Loading...
HomeMy WebLinkAbout39396-Z �4�SVEfatK�o�y1, Town of Southold 10/28/2015 o t P.O.Box 1179 c€ 53095 Main Rd oy�l �0` Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37865 Date: 10/28/2015 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2420 Indian Neck Ln, Peconic SCTM#: 473889 Sec/Block/Lot: 86.-4-6.6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore Med in this office dated 12/1/2014 pursuant to which Building Permit No. 39396 dated 12/1/2014 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: ONE FAMILY DWELLING INCLUDING REAR DECK WITH ARBOR, COVERED SIDE PORCH, ROOF DECK AND TWO CAR GARAGE AS APPLIED FOR The certificate is issued to Meyer,John of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-12-0024 10-24-2015 ELECTRICAL CERTIFICATE NO. 37685 09-02-2015 PLUMBERS CERTIFICATION DATED 07-17-2015 t xcelsior P &H r vj Aut.4 ' ed gnaturd ;rte '��I o�sUFFOI,�% Town of Southold 10/28/2015 , � P.O.Box 1179 ,a 53095 Main Rd E'.1'-r121 ��o� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37866 Date: 10/28/2015 THIS CERTIFIES that the building ACCESSORY Location of Property: 2420 Indian Neck Ln, Peconic SCTM#: 473889 Sec/Block/Lot: 86.-4-6.6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/1/2014 pursuant to which Building Permit No. 39396 dated 12/1/2014 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: ACCESSORY BARN/WORKSHOP AS APPLIED FOR The certificate is issued to Meyer,John of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37685 09-02-2015 PLUMBERS CERTIFICATION DATED Auth% >ed S' atur yFr i4 TOWN OF SOUTHOLD . BUILDING DEPARTMENT TOWN CLERK'S OFFICE 11, ig ,�1 SOUTHOLD, NY 1.5 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#: 39396 Date: 12/1/2014 Permission is hereby granted to: Meyer, John PO BOX 540 Southold, NY 11971 To: construct a New Single Family Dwelling with attached two car garage, front stoop, side & rear covered porch entries. Also an unheated accessory barn/workshop as applied for; two COs required replaces BP#37658 At premises located at: 2420 Indian Neck Ln, Peconic SCTM # 473889 Sec/Block/Lot# 86.-4-6.6 Pursuant to application dated 12/1/2014 and approved by the Building Inspector. To expire on 6/1/2016. Fees: PERMIT RENEWAL $1,542.00 Total: $1,542.00 �G� -�LCal-----' Building Inspector ti 3J; ` 711 TOWN OF SOUTHOLD o�suFFaci eo,.. �� � BUILDING DEPARTMENT . TOWN CLERK'S OFFICE oy �1' SOUTHOLD, NY �o, 7 � 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#: 37658 Date: 11/29/2012 Permission is hereby granted to: Meyer, John C/O Edward J Bonsignore 3330 Veterans Memorial Hwy Bohemia, NY 11716 To: construct a New Single Family Dwelling with attached two car garage, front stoop, side -. & rear covered porch entries. Also an unheated accessory barn/workshop as applied for; two COs required. At premises located at: 2420 Indian Neck Ln, Peconic SCTM # 473889 Sec/Block/Lot# 86.-4-6.6 Pursuant to application dated 11/5/2012 and approved by the Building Inspector. To expire on 5/31/2014. Fees: , SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,696.00 ALTERATION OF ACCESSORY BUILDINGS $388.00 CO -NEW DWELLING $50.00 CO -ACCESSORY BUILDING $50.00 Total: $3,184.00 / • - --:,--ae.„-=_. , Building Inspector Form No.6 TOWN OF SOUTHOLD. BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A.- For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). . 3. Approval of electrical installation from Board of Fire Underwriters. • 4. •Sw.orn 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. 1/— 30 R-- f Z New Construction: Old or Pre-existing Building: (check one) - Location of Property: ,, House No. Street Hamlet Owner or Owners of Property: �o(f/ll /'�V 2. • • Suffolk County Tax Map No 1000, Section 2 Block . i f Lot (o. (� Subdivision Filed Map. Lot: Permit No.k, ,-r Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: . Planning Board Approval: . 'Request for Temporary Certificate - Final Certificate: (check one) Fee.Submitted: $ 5-0 DI App nt Si nature 'Igor®®� say4,® Town Hall Annex ��' �® !� <;;;) : Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G @ Southold,NY 11971-0959 4® r roger.richert(C�town.southold.ny.us ®U BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: John Meyer Address: 2420 Indian Neck Lane City: Peconic St: New York Zip: 11958 Building Permit#: 37658 Section: 86 Block: 4 Lot. 6.6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MJM Electric Corp License No: 42845-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 300A Heat Duplec Recpt 73 Ceiling Fixtures 28 HID Fixtures Service 3 ph Hot Water GFCI Recpt 20 Wall Fixtures 19 Smoke Detectors Main Panel 2-150 NC Condenser 1 Single Recpt 3 Recessed Fixtures 24 CO Detectors Sub Panel 60A NC Blower 1 Range Recpt Fluorescent Fixture 12 Pumps Transformer Appliances DW Dryer Recpt 20A Emergency Fixtures Time Clocks Disconnect 2-150 Switches 66 Twist Lock Exit Fixtures TVSS Other Equipment: House + Work Shop, 1- Paddle Fan, 4- Exhaust Fans, Gas Hot Water, Geothermal Heat, 13-ARC Fault Circuit Breakers,5-Under Cabinet Lights,1-Yard Light Notes II Inspector Signature: ..A _ ' �•--`- Date: September 2, 2015 1 Electrical 81 Compliance Form.xls • esi-gr Sc.= I 3 I Town Hall,53095 Main Road ; C + Fax(631)765-9502 P.O..Box 1179 '` O/ 4L, TuICPlionc(631)765-Zii02 Southold,New York 11977,-0959 'r BUILDING DEFAR-NEN'I' [ OCT 2 7 2015 TOWN OF SOUTHOLD BLDG.DEPT TOWN OF SOUTHOLD CERTIFICATION Date: —‘ k 5 Building Permit No. pD,`-‘, 5 I c604 Owner: J O�n v�, � • Ke--1/41-e< (Please prin --j Plumber: S 0 OC y (`, Zc�-� * ' (fie (Please print) I certify that'the solder used in the water supply system contains less than 2/10 of 1% lead. (11., A/4, '1 bers Signat - Sworn to before me this 4.-v ' day of 4:IA14 , 20 SUSAN EHRLICH NOTARY PUBLIC-STATE OF NEW YORK No. OI EH6073471 Notary Public, County Qualified In Suffolk County My Commission Expires April 22. 2011 , 3� (P4pF fi1111 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ], FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �C 7z) 4(.7 DATE INSPECTOR 74- IJ 3 ----- ------ ?( .' 37 0 ,...e e�,,%O1140;1 4011 OP c€ .. ; , �� , yCOUNTVN�'' TOWN OF SOUTHOLD BUILDING DEPT. • 765.1802 ' INSPECTION- - • [ ] F NDATION 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 [ ] CAUL REMARKS: .S� � r-r ri DATE L 01 9 C INSPECTOR ..a...:-. .7-__ L------ __ _ �r ,.$1';'�� FSO T Flo,: - 1► a 3 7' ---8.___z_____ ,,,4 4,,i --.__Nu„,,,,,,,,4-0", TOWN OF,SOUTHOLD BUILDING DEPT. 765.1802 S INSPECTION Th4p [ ] FOUNDATION, 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2 [ ] INSULATION [ MING / S PPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CA NG ,),A ) REMARKS: -57-"ya-z,47 "11/241-G-6-- . S DATE L INSPECTOR e 37 • „OF SO(/t,sol !'��OUNTI,N, ' TOWN OF -SOUTHOLD BUILDING DEPT.. 765.1802 NSPEC (ON [ ] FOUNDATION 1ST [ ROUGH PLUMBING [ ] UNDATION 2ND [ ] INSULATION [� FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION • [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] C - ING REMARKS: =32- 3/- ..,..s„.47,7 cop �S DATE INSPECTOR '.„f'11;'4104,--% SOUlyolo ' * G � /1 (19 119 TOWN OF SOUTHOLD BUILDING DEPT. - 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY1NSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ CODE VIOLATION [ ] CAULKING REMARKS: ce-144, 61<, DATE ll M1 . . . INSPECTOR ,c ,,,,,,,,,,,,,, 37-6, 55-2-- i* ,�OF SOV TOWN OF"SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH•PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] TRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: - 4ww • DATE d INSPECTOR r 3 73 7 6, a .--- ,,,,,,,,,,,, 4of S0045,4i-_\ :"i P X11, d TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - [ ] FOUNDATION 1ST [ ] ROUGH P UMBING [ ] FOUNDATION 2ND [ ] 1 CATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: . 1/ f ' , f -, ,x.j 8,,...._....? Egi2--c., ci27 DATE INSPECTOR / �� `` A ‘* A 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) k] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE ?/77/C. INSPECTOR FIELD INSPECTION REPORT DA COMMENTS . ' i I ej,\ FOUNDATION,(1ST) i / r' -'1' 4(e/.:18//' e c_._. .. ,--,.__,- . , • .., • FOUNDATION(2ND) i / • (q'Ø ( cr ; ' c _ ( : y ' :' - ' - . " 615712/54 ' - ' -" i ( lf -* (27(1)- 1 • ' ROUGH FRAMING& r' 47Ft3, PLUMBING . r . " . . . `� J,' Z:) . . `-• .� ''''''(4 . F tli INSULATION PER.N.Y. '-.-.1'.7 . H STATE ENERGY CODE ' • — • 4 , .. . . -37:-I9. (5.;- ai., ori . , i, .. , , ,----. . i ''' ')*As-Pa...6111--e") : 7 FINAL '& • • ADDITIONAL COMMENTS ^---- , ; 6)-/0 , 0 f' `r' ,iik_611Y- vi-vc_ef .e.. 0-/„. ‘ ck-\ o )0 , , _ z . e., 0'/ . : 'c.. # r-rx,t4- L __ ____ .,,___._ _ 6 31 q3m, 7,�e - �,A ii )e , -ieni- 1 60 rlOn e &-2-iL ,1,,i', ' , - a l ( 1&& C-- c - A32_ z_ - 1 a,- I- P+ 1/100,V, 2. 2 �� J 1-1'L[D, . 00 ,/ #A r--e i t '1p(�55 j 376 Ja\' 1 -, - a4,--j ST ' l6 O- '.l• 4 , 3 ' -,51.00 ‘'' ,`i . FA . - , A cy 00/*:61„, — ---1-- 7,cieoAk-e__ , r f:. 1'" , 1 .) T.,it , f # I C.04--Q: ou � �1 - -) .. �� P �.� e ` �� o 0 lie . ilk. ( dmOA, Ar- CI-11(2A._ ppm 3 9 ' _v- ,; ✓'7 1 ' • : A-6 ' Spivv4c J2YIJJ &( . ?2'/)7 . o Y ' o- ' n. 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. 37 , Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application � � �' Flood Permit . Examined �(/�—� ,20 1 2 Single&Separate I Storm-Water Assessment Form .Contact: Approved 41,20 (� Mail to: BLDG DEPT. Disapproved a/c TOWN OF SOUTHOLD Phone. l,,3/ '266.2 4D Expiration / ,20/4 Building Inspector APPLICATION FOR,BUILDING PERMIT Date loll , 20 1Z. 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 pian to scale.'Fee according to schedule. . b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. . , • c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall he occupied or used in whole or in part for any purpose what so ever until the Building inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the•wdrk-authorized has,not commenced within 12 months after the date of issuance or'has-notbeen completed withiii 18 montli's.from such date:If nb zoning amendments or other regulations affecting the property have beenenacted in the interim; the Building Inspector may authorize,'in:wiitiilg,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) r,o,fox 540 , ouTHot.D ,NY 11 R I (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ®WNeiz Name of owner of premises Tog N G ' NI s%(E • (As on the tax roll or latest deed) • If applicant is a corporation, signature of duly authorized officer (Name and title of cor orate officer) . Builders License No. S1-+3 - H Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 2410 I NDI AN NECK. LANE Peep/4 I C. House Number Street Hamlet County Tax Map No. 1000 Section• • � Block 44 Lot tP0 Subdivision WILD OATS Filed Map No. 41331 Lot Co 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy V$CA N 1 LAND b. Intended use and occupancy 511JC,LE FAM(LY RESIDM.E 3. Nature of work (check which applicable): New Building X Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 6001000 Fee ' ' (To be paid on filing this application) 5. If dwelling, number of dwelling units A, • Nuf+tetiof dw;e� ng uiiits.on each floor 2 If garage, number of cars 2 _ I r ; 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 6,5 Rear ea 51 Depth 52 Height •'4'"(®1' ': Number of Stories 2. 9. Size of lot: Front 1620.001 Rear Ill 0,001 Depth 25O`Op 10. Date of Purchase MASC44, /AM Name of Former Owner 14tgA 171111 '�°5 11. Zone or use district in which premises are situated A C 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES X NO Will excess fill be removed from premises? YES - NU P.O. BoS GAD 14. Names of Owner of premises 1/41-041 C. MEYg)tAddress SoISMObD N Y Phone No. 631- 258.24Cq I- Name of Architect JOSEPH r. bEPPE Address 9,W 1 P4 N? U . With'Phone No Co3i- 128. 