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HomeMy WebLinkAbout40223-Z gdE4a Town of Southold 7/20/2017 e P.O.Box 1179 Go 53095 Main Rd 04p�Y� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39066 Date: 7/20/2017 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 1165 Island View Ln, Greenport SCTM#: 473889 Sec/Block/Lot: 57.-2-20 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/28/2015 pursuant to which Building Permit No. 40223 dated 10/28/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ONE FAMILY DWELLING INCLUDING FIRST AND SECOND FLOOR DECKS AND UNFINISHED BASEMENT, PER ZBA DECISION#6471,DATED 06-15-2011,AS APPLIED FOR The certificate is issued to Milazzo Rose L Rev Trust I of the aforesaid building. i SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-07-0066 10-27-2015 ELECTRICAL CERTIFICATE NO. 40223 02-02-2016 PLUMBERS CERTIFICATION DATED i06-27-2017 to Edin yton A th ' ed Signature ©�gUFF04e TOWN OF SOUTHOLD ay BUILDING DEPARTMENT TOWN CLERK'S OFFICE • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40223 Date: 10/28/2015 Permission is hereby granted to: Milano Rose L Rev Trust 137 Kings Rd Hauppauge, NY 11788 To: Demolition and reconstruction of a new single family dwelling with decking per approvals from ZBA#6471, dated 6/15/11 , Trustees and DEC as applied for. Replaces BP#37977 At premises located at: 1165 Island View Ln, Greenport SCTM # 473889 Sec/Block/Lot# 57.-2-20 Pursuant to application dated 10/28/2015 and approved by the Building Inspector. To expire on 4/28/2017. Fees: PERMIT RENEWAL $714.60 Total: $714.60 Buil spector p�goFFo�,r�, TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37977 Date: 4/23/2012 Permission is hereby granted to: Milazzo Rose L Rev Trust & Milazzo, John 137 Kings Rd Hauppauge, NY 11788 To: demolition and reconstruction of a new single family dwelling with decking per approvals from ZBA#6471, dated 6/15/11 , Trustees and DEC as applied for. At premises located at: 1165 Island View Ln, Greenport SCTM # 473889 Sec/Block/Lot# 57.-2-20 Pursuant to application dated 1/31/2012 and approved by the Building Inspector. To expire on 10/26/2014. Fees: CO -NEW DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,429.20 ELECTRIC $185.00 Total: $1,664.20 Building Inspector Forin No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new,use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in systern contains less than 2/10 of I% 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 ZNewDate.115V 12- New Construction: Old or Pre-existing Building_ (check one) Location of Property: f p 1,5� Gp [��Pk/ l frt P 6-YV&4 fro House No. Street - Hamlet Owner or Owners of Property= 20S(- L M��G ub (�woo r Ve r/•U s t Suffolk County Tax Map No 1000, Section Block a Lot a Q Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted- $ 5-0. - 0 o. e _ //V S Appli 'Signature SOUj�,ol® Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • roger.riche rt(d-)town.southold.ny.us Southold,NY 11971-0959 ®�ycoUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Rose Milazzo Address: 1165 Island View Lane City: Greenport St: New York Zip: 11944 Building Permit#: 40223 Section: 57 Block: 2 Lot. 20 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-E 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 INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 36 Ceiling Fixtures 10 HID.Fixtures Service 3 ph Hot Water GFCI Recpt 10 Wall Fixtures 9 Smoke Detectors 4 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 35 CO Detectors Sub Panel A/C Blower 1 Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliancesr42] Dryer Recpt 1-20 Emergency Fixtures Time Clocks Disconnect 200A Switches Twist Lock Exit Fixtures 11 TVSS Other Equipment: 1- Combination Smoke/CO Detector, 3- Exhaust Fans, 3 ARC Fault Circuit Breaker: Notes: Inspector Signature: Date: February 2, 2016 Electrical 81 Compliance Form.xls tpF SOpryol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G�` ' Southold,NY 11971-0959 Q CIO- BUILDING DEPARTMENT p Rc�D'V[E TOWN OF SOUTHOLD DD JUL 2 0 2017 BUILDINGDEM CERTIFICATION TOWN OF SOUTHOLD - Date: Building Permit No. Owner: �osr (/ZlS� (Please print) Plumber: Aj i F, ,C-571 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plu bers Signature) Sworn to before me this j 7-D" day of , 20_L,? CAROL L.EDINOTON NOTARY PUSLIC,STATE OF NEW YORK NO.O 1 EDa0e0030 QUAI,.I 180-IN SUFFOLK COUNTY yy COMMIMION El[PIREi-w"cm 3,20L�1 Notary Public, < 'County, lv ��- ® � ,OF SOUT,y�! TOWN OF SOUTHOLD BUILDING-DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ROUGH PLUMBING [ ] FION 2ND [ ] INSULATION [ RAMING / TRAPPING [ ] FINAL ' [ ] E & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOL ION [ ] CAULKIN REMARKS: _ DATE INSPECTOR 37 ? 2 laf so cou TOWN OF SOUTHOLD BUILDING-DEPT. 765-1802 INSPECTION ' ' FOUNDATION IST I ROUGH PLUMBING FOUNDATION 2ND �NSULATION FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION ] FIRER 7ANT PENETRATION FIRE R A' T ELECTRICAL (ROUGH) CTRICAL (FINAL) CODE VIOLATIOm CAULKING REMARKS: 7�n DATE Lf INSPECTOR �o�aOF 3soUI�olo -379 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [VrF,O NDATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E-L-ECTRICAL (FINAL) KS: ,� - f r- - DATE G �� INSPECTOR pE SO(/Tyolo 32 7 -7 -7 G Q �O ��y00UNi`l N� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT FINAL) REMARKS: DATE 'S �� INSPECTOR SOP SOUTy� N O cou i TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ rRAMDATION 2ND [ ] INSULATION ING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: - DATE / �-� INSPECTOR of so�T --- ------- - - tio�o cou N O TOWN OF SOUTHOLD BUILDING DEPT. 765.1602 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: g 1, DATE ' �� / INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 '1 NSPECTI ON- [ ] FOUNDATION IST [ ] ROU PLUMBING [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VLATION [ ] CAULKING REMARKS `. -SU L -� T DATE INSPECTOR /?�4 i OF SOUT,y�lo TOWN OF SOUTHOLD BUILDING- DEPT. 765-1802 - INSPECTION , [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) 1] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE Z, � ' INSPECTOR pF SOUTy� - cou�y,��' TOWN OF SOUTHOLD BUILDING'DEPT. 765-1802 'INSPECTION, [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING / STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: et DATE INSPECTOR - rr � r [�iS l - .moll o / �_ W-KNOT CRM, W Ml � 1 Y • A / o r j 7 / I I f �' 1. _ �l. 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 Suryey www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined ,20 Contact: Approved 120 Mail to: Disapproved a/c Phone: Expiration ,20 DE C E V Building Inspector JAN 2 0 2011 LICATION FOR BUILDING PERMIT Date , 20 BLDG.DEPL INSTRUCTIONS TOWN Of SOUTHOLD a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,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) (Mailing address of applicant) State whether applicant is owner,,lessee, agent, architect, engineer, general contractor, electrician, plumber or builder A,, o Name of owner of premises SL MtGA-2�j �LeUyC LGS (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: e7' &v n4o L� House Number Street Hamlet County Tax Map No. 1000 Section Block 2- Lot Z;D; J . Subdivision Filed Map No. a a r i r Lot;, v, • = rr (Name) f i i;,i I.1 1i 1 _ 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Qe-5 I c2L�n V d2=1 071,67 r m tc'y D wL�u Gl b. Intended use and occupancy No CHA-v 6 Lir 3. Nature of work(check which applicable):New Building Addition X Alteration X Repair Removal Demolition �_Other Work q-��geFD P OK-t< (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor /�- If garage, number of cars ;1 t& 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. ri f — 7. Dimensions of existing structures, if any: Front Rear ql -_- -.Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear (q' 3: Depth 70Height 29 Number of Stories I f 8. Dimensions of entire new construction: Front Rear `------Depth - — ---s e Height Number of Stories 9. Size of lot: Front 3 3 Rear 134 , Depth Z. 3 10.Date of Purchase u �2.0 J_7gov Name of Former Owner Tokv\ 11. Zone or use district in which premises are situated IZ— 4o 12.Does proposed construction violate any zoning law, ordinance or regulation?YES ,/NO 13. Will lot be re-graded?YES NO ✓Will excess fill be removed from premises?YES t/NO 14.Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ✓NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES ✓ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OFg„ffol k) Ro Prt EHPr mann being duly sworn,deposes and says,that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn tqbefore me this l d -GL� 20 ay o =41 - Nota ub Vc ignature of Applicant KIM N. STEPHENS N0TAR-Y PUBLIC STATE •0F NEW YORK COMMISSION NO . 5015931 OUALIFIED IN SUFFOLK C0JNTY EXPIRES AUGUST 2 . 20__ TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING fARTMENT Dc--you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 1 4 sets of Building Plans TEL: (631) 765-1802 6_ Planning Board approval FAX: (631) 765-9502 3 -7 Survey SoutholdTown.NorthFork.net PERMIT NO, ! Check Septic Form N.Y.S.D.E.C. Trustees 47 ,3 ` r� Flood Permit Examined 120 D`— Storm-Water Assessment Foran Contact: Approved 20 Mail to: -Rc/,p 1G&_0 I �C [3�S—6,0J, woumc,-fir Phone: E irat' G J = xP _ Building Inspector 63(- PLICATION FOR BUILDING PERMIT BLDG DEPT. TOWN OF SOUTHOLD Date , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other a plicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or molition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,hous" c ';and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. I (Signature of p icant or name,if a corporation) 13 V(. s IZoqcl, Hokn/iuQi, A>Y 11?$ (Mailing ddre s of applicant) State whether applicant is owner, lessee, agent, architect, engineer,general contractor, electrician,plumber or builder r r Name of owner of premises '(Z05e I Z e i/oCAlc T/'u s k (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer 0 5? 6-- A a,,,J Zc !Au s-tP[- - - - (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: U b5 Ts(cAd Vl Pu/ "oe GY/c Apor� House Number Street Hamlet County Tax Map No. 1000 Section S Block Lot a - Subdivision Filed Map No., Lot __J 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupanc5-1�� c 3. Nature of work(check which applicable):New Building ,/ Addition Alteration Repair Removal ✓ Demolition ✓ Other Work (Description) 4. Estimated Cost A 1, 0)10M ' Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear l6 i Depth,=3 Height IS' = Number of Stories 2 - t _I Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front E Rear Depth Height 2S"a a9 z' Number of Stories - 9. Size of lot: Front 33 Rear I Depth 5 10. Date of Purchase I i/aao/2000 Name of Former Owner P, Al oz z o 1 ��st L MI/c tz n 11. Zone or use district in which premises are situated 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 NO X- 14.Names of Owner of premises Address Phone No. Name of Architect Pe4r A. rwojoata Address 4-� Rc,,I(. 25' /( Phone No 63/-6P7 .11zn Name of Contractor Address fc.4 S, Phone No. - 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO O * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED: b. Is this property within 300 feet of a tidal wetland? * YES K NO * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF S4 X IIS ) - 205( 1 lyj aZoD being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge a d belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this , a C) day of 6 f - 20 \ mIcAUSAVINO �o4a Puhiic,staie of Now Yofa x 58410 Notary Public ®uailf ed in Albany Cour1w Sign tore of Applicant My Commission ExVirea 01 oL S 1 _," C��e• __ =fes"',- eiir '- „r�-' Z"PN er r.-. ,x;��d�9q°Oh'-^o9eYiPoo.. " -�gp0maie o/%ep����= ,���ieeC,x.;//�_ --"�eQog7"o'1°(°4°j�jp..'„ - - :e`11� 104°die.-'` b i•q1. (0l/➢�rv._ _ ndq°114 71��ry. - gglq 0%e..�; r ti - o i14 914 r 11 4 '' 1 4 a l I l '��'.�'�r..�a����s�+ �'�n��ex *ra v;,�,,:.� ;Yu+v�.�s •�s�ya;� *sc '=,naat°�*:�'. �r . r s4e� BOARD OF SOUTHOLD TOWN TRUSTEES /'►7e SOUTHOLD,NEW YORK '= PERMIT N0. 7054 DATE: MAY 19,2010 ' ISSUED TO: ROSE L.MILAZZO REVOCABLE TRUST r PROPERTY ADDRESS: 1165 ISLAND VIEW LANE SOUTHOLD SCTM#57-2-20 f o AUTHORIZATION ' Fia r 1ii. Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of r Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on May 18,2010,and in consideration of application fee in the sum of$250.00 paid by Rose L.Milazzo .r 14 Revocable Trust and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board °<ey` of Trustees authorizes and permits the following: Wetland Permit to construct approximately 53 linear feet of vinyl bulkhead in place of existing „off r do64°� pp y _ timber bulkhead; construct a 12'southerly return; and backfill with approximately 5 cubic yards of clean sand to be planted with Spartina patens(18"on center)to re-establish approximately 189 squared = `� foot of high marsh; and construct approximately 34 linear feet of low-sill vinyl bulkhead and a 12' ��'s e s�• 9, northerly return between two bulkheads and backfill with approximately 5 cubic yards of clean sand to *A' be planted with Spartina alterniflora(12 on center)to create approximately 137 square feet of inter- •°.�° tidal marsh; and demolish and partially reconstruct(in-place and raised to conform to FEMA-required t31i base flood elevation)existing one-story,one-family dwelling; construct 854 square foot attached deck; romorin - °• install drainage system of drywells,leaders,and gutters; remove existing sanitary system located+1-30' from wetlands and install upgraded sanitary system whose leaching pools will be located more than 100' � ' 2 from wetlands;install new pervious gravel driveway; and establish 850 square foot non-turf buffer , .• R, adjacent to the wetlands;with the conditionof the installation and use of a silt boom prior to and during °9ebd•4 1.1.1. all intertidal operations surrounding the immediate project area,the non-turf buffer area is maintained, and as depicted on the site plan prepared by En-Consultants,Inc.,last dated April 13,2010,and stamped ; r ;;044 approved on June 4,2010,and as depicted on the survey prepared by John C.Ehlers Land Surveyor,last rod dated December 29,2009,and stamped approved on June 4,2010. 'L IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, h: and these presents to be subscribed b a majority of the said Board as of this date. _ epre/ee � Y J tY �0R 4-40� 1q 4 ' is .��`e'(0r"i�.ti..,e. are,.°7,i`e3.�'�i,'F7Cfa'�tii�°.7,F�.ViS`a'?�."rJ . nig. +iP,i7iY.�`x�,.e�ifix"i.•.7+ r�i4[i++.epi S. ni'n `iY+F.9.FtPi a,r�+�ii na�''i"n.� i't'.. F"unfiifii'h'fi� 7rYlrR�'S`,�n"C�Fr a„ °.7r1"3PF3.I�B' �s� oeA =a .� •0 lair r/ !w. - - .w,111 ler>^ - ;e/// 11°.P•"', - •N/A1• (•1yw _ --aeje 11 P. - - -'//// ei..'_ ~_-"a`-L,i/0 111�w. _ •:;lel_ +iP° l.N4i1�•IO.u. _ _er,r�st.•-�_ e- _ .'4°4.�:�s�mD.�P' f __°eu40._./410•- - ---- -'t:0-::.°.•e-__ -_ �:r..,:d.- _ - -•'- - - - Jill M.Doherty,President *QF sorry Town Hall Annex James F. King,Vice-President h0k ��� 54375 Main Road P.O.Box 1179 Dave Bergen [ Southold,New York 11971-0959 Bob Ghosio,Jr. Telephone(631) 765-1892 John Bredemeyer O ��U � Fax(631) 765-6641 NT`1,�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD November 17, 2010 Mr. Robert E. Herrmann En-Consultants, Inc. 1319 North Sea Rd. Southampton, NY 11968 RE: ROSE L. MILAZZO REVOCABLE TRUST 1165 ISLAND VIEW LANE, SOUTHOLD SCTM#57-2-20 Dear Mr. Herrmann: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wed., November 17, 2010: RESOLVED, that the Southold Town Board of Trustees APPROVES the Amendment to Wetland Permit #7054 to raise the first floor elevation of the approved dwelling from EL 10' NGVD 1929 to EL 13' NGVD and to modify the sanitary system design accordingly, as depicted on the survey prepared by John C. Ehlers last dated October 5, 2010. This is not a determination from any other agency. Sincerely, Jill Doherty, Preside t Board of Trustees JMD:Ims � C4 �. . o® ,raw % . John M.Bredemeyer III,President ���fg �®l Town Hall Annex Michael J.Domino,Vice-President ® 54375 Route 25 [ Y P.O.Box 1179 Glenn Goldsmith 0 Southold,New York 11971 A.Nicholas Kru ski G p � ® �� Telephone(631)765-1892 Charles J.Sanders �l� F )(mm c LJC V n BOARD OF TOWN TRUSTEES JUL 2 0 2017 TOWN OF SOUTHOLD BUILDING DEPT. •CERTIFICATE OF COMPLIANCE TOWN OF SOUTHOLD # 1216C Date: MU 9, 2016 THIS CERTIFIES that the construction of approximately 53 linear feet bulkhead raised 18"higher than existing, usingl0' long vinyl sheathing in place of existing timber bulkhead; with a 4' northerly return raised 18"higher than existing; construct a 12' southerly return; and backfill with approximately 5 cubic yards of clean sand to be planted with Spartina patens (18" on center)'to re-establish approximatel l�quare foot of high marsh; and construct ap.proximately 34 linear feet of low-sill vinyl bulkhead and,a 12' northerly return between two bulkheads-and backfill with approximately 5 cubic yards of clean sand to be planted with' Spartina alterniflora(12" on center)to create approximately 137 square feet of intertidal marsh, and demolish and partially reconstruct to EL 13' NGVD existing one-story,one-family dwelling; construct 854 square foot attached deck,• install drainage system of drvwells leaders andtgu ters• remove existingsanitary anitarysystem located+/- 30' from wetlands and install upgraded sanitary system whose leaching pools will be located more than 100' from wetlands-, install new pervious gravel driveway, and establish and subsgquently maintain the 850 square foot non-turf buffer adjacent to the wetlands: At 1165 Island View Lane, Southold t 4 Suffolk County Tax Map#1000-57-2-20 Conforms to the application for a Trustees Permit heretofore filed in this office Dated February 25, 2009,pursuant to which Trustees Wetland Permit#7054 Dated May 19,2010,was issued and Amended on November 17, 2010 and also Amended on April 23, 2014 and conforms to all of the requirements,and conditions of the applicable provisions of law. The project for which this certificate is being issued,is for the construction of approximately 5J linear feet _bulkhead raised 18"higher than existing 10�' long vinyl sheathing in place of existing timber bulkhead:with a 4' northerly return raised 18"higher than existing; construct a 12' . v southerly return; and backfill with approximately 5 cubic yards of clean sand to be planted with Spartina patens 18"on center)to re-establish approximatel ly 89 square foot of hiWl marsh; and construct approximately 34 linear feet of low-sill vinxl bulkhead and a 12' northerlyr between two bulkheads and backfill with approximately 5 cubic yards of clean sand to b&planted with Spartina alterniflora(12"onl'center)to create approximately, 1�quare feet of intertidal marsh; and demolish and partially reconstruct to EL 13' NGVD'existing one-story one-family dwelling; construct 854 square foot attached dock,• install drainage system of dmyells leaders and gutters; remove existing sanitary system located+/-30' from wetlands and install u gadaded sanitary system whose leaching pools will be located more than 100' from wetlands-, install new perviousargvel_driveway and establish and subsequently maintain the 850 square foot non-turf buffer adjacent to the wetlands. The certificate is issued to ROSE L. MILAZZO REVOCABLE TRUST owner of the aforesaid property. Authorized Signature AM up NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00112 PERMIT Under the Environmental Conservation Law (ECL) —7:1 Permittee and Facility Information Permit Issued To: Facility: ROSE L MILAZZO REVOCABLE TRUST '-ROSE L,MILAZZO REVOCABL&TRUST PROPERTY C/O ROSE MILAZZO 1165 ISLAND VIEW LN (FRMLY 9 ISLAND VIEW LN)ISCTM#1000-57-2-20 137 KINGS RD SOUTHOLD,NY 11971 HAUPPAUGE,NY 11788 Facility Application Contact: EN-CONSULTANTS INC 1319 NORTH SEA RD SOUTHAMPTON,NY 11968 (631)1`283-6360 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 720.2 NYTM-N: 4550.8 Latitude: 41°04'43.2" ,Longitude: 72°22'43.5" Authorized Activity: Remove a portion of the existing dwelling and reconstruct and raise the remaining portion of the dwelling. Construct a two story addition to the dwelling and construct a deck, drywells;"sanitary system,public water service, and pervious driveway. Remove,and`replace in-place 53 linear feet of bulkhead,place 5 cubic yards of clean backfill, and plant Spartina patens on 18 inch centers. Remove and replace the existing 4 foot return and install'a new 12 foot return at the southern end of the existing bulkhead. Construct a 36 foot low sill bulkhead, place 5 cubic yards of clean backfill, and plant Spartina altemiflora on 12 inch centers. All work shall be performed in accordance with the plans prepared by John C. Ehlers last revised on 12/29/09 (sheet 1 of 3) and En-Consultants, Inc. last revised on 1/12/10 (sheets 2 &'3 of 3), all stamped NYSDEC approved on 2/3/10. Permit Authorizations Tidal Wetlands -Under Article 25 Permit ID 1-4738-001.12/00004 New Permit Effective Date: 2/3/2010 Expiration Date: 2/2/2015 Excavation &Fill in Navigable Waters -Under Article 15,Title 5 Permit ID 1-4738-00112/00005 New Permit Effective Date: 2/3/2010 Expiration Date: 2/2/2015 Water Quality Certification-Under Section 401 - Clean Water Act Permit ID 1-4738-00112/00006 New Permit Effective Date: 2/3/2010 Expiration Date: 2/2/2015 Page 1 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00112 NYSDEC Approval By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator:JOHN A WIELAND, Deputy R onal Permit Admi istrator Address: NYSDE0REGION 1 HEAD ARTERS S !STONY BROOKS 0 CIRCLE RD S 'O ROOK,NY 1179 -3409 Authorized Signature: ` Dat�2/10 7 0 Distribution List EN-CONSULTANTS INC Permit Components NATURAL RESOURCE PERMIT CONDITIONS _ WATER QUALITY CERTIFICATION SPECIFIC CONDITION GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS;_EXCAVATIONI&FILL IN NAVIGABLE WATERS• WATMQUALITY CERTIFICATION 1. No Interference With Navigation There shall be no unreasonable interference with navigation by the work herein authorized. 2. Storage of Equipment, Materials The storage of construction equipment and materials shall be confined within the projeci'work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. 3. Install,Maintain Erosion Controls Necessary erosion control measures, i.e., straw bales, silt fencing, etc., are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. Page 2 of 7 •NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00112 4. Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State, nor shall washings from ready-mixed concrete trucks,mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 5. Runoff Directed to Upland Drywells Roof runoff shall be directed to drywells a minimum of 75 linear feet landward of the tidal wetland boundary for immediate on-site recharge. 6. Sanitary Systems above Groundwater Sanitary system(bottom of tank and leaching pools) shall .be located a minimum of 2 feet above seasonal high groundwater. 7. Driveway/Parking Area of Pervious Material Driveway and parking areas shall be constructed of NYSDEC-approved pervious materials. 8. Direct Runoff Away from Tidal Wetland and Buffer Roads, driveways, and parking areas shall be graded to direct runoff away from tidal wetlands and protected buffer areas. 9. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation(grasses, etc.) immediately following project completion or prior to permit expiration, whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season, then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 10. Temporary Mulch, Final Seeding ,If seeding is impracticable due to the time of year, a temporary mulch shall be applied""and final'seeding shall be performed at the earliest opportunity when weather conditions favor germination and growth but not more than six months after project completion. 11.' Contain Exposed, Stockpiled Soils All disturbed areas,where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains (or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer area. Tarps'are authorized to supplement these approved methods. 12. Excavation for Bulkhead/Structure Prior,to any construction or removal of bulkheads and,other shoreline stabilization structures all backfill shall be excavated landward of the structure and retained so as not to enter the waterway, tidal wetland or protected buffer area. 13. Backfilling All peripheral berms, cofferdams, rock revetments, seawalls, gabions,bulkheads or .other approved'shoreline stabilization structures shall be completed prior to placement of any fill material behind such structures. 14. No Seaward Extension-of Bulkhead The new bulkhead shall be constructed in place of the existing bulkhead with no seaward extension of the outermost bulkhead face. 15. Jet-in Bulkhead Bulkheads constructed directly adjacent to vegetated tidal wetlands shall be hand driven or jetted in with no disturbance to the'tidal wetland. Trenching is strictly prohibited. 16. Bulkhead Height The new bulkhead height shall not exceed the height of the adjacent bulkheads. Page 3 of 7 GINO NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00112 17. No Structures on Bulkhead No permanent structures shall be installed on the authorized bulkhead without first obtaining written department approval (permit,modification, amendment). 18. Clean Fill Only All fill shall consist of clean sand, gravel, or soil (not asphalt, slag, flyash,broken concrete or demolition debris). 19. Long-term Plant Survival The fill.placement area/backfill area shall be planted with native species as specified on the approved plans and the permittee shall ensure a minimum of 85% survival of plantings by the end of five growing seasons. If this goal is not met, the permit holder shall re-evaluate the restoration project in order to determine how to meet the mitigation goal and.submit plans to be approved by the office.of Marine Habitat Protection NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK,NY11790 -3409 20. Establish Vegetated Buffer To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established. There shall be no disturbance to the natural vegetation or topography within an area extending 10 linear feet landward of the tidal wetland boundary. 21. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal,,' wetlands or-protected buffer areas as a result of the permitted-activities. 22. No Construction Debris in Wetland or Adjacent Area Any debris or excess material,from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 23. 'Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are frilly aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. _ 24. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. 25. Conformance With Plans All activities authorized by this permit must be.in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by John C. Ehlers last revised on 12/29/09 (sheet 1 of 3) and En- Consultants, Inc. last revised on 1/12/10 (sheets 2 & 3 of 3), all stamped NYSDEC approved on 2/3/10 Page 4 of 7 Am NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00112 26. State May Order Removal or Alteration of Work if future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if,upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such"extent and in such time and manner as the,Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 27. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings,paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 28. State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed, the applicant shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore the site to its former. condition. No claim`'shall be made against the State of New York oni'account`of any such removal"or alteration. - WATER QUALITY CERTIFICATION SPECIFIC CONDITIONS 1. Water Quality Certification The NYS Department of Environmental Conservation hereby certifies that the subject project will not contravene effluent limitations or other limitations or standards under Sections 301, 302, 303, 306 and 307 of the Clean Water Act of 1977 (PL 95-217)provided that all,of the conditions_listed herein are met. F--7- GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department) to determine whether,the permittee is complying with this permit and the ECL. Such representative,may,order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. Page 5 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00112 A copy of this permit, including all referenced maps, drawings and special conditions,must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination.- 3. Applications For Permit-Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal,modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK,NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Excavation&Fill in Navigable, Wafers,'Tidal Wetlands,Water Quality Certification. 5. Permit Modifications,"Suspensions,and Revocations by the Department The Department reserves the right to modify, suspend or revoke this permit. The grounds for modification, suspension-or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. ekceeding"the scope'ofthe project-as described in the permit application; d. newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit, e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. ,6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. Page 6 of 7 o NEW YORK STATS DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00112 NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B:.,Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is-.responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. . Item D: No Right to Trespass or Interfere with Riparian Rights This,permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Page 7 of 7 New York State Department of Environmental Conservation Wvision of Environmental Permits, Region One SUNY@Stony Brook; 50 Circle Road; Stony Brook NY 11790-3409 Phone: (631)444-0365 - FAX: (631)444-0360 Website: www.dec.state.ny.us Alexander B Grannis Commissioner PERMIT MODIFICATION April 20, 2010 Rose L. Milazzo Revocable Trust NYSDEC #1-4738700112/00004 C/O Rose L. Milazzo Rose L. Milazzo Revocable Trust 137 Kings Road 1165 Island View Lane Hauppauge NY 11788 Southold SCTM # 11000-57-2-210 Permit Expiration: 2/2/2015 Dear Permittee: Your recent request to modify the above permit has been reviewed pursuant to 6 NYCRR Part 621 (Uniform Procedures Regulations). It has been determined that the proposed modifications will not substantially change the scope of the permitted actions or the existing permit conditions. Therefore, the permit is modified to authorize: A reduction in the length of the 36 foot low-sill bulkhead to 34 feet, and the installation of a 12 foot bulkhead return along the north property line. All work shall be performed in accordance with the plans prepared by En-Consultants Inc. last revised on 4/13/10, and stamped NYSDEC approved on 4/20/10. This letter is a modification to the original permit, and as such, shall be available at the job site whenever authorized work is in progress. PW other terms and conditions remain as written inhe oriV: al permit. r: Sin rely, - •' C `. 1i A. WielNdmi :Duty Permnis ra or cc: Eii-Consultants, Inc. Marine Habitat Protection file New York State Department of Environmental Conservation Division c4 Environmental Permits, Region 1 _ SUNY`v Stony Brook 50 Circle Road, Stony Brook, NY 11790-3409 _ Phone: (631)444-0365 - Fax: (631)444-0360 Website: www.dec.nv.gov TIDAL WETLANDS PERMIT MODIFICATION #2 November 2,2010 Rose L.Milazzo Revocable Trust NYSDEC#1-4738-00112/00004 C/O Rose L.Milazzo Rose L.Milazzo Revocable Trust Property 137 Kings Road 1165 Island View Lane Hauppauge NY 11788 Southold SCTM# 1000-57-2-20 Permit Expiration: 2/2/2015 Dear Permittee: Your recent request to modify the above permit has been reviewed pursuant to 6 NYCRR Part 621 (Uniform Procedures Regulations). It has been determined that the proposed modifications will not substantially change the scope of the permitted actions or existing permit conditions. Therefore,the permit is modified to authorize: The portion of the existing dwelling to be reconstructed will be raised to elevation 13' and the two story addition will have a first floor elevation of 13'. All work shall be performed in accordance with the survey plan prepared by John C. Ehlers last revised on 10/5/10, and stamped NYSDEC approved on 11/2/10. The portion of the property that is landward(westerly)of the 10 foot elevation contour-line, as shown on the aforementioned survey plan, is beyond the jurisdiction of Article 25 Tidal Wetlands. Therefore,in accordance with the current Tidal Wetlands Land Use Regulations(6 NYCRR Part 66 1)no permit is required under the Tidal Wetlands Act for any work which may occur on the parcel landward(westerly) of the above jurisdictional boundary. Please be advised, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above,without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project(i.e. a 15'to 20'wide construction area) or erecting a temporary fence,barrier, or hay bale berm. This letter is a modification to the original permit, and as such, shall be avails at the job site w ever authorized work is in progress. All other terms and conditions remain as written in the origin per it. J ncepely, \ �t t r John ieland D Permit Administrator Enclosure cc: En-Consultants,Inc. Habitat—TW File FORM NO. 3 NOTICE OF DISAPPROVAL DATE: February 9, 2011 To: Rob Hermann for Rose Milazzo 1319 No. Sea Rd. Southampton,NY 11968 Please take notice that your application dated January 20, 2011 or�tocons�tructadditions andalterations t�an xisting�season�alcotta � Location of property 1165 Island View Lane, Greenport, County Tax Map No. 1000- Section 57 Block 2 Lot 20 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 10,622 square foot parcel(7,624 sq ft upland)in the R-40 District is not permitted pursuant to Article XXIII Section 280-122 which states; "Nothing in this article shall be deemed to prevent the remodeling, reconstruction or enlargement of a non-conforming building containing a conforming use, provided that such action does not create any new non-conformance or increase the degree of non-conformance with regard to the regulations •pe Gaining to such buildings The existing dwelling has,asingle-side yard setback of+/- 5.5 feet. Tlie proposed additions/alterations, up gon completion will have aC leside vard setb ckpf 5.5' andcosetbacDof 20.5'. Therefore the proposed construction is not permitted pursuant to Article XXIII Section 280-124 which states that non-conforming lots measuring less than 20,000 square feet in total size, require a single yard setback of 10 feet and combined setbacks of 25'.. In addition the proposed construction is not permitted pursuant to Article)XII Section 280-116B which states; "All buildings located on lots upon which a bulkhead, concrete wall, riprap or similar structure exists and which are adiacent to tidal water bodies other than sounds shall be set back not less than seventy- five(75) feet from the bulkhead." The proposed construction is proposed 31' from the existing bulkhead. Authorized Signature CC: file, Z.B.A Note to Applicant: Any change or deviation to the above referenced application may require additional review from the Southold Town Building Department. BOARD MEMBERS OF soar Southold Town Hall Leslie Kanes Weisman,Chairperson O�� yo! 