO CAOPGR�ATE MFETPI6 WD�0YMFR9 rOR APPROVAL Gf AI.L I AE GOTIIRAGTOR BH'LJ•EiE RE9PONgR'AE FOR ALL Ew�LDaG DEPART4]�T M6PL�T�ON! l 1 M1UNUFACTURERS WARRANTY ANDSHALLlE MSPECTED TO VETUN ALL WORK. DIMENSIONS AND CONDRIONS AT JOB SfiF.INCU)DING 1tVDDPIG ANDSRE QFAMNCES FOR DEUYERY OF EQUIPMENT AND NiATERIwIT,AND REMEDY ALL D6OtEPAN[IES WITH ARCH(iKfPR1DRTOTHECOMM1�ENCEMEM ORCONfINUATINJ OF WGTtK R�IlG4 E1.EGTRIc,PWMBMG.AND NVAO PRIOR TO INBIILATMG AHD eNEET<IROOKINCa AND eNALL 6EGURE TkECorOPRRJR TO RECF]vD1G FINAL PATT'(ENT FROM OYCJHRB. r REVISIONS EXISTING SIDING TO REMAIN _ NEW CEDAR SHINGLES TO MATCH '© AZEK TRIM --� RIDGE/SOFFIT VENTS THROUGHOUT 0 y e ® ® � CL.I yl-I PI IFT III e � y ® z — I FT I I� A 0 — — X===kp� 000060000�0000 � a;J F - .' 00000�00000aoo O � PROPOSED WEST ELEVATION W I� SCALE: 1/4" = 1' A D G o}❑ Z Y� J Cd 2,O O EXISTING WEST ELEVATION DRAWN:MH/MS SCALE:1/a"=1' SCALE: 114'1P 0" JOB 00: 1=—.y 09,2014 SHEET NUMBER: PAINTER TO PRIME AND PNM ALL DOOR EDGES TO AWMARJ CONSAARO0.2HALL NOTFY ARCHIIECTOF ANY pSOIEPANUES BETWEEN THEDMWING;TME SPEQFlGTON;ANDTIE FlESD CONDTdt;AND¢ULL REQUEST CIMIPIGTIDN BEPOIIECOMMENUNG Y9U111C CONTgA[{ORSH�iLVEBBT Atl GQ1BiAL CONTi/GTOR TO CAORDMATG YI�TING WITH QBNEPB FCA3 APPROVAL OF ALL -� ��GOMRACEOR BNALL BE RE�ONBIBLE FOR N1 BIlLLDMG DEPARTMENT RiBPEDT10N.9 2 MANUFACTURERS WARRANN ANDSNALLBE INY4CTED TO VERIFY ALL WORK DIMENSIONS AND[ONDTONS AT IOB SRE INCLUDING BUDDWGAND SITECLEARANCES FOR DELIVEISY CK FONPMENT AND MATEPIAIS.AND REM®Y ALL DISCREPANCSES WTH ARCHSfER PRIOR TO TIiF[OMMENCESAETTE OR CONTINUATON OF WORK ROUGH EiKiRIC,P{JRI9IHG,AND NVAG PRIOR TO IK4ULATING AND BHE�D¢ODKING AIID 811AL.L BEIIIRE TNEGd OPRIOR TO REGF]YING FINAL PAYMENT FROM OWNE3¢B. REVISIONS EXISTING SIDING TO REMAIN _ NEW CEDAR SHINGLES TO MATCH AZEKTRIM ® d RIDGE/SOFFIT VENTS THROUGHOUT Ell , �ffl [A ® ® ® ® a CID v] p' U F N - 3 ILI El w CIO IFTTI El of 000000000 0000000000 0000vo'0000 c0000000co -: pq 0000000000 c0000000co 0000000000 0000000000 O PROPOSED SOUTH ELEVATION SCALE: 1/4" = V Qq d ------------------- ILWI p �z ® ® gJ o rn -au ----- DRAWN:MH/MS E�NG SOUTH ELEVATION ELEVATION SCALE u4^ r-o^ )oe : SCALE:1/8'=1' Jammy 09,2014 SHEET NUMBER: PAINTERTOPRIME ANDPAINT A I=REDGESTOMAINTAIN CONT' RO0.5HALL NOTIFY ARCHrtECT OFAM'DISCREPANUE58EiWEET1THE DRAWINLS.THE SPECIFICATIONS,ANO TS1E f1EUJ CONDTONS.ANO SNALL gE0UF5TMRIFlGTON BBORE[OMMOJCuiG1WRK CONTMCFOR SNALLVOUNAIL bpygi/y cON}gACTOR TO COORDMAT6 thFiTMG WIIN OBME3ab FOR APPRpv.4L OF ALL GENERAL CONSRACiOR BNALL HE RF3A�ON8IBLE FCR/SL BURDMG DE�ARTF�NF RL9PECT10Ne A 3 MANUFACTURERSWARRANIYMDSHALLBEINSPECTEDTDVERIFYALLWOM DIMEN'SIONSAND CONDRIONSATIOB RIE INCLUDING BUILDING ANDSRECLSV>ANCES FOR DEUE OF EQUIPMENTAND MATEIUALS.ANDRWWYALLVUOUPANCIESVATN ARCHRECTMORTO THECOMMMCEMEN{ORCONFINUATION OFVIORK ROUGH ELECTRIC.PLMB ,AND NVAC PRIOR TO IN6ULATING AND BNE (ROCKING AND BNALL DECIIRE 1NEGd OPRIOR TO RECEIVING FINAL PATPIENT FROH OW�XB. REVISIONS EXISTING SIDING IRA REMAIN '- NEW CEDAR SHINGLES TO MATCH A2L'K TRIM RIDGE/SOFFIT VENTS THROUGHOUT r 0 � o w tA] O so N � � " s u. 0 - � 00 --- — 000a00000vcoo 00000000 Z5 0000000a�ooavo 0000�ooao F PROPOSED .EAST ELEVATION W SCALE: -1/4" = 1' AqA ------------------- x go wM cd . 3.o. ®®® ® EXISTING EAST ELEVATION SCALE:1/8°=1' DRAWN:MH/MS - SCALE: V4"=P-0" JOB R: January 09,2014 SHEET NUMBER: PABVTER TO PRIME wND PMNT ALL D000.EDGESTO MNNTAN CONIAACTO0.5HwLL NOTIFY AP01ffEGT OF ANYWSCYEPANCIES BETPIEdTHE DRAWINGS.THE SPECRlC.T1pFG,ANOTHE FlRD CONOTONS.AND SIULL REQIFST CIwRIRCATON BEFORECOMMENCRiG WO11K CGNTRACTOR SNALLYDBFY ALL mn,GONTRAOTOR TO C:OOIiDBVATE F�TNG MITI OWIBiB FOR APPROVAL OF ALL GE?IE3iALGONTRAGTOR C EIERfi9PON0431E GFINAL AME TFFA i1ENT M0PE�TiON9 MCNUFACIURERT WARRANTY ANDSHALL BE INSPECIEDTO VERHYALLWORK DIMENSIONS AND CONDITIONS ATIOB SIM INCLUDING BUILDING AND SITE CLEARANCES FOR DFUVFRT OF EQUIPMENT AND MATERIALS.AND REMEDY ALL DISQ MCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT ORCONTINUATIONOF WORK RO aXE TRIC•ryJlly�MG•ANp NYAG MIOR TO NJ TMG AND 6N TIR00KMG ANR MULLeje�r>x�T1�GdOPRILR TO REGEIVMG FINAL PAYMENT FROM OIBIJB29. REVISIONS B 31'-51/2" -------------------------------- -- --;---------------------------- , /� /'� /\ _ -l=----- ---------------------3-Ee=F3-v=---o ==3=E==E3----v---------e==e =e=oe==o=3cE-E�3 `/ "// \/ - - (3)2X10 ACQ GIRDER . . . (3)2X10 ACQ GIRDER ' - - 12"diB.CONC.PIER : _ - F . ----------------------- 24-A24'X12'CONC.FTG.- O _ I O 3'BELOW/GRADE _ 03 r REMOVE EEX.PORCH ' U . N � x u� o t, (3)1-3/4X9.114 M=(ENDER POST A80VE) (3)1-3/4X9-V4 ML(UNDER POST ABOVE) h4 ' - 8X6 CONC.ELK .G (VERIFY LOCATION) g TIE INTO EX.WALL - 'c EX.CRAWL SPACE I v /(3)05 VERT.REBAR (TYPICAL) X IEX.CRAWL SPACE W A o EX.BASEMENT iv6" -____ ______________ - -- Q Q___-__e__e__-__------- -A e P e e n -____________________;__�_-________--______---______--_, 45 AR � ®I2.00-4 5-10Vz" 3-3- 9-Blfz" -v - ZO AT FTG. - QI. -- I 3 EX.CRAWL SPACE I o Rc CLOSE OFF y�y v EX.OPNG. fr O w Ix I � I I I Q ------------ ° GARAGE 1 975 REBAR H5 REBAR' _ - a ;Q12'OC& @12"oc& s I AT FTG. a VaT FIG. - . O Dr I 9 O NOTE: ► - _ a NEW FOUNDATION HEIGHT TO BE ADJUSTED ; I d ; E FLUSH FIELD FOR FINISHED FLOOR HEIGHTS TO Lli I_ -------------v a v u •n v - _______________ ---- Q=_ --__ ________________e -----__-__ _e________- ------------------------- FbD6 n veer-------------- -- ------ ------------- --- ---------------------- ----- ----------_______--_--'- '— "32'=4" 3'-3" 2'-3" 10 ' .cd �O - 50'-111h" + o CD U c B A PROVIDE 4XG ACQ SILL PLATES UNLESS OTHERWISE NOTED.SILL PLATES FOUNDATION PLAN I) G DB'THIE TO MATCH EXISTING.K POURED CONCRETEFOUNDAT VERIFY HEIGHTS PRIOR TO CONSTRUCTION.PSI.HEIGHT ABOVE4)ARE TO BE INSTALLED OVER C P R TERMITE SHIELD AND FOAM OR FINISHED FLOOR HEIGHTS TO MATCH.E)(TERIOR OF FOUNDATIONS TO FIBERGLASS SILL GASKET- SCALE: 1/4" = 1E - BE DAMPPROOFED WITH A BITUMINOUS COATING. - 5).PROVIDE 5/8'DIA.ANCHOR BOLTS AT 3'-O'O.C.AND WA 1'-('OF CORNERS. DRAWN:MH/MS 2).FOUNDATION TO HAVE 16-XB-CONCRETE(2X4)KEYWAY FOOTING.FOOTINGS INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A SCALE. 1/4"=1'-0" S TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON MINIMUM T IMSEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO JOB 8: • PROJECT NORTH UNDISTURBED SOIL(MINIMUM 300DN CAPACITY)- BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. Jm 09,2014 E - 3).FOUNDATION SLAB TO BE 2'THICK 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE SHEET NUMBER: N BLOCKING AT 8'4)'O.C.AND MIDSPAN. PAINTER TO PgIME ANO PMNT AILDOOR TDGB TO MARlTAN CONSMCTO0.5NALL NCAIEY ARCHITECTa ANV IXSQIEPANOBBETiIFEN THE DRAVNNGS.TNESPEGFIGTIONS,ANDTNE GR]DCONDfNONS.AND SMALL RECRIESTCIARDIGTON BEFORECO.AMENCSNG WOIUL CONSMCTOR SNAU.VERDY ALL -GENEli4L OONTRAOTOR TO 000RDMATEi�l1NG WTN OlONE3tD FOR dPPROVAL OP ALI. GEI�iAL CAMWGTOR ON•SLI.B RE_PE ta,.E FOR ALL tRAMN&D M ONB EPARR 9PEGSI A 5 ATPIETIT FROM MANUFA RERT WARRANTY AND SHALL BE INSFECTEDTO VERIFY ALLWDRK DIMEHRONSAND CMDMONS ATJOR SITE.INCLUN DG BUILDING AND SITECIFMANCFS FORDEUVERY0F EQUIPMENT AND MATERIALS.AND REMEDY ALL DLCOWNGELWRNARO/RECTPRIOR TNE TOCO EN MMCEf.SENCORCONTINUATCBJOFVWNK ROUGN ELEOTRIC.PLIRIBING,AND NVAG PRIOR TO RL�ATNG AND BNE£iROGKNG AND SMALL BEQ➢2E THE GM O PRIOR TO REGENING FINAL p OUAIH�B. REVISIONS --------------------- 11'-10+/a" 6'-0" 1V-71A" 1'-0' (3)2X10 DF82 GIRDER =_ __ ICJ =_ _ (3)2XIO DF#2 GIRDER 12•dl.FG COLUMN w/6X6(TYP.) I O O7 � i� COVERED PORCH 0 U 11112 MLHDRpI 0 �l 55 y O So 00II 1s'—s a4 EX.SITTING ROOM gl I fall 7'-7" 4'-81h" 7'-21h" EX.DINING ROOM w EX. LIVING ROOM TWzsa2 O e (2)2X10 H (2)2XIO HDR �H EX.MUD EW-1 ROOM _ 45 MINUTE FIRE RATED 1 i DOOR WITH SELF-CLOSING I � M1ai 1 1 HINGES,STEEL IAMB [] I_ I I FQyI r WALL LEGEND STOOP I GARAGE •5 --------- _ _ z WALL TO BE REMOVED ----• I I I (2)2X10 HDR (2 /R�9.7• /4 ML FLASH Br_ HDR Z.ET FIRE RATED p _ O 2'-4° 2'6° SHEETROCROCK ON WADS II�� x m CD G O ry 1 HI EXISTING WALL AND CEILING v � � � 1E_-r ------------- NEW WALL ' ' DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL g—101/z" —0" 5 12'-71/2" [INT.:2X4=4-1)2.2x6=6-1/2".EXT.:2X4=4-•-2X6=6•] ( ( o O O KITCHEN EW N OUTDOOR SNOWMR CONNECT OFFICE iJ DIMENSIONS NEW WALLS ARE FROM STUDS O TO DRYwEu(E1'F) O O OI $ [EXT./11NL:2X4=3-1/2°.2X6=5-1/2'] ( e e o - J MECHANIC L = ROOM Lu 0 oO 1).PLATE HEIGHT AT T-9°(MATCH EXISTING). j ( �:----_ VENT (2)2X10 HDR 1- M HEADER � 3'-0• 10'-0- 2).NEW EXTERIOR WALLS TO BE FRAMED WITH 2X6 DFN2 STUDS AT 2-TW2432(31n Mull TW3D46 > > > S 0 0 Z 16°O.C.. y v c v <n cny t n v cnv <n v c n v v (L + V V V V V V V V V Y Q 3)-EXTERIOR SHEATHING TO BE 1/2•THICK FIR CDX PLYWOOD. y v A v n >' v A >' A >' VI >' v A >' v A >' v n > v A v A O 4).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE PROVIDE , ,t i n ,t n BLOCKING AT V-17 O-G AND MIDSPAN. j v ° v V v v f•,�1 W= t v ' Y v v v v v v v v 5).PROVIDE 3-2XB DFN2 HEADERS OVER ALL OPENINGS UNLESS + ( + ( . ( ( i ( + ( , n > n n > n > A > A >� n > n > n > n �C.IS.1 O OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS `J Y S �' S S p•>-�1 C] ON EACH SIDE OF OPENING.PROVIDE STUDS ON EACH SIDE FOR ( 4+'—Q + + ,2 —'rJ1/2" + + vs'-6'^V t n v t n v �'n-0" t n v t t n V $'fQ" t n v U o MICROLAM HEADERS. �•�1 ( �.` v�0' 11/z°" `- vn vn vn vA vA, vn vn vn v n vA V.1 6).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE y y - ` APPLICABLE.PROVIDE DR I-PROTECTION PANELS WITH FASTENING ' ( ' ( j + ( ( ' j ' t n y cnv ,t A ,cnv t A v ,cnv ,cny t A v t n y HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 7).ALL MULLS.VERTICAL OR HORIZONTAL,ARE TO BE PROVIDED WITH v n >' v n, v n,>' v n v n >' v n,>' v n,) v n,>' v n 2-2X DFs2 STUD POSTS UNLESS OTHERWISE NOTED. cnv t n v t o (A y t n v ,t n v t n v (A y t n v 1 TRAWN:MH/MS B)-INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 5 PROJECT NORTH I S • . FLOOR PLAN y Al v a v� v y s y� y, y� y y AND 2X4 WALLS AT R13. E v n > v A >/ v A > v A >' v n > v A > v A > v A >/ v A >' v A SCALE: 1/451'-0" 9).INSULATE CEIUNGS WITH R21 INSULATION. 11 1 cny t n v cnv cny t n y cnv cny cnv t n y JOB#: SCALE: 1/4 = 1 V V Januaty 09,2014 10).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2'SHEET ROCK. SHEET NUMBER: 17),INSTALL SMOKE AND CO DETECTORS PER CODE. FAINTER TO FRMSE AND FAIM ALLD000.FDGESTO MMLLTAM coNTMCSOR SHALL NCrtiFY ARCHITECT CIF ANY DISCREFANUFS BFTWEFNTHE DSUWM4f-THESKUFIGTIONS.ANDTNE FEID CONDRIONS.AND SMALL 0.EOUEST CIARtFlGTNJNBEFCME COMMENCB,2GWOAA.CONTRARO0.fHME VERIFY ALL GFD/B24L GONTRAGTOR TO C:OOfmBWTE MET=I'MG WRH WMFRB FOR APPRwAL OP ALL GENEiiAL GONiRI1GTOR GFII.LL BE RE9POK9®LE FOR ALL HUtlDM6 pB'ARTI�lR Me1'E'ciloN9 A 6 MANUFACTUR WAfIBANT MD$Wn BEINSPECTEDTOVEIBFYALLW'OBK DIMENSIONSMDCONDRIONSATIMSrMINCLUDINGBUIMINdMDSnEUFMANCFSFORDMVERYOFECNIPMOMMDMATflB .A PIMEDY LLDUCR MCIESV/RFIARCNOECTPEIORMT ECOMMQJCEMENTOµ CONnNUATONOF WOBK RgyN p.EL}RIG.PLDHBR1G.iPID NVAG PRIOR TG IISJLATMG<ND BHE�lROG1CMG AIID BNALL BEGIIRETHEGdO—I—TO REGENING FMd1.P<TMENT FROM gIT'ERH, REVISIONS EX.BEDROOM No.1 EX.BEDROOM No.2 0 CUPOLA I�.j 4 ABOVE a Fn BATH No 1 ' Ln p .. ------------- LD 18'-0" _6 ¢ u' m 3 "_P. 0 1'f EX.HAL LOFT CVA35 CVA35 CVA35 CVA35 CVA35 CWI35 M (FORMER BEDROOM) N 3'- 5-4'' z BATH No.2 _v 1 I -------- BILLIARD ROOM - CD 11'-101/2" CATHEDRAL R N co Pl N O O 3MC54 v PULL DOWN' O LL) STAIR of BEDROOM No.-I BEDROOM No.3 " Z N -t N 1 ALCOVE 15-1 Q Tn Q 3 5 3 3 TW3046 TW3G46 TW3046 1/2"TYP. 4'-0" l 3/a" 11'-83/a" 4'-0" 31'-51h" 18,-0" �_6> 50'-111/2" Lm WALL LEGEND O Z ______________, 1)•PLATE HEIGHT AT T (MATCH EXISTING). 6).MULLS ARE TO BE PROVIDED WffH 2-2X DFd2 STUD P0575 O Y 2 N D. FLOOR PLAN WALL TO BE REMOVED 2).NEW EXTERIOR WALLS TO BE FRAMED WITH 2X6 DFM2 STUDS 7).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 :1'Imo: O y AT 16'O.C.. AND 2X4 WALLS AT R13. SCALE: 1/411 = 1E EXISTING WALL u~i r- 3).EXTERIOR SHEATHING TO BE 1/2-THICK FIR CDX PLYWOOD. a).INSULATE CEILINGS WITH R21 INSULATION.ALL CATHEDRAL LLI O NEW WALL SECTIONS TO BE PROVIDED WITH A 1°AIR SPACE BETWEEN ROOF 3: S 4) OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK INSULATION 1�'-O°ROM EXTERIOR WALL PLATE INTOOUS OD INSULATION.ALSO PROVIDE 1-1/2'THICK WN O - NOTE. STUDS ON EACH SIDE OF OPENING. CATHEDRAL ROOF PARTS. PROJECT NORTH E DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL [IM--:2X4=4-1/2'.2X6=6-12°.E)C'T--:2X4=4".2X6=6°] 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES 9).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2-SHEET ROCK N WHERE APPLICABLE-PROVIDE DEBRI-PROTECTION PANELS WITH BATHS TO HAVE MOISTURE-RESISTANT SHEETROCK. DIMENSIONS OF NEW WALLS ARE FROM STUDS FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLA2ING. [ / n 10).INSTALL SMOKE AND CO DETECTORS THROUGHOUT PER CODE. EXT. INT.:2X4-3-12°.2X6 5-12"] DRAWN:MH/MS SCALE: 114"=I'-0" JOB#: January 09,2014 SHEET NUMBER: PANTERTD PgIME AND PAINT.W.DOOR EDGEf TO MAiMAN CCRJTMRDR SHALL HOfIFY ATU:HRECT CK ANY DISCREPANUES BETWEEN THE DRAWNCS.THE SPECSHUTIONS.AND•MEFIEID CONDTONS.AND SHALL REQUFSTCUNIFIUTION BEFORE COMMENCDI4W0R[.CONSRACTORSHAIIVERIiYALL GE3:ERAL COMR�ICT_TO COOROBIATEF�TING WTH OURIStS FOR APPROVFL OF ALL GFN6iN•OONiRAOTaR 9HPL-0E RE8POIL•'OLE POR ALL HUM1DniG pEPAR1METR M..i+EGTION� MANUFACTURERS WARRANN AND SHALL BE INSPECTED TO VERIFY AUW m DIMLNSIDNS AND CONDEIONS ATIOB SERE INCLUDING BUIWNG AND 5ITE CLEARANCES FQ DEWERY OF EQUIM1ENf ANDMATERIALS.AND REMECA'ALL/150tEPANCIESVATH AROSfFR MUORTO THE COMMFNCEMENE ORCONFINUATON OF WORK ROUGH FJ.CGiRIC.FttO1BMG,AIm NVAO PRIOR TO MDULATNG A.ID eH�SROOKMG AND SHALL 6ECDRE TMEC NOPR�OR TO RE�,VING FINAL P6YMNT ReOM CaWIBx3 REVISIONS GENERAL DRY WELLS MUST NOT BE USED ERETHE O INSTALLATION CAUSEWOULD CRFA DGNIFlCAM RISK MR BASEMENT SEEPAGE 0.FLOODING.CAUSE SURFKIAL FLOODINGOFGRONOO/ATER O0.IMERFEREWITTITHE OPERATION OF SUBSURFACE TOTAL ROOF AREA: 2105.4 SQ.FT. SEWAGE DISPOSAL SYSTEMS AND OTHER SUBNRFACE STRUCRIRK DRY WELLS MUST BE LOUTED AND CONFIGURED WHEAF T1SFl0.CNSTNCTION WLLL NOT COMPACTIWE SOILS BELOW WE DRY WELL.FINALLY.A DRY WELL AT 100%RUNOFF _ I] SHOULD BE PROTECTED BY EAFIMMr.DEED RESTRICTION.ORDINANCE.OR OTHER 351.E CU.FT. 2°RAIN/HR: LEG MEASURES THAT PREVENT M NEGLECT.ADVERSE ALTERATION.AND REMOVAL AL °/- THE BOTTOM of WE DRY W MUST BE AT LEAST 2 FEET ABOVE SEASONAL HIGH WATER TABLE OR BEDRCKK AND BE AS LEVEL AS POSSIBLE TO UNIFORMLY DRYWELLS TO PROVIDE: p �Xe DISTRIBUTE RUNOFF W FILTRATION OVER SUBGRADE SORS. (2)Vdia.,5'dee N 16'O� CM ON: 4 1� L FOR DRY WELLS.PRCITECNON OF THE SUBGRADE SOUS FROM COMPACTION BY DRYWELL CAPACITY 422 CU.FT. y CONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL (211 CU.FT.EA.) PRIORTO M CONSTRUCTIN.THE AREA TO BE USED FORTHE DRY VJELLSHOUID BE SR - CORDONED OFF TO PREVENT CONSTRUCTION EQUIPMTMAND STOCKPILED MATMLLS ry PROMCOMPACTING BETAKEN To SOILS.WRWG COMPACTION PRECAUTIONS SHOULD BETAKEN TO PREVENTBOTHS CUMESOIL COMPACTION AND SEDIMENT CO EXCAVATION.ALL MENA. U.SHOVTION EERJI DWRHRIE UC.FTIEST PRACi1CAL EXCAVATION EQVIPMEM.ALL E%UVATION EQLRPMETfT SHOULD / SHOUW BEDEIAYED�UCHLALLOTHERCONSIRVCTION THAT TRUCf10N I II / / TEMPORARILY OR PERAUNENRY DRAW TC,WE DRY WILL ARE STABILLIED.TIPS t11f///JIS/I// k-q , _ _ DELAYED CONf'TRUCfIN FMRSASISTHE NEE0.Af DEKRIBED ABOVE TO CORDON / -- - - - OFF THE DRV\ L ARFAM TO PREVINT COMPACTION BY CONSTALICTION EQUIPMENT ' ANDI•UTERIAL STORAGE DURING OTHERSRE CONSTRUCTION ACTNf11K SIMILARLY. __ _ USE OF THE DRY WELL AS A SEDIMENT BASIN O STRONGLY DISCOURAGED.WHERE UNAVOMD LE.EXUVATIONFORTHESEDIMENTBARNSHOULDBEAMINIMUMOF 2 iEETABOVETHE FINAL DESIGN ELEVATION OF THE DRY WELL BOROAL - - ACCUMULATED SEDIMENT CAN THEN BE REMOVEDWTTHOVT DISRIRBING THE / BARER C ENSTRIILTION SOILS AT V/TMi.WE DRYO l DRAINAGE ARE U f.O�MRFTED AND N' IF D RUGE AREA STwBR12EE5. IFDRYWELL CONSTRUCTIINCAR BE DELAYED UNTILRESSH AGE AREA IS STABII DLQI ZAU.SION PIPING ORLON SUITABLE NOONMEASkI RTALL BE UNO INSTALLLD DURINGALL RUSH OF CONSTRUCTIN TO DIVERT ALL RUNOFF AND SS�� �' n"• Obi C/ SEDIMENT AWAYFROMTHE DRY CnOM ESEDNEILfIN MEASURESSHO GE AtOT aa J ; / BE REMOVED UNRLALL CONSTRUCTION WffMN THE DRY WDIY DRAINAGE AREA N o��` •'" /' 8�•'O� ISCOMPIETED ANDWEDRAINAGEAREASTABILL2ED. (2.Ll/2 , NDER CUPOLA STONE FULL AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING PLATECs /! S'J COMPACTORS.A/ MUM LOOSE UFTTHICKNESS OF 12 INCHES IS RECOMMENDED. U Cs e 045 C14v� C145 PRETREATM OT: / AS VaTH ALL OTHER BEST ASANAGF.ASENf PRACTICES.PRFTRIiLrMEM CAN EXTEND THE DRY WELLS TO BE SO'MIN. F^ U / , `Q FUNCTIONAL UFE OFADRY WELL.WHLLE GEJImALLY NOTARGNIFIUNTSOURCE OF CY ^�' RUNOFFPO rrEN.ROOFS SITE COSrRU rICN4SOURCE OF AND Dam TH AND AWAY FROM HOUSE �2 b ORGANIC MATTFRANO-WRING SIZE[ONSTRIJCTION,SEDIMENT AND DEBRIS ^yJ PIT B O CH THEREFORLROOFGUrTMCUARDSAND/ORNMPSORTRAPSSEQUIPPEDWRH 9 1 1 I DOl� IRAMC L NujNWITSTO ADRY WELLSHOUID BE WCWDED WHEREVER ' Sy u ` ®Tggc uOTH ESO UPO TOS RE MATCA IwTER MI2ETHE AMOUMOF S[DIIAQfTAND ORIE0.PARTINLATH OO t . V I I I U THAT CAN EMEILTHE DRY WELL O G I✓ 110 (TYPICAL) 6 _ INSTALL ROOF AND SOFFIT COD____ __ _ g .=-•e _2Xf VENTS THROUGHOUT(TYPICAL) CIO / _____________________________________________ O________ O ;; ,r E- if --- - _ �_ • ' + ' 4X4 POST' ;i 11 (TYPICAL)I i i ' I _ __________________________________________________ � __ _ � ,�Tp'I• 2X12 VALLEY PLATE con O IR I W (2)1-3/4X11-7/8 ML RIDGE A 12 12 E/- ' / T211XA DFN2 RR(KITS"OC_ ' COLT.2X70®16.00.ADIUST AT SOFFIT T6 w�6 i __________. Lu ------------------------------- --—---------- ------ ----- - - - - ---------------- rn _ 0 in Z •"OD x Y� O[•EE C•U'!'TER-cTANDARD 5° J j. Nora: ♦r'.Q�, 1).EXECUTION: TLILIA).W NOT ffGIN INSTALLATION U NIM SUBSTRATES HAVE BEEN PROP911Y PREPARED. - CIS 3: O 2).A)CLEAN S MF0. WOROUGLYPRLORTO BJSTAUATLON. 1).NEW SOFFIT HEIGHTS TO MATCH EXISTING,ADJUST OVERHANGS AS 7).ICE&WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS CD SURFACESB).PREPARE SURFACES USING NETHODS RECOWENDED BY THE MANUFACTURE FOR NEEDED.VERIFY IN FIELD. WITH ROOF AND SIDE WALLS(TYPICAL). (� P7 AOSLEVMGTI¢tiESTR SUSFaRTHE51A15TMTEMCOUrICPRD/FCf ODNDTRDSES ROOF PLAN rT/�1 O Q.PIETN.S N PRONETAL SIJRFAIING PAINT.IRFALES w mNrAcr wJrH D*K+NB 2).INSTALL NEW 2X6 DF®2 COLLAR TIES AT 48.O.C-UNLESS OTHERWISE 8).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOODM SHEATHING V 1 ISETPLS WITH PRQTFDTIVE BSCIQNG PAINT. A y NOTED. MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. B.ENSTALLA°O1b SCALE. 1/TEE _ 1E UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE W A).FERMIN ORKM ACCORDANCE\MPH GOA IWmBOOK AND WE DRAWJNGS L}CAmERTo BE vfrQ®TowARILs LFUDER L•TDY wREVETlr4D'CF RLINL 3).ALL PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2°DIA.GALVINIZED WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS 2),stEETNErALXBN LENGTHS WITH WATSMOfrwmrs S LAG SCREWS WITH WASHERS AT EACH RAFTER COMPLETE- a).CO �FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSOODIROiTORS AND OLLILK WmI A BUTYL SEALANT SL�]OWT E PROJECT NORTH 4).APPLY 1/2°THICK FIR CDX SHEATHING OVER ROOF FRAME 9).INSTALL ASPHALT ROOFING AS PER MANUFACTURES WRITTEN INSTRUCTIONS. USE GALVANIZED(ZINC COATED)ROOFING NAILS.11.12 GAUGE WITH AT 3).CrnBrcT WWRSPOUTSTO STONN SEWER SYSTEN AS INDICATED.SEAL 5).