9BOO Name of Contractor TORN C. MEYER. Address 14' Forna YsONY Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? ''`YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES 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 1,0 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) ' SS: COUNTY OF ) ' .'0I44J G. MEYER being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, CONNIE D. BUNCH Notary Public,State of New York �VJ NEK No.01BU6185050 (S)He is the �i�+ , ualisied in.Suffoik county (Contractor, Agent, Corporate Officer, etc.) Commission Expires April 14,2 0]jo of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this �-}-1\ day of t 9P� 20 ) . . , Notary Public ...'gnatu of Applicant 40- 1 Town of Southold - Chapter 236 - Stormwater Management - 4 SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application), APPLICANT NAME: (Cr Agent-Consultant Contracto r Other(Circle One) Property OWNER:(If Different Applicant) \?oMN C. C��r . E jam_�/ Vv&�], .54o rt__•-r,,„ _0 Nay Address: . TO?# ��fJ�tY fl Fax#: X17 Telephone fl: Fax#: • E-Mad:�IOMWr-.NU ilge.62_0P'C•0M11...f�it atl�lt'-.>r E-Mail: PropertyyAd � • � �� ( 0 Brief Description of Construction Activity,Proposed Structural BMPs,Soil �lr4fJ - Stabalization BMPs,Project Scope and/or Sequence of Construction Activity S.C.T.M.#: 1000 alp 4 `*6 District Dothan Block Lot IFrovrde Additional Pages as Needed) Name of Contractor and/or Contact Person Responsible for Implementation of SWPPP: \JOAN C- =ta- 0 s -EgtACM 0 N_ _A __ itSrr cno►J Address: Telephone#: SA+uW Fax#: -Vf--A_ 14 6%3 QSQ��-Lt4 L FAMILY b�WEL�U 4',, 4 Telephone - ��SAOS. --B&2 4� W®R.,NQ.P- A D AS.�t4--A-A7:13 _ Name of Persons Responsible for Installation&Maintenance of Erosion Control Practice: -13 • __- Address: �7 Q , e ._.- Telephone#: Fax#: — E-Mail: e,:,05,,, I Total Area of All 4 cam' Total Area of Land Clearing Project Parcels. ul l7T and/or Ground Disturbance (SF./Acmes) (SF Maas) — • , Project Duration: r� _• Start End _- (Anticipated) 3 Y Date: 11 115 lit Date: 1I 1L I Q - __- •7 / (Number of Calendareayo) ..__._....._...___............. _.,—a,...._.__.. —_. Will this Project Disturbe five(5)or More Acres at i Any One Time During the Proposed Development 7 Yes No - - - ---••---...-_.. If YES:Please Answer the Following! a. Does the Applicant have a Qualified Inspector On Staff To Conduct the Required Inspections? Yes No Impacted b. Does the SWPPP Indicate How Frequently the Site List the NAMES or description of all Potentially Waterbodies and/or Wetlands: �� �� Inspections will Occur and for What Period of Time? Yes No NOgE c. Does the SWPPP Adequately Identify All Temporary r-1 r7 and/or Permanent Soil Stabalizatlon Measures? Yes No ----•-•_.. .____.__-______ d. Does the SWPPP Adequately Identify a Complete Project Phasing Plan? Yes No Status of Impacted Waterbody:(eg.TMDL,303(d)Listed,Impaired...) e. Does the SWPPP indicate Additional Site Specific EJ I Practices that Will be Utilized to Protect Water Quality? Yes No N A f. Has the Applicant Submitted a Completed DEC Notice Type of Impacted Waterbody:(eg.Lake,Creek,Bay,Pond,Sound,Freshwater Wetland_) Of Intent and SWPPP Acceptance Form for Review ( I 1- 1 ! b the Town of Southold? Yes No Y tleit 1 NEW uul t£D.BUNCH i S7'A7'F,OF COUNTY OF SS Notary Public,State of New York oNN ♦ MAYeg No.0ie Suffolk 50L That I,.... ` ) being duly sworn,deposes lei Orr Pe t, (Name of individual signingDocument l And that he/she is the (Owner.Contractor,Agent,Corporate Officer,etc.) I'I Owner and/or representative of the 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 herewith. Sworn to before me this; 15-411) day of. .0 LA_ ,2011 Notary Public: .......... ....... }� .... _• \ (Signalur of Applicant) SWPPP Assessment FORM: 03-12 I� ' C • SWPPP" Preparation - Chapter 236 For Department Use Only: T.O.S.T.O,S. ` /�j�• Storm Water Pollution Prevention Plan s.c.,,M.#: Property Address: •°1 � 'r•' Review Checklist Checklist # 1 loon District Section Block Lot REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: r i Plan Sheet (Does the SWPPP Adequately Provide for and/or Indicate the Following:) ;YES. NO I N.A.;Explanation for NO or N__. 1. Drainage Calculations&Stormwater BMPs Designed to contain a Two Inch Rainfall On-Site, I Location(pg.#) ♦ 2. Construction Phasing Plan IndicatingSequence of Proposed Construction Activities 0 """"'"' `"'``'" 3. General Location Map: _.__.•._ . . ...... .. . ..---_ ,3© � 0! _. __._._.__-_- ----•-•• --:_• - - „_. . _ . . Draiange Site Plan Drawn to Scale at Sixty(fi0')feet to the Inch or larger indicating the Following: ,174 El El, - - - •- - a. Location and Description of Property Boundaries;,_ _. ice; - c. A. 11 Existin Natural and/or Man Made Features on and within 50'of the Pro pert•Boundary;_, 0 d_ Test Hole Data Indicating Soil Characteristics&De th to Seasonal HI-h Water fable; i ' e. Contours Indicating Property Elevations(Min.2'); -""• ._- - " '10 O n I i- •----- -- -•- --- •• - -•••- -- f. Spot Grade&Finish Floor Elevations for Existing and Proposed Structures; _ !r-� r--i 01- ' " g, Location of WoodedAieas&Isolated Trees witha Minimum Dimension of 18"biemefer; - -;0 r-1 �i- h: oft Coner svation Distract Soil urvey. =:) i S 5. Bground Information about the Scopof e the Project,Location&Description of the Site, !! 1 1--1 �; ack Proposed Changes to the Site and All Existing Development on the site including the Following 1 ., ,s. _AllAnproyernents)fts♦1Srdjng Tgtal Brea-of Land Disturbance e.T,Otal S(te Area;, _ ,'0:01,01_ - -- b. All Excavation,Filling,Stripping&Grading Proposed and Identified as to depth,Volume 004=i&_Natureof Materials Involved; c. All Areas Requiring Clearin and/or Grubbin d. All Areas Where Topsoil is to be Removed,Stockpiled end where Topsoilwill ultimately !EDICT, i be placed; •010,0: e. All Temporary&Permanent Vegetation to be Pieced on Site; I ' '' __I._All Temporary&Permanent Storm Water Runoff BMP Control Measures Proposed; _ 11-1 0; g. The-Anticipated Pattern of Surface Drainage During Periods of Peak Runoff; 0 r71 h. The Location of all Roads,Driveways,Sidewalks,Patios,Structures,Utilities&Other , - i -- .lmprovements,including Temporary Access&Construction Staging Areas; - --I.-Ttie Existing 8c luta/Contour's anis or Spot tie-vitt-die-of the'site: -" `--`--- -- - "_ ` -- 1 S O I-1 n F_ 6. A Schedule of the Sequence for the Installation of Ali Planned Soil Erosion,Sedimentation , &Stormwater Runoff Control Measures, -—;CI f CI 7, Description of Pollution Prevention Measures that will be Implemented, ;010:0; , 8. A Description of the Minimum Erosion&Sediment Control Practices to be Installed and/or ;0; __ implemented for Each Construction Activity that will result in Soil Disturbance. i 0 0 i I 9, Description of Construction&Waste materials Expected to be Stored On-Site. '" r -__.__ _,_........ ...... 10 Temporary&Permanent Soil Stabilization Plan that meets the Current Version of the "' ""'" "'""' '""' ' ` -"•••- New York State Storm Water Design Manual Technical Standard. ;0;0'O; 11 General Site Pian and Construction Drawings for the Project. <1�r0, 12 Dimensions,Material Specifications&Installation Details for Al Erosion&Sediment Control Practices, , 13, TemporaryPractices that will be Converted to Permanent control Measures - I 14. Implementation Schedule for Staging Temporay Erosion Control Practice or BMP. © 0:0,_ 15. Maintenance Schedule to Ensure Continuous&Effective Operation of Erosion& i Sediment Control Practices. i 0 0'0 16. Names of Potential Surface Waters of the State of New York and/or MS4 that may be ----•-•-•••••-- "••-- •___---.____._._,_..., •,,, . "" ___••,__,_... _ Impacted by Development. 10 0 0 17• Delineation of Storm Water Control Plan Implementation Res onsibilities for Each art of the "'""'` "'""" """"' "' - " •••••_._.___ Project Construction site. ••_—_ ___.. _p_ _._.. p__ _..;� Q �-•� "' CD _ 18. All other Existing Data that Describes Storm Water Runoff and/or Natural Draina a Swales. - 19. Identification of All Contractor(s)/Sub-Contractor(s) Responsible for Installing,Constructing,^_' " `- "-'""" ' ""'"'"` Repairing,Replacing,Inspecting and Maintaining the Erosion&Sediment Control Practices. 1=11= Storm Water Management Control Plan Checklist#1 : 03-12 rrorr /0/26101x0 Cd LLUTATI,o0 C PeoP0 RooF i)W EL.1.1 N 6 2208 A o•I1 1.0 = 31.5,361 C.F. %I 3('/42 .24 : S.eq V.L.F, eQJII Et P1zoVlDE (t i.o'bIA.�t S'-0"D 1)01.1,44E pvo1.5 10 V.L.F., PRovlDED PEoposEP Roop 13,&143/woRK.sNoP 150 A o.1l x. I.o -• 12T.5 C. F. 124.5/41 .24. = 3,oj V.L.F. PEau,IeED PoVIbE (1) 817%4'DIA . c 4�.OtFPf{ biza glat pool. 4 V.L.F. PR.oVobEb peoFtnet• b IvE ALLY . floo o.IT A o. : 225 C.F 225/42.24. = 5.3 v.L.F. VErad ItzE9 'Rp 1 (Z) 8-0"DIA , ,C 4'-o" PalNAC(E pans g V•L . oviDeD. ?Roroselo Lor Cov$rtiere. z 12.9 'e,,? Fet �.1 . ,4 0,Coo S F 17' ./ r y� i " S' `� 14541 N. OF NES . Town Hai Annex - * * Telephone(6811765-1802 _ 54375 Main Road t • P.O.Hor 1179 - , roaer.ri tertrano41.sournomm Southold,NY 11971.0959 • BUILDING DICPARTMENT TOWN 01?SOUTHOLD • APPLICATION FQR ELECTRICAL INSPECTIQN REQUESTED BY: sj keue4 _ Date: 124 3 I/. Company Name: $'e A w COW 6ZG=VtL, • Name: E eeway License No.: Address: PO gt.X. 3 •;4oit( iu`f 1 qfi Phone No.: 63G] 39,5— 1"B 7 JOBSITE INFORMATION: (*indicates required information) *Name: 0 C A14 /14E Y *Address:, Lf a Q fuve4/1/4). A GI< 14sPCCoALre_ *Cross Street: *Phone No:. (63 6s,'— a Lig _.. Permf No.: .31 S Tax•Map District: 1000 Section: $4 - Biocic: L f Lot (®, C® 'BRIEF DESCRIPTION OF WORK(Please Print Clearly) - 7r Tl`l p gLll E 64: A l&-xi � ea (Plena Circle All That Apply) *Is job ready for inspection: YES/ 0 Rough In Final *Do-you need a Temp Certificate: _ 1 .9).1 NO - Temp Information(If needed} *Service Size: Phase) 3Phase 100) 150 200 300 350 400 Other *New Service. Re-connect Underground Number of Meters Change of Service Overhead Additlohai Information: PAYMENT DUE WITH APPLICATION . !! e10 p. , BLDG DEPT. TOWN OF SOUTHOLD Town Hall Annex ; T le on 31c 65 18q,7 E 54375 Main Road to o V ro•enrich'eril• town:sou o•.n .us P.O.Box 1179 ,e. Q Southold,NY 11971-0959 :��'YC � ao'1 ' MAY 1 2 4UNTI, 2014 BUILDING DEPARTMENT BLDG DEPT TOWN OF SOUTHOLD TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION • !REQUESTED BY: iALD,,,,/ Date: - - l Company Name: / A a 4 c-� ,.c Name: Z. - 144- License No.: C/! ? 8 V(- Address: a aC. Y1_- vc, /ii.y' )/9 Cys/ ' Phone No.: 31 - q'7.1 y/ / 4 JOBSITE INFORMATION: (*Indicates required information) *Name: y - *Address: 2 tf 2 d .- A "/ >n av X4) 1 w< 1)/4 *Cross Street: *Phone No.: z ! - L S' " 2- V ? 7 Permit No.: 2 7 4 r F Tax.Map District: 1000 Section: ( t; Block: 0 `( Lot: ,t *BRIEF DESCRIPTION OF WORK(Please Print Clearly) 3/ 00 !P 7 r - (Please Circle All That Apply) • *Is job ready for inspection: YES/0 Rough In Final *Do you need a Temp Certificate: ' NO Temp Information (If needed) *Service Size: Phase 3Phase 100 150 200 30 350 400 Other New Servi Re-connect nderground umber of Meters / hange of Service Overhead Additional Information: PAYMEN WI H APPLICATION 82-Request for Inspection Form ..le:;• '4. - I . -ft -,..... ., .- - 11101101*-. . ., • ., ,...t., • ., . ...s.• *•;.; ... .. .. - • . -1‘....3) • '' ,100,2y . .._.- :o.' ,.,t.. •1 t'''.,04pc . . . • ie.. . • ,i,... • • _,., ,,,, . . ifill. ir ' 4 • ,, , ..:. ... , _ T_.___.________u_______.___ _. _________• - --------I I . --, ILL, k vik I I I 1 1 , 1 I 1 i - I ....- a Alr IF i :-.... 41 I r.all ter ill • i ..' i a li I II•on•a 1 I I I I I I li 1 I ili I I I 1=I I IIIIIIIIII , L " 4-•aim \ f —544-) Ci --)D ei c) • . ,+ ,- ` • ' , 1114 , 111 . , tiS,V V, 11 , 1,4 L _ _ _ N ./ . . F :► • 1k i il �� Bill/■ ,.. .1 339.. ..... ,..i., .. . . ,. , • . „ . . ,:..... •..... . . , . . . . .. . . . I. .. .:, .....„ t, , 114 NI _.- . .. . „ ....__ . ., _ i_ 44\ .. ...r, % • I __ 1 1 1i 7 .\ • "r 1II �, ( P IV`r - , I t 1 . I. -..•. 1 '' $ 1 . . . $ 4 . 1 _ 11141 I• . — - ,,•, , —1,0„ •'.A ,- ,1 1 .., . . , ,..4..-e.'.- -• •-' / L , - • r - 1 ' / 1 i I k Y. 'rii4 ... -• , 1111 1 . . . . . . .,,,,,,,,,„ . . . . . • ..._. .,-, ...... I, le i • .a..