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 James Dinizio,Jr. Office Location: Gerard P. Goehringer G Q Town Annex/First Floor,Capital One Bank George Horning .'�c� �� 54375 Main Road(at Youngs Avenue) Ken Schneider IyC�U Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 •Fax(631) 765-9064 April 24, 2012 Rose Milazzo Revocable Trust 137 Kings Road Hauppauge,NY 11788 RE: Request for a de minimis change to ZBA Application#6471 Dear Ms. Milazzo, I am in receipt of your letter dated April 12, 2012 and received by the Office of the Zoning Board of Appeals on April 13, 2012, requesting approval to incorporate a basement in your construction plans for your property located at 1165 Island View Lane in Greenport. Upon consultation with the Building Department, I confirmed that you have received the necessary FEMA approval to do so. Since there are no changes proposed to the building's footprint, setbacks to property lines and water bodies/wetlands, or height, as approved by the Board of Appeals in the above cited decision, I have determined that your request is de minimis in nature and will forward a copy of this letter to the Building Department so that you may proceed with your project. Si cer , EBLD Leslie Kanes Weisman, ZBA Chairperson CC: Michael Verity, Chief Building Inspector BOARD MEMBERSUr Southold Town Hall Leslie Kanes Weisman,Chairperson �%®f SDy0 53095 Main Road-P.O.Box 1179 �O �4 Southold,NY 11971-0959 James Dinizio,Jr. Office Location: Gerard P.Goehringer G Town Annex/First Floor,Capital One Bank George Horning �O • �O 54375 Main Road(at Youngs Avenue) Ken Schneider ��100um Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALSREC I'VED TOWN OF SOUTHOLD Tel.(631)765-1809-,Fax(631)765-9064 JUL; 4 2011 FINDINGS,DELIBERATIONS AND DETERMINATION' MEETING OF JUNE 15,2011SOMOITo wn C rk ZBA FILE :#6471 NAME OF APPLICANT;Rose L. Milazzo Revocable Trust PROPERTY LOCATION:I 165 Island View Lane,(adj.to underwater lands)Greenport,NY CTM 1000-57-2-20 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without' further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated April 25, 2011 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP: This application has been reviewed under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The Applicant's property is a non-conforming 10,622 sq. ft. waterfront parcel with 7,624 sq. ft. of upland area, in the R-40 Zone. The northerly lot line measures 168.70 feet,the easterly lot line measures 134.35 feet,the southerly lot line measures 226.25 feet, and the westerly lot line measures 33 feet along a 16 feet private right of way offset from Island View Lane. The parcel is currently improved with a pre- existing, non-conforming single family seasonal cottage, as shown on the survey drawn by John C. Ehlers, Land Surveyor, and dated May, 1,2006 and last revised Dec. 6,20.10. BASIS OF APPLICATION: Request for Variances under Sections 280-122,280-124 and 280-116B, based on the Building Inspector's February 9, 2011 Notice of Disapproval concerning an application for additions and alterations to an existing seasonal cottage,which proposed construction will be: 1)less than the code-required minimum side yard setback of 10 feet;2)less than the code required combined side yard setbacks of 25 feet;3) less than the code required setback of 75 feet from the bulkhead. RELIEF REQUESTED: The Applicant proposes to construct a 214 sq. ft, deck, an 854 sq, ft two-story addition, and alterations to the existing 595 sq. ft seasonal cottage. The Applicant seeks two (2) variances to build alterations to the existing structure that, while maintaining the existing non-conforming side yard setback of 5.5 feet, when 10 feet is required by Town Code, and also maintaining the combined side yard setbacks of 20.5 feet, when 25 feet is required, will have the effect of increasing the degree of non-conformity by raising the overall height of the structure in order for the Applicant to re-build the foundation and comply with FEMA flood zone requirements.The Applicant seeks one(1)variance for proposed construction with a 31 foot setback from a Page 2—July 21,2011 %IIA File#6471-Milmo c,rM: 1000-57-2-20 bulkhead, when 75 feet is required by Town Code. The proposed two story addition will have conforming side yard setbacks. ADDITIONAL INFORMATION: The Applicant has submitted a Board of Southold Town Trustees Wetland Permit dated May 19,2010 for the site plan. The Applicant has submitted a NYS DEC Tidal Wetlands Permit,and a Suffolk County Dept. of Health Services Permit for construction of a new sewage disposal system. The Applicant's site plan also indicates a new connection to municipal water supply, to replace an existing well. In Appeal #3973 dated Jan. 11, 1991, the Applicant's request was denied without,prejudice for a proposed site plan that included a 2,034 sq. ft structure with two non-conforming side yards, a non-conforming 25 feet setback from the bulkhead, while also proposing to continue the use of the existing septic system, and on-site well water. A neighbor spoke in favor of the application. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on June 2,2011 and July 7, 2011, at.which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property,an assessment of the character of the'neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. A number of cottages in the neighborhood have been enlarged over time and the applicant's proposed finished dwelling of 1,492 sq. ft. is appropriate to the size of their small,wedge shaped lot.The non-conforming single and combined side yard setbacks will remain unchanged. The non-conforming area of the existing structure will remain single story. The proposed second story addition has conforming setbacks. 2. Town Law 5267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than with area variances. The existing structure is located within a non- conforming building envelope,and therefore the proposed alterations and renovations require variances. 3. Town Law 6267-b(3)(b)(3). The variance relief granted herein for the single side yard setback of 5.5 feet is +50% from Code required 10 feet and is substantial. The variance relief granted herein for the combined side yard, of 20.5 feet is 18% from Code required 25 feet, and is not substantial when considering the size of the property, and the fact that the second side yard has a conforming setback.The variance relief granted herein for the distance to the bulkhead of 31 feet, is+65% from Code required 75 feet, and is substantial. However, it is in keeping with surrounding homes that have similar non-conforming bulkhead setbacks and a portion of the existing cottage will be removed to increase the existing non-conforming 27 foot bulkhead setback to a more conforming 31 feet. 4. Town Law 6267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. Although the non-conforming setback from the bulkhead will remain, the portion of the existing structure that will be permanently removed will increase the distance from the non-bulkhead portion of the tidal wetlands. The proposed two story addition will have conforming side yard setbacks. A 10 ft. wide 850 sq. ft, non-turf buffer will reduce runoff to the creek. The proposed addition on the landward side of the existing dwelling does not require variances, the applicant will install a new septic system further away from the water,and storm water runoff will be contained on site per town code. 5. Town Law 6267-b(3)(b)(5). The difficulty has been self-created in so far as the applicant proposes to keep the pre-existing nonconformities of the existing cottage 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of structural renovations and a new deck, while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. Pagc 3-July 21,2011 ZHA File46471-Milazzo CTM, 1000-57-2.20 RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Horning, seconded by Member Weisman (Chairperson),and duly carried,to GRANT, the variances as applied for, and shown on the site survey drawn May, 1, 2006, and last revised Dec 6, 2010 by John C. Ehlers, Land Surveyor and the architectural drawings by Peter Caradonna Architects dated 10-12- 10 and labeled SP-1,A-1.1, A-1.2,A-2.1, A-2.2. Any deviation from the survey,site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit,and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps,are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code,other than such uses,setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board., Ayes:Members Weisman(Chairperson),Horning, Goehringer, Dinizio,Schneider. Thrs Resolution was duly adopted(S-0). /all -41 Leslie Kanes Weisman,Chairperson Approved for filing�f �L /2011 I dIDSI)FFQ/r APR 2 4 201 Town of Southold coo Erosion, Sedimentation & Storm-Water Run 0 -off ASS SS PROPERTY LOCATION: S.C.LM.# THE FOLLOWING ACTIONS MAY REQUIRE TMEsusmlssjdAWAOUTHOLIj 01 STORM-WATER,GRADING,DRAINAGE AND ER S O CONTROL PLAN nlstNct �ccbon —9rotf— —L"i CERTIFIED BY A DESIGN PROFESSIONAL iN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORKASSESSMENr Yes No a. What is the Total Area of the Project Parcels? Will this Project Retain All Storm-Watt r Run Off (include Total Area of all Parcels located within /� the Scope of Work for Proposed Construction) n-2-4 3 9 U 'fir Generated by a Two(2")Inch Rainfall on Site? b. What is the Total Area of Land Clearing (S.F/Acres) (This item will include all run-off created by site clearing and/or Construction activities as well as all andlor Ground Disturbance for the proposedEl Site Improvements and the permanent creation of construction activity? impervious surfaces.) (S.F./Acres) PROVIDE BRIEF PROJECT' DFSCRIPTZON tProv daaddNaaal Pages as Needed) 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location?This S R7—1 Item shall include all Proposed Grade Changes and I Sio es Controlling Surface Water Flow.p g i 3 foes the Site Pian and/or Survey describe the erosion G00/O t]loo f i 1 Y and sediment control practices that will be used to ❑ j control site erosion and storm water discharges. This ! item must be maintained throughout the Entire f Construction Period. ! 4 Will this Project Require any Land Filling,Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? El 5 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000 S.F.)Square Feet of Ground Surface? -- j i 6 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction General DEC SWPPP Requirements: or within CJr a dr (100')feet of a Wetla dor ! Submission of a SWPPP is required for al?Construction activities involving soil Beach? I-t t Clot (S$U h�, disturbances of one(1)or more acres; including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes r are part of a larger common plan that will ultimately disturb one or more acres of land; which Exceed Fifteen(15)feet of Vertical Rise to including Construction activities involving sol disturbances of less than one(t)acre whereOne Hundred(100')of Horizontal Distance? i the DEC has determined that a SPDES permit Is required for storm water discharges. (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8 Will Driveways,Parking Areas or other Impervious for Storm Water Discharges from Construction activity-Permit No.GP-0-10.001.) Surfaces be Sloped to Direct Storm-Water Run-Off X ' 1.The SWPPP shall be prepared prior to the submittal of the NOL The NOI shall be into and/or in the direction of a Town right-of-way? submitted to the Department prior to the commencement of construction activity. 2 The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, i required,post-construction storm water management practices that will be used andfor Removal of Vegetation and/or the Construction of any ® � t constructed to reduce the pollutants in storm water discharges and to assure compliance with the terms and conditions of this permit.In addition, Within the Town Right-of-Way or Road Shouldern,the SWPPP shall Area?(Tars Item will NOT Include the butaua0on of Ddv identify potential sources of pollution which may reasonably be expected to affect the Mron9) i quality of storm water discharges. NOTE; If Any Answer to Questions One through Nine is Answered with a Check Mark 3.All SWPPPs that require the post-construction storm water management practice Iiia Box and the construction site disturbance is between 5,000 S.F.8:1 Acre In area, component shall be prepared by a qualified Design Professional Licensed in New York a Stone Water,Grading,Drainage&Erosion Control Plan is Required by the Town of that Is knowledgeable In the pnnciples and practices of Storm Water Management. Southold and Must be Subrriltted for Review Prior to Issuance of Any Building Permit. i (NOTE: A Check Mark(,I)andror Anwar for each Question Is Required for a Complete Alivi ailon) I STATE OF NEW YORK COUNTY OR.. a J ......................SS i That i; ;....................................being duly sworn,deposes and says that he/she is the applicant for Permit, P ='1 (Name of individual signing Document) f� And that he/she is the-Trw.s r.......0 .. .....Eo—i-f L- mac(r(ea + ev 0 ea, ((3 (��t S Jt:AINETTE CAS a EL ............. ...................................t... . .................... 1V0 ....,.. .� (owrter,Ccrllractor.Agent,Corporate pificer,etc) ' �O$al' ��I.(�IIC State 0'f New York ! i Owner and/or representative of the Owner or Owners,and is duly authorized to perform or lea p rm A the US'd 061RAMIN38 make and dile this application;that all statements contained in this application are true to the st o hil5 knor l�l�zl# bt) {�g(�(C n� that the work Kill be performed in the manner set fortis in the application filed hereat' Commission Expires IVIG 4h, Swom to before me this;j .�..'. day of ....,20.�-r— 11 NotaryPublic: ...................... .................. ......................__.................. (Slgnat� of Applicant) FORM - 06/10 i - o��oF sotlyo! � o Town Han Annex Jf Jt Telephone(631)765-1802 54375 Main Road 5-99 pp22, P.O.Sox 1179 G Q roger.richertffown soulnoltl.ny.us j Southold,NY 11971-0959 �O BUILDING DEPARTMENT TOWN OF SOUTHOLD � APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY. Date: Company Name: S �eLg—� �- Name: ±. License No.: Address: 40 Phone No.: / 1� � . JOBSITE fNFORMATION: (*Indicates required information) *Name: p S t= " Z 2O - *Address: S^ ,til�Ja�" U C-to *Cross Street: ��,�� � �/ acu D *Phone No.: 76,E Permit No.: 379 f. Tax-Map District: 1000 Section: Block: Lot *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES NO Rough In Final *Do-you need a Temp Certificate: YES NO Temp Information(if needed) *Service Size: 1 hase 3Phase 100 150 200 300 350 . 400 Other I . *New Service: Re-connectUnderground Number of Meters( Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION ! . .82-Re est for inspection Form Ce )Xti -PAR Xf ° Federal Emergency Management Agency d 4 Washington, D.C. 20472 Nn 5E��� Apri112,2012 MR.JOHN EHLERS CASE NO.: 12-02-0859A JOHN C.EHLERS LAND SURVEYOR CONINIUNITY: TOWN OF SOUTHOLD,SUFFOLK 6 EAST MAIN STREET COUNTY,NEW YORK RIVERHEAD,NY 11901 COMMUNITY NO.: 360813 DEAR MR. EHLERS: This is in reference to a request that the Federal Emergency Management Agency (FEMA) determine if the property described in the enclosed document is located within an identified Special ` Flood Hazard Area, the area that would be inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year (base flood), on the effective National Flood Insurance Program (NFIP) map. Using the information submitted and the effective NFIP map, our determination is shown on the attached Letter of Map Amendment (LOMA) Determination Document. This determination document provides additional information regarding the effective NFIP map, the legal description of the property and our determination. Additional documents are enclosed which provide information regarding the subject property and LOMAs. Please see the List of Enclosures below to determine which documents are enclosed. Other attachments specific to this request may be included as referenced in the Determination/Comment document. If you have any questions about this letter or any of the enclosures, please contact the FEMA Map Assistance Center toll free at (877) 336-2627(877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, Attn: RAMPP eLOMA Coordinator, 8401 Arlington Blvd,Fairfax, VA 22031-2666,Fax: 800-684-6860. Sincerely, Luis Rodriguez,P.E., Chief Engineering Management Branch Federal Insurance and Mitigation Administration LIST OF ENCLOSURES: LOMA DETERMINATION DOCUMENT(REMOVAL) cc: State/Commonwealth NFIP Coordinator Community Map Repository Region Page 1 of 3 ' Date: April 12,2012 Case No.: 12-02-0859A LOMA �tvA�,�h� rt Federal Emergency Management Agency ®" Washington,D.C.20472 LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT (REMOVAL) COMMUNITY AND MAP PANEL INFORMATION LEGAL PROPERTY DESCRIPTION TOWN OF SOUTHOLD,SUFFOLK A parcel of land,as described in the Bargain and Safe Deed recorded COUNTY,NEW YORK in Liber D00012095,Page 427,in the Office of the County Clerk, COMMUNITY Suffolk County,Now York(SBL:57-2-20) COMMUNITY NO.:360813 AFFECTED NUMBER:36103CO159H MAP PANEL DATE:9/25/2009 FLOODING SOURCE:SOUTHOLD BAY APPROXIMATE LATITUDE&LONGITUDE OF PROPERTY:41.079, -72.378 SOURCE OF LAT&LONG:GPS DATUM:NAD 83 DETERMINATION OUTCOME 1%ANNUAL LOWEST LOWEST WHAT Is CHANCE ADJACENT LOT LOT BLOCK/ SUBDIVISION STREET REMOVED FROM FLOOD FLOOD GRADE ELEVATION SECTION THE SFHA ZONE ELEVATION ELEVATION (NAVD 88) NAVD 88) (NAVD 88 — — — 1165 Island View Lane Structure X(shaded) — 6.5 feet — Special Flood Hazard Area (SFHA) - The SFHA is an area that would be inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year base flood). ADDITIONAL CONSIDERATIONS Please refer to the appropriate section on Attachment 1 for the additional considerations listed below.) eLOMA DETERMINATION This document provides the Federal Emergency Management Agency's determination regarding a request for a Letter of Map Amendment for the property described above. Using the information submitted and the effective National Flood Insurance Program (NFIP) map, we have I determined that the structure(s) on the, property(ies) is/are not located in the SFHA, an area inundated by the flood having a 1-percent chance of being equaled or exceeded in any gien year (base flood). This document amends the effective NFIP map to remove the subject property from the SFHA located on the effective NFIP map, therefore, the Federal mandatory flood insurance requirement does not apply. However, the lender has the option to continue the flood insurance requirement to protect its financial risk on the loan. A Preferred Risk Policy (PRP) is available for buildings located outside the SFHA. Information about the PRP and how one can apply is enclosed. This determination is based on the Hood data preserty available. The enclosed documents provide addition{ information regarding this determination. If you have any questions about this document, please contact the FEMA Map Assistance Center toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, Attn: RAMPP eLOMA Coordinator, 8401 Arlington Blvd, Fairfax,VA 22031-2666,Fax:800-684-6860. Luis Rodriguez,P.E.,Chief Engineering Management Branch eLOMA Federal Insurance and Mitigation Administration Pagel of 3 Date: April 12,2012 Case No.: 12-02-0859A LOMA Federal Emergency Management Agency i otZ.ZO Washington,D.C.20472 �tAND SS�'J e LETTER OF MAP AMENDMENT , DETERMINATION DOCUMENT (REMOVAL) COMMUNITY AND MAP PANEL INFORMATION LEGAL PROPERTY DESCRIPTION TOWN OF SOUTHOLD,SUFFOLK A parcel of land, as described in the Bargain and Sale Deed recorded COUNTY,NEW YORK in Liber D00012095, Page 427, in the Office of the County Clerk, Suffolk County, New York(SBL: 57-2-20) COMMUNITY COMMUNITY NO.:360813 AFFECTED NUMBER:36103CO159H MAP PANEL DATE:9/25/2009 FLOODING SOURCE:SOUTHOLD BAY APPROXIMATE LATITUDE&LONGITUDE OF PROPERTY:41.079, -72.378 SOURCE OF LAT&LONG:GPS DATUM:NAD 83 DETERMINATION OUTCOME 1%ANNUAL LOWEST LOWEST WHAT IS CHANCE ADJACENT LOT LOT BLOCK/ SUBDIVISION STREET REMOVED FROM FLOOD FLOOD GRADE ELEVATION SECTION THE SFHA ZONE ELEVATION ELEVATION (NAVD 88) NAVD 88) (NAVD 88 — 1165 Island View Lane Structure X(shaded) — 6.5 feet — Special Flood Hazard Area (SFHA) - The SFHA is an area that would be inundated by the flood having a 1-percent chance of being equaled or exceeded in any given vear(base flood). ADDITIONAL CONSIDERATIONS(Please refer to the appropriate section on Attachment 1 for the additional considerations listed below.) eLOMA DETERMINATION This document provides the Federal Emergency Management Agency's determination regarding a request for a Letter of Map Amendment for the property described above. Using the information submitted -ano the effective National Flood Insurance Program (NFIP) map, we have determined that the structure(s) on the property(ies) is/are not located in the SFHA, an area inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year (base flood). This document amends the effective NFIP map to remove the subject property from the SFHA located on the effective NFIP map; therefore, the Federal mandatory flood insurance requirement does not apply. However, the lender has the option to continue the flood insurance requirement to protect its financial risk on the loan. A Preferred Risk Policy (PRP) is available for buildings located outside the SFHA. Information about the PRP and how one can apply is enclosed. This determination is based on the flood data presently available The enclosed documents provide additional information regarding this determination. If you have any questions about this document, please contact the FEMA Map Assistance Center toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, Attn RAMPP eLOMA Coordinator, 8401 Arlington Blvd, Fairfax,VA 22031-2666,Fax:800-684-6 D EC E APR 18 2012 `-_ Luis Rodriguez,P.E.,Chief BLDG DEPT. Engineering Management Branch eLOMA TOWN OF SOUTHOLD Federal Insurance and Mitigation Administration Page 2 of 3 Date: April 12,2012 Case No.: 12-02-0859A LOMA ,XR Federal Emergency Management Agency Washington,D.C.20472 �tgND 5�GJ LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT (REMOVAL) ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) Structure Removal: The following considerations may or may not apply to the determination for your Structure: PORTIONS OF THE PROPERTY REMAIN IN THE SFHA and/or FLOODWAY- Portions of this property, but not the subject of the Determination document, may remain in the Special Flood Hazard Area (SFHA)and/or the regulatory floodway for the flooding source indicated on the Determination Document.The NFIP regulatory floodway is the area that must remain unobstructed in order to prevent unacceptable increases in base flood elevations. Therefore, no construction may take place in an NFIP regulatory floodway that may cause an increase in the base flood elevation. Therefore, any future construction or substantial improvement on the property remains subject to Federal, State/Commonwealth, and local regulations for floodplain management. The NFIP regulatory flood way is provided to the community as a tool to regulate floodplain development. Modifications to the NFIP regulatory floodway must be accepted by both the Federal Emergency Management Agency(FEMA) and the community involved.Appropriate community actions are defined in Paragraph 60.3(d) of the NFIP regulations. Any proposed revision to the NFIP regulatory floodway must be submitted to FEMA by community officials.The community should contact either the Regional Director(for those communities in Regions I-IV, and VI-X), or the Regional Engineer(for those communities in Region V)for guidance on the data which must be submitted for a revision to the NFIP regulatory floodway. Contact information for each regional office can be obtained by calling the FEMA Map Assistance Center toll free at(877) 336-2627 (877-FEMA MAP)or from our web site at http://www.fema.gov/aboutiregoff.htm. STUDY UNDERWAY-This determination is based on the flood data presently available. However, the Federal Emergency Management Agency may be currently revising the National Flood Insurance Program (NFIP) map for the community. New flood data could be generated that may affect this property. When the new NFIP map is issued it will supersede this determination.The Federal requirement for the purchase of flood insurance will then be based on the newly revised NFIP map. EXTRATERRITORIAL JURISDICTION.-The subject of•the determination is shown-on the National Flood Insurance Program map and may be located in an Extraterritorial Jurisdiction area for the community indicated on the Determination Document. LEVEE-The subject property may be located in an area protected from the 1-percent annual chance flood (base flood) by a levee or other structure subject to possible failure or overtopping by a flood larger than the base flood. This attachment provides additional information regarding this request If you have any questions about this attachment, please contact the FEMA Map Assistance Center toll free at (877) 336-2627(877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency,Attn:RAMPP eLOMA Coordinator,8401 Arlington Blvd,Fairfax.VA 22031-2666.Fax:800-684-6860. Luis Rodriguez,P.E.,Chief Engineering Management Branch Federal Insurance and Mitigation Administration Page 3 of 3 Date: April 12,2012 Case No.: 12-02-0869A LOMA 0�4��yoy Federal Emergency Management Agency Washington,D.C.20472 JIVD 5��� LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT (REMOVAL) ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) GROUND SUBSIDENCE -The location of this request may be in an area subject to ground subsidence, the lowering of the ground as a result of natural occurrences such as soil settlement, or artificial occurrences such as the extraction of water or oil from the ground. While the elevations submitted with this request show the subject property is currently above the Base Flood Elevation (BFE),the property may"subside"with the passage of time to the extent that property elevations would be below the BFE and flood insurance may be required. GREAT LAKES-The Federal Emergency Management Agency(FEMA) has based this determination on elevation data,which is published in the current Flood Insurance Study for the community. However, the elevations established in the U.S.Army Corps of Engineers (USACE) reports on the Great Lakes are the best available data known to us. If in the future there are any subsequent map revisions to the national Flood Insurance Program map and the USACE reports remain the best available data known, FEMA will use those elevations for any such revisions. Further, be advised that the elevations on the Flood Insurance Rate Map (FIRM) may only reflect the Stillwater elevation for the lake and may not account for the effects of wind driven waves or wave run-up. On-site conditions such as wind speed,wind direction, fetch distance, water depth and the slope of the beach or bluff may result in significant increases to the base flood elevation. Therefore, it is strongly recommended that the requestor be aware of these circumstances and, if warranted, evaluate the effects of wind driven waves along the shoreline of the property. STATE AND LOCAL CONSIDERATIONS- Please note that this document does not override or supersede any State or local procedural or substantive provisions which may apply to floodplain management requirements associated with amendments to State or local floodplain zoning ordinances, maps, or State or local procedures adopted under the National Flood Insurance Program. COASTAL BARRIER RESOURCE SYSTEM-The subject of this determination may be located within the Coastal Barrier Resource System (CBRS). Federal financial assistance, including Federal flood insurance, is not available in CBRS areas for new construction or substantial improvements occurring after the date on which the area was declared by Congress to be part of the CBRS or otherwise protected area as required by the Coastal Barrier Resources Act(Public Law 97-348) and the Coastal Barrier Improvement Act 1990 (Public Law 101-591). This date is indicated on the National Flood Insurance Program map. For further information on this property and the CBRS or otherwise protected area designation, contact the U.S. Department of the Interior. This attachment provides additional information regarding this request. If you have any questions about this attachment, please contact the FEMA Map Assistance Center toll free at (877) 336-2627(877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency,Attn:RAMPP eLOMA Coordinator,8401 Arlington Blvd,Fairfax.VA 22031-2666.Fax:800-684-6860 Luis Rodriguez,P.E.,Chief Engineering Management Branch Federal Insurance and Mitigation Administration TITLE NO: C11-7474-10133SUFF District: 1000 Section: 057.00 Block: 02.00 Lot: 020.000 Town of Southold Southold, New York Gentlemen: CHICAGO TITLE INSURANCE COMPANY hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. CHICAGO TITLE INSURANCE COMPANY certifies that the above-captioned property has been in single and separate ownership by Rose Milazzo and John P. Milazzo, as Trustees of the Rose L. Milazzo Revocable Trust dated 11/20/2000 and his/her predecessors in title since prior to 4/1/1957 except as follows: (see attached chains of title). No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty-Five Thousands Dollars ($25,000.00) and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: 2/25/2011 CH j07TITJ-E INSURANCE CO PANY BRUCE W PHILLIPS, SR. Sworn to before me this 25th day of February, 2011 /Notary Public Public 1 SANDRA J.GOLESKI Notary Public,#01 G05032467 Suffolk County,New York Commission Expires Aug 29.20 B/ S TITLE NO. C11-7474-10133SUFF STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) BRUCE N. PHILLIPS, SR., being duly sworn deposes and says: That he has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM: 1000-057.00-02.00-020.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 4/01/1957. SUBJECT PREMISES: 1000-057.00-02.00-020.00013 Westphalia Corporation . Liber 2752 cp 580 To Dated: 4/04/1947 Frank E. Horn Rec'd: 9/17/1947 (premises & more) Frank E. Horn Liber 4726 cp 525 To Dated: 11/14/1959 Carmine Lordi and Grace Lordi, his wife Rec'd: 11/17/1959 Carmine Lordi and Grace Lordi, his wife Liber 6970 cp 570 To Dated: 7/11/1971 Gustave Zelenko and Rec'd: 7/22/1971 Frances Zelenko, his wife CI-11GO TITLE INSURANCE COMPANY i BRUCEM. PHILLIPS, R. Sworn to before me this 25th day of February, 2011 otary Public SANDRA J GOLESKI Notary Public,S01 G05032467 2 Suffolk County,New York Commission Expires: Aug 29.20 Gustave Zelenko and Liber 7944 cp 527 Frances Zelenko, his wife Dated: 11/10/1975 To Rec'd: 11/18/1975 Janet T. Swanson and Dorothy 1. Abbott, as tenants in common Gustave Zelenko and Liber 9867 cp 289 Frances Zelenko, his wife Dated: 8/05/1985 To Rec'd: 9/06/1985 Janet T. Swanson and Corrects Liber 7944 cp 527 Dorothy I. Abbott, as joint tenants Dorothy I. Abbott and Liber 9867 cp 293 Janet T. Swanson Dated: 8/16/1985 To Rec'd: 9/06/1985 John P. Milazzo and Rose L. Milazzo, his wife John P. Milazzo and Rose L. Milazzo, his wife Liber 12095 cp 427 To Dated: 11/20/2000 Rose L. Milazzo and John P. Milazzo, as Rec'd: 1/08/2001 Trustees of the Rose L. Milazzo Revocable Trust dated 11/20/2000 LAST DEED OF RECORD PREMISES NORTH: 1000-057.00-02.00-021.000 Westphalia Corporation Liber 2752 cp 580 To Dated: 4/04/1947 Frank E. Horn Rec'd: 9/17/1947 (premises & more) CHIC O TITLE INSURANCE COMPANY BRU N. PHILLIPS, . Sworn to before me this 25th day of February, 2011 "A""/,,Q- x%"�. otaryPublic SANDRA J.GOLESKI Notary Public.001GO5032467 Suffolk County.New York 3 Commission Expires. Aug 29 20 l Frank E. Horn Liber 5284 cp 483 To Dated: 12/17/1962 Francis G. Engelhardt and Rec'd: 12/27/1962 Eunice B. Engelhardt, his wife Francis G. Engelhardt and Liber 7583 cp 302 Eunice B. Engelhardt, his wife Dated: 1/29/1974 To Rec'd: 2/05/1974 Muriel Baldwin Muriel Baldwin Liber 12091 cp 171 To Dated: 11/09/2000 Muriel Baldwin and George J. Baldwin, as Rec'd: 12/18/2000 Trustees of the Muriel Baldwin Revocable Trust dated 11/09/2000 George J. Baldwin, Trustee and Kenneth Liber 121256 cp 746 Baldwin, Trustee of the Muriel Baldwin Dated: 10/29/2001 Revocable Trust dated 11/09/2000 Rec'd: 12/05/2001 To George J. Baldwin Trustee and Kenneth Baldwin, Trustee of the Muriel Baldwin Family Trust f/b/o George J. Baldwin LAST DEED OF RECORD PREMISES EAST: 1000-057.00-02.00-037.001 Westphalia Corporation Liber 2752 cp 580 To Dated: 4/04/1947 Frank E. Horn Rec'd: 9/17/1947 (premises & more) CHICWjO TITLE INSURANCE COMPANY BRUCE,N. PHILLIP , SK.