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND LEAST 3/8•DIA.HEADS.LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. DRAWN:MH/MS ODNNEETON WATERTIGHT. N DIRECTLY TO THE DECK ALONG EAVES. USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT 4).PROTEMOM CUTTING INTO SHINGLE SURFACE. SCALE: 1/4"=1'-0" A).PROTECT INSTALLED PRODUCTS UNTIL CO IPLETION OF PROJECT. 6).USE IS#FE'LT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ JOB 8. 6).Talc-UP'REPAIR OR REPLACE DANAGED PRODUCTS WORE SUBSTANTIAL 4.12 OR LESS ROOF PITCH USE ICE 6 WATER BARRIER UNDERLAYMENT. January 09,2014 mWIERON. SHEET NUMBER: PAWTFRTO PPIME AND PNM ALLDODR EDGE TO MNNTAW CONTPACTOA SHALL NCRIFY ARCHITECT OF ANY DISCREPANCRt BETWEEN TSBi DRAWINTS.THE SPEOiIUTIONS.ANDTHE FIELD CONOTONf.AND SHALL 0.EOVFST CUJIIFlGTION BEFORE COMMETICINGVIOAK GOMMCTpRSHALLVERDY ALL f�T1EpAL CONTRACTOR TO GOORDR MHEFTING WITH oatiU S MR APPROVAL OFALL COMRAOTOR GALL HE R CNSOLE FOR ALL EIULLDMG OE TYIENT INZf-V=ON9 A 8 AUNUFACTURERS WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS ANDCONORIONS AT JOB STE INCLUDING BUDDING AND SITE CLEARANCES FOR OELVERL'OF EQUIPMENT AND MATOUAIt.AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONRNUATIN Of WOAK ROUGH FLEOTRIO,PLIptpING,AND HVAO PRIOR TO Ri`RRATWG ANO 9I�TROOKPIG AND BNALL BEONRE THE GaI01'RIOR TO RCa^EIVPIG FRIAL PATPIENT FROH OWNERS. REVISIONS (2)1-3/4X11-7/8 ML RIDGE INSTALL ROOF AND SOFFIT VENTS THROUGHOUT(TYPICAL) �b DBL 2XP COLLAR TIES ' ' 12 81 C) .�g�� THRU-BOLT EACH SIDE OF RRF AND COLLAR TIES - FLOOR PLAN 0' SCALE:1/4"=1'-0" a X6 PLA 3/4-SUBFLOOR .�. �'(•8 MATCH INISHED •� N OBL 1-3/4X71-7/8 ML FJ(a}lb-OC 4;p@/• Flp R IQ n a e (3)1-3/4X14 2%6 76'OC � 5/8"TYPE-X FIRE RATED ML HEADER SHEETROCK ON WALLS AND CEILING PER CODE y °O 1 WXWX6•CEDAR C) SO ® WOOD BRACKET FRONT ELEVATION a SCALE:1/4"=1'-0" 2X6 ACQ PLATE SI SEITE SHIELD SiLL SEAL 4'CONG SLAB,REINFORCED(TYPICAL) PTTCHI •:12-TOOVERHEAD DOOR • COMPACTED SOIL(TYPICAL) _ y -� •:•8°PC WALL O FO~ 16-XB-CONC.FIG. —- -— •_` (2)N5 ROAR - I�'S-I SIDE ELEVATION - SECTION A-A C) SCALE:1/4"=11-0" SCALE 1/4 - 1 A WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL �j o m AS PER TABLE 1609.1.4.N.Y-S.RES.CODE:ALTERNATIVE FOR OPENING PROTECTION OF NOT USING IMPACT GLAZING) /ti Ir7 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/I6- AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO-STDRY BUILDINGS.PANELS SHALL BE PRECUT TO _ COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFERTO SECTION)1609AA,1609.65 AND TABLE 1609.1.4 OF:N.Y.S.RESIDENTIAL 1�-1 z CONSTRUCTION CODE).THIS IS NOT A SUBSTTTUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. 0 5/4X6 CEDAR ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. Q � CAP - - HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. V IX3 CEDAR W ,!I TRIM 1'-b- = �BI}►E21�6Nx•aCa5 H4 X _= 6-0- ��'1I�I II�I I(I�r III�I)'•1-I� I�,II!��,;I,1, _�'�f1 I�+ �t,n'��( I !itI I�iI��_'�f fI J�II�I'I��I �I�i ��(I!If�i fff i���II�I�� f�'��I�f`i� jI�I�i,_/•(1���>SS�!>�_,,�ii tt'i� �ri•�r I,i'p1!((�II����1I( yti�!��iI®•+ W��� �•I'���I+I�����1�� �I►r�I II�,�,{iI,y;��(((('��/I�'��(IIf�'��` (�-II�+II`���;''I'••���� •' - Ll rn 4X4 ACQ POST Tt 2X4 HOR BRACING IXfi TG6VJ i CEDARSDG. I Q WE Z� _ _ All ) TRIMiX4 CDAR _' ' zxa ACQ 16•oc _ i J I 1 I � I '� ` I 11 I I f 1 i% t �j 11 '` � 1 ' �"'a,�"°"` � L w=3 ° COMPACTED STONE BASEtl1t __- _ - I 11 j!H I I (J! 1 NFoA„M �A,•o..l * ` 1 j (• " o Tn •O•e v (DRAINAGE AS RED.BY CODE) I I ' IIIIII ,{ l rN"O °.•> ` � • I I� � 1 ,,D�NNA�,•:,As•DSe, rJ cn 3'4O- •a°� B'DIA ?CONC. p v l+ I 1� /lI I1 j1 dA R,®row' 1�+ f 1L F� (( y`� •P,.N PIER TYPICAL WINDOW OPENING I I 11 I I (LESS THAN 4•-MO-W OPENING) DRAWN.MH/Ms CROSS SECTION TYPICAL DOOR OPENING SCALE. 1/4" 1'-0" - a-au"Fn,nioscm TClm (LESS THAN 4'-0%e'-O.OPENING) JOB(!: SCALE:1/2"=1-0n DnuMN an NRnan uR"R, 5amimy 09,2014 ANDNDD®>.�D.� TYPICAL MULTIPLE OPENINGS SHEETNUM13ER: (MORE THAN 4'-OW-(.OPENING) PAINTER TO PPIME AND PALM AILDODR EDGESTO MAIMNN CDNTRARO0.5Hl"1 NOIlFY.NCNTEECT Of ANY DtfOIEPANCIFS BETWEEN THE INUWINGf.THE SPEGLIGTWNS.ANDTNE FRID CONDTONS.ANO EI,AIS REQUEST CLWHGTON BETOIIE COMMENCMGWORK CONTRACTO0.5NAlLVERPY All GENDiAL CONTRACTOR TO COOFA mrE Na WITH OWN133D FOR dFARcvdL OF ALL GIXEFAL C:OMWAGTOR BNAIL DE REBPON4B3LE FOR All DIIB.OMG DEPARTMENT INEPELTION9 A 9 MANUFACTURIIS WARRAN MD RIALL BE INSPECTED TO VMFY ALL WORK. DIMENSIONS MD CONDITIONS ATJOB SITE,INCUMNGBUMING AND SITE CIEAMNCES FOR DELIVERY OF EQUIPMENT AND MATERIMS.AND REMEDY ALL DUCSI MCIESV ARCHITECT PRIOR TOTHE COMMENCEMENT OR CONTINUATION OF WORK ROU,^.N ELE^TRIG,PWIOMG,AIm HVAC PRIGR TO INSULATMG AND 6NE�fROfXMG AND&/ALL BEOJRE TNELdOFfi2bR TO RECEIVING FMAL PATHENT FROH OURNER9. REVISIONS AESchC+r SoftwaM 416"Ion.4.5.0. Compliance.Cer tiflcat e:. 0mlect 12 �>F.:fir mdF 207II N¢�.Tdh,EoPsyYCo�seFsaimn..: _ �6 lec. �. - SniFoUcCwiay'dew�foik" __ __ SY� SSrigli faFF�{t 2X6 U 16' 2— 4 '.Eti.an Elm Luji -�nstrumonSEc OrEEeRA9eo�' DEsgnetlt'aapra®r__ INSTALL ROOF AND SOFFIT VENTS THROUGHOUT(TYPICAL) .:5f3iASSG -. ']Itil[SdvisQ;didia'. ' .9OtR31�O•d?'. 7s4]a511•�' 1-3/4XII-7/8 ML RIDGE iO ML -CUT OUT EX.ROOF V 1 FOR NEWCUPOLA (2)9 /2 mri.,+i. (2)2X6 DF#2 RR®16'OC ALT.:2X10®16.00 a..5 ErtycLoM ASSETRETF(ES x e EJ.• 4X4 4X4 _ POST SISTER 2X8 JOISTS w/ POST � • 3/4'SUBFLOOR - ."ii�ara±JllF9Ymdiz"srJ-fn:q.vti�ceodD-oed SPem.' slS. .3DA. .DA'..aD)7 "v AT CUPOLA AREA L AL I ILL I - y arm 2=eroatrT�.e;2c�' ':'JJz' 'its.D'. Da 1i060 23 sTNc. — a iEealF '�a.Tamod� _ �:al.tm•E: ::.3z: :9� IX 2X10 DF#2Up16.00 . CUT BACK EXISTING a4$2:WmdF.m:c2i',e.c :i70' }SU; .CA :0.= 37 SOFFIT AS REQUIRED - -02PO :au - f�.t.>�3;iv - .u3asiEirr-w-r:s ?ll* iss' iLD. :e� a4!17 15 e?ig2.CFElFPdli'Cide9 259. 21,0' O: -*"2 Q smeo.�.E s>��m�daaand�oamrom/.e�. �.aI E�"taassF�s naP r�x Q asb.a¢d dhx6eEe...a.P�F;a-'t7�eyq dLuii.gJe4�v. omeereFe2DmKmYa.t6psr-. SOLIDEXISTING r..36 gl:.�,e6._"'--._ w:mn45n.ndmw..dr*�d!tl.em:odmrf�w� >�3n- - BLOCKING - _ 2X10 RIDGE f- 2xB EXISTING 3/4'SUBFLOOR OI4roc - —- -— O 2X10 DF#2 FJ"®16.00 EXISTING - - (3)2X70 GIRDER '.PtajeRTYI�: ..RepD dates- 3u o fF ime cuisaFstti�fm,s :p�Je'i } _ ® � C0 W Un 00 ! O 12'dr 0C FG i EXISTING 1� z COLUMN ' i 6X6 ACQ POST Q U EXISTING 3/4'SUBFLOO 2X1O DF#2 FJ(316.00 QI 2X8 ACC)D] (3)2XB ACQ - 4X6 Q SILL _ GIRDER - (MATCH EX.) e _ TERMITE SHIELD - :B -:?:!i`= i!L -4,! r i.W=,liiii.11 11 .',:-= q1i Jtl1 .ii11,. !6h!r o - !�—� SILL SEAL B'PC WALL 12'diPIER C. - -� DAMPPROOF - O .P EXISTING EXISTING EXISTING I • r) - —_ -— SLAB 24X24'X12' 16'XB'CONC.FTG. —- -— Lu CONC.FTG. (2)05 REBAR Lntj Lin Q �Z SECTION B-B o SCALE: 1/4" = 11-0" L wo Cd oca CJ o DRAWN:MH/MS SCALE: 1/4-1'-0" JOB#: January 09 2014 SHEET NUMBER: PAINTER TO PRIME AND PARTS ALL DOOR EDCEf TO MAREEMN CONERARORLWLNODFY ARCMRECT OF ANY DIECREPA a BEIWRN THE DRAWINGS,THE SPEOFKATIONS,AND THE FIEDCONDIDONS.ANDSHALL REQDFST CLIRIFKATION BEFORE COMMENONGwORIL CONTRAI-FDR AEALLVERIFYALL G(TQ3iAL C:OMRAGTOR TOC:OORDMATE MEETING BIITN QtRIBiB FOR APPROVAL OF ALL a'm SOONTRf.OFOR BHALL BE REBPONuerc FOR ALL BYBDREG DOARTM4M INBPEGn- A 10 MANUFAC1DRfllTWARAANry ANO DIALL BE INfPECTID TO VERICYALL WDRK DIMFNSIONf AND[ONDSEIONf ATJOB RTE RE[LNDING BURRING ANO RTE CIFARANCFt FOR DEINFRYOF EOURKAEN'F AND AUTflUAIf.AND REMEDY ALL Da[REPANCIET WRN ARCHR[CT PRIOR TOTNE COMMI:NCFMENT OR CONTWUATON OF WDRK ROLGN ELECSRIO,PLI+®MG.AND NVI:PRIOR Ta Ri81lJ TMG AND d4f ROGKRL AND BNALL BEGURE TNEG xOPRioR TO RECFJVING RNAL PAYMENT FliOI10U111ee8. - REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION 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. -END KING STUDS WALL RAFTER WALL STUD B CRIPPLE STUD tj BOTTOM PLATE RIDGE - LEDGER BATHTUB HEADER DOUBLE JOIST SDEWALL _ " RAFTER_ JACK STUDS ' FLOOR USP NUMBER DESCRIPTION APPLICATION - - - 15T ApSS HOLD DOM CONNECT TO 1 SIDE OF ALL CORNERS _ - - ANCHOR TO FOUNDATION W/ANCHOR BOLTS LATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT C ONNECi TO 1 90E OF Al CORNERS ON LOCATION USP NUMBER DESCRIPTION APPUC wTON LOCATION USP NUNBER DESCRIPTION APPLICATION RAFTER y USP NUMBER DESCRIPTION= APPUC ATOM SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR O HOLD DOM BOTH SOT-PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH(2)JOISTS UNDER WALL. ^ 2ND, AD55 ALL OPQIINGS LSTA12 1-1/4'.12-2Ogn.STRAP APPLY TO EACH JACK STUD' ROOF 15Tw24 1-1/4'X24'20gR.STRAP APPLY OVER RIDGE TO EACH RAFTE 2.6-]x8 LS26 18ga SIAPE HANGER PLY ID EACH RAFTER/LEDGER ANCHOR PLATE$OF 1ST.FLOOR CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS PROVIDE N THE FLOORS lD EACH OTHER W/THREADED ROD. ALL OPFNINOS RTa OR RTJ TYDOWNI MICHOR APPLY TO EACH CRIPPLE L5210- 18ga:SLOPE HANGER APPLY TO EACH RAPIER/LODGER BLOCKING 024'OC y WALL STUD p -TIROS SE COF EXHAUSTS9=LECTED ANDL4-ITEDBYCONTRACTOR NF.TAL STRAPLI CRICKET AT lDP-yDE OF AS TLATION CHANNELRIM BOARD CHIMNEY AS REWIRED - RAPIER - •V•1 � O•'y � SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN VENTILATION MOOD SIDEWALL FLASHING - BLOCKING FOUNDATON _ - _ TOP PLATE BLOCKING °a _ '' R ISH WALL AND MOISTURE 214 LEDGER STAPPING To ATTACHED TO WALL STUDS WWOC• - BARRIER TO LAP FLASHING 2,I SOM JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS _ AT WALL--MAINTAIN GAP ATTIC SHALL BE PROVIDED'WITH A FASCIA _ BETWEEN WALL FINISH AND _ MINIMUM NET FREE VENTILATING AREA - GUTTER FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOARING WALL STUD - NOT LESS THAN 1/150 OF THE AREA OF MOOD GIRDER INSTALL 4'0'O.C. �A� THE SPACE VENTILATED. ALL OPENINGS - - SHALL BE COVERED WITH CORROSION- ONTIN.SCREENED VENT 4'-S' LSTA24 1-1/4's24'20gu STRAP M D JACK STUDS _ RESISTANT METAL MESH WITH MESH pNTIN.SOFFIT/EXT.PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF VL INCH IN DIMENSION. _ INSTALL 4'0'D.C. FLASHING TO FORA CHANNEL "ONSP NUMBER DESCRIPTION APPLICATION SOFFlTEO EAVE 8'-14' LSTA3Ll 1-1/4's30'18go.STRAP AND JACK STUDS AND SO AT F MAINTAIN AIR GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS / .AC TON RT10 10-a/4'X 18go.TYDONN ANCHOR _ ,EACHRAFTER PROVIDE BLOVER BETWEEN JOISTS THAT ARE SPICED ANOINSTALL K O.C. - - ROFFITED EAAE D / OVER BEARING WALLS AND HEADERS14'-16', LSTA36 1-1/4'a36't8ga.5'IRAP aND JACK STUDS RT20 21-1/8'X 20gn.TYDOWN ANCHOR CONNECT TO SOFFlTED EAU£DETAIL - ON ALL OPENINGS _ PEEP ROOFING NAILS OUT EACH RAFTER O 2ND.FLO R WALL OF FLASHING y,.+ ROOFING LAPS BASE _ FLASHING 4 INCHES '- RAFTERrTl _ BASE FLASHING WRAPS CORNERS NIRCAP OF SAME yry \/ E%TENDS UNDER SHINGLES AT AL AS ROOFING SDES 4 INCHES AND LAPS TO SHEATHING SHINGLES AT BASE MIN.4 INCHES GH VENTrr��GDJOIST zri TOP PLATE GIRDER/HEADERSIDE WALL FLASHINGST.FLOOR WALL $TAPPING TO BE ATTACHED TO WALL STUDS®46'OC - WOOD JOIST - _ AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,SIDEWALLS. WALL STUD F AND RAKES--PROVIDE HEMMED EDGES SO T/] FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION RAFTERS AS TO FORM ORARY A CHANNELS AND- �i PREVENT CAPILLARY ACTION F+ 4 -8'- LSTA36 1-1/4'x36'18gR.STRAP ACID JACY,STUDS - - _ LOCATION USP NUNBER DESCRIPTION APPLICATION - PRE-MANUFACTURED - I-4 ON ALL OPENINGS - CONNECT EACH RIDGE VENT FOLDS KEEP SHEATHING MIN.1-1/2' ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WIN L, O - RAFTEFL/PLATE RTTS TYDOYM ANCHOR OVER RIDGE TO PROM PEAK TD ALLOW FREE THE PROPER STEEL CONNECTOR E-• INSTALL 4'D'O.C. _ RAPIER TO PLATE AIR PABSAGE IF ABLE,SET FIR JOISTS APROX 1/2-HIGHER THAN LW HEADERS1-4 e'-16' MSTA48 1-t/4'X48'161a-SCRAP Allp JACK$TOO$ - OF RCONFOOF TO SLOPE ON ALL OPENRJGS - PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER - OF ROOF TO ALLOW FOR SHRINKAGE..h REDUCE BUMP OUTS - - - PLATES TO EACH STUD - - • - _ _ - COL.SILL PLATE I I-�SUSFLOOR TERMITE SHIELD - - - GASKET' • WOOD JOISTS _ NEOPRENE I- f 2.6/2z CONTINUOUS WOOD PLATE TP.CONC.FOUNDATIONallEllMR 6OMIL POLY • GASKET BOLTED TO STEEL BEAM W11HDAMPPROOF EXTERIOR - P yi _ L BEAM 6MIL POLY ON EXTERIORANULAR FILL }•° 1/2'DIX BOLTS 0 41r o.c.STAG.STEEL COLUMN I •• \ - wROOF JACKCONC.SLAB }•°•, v A POURED OLT EMBEDMENT `- 4'�e 1/4 8'STEEL COMPACT FILL ROOFING LAPS - TOP AND BOTTOM PLATEBLOCK WALL: 15' SAES NG ATOPWTH 1/Y•6'ANCHOR BOLT- 11JKEYWAY FOOTING - CONC.FTG. '° aO'G •• Ug WITH aX3 SQUARE WASHER$ 1/Y GROUT L.�� >ANCHOR BOLT CONNECTIONNG BAR 1USP LBPSSBOR BP583)DRAIN TILE p ANCHOR BOLT CONNECTION FOUNDATION /8'DIX ANCHOR BOLT I (�- (•1 STEESCOLUMN O LLI Y 0 - SuPPoRnNG FLASHING LAPS __ KIP ROOFING AT BOTTOM rep SILLAWL PLATESPACE O FOUNDATION FOU 1 STORY T2'OC -SLL PLATE TO FOUNDATION IYPIC AL BEAM DETAIL �.,( TYPICAL CONC-FOUNDATION.APPLY PILASTERS_ 2 STORIES 36'OC STEEL/BOTTOM BEARING /�� INHERE NEEDED FOR STRUCTURAL BRACING. MIN.3'STEEL-COIUNN ANCHORED TO 24'Y24'X12'CONC.FTC. -CRA C R FDU D TO - •\V W - - WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 5T OC 4•l) SLAB-ON- AO - ROOF JACKS A VENTS DETAIL CIS 3-O T�"1 CD co _ 1 - SUSFLOOR co CONC.SLAB - / - DOOR FRAME 6X6.10/10 WM1WM GARAGE - o-_JOIST V1 COMPACT FILL - DOOR - USE 2%B STEEL BEAN FOR BUOCKOUT DE�_: 4'SLAB P.T.PLATE W/6X6 IMAM \I SLOPE - 4'DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT 1/2'AIR ` <1 - • (WITH A NAILING PLATE IF NEEDED) - _ ' ' 4•' AT END AND 4• - �p r• TO BE APROX 1/2-OR HIGHER THAN ES OF WOOD NO • STEEL BEAM To ALLOW FOR SHRINKAGE G +-- +-- - - � •° BEANS 4 '• (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) '° •�'° aQ. 6X6 W.W.M. -° ° -°- ��° _ a °•! ••e•:° _ DRAWN:MHIMS MIN- (9 Ie •� d�•6 aQ•° G/!•u•• y __NOTCH BEAM FOR MUDSILL IF REQUIRED--MAXIMUM °°.•a 4• SUOROOR SCALE: 1/4"1•_(In NOTCH EQUALS 1/4 DEPTH OF BEAN - o REINFORCING BAR i0 4 REINFORCING BAR I, I _ MOIST JOB#' . DRAIN TILE �� _ FI - SHEET METAL/aU8 FELT UNDER BEAM AT POINT S• O !C • STEEL BEAM JaD 09,2014 12 OF CONTACT WTH CONCRETE OR CONC.BLOCK PLATE(BOLTED TO BEAM) a• "� _ _ SHEET NUMBER: TYPICAL GONG.MONOLITHIC FOUNDATION.REINFORCE WITH(2)$4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. .. SHIMS TO LEVEL BEAM REINFORCE FOOTING 1WT11(2)g4 REINFORCING OAR$ _ - - S MINIMUM BEARING SURFACE FOR N000 BEAM GARAGE ODpR BLOCKOUT BEAM POCKET - PAINTERTO PRIME AND PAITR ALL POOR EDGES TO MAMTAIN CONTMCTORSHALLNMT RCHrtEGTOF wNY DUCREPwNCIFS eEiWEENTHE D4AMNC6.THE 5PEC1F1CAl1pNS.ANDTHl1lE1DCONUTONS..WDSLUII REQUFSTCWUFKATION BEFORE COMMBiCINGVAWL CONTRA-MSHAUL 'ALL A 11 MANUFACTVRFRS VMIIAANTY AND SHALL BE INIPECIED TO VFIUFYALL WARK DIMENSIONS AND CONDLTONS ATJOB SiTE1NCLUDING BUILDING AND SITE QEARANCFS FOR DELIVERYOF EQUIPMENT AND MATQUAL(AND REMEDY ALL OUCREPANCURIVATH ARCHRECTPWORTO THE C IDICEMFM ORCONTINUATION OFWDRK RdJGH F1.ECTRIC,PLIAmM°,NJD HYAG F'FLUOR TO MBW.Al1NG AtA 6HEETROGKM6 AND BNALL BEGIRE TNEGMGF•RIOR TO RECENMG FINAL PAYI$M AROM NME3IB. REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVM USP METAL CONNECTORS F00.PROPER W WD RESISTANT CONSTRUCTION.FOLLOW MANUFACTURE$RECOMMENDED INSTAUATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACTLY. 4'MAX KING STUDS Z�] 4•DIA.MAXIMUM m9�� CLIMATIC 6 GEOGRAPHIC DESIGN CRITERIA RAFTER CRIPPLE STUD II GROUN WIND SESMIG FROST WINTE ICFSHIEID FLqLEDGER SNOW SPEED DESIGN THERIN LINE TERMITE DECAY DESIGN UNDEILLA HA RIDGE HEADER LOAD QAPHJ CATEGORY DINER TEMP. REpVIRED 0 45IIL. 120 8 SEVERE 3 FT. MODERATE SLIGHT' 11 NONE TOHEAVY MODIRA Z � RAFTER JACK STUDS RAFTER-TOl=_ER CONNECTION LEDGER TO BE CONNECTED TO BIlJ4 USING 12'DIA BOLTS 16'OC\xSDH WASHERS H ADER-TO-0OSThTV D CONNECTION DECK AND COVERED PORCH NOTES: RIDGE TTTJI4FTER CONNECTION RAFTER A2E USP NUMBER DESCRIPFlON APRIUTION LOCATION USP NUMBER DESCRIPTION APPLICATION ).UnIm otherwise Doted,all framing material to be n ACQ Presime t ed hmbec. aT'MR I IN- LOCATION VSP NUMBER DESCRIPTION APPLICATION 2x62x8 L526 All JIBS.SLOPE HANGER LY TO EACH RAFTER/ ALL OPENINGS LSTA12 1-V4N1 tugs.STRAP APPLY TO EACH JACK STUD fartenHT.hangers and end,on to h gahiisdzed w rteintm rteeL ti �S ROOF LSTA24 1-V4Y24'20ge.STRAP APPLY CNFR RIDGE TO EACH R/1FTER 2X70 mto logo.SLOPE HANGER PLY TO EACH RAFTER/ C)9ENING5 RT3 OR RTl 'Tl'DOLYIt4 ANCHOR PLY TO EACH CRIPPLE STU J.Gldm fv deck APISH to be belted w anchored to id.post w plc with washm and nw Q ';' CAMcanoete Pm shag be anchored with pi'Opc rted mnneRwf alldloled Q' into concrete with a minimum T W die x 7-long anrhw boh with wadmn and null- V h 1-12'SPACE - ti a MINIMUM 3).PORs supporting glcdns dmR be anchored toe nfinimwl 24SQ4'42-Ihbk concrete a .•J b footing.Use a minimum W'da x T long andlor bolt with wash—and nuts Footings Shall C q y RAFTERbe 3 ft.below grade- HANDRAILS 4).D ave eck JOIM to h bloddng M If(10.[.. y O —ER R J.FlaMng shag b etween e 1-11led b the buU a g and ledger.LaWM up the sheathing war Cxl D. •11 d the ledger.ledger to be fadened to building with 12•dla.bolts with wmhm x n POSE and nuts nt 76'o.c y U ^ TOP PLATE 6).Con—le Pim shde a i b minimum 6•above gmde- L TOP PLATE BALUSTERS .AIL Joists be s to upported wlih hangers aId andlws.Each Joist thaB anch also be ored RIMMECK JOIST to girder(s). a OPEN BALL____ ATTACHED TO WALL Wes'�D WALL STIJ ).C--1 Roofs shall be—.rLW d and andwnd the same name as a typiW buRdo,- slmlaon hangers arW--with 2-MAX Mppla plotectlVe madng w equal XANDNII CONNECTION AFTER TO PI ATE_=JD CONNECTION w enY mnfaQ wLM ACp- R US THE FULL aRFCTOP ATFISTtIn CONNErnON LOCATION USP NUMBER DESCRIPTION APPIJCATON ALL HANDRAILS SHALL BE CONTINUO HANDRAILS SHALL THE STAIRS fiANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMB DEXR1PT10N APPLICATION yL A PITS TYDOLVN ANCHOR CONNECT EACH NAILING SCHEDULE 61iALL NOT BE LESS THAN 1-IW NOR MORE THAN 2-IN 4•-W RAFTER RTIO 163/4'x 1Bga TYDOWN ANCHOR CONNECT TO RAFTERTO PARSE POSTTCs-DE[K[ONNF[TION CROSS SECTIONAL DIM01MON.OR THE SHAPE SMALL EACH RAFTER PLATE/WAIL SPTH9 STUD PLATE ANCHOR CONNECT OVER USE MIN.(2)12'DIA GAI.V.BOLTS WITH WASHERS AND NUTS PROVIDE AN EQUIVALFNTGRIMNGSURFACE B'-12'RAFTEIl Fmo 21.lAr.20ga-TYDaWN ANCHOR CONNECTER PLATESTO EACH STUD NAIL NAIL EACH RAFTER JOINT DESCRIPTION QTY. SPACING NOTES O �IRUCTURAIL PANEL I Ed rMJITAILE3.8 4' WFCM-SBC 4•DIA MAXIMUM �} ' I GIRDEPMEADLR GW GIRDEWHFADER ROOF FRAMING: JJa 2: OINi DESCRIPTION NAIL NAIL NOTES Q JOIST ETV. SPACING y POST/COLUMN TOP PLATE T E B WAIL-3-Bd COM O EACH OE-NAIL TOP PUTT IO'WAIL 4Bd COMMO RAFTER PosTrcowMN cEL1NG JOIST awnitL-3-ed coMMO EACH F TO TOP PLATE 10 WALL 4Bd COMMO JOIST OE-NAIL U CHUNGJOISTTO AS PERTABLE 3.7 EACH FACE r' GIRDEA/HEADER PARALLELPAFTER WFCM-SEC LAP NAIL CELWGJOISTLAPS AS PERTABUE 3.7 EACH FACE POrT•TOGRnERME DER CONNErnON OVER PARTITION WFCM-SEC LAP NAIL Z H COUARTIE Af PERTABLE 3.4 EACH FACE LOCATION I USP NUMBER DESCRIPTION APPLICATION TO RAFTER WFCM-SEC END NAIL 4x4 SOLID COLUMN PBT44/PBSE44/KCMPOSTCAPANCHOR YTO EACH COLUMN BLCIOONG EACH TOE FC'�: SPLICED JOISTS OVER HE DE0.aGIRnER 2-Bel COMMON DECKmnR[H RA1 LN _ TO RAFTER END NAIL � 6x6 SOUR COLVMN PBS66/PBSE66/KC66 POST UP AI4CH0 PLY 70 EACH COLUMN B'355-T •TITS nacADE0. ONNFfT1DN LOCATION USP NUMBER DESCRIPTION APPIIUTION RIM BOARD EACH END GIST TO GIRDERMEADER A. Tl'DOVM ANCHO CONNECTTO EACH JOI HOIlOW COWMN SIMPSON STWt12 H.C.ANCHOR [APPLY TO EACH COLUMN IISE INW.