—•--..... a.... 1 il ' i nig Ian I 1 , , ' ., i - ‘ _ _ , . , . tom NI ird• , ,, _ t , ai NNi4 t 5 If 7, 10, isllikI v , IN r „. # , • c*''b*. A ISI ...... 1 c iff A II & . kit I *I i ) D 1 -,'-/(_ '4 I HIL . II 111 f 144,4:41 I 111 k Lill : - 111 11 I i ir\ritd‘i I . =t _ 1111 39 3 I ?.* C 17/1,47..4J / 0-pi 007 Azdi, _ - - - - � -EBF-_- W- E , 1 JUN - 2- 2014 -� BLDG DEPT ---- ---' - - --TOWN OF SOUTHOLD • ,,, _ - \ - Pc -a�CP .0•••a SOU4. .. Town Hall Annex o ,O 1p ; Telephone(631)765-1802 54375 Main Road * lig t Fax(631)765-9502 P.O.Box 1179 • G Q Southold,NY 11971-0959 O �' -\O of iii Os ... I August 27, 2015 BUILDING DEPARTMENT TOWN OF SOUTHOLD John Meyer PO Box 540 Southold NY 11971 Re: 2420 Indian Neck Rd, Peconic TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) c Electrical Underwriters Certificate. A fee of$50.00. $ 4' Final Health Department Approval. OPlumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 39396 — New Dwelling • • SURVEY OF LOT #6 a . , - MAP OF !AILD OATS N FILED MARCH q, Igg3, FILE NO. a33I - e s SITUATE: PEGONIG . W E TOWN: SOUTHOLD ' e>.st. 43 SUFFOLK COUNTY, NY ; S SURVEYED 04-18-2012 ' SUFFOLK COUNTY TAX # PY PERP P 5111' LOT FO¢piv./F\LEO MP'-_------- asphaI driveway OWAY.r. A,2,0`0 1000-86-4-6.6 g T2-0 Py yNOWN-' e 20 CERTIFIEID TO: \ ____ pV9E1\-\NG AA��e�A� Y -- I ARBA][�A MEYER ---„, r JOHN MEYER I: 10"'x' '.------J r ',..1.1‘ �Ol�' S0 FRAFPTrr "--- !-- ---_ N % r % SYSTEM r , PIPE '\AWA �pWf -gO Fa.—'01.22' T�' 1 \ Test Hole 14 9�P,�WAYIZ From Filed Mop oCa a6 ?., -, Tap son 0� I.py;' i' N F ill b 23A' Pg0Fog OL\�wAleR N W �j in t, O ,�JJ� CLAY 1'tS N Ipa. spWl b t W I V ' s. r+ i 2p sSANDY LOAML °P 251 .�, 20A' q �p 150'FROM WELL w--..1 s 5iv� �i�r OU4 E:C;<i;dTY DEPARTMENT DF NtEkLTH SERVICES N I ° '" % E� ".MIT FOR APPROVAL OF CONS T RUCTtON F=OR A e' L6 �• y 205' SINGLE FAMILY RESIDENCE AND GRAVELN % \Y OPS� ,v b 12' ypGpNT j _• II.P WATER IP T " IN p �pO 5Y5 6R HOL 5 FT et 15' DATE i 77) H.S.REF. NO. 1 0- ®,i� I;� 1 01.10' PIPEale .1 __ °` APPR ED 17' � Llpyy� 1'� CO ,/ • TOTAL NUM BEDROOMS A' � • EXPIRES THREE YEARS FROM DATE OF APPROVAL DRAINAGE CALCULATIONS: / PROPOSED ROOF (DWELLING) ,10T �~ 4,458 X 0.17 X 1.0 = 155 G.F. H 01.12' 5TSig'1/ SPACE ®` 155/ 42.24 = 11.87 V.L.F. REQUIRED seT ` °PN/AOAN1 PROVIDE 1 q�� +;,-''0��N 4 8'-0" DIA. X 5'-0" DEPTH DRAINAGE POOLS E 20 Y.L.F. PROVIDED � ���C�C Eye b'. vnauthorizea a¢aratlon or gamtlon to a survey ,1 O � ® � rtcp bea-Vg a licensed Imid surveyor s seol Is a PROPOSED DRIVEWAY ��� ;r y i 'PN algtian of sectionel York Stat 4SAslon z,of w• ; 2,200 X 0.11 X 0.6 = 225 G.F. m he Nen York State E0 atlo Law' ;" , "Only eo les From the ori Inal of this survey 225/ 4224 = 5.5 V.L.F. REQUIRED '� * t.,,r4-.:-,:k,,t,t,, � � ,�, * stamped eal"'n l b�r�o'�,a;a o°�allayP e,PROVIDE 18' DIA. X 6' DEEP DRAINAG--POOL 1— . < 'f�� ` 4 X85 ..__ —E + = 47. ` ted esu ped seal shall l be c ns hereto signify that this 1 ���- �'( +a °vert was prepwea Ind here on si with that eH- ctice Sti eys PRPOSED LOT COVERAGE 16.6 g'o !sting came of s Sold For Land on shall dam only :44 F the New York State Association of Professional �/ L.rna os Sald<ertiflcatlore stroll rw onlyI�,0 0 1 �� to nfI pe l For a le company go er mem / c and on nls behalf W the title tom em CJ �' tai agency wid lending institution listedio hereon,carid o- 012 PROPOSED SEPTIC, SYSTEM FOR 6 BEDROOM HOUSE '"' 'A" Jo o t�assignees e,of�e lending bleto Institution nertlflea- trans are not transferable to catllLiwal Institutions AREA =40,000 SF OR O.cI2 ACRES 1500 GALLON SEPTIC TANK AND 2 8' DEEP 8' DIA. LEECHING POOLS_ J• 1 3 'h C® EIDBS L .I- 1 O SST!. VEYOR ZONE = AG BUFF. CO. HEALTH H SERVICES GRAPHIC SCALE 1".4o' OFFICE.OF WAS IEWATER MGT. i + 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 _ I= =I IIIMIIIIMM RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 MI MN 11111111111•11 REF.-C:\Users\John\Dropbox\2000 PROS\2000 pros\20-254 updated for John Meyer.pro 4/16(204] 1115451.4 UVbwa\HnW+wbmt'0000 R OS\2000 Wee Vo-294 wasted For Jon oa %, • . I, l i N RAIN RUNOFF CALCULATONS PROPOSED SEPTIC SYSTEM PROPOSED ROOF (6 BEDROOMS) SURVEY OF PROPERTY I HOUSE & BARN= 3,482 sq. ft. 3,482 x 1 x 0.17= 592 cu. ft. [1] 1,500 GALLON SEPTIC TANK 592 / 42.2 = 14W [3] LEACHING POOLS 6' DEEP x 8' DIAMETER 011- AT PECONIC I\ AND DRY WELL 8IDE 2 DRY WELLS DIAMETER xT4' DEEP x 5' DEEP I TOWN OF SOUTHOLD OR EQUAL. PROPOSED DRIVEWAY SUFFOLK COUNTY, N. Y. DRIVEWAY= 3,336 sq. ft. I 2 1000-86-04-6.6 • 3,336 x 1 x 0.17= 567 cu. ft. 37 SCALE: 1'=40' • 567 / 42.2 = 13 VF oRSv�wgY 20 0: 20.0' z NOVEMBER 13, 2012 ` PROVIDE 1 DRY WELLS 8' DIAMETER x 8' DEEP % AND 1 DRY WELL 8' DIAMETER x 6' DEEP k..01.AL. `NG, 50.00+ EL. 20.0' i APRIL 23, 2014 (FOUNDATION LOC.) OR �pWE 2 o TEST HOLE DATA N_y FROM FILED MAP 87+10"E N N� ! J v TOP son N7 0 Dw Os 13 ,, aruiAlatrr.. tfI/c- PIPEa CLAY , 19.3 PROPOSED C x 1112-21,f 9( •6' EI, 22'6 o ODRIVEWAY , vr SANDY LOAM b -ic08, z0 LA 3 tA Z p SAND GRAVEL 0. o y C•) v a v y tz] f Z 7 DW 9-. .dG - 'A `i 12' 31' c' o WATER N 19.3 n ® v 2 Z 2 r r`� Pa- `z� WATER IN SAND GRAVEL •'• N w O Z, Z N 014.5 o Dw (!)-1 r cr '' °= n 56.3' LC) 17 co, EV 21.5 9.5 0 0"TI Z b PROP°SD W/ 111 a `L ... -q 2 C) 7.° .moi %� 6 D 9.5 9-)7 tr o= LOT ® _. ? '` r� w Q co c 00 °' • Ny w GI O m • Z �TURE o - ✓ v �z 3, 0 POOL o 49.2 u. J 40 HW 049 nsEL."teoN PR973 ill W O E1-• 2D.0 y O N PIPE O o b. 00 250.001 v • 9' E1. 1 6$ S7a.1- +10'+W CA OPEN SP ACE -- - LOT NUMBERS REFER TO "MAP OF' ILD OATS" FILED IN T QLI< \000NTY iL I K'S OFFICE 0t',) ON MAR .„0,3„,,)7' NO 9 ,f 1 APR 2 5 2014 ELEVATIONS REFERENCED TO AN ASSUMED DATUM ca r I am familiar with the STANDARDS FOR APPROVAL ,�, `�� f5r,�r`'� BLDG DEPT. AND CONSTRUCTION OF SUBSURFACE SEWAGE AREA=40,000 aSQ. �. 07) :- ;y r , i TOWP!Df SOUTHOLD DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES LI _�� _ and will abide bythe conditions set forth therein and on the `'.►` ,r ji, N. Y.S. LIC. NO. 49618 ANY AL TERA 77ON OR ADDITION TO THIS SURVEY IS A VIOLATION �.� MORS P.C. permit to construct. OF SECTION 72090F THE NEW YORK STATE EDUCATION LAW. ,•• `� • ,; =5020 FAX (631) 765-1797 EXCEPT AS PER SECTION 7209—SUBDI VISION 2. ALL CER77F/CA77ONS The location of wells and cesspools shown hereon are HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF ��L.�; �%- 909 from field observationsa and or from data obtained from others. SAID MAP OR COPIES BEAR 77-1E IMPRESSED SEAL OF THE SURVEYOR - 1 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 12-28f� 0 R10-12-0024 . SURVEY OF PROPERTY • AT PECONIC l- ATOWN OF SOUTHOLD \ ,- SUFFOLK COUNTY, N. Y. EN3 _ 1000-86-04-6.6 �� � D�, HST �, 20.0 SCALE 1'=40' --T j' rr II� w `� �S� NOVEMBER 13, 2012 I l`' 11 U 1l 9-[ /\ LOT 50'009 /Wifely —Nora �" ='• APRIL 23, 2014 (FOUNDA770 LOC) il /\ , Co l..... s `' AUGUST 4, 2015 (FINAL SURV IJ OCT 2 7 2015 iu /� v +1 ;� �=.;`- ELEc-No oROV4005k % SEPT 9, 2015 (FINAL) of E. TEST HOLE-DATA n� h.lat,c. ,RAlta �--� BLDG DEP( FROM FILED AAAA -7�"�7 1� ' ' • o /� 7` TD.lf!OF SOI THO_D of P�QE 4*.' o o \ B CUF26 IV b v, ±, TOP SOIL i 1*> > ' 4• i 'p G CB It TA G ►,a CLAY •.rte �- 5' 1---- -. 7. 5 —1 1°' W P ro r S SANDY LOAM PIPE �` 22 -°o 03 W P CUct6 0 C7 SEPTIC SYS7FIVY a 73 N Cpt�1C BB N of v 7i R10-12-0024 SAND GRAVEL 4 Ztrir, A B ? f Dw a c. `Jti 1 19 38.5 WATER 92 N 19.5 Co SEB �.o cN,t TAI�IHG F" z r WATER IN SAND GRAVELCH p,R N 2 �m J po 4.5 ;� 10� �Eoutao Ac `x1 r 2 34 60 ,r o 21.5 9.5 W �0 55 Ut,E r► �' 3 32 48.5 o� 0 o N w W p,1E b w c �-01 D90 vn t 00 co N ) r: MSN w Sl1�FU�l� vel.': d7(,a'ppr�,Th E!1 i.C'�F HEALTH SERVICES f6` P.03°11 1 is 05 r.-�.,�,..-"_ (CON fR`CTED WORKS �9 4' y �. Ftf-r:.+ 'l !3°i!'_C !'-.'!r' ':ERES�DEt4CE �. >o _L�- oozy Utko pelf EI- 2 ° inaE S4 W .�:��o:�:3 a:��y:::�'�.±,;ct',t��C,1�flffi=.;z's�:,S f�1 N �g0� _� PIPE. -trt 4 „Mnn "_3':' iva 3t: :'J9JR��o D�CD O = ln'p9Gjetr2:�LID:C.,f�t e LD ,�€ritc;.ttii:risa..v„- w e f �G A°.ii i S r — c -- '�'eu';�. `, o fI«5c3`d"a Pefsit7!'� a i� 15 . ���•�� car \ , a after S •c�F ��:i,tom : ' > �w . �ECE� . ED ys.$ °° C� s s m 51 t317 OPEC SP ��ACA� � LOT NUMB a �:::v RTO MAP OF€ 1NILD 0�LLS FILED I .T�' tf L*) OUNTY C IEU o FN- 4•� ;a zdt;t,;;-.a OQ,� ON MAS4 ,1`9?gg E NO. 4 tr�C of w; z .,;:'F ; ELEVATIONS REFERENCED TO AN ASSUMED DATUM `e90.e. 0. \ � ¢ „1„:„,,, l am familiar with the STANDARDS FOR APPROVAL ��� `y� AND CONSTRUCTION OF SUBSURFACE SEWAGE AREA=40,000 S0. FT. S� / .. �' r �� . ' t:` L . NO. 49618 DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES {/,,� and will abide by the conditions set forth therein and on the ' '4 ,' ANY AL7FRA170N OR ADDl110N TO THIS SURVEY lS A VIOLATION ��� � SURVEYORS, P.C. permit to construct. OF SECTION 72090F THE NEW YORK STATE EDUCATION LAN! ' 765-5020 FAX (6.31) 765-1797 EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CER11FRCAT7ONS P.0. BOX 909 The location of wells and cesspools shown hereon are HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET from field observations and or from data obtained from others. WI- 240 SIGNATURE APPEARS HEREON. j SOUTHOLD, N. Y. 11971 ��—�' Rto • ►2•002.-at 1 fits ass Generated by REScheck-Web Software Compliance Certificate rt Energy Code. 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type. Single Family Glazing Area Percentage. 16% Heating Degree Days* 5750 Climate Zone. 4 Construction Site Owner/Agent Designer/Contractor: 2420 Indian Neck Lane Peconic,New York 11958 4 CfrltlJjlcli'Y ..4 ^ et s 'f '' r,. Y f; Aet v routs sw 344� u .ar3 ''rkr7't1f 1, Compliance.13.8%o Better Than Code Maximum UA.610 Your UA.526 The%Better or Worse Than Code index reflects how dose to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home •,s 't� �'Caulty fig.. Cont iGlazing ;r ��A` s t Y } Y rAssembl � n- e t� r R Value R Value s QCsDOOM�.-t -+},s a r • :, < Perimeter v ` actor Ceiling Flat or Scissor Truss 362 30.0 0 0 11 Skylight:Wood Frame,2 Pane w/Low-E 44 0 380 17 Ceiling:Flat or Scissor Truss 778 30.0 0 0 27 Ceiling:Cathedral 915 30 0 0 0 31 Ceiling.Cathedral 172 30.0 0.0 6 Floor All-Wood Joist/Truss Over Uncond Space 2208 19.0 0.0 104 Wall:Wood Frame,16in o.c 1136 21.0 0.0 65 Wall:Wood Frame,16in o c 2319 21.0 0 0 97 Window.Wood Frame,2 Pane IN/Low-E 66 0 250 17 Window*Wood Frame,2 Pane w/Low-E 490 0.250 123 Door:Solid 17 0.490 8 Door.Solid 41 0.490 20 Compliance Statement:The proposed building design descnbed here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck-Web and to comply with the mandatory requirements listed in the RES check Inspection Checklist DEPPE Again-Ea- 101,411z Name-Title Signature Date !I1 ' Project Title: Report date 10/17/12 Data filename: Page 1 of 5 _ RRTSIOM: BY: I THESE PLANS & DESIGNS SHOWN HEREON REMAIN THE PROPERTY OF JOSEPH T. DEPPE ARCHITECT, P.C.. THEIR USE WITHOUT WRITTEN I I LICENSE IS PROHIBITED. gill IIH'i 1 fl II n ' siIlrlll,i, 1111ll1SI�� it�__ I rI_ MR_ k/. �Il�yl.�(f I I �I x)14.11�I' Ilrli IINO ��II I III IIIIIIII I .I)I '1! ` ■I II'T11:TH!I} i—R-rre 42' SO" W �' Yk.I �I �4�I• II 1 1111. I I IIII ■■I II if (p 4 I I I1111111i.. II I II {7O1 bii}. li{u Y 4111f IL r rii I (hrillaer11J11" ,Irll Irn. r1�N Ilu it1 IIN{I I+dl Ills IIIIII h• .IIiIIII, d ii IIIIiiiishli1111II Illllb..,.n,diiI �111� �n,ll II III IIII III p,ll Illio IIIIII1 �J I"I 1[�I• II'1 f.`- 1 ® _ ,Il,tl hn• FILiI}l,tdl. ain+ ridyd7+1'1� In t 1 r t P P I 41 to Q 11 O O { I I, f ii'IIu .„ 1, „„>, ! � 1l� l I q. ry 4„ • � ElU :-.0. 1 ( { 1 4t a l'I 4 r rL d = E la” I'' lN I. Q. I h. �ti. 1 q �P u et w , , .,,,,i) II, ... 4, , I 1 I. W> I A 1 z ,I '11, ., . y„, , , , __. , ) , , , ,, .., , , , , , . , ,,t „.1 . ,,... :,,,... ill Z U s ag pl4 8 %,t)0 it7 og co j, • I - 04 1 —_—== _ - V-. U < C? 4t �kW te., 4 1 I Future Pool r— _ _ _ I + C4 pANI L‘ ' t.44g • I I ---- --- (tW i -_= _ ,O®'± I "� — �. I Z n o a) Pu ure er ace 2 `u' F=. _ HAI f � I +I '1' L r x ots Iof h. { y „,.. . , ,1 ' 1 1l` LnIw,InNC:nn nl tf vr/ f'I� ill / ) �f{.eq ! `. If lI O® Ae 1t n1 nllo I *VI I Ii IIT 111( I 1 i ;.. , •i' I � +,y e^ �? 