- Sworn .Sworn to before me this 25th day of February, 2011 Notary Public SANDRA J GOLESKI 4 Notary Public,#01G05032467 Suffolk County,New York Commission Expires Aug 29,20 1 Lk Frank E. Horn died a resident of Suffolk County on 1/11/1966. Beatrice Lillian Horn, as Executrix of the Liber 8469 cp 92 Last Will and Testament of Frank E. Dated: 1/07/1977 Horn, deceased Rec'd: 2/05/1978 To John H. Mulholland Beatrice Lillian Horn, as Executrix of the Liber 11823 cp 771 Last Will and Testament of Frank E. Dated: 3/05/1997 Horn, deceased Rec'd: 4/03/1997 To Corrects Liber 8469 cp 92 John H. Mulholland John H. Mulholland Liber 11830 cp 663 To Dated: 3/09/1997 John H. Mulholland Living Trust dated Rec'd: 5/15/1997 10/29/1996 and any amendments thereto LAST DEED OF RECORD PREMISES SOUTH: 1000-057.00-02.00-019.000 Westphalia Corporation Liber 2752 cp 580 To Dated: 4/04/1947 Frank E. Horn Rec'd: 9/17/1947 (premises & more) Frank E. Horn Liber 4726 cp 531 To Dated: 11/14/1959 Theresa Casamisnia Rec'd: 11/17/1959 CHIC O TITLE INSURANCE COMPANY BRU N. PHILLIP , SR. Sworn to before me this 25th day of February, 2011 otary Public SANDRA J.GOLESKI Notary Public,#01G05032467 5 Suffolk County,New York Commission Expires Aug 29.201 Theresa Casamisnia Liber 11678 cp 517 To Dated: 4/28/1994 John F. Larsen Rec'd: 5/26/1994 John F. Larsen Liber 12100 cp 343 To Dated: 1/18/2001 Anthony P. Salvatore and Rec'd: 2/01/2001 Mary Salvatore, his wife Anthony P. Salvatore and Liber 12464 cp 18 Mary Salvatore, his wife Dated: 6/16/2006 To Rec'd: 8/11/2006 Michael J. Recan Michael J. Recan Liber 12640 cp 714 To Dated: 10/01/2010 Rose L. Milazzo, Janinne Marie Milazzo and Rec'd: 10/19/2010 Marie Clare Milazzo Kaufman, Trustees of the John P. Milazzo Family Trust LAST DEED OF RECORD PREMISES WEST: 1000-057.00-02.00-042.008 Kerwin and Kerwin Inc. Liber 2078 cp 45 To Dated: 12/12/1939 Adam Pekunka and Rec'd: 12/12/1939 Dominika Pekunka, his wife (premises & more) Adam Pekunka and Liber 6956 cp 115 Dominika Pekunka, his wife a/k/a Dated: 3/20/1971 Adam Pecunky and Dominica Pecunky, his wife Rec'd: 6/29/1971 To (premises & more) Mitchell Pekunka and Anna Pekunka, his wife CHICV50 TITLE INSURANCE COMPANY BRUC N. PHILLIPS R. Sworn to before me this 25th day of February, 2011 Notary Public 6 SANDRA J.GOLESKI Notary Public,#01GO5032467 Suffolk County,New York commission Expires. Aug.29.20 4 Mitchell Pekunka and Liber 8577 cp 29 Anna Pekunka, his wife Dated: 12/20/1978 To Rec'd: 12/28/1978 Anesthesia Group PC (premises & more) Mitchell Pekunka and Liber 11391 cp 568 Anna Pekunka, his wife Dated: 12/20/1978 To Rec'd: 12/26/1991 Anethesia Group P.C. Retirement Fund Corrects Liber 8577 cp 29 F.B.O. Bertram S. Holder, M.D. Anesthesia Group P.C. Liber 11012 cp 179 To Dated: 1/18/1990 Edwin M. Latson Rec'd: 2/06/1990 Edwin M. Latson Liber 12466 cp 23 To Dated: 8/08/2006 John Krepp and Margaret Krepp, as to 50% and Rec'd: 8/24/2006 Dorothy Rom and Richard Rom, as to 50% LAST DEED OF RECORD PREMSIES WEST: 1000-057.00-02.00-042.008 Francis Pitt and Edna Pitt Liber 4273 cp 320 To Dated: 6/09/1957 Arthur F. Finnman and Frances Pitt Rec'd: 3/18/1957 Arthur F. Finnman and Frances Pitt Liber 5707 cp 21 To Dated: 1/25/1965 Joseph J. Arciprete and Rec'd: 3/01/1965 Marie J. Arciprete, his wife CHICA TITLE INSURANCE OMPANY BRUCE . PHILLIPS, 6,. Sworn to before me this 25th day of February, 2011 NotaryPublic SANDRA J.GOLESKI Notary Public,#01G050324637 Suffolk County,New York ILL Commission Expires Aug.29.20 Marie J. Arciprete, being the widow of Liber 6583 cp 530 Joseph J. Arciprete who died 2/13/1969 Dated: 7/03/1969 Queens County Rec'd: 7/14/1969 To Charles Krepp and Frieda Krepp, his wife Charles Krepp and Frieda Krepp, his wife Liber 12027 cp 355 To Dated: 7/15/1999 Dorothy Rom, James Krepp and John Krepp Rec'd: 3/13/2000 Dorothy Rom, James Krepp and John Krepp Liber 12270 cp 492 To Dated: 7/31/2003 Dorothy Rom and Richard Rom, her husband and Rec'd: 9/05/2003 John Krepp and Margaret Krepp, his wife LAST DEED OF RECORD CHIC O TITLE INSURANCE COMPANY BRUC . PHILLIPS'.A. Sworn to before me this 25th day of February, 2011 Notary Public SAt$-"E)RA PT0LVSKI NotW6!"iRubtit,yip t O69C32467 Suft ffQl;Emr ntyi News ork Co�tiA�13'�Y�A'@►itµoFpare*,vgtu'fi.�`�`n��Lfl- 8 1319 North Sea Road Southampton, New York 11968 631-283-6360 Fax: 6EN CONSULTANTS, INC. www.encnsultants.com ENVIRONMENTAL CONSULTING January 14, 2011 REQUEST FOR LETTER OF DENIAL Patricia Conklin,Plans Examiner Town of Southold Building Department Town Hall, 53095 Main Road Southold,New York 11971 Re: Rose Milazzo 1165 Island View Lane, Southold SCTM#1000-57-2-20 Dear Ms. Conklin: In regard to the above referenced property, enclosed are the following for your review: 1. One(1)Building Permit Application. 2. Authorization. 3. One(1)site plan. 4. One(1)survey. 5. Application fee of$50. 1 trust this information shall allow you to process our permit request. Should any additional information be required,please do not hesitate to contact our office. Sincerely, G ?) 'j 7�-- 7 /l Robert . Herrmann Coastal Management Specialist /khs Enc. 1319 North Sea Road Southampton, New York 11968 ev 631-283-6360 EN CONSULTANTS, INC. Fax: 631- � www.Fax: 36 nts.com ENVIRONMENTAL CONSULTANTS TO WHOM IT MAY CONCERN: This letter will authorize En-Consultants, Inc. to represent me and act on my behalf with regard to environmental matters and/or permits. dsignr II Print Signature Print �f January 20, 2012 Town of Southold Building Department Town Hall Southold, NY 11971 Re: 1165 Island View Lane,Southold To Whom It May Concern; During the schematic design phase and through the process of acquiring the necessary approvals to move forward on the Milazzo residence, located at 1165 Island View Lane, it has been the intention to maintain the existing cottage currently on the site. As we moved closer towards submitting for a building permit and construction there has been additional investigation on site that has caused us to re-think this plan of action. As you may be aware the existing home is within the flood zone as defined by the NYSDEC. In order to comply with the permits and approvals issued by NYSDEC and the Town of Southold,the house must be raised to provide adequate free board elevation beneath the finished floor. Likewise the current approvals require the existing homes East facing wall be moved to conform more to the existing shoreline. A recent visit and inspection of the property revealed that much the existing house is unsalvageable due to the fact that the existing floor framing is damaged beyond repair. The result would be an unreasonable cost to salvage a small portion of the existing home. Therefore it is our recommendation and request that the existing home be removed in-its entirety and re-constructed to conform to all current approvals. Not only will this relieve the owner of the cost to move the building but it will allow the entire house to more easily meet current building codes as it will be completely new construction. If you haveny questions or would like to discuss this matter further you may contact meat time. 41, sin ely,` 3s IN- PA `t P Princi �f,. etr�,donna Architects �-- 47 ROUTE 25A EAST SETAUKET, NY PHONE 631.689,1120 FAX 631.689.2247 ETfR , �A`.R `P0 N N R H ITECTS January 28, 2012 Ms. Pat Conklin Building Permits Examiner Town of Southold P.O. Box 1179 Southold NY 1 l 971 Re: 1165 Island View Lane, Greenport, SCTM 1000-57-20 1 Dear Ms. Conklin: Please find enclosed a building permit application and supporting materials for the above referenced property. This application was offered to the Town on December 29,2011. At that time, Town Engineer Jamie Richter reviewed the plans. He requested some additional information concerning how water running from the roof of the new house would be transmitted to the dry wells. He also wanted to see the drainage calculations for the new driveway and where runoff from the driveway would be captured. Lastly, Mr. Richter requested that we install more haybales and silt fencing during the construction. Rather than submit an incomplete application, I waited until I had the information Mr. Richter requested so that a complete application could be made. Accordingly, please find enclosed my building permit application and its supporting documents, including a site plan prepared by John C. Ehlers last dated January 27,2012 addressing the issues Mr. Richter raised. I hope this plan ameliorates Mr. Richter's concerns. In designing the addition, my goal, which was shared with my architect,was to reuse as much of the existing house as practicable. In each application we made to the New York State DEC, Town Trustees,Zoning Board of Appeals, we expressed our hope and intention to do so but requested and ultimately recc^ a d�permi o completety -peggstruct tha S e.�i_.sting dwe11jQg ifJ i ed out that„ w e we e iitiin el y;,,torced_to--doo T After the Zoning Board approved my application,the more detailed design phase of this project commenced. At that time, my architect instructed Davis Construction Building Movers, a firm that lifts buildings,to investigate whether the existing house could be lifted and rehabilitated. To make this determination, Davis surveyed the structure including analyzing the subfloor and rafter system. After the inspection, it became apparent that it was not practicable to lift and reconstruct the existing house as noted in the attached letter. Based on the results of the structural review and my architect's advice, I am applying for permission to remove the existing structure and itsf_ ,oundattion. In order to avoid any confusion in the future,I respectfully request a building permit be issued for this project that states the existing structure and foundation can be removed. Please free to give me a call at 631-223�4-8873-ifyou have any questions about my application. �e.V;�truIy yours, Ros L. ilazzo : 1319 North Sea Road Southampton, New York'-11968, AEN-CONSULTANT$- 631-283-6360 31"Fax: fisult nts.cO 6 -•� - www.enconsultants.00m 'ENVIRONMENTAL CONSULTING - _ 'REC�IV 'D.• U,14�11 , FEB A ' , Zq"," .. February 9,20-12 Leslie K.Weisman,Chairwoman. B®AOF APPEALS ; Board,of Zoning,Appeals RR, Town of Southold P.O.Box 1179 Southold,-NY 11971 - Re:Rose Milaz�w Revocable Timst.Case.No.6152 Dear Ms. Weisman: I am.writing in connection with a conversation"I had with Vicki Toth,who advised me that we must request from you a "de mininW letter•in connection with the captioned approval due to the Building Department's determination that the foundation plan they recently received from the project architect is not the same as the ZBA-approved foundation plan, Before I address the two plans,let me first reassure you that the scope of work submitted to the Building Department is wholly consistent with that presented to and approved by the ZBA..•As you will hopefully recall,while it,was expressed,by the-project architect during the public hearing that it was the applicant's intention to,preserve as much 'of the existing structure as possible,'I testified that it was a very real possibility that the house would have to,be entirely reconstructed and that'we'd thus used language on the same set of ZBA-approved plans to avpid any possible" - ambiguity"n:'6s regard,-i.e.,"Portion of existing one story dwelling to be reconstructed and raised fo El 10(in place)." The variance determination appears to formally acknowledge same where it states that the relief requested would have" "the effect of increasing the degree of nonconformity by.raising the overall height of the structure in ordef for the Applicant to re-build the foundation and comply,with FEMA flood zone requirements.'.' With respect to the-disparitybetween'the two foundation plans,what I understand to the be the case,in simplest terms<' is that-where the"ZBA plan"shows a sonotube foundation at the southeast and northwest corners of the-house,the "DOB plan",shows a continuous foundation wall/footing. This change,is a direct result of the fact that-after'a final determination,was•made that the structure of the existing house could not in fact be reused,-new wall construction was . .designed for the portion of the existing house footprint to remain(i.e.,not including the most seaward portion of house to be permanently removed),and the foundation plan was thus revised accordingly. In short,the updated foundation plan specifically addresses the need for the foundation to accommodate entirely new structure above,whereas the,,. approved plan did,not because that determination had not yet been made. But again,our variance application;approved site plan,and testimony'all spoke to the fact'that the portion ofthe dwelling footprint to be-maintained was to be reconstructed and raised,thus necessitating a new• foundation as reflected in the Board's,decision. Therefore,it is our hope that you can provide a letter to the Building Department that will verify same: We-thank you very much for considering this request and for your continued attention to,this ap'plicati'on. Respctfullyyouurs, _ Robert•E.-Herrinarin Coastal Management Specialist ' Rose L. Milazzo Revocable Trust 137 Kings Road Hauppauge,New York 11788 RECEIVED 'APR 13 2012 BOARD OF APPEALS April 12, 2012 Leslie Kanes Weisman Chairperson Zoning Board of Appeals Town of Southold P.O. Box 1179 Southold NY 11971 Re: 1165 Island View Lane, Greenport, SCTM#1000-57-20 ZBA File 6471 Dear Ms. Weisman: ; `,,On July 21, 2011;the Zoning+136•ard of Appeals issued a�Findings, Deliberations and Determination in the above referenced tnatter.granting,variances to construct a single family house on the parcel. After submitting my Building Pen-nit application, the Building Permits Examiner questioned whether I planned on building a basement under the house. This was an option that had never been considered. Subsequent investigations revealed that it may be feasible to build a basement beneath the area generally landward of the existing footprint. I am working with my surveyor, John Ehlers, and my architect, Peter C'aradonsia, in establishing the exact location. This process has b:.cn involved and has included a request 11-Dr a technical determination from the Federal Emergency Management Agency which v,ilt have the-effbct of authorizing the basement. As you may recall, this parcel is add shaped. During our hearing my consultant, Robert Herrmann of En-Consultants and Mr. Caradorma, discussed the constraints we worked under in designing the proposed dwelling and how to best minimize its impacts on the surrounding properties. As a result the building does not have a lot of storage space. The possibility of adding a basement, which would be used only for storage, is very appealing to me. The proposed basement will not chane thf,- bui[ding's footprint in any manner. However, we will need to excavate deeper and create a different foundational structure. These changes will only nmditj+ the depth of the foijt,:dation arid not modify the dimensional aspects of the proposed building r,nr its relationship A'rtl.l ihS,- parcell's boundiiries. The Chief Building Departr_,ent Inspector)econrrnendcd that I request a de mininis letter consenting to this revision to my plans. I apologize for requesting a second de minimis letter. Had I known that the possibility of adding a basement was a viable option I surely would have included it in my application to your Board. If you any questions concerning this request or if you need any additional information, please free to call me at 631-234-8873. Thank you for your consideration of this request. V trulV yours, RECEIVED ,f APR 13 211'2 Y, - f Rose L. Mil zo BOARD OF APPEALS L Trustee ,a Rose L. Milazzo Revocable Trust 137 Kings Road Hauppauge,New York 11788 February 27, 2013 Ms. Pat Conklin Building Permits Examiner Town of Southold P.O. Box 1179 Southold NY 11971 Re: 1165 Island View Lane, Greenport, SCTM#1000-57-20 Building Permit#36 `7` -2)-� Cl 7'1 Dear Ms. Conklin: A typographical error has been discovered on the survey that accompanied my building permit application. Specifically,the survey indicated that the distance of the northerly wall of the proposed house was 50.7 feet in length. However, in preparing architectural drawings for the construction of house,the wall was determined to be approximately 46.5 feet in length. This distance was confirmed by my surveyor, John Elhers, although he could not explain why the wrong distance was carried through on each iteration of his drawings. In addition, in comparing the survey with the drawings and the first floor plans approved by the Zoning Board of Appeals two other minor differences were noted. First,the survey did not indicate the foundation for the front door steps. Second,the survey did not indicate the two "wings"along the northerly wall. A copy of the ZBA approved plan is also enclosed for your review. When these differences were brought to my attention, I immediately directed Mr. Elhers to prepare a survey that depicted the footprint of my new house exactly as it was approved by the ZBA. Therefore, please find enclosed a revised survey that corrects these errors. In reviewing the survey, please note that the overall length of the northerly wall is now 50 feet, less than the length approved by the ZBA. In correcting the mistake, the length of the westerly wall had to be reduced from 9.6 feet to 9.0 feet and the length of southerly wall increased from 12.2 feet to 14.8 feet, otherwise, the footprint would not"close" geometrically. These minor adjustments did not cause the building footprint to encroach on any required sideyard setback or bring it any closer to the water's edge and the minimum distance between the building and the septic system has also been maintained. Therefore, I do not believe these corrections require ZBA, Trustee, or Health Department approval. Lastly, as noted in my building permit application, all of my approvals were granted on the understanding that the existing house would be completely demolished. This important aspect of my approvals is now noted on the enclosed survey. 1165 Island View Lane, Greenport February 27, 2013 Page Two I would appreciate if you could provide me with documentation accepting these clarifications and to establish the enclosed survey as the controlling document with respect to my building's footprint. I truly apologize for any confusion this may have caused your office. If you have any questions,please free to give me a call at 631-234-8873. in 61 , Rose L. Mi zzo Trustee Rose L. Milazzo Revocable Trusi E C E U E 137 Kings Road Hauppauge,New York 11788 APA ® 5 2013 April 4, 2013 BLDG DEPT TOWN OF SOUTHOLD Ms. Pat Conklin Building Permits Examiner Town of Southold P.O. Box 1179 Southold NY 11971 r. �i Re: 1165 Island View Lane, Greenport, SCTM#1000-57-2-20 Building Permit#3499-7 7 Dear Ms. Conklin: In February we discovered an error in a measurement on the survey that accompanied my building permit application. Upon discovery, a new survey with the correct distance was submitted to your office. As I noted in my letter with the new survey,the westerly wall of the house was reduced in size from 9.6 feet to 9 feet. In hindsight this wall should not have been reduced in width but rather slightly increased. Otherwise,the master bedroom becomes very small. This mistake was corrected on the enclosed survey by increasing the width of the westerly wall to 10.3 feet, an increase-of 0.7 feet from what was approved by the Town. To accommodate this change the southerly wall was increased 2.6 feet in length from the approved plans, but importantly away from the regulated wetland. To maintain the proper lot coverage, the deck was shortened . Since the error was discovered and as I have moved closer to starting construction, several scaled depictions of the approved house were made. In each iteration, the bulk of the northerly wall became apparent. In an effort to soften this visual aspect of my building,the roof was changed from a slightly sloped roof,with its highest point along the northerly wall, to a more traditional gable roof with its highest point near the middle of the house. By doing so,the height of the northerly wall could be lowered which softens the view of the house from the north. I made this change solely to lessen any visual impact of the building could cause my northerly neighbor. The changes to the westerly wall and the southerly wall of the front room do not encroach on any required setback. In fact, the deck is now further from the regulated wetland than in the approved drawing. Therefore, I do not believe these corrections require ZBA or Trustee approval because they are so small. The change in the roof pitch did require that the addition of one more dry well on the northerly side of the house to capture roof runoff from the northerly half of the roof. I respectfully request that you provide nie with documentation accepting these clarifications and to establish the enclosed survey last dated April 3, 2013 as the controlling document with respect to my building's footprint., I appreciate if you could confirm my belief that neither minor change requires further review from either the Zoning Board of Appeals or the Trustees. If you have any questions, please free to give me a call at 631-234-8873. Si 1 , Rose L. M'laz.o Trustee Rose L. Milazzo Revocable Trust 137 Kings Ruad Hauppauge,New York 11788 April 18,2014 Building;Department Town of Southold P.O. Box 1179 Southold NY 11971 / Re: 1165 Island View Lane, Greenport, SCTM 41000-57-2-20 Building Pennit#36991 G� Extension Request Dear Sir or Madam: I am respectfully requesting;that the above referenced building permit be extended. If you any questions concerning this request or if you need any additional information, please free to give me a call at 631-234-8873. Thank you for your consideration of this request. Very t lyy urs. Rose 1,. Milazz Trustee r 1 � APR 18 2014 BLDG DEPT TOWN OF SOUTHOLD T00/T00[A CL88VCZTC9 YU 8T:ZT VT0Z/8T/60 I� Southold Town Building Department �S�EPO�p�o P.O.Box 1179 Permit#: 37977 cm 53095 Main Rd ' Southold,New York 11971 Permit Date: 4/23/2012 (631)765-1802 Expiration Date: 10/26/2014 Parcel ID: 57.-2-20 BUILDING PERMIT RENEWAL LETTER Dated: 10/26/2015 Applicant: Milazzo Rose L Rev Trust&Milazzo, John Location: 1165 Island View Ln, Greenport Work Description: SINGLE FAMILY DWELLING demolition and reconstruction of a new single family dwelling with decking per approvals from ZBA #6471, dated 6/15/11 , Trustees and DEC as applied for. A FEE OF $714.60 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Milazzo Rose L Rev Trust&Milazzo, John Address: 137 Kings Rd Hauppauge,NY 11788 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold,New York 11971 e THANK YOU, SOUTHOLD TOWN BUILDING DEPT. *pF SOUjy®lo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 COU February 17, 2016 BUILDING DEPARTMENT TOWN OF SOUTHOLD Rose Milazzo mal I CO �j�Uro-� ,137 Kings Rd L,' ilaz� - e"Ocob� Hauppauge NY 11788 g0 `" ' Re: 1165 Island View Lane,Greenport TO WHOM-IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. V Plumbers Solder Certificate. (AII permits involving plumbing after 411/84) 1 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 - 40223— New Dwelling SUR\/ Y OF PROPERTY e SITUATE: AR514AMOMOCLUE Lot 635 pp DRAINAGE CALCULATIONS: `p +` TONN: �UTHOLD A5 Shown on Amended M aA SUFFOLK COUNTY, Y Peconlc E3 Estates, Suffolk o Ile No 1124 PROPOSED ROOF (DWELLIN(5) SURVEYED MAY I, 2006 1,218 X 0.I-7 X 1.0 = 218 G.F. f PROPOSED ADDITION MAY 29, 2007 218/ 42.24 = 5.16 Y.L.F. REQUIRED REVISED JAN. 8 2009, MAY la, 20092 ' 2 8'-0" DIA. X 3'-0" DEPTH DRAINAGE POOLS OCT. 19, 2009, DEG. 29, 2009 6 Y.L.F. PROVIDED SUFFOLK COUNTY DEPT. HEALTH SERVIGIsl1Vie ,r i REF. # RIO - 07 - 0066 Lane e SUFFOLK COUNTY TAX MAP 50'wide private road r i NUMBER 1000-57-2-20 ; LOT GOVERAGE r CER=D TO: ; LOT AREA TO EDGE OF WETLANDS 7,624 S.F. r - EXISTING CONDITIONS: ROSE L.k��7L®IRI��1��II�IEl[J7C �* N85°40'30"W 310.g6EXISTING HOUSE 51I 0 PORTION OP EXISTING ONE STORY EXI5TIN6 DECK 1 S.F.S S.F. Test Hole o\0 0� 16 Right eP We�y �RAISINSED TPI_Ac.E° EXI5TIN6 LOT GOVERA6E 595 S.F. OR 7.890 EL=Iz' �D' N — J PORTIONS OFEXISTING PROPOSED CONDITIONS: MGDonaId Geoscfence OM-LING TO HE RBHOVED 4-6-07 "� ; REGONSTRUGTED/RAISED PORTION OF EXISTING HOUSE 424 S.F. SN 6\0 Land Now or Former)y of \ PROPOSED ADDITION 854 S.F. s 00 Muriel Haldvlln Family Trust �o PROPOSED DECK 214 S.F. Dark OL S i Q PROPOSED PERVIOUS Dwelling Town water o Brown p \ \� \(O GRAVEL DRIVEWAY 6 3 � 4 TOTAL PROPOSED COVERAGE 1,492 S.F. OR 19.6gb 1 �d �v�sp (` PROPOSED WATER MAIN \ p Bro yn SN1 C9 „ 58�°I2'00NE I" Sand Brown p ` °y \ IO G1f�Jevy I r 1\— O ^� �y1Q -Ip Zo,, � • � ` ��� NYSDEG ADJACENT AREA COVERAGE Coarse n. sand wIth sw 9 f o^ c�,. LP LP J t 1 Si \ FIIOWioZ��O \ • '� f o '�p >r PRUPQS�ED THIO �'' ,,a��' �'" 2� � �� � ;Ga LOT AREA BETWEEN 10' CONTOUR AND Ep er �, TIDAL WETLANDS BOUNDARY = 2,879 SF Gravel �' 2•�f STORY ADDITION `: • �` �9 q21 --- ---- 4' ��/rj 1 4 `\ LP _ __ -- m -'>=i=El L. lo' Sir r` , ^\ 9 EXI5TIN6 CONDITIONS: O, o _ opos sT 0 m ,',,, �' S EXISTING HOUSE: 435 S.F. _AD _ �b sF 3T B' Z 2 EXI5TIN6 DECK: 83 S.F. �7c Dw >n '_ 3i' _ _ \ �G o EXI5TIN6 AA COVERAGE = 518 S.F. OR 17.9990 water In \\� / '• .al G/ ! Brown �`\0` \ i i `� o — o o PROPOSED CONDITIONS: Flen to Coarse Sand with sw IO o Gravel �3°O®0� `� �s \ %' '� 1; ryr .i Q o O, %h PROPOSED HOUSE: 325 S.F. e9 q A► 6 x PROP05ED DECK: 186 S.F. \ ° o' 9 PROPOSED AA GOVERA&E = 511 S.F. OR 17.7590 2Q s S iD V_C L. AND APPROVED IONS G7FIt112S` ��,`Q/ \� sT��"" ��� � �4 ' � Q ��� � � 9� �.�Of NEW L. 14' ACI) CD, I�rt:nalT No°i-V -( E� e�rlo 1����� / / a„ ,o �Q moo° ' OATS f� '411 / o s �° NOTES: / "9 Townoa ys f o!�, \ '`� � MONUMENT FOUND SEPTIC DESIGN , rte PIPE FOUND MICHAEL D MAPES N Y S.P E LIG'#-70501 9� :ed dter°nan o addRion to'-9 mpp pe°ring a licensee land surveyor's seal Is a `J Wdlation of section ,,k t,t,Edslan io°f the New York Slate Etlucation Law' AREA OF EXISTING 5EPTIG AS LOCATED BY OWNER 6q0 gna y •Only copies from[he ori I I of this curve °rked with an oflginol of the Iona surveyor's / stamped seal shall bo cansldered Lo be valid true EXISTING 5EPTIG TO BE EXCAVATED AND BACKFILLED SLOPE MAX ON 130+ �O ®"(�' I - GRADE ELEVA710N 124 /7/ •��/ 'Y °Gergflcotlons mtllca0ed hereon segnify that this WITH GLEAN SAND PER S.G.D.H.S. STANDARDS gee9h \ e vey was prepored h accordme Ith khe ex- EL-11.4 4[' Istmg Code of Practice For Lard Su-veys atlopted INV-10.5 INV-10.8 a qe er the New York State Assodallon of Professional 0.-10.5 INV=9 INY�10. SCr,per Land`..urveyon Sam certiFlwtions shall run only PROPERTY LIES ENTIRELY WITHIN FEMA FLOOD ZONE AE (EL8) , 1500G TANK pilo to the person for wham the swvey 19 prepored 4-5'DIA%3'DEEP 1-B'DIA X 3'DEEP 1560 GALLON n5 Ona on nle beholf to the trtie company goverrcnen- AS SHOWN ON FIRM MAP NO. 3610360159 6 LEACHING POOL DIS71iISU110N POOL SOLIp PoDI DEEP onne asci y�'f d"le eUt snt no h 0erllfi tions—not[awsferable two additional instltutlans AREA = 10022 S.F. OR 0.2439 ACRE (DEED ) 0.e6.8 T DESCRIPTION GROUNDWAIER ELEVA710N 4.8 r.I � 7 1 _f�' T� I L.-I� �' �? TR!� � --,7--1'7\ �� =\.er;�'�� ELEVATIONS REFERENCE N6VD'29 DATUM j C � I��1E 41_ f _ I 6 Sri'NIAR4 S IPFET N.Y.-S.LIC.NOS 50202 GRAPHIC SCALE I"= 30' RWERHE D.iii.j'. 11901 369-8288 Fxx 369-8287 R-F.- : sup as nva�a 1 8 t3�n�s1£?��ne �T y i��ci*z �-��s lily Dropbox!06\06\06-171 revised �2--29-�2009.pro SURVEY OF PROPERTY 4, N SITUATE: A►RSHAMOMOCQUE Lot 635 DRAINAGE CALCULATIONS: E TOM: SyOUTHOL�yD v As Shown on Amended Map A, SUFFOLK COUNTY,I N 1 econic Ba� Estates, Suffolk C i le No. 1124 PROPOSED ROOF (DWELLING) SURVEYED MAY I, 2006 1,278 X 0.17 X 1.0 = 218 G.F. PROPOSED ADDITION MAY 2g, 2007 218/PROVIDE 42.24 = 5.16 V.L.F. REQUIRED REV►SED JAN. 8, 200q, MAY I"1, 200"1 DE OCT. Iq, 200"1, DEG. 2g, 200"1, JULY 20, 201 2 DIA. X 3'-O" DEPTH DRAINAGE POOLSPROVIDED AUG. 12, 2010, OCT. 05, 2010, Nov. Ig, 2010 6 V.L.F.VF DEC. 6, 2010 ��� � Vie ie L 11� SUFFOLK COUNTY DEPT. HEALTH SERVIC 50'wide private rood REF. # RIO - 07 - 0066 SUFFOLK COUNTY TAX MAP LOT COVERAGE NUMBER 1000-57-2-20 ? LOT AREA TO EDGE OF WETLANDS 1,624 S.F. CIER71=TO: , EXISTING CONDITIONS: 0, N815040,30,,11 310.q6, ROSE IC.IYM,AD.7G®1��1�AIBILIE TIl8lUS7C PORTION OF EXISTING ONE STORY EXISTING HOUSE 511 S.F. °\0�� 16' Right of Way ; AND RI GSED BOEERE�N(IIN PLACE)) EXISTING DECK 84 S.F. EXISTING LOT COVERAGE 5q5 S.F. 0R 7.890 r — _ _ _ _ Test Hole v��` g — J PORTIONS OF EXISTING PROPOSED CONDITIONS: EL=I I' / DWELLING TO BE REMOVED REGON5TRUGTED/RAI5ED PORTION OF EXISTING HOUSE 424 S.F. 0 % Q���' Land Now or r'ormerry of: PROP05ED ADDITION 854 S.F. McDonald Oeo5clence a \ \ (5 Muriel Baldmn:Famll Trust PROPOSED DECK 214 S.F. 4-6-0-7 �° i °Q Q� PROPOSED PERVIOUS Dwelling ToWn water o s� o` \40�\(O.. GRAVEL DRIVEWAY o TOTAL PROPOSED COVERAGE 1,4"12 S.F. OR Iq.690 Dark OL PROPOSED W TER``�9AIN \ Brown �� ? / 558012'00"E I" MIN 91 ' .-7 199• Loam 1 Q�Q, \ 09 \ ,,, p "0 Brom n SM �`� 9� -Way w - L I ,,, L NYSDEG ADJACENT AREA COVERAGE sand g`r 4 TEST d�t�e y v 1 e�� 9 0 s -P\ qi �' \ �o CO 3 S@ rn p `LIP tp' fl ' 7 S e;e ;y moi.° �° LOT AREA BETWEEN 10' CONTOUR AND Brawn `�ir4<t'1 6° - - �� '�r� '�P b'I Pi?OPDS=D TVJO : 7j1 sz<// 2�'4"` ��\ „ TIDAL WETLANDS BOUNDARY = 2,87"1 SF Fine to of@. `1 EL? ter !a.?,STOF;ZT ADDP_CI N_ 'j�0 r or 12: `v l/ 5oind wth 5w y ( ebP ' I"b Q�7e �� �9 b Gr''Oav%I �"' S �` '''-�- - moo _ LP __ sT q2 �--- -1=�EL 13'/ s�' ; ?Se J: �� �;ti`o`,� 9.5 EXISTING CONDITIONS: p e' • S EXISTIN6 HOUSE: 435 S.F. a �� -" ` s��� 1 EXISTING DECK: 83 S.F. EXISTIN6 AA COVERAGE = 518 S.F. OR 17.gcl% \OQ\V, \\ "/•yql� all o o PROPOSED CONDITIONS: Water In ° \ "•X �' 1 O / hB awn O Q �� \ zoneto ry, } a o r31 \ p, PROPOSED HOUSE: 325 S.F. Fl-to �(�� O q .' \a .,�a 6 x@ 9� o PROP05ED DECK: 186 S.F. Coarse Sand wlth 5w \ .� � D� ,,, , ` o i�. \ <h PROPOSED AA COVERAGE = 511 S.F. OR 17.75% 10%Grovel src.S�; ,/3� ) •I p 9 I \ � srA L/Mirl� SlTeus / � I a �e•, L. Hq��Esq RND�� 9�; ••i p� \ � 9SO o A O° y� G ZBA F L MAP 14' �j / 1 r9 1 I \ Vl S OF NEW SEED CISION # 6W®/!g Fir NOTE5: n ohnMgry OP 1'Ygt� SvI�Q� MONUMENT FOUND ors -� y p PIPE FOUND LP. ,3' Sr n' \ t� SAND 1 _+ COLLAR t:�� �, torhr,'zoau�le�5ea lona>odaeNon 9eoiis oy Y MAX NO AND FINAL GRADE ON 13.0+ •� \ \ L '"� J ^'aP 9 a yor tsp ``p. lolonon of secuon iaov sub-avt>ton t of the CHIM � , `� ^N v New York Ztate Education Law' AREA OF EXISTING SEPTIC AS LOCATED BY OWNER 3' AS REWIRED INw84' INWEL J�6g !Y m.a y ate,,,from the V'h of t^� °y IN DIV-7.S• ° o ked wltn an origlnol of the land> y1,• SEPTIC TANK //4�O/, >bompee>eal>nau be consideree to be�alrapl-' EXISTING SEPTIC TO BE EXCAVATED AND BACKFILLED ' °A"°N as '��L WS1R��U71M�d 4� x 4 DEEP WITH GLEAN SAND PER S.G.D.H.S. STANDARDS �" POOL OF s POOLS SEPTIC TANK /�h, / >"GerNtlaatlan>Indicated hereon>Ignlfy knot thl> 9h,`, � � ur�ey wa>prepares m aaardance wmn me ex- eeq qte ' istHg coda of Practice far I-Swveys adopted r b the New York State Assoclatlon of Professional y, esti Per yL t-t a veyo> Zald<ertlflcation>shall rvn o ly FEMA FLOOD ZONE LINE ANNOTATED N GROUNDWATER ELEVA71ON 36 pt! o the person ror venom m>»pge I>preps ed ung ane on hl>behalf[o the tmle company gave-.,d FROM FIRM MAP NO. 361030015"1 H tel aaenay and I fMth. In>tlt�tlan ll>ted Hereon and to the ssignee>of the lerwmg IndNtunon 6ertiflca- tions are Hat transferable to additional In>tlLutions AREA = 10,622 S.F. OR 0.243"1 ACRE (DEED DESCRIPTION) JOHN S Cv E LE SURVEYOR ELEVATIONS REFERENCE NAVD '88 DATUM SEPTIC DESIGN 1� 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 GRAPHIC 5GALE I"= 30' FREDERICK S KEITH N.Y S P.E LIG #3Gg5G RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.-C:\Documents and Settings\Owner\My Documents\My Dropbox\06\06\06-171 revised 12-29-2009.pro i SURVEY OF PROPERTY / �'I TU�4 AT�: l" ��GG�7'llA1�0DRAINAGE CALCULATIONS: _ - //��41 � M®QU� -L-o 635� f - PROPOSED ROOF (DWELLING) TOP% SOUTHOLD As Shown on Amended Map A, 1,278 X 0.1 7 X 1.0 = 218 G.F. W 5U FO�.. COUNTY, 1`� 1 Peconlc Ba�yy Estates, Suffolk Go. 218/ 42.24 = 5.16 V.L.F. REQUIRED Ile No, 1124 PROVIDE SURVEYED MAY 1, 2006 2 8'-O" DIA. X 3'-0" DEPTH DRAINAGE POOLS PROPOSED ADDITION MAY 2q, 200-1 ! 6 V.L.F. PROVIDED S REVISED JAN. 8, 200q, MAY la, 200cl OCT. Iq, 200q, DEC. 2q, 200a, JULY 20, 201 PROPOSED DRIVEWAY - AUG. 12, 2010, OCT. 05, 2010, Nov. la, 2010 ��� � ! 365 X 0.17 X 0.6 = 38 G.F. .27 2 DEC. 6, 2010, JAN, 13, 2012, OI -012- VIl � 38/ 42.24 = O.q V.L.F. REQUIRED ��� PROVIDE 18' DIA. X I' DEEP DRAINAGE POOL SUFFOLK COUNTY DEPT. HEALTH SERVIG 5 so'wide private road i! REF. # RIO - 07 - 0066 ! SUFFOLK COUNTY TAX MAP ! LOT 0OVERA6E NUMBER 1000-57-2-20 !! LOT AREA TO EDGE OF WETLANDS 7,624 S.F. CERTUMD TO: N85040130" ! EXISTING CONDITIONS: W 31o.g6 EXISTING HOUSE 51LS,F. ]�®S]B][„h�,,�®REVOCABLE TRUST O PORTION OF EXISTING ONE STORY L , � GTEo EXISTING DECK 84 S.F. 0\0�� I6 Right op Way ANDRA15ED TOEEL. 13 (NTP AGE) EXISTING LOT GOVERAGE 5q5 S.F. OR 7.8% Test Hole (7 PORTIONS OF EXISTING PROPOSED CONDITIONS: EL=11' DWELLING TO BE REMOVED REGONSTRUGTED/RA15ED PORTION OF EXISTING HOUSE 424 S.F. McDonald 6eo5cience `rN \ �N\0� Land Now or Formerly of, \ PROPOSED ADDITION 854 S.F. 6 oQ Muriel Baldwin Famliy Trust 50 „� PROPOSED DEGK 214 S.F. 4-6-07 F s i6 pQ Dweiiing Town water o TOTAL PROP05ED COVERAGE IAC12 S.F. OR Iq.6% PROPOSED PERVIOUS s p � � \`� \o Brown OL GRAVEL DRIVEWAY �6 �� \ 588°1x'00"E\ PROP05ED NATER`;MAIN 1 0 I M\ 91fG/�. I�' lO �0 Brown sM ° NY5DEG ADJAGENT AREA COVERAGE sl�ltya s 6.1\ � poLT - tJew°y y N t , F do \ '" r f t�'I '� v P AT} ------------ - so I ' ti 1 9so A° LOT AREA BE ' %0� ` �6 ® -� -c - L tP z/ , -'a '�� TWEEN 10 GONTOUR AND FhoBrown L� o o O -7SP a PROPOSED TWO {sto,� 21�, , ��\ TIDAL WETLANDS BOUNDARY = 2,87q 5F �c th SHqct o it \' EP- !I2,STORY ADDI_TI N_ mei °?"os3� �\-- -'1- - LP -_ S _ 92' ---m-FF EL 13'� S>- ; p seey W;"o , "''' '�; ��C^ 1,r-- 1b5 � 9 EXISTING CONDITIONS: % O, - opo r ° m o \ '`� s EXISTING HOUSE: 435 S.F. 7.4 ° `� 1"\ _ SFD SEp . 3/g, V s4c ',':;1 N 9 r/ . EXISTING DECK: 83 S.F. �S G EXI5TIN6 AA GOVERA6E = 518 S.F. OR IlAcf 6 \O \ W :a'' :a '� Bra 0 `� O p O PROPOSED CONDITIONS: ! 0 i PROPOSED HOUSE: 325 S.F. Water h o O� � � � �! '�8 \ / , Flan to 1 I�Coare sW Gj� '\(O�� `\ y\ XEq o� ?a.:-.�j 9� PROPOSED DECK: 186 S.F. �� ll�y �tL* \ gE�/Tc pROJE,; OO/ ! =a,:x Q \ PROPOSED AA GOVERAGE = 511 S.F. OR 17.7590 L� ` �QJ ALES ,AN1D ..g �7 \ i 9 O ®� -r6 kee- M1`�mVI) Wi�eQ\)'M�Z$cj \� 4 �Oo l?� ^ ��o �• E�! 