(2)12'DIA GALV.BOLTS WffH WASHERS AND NUTS TO RAFTER 2-16d COMMON ENDo NAIL STU WALL INNING: BEARING PLATE NAIL NAIL - GIRDER JOINT DESCRIPTION 44 QTY. SPACING NOTES TOP P PATE 2-16d COMM MR T FACE NAIL TOPWOOD JOIST TOP PLATES AT -16d COMMOI JOINTS FACE INTERSECTIONS MINTS NAIL STUD TO 24• FACE LEDGER _ STUD 2.16d COMMO O.C. NAIL Al II CONCRETE PIER W WOODJOIST HEADER ONG EDGES NAIL TJ] GIRD wDFADER HEADER TO 16.O.C. FACE UJ JOIST Ibd COMMON TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END 0 PUTETOSTUD 3-16d COMMO PIA2x6STJD NAIL O Z FL ISH JOISTS WTTTIH ADERA^•iRnI3R DOUBLE K •• FLOOR JOIST.BIND]OIST.2-16d COMMO FAT FACE NAIL W D IN-IOISTTOB ONNCTION ALL JOISTS CONNECTED TOAFLl15HHiEADER TO BE SUPPORTED WITH I (MINIMUM) EN'OTTOD JOIST OR BLOCKING Y0 - FOR HEADER HEADER-IRDERTQ.an<T CONNECTION �-1 LEDGER TO BE CONNECTED TO eIDG.USING 12•D1A BOLTS 016'OC WITH WASHERS THE PROPER S'1EEL CONNECTOR. I OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION Q IF ABLE SFr RR JOLM APROX I/4•HIGHERTHAN LVL HEADERS I TO ALLOW FOR SHRINKAGE ROD I (2)BEAMS PAV4400.WE44 ST/BEAM ANCHOR APPLY TO EACHPI REQUIR I HORSED (3J BEAMS PAU660RWE66 POST/BEAM ANCHOR LV TO EACHP IJ.I O DECK FRAMING: FLASHING TUCKED UNDER IL NAIL NAIL (� CD w TOPPIECEOFSIDING AND JOINT DESCRIPTION NOTES _ r•� cn QTY. SPACING UPPED OVERFIRSTCONTIN. JOISTTCI: PEA TOE U CD LPIECE OF SIDING BELOW THREADED ROD SILL TOP PUTS OR GIRDER 4•ed COMMO JOIST NAIL T/� BRIDGING EACH TOE' V� DlAUG90LT3 W/WASHERS CNW COUPLER NVT TO JOIST 2-Bd COMMO END NAIL NECTED TO BLDG.016.OC POST BLOCKING EACH TOE MINIMUM TOJOIST 2-eel COMMO END NAIL IL WOOD JOIST END DISTANCE BLOCKING TO: EACH TOE LILLORTOPPLATE 3-16d COMM BLOCK NAIL B OCK NG FLOOR FRAMING MINIM M LEDGER STRIP EACH FACE TO BEAM - 3•16d COMMO JOIST NAIL 2x JOISTS •'d•. . ENa CE 12Sr12Sd2' JOIST ON LEDGER 3- ER TOE WOOD GIRDER Y n CONCRETE FOOTING • TO BEAM COCOMNI JOIST NAIL DRAWN:MH/SANS ^ BLOCKING FOR JOIST HUNGER TO JOIST JOLT NAIL BANDJOIST 3-i6d COMMO PE0. END SCALE: 1/4' 1 0 LAG BOLTS •p • BAND JOIST TO: PER JOB$I: HOLLOW COLUMN UPUFT 2-16d coMMo TOE NAIL Jan 09,2014 SILL ORTOPPUTE FOOT RIM JOIST/BD. SIMPSON STRONG TIE MODEL MEND nECK POST FTC•.CONNECTION SHELrf'NUMBER: � SPLICED JOISTS OVER HEADER/GIRDER INSTALL AS PER MANUFACTURES RECOMENDATIONS PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND LOCATION USPNUMBER DESCRIPTION APPUCATION USE WITH RTIOTYDOWN ANCHORS 4X4 POST PAUJ OR WE+I POST/BEAM ANCHOR APPLY TO EACH FOQTIN niCCmOR H EnC.fR ONN rnON 6X6 POST PAU660RWE66 POST/BEAM ANCHOR APPL'T.EACH FOOTIN PAINTER TO PRIME ANDPAIM ALL IpOR EOGEf TO MAINTAIN CONSMCTORStWLNCITIFY ARCHITECT OF ANY pISCREPAHCILBFTIVEEN TREDMWMGS.THE SRCIFlUT10145.ANDTHE FlFID CCHDTONL AND SMALL REQUFJTCWUFIGTON BFSORE COMMENCWGWORK CCINTIIACTDR SIULLVEIUFV ALL Gf`tJO LGONIRAOTOR TO—,RAW HffTING WITII 0W1ER6 FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILONG DEPAMTi19,!T INTQEGTI— A 12 MAI4UFACNRERSWARJUNTYANOS IIEINSPECTm TOVERIFY ALLVORK DIMENSIONSAND CONDITIONS AT JOB SITE WOUDING BURRING AND SITE CIFARANCD FOR DDIVMV OF EpU1PMEI .MO MATERIAL.AND REMEDY ALL DMREPANQESWTH ARCHITECT PRIORTO THE COMMENCEMENT OR CONTINUATION OFWORK pg1GH p-EGTRI:,pLIp1BiN5,AHp LNAG gaidx TO INNLLATWG AID SHF>:TROGKWG AND BNALL BEaI,¢E THEGWOPRIOR TO REOOVING FlNAL PATMIXT p30M OBMEi2B. REVISIONS GENERAL NOTES WiND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4'x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLINGJOINT DESCRIPTION NOTES When a collar tie Is used in feu of a ridge strap,the number of IOd common nails required QTY, SPACING CONSTRUCTION NOTES: In each end of the collar tie need not exceed the tabulated number of Ed nails In the strap. RAFTER TO 8'WALL•3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE _ 7D'WALL•4•8d COMMON RAFTER TOE-NAIL _ 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOTAL SO,FT.OF CONSTRUCTION (SEE PLANS) intent and framing details.They are intended as a construction aid.not a substitute Lateral framing and shear wall connections for rafter,ceiling or thus to top plate shall be in CEILING JOIST B.WALL•3-84 COMMON EACH TOE-NAIL for generally accepted good building pmctice and compliance with current New York accordance to table 3.3.When a rsfter or truss do not fail in line with studs below,rafters TO TOP PLATE 10'WALL-4-ed COMMON JOIST p PRESCRIPTIVE AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE AND State building codes.The General Contractor is responsible for providing standard or tnssms shall be attached to the wail top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA 2006 SEC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL 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-SEC LAP NAIL- sound.and a weatherproof completed product. shall be connected with uplift connections In accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PE FLOOR PLANS CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM-SEC LAP NAIL EXT.BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: LLAR 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 CO 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 cons tors in BLOCKING EACH TOE ATTICS w/STORAGE - 20 accordance with table 3.3. TO RAFTER 2-8d COMMON END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent Over scaled drawings. a RIM BOARD EACH END (LIVE LOADS PSF) ROOMS OTHER THAN SLEEPING 40 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-lbd COMMON END NAIL ( ) 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 responsibility for construction coordinating with these plans,nor responsibility,for foundation and slabon-grade,15 inches in masonry block foundations.or lapped under NAIL NAIL GAURDRAILS ANY DIRECTION 200 construction means,methods,techniques,sequences,or procedures,or f safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES Precautionsprograms plate, quare w (DESIGNED FOR CAT.C) and cos in connection with the work.There are no warranties for bottom3 inch s ashes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY specific use ex shed or implied in the use of these plans. spacing is to be spaced and sized In accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2_ PER FACE NAIL CJ L-s pre p p g pal6d COMMON . anchor butts are to be spaced between 6-12 inches from the end of a snl plate and all TOP PLATE FOOT SEE NOTE:1_ LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION w ,, ti e ROOF•FOUNDATION) DETAIL PAGE&GENERAL NOTE PAGE >_ 5).Ref to the Window and Door schedule for exterior openings. amens. TOP PLATES AT 4-16d COMMONJOINTS FACE hX C m INTERSECTIONS EA SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE e� c 6).The General Contractor,i to ensure that masonry or prefabmcted fireplaces meets 5).TYPE 1 EXTERIOR SHEARWALL CONNECTIONS. STUD TO 24° FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE ..�'., Aa Z or exceeds manufactures specifications and applicable codes. Type 1 nderior shear walls with a minimum of 7/16 Inch wood structural panel on the exterior STUD 2-16d COMMOND.C. NAIL to O o •.r attakfied with Rd common nails at 6"o.c at the panel edges and 12"c-in the field,and - FIRE PROTECTION " 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with Sd cooler nails of T o.<.at panel HEADER TO 16"O.C. FACE SEE FLOOR PLANS gypsum 16d COMMON (SMOKE&CO2 bETECTORS 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 I ALONG EDGES I NAIL - - i Q," U In table 3.15a-b. .- TOP OR BOTTOM 2-I6dCOMMCYN1PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION e B).Wind load requirements shall be taken into account during construction. PLATE TO STUD_ 3-l6d COMMO PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHKK 6).TYPE It EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE T6. FOUNDATION NOTES: Type n exterior thearwant than meet the requirements of table 3.15a_b times the appropriate FLOOR JOIST,BAND JOIST, 2.16d COMMO PER FACE NAIL CLIMATIC &GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE:1,2 1),The General Contractor and Masan to review plans.elevation,details and notes to GROUND WIND SEISMIC FROST WINTERI ICESHIELD FLOOD determine intended heights of finished floor()above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All looting:to rest on undisturbed(virgin)soft. interior shearwalls are used.Sheathing and connections shall be In accordance with JOINT DESCRIPTION. NOTES QTY. SPACING MODERATE SLIGHT TO 3).Provide 1/1°expansion-Dint material between concrete slabs and abutting 2.4.4.2 and 2.2.4 respectively. 20 LBS. 720 B SEVERE 3 FT. it VFS - xpan J 8 JOIST TO: 4-8d COMMON PER TOE TO HEAVY MODERATE cancreteor masonry walls occuringin exterior or unheated interior areas. 8).CONNECTIONSAROUNDEXTERIORWALLOPENINGS: SILL TOPPIATEORGIRDER JDIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: � Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE Z 4).Airy new concrere walls being attached to existing concrete structure shall 2-Ed COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with#5 re-bar,18"longat 12"o.c..Use approved epoxy for Installation. with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES pP pD 3.5. _ AT PANEL EDGES" SUPPORTS IN THE PANEL FIELD Q 5).Unless otherwise noted,all slabs on BLOCKING EACH TOE grade to 6 ire as.i..Concrete In er TO JOIST 2-Ed COMMON END NAIL 4'PERIMETER EDGE ZONE eel COMMON @ 6°O. 8d COMMON b°O.C. SEE NOTES:1,3 poured an 4 inch thick sand or gravel fill with 6x6 cte mesh 9%relative Interior slabs 9)-CATHEDRAL CEILING ASSEMBLY: SEE NOTES:I(BOTH FIELD to be minimum 3-W inch thick Alt fill to be compacted to 95q relative density with 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. 9d COMMON 12'O.C. pa 3-l6d COMMO @ fi°maximum lifts O m ayers). anchored on top of the bea or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD 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 eel COMMON®4.O.0 Sd COMMON®4.O.C. SEE NOTES:1,3 6).Crawl spaces to be provided with a minimum 18"x24'access opening.Install one attached with the above requirements. 3-16d COMMON - O 9x16 cast Iran foundation vent for every 150 sq.ft.of area. e4u ro BEAM Jo1ST NAIL NOTES Z JOIST ON LEDGER PER TOE -z 7). pproD exterior of as section DECK AND COVERED PORCH NOTES: 3-Ed COMMON - Dam f rig per TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied Over 1).Unless otherwise noted,an framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END g, the below grade portion of exterior walls prior to backfilling- All fasteners,hangers and anchors to be galvinized or stainless steel. - TO JOIST 3-Ibd COMMO JOIST NAIL t-k 1).For roof sheathing within 4 feet of the perimeter edge of the roof,Including 4 Feet on each side of the roof peak U 9).Drainage as per section R405 of N.Y.S.Residential Construction Code- 2).Girders,for deck ohis to be bolted to each pod with washers and nuts. BAND JOIST TO: PER TOE NAIL - the 4 foot perimeter edge zone attachments required shall be used. 1 P 2-lbd COMMON - - Girders on concrete piers:hail be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 ff-h FRAMING NOTES into concrete with a minimum 1/2°dia x 7°to 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. H n+8 anchor bolt with washers and nuts. For framing members with<0.42<G<0.49.the nail sparing shall be reduced to 6 Inches i).All framing techniques and methods as prescriptive design of 2006 SEC High Wind 3)-Posts supporting girders shall be anchored iD a 12°xi2'xi2"thick concrete footing. ]OINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. - C11Y. SPACING 3).Tabulated 4 inch c-nail spacing assumes sheathing to rafter/truss framing members with G>OA9.For 8 Use a minimum V7"dia x 8•long anchor bolt with washers and nuts-Footings Shall be 3 ft. 2).Ugless otherwise noted,all framing and structural wood material to be#2+BTR below grade.Porches with covered roofs shall have 12'dla.concrete piers for the girders. STRUCTURAL PANEL eel AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c 2).Unless .WFCM-sac WALL SHEATHING REQUIREMENTS FOR WIND LOADS:Dougla d).Deck joists to have blowing at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE 1�1 - SHEATHING LOCATION NOTES 3).Floors,walls,ceilings and rafters to be spaced at 161nches o.c unless naoxt AT PANEL EDGES SUPPORTS W THE PANEL FIELD 5),A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL otherwise. JOINT DESCRIPTION Ledger to be fastened to building with iR'dia.belts with washers and nuts QTY. SPACING 4'EDGE ZONE eel COMMON @ 6'O. Ed COMMON @,2°O.C. SEE NOfFS:1,3(BOTH FIELDS) 4).Unless Otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir, `'"here needed. GYPSUM Sit COOLERS 7'O.G EDGE - NOTE:2 FOR PANEL FIELD Bearing wall headers to have(2)Jack studs and(2)full length studs on each side of all - WALLBOARD 10'O.0.FIELD INTERIOR 20ME ed COMMON Qa 6.O.0 Bd COMMON @ 121 O.C. E:SEE NOT 3 openings.LVL headers to have(3)Jack studs and(2)full length studs on each side of 6).Concrete pfers 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 99.Provide fire to gfrder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. CITY. SPACING 5).All flush beamdheaders to be Installed with heavy duty galvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL ASIPER TABLE .9 1).For wall sheathingcomets, within 4 feet of the come ,the 4 foot a zone attachment re uitements shall Ed COMMON be used. q anchors where applicable to all connecting joists. PLUMBING NOTES 7116"OOD 6d COMMON B 3"0.0 EDGE b).Double up floor joins under walls that run parallel to the flow join and under bathtub. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential Pt-YW 6'O.C.FIELD 2).Tabulated 12 inch o.c nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shallbe verified for proper load capacity unless noted Construction Code. GYPSUM 7'O.C.EDGE G>GA9.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 Inches o.c rn > on plans. WALLBOARD Sd COOLERSIO'O.0.FIELD r=° 1Y 7).Provide 2-1.3/4"thick microlams(height to match floor joists)around stairwell and/ 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shag be permitted to be substituted for common nails. 0 D her access openings unless otherwhe noted(typical). FLOOR SHEATHING: NOTE: LL1 Z 3).If wall studs,plates or joists are cut out during installation for any plumbing related work. NAIL I NAIL 0 provide adequate bracing and later to protect and secure the structure.Verify with the JOINT DESCRIPTION CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY e).Dormers running up roof rafters are to be supported by double rafters on either side P W 8 P Pr . QTY- SPACING J where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and sparing pexmftted. STRUCTURAL PANELS 6'O.C.EDGE EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. �"�( O HVAC SYSTEM NOTES it COMM )-._ 7°OR LESS 12°O.G FIELD 9).Provide blocking/bridging In floor joists at 8'O o.c..Use solid blocking in floor joists 1).PROVIDE 5/8°TYPE-X SHEEfROCK FIRE STOPPING AT 10'O MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. (�4 W under all bearing walls. ZD 7).Mechanical subcontractor Is responsible for adhearing to all applicable codes and safety NOTES' 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.bafflesES � 77 CO �..1t ? requirements. 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR 10).Provide insulation at clove vents between rafters.Install draft blocking as THESE NOT ARE ONLY TO BE REFERRED TO IF � needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. Section R602.8-FIREBLOCKING REQUIRED (, equipment supplier. Fireblok,ng shall be provided to cut off all concealed draft openings(both vertical and horizontal) TT^� 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing and to form an effective fire barrier between stories,and between a top story and the roof space. Vl CDX exterior sheathing grade plywood Plywood to cover Over plates and headers. 3).HVAC subcontractor to provide final Fireblokin p system layout drawing and submit It to the General nailed 6•on-center at the panel edge.If wall sheathing g shall be provided in wood-frame construction in the following locations. 72),Unless otherwise noted use 3/4'thickT&G m PTS Fir or Advantech plywood subfloor Contc review or and Owner for final reew and approval. is nailed 3"on-center at the panel edge to obtain higher adhered with PL400 adhesive and screwed to flaw joists.Finished floor to be installed shear capacities,nailing requirements for structural 1).In concealed spares of stud walls and partitions,Including furred spaces,et the ceiling and floor over tubfiour as per mamsfacture's instructions. ELECTRICAL NOTES: - members than be doubled,or alternate connectors, levels.Concealed horizontal furred spaces shall also be firebloked at intervals not exceeding 10 1).All electrical to be installed as per N.V.S.Residential Construction Code. such as shear plates,shall be used to maintain load path. feet.Batts or blankets of mirserat or glass fiber shall be allowed as fireblodcing in walls constructed 13).All bathroom walls to have 11T thick moisture-resistant sheatrork.Garage walls and using parallel ro of studs or staggered studs. 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.. 2).When wall sheathing Is continuous over connected ws to have regular 1/2"sheetrodk.All waits to be taped and finished. members,the tabulated number of nails shall be Permitted 2).At all interconnections between concealed vertical and horizontal spaces such as«cur at soffits, DRAWN:MH/MS 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 to be reduced toil-16d nail per foot. drop ceilings and cove ceilings. SCALE: 1/4a 17" 14).All roof with a pitch less than 4.12 shall be installed with an Ice&Water barer or of N.Y.S.Residential Constriction Code- JOB#' Code- approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces torch down type material oven under stairs shall comply with Section R314.8,N.Y.S.Residential Code. January09,2014 16).An All 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 SHEET NUMBER: be..stalled with a foam sill gasket and cup-r-tex termite shield or approved equal. Flame and products of combustion. 5).For the flrebfocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Cade. A A _ J 2 PARYrptTO PRIME AND PA1NrALLD000.E1K•.Ef TO MAmrrAm CONTRACTOR. Ncml ARCNRER OF ANY DaCREPANOFt BETwEENTrrEDMWINC3,THEtPK1fiCATONt.ANDTHEFlEID CON-.w.AND SFIALL REQUFSTCURIFlCAT1pN BEFORECOMMENCING\"NORK co___­ r�ENET2gL CONTRIGTOR TO Gp0 _TE FIE a-OWNFX'v iOR APPROVAL OF ALL C+ENERAL LOM _oFi• BE RE3PCN51BLE FOR ALL BniLDMa DEPARTrtENT_EoTION4 MANUFACTLRERY wARRANTYAND SHALL aE INSPCCTED TO VERIN ALL V.ORIL DIMFNRONS AND CONOrnONt AT)OB SRE rN[LUDING BUIUxNGAND SrnE CIFARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS.AND REMEDY ALL DtKREPANOF51rATil ARCHITECT PRIORTO THE C-MCEMENr OR CONMUATION OFwOAK RCUGN F1ECtRIC,pLaMgNG,ANO INAO PRIOR TO INanLATING AND ah1EE1ROCKMG ANp BEIALL BEQRE TNEO d'OPRIOR TO REGEMNG FINAL PATr�M FROM NIHER9. REVISIONS ---------------------- ----------------------- --------------------- Fo U a „ A I I I I A O o 1 I y --- ---- z „. ----------- 00 Go: r 0 W >_ 0 oZ F Wo C� 0 0 DRAWN:MH/MS 1ST. FLOOR PLAN SCALE.