1 � � Vs ,� I 1 fI li IMI i.11 it 'f t .� ], .I' 4 , al �I 'I J �F �:. 1I Ili I;I ,I I I I 1 .,,'' LI `LAW �.r .7r..1 , Ii 04 11 �.�,r a e � )P'!P1 S` ��� Ilii �� IR• {III �� i (I_ 41 -1 �'a I @ FRi II`�'I .> I , 0 ,� I ��, FEBRUARY 201.2 �� 4A gII II�Iilk I'lI 11 Ili aI`I3� h * . .,a IN f1 _II i.II �}Ii �� r, A�, I . . I I Ii'II II !IIS III' n���'910 illi Ir I ( t0 E r� ills I �I it � = 4I Ii! _ _--;la I _, 33 31.501f `"t s�[`•i�-vim- 1 NI - 4 A' L PLUMBING WASTE &WATER LINES NEED _ ,__ —_ _-- — � j ��i�� I I TESTING BEFORE COVERING U. �' q I � ,_ a V - ' . 1,I 1 Wig.. FE �I �� I INDEX PLUMBER CERTIFICATION I _ _ �r •— - , CO _ _ _ J �' A s ON LEAD CONTENT BEFORE IL �� I��`���W ; ����� �”` CERTIFICATE OF OCCUPANCY '\, M v SOLD T "� r 1 SITE PLAN / SHEET' INDEX EN WATER O ` @,y V ;' ,�`' '` SUPPL:ART:UlyNSsGETDLE:ii CANNOT , — poa .. .� C) EXCEED::::: i% LEAD. Sanitary stem a a proved ' y 2 FIRST FLOOR PLAN dy Suffolk Count 1�ept. of Heath 5ervicrl s �$ k'1 ° fi f �', /U C i . 1`, , I "9. „� ' FLOORV/ �/`' ,,,JJ""/aSEC® PLAN 11." f11s^.�f� I`V�,11(/\111\®� e \ V11 it1\1OF FOUN xpan�lon 4- oFR "t7'JEY- ,' 4 FOATION PLAT. \ & POST BASE DETAIL UNAUTHORIZED ALTERATIONOROH�C �,f;, AUDITIONTOADOCUMENTBEARINGsi:v..‘11, �� �1 '} 7° 'J� A LICENSED ARCHITECT'S SEAL IS A 19- g1, Y VIOLATION OF ARTICLE 147- (FRE13: ////����11 EAST \VEST ELEVATIONS HITECTURE, SECTION 7307, OF OP THE NEW YORK STATE EDUCATION Io IyISO.®®' 2''' ✓ �' 1 t '` NTE COPIES Or^ THIS DOCUMEATT NOT $ \ am ow owe, , 4, "1 6 L.,.,,,,,. 42 dO __ _®®1�®_sww eters OM as a._ r,` OA. I. Qyenc�sad Utilltfos _ i DATE-4/Z....-40.7- HEARING THE ARCHITECT'S GREEN Ve �caton o tap Polo `' yr 7 / �p/O- INKED SEAL OR EMHOSED SEAL with Water authority aa, ['� J.-- 6 NORTH & SOUTH ELEVATIONS1! O AHS COPY CONSIDERED TO BE 7 8 HOUSE SECTION "A A" AT 70S.1S02 NOTIFY t A, TO 4 r,DING QR 11-.1:_ c'''.14,, 4 � ia1 I 1�1 i� � 1� 1.. FOUNDATION,-TW k,F_Q IRF_ ,� ROOF FRAMING PLANFOR O ; D OO�!O�t ;_ • 1 .I 2'. I OUOI�=F AK:NO,PLUM II O•, '� i STRAITkNO', ELECTRICAL&OAULKIN1 - ,. 9 CHIMNEY DETAILS INSULATIONa 4. FINAL--CONSTRUCTION 4 ELECTRICAL `s' ���T-4 a MCATCOMPLETEI® C.®'. p�. Nor .f0 10 BARN/WORKSHOP PLAN, ELEVATIONS SECTIONS ���O@�JSfiUfiIONLEE t� fi fi�l•, �I QI�4I� INT ® fiI# COs� P OI N"B,.. I n}j, ski y p TO THE BEST OF MY KNOWLEDGE, YORK STATE NOT RES' O't'.ttE FOR BELIEF, AND PROFESSIONAL [6: 4111114TH BESION OR CONSTRUCTION tRp") s JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE SCALE ,, = ��a: 11 WTND DETAILS WITH THE NEW YORK STATE ENERGY RETAIN STORM WATER RUNOFF CONSERVATION CONSTRUCTION CODE uqPURSUANT TO - w Eu.5 CCP 14ECore7) -w X011-bweig VIA 12 SND DETAILS NOTES CX SCHEDULES CHAPTER 236 OF THE TOWN CODE. ®ATE: 1on��t2 6v" bInd► • 1) x►=NAC0E PIPE (u ,p) • SCALE: ASS �; — $ INA4E. CJ.t.GU I.A'noNs ©1� cEPARAT SET': � QED q� C.,1 t':�'..� q',-+,>; a� DRAWN: J.TD. G �E �y 5. - e -! r,::.,-;-, ' ..--1-7,',--, SHEET �� �pH T OF ��� • 11IId11 . (l 1'! • 5`� S�, 14541 �. 9 cn i T� OF NEW �O REVISIONS: BY: THESE PLANS & DESIGNS SHOWN HEREON REMAIN THE PROPERTY OF JOSEPH T. DEPPE ARCHITECT, P.C.. THEIR USE WITHOUT WRITTEN LICENSE IS PROHIBITED. 0 L //I L Line of darn rkshaa � __ I � I I - i 1 O Go, i '1'-b" / I wif o. P ,3'-O 13116", 4'-� 3/16" , 4'-� 3/16" ,�'-O 13/16" I'-Y" 13'-4" I'-7" 4'-q 5/i6" G 1411-0" II 4'-3 II/I6" 4'-3 II/I6" 4'-�P 5/Ib"` it III11111111111�I1I, 1111 11 III I 11 IIIIiuIIIIIIIIIIIIIIIIIIIIIfl.IIIiII1111111111111(IiIiIII =111111111III�11_ 11 lll.Il ilk II II lull; _Ifllll�illllllllll�l(IIIIIII�IIIIIIIlI1111�11III;iIJ�1= NU unlitomit!111 ITN)Ii1111I1I 11u� 111111!'[I111111111111111111 111111111111111111U= 1 I I ='*4 U g 1 T- I 0lai • * a .rL 1 A 'Ks_ te—ime,AL. �, � // / /, /,:4,,y /�' � / - /� is 4 � .;_ ;_ ;' `I�� i� r.�� -- BIJ I�1'�d F _ i t:= 4,4 4 � ' +'�' ,� � 1 �t All' do olill " - , - �� I Door LIU 7 t P Fr LII:1;5 ' _ r.,..,,,,,,.., INI I mr, 'le' %---e-: 1 , I A 11.1 zo RI:=1 4111h ! . � 'fi , " ' _ "�" .._O. 4"_b"" 1 4�b"` kin ° < rp t yr 9r114 O , �� ,� — — —II 7 � 1-.41- j / lii / A, / IiA. iAsizt Lip,. •c , 4,, i_i ilii amilim - los - ill __ -� - - - � / t4 t I 0i ' ■� I0 % I1,-- MASTER ����00M j Id` f � � , RIN_P=. `hq i i_% y ■ ���- ` ' _. W � •1'#W- I© A.I.C. O m - _ _ ....E IASI 111 li ll ;,$) iii 4. 1T4I/ ��/i/•• imli L, ;Irimin .‘,,- 44„.„_,_.� 11111= z // a., , III bl I 0: .,... Po,I _Vt , to .1.1 M__) offr � Iii _ ��� ���:11A-p-,..:, ' = /'ift ,„C I= 31r ZaEsr.r.AS 7I•A 3 [�'., :, %s4 b' €�'-a" .�3�C��[.9:G�I1�. 2'-0" - I — 13" �n ®o° ������ � �m i Ii� � In4_s.,..: ilzi � „ ia� umaaa� aaaliaiiww ;= c �� KLI L... • .., . •. . ,....„.„..„„::::., is incits .__ I]k\!!! RU.Rimii.i' e v) g i !am ED RES L Liitla:slit'irilitir-. 0 IIIIIIP/1E1 , in., 1 , , ... „,, „,... , ....... ..„,,,,,,,,:,.,„„.....,:.!.....-......„...... :., ..„...,....„4.„„,..::::: •,,,., . i , b nil • . - .--- •tr. T ;• ilitiliAg_t!!!!...:.,....,9!= I -lag Mini Q#;pAtei,m4=117. L - 1 \ 1 IIIIIIIIMIPI ...i....... ....tw �—IIIIIIII♦1.1 �1- 'G e� v-Y”]-. r."„,- "fit _Iran=9 . . , , ____— -,0------ -‘ 10. 1 1 Ai .. Fp �� ,,,,.. z . . h (2) -Il2" LVL W✓ (U -J/2 L. . i�I /Ii/Ii�� Ii Zo I STEEL FLITGH PLATE i/2" GDX Y > LA- 1 jai il 1 iimimmimm.....1 0 4-2"� I 14'-O" 41_Q'� /6 /J' "� _- _ t'_," .. ' 3'-b" ' ._J�■ =" rr / 5._n,, ,i� ,. i .• V , 2-O - 5._.6.. - 1-11111 , 111,1111/7 I ;IF in 0 i-^ iii �I,01 FS - _ _ _ I V �1_l�liCenter on .7;1- Li 4 51TTING Room :10— — \ r I�1� � 1 �I`ront Dcor cf" Closet o -;�—� ' __p �`4"SQ. COL r '_O"" .."" \ '- - �, �r�f� /�' �___I y` 4"Sa. eoL _ ,im to � � t IA : � ® -s y , y IFI, ,. ems 1 b ,„..0.2__ - Illa it " u " n 0 � I _ i• 't r, , .+ o It ]I GL"- i -6 I$-6 -6" i-: 21-6 yl, ` 0 U ' •II b `- ;'• .�� N � _ UNAUTHORIZED ALTERATION OR �_/ '^" �A4� >�asl - ni II - 1,r-_' 1 r1 1_�` 1 1-1' (j I� ADDITION TO A DOCUMENT FEARING �/ o t� MIN Q :y I=- SII �, 1� �c /,n'tom. 1r► —� A LICENSED ARCHITECT'S SEAL IS A i r r r Y�+�► i/I /�FI /a VIOLATION OF ARTICLE 147- ' _ / � _ , i 0 JJ- i-1 � -�II� r'2 � l r • �� �rh� Iii r I ARCHITECTURE, SECTION 7307, OF oi LIYI N ROOM i !� 1 � =j LTHEAW NEW YORK STATE EDUCATION TO - T' `:�- ORG� _-� lCOPIES OF THIS DOCUMEKiimmo (UGieeo '� � ? ti I- ini I �' ' - II1. 8'-° IBEARING THE ARCHITECT'S GREENT J , �,,,� - - ,. IPl ch SIAb - INKED SEAL OR EMBOSED SEAL- IL ,;� tOWard doors ./ SHALL NOT BE CONSIDERED TO BE "" � IJI-ISI-. A VALID-- yP_P. ,c •7' 4"'SQ. COLMIMI _Above (TYi�) r'- ' .r IAbova (TYP) 1- , STOOP PLAN 3• Its , " t �I "" I3 L1W !/4"'= e'-O"" / 0�� cMj,` :II 14 O �� x - I -S I-b 2-O b 61-0" _ - 22'-O° 1111 11-11111 NOTE. See Fir ;�T FLOOR ` L.A1�I �CO".pN Y it •��Oj,1 vt 4 Sa. COL t = sf Cin OFFICE (TMP) i I 1 ��II- �� .-- UP 1'_O" _." ."4"111.11.111 Airs ace a- per �I I Paun�latfon Wall----4 I'iaw_a� ►' 511 °/ Z FO1`ER S NYS CODE o YP) r - �� � Millaiiiiii NIma ` of tiE�, ��a� 151-6" 1 n ',"" 1"_O" 311 I 13'-6" 6 3'-O�' O , 3'-L" 4'-4" , I4'-4" 41_4" I C' 1- I 1 -_I TO THE BEST OF MY KNOWLEDGE, °� " n ` ' e "• �,✓ I JUDGMENT,ENATN THESE PLANS AND ts 1 11111MMOMPIM I () 1 �n ® O I O SFECIFICATIONS ARE IN COMPLIANCE i I CONSERVATION CONSTRUCTION CODE 51 �y I WITH THE NEW YORK STATE ENERGY 1 L O ;fl S. I S. i A LIM ii .1,t° i.":��-1+."..i.r .. ��. 6 , .. =..-..71„:14-0-\-&--. �_ I 014'-0'r 6-0', 14'-0' I 2V-0" See STOOP P1.A.. (This.lSh�e 3 ) 63,_O"" O SCALE: AS NOTED Pr " DRAWN: J.T.D. A-A ;: SHEET � FIRST FLOOR PLAN ,E2NO TH1N„” � � _ SCALE I/4"= I'-O" i ei ri i{'�;III 1111 a r dm IHItAIINIDII riO OF 12 SHEETS 1 e 11' REVS : BY: EMI 11111.111.111.1111 11111111.111.1111.111.. 111111.1111111111111.1 11111.11.111111111 --IIIIIIMIIIIIMMIMI� THESE PLANS & DESIGNS SHOWN HEREON REMAIN THE PROPERTY OF JOSEPH T. DEPPE ARCHITECT, P.C.. THEIR USE WITHOUT WRITTEN LICENSE IS PROHIBITED. i F' P (2) Clear cedar 5x12 Birders Or t.-- IN/ shaped .oils. U* >i, Clear cedar 2xb's ft, ib" O.C. IN shared Ils. %_- ( , i I2,4 Li , _511 1 , adv=, a l 1 i 1 1 =:: II 1 !I H Iio ciri> iZ 1 LI! IIi 1 1 illIa c) zi Fik L. eb v.) f_. t,. ra/ y PI 4:i KYLi6HT SKYL!6to ■ � � 1 J 101.1 14 1fl1U J noun u■ . '' i � ;1<e6:: : � .a' IIIIIIPPIPMIIIIPII 'i<YL16;�T s 15KYL!C��'T' 1 ? IN*4° ;... � ai / y_= - I11. i fl IllII d ' 1 � i I� ( 1 1 a 1 If III 1�l INIIIIII.11 MINI WC f ( i�+ 1 tj' ....11111.11 _=id I I ? MI l III f T II i I0 t dZ PU CRIMPM11 , l a cm. i ( ! ' 1 ,_.!..... LAIL, MI 1 „'„,,, -1- - =,,- - , — ,I.,--._ ,...w., -........„...: ( i 1 1 I 1 1 1 ,, , 1 1 E, I _ ,,,, _ ►. I ' 1116�■� ■ cs %F _ m li - - I �el aailsw ��l��■■ I— iii ..... * 3 ��• r . . NM ss ■IIiallOM ■• ..,,...,,,,,, , _ ......,... ,_, =1111111111111110101 ' ....., , if...,0.....1111..-01—.\---i S ,.- I1 4,,.... _Slo ed Isur - Sloped■ ■■■ Geliingl ______ -1 MIN 41 IBM �I y .D Ge? ne� 1 NMI 1 - ifl v 11, .s 1 111,i, ' I 14Ao I 631 • - I, "N111111so 1 11111II (-)<))))tMIMI MEMLIN�td ti GLo S 11 2'EN P 211 Airspace = /y r �/ ® (��) - UNAUTHORIZED ALTERATION OR ADDITION TOA DOCUMENT BEARING A LICENSED ARCHITECT'S SEAL IS A I Min VIOLATION OF ARTICLE 147 �; �■ j ARCHITECTURE, SECTION 7307, OF O THE NEW YORK STATE EDUCATION VI \ 1 j' O Lin® of I q■ f:_ k� LAWCOPIES OF THIS DOCUMENT NOT t L ��?� O�f� "` — - BEARING THE ARCHITECT'S GREEN h N « n°•'�'v. •r.�" - INKED SEAL OR EMBOSED SEAL 1 ....... maa,17111:17 -�■ ✓ 'i '. - nunamminim SHALL NOT BE CONSIDERED TO BE ��`4 1 � A VALID COPY. /'1°COL ....., ?hss� ya et \ ,r. i3EDiROOM 3 .�. I io ��D(�OOM 4IH- __ _ ��m �, 1" � a. ■ CJ-0- i _ MIN //11ft )x' `�\ I c�.,'��pN�T, O��b ��J`-. e1 >. 111-811 \ LII/q/ ".. II it—. 11 I I5I-�II� en I _-. _ ti, a`..�d y—�"' iii N L""iFRfiR//� 1-#11 I I ---- _ V1 iDE1r14 Aq Mak NM - �SIoped1 s - sloped--If ______I NUM ___Ialai i or ,'q 5'-611 I 3'—o1, I 31-6111 4. ,2=0-17.11,I' '1in=I-O" '.. 0-2015I-0" .I-®' 5I.. II _ - J ..---.--_- - OrN`Lilic r-- ' j .� DTOTHE BEST OF MY KNOWLE GEOM - • ow ii` Mi 41ssi�slP �r ':?rPT9BELIEF, ANDPROFESSIONALJUDGMENT, THESE PLANS ANDSPECIFICATIONS ARE IN COMPLIANCEee�nd ��''11�� ", 1 WITH THE NEW YORK STATE ENERGY {♦ lam_IONINIIII II I♦�`�IIMMINIIIINIMII _ �3 - l CONSERVATION CONSTRUCTION CODE Pir I 11111111111111011111111111111111111111111111111111111k IMMINFAIIIIIIIIIIIMI 11111111111111111111111111111111111111111111 s 1 1-- II I... I �=ba J DATE: 10/12/2012 I - 41 i . ISCALEIASNOTED 0 U71--Oh rtz DR/s1�S: J.T.D. al SHEET v- SECOND FLOOR PLAN at-TH tKllllt4h11 rl SCALE 1/4"= II—OI1 ,, illl 6 .oil111!1 vi 1111 , 'I}fNIhgi aIo' 0 4 SHEETS 1' fREONS: Y: 1 THESE PLANS & DESIGNS SHOWN HEREON REMAIN THE PROPERTY OF JOSEPH T. DEPPE ARCHITECT, P.C.. THEIR USE WITHOUT WRITTEN I I 1 LICENSE IS PROHIBITED. I A-A`' 1 6-1'-b"" 3'-b" y 13'-O'" , 20'-b" J 17'_0„ I�- I_ " 5'-4" Ip '-2.' , 5'-0" , P U in I ti i - - I ' �, �" is l2'-2" in 1" I'-'7%= *' „ I n Z Dowels @ 16 O.G. I 0 z I ' /w/s i '' is -e__0 ' ---,,////!!///H/////H//////o..- ..z.//////.•.w ////.#.4. 7/!//////�H/H/H//H.,- '. I r -7 g°3 U a , Dowels ® Ib” o.c. I �I ! ° I I I ' -__` �:. �. , a c1,1.,__Iel— 1�///////H!///////!//////J////////H////////////////H//HAvre////////q ': 1Lli Vt. IDT Ifg L fg Z I . io . • I 4" slab reinforce_ with •1111 I - IJ..= I-- • • f 1 c\o #10 bx6 W1dM / I / in I I I 1 /... I .:. `� litilinIll < �e I 01 CO I I Beam Pocket I I :• ( !Seam Packet 1 : � 4'-Ofill;,1, : L _, VI kik (Very) -'. L )_.`:`110x1 STL 6,RDER WIOSTR _• — — J ,1r r- %/%////////////L////////�L/////////�///�///////q//////,w7////./U////// _WA', . &4, 1`—. L oaf ' ,/ 11. ®ul �o �' Beam Poc--t _ - - - - - - - - - - - - J Beam Pocket j `.;\ T = P — I (Verify) I 4" Framing lege CNP) IL (Verify) I .. r a4 <,_9 0— � t, 1 .-0.A 1 ='-4" f I Ib'-2" I1'-4" �1 b'-E" I I /► 4'-4 ,► , 4„ m lir / 1 : ''1 ' LU51-0"x 41-0" '111b I i I P '�G �� O I I �� I \ s, J 14 1Iab ei arceal`i�ith _ i �!fi� > > ?'I I Pip �r = L , t.'