14 b'biff-MA 1 UTAAeD --MR®\;6W No NOTES: S�R11G�D�u s Jb�e is owe9 torFare O� n9 Taw Morly of Y \ IN MONUMENT FOUND ILL Dvir,L5 -to 1z' St's `Qt SQ Qtare Q, p PIPE FOUND �R`` � '2q tt)160v� wm 13' 1 sr n' SAND COLLAR 7O V• 'vn°utnorized a¢eranon or addmon!o a survey ��1 uq IL 2'MAX sRNO AND FINAL GRADE ON 13.0+ �� \ 5 map beoring a ncensed land svrveyorb seal 1>° `v.b �•� ialatlon of sectkm 720'sUb-division]of the J � \ NcH York 5tate Education Law CHIMNEY AREA OF EX 1 STING SEPTIC AS LOCATED BY OWNER '' rA�REQUIRED INV-84? INV-8.' ( .an,y°apl°>From the ar,g,na,of t„,>, °y I N- INV \ �' a/ l' marked with an orlgingl of the Land 5urveyor'g SEPTIC TANK QT etampod seal enau be con]mer°d to to_I'd true EXISTING SEPTIC TO BE EXCAVATED AND BACKFILLED e'DIA X 7 DEEP LP 4�9°x 4¢DEEP / CENTRAL IST p00LSN SEPTIC TANK f�^h/ O� / � "Gertlftcatlon>Indlcated hereon slq' that thl> WITH GLEAN SAND PER 5.G.D.H.5. STANDARDS / aeeah w \ vey rva>prepared In accordance with the ex- Qte IstNg Gade of Practice For Lrk aW Surveys adopted Cescrj par �Ltand 5x eyor>StS"d ertlflctation>hallr n'onl FEMA FLOOD ZONE LINE ANNOTATED GROUNDWATER ELEVATION 3.8 of/ens and° "�phaf` tea°ilta ompan Is preparee" tel agencyd lenemg msntvn°n Ibt a Hereon ane FROM FIRM MAP NO. 36103GOI5q H o e as>Ig es of the landing Iretltution Ge tlFlca- "ore are Hoe transfero'ol°to oddltlor.l hstlmtl°ns AREA = 10,622 S.F. OR 0.243q ACRE (DEED DESCRIPTION) �®�� C. � ��� � � ������®� ELEVATIONS REFERENCE NAVD '88 DATUM SEPTIC 015516N GRAPHIG SGALE 1"= 30' 6 EAST MAIN STREET N.Y.S.�,1C.NO.50202 ------------------------------------- FREDERICK 5. KEITH N.Y.S.P.E. LIG. #3g95c[ R VERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.-C:\Users\John\Dropbox\06\06\06-171 revised 12-29-2009.pro -SUR\/EY OF PROPERTY i N - 51TUATE: AR5HAMOMOQUE Lot 635 DRAINAGE CALCULATIONS: TOI N: 5OUTHOLD As Shown on p PROPOSED ROOF (DWELLING) e Peconic BQy Estate d guf oak A, 1,278 X 0.1-1 X 1.0 = 218 G.F. w E SUFFOLK COUNTY, NY 218/ 42.24 = 5.16 V.L.F. REQUIRED File No. 1124 PROVIDE 5URVEYED MAY I, 2006 2 8'-0" DIA. X 3'-0" DEPTH DRAINAGE POOLS S PROPOSED ADDITION MAY 2q, 2007 6 Y.L.F. PROVIDED REVISED JAN. 8, 200q, MAY Iq, 200cl OCT. Iq, 200q, DEC. 2q, 200q, JULY 20, 201 PROPOSED DRIVEWAY AUG. 12, 2010, OCT. 05, 2010, Nov. Iq, 2010 � 365 X 0.17-X Ob = 38 G.F. DEC. 6, 2010, JAN. 13, 2012, OI-27-2012 ° 38/ 42.24 = OA V.L.F. REQUIRED �� 04-20-2012 � Vi(5w I � � PROVIDE 18' DIA. X I' DEEP DRAINAGE POOL SUFFOLK COUNTY DEPT, HEALTH SERVIG 50'Hide private road rr REF. # RIO - 07 - 0066 LOT COVERAGE SUFFOLK COUNTY TAX MAP NUMBER 1000-57-2-20 i LOT AREA TO EDGE OF WETLANDS 7,624 S.F. N85-40,30,,N EX15TINO CONDITIONS: ��®° O 4030::W 310'gb' PORTION OF EXISTING ONE STORY EXISTING HOUSE 511 S.F. BELAZZO Y 16' DWELLING TO BE RECONSTRUCTED EXISTING DECK 84 S.F. ROSE L. �V���TRUST ��z � — R19�° op ►y J/ AND RA15ED TO EL 13'(IN PLACE) EXI5TIN6 LOT GOVERACGE 5q5 S.F. OR 7.5% Test Hole !� PORTIONS OF EXI5TING PROPOSED GONDITIONS: EL=11' / DWELLING TO BE REMOVED RECON5TRUGTED/RA15ED PORTION OF EXISTING HOUSE 424 5.F. S "� Land Now or Former) of., PROPOSED ADDITION 854 S.F. McDonald Geo5cience �l /n 0 wO /\ .00\ Muriel Baldwin Family Trust 50 �„ PROPOSED DECK 214 5.F. 4-6–Q� O 0a-ielling Town Water p PROP05ED PERVIOUS seq' p�s�6 ��3\0•O q \ TOTAL PROPOSED GOVERA6E 1,4G2 S.F. OR Mb% Wo m aL GRAVEL DRIVEWAY d PROP05ED V4ATER MAIN o Low 588°12'00"E, I" MIN Bro�° TESD - -&waw°y -�-- '' q^m �`� NY5DEG ADJACENT AREA GOVERAGE Q0 0z 5011 LOT AREA BETWEEN 10 GONTOUR AND PIwto L7 0G- 'gyp PROPOSED TWO TIDAL WETLANDS BOUNDARY = 2,87q SF eoaBe o� S -- EP ter ,?,5TORY ADDITI N_ �^ Ems^ 1 '_� 5 rt V 5aldd with 5W 9<o l� .•�- -- 1., �,,,I �F9�3� \- �P __ -- m -1 F EL 13'� s>• ase ; + �,,q^ 9� EX15TINO GONDITIONSt ,O - apo EXISTING HOUSE: 435 S.F. 7'4 \� _ SED SFPr� ` , 3�'B' t` I a N� S EXI5TIN6 DECK: 83 S.F. �, - •�; ,,,,�, : � � � �o EXISTING AA COVERAGE = 518 S.F. OR 17.gg46 `\� o PROPOSED CONDITIONS: HOW InBrom4j°���� �� �s \ �� 'I+ Q o d O, moi'' PROPOSED HOUSE: 325 S.F. °O Gj0 \/p. � �q RREq i 1 �',,•I,� g X10 9 � 9� 'r PROPOSED DECK: 186 S.F. IO%6rw'a 51N `, `� FP/s�� �3 1 ,,•;;;•,'.� -'-1 _ 9.0-5 PROP051=D AA COVERAGE = 511 S.F. OR 17.7590 Tic ''Ro�Fcr 6.00, i `° 6Ig o sr Liner sheds ;,',','i m 1 �-5 � � AKFD yA�fiFNG „•I ��fl \ �S �wQjw / � YgAL�s AND Ala / 4nEhonyLpnq Naw O" N��Y 14' / D Q/L or O S L V NOTES: �1 9 ro Fa^mem/ Oar �` O M y a MONUMENT FOUND _ xwthor,zod°,terogon or°ddlt,on t°a surrey + o be I a Ilcensae land §seal Is° 0 PPE FOUND LPO 13' �� \ vblotion of Beckton X09,5uL17.ton 2,of he Qr O New York State Education Law" AREA OF EXI5TIN6 5EPTIG AS LOCATED BY OWNER SAND COLLAR 70 �°^'y`ap'ee from the r 'a'a`the eroeg STING AND FINAL GRADE N 13.0+ 2'MAX \ \ s1�O a ked 1 h an uc V'`t7c lands y V 2 stwnpeG>eal>hall be nzideree to'o valid true EXISTING SEPTIC TO BE EXCAVATED AND BACKFILLED 3' ASREQUIRm INV--&,4v' INV-8.8' cerFlcatlon>mdicateehereon>,gn6 thapth,> WITH GLEAN SAND PER 5.G.D.H.5. STANDARDS INV-7.0' 1 9 �4' >""°o"° °p"a sR+ne TANK d.n a as dan a'f the e- Istvig c de of FYactice for Lord Surveys odopted CENTRAL DISTRIBUTION DEEP L SEPPC �� I/ ` lO/OO/lG by(hie New f`orrk State A,_,i.t,-of ProFes>I°nal n 'Y La o Surve rb Sole cert"I'll1z>twll run only EXISTING AND PROPOSED HOUSE I S OUTSIDE THE POOL OF 3 POOLS /eeg�ha Qt \ °or th°pe an fa wham t a> L y 9;V;ped FEMA FLOOD ZONE. e^ agency and of tng IretiWtion V>ted Hereon,and >� ese�ptQr a the asslg ees of ICnd g kdd1t1bn certiNco- �� t�are not trarePer to odemorol trutlWtions GROUNDWATER ATIDN 38 7S AREA = 10,622 S.F. OR 0.243q ACRE (DEED DE5GRIPTION) JOHN C. EHLERS LAND EY® ELEVATIONS REFERENCE NAVD '88 DATUM 5EPTIG DESIGN 6 EAST MAIN STREET N.Y.S.LIC.N0.50202 GRAPHIC, SGALE I"= 30' ----------------------------- RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 FREDERICK 5. KEITH N.Y.S.P.E. LIG, #3gg5q RBF.-C:\Users\John\Dropbox\06\06\06-171 revised 12-29-2009.pro t SITUATE: ARSHAMOMOQUF Lot 635 - I TOWN: SOUTHOLD Water Line(s) MUST Be Inspected By`the As !Shown o DRAINAGE CALCULATIONS: � � � Suf6cala County Dept. Of Wealth Sorviceal q IG �� SUFFOLK COUNTY, NY Mp _5700, "ns s Itl Advwlrlao, SUF-FOI e� - 10-til �i Ib 1�LTH SERVICES PROPOSED ROOF (DWELLING) SURVEYED MAY I, 2006 To Schede .."` 1,278 X D.I`I X I.0 = 218 G.F. PROPOSED ADDITION MAY 211, 200`1 ' � G �'> "s ti �S�S��1�Tt 'wOi'F70R A 218/ 42.24 = 5,16 V.L.F. REQUIRED �' �.�= REVISED JAN, 6, 20011, MAY A, 20011 �;:N';,a;, a'»r rxit ONLY PROVIDE n OCT. 111, 20011, DEC. 211, 20011, JULY 20, 201 , 2 8 O DIA. X 5'-0" DEPTH DRAINAGE POOLS AUG. 12, 2010, OCT, 05, 2010, Nov. I11, 2010 ��� { i ( y ®� 6 V.L.F. PROVIDED DEC. 6, 2010 d Vie � 13�rI'E..�-.+_...._,�.��. :��:��7 ,I�=;� `®'�� �� SUFFOLK COUNTY DEPT HEALTH 5ERVIG5 so REF. # RIO - 0"1 - 0066 wide private road r SUFFOLK COUNTY TAX MAP LOT COVERAGE- NUMBER 1000-5`1-2-20 i E�,'"FES AJS `HUR 11TEARS F-ROM'1:DATE OF r"-;F�F'i�OVAI, , LOT AREA TO EDGE OF WETLANDS 7024 S.F. CERTIFMD TO: � EXISTING CONDITIONS: N85°40`301111 310.g6t EXISTING HOUSE 511 S.F, ROSE L.MILAMO REVOCABLE rIlaUJST O � PORTION OF EXISTING ONE 5TOR1' EXISTING DECK 84 S.F. pry b 16' Rlght o p y,� DWELLING To aE REcoNSTRucTED ���� _ — — y J 1 RAISED To EL. 13-(IN PLACE) EXI5TING LOT COVERAGE 5115 S.F. OR Ib%' Test Hole � g' PORTIONS OF EXI5TINS PROPOSED CONDITIONS: EL=I I' / ��� DWELLING TO BE REMovED REGON5TRUGTED/RAI5ED PORTION OF EXISTING HOUSE 424 S.F. S Land Now or I°ormerly of: \ PROPOSED ADDITION 854 S.F. MGDonald 6eosGience a \ h \4 on y 4-6-0-7 6� ��D O�O` PROPOSED PERVIOUS MurDWegal9 Tol In iNa-ter�5t �o '^• PROPOSED DECK 214 S.F. 0 GRAVEL DRIVEWAY TOTAL PROPOSED COVERAGE 1,4112 S.F. OR 111.690 Ekv.L.n OL �� �J y o , PROPOSED WA-TTER`,t`��,1AIN \ q 1 °'� 588 100 E I rr�\ ' `+ .10' Brow" 511 TEST' eyroy 5a� 3 9�3 ,\\ �\\ \ ---woL dr 20,_A \ co @`D z NY5DEG ADJACENT AREA COVERAGE -- P LP rP '50.7' I'' -a -5LOT AREA BETWEEN 10' GONTOUR AND rhoto ``soy ° �- ' EP r'IhP tr PROP05ED TWO .' N S Coarse ,i S \ \' .,,�•STORY1 ADDITI N ,�irq�y ,'�/ 2I�'_'--► �, TIDAL WETLANDS BOUNDARY = 2,8711 SF 5aiddwlth sw o \ eE� LP 1121 S ^ 5 9 EXISTING CONDITIONS: O, - opo \:. EXISTING HOUSE: 435 S.F. 7,4 �\ �.� `` SFD S��/G st _ NjP ? EXISTING DECK: 83 S.F. \ 740�CIO rI Dw m i , ( � , +_. \ °� G o EXISTING AA COVERAGE = 518 5,F. OR I'7.a1190 �'\O\� \ O Wa Dw era; I o p p o PROPOSED CONDITIONS: Brrown �°O �� �� W� \ , x ZO ^�'/ }' ! ° -nm� O� i'' PROPOSED HOUSE: 325 S.F. F'o"to 'q 1 \a .: !, # 9 PROPOSED DECK: 186 5.F. Coarse sod with sw S CoA Grave EXCI® � � ��' RE I ' ' 9 PROPOSED AA COVERAGE = 511 S.F. OR 17.15% SA�II I ARY SYSTEMFOR C�y,pt 11 ��gg p��} S7�, MlTjNG F-1—C"k� meds H�1 AGE q a N / Ont 01 L $Oo `� Q G OF NEW 14' hon °n Y Abandonment of existinnItaw system must be in y o ,",�w o, `'�' 4 �' `�� r o g, p� We gEor fio O lr NOTE5s e��TiafL?'a�!°�?��b�lElYd C��'i9a3 Ig1� ifi.'�juirefl� ent Submit /Un9 Tows Mgr§o O�� f4� 0 MONUMENT FOUND completed form Wh ld-,®as prop n � °tore \ � �i'f�•,_ �' PIPE FOUND Lft ,a' sT n' o ti A'o 02� JL SAND MUM 7O StC` rr� thonz°° It—tl-°r mdrzymn to°survey 2'MAX NO AN;I FINAL GRADE ON 13.0# .�� \ ` O LAN J vblalbn oI seaetl-I=' o��b-GI71-2. 1 the \ .New York 5tote Ed—t—Law AREA OF EX 1571 NG SEPTIC A5 LOCATED BY OWNER ' T ASREW RED INV-S.4' INV.&' N6 D o 1y° Ids tram the arlgmal at thla wrvey INV.7 0' \ 9 / markea w°i h°n°rgln°I of me Imd surveyor4 IN SEPTIC TANK �(1 stamped e°al 5ha11 b°consleered to de vend tNe EXISTING SEPTIC TO BE EXCAVATED AND BACKFILLED e'DIA K 2'DEEP IMP ° ,�,��, �_ /O 90,1 °°p'°'" N CENTRAL DISTIi MON SEPTIC TANK l71 .l�I 'c°rtvlcotl—o- 1—tee Hereon s�Ity t+�ot this WITH GLEAN SAND PER 5.C.D,H.5. STANDARDS POOL of s Pools /�ee9h, \ rvey w°, epo ed In accordance with the ax- d ate Ieimg cod°ot�Pra§§nae for Land surveys adapted Qr the New York 5tpte Aeaociotion of LId .r 11 elon escri e'er ' and surveyors boocertlticatlone atv�ll run on19 FEMA FLOOD ZONE LINE ANNOTATED OWNDWORA ! 10n5 earn�ebit`"a eetah.—''1.r-p-e- FROM FIRM MAP NO, 36103601511 H `°'°g° y 1e°�'""""`" �'`'�`r°°" J., the meegnee of the lending,,Stitutlon G rtlFlco- done ar rot tronsterable to odditlonal I,111utlons AREA = 10022 S.F, OR 0.24311 AGRE (DEED DESGRIPT.0 SEPTIC DESIGN J® C° EHLER L �RVEY R ELEVATIONS REFERENCE NAVD 88 DATUM � ' GRAPHIC SCALE I"= 30' �'® ______ _________________ ______ 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 rj vg1cslS FE- S. KEITH N.Y.S,P.IE LIG. 3Gg5q RIVERBEAD,N.Y. 11901 369-8288 Fax 369-8287 �^� � ��• `, REF.-C:\Documents and Settings\Owner\My Documents\My Dropbox\06\06\06-171 revised 12-29-2009.pro 5UR\)/EYSOF PiZOPERTY N- 51TUATE: R5HA�MOMOQUE Lot 635 A TONN: 5OUTHOLD AS Shown V �i-�s y�' Peconic B n Amended Map A, E SUFFOLIG COUNT-(,1 1`lY ale Note24sufPolk Go, SURVEYED MAY I, 2006 PROPOSED ADDITION MAY 2a, 2007 S REVISED JAN. 8, 200x, MAY Ici, 200a , OCT. IQ, 200cf, DEG. 2Q, 200cf, JULY 20, 201 / AUG. 12, 2010, OCT. 05, 2010, Nov. la, 2010 / 2 ��� � DEC. 6, 2010, JAN. 13, 012, OI-2�1-2012 ° 04-20-2012, 02-15-2013, 04-05-2013 �Il�� FOUNDATION LOCATION 08-05-2013 'wide private road / / r SUFFOLK COUNTY DEPT. HEALTH 5ERVIGE5 SUFFOLK1O COUNTY TAX MAP N85° II NUMBER 1000O 40'30 W 310.86' l/ ClERTll1FII�➢ TO –5�-2-20 O Q� 16 Right op ;N'q / � \ AUG 26 2013 ROSE L. .®>� LE TRUST �`°�° Land Mow or Former)y of \ BLDG DEPT S \Q N6 \ °Q6 TOVIf!OF SDUTHOLD` Muriel Baldwin Family Trust �o sa8°12 too"E � 9z a` Ln ��o NS° \ 47.9' O O o % ` ♦ \ water - GONGREl1 ✓ /// vT' � meter �y FOUNDATION p O 377, Cry 2goit S Q 00(0 00 � � o O O n'li/ql/'For O IAN NOTES: / ?o Fgmeriy o OL,, /y Tref _ Y MONUMENT FOUND Sf p PIPE FOUND ootw al seat on .,�a �n,' mop bewmy a Itcert9etl IoM bweyorb seal ie a ' 110 a New Yak Stotc F�catbn Larv' AREA OF EXISTING SEPTIC AS LOCATED BY OWNER 1 \ \ 'cMly cap.Be trwn the org4gl at tna wrvey I ketl with m ori9Nol d the loeq�xveywh V` A, 9LcrY�,Be ee01 slwll bB canelGeretl to be voile true EXISTING SEPTIC TO BE EXCAVATED AND BACKFILLED t,Bre-,gfythatth6 WITH GLEAN SAND PER S.C.D.H.S. STANDARDS /4 t wos prepare,r sago es a with the ex- bt�nq cone a prsate Tari I.V t»,weya mopteo 0 oO// nv the New rark sesta certlfl t or prmeeelmro !i\/ gone sw�eyore sola aernrlCatlIXiB 1, nm say I.the person for whom the swvey b prepmee, EXI5TIN6 AND PROPOSED HOUSE 15 OUTSIDE THE a�ahhq \ —I-Ne ekIt the titleaamp 9aa me q r w agency°o IeMe=9 n9 neerzu wn Ibtee nB can aro FEMA FLOOD ZONE. esc�p er� toi ara�; von �" two odeln I WI- T�T ons AREA = 10,622 S.F. OR 0.243ci ACRE (DEED DESGRIPTION) JO171�1 C. EHLERS LAND SURVEYOR ELEVATIONS REFERENCE NAVD '88 DATUM 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 6RAPH I G SGALE 111= 30' RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.—C:\UsersUohnM)mpbox\06\06\06-171 foundation locaaon.pro i i SUR\/FY OF PROPERTY � � � N 51TUATE: AR5HAMOMOQUE `Lot 635 TOWN: 5OUTHOLD As Shown on /amended Map E SUFFOLK COUNTY, N 1 �econlc'Bq Estates, Suffolk A le No. 1124 Go' SURVEYED MAY'I, 2006 - c58 PROPOSED ADDITION MAY 2-1, 2007 ----�� r r�4 k�-��'SE S REVISED JAN. 8, 200-1, MAY I-1, 200-1 ZT`1 v`"��_ , OCT. I-1, 200-1, JULY 20 201 DEC.DEG. 2-1 200-1, AUG. 12, 2010, OGT. 05, 2010, Nov. Ic, 2010 rr �� j�k ;�yl`Q t���7i� '� (� (� DEC. 6, 2010, JAN. 13, 2012, 01-21-2012 �S°��Il�1� ° , :,;;i?»:yam•_ I p - 0.7 04-20-20,12, 02-15-2013, 04-03-2013 V Il�s� "'` ��- FINAL 08-13-2015 r - `�'wide private road / �.----^�".--- tjud �� SUFFOLK COUNTY DEPT HEALTH SERVIGE r „' ' TC:iJI `'� �� es _ � REF. # RIO - 07 - 0066 , �3�- r �, ;. ;by4r. � iit �� i� J:. SUFFOLK COUNTY TAX MAP i ins =�'=` fl f�� h j; ;g81Ps1biv' C'�� NUMBER 1000-5-7-2-20r °� as:aiec�d�r '4� N85°40130 0 a O�T7�M TO: 1 "� 310.q6 / �� 4 'r o\pry0� 16 R19ht of Aoy ��\{\i��gvi l�raCiLliY � ;91iia ROSE L.MSO REVOCABLE TRUST tp\b0' r — --5 �x\O Land Now or Formerly of. D Q\ Muriel Baldwin Family Trust �o e D \ 40\(o O o d JUL 0 2017 \ \ \ water service W Runi �o 2� S� Lp SO�OLD 6 ; �` \ LP TOWN®F o ° o S p1►C _ ��� ° 2 5tor / Lp ,_.Z�4 r •4 Frame 2nd Floor O o^ t CLp 321--- O House deck 9 \ � RECEIVED `9s �so Q- \\Y \ �l7deck 'G UC 1 13 2015 3°06d � 0 \\ \ \� SUFF,CO. P i. � ES 0�(p � R1�3t v EV1 1 Epa k GST. i . akv 0'r 00 y S"�4tor SFS LAND SVP I @ \ vnm[norized alterallal ar oodRion to o wrvay \ map I otr f Iicen9ed Irnd='— urve2 Ie a lalotan or seatmn noa¢wd�oU.�at tyre 9 New Yak 5tota FA•catbn t.aw° \ \ •Gniy cop"' "E.-E-1 the or7q ml or Nb—1 ked with a7 original or Ehe land wrveyor§ � � sknmped seal shall be consWered to be vdlltl tNe 6t��e °C.INPV W—hdiwted hereon 91yn,Py that W, ve9—prepared b a co den¢ h the ex- Otstmg Gade oP Pract¢e for Laitl Surveys ad¢ptotl NOTES; �— / O�/ al the New York Stat¢Associotbn¢P Pro/¢ssfoml O/ , LArq�rv¢ypr9 Axid certlFKOG¢re Nwll p onA' e r to ene penoa ror wwn tno survey�s p-¢pa-ea. MONUMENT FOUND / q eah esca� \ ,neeniha�l etiiltutl-tl°A 1sv a ne�OVBre Wko- 0 PIPE FOUND pf/pn naso¢ndt trcrore ani¢ro aeema el m¢nm dre s JOHN C. EHLERS LAND SURVEYOR 6 PAST MAIN STREET N.Y.S.LIC.NO.50202 GR,4PH I G 5GP\LE I"= 30' RIVERHEAD,N.Y. 11901 , 369-8288 Fax 369-8287 REF.—C:\UsersVohn\Dropbox\06\06\06-171 FINAL.pro 1 SMimnv o I ` I 15LAND VIEW LANA L07 635 �\ AS SHOWN-ON-AMENDED-MAP = :; \ 50' WIDE PRIVATE ROAD A, PECONIC SAY ESTATES, z o \ �----- _ SUFFOLK CO. FILE NO. 1124 1� g ;i o PORTIONS ONS OF EXISTING INCA 0�4 a -- __ .. •�lr DWELLING TO BE REMOVED o a 1p \ 9 RIOF WAY a ---------------------------_- - PORTION OF EXISTING; ONE STORY --------------------------------' DWELLING TO BE RECONSTRUCTED \\ AND RAISED TO EL. 10' CIN PLACE) \ �c� Land Now or Formerly of: $ �(ro370(0110"E Muriel Baldwin Family Trust �o coo) n lro.00 Dwelling Town Water o �4S'^ 1, PROPOSED PERVIOUS PROPOSED WATER MAIN \ + �'� DRIVEWAY I° MIN 588.12IfG on \` of Tl T` bW ��' ; �; r Q o E mr TEST a \ \HOLE � \I � `\ / „ 11` ,��,� \ �`�Z � o�o" q�_ U - i ; 50.1' /3 . I' 2 -�' � EP LP A o \ P I 11 °° I (: P PROPOSED TWQ `� �St�� , STORY ADDITION �r�, wry 12`m' q� LF` FF EL. 13' 00 '`� 3(8 i `.3DTP I _ /1k ° ti PROP. I a > (D qO 3 \ 4 DW �jt (1 i i DECK v issued /J� S�3 ®�,loll \ � 1 a Q � • oATe kNe • �\. \ \ � � � � 1 \\ 6, X 9) � 6 � � aero, taww•ammto .", AREA OF EXIST. SEPTIC \\ TO BE REMOVED she s -\i, Q Q \ o \� revision PROJECT LIMITING FENCE AND Lr- STAKED cSTAKED HAYBALES Land Now or Formerly of: �, \ Anthony P. Salvatore 4 Mary Salvatore \Dwelling Town Water L \ architect seal .\ `\ ZBA FINAL MAP { SEE DECISION #t) * / J•l4'00"W I ` \ dJoabten. 10.12 1 drawn o. 10O-SI-�0-11905 log cmc/®h _ - ----_-- - scale as noted drawing no hic Ih water per _ 1 deed descriptlons� �� I - mnIft0 rnc`�r Q a J c r 4 0 / 41 / / o / FLAT ROOF "• LA N14-0 r 6 O 114 A-1.1 SCALE: 1/S° = 1'-m° BFLOw /l m a bio �4 J / / ------------------------------------------------------------1------------�� o ---� ---------------------Ir..----------------------------------- -7 r------1� I I 1 ----/ / issue I I B.O. FOOTING / / i' / / ��� ��� qftgqil vswi euraucsrMO.0 x -5'-2" FROM F.F / / / / � m I IIF - B.O. FOOTINGIF -6'-10° FROM F.F revision B.O. FOOTING \CIL % ^\ V-lm° FROM F.F 7 architect seal ,lob no OS-0115 date 10-I�-10 �I h�T�F f=0UNr;)A71 ® 1 ` FL.,AN EE-DEQ ISIOIL # t eca e as not®d A-1.1 SCALE: lib' = 1�-m°. ( drawing no h g -------------- t 4 0 � a / ® am a I O / / a I BED OEDROO I / / / DN x HALL I / / 2 p O I ® v I OE' N TO BSLOUJ _a " a N V c0 m 5C®ND fOLOOR PLAN, / A-1.2 TED S1= SCALE: 1/5° = V-0" `m u issued 4 CAM, 10Nb I HiV01 Dna+cearer le�aix z veva+ TOM awnaD fmv\\ / O 0 4 loiDne iaT lD m� TM 5ATH w" , 'C D \ l7 iGITC94EN revision / O \ BED' ooM Q u�Eo s� / LIVING k ` _ architect Beal UP DINING / ® ®� D ' jobno- 05-OIgS r2��2 I R5 T1�:LCCRPLAN ltd Q date 10-12-10 2 1210 SF SCALE: 1/5" = II-011 drawnbe cmcleh ZBA FI'1 MAPacale as noted SEE DECISION # � 1 drawing no — 1 ,2 p0� � nn0 c � 4 6 Q 0 0 Q a O — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — A. N Y _O fa (EL. 4'-1° f)jk HIGH GRADE _ 0 — — — — — — — — — — — — — — — — — — — II I I Low GRADE (DATUM)- - - - - - - - - - - PI- - - - - - - 11- - - — - - r W ° ------ ----------------� L J I- I I I I I I i t I I I I v t � r)ti a� (EL. 0'-0' t) L- 1 - -------------- ----------- - a W ------------x---- LL____—_--___L_i____1._C=1_J �OU-TH M.EVATION A-2.1 SCALE: 1/8° = 1'-011 O — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — (EL. 29'-0° ±) s Issueci NOTE • DAM. IIIM. i vutei11r vsncpwm?m zI ToxOp U."lifflim ELEVATION DIAGRAMS ARE FOR �arTM °aim, DESIGN ONLY TO SHOW PROPOSED MASSING AND ROOF RIDGE HEIGHT ONLY. DOORS, WINDOWS, AND FINISHES HAVE BEEN OMITTED. revision T.O. — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - architect seal (EL. 4'-i° t) Low GRADE D,6muti-) I I I I I I I III I I — --1- - - - IT —f 1- - - - � ° I I I I job no OS-0115 (EL. 0--0- ±) -L---------n--,L�L------ LII I I ------ LI_ date 10-12-10 ------ ------ }-� J drawn by cmc/eh scale cis noted FINAL MAP 22 5T LEV A I ON, DEi I$ICPd �: I drawing no A-2.1 SCALE: 1/8° = 1'-08 �� M1 E T-01 R y Tn u- - - - - - - - - - - - - — — — - - - - - — — — — - - — - - - - - - - - - - - - - - - — '-0" t) 0 V c Al ® o Q c o a Ah T-0, - - - - - - - - 0 IFF a n 0 m (EL. 4'-71' t) — — — — — — — — — 0 ® O — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — U1 WJkLOGRADE (MAJ�,ltV- - - - - - - - - - - - - - Ii I - - - - - - - - - - - - L- - - - - - - - - - - - - - - - - - -+ I— u ,� 3'J (EL, 0'-0° f) I I I I I I I I 1 L_J r------------------------ u o 0,'° fir °UJ II II II 1 I---------------------------------- - L } � IJ _ IL- 1L------------------------------------�-�-- LoaC�-I-------------------�1J-6_a NCR7H ELEVA71 -2.2 SCALE: 1/5° = 1'-0° 9'-0" i) issue ° DAM, I I 7R4O1 DSra llKlN 7 TaNQ WmtlID Is M MALTA 4 1°w WIItlID nA revision FE — — — — — — — — — — — — — — — — — — — — — — — — (EL. 13'-I" i) NOTE architect seal ELEVATION DIAGRAMS ARE FOR VV(EL. 4'-1" f) DESIGN ONLY TO SHOW PROPOSED - - - - - - - - - - - - - - - - MASSING AND ROOF RIDGE HEIGHT Ah WIG T — — — I — — — — — — – ONLY. DOORS, WINDOWS, AND FINISHES HAVE BEEN OMITTED. /J&LOW GRADE (DATUM) 11 I I I I I I I I I I III — — — - Job no, 05-0185 (EL. 0'-0" t) IJ _ LI III I date 10-12-10 -y H f---------II III drawn by �rnG/eh r J L - ------------------- , ZBA FINAL MAP ® l acme• as noted SEE DECISION EA57 ELEVA71 2N. 1 drawing no.. -2.2 SCALE: 1/8" - 1'-0" 2 .2 NotREScheck Software Version 4.4.2 Compliance Certificate Project Title: Milazzo Residence Energy Code- 2010 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Single Family Glazing Area Percentage: 15% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 1165 Island View Lane Rose Milazzo Peter Caradonna Southold,NY Peter Caradonna Architects 47 Route 25A Suite 1 East Setauket,NY 11733 631-689-1120 • . _ Passes usn -off Compliance:26.7%Better Than Code Maximum UA:390 Your UA 286 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Gross • Assemblyor or D•• Perimeter • Wall 1.Structural Insulated Panels 2540 228 100 Window 1.Wood Frame.Double Pane with Low-E 301 0.300 90 Door 1•Glass 87 0 300 26 Door 2:Solid 20 0 100 2 Ceiling 1:Structural Insulated Panels(SIPS) 1020 372 29 Floor 1:All-Wood JOiSt/Truss:Over Unconditioned Space 1170 30.0 0.0 39 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has b 1111o�meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.2 and to comply i an Abel uirements listed in the REScheck Inspection Checklist. lilt( N me-Title Sig tur "� d"'� I�. Date IS 3•d, �8 0. O Omer F� Project Title: Milazzo Residence Report date: 11/11/11 Data filename Z•\Datafiles\2010\05-0195-Mllazzo\CDs\MilazzoResCheck02 rck Page 1 of 1 4 REScheck Software Version 4.4.4 Compliance Certificate Project Title: Proposed Milazzo Residence Energy Code: 2010 New York Energy Conservation Location: Suffolk County,New York Construction Type: Single Family Project Type: New Construction Conditioned Floor Area: 4,926 ft2 Glazing Area Percentage: 28% Heating Degree Days: 5750 Climate Zone: 4 Permit Date: Construction Site: Owner/Agent: Designer/Contractor: 1165 Island view Lane Frank Notaro-Agent Frank Notaro Southold,NY 11971 13405 Rte.25,P.O.Box 93 Architecnologies Mattituck,NY 11952 13405 Rte.25,P.O.Box 93 631-298-1129 Mattituck,NY 11952 arcchitecnotogies@yahoo.com 631-298-1129 architecnologies@yahoo.com Compliance: 2.0%Better Than Code Maximum UA: 501 Your UA:491 The%Better or worse Than Code Index reflects how dose to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Cavity Cont. 'Glazing Assembly Area or or Door UA Perim.eter • Ceiling 1:Cathedral Ceiling 160 49.0 0.0' 4 Ceiling 2:Flat Ceiling or Scissor Truss 1,171 49.0 0.0 30 Wall 1:Wood Frame,16"o.c. 288 28.0 0.0 8 Window 1:Wood Frame:Double Pane with Low-E 40 0.300 12 SHGC:0.00 Window 2:Wood Frame:Double Pane with Low-E 90 0.300 27 SHGC:0.00 Wall 2:Wood Frame,l6"o.c. 45 28.0 0.0 1 Door 1:Glass 22 0.310 7 SHGC:0.00 Wall 3:Wood Frame,16"o.c. 135 28.0 0.0 6 Window 3:Wood Frame:Double Pane with Low-E 8 0.300 2 SHGC:0.00 Wall 4:Wood Frame,16"o.c. 90 28.0 0.0 4 Window 4:Wood Frame:Double Pane with Low-E 4 0.300 1 SHGC:0.00 Wall 5:Wood Frame,16"o.c. 450 28.0 0.0 19 Project Title: Proposed Milano Residence Report date: 05/01/13 Data filename: 1:\\Milazzo(good).rck Page 1'of 8 PerimeterGross Glazing Assembly, Area or Cavity Cont. or Door UA ctor Window 5:Wood Frame:Double Pane with Low-E 31 ,0.300 9 SHGC:0.00 Window 6:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC:0.00 Window 7:Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC:0.00 Window 8:Wood Frame:Double Pane with Low-E 21 0.300 6 SHGC:0.00 Wall 6:Wood Frame,16"o.c. 243 28.0 0.0 11 Window 9:Wood Frame:Double Pane with Low-E 18 0.300 5 SHGC:0.00 Wall 7:Wood Fame,16"o.c. 189 28.0 0.0 4 Window 10:Wood Frame:Double Pane with Low-E 56 0.300 17 SHGC:0.00 Window 11:Wood Frame:Double Pane with Low-E 56 0.300 17 SHGC:0.00 Wall 8:Wood Frame,16"o.c. 225 28.0 0.0 7 Window 12:Wood Frame:Double Pane with Low-E 56 0.300 17 SHGC:0.00 Window 13:Wood Frame:Double Pane with Low-E 38 0.300 11 SHGC:0.00 Wall 9:Wood Frame,16"o.c. 383 28.0 0.0 15 Window 14:Wood Frame:Double Pane with Low-E 38 0.300 11 SHGC:0.00 Door 2:Glass 40 0.310 12 SHGC:0.00 Wall 10:Wood Frame,16"a.c. 288 28.0 0.0 8 Window 15:Wood Frame:Double Pane with Low-E 125 0.300 38 SHGC:0.00 Wall 11:Wood Frame,16"o.c. 195 28.0 0.0 8 Window 16:Wood Frame:Double Pane with Low-E 36 0.300 11 SHGC:0.00 Wall 12:Wood Frame,16"o.c. 360 28.0 0.0 15 Window 17:Wood Frame:Double Pane with Low-E 22 0.300 7 SHGC:0.00 Window 18:Wood Frame:Double Pane with Low-E 8 0.300 2 SHGC:0.00 Window 19:Wood Frame:Double Pane with Low-E 22 0.300 7 SHGC:0.00 Wall 13:Wood Frame,16"o.c. 350 28.0 0.0 11 Window 20:Wood Frame:Double Pane with Low-E 36 0.300 11 SHGC:0.00 Window 21:Wood Frame:Double Pane with Low-E 56 0.300 17 SHGC:0.00 Door 3:Glass 44 0.310 14 SHGC:0.00 Basement Wall 1:Solid Concrete or Masonry 1,160 14.0 0.0 71 Wall height:8.0' Depth below grade:7.0` Insulation depth:7.0' Project Title: Proposed We=Residence Repast date: Q5101113 Data filename: I:\\Milazzo(good).rck Page 2 of 8 J Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. AV'-O't-1 c �csi`^ ��—� $• 1 • t� Na e-Title Sign ure Date Project Title: Proposed Milazzo Residence Reportdate: 05/01/13 Data filename: I:\\Milazzo(good).rck Page 3 of 8 w REScheck Software Version 4.4.4 Inspection Checklist Requirements: 0.0% were addressed directly in the REScheck software Text in the"Comments/Assumptions"column is provided by the user in the REScheck Requirements screen.For each requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. -2010-Neinr : , ->_"-- - {_ ",Plans Verified; °Field VePified. :_' Pre-In6pectio i/Plari f2eview: Complies? Comments/Assumptions Energy_ _ Value Value 103.2 :Construction drawings and ❑Complies [PRI]' documentation sufficiently _ _ _ E❑Does Not Comply U ;demonstrates energy code . :_,;= "' _= ='_ ' r - "3` E]Not Observable compliance for the building envelope. i ❑Not Applicable 103.2, Construction drawings and :" _ " _ ;❑Complies 403.7 documentation sufficiently " ' 'A�,'❑Does Not Comply; il [PR3]r demonstrates energy code +_ compliance for lighting and _ []Not Observable mechanical systems.Systems serving V []Not Applicable mulBpfe dwefffng units must demonstrate compliance with the commercial code. - 403.6-,:_7 Heating and cooling equipment is Heating: Heating: :❑Complies [PR2]2 ' _ sized per ACCA Manual S based on Btu/hr Btu/hr :❑Does Not Comply loads per ACCA Manual S or other dj Cooling: Cooling: ;❑Not Observable ?approved methods. Btu/hr Btu/hr E]Not Applicable Additional CommenWAssumptilons: 11 High Impact(Tier 1) 2;Medium Impact(Tier 2) ;3`; Low Impact(Tier 3) Project Title: Proposed Milazzo Residence Report date: 05/01/13 Data filename: I:\\Milazzo(good).rck Page 4 of 8 ,2010-New - ". York- Foundation Inspection _Complies? = Comment"s/Assumptions' Energ 303.2.1,, _ Exposed foundation insulation ;❑Complies [F011]F, ;protection. ;❑Does Not Comply '-+ :❑Not Observable t❑Not Applicable 403.8:':°; Snow melt controls. '❑Complies ❑Does Not Comply F Not Observable 1❑Not Applicable Additional Comments/Assumptions: , 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) °3.. Low Impact(Tier 3) Project Title: Proposed Milazzo Residence Report date: 05/01/13 Data filename: 1:11Milazzo(good).rck Page 5 of 8 2010 New plans VerifiedField Verified r York Framing/Rough-ln Inspection ,;: Complies? ,`'.Comments/Assumptions Ener :Value - value, ; 402.4.4 ;Fenestration that is not site built is ;❑Complies [FR20]1 ;listed and labeled as meeting - - '--';[]Does Not Comply ;AAMANVDMA/CSA 101/I.S.2/A440 or _ ❑Not Observable has infiltration rates per NFRC 400 Z% = that do not exceed code limits. _ -❑Not Applicable 402.4.5 ?IC-rated recessed lighting fixtures I '❑Complies [FR16]2 sealed at housing/interior finish and `-"'❑Does Not Comply ;labeled to indicate&t(=2.0 cfm QNot Observable #leakage at 75 Pa. []Not Applicable 403.2.1 ;Supply ducts in attics are insulated to R- . R- ;❑Complies [FR12]1 R-8.All other ducts in unconditioned R_ R_ '❑Does Not Comply; spaces or outside the building ;❑Not Observable ;envelope are insulated to R-6.Not applicable if all systems are ductless. ❑Not Applicable 403.2.2 :All joints and seams of air ducts,air , „. 'IlComplies [FR13]1 handlers,filter boxes,and building ! : _ ❑Does Not Comply jcavities used as return ducts are = ;❑Not Observable sealed. ""Not Appttcabte 403.2.3 Building cavities are not used as ducts' _ _.❑Complies [FR15]3' , or plenums. ❑Does Not Comply ❑Not Observable ❑Not Applicable 403.3 - F HVAC piping conveying fluids above R- R- ;❑Complies ; [FR17]2 "5105°F or chilled fluids below 55°F ;❑Does Not Comply: are insulated to R-3. ;❑Not Observable El Not Applicable 403.4 ;Circulating service hot water pipes are: R- R- ❑Complies [FR18]2 i insulated to R-2. :❑Does Not Comply ❑Not Observable F ;❑Not Applicable 403.5- 'Automatic or gravity dampers are r: - _ '❑Complies [FR19]2 a installed on all outdoor air intakes and y[]Does Not Comply: exhausts. ==❑Not Observable ,❑Not Applicable ; Additional Comments/Assumptions: 1 I High Impact(Tier 1) 1_2 1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: Proposed Milazzo Residence Report date: 05/01/13 Data filename: I:\\Milazzo(good).rck Page 6 of 8 2010 New York Insulationdnspection --Complies?- c6mments/Assu'mptions Energy = T- 303.1-- IAll installed insulation labeled or (❑Complies [IN131 'installed R-values provided. ❑Does Not Comply; ❑Not Observable ' ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) '-2 1 Medium Impact(Tier 2) 3Low Impact(Tier 3) Project Title: Proposed Milazzo Residence Report date: 05/01/13 Data filename: I:\\Milazzo(good).rck Page 7 of 8 New 2010 ' Pians Verified_ Field Verified York Final Inspection Provisions Value Value Complies? - - Comments/Assumptions Energ - -• - = - - - - - 402.4.2, Building envelope'tightness verified ACH 50= ; ACH 50= ;❑Complies ; 402.4.2.1 by blower door test result of&lt;7 ACH �❑Does Not Comply [FI17]1 !at 50 Pa.This requirement may instead be met via visual inspection, ;❑Not Observable in which case verification may need to ❑Not Applicable :occur during Insulation Inspection. 402.4.3 i Wood-buming fireplaces have ❑Complies [1718]2 gasketed doors and outdoor :00oes Not Comply; ;combustion air. -• . `[]Not Observable ; E]Not Applicable 403.2.2 Duct tightness via post-construction cfm cfm '❑Complies [F14]' with maximum leakage of 8 cfm to E❑Does Not Comply outdoors,or 12 cfm across systems. For rough-in tests,verification may ;❑Not Observable need to occur during Framing ;[]Not Applicable Inspection,with maximum leakage of 6 cfm across systems and 4 cfm without air handler. 403:1.1_ Programmable thermostats installed i -_ = ',❑Complies ; [FI9]z }on forced air furnaces. _ - - : ]Does Not Comply El Not Observable i ❑Not Applicable 403.1:2 Heat pump thermostat inslaiied on - _ `,❑Complies [FI10]z 'heat pumps. -- ❑Does Not Comply; ❑Not Observable _v=7 ",❑Not Applicable 403.4 Circulating service hot water systems _ , _ - :❑Complies [FI11]2 have automatic or accessible manual _ ;=>;00oes Not Comply; ,controls. — __,❑Not Observable "--,,[]Not Applicable '403.9.1 ;Readily accessible switch on heaters - - -:;❑Complies [FI12]3 Jor swimming pools. ;❑Does Not Comply: _ _ , :❑Not Observable -,,[]Not Applicable 403.9.2 ;Timer switches on pool heaters and _ '❑Complies [FI19]3 pumps are present ❑Does Not Comply ❑Not Observable `,❑Not Applicable 403.9.3 -.;Heated swimming pools have a cover. =` -`❑Complies [F12013 _'.:Covers on pools heated over 90 OF - ';❑Does Not Comply d t i are insulated to R-12. ` ❑Not Observable []Not Applicable 401.3, ;Compliance certificate posted. i ,=: I❑Complies [Fl7]z _ _ - ❑Does Not Comply; -dal ❑Not Observable } - "_:❑Not Applicable 303.3 ;Manufacturer manuals for mechanical .' ❑Corrrfrlies [FI18]3 :,and water heating equipment have "�❑Does Not Comply been provided. - i ,�- •" t , , ,- - _ - , '.,❑Not Observable = -�-,❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) "2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Proposed Milazzo Residence Report date: 05/01/13 Data filename: I:\\Milazzo(good).rck Page 8 of 8 NOTE: CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD L) CONDITIONS, CLIENT,AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT. DRAWINGS/SPECIFICATIONS. 0 4 C) u c, 0 U 00 it0c�6 c 6810 'c' 0 00 c� L) cl I mommnvas 'W\l� " 110\00M, M l\\U 11 MIR 11ASM" R, \\\gpw A-Rn \\u WA m IN, %\ 0 lr-vse \gczasomic C�vIM�\' SEC."AI l OF Fko— F..JB MICRO P.L. - BEDROOM 10'-6" X 14'-0" Li BATH 71-011 X 81-01' 13 BEDROOM 13 91-2" X 141-211 oolt L S $ F-1 VE X D - DECK cl) 16-113" X 18'-6" Li fkoo W/z P ABOVE W 1, 0 11 Q M'�CROP L $ v —BOVE--- - - �1 1 ` 11 1 ` 11,E \` �;1 / I\ rJ —_—A ICF 0 �x / aABOV� i - _ , _ _ _- — n -4- R S11 C L. C L.-\7 --333-3-- 44 L)EFu- AB3a ABOVE 71 A �A GENERAL NOTES DOOR SCHEDULE ELECTRICAL LEGEND WINDOW SCHEDULE CONTRACTOR TO NOTIFY THE NOTE: Il W ARCHITECT OFF ANY AND ALL REVISIONS DUE TO FIELD 04 CONDITIONS, CLIENT, AND OR GENERAL W FIRST/SECOND FL.- EXTERIOR DOORS - PELLA- "ARCHITECT SERIES" U.O.N. ALL WINDOWS TO BE ANDERSEN 400 SERIES, U.O.N.. ARGON FILLED, DIRT CONTRACTOR WHICH DIFFER FROM THE 1. ALL WORK PERFORMED SHALL BE IN COMPLIANCE WITH ALL FEDERAL, NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES & CONSTRUCT. DRAWINGS/SPECIFICATIONS. \ Z STATE & LOCAL BUILDING CODES AND ORDINANCES. REGULATIONS OF THE N.Y.B.F.U. AND A CERTIFICATE FROM THE N.Y.B.F.U. DOOR # WIDTH: HEIGHT: DOOR MATL. I OPERATION: LOCATION: IS TO BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. SHEDDING GLASS, WHITE PREPRINT. INT. JAMBS,&TRUE SCENE SCREENS p 2. BEFORE COMMENCEMENT OF WORK, THE GENERAL CONTRACTOR ` I~ SHALL FURNISH OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED FIRST FLOOR: THE OWNER SHALL PROVIDE ALL SURFACE MOUNTED LIGHT FIXTURES. ALL ROUGH ROUGH U ANDERSEN REFER. NO. OPENING OPENING QUANTITY INSURANCE AND WORKER'S COMPENSATION CERTIFICATES AND NAMES OTHER ELECTRICAL EQUIP. TO BE SUPPLIED BY ELECTRICAL CONTRACTOR. WIDTH HEIGHT OF ALL SUBCONTRACTORS INVOLVED IN THE CONSTRUCTION. OEXT. 3'-O" 7'-0" CLAD/GLASS RIGHT FOYER AWNING D RAW I N G LIST Q �, ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DECORA" COLOR T.B.D. O AN 231 2'-8" 1'-9" 6 � 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND 1a ALLOW$4,000 ALLOWANCE. PELLA EXT. CLAD/GLASS DR. TRANSOM RECESSED DOWNLIGHTS TO BE "LIGHTOLIER" OR APP. EQ. TRIM -WHITE. BASEMENT ? Z CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY BD AX281 2'-8" 2'-8" 5 AWNING VARIATIONS FROM THE DIMENSIONS SHOWN. ) 6'-11" CLAD/GLASS RIGHT/SWING KITCHEN NOTE: CONTRACTOR SHALL PROVIDE DIMMER SWITCHES FOR ALL RECESS. 