• 1/4"=I'-O- JOB*- SCALE: 1/4" = 1' January 09,2014 SHEET NUMBER: - PMNTERTO PRIME AND PAINT ALL D000.EDGESTO MNNTAN CONTRACTOR SNALLNCrtRY ARCNREiT OF ANY DIKREPANGIEf pEI,TSEN THE DRAWNGS,TIp:SPECIFICATIONL ANDTHE FIEIDCONDTONL AND Sl1ALLREQUFSTCLARDIGiION BEFORE COMMETICMG WORK[ONTRACTD0.SHALL VERISY ALL GEIIERAL CONTRACTOR TO OOORDNATE ME KT l ppiH=KgE FOR APPRO✓? OF ALL GENERAL GONiRAOTOR BALL BE RE5PON MI LE FOR ALL BUILDING DFPARTMENT NSFTC l NS E 1 MANUFACTURERS WARRANTY AND SHIUL BE NSFECTED TOVBUFY ALL `ORIL DIMENSIONSANDCONDTONS AT JOB SRE. UDNG BUILDING AND 9M CLEARANCES FOR DELMW OF EQUIMENTAND WTFRWS,AND REMEDYAIL D.CMANGEf WffHARCNRECT MICIRTITHE CQMMl1CFIAENf OR CONfINVATIOTI OF WOIIIC ROIIGN EIECTRIO,rL1 W&,AND NVAG PRIOR TO MULATNG AND.NETROGKNG ANDBALL 6EfJ1RE 7NEOef OPRIOR TO RECEIVING FINAL PAYMEBiT FROM OWNE3i8. REVISIONS a i Q U --------------- PQ - z 11 rn o \ Ei -- V, AND CUPOLA TBD -0 - LLI - z Y� 2ND. FLOOR PLAN co cd -3:0 SCALE: 1/4" = 1E v o DRAWN:MH/MS _ - SCALE: 1/4"=1'-0" JOB#: lama 09 2014 y SHEET NUMBER: E_2 ` PAINFERTOPRIME AND PNNf ALLDOOR EDGE TO M1UINFAB'1 CONfINCTOR SIWINOTIFY ARGNrtECf OF ANY DISCREDANCIFS BEFVhEN THE DRAD11NG5.TI1E 5PEC1P1GT10N;ANDTNE FlEID CONDtf10NL AND SHALL NECNFST CIARINCATION BEFORE COMMENCNG WORK CONTRACTOR ALL �Flc^TRIG PWHGMb.A ��PRI TO INGUL/TM�G AND eMffiROCKING� ANO SEPJIRE TMEGMOPRIOR TO REGf]V1NG iINALP A�YMENT �y,��B-�TION6 MANUFACTURLRT WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENDONSANDCONDRIGNS ATMBSFR:.INCLUDING BUILDING ANO IRE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS.AND REMEDY ALL OIXREPANOES LTTIH ARCNISECT P0.10RTOTHECOMMENCOAFNT OR CONTRVRATION OF WORK REVISIONS MOUSE) EI PILING ADD CLEAN FILL AS,^,EQUI.^.ED FIN G DEMIN EL IO.i I FIN C,RADE MIN EL ID ''INV.FL -- INV EL '•n' ',n' � � � AINNG RRI-1 I i I_i-I�I m'1 %_I_L_!9.51�. -._ �fIa a 7 -,•a.6' (I � I( INV.E APPROVED PIPE _INV.EL. i00 INJ EL gpP0.0JED PIPE 1 NV EL t')3'6" 8'dia. SµD --- ' -a�- 8.8' ����min.PITCH 1/4'/1' B.S SEPTIC TANK 8.V min.PITCH ire-n, 7.8' LEACHING POOLS T- COLLAR ii-1 ' 1-" NAT!,P_4DE EL.]5 rNA GRADE:EL 7 5 F I L DEVELOPED FEMA ILOob FEMA FLOOD INv Et NV EL' a6, PUBLIC WATER 20NfVE lU 20NE aE 6 3.7 3•MIiC ATEREL.IS CED EXISTINGGAR4GE PROPOSED SEPTIC SYSTEM DETAIL (NOT TO SCALE) UTI LTY t1 N 21°14'40" E 108 1' POLE 0o°Q SEPTIC TANK --- EL. ------------------ JETTY - NOTES: LIMITS OF� o IV of s�PrNc y� 1).MINIMUM SEPTIC TANK CAPACITIES IS 1500 GALLONS. � 0 1 I CLEARING - __- ----- _ , "0nF f arEDHEP O 1 E .SCHDS RF DIRFMENTS) 2).CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 psi AT �O c 1 i - --- '- - , EXISTING EREI OnJE. 28 DAYS. - _ = F TO aE REMOVED 3).WALL THICKNESS SHALL BE A MINIMUM OF 3",A TOP THICKNESS OF 611 AND A ° i ;% 01, RAG O BOTTOM THICKNESS OF 4".ALL WALLS,BOTTOM AND TOP SHALL CONTAIN ._Si 1 1 REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. i i '� 13 o wEcNvulcmlgD PSTik t11 ry V `lXj DZIpt.ly giN S.E FOR'. C`J S I�If DloWPF CON RUCTION P �'I 4).ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 1 45.9 I--------- + r- 7 '•\`\'`\ \\\'; I -_:....�w•.,(7 O > DEVELOPED U LE] e=1 - ) ---- FEMA ODD PUBLIC WATER 5).THE SEPTIC TANK SHALL 8E INSTALLED AT LEVEL IN ALL DIRECTIONS 1 't \\ \` `.', w '_' zONEA 6 0 } (WITH A 1;t `�\ ` \;\, , . . ,\ { � �-1 m r ° MAX.TOLERANCE OF+/-1/4")ON A MINIMUM 3"THICK BED OF COMPACTED 1 "�'„ �'" 1;1 \ ` `• `\ \\ `1 _ RT:A. a a r:e;Tesr�l '� D ,V G m A r SAND OR PEA GRAVEL. L ( i T L C N �' x ;�\\\` \ : \\\ , f TION-_ ; 17 FEMAFL D 1 \.,, 'i3N'$1TE PO UUMTIq_N-F _z 1 V \ � \\ \, "'OF CQN$RUC%1pN..._.r-.._- 20NEX N `R•+ k' O y t 02 O \ .Ex+sTi 'a sTCiRY`� .�\ -- U w u Dq 6).A 10'MIN.DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. P E C O N t C m I 1 oa° F D ©f5E\ °sE sMN. E:1°.5' Q t� Q y� •1 1 Ow \\\��\`'. � �-'�,�`-`\,, PROPOED _ :"J_ C�.,1 G'• `7+ B A Y = ;1 1 a> .,\ EX tA NGXF TE4.0 \ z ITY _.;i _ '1 I O9,ROP: ED fP14.0`' 4 ADDITION !I„ U \\ \F FF 14.0 `lj LEACHING POOLS D ; ; LOT 116 \� \` ,{ -�' nnn ,o''` EL E C } I FINISHED CPADE �I M G NOTES: o O`' -- -: . 1).MINIMUM LEACHING SYSTEM IS 5 POOLS;3-6"DEEP,8'DIA. i 1 37.6' \` JC '� `:\ '\ `A' 1 I_ __ 1 •' '___._._ N..4 REBAR 2).LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE _ j \ _ :' a2.cc (OR EQUAL). -'I 1 1 •.; c LP _ __ _' ��'O.C. Q FINISHED GRADE 3).ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL)- ° x I 76.3''�- - - _ _ __ _ - ITT='I 1 a: MEfv:BRANE'wrTERPREIOFING il IV 1 1 ,: _.. 7 sEPrIc5lsrEMSIDE n =g- '- ' s l 4).A MINIMUM DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE W D !- I EP LP --- E MAINTAINED. W y i '--` 1 -� �'-- O_ '°`M'" EP _ WEST LAKEDRIVE DIRT ROADWAY � 5).AN 8'MIN.DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL C) a BE MAINTAINED- TEST HOLE JETTY � Ts of -= z GRADE EL:MIN.105' a 1 LLEARING�, _.- .., , I .. ._ -_ -- ,-�/...t i..�._.:_... O RETAINING`Y.4ALL -- - '" �"' "j I i Na 3 RFBAR®17.OC ' PET^:NON'\4t.' l BROWN LOAM OL n/ ---- ,' (I 110.45' S 21014'40" W z"A n , n !, FFFWiii iii BROWN SILTY SAND SM STONE EL.Co ` -h' E-I FEMA FLOOD FEMA FLOOb _ BROWN FINE TO lZ ---- 4.6' COARSE SAND SW EL.8.0 LOT 115 I V 3 RE„Aa e I„•b c DEVELOPED H AY RAYw/SILT CCNCIY,G PUBLIC WATEP SEPTIC CONC. RETAINING WALL DETAIL Z :. ..�o� (NOT TO SCALE) F--I 7 � H WATER IN BROWN FINE TO COARSE SAND SITE DATA: SCTM # 1000-90-2-3 SITE PLAN DESCRIPTION: SQ. FT. AREA: LOT COVERAGE: EXCAVATE: FILL: WATER ENCOUNTERED 4.6'BELOW SURFACE SCALE■ 1" - 20'-0' PROPERTY: 10,921 SQ-FT. 0.2507 ACRES T EST HOLE DATA BY: McDONALD GEOSCIENCE 11/4i2013 PROPERTY WETLANDS: SEQUENCEOF PROJECT: BUILDABLE PROPERTY: 1 SITE CLEARING:CLEARANCE OF MINIMUM SITE WORK AS NEEDED.INSTALL BERMS,HAYBALES,SILT FENCING AS REQUIRED.RUNOFF ESTIMATED AREA OF 3000 SQ.FT. PROTECTION TO BE MAINTAINED DURING LENGTH OF CONSTRUCTION.EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS TOTAL ROOF AREA: 2105.4 SQ.FT. GROUND DISTURBANCE: OF UNDERGROUND WIRES,CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILITY COMPANIES THAT THE AREA IS CLEAR. CLEAR THE SITE AT LEAST 20-25 FEET(IF APPLICABLE)FROM THE PROJECT PERIMETER.DO NOT CLEAR OR EXCAVATE AT 100%RUNOFF (1) LLJ LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION;DISTURB VEGETATION ONLY AS NEEDED,THEN RESEED OR REPLANT AS SOON AS 2„RAIN/HR: 351.6 CU.FT. c PRACTICAL.LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE JOB SITE-DO NOT DRIVE OVER UNCLEARED AREAS.PROTECT UNCLEARED EXISTING HOUSE: 943.3 SQ.FT. 8.60/6 AREAS WITH FENCING OR OTHER BARRIERS.PLACE BARRIERS AROUND THE DRIP-LINE OF TREES TO PREVENT INJURY TO THE ROOT DRYWELLS TO PRGVIDE: (2)8'dia-,5'dee ❑ } SYSTEM.IF A PERMANENT DRIVE CAN NOT BE INSTALLED BEFORE CONSTRUCTION BEGINS,A TEMPOARY GRAVEL DRIVEWAY SHOULD BE p Q LLl Z INSTALLED WHERE VEHICLES ENTER THE JOB SITE. EXISTING PORCH/DECK: 53.9 SQ.FT. 0.5% LU Q DRYWELL CAPACITY 422 CU.FT. Q J 2 POLLUTION CONTROL:CONSTRUCTION DUMPSTER AND PORTALAV TO BE ON SITE AND MAINTAINED DURING LENGTH OF PROJECT- {Zll CU.FT.EA.) EXISTING DET-GARAGE: [408 SQ-FT.] TO REMOVE 20 CU.YD. 30 CU.YD.• -- - 0 3 SOIL CONTROL: EXCAVATED SOIL TO BE RETAINED ON SITE AS INDICATED ON SITE PLAN.RETAIN AS MUCH TOP SOIL AS POSSIBLE TO W ❑ PRESERVE THE ENVIROMENTAL QUALITY OF THE PROJECT SITE.EXCESS FILL TO BE SHIPPED OFF SITE.CONTRACTOR AND EXCAVATOR I I SHALL INSPECT PROPERTY FOR EXISTING UTILITIES BEFORE EXCAVATION BEGINS.ANY DIGGING WITHIN 24ICHES OF UTILITY MUST BE MEETS & BOUNDS PROPOSED ADDITIONS: 687.6 SQ.FT. 6.3% 125 CU.YD. 25 CU.YD_; i C:) O.. DONE BY HAND.WHEN THE TOP SOIL IS PRESERVED,TILL THE SOIL FIRST,AND THEN REMOVE TO A SAFE LOCATION WITH A FRONT F ' END LOADER.PROTECT GRASS,TREES AND OTHER PLANTS WHENEVER POSSIBLE. BY: JOHN EHLERS, LAND SURVEYOR ° i L EXCAVATION SHOULD BE AS LEVEL AS POSSIBLE.SET ELEVATION BENCH MARK PRIOR TO EXCAVATION.OVER DIG DATED: 9/17/2013 PROPOSED DECK/PORCH: 500.0 SQ.FT. 4.6/b 2 CU.YD. 1 CU.YD p l�� •it-! �`r�>♦, \+l FOUNDATION HOLES TO GIVE PLENTY OF ROOM FOR A WELL-DRAINING BACK FILL AND TO PROVIDE ROOM FOR ALL WORK ::`" ' " ,F A '- I A).IF THE DEPTH OF EXCAVATION IS 6 FEET OR LESS,OVER DIG BY 3-4 FEET. k .' '°"`'"�'"„►„� B).IF THE EXCAVATION IS DEEPER THAN 7 FEET,THE SIDES MUST BE SLOPED OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 FEET OR . , 5;,,• INSTALL SHORING. , SEPTIC SYSTEM TO REMOVE EXISTING '' � HILLSIDE EXCAVATION:EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE-THE ANGLE AT WHICH THE SLOPE IS STABLE,USSUALLY w;.I+;'��`• �'�� �.: BACK TO A SLOPE OF 2:1 (VERIFY SOIL CONDITIONS). ,� Y' � (3 PROPSED SEPTIC SYSTEM: A).AN UNSHORED VERTICLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. PROPOSED DRYWELLS: 15 CU.YD. 5 CU.YD. 4 STORM WATER RUNOFF CONTROL:INSTALL DRYWELLS AND SEPTIC IF NEEDEDit DRAWN: MH/MS DURING CONSTRUCTION.GUTTERS AND DOWN SPOUTS \\ \ �� TO BE IMMEDIATLY INSTALLED AT TIME OF COMPLETION OF ROOF.ALL DOWNSPOUTS TO BE PIPED TO DRYWELLS AT THIS TIME. \ \`\ \ ,. '. SCALE: 1/4"=1'-0" UNDERGROUND HOOKUPS(ELECTRIC,WATER,GAS,ETC.)TO BE INSTALLED- `'•\ ,: }^1rt JOB#: a%' TOTAL: 2184.8 SQ.FT. 20.0% 162 CU.YD. 61 CU.YD. Mav 12,2014 5 PROJECT COMPLETION:FINAL GRADE TO CONTROL RUNOFF DIRECTION TO STAY WITHIN SITE.PITCH GRADE ALONG PERIMETER \ \- Y + L;:•�* S (WHERE POSSIBLE)OF LAND DISTURBANCE AWAY FROM NEIGHBORING PROPERTIES AND ROADWAYS.INSTALL CATCH BASINS WITH SHEET NUMBER: DRYWELLS AS REQUIRED TO CONTROL RUNOFF THAT CANNOT STAY WITHIN DISTURBED AREA. 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 N GT A ON51 FO A UI ING A TM NT IN5 EGTfON5 S- 1 GENERAL CONTRACTOR TO COORDINATE MEENG WITH OWNERS FIR APPROVAL OF ALL GENERAL CO TRA OR 5H LL BE REST •LE R LL i LD C)EP R E P MANUFACTURERS 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 HVAG PRIOR TO INSULATING AND SHEETROCKING AMC)SHALL SECURE THE C of 0 PRIOR TO R9r_EIVING FINAL PAYMENT FROM OWNERS. -„ SURVEY Of LOT 116 N AS SHOWN ON A CERTAIN MAP ENTITLED"SUBDIVISION MAP CEDAR BEACH PARK, 51TUATE AT BAYVIEW,TOWN OF SOUTHOLD, NEW YORK," ,A, e C SURVEYED AND CERTIFIED BY OTTO W. VAN TUYL, ENGINEER AND SURVEYOR, Y11 G AS MAP NUMBER NINETY(90)ON OR ABOUT DECEMBER 19, 1927. SITUATE : BAYVI EW TOWN : SOUTHOLD s: . SU f FOLK COUNTY, NY SURVEYED 09- 1 1 -2013 UPDATE 09- 17-2013 FLOOD ZONE 1 2- 1 1 -2013 REVI5ED I -G-2013 5UFFOLK COUNTY TAX # Q ' 1000 - 90 - 2 - 3 CERTIFIED T0: O . CYNTHIA A SCHAEFER JOSEPH SCHAEFER �fu CHICAGO TITLE INSURANCE COMPANY Uric. P0Q1 dirt q o S X • oadw� - '� F OD2 20 � Y 000�0 OA/,p F 2 --- m_ hFD�F NFL Gq�MF ry D 'G--- X2r F/O /,3 sGF O -n N FF n/ 0)r r— Q hFDGFY, � O z (11)" O rn----7- ---- ----t- L O �� �"""N (�7t ��FAD• 'l k •;`,'� rn ' k8r D d;• �' to cV OUS [ri 0 , 'Oe sT000 ra :'.: O t 1.0, ` V t Z ` COl / FF ONF XSO k2J X' '5 ZQA/e O e�cKn�gD.I 7, G902 eF e c, W'�rFR yFgD k ti /TT 99.Js, srONe Fro N/C Bq � FLOOD ZONES SHOWN REF. FEMA FIRM #3G 103CO I G9H ELEVATION5 SHOWN REF. N.A.V.D. 88 DATUM "UnoJthorized ollerdtion or addillon ao,o survey NOTES: ®� ��� mop,bearing a licensed.'land.surveyors seal is a J O H N C. E H L E RS LAND SURVEYOR v a�lion of.section �2og,sob-div stab.Z,of-,the E New'.suote'Educalion ® PIPE FOUND ��'�G C'•���O "only copies from'the original oh'this survey marked with on original of the land surveyor's V- stamped seal shall be considered to be valid true copies" Area = 10,921 5c{. Ft. G EA5T MAIN 5TREET N.Y.5. LIC. NO. 50202 * * 'Certifications indicated hereon signify that this survey was prepared in accordance with the ex— Area = 0.2507 Acres RIVERHEAD, N.Y. 1 1901 3G9-8288 Fax 3G9-8287 fisting Code of Practice for Land Surveys adopted 6y the New York Slate Association of Professional n_ O Land Surveyors. Said certifications shall run only GRAPHIC SCALE I 20' Iongi5landland5urveyor.com <�� (`� to the person for whom the survey is prepared, Jr O J and on his behalf to the title company,governmen— S1 rJQ` tGl agency and lending Institution listed hereon,and Fp LAN o the assignees of the lending institution. Certifica— tions are not transferable to additional institutions +s n:s�:ouu c u�..Jam ow,.mmec u ce:+a rs-im..o � t �8. S U f)V EY Of LOT 116 N AS SHOWN ON A CERTAIN MAP ENTITLED u5UBDIVI510N MAP CEDAR BEACH PARK, 51TUATE AT-BAYVIEW,TOWN OF SOUTHOLD,-NEWWYOR ,," e SURVEYED AND CERTIFIED BY OTTO W. VAN TUYL,.ENGINEER AND SURVEYOR, AS MAP NUMBER NINETY(90)ON OR ABOUT DECEMBER 19, 1927, YY E SITUATE: 13AYVIEW TOWN- : ' ' -'50UTHOLD � 4 s SU FFOLK COUNTY,. NY 5URVEYED'09- 1 1-4013 UPDATE 09- 17-2013 5UFFOLK COUNTY TAX # 1000 - 90 - 2 - 3 CERTIFIED TO: - Q CYNTHIA A SCHAEFER O JOSEPH SCHAEFER CHICAGO TITLE INSURANCE COMPANY 3m Po t-- Ir\ �Q E O ,'lt�F"o. d (f) �(v 4OT i - BUt. 0 3 0�'r,� U) FCC . "Unauthorized alteration or addition to o survey NOTES: J O I-1 N C. E 11 LE RS, LAND SURVEYOR O� NE violation �O map bearing a licensed land surveyor's seal is e violation of section 7209. sub—division 2. of the • PIPE FOUND ��•EH New York Slate Education Law. c "Only copies from the original of this survey marked with on original of the land surveyor's N stamped seal sholl be considered !o be valid true Area = 10,921 Sq. Ft. G EAST MAIN 5TREET N.Y.S. LIC. NO. 50202 y �� aapthi Area = 0.2507 Acres * urvey+i as prepared hereon signify that this survey was prepared in accordance with the eK— RIVEKMEAD, N.Y. 1 1901 3G9-8288 Fax 3G9-8287 isling Code of Practice for Land Surveys adopted �1 by the New York Stale Association of Professional GRAPHIC SCALE 1'= 2CI �/ Land Surveyors. Said certifications shall run only Land o `� to the person for whom the survey is prepared, and on his behalf to the title company, governmen— s J tat agency and lending institution listed hereon, and FD LAN 1 o the assignees of the lending institution. Certifica— tions are not transferable to additional institutions •79]OtJ n:J):OI,W C`U.wr John Decummrr Y G �]IS-101,ro SITE DATA: SCTM # 1000-90-2-3 REVISIONS: DESCRIPTION: SQ. FT. AREA: LOT COVERAGE: EXCAVATE: FILL: PROPERTY: 10.921 SQ.FT. 0.2507 ACRES EXISTING GARAGE PROPERTY WETLANDS: EE) - r BUILDABLE PROPERTY: ESTIMATED AREA OF 3000 SQ.FT. UTILTY GROUND DISTURBANCE: wwiii.: N 21014'40" E 108.1' 6LE JETTY ' •"---" ' 1 LIMITS OF b EXISTING HOUSE: 943.3 SQ.FT. 8.6% CLEARING 7 1 � EXISTING PORCH/DECK: 53.9 SQ.FT. 0.5% - 1 a� 0 \Q C 1 1 e..;..;...,:..; q..y..i..; EXISTING E 0 1 1 *! 9"'"`."`:""°"`"'"a"• / TO BE REMOVED P EXISTING DET.GARAGE: [408 SQ.FT.) TO REMOVE 20 CU.YD. 30 CU.YD. LA v I I .. B.e..i.6..q.c..;..i..i. IT7 e 1 1 D.W .d.•.•�jZppQ, ePEik�i4154'•'`O E " ..... o V1 a O L a 1 ' a" •-•--• '"'..._. PROPOSED ADDITIONS: 687.65Q.FT. 6.3% 125 CU.YD. 25 CU.YD. O PROPOSED DECK/PORCH: 253.6 SQ.FT. 2.3% 2 CU.YD. 1 CU.YD. a ° 4 .0' c•! Q r O DE 448.5 SQ.FT. 4.1% 2 CU.YD. 1 CU.YD. 1 1 ��{• •• X w/ OLA: O > LITTLE " m m I 1 v p, < SEPTIC SYSTEM TO REMOVE PECONIC " ag _Ise t*m+ 20 v PROPSED SEPTIC SYSTEM: Y I I O ce , ���• _ BAY 2 m a 0 p PROPOSED DRYWELLS 15 CU.YD. 5 CU.YD. O 1 1 Z 1 1 ' 30.0' IT7 TOTAL: 2386.9 SQ.FT. i1#M 164 CU.YD. 62 CU.YD. ^d coo C W I I Ey 7ry 1 1 D 1 I 1 1 1 EXISTING [� _ ' ' z � " is o WEST L A K E D R I V E H A I I T DIRT ROADWAY JETTYLIMITS OF O ` CLEARING_ Q ----------------•--- ---- 110.45' S 21014'40" W STONE LOT 115 STORM WATER DRYWELL o A z H�vaavw,<i1Tce aNc REQUIREMENTS: y.l a O SITE PLAN ROOF AREA: 2132.24 SQ.FT. ( F 1 W� SCALE: l" � 201-0' 2"RAIN/HOUR: 356.1 CU.FT. � O O PROPOSED DRYWELLS: 2 B'dia.,6'deep o DRYWELL CAPACITY: 253 CU.FT.EA. 507 CUF.FT.(TOTAL) ® DRAWN: MH/MS SCALE: 1/4"-P-0" MEETS & BOUNDSNov ,Novv emmbb er 18,2013 BY: JOHN EHLERS, LAND SURVEYOR SHEET NUMBER: DATED: 9/17/2013 C_1 HIM Emil 11 =.mum ==Mm.. PROPOSED NORTH ELEVATION SCALE: 3/8"=1' a fth IL 1 "SCHAFER HOUSE PROPOSED WEST ELEVATION 1 1/1 rJ/2O1 3 SCALE: 1,8"=11 a Ell EO mmmn IEUILEIJILEUU TIM [a 8115 o m a I i� N zel000NNI-Is ® ® in ® ori PROPOSED SOUTH ELEVATION SCALE: 1/8"= 1' IMMES Mi -SCHAFER HOUSE PROPOSED EAST ELEVATION 11/15/2 013 SCALE: 1/8"= 1' F° --•--•-- --•----- _---• - -• --- •- - -- ® -°v,� asc :i a� ov,jtis�., ce,�sc aeae ac ___'-'-_'-:=_;'_e?ea..=;aa===;s�== _ .'-=_a'-=s::a: =_;a:=a'•'-a=_____'-'-''-==_=a'-:=__agaag� °rpp vpev a pia 'a av 9vo ,yv cops v*vvn�"'v 'aep� i::: �a��� p°{k ,�=tsk' d�°';'ac`bf.aJ•„�°ke•^ky°°' rem°" COVERED PORCH In ge�d'dad,�vda a q;� kNul`!+'9`�• by � >R �h� � �,g'F°i= ��'�.. �� n' �"rt'�II�'4'J - Neaa:tla is .vat�� �� '�er.aaa,va b„aa O O O rl ' 11 Q • o Q 1 - °9 °49p °9r�s•'}gyp aa9 ,p...aapSaya. 1 1 O O• O 11 I,fivtz cee#e aec " xYaa +.pep EA cpu?�a'S•ca e':°:"N"o SITTING ROOM 1 1 DINING ROOM �bj =,13•+°: ad,#. .Hcc,c'y�ac cy.P apt+{c dHci`�`° c T, V '4° y �L a unm� LIVING ROOM • � ca �+ :r^' .;'�.:�°, :�'r•.0-ice; k� ��° n, MUD ROOM 11 11 11 GARAGE ( ( oI 00 �; 00 OFFICE :o MECHANICAL o � ROOM i 12'-7!h ` 1, to (, t, 1, °A A > IA A > °A > °A > °A > 'A > °n a �CA� lAy �t19_6-1n� pan. atA, A > 'A > A > °A > °A > A > A > `'A > °A > aCA•• ,tn ,tnv ,cnv 'CAv ,CAS' 'CAV '<AV ,tAV ( ( ( ( ( ( ]CAv '(A lCA. a(A. °CAv ,CAV CAy ,IAV '(Ay 'A j 'A A 'A A 'A >• 'A >• V A > 'A 'A > 'A �lnV ,lnV llnV ,lnV ,tAV tnV AIAV ,IAV 'lnV 5 vV PROJECT NORTH 1ST. FLOOR PLAN ' A ' ° °" ' a °n 'A A A SCALE: 1/8"= 1' SCHAFER HOUSE 11/15/2013 REPLACE EX OPENING REPLACE EX OPNG, REPLACE EX OPNG. RE AC X OPENING CX145 SIM DBL HUNG 7=842 TV2942 0I4 DBL HUNG � 2 O BEDROOM No.t BEDROOM No.2 ii If ............ BATH No.1 O " --- HALL O LOFT G�:&35 CVA35 CM35 CW135 CWI35`��CM35, Z1 OIf 0e / BATH No.2 I 1 BILLIARD ROOM I I m� L BEDROOM No.4 ALCOVE BEDROOM No.3 - 17'-6" J /, '\ •-. TV3U46 TV3D46 '• TW301Y S PROJECT NORTH 2ND. FLOOR PLAN SCALE: 1/8"= 11 C - �SCHAFER HOUSE 11/15/2013 S.C.T.M. NO. DISTRICT: 1000 SECTION: 90 BLOCK: 2 LOT(S):3 rn o 4� S GUY U.P. S7 o T 4006 SON 54,E - � F \Np� :. O00 D.W v 2.3 S [OC�CU 1 V \Ry o 2oN RB rO) cQ :;: / ONC 90 v / 144.6' f OTC L Wq[[ ✓o. [ 17 SPIKE .5' 1.9S Gqs 61.3' ( [.P 1� 2.8'W 1.0;S °''' '•'•'•'•'•'•'•''•'•'•'•''' ' s�8''� q/C 12.5' V 0.5W 1.. ....................... ...... ..... .....•....... .•.•.•.•.•.•.•.•.•.•.•.•.•.•.'. / .DW, 108, . .. :.. ;;. #103p 4 COVE a :.\;.•... ...... !y RFD � 0 p Op G' 41 :... ;..... ........ RCy o 0 f D.W. .... , CO!/ :::3�8.. ................. :::::::::' ......... \ O '� O DFCjf • �••'•'��':::•' sTON w IREPIT � FO ( D Wj o p 2o/VFB 2oNF r �UNpgRy !/ANY 10)STONF� '� [BU q[[ O E�OD 1�T 6y o b� 23110�� STONFspgsy01 o R A� 99.9S' /Ny[ NI \ C B� Y 0 FEMA MAP#36103CO169H THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL FINAL SURVEY 04-03-23 LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS AREA: 10,921 .19 SQ.FT. or 0.25 ACRES ELEVATION DATUM. NAVD88 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF 7HE NEW YORK STA7E EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING 7HE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO 7HE ASSIGNEES OF THE LENDING INS7777J770N, GUARANTEES ARE NOT TRANSFERABLE. 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO 7HE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO' JOSEPH SCHAFER; MAP OF; CYNTHIA SCHAFER; FILED: SITUATED AT: BAYVIEW TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE #223-53 SCALE: 1 "=20' DATE:APRIL 3, 2023 { PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 5 U RV EY Of LOT 116 AS SHOWN ON A CERTAIN MAP ENTITLED"SUBDIVISION MAP CEDAR �tl BEACH PARK, SITUATE AT BAYVIEW,TOWN OF SOUTHOLD, NEW YORK," �� t SURVEYED AND CERTIFIED BY OTTO W. VAN TUYL, ENGINEER AND 5UKV OR,SUFFi,.