• `:: ' ,. .Bi \`p,, J - - / . !6x6\ M 0 n illi = -� -� ^ I /+.. �� @3 •00 `1 in �\ m I in 0 5 I iirofVI I : I —dam House foundation- ., e ® I -y I I , ': I ii/i/iir!i� Hir/H /i crisyYi i i 'ice/ %did f'J )) iri I IMF I " 2'-0" 4 •��`' J 13'-I I" 7'-O" 14'-O. �_6 1 1 I = — - - - -- --- I. ' 0^ 1 Prr7 ; ,, 6 3 I6 1 y I 4'-4„ P/I,_Q"t I 0 , . 1 I ,I, Fowels 0 Ib" c.c. -.I; I I -o• • 4 TOP OF FOUNDATION� ,4 / r - -I r - - -0�' I 1- - - -, Beam Packet j < + 7-4 a-G. I., ' I /.,® I (Verify) I-- I /•' DOWeIs ® 1. .. - I .„ i 6,_b" 1n I '" I • I I I : / t0 V�lOx26 5TL (SIMPER I Column I Nil0x2- STLRD_R Go limn iiii�Hiiiiiir�ri/H.riii/r�ii�iic�i/ilii+yH//iii/�irr�ii//iiH�iry/ rr�• i►riiiiHi/. ;. _ - - - _ I r: I I -.- • r `.• .� _ b"x I6" reinf. cone. Line of step above / I I I :. l -. - , _ -' — — — — `� Peg. w/ (2) *5 rebar.—� ,.: L --- I L —I- J L —I._ J ___7_,.,_ - I ( L —I J ' 1 i 2'-2"1,:,1.0 ,d ,41,_�, . I 21'-b, �' I cELLAtz -'-1I I I I 1 b ° Jr 0 ( - I -" slab reinf,rte-- with �, i I \ I '; 1 . 111 Ealy. Q sly* 6x6 W1'#. ::I I { I Areaway I I I '. I I STOOP FOUNDATIO I 13'-11" -r'-0" 14'-0" 3"-�" 2'-6° I '. 1 I I m w a/km .%0 ( Q SCALE I/4"= I'-O" 4INF I % - J G I 1 '::' I ' I „ 12) _ V "YHA`:.5►//: I I 1 ? ° • NOTE: See FOUNDATION PLAN for location. 0 :. 1 _ f--\-- I I Golu .r Column i— \ I i dt 1d1Ox26 5TL 8IRDER I wlOx26 STL I1�D s� I 1 IJ .y .. + I I-q '7/6 ff I I I l0 1 /..: _ ADDITION— / Seam Pocket I J r / I I> I Q I I = O UNAUTHORIZED ALTERATION OR (Ver!$ L - 1� I 1 L JC�i1' I - �At�t�te''E { _ {cn A LICENSED ARCHITECT'S SEAL IS A -1 Line Of / _ I I ION TO A DOCUMENT HEARING kti I._- : ( ( I Ghimne Abo 6 —1 1 :. n (Unexcavate cl) n Aik VIOLATION OF ARTICLE 147- i y I / I 1 AHF. NEW YORK STATE EDUCATION / 1 ARCHITECTURE, SECTION 7307, OF IIir I I `r :•*+•••• ,eve _II { #. 4" slab relnfarc with 1 {.� I I 0+...V.-,--4:* r >1 , ( #IO 6X6 losYIM I LAW- I( �'��+' �s _To I I� ' I COPIES OF THIS DOCUMENT NOT •71 I BEARING THE ARCHITECT'S GREEN i- 1 f li s• gio .- 11 �I' 1 INKED SEAL OR EMBOSED SEAL I \ I :+:4:* :+ , I — _, I I SHALL NOT BE CONSIDERED TO BE E ♦ ,r.. + u , „ " / A VALID COPY. -J. �� 3'-O"x 4'-O" '- � � 1 ,,r _ -O a-5 e+inf. 12 Gone. 0 " CC 1aJ1�— / _ block c imne (#5 vertical I rebar) - i I m 4, • .��: / Egress 1§14,11 I -r.•r•. h'•Y••.S•f•�.. , i� 011---"x , n , " t • { - ��,_� * f, — — w/ Ladder. aWM. , , e`'r• HSI I- on 51-5" a x 11-4" reinf. cont. I L' — I v �SlE� _ED ��'S'? q :'� I I ME 1 ..�, ��or footing ( r. oar 0 6 o,c. both ways). �.. I _ 1 ��. PK T. ® E6 I „..6., .0 1, -2" r}o w r•, 15 , I 41-4" 2_6,, I �, O F. I Ol y r 1 I t'x°`�;tis$0::$ I Beam Pocket I - - 1 I 1 z "1/4-3 ' V tx.):4 :::::�°fro•` (Verify) — — a i I I �,n '�. s� .�fry / .. c I r, 1410x26 = L 611�ER 1 I I \ 111 Ox26 5TL :I ► rR ri///i///H/H//y�ii///H///Hi�I. :" _ e� . •- .5"x Ib„ reinf. con- i • e Beam Pock. I I L. — -i 1 .': : I j J 0P OF FOUNDA 0j ' ftg. (2) #5 rebar 1 (1e �` s / �. I �t f + 6'-4 •"1 (Verify) L _ J L — -J I I ' I ' �4 ` 1 13'-II" 1,_O" 13'-5„ i cv :• .,.•. : - ,...:.' OF NEW y Ealy. - _ 1 Q I Areata.< `9 I ' I = Provide 34" 5 STL dowels ® I6" o.c. 0 I 4" 5q,. steel tubae column 101 epoxy grouted 6" mint Into BELIEF,TO BEST PROFESSION KNOWLEDGE, 1 TO OF OUNDATION with 5'-0"x 3-O x l'-4" I founacstion HOU. Provide (2) _ AND (31 , 1' - JUDGMENT, THESE PLANS AND +. = r• + y -oi 1/2" reinf. poured conc. ftg., :1 I dowels 0 footing (typical). 0 SPECIFICATIONS ARE IN COMPLIANCE Ci zt•..- .F L �6 # WITH THE NEW YORK STATE ENERGY 1 + 3,-o, 5 rebar ® b°O.G., bot Ways (TrP). I 1n CONSERVATION CONSTRUCTION CODE • / / _ K i / - -: ...... // z ;♦ // iiiz/ .:/ii///// '///§1§1/§1§1/(/////, i f g ...• .:s r t DATE 10/1212012 ► 1 oeg J - C,StCl — . _J ' s Dowels 0 lb" o.c. # •0"sc 20" reinf. cont. ft . (2) *5 rebar SCALE; AS NOTED 4-O"' I. b'-O" 14'-0" 6'-O" 23'-0" 3 '� See STOOP FOUNDATION PLAN STh1s Sheet) 65'-O" Ji DRAWN: J T.D. SHE Y.. iii FOUNDATION PLANw -TH X P= SCALE I!4 I'-O'' O VIII e Illi! e dl I I I IIII fl ci 0 - -.-_..: - .....- .. , ... _ .... . 12 SHEETS L. REVISIONS: 6 I-1 L i1 I 1 1 I I I I 1 I l I I I I I I I I I 1 I I I —�■•-■_unini�mummommum io■i.■■sumo �i■�■___� _—" -■-- II N--•i----�ii.■Mii•■!..INN m-- --■i■•I_•III_■U_�UuIQ�_■uI■_I�_/IIUI•■uIU■i■!ti-----fifi uuIU�UII■IN■I■■UNu immi II.■.■p1■. mium I THESE PLANS & DESIGNS SHOWN ■ilii■■lei■I■�i■■i...■.ii.....iI■■M__----- ii■ ■■ MEMEMEIMME� ■■OMi■i■Iili■i■_ ■i. HEREON REMAIN THE PROPERTY OF .iI._i iii..ii ..iiiiammu■itis■iit.i■iiilii■iil.ii■-imaili■iiitit_..din.■iilim_u..._...._I..._i_ JOSEPH T. DEPPE ARCHITECT, P.C.. .�■■_■ ��_����■_��■��■■■��■��_�������■■��■■�����■■�■■_���■■_����__■■■� ■ ■�■��� i■� ��■ I I THEIR USE WITHOUT WRITTEN R■■i■i- ■i ■.■.01■1♦■i0■i■■ii■ ■■ii■i■■ii■■�■■Iii■■MIONI■i■■MMIlli■■ it i _ ■ �ii�1.ii� LICENSE IS PROHIBITED. ■ niiiaii■■ilii.■■lila■ii■l�■i■iiMi■■■■��ii■■■���■ ■ ■■■■■i■■■■ii IMIM it iO �MINOM■Iiiiit � _ ■■mow■■�■Iw■■� �■�w■i-i■i■�w- -_���fll��i�i��w�■�■i■ii■li■�-■■■� ��■i- �■■■■�■i�i��ir��-�■i���■������ii�>t■i' _. �i�■moi■i■�■■■■■i�� �i.�. ���■■■■■■ ■■ �In�on�■���� ». it��. ��■��■��� �>t�■�■�■■�■�■■ I '����■—iiii�ii�i�Ii��- �i�i�■■�����■�■■��� ����i��■����■Wi�► �� -�-�u-�-�- �■■ - ����u���■��>t��■�------- -n�� �n�rt�n��■���i- -iii�/■��iu�-�i���- Imo---ii- i � 4�n--- i i��i viii i �ii■i.i. ini i �■_ - - - - - ■�t��i r■1i��■i ii�l�iii_ .,��� �����■�F '11.1.2111•11111111=21111211.1-E-� ° �M=MMI �i ��i ����■� ���iH���� �H i� �__ i■�� aiH�■�����iii�i. - ■�� _���r������ ii �iii� il u�INMEM�i���i iii■■■■■�niiiiii�Hiiiii -- ��ii� in��uitiaii�iii■iii� E i■ Alli �i11;11:nil mora��Er��� I M■■■■�■�■■ is =-- ifillMi i����i�liin ti.01.0-0�t•11��a-_ �_ f4 t• 0-008 0H0�■ ■�■■ 11.11. �t� limi i i i ■■ iMmom Vis■ iii- - i miiii�, I ii■imii■mm■ii�N•■•••••■••■•1��1•1•■ imiTit _-iiiil•iiiiimili� ii■ni N_Nnii�■ili� _ 1 -•iii■i�iii■ii■i i■i■■mmERN■_ iii■ i■�iii�ii�i - ��-� I ii■i■i�iiii■�i��■i�■■� ■��■■��■ _I �■��In■■I■ l:i� ��■■��■■_ �ai�■■■■■■■■ .■ �m■ii ,, _ia� mi■i�� �i�i■�iii�i i� iii �i ��!!i- Nii�i i�j�iiir�iin�nii�iiN��i■�ii�i iiiii■iii�i - - --- - -- mom- ----- - - - --- tel , - - -- - - -■■ mi i■i■■iiimia- /iiii��iioii� ■i.ii■iiii_ii. - i■■i_I.ii_i. .�1i■ -It �ni���i■i■ii in�ini ■ ��i iH - - - -- - - - MINI-- - - - -- - w 1-- ■u>.i __iin..l••i•iitiEo■ii_ -.■u_■�i _ ■i■--- ■■�■1•■■1•■ !!��ii �iii�ii iI ii��ii���iii� --� ���iii� i � I ■■�� ii��ii - - �I raIi�i1.-011. -_ ■limmum i■■■m■m ■ iii-o iin■ii• ! i•ililIf ii ilii M�.1iiiir•nili�iii■s to ■tom i / iiiiiiii � i u■�i i uiii i��ii- -_ilii- -i■i--■-.---1 1 m 1i■i■ii ■i■iii■1 1 ' ■■■ii_■i■ii_■II I iiiil■iii remaceagassorocarsamarsommaeressnamseensegamairisammsmareemaammerisaffssamomma REVISIONS: BY: Z II 4 I. I Irr tlm ' 1 ' I ' ; ` 1 ' 1 ' 1 1 I 1 I I I 1 1 1 1 I I 1� .�= Imm Wm _ Through Flash w . THESE PLANS & DESIGNS SHOWN �� iHEREON R^` OF JOSEPH T.EMAIN DEPPE ARCHITECT,THETY P.C.. _ __ _ / ` THEIR USE WITHOUT WRITTEN ammo= I/ \ I LICENSE IS PROHIBITED. _ /_` 10 111ii.i��iiii.1tlii�.M.H. I_ 'IMO__,�itHi�■i■11i1.■4r.MEN _Z.ZTAINIEI ■i1Ii�■MININEEfilr /' \ �Mii��■iIM�i1�MM■ii:Ali■_�Miii• ii•��iil� Z�.�_.I�ii�Mii ori��' \ 10■moi•■■■iiaii.i•i■it01.iiit■0 i■i I Hi■■H■ ����lii�iti'1liriil•RAIA' /' `\ IUt•■NII■UU•imUf•MMit•u 1�iii■MMN■��� ■�ii�■��i■IIi�■� MnMIII�._ ■�CiiMIMiiiii•E■i►. • \■■ii••i■IEU�- i`iliiiiiaiatiaiinlauiiaiii ___.�._Ii■�iM■■A■Mi■W ‘�i.11.•11.1iit1.i� li■iii■•i;i■niiniiii■i ■ilii�ilii■��■■■■O•��i■MI�iii! 1 `TAM :l i••■•■•iiitiiiir - .■�0■i i■i•Miles r.i� • i.1••■lin•■iM�■■II�Mt- 1. i 11CMO Min __ZZ.i.lit■ilMili■fir ' ` liMi iniiliNEMMI MMin 1•■■N■i■■■■`iH■iMi•EMIlliL.m`r'ZZ�I■ ■iititm■r /'� 114. 1 mitmmi i■ummom•ii■ ir■miiini•I•iiiiii■�•�_�.Zi.i•�i■our / .1111 _ ��` Ii■■la■1i■■m■0■■�■•■imli■1■i ai■•■ii••i� M.tiit•l•■�' �' a ' .„1, Ii■■■.ilii■i■•i■■•i ■iii IIIIIIII1r.i. ,... , _ — Iii■Niinmis .—..— -_.m...,.. -iii■■•■P ,, i�li�� �11.11111&L - �� i - _� _ r , . ..,,„.,, ...... iii.aim■� ■ii■■mumi��ii■■iii� � ONIU mai........ ns f2==== -==MMEnswins -, SII li■■n■m11i■i■•■■ii■�■■iii.wilu■n.i• ■ a■i i uu ==r 111•ii ■■iimMiliim� i�iiliiMiii-■ iiii ii m--a—— _'C imimaiiumumm ii i•iii� Ku _ �" _— -li■iiiial•___ _ iJ•i••■iti- =r .•� It wa 111111111111 MEI ._1'________�__■■ 1■ M. MEM )/ ‘1_ M-k--1— Fji___-Ii—II_ ,______iii''__ .1111.1�.l. MEREMO 1U IIMIA / 1 \ 1 / 113 \ 1 ii / 11 \ME 1, I__ —a_ —rr_r_ .•=rmila 65...1 - O WI - z—= arImmls-.=�Yrrs 1-► : �.��a == ,.... — __�N .,=_�� Jr.c5:- IIMIIMIE qp ' l Yom+ c+q4� CA{��ir �y __—�r_rr_ ' re__ 1-1 ►-I i_ _ter_____ 1 g i i URIa V t t . U 6 14 SOUTH ELEVATION I � 1- 0 1 I I m 1 I L L I I 1 -i 1Z-. 149 1:=3 P I 0 ff: ri . a V get g !Roots, KO"Chateau Serles,"Drlttwood trey Asphalt Shingles Gape God Siding, Ixe Stained Horizontal Beveled Gleor Cedar Siding k Darn Siding, IxIC loatntsd vertical I'Ine Siding Mod). 10 : Trim(remota*,friezes,rolling*,balusters,casings,etc), MU/palmed wood or synthetic mood Ylln_?ows I !Poon(Sashes,mullion*,nmunttn.,pone!o). Y#:ite pointed wood or synthotic wood (tarn dors,Dation type with skiing to match barn) Chimney.,£hoops I Steps, Brick $ Um 1 Exterior Door Hw-dwara: Brass or aroma1 ..ice_____ .__ZZZm �"l Yi 0111111.111111111 12 7. ^\ MIIIIIMIIIIIIMIIIII . _ __. X01 �� -----Z- / _______ . ____. // \ `■■i_�■iiii ■■■ii�■i■■■•■i■■il•■■i■■•■■■■■•■■■■■li•■■■M■I.1■■■t•■M■■■■■IMM11•■■ii M■■■nalli / i�Mi■��■iM•iiIMitit EMIMMi M■ii•I.i�Mit�i itiit�MI��Mi- _ ■iiIiii --_ ii--iu ' .- \\ •\1111iii•i■ii•Iii.•I••••iui••■■ii.■■ii.iii!.i.iiaiiit..i..i•i=B`i. . 1 Nominu�ii ummiu t■mi■ii�■ii� �■■■itiiti■ iii■iii■■iib _ iii■■■■■■■�■�i_: ■ � ■ri-i�iii•�■■�- i•■�i�■i�■ �-■��.. -r`� `���■.�E�■ ■�1■�iiMi�i■ ■�ii�■��i�■�Iii•IMiiM■�ii�ii�iiiii viii- --- i !�■�i■� iiiii�ir _ AI■1■1■1■!���1■1/' - \■moi■■■>I� ii�ii�■i■i■iii■�i�iii�ii•■■ii■•■iii•■i�iii•■iiia■i•ii■Hiiiii�■ I - : - �;, WWI AUal%ii��EIr liti�Iii��■■i■■■■■■■��iiM�Li ii FAI-� ■ii ��/ pier AIIIII `������■���i����■■ ■■_■��■■���■�i■�i�■��l�_�ii�ai■��Me _ I- UNAUTHORIZED ALTERATION OR ' // — ■���t�•■ ■•��i■ ■■�i•■i�■����■���_�i�■■�■_�■■■■•■■■���■--- ADDITION TO A DOCUMENT BEARING ■ri■.1■0■111.■�■■-0■•iii■•i■•■ii■�■•ii•■i■iNS■tii�W■_ ■ ii• A LICENSED ARCHITECT'S SEAL IS A i/ / EENIII■■•■■■■■•■■■■■•■■■■■•■■■■■•■■■■■0■■■■■t•IIIMIMM ii■I l i li■ii . VIOLATION VIOLATION OF ARTICLE 147- r \ ■■ ■�11■i1=111..■•.■■��■■1♦11MEMI■��M■NIiM��NMI� ■■� ARCHITECTURE, SECTION 7307, OF THE NEW YORK STATE EDUCATION I ` I M�i�■■1.i ■■ ■ ■IIMMM�■•■iM■M IIIMMI■iIMIii i■i■�iiii Ns LAW. \_1111■■■iei■■■■ ■N■iimii■■■s■■ii■ wisimmi•_ ■ii•�itii ii _.■■—.■.-..■_.■.-..■-.■.-i�i ■-■...- COPIES OF THIS DOCUMENT NOT i' _ BEARING THE ARCHITECTS GREEN `1•i�■i■■1.iii■•■■�■IMii■iIM■ii■MMIXIM ii�■ui __ iii=r I I INKED SEAL OR EMBOSED SEAL SHALL NOT BE CONSIDERED TO BE \\t■i��■iii■■■ice•■�■��i■■�•■■iii� �i A VALID COPY. � ■�ii ��■i •■�■ii�ii ��iiti?■_�i���■iii i i ��■■■i�■■■■■•■■■■■�■■■■■�■i■t •i1��1 .�■ � . Ll —.. /J —�-•■■••.EIM•■■�•�EM•■M• --y — -=_I - ■IMI■■■■MIs■■itMIIMM■MIMENIMI■■■iri■ I ,,y.�ill 'i/? � ■■ice■■MIINIM tili�MMEIMMitii�■Ni c�` ti% r :" ■I•■_■■_■1•.•_111•■••.•I•_._i■.. %tp4 pH T. pc,� ©F ,�Cj y, I i1 —r'i -- — I $c %.ti�A Cill 1 ��� Wail 64 1 MIMI III III 11 1 1 ► ! I I 1 !' I I r I IliiOhiiiiiiiiiiiiiiiitiiiiiiiiiiiEl Ho — – + of�w '+; IMME 1II 11 I I I I TO THE BEST OF MY KNOWLEDGE, �— i I BELIEF, AND PROFESSIONAL , JUDGMENT, THESE PLANS AND �- WITH THE NEW YORK STATE ENERGY ' I I I i� li III a II SPECIFICATIONS ARE IN COMPLIANCE I '— CONSERVATION CON TRUCTION CODE ril I I II II�IIIII IIIIIIIIII'II�I DATE: 10l18/20I2 I I I I I I '� SCALE s AST: S NOT® L / - DRAWN: J TSL'° ' SHEET _< NORTH ELEVATION If "III f to r-I11L 1 // Ll i -® L -- 1-- I I ei t. tun,'di •d REVISIONS: BY: , mmmmmm THESE PLANS & DESIGNSS SHOWN HEREON REMAIN THE PROPERTY OF JOSEPH T. DEPPE ARCHITECT, P.C.. THEIR USE WITHOUT WRITTEN I I LICENSE IS PROHIBITED. • . - I ' 1KO, "Chateau Series" Asphalt Shingles, !S$ Tar Impregnat®d Felt Paper (TYP) 5/8" GDX PLY (TYP) ^ Ridge Vont (TMP) +52'-.0 1/4"± 1I„!„ r' 111111ImoI . Ridge, co . I i , . - 2) I-3/i-'ia 20” { !i --' LVL R . �r d, I , i■■■■■■■■��■■■■■■■■■i■�i■.■■■�■ ��■■I i��r x,30 ►II ° I�iiiniiiimoiii�miii■iiii�iii■�ii ■iiii_ ■■ii�iiii---- 1.1-'11! too Li ii ..i.i.