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ANDERSEN "400 SERIES" - FWH 60611APLR DOWNLIGHTS. VERIFY LOCATIONS OF ALL ELEC. DEVICES WITH CLIENT. © AX551 51-53/8-1 2'-8" 13 AWNING >J' >., N A-N DRAWING NOTES/PANEL PLAN a ON THE DRAWINGS UNLESS OTHERWISE NOTED. ® FLEX-FRAME REF. SIZES BELOW 1 FIXED UNIT a� O3 3'-0" 6'-11" CLAD/GLASS RIGHT/SWING HALL Z 00 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING FLEX-FRAME REF. SIZES BELOW 1 FIXED UNIT A-D DEMOLITION PLAN �j. Qp DUPLEX ELECTRICAL RECEPTACLE / , N AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, ANDERSEN "400 SERIES" - FWH 31611 AL 11"--ii a r BREAKAGE, COLLAPSE, DISTORTION, .AND MISALIGNMENT ACCORDING TO $DD DOUBLE DUPLEX ELECTRICAL RECEPTACLE ® FLEX-FRAME REF. SIZES BELOW 1 FIXED UNIT A-0 FOUNDATION/DECK FRAMING PLAN a TO ALL APPLICABLE CODES. 4O 3'-0" 6'-11" CLAD/GLASS LEFT/SWING BEDROOM (Dsc DUPLEX SEPARATE CIRCUIT RECEPTACLE O 2-CX16 (MULL) 5'-4 1/4" 6'-O 3/8" 13 2-CASEMENT A-1 FIRST FLOOR CONSTRUCTION PLAN u 6. THE GEN'L. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, & COSTS ANDERSEN "400 SERIES" - FWH 31611 AR w RELATED TO THE WORK OF THIS CONTRACT. GEN'L, CONTRACTOR SHALL (DGFI DUPLEX RECEPTACLE/GROUND FAULT INTERRUPT ® FLEX-FRAME REF. SIZES BELOW 8 MULLED FIXED UNIT A-1 . 1 1 ST./2 ND. FL. DECK FRAMING PLAN INITIATE ALL REQUIRED INSPECTIONS OF ALL WORK COMPLETED UNDER 5 PAIR 4'-0" 7'-0" MASONITE LEFT/RIGHT BEDROOM/CL. (� M N THIS CONTRACT UNLESS OTHERWISE'. NOTED. O (VFL. DUPLEX FLUSH FLOOR ELECTRICAL RECEPTACLE 0 3 - CX16 (MULL) 5'-4 1/4" 6'-0 3/8" 5 2-CASEMENT Erl a` "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. WALL SWITCH tom~ 0 O0 7. THE SUB-CONTRACTORS SHALL AT ALL TIMES KEEP THE PREMISES �1 FLEX-FRAME REF. SIZES BELOW 5 MULLED FIXED UNI u rn CLEAN AND ARE RESPONSIBLE FOR REMOVAL OF ALL RUBBISH CREATED 6 2'-0" 7'-0" MASONITE LEFT BEDROOM/CL. $3 3-WAY WALL SWITCH 4-WAY WALL SWIITCH A-1 _A COMPOSITE GARAGE CONST. PLANS \ U M BY THEIR INDIVIDUAL TRADES UNLESS OTHERWISE NOTED. O O CX16 2-8 6'-O 3/8 1 CASEMENT � p M 8. ANY"EXTRAS" FOR ANY AND ALL FIELD CONDITIONS/SUBSTANTIAL "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. $DS RECESSED DOOR ACTIVATED SWITCH ® A-1 . 1 SECOND FL. DECK FRAMING PLANS ~ a FLEX-FRAME REF. SIZES BELOW 3 MULLED FIXED UNI CHANGES SHALL BE DOCUMENTED WITH THE COST OF APPROVED BY RECESSED DOWNLIGHT (10OW) " LIGHTOLIER"' OR APP. EQ. A-1 .2 ROOF FRAMING PLAN ' \ \ 7 2 8 7 O MASONITE SLIDER BATHROOM \N� �'' O OH CX145 2-8' 4-5 3/8 3 CASEMENT \` �\ OWNER AND OR HIS AGENT BEFORE STARTING ADDITIONAL WORK. EXTERIOR RECESSED DOWNLIGHT (10OW) " LIIGHTOLIER" OR APP. EQ. �:.\` \ ` '\`; "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. `E J CX245 S-4 1/4" 4'-5 3/8" 2 2-CASEMENT A-2 BUILDING SECTION ' 9. DOUBLE FLOOR JOISTS ARE TO BE INSTALLED UNDER ALL WALL O �\\ \ � PARTITIONS RUNNING PARALLEL TO THE FRAMING. PROVIDE DOUBLE HDR. HEAVY DUTY OVER-HEAD TRACK& FRAME. W GASKETED RECESS. POCKET �B CEILING MOUNTED JUNCTION BOX K CX1 " A-3 BUILDING ELEVATIONS ��' JOISTS AT ALL OPENINGS. REFER TO CONSTRUCTION DWG'S. FOR SIZES. / O 35 2 8 3 5 3/8 1 CASEMENT , WALL MOUNTED JUNCTION BOX ,_ �, ,_ „ A-3. 1 BUILDING ELEVATIONS 01 1, 8 2-811 71-011 MASONITE SLIDER BATHROOM �B L CX135 5 4 1/4 3'-5 3/8 1 2-CASEMENT \ ,\\ 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONST. GRADE OR EQ. O \" 11. ALL EXTERIOR STRAPPING TO BE ABOVE OR BENEATH EXT. SHEATHING. "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. WALL MOUNTED DUAL SPOTLIGHT A-5 PLM B. RISER D IAG./NAILING SC H E D. �B NOTE: \\\ 12. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL HEAVY DUTY OVER-HEAD TRACK& FRAME. W/GASKETED RECESS. POCKET F NEW CEILING MOUNTED JUNCTION BOX FORT SURFACE FAN/LIGHT G.C. TO VERIFY W/OWNER ALL SIZES, STYLES TYPES OF ALL INT. & EXT. A-6 ENERGY CALCULATIONS \\ WORK SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS WITH DUAL SWITCH AT WALL. FIXTURE TO BE SUPPLIED BY OWNER. \\\\ AND STEELWORK, ALL SHOP DRAWINGS NEED THE APPROVAL OF THE 10 2'-10" 7'-0" MASONITE RIGHT (FLUSH) BR/HALL DOORS PRIOR TO ORDERING. ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. + NEW CEILING MOUNTED JUNCTION BOX FOR: RECESSED EXHAUST G.C. TO VERIFY ALL SIZES, STYLES, TYPES, & EGRESS COMPLIANCE "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. EF FAN/LIGHT WITH DUAL SWITCH AT WALL. "BROAN" HEAVY DUTY UNIT OF ALL INT. & EXT. WINDOWS PRIOR TO ORDER. 11 2'-4" 7'-0" MASONITE LEFT BATHROOM OR APP. EQUAL. d NEW TELEPHONE RECEPTACLE "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. do NEW CABLE TV RECEPTACLE (TO BE WIRED TO CENT. CONTROL BOX) PLUMBING FIXTURE LIST. INTERIOR/EXTERIOR TRIM : NOTEH REF. TO LAYOUT I TEMP. GLASS I LEFT SWING BATH QST NEW STRUCTURED CABLE (TO BE WIRED TO (CENT. CONTROL BOX) SHOWER DOOR/ENCLOSURE "FRAMELESS GLASS" W/SAT. NICKEL HINGES. O BATHROOM FIXTURES: BY KOHLER (VERIFY WITH OWNER) INTERIOR WindsorONE CLASSIC COLONIAL W PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION 2'-6" 7'-0" LEFT- 1 1/2" HR. F.P.S.C. RATED BASE. SD SMOKE/CARBON MONOXIDE DETECTOR: TO �E WIRED TO CENTRAL CONTROL BOX. TOILETS: CIMARRON COMFORT HEIGHT TWO PIECE - K-3497-RA BASE MOLDING : WOBM001 12 ( , CODE WE CERTIFY THAT THE DESIGN CRITERIA IS DONE PER PRESCRIPTIVE SINKS: THOREAU UNDERCOVERIFY W/OWNER PRIOR TO ORDER. U V DESIGN. ALL OF THE LOAD CALCULATIONS &STRUCTURAL PLANS COMPLY "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. DB UNTER LAVATORY- K-2907-4U WINDOW SILL: FRAME WITH ALL OF NEW YORK CONSTRUCTION CODE BASED ON (AF&PA) SHOWER TRIM KIT: FORTE ESSENTIALS PERFORMANCE PACKAGE - K-10827-4 CROWN MOLDING: WOCM001 -VERIFY WITH OWNER NEW DOORBELL ( ) Y SINK FAUCETS: FORTE WIDESPREAD LAV. FAUCET- K-10272-4G WINDOW & DOOR CASING: WOBB001 , WOCS001 FOR ONE-FAMILY DWELLING TO THE BEST OF OUR KNOWLEDGE. 13 PAIR 3'-0" 7'-0" MASONITE RIGHT HALL NOTE: ALL OUTLETS IN GARAGE AREA TO BE ON A S.C. PROVIDE CUSTOM SHOWER PANS VERIFY W/OWNER TRIM ORDER PRIOR TO PURCHASE. O 0 NOTE: PROV. ALL NECESSARY PLUMBING VENTS ALL INTERIOR TRIM TO BE PRIMED AND PAINTED WHITE UNLESS "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. SHOWER BODIES BY"KOHLER" OTHERWISE NOTED. OPROVIDE 400 A. ELECTRICAL PANEL W/AUTO DISCONNECT PROVIDE TOILET SEATS I I I W 14 PAIR 4'-0" 7'-0" MASONITE RIGHT KITCHEN FOR USE WITH GENERATOR. VERIFY FIXTURE LIST WITH OWNER PRIOR TO PURCHASE EXTERIOR AZEK TRIMBOARD W z CONSTRUCTION LEGEND "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. GLASS SHOWER DOORS BY OTHERS WINDOW& DOOR TIM: PICTURE FRAME - 5/4" X 6" AZEK W/BACKBAND Q NOTE: KITCHEN FIXTURE LIST: CORNER BOARD TRIM: 5/4" X 8"AZEK W/ BACK BAND PROVIDE ALLOWANCE FOR A 10 KW GENERA70R - LOCATION T.B.D. FREEZE BOARD: 5/4"X 8"AZEK FIRST FLOOR THE FOLLOWING APPLIANCES TO BE RUN BY'GENERATOR: KITCHEN SINK: UNDERTONE - K-3183 FASCIA TRIM: 5/4" X 8"V.I.F. AZEK ® NEW EXTERIOR PARTITION - 2"X.6"WOOD STUD WALL W/ 1/2" CDX SECOND FLOOR: BOILER, HOT WATER HTR., REFRIG., KITCHEN DN. LTS. & FOYER LT. FAUCET: AVATAR SINGLE CONTROL PULLOUT FAUCET- K6350 SOFFIT MATERIAL: 1/2" X 5 1/2"AZEK BEADBOARD PLYWOOD. EXTERIOR SHEATHING (TYVEK WRAPPED &TAPED). VERIFY FIXTURE LIST WITH OWNER PRIOR TO PURCHASE. ALL EXTERIOR TRIM TO BE PLUGGED, PAINTED WHITE, VERIFY MATERIAL J SECOND FLOOR 15 PAIR 4'-O" 7'-O" MASONITE RIGHT BEDROOM TYPE WITH OWNER PRIOR TO PURCHASE. W ® NEW EXTERIOR PARTITION - 2"X. 6"WOOD STUD WALL W/ 1/2" CDX "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ, Z Lj PLYWOOD. EXTERIOR SHEATHING (TYVEK WRAPPED &TAPED). 16 PAIR 1 4'-0" 7-0" MASONITE RIGHT BEDROOM Q (1ST &2ND FLOORS) PANEL LEGEND W ALL EXTERIOR SIDING AS NOTED ON THE CONTRUCTION PLANS. "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. PLUMBING LEGEND 6'-0" 6'-O" 8'-0" W ALL EXTERIOR TRIM AS NOTED ON THE CONTRUCTION PLANS. (REFER TO TABLE 1609.1 NE Imo- O 17 2 6 7 O MASON ITE LEFT BEDROOM PANEL SIZE "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. ® PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS REF. TYPE AND#OF SCREWS WIDTH HEIGHT CITY.P INDICATED ON CONSTRUCTION PLANS. FOLLOW ALL NECESSARYA 1 Fi ® NEW INTERIOR PARTITION - 2" X 4" WOOD STUD WALL W/ 1/2" CDX 18 2'-4" 7'-O" MASONITE LEFT BATHROOM N.Y.S. AND LOCAL PLUMBING CODES THAT RIPPLY TO WORK TO BE ��A�� #8 SCREWS(E312"O.C. (1) 3'-4"X 6'-0" 13 ° .,, � ° 31-411 ° m 0 CL INTERIOR TRIM - 5" COLONIAL BASE W/SCREWED/TAPEDINTERIOR SIDE - 1 LAYER 1/2" GYP. BID. 2QUARTER ROUNDD. SIDES. "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. WIINnTERIZATIION REIDE ALL NECESSARY F.. TO CONSTRUCTION PAIN VALVES VAN FOR FIXTR HORIZONTAL-URE TYPES. "B, #e scREws @82"O.C.VERTICAL-6 (1)3'-3"X 6'-0" 1 ° m m m m 4'—DII 4'—�" ° m m m m 4" COLONIAL TRIM W/ BACKBAND ON ALL DOORS AND WINDOWS. HORIZONTAL-10 VERTICAL-5 A ' ALL WINDOWS W/ BOTTOM FORMED CLR. PINE SILL, U.O.N. 19 2'-0" 7'-0" MASONITE RIGHT CLOS. ALL WASTE LINES ARE TO BE INSULATED WITH SOUND ATTENUATING #8 SCREWS @ 12"O.C. INSULATION (TYP. ALL AREAS) "C" (1)3'-3"X 6'-0" 1 QTY- 13 m HORIZONTAL-11 VERTICAL-4 ' ' PROVIDE MOISTURE RESISTANT GYP. BD. (GREEN BD.) FOR ALL "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. ® PROVIDE FROST FREE HOSE BIBS. 8 SCREWS @ 12"O.C. (1) 3'-4"X 6'-0" I 0 BATHROOM WALLS AND CLGS. PROVIDE CEMENT WALL BD. FOR ALL I.D." " (1)3'-4"X 3'-4" 5 m m m m I V J AREA RECEIVING TILE, INCLUDING FLOORS. 20 PAIR 4'-O" 7'-O" MASONITE RIGHT BEDROOM HB HORIZONTAL-4 VERTICAL-6 IDSHOWER HEAD (FROST FREE SHOWER BODY #8 SCREWS @ 12"O.C. 4'-O" 4'-O" 0 "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. S E HORIZONTAL- 11 VERTICAL-4 (1)3'-3"X 6'-0" 1 �.61-011 INTERIOR PAINT-TO BE "BENJAMIN MOORE" U.O.N., ONE COAT PRIME E F &TWO COATS SATIN FINISH (COLORS T.B.D. BY OWNER) U.O.N. ® GAS LINE FOR: BBQ, DRYER & OVEN: GAS TAPVK LOCATION AS NOTED #8 SCREWS @ 12"O.C. I- 21 2'-6" 7'-0" MASONITE LEFT BEDROOM G ON SITE SURVEY, WITHIN THE INNER GRASS AREA OF THE CIRCULAR "F" 3'-4"x 8'-0" 3 m m m ALL TRIM TO BE SATIN FINISH, BATHROOM PAINT TO HAVE MILDICIDE HORIZONTAL-4 VERTICAL-16 ® m m m m m m m ADDITIVE. @ 12"O.C. JELD-WEN CAMBRIDGE SERIES DRIVEWAY. NOTIFY OWNER IN CASE OF RELOCATION. #8 SCREWS SOLID PARTICLEBOARD CORE OR APP. EQ. "G" (1)3'-4"x 8'-0" 1B O FROMHARDWOOD FLOORING - #1 SELECT 3"W.,15LB. FELT UNDERLAY. HORIZONTAL-4 VERTICAL-14 m ° 31-311 QTY- 4 QTY- 5 (n FINISH - 3 COATS OF CLEAR SATIN POLYURETHANE (PACIFIC BRAND). ALL SUPPLY&WASTE LINES ARE TO BE INSULATED WITH SOUND H„ #8 SCREWS @ 12"O.C. D3 (2) 4'-0" X 6'-0" (2) 4'-0" X 8'-0" SUB-FLOOR - 3/4"THICK PLYWOOD GLUED AND NAILED. ATTENUATING INSULATION. (TYP. ALL) HORIZONTAL-4 VERTICAL- 14 (1)3'-4"X 6'-O" 2 ® SUB-FLOOR - 3/4"THICK PLYWOOD GLUED AND NAILED (TILE AREAS). #8 SCREWS @ 12"O.C. (1)s'-8"x s"-o" ALL INTERIOR DOORS TO BE "JELD-WEN CAMBRIDGE SERIES" SOLID CORE 2 HORIZONTAL-8 VERTICAL-14 QTY_ 1 �3'-4"� ® CARPET TO BE SELECTED AND PURCHASED BY OWNER. OWNER TO SELECT STYLES OF FIXT. INCLUDING THE FOLLOWING: �61_0" PARTICLEBOARD CORE- COMBINATION WOOD/MDF 1-3/8" G.C. TO PROVIDE SINKS, TOILETS, TUBS, FAUCETS, TUB FIXT., &SHOWER CONTROLS. (1) 3'-3"X 6-0" FIXTURE ALLOWANCE TO BE PROVIDED TO OWNER BASED ON TYPES SEPERATE ALLOWANCE FOR ALL EXTERIOR AND INTERIOR HARDWARE ALL OF FIXTURES SELECTED. ° ° m ALL FIXTURES TO BE PURCHASED AND INSTALLED BY THE PLUMBER. 6'-0" m m E INSULATION NOTES NON PELLA SHALL BE SCHLAGE HEAVY DUTY SATIN NICKEL UNLESS OTHERWISE SPECIFIED BY OWNER m m 3'-4" m 3'-3" OR APP. EQ. PROVIDE SCREENS FOR ALL EXTERIOR DOORS SPRAY POLYURETHANE FOAM INSULATION: m ° m 3'-3" NEW EXTERIOR WALLS: 2"X6"WOOD STUD, R-21 - 3" SPRAY FOAM INSUL. m D2 (QTY- 5 QTY- 1 INSULATION BY"ROCKET" OR APPROVED EQUAL. m m m m m °I FLEX-FRAME DIMENSIONS (1) 3'-4"X 3'-4" 6-0" NEW ATTIC/ROOF: R-42 - 6" - 7" SPRAY FOAM INSULATION. _ INSULATION BY "ROCKET" OR APPROVED EQUAL. QTY- 1 1' s° � (1) 3'-3" X 6-0" V.I.F. 2'_7�" 2,_74�, 2,_7��� E1 1._6., 1 a 1.6„ P1 1•_6•' G1 1'_6” CRAWL SPACE: R-21 - 3" SPRAY FOAM INSUL. D2 D1 - Ds 3'-8" 61-811 INSULATION BY ROCKET OR APPROVED EQUAL. O O s V-11; O I-� 31-411 t �6-8 3a 4a I m m m m m m m mm m m m 3'-425"F. 1-. 5'-3" 31_01•' T-11" 2'-74"y m m INTERIOR WALLS: R-21 NON KRAFT PAPER SOUND BATT INSULATION V. F. V. V.I.F. —V.I.F. V.I.F. V.I.F. 1A 5'_47-3„ G1 ° ° ® '� im 4'-0" m m m © mim m m m ° m O m w 8 .01, D TILE LEGEND ° ® 8'-0" m m m m m m � - (� 12" CERAMIC TILE - "AMERICAN OLEAN" TILE OR APP. EQUAL. TILE - m m m m 4'-0" BORDER W/20" TILE ON A 45*TO' BE INSTALLED OVER 1/2" CEMENT ° m m m m ©, Q BOARD, U.O.N. WALL AND FLOOR GROUT TO HAVE WATERPROOF G ADDITIVE MIXED IN. _ F m m ° in ® 1IOLEAN"TILE OR PCE NOTES --- QTY- 1 QTY- 3 QTY- 3 i i... w BORDER W/20TLE ON A 50 TO BEINSTALLED OVER 1/211EMENTAC AC/HEATING (1) 3'-4" X 8'-0" 3'-4"X 8'-0" 2 - 4'-0" X 6'-8" BOARD, U.O.N. WALL AND FLOOR GROUT TO HAVE WATERPROOF n4l � , r. �.,r: ADDITIVE MIXED IN. 0 w � a,.`-_-_� � PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION, Ifi r. ® . PROVIDE TWO ZONE HEATING AND COOLING SYSTEM CONSISTING OF. �. !" ` r G,.,Ts ' D w� cr3,-4„ 6i-$u '` `�� T^',' Gf L 8”X 8" CERAMIC TILE -'AMERICAN OLEAN"TILE OR APP. EQUAL. TILE BORDER W/20" TILE ON A 45'TO BE INSTALLED OVER 1/2" CEMENT ONE "RHEEM OR APP. EQ." GAS FIRED BOILER WITH DIRECT VENT _ U) BOARD, U.O.N. WALL AND FLOOR GROUT TO HAVE WATERPROOF (SIZE AS REQUIRED), UNLESS OTHERWISE NOTED. O ® 0 0 O Q ' PROV. 8" DIA. "ZERO CLEARANCE" FLUE ) 4 m'- m m m I( " l ? LL ADDITIVE MIXED IN. I U U ° ° ,t � ' � ONE VAUGHN 70 GAL. INDIRECT HOT WATER HEATER, UNLESS OTHERWISE G1 1 l' r co X NOTED. 411 m m_ m ALL NECESSARY PIPING, CIRCULATORS, CONTROLS, ETC., AND ONE N 275 GALLON FUEL TANK, UNLESS OTHERWISE NOTED. TWO "RUDD" (SIZE TONAGE AS REQUIRED) 13 SEER AIR HANDLERS UNLESS % O O O SCALE: OTHERWISE NOTED. PROV. ELECTRONIC DAMPING FOR ADD'L. ZONEcJ , ` v` TWO "RUDD" (SIZE TONAGE AS REQUIRED) 13 SEER CONDENSORS UNLESS _ _ - ® ° '-1 ' '-� ' 1/4"=1'0" OTHERWISE NOTED. _ - � OFFICE SET CEILING/ FLOOR OUTLETS AS PER ENGINEERING I I ' I I I�s�,I - - - - - - _ _ _ _ - - _ ® ° ° ° DWG. NAME: SPECIFICATIONS. ONE RETURN ON SECOND & FIRST FLOORS. _ - - NOTE: ADD ANTI-FREEZE TO ENTIRE SYSTEM. I -- i - m ° m 4"9. 1 3 DRAWING m NOTES & PANEL m l ° ° ° ° ® PROPOSED NEW FLOOR REGISTERS TO BE INSTALLED. (V.I.F.) �T__________________ __________-___________________---LST----=________----_----_____��i_1 PLAN N. --------------------L-1---------- -----------------------'— ----------------------------1—J QTY- 3 QTY- 2 THESE DRAWINGS AS INSTRUMENT'S OF SERVICE, (1) 3'-4" X 6-0" (1) 6-8" X 6"-0" ARE THE SOLE PROPERTY OF THE ARCHITECT.NO DWG. NO.: ,CHANGES,AND/OR MODIFICATIONS SOUTH ELEVATION SHAILL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART A- N OR WHOLE IS STRICTLY PROHIBITED BY LAW. NOTE: W CONTRACTOR TO NOTIFY THE ARCHITECT U OF ANY AND ALL REVISIONS DUE TO FIELD 5 CONDITIONS, CLIENT,AND OR GENERAL CONTRACTHE CONSTRUCT. AW NGS/SPECIFIWHICH DIFFEROCATIONS. rte , z ` U DEMOLITION LEGENDcN z 110 U .� ----------- EXISTING EXTERIOR/I INTERIOR WALL, SIDING ? ° ----------- & CONC. FDN. TO BE REMOVED. zc� Q ER EXISTING DOOR/WINDOW TO RE REMOVED. y ct W \ W � N u06 � c'! o - ao REMOVE EXIST. ROOF SHINGLES SHEATHING, ROOF FRAMING, CLG. \` \�� JOISTS &ALL WALL PARTITIONS TO \°�� � \ \\, \ ,\ \\�\p �\ EXIST. CONC. 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GYP. BD. FLOORING rl III _ I FLOOR SHEATHING, FLOOR JOISTS & I I 111 GIRDERS. & CONC. FOUNDATION/FTGS.1 I I I I I I I M EXISTING ELEVATION EXISTING ELEVATIONrn 111 1 1 1 1 11 w �/ / Z 111 I I I I � W II ISI I I 111 for Ill I I a � 1 1 111 W U L - ---- ------------------ -----------�-------------------- - 44 0 REMOVE EXIST. OUTSIDE DECWFTGS. 0 31 '-9" 0N LOOR PLAN N o EXISTING FIRST F 0 0 W 311-10 11 REMOVE EXIST. ROOF SHINGLES SHEATHING, ROOF FRAMING, CLG. JOISTS &ALL WALL PARTITIONS TO EXIST. CONC. BLOCK FOUNDATION. III� rI IrI= NOTE: CONTRACTOR TO NOTIFY THE 11 u OF ANY AND ALL ISIONS DUE TECT CONDITIONS, CLIENT, AND OR G NOEIRAL FIELD CONTRACTOR WHICH DIFFER FROM THE W CONSTRUCT. DRAWINGS/SPECIFICATIONS. 1� � z U (40:) N Z U 000 06 r16a'0 ' U cn N 0 00 00 ' U �\\\\\\I\\\ \\N\ � \\II II ' \�\\\\a\\\ SEC• A '-6"W. X 2'-6" W. X V-0" D. P.CONC \\\ 11 �. OOTING W/ 1 -6 DIA. P. CONC. ' SONOTUBE FORM TO 3 ABOVE """ ,�� \\\\ INISH GRADE. (SIM BOTH AREAS) OF c'E' R F�- "" \��\ 491-811 "� . �• 20'-7LINE° - �� 48'-711 1 '-1 " ZV-11I 4'-511 1 O'-311 1.F. " LINA i I / MICRO P.L. pF10pER , / I� ""� ti J ICRO P.L. I I I BASEMENT °4 ' �, 91-411 uJ 22'-0" X:33-0" I l 161_411 _ =�_ q i 1 _ MICRO P.L. r , �/ 1 4'-911 3- ' 1 131-111 • 8"W. P. CONC. FOUNDATION WALL Z } \ ' -6" RAD. X 1'-0" D. P. CONC. FTG. 1 7'_811 \ \\ WITH 1'-10"W. X 1'-0" D. P. CONC. . IN �j . \ FOOTING (CONT.) W/W.W.M. IN Lu W OOTING W/ V-6" RAD.. P. CONC. , „ � \ WALL AND FOOTING. (8'WALL) Z „ 4_9 ,- ___� I / � \ 36" BELOW FIN. GRADE (TYPICAL) �SONOTUBE FORM TO 3 ABOVE 1 ,- - 1 I,B \ \ 0�2 DD E ' PROV. 3' H. CONC. I 1 \ FOUNDATION WALL. ALIGN INISH GRADE. ��' ° Q _ \ PROV. 3 #5 TIE RODS INTO EXIST. Q G Sg r 1 '�sc PLATFORM @THIS I 1 I i \\ \ FOUNDATION WALL POUR 8 D. LOCATION FOR EQUIP. 1 \ _ 11 '-811 BASEMENT ' - _ E """ ,"---- I 1 SC F'Rso BoV,FI. F C.U.,ri —— —————' —— 1 I 11 -0 X 15-0 MICRO P.L. ��% SC oLONslB APP• JB JB 1 /lam �1 \ - CK W7. oR. ?, SNE-,O""- ' I I I 1 3' W � ' �,,. —•' °SVTERSTOP E�GESS'�'a', 1 1 1 \ IL•_: � � \ \ MICRO P.L. '' W�� N�� 2'-0" W. X 2'-O"W. X 1'-0" I 1 I \\ 1 J \\ Z W r' 3'-8"V.I.F. �-S I \ 1 \ BOILER SW. I D. P. CONC. FOOTING. 1 1 \ 1 \ \ 1 81 JB (TOP OF STAIR) I (TYPICAL ALL FTGS.) I 1 / ` 1 \ W 4' / 191-411 cl) � ® 6_9"V.I.F. i'" 41B \ \ 0 275 GAL.OIL TANK I I ---'�'- ----I -- •'-1 r' \ — — — r. — /'r 1 — _ C 1 — — _r 1 — MICRO P.L. // BASEMENT = = = = I• ,? —� '!_ _ = I�.�� =I. fib, _ _ = 1 L_ 14'-8" X 18'-0" \ \ O zl`c!J L_--J L-_-i 21 611 F BvILpING OFFS 2' 1 11 i i 8'-11" i - 5,_6., `_--5 8 5'-7" 11 / _ \\ \\\ 26'-7" _ _0JB N 1 8"`W. P. CONC. FOUNDATION WALL 91-4II 11 \ 1 11 I V.I.F. F I — I 141-311 WITH1'-10" W. X1'-0" D. P. CONC. I \ ' \v' O FOOTING (CONT.) W/W.W.M. IN 9 _7 r----7 I 241-411 WALL AND FOOTING. (8'WALL) .1MICRO P. J q 36" BELOW FIN. 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NAME: 4.9. 13 PROPOSED FOUNDATION PLAN THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT.NO REVISIONS,CHANGES,AND/OR MODIFICATIONS DWG. NO.: SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW A-0 NOTE: CONTRACTOR TO NOTIFY THE ARCHITECT U OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CIIENT, DR GENERAL CONTRACTOR WHICH DIFFER FROM THE W CONSTRUCT. DRAWINGS/SPECIFICATIONS. �� Z \ U O ►4 o 11 U 0 pZ00 3 � _ i Z 06 IR g8 Wu0 00 i N M• \ ,� ocn \\\\\\\\\1100 \\\\\\\\` ��`� \'�,\\ \�l\ \\ `gmgm \\`\ ' \� \` \ , ROV. METAL VENT TO OUTSIDE \\\\\ \\�\ .\\ W/SCREEN AND WIND FLAP. \\\\ L FSET_ \\\ INK rROV. $4,000.00 ALLOWANCE FOR p1NG pF __ \� \ NEW GAS FIREPLACE &$1,800 00 OF gU�L \\1 \\\ • LLOWANCE FOR HEARTH AND _- ' SEC."All 'URROUND. PROV. DIRECT VENT. -_ PR�PEaN`NE' 211-111 _ KITCHEN - ' PANTRY i' ICRO P.L. 101-01, X 18'-01" G C In FP. 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OF BUILDING OFFSET ----------------------------------- MICRO P.L. 1 ICRO P.L. 1 ICRO P.L. E 1 ICRO P.L. E 1 ICRO P.L. E 1 ` MICRO P.L. ----------------------------_ ABOVE _ _ —ABOVE _ — — — ABOVE — _ _ ABOVE — — — ABOVEI — — `-LINE OF ROOF ABOVE 14'-6" 311-1011---- 201-1111 ENTRY DINING 4'-0" X 8'-0" 14'-6" X 20'-6" SEC."A" FIRST FLOOR PLAN o W U) 0 m — — — — �fN74°19'00"W— . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . PROPERTY LINE — — . — . — . — . — . — . — . — . — • — . — • — • — — • — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . _ . — . _C-136.00' — — — — — — — — — — —� W J 0W_ U LL tk / _ Q "- co SCALE: 1/4"=1'0" OFFICE SET DWG. NAME: 4.9. 1 3 PROPOSED FIRST FLOOR PLAN THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT.NO DWG. NO.: REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN,AUTHORIZATION BY THE ARCHITECT. 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SCALE: I I ALL P.L. INDICATED U.O.N. DIRECT I I PROV. 3/4"X 11 7/8" MICROLAM TO FDN WALL BELOW& BOLTED 1/4"=1'0" I I LVL OVER ALL WINDOWS & OPGS. TO CONT. MICROLLAM ABOVE, OFFICE SET DWG. NAME: L-----------J (FLUSH WITH RIM JOIST)(TYP. ALL) (TYPICAL ALL LOCATIONS U.O.N.) NOTE: ®INDICATES BEARING POINT LOAD FIRST FLOOR DECK FRAMING PLAN THIS DRAWING IS FOR REFERENCE ONLY 4.9. 13 FIRST/SECOND THIS LOAD MUST BE TRANSFERED ONLY& IS NOT INTENDED TO BE SCALED. - FL. FRAMING W/ADEQUATE VERTICAL BRACING. PLAN THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT.NO DWG. NO.: REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART A- 1 .OR WHOLE IS STRICTLY PROHIBITED BY LAW. 1 NOTE: CONTRACTOR TO NOTIFY THE ARCHITECT W OF ANY AND ALL REVISIONS DUE TO FIELD ? U CONDITIONS, CLIENT,AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT. DRAWINGS/SPECIFICATIONS. u vWj � \ U ` U � U o C7 �" N O z00 rT r�gg70i U M N 00 ' � \\o\\\ \`RMM �E � \ - FSE_- Sur SEC.IIAII ABOVE -, SINE OF RO� R�LINE I C - �Pa°P� BEDROOM _ `_ - _ - // MICRO P.L. 110'-6" X 14'-0" W BATH71-011 X 81-011 ' vn E3 z > ' BEDROOM 9'-2" X 141-211 V_rl - W H O z o-A2 too s ' N P o f � � 5 C/)E � zt, nP DECK w E OF GOOF 6 LO B / I \ o \\ \JB/F 16'-6" X 18'-6" Z - \ W _ 1 _ GFI n- Ev1LpING CL. OF _ CL. - CL. —_ UNE - 775A - __ _ - - - --- s 3a ABOVE LF�FTERJ A A ° PLATFORM _- 1 C / iJB 001% LL 0 00 111% U) —j LLJJ C ABOVE W \c JB— OPEN TO BELOW I JB 2 TRANSOM w ABo C TRANSOn� Dl ------------------------------------------------------------------------------------- OF BUILDING OFFSET----------------------------------------- 1 / ---- ----- ----- JAE�OVE ---- ----- -- ------ 1A, ---- ------ ------ r----- --- --------------------------------------------------------------- JB"D" MICRO P.L. C ICROP,L. ICROP,L. JA ICROP.L. . 0 MICJB"E" -------------------------- FJ ABOVE BOVE BOVE (� ABOVEI L-LINE OF ROOF ABOVE SEC.IIAII SECOND FLOOR PLAN 0 w 0 — . �. —N 74019'00"W PROPERTY LINE 136 00' F . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . - - - — - — — — — — — — — - — — — — . — . — . — . 5— . — . — . — . - - - — - — - — - — — — - — - — — — — — — — — . — . . . . — . . . — . . . . --�— — — . — . — . — . - - ---- Z x ow 0 00 F y c SCALE: 1/4"=1'0" OFFICE SET DWG. NAME: 4.9. 1 3 PROPOSED SECOND FLOOR PLAN THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT.NO REVISIONS,CHANGES,AND/OR MODIFICATIONS DWG. NO.: SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. A-2 NOTE: \ U CONTRACTOR TO NOTIFY THE ARCHITECT (T, OF ANY AND ALL REVISIONS DUE TO FIELD w CONDITIONS, CLIENT, DR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT. DRAWINGS/SPECIFICATIONS. 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O; °N '-, DECK gELO\N > o' 16'-6" X 18'-6" OX 0> MICRO P.L. • � N G OFFSE'( J of- gv�LDIN MICRO P.L. co Q Q MICRO P.L. m :\ v ✓ fj� W J J J J J�( J J as ,1�A 0 w N O N O fV O N O j\ (n 0 rU rU rU rU rU r(U rU rU ..-� ..��`J--i✓1 �x`a 0 0 0 0 x 0 x(0 x0 . 0 } NCO N� N(0 N(0 N(D Ni(0 N� NCD r LINE OF BUILDING OFFSET U) N d' I ROP IC O P. CRO .L. [fic! P.L. RO L. MICRP.L. SCALE: 1/4"=1 1 0" OFFICE SET DWG. NAME: NOTE: 4.9. 13 ROOF ROOF/CEILING FRAMING PLAN THIS DRAWING IS FOR REFERENCE ONLY FRAMING C3INDICATES BEARING POINT LOAD PLAN THIS LOAD MUST BE TRANSFERED ONLY& IS NOT INTENDED TO BE SCALED. W/ADEQUATE VERTICAL BRACING. THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT.NO DWG. NO.: REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART A-2 . 1 OR WHOLE IS STRICTLY PROHIBITED BY LAW. U (To RPS4TRUS TER 03/RA'.4 E r T, PROV. DBL. 2"X 6"ACID TRUSS BRACING 2„X611 S12) <Mr SILL PLATE (TYP.) WALL Z 10” P. CONC. FOUNDATION WALL STUD r \ U SIMPSON HL35 WALL. PROV. MIN. 8" FDN. v u HEAVY-DUTY KANT-SAG LSTI22 OR EXPOSURE ABOVE FIN. GRADE SHEATHING \ ANGLE BRACKET SIMPSON LSTA21 STRAP O N WITH 16 10d X 1 1/2 FASTENER (TYP. ALL AREAS) ,.. CONNECTION OF WALL CA � RIDGE ( ) 3 2"X 10' STUD TO STUD BEAM (STRAP REQUIRED FOR 16" JOIST 1 SCREW THROUGH WINDOW HEADERING TO WINDOW (CS16) \ O DEPTH OR MEMBERS WITH SLOPE BRACE AT EACH 10d NAILS OR ® DBL. MICROLLAM PROV. WATER BARRIER BETWEEN HEADER ,�. 16dSINKERS STUD TO BAND JOIST : U ® ® HEADER OF 7/12 OR GREATER). FLANGE 4"O.C.HORIZOAN AL ccs,e) p FOUNDATION WALL&ACID. RIM JOIST. CONNECTION OF WALL HEADER ANCHORAGE 00 ® 0.75" X 33 MIL SHEATHING TO 2"X 6" STUDS WALL STy (LSTA1e) O C7 N EACH COR ER) Z .--i } . 00 2" X 10" R.R. JACK PRE-ATTACHED � -- PROV. 2 CONTINUOUS # 4 PROV.,17/e•BOX BEAM �? RE-BAR. (TYP. ALL AREAS) (PHDBWITH 61LLPLATE TO STUDS FASTENERS<1' USI NG US ON PLATE FASTENERS FILL PLATE OUNDATIONOSILL PLATE V ,C Idy ITO OUNDATION FAFES RODF SSO LE FASTENERS FIR WINWWILLcl (HSPS,'LBPS) (TVP.ALL LOCATIONS) U M N CORNER CONNECTION D2 CONNECTION OF RIGDE p1 FOUNDATION DETAIL D1 X- BRACING D3 CONNECTION OF WALL SHEATHING D5 METAL FASTENER SCHEDULE 1 1 o 00 F RAFTER PLATE TO FOUNDATION T WIND N (EXAMPLE) A-3 BEAM (O��ROO E) A-3 (EXAMPLE) A-3 (EXAMPLE) A-3 O OW HEADER A-3 A-3 U o (EXAMPLE) rn ALL STRAPING TO BE H �' \\\ FLITCH PLATE A 4 NN RN � PROV. 2 - 1 3M" X 14" G.P. LAM ; . RIDGE BM. FLITCH PLATE W/3/8"X \\\NE, PROV. STANDING SEAM METAL 1211 H. STL. (CONTINUOUS) ROOF W/ALL CAPPING, FLASHING, REF. TO HOLE PATTERN BELOW. ETC.,(COLOR TO BE DETERMINED) PROV. "WEATHERWATCH" UNDER- LAYMENT ON ENTIRE ROOF. (TYP. PROV. STANDING SEAM METAL ALL ROOF AREAS). ROOF W/ALL CAPPING, FLASHING, ETC.,(COLOR TO BE DETERMINED) PROV. CONT. "AZEK" BEAD BOARD PROV. "WEATHERWATCH" UNDER- SOFFIT W/SCREENED 1" VENT. LAYMENT ON ENTIRE ROOF. (TYP. SPRAY RAFTERS ABOVE W/ BLACK ALL ROOF AREAS). PAINT. (TYPICAL ALL AREAS) W PROV. 5/8"ACPROV. ALT. PRICE FOR INTERNAL Y ^2` Q•P A�<< ACID. PLYWD. SHEATH. U 2 (TYPICAL ALL ROOF AREAS). GUTTER SYSTEM W/ EXPOSED COPPER LEADERS. SYSTEM TO PROV. 2-1 3/4" X 9 1/2" MICROLAM INCLUDE CUSTOM PREFORMED 0 / 2"X 10"C.J.Cal 16"0.c._ LVL (CONTINUOUS) OVER ALL � TOP OF 2ND FL. C.J. LEAD COATED COPPER INSERTS, z } SECOND FL. WINDOWS & DOORS ALL REQUIRED FLASHING 1' UP '�-i'", 7 r %i THE NEW ROOF. INSERT SIZE TO rd 2..X10"C.J.Ca?16"O.C., \ 1 r % //% ! ,. i/ PROV. ALT. PRICE FOR INTERNAL \'/-' i TO BE 6" GUTTER EQUIVALENT. I I I W GUTTER SYSTEM W/ EXPOSED (TYP. ALL ROOF FASCIAS & DECK) W /�� COPPER LEADERS. SYSTEM TO _ Z.,; �,.,,. ;�,, INCLUDE CUSTOM PREFORMED LEAD COATED COPPER INSERTS, TOP OF SECOND FL. Q ALL REQUIRED FLASHING 1' UP MAIN WINDOW THE NEW ROOF. INSERT SIZE TO ' j/� '\%`% TO BE 6" GUTTER EQUIVALENT. ! ' - (TYP. ALL ROOF FASCIAS & DECK) , � CABLE RAIL SYSTEM: REFER DWG. /., g or PROV. CUT 2 X 10" SUB-FASCIAuj ✓iri PROV. 5 4' X 12 ZEK AFASCIA BD. - -3.1(TYPICAL ARTL A DETAI ELEV./SIZE FILL ALL NAIL HOLES AND APPLY 2 I °' � LL LOCATIONS) z COATS "BENJAMIN-MOORE" PAINT 6-9II W OR APP. EQ.(TYP. EXPOSED SIDES) 301-311 / ''�I O TOP OF SECOND FL. PROV. 2-1 3/4" X 11 7/8" MICROLAM LVL CONTINUOUS OVER ALL _71 /1, 0 1 3/4"X 11 7/6"GP LAM JOISTS (CONTINUOUS) -I I / �/ ,r c�16"O.C. FIRST FL. WINDOWS & DOORS1771 j PROV. 1/2"ACID. PLY. SHEATHING TOP OF FIRST FL. (TYPICAL ALL PERIMETERS) MAIN WINDOW %% 2" X 6"WOOD STUDS W 1/2" CDX •;" PLYWOOD SHEATHING. (TYPICAL) / 91 N PROV. 2-1 3/4 X 11 7/8" GP RIM - JOIST. (CONTINUOUS) LVL OVER r .%/; i A BASE. WINDOWS & DOORS 71 % "% j A PROV. DBL. 2" X 6"ACQ. SILL PL. /! i 0/ WITH TERMITE SHIELD FIBROUS INSULATION (TYP. ALL AREAS) -- co TOP OF FIRST FL. - -- - - - -- - - PROV. CULTURED STONE FACADE - - ----- - - - -- - -- - -- ---- - --- - --- STYLE-"DRYSTACK" BY COLORADO STONE OR APP. EQ., COLOR T.B.D. PROV. CONT. BLUESTONE LEDGE PROV. 5/8" DIA. X 10" L. STL. BOLTS 5"X 1 1/4" (SLOPE AWAY FROM THRU SILL PL. OF LIGHT FRAME HOUSE) (TYP. ALL AREAS U.0.N.) 1 0 _ (VARIES) CONST. EMBEDDED INTO CONC. _ @ NO MORE THAN 3'-0" O.C. & V-0" AWAY FROM ALL CORNERS. (TYP. 8" P. CONC. FOUNDATION WALL _ ALL NEW FOUNDATION AREAS) WITH 1'-10"W. X 1'-0" D. P. CONC. s'-o" FOOTING (CONT.) W/W.W.M. IN WALL AND FOOTING. (8' WALL) 36" BELOW FIN. GRADE (TYPICAL) PROV. 3 #5 TIE RODS INTO EXIST. FOUNDATION WALL. (ALIGN) ` PROV. WATCHDOG WATER PROOF. 717 ALONG PERIMETER OF FOUND. WALL BELOW FIN. GRADE. INCL. Lj PARGED JOINT BETWEEN FOUND. WALL AND FOOTING INSULATION NOTES _ EASTSECTION ELEVATION 4" P. CONC. SLAB - HT. TO MATCH SPRAY POLYURETHANE FOAM INSULATION: SOUTH ELEVATION EXIST. PROV. W.W.M. IN SMAB ,r NEW EXTERIOR WALLS: 2"X6"WOOD STUD,R-21 -3"SPRAY FOAM INSUL. GRAVEL TAMPED BASE. INSULATION BY"ROCKET"OR APPROVED EQUAL. NEW ATTIC/ROOF: R-42-6"-7'SPRAY FOAM INSULATION. " 41 INSULATION BY"ROCKET'OR APPROVED EQUAL. CRAWL SPACE: R-21 -3"SPRAY FOAM INSUL. W INSULATION BY"ROCKET"OR APPROVED EQUAL cn cn INTERIOR WALLS: R-21 NON KRAFT PAPER SOUND BATT INSULATION cw- 00 W 2" X 8" BLOCKING ROOF (2) 2" X 4"TOP PLATE TRUSS SHEATING TO WALL STUD Z Z W TOP PLATE. BAND JOIST WALL STUD U WALL FLOOR FRAMING 0 STUD CLIP ANGLE (BOTH SIDES OF uj CONNECTION) MIN. LENGTH = JOIST " _0 WEB DEPTH MINUS 1/2" (3) 2"X 1 0 BOTTOM PLATE �0 DOUBLE WALL STUDS WINDOW CONNECTION OF WINDOW -u- 8 SCREWS (4 PER LEG TOP PLATE HEADER HEADER TO EXTERIOR WALL. TWO- MEMBER FLOOR BAND JOIST SIMPSON LSTA18 STRAP WITH SUPPORT BEAM W 7- 2 "X 10" RAFTER (12) 1 Od FASTENER. cn N PILE TWO- MEMBER FLOOR SUPPORT BEAM (n CONNECTION OF FLOOR FRAMING - 4 RAFTER BRACING MTS12 STRAP TO SUPPORT BEAM. SIMPSON LTS12 CONNECTION OF WALL TO FLR. FIRAMING SCALE: METAL HURRICAN WITH (7) 10d X 1 1/2 FASTENER STRAP WITH (12) 1O X 1 1/2" FASTENER SIMPSON LSTA18 STRAP WITH CONNECTOR TO STUD AND RAFTER. JACK" INTO FLOOR JOIST AND SUPPORT BEAM (12) 10d FASTENER. 1/4"=11 WALL ;STUDS CONNECTION OF BAND JOIST TO SUPPORT DWG. NAME: SHEATING SIMPSON LTP4 STRAP (12) 8d X 1 1/2:" BUILDING SECTION JOIST TO HEADER JOISTD4 CONNECTION OF TOP D6 BIRDSMOUTH CUT D7 CONNECTION OF WALL SHEATHING D8 CONNECTION OF FLOOR FRAMING Dg CONNECTION OF WALL 1 PLAN (EXAMPLE) A-3 WALL PLATE TO WALL STUD. q-3 LOW END OF JOIST ONLY q-3 TO STUDS AROUND WINDOW HEADER A-3 To SUPPORT BEAM. A-3 TO FLOOR FRAMING. q-3 DWG. NO.: (EXAMPLE) (EXAMPLE) (EXAMPLE) (EXAMPLE) A-3 NOTE: CONTRACTOR TO NOTIFY THE OF ANY AND ALL TECT CONDITIONS, CLIENT, AND OR GENEVISIONS DUEOEIRAL D \ 5 CONRUDRAWINGS/SPECIFICATIONS. /N CONTACTORWHICH DIFFER FROM THE W GS/S C ICATIONS. u , z U PROV. 5/4"x 6"TREX COMPOSITE DECKING PROV. 5-PLY SCREWED AND GLUED LAMINATED STX CEDAR 1/2" x 6" O ? c� CABLE RAIL POST BOLT THROUGH RIM BOARD OF OUTER EDGE OF NEW DECK Z (AREA OF INEW RAIL CONSTRUCITON ONLY) 1 Z �1 U a~ PROV. EPDM. WATERPROOF MEMBRANE C7 00 . _ Oz a � RIP 2"x 10"ACID. @ SAME PITCH AS THE FLOOR V.I.F. 00 Z PROV. FINISHED 2"x 10" CEDAR RIM BOARD PROV. DBL. 2"x 10"ACQ. RIM BOARD 1 a PROV. 5/4"x 4"ACQ. SLEEPERS (DO NOT NAIL SLEEPERS INTO EPDM.) PROV. 4 - 6" X 8" DRAIN SCUPPERS U M N a rn PROV. CONT. METAL AND EPDM FLASHING PROV. CONT. 5"ALUMINUM GUTTER p 00 PROV. CONT. COPPER FLASHING UNDER EPDM. WITH LEADER U = ry SECTION A.A. a01 111 \� �� 3 THRU NEW DECK CONSTRUCTION SCALE 1/2" = 1' pq mac\ ��` CAP RAIL: SERIES 400 LOW PROFILE INTERMEDIATE PICKET ATTACHMENT: FASCIA MOUNT STAIR TRANSITIONS: CUTTING CAP RAILS & POSTS \\\ (FOR SUPPORTING CUSTOMER SUPPLIED WOOD CAP RAIL) � �,\\ WOOD CAP DETAIL A 3/4"S0. INTUERMEDIATE PICKET CAP RAILS AND TRANSITION POSTS t/6"0 CUT TO ACCOMODATE CABLES @ 3'O.C. STAIR SLOPE TYPICAL FASTENERS(TYP,)', UY 3/4"0 D,COLORED WASHER SC�p CAP 1/4'k<T MIN S STLR LAG SORENlO(COVEDFIED) DECKING SERIES 400 CAP RAIL WOOD BLOCKING WOOD RIM JOIST Z 2 11 16" WOOD BLOCKING OR DETAILA POST CUT PICKETSECTION J 4" W oW DETAIL "A" DETAIL "B" DETAIL "C" w f-r a- 0 POST ATTACHMENT: FASCIA MOUNT (THROUGH POST) POST: DIIMENSIONS PICKET: DIMENSIONS 0 N 2 3/6"SO ALUMINUM N 0 POST 2 INFORMATION TAKEN FROM: I— nJpnp4"-- I J DECKING CableRailT /Jz " by Feeney 0 WOCOD BLOCKING Feeney Wire Rope & Rigging (n 2603 Union Street FASTENERS((TTyypp)) WOOD Oakland, CA 94607-2423 1S TL.3/16" SHINGCAP HOULDER WASINI4(COVEEE% Phone: 800/888-2418 or 510/893-9473 3/8"A6'MINO SLSTL.LAG BORLT COVERE ) Fax: 510/893-9484, www.cablerail.com POST END CAP DETAIL "D" DETAIL "E" RAILING: HORIZONTAL CABLE INFILL (WITH FOOTRAIL) RAILING: HORIZONTAL CABLE INFILL (WITHOUT FOOTRAIL) MIN. 36" HIGH ALUMINUM FRAME WITH FOOTRAIL MIN. 36" HIGH, ALUMINUM FRAME WITHOUT FOOTRAIL (NOTE: DETAIL SIMILAR FOR 42" HIGH FRAME MAX6 EL 0-r- SPACING POSTS WITH ADDITION OF 2 CABLES (NOTE: NOT AVAILABLE IN 42" HIGH FRAME) ) NOTE: SEE SEPARATE "CAP RAIL" DETAIL NOTE: SEE SEPARATE "CAP RAIL" DETAIL DRAWINGS FOR CAP OPTIONS. DETAIL "A" DRAWINGS FOR CAP OPTIONS. 0 w Z) MAX. 3 IN. O.C. MAX. 3 IN. O.C. SPACING ON MIN. SPACING ON D CABLES. CABLES. 36 IN.MIN. TYPICAL 36 IN. TYPICAL ". Ow 0W0� wfr wCc wc� DETAIL "B" DETAIL "E" D 0: D a: D CO 0`L. ,s i CO L NOTE: SEE SEPARATE "POST ATTACHMENT" ' 1. : '-R _w _w _w DECK/ FLOOR DECK/ FLOOR II /� & PICKET ATTACHMENT DETAIL DRAWINGS NOTE: SEE SEPARATE POST ATTACHMENT DETAIL 0 M co DETAIL "D" SURFACE SURFACEco FOR MOUNTING OPTIONS. DRAWINGS FOR MOUNTING OPTIONS. D o T r U) N r It cV (h q TYP . CABLE RAIL ELEVATION (WITHOUT BOTTOM RAIL) TYP . CABLE RAIL ELEVATION (WITH BOTTOM RAIL) SCALE: 1/4"=1'0" OFFICE SET DWG. NAME: TYP . CABLE RAIL DETAIL 4.9. 13 CABLE RAIL DETAIL/SECTION REFER TO-ELEVATIONS/ PLAN PLAN THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT.NO FOR DIMENSION REVISIONS,CHANGES,AND/OR MODIFICATIONS DWG. NO.: SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. A-3 . 1 NOTE; V) m CONTRACTOR TO NOTIFY THE u OF ANY CONDITIONS,D ALL REVISIONSAND OR G NEIRAL TECT D CONSTRUCT.CONTRACTOR WHICH DIFFER DRAWINGS/SPECIFICTHE \ W ATIONS. VVlV u ` U (,0:) N : z 1 0 00 O � z z00 a U � w � w U M N W , c � [� k - H U � N U \\\\\\\\\\\\ �\\\\\\ gg;� ,p., \\ \ \\ E \. PROV. STANDING SEAM METAL ROOF W/ALL CAPPING, FLASHING, ETC.,(COLOR TO BE DETERMINED) PROV. "WEATHERWATCH" UNDER- PAYMENT ON ENTIRE ROOF. (TYP. ALL ROOF AREAS). W PROV. CONT. "AZEK" BEAD BOARD SOFFIT W/SCREENED 1"VENTING. Y SPRAY RAFTERS ABOVE W/ BLACK PAINT. (TYPICAL ALL AREAS) 0 z } PROV. ALT. PRICE FOR INTERNAL > GUTTER SYSTEM W/ EXPOSED uJ COPPER LEADERS. SYSTEM TO Z INCLUDE CUSTOM PREFORMED LEAD COATED COPPER INSERTS, Q ALL REQUIRED FLASHING V UP THE NEW ROOF. INSERT SIZE TO TOP OF 2ND FL. C.J. TO BE 6" GUTTER EQUIVALENT. (TYP. ALL ROOF FASCIAS & DECK) > cn 777 Lli PROV. STRUCT. FIBERGLASS COL. Z ' ' I PROV.1'-6" DIA. STRUCT. FIBERGLAS W TOP OF SECOND FL. COL. (SPLIT) OVER 4" DIA. STRUCT. --- - -------- --------------------------------- -------- ------------------ dl (STRAIGHT& SPLIT) OVER 8" DIA. STEEL COLUMN. PROV. FIBERGLAS STRUCT. STEEL COLUMN. PROV. _MAIN WINDOW _ _ CUSTOM TOP W/ 10" DIA. TOP COL. W rr CUSTOM TOP W/8" DIA. TOP COL. PAINT 2 COATS BENJAMIN MOORE (n PAINT 2 COATS BENJAMIN MOORS / -- ;: / ? %' i/' / "%';% - ! - / ' ✓ :, : ^-, , is " / / % / ,i/,: i, ,, �- PAINT (TYPICAL ALL AREAS) PAINT (TYPICAL ALL AREAS) \z/- � ;;� ! \\/ / %'" / ""i \� A// /;'/ ;\, ,\;,;,. / % i: / L SYSTEM: REFER DWG. 3B1 FORLE ITYP DETAIL/ ELEV./SIZE6 1-911 O (TYPICAL ALL LOCATIONS r U p",rr." j%.' %>i. /: /,% //'•i ?' . PROV. IPE IRONWOOD DECKING">r / \ \;;% .," 5/4 6"W. (TYPICAL ALL DECKS). /.. / "Ju PROV. ALT. PRICE FOR INTERNAL TOP OF SECOND FL. 