�,i�..,�; ,1.T'(Pr._i ��/ C AS MAP NUMBER NINETY(90) ON OR ABOUT DECEMBER 19, 1927. _ �i11 L APPi�01lP�tE_ua`�+:�i3STl+:4�t+T�D kr',1C3#+"nS FOR 51 T U AT E : B AYV I E W A SINGLE FAiiV `l RESIDE74CE Date JAN 2 8 2016 H.S.� � ��. RIU-I'`I 00 i� TOWN : 5O UTH O LD ` " s �.J U l 1=O L I \ C O U N TY� N Y The sewage disposal and vaster supply faCiliL'e5 of this ioati0n �p inspected and/or certified by this Departm!e5t or other agencies wd I=ad:W SURVEYED 09-I I -20 13 be satisfactory FOR A tJA),1,IN-1UNLgF SEDROOMS. UPDATE 09-17-2013 off_ FLOOD ZONE 1 2-1 1 -201 3 Walter•.I,I-illarert, REVISED I -G-2013, TEST HOLE 02-OG-2014 Ofilico ;lrJw ,e��,�r(!4� :� �,;l�i�t FINAL 08- 10-201 5, O 1-2C-201 G 5UFFOLK COUNTY TAX # Q 1000 - 90 - 2 - 3 O� CERTIFIED TO: CYNTHIA A SCHAEFER JOSEPH SCHAEFER CHICAGO TITLE INSURANCE COMPANY Q V 00 131 q F� 91 QQ 2QN� ' O �20 .qF6, uDk, a' � c� /O �0 �'' 3"v R�an„NG WgLL 0 °lq' •O l _ 44 _ _ ° F Ks Off. 509 3t40 it 'Lp' °, O• /./ "Q z ON pNOUZY • v /[�S �.7 hQ ° 3 c r 0 w O 'COLL m o i o � � ONF V l O WO O BUL � sToNF wq� � F lV C3° > i� 1 Q4i, STEPS TO 8 T/� 0 Each, CqT 0 6U h�,�TFR h,FgO N C/TT 19a.9s STONE 5.C.D.H.5. PERMIT #RI 0- 14-001 7 ; FLOOD ZONES SHOWN REF. FEMA FIRM #3G 103CO I G9H ELEVATIONS SHOWN REF. N.A.V.D. 88 --,---"-��:__;�.+.:I',;r.�,,,•la,,;,,,._n NOTES: Unauthorized alteration or-addit[on`'�to?by sure y ®� �� map bearing a licensed land surveyor•s`sealei a J O H N C. E H LE R5 LAND 5 U RVEYO R �✓ vale 1 of section Yor. sub-division Edu n Education of the New York State Education Law." ® PIPE FOUND @� Only copies from the original of this survey 0 marked with an original of the land surveyors DW = DRYWELL AS PER INSTALLER �N�� stamped seat shall be considered to be valid true copies" G EA5T MAIN 5TREET N.Y.S. LIC. NO. 50202 "Certifications indicated hereon signify that this Area = 10,921 Sq. Ft. A survey was preDored in accordance with the ex- Area = 0.2507 Acres RIVERHEAD N.Y. 1 1901 3G9-8288 Fax 3G9-8287 7 y th lode of Statee far Land Surveys adopted � �j by the New York Stole Association of Professional Land Surveyors. Said certifications shall run onl GRAPHIC SCALE 1"= 20' Ionegi5land1and5urveyor.com Off�`f' �° to the person for whom the survey is prepared, yS, Jr 2 �!G and on his behalf to the title compony, governmen- '` let agency and lending institution listed hereon, and SAND S Q o the assignees of the lending institution. Certifica- tions are not transferable to additional institutions e»no+s ns.ouu c ux..aon�oonmms u a m.a+a-m+.ro T U s ,. Envira pellet fireplace insert MSS cast iron FEATURES > Cast iron construction. > Multi-fuel compatible. > Air wash system for cleaner glass. > Operates with cast doors open or closed. > Available in multiple finishes. OPTIONS . > M55 Oversize Filler Panel H 50" x w 34" ® C'roah A it 1n+n1z^ !'`ni ir%Iar 1 w 'MU, � '1"t' UG-fUftG- AL`CCY,al7 .• ._. "�d U.FiI�A.T l4.H.�Y�i.,... • Ptel-.R1.i7„ � -::_ � - (TJ'P Q F�IL'Ce? . films'.C2.:5�... 7sQP,r6,♦ AiY".GQIIIyLDI.�-rfenl � tasCv:�4 v Cc. w� / =. .�... :a•r\ti:1�' cc-tea 14• „ tf,arb.. _. 1.47It51G'. fta-rep .. n'•� - s�''r��T�A'�i'.�T�a.'Smart IY - - • -- - -..�...:;. - ... ._.._. ..: .:...•:• _ ... - LTA--rl _� a__r -'--'- ' 1 I �•.TCICi(m. s�AR/'] E}V,]l�\•1�Y\1•:M�G�y) '�_,�c�/l/]�'. K1...T�r K-0.Y I O.M3' Ls✓FlN'6.7.2 MI.YGiIi E-ICIbTtN4 T v' 7�m x.S,s;�F"[vl"TIIf/.l'.. ' 01.1 �i0'T_S}�LT,'.VC dPX SI.YfVH YY 1l17L"SGH. '�us.AT4'i"IAl4'16 L•6•ln�'E 16" --�Xt'3"�'CG�G_- _ I_f>-tom T.YPIGL�Iw ..:.: ..:. :... '.. ......--.. •.:._:..`7isC�bi(1C77 - ___.___ . . :.,E r!d � .2..'3.lr�EF::IDFiL:Rd.•ki�/S2.. - S!'Iv7.'cr - - - R.6-'Y,�S',.l,ti...T4'7.tihTF_d+i=• - - ..... FER -rw' YWPFiR.iy41-�. 1'\Y EOL{4'Vr1i101R\{r .: r-H' 3`PtIP.s5f�s'CLI [L L1 6z1�.Ytt.f14Ile' ie1 TYW.L34. n . 41L/.Y6C17i1 tF6 a.Y13T> - ._.•. 1tl6a"t`4" YFI G LC,1L•F: ""£f1.i.-FL. cL�v.-,a.�,.t�cct":.. =- . � •02��..'�r�akzslco:a�i=--- .._.. .I�tiL'.:13-5'� .}'T">s:.." ,. OI'LF��.G1..'i YPstN\11'�_..__ .iF�\v`LIC=C1.'�•CYa'-4�.5?EGKI�+a � • .nl.w:nr..�: le Z .ox,C.-t_ri•r'rPtan..� dr.�au..:w>p�l.:sr1.t-.C�'�•3"' .. : -- :. ..-!: . ".: 7 .l N EN17 os.G+uc:r- ie:._.F tt..t r»T10.wt tY,�u.: �olEo i`•'�S%it e7�. -'L� J�'LrTFi. .A�'f Lu?'.t�1 .. _ .v 11,F�nY+- .. .A.ztiY'P.•i'tx.C_1a�:4-v l-g'+'16` L,g7 hc�/ 1 POv'f'IKCw Yi'.f=.i'e0.T::,'"T02'.d 'W,�:�-1'.-1-�.-' p .RRETTA. S'��'RANG L.CP..�.,''.lIw1Gi •f.LyYOL- '1/Leta:'al.�Cv,':4F�LNi7Q;.Y+'1-t^"�S 'X . tivz a.".�Fa'!c,4.�t'.vzt.a -rcr•Iro - _?�it.?'�r.Y. Lx- 'sic,.a.:'.sGpaa.71>• . /AGTf:-[o'•cILL'Y.'r�+'.:C•P;Lr�F.-_:- .. - , architect s�a:lr_t•Y�i:•�v.:t.�l'G�ir �r.�mm.f�.� ' � yp o11Wi1+O 11 --• ""'- 1230 Traveler Street Southold N.Y.11971 � � YPfa'.m.t"•ia'lFuc.:t?'a'¢•,PwlFreri' _ - • "�,z-...-"i.:�'_]z's-•-r_I�--��.___._�.—_..._-__ .. srIfFof pEW°0� '631-.765-'b4.56. s 6'-0" 11'-7'/4" 7'-0" MAIN 1'-O" 1'_p" 0 - 2-3X10 - 2-3X10 O 2-3X10 - 2-3X1 O of N O U p 1 0 I X-BRACE 3 I z 1 11" 8'-10'/z" 111" 7'-6'/4" 7'-6'/4" 7'-3'/z" 7'-3'/2" 11" �n �n N Construction Notes - Schafer - - =�3XM - -1 �7U0 - _ 1-3Xto - _ 1 -3 0 - 1 X r - �-37T0 - - HUCQ310 SIDS 1. Piles to be 10 inch with a 15 ton working load. Deck piles to be 10 ton working 0 1 I I I I w m 0 I NEW DECK JOISTS I r , load ' I m M ,� o f I z z 2. Top of pile elevation shall be in accordance with architectural drawings. ; N N I I I Q A o x - EXISTING FLOOR OISTS ~ Confirm with architect elevation prior to the start of installation I M I L _ _ _ _ _ - _ _ - - - - -- W N 3. If break away walls are used, break away walls shall conform with FEMA HUCQ310 SIDS I _ 2-3x,o _ 0 requirements and details LU I I I H w v 11" 3'-4'/z" w i -J W 4. X-bracing for the piles shall installed in locations as noted in the pile plan, _ o 00 o Q o w details of the installation shall be coordinated with architect to conform with X 1 0 1 -3X10 N1 Ln N I m NI I x � T X � -. Z I cis an break away walls. I _ I ; X-BRACE Y Y 0 5. All x-bracing shall be 2 x 10 ACQ I I ° I MI _ _ _ - - _ 4 g 1-3x o - �3R10- - x10 " Q 6'-5" 15'-OY2" I 14'-7" 6'-6" 6'-6" 6'-6" 11"I 6. Contractor shall verifyall dimensions for the existing building prior to installation of Iles and I ° 0 I w g g p P I N - I - o EXISTING FLOOR GISTS O - 0 U shall notify any deviation from plans to engineer I 1 o M M N N NEW DECK JOISTS. `'I n ^' ' r- ' " I " I I X 7. Block between both 3x10's when installing simpson HUCQ310 SDS. 1 0 1 I 1-3X10 -HUC 310 SIDS 2-3X10 - 2-3X10 2-3X10 2-3X10F w • - 11" 5'-11" , g'_p/4 2 HUC 310 SIDS 2- UC 310 SD U 8. Joist Hanger HUC 310 is in stainless steel ' " 7'-6'r4" 7'-3vz" 7'-3'rz" 19'-6" 11"I M g Q 1 I NEW FLOOR IOISTS I X 0 1 1 1 n 0 - - 0 0 "10IM °o 110 .fl rn MLL I N z 11 I 2-3X1�_ 2-3X10 _ _ 2-3X10 2-3X102 UC 310 SD 1-3X10 F-Archtiect to provide support for walls above-j�3XI TIMBER PILE SPECIFICATIONS - - - - - - - - - - - - - - - - - - ---7B- - - - - - - - - n `-- n u u n u , u 8-O� �/4 7-6, �/4 7-3i �/z 7-3, �/� 7-8i �/z 10-0i 1 -9'/z 11 u 1). HANDLING,STORAGE AND FIELD FABRICATION,INCLUDING TREATING OF CUT ENDS,SHALL BE IN ACCORDANCE WITH (AMERICAN WOOD PILINGS 5„ ASSOCIA11ON)AWPA M4. X-BRACE 2). PROVIDE 10 INCH BUTT 8 INCH TIP WOOD PILES. PILES SHALL BE SOUTHERN PINE OR DOUGLAS FIR AND SHALL CONFORM TO ASIM D 25, UNUSED, PILING PLAN SIMPSON HU310 CLEAN PEELED,UNIFORM LYTAPERED,ONE PIECE FROM BUTT TO TIP. • n = i u 3). PILES SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWNPA C- SOUTHERN PINE 1.0 PCF CCA/DOUGLAS FIR 1.0 PCF ACZA 1/4 1 -� W 4).TREAT FIELD CUTS,HOLES AND OTHER PRESENTA11ONS IN ACCORDANCE WITH AWPA M4. W z 5). PILES SHALL BE END-BEARING TYPE OR FRICTION TYPE AS INDICATED. DRIVE END-BEARING PILES TO THE REQUIRED BEARING VALUE •J CD (-C) z 6). PROVIDE PILES OF SUCH LENGTH AS REQUIRED TO DEVELOP THE SPECIFIED BEARING VALUE,TO OBTAIN THE SPECIFIED PENETRATION,AND TO z N EXTEND INTO THE CAP OR FOOTING BLOCK AS INDICATED. MIN LENGTH SHALL BE 20 FEET W N X � J XJL0 INSTALL PILES TO THE REQUIRED PENETRATION OR THE REQUIRED BEARING AS INDICATED EXCEPTAS SPECIFIED IN AR11CLE 3.04 C AND JETTING Q O O co WILL NOT BE PERMITTED UNLESS SPECIFICALLY APPROVED BY ENGINEER FOR THE LOCATION. •� z m �=" O 8). WHEN NECESSARY TO ACHIEVE THE REQUIRED PENETRATION,DRILL HOLES OF DIAMETER NOT GREATER THAN 90 PERCENT OF THE AVERAGE O D M CROSS-SECTIONAL DIMENSION OF THE PILE ATTHE DEPTH BEING DRILLED,AND DRIVE THE PILE THEREIN TO PRACTICAL REFUSAL U) CL O (fl 9). COMPLETE BACKFILL TO THE REQUIRED ELEVATIONS IN THE AREA WHICH PILES ARE TO OCCUPY BEFORE STARTING TO DRIVE PILES, w 10) DO NOT DRIVE PILES WITHIN 20 FEET OF CONCRETE LESS THAN 7 DAYS OLD. 6 11). DRIVE PILES AT INTERIOR OF BASES OF FOOTINGS BEFORE DRIVING PERIMETER PILES. 12). IF NECESSARY, PROVIDE ADEQUATE LATERAL SUPPORT FOR INSTALLED INDIVIDUAL PILES TO PREVENT EXCESSIVE TEMPORARY FLEXURAL STRESSES OR MOVEMENT OF THE PILE TOP OUTOF TOLERANCE. 13).MAINTAIN THE HAMMER COAXILE WITH THE PILE DURING THE DRIVING OPERATION BY USING A COMBINATION OF DRIVING CAP AND LEADS. / c} ��. +{ ;•:I ✓ P 14).INVESTIGATE ANY SUDDEN DECREASES IN DRIVING RESISTANCE FOR POSSIBLE BREAKAGE OF THE PILE IF SUDDEN DECREASE IN DRIVING � �• Ci ra � RESISTANCE CANNOT BE CORRELATED TO BORING DATA OR SOME INCIDENT IN THE DRIVING,AND IFTHE PILE CANNOT BE INSPECTED, SUCH DECREASE IN DRIVING RESISTANCE MAY BE CAUSE FOR REJECTION OFTHE PILE 15). RE-DRIVE ANY PILE WHICH IS RAISED DURING DRIVING OF ADJACENT PILES,TO THE ORIGINAL TIP ELEVATION. . 16).CUT OFF PILES AT TOP ELEVATION DIRECTED BY ENGINEER REPLACE OR REPAIR PILES WHICH ARE DAMAGED WHEN CUT OFF. DRAWN BY: JG 18).DEVIATION FROM LOCATION OF PILE TO BE NO MORE THAN 6 INCHES FOR PILES PERPENDICULAR TO THE FLOOR JOISTS AND 1 INCH PARALLEL TO THE FLOOR JOISTS 4/3/2014 19). PILES NOT MEETING ASTM D2S REQUIREMENTS WILL BE REJECTED.REMOVE SUCH PILES FROM THE SITE AND REPLACE WITH SOUND PILES. PILES BROKEN UNDER DRIVING STRESSES MAYBE CUTOFF AND LEFT IN PLACE IF APPROVED BY ENGINEER FOR THE LOCATION.OTHERWISE THEY SHALL SCALE: SEE PLAN BE EXTRACTED AND REMOVED FROM THE SITE. A A mom 20). FIT TIMBER PILES WITH METAL SHOES ON THE TIP WHEN THE AREA OF THE HEAD OF A TIMBER PILE IS GREATER THAN THAT OF THE FACE OF THE HAMMER. USE A SUITABLE CAP TO DISTRIBUTE THE BLOWS THROUGHOUTTHE CROSS SECTION OF THE PILE. SHEET NO: 21).AFTER TIMBER PILES ARE CUTOFF,TREAT CUT SURFACES IN ACCORDANCE WITH AWPA M4.REMOVE CUTOFF SECTIONS OF PILES FROM THE SITE AND LEGALLY DISPOSE 22) THE PILE CONTRACTOR SHALL HAVE A PROFESSIONAL ENGINEER CERTIFY THE PILE LOG INDICATING THE BEARING VALUES OF EACH PILE 3E1 � —.2 -x� 7 z -------- -- -------------- ---------- .................. .-.-=. ... ......... 2-1 K:7------------ B .......................... ................. ............... ...............................................z ............. ------------- ....... Macd ...........1. ........%.or....... ......... -- EX ------------------------ W41 ....... -—-—-—-—- PoRCH ...................................... A EX L GRADE E 70 ............. ... ........................................... ............ --------. ................................. F11"I"I WAI I CONCRETE FOUNDATION ...cro BE . law - WALLS ABOE ................................................ z -44 EX.GRADE ........... EL 7.01 z .......... .......... ............. - --------------- A: ........... .......... --- ............... -1: wj;j. .....................4 ....... .. ........... .............. NEW GRAD!IELL.1.1�1"_ Vj&-DlLFL­OOR EX,GRADE. (EX.GRADE. EL 7.9 CARACF C'm NEW GRADE EL75.0' ........... (EX GRADE:EL 31 ........... ............... - I i t I EX.GRADE;Ze J,...........TO TO TAPER DOWN EL Iff NATURAL GRADE IN 0 RETAINI NGWALL) 11 -- 4 FOUNDATION PLAN II jjSCALE: 1/8" 1' COMMENTS: --';% ...................... ................ . . 1.IREAKA-WAY WALLS .. -.j JGL DR .... DOOR 2.RETAJNINIG WALLS NEW VtA EEL 10.1- PROJECT NORTH -2' S-7' 6.o,-a.cr) 1 S-1W BEX.GRADE 7.DECK/PORCH GIRDER! O.PIUNGHEKHTATVECK%/PORCti­ EX.GRADE EL 7.ol N STAIR D ADI 11 /B 5.BEAM/PIUNGI GARAGEALONGS LANDING FOR Fj AND AT LANDING NEW G (EX.GRADE:EL.7.01) 6.PILING AT GARAGE DOOR OPENING. tx SCHAF/FER HOUSE 07/24/2014 REVISIONS: HEALTH 00/00/2009 DEVELOPED FEMA FLOOD FEMA FLOOD TEST HOLE DEPT. PUBLIC WATER ZONE VE 10 ZONE AE 6 BROWN LOAM OL LOT 1 l7 EXISTING GARAGE --- BROWNSILTYSAND SM 3 BROWN FINETO COARSESAND SW UTILTY -__ AIN TI LE N 21014'4011 E 108.1' a EL 5.0 1 JETTY 1 1 LIMITSOF�---------------------------- -Q -- lo�AnoN A `� 1 I , OF RE SEPTIC {,/� IN /!♦�� CLEARING _ ------- CDSILE UIREMENR INTO COASESNFINE O 1 '• rN R MIND ALL SCHDS RE UIREMENTO TO COARSE SAND - I p GARAGE O IEXISTING I� C BE REMOVED i °O e• W_ � 13 FINISHED GRADE Q 29 r rn WATER ENCOUNTERED 4.6'BELOW SURFACE In I 1 p P+a' GAFZAfiE - i_ N TEST HOLE DATA BY: N 1'r McoONALDGEOSCIENCE r m> STONE DRIVEWA rll WQ2013 No.4 REBA0. r NEW EL TO SLOPE a2'O.C. U H r DOWNTO EL,5.0' I 17 AT HOUSE 'r O N..4 REM I 1 r 4 .D' ,` •• ��••••••'•• °• R Al IL � Ai r ®]'Q.L 0 FINISHED GRADE t I W L J Vv FEMA OD O DEVELOPED m I I I I I I-, I I I ZONE A 6 p PUBLIC WATER. MEMBRANE WATERPROOFING G u3 O o TEST D SEPTIC SYSTEM SIDE p D•V L I T T L E z = , I Il_Z FEMA FL D HOLE U ' I I I �n ZONEX ,+ c PECTIN IC �0Q m - E L, O ,I I O p' I GLADE •MIN.10.5' v A O' End I 1 c.LLi I `�5 SLOPE• PROPOSED BAY _ ® C Z STY. - - = B• I I 1 a> E A L ADDRION - m i I I OV FF 14.0 T 1- � /^i r EL.6' D O 1I I I l IS .11 I 1 0 /.r Na.3 0.EBAR®1]'CC m 1 i LOT 116 O III I- m Z ZI I L =� B d I I 3 6' F1�7II--I •No.➢REBA0.®IB'O.C.I 1 U I I- � Z i1 i 1 I I LP LF �- a `O 7fi.3''III I ` O. ' I II_ SEPTIC CONC. RETAINING WALL DETAIL H B/ I I-I I- EP EL.7' (NOT TO SCALE) a W p I I IZI'MIN.- I I T, // EP _ -1 I I W t _ WEST LAKEDRIVE j I• _ MEETS&BOUNDS � DIRT ROADWAY BY:JOHN FREERS,LAND SURVEYOR z a DATED:9/17/2013 O JETTY I t IMITS OF it I GRADE EL:MIN.f0.5' ' ' =D Q EL B' �y I•,CLEARING F PROPERTY: 10,921 SQ.FT. 0.2507 ACRES 1--I - •S%SLOPE• /1 I •� L--_.r-- -------- RETAINI I GI IA IL I 1 I I STAINING TALL I F•••I 110.45' S 21°14'40"W o STONE EL.8.0 ', FEMA FLOOD FEMA FLOOD • :;ii�; EXISTING 20NE 10 20NEX500 fi& S.y ryr nt°� S II" CT 1000-90-2-3 L. LOT 115 rs ^a DEVELOPED HAY RAV u/SLIT FENCING PUBLIC WATER ,_,+•• r ��?./I ,�4�m+mt My Milli llljVull •i IV �' � � SITE PLAN O SCALE: 1" = 210 '0� ' a MOUSE? _' s _ 4/�-4� F F 4� '�? - T � Y;t LEACHING POOLS SEPTIC TANK sin NOTES: NOTES: PILING U p�` 1).MINIMUM LEACHING SYSTEM IS 5 POOLS:316'DEED,B'DIA. 1).MINIMUM SEPTIC TANK CAPACITIES IS ISGO GALLONS. ADD CLEAN FILL 3),LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE ]).CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 p,l AT FIN.GRADE MIN.EL.10.5' AS REQUIRED .-+ IN.GRP, (OR EQUAL). 28 DAYS. INV.EL -�'INV•EL -_ 9.5' B.6' 3).ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL). 3).WALL THICKNESS SHALL BE A MINIMUM OF 3'.A TOP THICKNESS OF 6'AND A [f0']- I IB.D'1 BOTTOM THICKNESS OF 4'.ALL WALLS,BOTTOM AND TOP SHALL CONTAIN r-�3 4).A MINIMUM DISTANCE BETWEEN LEACHING POOLS AND WATE0.LINE SMALL BE REINFORCING TO RESIST AN APPLIED FORCE OF 300 pl/. I I INV.EL-APPROVED PIPE -INV.EL 15D0Ba1 INV. APPROVED PIPE •EL (5)3'6'Seep,B'die. `• ANDµ MAINTAINED. ]BADE:EL 75 8.8' -mdn.PITCH 1/4'/I' - 8.5' SEPTIC TANK B•0 min.PITCH 1/B°/I'. 7•B' LEACHING POOLS COLLAR I_ q).ALL JOINTS SHALL BE SEALED SO THAT THETANK IS WATERTIGHT. 5).AN B'INT DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. 5).THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS COMPACTED 1 IN.6-V. DRAWN: MH/MS MAX.TOLERANCE OF t/-1/41 ON A MINIMUM 3•THICK BED OF COMPARED 4.6' SAND OR PEA GRAVEL 3.T 3'MIN. SCALE: WATELR EL 1.4' 6).A10 MIN.DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. � � _ � JOB H: PROPOSED SEPTIC SYSTEM DETAIL ApSHEETN SHEET NUMBER: ' MOT TO SCALE) S-1 REVISIONS: HEALTH OD/00n009 DEPT. U 0 N U � n (HOUSE) FIN.FL.:14.0' y o u a w PILING ADD CLEAN FILL 5%SLOPE AS REQUIRED Mp,) FIN.GRADE MIN.EL.10.5' FIN.GRADE MIN.EL.10.5' INV.EL. --r"INV.EL. A" 't A" " _ � RETAINNG —[10'] 19.5 _[8.0'] -+ V A8.6 ^ v A >" v r I I I I WALL z _ � � i �� <A r3'CLEAN I O - - - INV.EL. APPROVED PIPE —INV.EL. INV.EL. INV.EL. (5)3 6 deep,B dia.. J' 1500ga1 APPROVED PIPE I LEACHING POOLS V A SAND E-I -NAT.GRADE:EL 7.5 8.6 min.PITCH 1/4/1 8.5 SEPTIC TANK 8.0 min.PITCH 1/B"/1'; 7.81 8 I COLLAR NAT.GRADE:EL.7.5 I i I INV.EL. INV.EL. �1 w 20'F . 4. �ROM Q 0 SEPTIC 3.7' 6 3'MIN. a - WATER EL.1.4' PROPOSED SEPTIC SYSTEM DETAIL o (NOT TO SCALE) E SCTM# 1000-90-2-3 DRAWN: MH/MS SCALE: 1/4" -T JOB N: April 01,2014 SHEET NUMBER: S 2 REVISIONS: HEALTH 00/00/2009 DEPT. l ,-M ��. ,1, al A...................................A........ ......A..................................A...................... .,� PI , V i��iiViii s PORCH I N • � U m a P. a a .y�r•........................' ..............' ........!.':S ..'.' :.'.`.•:�;......_. !::�aW:........._�f . • -• 1 7 v m a...•a a.b...0 a..........W • r i ca "�' r ,I1 µ, ■��i:0DPL—.��.�.�.�l�P("i.�.�•1ettMu�M�tlwi1�a m%w., .....�.��� PORCH H. 2rr �....... ..... .. .il —(ASSUMED) . ....................... gi PORCH Z t� E%EL7.9EI D r r p TTF'E {T�' WOOD RETAINING WALL CONCRETE EREMOVED)ON © \ 11f.YY+...w.;. . ■�..• .u.......• [j] ;' WAIlf ABOVE ii i F a •, ,. C^ r , r r ::41 EX.GRADE. a EL7.a , ....... i ....... lo . .{; ;........... ; I O NEW GRADE EL 10.1' Y �'�j� E- IX.GRADE: (E%.GRADE:EL B.a) E DEL LOOK •I ' •••••••••••.� GARAGE I ; C EL 7.0' i TIC I ;{•••••••••••.; NEWGRADEEL5.a pp ^ " I I V I ol ;;...........{: (E%.GRADE:EL 7.0) i tl Y•.1 ................: o, I ;;...........;; ({! I I rNEW GMDE(EL 10.1•"� II EX GRAD EL 7.a E: i' ) ' I i�...........ii i ,j TO TAPER DOWN TO ;, c rr E NATUMLGPADE ;; E!F I IIfNO RETAINING WAIy II GOMMENTfI 1000-90-2-3 I. .. " I SCTM# I.BREAK-A-WAY WALLS ............... 5 ... ................... .. • •........ .. .... IDR GARAGE DOOR 2.RETAININIG WAILS NEW GRA EEL 10,1' a, 3'-2" 3'-7" 9'-2' 3'-11h" (EX GRADE:1.6.0'.8.0J) oo �''' 3 •AI,, 3.DECK/PORCH GIRDERS W 4.PILING HEIGHT AT DECK/PORCH IX.GRADE: p 'C EL 7.0' 5.8 FAM/DILWGIN GARAGE AIONGfTAIRWALL FOR FJ AND AT LANDING M NEW GMDE EL S0) O (E%.GDE:FL 7.a) .