�.. ���_ - - - iii= - - - -- - i�■iii.. _ -����� �i '� 14 I --mim- -- . .B u 3/4"x I c II T 1I■■■■■■■■■■■■■■■■■ ■■••• I ■I�■■■■■■ ■■■I■■■■I!� ,1 A. • • • ��`,, ' P �n1i1���1i1�1111ii.111.����������ii����I�M�NTIN �IMI����IN 1' - - %� �2�c8\GJ s ® Ib O.G. ♦�♦�♦�♦�♦�•�•�•�• ��� i! ` it i.'�,� y_ . I jf �r - md'""� LU l ill �■■■■■■■■�■■■■■■� r 7■ TM��������� �M�k!+�' v2" gyp Bd. PLATEHT.. fg iiiiiiiiiiiiiiii RASIONS: BY: I ® THESE PLANS & DESIGNS SHOWN HEREON REMAIN THE PROPERTY OF JOSEPH T. DEPPE ARCHITECT, P.C.. THEIR USE WITHOUT WRITTEN LICENSE IS PROHIBITED. jnri11111111 ILII 1 1 1 1 P sZ U >,-;a pe c,. a N- ILL1 igol Et .,,o..-:-. fd U ` ' ll j , wens;:e,ts+. sin I — 111.1111 Mem 11.L.- ,--').g pg. 8 24, ■ i —!I Toura--zmiorimiti pm •.1 mi--im----: ‘ 1INIiiplreIU1111 111VI ei-' 20 < 216,',i J-- % (olLai a co p N. slop 2x160 !VO.G.We , �f figu jete ,,„:.1.:4;:1: it trZ i- ki„,--, P li:%••:1;••:),:ik. . u . , .., _ ,,,,,, i litioxiii ,,....,.___ v, ,, ,,„„,,, zi n ; 4 ,,,, r,,-... ei \ L , k _ .....„,,..... m _T__ _ ,.. 7 IIIIE.1 ......: ,::,...,:,, SIAM tII .._-I ___Ili ..,„„.., .:....:::, °. ., ,.. •••• „.,.,:,.. , ., , 00 , al .111 .,,..„:„ j ■ illit _ I tltimney.Pr- -• ` „,b . 0 E G1 �zb Sat i - — Ir¢ming p� p:Y !tITTIdPI ll II i�' "' t liii f' I 11.1111 I 3xio is 1 °�4 ll k 1111 111111 III ', '.'1�1 pP :ifgR I� ■ �I 111 I � a l 2x10 Pk ��1a� ll�►I�I�� ■I # ■I'll I.I 1 1 IIll'1 IIIII11w11 i U . _l____ IIT SMI 1•1111. 1.1.....■ ''� Q■E1 i � ■1111 II 1111111. 11 1.1 -_■I II I iI'ii_ _IIII UNAUTHORIZED ALTERATION OR �iflY� f'-rI thirTM1 �II` ��+ �I ADDITION TO A DOCUMENT BEARING �11-A I_„■■ A LICENSED ARCHITECT'S SEAL IS A !Lit. TIONOFARTICLE r:�II ( I I ,.I' ITECTURE, SECTION 7307, Or^ATEW YORK STATE EDUCATIONe ROOF FRAM1NQ PLAN hio— COPIES OF THIS DOCUMENT NOT BEARING THE ARCHITECT'S GREEN INKED SEAL OR EMBOSED SEAL SHALL NOT BE CONSIDERED TO BE U A VALID COPY. ti q, fsisli4 46' 1� K' :,:. � ���. A 4uV j Ae Sri 4.-2,('lam ` f 1 '541 f �'< 9p� OF NEW �O • TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE NEW YORK STATE ENERGY c • SP 3 €5 CONSERVATION CONSTRUCTION CODE DATE: 10/12/2012 U SCALE I AS NOTED . iI DRAWN: J.T.Y?. ti I SHEET Pi 1111 ti till 1111 C ��di�iHl��. . - 01F 12 SHEETS L REVISIONS: iI Y: l t 1 • THESE PLANS & DESIGNS SHOWN HEREON REMAIN THE PROPERTY OF JOSEPH T. DEPPE ARCHITECT. P.C.. THEIR USE WITHOUT WRITTEN I I LICENSE IS PROHIBITED. 1 i_ a C N 12, di _ L _ C 7 j O �s , 0] Ie -.2 al a e .s is�- e ® O C as p 0. 2 L Q@ ppIn _ 6 Z L s O �4 q �� V ►: V fC c Ul a� .sa V� Irl o x 4 x %: X c Ec j xec - E#f. ve�.c cu laimi �3 ` 2 6 621- O L° ..0. 1, 0 - - A1- @ d _ ea 14i m x now mll_Sa t ; m nE>ei 4 I,i e1 .....;„::...„... . w c� `�-y x ►: iii - •.!:;:; # I L La ti3 as �� ri a ':00! .. 0 I! II_ c M-1 IiiIi•"I��I .moi•ii-- '� ---�•t >.>----• �I,QMu.�! ilii• y :� � ,i,i •♦••••♦•4�+._. ..oto'-.v�• ..••'•••ri::::••♦••♦♦♦.•••♦••.irw...:•.. . "r '� >�e�e����• -------•♦!>•4*4<•e'<!c••••••,•••••A :•••••••••a e•..4 00••••s a !e•�•!•�!e 04% •I• �i -,04►i- -44..r.r4247;..:4;:a:;.*•3i►•i��•i�•:a i;•i •iiiO;i•i• •-•7 i i i i i i•-•-7 i rlit.•i•••0 • ►•i:♦-♦.►•°i s•••-•°♦•♦,•-6i!p ••••t•6d° si♦•-•to•ot 6•••°i F♦r°i6s•i 6 -^ :`t' �° r� ..O�••♦♦moi i�•O • • ♦ ••�►•♦ O ••Oi�i♦ ♦ ♦♦••♦O♦•♦♦•♦••••♦♦♦♦►♦♦••Oi 0i ♦••G ►•i•:•i;.•• :.: •• •O••♦0.00004444000♦•♦•1., •:•O.•i•O♦•00••O I ' 4.. `� i♦♦♦4♦•�••♦•♦♦4. i�♦♦ ♦0%. 014•%t••A0�►000••••O••.4 ski••••i• 4t. • ••••••••••iiiiiiit►•iiiiiiiiii'•/ - ♦♦♦ ♦.•.♦.❖....♦.♦.❖..❖.•.❖.❖.•e•...❖.'t�♦�.'•'.�..'.•♦••, U. )j . ♦♦ iiiiiiiiOiii•Oiiiiiii iii♦i•••♦•�•♦♦♦�•••♦�•iri•�••••••�� I i I! •4.•••. ►••!♦.r•rr•rrr••••.r••••.r..rrrrvrrr•rrr r•rr•r% "00 • O At •• .•-••0• 90 ....Oi-.• •► .••♦•.♦..•♦♦ I Oi• ♦♦•4••-.•0000•44• ''••• •••••••• "•-•••" •••••••' ••• •••••• ••••••♦ ♦•.♦♦'4\•\\ \ A•0- .••• s• •♦♦♦ •• •♦•♦♦ •+►•� •S► 4•' •rf•0�•- ♦• ♦ • 0•*'0 ♦• .• ♦..-.Oi♦•.♦..•♦.-••.--••• ♦♦.• .w.••.:•.:•:•:•:..•...•:.•:•:•:...iO.O�-...:•.•:•:.:f..:•..•:•.:.• !.•.404%• •;!:1T °*. M.:i••00•i9 ii••00♦ii00•••••S64%•♦O#s••.0••••:••••V..•.8- I ,!i• ♦'�♦-N.�•�J•� ••.�••�► -.-••♦• •N•••. i-•�i•0••4 ♦9-O.Oi.•Oi-.•••••••-••••••••••••••••-.••.• . .8 ..•-••>.•.•.•♦.••..s-•.♦♦..•♦ • • -.• Oi-.90+..•.♦ ... 0 ♦. •.♦Ot ♦ • .- 00 .♦..-• •♦♦-•Oi ♦♦ ♦ .•0 •0♦M9`♦•900 • O-•O••♦•i►00••O• •••.•♦•-♦•-.•••-.•..•..•.......-.♦......----•••►..-.•.♦♦-♦.--..••..♦-♦•.••.•.O.•-•ic•i•♦4 -•• ^." Z .. --I.•• • • • •• .O• O••:4I. :•„•i � ,. i- REVISIONS: BY: N`T,S —� 10 mom. 1 I�... -71' 561-0" k 11'-2 3/411 12'-8 1/211 111-2 3/41' Iiiiiiiiiiiiiiiiiiiiillailliftliiiillillilliariliiiitrilial. ■■w■111■113■111■11w■■1■113■111■11w■■1■11_.111.11_■ _ Bo�fQverharlg THESE PLANS & DESIGNS SHOWN I II ` I I I I I I I A lIIII 1 I C I I I I I (I I I I I I 1 l I I 1 1 1 1 1 1 I I 1 I I "�"♦ HEREON REMAIN THE PROPERTY OF I I I I I I I 1 0 1 1 I I ( I II I I ) rf 11 I I I I �_ I I I I rI f I I I I I l i 1 1 1 11 JOSEPH T. DEPPE ARCHITECT, P.C.. 1 1 I I I I I 1 I I l I I I I I 1 I "IlliI � I 1 I �. I I I I r I I r I I r� 1 f' THEiR USE WITHOUT WRITTEN 4 l II l f/ -a -----------------------_. .1 , -- LICENSE IS PROHIBITED. rl � 17 Ti 7 Ti _� T 111_ i I1 I 7 I I 1 I I 1 l I I I IIII 1 E -, ------- --- ----A‘,.;,,,_,._____________.---- --- --_ _---- -- --- _ I17 r (2) 3x12's birder shave a� b�c6 �'T Post �`-. I I I I I I i ( I r� 1 11I� % r) 1 �l I 11% -- I -~ I L_I LL L� L L % L L_L1 _ 1111 ' I 1 ■ MINIM ■�P■w w:1; 1311■ ■w�■w i�.�■ Nw11 w10w11■u1�lA■I�! (rrP) t 1■11w0111■11w■ !■ 0111■11� �1■11•■11!0113■11!011310/11113■111■11w■111■11w0111■11 ■1111111111■111011•■11111.3■111011110 I I Q i = _ ■�Iww■■1ww1■■ ■■■■■11011 �■1■■>tww■■■w■■■■w■■■■■■w■■■ww■EIww■■■wI■■■Iw■1■■wi I I I I - ; ‘',,- - -1 _ u (V51 il ,f, ♦ ♦♦ ,',' `♦`♦ , T - --------__----- --.— j ` 3X12 4 cis '1' „ �I , , �1 — —.— :---- - _ — �`�Babe-!e � ---- - �I j.., ` ♦ . \NIto .1,---e-- • 1 I I''', . , c/\/J• ,•'' j''i ♦`•```♦ (CR'1�! ` `,♦� -'1 ____L-L��- 1 r `.I I 11 I \•1 _ - • I I ... r ftE- l V ♦ I I 1•\ - Al I I .\ ,f4�1v2a3r, Y /91+1261\ 11 1 1 14.n , 1 I Alpf� I \\` n `fl • lm U U Ta 11°1, I = I;Et 1 '' 'i `,`�`` 1 I \�I I.:16) 0 I �' R>.'R<SHOP_ I IPA I - li cf �•/' ,' `♦ ``♦ I ' ® I 5" ReIr' anG. ala �I i' eAi 1 I 1 ,' �' ; _ I I-3/4"xi4" L'/L t�%l &- I 1:: i P - h �' J _ _1_ 1 y -r-- _ 7-1— !--n— '- —T -,-_ t-1' ------1 0 o EAST ELEVATION SOUTH ELEVATION _ LLL I i1 - r� ill SCALE I/4 I'-O" SCALE I/4"= I'-O° n .,.r 6 I� — '` i�(.' c`a` 0 raIry 6x6 PT Post _ ...._. _____. ._____ _____. iT 0 Ig2+ b a t ��-1{- • ,2) 3x121s birder above ( ) ,l: .Er E - Batten Barn Door ' ' P � \ i - L.LI U.c4 -• L Batten Barn poor q� E ›, . . \. _ ,,... „„, . = 5 e N Conc. Apron Z 1 1 1' 111-2 3/411 ,r 121-8 1/2 1I'-2 3/4" Z U - ke A. A. ^ f • / 361-011 / 'fie Pe .9.41 '- J $ ® j I 0405 p � I 0 ��� I �� __ maw.... C14 <3 a, L:a I U missim•■ uni i IIIIIBw■I ■ �■i80u - imam I I I I ■ ■■t■m■■Bl•■u8•u•uiu•a• nommiv�■� u■ml�ii�wti■ �_ iili i �� mw�ir ■ iiw��iiea g WI - ■311■■■�■ ■ ■ ■u11l11i3■!■■311 ■■wii � � ■■■11 rUm � ill11��l111m�!■ice■■■■ ZZg `�„ ,, IMI uI I M A Iii�TATAi■iu� 0��iQO■i I i ■moi■ � ■ ii■ , „,' 2 ig 1111■■ I I l MENAz i==* '1—.1.6 I w■11 . I 11011111111111111111111111111111111111111111111M1 I H II I I I1 I 1 .■■M0I1■113 .-g9■w .■ .1111=.■■M�■■EMS r miumii _ __a__ a_ A■ _ _ ---- W I - I 11 11 �� ■ - ■ ■- _■.III.■.■I,III■.LII.., I. 1+ _ +-t H I,I`, I I I 11�11��■�11��11�1111 ■ r � IKO, "Chateau Series” Asphalt Shingles, kft$ 15# Tar Impregnated Pelt Paper0 1 1111■w■ w --��-.--■■�w■■w�■■_ - r r1 TYP srmisrawrigarammimmir■E�111•��I•I�I•IIMIIt�■M�� ,, 5/8" GDX PLY (TYP) i1�11>r0i■i11�iii■iuini w■111�11wilmaiu11ii111u�1111 mmillim■l1011m011m1111 nwimm u■i3■■ momon1111m , , IT s'„ Ridge Vent mei-)11„ r--r ,A#.42 r ,I I / - I-3/411x14" LVL 41176Eg 0. I i 11 . 0. \T 1; i I co \ • \ I I I - \ I I I I ,).÷+ � ,_ T T �1 T -1—t— T r— T ' u—1TT– — 1 I 1 I - � ,. - SIMPSON 10 • WEST ELEVATION NORTH ELEVATION hurricane hold-own 3/411 COX PLY SCALE I/4"= I'-O'I SCALE I/4"= I'-O" — 1 F- 2x10 Collar Ties@ I6�'1 0.G. 1 ___I• (2) 3x12 birders bolted to 6x6 ' t w/ (3) 3/411 M.B.'s °__ I ,'®�®\ ,'�1�\ ®iI UNAUTHORIZED ALTERATION OR NT BEARING ® ®' ®\ I ADLITI SED ARCHITECTON TO A ES SEAL IS A _1__ \� VIOLATION OF ARTICLE 147- (2. 2 birders d to 6X6 post \N- ... I ARCCHITE YORK STATE EDUCATION 3/4 M.B.s E I COPIES OF THIS DOCUMENT NOT ARING THE ARCHITECTS GREEN 4x6 Knee brace (TYP) _ ifITNHHE KED SEALOREMBOSEDSEAL• • �77j ALL NOTBECONSIDEREDTOBE- VALID COPY. q AI --2x6 Lintel — -- E=='I Q� ,O��p11 T. O s 0� t ''s •c.11, F" s I I lI t.''),,,,4 -, 4. 6x6 PT Post )� <• - {x10 Vertical skiing rrr I �q 41 SIMPSON C1566 SII Re1nf. conc. slob I I r�, OF NES ��� L - Post Base w/ 6x6 X10 Kh 1 (T(P) I I I I__ 1 _ _ - �`FiC!Sh TO THE BEST OF MY KNOWLEDGE, •-,17-1, 3/4" Anchor Bolt (TYP) o I o k-- , JUDGMEBELIEF, AND PROFESSIONAL �c . I_ 2x 12SPECIFICATIONSTHESE PLANS AND �,� .�._;:;:-. �;� ?L'.-...-...7.:7;-_.- Y- :�: ` , - FI ATIONSARE IN COMPLIANCE �:z h ��'' YORK STATEENERGY .I$. T _ {j CONSERVATION CONSTRUCTION CODE Y CIr WITH THE NEW ii I+.. . 3: r r • DATE: 11/1/2012 4::.:-:rt 1,---1811 SONOTUBE formed footing ,.••. ..1......,,•::::.:k w/ (4) #5 Rebar vortical *4 ,,- - '17'•:'-.-t; Rebar @ 6 O.G. horizontd l .:}•t" •_; - SCALE: AS NOTED -•1:1',..4:.1" SONOTUBE BASE '.1.....2.:,"4: : , • 1::.:''.•• : 7 DRAWN. J.T.D. I1 �'".�. r; • SHEET I_vtion ' r. ,10111'11° II r � :p SECTION " -R�1 �_ . SCALE 3/81'= I'-ell 10 I- IGI���dll1 OF 12 SHEETS REVISIONS: BY: NAILING SCHEDULE FOR LATERAL AND SHEAR CONNECTION YsI N170Y915/ GLAZEi� JPEN I NC�5 DESIGN CRITERIA: REQUIREMENTS IN EXPOSURE B&C FOR NEW CONSTRUCTION , EXTERIOR WINDOWS MUST BE PROTECTED VIA GLAZING MEETING GROUND SNOW LOAD: 45 PSF DESCRIPTION NUMBER OF Tad NAIL SPACING NON-SLEEPING ROOMS: 40 PSF LL COMMON NAILS THE LARGE MISSILE TEST CERTIFICATION OF ZONE II ASTM E 1886-11 AND ASTM E !41416-4141 SLEEPING ROOMS: 50 PSF LL !R� 110 MPH/*120 MPH OR VIA STRUCTURAL SHUTTERS PROVIDED WITH ATTACHMENT HARDWARE. NEW STRUCTURES EXTERIOR BALCONIES: 60 PSF LL DECKS: 60 PSF LL : (\:\\ \, LOCATED WITHIN ONE (I) MILE OF THE MEAN HIGH WATER MUST HAVE GLAZING CONFORMING ATTICS (WITHOUT STORAGE): 10 PSF LL ROOF FRAMING TO WIND ZONE III, MISSILES DPARAGRAPH'DEFINED IN PAAGAPH 6 OF ASTM E 141416-4101. GLAZING GONFORMlN6 ATTICS (WITH STORAGE): 20 PSF LL Rafter to top plate (toe- 3-8d Per rafter ROOF (MIN.): 30 PSF LL nailed) STAIRS: 40 PSF LL TO WIND ZONE II, MISSILES MAY BE USED AT A DISTANCE GREATER THAN ONE MILE OF THE COASTLINE. GUARDRAILS 3 HANDRAILS: 200 PSF Ceiling joist to top plate(toe 3-8d Per joist HEREON REMAIN THE nailed) - THESE PLANS & DESI PRS OPr RTYN OF Ceiling joists to parallel 6-16d Each lap WIND SPEED: 120 MPH JOSEPH T. DEPPE ARCHITECT, P.C.. rafter(face-nailed) STRUCTURAL PLYWOOD STORM PANEL WIND EXPOSURE: T3 THEIR USE WITHOUT WRITTEN LICENSE IS PROHIBITED. "SHUTTER" ATTACHMENT SCHEDULE SEISMIC DESIGN CATEGORY: 5 Galy. steel strap w/ Ceiling joists laps over 6-16d Each lap I WIND-BORNE DEBRIS REGION: AS PER BUILDING DEPARTMENT (5) 8d common molls partitions(face nail) FASTENER PANEL SPAN Collar tie to rafter(face nail) 3-8d Per tie TYPE S.41-0" S6'-�"' each and 4 each — WEATHERING: SEVERE Rl 'G.., i�"o.c. Blocking to rafter(toe-nail) 2-8d Each end 2-1/26 FRO'aTLINE DEPTH: 36" i6 ."o.c. WOOD SCREWS 16" 12" 41" TERMITE: MODERATE TO HEAVY Rim Board to rafter(end- 2-16d Each end DECAY: SLIGHT (5) 8d nailed) 2-1/2" *8 Rafters to ridge,valley or hip 4-16d Per rafter WOOD SCREWS 16" 16" 12" !GE SHIELD UNDERLAYMENT: REQUIRED (toe-nail) Rafters to ridge,valley or hip 3-16d Per rafter 44 t s (face-nail) Provide minimum 'i/16 GDX plywood panels, maximum span DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME , t) y 6 ' 0 of 6'-O" for every window. Panels shaII bs labeled and pre-cut to CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. 