'I I / /,"" "/r// /, "/// // / GUTTER SYSTEM W/ EXPOSED / / COPPER LEADERS. SYSTEM TO N -� 30-3 1 �/; \. INCLUDE CUSTOM PREFORMED LEAD COATED COPPER INSERTS, O ALL REQUIRED FLASHING 1' UP 'i. /, 'i ,i /r "% .,�, 2;58,/, ,iLl:°<`-r //o,; '/, /-/' /�" ,> .///" %/E1" it � �, 'E1 /.i/ Ei� %� ;/ ;� ; Ei / F. INSERT SIZE TO I- / i TOP OF FIRST FL. r r \i , ,., ,,.:' r ., � � /., r' .,i%'� r %",' ' / it / /` ,//%�/_-� TO BE 6 GUTTER EQUIVALENT. _MAIN WINDOW O/ (TYP ALL ROOF FA D r . ! \/" PROV. NICHIHA ARCHITECTURAL 9 \ ARCHITE T i" BLOCK SERIES PANELS. TYPICAL rr NEL r /" / SIZES:r �" E . 1 r" 'i.' /'� r S' 6 i X 6 0 L. R �%/ /r APP. EQUAL. SPACING GROOVES lilir T.B.D. IN FIELD. PROV. SYSTEM i - FLASHING VERTICAL/HORIZONTAL \ r ✓ ' / %.i"'' , ; r " / a/i; COLOR � i- ,. �" o /" %"_/.. T.B.D. (TYP. ALL NOTED) %, tL Vo �44�� TOP OF FIRST FL. ---- rt-_---`-- - ^----- ---- -- -- PROV. CULTURED STONE FACADE STYLE-"DRYSTACK" BY COLORADO ---- STONE1------- _ _ _ _ - ---------- - APP. EQ., COLOR T.B.D. PROV. COO B.D NT BLUESTONE LEDGE A - _ -- - - - _ 5 X 1 1/4 (SLOPE AWAY FROM HOUSE) (TYP. ALL AREAS U.O.N.) (VARIES) - I - F- F 7`7 ROV. "NICHIHA" BOARD CEDAR I - - 1I I I I I LAP SIDING 6" EXP., COLOR T.B.D). I (TYPICAL ALL LOCATIONS) t I I I I I I L I -� 71-� F---1 I RIP 2" X 6"ACO. F.J. 1/8" PER FT. L--J j j SLOPE W/ 3/4"ACQ. PLYWOOD. _ ____________ I_ ________________ I PROV. EPDM RUBBER ROOFING - ,--------------------------------------- L� ---------------------- ------------------------------------------ - ----------------------------------------------------------�-L� PROV. 3/4" X 4"A.C.Q. SLEEPERS I DO NOT NAIL SLEEPERS TO EPDM W L--'-------------------------------------- -- --------------------------------------------- --L-- ---------------------------------------------- - D SOUTH E LEVATI O N 0 m ow � CQ LL co � N SCALE: 1/4"=1 1011 OFFICE SET DWG. NAME: 3'3' 13 PROPOSED SOUTH ELEVATION THESE DRAWINGS AS INSTRUMENIfS OF SERVICE, ARE THE SOLE PROPERTY OF THE,ARCHITECT. NO REVISIONS,CHANGES,AND/OR MODIFICATIONS DWG. NO.: SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. A-4 NOTE: CONTRACTOR TO NOTIFY THE ARCHITECT U OF ANY AND ALL REVISIONS DUE CONDITIONS, CLIENT,AND OR G NOERAL FIELD CONTRACTOR WHICH DIFFER FROM THEW CONSTRUCT, DRAWINGS/SPECIFICATIONS. u v� � z � o " N \ O U 0 N O z 3 � zN � a 17 a, Zo � u \ � w W \ U lcq Hu 0N t � a o gpgp\�\ g 'm,m 'al ��� \�\\\ m W PROV. STANDING SEAM METAL ( 1 ROOF W/ALL CAPPING, FLASHING, v ETC.,(COLOR TO BE DETERMINED) PROV. W O EATHERWATCH UNDER- 0 LAYMENT ON ENTIRE ROOF. Cn'P. ALL ROOF AREAS). z W Lli z O TOP OF 2ND FL. C.J. 1 ' i' /< // ? �•/ IP 2" X 6"ACQ. F.J. 1/8" PER FTP n I LOPE W/ 3/4"ACU. PLYWOOD. Z W ROV. EPDM RUBBER ROOFING TOP OF SECOND FL. ROV. 3/4"X 4"A.C.Q. SLEEPERS (� O NOT NAIL SLEEPERS TO EPDM Lu MAIN WINDOW % j PROV. STANDING SEAM METAL ROOF W/ALL CAPPING, FLASHING, ETC.,(COLOR TO BE DETERMINED) i / /" ii r .--` %i PROV. WEATHERWATCH UNDER- 9 LAYMENT ON ENTIRE ROOF. (TYP. 6'-9" /'; '' ° ' /% % i/ ALL ROOF AREAS). i PROV. STRUCT. FIBERGLASS COL. N 33' TOP OF SECOND FL. (STRAIGHT &SPLIT) OVER 8" DIA. Q STRUCT. STEEL COLUMN. PROV.CUST _I PAINTO2 COATS BENJAMIN M ORE Q PAINT (TYPICAL ALL AREAS) TOP OF FIRST FL. F11 MAIN WINDOW i/% r 'i z -' / „ i.,i% �, o: / ,i j�;j.. •" % PROV. "NICHIHA" BOARD CEDAR � %%:, ,/ / / ;> LAP SIDING /r s/ri�; i'.;.' %j /. /, ir' ,j,% %' (TYPICAL 6 EXP. COLOR T.B.D. 9ell" i' ICAL ALL LOCATIONS) / AL), / /r 10, / / PROV. CULTURED STONE FACADE kell F F /'/ STYLE-"DRYSTACK" BY COLORADO STONE OR APP. EQ., COLOR T.B.D. PROV. CONT. BLUESTONE LEDGE TOP OF FIRST FL. _ - 5" X 1 1/4" (SLOPE AWAY FROM jj% %i"�/ j /: ---- ---- ---- ----- T----- - ---- ----------- ------- -- HOUSE) (TYP. ALL AREAS U.O.N.) ------- ---- 51-21' __ - _ 5-2 - - I _ _ I —T - _ I� (VARIES) _ r I - _ PROV. NICHIHA ARCHITECTURAL I I I I I I L J I I LOCK SERIES PANELS. TYPICAL I I I - - -- ANEL SIZES: 1 -6 X 6-0 L. OR I I I i I �PP. EQUAL. SPACING GROOV ES I I I I T.B.D. IN FIELD. PROV. SYSTEM" :! LASHING VERTICAL/HORIZONITAL OLOR T.B.D. (TYP. ALL NOTED) I I I !I I I I I I I I I I I I II I I I I I I I I --- -I_ -I -----------------------------------------I ------------------------- -------------- ------------------------------------------ ---------- ------- 1-1--------------------------- u-_j ------------ ------------ L—� --------------------------------------- L�--------------------------------------T� —! D r I T 7 T T T T——————————————————————— -T I I I Lu ---------------- --- -------------1----L-------------1---L--------------------------------------------------------------- L--_J D co co NORTH E,LEVATI O N 0 m - .- Z W Lu wIr D cc U)LL 17,4 U) N SCALE: 1/41'=1'O" OFFICE SET DWG. NAME: 3.3. 13 PROPOSED EAST ELEVATION THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT.NO REVISIONS,CHANGES,AND/OR MODIFICATIONS DWG. NO.: SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. A-4 . 1 CONTRACTOR TO NOTIFY THE ARCHITECT 11 U OF ANY AND ALL REVISIONS DUE TO FIELD — CONDITIONS, CLIENT,AND OR GENERAL CONTRACTOR WHICH DIFFER THE CONSTRUCT. DRAWINGS/SPECIFIOCATIONS. ^ z C/)1z to u �i\ U C4 1 O U x O z at z � cl P. "o m � W � w M N 0 00 = N j U p ,! wo`\ momma �.� �\\ �\ NO,ENM PROV. CUSTOM "AZEK" LOUVER PROV. CUSTOM "AZEK" LOUVER AR ALL ROOF GABLE ENDS. AR ALL ROOF GABLE ENDS. (TYPICAL ALL AREAS) (TYPICAL ALL AREAS) PROV. CUSTOM STAINLESS STEEL 10, RAIN CAP OVER INSULATED S/S W CHIMNEY. (VERIFY HT. IN FIELD) PROV. CUSTOM STAINLESS STEEL ( 1 2-0" SUPPORT BRACKET. V MIN. PROV. SYSTEM FLASHING CONE O PROV. STANDING SEAM METAL } ROOF W/ALL CAPPING, FLASHING, z ETC.,(COLOR TO BE DETERMINED) PROV. STANDING SEAM METAL .� PROV. "WEATHERWATCH" UNDER- UJ LAYMENT ON ENTIRE ROOF. (TYP. ROOF W/ALL CAPPING, FLASHING, ALL ROOF AREAS). z ETC.,(COLOR TO BE DETERMINED) PROV. "WEATHERWATCH" UNDER- Q LAYMENT ON ENTIRE ROOF. (TYP. ALL ROOF AREAS). TOP OF 2ND FL. C.J. __ ----------- TOP OF 2ND FL. C.J. PROV. ALT. PRICE FOR INTERNAL %�' ,%/ / ;% PROV. ALT. PRICE FOR INTERNAL W r GUTTER SYSTEM W/ EXPOSED GUTTER SYSTEM W/ EXPOSED COPPER LEADERS. SYSTEM TO Z Lli COPPER LEADERS. SYSTEM TO Vii" D2 INCLUDE CUSTOM PREFORMED TOP OF SECOND FL. �J / , rA A %�; % " . '% ,', . INCLUDE CUSTOM PREFORMED =------------= LEAD COATED COPPER INSERTS, uJ L LEAD COATED COPPER INSERTS, TOP OF SECOND FL. L� _MAIN WINDOW — _ ______ - __ ALL REQUIRED FLASHING 1 UP _� — . _ ALL REQUIRED FLASHING 1' UP _ _ MAIN WINDOW / p, -' THE NEW ROOF. INSERT SIZE TO / THE NEW ROOF. INSERT SIZE TO n %."�' ,%/' % F TO BE 6" GUTTER EQUIVALENT. �' _ 4 �r ' /, /i ., , '- i ,, i' / -' i �/� , TO BE 6 GUTTER EQUIVALENT. O '°/ % ;////c %/// (TYP. ALL ROOF FASCIAS & DECK) , /-, ' '%; %; / >.- (TYP. ALL ROOF FASCIAS & DECK) /% / ox j,/„ CABLE RAIL SYSTEM: REFER DWG. !, i./ is /21 / - % ' A-3.1 FOR TYP. DETAIL/ ELEV,/SIZE 6'-9" // / v rl'q (TYPICAL ALL LOCATIONS) 6�'-9° III a. /,' --- --- - -- ----- -- - ;% % PROV. "NICHIHA" BOARD CEDAR r � "AZEK" LAP SIDING 6" EXPCOLOR T.B.D.PROV. CONT, RAISED FACE I / " r / % / (TYPICAL ALL LOCATIONS 12 W. X 3/4" THK., PACKED OUT W/ � / / �/ ,/,, � (TY ) rig , 2 BAND OVER. FILL HOLES AND TOP OF SECOND FL. PAINT W/ BENJAMIN MOORE FIN. TOP OF SECOND FL. ---- — Q (TWO COATS) (ALL DECK EDGES). I \1 777 301-311 1 ' % " %` �% 30-3 1 ,;,r. '., %, , / L PROV. STRUCT. FIBERGLASS COL. (STRAIGHT&SPLIT) OVER 8" DIA. / %-. i..';% ';,;r% Ff ;: ,/ a %'/ </ / % STRUCT. STEEL COLUMN. PROV.TOP OF FIRST FL. /.i,.;" E1 // i_. /',;. Fi ' i/,,. /ii.%`.ii F1 TOP OF FIRST FL,/, ; " . // ///, `"r /- / CUSTOM TOP W/ 10 DIA. TOP COL. /- _rMAIN WINDOW — _ .. o I _MAIN WINDOW — — — 22'-z° PAINT 2 COATS BENJAMIN MOORS ;//o / r" /% _ ;° ;/r ,-/, V.I.F. PAINT (TYPICAL ALL AREAS) O /" 'i/ t 'i / j/ „j,j / /�/j / ,�� ;:' ,;i���- � :%' i' ,' V� / ,i- / CABLE RAIL SYSTEM: REFER DWG. PROV. NICHIHA ARCHITECTURAL / „_ %,//%„-; %a';. /., �% r 9 3.1 FOR TYP. DETAIL/ ELEV./SIZE //' / / r ii , /, , , /�d�r / / BLOCK SERIES PANELS. TYPICAL / (TYPICAL ALL LOCATIONS) /. i PANEL SIZES: 1 -6 X 6-0 L. OR "j ,, ,i %., // /'/:. ;, %' APP. EQUAL. SPACING GROOVES / !' //v%' % % % ;.; � ii % ,/,i' %":; % T,B.D. IN FIELD. PROV. SYSTEM 7' % %moi; /'/�/, FLASHING VERTICAL/HORIZONTAL All COLOR T.B.D. (TYP. ALL NOTED) ' PROV. CULTURED STONE FACADE STONE OR APP. EQ., COLOR T.B.D. � F G STYLE-"DRYSTACK" BY COLORADO PROV. PROV. CONT. BLUESTONE LEDGE STYLE CULTURED STONE FACADE TOP OF FIRST FL. 5" X 1 1/4” (SLOPE AWAY' FROM TOP OF FIRST FL. -- - ---- -- STYLE-"DRYSTACK" BY COLORADO ! r %, STONE OR APP, EQ., COLOR T.B.D. 1 I ' ' 'r HOUSE) (TYP. ALL AREAS U.O.N.) 1 PROV. CONT. BLUESTONE LEDGE - %" ' 5"X 1 1/4"(LOPE AWAY FROM --- - - - �' _ HOUSE) P. ALL AREAS U.0.N.) - - 1 - 14 �- `,' PROV. CONT. "AZEK" RAISED FACE (VARIES) NARIS ) 12"W. X 3/4" THK., PACKED OUT W/ -_ '` 2'-6" W. X 2'-6"W. X V-0" D. P.CONC. 2" BAND OVER. FILL HOLES AND -------------- 7 _ _ FOOTING W/ V-6" DIA. P. CONC. PAINT W/BENJAMIN MOORE FIN. "SONOTUBE" FORM TO 3"ABOVE PROV;. "NICHIHA"ARCHITECTURAL t (TWO COATS) (ALL DECK EDGES). — - - FINISH GRADE. (SIM BOTH AREAS) BLOCK SERIES PANELS. TYPICAL II PANEIL SIZES: V-6" X 6-0" L. OR I APP. EQUAL. SPACING GROOVES II i F-- T.B.D.. IN FIELD. PROV. SYSTEM �'- L_� l FLASHING VERTICAL/HORIZONTAL L_ II I I I I I I I I COLO>R T.B.D. (TYP. ALL NOTED) I I I I I I I I I I I I I I I I I I I I II I I I I ------------------I— ------------------------------------ ----- I—II ---- --------------I ----------------------------------I L --------- _ ------------------------- ---- LJ --- L--� 1 --- LSI -----------------7L—j7 J F-1— r r— r T —r i— � r— T T T ———————————————————————————————'T 1 O I I I I I I I I I I Lu L--J L----J L_—J LJ L..J L—_J D 0 EAST ELEVATION WEST ELEVATION- TRUE LEVATIONTRUE ELEVATION m Z W J 0 Lu I l It �0 �, to LL D c SCALE: 1/4"=1 1011 OFFICES T DWG. NAME: 3.3 . 1 3 PROPOSED NORTH ELEVATION THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT.NO REVISIONS,CHANGES,AND/OR MODIFICATIONS DWG. NO.: SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. A-4 . 2 PERSPECTIVE BUILDING ENVELOPE REQUIREMENTSNOTE: w GENERAL NOTES (WINDOW AREA 30% OF GROSS EXTERIOR WALL AREA) CLIMATE AND GEOGRAPHIC DESIGN CRITERIA CONTRACTOR TO NOTIFY THE OF ANY AND ALL REVISIONS DUE TOIFIELD 5 CONDITIONS, CLIENT,AND OR GENERAL MAXIMUM MAXIMUM TABLE 301.2 (RESIDENTIAL CODE OF NEW YORK) CONTRACTOR WHICH DIFFER FROM THE W 1 FAMILY DETACHED DWELLING HEATING CONSTRUCT. DRAWINGS/SPECIFICATIONS. ZONE 116 ' DAYS GLAZING CEILING EXTERIOR WALL FLOOR BASEMENT WALL SLAB PERIMETER CRAWL SPACE GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM 1'2 WINTER ICE SHIELD FLOOD 0 ? z U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE & DEPTH WALL R-VALUE SNOW DESIGN DESIGN UNDERLAY. HAZARD HEATING DAYS = 5750 LOAD CATEGORY FROST LINE TEMP. REQUIRED ZONE 11 B SPEED (MPH) WEATHERING DEPTH TERMITE DECAY U COINCIDENT WET-BULB TEMP. 73 5750 0.45 R-38 R-21 R-30 R-10 R-9,2 FT R-38 N O SUMMER DESIGN DRY-BULB TEMP. _ 83 LOAD BEARING cn ,n VALUE OF MAP#36103C166 G ` z WINTER DESIGN DRY-BULB TEMP. = 6 EXPOSURE SOIL 3,000 PSF MODERATE SLIGHTLY TO ZONE 11 B O HEAVY MODERATE 45 PSF CATEGORY"B" "B" "SEVERE" 12" FOOTINGS = 11' YES EFFECTIVE DATE: o GLAZING "U" FACTOR = 0.45 USE-16" a z CEILING "R"VALUE = 0.45 3 CLIMATE-SPECIFIC REQUIRED & PROPOSED 120 MPH MAY 4TH 1998 � ? >-, 00 z � EXTERIOR WALL R VALUE = 0.45 Q N PROPOSED MINIMUM NOTES: FLOOR "R" VALUE = 0.45 DESCRIPTION R-VALUE R-VALUE \ a M 8" P.CONC. FNDN. WALL ON TOP OF DESIGN CRITERIA ) x TOTAL EXTERIOR WALL SQ.FT. = 5,548 SQ.FT. WALL TYPE 1 10 P.CONC. 9 H. R - 10 R - 10 A CONT. FOOTING. 1609 . 6 . 2 . 1 ( v WALL TYPE 2 2"X6"W.D.STUD R - 21 R - 21 2" X 6"WOOD STUD WALL WITH 1/2 CDX PLY WD. ? � c, TOTAL WINDOW SQ.FT. 607 SQ.FT. umc,4 TOTAL DOOR GLASS AREA = 300 SQ.FT. WALL TYPE 3 2"X4"W.D.STUD R - 15 R - 15 2" X 4"WOOD STUD WALL WITH 1/2" GYP. BD. MAIN WINIDFORCE-RESISTING SYSTEM WIND LOADS FOR A BUILDING WITH ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE Ba o 00 FENESTRATION AREA = 907/5,548 X 100 = 16.4 WWRROOF TYPE 2"X 12" DOUG FIR R - 38 R - 38 AF TIMBERLINE LIFETIME ROOF SHINGLE. HORIZONTAL LOADS VERTICAL LOADS U - c'? WIND LOAD ROOF U TOTAL SQ.FT. AREA = 4„946 SQ.FT. VELOCITY DIRECTION ANGLE a a FLOOR TYPE 1 3/4 X 11 7/8 R - 21 R - 21 1 3/4 X 11 7/8 TGI PRO. 550 F.J. @ 16 O.C. END ZONE INTERIOR ZONE END ZONE INTERIOR ZONE WINDWARD OVERHANG CEILING TYPE 1 3/4" X 11 7/8" R- 21 N/R 1 3/4" X 11 7/8"TGI PRO. 550 F.J. @ 16" O.C. MINIMUM EQUIPMENT PERFORMANCE WINDWARD LEEWARD WINDWARD LEEWARD END INTERIOR SLAB 4" P.CONC. R - 9,2 R - 9,2 4" P.CONC.SLAB ON COMP. FILL WALL ROOF WALL ROOF ROOF ROOF ROOF ROOF ZONE ZONE W/W.W.M. 6 X 6 REINF. TRANSVERSE 30'<ANGLE < 45' 25.7 17.6 20.4 14.0 1 9.9 -15.6 8.6 -13.4 -11.6 -13.0 \\\ EQUIPMENT CATEGORY EQUIPMENT (CATEGORY MINIMUM 120 -T PERFORMANCE 23.7 ALL ANGLES 22.8 -11.9 15.1 -7.0 -27.4 -15.6 -19.1 -12.1 -41.1 -32.7 NAILING SCHEDULE �\ \ OIL-FIRED STEAM AND DOE 10 CFR PART 430 21- \\\\\\\\ \\\� ° b,d S.F. OF AREA HOT WATER BOILERS SUBPART B, APPENDIX N. AFUE 80% < 300,000 BTU/H. PRESCRIPTIVE DESIGN TABLE 3.1 AMERICAN FOREST & PAPER ASSOCIATION \ \ �`� ,N R-3 SINGLE FAMILY RESIDENCE INTERIOR ENVIRONMENT � �1 lam` CONNECTION FASTENING SPACING NO. COMMON OCCUPANCY & HT. CLASSIFICATIONS SECTION 1202.4. 1 & 1204. 1 GENERAL FLOOR P LAN NOTES 1 RAFTER TO TOP PLATE (TOE-NAILED)@16" O.C. 3 8d PER RAFTER MINIMUM MINIMUM REQ'D. PROPOSED SQ.FT. OF NET GLAZED OPENABLE 2 CEILING JOIST TO TOP PLATE (TOE-NAILED) 38d PER JOIST USE REQUIRED PROPOSED SLOPE HT./ SLOPE HT./ USE AREA LITE/SQ.FT. AREA% VENT/SQ.FT. AREA% FURRED HT. FURRED HT. 1. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALE DRAWINGS (DO NOT 6 BLOCKING TO RAFTER (TOE-NAILED) 2-8D EACH END 1 ST. FLOOR 1 ST. FLOOR SCALE DRAWINGS). 7 RIM BOARD TO RAFTER (END-NAILED) 2-16D EACH END KITCHEN 70 SQ.FT. 417 SQ.FT. 6'-8" 7'-6" N/R 101_011 KITCHEN 70 SQ.FT. 141 SQ.FT. 34% 62 SQ.FT. 15% 2. ALL INTERIOR WALLS TO BE COVERED WITH 1/2" GYPSUM BOARD WITH 8 TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16D PER FOOT METAL CORNER REINFORCING. TAPE, FLOAT, AND SAND (3-COATS). DINING RM. 70 SQ.FT, 293 SQ.FT. 6-8" 7'-6" N/R 101_011 DINING RM. 70 SQ.FT. 189 SQ.FT. 23% 176 SQ.FT. 21% 3. WALLS COMMON TO GARAGE AND HOUSE TO HAVE A LAYER OF 5/8", 9 TOP PLATE AT INTERSECTIONS (FACE-NAILED) 4-16D JOINTS-EACH SIDE ( 1 GREAT RM. 70 SQ.FT. 542 SQ.FT. 6'-8" 7'-6" N/R 101_011 GREAT RM. 70 SQ.FT. V FIRE RATED GYPSUM BOARD AT GARAGE SIDE WITH 5'-0" RETURN ON 10 STUD TO STUD (FACE-NAILED) 2-16D 24" O.C. 0 ADJACENT WALLS &CEILING. MANUFACTURED LUMBER REQ. 2 LAYERS BATH #1 30 SQ.FT, 35 SQ.FT. 6'-8" 7'-6" N/R 101_01, BATH #1 30 SQ.FT. 9 SQ.FT. 26% 4.5 SQ.FT. 13% OF 5/8" FIRE RATED GYPSUM BOARD 11 HEADER TO HEADER (FACE-NAILED) 16D 16" O.C. ALONG EDGES LAUNDRY RM. 70 SQ.FT. 128 SQ.FT. 6'-8" 7'-6" N/R 101_011 LAUNDRY RM. 70 SQ.FT. 25 SQ.FT. 20% 30 SQ.FT. 23.5% 4. ALL BATH/TOILET AREA WALLS AND CLG. ADJ. TO WET AREAS TO HAVE 12 TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16D PER 2 X 4 STUD 3 WATER RESISTANT GYP. BD., OR WALL TILE SET ON CONC. BD. OR APP. EQ. FOYER N/R 121 SQ.FT. 6-8" 7'-6" N/R 101_011 FOYER N/R 17 SQ.FT. 14% 21 SQ.FT. 14% I I I W 13 BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST BATH #2 30 SQ.FT. 37 SQ.FT. 5' 7'-6" N/R 10_011 BATH #2 30 SQ.FT. 6 SQ.FT. 16% 3 SQ.FT. 8% W z GENERAL FRAMING NOTES OR BLOCKING (FACE-NAILED) 2-16D PER FOOT ° ° Q STORAGE N/R 36SQ.FT. 6-8 7-6 N/R 10.0 STORAGE N/R 10 SQ.FT. 28/° 5SO.FT. 14/° 14 JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-16D PER JOIST BATH #3 30 SQ.FT. 68 SQ.FT. 5' 7'-6" N/R 101_011 BATH #3 30 SQ.FT. 10 SQ.FT. 15% 5 SQ.FT. 7.5% � 1. ALL WALLS, 2"X4"AND 2"X6", TO BE STUD GRADE OF BETTER 16" O.C., 15 BRIDGING TO JOIST (TOE-NAILED) 2-8D EACH END STUDY 50 SQ.FT. 471 SQ.FT. 6'-8" 7'-6" N/R 101_01, STUDY 50 SQ.FT. 130 SQ.FT. 28% 91 SQ.FT. 19% ALL OTHER FRAMING MATERIAL TO BE #2' DOUGLAS FIR OR BETTER. 16 BRIDGING TO JOIST (TOE-NAILED) 2-80 EACH END 2. ALL WOOD FRAMING IN CONTRACT WITH CONCRETE OR MASONRY 2ND FLOOR 2ND FLOOR W 17 BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16D EACH BLOCK Z TO BE PRESSURE TREATED. I M. BEDROOM 70 SQ.FT. 328 SQ.FT. 6-8" T-6" N/R 91-0, M. BEDROOM 70 SQ.FT. 107 SQ.FT. 33% 73 SQ.FT. 23% Q W 3. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL WALLS PARALLEL TO FLR. 18 LEDGER STRIP TO BEAM (FACE-NAILED) 3-16D EACH JOIST BEDROOM #1 70 SQ.FT. 223 SQ.FT. 5' 7'-6" N/R 91_01, BEDROOM #1 70 SQ.FT. 33 SQ.FT. 15% 17 SQ.FT. 8% W JOIST SPAN DIRECTION UNLESS OTHERWISE SPECIFIED. 19 JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8D PER JOIST U) BEDROOM #2 70 SQ.FT. 245 SQ.FT. 6-8" 7'-6" N/R 9._01. BEDROOM #2 70 SQ.FT. 33 SQ.FT. 14% 17 SQ.FT. 7% 4. PROVIDE X-BRACING OR SOLID BLOCKING AT A MAXIMUM OF 8'-0" O.C. 20BAND JOISTS TO JOIST (END-NAILED) 3-16D PER JOIST FOR ALL DIMENSIONAL LUMBER FLOOR JOISTS. M. BATH 30 SQ.FT. 172 SQ.FT. 5' 7'-6" N/R 91_01. M. BATH 30 SQ.FT. 40 SOFT, 23% 20 SQ.FT. 12% 0- 5. FLOOR CONSTRUCTION: 3/4" T. &G. PLYWOOD SUBFLOOR. FINISHED 21 BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16D PER FOOT O M. CLOSET 1 N/R 42 SQ.FT. 5' 7'-6" N/R 91_01, M. CLOSET 1 N/R 5 SQ.FT. 12% 2 SQ.FT. 5% MATERIAL TO BE APPLIED OVER SUBFLOOR. GLUE AND SCREW PLYWOOD 23 DIAGONAL BOARD SHEATHING TO FLOOR JOISTS. M. CLOSET 2 N/R 42 SQ.FT. 6'-8" 7'-6" N/R g_p M. CLOSET 2 N/R 5 SQ.FT. 12% 2 SQ.FT. 5% 0 6. ALL WINDOW AND DR. HDRS. TO BE MIPV. (2) 2"X10" UNLESS OTHERWISE 1"X 6" OR 1" X 8" 2-8D PER SUPPORT SPECIFIED. ALL INT. HDRS. TO BE (2) 2"X10" UNLESS OTHERWISE HALL/FOYER N/R 312 SQ.FT. N/R N/R N/R 91-0HALL/FOYER N/R 45 SQ. FT. 14% 23 SQ. FT. 7% I SPECIFIED, 1"X 10" OR WIDER 3-8D PER SUPPORT I v BATH #5 30 SQ.FT. 73 SQ.FT. 5' 7'-6" N/R g�_p�� BATH #5 30 SQ.FT. 15 SQ.FT. 16% 7 SQ.FT. 8% 7. PROVIDE FULL SOLID BLOCKING UNDER ALL BEARING WALLS. 24 GYPSUM WALLBOARD 5D COOLERS 7" EDGE/ 10" FIELD LINEN CLOSE N/R 22 SQ.FT. 5' 7'-6" N/R 91_011 LINEN CLOSE N/R 5 SQ.FT. 23% 2 SQ.FT. 9% N 8. ALL BMS. TO HAVE ADEQUATE BEARING AT EACH END OR AS SPECIFIED. 26 FIBERBOARD PANELS O 9. ALL FLUSH BM. AND JOIST INTERSECTIONS TO HAVE GALVANIZED HGRS. BATH #4 N/R 52 SQ.FT. 6'-8" 7'-6" N/R 91_0.1 BATH #4 N/R 20 SQ. FT. 38% 10 SQ. FT. 19% 7/16" 6D 3" EDGE/6" FIELD I 10. TYPICAL EXTERIOR WALLS AND ROOF TO BE SHEATHED WITH 1/2" EXT. GUEST BED. 70 SQ. FT. 287 SQ.FT. N/R N/R N/R 91_011 GUEST BED. 70 SQ. FT. 86 SQ.FT. 30% 62 SQ.FT. 22% (- GRADE PLYWOOD. PLYWOOD TO SPAN OVER ALL PLATES AND HEADERS. 25/32" 8D 3" EDGE/6" FIELD D 11. PROVIDE INSULATION BAFFLES AT EA\✓E VENTS BETWEEN RAFTER. 27 GYPSUM WALLBOARD 5D COOLERS 7" EDGE/ 10" FIELD 0 FLOORS, WALLS, AND CEILINGS FLOORS AND FOUNDATIONS GENERAL ELEVATION NOTES 30 DIAGONAL BOARD SHEATHING OVER OUTSIDE AIR. INSULATION INSUL. INSUL. R U-FACTOR OR AREA OR 1"X 6" OR 1" X 8" 2-8D PER SUPPORT DESCRIPTION U - FACTOR X AREA = UA DESCRIPTION = UA R-VALUE DEPTH FACTOR R-FACTOR X PERIMETER 1. EXT. FLASHING TO BE CORRECTLY INSTALLED AT ALL CONNECTIONS 1"X 10" OR WIDER 3-8D PER SUPPORT CEILING R-38 0.31 2,176 SQ.FT. 674 BASEMENT WALL 2-0" R-1 O 0.56 2,084 S0.FT. 1,167 BETWEEN ROOFS, WALLS, CHIMNEYS, PROJECTIONS, AND PENETRATIONS AS REQUIRED BY APPROVED CONSTRUCTION PRACTICES. 31 STRUCTURAL PANELS TRUSS/RAFTER TO TOP PLATE INTERIOR FLOOR R-38 0.31 2,450 SQ.FT. 760 CRAWL SPACE 2-0" R-19 0.56 -- N/A 2. GENERAL CONTRACTOR TO PROVIDE ADEQUATE ATTIC VENTILATION & 1"OR LESS 8D 6" EDGE/ 12" FIELD (RPS4) ROOF VENTS. EXTERIOR WALLS R-21 0.31 5,548 SQ.FT. 1,714 UNHEATED SLAB 4" R-4.5 N/A 2.377 SOFT. N/A 3. PROVIDE APPROPRIATE SOFFIT VENTILATION AT OVERHANGS. I GREATER THAN 1" 10D 6" EDGE/6" FIELD TOTAL AREA 13,354 SQ.FT. TOTAL PROPOSED"UA" 1,167 32 DIAGONAL BOARD SHEATHING TRUSS BRACING (MTS 12) GENERAL PLUMBING NOTES 1"X6" OR1"X8" 2-8D PER SUPPORT 1"X10" OR WIDER 3-8D PER SUPPORT WALLS, WINDOWS, AND DOORS DESIGN CRITERIA 1. PLUMBING SUBCONTRACTOR TO BE RESPONSIBLE FOR COMPLIANCE W/ INSULATION REF. TABLE R301 .2(2) ALL APPLICABLE CODE AND SAFETY REQUIREMENTS. DESCRIPTION U - FACTOR X AREA = UA 'NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON-CENTER AT THE PANELEDGE. R-VALUE 2. IF WALL PLATES OR JOISTS ARE CUT DURING THE INSTALLATION OF IF WALL SHEATHING IS NAILED 3" ON-CENTER AT EHT PANEL EDGE AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) PLUMBING FIXTURES OR EQUIPMENT, PROVIDE BRACING TO THE FRAMING TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURE MEMERS SHALL BE WALL R-21 Uo=0.14 4337 SQ.FT. 774 WOOD FRAME CONSTRUCTION PER ALL APPLICABLE CODES. DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, WINDOW R= .3/SQ.FT. 0.35 712 SQ.FT. 250 ZONE ROOF > 30'-40' X 1.53 ROOF > 30'-40' X 1.53 WIND SPEED SHALL BE USED TO MAINTAIN THE LOAD PATH. 2 WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF DOOR N/A 0.35 481 SQ.FT. 168 3 23.7 36.3 -30.3 -46.4 120 M/I/HR GENERAL HVAC SYSTEM NOTES NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. \--STUD TO STUD (CS16) TOTAL AREA 5530 SQ.FT. j W D 1. MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL 10d NAILS OR STUD TO BAND JOIST APPLICABLE CODES AND SAFETY REQUIREMENTS. 16d SINKERS { (CS16) 3" O.C. VERTICAL 2. HVAC SUBCONTRACTOR TO FULLY COORDINATE ALL SYSTEM DATA AND TABLE4" O.C. HORIZONTAL HEADER ANCHORAGE REQUIREMENTS WITH THE EQUIPMENT SUPPLIER. REFER TO A.1 WINDOW& DOOR SCHEDULES FOR PANEL LOCATIONS. (LSTA18) 3. HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING 1 1/2" #8 WOOD SCREWS STRONG-WALL WALL STUD � & SUBMIT IT TO GENERAL CONTRACTOR, OWNER, AND EQUIPMENT 12 12 16 SHEARWALL SUPPLIER FOR FINAL REVIEW.AND APPROVAL. 6-0" < PANEL 6-0" < PANEL 2'-0" < PANEL (TYPICAL AT m SPAN SPAN < 8'-0" SPAN < 6'-O" EACH CORNER) WALL STUD \ Z EMERGENCY ESCAPE/RESCUE OPENINGS ALTERNATIVE FOR OPNG . PROTECTION `� &W`- W PROV. 11 7/8" BOX BEAM ' "` J WOOD STRUCTURAL PANELSWITH A MINIMUM THICKNESS OF 7/16" SECT. R3110 a S LL PLATE TO j F, �" w PRE-ATTACHED / .� . AND MAXIMUM PANEL SPAN OF 8-0 PHD6 WITH ^"`` 0- F UNDATION f BOTTOM PLATE rJ F- 12)) SDS 1/4 X 3 . 9 >> 1. MINIMUM OF ONE EMERGENCY ESCAPIE AND RESCUE OPENING SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND FASTENERS < 1' ^ <a USING USP BEARINGY. w W REQUIRED IN EVERY SLEEPING ROOM. TWO STORY BUILDINGS. PANELS PLATE FASTENERS BAND JOIST W t 2. OPENING SILL HEIGHT TO BE A MNIMUIM OF 44 INCHES ABOVE FLOOR. SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH (HBPS/LBPS) D ATTACHMENT HARDWARE PROVIDED. ` t' 00 SILL PLATE TO �� " LO 3. NET CLEAR OPENING SIZE TO BE A MINIUMUM OF 5.7 SQUARE FEET. FOUNDATION TWO- MEMBER FLOOR SUPPORT BEAM 4. MINIMUM OF 5.0 SQ. FT. REQUIRED FOIR GRADE FLOOR OPENINGS. (REFER TO SECTION 1609,1.4 ABD 1609.6.5 AND TABLE 1609.1.4) (BP) \'«'✓~ \ =_l- :if? W r SILL PLATE TO CONNECTION OF WALL TO FLR. FRAMING 5. MIN. NET CLEAR OPENING SILL HT. LOCATED BELOW ADJ GROUND ELEV. FOUNDATION PROV. METAL FLASHING SIMPSON LSTA18 STRAP WITH _ U) 14N USING USPBEARING WINDOW WELL REQ. ALLOW FOR DR. ORI WINDOW TO BE FULLY OPENED. ENS �AT ALL WINDOW SILLS. (12) 10d FASTENER. _ P. ALL LOCATIONS) PLATE FASTENERS SCALE: 6. MIN. OF 9 SQUARE FEET IN HORIZONTAL DIMENSION, MIN. WIDTH OF 36" TABLE 1609- 1 .4 (HBPS/LBPS) S MPSON LTTP4CONNECTION 0STRAP 0F BAND JOIST) X 1 1/ 2 SUPPORT 1/411 -1 10 I' (ENCROACHMENT OF 6 INCHES PERMITTED FOR LADDER OR STEPS). WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE - OFFICE SET DWG. NAME: 7. PERMANENT COMPLYING LADDER OR STEPS WHERE VERTICAL DEPTH FOR WOOD STRUCTRAL PANELS METAL FASTENER SCHEDULE EXCEEDS 441NCHEs. CONNECTION OF WALL � 4.9. 1 3 ENERGY FASTENER TYPE PANEL SPAN 2'-0"< PANEL 4'-0" < PANEL 6'-0" < PANEL 8. BULKHEAD ENCLOSURES WITH DIRECT EXTERIOR ACCESS PERMITTED 121-011 SPAN <_ 4'-0" SPAN 6'-0" SPAN <_ 8'-0" A-3 TO FLOOR FRAMING. q-3 CALCULATIONS IF IN COMPLIANCEWITH MINIMUM NET CLEAR OPENING REQUIREMENTS. - 9. BARS, GRILLES, COVERS AND SCREENS PROHIBITED UNLESS DEVICES 1 1/2" #6 WOOD SCREWS 16 16 12 9 (ALL S-1fRAPING TO BE @16 O.C.) (EXAMPLE) PLAN THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE RELEASABLE OR REMOVEABLE FRO�A INSIDE WITHOUT USE OF KEY, ARE THE SOLE PROPERTY OF THE ARCHITECT.NO 1 1/2" #8 WOOD SCREWS 16 16 16 12 REVISIONS,CHANGES,AND/OR MODIFICATIONS DWG. NO.: TOOL OR EXCESSIVE FORCE. SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. A-5 FASTEST MILE WINDSPEED (MPH) RAFTER/CEILING JOIST TO TOP PLATE w LATE RAL AND SHEAR CONNECTION STRU 14"W."R ND"FIBER 1 rj11 WALL U PRESCRIPTIVE DESIGN TABLE 3.2 (AMERICAN FOREST& PAPER ASSOCIATION STRU ALL ALTAPERED COL MN 5 REQUIREMENTS cTYP.ALLCOLUMNS W WALL u 110 120 PRESCRIPTIVE DESIGN WALL 211 WALL I� z TABLE 3.3A ALTERNATIVE TO TABLE 3.3 1 " Qw� O U L S U L S (AMERICAN FOREST& PAPER ASSOCIATION) 411 411 a u CONNECTION: NUMBER ROOF SPAN OF (FT. 1/2"ANCHOR BOLTS WALL WALL I() E7 cq STORIES: ) REQUIRED CAPACITY OF CONNECTION (LBS) FASTEST-MILE WIND SPEED 30' 2111 O 20 206 - 681 291 681 (MPH) CLEARANCE 1 O - 110 120 M_4 v x SILL PLATE TO 24 260 358 24 CLEARANCE 21 " TOILET, BATH AND FOUNDATION 2 28 314 426 RAFTER/ WALL HEIGHT MAXIMUM ANCHOR BOLT SHOWER SPACED Q z (CRAWL SPACE CEILING JOIST IN FRONT OF OPNG. OR BASEMENT) 32 368 "A. 493 SPACING (IN.) (�') SPACING (IN.) CLEARANCE z TOILET, BATH AND SCALE: 1'_�i/2" CODES. SHOWER SPACED a M 36 422 561 16 8 3 3 � SCALE: 1'=1/2" � �'' � 1p 24 206 13 421 291 254 421 12 10 3 4 WALL c� WALL BOTTOMw 28 260 358 10D BOX NAILS CAN BE SUBSTITUTED FOR PLATE FOUNDAOTION z8D COMMON NAILS. � \ U � N 2 32 314 426 WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO W � (SLAB-ON-GRADE RAFTERS, THE SUM \ F' p 00 36 368 N , 493 OF THE TOE NAILS IN THE RAFTER AND CEILING ]�', PO rn JOIST SHALL EQUAL 3"VENT 3"VENT 3"VENT U O M 422 561 OR EXCEED THE TABULATED NUMBER OF NAILS U - CONNECTOR UPLIFT LOAD. 3REQUIRED. � � a PERPENDICULAR TO THE WALL SH AVOID SPLITTING, NO MORE THAN 2 TOENAILS L = CONNECTOR LATERAL LOAD. �' ( ) SHALL BE INSTALLED IN ��\\W\\\\\%%\\`� S = CONNECTOR SHEAR LOAD. (PARALLEL TO THE WALL) EA. SIDE OF A RAFTER OR CLG. JOIST WHEN FASTENED *ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE TO A 2 X6 TOP PL. \\\\\`\ FOUNDATION DESIGN PER SECTION 1 .1.4. ipm ggp gi 'TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF \ ��\ `< 10 PSF(2/3 X 15 PSF). ,����\ 2 TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMITTED TO SHOWER \ BE MULTIPLIED BY 0.70 AND 0.85, RESPECTIVELY, FOR FRAMING NOT UPLIFT STRAP CONNECTION REQ. \\ \\ LOCATED WITHIN 8 FEET OF BUILDING CORNERS. \\\\��\ 3 TABULATED SHEAR CAPACITY REQUIREMENTS ASSUME A WALL SHEAR CAPACITY OF 421 PLF ROOF-TO-WALL, WALL-TO-WALL, AND \ �\�� (WALLS SHEATHING WITH 7/16" STRUCT. SHEATHING ATTACHED WALL-TO-FOUNDATION FOR � \\\\\\\\\\\\\ W/8D NAILS SPACED 6 AT PERIMETER EDGES AND 12 AT INTERMEDIATE SUPPORTS). 1 1/2, OTHER WALL SHEAR CAPACITIES THE REQUIRED SHEAR CAPACITY PRESCRIPTIVE DESIGN TABLE 3.313 ALT. TO TABLE 3.3 OF THE CONNECTION SHALL BE INCREASED. 110 120 B.SINK(AMERICAN FOREST We & PAPER ASSOC.) FRAMING SPACING ROOF SPAN NUMBER OF 8D COMMON (IN.) (F FASTEST MILE WINDSPEED (MPH) 1 NAILS END OF GAGE STRRAPAPX 20 S SECOND FLOOR 12 3 3 PRESCRIPTIVE DESIGN TABLE 3. (AMERICAN FOREST& PATER ASSOCIATION C.0. C.Op� 2' 0 4" z 2" 4„ 16 3 4 3"VENT 1C.O. 110 120 20 3 4 3"VENT V U° L4 S U4 L4 S 16 24 4 5 SHOWER O RAFTER/TRUSS ROOF SPAN SPACING (IN.) (FT.) 1z•3 28 4 5 REQUIRED CAPACITY OF CONNECTION (LBS) 1 v2 1 1/2" 32 5 6 12 341 284 280 427 339 280 1 1 111/z W z 36 5 7 , 1/2" 1 1/2" 1 1/2" 1 1/'z" 16 421 526 20 500 626 B.SINK B.SINK C. K. Q SIN D.W. WAS ER DRY R 16 24 580 726 a" cn 28 660 826 U4 = CONNECTOR UPLIFT LOAD. 2 W 32 740 927 L4 = CONNECTOR LATERAL LOAD. FIRST FLOOR Z Lij (PERPENDICULAR TO THE WALL) C.0,- 2%j z" 2„ 4 2" lu ic.o. 36 820 1027 S = CONNECTOR SHEAR LOAD.(PARALLEL TO THE WALL) C O I 0 U4 'TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF WI = CONNECTOR UPLIFT LOAD. CEILING. D.L. 10 P.S.F.), co L4 = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE S = CONNECTOR SHEAR LOAD. (PARALLEL TO THE WALL) NOT CEILING ASSECONNECTIED TO THE ROOF ASSEMBLY, BLY IS TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 10 PSF THE TABULATED NUMBER OF (2/3 X 15 PSF). O NAILS SHALL BE INCREASED BY 1 NAIL AT EACH END. 2 TABULATED UPLIFT AND LATERAL CONINECTION REQUIREMENTS SHALL BE PERMITTED TO 2FOR WALL-TO-WALL AND WALL-TO-FOUNDATION 0 IY BE MULTIPLIED BY 0.70 AND 0.85, RESPECTIVELY, FOR FRAMING NOT CONNECTIONS, THE TABULATED NUMBER OF NAILS I- LOCATED WITHIN 8 FEET OF BUILDING CORNERS. 3 TABULATED UPLIFT LOADS ARE SPECIFIED FOR ROOF-TO-WALL CONNECTIONS. SHALL BE PERMITTED TO BE REDUCED BY WHEN CALCULATING UPLIFT LOADS FOR WALL-TO-WALL OR WALL-TO 1 NAIL AT EACH OF THE STRAP FOR EACH FULL WALL ABOVE. N FOUNDATION CONNECTIONS, TABULATED UPLIFT VALUES SHALL BE PERMITTED TO BE REDUCED BY 66 PLF (2/3 X 100 PLF) FOR EACH FULL WALL ABOVE. (� I 4 TABULATED LENGTH REQUIREMENTS ASSUME A MEAN ROOF HEIGHT OF 33 FEET. FOR I \V' MEAN ROOF HEIGHTS OF 15 FEET OR (LESS, THE TABULATED VALUES TO APPROVED 0 SHALL BE PERMITTED TO BE MULTIPLIED BY 0.80. C.O. SANITARY SYSTEM O 4" BASEMENT 1/8"SLOPE PER 1' SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS 4"TRAP 0 RESISTING LATERAL & SHEAR LOADS PRESCRIPTIVE DESIGN TABLE 3.2A ALTERNATIVE TO TABLE 3.2 (AMERICAN FOREST& PAPER ASSOCIATION) PLUMBING RISER DIAGRAM- 1/2"ANCHOR BOLTS 5/8"ANCHOR BOLTS N .T.S. FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEED (MPH) (MPH) 90 100 110 120 90 100 110 120 ANCHOR BOLT FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT CONNECTION SUPPORTING EDGE NAIL SPACING SPACING (IN.) SPACING (IN.) SILL PLATE TO FOUNDATION* (CRAWL SPACE OR BASEMENT) 2 STORIES ALL' 23 36 32 19 28 WALL PLATE TO FOUNDATION* '1-3 STORIES (SLAB-ON-GRADE) 6 3 36 57 U = CONNECTOR UPLIFT LOAD. L = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) S = CONNECTOR SHEAR LOAD. (PARALLEL TO THE WALL) W *ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1.1.4. D 'ANCHOR BOLT SPACINGS BASED ON MAXIMUM SHEAR CAPACITY OF UNBLOCKED ROOF AND/OR FLOOR DIAPHRAMS (279 PLF). 2 ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 3" O.C. (731 PLF) BUILT IN ACCORDANCE WITH SECTION 3.4.4.. 3ANCHOR BOLT SPACINGS BASEDON hAAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 6" O.C. (421 PLF) BUILT IN ACCORDANCE WITH SECTION 3.4.4.. D CO Z SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING UPLIFT R t: �. .."�` oW uj CC PRESCRIPTIVE DESIGN TABLE 3.213 ALTERNATIVE TO TABLE 3.2 (AMERICAN FOREST& PAPER ASSOCIATION) ` DIY 00 1/2"ANCHOR BOLTS 5/8"ANCHOR BOLTS �f r FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEED N (MPH) (MPH) 90T;7oo 110 120 90 100 110 120 SCALE: 1/411=i 1011 ANCHOR BOLT FOUNDATION SUPPORTING: MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT OFFICE SET DWG. NAME: CONNECTION SPACING (IN.) SPACING (IN.) 4.9• 1 3 PLUMBING SILL PLATE TO FOUNDATION* RISER (CRAWL SPACE OR BASEMENT) 1-3 STORIES 72 72 72 72 72 72 72 72 DIAGRAM THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT.NO REVISIONS,CHANGES,AND/OR MODIFICATIONS DWG. NO.: WALL PLATE TO FOUNDATION 1-3 STORIES SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION 40 33 28 25 51 42 36 32 BY THE ARCHITECT, ANY REPRODUCTION IN PART (SLAB-ON-GRADE) OR WHOLE IS STRICTLY PROHIBITED BY LAW. A-6 DO NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION S 0 F MAW%t r r-%N CODES AMM 140--A Am Jes Alm-% tho jt AND CONDITIONS OF t PA _ SOUTHOLD TOWN ZBA SOUTHOLD TOWN PLANNING BOARD I&PWITIHOLD TOWN TRUSTEES U N r\ H PROPERTYMAP or S-ITUATED-A : -BOUT` t=f U TH HOL P ISLAND VIEW LANE L 15T OF ID RAW 1NG5 S 1 T7A P ®JCsT Ci®NTACT5 %\ LOT 635 COUNTY OF SUFFOLK I % V[E.WLAN�El/ z > 4RCHITECTUIRAL CAST: 1000 SECTION: 51 BLOCK: 2 LOT: 20 OWNER: ARCHITECT. % I AS SHOWN ON AMENDED MAP FLOOD ZONE X <;P- 40MA- z LU C-1 - COVER SHEET, GENERAL NOTES AND INFOWATION ROSE MILAllO peterCARADONNArchTtecto 50' WIDE PRIVATE ROAD A,PECONIC BAY ESTATES, 0 -0 1 LU planning and architecture SUFFOLK CO.FILE NO. 1124 COMPLY WITH CHAPTER 148 % J# Q A-1.1 - FOUNDATION PLAN 4 DETAILS 1165 ISLAND VIEW LANE 41 route 25a h":W30"W3 A6.i6i- FLOOD DAVAGE PREVENTION fj N east seta*et,new York 11133 \%% SOUTHOLD TOWN COD' N A-12 - FIRST FLOOR PLAN 5011THOLD,NY TEL. 631.68S.1120 RIGHT OF WA -0 U? Lu FAX 631.(6613.2241 y M :3 A-1.3 - SECOND FLOOR PLAN --------------------------- ----- fj email: pr-aradorimaepcalaLom ----------- (1) A-1.4 - ROOF PLAN CONTACT: MR PETER CARADONNA Jf/ ELECTRICAL CONTACT: MR.ERIK HEULER A-2 - SECTIONS q - Land Now or FormerIg of: INSPECTION REOUIRM) A-3.1 - ELEVATIONS fF %% 3706110'rE Muriel l5aldwin Family'Trust A-32 - ELEVATIONS NOTE5 5�M50L5 Dwelling Town Wafter APPROVED AS NOTED A-4.1 - DETAILS NOTE: THE5E DRANIN65 ARE AN IN5TRUMENT OF % • � , DATE���i���'B.P. # ��_� A-42 - DETAILS 5ERVIGE AND 5HALL REMAIN THE PROPERTY OF "=!-- mm fte.121oovE,�, -,v V, SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION .791 BY r=-I - ELECTRICAL PLANS 4 NOTES THE ARGHITEGT. THE GONGEPT5 AND DE516NE; ------------ -- I FEE o 4 NOTIFY BUILDING DEPARTMENT AT CONTAINED HEREIN ARE INTENDED FOP, THE TEST 765-1802 8 AM TO 4 PM FOR THE SECTION EQUIPMENT/ r= 5PEGIFIC, LOCATION INDICATED HEREON AND X ELEVATION DOOR TAG- FOLLOWING INSPECTION& 1. FOUNDATION-TWO REQUIRED ARE NOT TO BE U5ED IN OTHER LOGATION5 TAG- SEE TAG- SEE SEE EQUIP. �'p % X_X DWG.AS DWG.AS PiRoPosr=o Tuib t NOTED > SCHEDULE 4 st C', % FOR POURED CONCRETE 'b, STORY Aor.>ITIdr4 FRAMING,PLUMBING NOTED -v 'VA WITHOUT THE EXPRESS WRITTEN CONSENT OF 1 2. ROUGH DOOR SCID. STRAPPING, ELECTRICAL&16AUL KING THE ARGHITEGT. 4 FF EL. 13',� % LQ % ST 3. INSULATION NOTE: 1 15 A VIOLATION OF THE LAN FOR ANY FINISH TAG- GLAZING 4 40FINAL-CONIST3UCTION & ELECTRICAL TAG- SEE SEE FINISH TAG/COLUMN F%0jT5;POP C 0 PERSON, UNLESS ACTING UNDER THE DIRECTION DWG.AS 74�S ...... :j U2VNSTRUCTIOqF?;1�.L MF 7 THE % ;MUST BE COM rX LEGEND 4 LINE- SEE NOTED (D EXT.FINISH TEST 0- OF A LICENSED ARGHITEGT, TO ALTER POGUMEN CEILING FIN. �Qt AE-f.00ES O�: NEW di 1\�_x NOTES 4 Ilk ,?!.Y, -!WEMENTS OF % \ �14 e 0. -k RE _d4SELE FOR BEARING AN ARCHITEr,11JRAL SEAL IN ANY HAY. LEGEND I\ 11,. 