� A 6.PILNG AT GARAGE DOOR OPENING 1-a FOUNDATION PLAN PROJECT NORTH 4 Y. SCALE: 1/8"= 1' ' DRAWN: MH/MS c, SCALE: 1/4'�--l'-0" JOB#: r s r April 01,2014 SHEETNUMBER: i A-1, --------------------- REVISIONS GRADE: 8.0' --------------------- MDT ------31•-�11zn------- 7'-0„ --------------------- 11'-101/4" 6'-0" 11'-71/4" 1'-0' 6'-0" 1'- 10 ----------------- - ------------------------------ --------- -------------------- -' ---------------- (3)2X10 DF#2 GIRDER (3)2X10 DF#2 GIRDER 1 1 12"dia.FG COLUMN N w/6X6(iYP.) l IX O 1 , i ;o = 1 1 1 1 cr °O I COVERED PORCH 1 I A 1 I 3'—4 1/2 N �] m GRADE:8.0' o i i `'� •� H i 1w im D EX1D;FfU.2X ' ' F� 1 1 v o Z - f f( i, x111\ t,,��■ �,�t`��y 2 9-1/2 ML HDR. =of 1 1 GRADE:7.0' Y Li U 1 , of EX. ITTING ROOM — ijll I - -- ,\� — -----'L- - col I PELLET BURNING INSERT - --------------- --------------- a (3)2X10 DF#2 GIRDER M S.S.FLUE TO EX. DINING ROOM wOF NEW STING CHIMNEYP 1 -4�/" ---- -- EX. LIVING ROOM COVERED PORCH o; of I ZO NEW GRADE: -------- �/ ---- 1 1 X6POST ---------------------- ---------- --- -- o� -- w z OI ■ STOOP ------ - - �/` -_^✓ (2)2X10 HDR. (2)2X10 HDR. ■ I (EXPANDED) EX. MUD --------_ cD @1 ROOM ------ I Z o NOTE: ■ 45 MINUTE FI T D DECK POSTS TO HAVE ----------_ - - ff14.0' MIN. {3)DECK JOISTS I 1 DOOR WITH SEL LOSING t ■ (3.25":12 PITCH) I ( -------- HINGES, E AMB M I UNDER FOR SUPPORT I z O ' 1 1 1 I_ 6" ■1 0 � d Z ■ 1--d WALL LEGEND EX. so NI; FF14.0' N I STOOP ^ r--------------+ ij� (2)2X8 �i v = ■ F---I WALL TO BE REMOVED ■ 6X6 POST (2)1-3/4X9-1/4 ML FLUSH BEAM HDR. (2)2X10 HDR- of - Q 2'.4" 5'0" EXISTING WALL _ WORK SHOP d X N I ----------- _ N w N � NEW WALL __ NOTE: ----------- o _ DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL o [INT.:2X4=4-1/2",2X6=6-1/2",EXT.:2X4=4-",2X6=6"] ----------- O O KITCHEN ■ =N LL DIMENSIONS OF NEW WALLS ARE FROM STUDS O Q O ` MECHANICAL OFFICE [EXT./INT.:2X4=3-1/2",2X6=5-1/2"] ROOP,/I ' i L/> O 5 -7 12'-7�/z" c Z O ' 1 1 e s ' _____; VENT (2)2X70 HDR. (3)1-3/4X14 ML HEADER ■ Q O J 2-TW2432(3in Mull) TW3046 CW135 CW135 CW135Z.: F w =o U) 4'-0" 12'-101/2" 10'-7" 7'-81/2" o Uc) o 50 -11 I/2 NEW GRADE:10.1' a% GRADE:5.0' Q: GRADE:7.0' V% V' z z.' .z a% DRIVEWAY rw,: ` ,� s' °':,,.� ¢ DRAWN: MH/MS 1ST. FLOOR PLAN c �c°�IN c:y� ' ' �S, � "�� SCALE: I/4 I- �� JOB#: SCALE: 1/4" = 1' ; �f ' a . '� January 29,2016 SHEET NUMBER Al 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 Bt' E�,- .FN$- ING 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 COMMENCEMEJT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SI-IEETROCKING AND SHALL SECURE THE C of O PR ryY I ^F AYMENT PROI`�1 lDIC'ER;L ^ 1 I tI .,,qy ... i .,I� t �•��� REVISIONS 77 t,PP rO VED 1,S 1"0 TED EXISTING SIDING TO REMAIN DATE: SI1 > 1 NEW CEDAR SHINGLES TO MATCH AZEK ✓t 11 RIDGE/SOFFIT VENTS TRIM THROUGHOUTFEC'f'� r� � BY: t 1n,:. NOTIFY BUILDING DEPARTMENT AT 765-18,02 8AM TO 4PM FOR THE __ _____.. n _._ :..__.___ �i.. ]�_ �]._ . �" - - - - - - - - - - - - - - - - - - - - - - - - - -FOLLOWING INSPECTIONS: �_.____ _______.__.._......_......-....__......._.___.._......___...................._.. _............... 1. FOUNDATION - TWO REQUIRED — - - ( ` 'o FOR POURED CONCRETE �^ 2. ROUGH - FRAMING & PLUM13ING --_....__------ _. 3. INSULATION _ . . _......_...._.._.......___..----_.... v. .l _.. 4. FINALCONSTRUCTION MUSTA ____ _-_ .—_._..__._......__—.___._.____. ___.._ BE COMPLETE FOR C.O. —`� ....._ .I__ .. _.I_ ..._. __ __ .._.. .�... ALL CONSTRUCTION SHALL MEET THE -- — -- _.__...__...........___..__.._._........__.__._.._. ..... l..- _.__._._..___._.__......_... .... REQUIREMENTS OF THE CODES OF NIEW YORK STATE. NOT RESPONSIBLE FOR ___._... ._.__.....__.._____.......................... ___... - :� o DESIGN OR CONSTRUCTION ERRORS. — - [.— .. � _ — uLn RETAIN STORM WATER RUNOFF � _ —1", �— �R PURSUANT TO CHAPTER 236 i 1 — M �... ..__._...�,._,_...... _ _. .�_. s Ln OF THE TOWN CODE. I: {1_ _._`............. ._ o I i 'i'"" I kit _ ......... .._.__.x.._.._ h z Y Ip� I .... ....... _._. .... _ _ I en - -- --- --.-- . -_-_ _.P.... :......___..� .....__.._.. .._._.__ i —__— _ _ .. .. ...._.....__._.._.._._....-"-" - ; — __ _a __._._.__._...._._.___-__ l. _ _l.._ __f... _� 1-�_ L[„.... �_ _�. �" ; I _ 1. _... .,.:::::....1_ ....:.is::"W:: "y-l... -Y W-1. ....I y I I- H �: .1....1......._ T I , _ FIN.FLOOR: EL.14.0' .,, i _....._.._. ._ .__ __. .r; - -- -1 BOF: EL.13_1 _ C7 i T j .1' x 777777 .._......... I t__...- ... ao ow _.f. 3 ' NEW GRADE: , _;....... 1-� � EL 10.5' RETAINING WALL I f-� _..._ _.._._ _�. _ 1....._ . ......�: z NAT.GRADE: -- - - - - - - - t , NA j \ T.GRADE: PROPOSED NORTH ELEVATION / , _ _ Y _ : -: - EL.7.0' COPfFLY V,11 H ALL CODES OF SCALE: 1/4" = 11 NEW GRADE: NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF SOUTHOLD TOWN ZBA Z0 ITu''�I�LANMG BOARD > SOU TI HOLD TOWN TRUSTEES O o z Q J OCCUPANCY OR — — U ali MAY 14 201� + 1 —+ w USE IS UNLAWFUL - - I'll � o WITHOUT CERTIFICATE E ; M ®® T ' , OF OCCUPANCY PLUlvfaER CERTIFICAT/ON u j �' { EXISTING NORTH ELEVATION V CN LEAD CONTENT BEFORE :°� F•.,s... DRAWN: MH/MS SCALE: 1/8"= 1' t .fit.,,.. r' QRTfFlCATE OF OCCUPANCY A ,�.. ,x aIe SCALE: 1/4"=I'-o" >" JOB#: . .. SOLDER USED/N WATER L't April Zola Sl1PPL}'SYSTEfef CANNOT a r SHEET NUMBER: EXCEED 2110 OF 1!LEAD. A- 1 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. CONTRMTOR 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 SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. PLUMBING ALL PLUMBING WASTE &WATER LINES NEED TE:'TING BEFORE COVERING REVISIONS .. /� >i.._......._..__-.__ 7C�_�JC� _. I - - t.�iC�=: - -� __._ - _ �_:.ir� - -_ - ___--_____ _ _ nL�c _..� _ .._ __._.. - [.,,�-�C � NEW CEDAR SHINGLESOTO MATCH _. � ©o o©b `� AZEK TRIM _____�.— � -""{---("'��`� I RIDGE/SOFFIT VENTS THROUGHOUT ... ____"_'_'.___ __.__.._ .�. �W...___T li..W ,. _._ _. UC....:- ____— a_ _ ��Imo;, _._ !— ____ �i��t_—�L __._____ �' __.........�.�_i 1 ,CN _� ��� �.�. f-- r _., _ --jr--;._._ I .� �.__.,. ._1 �_. __... .ll_�::;�:�o _ _ ,!._. �I" - .� .. __v - - V � � � 1�.-._ ._��C�7 _ i. ,.__. :_ _ _ _ __. '_ :_. __ _..��r�� ............ T i .. __ _ ::�_��_ _ � M � _ -__�.:: I :��� ��`_. ,; ,� -- �.__ ._.... ..... I 1p i _ `_'_...�1` _y,.,, _ _. ......... .._ . ._.... _ 1._.._... ;�....._I � A. ..."..._Il_...-_._..tt� _..__........_. _.._...._ _ _�.......�_. 1 - I: I E ,. � .........._.�_____ ._ ........_�._..._.... _. ...... ._.1.. L � -- N _. - - - - -- - - - - : _ � _ . __ ...._ I _ __ >..._... _ - ___._. __. :�r T' "_.y. ._.._....... _ ., ........ _, _ _J T ..�_., _. _� - - : _�.__, � Z �. ,.___ _ r__ -r- � �... _ _., ._ _ w�__�I :r_--�t�r��_W _. _ - � ._. . ,� .: _. , _..._ .............____ — r_ .... �i . ,. ._ .. . _._�. _. ) �.. I ,_ (( _: . � FIN _.._....�1.__ .:... :.- ,,: ... _[ - - - - - - .. — . i W _.. :� .FLOOR: ..;; .;, r __ __ :. . ..� _. �� ' - -- ... . is a O ",...,_.. _.__l._ � �� — T - - - - J __� = 1 __1_ _....�...__ . I �C _ � w _ � Z - 1_.._...�1...T_ . . ,. a _ � - -- I ..._ _ __._..__. _�_ � - - - ____- _ � . '. � RETAINING WALL ___ � _ � f � � // , 1 � w / : _ _. _ ... _ f y NAT.GRADE: � � NAT.GRADE: EL.7.0 EL.8.0' PROPOSED WEST ELEVATION _._._._.___.___._._._._. _ SCALE: 1/4" = 1' 4� w v> > _. ._ O o } ® ® z w I Qo a O � � J N � � � • � � O ® ® .� o M °' U o .�,,�`�,. .�a. EXISTING WEST ELEVATION Asa � ���' ���' ` SCALE: 1/8"= 1' "� f, q�3` DRAWN: MH/MS ' N•�`,y¢��"%� a SCALE: 1/4"=1'-0" �''�'u•� �'� JOB#: �,�� J;. �"k ��� Apri129,2014 �4��, �'"` �"� �'�'_'��`�"=`,a SHEET NUMBER: PAINT T ER O 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 CON A TR CTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RES ONSI 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. P BLE FOR ALL BUILDING DEPARTMENT INSPECTIONS ROUGH ELECTRIC,PLUMBING,AND NYAC PRIOR TO INSULATING AND SHEETROCKING � AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS ti , L L - __.._.........__..__.__.. (-....... " EXISTING SIDING TO REMAIN — NEW CEDAR SHINGLES O MATCH o _...__.....__............ I ( I ..-___.._....__ ____.._. __._.__ _ AZEK TRIM _.. o 0 ©o o© . - ---- ---------- RIDGE/SOFFIT VENTS THROUGHOUT 0 �- __.........."._..._.._� .. - --- _ _......_....... _..__.___._. - - , FFH H11 --_ " ..... 1 h HE ijM6 14 L EL O M•— U jl�T )"r-ym .-. _ — _ 1--HIT 1 m _.._...................... .............. ... ........_..........._......__.._.._ K .__._.__..___._____..._—.--�... ___— ___.., _.. ...___. -- „ -- - _�__ __.__......__.._..._ _.._.......e.n._.............,.,,._.,................................................_^ ��--.... �. G . f D _n t E i A _ i 1 f F­4Aril I[ ►li -1 FIN.FLOOR. I .. Iu - _i....-�. i T I j 1 i 3 ' i _ _ 1 EL.14.0 - - � - > 1xn s... �...y_ ff 11 _.. w I NAT. RADE: 0 w �' \ � '�•- Q NAT.GRADE: EL.8.0' Q EL.7.0' PROPOSED SOUTH ELEVATION SCALE: 1/4" = V w v> >_ Ooz z w Ci o O U) c') 0 EEB �p�yF,1��7II,gI'II�IIII = 0 r_4. DRAWN: MH/MS y� SCALE: 1/4"=P-0" EXISTING SOUTH ELEVATION r: JOB#: SCALE: 1/8"c 1 April 29,2014 SHEET NUMBER: 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. CONTRACTOL SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-3 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 OF CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS 1 EXISTING SIDING TO REMAIN NEW CEDAR SHINGLES TO MATCH AZEK TRIM RIDGE/SOFFIT VENTS THROUGHOUT .._ . _ ___ _ __ - — - — - — - — — - 0 i I : H _ 1 I:_I_. I._ I .....I., I:. u i 1 'FT III III :Y-11�` 00 f I ' � N ij _._..._ .._ __ ,.I.. _.. .. I : LL rn l__...__. ... I, 1 _I. I 1 t a � o0 L . L FIN.FLOOR: EL.14.0' _L H Z � w NEW GRADE: O EL.10.5' w f--a NAT.GRADE: — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - EL.8.0' PROPOSED EAST ELEVATION SCALE: 1/4" = l' 4� w - - O oz M-11 ® � Qo J O —• — w c3 p ® ® ® v O eM T� O V1 EXISTING EAST ELEVATIONbt;' ��� SCALE. 1/8"= 1' DRAWN: MH/MS ✓ �� N,v s SCALE: 1/4"=1'-0" m, JOB#: April 29,2014 SHEET NUMBER: A-4 aM 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 SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS 1ST.FLOOR EM WALL WATEFRIGGHT SEPERATION FLOOR GIRDER/BEAM JOINT JOISTS NNCH WIDE 1( i GIRDER UTILITY . BLOCKOUT iIs 1} 2%4 �^`: WAVE FO0.CE�♦ -——2 I I 1 1 TOP PLATE BREAKAWAY ':.�, ♦ ♦ 1 2X4 DFK2 I: ♦ / 1 I WALL HT.:SPACING: 'I;Gi: ♦ 1 1 1 6 FOOT 24.00 BREAKAWAY \�� • WAVE CREST t t!` GAP V2'EXTERIOR WALL FRAMING % I I 1 (EYE.) SHEATHING 7 FOOT 24'OC I i' %' , , BREAKAWAY \ 11 B FOOT 16' "' WALL FRAMING OD ' ' PILE 9 FOOT 12'OC PILE , BUILT—UP BREAKAWAY CONCRETE SUB 2X4 i'j 111 E%TE0.10R AND INTERIOR UUU 2X4 UN0.EINFORCED UNREINFORCED 'I I I SHEATHING NOT TO BF NOT CONNECTED FRAMING BOTTOM PATE CONCRETE SUB 1: TO WOOD PILE CONCRETE SUB I I I ATTACHED TO PLATES OR GRADE BEAM OR GRADE BEAM I'II( , , FOR BREAKAWAY 0 GRADE O O O O O PERMANENT t t 2%4 �I 3 RILE NAILER .� I 1 B ` BREAKAWAY WALL DETAIL 1.BREAKAWAY WALLS TO BE CONSTRUCTED AS CONTINUOUS,NOW TOTAL REQUIRED NUMBER OF GALVANIZED COMMON NAILS(DIVIDED BEARING WALLS,ATTACHED TO THE FLOOR JOISTS OR BETWEEN EQUALLY BETWEEN TOP AND BOTTOM)FOR WOOD-FRAMED WOOD PILES AS REQUIRED. BREAKAWAY WALL CONFIGURATIONS WITH 8-FOOT PILE SPACING O C-I ------------------------------ 2.BREAKAWAY WALLS SHALL BE POSITIONED SUCH THAT ON FAILURE, I ________ ------------------------- -' I THEY DO NOT COLLAPSE AGAINST CROSS-BRACING OR THREATEN BREAKAWAY HEIGHT(FEET) 6 7 6 9 1 ^ _ _ OTHER FOUNDATION COMPONENTS. ._. rJVC1'� ' G TO MATCH HOUSE WITH UNDERLAYMENT OR AS NAIL SIZE Bd lOd 8d IOd 8d lOd Sd lOd N� a TYJ 1 3.EXTERIOR SIDING ���••/// ♦ ' 1 PER OWNER. NAILS REQUIRED 18 12 22 14 24 16 28 18 1 / I ' 4.EXTERIOR SHEATHING TO BE MIN.1/2",APA 32/16 RATED.INTERIOR .4z K 1 B , SHEATHING SHALL BE NO MORE THAN 1/4"THICK. C.)I f / I 5.SEPERATION JOINT BUST BE ESTABLISHED BETWEEN STRUCTURAL TOTAL REQUIRED NUMBER OF GALVANIZED COMMON NAILS(DIVIDED C) o 1 EQUALLY BETWEEN TOP AND BOTT PORCH FRAMING AND BREAKAWAY WALL INTERS OM)FOR WOOD-FRAMED INTERSECTION. BREAKAWAY WALL CONFIGURATIONS WITH 10-FOOT PILE SPACING a( Q m ' / B 6.BREAKAWAY STUDS TO BE 2X4,FRAMED AT 24"OC. 1 BREAKAWAY WALL U e� 7.BREAKAWAY PANELS SHALL BE INSTALLED OVER UNREINFORCED HEIGHT(FEET) 6 7 8 9 `� b I CONCRETE SLAB OR GRADE BEAM.CONCRETE SHALL NOT BE 01 I / I CONNECTED TO WOOD PILES. NAIL SIZE 8d 10d Sd 10d 8d lOd Bd 10d 0 1 ' I I x 8.UTILITIES,INCLUDING ELECTRICAL WIRING,BREAKER BOXES, NAILS REQUIRED 24 16 28 18 32 20 34 24 1 POWER METERS,PLUMBING,CONDUITS.AND VENTILATION _ --_- _ _-_---__ �/- CED IN DUCTS,SHALL NOT BE BREAKAWAY WALL PANELS. ING SUPPLY 1 'I E 1 B I FIXTURES,SUCH ASDLIGHT�SWITCHNS OR ELECTRICAL OUTLETS, •- - _ -_-------'----- -- - ES AND OTHER.UTILITY —_ ————— ———— ——— _______+ I 1 I I I ' ' ' ' I ' MAY BE ATTACHED TO THE SHELTERED SIDE OF THE VERTICAL TOTAL REQUIRED NUMBER OF GALVANIZED COMMON NAILS(DIVIDED LL-' EQUALLY BETWEEN TOP AND BOTTOM)FOR WOOD-FRAMED FOUNDATION MEMBERS AS ALLOWED BY LOCAL BUILDING CODES I I -- --------------- AND FLOODPLAIN MANAGEMENT REGULATIONS. BREAKAWAY WALL CONFIGURATIONS WITH 12-FOOT PILE SPACING 1 2X8 ACO DJ 016"OC I I 9.CONSTRUCT UTILITY BLOCKOUTS IN EACH WALL SECTION TO ALOW BREAKAWAY WALL UTILITY LINES,AS REQUIRED,TO PASS THROUGH.UTILITY LINES HEIGHT(FEET) 6 7 8 THAT PASS THROUGH THE BLOCKOUTS SHALL BE INDEPENDENT OF z (2)2X10 DF#2 I !I 2 2X10 DF#2 ' I (2�2X10 DF#2 PORCH 7 i THE WALLS AND THEREFORE WILL NOT BE DAMAGED IF THE WALL NAIL SIZE 8d lOd 8d lOd Bd 10d 8d 10d IT 1{ I I�. �� �i__ _�, •_ T 1 i i I PANEL BREAKS. O � 38 24 42 28 I""1 ,,I,, I I ' I B I 10.PARTIAL HEIGHT BREAKAWAY WALL SYSYETMS ARE NOT PERMITTED. NAILS REQUIRED 28 18 32 22 r �j 1 1 1 1 EX 2X10 FJ /0a 16"OC (ASSUMED) (2)2X10 DF#2 �_ �_ . . — . -- . E"i r I I I I E III 1 I ' I �i I (2)2X10 DF#2 ' " i� , 1 i ♦/ O A + PORCH ' Q 1 11 1, X 2XI0 FJ (0a 16"OC ''I'' / X 2X10 FJ (")a 16"C)C I' � El • EX.GRADE: 11 EL.7.0 1 I . _ O -----r ----- "' -----------------,11, I i I --------- ' 1 ----- WOOD NING WALL --------------- CONCRETE FOUNDATION 1 ~^^ F-� ' + (f0 BE REMOVED) 1 WALLS ABOVE —1— ------------------- ------------,1---------� �i Q ! l i (a,) ----- "------- t-- —�-- I I II EI I I B TSECK--��__+ I 1 z 1 11 r------------ 1 �, ' 1 'I 1 11I II 'll' .EX GRADE: 'QII I 1 1 L-- ---------'-4 1 EL.7.0' Jt I F FE 11 F-11/2 IF I 15 ' WX8 ACC EX.2X10 FJ016" C : L-----------� � ' ' @16"0C l i i �' I i ' 1 0 I ' I ' ' ' 11 , _i ,; I I ' l l ' ill � �---'---� I�I , � r-----------41 �, ¢ VJ ' 111 11 1 '' I ' ' ___ __ __ _ 11 � W 1� -------------------- -_ - -- -----_----- --__ ' ----------- /2X10DF#2 FJ t7a I v --- I 11 —� t------ ----- ---- - _- ------ ----------------- ��-----------J ' Z 1 - —_� r—__— - ---- -- -- --- -- , i 1 I , Z - — - — - -- ----- � III ' fill i i B B . ............... i ¢ EX GRADE: w Z NEW GRADE EL.10.1' _, " I ________ __ " 1 EL.7.0' Y .�-- DBL.FL OR (EX.GRADE:EL.8.0') , , , JOIST I -, �) GARAGE I ; O J J , r I 1 � _______, 1 , 0 ¢ i ' ' ' NEW GRADE EL 5.0' , O I— 2 ' '------------ " ' ' 1 z ' I I I (EX.GRADE:EL.7.0) 1 (� ui F-- 1 I 1 — , r-----------1 I 1 ' w O ' B --------- -----' B B Z I 1 , I ' 1 I F——-'--'---—4I 1 I ' ; I I EX.GRADE: ' I I 11 ; U O NEW GRADE(EL.10.1) , E___________J 1 TO TAPER DO TO 1 B B co EL.7.0' 0 I i , O NATURAL GRADE ; ; I I o FOUNDATION PLAN r �II I(NO RETAIN ING WALL) ' ' ' ' ' I 1 I I 1 11 11 i �'�:, Y•�, 1 1 1 1 SCALE• 1 If 000MMENTS: -- - — - — - — - —r - -r�,y------ - --�,~------ ------ -- 1 ' `_ _ - -- 5 c' �'� Y' -------------------Q------T---L-LC--------- --------��----- -�--- ------- z�-,r - ------- ` + `--------------------------- J SGL.DR. AGE DOOR �,w� 1.BREAK-A-WAY WALLS > E , NEW GRADE EL.10Y J �° 3'-2" 3'-7" g'-2FF PROJECT N 0 f` T,r � � :� � DRAWN: MH/MS F FF ¢ ` —¢ 3 -11h � r•',,, ,;�.-.,e,�..'� '�r �• SCALE: 1/4"=1'-OII 2.RETAININIG WALLS ' ° �7 � .." (EX.GRADE: 6.0'8.0') N / v Za► uo , �r . e `4r JOB#: 3.DECK/PORCH GIRDERS z z y , ¢ EX.GRADE: ¢ :sq ,.•., .`f e. April 29,2014 Z 4.PILING HEIGHT AT DECK/PORCH '4 EL.7.0' , � ; ,? SHEET NUMBER: e" �.' 5.BEAM/PILING IN GARAGE ALONG STAIR WALL v '' r� N NEW GRADE EL.5.0' FOR FJ AND AT LANDING L - 00 `r ~ � ,,, (EX.GRADE:EL.7.0') a3 N 6.PILING AT GARAGE DOOR OPENING BETWEEN THE DRAWINGS,THE SPECIE CATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTCR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHAl1 BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTION PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES 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 SNEETROCIGING AND SHALL SECURE THE G of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. --------------------- REVISIONS GRADE:8.0' --------------------- ---------------------- ------ - --•----- 7, 0" 120 6" 11 -101/4 6 -0 11 -71/4 1 -0 61-099 1 - 11 -6 1 - ----------------- - -- ------------------- -- ------------------------------ - -- ------------- -- -- ---------------- It' ------------------------------ -- ------------- -- __ _________ ________________ -- ------------- -- -- - (3)2X10 DF#2 GIRDER (3)2X10 DF#2 GIRDER ©o o©© I 1 12"dia.FG COLUMN I I -------------- O ' 'x w I O "I 00 "I COVERED PORCH n L I I_ I I -------------- v V I I I 141-1 mA --------------m v1 I �� O 711 1 m N' ' �1______________ n' ' 1 a m m rtnwnro w v 2 Ln -------------- GRADE:7.0 11J Y v/ 2 9 1/2 ML HDP. ` 1 --------------W - O U C z m w � C6, ; EX. SITTING ROOM i2 I I � --------------- ---------------- - `7 (3)2X10 DF#2 GIRDER M EX. DINING ROOM M �� I I CL N I 1 0 EX. LIVING ROOM 01 1 o COVERED PORCH al I I 0 z NEW GRADE:10.1' hi n i i 0 A I 1 O -------- (2)2X10 HDR. (2)2X10 HDR. STOOPI 4 -OI/2� 14 -9�/z(EXPANDED) --------- CID , a c EX. MUD ROOM -_______ 45 MINUTE FI T D FF 14.0' I I DOOR WITH SEL LOSING o 0 I I -------- HINGES,SJE AABm I rn O WALL LEGEND I EX. Lj STOC? ; O( 2 2X8 `Nr'i ~ --------------, Q L--------------, WALL TO BE REMOVED (2)1-3/4X9-1/4 ML FLUSH BEAM �-' HDR. ` ' (2)2X10 HDR. o: Q - 2'-4" 5'-0" = NV LL EXISTING WALL _ WORK SHOP_ .I X N � I o " N I pp NEW WALL N - ----------__ ® -..__..._.___- FF14.0' N NOTE: ------------ e o , �.. DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL o o I [INT.:2X4=4-1/2",2X6 =6-1/2",EXT.:2X4=4-",2X6 = 6"] ------------ 0 0 KITCHEN ° =N DIMENSIONS OF NEW WALLS ARE FROM STUDS "'------"' is TDO WEVEu 000NNECT O O MECHANICAL OFFICE Lo i' I [EXT./INT.:2X4= 3-1/2",2X6= 5-1/2"] -YWELL(TYP.) � 1 ROOM N rn NJ 9'-101/2» '-0" 5'-7" 12'-71/2" 11 ° I 11 Z I I M O �O I 1 1 `W' 8-3 3. VENTU AX (3)1-3/4X14 ML HEADER " O L � 2-TW2432 (3in Mull) TW3046 CW135 CW135 CW135 "p. W 4'-0" 12'-101/2" 10'-7" 6, 10� 9,-g„ 7'-81 „ O 0 0 3'-21/2' V M 50'-111/2" o J J NEW GRADE:10.1' GRADE:5.0' , ,wf�; V' z 5" DRAWN: MH/MS DRIVEWAY " SCALE: 1/4"=1'0„ 1ST. FLOOR PLANa � srr JOB#: SCALE: 1/4" = 1' April29,2014 SHEET NUMBER: yp A-6 a #`G 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 HALL 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 HYAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS •---------------------------- 1 1 1 1 1 I ©o ©© 1 1 I I 1 EX. BEDROOM No. 1 1 EX. BEDROOM No. 2 1 I _ I J4)1-3/4X14 ML FLUSH BEAM --- X. ---- ---- j4 1-3 4X14 ML FLUSH BEAM ---- ----- -- I 1 I I , N 1 I ICUPOLA U ,n I ABOVE N '4 "' M 1 V I I 1 „►1 M e-1 BATH No. 1 T ;,N II 19 -6 � 2 of CO ---------1 \' x `" ... -------- I —Olp — w .gym 1 m m r ' ------ I i -------- -------- ,`., o � Z 2X6 PLATE o 3: In z 1 X P-00 g 2 „ -------- '' N � _j 31 TYP. �t 1 M - o �- EX. HALLL; "� [_CN LOFT CW135 CW135 CW135 CW135 CW135 CW135 _(FORMER BEDROOM) I ,. I I� (3)2X6 DF#2 HEADER g 1 ; 5 —4 I %0 V1 --__- ; �►� N O BATH No. 2 I N It BILLIARD ROOM •Y♦ • ► I I 1 11�� I��1 /y 1rl _(2)2X8._D.F#J FLUSH BEAM__ LL IIII IIII LL - - I-` Q I111 IIII Q 11' 101/2" 0 6'-51/2" 11'-7" 0111I LL;;;;o N 1b l :N m _ (2)2X10 FLUSH BEAM _ _ 00 �::::�, CATHEDRAL milli 0 i �+ u CEILING wj ,~ " p NIIIIF pIIII a! c1l rl / l I gnn 111 ly c1d � 2X10DF#2C1@ " �nlg p (NON-STORAGE) 01111= ; 30X54 (NON-STORAGE) ` IIIIO w _ PULL DOWN"_j F- X O ; STAIR ; LLo n1 nn I M BEDROOM No. 4 NI; ;IN BEDROOM No. 3 o Z �1 II " O x N �� N (2)2X10 FLUSH BEAMrn ALCOVE ^ (3)2X6 DF#2 HEADER LO I ^ (3)2X6 HDR. (3)2X6 HDR. (3)2X6 HDR. Jul CW135 CW135 CW135 CW135 CW135 CW135 F�-1 I TW3046 (EGRESS) TW3046 (EGRESS)TW3046 I 171/2"TYP. 2X6 PLATE .