1i� WALL FRAMING cover the glazed openings. Supply with appropriate attachment :::15-‘:,,,, Top plate to top plate(face- 2-16d Per foot hardware. Ccnailed) FasteHers shall be Installed at opposing ends oP the '�� ��� J wood structural anel. _' A: `` � I Top plates at intersections 4-16d Joints-each side p / // o'Where screws are attached to masonry or masonr /stucco, '- (face-nailed) Ill they shall be attached utl!lzing vibration resistant anchors - (5) 8d t Stud to stud(face-nailed 2-16d 24"on center having a minimum ultimate withdrawal capacity of 4010 pounds. i ,, Header to header(face- l6d 16"o.c.along edges -�\ ' 4400 nailed) IN LIEU OF COMPLIANT GLAZING OR PLYWOOD PANELS, THE FOLLOWING `�\ - 43 Top and bottom plates to stud *(2-16d:2x4,3-16d:2x6, - Per stud COMMERCIALLY AVAILABLE UNITS MAY BE USED TO PROTECT THE OPENINGS: I (end-nailed) 4-16d:2x8) CLEAR SHIELD HURRICANE 4 SECURITY PANELS, 631-281-5060. �. ,. I S Bottom plate to floor jo est, 2-16d Per foot QUICK GUARD STORM PANELS, 651-267-5550. '� � P (5) 8d i ` bandjoist All protection devices must be In accordance with Large Missile Test of Built-up corner studs 10d 24"on center p i o ASTM E EP% and ASTM 1886 as noted in the NYS Residential Code. ----- ' ''-' NOTE: Provide I/2"(min.) CDX wall Built-up girders and beams 10d (2inch lumber layers): ' `. ,,'' 1 I` sheathing to top oPplate. P1 ywood o Nail each layer at 32"on ` co Z .� ` shall be a minimum off "-0"" down from <2>b' top of wall plate. Nail alywood Frithcenter at top and bottom andAil OA stagger nails.Two nails at �` 8d alv. Dolls at 6"o.e. �orizontally ....._..,,, u 01 each end and at each splice. i .''' nerves plate, and around window Fastners as noted door openings. 161 44 g FLOOR FRAMING in Schedule. q Joist to sill,top plate or girder 4-8d per joist i' (toe nailed) I i ROOF TOA LL CONNECTION Bridging to joist 2-8d each end �� I , a Z (toe nailed) ,M NO SCALE eL Blocking to joist 2-8d each end �,� >6' aU(toe nailed) IItZEat Blocking to sill or top plate 3-16d each block • 1 =l 'a U fg (toe nailed) Ledger strip to beam 3 16d each joist s Plywood as noted. SIMPLIFIED �/�/ALOOF N/ �I L'N ZONES a =! � (face•nailed) @� 1 TO � " .- NO SCALE Joist on ledger to beam 3-8d per joist LM , ER 0 N 04 (toe nailed) ) • 0 SCALE P m Band joist to joist 3-16d per joist *NOTE: _� r 1 ' ioenall d) Roof 6 wall sheathin shall be I/2"(Min.) GDX fir plywood (U.O.N.). I-I/4"x 24", 20 Gage strap s `� B(tan jonaiist 1 All plywood sheathing shall be secured with 8d galvanized common with 15) 8d common nails in each Z W Bank joist to sill or top plate 2-16d I g p y end (Only( ) draired if not using nabs (U.O.N.). ' collar-trs.),p' I' n ROOF SHEATHING ATTACHMENT REQUIREMENg co TS (5) Sd o THING C Q NTS �, 4,1b Maximum nail spacing for 8d common nails(gale.) ? Fastners as noted �� in Schedule. CA • �1� 1 110(mph) 120(mph) �. IN X Sheathing Spacing At panel At At panel At 8d IS '� location edges intermediate edges intermediate 0 IS supports supports H , o e --f Interior zone 12"o.c. 6" 12" 6" 12" t ) 8d •‘-‘) pC�� 16"o.c. 6" 12," 6" 12'" ¢ y t'J 0 STORM "SHUTTER" I t4 s 0,J 4' perimeter 12"b.c. 6" 12'" 6" 6" PLYWOOD PANEL ! f DETAIL ' Oi b (�'� edge zone NO SCALEAi, 0 e 6 c==i 16"o.c 6" 6" 6" 6" o \\\ \ \ 0 0 R *NOTE: !1,1141 WALL SHEATHING ATTACHMENT REQUIREMENTS PROVIDE CONTINUOUS LOAD PATH FROM ROOF ASSEMBLY . ,'e I Maximum nail spacing for 8d common nails(galv.) TO FOUNDATION. ALL CONNECTIONS SHALL HAVE SIMPSON 5IMPSON H2 Hurricane-- "STRONG TIE" CONNECTORS OR APPROVED EQUAL. STEEL Tie Connector a 16"o_c., P'' � Sheathing Spacing Mt panel At At panel At STRAPS SHALL CONFORM WITH ASTM A655 GRADE 33, each roof rafter to yt location edges intermediate edges intermediate EXCEPT WHEN IN CONTACT WITH CONCRETE, WHERE 6-185 top plate and stud. -4 \ 1 -u (5) 8d supports supports GALVANIZED STRAPS SHALL BE USED. ! I. Interior zone 12"O.C. 6" 12" 6" 12" 16"o.c. 6" 12" 6" 12" ALL FRAMING AND SHEATHING NAILS SHALL BE HOT DIPPED i I i 1�I t GALVANIZED 'U.O.N). NOTE: Provide continuous !' N,;,ji � SIMi�"5ON LSTA 2! stra sd e zone "' load path from roof assembly I i I I with (':0) 8d common nails.4fe ezone r 12 o.c. 6 12 6 12 to foundation. All ccnneesors I \ Strapeach end of all exterior shall be by SIMPSON STRONG TIE1 11 (5) ad - headers aver 4'-0" long. 16"o.c 6" 6" 6" i or approved actual. 11 For roof and wale sheathing within 4 feet a perimeter ns,including 4 feet on each °ROOF -ro vviAL,1_ CONNECTION side of the roof peak,the 4 foot perimeter edge zone attachment requirements shall be UNAUTHORIZED ALTERATION OR used. - (No ceiling attae-hod to top plate, Roof span S 201-0" ADDITION TO A DOCUMENT BEARING . If greater than 20'-O", use (2) SIMPSON H2 connectors A LICENSED ARCHITECT'S SEAL IS A ® each rafter.) VIOLATION OF ARTICLE 147- ARCHITECTURE, SECTION 7307, OF Plt ? 8 THE NEW YORK STATE EDUCATION o y ACIOPIESOF THISDOCUMENTNOTy faINKEDNSEAL OREMBOSEDSSEALENR ���` p 0 isSHALL NOT BE CONSIDERED TO BE Jd AVALIDCOPY.1 �\ 0NOTE: ProvideI/2" GDXplywoodsheathing�� oacross 2nd floor box. Install I wood horIzontall ' ED .yp y y �� qR`h. J with point 12" below 1st floor wall plates. Extend s �� cy� \�` 4'-O" sheet across box and bottom oP 2nd floor ® 0 it ,re pH T. �� ,, / wall studs. Provide two rows off 8d alv, rales �' O 4 / across top oP est floor wolf plate and 2nd floor lit° ,d+ , ` '� 4. sill at 6"o.c. to connect wall framing across '+" box beam. �;� 0 g 9 0 •' - -- ., - e 0 ,,,,. (5) ad 110,4 A 0,, fi' 0 Tic OF NEW . , 1rii, i _ , / , iii, s TO THE BEST OF MY KNOWLEDGE, r ® BELIEF, AND PROFESSIONAL 1 ` (SJ 8d �I rill$' , j JUDGMENT, THESE PLANS AND (S) 5c1 SPECIFICATIONS ARE IN COMPLIANCE ! 11", � WITH THE NEW YORK STATE ENERGY Anchor bolts: 5/6" x 12" long /�' CONSERVATION CONSTRUCTION CODE , i " n : with 5'x5"3x3 square washer, 1'-O"o.c. max. from each corner. V ''' i•-N"` ` I DATE: 11!"- -` �N" f 10/10/2012 r fi 1 „f -_(5) ,,d SCALE: ASNOTED y' # 1 DRAWN: J.T.D./E.M.W. I hk ji i SHEET Qi !i I-1/4"x 18ga. aly. strop rilth (5) 8d- I } gaiv. common nails in each end. irelo 11 ,fl'i'''ll I Straps at 16 o.c.(eacn stud). 1 5 FOUNDATION TO WALL CONNECTIONOWALLTO WALL CONNECTION Iiii NEP NO SCALE NO dGALIr - _ OF 12 SHITS ::.min. for 8'-0,' 6'-0" to 18'-0" (finished width) b'-O" to !8'-0" (finished width) O"min. fforor6110-9 tt. � : 7 min1. GENERAL NOTES V I, PLUMBING NOTES: E 1) Contractor is responsible for all requirements outlined In the Residential Code 1) All equipment and fixtures to conform to the Notional Standard Plumbing of New York State, local codes and ordinances. Code, latest edition and with requirements of local authorities. 2) Ail structural, electrical and mechanical Hark shall comply with the governing codes as 2) Provide shut-off valves at the bottom of each water riser and for each fixture. _ I _ i _ administered by the local building officials and shall be considered as port of these 5) Fixture supplies shall be boss or copper, chrome plated when exposed, max. I - I '- - _ construction documents. length 28". -- , L-Header— •' , ++-I/4" min-i•6D'- j 5) An changes to or deviation from these drawings shall not be made without written consent 4) Pitch drainage piping as follows: ____ _ from the Architect. I" R 2" Pipe net less than 1/4" per feet; i H i i I I- I I I I I I I -- t--_-- I` 4) Contractor shall cheek and verify all dimensions, notes and conditions at the site before any • 3" Pipe or greater not less then I/8" per foot; J1� ���� I` -�-�-�-�-t-�� construction Hark is started. The Contractor shall notify the Architect of any discrepancies Fast n to plIata to 1 or insand or field conditions before startingthe work. The discoveryh$a er w h 2 roY�s .1• 8d Ce grid Haig .` `.• conflicts the drawing / 5) Materials: so e o d stn r nails _ of dierepanetes after beginning the work snail be the full responsibility of the Contractor o a. All underground sanitary and vent piping shall be service weight cost Iron. in a pa ern ;, correct. 66 I , b. All above ground sanitary waste and vent piping shall be type DAV PVC, .• •'f 1 I 5) All work shall be performed In a firs$ class manner with all new materials. Contractor shall unless noted as cost iron in the Specifications. 1000 Ib rated •`i i , provide all equipment, labor and materials necessary for the proper execution and timely c. All below ground domestic water lines shall b® ductile iron per local onslon strap .• .i:� ®. completion of the work. Contractor shall be responsible for all materials and equipment building department standards. t. .•:! :• : THESE PLANS & DESIGNS SHOWN stored at the elle. d. All above ground domestic water lines shall be type L hard copper. se —King stud ;,1'i i,' HEREON REMAIN THE PROPERTY OF 6) To not scale drosings. All written dimensions shall govern. All installations shall be e. All hot water • jives shall be insulated as per N.Y.S. Building Gode. < Jaek Stud : 1:•i : 1• JOSEPH T. MAIN ARCHITECT,OP.C.. J. ='I. •,' !'i. THEIR USE WITHOUT WRITTEN aeeura$ely field cork e=d before fabrication• 6) Entire installation shall conform to the National Plumbing Code, latest edition. •:. _'• i'I, a LICENSE IS PROHIBITED. 1) All electrical work shall be carried out by a licensed electriciantest only. All work shajj conform 1) All plumbing work shall be carried out by a licensed plumber. All equipment 1.1. I';' to • 8) the provisions tect the National Electric Code ti nlatest edition.stoand fixtures to conform to the National Standard Plumbing Code, latest edition BI ckin for •, n.• •: 1`: _ 8) The ArehitoGt is not responsible for construction means, methods, techniques, sequences, a splice j�in •j !i• � I- ,� �' i`.• ;<. procedures or for the safety precautions and programs in connectiowith this project. ;•° , or wails taller th4sr 8 G , , i) All contractors and their Subcontractors shall carry insurance that will protect the Owner and lice 'oin k sh to see : i, " ' Architect from claims from damages forpersonal injuries, including death, which may arise VII ELECTRICAL NOTES .`t, �`. sato rientri ' Of " 1• ► Haj! m!cenesieht i i In connection with this project. g I) Check all fixtures with oHner before ordering. o bio ask studs--s .•.' `,I 1. j`. 10) Contractor to obtain Owner's or Architect's approval for all materials, finishes and 2) All work shall conform with N.E.G. and other codes. Ii D �1 2x4 ml J. Na I b!oCk!n .situ lb . equipment prior to purchasing. All equipment and materials are to be installed per 5) All interior wiring shall be copper NM cable with ground unless below SASE FLOOD ELEV. :• I' sin 'Ta at ` oz. I6d .1' .1' �•." manufacturer's written instructions. where Type NMC shall be used. Verify Hith local Gode Official all FEMA regulations sides of seam. I,: II) Contractor shall keep site clean and free of debris. prior to starting job. •I, i i 12) Contractor to indemnify Architect and Owner and hold harmless. 4) Underground service: Electrician steal I verify service size type w/ LIPA i , t, l5 These drawings are the property of the Architect and shall not be used without his consent. prior to construction. I I' .lid common veli: •.- i::- Drawings shall not be used for Issuing of a building permit unless signed and sealed by the 5) After installation, install al! light bulbs and clean all fixtures) i. `� 5 ®c I i i, Architect. b) Closet li hts shall be door activated ( amb switches) unless otherwise noted, , i,i •I l I" s el 14) Contractor shall obtain and pay for any and all required building permits and approvals prior '7) Electrician shall wire HVAC system and controls and water heater; I 1..' ,, , I.,. I`. to commencing construction work. Display permits at site as required. 11- coordination with other sub-contractors shall bo done. I. 8�1 nommen nails : - 15) Upon completion of the project, Contractor shall submit certificate of occupancy, approved I (1 * r4 oz. ,•: ' J 8) Supply and install snake detectors GO de esters per NY5 solea, SIMPSON HD5A •: .`• ': .