1 . ri K ATE. NOT I %* 0 ';'OWDE COINSTRWKRRORS. IF AN ITEM BEARING THE 5EAL OF AN ARCGHITEG At 160 90 0 1 RNT46S70RMW -ACILINOFF 15 ALTERED, THE ALTERING ARGHITEGT 5HALL REVISION %N PARTITION TAG % AREA Of: EXIST.SEPTIC PU\SUANIT TO CIAAK�kM AFFIX H15 5EAL TO THE ITEM ALONG WITH THE ELEVATION TYPE - SEE \% TO BE REMOVED BENCHMARK WALL LEGEND Wt-os OF TWE TOWN CODE. NOTATION "ALTERED BY FOLLOWED BY H15 <6> SIGN AND THE DATE OF 5UCH ALTERATIO PLUM.SE, P CERTIFICATION FeterraradonnaArchitect6 AND NOTE THE 5PEGIFIG DE5GRIPTION OF THE EXTERIOR loe ON LE� QPJVTENT BEFORE 41 route 25a LOCATION .2 ALTERATION. (A5 PEP, THE NEW YORK STATE FINISH TAG- 3r, CERTfF1C,0jTWf OCCUPANCY cast 6stauket, rej 11133 ROOM. ROOM SEE EXT. OF CONCRETE phow: 63Ifp8%lI20 EDUCATION LAN ARTICLE 141-ARGHITECTURE, NUMBER CONTROL JOINT xxx Fx1 MATERIAL I SOL DER\jSED IN WATER 5ECTION 1301) TAG LEGEND/SITE ell SUPPLYS\ISTEM CANNOT fax: 631foSW241 IKEYNOTE 11 picaradorna*pIcalazom f EXCEED-0/N7 OF 1%L LEAD. 1 ! 6 NOTES PLIAABINGA \, ALL FLUNG S STRINGENT 3. ALL REINFORCING, ANCHOR BOLTS,, ARCHOR STRAPS, NNG WASTE 1. WORK PIEFFOR41ED SHALL- COMPLY WITH THE FOLLOWING: 12. THESE REQUIREMENTS MAY BE SUPERSEDED BY MORE WATER LINES NEED DATE ISSUE --- G A. THESE GENERAL NOTES WINLESS OTHERWISE NOTED ON PLANS AND INFORMATION CONTAINED WITHIN THE DRAWINGS. THE MORE STRINGENT SHALL PIPE SLEEVES AND OTHER INSERTS SHALL BE POSITIVELY BEFOW. BE FO.I.LOWED. SECURED IN PLACE AND LOCATED ACCORDING TO THE 06f"' it/S/11 l5gildincl Permit N60.3-14'00' <-% % SPECIFICATIONS APPROPRIATE ARCHITECTURAL DRAWINGS AND DETAILED B. STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION. 13. 50`x., CONDITIONS SHALL CONFORM To OR EXCEED THE --------- C. ALL APPLICABLE LOCAL AND STATE CODES, ORDINATES AND REGULATIONS FOLLC,��ING CONDITIONS: BEFORE CONCRETE 18 PLACED. WINGS 00 NOT ADDRESS METHODOLOGY, THE B. REINFORCM STEEL: D. IN AREAS WHERE THE DIRA -BEARINGS CAPACITY. MIN. 4000 PSE, FIELD VERIFY BY A LICENSED hl h water CONTRACTOR SHALL BE BOUND TO PERFORM TO STRICT COMPLIANCE WITH -per SOIL ENGINEER UNDER ALL FOOTINGS AND SLABS ON GRADE. 1. REINFORCING STEEL SHALL BE INTEI;;�"SDIATIE= GRADE j 0629 , 0 G( 61es�915 ,lions MANUFACTURES SPECIFICATIONS AND/OR RECOMMENDATIONS. -WATER TABLE: MIN 2'-0' BELOW BOTTOM OF ALL CONCRETE SLABS AND NEW BILLET DEFOWED BARS GRADE 60 CONFORMING TO C 2. ON SITE VERIFICATIONS OF ALL DIMENSIONS AND CONDITIONS SHALL BE FOOTINGS. FOOTINGS, FOUNDATIONS, WALLS, AND SLABS SHALL NOT BE PLACED ON ASTM A-155. PLOT PLAN USE IS UNLAWFUL THE RIESPON5151LITY OF THE GENERAL CONTRACTOR AND HIS OR IN MARINE CLAY, PEAT AND OTHER ORGANIC MATERIALS. 2. DETAILING, FABRICATION AND PLArIW3 OF §Y"B;'6FM0N5 TAKE PRECEDENCE OVER SrALr:. NF_vF_R SCALE 14. LIVE LOADS: REINFORCEMENT SHALL BE IN DETAILING MANUAL OF NOT TO SCALE 'AlITHOUT CERTIFICATE DIRECTLY FROM DRAWINC-sS. CONTRACTOR SHOULD CONSULT ARCHITECT IN CASE ROOF: 30 pep STANDARD PRACTICE FOR ACCORDANCE WITH ACI-315 OF QUESTION. FLOORS: 40 PSF FURNISH SUPPORT BARS AND ALL Rr==IRED REINFORCED revision: 4. THE GENERAL NOTES AND TYPICAL DETAILS APPLY THROUGHOUT THE JOB BALCONIES: (00 PSF CONCRETE STRUCTURES ACCESSORIES WT14 CRSI 1VIA710NS 0 0ATE ISSUE STAIR. LANDINGS: 40 PSF STANDARDS. UNLESS OTHERWISE NOTES OR SHOWN. GARAGE: 50 PSF 3. ALL REINFORCING BARS WHICH INTER$ECT A. AREA 5. DISCREPANCIES: THE CONTRACTOR SHALL COMPARE AND COORDINATE ALL LATERAL PRESSURE: 45 PSF PERPENDICULAR ELEMENTS SHALL TEFMINATE IN HOOKS, MR MINIMUM e- MAX. FOUNDATION LATER C04�t CONNECTION QALY. GALVANIZED SAN SANITARY CONTRACTOR A DISCREPANCY EXISTS PLACED TWO (2) INCHES CLEAR FROM 01TER FACE OF A.B. ANCHOR BOLT r.>RAWINGSt WHEN IN THE OPINION OF THE WIND LOAD ( SEG. b ASCE 1) A.C.I. AMERICAN CONST. CONSTRUCTION G.C. GENERAL misc. MISCELLANEOUS S.C. SOLID CORE G, BEFORE PROCEEDING IMPORTANCE FACTOR I ELEMENTS. CONCRETE CON SCH0. SCHEDULE HE SHALL PROMPTLY NOTIFY THE ARCHITECT, IN WRITING, T. CONTINUOUS CONTRACTOR MM. MILLIMETER WITH THE WORK OR WE SHALL BE RESPONSIBLE FOR THE SAME AND ANY INDIRECT EXPOSURE CATEGORY 5 INSTITUTE CONTR. CONTRACTOR GD. GRADE M.O. MASONRY OPENING SECT. SECTION RESULTS OF HIS ACTION. WIND VELOCITY lie MPH C FOUNDATION ACOUST. ACOUSTICAL C.T. CERAMIC TILE GL. GLASS Mp, MOISTURE b. OMISSIONS: ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL BE HEIGHT AND EXPOSURE COEFFICIENT 105 1. FOOTINGS SHALL BEAR A MINIMUM OF V-0' INTO ADA. AMERICANS WITH C.S.I. CONSTRUCTION GYP. GYPSUM RESISTANT SERV. SERVICE CONSIDERED AS PART OF THE CONDITIONS FOR THE WORY, IN THE EVENT THAT HORIZONTAL END ZONE LOAD 26.6 ORIGINAL UNDISTURBED SOIL. DISABILITIES ACT SPECIFICATION GP.M. GALLONS M5RY. MASONRY S.F. SQUARE FEET CERTAIN FEATURES OF THE CONSTRUCTIONS ARE NOT FULLY SHOWN ON THE 2. SLAB-ON-GRADE SHALL BE ro' THICK REINFORCED WITH ADH. ADHESIVE INSTITUTE PER MINUTE MTD. MOUNTED SHT. SHEET DRAWINGS, CURRENT NATIONAL, STATE, AND LOCAL CODES, ORDINANCES, MIN DESIGN WIND LOAD 26.0 PSF (W X 6' W2.S X W2.13 WWF AND SHALL BE PLACED ON & MIL. AF.C. ABOVE CU. CUBIC H.C. HANDICAP MTL. METAL aim. SIMILAR REGULATIONS OR AGREEMENTS AS WELL AS CURRENT ACCEPTABLE BUILDING DEAD LOADS: VAPOR BARRIER, 2' RIGID INSULATIONS, AND (W CRUSHED FINISHED CEILING DUST. CUSTOMER ACCESSIBLE N.i.c.. NOT IN CONTRACT S.J. SAWCUT JOINT AFF. A50VE H.C. HOLLOW CORE NOM. NOMINAL sm. SMALL PRACTICES SHALL GOVERN, AND THEIR CONSTRUCTION SHALL BE OF THE SAME FLOORS 12 PSF STONE. FINISHED FLOOR DBL. DOUBLE H.D. HIGH DENSITY NOJNUM. NUMBER SPECS. SPECIFICATIONS CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR NOTED. ROOF: 20 PSF 3. SLAB-ON-GRADE AT PORCHES SHALL 5E 4' THICK DEG. DEGREES N.6jF. NATIONAL 1. THE ARCHITECT SHALL INOT BE RESPONSIBLE FOR AND WILL NOT HAVE ALT. ALTERNATE DIA. DIAMETER H.D. HUB DRAIN SANITATION SPRNK. SPRINKLERS OR 15. BOTTOM OF ALL FOOTINGS SHALL BE BELOW FROST LINE OF: THE UNLESS OTHERWISE NOTED. ALJALUM. ALUMINUM DIM. DIMENSION HDR. HEADER FOUNDATION SQ. SQUARE architect seal: CONTROL OVER CONSTRUCTION! MEANS,METHODS, TECHNIQUES, SEQUENCES LOCALITY AND MINIMUM V-6' BELOW EXISTING GRADE TO UNDISTURBED SOIL DIVISION 4: MASONRY AMP. AMPERE DISC. DISCONNECT WDW. HARDWARE N.T.S. NOT TO SCALE $0.FT. SQUARE MET PROCEDUFM5, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN C"ECTION OR SOIL S5% DRY DENSITY HAVING A LOAD CARRYING CAPACITY AS ANOD. ANODIZED DN. DOWN HDWD. HARDWOOD O.A. OVER ALL 5,5, 6/6 ISTAINLESS, STEEL WITH THE WORK, AND WILL NOT BE RESPONSIBLE FOR THE FAILURE OF THE COMPACTED TO S5 SPECIFIED IN NOTE 13, AS VERIFIED BY A SOILS ENGINEER 1. MATERIALS ANSI. AMERICAN DR. DOOR 1411. HOLLOW METAL O.C. ON CENTER STD. STANDARD CLIENT OR HIS CONTRACTORS, SUBCONTRACTORS, OR ANYONE PERFORMING LICENSEES IN THE LOCALITY WHERE PROJECT 16 BEING BUILT. A. MORTAR SHALL BE TYPE 'S' ASTM C-2-10 NATIONAL D/7 DRIVE-THRU H.O. HIGH OUTPUT OD. OUTSIDE DIAMETER STF. STOREFRONT ANY WORK, TO CARRY OUT THE WORK IN ACCORDANCE WITH THE APPROVED 16. ALL FOUNDATION WALL BACK FILL UNDER SLABS WHERE DISTANCE FROM EDGE B. HOLLOW CMU SHALL MEET ASTM C-90-15 STANDARDS DTL. DETAIL H.P. HIGH POINT O.H. OPPOSITE HAND CONTRACT DOCUMENTS. OF: WALL To EDGE OF UNDISTURBED SOIL EXCEEDS 16", BUT LESS THAN 4'-0', C. FACE BRICK SHALL MEET ASTM C-216 INSTITUTE DWG. DRAWING H.RC. HEATING., 4 STL. STEEL REFRIGERATION OFNG. OPENING STISL STATION 8. ANY AND ALL DRAWINGS AND SPECIFICATIONS FOR SITE WORK, PLUMBING SHALL CONSIST OF CLEAN POROUS, SOIL COMPACTED IN ro' LAYERS TO W9- DRY 2. ALL MASONRY SHALL BE PROTECTED FROM FREEZING APPROX. APPROXIMATE DWLS. DOWELS CONTRACTOR(S) OFT. OPTIONAL STRICT. STRUCTURE/-AL SUPPLY OR WASTE, ELECTIRICAL CIRCUITRY, AND HEATING, VENTILATING, DENSITY. FOR NOT LESS THAN 48 HOURS AFTER INSTALLATION AND ARCH. ARCHITECT/ EA. EACH HT. HEIGHT OFF. OPPOSITE S.Y.P. FABRICATED TRUSSES, AND AIR CONDITIONING SYSTEMS ARE NOT PART OF THE PROFESSIONAL SERVICES PROVIDED To THE CLIENT BY THE ARCHITECT UNLESS 11. FREE DRAINING GRANULAR BACK FILL (SM OR BETTER) SHALL BE USED SHALL NOT BE CONSTRUCTED BELOW 35 DEGREES -URAL EAF�S. EXTERIOR HVAC. HEATING, PL.C. PRE-CAST CONCRETE SUPPL. WITH THESE AGAINST FOUNDATION WALLS CONSISTENT WITH THE ARCHITECTURAL PLANS FAHRENHEIGHT. AVG. AVERAGE INSULATION VENTILATION, AIR FKG. PARKING SUSP. 86ROLLOW PINE INCLUDED UNDER THEIR AGREEMENT. ANY DISCREPANCIES5D. 50TTOM OF FINISH SYSTEM CONDITIONING PL. PLATE T/ TOP OF AND RELATED DETAILS. 3. STONE VENEER SHALL BE ATTACHED TO WOOD FRAME Hz HERTZ = M5. PLUMBING DOCUMENTS BY ANY OF THE ABOVE LISTED SERVICES AS SHOWN IN THE 5D. BOARD IL T5. THROLIGH50LT ELECJ ELECTRIC/-AL I.G. ISOLATED GROUND PLYWD. PLYWOOD T45 TOP 4 50TTOM job no.: 0::; DOCUMENTS pREFAF4=-D EBY OTHERS SHOULD BE INDICATED IN WRITING TO THE Ia. UNBALANCED FILL NOT TO EXCEED 1'-0' UNLESS OTHERWISE NOTED AND WITH MINIMUM 022 GALVANIZED SHEET GAUGE BEV. BEVERAGE ELECT, IN. INCHES TEG TONGUE 4 GROOVE ARCHITECT IMMEDIATELY. SUBSTANTIATED BY ENGINEERING CALCULATIONS. BACK FILL SHALL NOT BE CORROSIAN-RESISTIVE NON-CORRUGATED METAL TIES, BLDG. BUILDING ELEVJEL. ELEVATION INCL. INCLUDE/ED FNL. PANEL TEMP. TEMPERED S. PRIOR TO APPLICATION FOR BUILDING PERMIT, THr= CONTRACTOR WILL PLACED AGAINST WALLS UNTIL SLAB-ON-GRADE AND FRAMED FLOORS ARE IN MIN. 1/8' WIDE AT 16' VERTICAL INTERVALS MIN. AND l(o Fos POINT OF SALE = REACHED THEIR DESIGN STRENGTH. PROPER PRECAUTIONS 5P.P. 5ACKFLOW EMPL. EMPLOYEE INFO. INFORMATION FURNISH THE ARCHITECT W1ITW TWO SETS OF: SHOP DRAWINGS OF ALL PLACE AND HAVE HORIZONTAL INTERVALS. PROVIDE DRAINAGE FOR ONE PRECENTOR INSTL. INSTALLATION/ f�?, FAIR THRU THROUGH job name: milazzo PREFABRICATED COMPONENTS, ONE SET TO BE RETAINED BY ARCHITECT, THE SHALL BE TAKEN To BRACE FOUNDATION WALLS WHEN BACKFILLING. WHERE OPEN VERTICAL BRICK JOINT 62'-0' O.C. AT LOWEST BLK BLACK ENG. ENGINEER/ED INSTALLED PREP. PREPARATION/ Tyr. TYPICAL REQUIRING IDES, BACK FILL BOTH SIDES SIMULTANEOUSLY COURSE ABOVE FINISHED GRADE. Ea. EQUAL PREPARED OTHER SET TO BE RETURNrED To CONTRACTOR AFTER REVIEW. ITEMS REQ .2 BACKFILL IS REQUIRED ON BOTH 6 5LKIG. BLOCKING INSUL. INSULATION U.L. UNDERWRITERS date: 2011 Nov. 0a SHOP DRAWINGS INCLUDED BUT NOT LIMITED To Roof: TRUSSES,FLOOR TRUSSES, IS. ALL WALLS ARE DESIGNED AS BEING LATERALLY BRACED By THE FLOop, 4. ALL MASONRY WORK SHALL CONFOW TO THE 5FRG- BEARING EQUIP. EQUIPMENT INT. INTERIOR P.6p. POUNDS PER LABORATORIES STAIRS, CABINETS, VANITIES, ETC. SHOULD THE DESIGN OR CONFIGURATION OF SYSTEMS. CONTRACTOR SHALL ENSURE THAT WALLS ARE ADEQUATELY BRACED APPLICABLE REQUIREMENTS OF ACI 530-9c3/ASCE BTM. BOTTOM ETC. ETCETERA J-50X JUNCTION BOX SQUARE FOOT UV. ULTRAVIOLET ANY PREFABRICATED COMPONENTS BE MODIFIED DURING CONSTRUCTION FROM DURING CONSTRUCTION. 99) 5TN. BETWEEN EXIST. EXISTING JST. JOIST P.S.I. POUNDS PER V. VOLT/VOLTAGE drawn by: PREvIOUSLY APPROVED SHOP DRAWINGS, THE ARCHITECT SHALL BE FURNISHEDSCE JT. JOINT SQUARE INCH VB. VAPOR BARRIER I PRIOR TO FABRICATION, WIITH REVISED SHOP DRAWINGS INCORPORATING THE DIVISION 3 : CONCRETE NAILING CAB. CABINET EXP. EXPOSED K.E.C. KITCHEN EQUIP. FT. PART/POINT V.C. VOLUME CONTROL sca le: cle noted -ORMATION, THE A. GENERAL CFM. CUBIC FEET EXT. EXTERIOR SUPPLIER V.C.T. VINYL COMPO- RsvISION. IF THE ARCWITEC;T IS NOT PROVIDED WITH THE ABOVE INF COMPLY WITH NAILING PER MINUTE PY.C. POLY VINYL CLIENT SHALL DEFEND, INDEMNIFY, AND HOLD HARMLESS THE ARCHITECT FROM 1. THE CONCRETE PROPERTIES SHALL 15E AS FOLLOWS: I. ALL NAILING U.O.N. SHALL C F.D. FLOOR DRAIN LAM. LAMINATE SITION. TILE EVER, INCLUDING BUT NOT LIMITED TO ALL PAYMENTS, SCHEDULE IN 50CA LATEST EDITION, AND ALL STATE AND CjGp. COMPACTED CHLORIDE drawing no.: ANY CLAIM OR SUIT WHATSOEVER, [TEM MIN. COMP. STRENGTH MIN. AGGREGATE SLUMP LOCAL BUILDING CODES, OR MANUFACTURE'S GRANULAR FILL FDN. FOUNDATION LAV. LAVATORY FVMT. PAVEMENT Vp. VENT Fin EXPENSES OR COSTS INCLUDED, ARISING OR ALLEGED To HAVE ARISEN FROM 2a DAYS (PSI) SIZE RECOMMENDATIONS. G.J. CONTROL JOINT F.E. FIRE EXTINGUISHER LE38. POUNDS QTY. QUANTITY VERT. VERTICAL PREFABRICATED ITEMS. CL. CENTER LINE FIN. FINISH R.A. RETURN AIR w/-w/o WITH/WITHOUT 10, USE OF THESE DOCUMENTS WITHOUT WRITTEN PERMISSION OF THE ARC44ITECT 15 FOOTItASS 3000 1/2--l' 4- P) 2. PROVIDE ALL FASTENERS AND CLIPS AS SHOWN ON L P. LINEAL FOOT SLAB ON GRADE 3,000 1/2--1' 4- P) THESE DRAWINGS OR AS PRESCRIBED BY THE STANDARD CLG. CEILING FIXT. FIXTURE L.P. LOW POINT RAO- RADIUS W-5. WALL BASE FORBIDDEN WALLS, 3)OW 1/2'-1' 4' 119 Of: HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION CLOS. CLOSET FLR. FLOOR MA. MILLIAMPERE F-E.D. ROOF DRAIN W.C. WATER CLOSET 11. THE CONDITIONS AND ASSUMPTIONS STATED IN THESE SPECIFICATIONS SHALL GARAGE 4 EXT. SLABS 3,500 1/2'-1' 4'(+/-) W/S SSTO-10-C313 CLPI CLEAR F.R.P. FIBERGLASS niN- RECPT. RECEPTACLE Wo. WOOD BE VERIFIED By THE CONTRACTOR FOR CONFORMANCE TO LOCAL CODES AND FORCED PLASTIC MAIL. MATERIAL W.H. WATER HEATER C.M.U. CONCRETE REIW. REINFORCING Al'� CONDITIONS. IN THE EVENT' OF A DISCREPANCY BETWEEN THESE SPECIFICATIONS MASONRY UNIT FRZ. FREEZER MAX MAXIMUM REQ'r,>. REQUIRED UK WORK AND LOCAL CODES OR CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE 2. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF AGI -318 AND CNTR COUNTER FT. FEET/FOOT Mr-D McDONALD'S WF- WATER PROOF AfRADONIINA ACI 301, SpEcIFIcATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. FTG, FOOTING RM. ROOM W. WEIGHT pd ARCHITECT IN WRITING OF THE DISCREPANCY AND SPECIAL ENGINEERING COL. COLUMN GA. GAGE/GUAGE MECH. MECHANICAL RO. ROUGH OPENING REQUIREMENTS SHALL BE APPLIED TO INSURE THE BUILDINGS STRUCTURAL CONC. CONCRETE GAL. GALLON MFR MANUFACTURER RJ;Z ROOF RAFTER WJWF. WELDED WIRE INTEGRITY. GOND. CONDUIT FABRIC A GH I CT5 A H T L L HE WAY.I Erl LANF; N VIL RATIO THE �j-F jp ,E �rFa 2 A2 3, EXTERIOR CONCRETE NOS; 4• BASEMENT STAIR W/ BILCO INSTALL FIRE RESISTIVE ONCE FOUNDATION WALLS ARE POURED DOOR ACCESS. TYPE GYP. BD. FOR IN PLACE AN AS BUILT PLAN OF THE p CEILING* IN MECHANICAL FOUNDATION MUST BE SUBMITTED t0 THE "i 16' •4 DOWELS a ib' O.C. ROOM ARCHITECT 4 SIP MANUFACTURER PRIOR �.,'� J \ VERT. t0 TIE FOUNDATIONS EXTERIOR FACE OF NEW t0 ORDER FABRICATION OF PANELS /�/ EAT ACH OTHER LEVELS INTO FOUNDATION WALL t0 ALIGN W/ LINE OF SIDE / L NEW FOUNDATION UNDER � YARD SETBACK _ - "' 4'_6. EXISTING COTTAGE t0 REPLACE EXISTING.E E NG. ALIGN Q) 7' 1" \ WH APPROPRIATE. IA � PPROPR TE. INSTALL SIMPSON 71A. _ - \ STHDI4RJ TIE DOWN * ALL '-6 8' (5'-6') 17'_3. (5' 6') 3 - 1/4' EXISTING FOUNDATION WALLS . \ \ U CORNERS MECHANICAL �, � m � , '' TO BE REMOVED IN THEIR I I / 64 SF ;,q i / 4'4� ` \ ENTIRETY. CONTRACTOR TO v 3 \ DISCARD MATERIALS IN A NEW 8' REINFORCED .� ( Nr=w 5AsEMENT `� ; i A2 \ \ /e, Ro R M R } POURED CONCRETE _ I _ FOUNDATION WALL. \ 163 SF It O� _� ' '.�`�• _e Q \ f 0' INSTALL SiMPSON OMFSL Z �[ ryx M / Q ;:;. -`<:. % i ni / / O =` ANCHOR BOLTS AS PER MFGRS. NJ -� •- I I 6 SPEC TO ACCOMMODATE "`� 8-6• i i �� U t FRAME (BOTH SiDES) O Q D PRESS FOUNDATION WALL 4' N NEW 16'W X 8'T CONTINUOUS �p N U i� ti��� MOMENT FRAME »� �(� p POURED CONCRETE / ` M �4S EMEN ' FOOTINGS W/ (3) *4 REBAR CHORALE (BOTH SIDES) (SEE DETAIL 6/AI.I) ,` / 1 -� 646 SF hx,� �` / MIN 20'X20' FOOTING UNDER U t \` / CR WL.SFACE ' MOMENT FRAME ANCHOR !O,-3•� `:. ` l 2,-O. \� BOLTS, BUMP OUT AS 16' 04 DOWELS 0 16' O C. ft VERT. t0 TiE FOUNDATIONS � F:EQUIRED (BOTH SIDES) At DIFFERENT LEVELS INTO 4,- I EACH OCHER g. `k2/,gF INSPECT EXISTING FLOOR �' U' �� B'- I ��:i JOISTS DURING DEMOLITION NEW CONCRETE STEPS t LANDING All / v O' 3 i/4' 1 l \ (4. ; FOR STRUCTURAL INTEGRITY, TO FRONT DOOR l ;� O• x ` r \ 4 J I I REUSE/REPLACE AS ;:. 5'- Q .. :. \ \ - �' APPROPRIATE. NEW 4 POURED CONCRETE SLAB 3 //4• a �6 _4. `, WITH 6' X 6' W2.S X W2.S WWM WITH '-O• 6 MIL POLYETHYENE VAPOR p,, \ BARRIOR, 2' RIGID INSULATION 4 V $�-//• "�R \ i i NEW 4' POURED CONCRETE SLAB ' WiTH 6' X 6' W2 9 X W2.9 WWM WITH ,� ' 6 MIL POLYETHYENE VAPOR 6' CRUSHED STONE -'0' l 1 EXTERIOR FACE OF NEW ��` �.. ` / :S D P BARRIOR, 2' RIGID INSULATION t s FOUNDATION WALL t0 O ,!� 6 CRUSHED STONE �1 ALIGN W/ LINE OF SIDE ` : ::;. .. -3 114- 4) YARD SETBACK35 P. 12' X 12' POURED CONCRETE PIERS t0 ALiGN W/ COLUMNS ABOVE. �' '-0• / 1 U DECK JOISTS TO BE ATTACHED -2 3 j4 1 / @ TO LEDGER 4 BEAM W/ SiMPSON 3'-4. �k °' JOIST HANGERS PeterCaradowArchitecta 2 - / 4'1 route 25a 6T I ON PLAN A2 8,-O, �1 12' DIAMETER SONOTUBE COLUMN east 1 route ny 11'133 m W/ BELL FOOTING GENERAL NOTES FOR GONORETE: phone: 6311689.1120 A1.1 1145 SF SCALE: I/4 = I -0 .� - �, '� (SEE DETAILS THIS SHEET) fax: 6311689.224'1 1. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH SPECIFICATIONS, ARCHITECTURAL AND 8�-O• pcaradow*pcalaz= MECHANICAL DRAWINGS. 2. ALL PRINCIPAL FOOTINGS SHALL BE FOUNDED ON SAND HAVING A MINIMUM ALLOWABLE BEARING CAPACITY CONNECT 6X6 POST TO be CONCRETE SLAB WITH 6' OF (2) TWO TONS PER SQ.FT. ELEVATIONS OF BOTTOMS OF FOOTINGS SHOWN ON PLANS ARE FOR ESTIMATING CONCRETE SONOTUBE (SEE x 6' W2.S x W2 9 WWM PURPOSES AND SHALL BE ADJUSTED t0 THE REQUIRED BEARING STRATA AS FOUND UPON EXCAVATION OR DETAIL 31AiA) EXTERIOR WALL TO THE LEVEL OF ADJACENT EXISTING FOOTINGS. ADDITIONAL COST OF CONCRETE WORK AND EXCAVATION, CONSTRUCTION (SEE issue IF NECESSARY, SHALL BE DETEIRMINED BY AN ESTABLISHED LIST OF UNiT PROVES. PROVIDE PIERS, AS PER «4 BAR TYPICAL NOSING PLANS t SECTIONS) " DATE ISSUE 3'-0' TYPICAL DETAIL WHERE FOOTINGS ARE LOWERED IN ELEVATION. CONTINUOUS FLASHING 2X6 BOTTOM PLATE 1 i118/11 Buildin Permit 3. ALL CONCRETE AND FOUNDATION WORK SHALL CONFORM t0 THE REQUIREMENTS OF THE NEW Y01i STATE ALONG DECKHOUSE BUILDING CODE AND THE AMERICAN CONCRETE INSTITUTE (ACT 318) LATEST EDITION. INTERSECTION EXTEND 4. NO CONCRETE SHALL BE POURED UNTIL THE PRELIMINARY DESIGN MiX HAS BEEN MADE AND REPORTS a UNDER EXISTING SIDING t MIN X X -�-gC d 2X12 BAND JOIST HAVE BEEN FILED WITH THE ARCHITECT/ENGINEER. be BELOW TOP FOUNDATION 5. ALL CONCRETE SHALL BE CONTROLLED CONCRETE, 3096 FLY ASH WITH A MINIMUM COMPRESSIVE STRENGTH d. ° ° ANCHOR BOLTS * 24' OF 4000 P.S.I. AT 28 DAYS. \ o � � ALL RISERS t0 BE EQUAL, a ° O.C. 6. ALL CONTROLLED CONCRETE SHALL BE TESTED ACCORDING t0 A.STM. PROGEDUi?ES. THE OWNER SHALL / \ ° \\ SIZE BASED ON TOTAL RISE d ENGAGE A LICENSED P.E. APPROVED BY THE ENGINEER/ARCHITECT OF RECORD TO SUPERVISE THE TESTING /\/\ OF STAIR (V.IFa, TO BE • ° O CONTINUOUS COPPER OF MATERIALS AND THE INSPECTION OF CONCRETE CONSTRUCTION, AND TO CHECK THAT ALL REQUIRED o 0 12 DIAMETER SON0IUBE UU/ COMPLIANT W/NYS '� \O\O\ FLASHING TESTS ARE MADE AND SUBMITTED t0 THE BUILDING DEPARTMENT AND TO THE ENGINEER OF RECORD. \\ \ MIN 3000 PSI CONCRETE„ 1 -0 '1. FOR EACH DAY'S POUR A MINIMUM OF THREE TEST CYLINDERS FOR EACH 50 CUBIC YARDS OR FRACTION SEE COLUMN DETAIL 61A­4 RESIDENTIAL BUILDING GODS o d W (2) "5 'FOP � BOTTOM revision: THEREOF. \/- ' 03 TIES a IS' O.C. 8' CAST IN PLACE CONCRETE 8. 26 DAYS AFTER SPECIMENS ARE TAKEN, SPECIMEN SHALL BE TESTED IN ACCORDANCE WiTH A.S.T.M. C-39-61. ? ° \ FOUNDATION WALL W/(2) 45 CONTINUOUS 9. SLABS ON GROUND SHALL BE 6' THICK, AS INDICATED, OVER 3' SAND BED ON A 6' LAYER OF WELL \ '� o •4 BAR VERTICAL FULL TOP t BOTTOM DATE ISSUE COMPACTED POROUS FILL. SLA55 (ONLY) SHALL BE CAST fN ALTERNATE PANELS NOt EXCEEDING 50 FEET \/ \ OO ° LENGTH OF COLUMN, \�\C7\�\ 0\ I /il/I Revision 1 IN ANY ONE LENGTH. ALLOW I DAYS MINIMUM BETWEEN CASTING OF ADJOINING PANELS. PROVIDE 1/4' ° CENTERED IN COLUMN ° d ° GLEAN WELL POROUS LIMNS. / o � ° 16' X 8' CAST IN - d. d BACKFILL EXPANSION JOINT AROUND COL \/"\ COMPACTED FILL AROUND PLACE CONCRETE • ' 10.REINFORCING SHALL BE DEFOG DE 60. ALLD 5AR' REINFORCINGTEED TO AVE AN EPDXY W BILLET STEEL ONG INC t0 \ O O O A.S.TM. SPECIFICATIONS A-615 CONCRETE TUBE FOOTING "5 BAR 4'-0' O.C. WALLS AND GRADE BEAMS SHALL BE CAST IN ALTERNATE PANELS NOT TO EXCEED 60 FEEL d O ° O O d 11. FOUNDATION LL � / � � / 24' DIAMETER BELL FOOLING I I I I I Q\ Q Q Q Q IN LENGTH. CONSTRUCTION JOINTS SHALL BE PLACED AT POINTS OF MINIMUM SHEAR,GENERALLY AT \/ a. / d MEMBRANE MIDSPAN. HORIZONTAL JOINTS SHALL NOT BE PERMITTED UNDER ANY CONDITIONS. - \ \ o 04 FiZ EACH DIRECTION a WATERPROOFING 12. ALL BARS MARKED CONTINUOUS (CONT) SHALL BE LAPPED A MINIMUM E DISTANCE SEE SCHEDULE. LAP // / d: d° 3' FROM BOTTOM OF FOOLING °. O O O O ° BOTTOM BARS At SUPPORT ARD TOP BARS At MID-SPAN. HOOK BARS AT NON-CONTINUOUS ENDS. 8' CAST IN PLACE 13.THE CONTRACTOR SHALL VERIFY THE DIMENSIONS AND INSTALL IN THE FORMS, ALL SLEEVES, ANCHORS, ETC. \/\ o ° O O O O t SHALL VERIFY ALL DIMENSIONS WITH GENERAL \ \ \ UNDISTURBED SOIL d . CONCRETE FOUNDATION AS REQUIRED BY OCHER tRAD1ES. THE CONTRACTOR /�Z ° d � ° �� Q Q p � � a WALL DRAWINGS AND DETAIL AND REPORT ANY DISCREPANCY t0 THE ARCHITECT/ENGINEER d architect sea I: \\ NOTES: 1. STEEL REINFORCING 60000 IKSI 2. CONCRETE: 4000 PSI- SEE CONCRETE SPECS FOR DESIGN MIX. ° d O O O ° 2X4 KEYWAY 3. SOIL BEARING CAPACITY: 40,00 PSF (VERIFY WITH SOIL REPORT)FIELD TESTING OF COMPACTION IS 2 FOOTING DETAIL • ' REQUIRED. PROCTOR TEST iS REQUIRED PRIOR TO CONSTRUCTION OF SITE. d . 16' X 8�' CAST iN PLACE 4. TOP OF SLAB IS NOTED THUS 0 Ai.l 1• 1�-0' a a p p p p ° CONCRETE FOOTING 5. BOTTOM OF FOOTING NOTED 17HUS l )ON PLAN t IS BASED ON DATUM USED (HIGH GRADE = 12'-0') 6. ALL CONCRETE SLABS ON Gi;i ARE 6' THICK WITH 6' x 6' W2 9 x W2 9 WWM ON 3' SAND BED OVER 6 MIL • • POLYETHYLENE VAPOR BARFRIER, COMPACT 6' OF POROUS FILL UNDER VAPOR BARRIER TO 9596 COMP EMBED THREADED d ° 4' CONCRETE SLAB WITH 6" x 6' W2.15 x W2.13 ROD INTO POURED WWM Job no.: -0 9ro ACTION. - 2' RIGID INSULAtIOM1. CONCRETE FOOLING AND EXTEND INTO 6 MIL POLYETHELYNE 12' DIAMETER SONOTUBE WOOD MEMBER VAPOR BARRIER Job name: m i la zzo W/MIN 3000 PSI 6' X 6' WOOD POST CONCRETE BEAM 3' SANIDBED A41,ATION VNALL: CAST IN PLACE 8" REINFOF:GED GONGF:ETE WALL, SEE DETAILS FOR •4 BARS VERTICAL FULL d• d ° d X v 5' WELL COMPACTED date: 2lall Nov. tom$ FOUND F:EBAR, ON I6'" X 8" REINFORCED GONGF:ETE FOOTING. EXTERIOR SHEATFfING A5 PER BUIL.171NG LENGTH OF COLUMN, v APS ALUMINUM POST ° POROUS FILL drawn by: ELEVATIONS. . A CENTERED IN COLUMN STANDOFF BY SIMPS01 a Al (3) *5 CONTINUOUS • .aa a. d' • • 'd scale:LOAD BEARING WALL5: VERMONT TIMBER FRAME 6.5" 5TRUGTURAL INSULATING PANEL. 24' DIAMETER BIGFOOt 12' DIAMETER POURED a s noted EXTERIOR SHEATHING AS PER BUILDING ELEVATIONS. INTERIOR I LAYER 5/8" IMPACT BELL FOOTING CONCRETE SONOTUBE UNDiSTIURBED SOIL RESISTANCE 6YP BOARD W/ ZERO VOG PRIMER 8 PAINT FINISH. (SEE PLANS) (2) N4 REBAR (TYP) drawing no.: _ 04 REBAR EACH LOAD BEARING WALLS: 2X6 WOOD STUDS ® 16" O.G. 05E EX15TING WHERE APPROPRIATE) W/ DIRECTION 3' FROM MIN R-IQ CAVITY INSULATION 8 CONTINUOUS INSULATED 5HEATHING MIN R-4. EXTERIOR FINISH BOTTOM OF FOOTING A5 PER BUILDING ELEVATIONS. INTERIOR I LAYER 5/8" IMPACT R -515TANGE GYP BOARD W/ ZERO VOG PFZIMER 4 PAINT FINISH. (SEE PLANS) X000 s COP 4 SOOTING C)ETA11. INTERIOR PAfZTITION WALL: 2X4 WOOD STUDS ® 16" O.G. W1 (1) LAYER 5/6" GYP BD EACH SIDE 3 COLUMN D 4 F05T1:;�ETA I L NTS Ai.l SCALE: IN = 1'-0' 4 ZERO VOG (PRIMER 4 PAINT FIN15H (5EE PLANS), ACCOMMODATE PLUMBING WHERE RE A1.1 1• 19-0` Al.l SEE FOUNDATION PLAN FOR LOCATIONS CHIfRTECT5 FF 2 1 2 Al2 NA320F A2 FAIIALL LE6ENI;) 48'-11 1/2' FOUNDATION WALL: CAST IN PLACE 8" REINFORCED CONCRETE WALL, 4'-0' 16'- 13'-2' 3'-0' 4'- 1/2' EXTERIOR SHOWER, LOCATE SEE DETAILS FOR REBAR, ON I6" X EXTERIOR FACE OF NEW 3 WALL TO ALIGN W/ LINE OF '3�4• � �/� AS PER OWNERS REQUEST 8" REINFORCED CONCRETE 9/�, FOOTING. EXTERIOR SHEATHING A5 SIDE YARD SETBACK O O - - - - - - - - _ - - - - - - - - - - - - - - - � - � - - - .��' 4'-6 PER BUILDING ELEVATIONS. INSTALL WATER RESISTANT DEMOLISH EXISTING: COTTAGE IN ITS ENTIRETY, TO BE LOAD BEARING WALLS: VERMONT $• , RE.D OF IN A PROPER INSULATING PANEL. EXTERIORMANNE Q� \ � b' 4 / ��-, Q Q ,�` � DIISPOSTIMBER FRAME 6.5" STRUCTURAL GYP. 8D. IN ALL WET ROSS 5HEATHING AS PER BUILDING \ 6 BATHROOM / INSTALL FIRE RESISTIVE \ , 61 SF 40 SF w' / ELEVATIONS. INTERIOR I LAYER V � 5/8" IMPACT RESISTANCE GYP V -1 TYPE GYP. BD. FOR \ :d / g,, ni �4% REUSE EXISTING WALLS AS BOARD W/ ZERO VOG PRIMER d CEILING IN MECHANICAL BEDROOM 0� ?.li l tt O in "� Q �� ,�j �4 $ / __�-- SCUDS AS NEEDED Q \ ,� /2 q � PAINT FINISH. (SEE PLANS) ROOM Q' O / r � 1 I SF ,�v / .- n A/0 LOAD BEARING WALLS: 2X6 WOOD � } }- !1._ 1 m �; STUDS I6" O.G. (USE EXISTING Z A2 \ 6 / 0• 3` ' / �� WHERE APPROPRIATE) W/ MIN R-1016'-3• ,,q) �/ CAVITY INSULATION 4 CONTINUOUS c • / CO $ � � INSULATED SHEATHING MIN R-4. ci ,�4�U' 0 EXTERIOR FIN15H A5 PER BUILDING N J_(_ 2 `� l 1112,• x�, / �0/ LIVING •0. 4 / �'> ELEVATIONS. INTERIOR I LAYER N • <, 331 SF 5/8" IMPACT RESISTANCE GYP - - - - - -�- - - - $ BOARD Yy/ ZERO VOG PRIMER 4O L PAINT FINISH. (SEE PLANS) INTERIOR PARTITION WALL: 2X4 6X6 COLUMN IMBEDDED IN ' 12'-3• N = WOOD STUDS ® I6" O.G. W/ (I) .::<.. �` k' - LAYERS 5/8" GYP BL's EACH SIDE A WALL ALIGNED W/ U U 8'.3 1, ,� �0/ ZERO VOG PRIMER d PAINT FINISH 21 (SEE PLANS), AGGOMMODATE FOUNDATION BELOW @ 6 _ • , m ��k l` E �' PLUMBING WHERE REQUIRED NYS RESIDENTIAL CODE COMPLIANT STAIR t C0• /. i /�2• �� HANDRAIL Z7!T- 4 SF 2 CONCRETE ENTRY STAIRS " x� I ` _ = <v� , (SEE DETAIL 6/A1.1) 259 SF ``� co ' 2 6X6 WOOD POST ALIGNED @ t0 ' ; A3.1 W/ BEAM ABOVE t FOUNDATION WALL BELOW, EXTEND TO ROOF 131. EXTERIOR FACE OF NEW '6 1 WALL t0 ALIGN W/ LINE OF 3`•0• SIDE YARD SETBACK 3,- 1. ,_ 3`•0• tp NEW 8' X 8' TIMBER POSTS 3,,b• DN h ALIGNED W/FOUNDATION °' PIERS BELOW. 2�'�' //2• , NEW EXTERIOR DECK t0 U • REPLACE EXISTING, W/ 2X6 TDN DN DECKING, NYS RES. CODE 1 I 5 1 f=L.00R N:FL. COMPLIANT HANDRAIL PeterCaradowArchitects Al2 1170 SF SCALE: 1/4' = 1'-0' 41 route 25a l 2 m NEW NYS RES. CODE east eetauke:t, N 11133 A3.1 A2 COMPLIANT STAIR < 631:/89.1120 23'_8 3� � HANDRAIL pcfax.- aao�p?41 a.com 4 Issued: DATE ISSUE 1 it/S/il Buildin Permit Yell NDOW 5G�IEDUL ID MODEL " TYPE FRAME MAT'L FRAME PM ROUGH OPENING SILL QTY pNIT_ RE,q GLAZINGAU SHGC EGRESS Al IAWN2523 AWNING ULTREX WOOD 2'-1' X P-11 5/8' 4'-6' 1 3.85 SF 234 SF 030 050 NO Bl IAWN4923T AWNING ULTREX WOOD 4'-1' X 1'-I1 5/8' 4'-6' 2 1-11 SF 532 SF 030 050 NO 52 IAWN4923T AWNING ULTREX WOOD 4'-i' X 1'-I1 5/8' 0'-6' 2 111 532 SF 030 050 NO Ci IALLN3"123 AWNING 3 ULTREX WOOD '-i' X 1'-i1 5/8' 4'-6' 2 5.'18 3.83 SF 030 050 NO PLUMBING FIXTURES, APPLIANCES, ACCESSORIES, C2 IAWN3-123 AWNING ULTREX WOOD 3'-1' X 1'-11 5/8' 0'-6' 1 5l8 SF 3.83 SF 030 050 NO t FINISHES TO BE SELECTED BY OWNER D IAC3-I59 CASEMENT ULTREX WOOD 3'-1' X 4'-I1 5/8' 2'-0' 2 14.718 SF 1154 SF 030 050 YES E CUSTOM STATIONARY ULTREX WOOD S-2' X V-I1 5/8' 2'-9' 1 8.6'1 SF 659 SF 030 050 NO F ICA3141 CASEMENT ULTREX WOOD 3'-1' X 3'-11 5/8' 2'-9' 6 11.18 SF 896 SF 030,0150 YES G IAWN4919 AWNING ULTREX WOOD 4'-1' X i'-'1 5/8' 6'-10' 2 636'-6 3/4' 8 SF 4.13 SF 030 050 NO - rev sion: �. 6• " DATE ISSUE H ICAi'14-1 CASEMENT ULTREX WOOD 1'-5' X 3'-11 5/8' 2'-6' 1 5b2 SF 3.14 Sr- 030 050 NO - - J ICA3143 CASEMENT ULTREX WOOD 3'-1' X 31--13/4' 3'-4' 1 10.61 SF 8.13 SF 030 050 `'YE$ � K CUSTOM STATIONARY WOOD WOOD 6'-1' X 2'-0 1/2' 12'-2' 2 12.0 SF Sfoo SF 030 050 NO O Q NOO L IAWN3119 AWNING ULTREX WOOD 3'-1' X 1'-1 5/8' 3'-6' 2 4.18 SF 2.9'1 SF 030 050 NO d d `�' BATHROOM 2,, MECHANICAL O ?•8 /�. Nl ICAiIII CASEMENT ULTREX WOOD 1'-5' X 5'-11 5/8' 4'-0' 1 "1.90 SF 4.94 SF 030 0.50 NO ,,,� 8' O IAWN4119T AWNING ULTREX WOOD 3'-5' X 1'-1 5/8' 8'-0' 1 531 SF 336 SF 0300.50 NO 5�"0' - 1'-3 i/2' P ICA2941 CASEMENT ULTREX WOOD 2'-5' X 3'-11 5/8' 2'-6' 1 9.16 SF 6.63 SF 03010-50 1 cres T IAWN2921 AWNING ULTREX WOOD 2'-5' X 2'-3 5/8' 6'-61 521 SF 3.41 SF 030 JOBO U CUSTOM STATIONARY ULTREX WOOD 1'-2' X 5'-11 5/8' 2'-0' 1 6b'1 SF 3.65 SF 030 050 NO P. / -� 3• %0 CABINETS t COUNTER t0 BE NOTES: •/i °� a SELECTED BY OWNER 1. WINDOWS t0 BE INTEGRITY FROM MARVIN STORM PLUS WOOD ULTREX WINDOWS ENERGY STAR RATED FOR NORTHERN ZONE UNITED STATES. 2. ALL GLAZING t0 BE DOUBLE PANE INSULATING GLASS LoE3 366 ARGON FILLED UNLESS OTHERWISE NOTEDO 2'- 1 architect seal: 3. FULLY FLASH ALL WMoW AND DOOR OPENINGS, INCLUDING PAN FLASHING At SILLS, SiDE FLASHING THAT EXTENDS OVER PAN FLASHING, AND 3110, _ GAS STOVE TO BE SELECTED BY TOP FLASHING THAT EXTENDS OVER SIDE FLASHING. 4 OWNER GAS SERVICE/TANKS TO BE / • PROVIDED. STOVE TO BE VENTED 21 0' TO EXTERIOR 6,,3• 10 @ �o® S� �DUIs�•� 21 0, � DR DOOR SIZE ACTION SWING MATERIAL ROOM NOTES 3,•01 KITCHEN NO. DOOR FRAME THRESHOLD @ 1 3'-0' X 6'-8' LEFT PUSH HiNGED SINGLE WOOD WOOD ALUMINUM ENTRY EXTERIOR INSULATED 2 3'-0' X 6'-8' LEFT PUSH HiNGED SINGLE WOOD WOOD NONE ENTRY INSULATED ENL.AR6ELO) .4 l�2' Job no.: - 9ro 3 5'-0' X 6'-8' CENTER PUSH HiNGED DOUBLE GLASS WOOD ALUMINUM DiNNING EXTERIOR INSULATED 5 2'-0' X 6'-8l LEFT PULL WMED SINGLE WOOD WOOD NONE CLOSET HOLLOW CORE 2 Ir-LwOCR f=LwAN. Job name: milazzo 6 2 -6 X6 -8 LEFT PUSH HiNGED SINGLE WOOD WOOD NONE BEDROOM SOLID CORE Z 2'-0' X 6'-8' LEFT PUSH HiNGED SINGLE WOOD WOOD NONE CLOSET HOLLOW CORE Al2 SCALE: 1/2' = 1'-0' date: 2011 Nov. 0S 8 21-0' X 6'-8' RIGHT PUSH HINGED SINGLE WOOD WOOD ALUMINUM BATHROOM SOLID CORE 9 2'-0' X 6'-8' LEFT PULL HiNGED SINGLE WOOD WOOD NONE W.G. SOLID CORE drawn by: 10 3'-0' X 6'-8' RIGHT PUSH HiNGED SINGLE STEEL STEEL ALUMINUM MECHANICAL 15 HR FiRE RATED 11 5'-0' X 6'-8' NONE CASED OPENING N/A WOOD NONE LIVING CASED OPENING scale: 12 3'-0' X '-8' RIGHT PULL HINGED SINGLE WOOD WOOD NONE CLOSET HOLLOW CORE a S noted 61 13 2'-6' X 6'-8' RIGHT PUSH HiNGED SINGLE WOOD WOOD NONE BEDROOM SOLID CORE raving no.: 14 3'-0' X 6'-8' RIGHT PULL HINGED SINGLE WOOD WOOD NONE LAUNDRY HOLLOW CORE 15 2'-0' X 6'-8' LEFT PUSH HINGED SINGLE WOOD WOOD ALUMINUM BATHROOM SOLID CORE 16 i'-6' X 6'-8' LEFT PULL HINGED SINGLE WOOD WOOD NONE CLOSET HOLLOW CORE 1-1 2'-6' X 6'-8' LEFT PUSH HiNGED SINGLE WOOD WOOD NONE BEDROOM SOLID CORE • WOO NONE CLOSET HOLLOW CORE ETER 18 31-0. 0 X 6 8 RIGHT PULL HINGED SINGLE WOOD D 19 2'-6' X 6'-8' LEFT PUSH HINGED SINGLE WOOD WOOD ALUMINUM ROOF DECK EXTERIOR INSULATED J� 20 8'-0' X 6'-8' SLIDER SLIDER GLASS WOOD ALUMINUM ROOF DECK EXTERIOR INSULATED 21 31-01 X 6 -8 RIGHT PULL HINGED SINGLE WOOD WONONE CLOSET HOLLOW CORE RCHITECT5 { 2 2 1 A13 A2 A32 ALL LESENI;) 48'-0 1/2' Ivo FOUNDATION WALL: CAST IN PLACE 1/2' W. 8" REINFORCED CONCRETE WALL, ' d E DETAILS RCED BAR,NCRETE N I6" X 2 -0 3 -0 9 -3 � 2 14-4 - 5 -1 1/2 4 -6 8REINFORCED CO PROVIDE BEAM POCKETS FRAMED - FOOTING. EXTERIOR SHEATHING AS IN SIP WALLS FOR TIMBER OPENING % I PER BUILDING ELEVATIONS. BEAMS � — —O— — — — — — � NI LOAD BEARING WALLS: VERMONT TIMBER FRAME 6.5" STRUCTURAL L--------i 10'-1 1/2' - - -- -- -- -- ENSURE LEVEL OF SECOND INSULATING PANEL. EXTERIOR 6'-10 11'-1 1/4' / FLOOR ALIGNS W/ LEVEL OF SHEATHING A5 PER BUILDING � INSTALL WATER RESISTANT I / ROOF DECK GYP. BD. IN ALL WET i I m 4 / ELEVATIONS. INTERIOR i LAYER ROOMSI 2' 5/8" IMPACT RESISTANCE GYP U —! BOARD W/ ZERO VOG PRIMER 4 • I PAINT FINISH. (5EE PLANS) Q) S3 ,i/ r k w4 v / r n / / LOAD BEARING WALLS: 2X6 WOOD �- BEDROOM °Q / 5TUD5 a 16" O.G. (U5E EXI5TING z 1 i ("4 %'0 / / / BEDROOM .,�' WHERE APPROPRIATE) W/ MIN R-IQ 139 SF40 ITY ATED 5HEA INSULATION NG MIN CONTINUOUS INSULATED R-4. EXTERIOR FINISH AS PER BUILDING N ELEVATIONS. INTERIOR I LAYER N B1 _ Iq, G 5/8" IMPACT RESISTANCE YP2 +' A32 BOARD W/ ZERO VOG PRIMER 4 •— O PAINT FINISH. (SEE PLANS) V -6 _ @ ' / I S WOOD DECKM ON NEW 2 ROOF DECK INTERIOR PARTITION WALL: 2X4 WOOD STUDS ® 161, O.C. W/ (1) 37•_ LAYERS 5/8" GYP BD EACH SIDE 4 R ��/ I ZERO VOG PRIMER d PAINT FINISH 3 A4.1 I y 9'-6. d (SEE PLANS), ACCOMMODATE 4• NYS RES. GODS � � / k 4 / � COMPLIANT HANDRAIL iq / / M8 PLUMBING WHERE REQUIRED R r" 2'-6� F' / NYS CODE COMPLIANT -- RL/ // v rya► HANDRAIL AROUND ENTIRE 3 N��4v / ICI ROOF DECK k A13 �k OPEN TO BELOW _to 41 1 ry L , k� 2 / 2 to N / �Q A3.1 N / A2 30,•8 /�• 6,-10, � � � _ / �� 00 U ECCN� 1 L®® FLAN ? PetarCaradossArchitects 1 41 route 25a A13 482 SF SCALE: 1/4' - 1'-0' east aetauket, Ing 11133 1 2 phone: 631.&IM1120 A3.1 A2R fax: 631.&892241 M . pcaradonna*pcataz m �y Issued: IP DATE ISSUE 1 11/6/11 15uIldincl Permit ALIGN W/ ADJACENT SURFACES TREADS t RISERS 2X MIN SUBFLOOR ?NOSING, CHAMFER END 1 1/2' WOOD HANDRAIL 1 ' (3) 2X12 GIRDER SECURE BOTTOM OF STAIR EXPANSION BOLT TO FLOOR BELOW STEEL BRACKET 2X4 BLOCKING revision: SOLID BLOCKING DATE ISSUE PLUMBING FIXTURES, FINISH UNDER STAIR, FACE OF GYP. BD. QUIREc y APPLIANCES, ACCESSORIES, AS RED. N � t FINISHES TO BE SELECTED BY OWNER e' 4 5T AR" I 1:;�ETAILr5 Nl:�RAIL ALL WALLS IN WET ROOMS SCALE: 1/2' = i'-0' ,413 SCALE: 1' = I'-0' /,•i/ 2'•8• t0 HAVE NON-PAPER FACED 6• BOARD �v lot STAINLESS STEEL 4X(o WOOD WOOD 14AN15RAIL THREADED TERMINAL, POSTWOOD BLOCKING zzlz LONG SHANK CA$EL BETWEEN POSTS architect seal: • DN WALL MOUNTED WOOD / @ HAND ---- -- 4X4 WOOD POST I5 2-g, RAIL END FITTING STAINLESS STEEL • FLOOR MOUNTED WOOD AOLL BENDS TECTOR SLEEVE 1 HANDRAIL O N CABLE PROVIDE DRAIN t PAN FOR STAINLESS STEEL 3 � � END FITTING LAUNDRY THREADED TERMINAL, NYS CODE COMPLIANT 4X6 WOOD LONG SHANK CABLE Job no.: 05-0 g& WOOD STAIR POST - ----- - • '-8' `.`:':: _ END FITTING `�. 2X6 WOOD POST 6• WALL MOUNTED WOOD Job name: m i la zzo HANDRAIL QUICKSTAINLESS CONNECSTEEL STAINLESS STEEL QUICK CONNECT CAP date: 2011 Nov. $ CABEL END FITTING drawn by: E;}� I scale: as noted NOTE= ENLAR6E=)' OFFSET DRILL HOLES 1/2' drawing no: 3 ��AR I �I � MIN SO FITTINGS WILL NO 2 S O® I Z;) f=L00R FLAN Ai3 SCALE: 1/2' = 1'-0' CONFLICT INSIDE POST ' A13 SCALE: 1/2' m 1'-0' F=q � 1 .03 1ETER 6C A B HAS I ILS A13 INSTALL PER MFR. SPEC. ONNA N.t.S. CHIIRTECT& 2 A2 SNAP-CLAD STANDING SEAM METAL ROOFING, COLOR t0 BE SELECTED BY OWNER, INSTALLED AS PER MFR SPEC. INSTALL ICE 4 WATER SHIELD OVER ENTIRE -- ---- --- r COLD ROOF r i r INSTALL COLD ROOF: -6f OVER SIP ROOF, (1) LAYER / r � 3/4' PLYWOOD OVER 2X4 r / } SLEEPERS 16' Q)O.C. ; �' ; r (y N N i i p � OL A2 i r N •' N rIL INSTALL GUTTERS, COLOR __L/ i i U TO MATCH ROOFING. r � r r APPLY LAYER OF 30 LB r ROOFING FELT OVER 61P ' r r � J IMMEDIATELY AFTER �' `n CODE COMPLIANT HANDRAIL INStALLAtiON , � r ; AROUND ENTIRE ROOF DECK. r r 'r r 10' SIP PANEL ROOF, ; INSTALLED AS PER MFR. _ SPEC. _ r 3 _ A2 INSTALL GUTTERS, COLOR U TO MATCH ROOFING. PeterCa ra donna Architects 41 route 25a 1 ®®fo= FLAN east setauket, rig 11133 phone: 631/oMI120 A1.4 SCALE: 1/4' = 1'-0' fax: 631.6892241 2caradonn10 .com A2 p �1a Issued: *' DATE ISSUE 1 11/8/11 5ulldincl Permit NAILING SCHEDULE TAKEN FROM STANDARD FOR HURRICAN SISTANT RESIDENTIAL CON MACTION 661 - NAt I L I NCG 5CHEDULE CONNECTION FASTENER NUMBER OR SPACING DEi"iOL I T I ON NOTES. CONNECTION FA5TENER NUMBER OR 5PACINCG WOOD SMICTuRA- PANEL < 60 COMMON (WALL) 6' O.G. EDGES AND 12' 1. DEMOLITION WORK SHALL BE DONE IN STRICT CONFORMANCE WITH JOIST TO BAND JOIST, FACE NAIL 16D COMMON 3 PARTICLEBOARD ROOF t WALL 50 COMMON (ROOF) O.G. INTERMEDIATE LOCAL AND STATE REGULATIONS, INCLUDING ALL PERMITS AND UTILITY JOIST TO SILL OR GIRDER, 'TOE NAIL 8D COMMON 3 SHEATHING 1/2' OR LESS CUTOFFS. 