- 4'-0" 11'-83/4" 11'-83/4" 4'-0" 31'-51/2 18'-0" 5D'-111/2" j WALL LEGEND Q z 2ND. FLOOR PLAN -------------- WALL TO BE REMOVED 1).PLATE HEIGHT AT 7'-9"(MATCH EXISTING). 6).MULLS ARE TO BE PROVIDED WITH 2-2X DF#2 STUD POSTS u Y r 2).NEW EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS 7).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 J O SCALE. 1/4" = 1' EXISTING WALL AT 16"O.C.. AND 2X4 WALLS AT RI 3. 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. 8).INSULATE CEILINGS WITH R21 INSULATION.ALL CATHEDRAL C� W ::) NEW WALL SECTIONS TO BE PROVIDED WITH A 1"AIR SPACE BETWEEN ROOF � > 0 S 4).PROVIDE 3-2X6 DF#2 HEADERS OVER NEW OPENINGS UNLESS SHEATHING AND INSULATION.ALSO PROVIDE 1-1/2"THICK FOAM OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK INSULATION 1'-0"FROM EXTERIOR WALL PLATE INTO HOUSE ON O co PROJECT NORTH NOTE: STUDS ON EACH SIDE OF OPENING. CATHEDRAL ROOF PARTS. O E DIMENSIONS Of EXISTING WALLS ARE FROM FINISHED WALL V 1 [INT.:2X4=4-1/2",2X6= 6-1/2",EXT.:2X4=4-",2X6 =6"] 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES 9).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK. N WHERE APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH BATHS TO HAVE MOISTURE-RESISTANT SHEETROCK. DIMENSIONS OF NEW WALLS ARE FROM STUDS FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. r EXT. INT.:2X4 3-1/2",2X6 5-1/2"] { [ / = = k Y "r 10).INSTALL SMOKE AND CO DETECTORS THROUGHOUT PER CODE. �. DRAWN: MH/MS t t ll, SCALE: 1/4" X JOB#: " April 29,2014 C SHEET NUMBER: A-7 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 OF CONTINUATION OF WORK ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS GENERAL: DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE A SIGNIFICANT RISK FOR BASEMENT SEEPAGE OR FLOODING.CAUSE SURFICIAL FLOODING OF GROUNDWATER,OR INTERFERE WITH THE OPERATION OF SUBSURFACE TOTAL ROOF AREA: 2105.4 SQ.FT. SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES. DRY WELLS MUST BE LOCATED AND CONFIGURED WHERE THEIR CONSTRUCTION WILL NOT COMPACT THE SOILS BELOW THE DRY WELL.FINALLY,A DRY WELL AT 100%RUNOFF 12 SHOULD BE PROTECTED BY EASEMENT,DEED RESTRICTION,ORDINANCE,OR OTHER 351.6 CU. FT. 13 314� LEGAL MEASURES THAT PREVENT ITS NEGLECT,ADVERSE ALTERATION,AND REMOVAL. 2"RAIN/HR.: �/- THE BOTTOM OF THE DRY WELL MUST BE AT LEAST 2 FEET ABOVE SEASONAL HIGH WATER TABLE OR BEDROCK AND BE AS LEVEL AS POSSIBLE TO UNIFORMLY 2 �X8 DISTRIBUTE RUNOFF INFILTRATION OVER SUBGRADE SOILS. DRYWELLS TO PROVIDE: ( )8'dia.,5'dee P zc 12 a� 16�< V CONSTRUCTION: 4 p FOR DRY WELLS,PROTECTION OF THE SUBGRADE SOILS FROM COMPACTION BY DRYWELL CAPACITY 422 CU.FT. +/- y! ,� CONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL. (211 CU.FT.EA.) X PRIOR TO ITS CONSTRUCTION,THE AREA TO BE USED FOR THE DRY WELL SHOULD BE Cb CORDONED OFF TO PREVENT CONSTRUCTION EQUIPMENT AND STOCKPILED MATERIALS N N} FROM COMPACTING THE SUBGRADE SOILS.DURING DRY WELL CONSTRUCTION, e PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTH SUBGRADE SOIL COMPACTION °o 00 AND SEDIMENT CONTAMINATION.ALL EXCAVATION SHOULD BE PERFORMED WITH THE O LIGHTEST PRACTICAL EXCAVATION EQUIPMENT.ALL EXCAVATION EQUIPMENT SHOULD BE PLACED OUTSIDE THE LIMITS OF THE DRY WELL. TO HELP PREVENT SUBGRADE SOIL CONTAMINATION AND CLOGGING BY SEDIMENT, , DRY WELL CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION AREAS THAT MAY TEMPORARILY OR PERMANENTLY DRAIN TO THE DRY WELL ARE STABILIZED.THIS --- -- ---_ - --_ __- _ --- _-_-- -_-_- ---_-_-_- _-_-_--_ _-_-- _- DELAYED CONSTRUCTION EMPHASIS THE NEED,AS DESCRIBED ABOVE,TO CORDON I " --- ---- --- ---- -'-"' "--- "--- --i ' --- -- - 4 E �--_ - - �x OFF THE DRY WELL AREA(S)TO PREVENT COMPACTION BY CONSTRUCTION EQUIPMENT I kQ 1 I AND MATERIAL STORAGE DURING OTHER SITE CONSTRUCTION ACTIVITIES.SIMILARLY, I i 1 USE OF THE DRY WELL AS A SEDIMENT BASIN IS STRONGLY DISCOURAGED.WHERE UNAVOIDABLE,EXCAVATION FOR THE SEDIMENT BASIN SHOULD BE A MINIMUM OF 2 FEET ABOVE THE FINAL DESIGN ELEVATION OF THE DRY WELL BOTTOM. / i I i -------- ACCUMULATED SEDIMENT CAN THEN BE REMOVED WITHOUT DISTURBING THE N SUBGRADE SOILS AT THE DRY WELL BOTTOM,WHICH SHOULD BE ESTABLISHED ONLY ' AFTER CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE ARE IS COMPLETED AND DRAINAGE AREA STABILIZED. U ...� IF DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL ITS DRAINAGE AREA IS m m STABILIZED,DIVERSION PIPING OR OTHER SUITABLE MEASURES SHOULD BE .N a INSTALLED DURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL RUNOFF AND `L �, SEDIMENT AWAY FROM THE DRY WELL.THESE DIVERSION MEASURES SHOULD NOT � 9' I " 1 BE REMOVED UNTIL ALL CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE AREA `'z k I p 1 I i , 11 IS COMPLETED AND THE DRAINAGE AREA STABILIZED. U pUj W y00 r, I STONE FILL AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING PLATE ;'-' ,� e-1 1 i i (2 -1/2 ;UND CUP LA ' COMPACTORS.A MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES IS RECOMMENDED. ,y" C145 C145 C145 / PRETREATMENT: AS WITH ALL OTHER BEST MANAGEMENT PRACTICES,PRETREATMENT CAN EXTEND THE U , 'Y �® DRY WELLS TO BE 10 MIN. FUNCTIONAL LIFE OF A DRY WELL.WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF CY in RUNOFF POLLUTION,ROOFS CAN NEVERTHELESS BE THE SOURCE OF PARTICULATES AND AWAY FROM HOUSE I i I J2 I I 10 1 ' ORGANIC MATTER AND,DURING SITE CONSTRUCTION,SEDIMENT AND DEBRIS. el, N PIT BEAM O CH FTERS I THEREFORE,ROOF GUTTER GUARDS AND/OR SUMPS OR TRAPS(EQUIPPED WITH _ _ ____ ___ ___ _.___ - a ____.'�jA_2X6 RR-'�.1,.--- ¢ n EAT �V/1/2" LYW�C�D O CLEAN-OUTS)IN CONDUITS TO A DRY WELL SHOULD BE INCLUDED WHEREVER fy �6''QC OTH yES O CUPOLA TO SE URE PRACTICAL TO MINIMIZE THE AMOUNT OF SEDIMENT AND OTHER PARTICULATES o 0% o G V 1 1 @ i I lJ I THAT CAN ENTER THE DRY WELL O a I I i CC I I I I 12 � -- ' O :(2)2X6 HDR. -- --- --- -'- ---.. ____ ______.__ _ J , ;(TYPICAL) 6 i ¢ J INSTALL ROOF AND SOFFIT i __ �Q. 2X4 b r2 VENTS THROUGHOUT CTYPICAL) @16110C J�f N�- 1 N _ _______________-- do ——_.—_ _____——-____ 4. ......-....._ r _ /2X8RR0I6 i i I 17------ oc A21 A1; A21 `_-- ------ __, (2)9-1/2MLUNDERCUPOLA; ' 4X4 POST ' , ?k i (TYPICAL): + 8 W ____. .__ , i ---- t'+ " _ ____________________.-——--__ ___—__--———___ ���< RE-BUILD EX.ROOF ��1ti I I ; 1 ^ a i 2X12 VALLEY PLAtE CC t t2X10 RIDGE 1 + O CJ i i ' ' Qv ` i ; I I 0c Zo ` i I i , w , i , I i ---- -- - ---------------------------- _p 'r�:)4 — m 1 (2)1-3/4X11-7/8 ML RIDGE M-1 _ I 12 • � � 6 �� , I th I I I I � i , , , 12 / (2)2X8 DF#2 RR(Da (ALT.2X10 @16"OC.ADJUST AT SOFFIT TO MATCH) i i t I I I I t i 1 1 i i I __ _.____________________________________________.—— —...... 11 1 U w __________________ _______________________—_________—_____—_____—.a.__. 0 LLI Z QIj J OGEE GUTTER-STANDARD 5" O NOTES: /�l 1).EXECUTION: 'I'"1 LLI A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. ct O 2).PREPARATION: A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. 1).NEW SOFFIT HEIGHTS TO MATCH EXISTING.ADJUST OVERHANGS AS 7).ICE&WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS lc� O B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR NEEDED.VERIFY IN FIELD. WITH ROOF AND SIDE WALLS(TYPICAL). V O ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. ROOF ^C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR �rJ �METALS WITH PROTECTIVE BACKING PAINT. 2).INSTALL NEW 2X6 DF#2 COLIARTIES AT 48"O.C.UNLESS OTHERWISE 8).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING NOTED. MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. 3.INSTALLATION: �` L� _ UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. SCALE: 1/4 - 1 3 ALL PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA.GALVINIZED WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS *' 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. )• `4' 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. $ LAG SCREWS WITH WASHERS AT EACH RAFTER. COMPLETE. & a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ,� "� "w'� ;;�a i 1 ACCESSORIES. FY` `T A�� w B).ALUMINUM:RIVET AND CAULK WITH A BUM SEALANT SLIP JOINT E PROJECT NORTH 4).APPLY 1/2"THICK FIR CDX SHEA-HING OVER ROOF FRAME. 9).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. 4' 9 CONNECTORS. USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT jr_ 4 A , 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL d„w "" `r- DRAWN: MH/MS CONNECTION WATERTIGHT. 5).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. 4 ;+ 7,h tJy;ryn N DIRECTLY TO THE DECK ALONG EAVES. USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT �w'..,. x A" SCALE: 4).PROTECTION: CUTTING INTO SHINGLE SURFACE. �, t JOB#y�y LSe�CR F,c+�rYM : A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. 6).USE 15#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ B.TOUCH-UP REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL 014 ) 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. COMPLETION. S April 2 iti. �•- ,� .•F� SHEET NUMBER: A-8 PAINTER TO PRIME AND PANT ALL DOOR R 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 HVAG PRIOR TO INSULATING AND SHEI=TROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS (2)1-3/4X11-7/8 ML RIDGE INSTALL ROOF AND SOFFIT 8'—Q" VENTS THROUGHOUT(TYPICAL) L 16R0 DBL.2X COLLAR TIES ' ' 12 A as „ p �,��� THRU-BOLT EACH SIDE „ I OF RRs AND COLLAR TIES II SI o o '�70�7oo O Cr) FLOOR PLAN SCALE: 1/4" = 1'-0" ..r �. .......................,r.,:x�...�.._.........._...., X6 PLATE 3/4"SUBFLOOR 2X8 RR f,fl-I °RPM/ ti @16'OC 6� ATCH 1NISHED m M --- - DBL 1-3/4X11-7/8 ML F1 @16'OC 2X6 CJ 16"OC FLO R'(VIF) U a M m (3)2X10 2'X2'X4"CEDAR GIRDER WOOD BRACKET i i U c0 z u') (j) t 1 U O r v 12"dia.FC, �- ' ' COLUMN U n I I 1 1 � FRONT ELEVATION ; 6X6ACQ arm SCALE: 1/4" = 1'-011 Porn 3/4"SUB FLOOR — EL.14.0 5/4"DECKING — - 2X8 ACQ DJ @16"OC `� •- 2X10 DF#2 FJ @12"OC BREAKAWAY WALL PILING AND GIRDER AS I_ (SEE DETAILS) -; DESIGNED BY OTHER 0 ►—� ` � Q rDESIGNED GIRDER AS PILING AND GIRDER AS BY OTHER DESIGNED BY OTHER -• EL.7.0 w RETAINING WALL - - - - - - - - - - =� �--, - - - - - - x F� SIDE ELEVATION- SCALE: EL.5.0 I I I Q O � 1/4St 1= 1 -0 if WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL SECTION A-A CA o AS PER TABLE 1609.1.4,N.Y.S.RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) SCALE: 1/4" = 1 Z w Q WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.FANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL r� CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UFGRADES WHERE APPLICABLE. n O� 5/4X6 CEDAR ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. CAP - HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. I--I U IX3 CEDAR j'a" }� TRIM 24^OC 4 4' I I t 4X4 ACQ POST a^ j} t / ® \ ® ( ®, .t ® {? t '1 +I 1 fJ / 1 , 1 / ...... ! ,' l � i �• ! �t� is � i a" I a^ : 2X4 HOR. BRACING + 'a 6'-0,t f I I I 1 1X6TG&VJ ii CEDAR SDG. #10 STAINLESS STEEL 0RGAL D ( I t I 1 r ( (t r BENCH WOOD SCREWSW/ ERS lro.c. 12 2X4 12 WASH O.C. z"aIX4 CEDAR O� W Im 1 6" � @16"OC I - ti , l I I I I I ( I ( I I ` 5 4X NG SHEATHING (I J 2X4 ACQ 16"oC i t I }, l , I CO f- IIIIIIHI,[_4 Cp THING �...� :., gml �II:II (AL7ERNATNID7/16^O.S.B.) } ct W O I k 1 I � I f` I 0 COMPACTED STONE BASE 4 {� I/2^APA RATED SHEATHING U) t I }! € I (ALTERNATIVIVE:7/16"O.S.B.) co (DRAINAGE AS REQ.BY CODE) ro I I l I ( j € I (( 1 ( I ® I i +r !I GRADE PLYWOOD 'a Ya . 3'-0t, fi V V 20 DFX2 ( ( € i ! I ' / ' I ( "(' .I, #70 STAINLESS STEEL �a 8"DIA STUDS U ( ' .I OR GALVANIZED 1 j ) ' t WOOD SCRLWS W/ I CONC. f! C ( \ f I'� �' 1 1 ( (� I s WASHERS @ 12"O.C. l WINDOWSILL <p,•� PIER o..a f ` ': I if r. TYPICAL WINDOW OPENIN ►70STAINLESSSTEEL - X '- PENING I I I )) I I( (LESS THAN 4'0 8 O" L 0 4 ' OR GALVANIZED �i 1 � 13 i y�� �� WOOD SCREWS I I ; W/ I I I II 1 WASHERS @ 12"O.C. t.��u!`� �, �'`'":�,r,., DRAWN: MH/MS 1 Ali, SCALE: 1/4"=1'-0" CROSS SECTION MULTIPLE PLYWOOD ASSEMBLIES TYPICAL DOOR OPENING .%' y �+$ JOB#: SCALE: 1/2" — 1'-0" TOGETHER WITHROTS W/WASEEDL 4r yr P (LESS THAN 4'-OX8'0"OPENING) ,, OR GALVINIZED BOLTS W/WASHERS I� Aril 29,2014 AND NUTS @ 2'-T O.C. ;af,_,titn SHEET NUMBER: TYPICAL MULTIPLE OPENINGS ' `}` K (MORE THAN 4'-OX8'-O"OPENING) $ l .9 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. CONTRACTCR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 'K, d"FITMENT 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 SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS REScheck Software Version 4.5.0 Compliance Certificate Project OC 120 � Energy Code: 2010 New Turk Energy Ctxtsetvation b�� Location: Suffolk County.flew York - CanntructsanType: single-family 2X6 C1 16"OC PregectTYpc Addition Camate Zone: 4 Permit Oats Permit Number. Consvuction Site: Owner/Agent: De^sigrreriContractar- SCHAFER Mark Schwartz Architect INSTALL ROOF AND SOFFIT VENTS THROUGHOUT OYPICAL) r'+ 1030W=LAKEDRIVE P.O.Box933 ---------- N SOUTROLD,NY Cutchogue,NY 11535 £31-73a ales 1-3/4X11-7/8 ML RIDGE �;netoet _ (2)9-1/2 ,.' ``• U LI) e= (D ML I CUT OUT EX.ROOF + m FOR NEW CUPOLA (2)9 1/2 •� 1 Cq rn raiUn_e: 14_i'!b aeatar T9s�a coda Maylenur i Uk IS2 Yv ff Lta: 265 - U tM�sr<eor..w.",a,rh.,wd;.a..dcx��ha.die m .�.�•.tn„�m t,...e�.�dr 4.ee-�I► ML a noesaarprmridr.a...w.�nf. .rov�.tmrc�t.+.e».�.m .. (2)2X8 DF#2 RR @ 16"OC U li, ,r � Envelope ,�iSSeT11bliC'S U ALT.:2X10 @16"OC � I- � � �� �� 4X4to 4X4 F RR G POST SISTER 2X8 JOISTS W/ POST " .r 3/4 SUBFLOOR €Soar 1:All-Wood jaistlTruss-Over Ur+cond"etior.ed Space 575 30.0� 0.0 0.033 15 AT CUPOLA AREA � Wall 1:YPocr1 Franc,16-a.c. a12 19.0 O.0 O.OGO 23 - EXISTING CJ — - - — window 1:Metal Frame with Break::Double Pane with Low-E 33 0.320 11 2X10 DF#2 CJ @ 16"OC CUT BACK EXISTING Wall 2:WoM Frame 16'o c. 770 19.0 0.0 0.050 37 SOFFIT AS REQUIRED Window 2:.Wood Frame:Dolk Pane v04,Lcm-E 101 0.300 30 99 Vrw,,daw 3:Wood Frarne:Dmkle Pane with Law-E 57 0.320 is OA 7 150 O 0 315 21.0 . . Ceiling l:Flat Ceiling orSc�sarTncs z Ceiring 2:Cathedral Ceiling 255 21.0 0.0 0.048 12 1 LU x C�nglance Statement The proposed building design described I'env is consistent with the bu ing glans,specifications,end other calcralat ans subma ited voith tic permit application.The proposed building has been designed to nneet the 2010 New York Energy SOLID ~ Conservation Construction Code rea remrints in REScheck Version 4.5.0 and to comply with the mandatary nequi entz listed in BLOCKIN EXISTING v t1'e RxScheck Inspection Checkfixt- 2X10 RIDGE time-I Ide agnoture Date W 2X6 RR r--� @16"OCJ 2XA EXISTING 3/4"SUBFLOOR J 16"OC 2X10 DF#2 FJ @16"OC — _ _ — EXISTING (3)2X10 GIRDER Project Title: Report date: 1210St13 Data filename:C:ltlser5lmraftir StarmiDscumen*sRESctheelCHr FFE1i.rck Page 1 of 1 z 12"dia.FG ' ' x COLUMN i i "' EXISTING v C Z 6X6 ACQ U POST Q Q W EXISTING U 1 13/4"SUBFLOO — _ _ — EL.14.0' 4"DE KIN ' 2X8 ACQ DJ @16"OC 2X10 DF#2 F1 @16"OC BREAKAWAY WALL (SEE DETAILS) BREAKAWAY WALL (SEE DETAILS) PILING AND GIRDER AS PILING AND GIRDER AS PILING AND GIRDER AS DESIGNED BY OTHER (SEPTIC) RETAINING WALL DESIGNED BY OTHER DESIGNED BY OTHER EL.10.5' i .; :.......... .......=--" if.il ��I'; -.`lilt PILING AND GIRDER AS W: ......;!!! DESIGNED BY OTHER ...........I �- - I � f " ,:,Lill I ' !'I_I EL. - - - - - - - - - - - - - - - - - - - - - - - - - - - - ;�L W I I I I Z H O � SECTION B-B WZ) 3: o SCALE: 1/4" 0 .a"�� .K ail• ,j f�. ( DRAWN: MH/MS }F , SCALE: 1/4"=1'-0" 4 ,. . L•� ?! JOB#: April 29,2014 SHEET NUMBER: A- 10 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES NCIES 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 GR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEET ROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNER REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION 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. KING STUDS END RAFTER WALL STUD WALL CRIPPLE STUD BOTTOM PLATE RIDGE ,�,,QQ LEDGER BATHTUB G J°o o°� HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBERI DESCRIPTION APPLICATION LOCATION JUSP NUMBERI DESCRIPTION APPLICeTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR p HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 JOISTS. UNDER WALL. r+ 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER ( ) ti THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER RAFTER LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE N APPLY TO EACH / BLOCKING 024'OC Q� WALL STUD U THROUGH-ROOF EXHAUST ��+\ I� " � VENTS SELECTED AND � LOCATED BY CONTRACTOR LMETAL STRAP S U Z CRICKET AT TOP-SIDE OF U RIM BOARD CHIMNEY AS REQUIRED O o RAFTER SILL PLATE(S) , Y WALL SHEATHING RAFTERS MAINTAIN ` VENTILATION ^ SIDEWALL FLASHING WOOD JOIST U H m FOUNDATION TOP PLATE BLOCKING 2x4 LEDGER BLOCKING ' - -,� •'� � FINISH WALL AND MOISTURE K STAPPING TO BE ATTACHED TO WALL STUDS 048"OC BARRIER TO LAP FLASHING i 2x4 SOFFIT JOIST AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER i THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. �i SHALL BE COVERED WITH CORROSION- CON TIN SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS r RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT/ EXT. PLYWOOD ON ALL OPENINGS i PROVIDE HEMMED EDGE AT OPENINGS OF Va INCH IN DIMENSION. FLASHING TO FORM CHANNEL INSTALL 4'0" O.C. AND SO AS TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x3O" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS / ��• ACTION 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 ROOF VENTILATION / 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. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL 1z-1 ON ALL OPENINGS �� KEEP ROOFING NAILS OUT O OF FLASHING 2ND. FLOOR WALL / i� ROOFING LAPS BASE FLASHING 4 INCHES RAFTER h- BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME W \/ EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING � W SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT Q WOOD JOIST TOP PLATE GIRDER/iEADER F�� U SIDE WALL FLASHING 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD (� FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES AS TO FORM D D PROVIDE HEMMED EDGES SO RAFTERS Z C/1 RAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION O 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICAION PRE-MANUFACTURED KEEP SHEATHING MIN. 2"1-1 �H O ON ALL OPENINGS .:.,dJNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH U RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1 2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1 4"x48" 16 a. STRAP AND JACK STUDS CONFORM TO SLOPE / 1r-11 / 9 CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO ENCH STUD FBI DBL. SILL PLATE TERMITE SHIELD I SILL GASKET j WOOD OR J WOOD JOISTS � 1 CONC. SLAB NEOPRENE GASKET ,• i I 2x6 /2x8 CONTINUOUS WOOD PLATE TYP. CONC. FOUNDATION ADAMPPROOF EXTERIOR 6 MIL. POLY • V ? GRANULAR FILL 1 BOLTED TO STEEL BEAM WITH EMIL POLY ON EXTERIOR N' `` 1 1 • y STEEL COLUMN 1 ' ' 1 1/2 " DIA. BOLTS 048" o.c. STAG. A n 1 e • ` V a ` CONC. SLAB • I • p �•s ` i ROOF JACK � • STEEL BEAM a s ^ N v ANCHOR BOLT EMBEDMENT: // I I • • ( C POURED CONCRETE: 7" 4" x 1/4" x 8" STEEL COMPACT FILL i BLOCK WALL: 15" � V � f � e � ROOFING LAPS • TOP AND BOTTOM PLATE !