`l• by the building department, to the Owner. I, " Hold-Down �_ �_� 1� Wit 1- ' l ) These drawln s ore intended to indicate the scope and eneral extent of the construction work and rata of rise detectors: if indicated on Drawings. _ P g �f) Install subpanels, if req,uired, In locations approved by the Architect.. `�_ �' ;' '' '' ;` ' required. Specific details, materials, finishes and equipment aro to beprovided the. qI I• :• ' : qcaner, unless noted. 10) Electrician is responsible for all work shown on the drawings and mentioned •. �n2 . i:' ,.on rector and aareesd upon by the O .. 2 anchor bolts er 6arGrae slab -`l $ 1 In the specifications. ill e' !! , . .!i '` ".:. :i! !!'' ...:..'.�:'!i': sae� narrow w l ;i ,.:. .' ..;`1`; I?) Drawings and specifications as instruments of service are and shall remain property of Joseph T. II) Review all fixture, switch, and outlet locations with Ownerprior to starting ` :: °' Pe eR Architect P.C., who ser project for which they wore made i5 executed or not. They ore not - • ' leV 2 anchor bolts „ , . . : section __ :.:::: I: °'. Wr Terre,used on any other project or extensions to this project except with express agreement in Hark. i ed by Godo whether or not th® -''° 1,_ I- tom meting, p j p J p 12) Provide all convenience outlets as requ r y wrftin , Inciudln terms of compensation to Joseph T. Doppe, Architect, P.C., executed prior to such oa g p ore shown on the Drawings. • , extended use• 15 Vent all exhaust fans to the exte. for throw h water roof roof/wall ac . .� establish foundation layout and elevation ' ;`'' ' !8 NYS as theh Land Tracings. or shall yDo not tie into anyexterior y14) Provideground fault circuits whore required. . ... .. % ; ,. ;'; : • on site asper Drawings. q outlets. Foundaftoh FQundaion,. :. •" I iandInstallation details on all products � e+ Manufacturers' specifications, recommendations - " , all s seific '.:'.".,. ..'.. • .. '''' : ' ' �•': ;. , • " • :': ` + . U* );•: . ,) followp ,_ Manufacturers' . . Plans and Man + of an conflict between the - ' used to this project. Notify they . ... . . specifications, recommendations and installation details prior to installation of product on this o es, project. Contractor shall be responsible for correction of any work that prevents the correct Tracings. 1 tie nstc�Ilari b on of a specified product as shown on theg _ ` INSIDE ELEVATION OUTSIDE ELEV,�TION { ' ..:= Li RA II. FRAMING NOTES: I) All stress grade lumber shall have the Ifoilowing minimum properties: is Pb = 815 p•s'• QARAQE SHEAR WALL DETAIL Be iiiS E = 1;00,000 p.s.l. Druala5 Fir - Larch #2 or better 2) AI! headers 6`-O" and over shall be supported with double uprights, si'-0" and SCALE: I/2"= 11-0" over with triple uprights. All load bearing headers shall be no smaller than (2) 2x!Os unless otherwise noted) ;all exterior Hall headers shall be (5) 2 X IOs temaina 're (j) (U.O.Nand shall eomolu with the current N.Y.S. Building Code. 5) Solid id blocking / bridging shall be prov!Ided for alljoists and floor beams as per • ie-8" TNG. 1=�:D. MALL VI N.Y.S. Code or as noted at 8-O o.c. min. Provide 2" space for a:r circulation TYPICAL CORNER TYPICAL CORNER ee in roofs. CONSTRUCTION GONaTI�.UGTlCN tasessee t 4) Double up framing around all openings (skylights, stare, etc.) or as noted on WINDOW SCHEDULE _ 451 P f �� drawings. tee 5) -' 1 oiNs All flush Hood connections shall be fastened with rated galvanized metal P connectors by "SI, SON STRONG-TIE," or approved equal, dth R.O.A. R.O.H. MOS�EL # NOTES ' r • '[ be asper N.Y.S. 'Bufidin Code as a minimum. All 2x6 studs A;alsh l receive steal . _ studs steal! receive '�-10d Halls t sill and plate Ai! rally shall be hot dipped The following Hindows as manufactured by ANDERSEN, 400 Series Double Hung, Casement d Awning, w/ simulated ill `74-tel Q Yil I.,L1 '----ls_t A'�1) Ali oof divided lite d spacers, low "E" glass, flat white exterior clad casing, primed wood Inter?ors, brass hardware, MIL Ail roof rafters shall be attached Ito tine plate with galvanized orjoiHurriaano typo insect screens, tempered where required by code.ora roved a ual. A1, floor oists shall be attached i. I— -- �/ `� ,� - - I r4 connectors by "SIMPSON STRONG-TIE," pp J 0 to wooden girders with Hurricane type connectors as above, when girders are A 21-8 1/8" 41-8 1/8" TW 4-6 J✓5 - I r �`� supported by piling. B 21-8" 4'-5 5/811 GX 145 Straight A ress Window I iCO o 8) Solid biockinghridging shall be provided in all stud partitions and bearing calls spaced e 61-01 o.c. vertically, minimum. G 4'-II 1/8 - I '1 1/8" Yel-R 41015 Fixed Glass Unit 2X6 ® Ib" O.G. 2X6 !6" O.G ' 8_l/"i I �� 6 si) All exposed framing (deck joists, etc.) and framing in contact with concrete D 2'-8 I/8" 4'-0 '1/8" TA 26510A (Verify) foundations and/orground shall be pressure treated as per NYS Code. �_ fou (2) 2X6 YREATEP !'-c�" MAX. we : E 5'-5 5/411 41-0 -Le" TW 26310-2 All Hark shalltopluconform h the latest NYS esti es or leinuctton Code. PLAN SILL. ,1'---� 11) ,?0 All work must es:rein with Certification Association. inns For Windstorm Coverage of the New F 21-6 1/8" 41-0 "1/8" TW 24510 ork Property Insurdn a Underwriting Association. 12) Provide double framingunder partitions running parallel to joists. Triple 6 4'-9" 4'-0 i/2" GW 24 Straight Arm, Egress Window e I studs (Min.) at all bearing oints In hood frame Hails. H 5'-3 5/4" 4'-8 'i/8" TW 2646-2 Tempered Glassil) g 15) Provide continuous load path hardwares by Simpson Strong-re Connectors, as per the Drawings: Safety % I 14) All engineered wood floor joists shall be as made by I 51-5 5/4" 41-8 1/8" TW 2646-2 BOISE, "ALL JOIST, AJS 25," or approved equal, to sizes shown on drawings. IBJ All LVL's shall be as made by BOISE, "VERSA-LAM 2.0 5100," or approved equal. 0 E J '1'-II 5/8" 4'-8 'P/8'° TA 2646-3 A 16) All LSL's shall be as made by 1 ANTHONY POW '1 ER SEAM, "Anthony Power Beam 5000F," K '-II" 21-4 5/8" AW 281-5 (2) 2xb TYPICAL CORNER eo or approved equal. L 2'-'i 1/2" 2'-4 5/8" AW 281 Provide wood bucks In concrete. I CONSTRUCTION (2) 2xb STUDS W/ SIMPSON (2) 2x4 STUD5 IN/ SIMPSON I III. CONCRETE NOTES: I) All concrete shall be f"c = 5000 p.s.i. minimum at 28 days. All concrete HPOS-5D53 HOLDDOWN HDOS-5D95 HOLDDOWN ' exposed to Heather shall be air entrained. NAILED AS PER MFG'S NAILED AS PER MF615 2) Reinforcement shall be new billet steel conforming to A.S.T.M. A-615 &rade SPEGIFiGAT!ONS. SPECIFICATIONS. - 60. • 5) All work shall conform to the latest A,G.I. Building Code. - 4) Concrete Contractor shall cooperate in setting all anchors, inserts, bolts, ___ _ sleeves, etc. as required by other trades. He shall verify the dimensions of all 0 --- slots, sleeves, etc. before setting forms. ___ - 5) Construction oints when required shall be located at points of zero shear and I-I/4"x 18" GAUGE 6ALV. --- I-I/4"x i8" GAUGE 6ALV. e - must be approved by the Engineer. Splices in reinforcing rods shall be at STRAP re EA. 2X6 STUD, --- STRAP EA. 2X6 STliD, I ° _ point of minimum stress. No construction joints shall be permitted in beams 16" O.G. (MAX), A/ (5) 16" O.G. (MAX), WI (5) Carrying Coneesntrated loads. EXTERIOR SPECIAL SCHEDULE 8d GALS/. COMMON NAILS ° r, 8c1 GALS/. COMMON NAILS �° 6) Legs ref ehafr supports for positioning reinforcing shall be plastic tipped. . EA. END. ° q ® EA. END. r, 1) Bar lengths given do not Include hooks, or bends. 8 [[+�� I topbars except as otherwise noted. D # ES I 0 ilg 8) All bars shown on plan are p e J�cTH X HEI6 T MOREL 4 NOT e) Weided I.+4ire fabric shall be cold drawn conforming to A.S.T.M. A-185 10) Footings have been designed for soill pressures of 5000 psf (assumed). Notify The following windows as manufactured by SELECT DOORS or approved equal. Interlocking weatherstripping, IVIOLATION UNAUTHORIZED ALTF"RATION OR Architect of soil bearing capacity not meeting this denten pressure. The divided Iite's 4 spacers, low E glass, flat white extortor clad casing, primed wood interiors, brass hardware, l ADDITION TO A DOCUMENT BEARING Architect assumes no responsibility for foundation design in the absence of insect screens, tempered glass as per code. T A LICENSED ARCHITECTS SEAL IS A data adequate to determine the nature and characteristics of the sell. Footings THREADED >j "1/8"a THREADED ARCH TECTUREASECT ON 7307, OF y I 3'-O"x 6'-11" Nominal w/ (2) Tempered Glass Sidelites. 61-211 Total Width ROD ROI? I THE NEW YORK STATE EDUCATION Ii) All rest n undisturbed soil. le fill under concrete slobs to be X596 compacted earth, He!! tamped and Weather Strip LAW. FLOOR > I COPIES OF THIS DOCUMENT NOT puddled. FRAMING aiMPr�ON GNW-1/8s1 1 BEARING THE GREEN 12) Masonry reinforcing to comply with A.G.I. #318-85, Concrete and masonry structures, 2 ! 2-8 x b-II Nominal Solid Goro Wocd Door w/ Weathers.rippfng COUPLER tele INKED SEAL OR ARCHITECT'S HOSED SEAL All block below shall be A.S.T.M. G-140, grade N, solid block. Abovegrade A.S.T.M. G-c10, 11 " Nominal3/4 HR Fire Rated Poor d Frame 2x-- I I SHALL NOT BE CONSIDERED TO BE grade3 3-O x 6-I I � I � A VALID COPY. llghtwefght load bearing. Mortar to be tope S above grade and type M below BLOCKING The following doors as manufactured by DESIGNER DOORS or approved equal. �''xs" SQLIAP.ir grade 4 8'-O"x 'i'-O" Nomt:nal Overhead &arage Door, I Frame Construction for Impact mating :hi/ Impact Rated Glass AASH`R ,� -1 ....4..._ IN I `�.�E�3 D ARcyi I iI i Q. �g�pN7. � �� 5 3'-O"x 6'-il" Nominal 1-5/4" thick door to match Overhead Doors. Weatherstr�a (2) 2x6's (2) 2x'a ATED _.� I - - - C) E` �' !V. STEEL NOTES.: . 6 3'-0" x '1'-6 1/2" Nominal I-5/4" thick door to match Overhead Doors. Weath€rd+"rtp � .�� 1' I) Steel designed for a max. fiber stress of 22,000 p.s.i. in bending. (24,000 p.s.l. The fallowing doors as manufactured by Tru-Style, or approved equal, O6-B2, primed l� I ! I �° for eoi peat suctions). l 2) Steel shall conform to the latest A.S,T.M. speciffcatfons for A-36 steel. Pipe '1 5'-O" x 'i-b 112" Nominal Custom Screen Door of Mahogany 5/8"xl2" AB 25'' O.G. ---t ----- - :, .,...* l �: columns shall conform to A.S.T.M. A-55. The following doors as manufactured by ANDERSEN, w/ simulated divided Utes 8 spacers; ° (12" MAX. FROM CORNERS), i •` �',` 5) All work shall conform to the latest A.I.S.G. specifications. low "E" glass, flat white exterior clad casing, 2-3/4" Solid Crowns, primed wood interiors, brass hardware, The use of leveling plates will not be permitted. insect screens, tempered gs per code ° --- I i 4) g p --- I ��� 1 I eelS1 - 5) All connections shall be standard connections and shall be bolted rather than 8 �'-0"x 6'-II" FWH O6IiSASL __- ! Seated whereverpractical. ° ---_ a Q'-a 5/4"x 6'-II" FW6 100611-4 i 6) All shop connections shall be riveted, welded or high strength bolted. All -. _. , I I I TO THE BEST OF MY KNOWLEDGE, field connections shall be bolted with 3/4" dia. A501 bolts wherever practicable, ____ MIN. 1" EM5 PMENT BELIEF, AND PROFESSIONAL ° unless noted otherwise. Framin to columns shall be high strength bolted. iN GONG. FNP. I I JUDGMENT, THESE PLANS AND ' - i ! SPECIFICATIONS ARE IN COMPLIANCE 1loose lintels shall have min. 6" bearing ea. end of m.o. unless Othe3rw15® �� I, I WITH THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTIONACODE i noted.• 8) Al! hung or clipped lintels shall be provided with 5/8" vertical adjustment by means of shims and horizontal adjustment by means of slotted holes in the a:MPSON, "SSTB28" '1/8"4 ANCHOR BOLT DATE: 10110/20 2 clips. , oi) All hung or clipped lintels that run past or are adjacent to columns shad be 24-1/811 MiN, EMBEDMENT) attached thereto. • SCALE: ��� :. 10) Structural steel shall conform to the AISC specifications and to ASTM A-36. All steel to receive one shop coat of epoxy paint. All shop connections shall DRAWN: J.T.D./E.M.W.be welded unless noted othe�rwIse. All field connections shall be bolted with 3/4" diameter high strength bolts in 15/16" diameter holes unless noted pnmlj s6ther�1lses. g g _ I j EL VAT I ON nLEVAT ON Ado" 1l ,I:al j!11{ ��Irl 1 I l ,t1�tNnuuuln1lul SHEAR WALL HOLDDOWN BETWEEN FLOORS SHEAR ALL HOLDDOWN SCALE: 1-1/211= I'-O" SCAT E: 1-1/2"= 1'-0" OF 12 SHEETS