19/32' OR GREATER 8D COMMON 2. THE CONTRACTOR SHALL At ALL TIMES PROVIDE PROTECTION AGAINST BRIDGING t0 JOIST, TOE NAIL EACH END 8D COMMON 2 O.G. INTERMEDIATE I X 6 OR LESS SUBFLOOR TO EACH JOIST, FACE NAIL 8D COMMON 2 5/16' -1/2' 16 GA GALVANIZED WIRE STAPLES,3/S' 4' O.C. EDGES AND 8' WEATHER - RAIN, WIND, STORM, FROST, SNOW AND HEAL - SO AS t0 6 SUBFLOOR TO EACH JOIST, FACE NAIL 8D COMMON 3 MIN.GROWN.LENGTH OF 1' PLUS O.G. INTERMEDIATE MAINTAIN ALL WORK, MATERIALS, EQUIPEIM R AND FIXTURES FREE FROM OVER 1 X WOOD STRUCTURAL_ PANEL OR DAMAGES. REPAIR ANY DAMAGE t0 THE PROPERTY OF THE OWNER 2 INCH SUBF1-ooR t0 JOIST < GIRDER, BLIND FAGS t NAIL 16D COMMON 2 WHiCH IS to REMAIN IN USE, OR THAT OF ANY PERSON, OR PERSON ON OR revision: PARTICLE BOARD THICKNESS OFF THE SITE CAUSED BY THE DEMOLITION WORK WITHOUT ADDITIONAL DATE ISSUE SOLE PLATE t0 JOIST OR FLOCKING, FACE NAIL 16D COMMON 16O.C. 19/32' -3/4' 16 GA GALVANIZED WIRE STAPLES,3/8' 2' O.C. EDGES AND 5' EXPENSE TO THE OWNER TOP OR SOLE PLATE t0 STUDD, END NAIL 80 COMMON 2 MIN.CROWN.LENGTH OF 1' PLUS O.C. INTERMEDIATE j WOOD STRUCTURAL PANEL OR 3. PER=OR'1 THE DEMOLITION WORK IN SUCH A MANNER AS t0 PREVENT . STUD t0 SOLE PLATE, TOE NAIL 8D COMMON 4 PARTICLE BOARD THICKNESS FIRES. REMOVE ACCUMULATED DEBRIS PROMPTLY. DISPOSAL BY DOUBLE STUDS FACE NAiL 100 COMMON 24' O.C. FIBERBOARD SHEATHING 11/2' 1 1/2'GALVANIZED ROOFING NAIL 3' O.0 At EDGES BURNING WILL NOT BE PERMITTED SITE. ALL DEBRIS SHALL BE 25/32' 6D COMMON NAIL 6' At OCHER BEARINGS DISPOSED OF IN A LEGAL, WORKMANN SITE. MANNER DOUBLED TOP PLATES, FACE NAIL 10D COMMON 16' O.C. I 0 GALVANIZED 3 ROOFING NAIL 1 O.G. T EDGES TOP PLATES, LAP AND INTERSECTIONS FADE NAIL - 2-160 OR 3-100 COMMON SD COMMON NAIL 4. ALL SAVAGEABLE MATERIALS AND EQUIPMENT INCLUDING FIXTURES, 6' O.G. AT OTHER BEARINGS FURNISHING AND DECOR ITEMS SHALL BE STORED AND PROTECTED LOAD PATH DIA 6RAM CONTINUOUS HEADER, TWO PIECES 16D COMMON 16' O.G. ALONG EACH EDGE GYPSUM SHEATING it GA 1 1/2' GALVANIZED 4' O.0 At EDGES FROM DAMAGE UNTiLL THE OWNER DETERMINES THE COURSE OF ACTION CEILING JOIST TO PLATE, TOE NAIL 80 COMMON 3 1/2' 7/16' HEAD VAT OTHER BEARINGS t0 BE TAKEN WITH SAME. 5/8' 11 GA 1 3/4' GALVANIZED 4' O.G. At EDGES CONTINUOUS HEADER t0 STUD TOE NAIL 8D COMMON 3 7/16' HEAD 8' O.G. At OCHER BEARINGS 5. PROTECT AND MAINTAIN EXISTING UTILITY LINES WHICH ARE TO REMAIN IN SERVICE IN SUCH A MANNER AS to AVOID INTERRUPTION OF THESE CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL - 3-16D OR 4-10D COMMON GYPSUM WALL BOARD 13/5' DRYWALL NAIL -I' O.0 ON CEILINGS ELL RAFTERS, FACE NAIL - 3-160 OR 4-100 COMMON 1/2' 1 1/2' DRYWALL NAIL 6' O.0 ON WALLS WORK GAP OFF ALL UTILITY LINES TERMINATED O THE DEMOLITION CEILING JOIST t0 PARAL RAFTER t0 PLATE TOENAIL SD COMMON 3 5/8' '1' O.C. ON CEILINGS WORK IN A MANNER APPROVED BY LOCAL AUTHORITIES AND UTILITY architect seal: 8' O.G. ON WALLS COMPANIES HAYING JURISDICTION. CEILING JOISTS TO PARALLEL RAFTERS FACE NAIL 3-10D 3 PARTICLEBOARD SIDING 6D4 6. PROVIDE DUST TIGHT PARTITIONS BETWEEN AREAS WHERE RAFTER t0 PLATE TOE NAIL 2-16D 2 E06' -1/23 8D4 DEMOLITION WORK IS BEING PERFORMED AND AREAS WHICH ARE 5/8,5 804 FINISHED OR IN USE THAT THE EXISTING AREAS TO REMAIN WILL BE LEFT I INCH BRACE TO EACH STUD AND PLATE, FACE NAIL 8D COMMON 2 3/416 FREE OF ALL DUST AND DEBRIS AS A RESULT OF THE CONSTRUCTION I X 8 OR LESS SHEATHING To EACH BEARING, FACE NAIL 8D COMMON 3 HARDBOARD LAP SIDING CORROSION-RESISTANT WITH 16' O.G. At TOP AND OPERATIONS. OVER 1' X 8' SHEATHING t0 EACH BEARING FACE NAIL 8D COMMON 3 DIRECT TO STUD55 MNIMUM SHAW DIAMETER OF BOTTOM EDGES '1. LEAVE EACH AREA BROOM CLEAN UPON COMPLETION OF WORK EACH DOSS INCH AND MNiMUM HEAD DAY. BUILT UP CORNER STUDS 16D COMMON 24' O.C.TOP 4 50TTOM AID DIAMETER OF 0240 NCH 8. PATCH ALL EXISTING FINISHES TO REMAIN THAT ARE AFFECTED BY BUILT UP GIRDERS 4 BEAMS, OF (3) MEMBERS 20D COMMON 32 O� `��RED 2 ENDS 4 FACW SPICE HARDBOARD LAP SIDING 10 ION-RESISTANT WITH 16' O.C. At TOP AND ADJACENT DEMOLITION WORK MATCH MATERIALS, COLORS, ETC. t0 THE WOOD 5TRUCTURAL PANr-L5 AND OVER SHEATHING MNhRIM SHANK DIAMETER OF 0099 BOTTOM EDGES SATISFACTION OF THE OWNER MCH AND MINIMRIM HEAD DIAMETER 9. PROVIDE ALL NECESSARY TEMPORARY SUPPORTS AS MAY BE OF 0240 MCH REQUIRED PRIOR TO THE INSTALLATION OF NEW STRUCTURAL ELEMENTS Job no.: 15/32 , i/2 6D COMMON NAIL (ANNULAR OR (0 1 O.C. EDGES AND 12 O.C. HARDBOARD PANEL b CORROSION-RESISTANT WITH 6' O.G. AT EDGES 4 12' REQUIRED BY THE DEMOLITION WORK SHOWN HER=ON. SPIRAL THREAD) INTERMEDIATE SIDING DIRECT to MIN"SHANK DIAMETER OF O.G. AT INTERMEDIATE Job name: milazzo 19/32' -3/4' 8D OR 6p ANNULAR OR 6' O.C. EDGES AND 12' O.G. STUDS 01x92 MCH AND MIN"HEAD SUPPORTS SPIRAL THREAD) INTERMEDIATE DIAMETER OF 0.225 NCH date: 2011 Nov. 06 10D COMMION NAIL OR 80 ANNULAR 6' O.G. EDGES AND 6' O.C.IN 2 OR SPIRAL THREAD) INTERMEDIATE HARDBOARD PANEL SD ION-RESISTANT WITH 6 O.G. At EDGES t 12 N O.C. GES AND -I' O.C. SIDING OVER MIN"SHANK DIAMETER OF OL.. A I INTERMEDIATE ' SHEATHING 01x92 MCH AND MIN"HEAD SUPPORTS O drawn by: MINIMUM CROWN 15/81 LENGTH INTERMEDIATE 19/32', 5/8' 16 GA GALVANIZED WIRE STAPLES, 3/8' 2 1/2' O.G. EDGES AND 4' O.G. DIAMETER OF 0225 MCH MINIMUM CROWN 15/8' LENGTH INTERMEDIATE DEFLECTION LIMIT TABLE ® ® acs le: a s noted STRUCTURAL MEMBER ALLOWABLE DEFLECTION � ® drawing no.: ROOF RAFTERS L/180 ® ® CLIMATIC 4 GEOGRAPHIC DE51 GN CRITERIA INTERIOR WALLS/PARTITIONS H/180 �Lv�o 1 tv4 GROUND WIND SEISMIC SUBJECT TO DAMACGE FROM W INTER I CE SHE I LD FLOOD WIND—BORNE FLOORS a CEILINGS 1-/360 ETER,1 SNOW SPEED ,DES 1 GN DESIGN UNDERLA�YMENT HAZARDS DEBRIS ZONE OTHER STRUCTURAL MEMBERS L/240 A� DEPTH 4-e• LOD CA�TA&ORY WEATHERING DEE FROST LINE PTH TERMITE DECAY TEMP REG2U I RED NOTES: 1- = LENGTH OF SPAN 45 PSF 110 MPH B SEVERE 3 Ft MOD-HEAVY SLIGHT t0 MOD 11 F YES NO ZONE 1 H = HEIGHT OF VERTICAL SPAN PLYWOOD ZONES CHIIRTECT5 1 A4.1 - - - - - - - - - - - - - - - - (EL. 31'-29 PAG-GLAD SNAP-CLAD STANDING - - - - - - - - - - SEAM METAL ROOFING, INSTALLED AS PER MFR SPECS, COLOR TO BE ­T 1 SELECTED BY OWNER I 2X6 FRAMED WALL W/MIN R-20 INSULATION, WHOLE BUILDING HOUSE TIMBER BEAMS I WRAP 4 CLADDING (SEE ELEVATIONS) INSTALL ICE 4 WATER SHIELD OVER ENTIRE ROOF. 1/2' PLYWOOD SHEATHING OVER 2X12 � GOLD ROOF ON 2X4 SLEEPERS A 16' I I FLOOR JOISTS * 16' O.G. V O.C. I \\ ALIGN LEVEL OF 2ND FLOOR 4 ROOF 30 LB FELT OVER 10' S.I.P. ROOF DEGK PANELS, ALL JOINTS t0 BE AIR I iBEDROOM / \\ BEDROOM `- } z SEALED , NYS CODE COMPLIANT HANDRAIL Q� I I (1) LAYER 5/8' GYP BD, WALLS 4 I / N 11 CEILING, TAPE 4 SPACKLE, PRIME 4 I / ROOF DECK TO BE PITCHED AWAY PAINT, TYP. FROM HOUSE MIN 1/4' PER FOOT N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - .— (EL. 23 -4t) 3 I TIMBER BEAMS U 6' S.I.P. WALL PANELS, ALL JOINTS TO IL BE AIR SEALED, WHOLE BUILDING: I I (1) LAYER 5/8 GYP BD, WALLS 4 WRAP 4 CLADDING (SEE ELEVATIONS) I \\ I // 1/2' PLYWOOD SHEATHINGa OVER 2X12 I \ ( / / CEILING, TAPE 4 SPACKLE, PRIME 4 L J. PAINT, TYP. \ FLOOR JOISTS 0 16' O.C., gFpROqM I \ I / dg�. / KITCHEN LIVINGS MiN R-30 INSULATION IN FLOORo000 I I INSTALL WiNDOWS AS PER MFR SPEC EXPOSED FOUNDATION WALL COATED I / I \ 2X6 FRAMED WALL W/ MIN R-20 W/ STUCCO FINISH I I \\ INSULATION, WHOLE BUILDINGS HOUSE WRAP 4 CLADDING (SEE ELEVATIONS) - - - - - - - - - - - - - - - - - -- l£L. 14'-2'0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CEL. 12'-09 _ - - - - - - - - - - INSTALL FLOOD VENTS IN FOUNDATION 4' REINFORCED CONCRETE SLABI CRAWL SPACE _ - - - _ _ - CRAWL SPACE WALL AS INDICATED ON FOUNDATION PLAN .. (EL. B'-0') — 75 1 I I =1LI - i REINFORCED CONCRETE FOOTING 4 FOUNDATION WALL }- - I . , , 11 1 II � � � � � iiia I I 111111 1 1 I I I I , ...e_ I--� I-�-- �I� �� �� � — � - -I �-I— �� — � �� Ig-e •,•'• I � i III—III I II 1I I EI I PeterCaradonnaArchitects 41 route 25a east setauket, ny 11133 1 � �� I ON phone: 631.689.1120 fax: 631.6892241 A2 SCALE: 1/4' = 1'-0' pcaradonna,pcaiarcom Issued: " DATE ISSUE 1 11/8/11 5ulldinci Permit INSTALL ICE 4 WATER SHIELD ' OVER ENTIRE ROOF. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - IEL. 31'-2') 10' S.I.P. ROOF PANELS, ALL JOINTS TO BE AIR SEALED PAC-CLAD SNAP-CLAD STAND ING SEAM METAL ROOFINGS, INSTALLED AS ROOF 2 4 WALL PANELS AS PER MFR A4.1 revision: SPECS, COLOR TO BE - - ! SELEGTIED BY OWNER 03 � � DATE ISSUE - »3 ❑o 3' O.C. (TOTAL NUMBER TO BE e DETERMINED BY OPENING SIZE 4 'NON TIMBER BEAMS STIRRUP DISTANCE' I (1) LAYER 5/5' GYP BD, WALLSI NYS CODE COMPLIANT HAND RAIL (1) % BAR TOP 4 BOTTOM 4 CEiLI G, TAPE 4 SPACKLE, PRiME 4 PAINT, TYP. 1/2' PLYWOOD SHEATHING NON STIRRUP OVER 2X12 FLOOR JOISTS DISTANCE VERTICAL REINFORCEMENT 0 SIDE 16' O.G. OF OPENINGS. (1) 05 BAR EXTEND TO I FULL HEIGHT OF WALL. - - - - - - t - - - - - (EL. 2 3'-4't) I I 6' S.I.P. WALL PANELS, ALL 2' X 14' TIMBER BEAM architect sea I: JOINTS TO BE AIR SEALED, I PENIN WHOLE IBUILDING WRAP 4 / \ 6' X 6' TIMBER POST CLADD ZING (SEE ELEVATIONS) / \ I I 6' S.I.P. WALL PANELS, ALL JOINTS TO 1/2' PLYWOOD SHEATHINGS KITCHEN / \ BE AIR SEALED, WHOLE BUILDING OVER 7X12 FLOOR JOISTS I I WRAP 4 CLADDING (SEE ELEVATIONS) 16' O.C. MIN R-30 INSULATION IN \ / ( FLOOR \ / I I REINFORCED CONCRETE PIER, TO ALIGN W/ COLUMN ABOVE - - - - - - (EL. 14'410 REINFORCED CONCRETE FOOTING 4 Ak wir," GRADr= - - - - - - -- - -- -- - - -- - -- - - - - - - - - - - - - - - - - - - - - -- FOUNDATION WALL C0NCf=,4o.*ETE CFENIN6 Job no.: -Q, gipI7- - - - - -[fj T - - - - - 3 7 I 0 job name: CEL. 12 -�0 ) 4' RE INFORCED CONCRETE SLAB A2 SCALE: N.T,S. J 111 f a ZZO - - - - - - - - - - - - - - - - - - - - - - - - r- date: ZQ»� drawn by:-w--R MIMI eh scale: as noted I I I = — —=1 I I I — _— IEI I = —MITdrawing no.: A :ETEfR A2 SCALE: 1/4 1 -0 Rk-CHITECT6 PAG-CLAD SNAP-CLAD STANDING SEAM METAL ROOFING, INSTALLED AS PER MFR SPECS, COLOR TO BE SELECTED BY OWNER /ik ROOF - - - - - - - - - - (EL. 3'i'-29 PROVIDE LEADERS < GUTTERS (SEE INSTALL ICE t WATER SHIELD OVER ENTIRE ROOF. ROOF PLAN) RUNOFF t0 BE DIRECTED O NEW DRY WELLS CEDAR RAIN-SCREEN INSTALLED EX'T'END CEDAR CLADDING PAST c OVER 1 X 1 SLEEPERS BEARINGS WALL, SEE FLOOR PLANS U NYS CODE COMPLIANT HANDRAIL FOR > Z ROOF DECK NEW STORM PLUS MARVIN NEW STOF41 PLUS MARViN WOOD WOOD ULTREX INTEGRiTY WINDOWS, SEE WINDOW - - - -- ------ ULTREX INTEG=RITY WINDOWS, SEE WINDOW SCHEDULE N — SCHEDULE. in O 3 (EL. 23'-44) - U HARDI BOARD CLAPBOARD SIDINGS, HARDI PANEL SIDINGS, _ COLOR < STYLE t0 BE SELECTED BY COLOR TO BY OWNER BE SELECTED F F F OWNER. - - NYS CODE COMPLIANT HANDRAIL FOR STUCCO FINISH OVER WOOD DECK EXPOSED CONCRETE FOUNDATION WALL NYS CODE COMPLIANT WOOD STAIRS E HANDRAIL (EL. 14'-2'1) STUCCO FINISH OVER EXPOSED .. . ..,........ CONCRETE FOUNDATION WALL (EL. 12'-09 II I • • II II FLOOD VENTS INSTALLED AS PER II I I I I I II MFR SPECS (SEE FOUNDATION PLAN) �. � - - - - - - - - - - - - I I I I I I I I I - - - - - - - - - - - - - - - - - - - - - - I —I- - - - �- -I - - - - - - - - -I— I 3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -firt - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I—I- - -1 — II - - - - - - - - - - r —I- - - - - - - - - �, (EL. V-0') —1 r4 L J PeterCaradormaArchitects 41 route 25a east setauket, ny 11133 phone: 631bSS,1120 1 5OU7H ELEVA71 O fax: 631b89.2241 pcaradowtpcaisEcom A3.1 SCALE: liV = 1'-0' Issued: * DATE ISSUE 1 11/8/11 15ulldincl Permit - - - - - - - - - - - - - - - - - - PAG-CLAD SNAP-GLAD STANDINGS PAG-GLAD SNAP'-CLAD STANDING SEAM METAL ROOFINGS, INSTALLED AS SEAM METAL ROOFINGS, INSTALLED AS PER MFR SPECS, COLOR TO BE WALL PANELS AS, PER MFR SPECS, SELECTED BY OWNER COLOR t0 MATCH ROOFING INSTALL ICE t WATER SHIELD OVER NEW STORM PLUS MARVIN WOOD revision: ENTIRE ROOF. ULTREX INTEGRITY DOORS, SEE DOOR * DATE ISSUE SCHEDULE. CEDAR IR AIN-SCREEN INSTALLED OVER I X 1 SLEEPERS �a NYS CODE COMPLIANT HANDRAIL FOR ® ROOF DECK NEW STORM PLUS MARVIN WOOD ULTREX INTEGRITY WINDOWS„ SEE WINDOW O O SCHEDULE. (EL. 23'-4':0 - - - - - - - - - - - HARDI 50ARD SIDINGS, STYLE t COLOR TO BE architecal: t Be SELECTED BY OWNER NYS CODE COMPLIANT D O HANDRAIL FOR WOOD O OO DECK FLOOD VENTS INSTALLED AS PER MM SPEC$ (SEE 82 82 C1 FOUNDATION PLAN) /hFiFz$TFr__ - - - - - - - - (EL. 14'-2`0 (EL. 12'-01') Job name: milazzo STUCCO FINISH OVER EXPOSED CONCRETE . . date: 20i1 Nov. 0$ FOUNDATION WALL drawn by: (EL. V-0') - - - - -- - _ L1—�I j I I I scale: as doted _ — — — — — — — — — — — — — A_ drawing no.: II I E - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - � o 2 EAST =L=\/A71 O A3.1 SCALE: 1/4' ■ 1'-0' RCHITECT5 PAC-GLAD SNAP-GLAD STANDING SEAM METAL ROOFING, INSTALLED AS WALL PANELS AS PER MFR SPECS, COLOR TO MATCH ROOFING - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (EL. 31'-2') FF FRAMED OPENING IN WALL EXTENDING NEW STORM PLUS MARVIN WOOD BEYOND THERMAL ENCLOSURE (SEE ULTREX INTEGRITY WINDOWS, SEE FLOOR PLANS) WINDOW SCHEDULE. N1 NEW STORM PLUS MARVIN WOOD > }- NYS CODE COMPLIANT HANDRAIL FOR LTREX INTEGRITY WINDOWS t FRENCH ROOF DECKO DOORS, SEE WINDOW t DOOR P SCHEDULES fj O HARDI BOARD CLAPBOARD SIDING, COLOR t STYLE TO 5E SELECTED 5Y N � B1 } :• l� � 3 OWNER ._ fj - - - - - - - - - - � ALU (EL. 23'-4't) FLOOD VENTS INSTALLED AS PER STUCCO FINISH OVER MFR SPECS (SEE FOUNDATION PLAN) EXPOSED CONCRETE FOUNDATION WALL (EL. 1.4'-2't) STUCCO FINISH OVER EXPOSED CONCRETE FT- :... FOUNDATION ,'h HIGH GRADE – – – – – – – – – – �. (EL. 12 -0 ) – . A. II I . ...... .: .... .:.. ... II - - - - - - - - - - - - - - - - - - - - - - - - - - .3 I � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (EL. B'-0') I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - II I 1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - � � I PeterCa ra donna Architects - - - - - - - - - - - - - - - - - - - - - - - 41 route 25a east aetauket, N 11133 Phone: 631.659.1120 N J,� I \ / fax: 631.659224'1 OR7 ice. XA710N pcaradormaepcatarcom A3Z SCALE: 1/4' = 1'-0' PAC-CLAD SNAP-GLAD STANDING Issued: SEAM METAL ROOFING, INSTALLED AS * DATE ISSUE iWALL PANELS AS PER MFR SPECS, I -11/8/1115ulidIncl Permit COLOR TO MATCH ROOFING – – – – – – – – – – – – – – – IEL. PAC-CLAD SNAP-CLAD STANDING SEAM METAL ROOFING, INSTALLED AS PER MFR SPECS, COLOR TO 5E NEW STORM PLUS MARVIN SELECTED 5Y OWNER WOOD ULTREX INTEGRITY revision: WINDOWS, SEE WINDOW — INSTALL ICE d WATER SHIELD OVER * DATE ISSUE SCHEDULE. O ENTIRE ROOF. _ _ PROVIDE LEADERS t GUTTERS (6EE ROOF PLAN) RUNOFF t0 5E DIRECTED TO NEW DRY WELLS WARD BOARD CEDAR RAIN-SCREEN INSTALLED CLAPBOARD SIDING, OVER 1 X I SLEEPERS COLOR t STYLE TO BE SELECTED 5Y OWNER U WINDOW AT STAIR LANDING t0 EXTEND A50VE 4 5ELOW ROOF SECOND FF- architect seal: MAINTAIN ADEQUATE HEADROOM . . OVER FRONT ENTRY DOOR STUCCO FINISH OVER O EXPOSED CONCRETE FOUNDATION WALL NYS CODE COMPLIANT CONCRETE STAIR (EL. 14'-2't) - - - - - - – – – – = - = - .. - - - - - Job no.: Job name:Aw 99A m i a zzo (EL. 12'-09 I I I i I II II I I date: 2011 Nov, 0a I II II I drawn by: scale: as noted � - - - - - - - - - - - - - - - - - - - - - - -� � I � drawing no.: - - - - - - - - -I ETEfR1 ,4vm3 ,v2-j 2 EBTELEVA710N �I A3Z SCALE: 1/4 1'-0" I `I SNAP GLAD STANDING SEAM METAL ROOFING, COLOR TO BE SELECTED BY OWNER NEW LEADERS t GUTTERS t0 MATCH ROOFING ICE t WATER SHIELD ON ENTIRE ROOF (1) LAYER 3/4' ROOF SWEATING Q� 0 2X4 SLEEPERS 0 16' O.C. SNAP CLAD STANDING SEAM METAL C: Z CONTINUOUS 30 LB FELT APPLIED ROOFING INSTALLED OVER GOLD ROOF V .0 OVER SIP IMMEDIATELY AFTER (ALL ROOFS) COLOR TO BE SELECTED INSTALLATION BY OWNER � d) 10' (NOMINAL) SIP ROOF PANELS (ALL PANEL JOINTS TO BE AIR } SEALED) Z ' METAL SOFFIT PANEL, TO MATCH ^ 10' (NOMINAL) SIP ROOF PANELS g ROOFING (ALL PANEL JOINTS TO BE AIR METAL FASCIA, TO MATCH ROOFING SEALED). APPLY 30 LB ROOFING N : FELT IMMEDIATELY AFTER N AIR BARRIER ON UNCONDITIONED SIDE INSTALLATION c� , NIOUS At TOP t 5 50TTOMPLATEL U 6' (NOMINAL) SIP WALL PANELS (ALL PANEL JOINTS TO BE AIR SEALED) GREENGUARD 'RAINDROP' HOUSE WRAP OVER S-I.P. AIR SEAL ALL CONNECTIONS W/ CAULK FULLY FLASH ALL ROOF/WALL OR SPRAY FOAM (EXTERIOR WALLS) INTERSECTIONS rt � 1X6 CEDAR BOARDS ON 1X1 FURRING STRIPS 0 4'-0' O.C. AIR SEAL ALL CONNECTIONS W/ CAULK OVER WHOLE BUILDING WRAP CONTINUOUS INSULATION, At BAND JOIST OR SPRAY FOAM (EXTERIOR WALLS) (ON EXTERIOR WALLS) FINISH FLOOR TO BE SELECTED BY 1X6 CEDAR BOARDS ON 1X1 OWNER k FURRING STRIPS 0 4'-0' O.C. 10' (NOMINAL) SIP ROOF PANELS OVER WHOLE BUILDING WRAP (ALL PANEL JOINTS TO BE AIR 1/2' PLYWOOD SUBFLOOR SEALED) 2X12 FLOOR JOISTS CONTINUOUS INSULATION AT BAND JOIST EXTERIOR INSULATED DOOR < FRAMED INTERIOR PARTITION W/ (1) LAYER 1/2' GYP. BD. EACH SIDE. (ON EXTERIOR WALLS) (SEE DOOR SCHEDULE) (1) LAYER 5/8' GYP. BD, WALLS t - CEILINGS, TYPICAL. TAPE t SPACKLE, PRIME t PAINT, COLORS TO BE INSTALL WINDOWS AS PER SELECTED BY OWNER MANUFACTURES SPEC. FULLY PeterCaradomaArchitects FLASHED 41 route 25a INTERIOR DOOR (SEE DOOR east eetauket, N 11133 SCHEDULE) /689.1120 CONCRETE STEPS t STOOP p�e: 631 (SEE DETAIL & AiD fax: 631/6892241 FINISH FLOOR TO 5E SELECTED BY pcaradonnaepcaiaz= OWNER TERMITE BARRIER ON ALL WOOD 1/2' PLYWOOD SUBFLOOR BELOW 3'-0' ABOVE Issued: FOUNDATION 8 DATE ISSUE METAL OR PLASTIC FASTNER FiNISH FLOOR t0 BE SELECTED 1 11/8/11 Building-15e-mit CONTiNIUOUS At ALL WOOD/CONCRETE AIR SEAL AROL44-D RIM JOiST BY OWNER CONNECTIONS ALC.NG EXTERIOR WALLS 2X12 FLOOR JOISTS 2X12 RiM BOARD W/ JOIST HANGERS FLOOR INSULATION OVER CRAWL CONTINUOUS DRIIP FLASHING SPACE, MIN R-30 ° X x Z--'x SEAL ENTIRE WALLTOUNDATION CONNECTION W/GASKET OR CAULK, NO WOOD INSTALLED BELOW I'-0' SEAL INTERIOR JOINT W/ CAULK AFTER ABOVE GRADE WALL ERRECTION ANCHOR BOLTS + 24' O.G. revision: —�. d ANCHOR BOLTS EVERY 24' O.C. FINAL GRADE TCO BE d DATE ISSUE l2) •5 TOP t BOTTOM BACKFILLED,TAMPED t CONTINUOUS PITCHED AWAYr FROM HOME At ° d d . 1/2' PER FOOT 1FOR 10 FEET. 05 BAR A 4'-0' O.G. 8' REINFORCED FOUNDATION WALL .4 8' CAST IN PLACE CONCRETE FOUNDATION WALL 4' REINFORCED CONCRETE SLAB W 6X6 WIA X WIA WWM At MID DEPTH OF — 16' X 8' CAST IN PLACE SLAB ° g CONCRETE FOOTING I ( — 6 MIL POLYETWELINE SHEETHING 4' CONCRETE SLAB WITH 6x 6' d LAPPED 6'-12' W2.9 x W2.9 Wal 3' SAND BED �— architect seal: d d 5' MIN COMPACTED POROUS FILL , 2X4 KEYWAY ° 16' X 8' CONCRETE FOOTING UNDISTURBED SOiL — UNDISTURBED SOIL Job no.: 05__0 9r0 Job name: milazzo 1 ALL 5EC71 Oil 2 L B C71 O 3 5 C 710 N date: 2011 Nov. 0a A4_1 SCALE: i/2' - 1'-0' A4_1 SCALE: 1/2' = 1'-0' A4.1 SCALE: 1/2' = 1'-0' drawn by: eh sca le: a s noted drawing no.: ETEfRL A 4,vl-i RCHI TE CTS 1/2' GYP BD FINISH URETHANE SEALANT J FASTENER *14 6' O.C. PEAK CAP 'Z' CLOSURE FIELD CUT METAL ROOF PANEL 6-112' SIPS WALL PANEL FASTENER 013 WATERPROOF 2' x 10' BLOCKING 3/4' PLl'UJOOD SUBFLOOR MEMBRANE STRUCTURAL CORROSION-PROOF TYPE TYPE 6-1/2' SIPS WALL PANEL CONTINUOUS SUBSTRUCTURE INSULATED PANEL 'W' BUGLE HEAD 1-5/8' SCREWS CLE At METAL ROOF PANEL NEW FLOORING TO BE FASTENER o13, (4) PER PANEL • CHOSEN BY OWNER 1' X 12' CONTINUOUS 10-1/4' SIPS ROOF PANEL tRi-BEAD CAPE SEALER FASCIA 3/4' PLYWOOD SUBFLOOR CRO55 5 2' X 6' EDGE BLOCKING HARDI SOFFIT 'SMOOTH' 12' X 1/4' CONTINUOUS SOFFIT PROVIDE 2' X 10' WOOD O CAP, 1J2' = I'_0' O BLOCKING AS REQUIRED FOR z 10-I/4' SIPS FLOOR PANEL DOUBLE 2' X 10' SPLINE FOR ROOF AND JOiSt HANGERS �42TYP. METAL ROOF PANEL V (113 +�t FLOOR PANELS AND DOUBLE 2' X 4' HARDIIRIM NLD 'SMOOTH SPLINE FOR WALL PANELS SIMPSO STRO PREMIERE SCREW STRON6TIE JOIST N 6-1/2' SIPS WALL PANEL V (5-1/2' X 3/49HAN6ERB R00f= PANES •- CONTINUOUS TRIM 1/2' GYP, BOARD FINISH 2' X 10' FLOOR JOISTS �. }- � / 16' O.G. Z -15 EX 'SMOOTH' ) HA (4' ?SALL 4 1/2' GYP BOARD - FINISH TO PEAK CAP - SEE DTL FASTENER "14 6' O.C. W EXPOSURE) HARDIPLANK P A SIDINGF2LOOR BE SELECTED BY OWNER 13, SHT A-6 LAP PANEL FANEL URETHANE SEALANT OT EAVEi�#e 4 i••OO METAL 'Z' CLOSURE FIELD CUT N 22 PANEL FASTENER "13, (4) PER PANEL I CONNECTION ,' ■ 1'_0' 3 CONNECT 1 ON (TYP' .) ,, ■ ,,_m. I 1 = 1 0 2 A42 STRUCTURAL INSULATED WALL E ROOF PANEL DETAIL A42 STRUCTURAL INSULATED PANEL DETAIL �42STRUCTURAL INSULATED PANEL DETAIL INSULATED ROOF PANEL WATERPROOF MEMBRANE TRI-BEAD TAPE SEALER 10 1/4' SIPS FLOOR PANEL �NALL PANEL/ 3/4' PLYWOOD LOOK .J0187 SUBFLOORING 150ME7RIC VIEA METAL ROOF PANEL 5 G ONNEC71ON 1' ■ 11_0. 1 O� PEAK G t0 SCALE. 10 1/4' STRUCTURAL 2' X 12' RIM BOARD W/ A42 STRUCTURAL INSULATED PANEL DETAIL A42 INSULATED PANEL SIMPSON JOIST HANGER 3/8 GAP FOR FOAM TYP. METAL ROOF PANEL ATTACH RIM BOARD t0 6 1/2' SEALANT (IFS) SIP WALL PANEL USING PANEL TOP OF BEAM t0 ANGLE SCREWS W/ 1' MIN. PENETRATION OF ROOF ISPA SEALANT JINTO STRUCTURAL SUPPORT -1/�4' 61PS ROOF PANEL (2) 2' X WOOD BEAMS LP ENGINEERED WOOD NEW (3) 1-3/4' x 14' 6 1/2' SIPS WALL PANEL 6 PRODUCTS - 'LPI 20111116' x 2 RIDGE BEAM 1/2' * 16' O.C. (WITHOUT WEB A4-2STIFFiNERS)FLOOR JOISTS 1/2' GYP BOARD - FINISH TO 1/2' GYP. BOARD FOR FOCKr=7 BE SELECTED BY OWNER CEILING UNLESS 6 1/2' SIPS WALL PANEL OTHERWISE NOTED �� °o 2' X 6' WOOD BLOCKING1/2' GYP. BOARD FRAMED 8 PLAN 1:�E7A I L 11 = 1�_0• ° ° 4x4 POST - 4x BEAM I C� ° ° ° ° AT CORNERS, 14-160 NAILS U �i O I ✓T f=L00R PANEL, AROUND RIDGEBEAM A42 STRUCTURAL INSULATED PANEL DETAIL REQUIRED S, BEAM AND 10-16D 6 1/2' STRUCTURAL / INSULATED PANEL AM:) ?SAI L PANEL CAVIITY FOR WiRING At POST, RATED FOR 1,800+' UPLIFT�Ii� �G��F �3Y SIMi�501� Oil PeterCaradorrbArchTtacts 00f ETA I i.. i' ■ 1'_0� g � GT1OI � i' = 1'_0' 10 IR G� :7)E7AIL I' = 1'_0' RIDGE �j uJ�J.� us�t� I I� �J�I�5 4� route 2�5Ja 4 13 east eetauket 11133 A42 STRUCTURAL INSULATED PANEL DETAIL A42 S'>'RUCTURAL INSULATED PANEL DETAIL �42STRUCTURAL INSULATED PANEL DETAIL SIMPSON A42 NOT TO SCALE p1'10ne: 631b89.1120 18" 0516 STRAP TIES ® I6" fax: 631fPSW241 O.G. (8) 8D COMMON NAILS pcaradcmalpcalarcim INTO EA. RR (16) 8D COMMON STRUCTURAL INSULATED PANEL WIND LOAD NAILS TOTAL. /� '1. MINIMUM PRESSURES - SECTION 6..42.1.1 (ASCE -1) Issued: COMPLIANCE (ASCE 1) ��' ��. ., THE LOAD EFFECTS OF THE DESIGN PRESSURE SHALL " DATE ISSUE -�'� , NOT BE LESS THAN THE MINIMUM LOAD CASE FROM 1.FOLLOWING THE RESIDENTIAL CO IE OF NEW YORK STATE SECTION 83012.1 -4 FOR BUILDINGS LOCATED WHERE THE rr �; SECTION 6.1.4.1 ASSUMING THE UM LO UDS (Pa)FOR 1 11/8/11 Bulldin Permit BASIC WIND SPEEDS EQUAL OR EXCEED 100 MPH, THE BUILDING IS DESIGNED FOR WIND LOAD11tiCx IN ACCORDANCE ��� r WITH THE MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 1) BY THE AM;1RICAN SOCIETY OF - - 1 ZONES A, B, C AND D ALL EQUAL L U per, WHILE CIVIL ENGINEERS. fr s ~•„; ASSUMING ZONES E, F, G AND H ALL EQUAL 0 per. 1 '✓ ? ROOF RAFTER 6). 2. USING SECTION 6.4 METHOD 1 - SIMPLIFIED PROCEDURE OF ASCE 1: A BUILDING WHOSE DESIGN WIND LOADS -.� t' '' i��r 8. COMPONENTS AND CLADDING (C4C) - SECTION (SEE PLAN FOR SIZE PO ' ARE DETERMINED IN ACCORDANCE WITH THIS SECTION SHALL MEET ALL CONDITIONS OF 6.4.1.1 OR 65.1.2. IFA `'� _� ,?���. ":'" T.,�`` ✓' I 6.422 �iaASCE ��'8 NET DESIGN WIND PRESSURES, Pnet, Yz.��; �. AND SPACING) BUILDING QUALIFIES ONLY UNDER 6.4.12 FOR DESIGN OF ITS COMPONENTS AND CLADDING, THEN THE MAIN WIND , ' ;I��; ,;*' FOR COMPONETS AND CLADDING OF BUILDINGS USING o. FORCE RESISTING SYSTEM SHALL BE DESIGNED BY METHOD 2 OR METHOD 3 OF ASCE 1. - !i METHAOD 1 REPRESENT THE NET PRESSURES TY ' I G �. fi� I I�C� 3. MAIN WIND FORCE RESISTING SYSTEM - SECTION 6.4.1.1 (ASCE 1). FOR THE DESIGN OF MAIN FORCE RESISTING ''' ©: f' .. s p j ; (INTERNAL AND EXTERNAL) t0 BE �4PPLIED NORMAL - ^ -`rte CONNECT I ON DETA I L SYSTEMS THE BUILDING MUST MEET THE FOLLOWING CONDITIONS: f - - to EACH BUILDING SURFACE AS SHOWN IN FIGURE 6-3 - ,.�, 11 A. THE BUILDING IS A SIMPLE DIAPHRAGM BUILDING AS DEFINED IN SECTION 62 (ASCE 1). �.� �� n. i •:. .:_: (ASCE 1). Pnet SHALL BE DETERMINED BY THE I B. THE BUILDING IS A LOW RISE BUILDING AS DEFINED IN SECTION 62 (ASCE 1). }� 2 T f s-U FOLLOWING EQUATION: NOT TO SCALE SP"' u t `` C. THE BUILDING IS ENCLOSED AS DEFINED IN SECTION 62 (ASCE 1) AND CONFORMS t0 THE WIND BORNE �' Prr = •I•P Transverse s• «rte " � ' revision: DEBRIS PROVISION OF SECTION 65.93 (ASCE 1). Ptr = (1001100hP DATE ISSUE ." r`1 �''��. = _ D. THE BUILDING IS A REGULARIN 62 (ASCE 1). Prr Pr�Er3m SHAPE BUILDING OR STRUCTURE AS DEFINED E3V MN UK 04 E. THE BUILDING IS NOT CLASSIFIED AS A FLEXIBLE BUILDING AS DEFINED IN SECTION 62 (ASCE 1). � NEW Ram _.;•., ; . ' Do SMM :. F. THE BUILDING DOES NOT HAVE RESPONSE CHARACTERISTICS MAKING It SUBJECT t0 ACROSS WIND E °" Longitudinal LOADING, VORTEX SHEDDING, INSTABILITY DUE TO GALLOP OR FLUTTER: AND DOES NOT HAVE A SITE INC EFFECTS OR BUFFETING IN THE WAKE OF UPWIND OBSTRUCTIONS n ` � LOCATION FOR WHICH CHANh1EL °° WARRANT SPECIAL CONSIDERATION. EFFECTIVE WIND AREA = THE WIDTH OF EFFECTIVE AREA NEED NOT BE g B Simpson strong-Tie G. THE BUILDING STRUCTURE HAS NO EXPANSION JOINTS OR SEPARATIONS. LESS THAN ONE THIRD OF THE SPAN. END CUT Rim Joist H. THE BUILDING IS NOT SUBJECT TO TOPOGRAPHIC EFFECTS OF SECTION 65.1 (ASCE 1h WIND SPEED UP WALL AREA ROOF AREA ROOF RIDGE ROOF OV ANG PROVIDE ° LE THLENGTH RIM Joist Installation corners EFFECTS AT ISOLATED HILLS RIDGES AND ESCARPMENTS CONSTITUTING ABRUPT CHANGES IN THE ° Install at nu corners A = (12A(12/3) A ■ 114x(14/3) A = 122 (22/3) A = 122h(1) �� MINIMUM 1' END ° 1 GENERAL TOPOGRAPHY. A = 48.00 of A = 6533 of A = 16133 of A = 22 of DISTANCET`� F I GA1.. I. THE BUILDING HAS AN APPROXIMATELY SYMMETRICAL CROSS SECTION WITH EITHER A FLAT ROOF OR A USE 50 of USE 55 of USE 161 of USE 22 of °° GABLE HIP ROOF WITH 014B DEGREES. 1 ° 4 4. COMPONENTS AND CLADDING - SECTION 6.4.12 (ASCE 1) FOR THE DESIGN OF COMPONENTS AND CLADDING THE Pnot NET DESIGN WIND PRESSURES (paf) FIWRE BUILDING MUST MEET ALL OF THE FOLLOWING CONDITIONS: 6-3 ASCE 1 A42 T NOT TO SCALE A. THE MEAN ROOF HEIGHT H = IV-S' ( 60 FEET. ZONE 1 ONE 2 ZONE 3 ZONE 4 ZONE 5 B. THE BUILDING IS ENCLOSED AS DEFINED IN SECTION 62 (ASCE 1) AND CONFORMS t0 THE WIND BORNE WALL PRESSURE 195 -213 155 24b ar itect seal: DEBRIS PROVISION OF SECTION 65.93 (ASCE 1). ROOF PANEL 13.0 242 13.0 -36-113-0 56 C. THE BUILDING IS A REGULAR SHAPE BUILDING OR STRUCTURE AS DEFINED IN SECTION 62 (ASCE 1). D. THE BUILDING DOES NOT HAVE RESPONSE CHARACTERISTICROOF RIDGE 143 -23.1 143 33A 14352.1S MAKING It SUBJECT t0 ACROSS WIND CLEAR LOADING, VORTEX SHEDDING, INSTABILITY DUE t0 GALLOP OR FLUTTER: AND DOES NOT HAVE A SITE OVERHANG PRESSURE 44.11 r(O-Le SPAN LOCATION FOR WHICH CHANiNIELING EFFECTS OR BUFFETING IN THE WAKE OF UPWIND OBSTRUCTIONS -RAFTER SEE WARRANT SPECIAL CONSIDERATION. S. MINIMUM PRESSURES - SECTION 6.42.2)(ASCE 1) DRAWINGS E. THE BUILDING IS NOT SUBJECT TO TOPOGRAPHIC EFFECTS OF SECTION 65:1 (ASCE 1): WIND SPEED UP THE POSITIVE DESIGN PRESSURES, Pneet ,FROM SECTION EFFECTS AT ISOLATED HILLS RIDGES AND ESCARPMENTS CONSTITUTING ABRUPT CHANGES IN THE 6.422 SHALL NOT BE LESS T FOR SIZE AND THAN +10 per AND THE SPACING GENERAL TOPOGRAPHY. NEGATIVE DESIGN PRESSURES, Pnet,FF?OM 6.422. SHALL IMPSON MT630 5. DESIGN PROCEDURE - SECTION 6.42 (ASCE 1). RAFTER TO STUD A. BASIC WIND SPEED V = 11t0 MPH � NOT BE LESS THAN -10 per. '� CODE COUNCIL EVALUATION SERVICE job no.: Q, -01 carp II - IMPORTANCE FACTOR 11.0 INTERNATIONAL COD ' � '�" B. BUILDING TYPE LEGACY REPORT ON THE 2000 INTERSIATIONAL o OUBLE 2X PLATE C. EXPOSURE CATEGORY B BUILDING CODE 1999 STANDARD BUILDINCx CODE SOCA SEE DRAWINGS D. HEIGHT AND ADJUSTMENT COEFFICIENT FOR MEAN ROOF HEIGHT 20 FEET END NATIONAL BUILDING CODE 1999, THE 1991 UNIFORM ° LENGTH Job name: milazzo EXPOSURE B C D ° A 1.00 129 155 Flat Roof Ni Roof 7° <6<_27° BUILDING CODE AND THE 2000 INTERNATIONAL 6. MAIN WIND FORCE RESISTANT SYSTEM (MWFRS)- SECTION 6.42.1 (ASCE 1) Ps = SIMPLIFIED DESIGN WiND RESIDENTIAL BUILDING CODE. PROVIDE ° 14' date: IN OW I SIMPLE DIAPHRAGM BUILDINGS REPRESENTS MANUFACTURER N NO MINIMUM 1' END °0 211 Nov. �S PRESSURES, FOR THE MAIN FORGE RESISTING SYSTEMS L RISE MPL ° THE NET PRESSURES (SUM OF INTERNAL AND EXTERNAL PRESSURES) TO BE APPLIED t0 HORIZONTAL AND ` THE PANEL CORP. NER-461 DISTANCE / 0 ° o° VERTICAL PROJECTIONS OF THE BUILDING SURFACE AS SHOWN IN FIGURE 6-2 (ASCE 1). FOR THE HORIZONTAL SCHMUCKER MANUFACTURING CO. NSR-46"11 EQUALTUD SEE drawn by: PRESSURES (ZONES A, B, C, D), Pe IS THE COMBINATION OF WINDWARD AND LEEWARD PRESSURES. Ps SHALL BE :� PULTE HOME SCIENCE LLC RDRAWINGS FOR ['0, SIZE AND scale: a s noted DETERMINED BY THE FOLLOWING EQUATION: LAMIT INDUSTRIES NER-461 NUMBER OF FISCHER SIPS INC NER-461 SPECIFIED Pa = A•I=Pam SPACING _ (1.00h(100rPa sm a i ENERSREEN BUILDING SYSTEMS LTD.NER-461 NAILS IN drawing no.: Pa = PREMIER INDUSTRIES NiER-633 EACH END INSULSPAN INC MER-520 PsSo - SIMPLIFIED M516N WIND Gable Roof(0<_7°) Gable Roof(70<0:5 45°) THERMA FOAM N1ER-661 PRE55URES (25F) FIGURE 6-2 (ASCE 7) 510 �Y S I Mi�501N 15 HURRIC.ANE TIE HORIZONTAL 4 VERTICAL OVERHANG Q Interior Zones End Zones Comer Zones r12 r • �.-z.,,m.-z-4 �..�,:....�., � A-4 GUAGE=18 T /� A42 EfR A B C101 E F G H E G� Oil EQUAJ....� 2610 -To 11.1 -3.9 1 -23.11-1(0.0 -16.0 -122 -3231-253 PANEL SPECIFICATIONS: CUT LENGHt=CLEAR SPAN + 30' DETA1LT*Nrf= 1 (f./AL -AStENERS=128�DLOCATION SPAN THICKNESS DEFLECTION ALLOWABLE ACtU AFADONNA KNOT TO SCALE NOT t0 SCALE Paw= SIMPLIFIED WIND PRESSURE FOR EXPOSURE B AT h ■ 30 FEET AND I ■ ROOF 135 ft 10 1/4' L/240 63 per 565 Per 1.00 TAKEN FROM FIGURE 6-2 (ASCE 1) WALL 8 ft (01/2, L/240 32 per 26.6 par To,�,;�C 0 10'1 HIT E CTS PONER LEGEND ELEC7RICAL N07EB TAG DESCRIPTION 1. THE ENTIRE ELECTRICAL INSTALLATION SHALL FULLY MEET ALL THE LIGHT SWITCH REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE, THE NPPA, THE NEW YORK STATE BUILDING CODE, THE LIFE SAFETY CODE, AND ALL OTHER cW WALL MOUNTED DUPLEX OUTLET- 110V APPLICABLE CODES AND ORDINANCES. L_ - 2. THE EXACT LOCATION OF ALL CONDUITS, PANELS, FIXTURES, TRANSFORMERS, �FIGPID FAULT MTERUPtER ETC. SHALL BE DETERMINED IN THE FIELD. 3.THE MOUNTING HEIGHT OF ALL LIGHTING FIXTURES SHALL BE THE DISTANCE BATH SURFACE MOUNTED OR BETWEEN THE FINISHED FLOOR AND THE BOTTOM OF THE FIXTURE, BEDROOM RECESSED LIGHT FIXTURE TO RECEPTACLES SHALL BE MOUNTED 1'-6' AFF., LIGHT SWITCHES SHALL BE I ® BE SELECTED BY OWNER MOUNTED 4'-0' AFF. AND ALL PANELS SHALL BE 6'-0' AFF TO TOP OF PANEL, BEDROOM 4.ALLCIRCUITEBREI AKERS DARE SiNGLE POLE 20 AMPERE EXCEPT AS OTHERWISE O Q WALL MOUNTED FIXTURE NOTED ON PLANS AND SCHEDULES. O 5.ALL WIRING* DEVICES SHALL BE SPECIFICATION GRADE, RATED 20 AMPS, SMOKE DETECTOR U � O WITH METALLIC COVER PLATE, COLOR AS SPECIFIED BY THE OWNER, UNLESS Q E OTHERWISE NOTED. O &.ALL POWER WIRING SHALL BE COPPER, 012 AWG MINIMUM SiZE SOLID OR STRANDED nn CARBON MONOXIDE DETECTOR SMALLER THAN 08 AWG AND STRANDED ONLY 08 AND LARGER ALL WIRING TO } 1� HAVE INSULATION WITH A MINIMUM TEMPERATURE RATING OF 15 DEGREES C. CL © CARBON DIOXIDE DETECTOR -I.ALL WIRING INSTALLED ABOVE GRADE iN DRY CONCEALED LOCATIONS SHALL BE �_ ~ TYPE 'MC', 'NMCB' OR 'AC' CABLE (BX)WITH A SEPARATE GROUNDING (J. O PANASONIC WHISPER GREEN CONDUCTOR WIRING LOCATED IN DAMP AREAS, OR SUBJECT TO PHYSICAL ABUSE N d) L __ I ON 50 CFM EXHAUST FAN SHALL BE INSTALLED IN GALV. ELECTRICAL METALLIC TUBING OR RIGID STEEL N 0 Bl+' CONDUIT. tu :3 O S PHONE LINE 8.WIRING INSTALLED BELOW GRADE OR SLAB SHALL BE IN SCHEDULE 40 P.Y.G. O CONDUIT WITH A MIN. COVER OF 18'. F.V.C. RUNS SHALL BE INSTALLED WiTH A GREEN U LU ® TELEVISION SERVICE LINE INSULATED GROUND CONDUCTOR, CONNECTED AT EACH END OF THE RUN AS SPECIFIED IN N.E.G. TABLES 250-94 AND 250-95. 9. ALL ELECTRICAL EQUIPMENT SHALL BE GROUNDED IN FULL ACCORDANCE WITH I N.E.C. AND LIPA REQUIREMENTS, AND BE U.L. LISTED. OPEN TO BELOW CEILMG FAN - AS SELECTED BY 01NER 10. THE ELECTRICAL CONTRACTOR SHALL OBTAIN H.V.A.C. CONTROL WIRING REQUIREMENTS DIRECTLY FROM THE RVA.C. DRAWINGS, OR H.V.A.C. CONTRACTOR 11. ALL LIGHTING FIXTURES SHALL BE LOCATED (IN GENERAL) AS SHOWN ON THE PLANS, BUT THE EXACT LOCATION SHALL BE DETERMINED IN THE FIELD TO AVOID SHADOWS OR OBSTRUCTIONS FORMED BY DUCTWORK, SUPPORTS, / NOTES: STRUCTURAL STEEL OR MISC. EQUIPMENT. IF A PROBLEM DEVELOPS, THE / 1. ALL ELECTRICAL WORK TO BE NYS CODE ELECTRIC CONTRACTOR MUST NOTIFY THE ARCHITECT FOR A RESOLUTION, PRIOR / COMPLIANT TO INSTALLATION IN THAT AREA. (ALL LIGHTING FIXTURES SHALL BE SUPPLIED / 2. LOCATION OF FIXTURES IS APPROXIMATE, WITH LAMPS) / VERIFY W/ CLIENT PRIOR TO INSTALLATION 12.IN ACCORDANCE WITH RESIDENTIAL CODE OF NYS - SINGLE AND MULTI-STATION 3. OCCUPANCY SENSORS TO BE INSTALLED IN SMOKE ALAiRMS SHALL BE INSTALLED IN EACH SLEEPING ROOM, OUTSIDE EACH / AL BATHROOMS SLEEPING ROOM (HALLWAYS), BASEMENTS AND CELLARS. THE ALAR" DEVICES / 4. EXHAUST FANS TO BE ENERGY STAR RATED SHALL BE INTERCONNECTED iN SUCH A MANNER THAT IF ONE ALARM ACTIVATES, / W/ TIMER ALL THE ALARMS WITH BE ACTIVATED. THIS ALSO INCLUDES CARBON MONOXIDE DETECTORS WHICH 18 TO BE ON EACH FLOOR AS PER SUFFOLK COUNTY HEALTH ORDINANCE. 13.ALL PLUMBING WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THEPLOO PLAN RESIDENTIAL CODE Or NEW YORK STATE CHAPTERS 25, 26, 21, 28, 2% 30, 31, 4 32 �a AND ALL APPLICABLE LOCAL CODES AND HEALTH DEPARTMENT REQUIREMENTS EI SCALE: 1/4' = 1'-0' FOR THE CITY OF NEW YORK U 14.PROViDE MINIMUM 100 CFM MECHANICAL EXHAUST t INTAKE OUTLET FROM BATHROOMS t MINIMUM 150 CFM MECHANICAL VENTILATION IN KITCHEN AREA. 15.ALL ELECTRICAL CHASES IN EXTERIOR WALL TO BE COORDINATED W/ SIP PeterCaradonnaArchitects MANUFACTURi_R PRIOR TO FABRICATION. ANY WIRE RUNS NOT ACCOUNTED FOR E 41 route 25a INSTALLED IN THE FIELD TO BE APPROVED BY ARCHITECT PRIOR TO east setauket, N 11133 COMMENCEMENT OF WORK t TO BE INSPECTED FOR AIR LEAKAGE i FIRE pie: 631b89.1120 PROTECTION BEFORE BEING ENCLOSED fax: 631b89.2241 lro LL HARD WIRED LIGHTING, EXHAUST t CEILING PANS TO BE ENERGY STAR pcaradonnaopcaia.com RATED Issued: * DATE ISSUE 1 11/8/11 5ulldinci Permit �L. \ ® MECHANICALBEDROOM 0 revision: DATE ISSUE \ KI - - - \ , LIVING architect seal: UP U % ENTRY i DINING � ' i i i i Job no.: 05-0 9r0 Job name: m i la zzo date: 2011 Nov. 06 drawn by: DN ELECTRIC scale: as noted 2 1= 1R!5T FELOOR PLAN DN DN , drawing no.: E1 11'10 SF SCALE: 1/4' = 1'-0' ETERI 0 RCHITECT5