� w KEYWAY FOOTING V ' • C • S C FLASHING AT WITH 1/2" x 6" ANCHOR BOLT �/� o L1.A • • vJ s � CONC. FTC. •p Q•p C s• � • • ;O ANCHOR BOLT CONNECTION USE WITH 3z3 SQUARE WASHERS SIDES AND TOP , 1/2" GROUT T • „ (USP LBPS58 OR BP583) � � �-• REINFORCING BAR 3" STEEL COLUMN � FOUNDATION 5/8" DIA. ANCHOR BOLT I ' I O DRAIN TILE i V ANCHOR BOLT CONNECTION Z SUPPORTING MAXIMJM SPACING FLASHING LAPS � � ( 10 KIPS ) u W SILL PLATE TO FOUNDATION ROOFING AT BOTTOM ! Iry,i' Y CRAWL SPACE OR FOUNDATION 1 STORY 72" OC Q J TYPICAL BEAM DETAIL � O TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC ^, WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION) STEEL BOTTOM BEARING WALL BOTTOM PLATE TO FOUNDATION w SLAB-ON-GRADE 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL CDO SUBFLOOR M CONC. SLAB DOOR FRAME 6X6 10/10 WWM r COMPACT FILL I DOOR GE JOIST USE 2X8 STEEL BEAM FOR BLOCKOUT 4" SLAB •� W/ 6X6 WMM \ SLOPE Tic. • P.T. PLATE 4 "DRIVEWAY NOTCH JOIST AND ADJUST; Ci6 'sg�•. ' 1/2" AIR ACE �. 1 • n 7 1 2"• (WITH A NAILING PLATE o-, 4,' AT END AND d. " • • •' • TO BE APROX. 1/2" OR v ES OF WOOD ,4 '0 •• . •• •. o••y t � • STEEL BEAM TO ALLOW FC}it*"„ GE AD • G '-_Q----�-_-- • , �•.y = BEAMS A O e o O •, • •• (PROVIDE STRAPPING TO K 1�F •ALIGN .O ,�(.� 6X6 W.W.M. •— d • d —d— i •O —il • C �• • •. �,J, RY 4�x�11� �, n • DRAWN: MH/MS 12" a i0 ee O Q d c1 • , . ° s c �, 1 MIN. >; a '� A'� A'A NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM • s_ • t t. ��� � � SCALE: 1/4"=1'-O° Q a REINFORCING BAR = . s s•s • ° I I—I I 4 '% yl r, ' • NOTCH EQUALS 1/4 DEPTH OF BEAM 1 O e • e apt+•: . A O A REINFORCING BAR . O.• e ' *>, ;• JOB#; DRAIN TILE �� �� • C 1. O e O s — >L ^'•°a,. •-'sr" ' 12" s : SHEET METAL / 30$ FELT UNDER BEAM AT POINT � � • • � BEAM �*I ;h April29,2014 OF CONTACT WITH CONCRETE OR CONC. BLOCK ; e�, 3•' 0r "SEAM) SHEET NUMBER: TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. . °. SHIMS TO LEVEL BEAM sIr� � ��_ 1 apt REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. �. � N# E 3" MINIMUM BEARING SURFACE FOR WCOD BEAM GARAGE DOOR BLOCKOUT * 'r BEAM POCKET 1 . A- 11 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;HALL 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(ONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING 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 MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4"MAX. 1 1 KING STUDS ICI" 4"DIA.MAXIMUM RAFTER CRIPPLE STUD CLIMATIC&GEOGRAPHIC DESIGN CRITERIA LEDGER GROUN WIND SEISMIC FROST IWINTERICESHIELD FLOOD SNOW SPEED DESIGN EATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMEN HAZARDS ° RIDGE HEADER LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED ©o 00 MODERATE SLIGHT TO O 45 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE z RAFTER JACK STUDS ZD m RAFTER-TO-LEDGER CONNECTION LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS 16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION DECK AND COVERED PORCH NOTES: RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION JUSP NUMBER DESCRIPTION APPLICATION ).Unless otherwise noted,all framing material to be 81 ACQ pressure treated lumber. o LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGE ALL OPENINGS LSTA12 1-1/4"xl2"20ga.STRAP APPLY TO EACH JACK STUD II fasteners,hangers and anchors to be galvinized or stainless steel. STAIR RAILING N ROOF I LSTA24 1-1/4"x24"20ga.STRAP I APPLY OVER RIDGE TO EACH RAFTER1 2X10 LS210 118ga.SLOPE HANGER APPLY TO EACH RAFTER/1 EDGER ALLOPENINGSIRT30RRT71 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD ).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts m Girders on concrete piers shall be anchored with proper steel connectors anchored n 1-1/2"SPACE into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. \ a m M N MINIMUM 3).Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete a M footing.Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall Ci ~ RAFTER be 3 ft.below grade. HANDRAILS S U 2 RAFTER 4).Deck joists to have blocking at 8'0 o.c.. rQ Oo T�11 ).Flashing shall be installed between the building and ledger.Lapping up the sheathing and over the ledger.Ledger to be fastened to building with 1/2"dia.bolts with washers �' n POST and nuts at 16"o.c. U � M TOP PLATE 6).Concrete piers shall be a minimum 6"above grade. TOP PLATE c BALUSTERS ).All joists to be supported with hangers and anchors.Each Joist shall also be anchored RIM/DECK JOIST to girder(s). �y WALL STUD ° OPEN BALUSTER ATTACHED TO WALL WALL SPUD ° ).Covered Roofs shall be assembled and anchored the same manner as a typical building. b" 9).Use simpson hangers and anchors with Z-MAX tripple protective coating or equal HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION or any contact with ACQ. ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH RAFTER/PIAT RT15 TYDOWN ANCHOR NAILING SCHEDULE SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR EACH RAFTER CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD ROOF SHEATHING: EACH RAFTER NAIL NAIL JOINT DESCRIPTION Q.n SPACING NOTES O STRUCTURAL PANEL gd AS PER TABLE 3.8 M--I WFCM-SBC 4"MAX. cn 4"DIA.MAXIMUM GIRDER/HEADER W GIRDER/HEADER ROOF FRAMING: � W JOINT DESCRIPTION NI NAIL QTY SPACING NOTES Q JOIST POST/COLUMN c° ° RAFTER TO 8'WALL:3-8d COMMONEACH ^ TOP PLATE 10'WALL:4-8d COMMO TOE-NAIL RAFTER F-•� _0 „° � POST/COLUMN CEILING JOIST 8'WALL:3-8d COMMONEACH h--1 F- LJ TOP PLATE 10'WALL:4-8d COMMO JOIST TOE-NAIL Z U CEILING JOIST TO AS PER TABLE 3.7 EACH FACE GIRDER/HEADER 0 PARALLEL RAFTER WFCM-SBC LAP NAIL a/ CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE [� POST-TO-GIRDER/HEADER CONNECTION OVER PARTITION WFCM-SBC LAP NAIL Z V1 COLLAR TIE AS PER TABLE 3.4 EACH FACE O Z LOCATION USP NUMBER DESCRIPTION APPLICATION TO RAFTER WFCM_SBC END NAIL M-••� 0 SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO F';CH COLUMN BLOCKING EACH TOE U DECK/PORCH RAILING 2_8d COMMON 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION TO RAFTER END NAIL LOCATION USP NUMBER DESCRIPTION APPLICATION HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN RIM BOARD EACH END JOIST TO GIRDER/HEADER RTIO TYDOWN ANCHOR CONNECT TO EACH JOIST USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS TO RAFTER 2 16d COMMON END NAIL I--I o STU WALL FRAMING: BEARING PLATE GIRDER JOINT DESCRIPTION NAIL NAIL NOTES � QTY. SPACING ° TOP PLATE TO 2_16d COMMO PER FACE NAIL TOP PLATE FOOT ° WOOD JOIST TOP PLATES AT JOINTS FACE •' INTERSECTIONS 4-16d COMMO EA.SIDE NAIL STUD 24" FACE LEDGER O STUD CONCRETE PIE O.C. NAIL GIRDER/HEADER �� •• 2-16d COMMO WOOD JOIST ° R ••,s•• HEADER TO 16d COMMON 16"O.C. FACE W WOOD JOIST HEADER ALONG EDGES NAIL U] �•• TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END PLATE TO STUD 3-16d COMMO PER 2x6 STUD NAIL O Q BOTTOM PLATE TO: DOUBLE 2x PER �J J Z FLUSH JOISTS WITH HEADER/GIRDER FLOOR JOIST,BAND JOIST, 2-16d COMMO � FACE NAIL CEILING JOIST TO BLDG,CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH (MINIMUM) END JOIST OR BLOCKING FOOT Y 0 FOR HEADER HEADER/GIRDER-TO-POST CONNECTION Q J OR BEAM or LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS 16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. J @ IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS j� LOCATION USP NUMBER DESCRIPTION APPLICATION 0 TO ALLOW FOR SHRINKAGE. ROD )j (2)BEAMS PAU44OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE U) f :REQUIRED FOR STU (3)BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE W DECK FRAMING: a3 0 FLASHING TUCKED UNDER jl NAIL NAIL (n TOP PIECE OF SIDING AND JOINT DESCRIPTION QTY. SPACING NOTES '� Q LAPPED OVER FIRST CONTIN. JOIST TO: PER TOE U 0 THREADED ROD 4-8d COMMO PIECE OF SIDING BELOW SILL,TOP PLATE OR GIRDER JOIST NAIL T/� e— CNW COUPLER NUT BRIDGING 2_8d COMMO EACH TOE 1/2"DIA.LAG BOLTS W/WASHERS TO JOIST END NAIL CONNECTED TO BLDG.@16"OC POST BLOCKING EACH TOE MINIMUM TO JOIST 2-8d COMMON END NAIL WOOD JOIST END DISTANCE BLOCKING TO: 3-16d COMMOP I EACH TOE BLOCKING SILL OR TOP PLATE BLOCK NAIL A . FLOOR FRAMING ° s TO BEAM JOIST.:,'„S�VAIk •'sue• - MINIM M s � LEDGER STRIP EACH ,'+F 2x JOISTS o 'e e ENa NICE • • •''• 12"x12"x12" O JOIST ON LEDGER a � , r BLOCKING FOR WOOD GIRDER 'r.., .4'• CONCRETE FOOTING `,`• •+i• TO BEAM 3-Bd COMMOt ° It?d 1 +� ,a* DRAWN: MH/MS JOIST HANGER , ,. ° BAND JOIST -' - "'END �d°' 'rU`c'.tn "- ' " LAG BOLTS p > TO JOIST 3-16d COMMO ") k b- SCALE: I/4 I-� RIM JOIST/BD. > HOLLOW COLUMN UPLIFT SILL ND JOIST TO:TOP PLATE w7 �F JOB#: 2-16d COMM n ' SIMPSON STRONG TIE MODEL STRRI/2 - -,"` ♦ April 29,2014 �• SPLICED JOISTS OVER HEADER/GIRDER INSTALL AS PER MANUFACTURE'S RECOMENDATIONS DECK POST FTG.CONNECTION a t L� QA .� p Jfi•B LOCATION USP NUMBER DESCRIPTION APPLICATION rwL SHEET NUMBER: PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND USE WITH RT10 TYDOWN ANCHORS 4X4 POST I PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING DECUPORCH LEDGER CONNECTION 6X6 POST I PAU66 OR WE66 IPOST/BEAM ANCHOR APPLY TO EACH FOOTING A- 12 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!HALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILI�JINtr'!s'JEPART fNSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT 108 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 SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING JOINT DESCRIPTION NOTES BUILDING USE When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT (SEE PLANS) 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL SQ. FT.OF CONSTRUCTION (SEE PLANS) intent and framing details.They are intended as a construction aid,not a substitute Lateral framingand shear wall connections for rafter,ceiling or truss to to late shall be in CEILING JOIST 8'WALL:3-8d COMMON EACH g P P TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST g y p g g p P PRESCRIPTIVE AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE AND State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA 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 2006 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES �© o©O 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: 0 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 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 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) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ROOMS(OTHER THAN 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 � responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS ANY DIRECTION 200 N 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 QTY. SPACING EXPOSURE CATAGORY (DESIGNED FOR CAT.C) specific use expressed or implied in the use of these plans- spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-16d COMMON PER FACE NAIL U Ln anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION N .J M 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE DETAIL PAGE&GENERAL NOTE PAGE '� ROOF-FOUNDATION M ` INTERSECTIONS 4-16d COMMON EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE x 4 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE Uqzj Z or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE O.C. NAIL Sym.: O ono d attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16d COMMON 16"O.C. FACE SMOKE&CO2 DETECTORS) SEE FLOOR PLANS a such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL .� in table 3.15a-b. TOP OR BOTTOM 2-16d COMMONPER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION U 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL i ENERGY CALCULATIONS RESCHECK 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMONPER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA a length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 END JOIST OR BLOCKING 1).The General Contractor and Mason to review plans,elevations,details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s)above typical grade. 7),INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES QT(. SPACING MODERATE SLIGHT TO 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE 2.4.4.2 and 2.2.4 respectively. 4_gd COMMON 20 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 YES 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 Z Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES bee installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 2-8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 0 H 5).Unless otherwise noted,all slabs on grade to be 2500 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 E-1 g P• TO JOIST END NAIL C° C° 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 to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3-16d COMMONEACH TOE INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. ( ) " anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD 6 maximum lifts(layers). P P g W 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP 3-16d COMMON EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 18d COMMON @ 4"O.C1 8d COMMON @ 4"O.C. SEE NOTES:13 w [� � Q 8x16 cast iron foundation vent for every 150 sq.ft.of area. attached with the above requirements. TO BEAM JOIST NAIL JOIST ON LEDGER PER TOE NOTES ,. Z DECK AND COVERED PORCH NOTES: TO BEAM 3-BdCOMMON JOIST NAIL Z 7).Dampproof exterior of foundation with bituminous coating as per section R406 of THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END /1 the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-Ihd COMMON 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, U 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be L„ed. SILL OR TOP PLATE 2-16d COMMON FOOT SEE NOTE:1 Girders on concrete piers shall be anchored with proper steel connectors anchored 2).Tabulated 12 inch o.c.nails spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. P g g g For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. Z Z 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 F� Edition Wood FramingConstruction Manual. QTY. SPACING 3).Tabulated 4 inch o.c.nails spacing assumes sheathing to rafte /truss framing members with G>0.49.For 0 Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. P g 8 g � U below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PFR TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. V:FCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: I�-1 Douglas Fir. 4).Deck joists to have blocking at TO o.c.. Q CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES r1 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 I-1 otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION QTY. SPACING SEE NOTES:1,3 (BOTH FIELDS) 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. 4).Unless otherwise noted,all bearing wail headers to be(2)2x10#2+BTR.Doug.Fir. where needed. GYPSUM Sd COOLERS 7" O.C.EDGE NOTE:2 FOR PANEL FIELD Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grad WALLBOARD 10"D.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 e. openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall NOTES openings between 4'1 and 6'0 and 2x6 wall openings between 5'll and 8'9.Provide fire 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored to 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 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 5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS Sd COMMON' WFCM-SBC ) g q anchors where applicable to all connecting joists. PLUMBING NOTES be used. 7/16"OSB 3"O.C.EDGE 6d COMMON 6).Double u floor joists under walls that run parallel to the floor joist and under bathtub. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with LU p J p J PP Y. g g P G>0.49.For framing members with 0.42<G<,the nailspacings shall be reduced to 6 inches o.c. > Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE g (f] � 5d COOLERS on tans. WALLBOARD 10"O.0.FIELD 2 .Verify septic stem 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. P 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o ) fY P Y S ty P PP FLOOR SHEATHING: � � Z other access openings unless otherwise noted(typical). NOTE: W Q 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 provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION 8).Dormers running up roof rafters are to be supported by double rafters on either side P q g P P fY QTY. SPACING Q J where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS Sd COMMO 6"O.C.EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. J O HVAC SYSTEM NOTES _ 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 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. W 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 Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. `V >> O requirements. 3).INSTALL 1 Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. > 0 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF C:) needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. Section R602.8-FIREBLOCKING REQUIRED V MO equipment supplier. Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) T^ T 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing and to form an effective fire barrier between stories,and between a top story and the roof space. V 1 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. 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 1 .In concealed spaces of stud walls and partitions.including furred spaces,at the ceiling and floor � r 44, shear capacities,nailing requirements for structural ) P P l; P g adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installedELECTRICAL NOTES: levels.Concealed horizontal furred s aces shall also be fireblocked at intervals not exceedin 10P members shall be doubled,or alternate connectors, P g � yn,over subfloor as er manufacture's instructions. feet.Batts or blankets of mineral or lass fiber shall be allowed as fireblockin In walls constructedvo °such as shear plates,shall be used to maintain load path. g g• ( 1).All electrical to be installed as per N.Y.S.Residential Construction Code. using parallel rows of studs or staggered studs. �+� s�,, �„'�'• �. 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and s 4« 2).When wall sheathingIs continuous overconnected t• �. ceilings and over furnace to have 5/8"thick type sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. ) •1. members,the tabulated number of nails shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, , , , DRAWN: MH/MS to have regular 1/2"sheetrock.All walls to be taped and finished. ti 7r d,. t b reduced tl 16dil ceilingsd ceilings.o e o - nail per foot. drop an cove :I rib SCALE: I/4"=1'-0" 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 . 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. "�` y �' ' t JOB#: approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces *;rr, torch down type material over. under stairs shall comply with Section R314.8,N.Y.S.Residential Code. ''" f April 29,2014 4y 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 ° ��" •: P P P 3 -r be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. flame and products of combustion. 5).For the frreblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. 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. CONTRACTOF.SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A- 13 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 ORCONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS.