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HomeMy WebLinkAbout39210-Z 0,10 FF:�t p , Town of Southold 4/21/2016 p" P.O.Box 1179 V" *. t 53095 Main Rd � #4, 0,, Southold,New York 11971 rYrp CERTIFICATE OF OCCUPANCY No: 38253 Date: 4/21/2016 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 2360 Marlene Ln, Laurel SCTM#: 473889 Sec/Block/Lot: 144.-2-28 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/11/2014 pursuant to which Building Permit No. 39210 dated 9/24/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS INCLUDING STORAGE AREA AND HALF BATH IN BASEMENT AND DECK ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Murphy,William&Murphy, Jessica - of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39210 04-07-2016 PLUMBERS CERTIFICATION DATED 04-11-2016 / Michael Zahra • t drize ignat re TOWN OF SOUTHOLD ii y, BUILDING DEPARTMENT o TOWN CLERK'S OFFICE o $ SOUTHOLD, NY yha4f 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#: 39210 Date: 9/24/2014 Permission is hereby granted to: Murphy, William & Murphy, Jessica 150 E 61st St Apt 6C New York, NY 10065 To: Additions and alterations to an existing single family dwelling as applied for. At premises located at: 2360 Marlene Ln, Laurel SCTM # 473889 Sec/Block/Lot# 144.-2-28 Pursuant to application dated 9/11/2014 and approved by the Building Inspector. To expire on 3/25/2016. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $763.20 CO -ADDITION TO DWELLING $50.00 . .1: $813.20 • Building Inspector . ciii, ,A____ Form No.6 v \ ` TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 �j Date. ` H/y New Construction: Old or Pre-existing Building: (check one) Location of Property: _0 ,- r.1 A Ai/d /" C -{ _ c mouse No. Street Hamlet ,l Owner or Owners of Property: 0/44 IL/ei., /9,4y l Suffolk County Tax Map No 1000, Section 1 "� % Block Lot ag Subdivision (� IIq Filed Map. Lot: Permit No. 39Id-,[ v Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary CertificateiFinal Certificate: (check one) Fee Submitted: $ �/0 ,) __Z Applicant Signa -•"° .___ oo 4 SO(/4 Town Hall Annex o .4„..) �® : Telephone(631)765-1802 54375 Main Road r Z Fax(631)765-9502 P.O.Box 1179 c b Southold,NY 11971-0959 •;of y���` roger.richert(a�town.southold.ny.us --_ eOuNTIO" ,,S BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Bill Murphy Address: 2360 Marlene Lane City: Laurel St: New York Zip: 11948 Building Permit#: 39210 Section: 144 Block: 2 Lot' 28 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 23 Ceiling Fixtures 4 HID Fixtures Service 3 ph Hot Water GFCI Recpt 8 Wall Fixtures 4 Smoke Detectors 1 Main Panel NC Condenser 2 Single Recpt Recessed Fixtures 27 CO Detectors Sub Panel 1-100A NC Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 22 Twist Lock Exit Fixtures TVSS Other Equipment: 1- Paddle Fan Notes: Inspector Signature: Date: April 7, 2016 Electrical 81 Compliance Form.xls Town Hall Annex rthva '� Telephone(631)765-1802 54375 Main Road k " Fax(631)765-9502 P.O.Box 1179 Gam' , � . {S) Southold,NY 11971-0959 i �`fY BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: -1/ /1/2O/�D Building Permit No. 301 a 1 Z_ Owner: 3 1 11f yl (Please pint) Plumber: P.1 C ,Ct ua Zit. l/'G� (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (PIumbers Signature) Sworn to before me this G 1441 day offilt„,6d' 2010 5 lfY W-P e,31.i1 a j 3i +i5 Notary Public, n County CONNIE D. BUNCH Notary Public,State of New York No.011BU6185050 Qualified in Suffolk County Commission Expires April 14.2, ,,,,,,,,,,,, 1'�O��DF SOUryolo`. 4 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 [ FOUN/INSPECTION DATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL(FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ; , DATE L` . J _ INSPECTOR 2 72- ree- .,,,,,,'..-... ,,,�o��oF SW---, 0€ 4\ , ,# #; 4.4 , TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 !NSPCTION [ ON 1ST [ ] ROUGH PLUMBING BING [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL ` [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: �� r / - , . .......e?__. 0 DATE INSPECTOR L 'z''`,/ ' r 3? —/O caf h0� Olo ,* * �COUMYN�' TOWN"OF, SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING dhr/ [ ] $ NDATION 1 [ ] INSULATION ( [ FRAMING / S • , •PING [ ] FINAL S [ ] FIREPLACE - ' ' [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKI REMARKS: /J 4/7 (P-ri fr,7 DATE ('' INSPECTOR ,,,, 3? ® 1111 * * 11 11 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I PECTt6N . [ ] FOU D ATI ON 1ST [ ROUGH PLUMBING [ ] • UNDATION 2ND [ ] INSULATION [1 FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: .p9/41 cifleA..66o DATE _ INSPECTOR meq v j,,O pF SO!/l�ol (:1€ c0UNP1 t,, TOWNOF'=SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI • -N [ ] FOUNDATION 1ST [ ] -• UGH PLUMBING [ ] FOUNDATION 2ND [ ' INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ - ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE ). /6*---3 INSPECTOR .;f_ _ r 3 V ' 5 SO� Oryo e� lo � \z kc$ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 1 CATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ - CAULKING REMARKS: E.ALe G / DATE =-9 INSPECTOR ��OF ry * A icily TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) pq,ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 6A(Ki-L-cL & *C . G� DATE d/f-Vi INSPECTORV` FIELD IN•SPEC XQN REPORT DATECOMMENTS . ' FOUNDATION(1ST) • 1`' od `"'il';• . . . col At 1 . . Stbel, . • •Y74 r . iiii,../ 00,---Th. f &I'-",,,,,fi , z,, ,. . . FOUNDA.TION(2ND) ' • 11111.5111111111111111111111111--N- ' 6 1") a.- . A ii 4/ cr."; — --- . .. . • .../K , , frw • \ 2 (.9 . • ROUGH FRAMING& A y PLUMBING • fi,e, ,. -of "` • • r . riii-mi - :22i.__ fi,...iremprwrimml. -,,,c, .... „ . , 1,-,-: - , - r . ir) i • INSULATION PER N.Y. H STATE ENERGY CODE Ce" ' • VAIII. . ife...0....e- ar./7 _ '- ti . t , . ..- FINAL • • • . . ' �,.. , '7'; r,m .. : .. ADDITIONAL CO s s NTS ,- lb .a II. - -P,���-�'/r c-_ •rte ' eW/t3 12140 ' °a.I 0L-- O �rn • ' • • .• . 2 . . , , . . . .. . . . . . . . : . � .. . .. .. . , ' . . . . .. . . . . . � z r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 -7 i Survey SoutholdTown.NorthFork.net PERMIT NO. /�' Check Septic Form N.Y.S.D.E.C. Trustees 2Li Flood Permit Examined G( ,20 /L 11 Storm-Water Assessment Form Contact: Approved ,20 Mail to: Disapproved a/c JJ( f/A�L -Z 1 '?1 . ialp Phone:S/( 7,5a /7 Expiratio 2_7— 20 D ECE - SIE -, Build sp- t i ,AUG ', 114 Lj 'LICATION FOR BUILDING PERMIT __ , BLDG DEPT Date kGiL_ I VI- , 20 lit TOWN OF SOUTHOLD INSTRUCTIONS I 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 of 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 wit _all-appli :ble laws, ordinances,building code,housing code, and regulations, and to admit authori ed-ins c s eq.naI Building for necessary inspections. rSE--9-2---1 'ice-�-P 1 1 2014 (Signature of applicant or name,i a corporation) re ZLoa Hilea•RA.j rukEoe rAeftk, Ny BLDG DEPT (Mailing address of applicant) /0 <j,g 7 TOWN OF SOUTHOLD State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder 71IC 04PPLI44.,47 /I AA, Al(eH!TbGT. Name of owner of premises 1%,_c� /1/Iwz.Pt) Q (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer . ��E.h A RO (Name •and title of corporate officer) � ,'`�• �"�� <�` ,A• . jj_� t,y� fit, Builders License No. SO-7 9 - * .5 jIJ • Plumbers License No. N •4" i . Electricians License No. -' 0 9 r y J, 251° �0 Other Trade's License No. F OF N E�, 1. Location of land on which proposed work will be done: ZI(DO e N 6 £-0dfteravor— House Number Street . Hamlet County Tax Map No. 1000 Section I y(/ Block 02,- Lot lc Subdivision ' Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy c, N4,c.E f-Aiwtil 1 Ntote.7 • . (?VGuI N t- b. Intended use and occupancy StN� � FANtin l Siogi 3. Nature of work(check which applicable):New Building Addition )( Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Of/ZS-1000 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 SU.1 Rear 1 '1 . Depth 'Sr,c7 Height Number of Stories I Dimensions of same structure with alterations or additions: Front 73•f' Rear c10 .2 Depth YJ,7' Height Number of Stories' e' 8. Dimensions of entire new construction: Front Rear Depth -1 7. L_ Height Number of Stories 9. Size of lot: Front 210. / Rear Wade Depth I'/5 D0 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded? YES NO x Will excess fill be removed from premises?YES NO 74 14.Names of Owner of premises ul.?*1 Address Phone No. ?.12-S$3 -S7O0 Name of Architect Address Phone No Name of Contractor PULL CeanA64-w Address 12 i Cro4.s,IuaQ' -. Phone No. 5/kb 37.5-- 5-97 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ' oc.s-) 40 L.. M af4G6-1,,7, . being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the At etc 1-117EGT. • .'(Contractor,Agent, Corporate Officer, etc.) of said owner,or owners, and`is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swo Mi So- b - me thi - 1 ay of ilia 20 SANDRA FULTON Aw - Notary Public,State of New York P141/14; - = County otary Public Reg.No.O1 FU49646� �� Signature of Applic My Commission Expires 4 b/Z/0 1. V : Scut A. Russell ,,.••'' �°$u � ''':. sTORMWA nER - SUPERVISOR `= g .--z.) � MANAGEMENT SOUTHOLD TOwN HALL-P.0Box 1179 :53095 Main Road-SOUTHOLD,NEW YORK 11971 1%. '' Town of Southold r---SV2strasd' SEP 11 2014 CHAPTER 236 -- STORMVVATER MANAGEMENT.WORK SHEET ( TO BE COMPLETED BY THE APPLIC _ E ' E _ W E. —, - - - ------------- ----- --------- - _-_-:::-.-.:-.7::::- - ------ DOES THIS PROJECT iNVol. SEP 1 2 2014 .1` (CHECK ALL THAT APPLY) Yes No 0 mi A. Clearing, grubbing, grading or_stripping of land which ofub tP e- Fe thann 5,000 square feet of ground surface. • TOWN OF SOUTHOLD &I C] B. Excavation or filling involving more than 200 cubic yards-of material // within any parcel or any contiguous area. El121C. Site preparation on slopes which exceed 10 feet vertical rise to i- `/ 100 feet of horizontal distance. - .t ❑® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal // erosion hazard area. ❑El E. Site preparation within the .one-hundred year floodplain as depicted • ,/- on FIRM Map of any watercourse. ❑121° F. Installation of new or resurfaced impervious surfaces of 1,000 square . (- feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes - in-kind replacement of impervious surfaces. * If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. - — ---••--------------•---------------•---- ----- Date: - � S.C_T.M. �: 1000 APPLICANT: (Property/ Owner,Design Professional,Agent,Contractor,Other) District �((�/ IZZOI NAME /LZ 0"I C�t/Q�/7 --e-El-n' a ti n Block Lot j . - j [////j i ^ FORBUILDING DEPARTMENT USE I-Ft&4 - ONLY Contact Information S%c 7 y o n17 b Reviewed By`kn ''''f62_51--41 C Date 9/iiJ)i I LI Property Address / Location of Construction Work: P Y Approved for processing Building Permit- 3 Cr' MA 0,1 A'4 A Stormwater Management Control Plan Not Required. 1'9%1 i r/T J GX 1U'y /1 qS 2_ V; Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM ' SMCP-TOS MAY 2014 r— CHAPTER 236 ,�' �► STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST O DATE: (� APPLICANT. (Property Owner,Design Professlonal,Agent,Contractor,Other) 3 *4 �`�+`'�� SCT #; NAME: ( 1 1� •..,..,.....•� M 1000 OZ Z1 ��'y�lM District action Block Lot Telephone Number: -/C 3 7 �- os-77 S M C P -Plan Requirements: The applicant must provide a Complete Explanation and/or validation of all information Required by this Checklist if It has not beenrovided! I® 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST p I NO NA show all of the following items: If You answered No or NA to any Item, Please Provide Justification Here! If you need additional room for explanations, Please Provide additional Paper. a, Location & Description of Property Boundaries b. Total Site Acreage, LI Mt_�In c. Existing-Natural &Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2). INFADiiii., ENNiminumw_ II d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. EMI e. Limits of Clearing&Area of Proposed Land Disturbance. u • f. Existing& Proposed Contours of the Site (Minimum 2�Intervals) h,JI I_ L'• ��s•Y ayL„,; ®fl�i�l`, to g. Location of all existing& proposed structures, roads, �1__ driveways, sidewalks, drainage improvements&utilities. NM MN . ., , E�4Pan h, Spot Grades & Finish Floor Elevations for all existing& ��� �'wa e rroa proposed structures. iNire Bat'-e• 1. Location of proposed Swimming Pool and discharge ring. y �+ I�►]n_ din of expose• a . j. Location'of proposed Soil Stockpile Area(s). �I_II—� k, Location of proposed Construction Entrance/Staging Area(s). I. Location of .rososed concrete washout area(s). I_u�-lll--I� me M. Location of all roposed erosion&sediment control measures. MI IIIII 11.1111 ' 2. Stormwater Management Control Plan must include Calculations showing ac a n. - that the stoi mwater Improvements are sized to captwe,store,and Infiltrate Backfill,OR Prow•e [ ngrnee-. - on-site the run-off from all impervious surfaces generated by a two(2')Inch ��_I_I that the drainage has ''•'ern ins a e• w rainfall/storm event, 3, Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion & Sediment Controls. u—_ b. Construction Entrance&Site Access. J_u ,� Nil.6.,.., g � �� C. Inlet Drainage Structures (e.g,catch basins,trench drains,etc.) 7_MMI�� I�r M��..•at�.,. d. Leaching Structures (e.g.infiltration basins,swales,etc.) J. I Ego e; saimniffewrintifil,r ++Hwa FORM # SWCP Check List-TOS JAN 2014 .../ Annex1 '710 Hall 543To75 Main Road ; Telephone(631)765-1802 ` (631 765- 3 P.O.Sox 1179 `` 4 roger richertC ealt�0utf9i0�d.ny.uS Southold,NY 11971.0959 aie .44 '+ „ ,,-I' BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: flat I I Muietlif Date: Company Name: Name: m Q-- 0 Lf) rt . . License No.: Address: . Phone No.: • JOBSITE INFORMATION: (*Indicates required information) *Name: 151 11 liUtur *Address: 6, Mete 141:1 i *Cross Street: art Xs- *Phone *Phone No.: 576 371%. 0667 - Permit No.: 3U2/o Tax.Map District: 1000 Section: /'-01 Block: 02 Lot: z *BRIEF DESCRIPTION OF WORK(Please Print Clearly) - __// n Ird<s, (Please Circle All That Apply) *Is job ready for inspection: � NO Rough In Final *Do.you need a Temp Certificate: , YES(W - • Temp Information(If needed) 'Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other ��17” New Service: Re-connect Underground_ Number of Meters Change of Service Overhead 4dditional Information: PAYMENT DUE WITH APPLICATIONP 2,14 \'„.G-, \') 824Request for inspection Form �� /1 A SOcp Town Hall Annex ~® 0 : Telephone(631)765-1802 54375 Main Road * Fax(631)765-9502 P.O.Box 1179 ik ®l a • 4k• %, Southold,NY 11971-0959 : .c yOOUNT`(,v�,.�'� � 0 March 31, 2016 BUILDING DEPARTMENT TOWN OF SOUTHOLD William & Jessica Murphy 150 E 61St St, Apt 6C New York NY 10065 RE: 2360 Marlene Lane, Mattituck TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: A pplication for Certificate of Occupancy. (Enclosed) 41, Electrical Underwriters Certificate. — Scheduled for April 7 A fee of$50.00. Final Health Department Approval. X04(' 1. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT - 39210 —Add/Alterations SrP. 22. 2014 12:28PM INGRAO NO. 8710 P. 1 o. ‘3j-- 765-- ,r-0 a 11,: " E " E "-C\ _ SEP 22 2014 17A-44 ~ /0 `'Mez' cOV J BLDG DEPT TOWN OF SOUTHOLD fe.X3N1 eta C- eiteA) 631 - 91/-575 7 /14q147 tzlacopicaC ZS60 P1 "2 1-4A3"r 11194014- els e. 4NK-else y, i t , ^ ."'-�.,;'F,-• - _.. 1-7" / O. ✓:,/3, .., , r'`' TOWN OF• SOUTHOLD' ,;;PROPERTY • RECORD ;.CARD, - ', .0, ', a OWNER • _ - , -- . . , � - 'DIST. - - .,. ���,,- i , �, STREET 2 (� ,, VILLAGE',..' , , ' -- , ' , . DIST: ''LOT =.f . ;t ' ff?:-.. -,,-,ifitY)Zuqlhkp.:.-•.,". ,-.7(..1:':',././- X'Yklif2A..,:t.,,?-. ........... . :,. .., . u ,„.. .... , . , , F RMEI� OWNER '' 5 -e3-','. ( N _ E ,,,-...:1,,L.;,,, 4 :�CI.YI'C{:/''Gr5 `�1 l!c"��'- � -, �. ,. <� ACR. l � • .• Ir✓nze.:l 4...(4, -�!1Z :( . S /W TYPE OF BUILDING �'� r e s ' / r ;� : fP.�7: :.d.:-.'14/.-.,..rQo ss w,'a:r<gtr,. ,. .',-4, �` /i�' _;. ;RES. ' SEAS. VL. FARM - . COMM. CB. MISC. Mkt: Value — i•' LAND ' IMP. TOTAL DATE' REMARKS 6"�'9 �".'f 0 0 3 0 0 ld�3r��7 • Sod .5'tto ', �' j s/' Q' ?7i' , J,'/a13e% , C-s,r Ja C L"N��•� -1 �v ' ioq ' . . ./74-e50: - _ ,d"O d d` - : 6 0 p/I �`,• ,a "� -'`34/4:6,. I•/ %.a(a a'7,7 a fi,rT, ' ' /R'//.'0'7, 710 cL wv/'/ IF;a'.,.``'%."3;'o-aG:-:- s - .I •} (n,-, 'GA 0 7 d C7 'zit's, ' ; /, {; _,r a ,/ `'�/a '; I C� ��l C' �i l.�S. 1'Jrn ;;/ • �,. ' .CC }.,(:C'd� c ,a •►"t': � ( /`1J i. -4'.a'0-;:, .,-. --,,/,, o 6 a 6 ✓ /i¢'1` .D';QIa4J- 6D i0- ii�1s--` ` •- _.:r;:. , -. .,,. ,..s,-,3,, n—rc ,, I/�fJ?,' •� ii/ °f ../ jQ 7 90 r----- dif1c f, `- ,- !' ' NEW'- r - ,NORMAL BELOW ABO e't � G ,�,L.0 / ' r 4�., /' • , .� �/iIai/0�-Li. 13/ 71 i - l a,nare(5 V lar Iv/ 4 0'4 ,, r'�() .r, ' ., FARM ' , Acre Value:Per . I' ,` Value 1 `'•;'- -' / L cry ://d3v / Acre 77a. ` ,/0/) / .6N105 I 3)2-07 k.cc�. 0 . Tillabllen,nn , , (ozoo �'Re � 2 /f 4-tP— �.- - .• ''.'`': , *' Tillable 200 `7�ao /'� .. 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Extension. -. ., s-,4//pia,4.W' c- Heat Hui ,e-c?...„ - DR. /V & J5 45 77 7.q.: ."- ---Z5; 7g4),,9 I Fire Place , . ...1 Ext,ension° 2 -y2.s- 1- ...?-.:Ay.,,JA,' . . , A , BR. .. Rooms 1st Floor . 1 f2.7 7, A 1 /. A i7 -7 o '-)*°. '. ‘,.., i ....---- r'n / Type Roof FIN. B. :• .` /ti,TI Rooms 2nd Floc)- , 4ccf42-1 , Recreation Room , .„,. lo . ---k.2-9 .-e ° , t.---' ,r, *-0' ",,,,, ' . , RC:1rd/ b,t. i i t ' •tv.,_ .. . .D2_.../f- ..., . , Dormer ZCA:`I,-t 1,,-7-"Liceo , Porch r\ ----- tUcits, Driveway ..2_C 674' :Breezeway lioOt ---. - (r? - . . , , . , . i „ Garage . o x .-,;),,,,;°.) .7. c.,-.4,-4------e,„\ r&o--1..N d./„.„.,-(:) . ' .. •. _., f ..: .1 -. . '5: • , : . 1.41..",'''''''l ._ , .. . - -, _ -'- 0 B 1 -( 440 - 4I-1 _ Pti5tiC4) .-C'k /^....t X //-. ' / 61).'-''''''''''''''' ., *::-.'' . i . l , '-.. ../......4 (.,:I.a r:›5\ ....,,S'.. r ' , r,...... .r................,.,.,..... . l 1 tO ,' . .” '1 . 0 ,.. . - ••- i.,.. , A . „ .. % ' V2:41 242. -a ' :),?-1,,,, ,4, 1 , , ,.. oc, • - . tTatr, I. ' .. , •,. .i / i 7 , ' s ., „ . , .........‘a ec, ,, _,...,-." - ,,,--.. - - ' ' ' ...• — '.' ( 2, v•-• ot.)e.0 — ...• -.. :....] . . -.--„,.........- , - :.'-'-:.-:. ;-_-.'"-•.;.--..-..„.. ,:-,,,,-,,: , ." „ --- -: - , --k.-;„,--; ',' - •-• -, • 4 ' '.-' ,, - - . - -. -. -.. --- S'EP. 22. 2014 12: 28PM INGRAO NO. 8710 P. 2 yREScheck Software Version 4.6.0 i2iii Compliance Certificate Murphy Residence , j" , ".---Te-7T-1- \--r-: [ y Project p y � C Energy Code: 2009 [ECC \i Location: Suffolk County, New York \\' SE? Z 2 2®1A Construction Type: Single-family Project Type: Addition G DEPS t; Climate Zone: 4 (5999 HDD) BOD °°VD Permit Date: 10\10 O�SOB Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 2360 Marlene Lane Bill Murphy Michael Zahra Mattitick,NY 11965 2360 Marlene Lane MRZ Contracting Mattituck,NY 11965 Compliance:Passes using UA trade-off Compliance: 2.5%Better Than Code Maximum UA: 637 YOur UA; 621 The%Better of worse Than Code index reflects how dose to compliance the house is based on code trade-Off Nies. It DOES NOT provide en estimate of energy use or Cost relative to a minimum-code home, Envelope Assemblies Gross Area cavity Cont. Glazing Assembly or Ft-Value It Value or Door UA Perimeter U-Factor Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 2,458 19.0 2.0 0.043 106 Ceiling 1:Flat Ceiling or Scissor Truss 1,808 30.0 2.0 0.033 60 Ceiling 2: Cathedral Ceiling 650 30.0 2.0 0.032 21 Wall 1:Wood Frame,16"o.c. 885 13.0 1.0 0.075 51 Window 1:Wood Frame:Double Pane 8 0.300 2 Window 2:Wood Frame:Double Pane 8 0.300 2 Window 3:Wood Frame:Double Pane 18 0.300 5 Window 4:Vinyl Frame:Double Pane 40 0 300 12 Window 5:Vinyl Frame:Double Pane 40 0.300 12 Window 6:Vinyl Frame:Double Pane 20 0.300 6 Window 7:Vinyl Frame:Double Pane 20 0.300 6 Window 8:Vinyl Frame:Double Pane 10 0.300 3 Door 1:Glass 20 0.300 6 Door 2: Glass 20 0.300 6 Wall 2:Wood Frame,16"o,c- 885 13.0 1.0 0.075 51 Window 9:Vinyl Frame:Double Pane 20 0.300 6 Window 10:Vinyl Frame•Double Pane 10 0.300 3 Window 11:Vinyl Frame:Double Pane 10 0,300 3 Window 12:Vinyl Franie:Double Pane 20 0.300 6 Project Title: Murphy Residence Report date: 09/17/14 Data filename: C:1Users\ericn\Desktoplmurphy_2014.09.17.rck Page 1 of 8 S'EP. 22. 2014 12: 29PM INGRAO NO. 8710 P. 3 Gross Area Glazing Assembly or CdviYy Cont. or Door UA Perimeter R,Value R-Value U-Factor Window 13:Vinyl Frame:Double Pane 21 0.300 6 Door 3:Glass 20 0.300 6 Door 4:Glass 40 0.300 12 Door 5:Glass 64 0.300 19 Wall 3:Wood Frame,16"o.c. 320 13.0 1.0 0.075 21 Window 14:Vinyl Frame:Double Pane 16 0.300 5 Window 15:Vinyl Frame:Double Pane 10 0.300 3 Window 16:Vinyl Frame:Double Pane 20 0.300 6 Wall 4:Wood Frame,16"o.c. 320 13.0 1.0 0.075 13 Window 17:Wood Frame:Double Pane 18 0.300 5 Window 18:Wood Frame:Double Pane 18 0.300 5 Window 19:Wood Frame:Double Pane 27 0.300 8 Door 6:Glass 40 0.300 12 Door 7:Glass 40 0.300 12 Basement Wall 1:Solid Concrete or Masonry 650 13 0 3.0 0.048 31 Wall height:9.0' Depth below grade: 8.0' Insulation depth:9.0' Crawl 1:Masonry Block with Empty Cells 1,808 3.0 3.0 0.116 90 Wall height:7.0' Depth below grade:6.0' Insulation depth:3.0' 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 2009 IECC requirements in REScheck Version 4.6.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Murphy Residence Report date: 09/17/14 Data filename: C:1Users\ericn\Desktop\murphy_2014.09.17.rck Page 2 of 8 S'EP. 22. 2014 12: 29PM INGRAO NO. $710 P. 4 ' REScheck Software Version 4.6.0 Inspection Checklist Energy Code: 2009 IECC 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. Section ' • 'Ptans Verified Field Verified, # Pre= SIP. 22. 2014 12: 29PM INGRAO NO. 8710 P. 5 . •Section , '• Plans Verified Field Verltied `- Founda>kion Inspection' yedue • • 'Value Complies? Comments/Assumptions &'Re•;lb . 402.1.1 ;Conditioned basement wall R- R- DComplies See the Envelope Assemblies [F04]1 :insulation R-value.Where interior 1 ODoes Not table for values. !insulation is used,verification [Not Observable i; may need to occur during ❑Not Applicable 1lnsulation Inspection.Not required in warm-humid locations lin Climate Zone 3. 1 303.2 ;Conditioned basement wail ; 'r • /h _,, ,❑Complies [F0511 insulation installed per , ,uP . Does Not ;manufacturer's instructions. ii:ea+. , In On " 'C'{fH 1%�'' Not Observable < V< n:Not Applicable 402.2.7 Conditioned basement wall ft ft ❑Complies It a lere Envelo e Assemblies [F06]1 insulation depth of burial or ODoes Not ® distance from top of wail. ❑Not Observable ❑Not Applicable 402.2.9 Unvented crawl space wall R- R- ❑Complies See the Envelope Assemblies [FO7]1 insulation R-value. ODoes Not table for values, R- R- al ONot Observable ❑Not Applicable 303.2 Unvented crawl space wall . , .t r r ❑Complies ,, [FO8)1 insulation installed per '' - ❑Does Not s ` h s , SO manufacturer's instructions. -' . .; "# `❑Not Observable f { • . ;❑Not Applicable 402.2.9 :Unvented crawl space continuous Qcomplies [F091 vapor retarder installed over • ODoes Not ke exposed earth,joints overlapped k f ;phot Observable by 6 in.and sealed,extending ata F ❑Not Applicable least 6 in.up and attached to the • ` �' wall. 402.2.9 Unvented crawl space wall � in. A _-in. .❑Complies See b e forvalelo a Assemblies [F010]1 insulation depth of burial or ODoes Not 6 distance from top of wall. ONot Observable ❑Not Applicable 1 rtg,V;r,lA protective covering is installed _' DComplies ?, ao protect exposed exterior Does Not 'h" '-• ,_f'•'l minimum of 6 n.below rade. ONot Observable �,,, 1:;l g QNot Applicable 40 ,53,;?;'i,':•tlSnow-and ice-melting system t ['complies £F,(5`•2] (controls installed. ❑Does Not ipr 1 1 :❑Not Observable ',,:' `s',•.•,,.1 J .C]Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) Ed Medium Impact(Tier 2) 3 Low impact(Tier 3) Project Title: Murphy Residence Report date: 09/17/14 Page 4 of 8 Data filename: C:1Users\ericn\Desktoplmurphy_a014.09.17.rck SIP. 22. 2414 12: 29PM INGRAO NO. $714 P. 6 s• ection ' " ' ' Frarriing'/'Rough-in Inspection Plansitie Verified Field complies? `. coamments1Ass}imptions &"'Rea-1p ' ' 402.1.1, Glazing U-factor(area-weighted U- ; U- ❑Complies 'See the Envelope Assemblies 402.3.1, average). ODoes Not table for values. 402.3.3, QNot Observable 402.5 ❑Not Applicable IFR2I' ' 7`" ` 0 t- ❑Complies 303.1.3 U-factors of fenestration products f L ..',.,4,,',.-,_;,':-;i .j n,, , y«„Eh,,„a � [FR4i1 are determined in accordance ,* ,; ,,❑Does Not c� with the NFRC test procedure or ,' e i?,' ry .it ..,,,,,:',,f.;31.”:' ❑Not Observable taken from the default table. '� ,G',.'..,.-177.7\` r� ••' ^ ` .,ti,.,i. i, ,. * DNot Applicable , _" ?:- 7 7'OComplles 402 AA ',Fenestration that is not site built ,, , x J , [FR201' Its listed and labeled as meeting �µ ., `, . } 'ODoes Not r� AAMA/WDMAlCSA 1.01/1.5,2/A440 i ;; t , ry< ,• ;i s'4 pNot Observable or has infiltration rates per NFRC , f< ' �$ , �y' phot Applicable ,400 that do not exceed code +,,;..,...-.,,,,,,,;,; '. w , , ,, !limits. .:,.•;„,•?.;,. ' r' - 402.".,4.t"''',,,,';IC-rated g g fixtures t r, ' •';''•�, F #.�" lA ";,. `°Complies recessed lighting 'CFR16J?"' Isealed at housing/interior finish �,` ', ',2'.,,," r ❑Does Not ,l•'' and labeled to indicate s2.0 cfm ,' ,„1:4,,,'f',-',$ ' ,�, x; , >'1, °Not Observable leakage at 75 Pa. � ,, ,; ❑Not Applicable 403.2.1 ;Supply ducts in attics are R- • R- '❑Complies IFR12I1 :insulated to zR-8.All other ducts R. R- Oboes Not Sti ;in unconditioned spaces or , ❑Not Observable ;outside the building envelope are; ❑Not Applicable :insulated to a R-6. 403.2.2 All joints and seams of air ducts ,' ‘ 7 ❑Complies [FR13P air handlers,filter boxes,and `° , l '['Does Not `;� building cavities used as return •' •1 `'`❑Not observable ducts are sealed. , < ti ' 1 ' - y❑Not Applicable 403.2.3 Building cavities are not used for y T `❑complies EFR15Ia supply ducts. °_ ,' t7Does Not , °, t `❑Not Observable �' „'❑Not Applicable 4,py,�',',4, ; HVAC piping conveying fluids R- R- ❑Complies ; 0'�Ii .,,iabove 105 QF or chilled fluids ❑Does Not ,, ;;below 55 QF are insulated to mil- ❑Not Observable �,;;�v� y';:13' :❑Not Applicable "4`'"` ' Circulating service hot water R-____ R- ❑Complies .[1 18;1 ;;;',•;pipes are Insulated to R-2. ❑pees Not M7� ,-yer ;,,'I ;;,‘,,,f,,'""',-4' ❑Not Observable • ipNot Applicable '4030,' ,„i ,:)Automatic or gravity dampers are ❑Complies F 4, V`.•.'I installed on all outdoor air ❑Does Not "-+;intakes and exhausts. k T ❑Not Observable '-',.'.1..'f'-',....',-‘,-' rt j ., ' ONotApplicable Additional Comments/Assumptions: E3 High Impact(Tier 1) 2-' Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Murphy Residence Report date: 09/17/14 Page 5 of 8 Date filename: C:\Users\ericn\Desktop\murphy_2014.09.17.rck SEP. 22. 2014 12: 29PM INGRAO NO. 8710 P. 7 Section Plans Verified Field Verified'• #, insulation Inspection Value I Compiie57 t'ornmeilts%Assumptions &Re•.Ip •' • Va Value 30371`, ' ;All installed insulation is labeled ' Zi fi#r,`'s`� ` a'. " 'r „ 1 , ❑Complies ; 1;Z I or the installed R-values ,"� ' `',-; rt�F,�r' y�'kh'J` ; `' I4N;; ] i s �` 5 ❑Does Not I ;+ ,}provided. ' vr? ,.•' ;� f,.,,'" , �` i w, ^'''�❑Not Observable i, ,'if L 1 ..T�v i1,KrF L ! LF.?: 1�• ,;',,,•;,,•-•-,,,,.-.1....a.:,,.v -.'c''.1.1 ;,`',‘ i R h?:•`"`LiNotApplicable 402.1.1, •Floor insulation R-value. I R- 1 R- ❑Complies ;See the Envelope Assemblies 402.2.5, ❑ Wood !❑ Wood ❑Does Not table for values. 402.2.6 ❑ Steel 1❑ Steel ONot Observable UNIT ONot Applicable 303.2, ;Floor insulation installed per ,....77.--7.,' •N?,,,v--7--7--,-,..-..:-..,,. 1= ' F %3�. \--:,..,!..4�-S❑Compiles 402.2.6 `manufacturer's instructions, and ''':,;',','Al., - , t,w ❑Does Not [INV in substantial contact with the , °y ;`•f3 ,' , 4P%❑Not Observable �} underside of the subfloor. y ` ,,t',` f " ,phot Applicable 402.1.1, Wall insulation R-value.If this is a R- 1 R- ❑Complies See the Envelope Assemblies 402.2.4. mass wall with at least} of the ❑ Wood ;© Wood ❑Does Not table for values. 402.2.5wall insulation on the wall 0 Mass '.❑ Mass ONot Observable [INV 1 exterior,the exterior insulation ❑ Steel ❑ Steel ❑Not Applicable 6 requirement applies. • , 303.2 Wall insulation is Installed per r . ;',`.:,'1.'",rt,i k ?�`, *❑Complies [1N4]1 manufacturer's instructions. ,,',-,,,__'in- • ,• `: ° 1'. I1.,x�,❑ oes Not, , zD I I!, L i , ' - [Not Observable LI ., t `, t fid% % • :.❑ , ,; _ Not Applicable ; Additional Comments/Assumptions: 0 High Impact(Tier 1) ©Medium Impact(Tier 2) ©Low Impact(Tier 3) Project Title: Murphy Residence Report date: 09/17/14 Data filename: C:\Users\ericn\Desktoplmurphy 2014.09.17.rck Page 6 of 8 SEP. 22. 2014 12: 29PM INGRAO Na $710 P. 8 , • section Plans Verified Field Verified Firiaf"i�tspettlon ProKisioris Cornplies7 , ;Comr Ont.ss/Assurnpkions &-Req.Il Value Value , 402.1.1, Ceiling insulation R-value.Where R- ' R- ❑Complies See the Envelope Assemblies 402.2.1, >R-30 is required,R 30 can be Elwood i❑ Wood ❑Does Not #able forvafues. 402.2.2 used if insulation is not ❑ Steel '❑ Steel ❑Nat Observable [FI1]1 compressed at eaves.R-30 may kz: be used for 500 ft2 or 20% C]Not Applicable (whichever is less)where ; sufficient space is not available. 303.1_ '' 1,' ❑Complles 303.2 1 1, ma�lnufa'cturer's innsulation struactionper 4, .:$x r uz?':' .1..;:4‘+" �l r i ;'i�}+ "Does Not Blown insulation marked eve , `% „.-,;.„.1...i.,';t � , } ", v [F12], every 4 ,�}� � ', ,,, >.7,-...,�4•,,,,,,;,.,--,,,„.„,' []Not Observable 300 fly. • ' ' >4,,. n`j:. ' '['Not Applicable 402.2.3 Attic access hatch and door R- _ R- '❑Complies i [FI3]1 insulation}R-value of the 'ODoes Not 9 adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.2, :Building envelope tightness ACH 50= ACH 50= l7Complies 402.4.2.1 'verified by blower door test result ODoes Not [FI17]1 of. 7 ACH at 50 Pa.This ['Not Observable 40 requirement may instead be met ❑Not Applicable via visual Inspection,in which case verification may need to occur during Insulation Inspection. 403.2.2 Post construction duct tightness dim cfm ❑Complies F1411 test result of sa cfm to outdoors, ODoes Not ,� or 512 cfm across systems.Or, :❑Not observable rough-in test result of s6 cfm ❑Not Applicable across systems or. .4 cfm without air handler.Rough-in test verification may need to occur , f during Framing Inspection. I _ 4"3:1w,;•;:!Programmable thermostats ` , ;: '❑Complies '� 9,]2''y°''”"installed on forced air furnaces , ODoes Not ` ' ""'1 '❑NotObservable ,.'�, "••'i ❑Not Applicable 03u,".02'1,/,!,.,Heat pump thermostat Installed . z UComplies ;Ell 0'i ', ion heat pumps. Does Not *e;.-,,‘-4,,..!; , 3 ,. 'C]Not Observable � x x• :," <` > ❑Not Applicable ti40:3�44"".."•�;�,l Circulating service hot water ❑Com plies ° ,�f.I ��+`' 7 ❑Does Not "s1d,,, ,, ;systems have automatic or „r• s:, accessible manual controls. 7° ❑Not observable M �;'.: , '° - '! DNot Applicable 404.1 150%of lamps in permanent ^ E x fi • • QGomplies (FI611 ;fixtures are high efficacy lamps. ' . _ :❑Does Not � r • i } Not Observable !' Y. ".1''I❑Not Applicable l 07:"g.',, 'Compliance certificate posted. l ❑Complies s ` ;. .. ; x i , ODoes Not : ,)::,;r;>7/1 f4 ' ' s©Not Observable ' "" .,-,.#., ❑Not Applicable 303.3 • Manufacturer manuals for ',. - ,r❑Complies , EFI18? mechanical and water heating . N ' ❑goes Not equipment have been provided ",;°J 7 ', ' r `;❑Not Observable ^i " c ''❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) ,2;•Medium Impact(Tier 2) ( 3 I Low Impact(Tier 3) Project Title: Murphy Residence Report date: 09/17/14 Data filename: C:\Userslericn\Desktop\murphy_2014.09.17.rck Page 7 of 8 ,STP. 22. 2014 12: 30PM INGRAO NO. $710 P. 9 • El High Impact(Tier 1) ;"2 Medium Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: Murphy Residence Report date: 09/17/14 Data filename: C:\Users\ericn\Desktop‘murphy 2014.09.17.rck Page 8 of 8 ,STP. 22. 2014 12: 30PM INGRAO NO. 8710 P. 10 2009 IECC Energy Efficiency Certificate insulation Rating R-Value Above-Grade Wall 14.00 Below-Grade Wall 6.00 Floor 21.00 Ceiling /Roof 32.00 Ductwork(unconditioned spaces): Glass &Door Rating U-Factor SHGC Window 0.30 Door 0.30 Heating &Cooling Equipment Efficiency Heating System; Cooling System: Water Heater: Name: pate_ Comments SURVEY OF I- TO E1RTY SITUATE MATTITU CK 4 d 4 ° TOWN OF SOUTHOLD 4 4 SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 1 44-02 - 28 a ° d d 4a d aR3�" 00SCALE 1 "=20' /0/FFUSARo ° a ) •/P...--- f `JO, . ° d a4 AUGUST 24, 1998 3 SSA / 04 d BA 13'ii 1' L /•�� Q� cc- s\�� 4 ° e MARCH 26,JANUARY2014 REVISE UPDATE PROPOSEDAVEY DDITION J 0, ° ° JUNE 25, 2014 ADD STORMWATER DETAILS d AUGUST 22, 2014 REVISE PROPOSED ADDITION /. 4 e /� a AREA = 29,000 sq. . ft. • ° � e � / NPN 4 • 0.666 ac. C / G a Iso a a N� 2 .20 /6 • 4 A ,i O rg /. ° d a CSS .0,F C7 d O • vQ c.\ �.. A a d ° a 4 , 0 c^ • \v .. A ` °d 'LT •X �65 ? C0 � e \ P00d A ° N P PE �\ AZ�� • ° e \\ ° d A 4 ° \Ro f �('' r f CURB A 'vlPv 4 A A �Z \f Y�G. \\ PSKF-SgP\-\' ��G�PN B\-OCe A a 0,1\\:- 'c7"' PLp�'° A A a Z ^nom, V__JC \\ R8 g AA PSP4G d d�/\o os Y Vu- ° d 4 ° p ° -..A a aNG Oo /'I- 4 6 ° 4 OCN�x28 tr� a \C''''':._ U4 .74 \✓''�LP \ 4 p A e e'�G\PN `1-' 9 a ' , d A ° d 4 A p • ` 4 O0 J d e A 4 A p / ° \ e by ° 4 pA 4 d ,Ug9/ ,,e , a A A 4 0 / • 0.-S \ A 4 4 A 153 / a Ls OSNE A 4 a A A4 / e A e 4A. $� 0 4 4 p 0 O OV FRHµ .\� 0 02 A Ad o6 0 WR\ • ° YG� 88 Z e 4 A 2 ir OVER=EAO WIRES a 54 t.0 4 D �\ RP • - i No GPRP�E f d° d Y .tA. CT .� ° °Z Go i . G0� �O N� ii4Z ZgZo'L �i �O • ° eeT O O r'. 1 O C `PG a ,i e\o,E • IC, CA F, o d0� 50 ••• LP:\T ``` `� e° 44O q � G • c. F '53 4 e ° a ��� W o • �))) 41*k s GPo�� • / ' dm<� ^2 ( ) of ;... , G F� HZ .` )( ) • Y�RSjPLS,. ^�i�' �A 5 Ey % 4 ' �� CNK FE• (r -PI• A�� .-----"- / ', o moi' \ O (LvG . -01 95- ° 4 do vZ T N CNpN �\� ) O 2- / G� \ GOND .NG iv°� Z �( ) cn° Bio "F zA" \��� � • $�� ) 2- 2 -oo 2� •`S \�O 9o d ( /5/ • sS-\\ 3 \\\721--- \o�� — – d 5.. ':) 40 4v .---� "� �°A , / �oP�SCA \ - -.\ r \ O e LO 0 9 �" °s 0�U, No�s� /. \. • `�., P i\A' "4 \ \ 0 a a °' e '-V. o o -A d \ &Wo � \ \ • '0\v° °4 e '.1 0 SFr ��� \ Q ��. 4111 \ r' O ) mu) / • �Z P zOP p L V. �* .�.OP-,_\ ( 5\ \-- ' ' 4 a cP <�� ` O�� \ \G 03N.. 02y A e (2> 'LP 1 NOE )) • �q D ' o G. OLE I�. ,�.. ) 5�,�(p \ • 00 2 2 e'° d , C� ; F-NCE a ) St Fp\ m1044H 0 \ , - e SO'C\ RPL Z�Z0 t Z • ACS • &\-_.--- ... P\N\F‘\( NCC ��o 01��a o, EROSION &SEDIIVINT CONTROLS \, ) • �i ��o ��� Shaft include but not be limited to: j • r / <<�o �� A well maintained Construction Entrance, c • j �� F6CY Wire Backed Silt Fencing,stabilization& RN - OGO Seedingof ex osed and/or inactive soils. �O �� Z .�/w N/s/gocKSV°E DIFF o ��o P O 0 F-' NO DRED o�F� DRAINAGE INSPECTIONS Rt;E REQUIRED \—• 6g.2 MIL " ° �o Contact TOS Engineering at 7fi5-1560 before STORMWATER MANAGEMENT NOTES: y 5 Backfill,OR Provide Engineer's Certification 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION CT o MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING 50' MIN that the drainagehas been installed to Code. AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. p / / 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, Z OR TO BE SUFFICIENT TO A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF KEEP SEDIMENT ON SITE U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING 6 w HAY BALES AND/OR AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS f SILT FENCING -I OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL 0.> 01 a DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS ! \ O oo TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE ° „ Z y O SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE r w w cT o n SCREEN IS REMOVED. 0 . . 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, 0 5 A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL 4 I Z Z �, BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT 4111 O SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES O_ ~ o SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS ' Q NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED � %\\� �R� AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE \ -_ ( 11 v OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED ,4 UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. �� Y 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. HAY BALES AND/OR 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. SILT FENCING 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED STEEL OR WOOD ON THE PROPOSED RESIDENCE. ExrRA STRENGTH FILTER IFARRIC POST(TYP.) 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. 36" •HIGH POLE (MAX.) REO'DEXTRA ST NGT MESH SUPPORT /-/ PLAN VIEW 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS // OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF STEEL OR WOOD POST 10' MAX. O.C. SPACING 00.1:..10.1.. - �' FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. FLow w/ WIRE SUPPORT FENCE T�,/G GEM:N't 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE f— 6' MAX. O.C. SPACING �• .:�% ,0�/ I,�.T� . SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW W/0 WIRE SUPPORT FENCE �1�11 01/ APPROVAL OF STORMWATER MA L IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF •• �r' '� CONTROL PLAN "T• n ode C Pt `r FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, • C` WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE � % 00 FLOW EXISTING GRADE I / • V\ v �/'ril. . ..�- i--- ROAD Uate: VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO \/\ /\/\/ /r�l�, /,,,/t TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING \/ \\/\\ 00 __._„,4011:17.. - -. HAY BALES AND/OR Approve b : PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION i //j ' %\//\i A'TACH FILTER FABRIC SECURELY SILT FENCING AND GROWTH. \ \� \�/\�� �- TO UPSTREAM SIDE OF POST 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA \/% CONSTRUCTION ENTRANCE BASE OF EPARED IN ACCORDANCE WITH THE MINIMUM N / /\/ a" X 6" TRENCH i COMPACTED 3/4" STONE BLEND COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER %�\. / W/ COMPACTED ///////////� t'''/\�//�\//\\//\\ OR N.Y.S. D.O.T. APPROVED R.C.A. IANDARDS�-F,pR TITLE SURVEYS AS ESTABLISHED 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR \ \`�\\\\ik J.T. SILT FENCE DETAILS FILL TO 1B" MIN. ABOVE EXISTING 'OYripE$r1.4L.S:.,(\ND APPROVED AND ADOPTED SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF Nor To SCALE GRADE TO ALLOW FOR DRAINAGE „L)R',„SIXH=I1SE BY'THE NEW YORK STATE LAND OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO k�U� TRENCH DETAIL CROSS SECTION ,i .`T�, L,E AS OCiATIdN. THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, NOT TO SCALE) NOTES:SILT FENCE SHALL BE PLACED PARALLEL TC SLOPE CONTOURS TO �f 1� OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR ( MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER `� ,\` °a CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED TEMPORARY CONSTRUCTION ENTRANCE SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW (NOT TO SCALE) �•. r^ �} OFF-SITE TRANSPORT. Yt' f h •r" t NOTES: TO BE USED WHERE TOPSOIL IS NECESSARY FOR 1. AREA CHOSEN FOR.STOCKPILING OPERATIONS DRAINAGE SYSTEM CALCULATIONS FOR ADDITION: ( .._� REGRADING & VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. Nm�1,•< a TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. ADDITION AREA: 680 sq. ft. �• VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH 635 sq. ft. X 0.17 = 116 CU. ft. /a PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT ,t i� 108 cu. ft. 42.2 = 2.6 vertical ft. of 8' dia. -/ , I.. STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH / leachingpool required APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. LAND REQUIRED PERIOD OF USE. 2 TYPICAL STORMWATER UNIT) PROVIDE (1) 8' dia. X 4' high STORM DRAIN POOL Sk.3 N.Y.S. Lic. No. 50467 I1 (NOT TO SCALE) WITH GUTTER LEADERS `' SLOPE OR LESS (TOPS TO BE TRAFFIC BEARINGg STABILIZE ENTIRE PILE � H' � CAST IRON INLET FRAME&COVER(FLOCK HPC)/63518 TYPE 6840) ■ WITH VEGETATION OR COVER OR 6"THICK REINFORCED CONC.COVER �����_` ���� Corwin ��� FINISHED GRADE UNAUTHORIZED ALTERATION OR ADDITION I^' • N' s' �' N' 8"TRAFFIC REARING SLAB r--1 T 1-0 TO THIS SURVEY IS A VIOLATION OF (mo%)‘1" SECTION 7209 OF THE NEW YORK STATE , . , ! PIPE FROM ROOF GUTTERS EDUCATION LAW. �p/ /\jyy <L <V <L <L <L e'-D' Lan urV eyVr COPIES OF THIS SURVEY MAP NOT BEARING111111114PPPir. N/ H' � H' � H' � y THE LAND SURVEYOR'S INKED SEAL OR CRUSHED 3/a^- 1-1 2"STONE EMBOSSED SEAL SHALL NOT BE CONSIDERED ALL AROUND TO BE A VALID TRUE COPY. y y y LEACHING RINGS CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. < REINFORCED PRECAST ®28 onCONC. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. a'—o^_ IS PREPARED, AND ON HIS BEHALF TO THE \I/4API (mI^) 45, - (m") TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout 'fr si' ���f�\���� LENDING INSTITUTION LISTED HEREON, AND _-�-___ 1 _ TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. STRAW BALES OR SILT FENCE 'E OFFICES LOCATED AT MAILING ADDRESS ;" THE EXISTENCE OF RIGHT OF WAYS 1586 Main Rood P.O. Box 16 GROUND WATER AND/OR EASEMENTS OF RECORD, IF SOIL STOCKPILE ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 (NOT TO SCALE) a 34-015-1 SI T UA T.E ° MATTTL CK TOWN ® F SOUTHOLD A ° SUFFO < COUNTY, NEW YORK SU ! VEY OF -A ° -61 ° ° S.C. TAX No. 1 000- 1 44-02 -28 F Agp °,3NP^GJ 00� ` `f' ° SCALE 1 "=20' N/p/ FUS Rp ° •/Na °55 �' e RBARA L. F�sA �,/ P\PE off, ° AUGUST 24, 1 998 VEY 9P, • SEpx •� sE3�E i9, ° ° MARCH 26, 2014 REJANUARY 29, OVISE 14 UPROPOSEDPDATE RADDITION J •/•/ °� . '0 ° JUNE 25, 2014 ADD STORMWATER DETAILS •/ A ° AUGUST 22, 2014 REVISE PROPOSED ADDITION ... c ° ° ° AREA = 29,000 sq. ft. �kr •�NK F 4 0.666 cc. ■/ GNP\N ° v < AA Z. a N� Zn ■r / . A a �� O �/• e ° s. (.9D Sip N • A °. , / a 41 .sem ° e A - ^ FENS 1?C moi\ e pOP0S•f ° Oib c__< \ t ° ° ° °°1° ` °F°VNE \P \P -Invg o � \ e ° A • ° A ° - RON c^ V10 A e 13 1-17p EPa e pof 7G"}) \\ Oe ' Ng.OA °zA p e ,^�^ \ f o RgP °SGc 4 P aP� p° A SF5� e \1 A /OVE/R;HAOO R\" • \ �O• 1,-'..-- F31" ° A / \ . p e ° GV‘''‘''e'W \ *�x a e A 0-°G a L...0 GP e r - \ a e A e O J A �#M 6 Q • ° A ° ° A ° e° < \----2.-\ fl p1 A a °\ e pA °° ° °AA° A e p o e AAe o2°2A 2O. ' v 5.A N A e e ' � WIRES ' / 1 o GPR 4 ° 11 S °° • °° 9 W. Z 0 Z°? �O N0.o ZG� A T o ORPZE S sa • ° ° e 1% g\D E • °RP\N s G�J� ° ° -a FY 0 ) #•,N . , , , A "i--- '_:.:k .c- <^ ( ) 111,1,,Pm0111*.k 6.1 0 c\-P"G . . ad ,C)c'A 13 00 51 La ,y � 9K �• J(��5o CO � ► '�O A\C, \G N °7e A ° • • V•-'C'' � ��� / 9 v 0 N 0N . � ) Z / / oo 0 ��O / 0�,Z °2G rdGNP 0 \ \YLV� �7.-Pfn 7 `-L, Za C ,i, -A 0F ZA.A \ �wva � 9 2o • • ,j \ s 0 9 -4 d o � ( g2 \ \0� °N ��� d o � ) --- / • STS-7\.y. -4A c \ \ \ � \ y CC � / O 4 ° ° A� P� � - � \oo0G) / � vaj 9ma • ErO O �� \ \ O� d � Ycj O F 0 /' \ Q.,s \ e ) P'c2- C)1\ -1-23 \(5, / • G �1 �0AE ' � '' � ' \ 0 ° A2 G 9 ...1 ,---" , )4_,.. ----- 0 p 3 ID - ' `C, NOD -\ o=- NF��2 , ° ° ° G. • i un C o C- ,,....-A E.I . \ ) Sr)''''% \ •0 " oo 2 ) < ST C O 0• E ) � • \ C-7 ° ° <PLFOG2( o Sp\t \ /4 O S-JlJA ° t.2• °t • FENcE �Oo I • P-P L�Z \..0(NK , 10 � �• GNP\�- �0 � : ' • • • / O Z 4\ )) / - /o � ) • .- � V sin a �� o�0 F 0 • ,% p CSWDg O / N/ gELo�-0 \ o r^.z_ % sAKo o \ . � 0 R' �4 5/g2� MRE � j5 v 141-131 ��� �QSTORMWATER MANAGEMENT NOTES. oG 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION 1.--z. MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. 5- 50' MIN. 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, 'Z / OR TO BE SUFFICIENT TO / A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF - KEEP SEDIMENT ON SITE U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING z AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. HAY BALES AND/OR I THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS > SILT FENCING --.1OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL a LP DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS o \ O o TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE \ O� n0 G SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE �' u m 0 SCREEN IS REMOVED. O o .„ 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, • ,--i 0 (ti z 2 A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL Q Z t '( - BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT 0 SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES ti 'o0 SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS .� Q NECESSARYEATO ENSUREEPROPER FUNCTION, VE UNTIL ALLDISTURBED E �.�� �^� AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE \ ���JJJ -(�]!, OF A BALE E VE MONTHS. SEDIMENTS TRAPPED BY THE BALES I �� ��� SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. HAY BALES AND/OR V 10\0 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. SILT FENCING 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED STEEL OR WOOD ON THE PROPOSED RESIDENCE. EXTRA FILTER FABRIC POST(EYP.) 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. REO'0.EXTRA STRENGTH GT MESH SUPPORT r/ PLAN VIEW B. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS 36' HIGH POLE (MAX.) STEEL OR WOOD POST ,i!S%' OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF 10' MAX. O.C. SPACING FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. FLOW W/WIRE SUPPORT FENCE //��/� 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE �-- 6' MAX. O.C. SPACING /�IiIIxi'r■r� eKoe SEEDED WITH AN APPROPRIATE PERENNIAL GRASS. AND MULCHED WITH STRAW . W/O WIRE SUPPORT FENCE ,,/ij IM �/� .• IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF •j� �� .' :�`- FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, ��% �._�--�--."^ ' WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE //� • •".- FLOW EXISTING GRADE VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO j\\\\ .j\\/\\ % / l':----'-"-----. - - . ROAD TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING //\// /\//\, //���' • PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION i >X// j\\/\� /I�� .-•• -•. HAY BALES AND/OR AND GROWTH. 2 X\,,,. � • , ATTACH FILTER FABRIC SECURELY \\ \\ \\/� TO UPSTREAM SIDE OF POST SILT FENCING 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA a / / �4• 5 6" TRENCH CONSTRUCTION ENTRANCE BASE OF THANT'TIVE SQUARE FOOT WITH INCONTIGUOUS UNVEGETATED AREAS NO LARGER /�\.�/ W/COMPACTED /////\" ;.;;,'„, ��//�//i\\\ COMPACTED 3/4" STONE BLEND PREPARED IN ACCORDANCE WITH THE MINIMUM • OR N.Y.S. D.O.T. APPROVED R.C.A. STANDARDS FOR TITLE SURVEYS AS ESTABLISHED 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR '\ / t\\ ' SILT FENCE DETAILS FILL TO 18" MIN. ABOVE EXISTING BY THE L.I.A.L.S. AND APPROVED AND ADOPTED SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF V NOT TO SCALE GRADE TO ALLOW FOR DRAINAGE FOR S)01- OSE°13Y E NEW YORK STATE LAND OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO -TRENCH DETAIL CROSS SECTION TITLA$SOCIATIf1N. THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO �� `c..*-' .<��� OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR (NOT TO SCALE) MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED TEMPORARY CONSTRUCTION ENTRANCE ''' ' f\FT '>t SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW �� OFF-SITE TRANSPORT. (NOT TO SCALE) •' 4., 1°t ,5 TO BE USED WHERE TOPSOIL IS NECESSARY FOR NOTES: . .T }r 1s,, C \ _ 1. AREA CHOSEN FOR STOCKPILING OPERATIONS DRAINAGE SYSTEM CALCULATIONS FOR ADDITION: 2:'. T - $• REGRADING & VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. _ 'd TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. ADDITION AREA: 680 sq. ft. I l�F: VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH '� PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT 635 sq. ft. X 0.17 = 1 16 cu. ft. r �,,�. STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH 108 Cu. ft. / 42.2 = 2.6 vertical ft. of 8' dia. C✓ APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. leachingpool required �'+ G"' AND REQUIRED PERIOD OF USE. TYPICAL STORMWATER UNIT qir i.......„./ 2 F.. .�SLOPE OR LESS (TOPS TO BE TRAFFIC BEARING) PROVIDE (1) 8' dia. X 4' high STORM DRAIN POOL �, ' _ � 5. Lic. No. 50467 STABILIZE ENTIRE PILE �, �, �, �, I 1 (NOT TO SCALE) WITH GUTTER LEADERS - T ;,,,,-, _j, ,.� WITH VEGETATION OR COVER CAST IRON INLET FRAME&COVER(FLOCKHART{(63518 TYPE 6640) ‘L, , J FINISHED GRADE OR 6'THICK REINFORCED CONC. COVER UNAUTHORIZED ALTERATION OR ADDITION 8'TRAFFIC BEARING SLAB 1.-0. (mo,) TO THIS SURVEY IS A VIOLATION OF Nathan Taft Corwin IDI W SECTIOEDUCATON2OQ OF THE NEW YORK STATE \lip W W ` PIPE FROM ROOF GUTTERS L an Surveyor - B'-o" COPIES OF THIS SURVEY MAP NOT BEARING w ,I, ,Y ,1� ,1' ,I, ,I. Y v THE LAND SURVEYOR'S INKED SEAL OR ` CRUSHED 3/a"- 1-1/2'STONE EMBOSSED SEAL SHALL NOT BE CONSIDERED N .4, y ,I, ,I, Nl, •I/ •1/ A AROUND TO BE A VALID TRUE COPY. ,I, ,L ,I, ,L ,I, i4.• LEACHING RINGS CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. c REINFORCED PSI PRECAST DACONC. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. y y y �, y y IS PREPARED, AND ON HIS BEHALF TO THE (mla) a'y �(ml�.) �� ����r� TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND -�--_ III TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 ~ TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. STRAW BALES OR SILT FENCEI r 'E OFFICES LOCATED AT MAILING ADDRESS - THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 GROUND WATER AND/OR EASEMENTS OF RECORD, IF SOIL STOCKPILE ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 (NOT TO SCALE) 34-015-1 DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before natkfill,OR Provide Engineer's Certification ' that the drainac"e hAS been installed to Cm'10 OFACL:: General Notes Sco e of Work - p ZONING CODE BUILDING DEPARTMENT INFORMATION ON LEAD CONTENT BEFORE .t . r .. Existing residence to remain. Proposed addition to first �►�'� ,r f 0% .s ,-r I . All work shall be performed in strict accordance with the rules floor with crawl space as indicated on plans. ` ' t t`�° iau ` ` a. . �'FRTiF�CATE QF OCCUPANCY and regulations of the Southold Building Code and the New York Mattituck, Southold DATE: P P.;`31 Code: Town of Southold ZoningCode Suffolk County, J State codes having jurisdiction over any portion of the work. NY SOLDER USFn IN WATER yv Zoning District RR Tax# 1000-144-02-28 PRESCRIPTIVE OR ENGINEERED: PRESCRIPTIVE •SUPPLY SYSTEM CANNOT FFP .463 / rv:._ �-3-- .__._ __ 2. Thegeneral contractor and all subcontractors shall visit the site Additional Construction Notes SQUARE FOOTAGE ADDED: - j NOTI1 Y BUILDING DEF';•,IR I iv"LIN I i-•d EXISTING PROPOSED �J,1 D� LEAP. E�;���.i./ I D OF �/G� n q ^f i and verify all dimensions and the existing conditions covering or 765 1�0? 6/' �: TO 4 PfJi FC; t T,IE affecting the work prior to construction. Any discrepancies or I I . All portions of the proposed structure shall comply with ZONING REQUIREMENTS AND ANALYSIS FIRST FLOOR AREA(INTERIOR SPACE): 1,825 SQ.FT. 2,458 SQ.FT. � 1.FOLLOWINGOUNDINSPECTIONS: NTWO 1. FOUNDATION - REQUIRED D omissions which would interfere with the satisfactory completion of the Building Code of the State of New York and the FIRST FLOOR AREA(EXTERIOR DECK): 790 SQ.FT. 890 SQ.FT. FOR POURED CONCRETE • • the work described herein shall be reported to the architect. Residential Code of the State of New York. Description Required Actual DESIGN LOADS: ROOF: DEAD:20psf;LIVE:20psf; SNOW:45psf PLUMBING I (P.'( 7 "•' P P P 2. i �J'UGH - Ff,,AP 1.,,., & i L�1�.,� .G Lot Size 29,000 SF SECOND FLOOR NON SLEEPING AREA:DEAD:20;LIVE:40 ALL PLUMBING WASTE 3. INSULATIO l 3. Before starting work, the contractor shall make a thorough 2. All portions of the proposed structure are designed to - &WATER LINES NEED 4. FINAL - CONSTRUCTION MUST examination of those portions of the structure in which the work is comply with local geographic and climactic criteria as Lot Width 200 FT TESTING BEFORE COVERING nT Cn� ni r-Tr: rr > r' n to be performed, checking all the adjoining or underlying locations. stated in the adjoining table. Lot Depth 145 FT ALL CONSTRUCTION SHALL MEET Thr Report to the architect any and all conditions which may interfere ATTICS :WITHOUT STORAGE:DEAD : lOpsf;LIVE: 10 psf - WITH STORAGE:DEAD: 10 psf;LIVE:20 psf Front Yard 41.1 FT REQUIREMENTS OF THE CODES OF NEW with or otherwise affect or prevent the proper execution and 3. All structural elements are designed to be adequate for _ STAIRS :DEAD: 10;LIVE:40 - GUARDRAILS&HANDRAILS :DEAD:5 ;LIVE:200 YORK STATE. NOT RESPONSIBLE FOR completion of the work. Do not start the work until such conditions a ground snow load of 45 psi, and wind speed of 120 mph. Rear Yard 52.7 DESIGN OR CONSTRUCTION ERRORS. have been examined and a course of action mutually agreed upon. - EXPOSURE CATEGORY: C RETAIN STORM WATER RUNOFF 4. Footings shall be at a minimum of 36" below finished Side Yard 31.7 FT 4. Failure to notifythe architect or the owner of unsatisfactorygrade. SEISMIC DESIGN CATEGORY: B PURSUANT TO CHAPTER 236 Minimum Livable Floor Area/Dwelling Unit 2,504 SF conditions will be construed as an acceptance of the conditions to % WIND ZONE: 120mph;Zone III-WITHIN 1 MILE FROM COAST, MISSILE D TEST APPLICABLE OF THE TOWN CODE. properly perform the required work. 5. Poured concrete shall have a compressive strength of Maximum Lot Coverage - p ; PROTECTIVE GLAZING PANELS: 1/2"PRECUT PLYWOOD PANELS FOR PROTECTION AGAINST WIND BORNE DEBRIS,APPROPRIATE 25 psi at days. Maximum Building Height 14-6 - 5. The execution of the work constitutes acceptance of the Maximum Number of Stories 2 ATTACHMENT HARDWARE SHALL BE INCLUDED.PANELS SHALL COVER ENTIRE GLAZED OPENING,INCLUDING O'�,F R,HIF AND USE OF DnI-LIP,ENTS. conditions. Later claims will not constitute relief from the G. Sill plates shall be preservative treated wood and beHE ET II DRAWING^ AND SFECIFICAfION: A, MAIN .LENT. Of" PRO[FESsII1H)L SERVICE APE AND I-HALL PENAIN THE requirements of the work, nor will extra compensation be paid by installed above the 160 oz copper termite shield. RFORERTY Ill THE APC HITECT THEE D❑C ONENTS APE NOT TO RE U'ED IN WHOLE FD IN RAPT, FOR ANT OTHER FFD IFC T= OR RI'T LOSES, OF BY AGE OTHER PARTIES, TH,O1 THOSE F'FEGI H I the owner. LUMBER SPECIES&GRADE: DOUGLAS FIR-LARCH, SELECT STRUCTURAL GRADE,Fb= 1450psi A�ITHITF'I.ED Br CLOIPACI AND WITH SPECIFIC WRITTEN 7. Shingle siding shall conform to ASTM D 3679 I ALIT HTFISATION. G. All work is to conform with drawings and specifications of the requirements and be installed in accordance with the GEOGRAPHIC AND CLIMATIC D1- SIGN CRITERIA ENGINEERED LUMBER-LVL 1.9E Fb-2,600psi & 11 7/8"TJI/560SERIES MAXIMUM VERTICAL SHEAR-2,050 lbs architect and engineer consultants. requirements of the Building Code of the State of New SHEATHING: FLOORS :(1)LAYER 3/4"CDX TONGUE&GROOVE SUB-FLOOR,GLUED&SCREWED ; York and manufacturers specifications. Ground Wind Seismic Subject To Damage From Winter Ice Shield Flood WALLS : 1 7. The general contractor is to maintain a complete and up to date Snow Speed Design Weathering Frost Termite Decay Design Underlayment Hazard O LAYER 5/8"CDX APA RATED,NAILED WITH 8D @4"O.C.@EDGES,6"O.C.@INTERIORS;IF PNEUMATIC GUN ������ ` �� "'� set of drawings on the job site at all times, including contract 8. An ice shield of self adhering polymer modified bitumen Load (mph) Category Line Temp. Required IS USED,NAILS SHALL BE.097-.099 NAIL 1-3/4",3"O.C.@ EDGES,6"O.C.@ INTERMEDIATES USE IS UNLAWFUL documents and specifications. sheet shall extend from the eaves edge to a min. of 24" Depth ROOF:(1)LAYER 3/4"CDX APA RATED,NAILED WITH 8D 4"O.C. EDGES,6"O.C. WITHOUT CERTIFICATE 8. The contract documents and drawings are not to be inside the exterior wall perimeter. INTERIORS;IF PNEUMATIC GUNS ARE USED, @ @ @ 45 psi 120 B Severe 36" Moderate Stiight 11-83 YesNAILS SHALL BE.097-.099 NAIL 1-7/8",3"O.C.@ • scaled under any circumstances. Field approvals by the architect To Heavy Mo este EDGES,6"O.C.@ INTERIORS OF OCCUPANCY , are required are required for final locations of exterior and interior Ener Conservation Notes , r `- ' �/ I H ALL CODES OF partition walls, wall openings, electrical outlets and devices ✓ C1Gf�. LY ` including light fixtures, mechanical devices and equipment, plumbing NEW YORK STATE & TOWN CODES • fixtures, and decorative surfaces and materials. I . All building envelope components shall comply with AS REQUIRED ' • ! '. - OF Chapter G of the Energy Conservation Code of the State of DOOR SCHEDULE - D IZAWI N G LIST 1. TOW"'Z3A • 9. Furnish and supply all materials, labor, and equipment as required New York. S�I:a::: r • TT \ I I 4' to perform and complete the work indicated in the contract T 0.00 COVER BUILDING DEPARTMENT INFORMATION I SO� � �Q '1 P�T-I BOARD documents and drawings. 2. All glazing shall have a max. U Factor of .40. FIRST FLOOR � - ^ EX I .00 EXISTING PLANS/ DEMOLITION PLAN Sv- �r°t iRl1�TC�J 10. It shall be the contractor"s responsibility to ascertain all 3. Ceilings shall be provided with a mm. K-38 fiberglass I EX 2.00 EXISTING ELEVATIONS iu y batt insulation. DOOR LOCATION FROM-TO MANIUFACTURE/STYLE W X H REMARKS prevailing procedures including: storage and toilet facilities, DOOR A 0.00 FOUNDATION PLAN • protection of existing work to remain, access to work area, hours ! STUDLOU of permitted work, availability of water and electric power, and all 4. Exterior walls shall be provided with min. R- 18 fiberglass D100 ' SUNROOM ANDERSEN- A SERIES j 3'-3" X 6'-8" INSWING - REFER TO PLAN D100 A I .00 CONSTRUCTION PLAN batt insulation. other conditions and restrictions, for this particular location. l SUNROOM + A-2.00 ROOF PLAN z ID ANDERSEN- A SERIES 6-0 X 6-8 DOUBLE FIXED UNIT ID 5. Floors shall be provided with min. R-19 fiberglass batt A 3.00 PROPOSED ELEVATIONS I I . The general contractor shall take every precaution to protect SUNROOM the existing work to remain. If work to remain becomes damaged ® insulation. ANDERSEN- A SERIES 6'-0" X 6'-8" DOUBLE FIXED UNIT D10 A-4.00 BUILDING SECTIONS 04.04.2014 ISSUED TO DOB FOR REVIEW during the course of operations, it will be repaired to the owner's G. Basement walls shall be provided with min. K-9 lipSUNROOM ANDERSEN- A SERIES 10'-0" X 6'-8" QUAD SLIDER A-5.00 BUILDING SECTION 09.01.2014 ISSUED TO DOB FOR REVIEW satisfaction, at no additional Polystyrene rigid insulation. ID A 6.00 FRAMING PLANS cost. A-7.00 FRAMING DETAILS 12. The general contractor shall obtain any and all permits required . • for the performance of the work, and also file the necessary documents with the Department of Buildings in preparation for Provide MSTA3O or equal WINDOW SCHEDULE permitting. metal straps over ridge to roof rafters typ. @ 16" O.C. 13. The general contractor slhall make the necessary arrangements (not applicable if collar ties FIRST FLOOR to utilities and services temporarily disconnected while performing . i I'are present) the work as required, and maintained for temporary use. 44' ` WINDOW LOCATION MODEL UNIT W X H HEADER HT. A.F.F. REMARKS W I N D OW / DOOR NOTES • 14. The general contractor shall do all cutting and chopping for all til subcontractors and trades. 1 SUNROOM QTY. - 2 ANDERSEN-A SERIES DOUBLE HUNG 2'-0" X 4'-9" 6'-8" w TSUNROOM • QTY. - 1 'ANDERSEN-A SERIES PICTURE 4'-3" X 4'-9" I 6'-8" I. SUBMIT THREE (3) COPIES OF THE HARDWARE SCHEDULE. FOLLOW 15. The general contractor shall provide proper shoring and 2 DOOR AND HARDWARE INSTITUTE (DHI) GUIDELINES FOR bracingfor all remaining structure rior to removal of existing �� SCHEDULING. FURNISH INITIAL DRAFT OF SCHEDULE AT THE g p Provide (8) I Od common ' SUNROOM QTY. - 2 'ANDERSEN-A SERIES DOUBLE HUNG 4'-3" X 4'-9" 6'-8" EARLIEST POSSIBLE DATE, IN ORDER TO FACILITATE THE structure. �/� / nails each end of collar ties rt 3 FABRICATION OF OTHER WORK. FURNISH FINAL SCHEDULE AFTER typ. i ,� „ (w) SAMPLES HAVE BEEN APPROVED. 16. The general contractor shall be responsible for necessary . . SUNROOM QTY. - 1 :ANDERSEN-A SERIES PICTURE 6 -0 X 4-9 6-8 patching and refinishing of the adjacent properties as required due oror Provide alternating Simpson • I 2. PRIOR TO SUBMITTAL OF THE FINAL HARDWARE SCHEDULE AND H2 H I O or equal hurricane • DELIVERYO:FUEL HARDWARE, SUBMIT ONE (I) SAMPLE OFEACHto contract work within the project site. ' straps to tie roof rafter to W - - EXPOSED HARDWARE UNIT. SAMPLE WILL BE REVIEWED BY THE � dbl. plate * stud - typ. C > ' BASEMENT QTY. 2 ANDERSEN-A SERIES CASEMENT 3'-0" X 51-0" 6'-8" 'EGRESS 1W\ ARCHITECT FOR DESIGN, COLOR, AND TEXTURE ONLY. 17. The general contractor will be responsible for scheduling all 61 i B1 COMPLIANCE WITH OTHER REQUIREMENTS IS THE EXCLUSIVE / RESPONSIBILITY OF THE CONTRACTOR. SAMPLES APPROVED BY inspections as required, including: (B2 W BASEMENT QT . - 2 'ANDERSEN-A SERIES CASEMENT ; 3'-0" X 5'-0" 6'-8" ;EGRESS /W\ THE ARCHITECT SHALL BE TURNED OVER TO THE OWNER FOR ATTIC 1 (a) foundation . � i (b) rough framing • STOCK. 3. DO NOT PROCEED WITH INSTALLATION OF HARDWARE UNTIL . (c) rough electrical i. SAMPLES HAVE BEEN APPROVED. APPROVED SAMPLES MAY BE • (d) rough plumbing INSTALLED IN THE WORK AFTER SUBSTANTIAL COMPLETION OF (e) final electrical (f) finish .6 WORK. 4. PROVIDE KEY SCHEDULE SHOWING ALL KEY NUMBERS AND SPACES 18. Surplus material of every character resulting from the work, � I 1 TO WHICH EACH PERMITS ENTRY SHALL BE PROVIDED. CONSULT .I'; • WITH THE OWNER, AND PROVIDE NECESSARY Which may be left over during the work and after the work is i I' 1 ASSISTANCE completed, shall be hauled away and the site left entirely clean and �' REQUIRED FOR DEVELOPMENT OF THE SCHEDULE BEFORE unobstructed on a regular basis. �'�/ SUBMITTING FINAL KEY SCHEDULE. AFTER FINAL APPROVAL HAS g \� Provide Simpson LPT4 or • BEEN RECEIVED, THE SCHEDULE ALONG WITH THE KEY GATHERING '��� ENVELOPES CONTAINING KEYS FOR EACH LOCK, ENDORSED WITH ' ��. equal metal straps to tie LOCK NUMBER AND SPACE DESIGNATIONS, SHALL BE TURNED 19. Execute the work in a careful and orderly manner with the least ' 11rim board to dbl. plate possible disturbance to the public. I; iii - typ. @ 16"O.C. OVER TO THE OWNER. Provide Simpson HGor 5. THE HARDWARE PER THE MANUFACTURERS SHALL PROVIDE FULL 20. The general contractor is solely responsible for construction • 011equal metal straps to tie REPLACEMENT WARRANTIES, AS PER THE LIST BELOW. safety and shall hold the owner, architect, and assigns harmless ill wall studs of both floors • REPLACEMENT WARRANTIES SHALL NOT INCLUDE ANY LABOR COST. from litigation arising out of the contractors failure to provide to plates $ band joist - typ. - A. SURFACE CLOSERS 25 YEARS necessary construction safety means and methods. .I' @ 16" O.C. B. EXIT DEVICES ' 3 YEARS IP C. LOCKSETS I YEAR PROJECT: 2 I . Perform the work in accordance with the highest standards and D. BALANCE OF HARDWARE I YEAR Provide Simpson H6 or MURPHY RESIDENCE established practices of the trade, and conform to all village, state, 11 equal metal straps to tie wall and federal authorities havingjurisdiction over this work. ./ � .I stud to plate band joist _ - - _ _ - 6 APP DOOR SILENCERS AT ALL DOORS, AS REQUIRED, AND AS 236iC1 Marlene Lit './ / - typ. @ 16" O.C. i �i 1 APPLICABLE PER DOOR DETAILS. • MATTITUCK, NY 11965 PROVIDE 22. Work specified shall be performed by subcontractors regularly 1` ► r engaged ire the supply and installation of work required bythese �: Provide appropriate metal 1, It. ., '_• ��:• f- ;� pP y q a / plate washer, ut anchor L 7. GC TO TAKE RESPONSIBILITY OF WINDOW/DOOR ORDER DRAWING TITLE: specifications. '‘fa -- p ,) bolt to tie sill plate to conc. I -,-,ii ® _ I - INCLUDING QUANTITY, SIZE, LOCATION AND OPERATION. VERIFY COVER TITLE SHEET 1��� �i I��'�' I l I1 I ! / ALL DIMENSIONS IN THE FIELD PRIOR TO PLACING ORDER. I - - - - ; RI foundation wall - typ. @ 0-0" I I -....- I ' 23. It is the intent that the contract documents and bid �'�� O.C. (where I story), 3-0 _ -- � � ' • -- 1,1' 1.1 1 _ I _ specifications include all labor and material to accomplish ai0 O.C. (where 2 stories) I 2" I I complete installation. Bidders are requested to include any from corners of building $ I 1 � � i , incidental work that might occur during the job. After the signing of openings, I 2" min. deep I I I I I I the contract there will be no extra charges allowed for any labor or - - 'T _- -__ - __- -_ SEAL.; - DATE: 10.10.2013 material necessaryto complete the work whether exactlySimpsonI Provide LPT4 or pI E,% D�h��f PROJECT NO: described in these specifications and drawings or not. equal metal straps to tie '�, y� p 9 - - - 7 _ -- -- -- -I ti� l�lN rim board to sill plate - typ. T I C7 \-.\--,-,Tv-.i' ri. \ �! DRAWING BY: @ 16 0.C. 4' ICI, 0 CC `� ,,,A CHK BY: • r-''''!'"4 ,, ..- * SHEET NUMBER: "' SI SON STRAPPINGDIAGRAMiik, 025199 ‘,..„...k- . 1- 0. 00 NTS QF NO CAD FILE: • N/A - 71-8 3/4" V.I.F. 7'-8 3/4" V.I.F. i/ • — -...................._......_..........._T..__..... _..__..._..__.._.............._......._._.............._.._.._.._....._......_........__... ___.____.._._._...__..._..._...._._..__...........................__....._..- �71 — -- I-' LJ..... .......... ... LJ LJ I i 14 I EXISTING DECK FOOTINGS TO REMAIN • rn % i I IN :::: - -i-.- = _._::. ....__ • 4'-9" 17'-0" / / 73'-7 1/4" / LJ LJ L -------- ----- - -- ----------------- ------- • i -1-1;i717.1LZ _ � ] OWNEUHTE AND UTE OF DOCUMENT`• La � I 618" 1— THE ZCT DF DFAWIIIG� AND .FErIFICATION� A. IN;TF'Uh1El1T'. 6"8" 16 4 LIF PPOFCCUIONAL -EP'VICE ARE AND SHALL F'ENAIII THE V-6" " r " I T ... ......................................_.. ..._...__.............._..............._....._....__ ....__-.. .. .............._.._.__.................................._.._./ F'f.l]FEP T1 ❑F THE AF'LMTECT THEE DOCUNEFIT` APE NET TI] 1-6 x 1-6 P.CION,FOOTING W/ M ALIGN EE U,ED m W'hlnl E OR' III EAF-T, AN, ❑THEE' PEO ECT, LI uFAU E ❑F' D. ALD orHER F'AD TT THAN FII E ROREFL, 10"D.P.CONC.PIER _.... • !i AUTHORtzED sr ❑NTRArT AND wTTH sFEctFtr wRIrTEn ACTHORI ATIO 1 N r '1 ....._....... — — — — — — — — — — — — — — — — — INSTALL DAMPROOFING ON EXTERIOR FACE '( : • INSTALL 2"XPS R-10 RIGID INSULATION(PROVIDE .�s FACE ...', POWDER RM CLOSET CONTINUOUS CONTROL LAYERS) ISI ALONG PERIMETER OF FOUNDATION WALL cv I IT t L002.1 70041 BELOW FIN.GRADE INCLUDING PARGED JOINT i� I 1 �� BETWEEN FOUNDATION WALL ND FOOTING I I EXISTING FOUNDATION TO REMAIN. I G.C.,TO INSPECT EXISTING111111111111 EXISTING CRAWL SPACE TO REMAIN. FOUNDATION FOR CRACKS AND A G.C.TO INSPECT EXISTING STRUCTURAL STABILITY AND FOUNDATION FOR CRACKS AND PROVIDE 3X3'OPENING FOR NOTIFY ARCHITECT OF AN -- STRUCTURAL STABILITY AND */1/ :, / BASEMENTACCESS •NOTIFYARCHITECT OFANr ' \,\ . I DEFICIENCIES �- DEFICIENCIES • / <9 I Z-- 1 EXISTING STAIR TO REMAI -- REPAIR FOUNDATION WALL -- �� < ' / BELOW EXISTING F.1P.AS i ...... ............_._..._............. '�/ " k4' I I REQUIRED UP /� I I I oasUELOG PROPOSED NEW BASEMENT. PROVIDE DBL,2'x6"SILL PLATE TOP OF 00 7‘;' ' I I r r W PROVIDE 4"P.CONC.SLAB OVER ' I J FOUNDATION WALL(TYP.PERIMETER)WITH d I —� INSULATION/VAPOR BARRIER/4 TERMITE SHEILD AND FIBROUS INSULATION. GRAVEL TAMPED BASE W/W.W.M.IN L J J `` f- — — STORAGE 04.04.2014 ISSUED TO DOB FOR REVIEW ''r .. : ri 1 ;__001 09.01.2014 ISSUED TO DOB FOR REVIEW I I r I T\ ! \\ ' Q L — i • • I • 1 up i r i1 > 1_. I L:I I Wil4 r-d- 1I r • NEW 8"P.CONC.FOUNDATION WALL W/1'-8"W.X 7I � 10"D.FOOTING(CONT.)BELOW PROVIDE W.W.M. ^ ¢ I 'I 5' to I IN FOOTING&WALL. 36"MIN.BELOW FIN.GRADE M 1//';':. M I I ; • I 1 — i—� —� — J r •rte ......... _..........._.._.._.__. Zvi's"' L . '� J`D -� —�' pEXISTING DECK FOOTINGS TO • r �, REMAIN PROV.-"DIA.X 10"L.STEEL ANCHOR BOLTS16-2 8"6" FOR SILL PL.OF LIGHT FRAME CONSTRUCTION EMBEDDED INTO CONCRETE @ NO MORE THAT 171-6" rpt Lp� L i L01 L J 3'-0"0.C.@ V-0"AWAY FROM EACH CORNER y....._...................._............._. • L _I . - LJ LJ LJ LJ (TYPICAL ALL NEW FOUNDATION AREAS) / L . I- -1 f pJ • L J L J FOUNDATION SCALE: 1/4" = 1'-0" • : i • - PROJECT: MURPHY RESIDENCE 2360 Marlene Ln MATTITUCK, NY 11965 DRAWING TITLE: FOUNDATION PLAN • SEAL: DATE: 10.08.2013 PROJECT NO: ( _ (Nt C � •• O �� MSN e�� DRAWING BY: • Cu! `� `: C� CHK BY: CC - (," -•` 'i SHEET NUMBER: • r IF �)fi rez- A- 0 00 9� 025199 _�O •F OF NSv1 CAD FILE: ' N/A - 1. i • • I • • • li • •111. IISIII• Eln • • I 77 I • EXISTING DECK TO REMAIN. MODIFY EXISTING STRUCTURE TO — ALLOW FOR NEW DECK ADDITION. REMOVE STEPS AT WEST I ❑ ❑— -- - ELEVATION TO ALLOW FOR DECK ADDITION AS NEEDED I r --.-- — --- - -- -- OWNER:NIP ANT USE TE DOCUMENT^ I- THE .CII OF UPAW1rrAL AND SRECIFICATIONS AI Itd_TF'UMEIIT_ f'UPFEI-E Y J IOPIAL SE PVIEE AF'E AND SHALL PEMAIfJ THE PF'F�E'I F OF THE AAF'1.HITEC T. THC�E DOCUMENT ARE NET TO - .EU IN Wh I_E_ DR' IN P, T, FEU ANY OTHER FO EC I. _ AIIIHORIOED1L E CONTRACT AND T WITH JTSPECI ICI WRITTENFLI AREA OF PROPOSED r � L— - — - ............._ ._ __.-.. - _ Al ITHOFIZAT1011 L - DEMOLITION ONLY i N EXISTING �— ............ ' IN N I BATHROOM i''..74:•Hil i, EXIS ING [ 106 : ii I N—, BATH-,00M EXISTING J KITCHEN • •i N i X101 ' - ___r , r.......__ j _ I= . , .i EXISTING WINDOW TO /117 1 . , ,•, II EXISTING Ipp BE REMOVED, r__t 1__J __, — — BEDROOM L105 I L - — j —7, i I EXISTING DWELLING TO REMAIN. \ i N ., ALL WINDOWS AND DOORS TO EXISTING FIREPLACE AND CHIMNEY REMAIN UNLESS OTHERWISE L___r, L---J SFUE LO, TO BE REMOVED. REPAIR FOUNDATION AS REQUIRE.D hil NOTED. EXISTING WEST WALL TO BE is N EXISTING EXISTING IN" LIVING ROOM — _) _ _ — _— — REMOVED. FOUNDATION iI " — BEDROOM 100 ; 717 .i ir' n BELOW TO REMAIN. ° u I 1__102 EXISTING • BEDROOM 04.04.2014 ISSUED TO DOB FOR REVIEW EXISTING WINDOW TO 103 ; BE REMOVED. I i i I �i• 09.01.2014 ISSUED TO DOB FOR REVIEW L I •j -- I _________ ____._.. . . I], ______r- , . ,___ __ ___ __ _ __ ___ __ __ __ __ __ _ __ _ L. _ _ ___ _ . _ _ ___ _ _ ,_ - - -- -- - -- -- ---- -_ _ _ - _ . , EXISTING WINDOW TO 1 . 1 EMAIN.TYPICAL ALL UNLESS Fiji' ; OTHERWISE NOTED - - — - - _ — —; - — —. • • • —Z I -- ==DC1STINGPORCFCTO REMAIIN.-G.C. — - _ • — = TOINSPECTSTRUCTURE�AND EXISTING REPAIR AS NECESSARY — BEDROOM • 1104 •N • - .••- • o o o 0 I . r • . _ -a----- -1 .0 0 • . • I FIRST Fi OOR EXISTING / DEMOLITION PLAN • • LEGEND: GENERAL NOTES: DEMOLITION NOTES: --n EXISTING WINDOWS TO REMAIN UNDISTURBED • 1. GENERAL CONTRACTOR TO LOCATE ALL PLUMBING,ELECTRICAL,GAS&INTERCOM RISERS AS THEY RELATE TO • 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD BUILDING CODES AND ALL • 11. ALL EXISTING PROTRUDING MATERIALS& ........._. THE EXISTING KITCHEN GAS RISER AND ALL OTHER EXPOSED BUILDING WORK.PROVIDE PROTECTION FOR PLUMBING LINES NOT SHOWN TO REMAIN ON THE DRAWINGS SHALL FEDERAL,STATE AND MUNICIPAL AUTHORITIES HAVING JURISDICTION OVER THE WORK. BE REMOVED 1"BEHIND THE PLANE OF THE FINISHED SURFACE.PROVIDE ACCESS PANELS AS REQUIREDPROJECT. RISERS DURING CONSTRUCTION. 2. MAINTAIN FIRE RATING AT ALL DEMISING WALLS.WHERE REMOVAL IS DESIGNATED THEY CANNOT DISTURB THE 2. DEMOLITION WORK SHALL COMPLY WITH THE CITY OF PALM BEACH REQUIREMENTS IN ADDITION TO THE ANSI LOCATION(S)AND SIZE(S)TO BE APPROVED PRIOR TO INSTALLATION.. EXISTING WALLS TO REMAIN UNDISTURBED ! A10.6 SAFETY REQUIRIEMENTS FOR DEMOLITION. 12. REMOVE AND DISCARD ALL FLOOR COVERINGS,CERAMIC TILE,ETC...,SO THAT NEW FLOORING CAN BE • MURPHY RESIDENCE BUILDING STRUCTURE OR FIRE RATING. 3. THE CONTRACTOR SHALL VISIT THE SITE AND CAREFULLY EXAMINE WORK OF THIS SECTION SO AS TO BECOME 3. MAINTAIN EXISTING FIRE-STOP PROPERLY INSTALLED FLUSH WITH ADJACENT SURFACES.THIS SHALL INCLUDE REMOVAL OF ADHESIVES AND FIRE-STOPPING AT ALL PIPE OPENINGS OF EXISTING PLUMBING REMOVED AND NOT FAMILIAR WITH THE EXISTING CONDITION AND NATURE AND SCOPE OF WORK AND DIFFICULTIES THAT ATTEND i SETTING BEDS. 260 Marlene L n REPLACED. 13. BEFORE COMMENCING WORK,THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH MATTITUCK, 4. MAINTAIN ALL CODE REQUIREMENTS AT ALL EXISTING DOORS INCLUDING FIRE,EGRESS AND ADA. • ITS EXECUTION. NY 11965 — — _ — EXISTING WALL PARTITION TO BE REMOVED 4. THE DRAWINGS MAY NIOT SHOW ALL REMOVALS REQUIRED.CONTRACT INCLUDES ALL WORK NECESSARY TO THE DEPARTMENT OF BUILDINGS.OBTAIN ALL REQUIRED PERMITS AND PAY ALL FEES REQUIRED BY THE 5. THE CONTRACTOR IS TO PROVIDE PROTECTION AS PER THE GENERAL MANAGER'S REQUIREMENTS.ALL TOILET PRODUCE THE FINAL ARRANGEMENT AS SHOWN,LEAVING NO EXISTINGI ! • WORK WHICH IS NO LONGER .___.._........_............ .....__...._........__....._...-................................_............................ _......_.........._...._.....__._...................................._..__._.._...... .. NEEDED. GOVERNING NEW YORK CITY AGENCIES. EXHAUSTS ARE TO BE COVERED,HVAC UNITS PROTECTED OR REMOVED FROM THE SITE,THE HALLWAYS THE CONTRACTORliiALL BE RESPONSIBLE FOR THE ENTIRE DEMOLITION OF SPACE;INCLUDING:WALLS, PROTECTED WITH MASONITE AND STICKY MATS PROVIDED EACH DAY AT DOORS. DRAWING TITLE: • • EXISTING DOOR,FRAME&HARDWARE TO REMAIN UNDISTURBED U.O.N. I. 6. MAINTAIN FIRE-RATED CONSTRUCTION AS REQUIRED AT SHAFTS,RISERS,STRUCTURAL MEMBERS,ETC. • CEILINGS,ALL FINISHES,EQUIPMENT AND PLUMBING LINES AS REQUIRED.THIS INCLUDES ALL ITEMS LOCATEDI • ABOVE THE SUSPENDED CEILING,HANGER BARS AND DUCTWORK. • 7. WHERE CHASES,SHAFTS,DEMISING WALLS AND STRUCTURAL ELEMENTS ARE OPENED DURING CONSTRUCTION, _... 5. BEFORE STARTING I PROVIDE FIRE-STOPPING AS REQUIRED BY CODE AT ALL EXISTING AND/OR NEW OPENINGS.A UL-RATED I ANY WORK RELATING TO EXISTING UTILITIES,ELECTRICAL,SANITARY,WATER,HEAT,GAS, ; II 1 FIRE-STOPPING SYSTEM IS TO BE PROVIDED AS MANUFACTURED BY STI,HILT(OR EQUAL(UL RATING ON ETC...,THAT WILL TEMPORARILY DISCONTINUE OR DISRUPT SERVICES TO THE EXISTING BUILDING.NOTIFY THE EXISTING FLOOR PLAN / DEMO PLAN: I� / EXISTING WALL DOOR,FRAME&HARDWARE TO BE REMOVED ( ! SUBSTITUTIONS IS REQUIRED). ARCHITECT AND OWNER SEVENTY-TWO HOURS IN ADVANCE AND OBTAIN APPROVAL PRIOR TO BEGINNING THE IL 8. ALL EXISTING EXTERIOR WINDOW FRAMING TO REMAIN UNDISTURBED U.O.N.. • WORK. 6. GENERAL CONTRACTOR SHALL SUPPLY NECESSARY PROTECTION AGAINST DIRT AND DAMAGE AND SHALL BE 9. DISCONNECT ALL POWER FROM PANEL PRIOR TO PERFORMING ANY ELECTRICAL WORK. 10. PRIOR TO DEMOLITION,THE GENERAL CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ROUTING OF ALL RESPONSIBLE FOR KEEPING THE PUBLIC ACCESS SPACE CLEAN AND FREE OF MATERIALS AT ALL TIMES. SEAL: DATE: 10.08.2013 7. GENERAL CONTRACTOR SHALL KEEP JOB SITE FREE OF ALL MATERIALS AND BROOM CLEAN AND CONTROL THE ELECTRICAL,TELEPHONE,HVAC AND PLUMBING LINES SERVING AREAS,FIXTURES AND EQUIPMENT NOT KEY NOTES: CONSTRUCTION AREA TO JOB SITE AND INFILTRATING AREAS OUTSIDE THE PROJECT AT ALL TIMES.GENERAL SCHEDULED FOR DEMOLITION,AND SHALL COORDINATE WITH THE OWNER THE SHUTDOWN,REMOVAL OR CONTRACTOR TO BE RESPONSIBLE FOR CLEAN UP AND CARTING FOR ALL TRADES WHETHER OR NOT UNDER �RO PROJECT NO: CAPPING OF ANY SUCH LINES. • leZED ANN MIN �� DRAWING BY: 11. THE GENERAL CONTRACTOR SHALL COORDINATE ALL DEMOLITION WORK WITH THE OWNER OR HIS JURISDICTION.8. ALL DEMOLITION IS TO BE DONE WITH REASONABLE CARE SO AS TO MINIMIZE DAMAGE TO EXISTING REMAININGREPRESENTATIVE,ESPECIALLY WITH REGARD TO SCHEDULING,PROTECTION AND SECURITY OF PERSONAL AND • SURFACES.THE GENEIRAL CONTRACTOR SHALL PROVIDE TEMPORARY DOORS AND PARTITION AS NECESSARY � � C` CHK BY: O REMOVE EQUIPMENT,AND REMOVAL AND STORAGE OF ITEMS TO BE REUSED. s- . I , TO PROTECT OCCUPIED AND OTHER ADJACENT AREAS. ` q.. ' `' ;} 12. WHEN NECESSARY,ALL TEMPORARY SHORING,WALLS,BARRIERS,DOORS,ETC,...ARE TO BE INSTALLED SO AS • 9. ALL ITEMS SPECIFICALLY DESIGNATED FOR RE-USE BUT DAMAGED IN THE COURSE OF WORK PERFORMED „0„40 )' "`' `- r NOT TO INTERFERE WITH REQUIRED EGRESS AND ARE TO COMPLY WITH BUILDING CODE REQUIREMENTS. 13. PARTITIONS TO BE REMOVED PARTIALLY ON THIS DRAWING SHALL BE REMOVED AFTER PROPER SHORING IS UNDER THE GENERAL CONTRACTOR OR OTHERWISE RENDERED UNUSABLE MATERIAL SHALL BE REPLACED AT 1 t NO EXPENSE TO OWNER. �� �� 1 ERECTED. 10. DEMOLISH PREMISES AS SHOWN ON THE DRAWINGS INCLUDING ALL WALL,WOOD,TRIM,PIPING,PLUMBING • � `� 'Ia ��'" ESHxEET_NUMBER:I O O FIXTURES,LIGHT FIXTURES,LIGHT TRACK AND SHELVING UNLESS OTHERWISE NOTED.(U.O.N.). '4J,� 25199 yO • E. OF NO CAD FIL • ..... ..................... N/A 4 • . Aft i • Mir ! F.77,7—I ..•• EXISTING noor TO REMAIN I ''' '''1 '' 'I ' - 1 MAIN ROOF RIDGE- 14'-2 1/4" .,"Ilillmmv ill iri,3 RR 1 1 7 gbA 1 1 AI 1 EXISTING CHIMNEY TO BE i '1' ' i --•• • - • . . .. . . -. ...... REMOVED. v--1-4- 1111. . .. . .. . .. ... ...: .: ,. . 1.0 . ... .„ ... . . . . ..... . , . . . . .. . . „ I air . .. . . . . . irdin ,•• . . ..... .. ....... ._ ....__ . . . .. ._. ._ . .. . . . .. . . . .. ,... .__. FIRST FL CLG. -EV-7 1/2" = - "IIIIIIIIOMIIIIt . EXISTING SIDING TO REMAIN ----—--- ----- _________ _______ ---------------------, - „ .. _ ___......... __ U.O.N. ,'.1. ro : - ' 1 ' . .. . . . . ..... .. ...., . ... _ _ _ . C\I ! . : EXISTING WINDOWS AND ' I •-ld- Alli • .• DOORS TO REMAIN U.O.N. 1\1 c\I (TYP.ALL) - :, -11 .. .. . . .. . . ... . . ..... ' - • • -- 1 yr KEY EXISTING DECK AND , . . . .. N , • RAILING TO REMAIN . , . • . , - I • - - - _ . - .! -7, - -1, II : ,,II II .! ii- -ii H- - ! 11II '1 il i 1 I il 1 li t . Ii II H 1 [ i• I 1 i , li 1 il I , , . , 10 , ,•• I 1111 li„I„i 11 11 i II 11 il i! li ;: II 0 1! 11 g 11 il , ! 1[1'. , ., „, 1 :. ,, : ,„ , •: . , : ,„ ,I ,, : II 1 ,. ! : . !: , „„ 1 i 1, , li : .. ill 4 .._114 14_14!!II Ilii 14_IL1L-16, II II. II II II 1 I[II II I II HI II 11 II 11 II r - [11 [1 .1 111 1.-1'-i• ! li H4-...1 [I_ ,4_ *.4- _,i, . 1 I. I I I: : I! 1 I[I - - L [ : .7---i= 1---',7-10.: •.---toloi- r =•,!= ==7.-[---: 1 ! i i. i : I, i 1! 1 . , :•• „ 1.;--1,Pt= 1,7--11r7brt7 ..==-1, =.-----4, li , ii ill :lit !! il 1: il ii il .1 li . il 1 11 ii 1, i 1 II i ___ _ 1 1 IF,' 1111 '1 11 . it il : d 11 II .1 ,[ ___ .__ . , ____ .____ _____ __. _____ ___ __ _ _ _ _ : ... __ __ __ FIRST FLOOR-2'-0” ! ' owNrp:HIP ANL LV:E NI DOCUMENT — 2 i TEO _L-I OF DRAWING: AND SPECIFICATIONS AC TEETH LIMEIIL . PREF 1==:1INNAL CFI'VICE ARE AND :HALL REMAIN THL i PFEELP I l' OF THE AEC HITLI I THECE Docum[rir, AF'E NET TO .'-''•,•' ELEV. (Y-0" 1\1 Fp' rp,L,--orE1::E.No'r1,11i-",tcilF; OVHE'F',FLf-Fil,-_,A"'THIATvill.',7cifjE'EF7FTPITH I I (-0,111[7P1 ZED P 1 I_ENTPACT AND WITH =EEC IFIc WPIT ITU i i I I AUTHORIZATION. 1 1 I 1 1 1 I , I I 1 I L EXISTING FOUNDATION ND _ , , FOOTING TO REMAIN. G.C. TO INSPECT AND REPAIR AS NECESSARY 1 1 1 1 1 1 1 I t 4 i .••• 1 EXISTING ELEVATION NORTH SCALE: 1/4" = I-0" ..• EXISTING WINDOWS AND DOORS TO REMAIN U.O.N.(TYP.ALL) . EXISTING ROOF TO REMAIN U.O.N.(TYP.ALL) EXISTING ROOF TO REMAIN U.O.N.(TYP.ALL) r-77..77 !:71 .••' I .: EXISTING GUTTERS TO REMAIN U.O.N.(TYP. 7 77. ..•• ; • 1 : ' : ' -• ,. . EXISTING WINDOWS AND DOORS TO REMAIN .:•• :• :•• , - 14'-2 1/4ALL)" .•• 1 . , . : . . . --- — I . . , . . . . . i . ; E .„.. . . . . . . . ; .• FIRST FL CLG. -8'-7 1/2" : . . ; , . ... ' . . . ... . .. . ": , • ... . , ; ...: . • . ; r0 ---- ---- ---------------------"-..01111 him.--} • :. 1 04.04.2014 ISSUED TO DOB FOR REVIEW ' 1 _ — - ' _I- . ' .: " „ ' , — — I— — • ' HEADER- 81-7 1/2" I -N- NI I I — 7 r _ 11 IF — 1 -INF. i 09.01.2014 ISSUED TO DOB FOR REVIEW . . . . . , 1 , _____ IIIL JHL _i I / ''-1 'H-H.:1 ' '' ''. - 1L J L _III, :- . . 1 , • .,• I -I' J I . •. • III l'.,: :_!',.'_:- , :'' ''- 'I'ill -co - i . Ii - I di IV ;IHIF iliiii i ' . -Ili_ _ _11 _J _Jill 11 11 II 11 1 it • 1111H.11111. 1!1111111 .. .. .. .. .. ,, , ,,,L,,,,,,,„, .,,.:,: 1 1 .._ I( . .___ 1 11 i! ii !I II 11 il Illir411111. illg !N 1 . ,':, : • . ... , : . -1 - • il ii . il,,:l ill!,1111 !, !:: HI • , _ i'"' .'..iii FIRST FLOOR- 2'-0" b i :; .. ' EXISTING CHIMNEY TO BE REMOVED. REMOVE WINDOW&WEST WALL AT THIS I 1 ELEVV-0" : I LOCATION ONLY. REFER TO PLAN. 1 I 1 I 1 , I I _1 _-: - - .1 _ __I - -- - - - - -- '-------=-_ _ REMOVE WINDOW&WEST WALL AT THIS H i- -tL • I_ i - -- LOCATION ONLY. REFER TO PLAN. I 1 „ . I : I :• EXISTING ELEVATION WEST EXISTING ELEVATION EAST .,•. . . 2 SCALE: 1/4" = I-0" SCALE: 1/4" = I-0" , I ,.. EXISTING ROOF TO REMAIN U.O.N.(TYP.ALL) • EXISTING GUTTERS TO REMAIN U.O.N.(TYP. ,....,.....,. - EXISTING WINDOWS AND DOORS TO REMAIN 1 ' ' EXISTING CHIMNEY TO BE REMOVED. . , . . . . . P U.O.N.(TYP.ALL) „ I . . . • --- ' • ' ' , :••• • - • . : _.. :,. . - - - : -- - - • . „ . .. . . . .... .. . : .. . . . .„. . .. . 11'•„ .. .. .._ . . • 1 . - - • .„1 , . . .. _ ... . . .. . . . - - • , .„•: _ . .. . PROJECT: ,.. .. . . . . . , —7, . i MURPHY RESIDENCE --1 .. ...i. .. -.. .•••, 2360 Marlene Ln L•- . . .. . . .. . _ • _ _ . _. .. . __ __ __ . !• ! MATT1TUCK, NY 11965 , . .... .... ... .. ... . _ __ ___. ... .. . . ... . .. . .... . \ . 1 DRAWING TITLE: I r---1 I \ 1 I .. „•• !.EXISTING EXTERIOR ELEVATIONS IEXISTING DECK TO REMAIN I I I , EXISTING RAILING TO REMAIN I i _ _-, 1_ 1- _1 I • . , L i 1 I I SEAL: DATE: 10.08.2013 I , ,so:tED ARe . PROJECT NO: %,C0 ,i NI N A, I C.9` %,\''” DRAWING BY: , I 41 1 4. N,;:..T.,--,- 04:, Cco tt -Zr,- i „. I ,-, ,c.c. A CHK BY: i 1 L 1 1 / Zit \ .4'it EXISTING ELEVATION SOUTH kok 7. i :;.4,_ ,..0”, i, ,! :„ , SHEET NUMBER: SCALE: 1/4" = 1-0" (P ... ii, 025 i(39 40 _ OF Ne\i'l . - CAD FILE: _ L ..:-: N/A . . ..._ 1 17'-9 1/2" V.I.F. 1 _____ / 1 I • EXISTING STEPS TO REMAIN w • NEW STONE PATIO ON GRADE . ' / — — AREA-OF-EXISTING DECK • NEW STEPS - • --_ AREA-BFPROPOSED-DECK 1-- , " _ - -_- 1 OviIIFF'}i1F' AND II'..E OF IJDTHI11 IIT; T OF LFi:w IIIGS AND `' ECIFICATIOt- A IIJCTFI rll-IIT_ FFLf E IF ONAL LAIP FE ICA HALL , A,IN THE .'.. .. _ DS-. ........ ....... ... .Ie , ... .... • .,n .... . ..... .... ._._.. ..- - x .... .---- - -- -- --- - -- '._.. 0 © .. ...... fIF TI f AF CH;TEC T THEE UC', iil+ P /�-�J- .................._._._...._.__...-. --_._-- ;� CA _. .. - ..... .. _. _...._ .. _. .- _._. .... .... .. .._ ._..... .. - _._... .. ..... FIIF,IFL]EL.IIJEWINY EA�F' (]IHFFFFAPT❑IES�NTHANN 'THFLFE'OJEi�IT 0 _______ _________________ . ,i_ , . ........... .. ....._s .� .......... _.._.. • 1 _-__.. -. - _ _. _....__.............. _-...._._ _ _ ._...... _ _ . .. AUTHORIZED BY CONTRACT AIJD WITH `_PECIFIL WRITFTCET 4 _ _ ,e TIONIFIIII7 e- :._. ' ill -- -- - • AUTHORIZATION • ............. ......... ma \ 111 I 3 NIIIN • p }; _ O.o EXISTING " ; • ■/ 'O ■! O BATHROOM • ,..L., 8 3 8,-3"3 „,„ DN EXISTING =los; e • BATHROOM. . , .� j d- ..••• V) CJI I �� ID SUNROOM EXISTING J �� • :, ; „. „: ;•: =i 7 ,---• o _ KITCHENO �--' O 1.... ._8.. L _, , D D( CL. 101 (---- O . • ., j OFB OSB J i .../ A4.0 o • M rn .. e i' DP PANTRY ' C----1 EXISTING EI i1BEDROOM :�J �; ; 105 n 79,, ././',/cy, / D N ��F. \ ,• . �:; _,1,,H, , ,' ____ ,, ,,,,,,,„ ,,,,„, : ; / , I • EXISTING DWELLING TO REMAIL _ pB I D FB ALL WINDOWS AND DOORS TO N IIII N REMAIN UNLESS OTHERWISE CL. CL. Alik NOTED. A 5.0 0o I N I -" • I„ , suF I o ' ` r a EXISTING e Cm:2) — —4 EXISTING e-- - -- — ,,,,.. — M �, ;; 1 GAS CONNECTION FOR m LIVING ROOM BEDROOMI u_ _..._ __ ..•• . . L, II• 1 NEW FIREPLACE ! 0-I, EXISTING ' Coo_ 1 t 102..: 1111‘.\.1.1•4 �` k ((------- ----Dij BEDROOM 04.04.2014 ISSUED TO DOB FOR REVIEW 03 � 1 03 D B PROPOSED ADDITION TO EXISTING 1 a �l *I 09.01.2014 ISSUED TO DOB FOR REVIEW DWELLING. O 7----- CJ . : tt cL 4 I ( . . DB z • rn I I DS = = _ co \. E 411 I II In L2.3 DEB AFB 100 - _- _ __ _ t . E DEX „-, l .• ip i T -- — - --- - -- ----- --- '- - - - --- - -- - -- —~— ,,i-T-7-- _ \ N z0 0 -_EXISTING PORCH TO REMAIN.-G.C. _ ' D1Q.,,,,,' 1 __TOINSPECT STRUCTURE ____ _ - — EXISTING 1 DASHED LINE OF ROOF ABOVE , , ... .D8 � REPAIRASNECESSARY. -:- -e , ' BEDROOM d - io ,___, 4 : BENCH W/ -- --- - STORAGE i �. -• _ _ _ - ` _ 1 \' \ BELOW O _ D N :r. / 1 — r • 3'-10 1/4” ! 2'_3" 5'-3 1/2" 2'_3" ' 3'-10 1/4" :; V ir 1 8'-9" II 8'-9" • I17'-6" • �j/........................................_..___...........__..._._....__................_.....__.._......._...._........ .. ._........._......_. ....__.........._........._.........................................................._... / 1 FIRST "I PLAN . PROJECT: LEGEND: KEY NOTES: ' ELECTRICAL SYMBOL: GENERAL NOTES: MURPHY RESIDENCE • 26 Marlene Ln W MATTITUCK, NY 11965 EXISTING WALLS TO REMAIN UNDISTURBED O - (n EXISTING LIGHTIMG SWITCH • JS NEW JAMB SWITCH • 1. REFER TO MECHANICAL,ELECTRICAL,PLUMBING,SPRINKLER,AN,AND LIGHTING DRAWINGS FOR DETAILS AND ALL POWER I • REQUIREMENTS FOR EQUIPMENT © NEW LIGHTING KEYPAD/SWITCH 2. SEE ROOM ELEVATIONS FOR WALL/CABINET MOUNTED DEVICE LOCATIONS. DRAWING TITLE: %i/ NEW INTERIOR WALL CONSTRUCTION i z NEW DUPLEX OUTLET 1/2 SWITCHED 3. SEE REFLECTED CEILING PLAN FOR CEILING MOUNTED DEVICE LOCATIONS. (f) • (SEE ELEVATIONS FOR LOCATIONS) 4. G.C.TO PROVIDE OUTLETS FOR ALL APPLIANCES AS REQUIRED. • D 5. ALL NEW LIGHTING SWITCH HEIGHTS TO BE AT 4'-0"ABOVE FINISHED FLOOR TO CENTER OF KEYPAD U.O.N. FIRST FLOOR CONSTRUCTION PLAN 6. SEE ELEVATIONS FOR ALL NEW ELECTRICAL OUTLETS LOCATIONS. EXISTING DOOR,FRAME&HARDWARE TO REMAIN UNDISTURBED U.O.N. I O THERMOSTAT 0 ! NEW QUAD OUTLET N SEAL: DATE: 10.08.2013 N I t C NOT IN CONTRACT(NO WORK TO BE DONE IN THIS AREA) I O NEW DUPLEX OUTLET • • ��FtE ARc,y PROJECT NO. D TV-H .(NN Mi s� DRAWING BY: O NEW TV OUTLET(;HT.TBD),PROVIDE CLOCK OUTLET • V ' �C'.'. �� `Q ! d n� CHK BY: ........................._...................._...._........._...........__...........................__...........................__..._........................_.._..._._........__._._. _ "� SHEET NUMBER: M NEW DUPLEX AT MILLWORK I *.}, (SEE ELEVATIONS FOR LOCATIONS) --�/ • � 0 9y �- A_ 1 . 00 N . OT NEW TV OUTLET SET HORIZ IN BASEBD.U.O.N. "9 F ��$ © CAD FILE: N/A • . , r - • .., ,• [ [ , . : . ,• ,' .••• . I • 1 ; 1 , LINE OF EXISTING DECK BELOW [ / / / ••••• .; „ ; • ' • NEW CONSTRUCTION / EXISTING DWELLING , , : , . EXISTING ROOF TO REMAIN. G.C. TO INSPECT AND T • •• • MMMMMMM; .... . . - - - - - , , , , REPAIR AS NEEDED , W ONEPTNIE AND LIEEE PE DOCUMENT:, 1 , THE :ET El: DP,win,J:. AND OPECIFIEAlIDNU A / : PE:TFUMENT: 1 • EXISTING GUTTER TO REMAIN. REPAIR AS NEEDED , Dr ETTOFEE IllEL T_EPVICE ARE AND :HAL REMAIN IHF i i EPUITAly OF THE 4PTHITECT. TNETE DOCUMENT: APE NOT TI i. ! . , ! IF N 40 IN WHEEE OP IN PAT, FOR Ally OTHER FTTL:ETT_, nf, Elll-FLLE:, DP E, Arn: OTHER PAPTIETT TIIN THOSE PITT TEL 4IMHOETZED EI COUTPACT AND WITH OFEEIFIn WFTTICH i i / — ATENTOPIZATIDEI . , . . . . . . . . . ! : . . n. . . .. . ; ! ' 4”DOWNSPOUT TO DRYWELL SLQPE . , .. 1 ,I ,• : ••, [ , ; :1 „. .„! !„, ,• .. . . . . . . . , . . . 4"GUTTER : . . . . • . , - , . ; „• , : . . . . . . .../ . „,„,., •. . . . . ' . • , , • . ,• , • . ,• : . . : .••• . . - - - • - - , . , • . . it ,•••• . , . . • . . , . . • , . . : . • : , • , , , ” _ ,••• . . . . . I t : . . PROVIDE CONTINUOUS"COBRA" 9 • . [ ,• . I . ; . . I RIDGE VENT ALONG RIDGE : ' • SLOPE; . ." • ' ; ; ' ' H-.0 4— -• ' ; ; ! ; ; ! : . ; : ! ' ' : - . . 1 . . •••• [ . _ . . . . . . : • . . • . ; I „ ! . „„: „„„ . !. „ ,.... ; „ ;.; ,," . ; ; " , " ,•:. : . : ... • : ; , , , ; , ; • . - . . - 1 .••• . . „ ... . „ ••••• //< , . ! ! • [ . : ! ! ; ' I - ..... .•••• 1 . . . . ._ . .. . , , , • . I ; . ; : 1 i ! • : ; , . . . , , ••.• • . l• . . [ . . I . . _ . . . t ;'`o, . . : ' : • : , , , , ; ' __.. • • : • • " , • ,• i ! I I • ' " 1 , • . ,,•• " "., , ; .." • / " I ' : I - . . . . •. I . • ' I I : : ' • , . 1 . ,- • • :'--3 ; • . : . , . : , . " ! ; I I • ! • " I ' ///// ! : ' : , ' ' : - • • • .• . . .. •: I n .e,,, •::: . . . i 04.04.2014 ISSUED TO DOB FOR REVIEW . SLOPE \ I 09.01.2014 ISSUED TO DOB FOR REVIEW . „ • ;, ; , : ; ! ; i ! . 1 ' i : .; : ; - • • '[ '\ . . , , .. . . . : . . . , . . : . . . . u_i ! . . . • n_. ; . ! ; ; ; ; ; : ! :, . . : i ; . . 1 : . 1 . : • [ . ; , 0 . . • : " .!;""' ! ":" """"""""' "; " """'":""""."" , : ":., ! ,... ,„: • : : , ! ' , ! ,,':" " : • : . " , " Cn : . . , . " ' , . , • • • -- . 1 . . . . . . . . , . . . i : ' : : . . • • • . . , ! , • , : i ! • , I ; " ! • " " " , ; ! I • t • i " I ! • ! ill " I • ! • , :... " PROVIDE ROOF CRIKET AT ROOF CONVERGENCE. . 0 •' ' - • - -• . • PROVIDE EP.D.M UNDERLAYMENT UNDER ,,. . co\' ,`, : : : : • • . . ... . ASHPHALT SHINGLES. PROVIDE ALL NECESSARY .. ... , .. . .... : ,. . . . , . . . . • . _ .- - . , : . • [ „ • ROOF FLASHING AS REQUIRED. ' \' , I \\ : • • • . . . . • • • : . • . , . , ! ! : , ! ti . ! . 1 . : ! • . ' ' : , . , . . . . . . . . . . : • . ' • !• :• : . . . . . • : \\:,‘ . ' i , . I ' N W ' , : ! ' • 1 : • ' • : ! i , . : . . • . : . . . . . , : : • , \S' . . ' 1 ' ! ! 1 i ' ' 1 , • : ! , ' ' • • ' 1 : . . . . , ]' 1 i • 1 ! , : 1 , : H H . 1 ] : 1 : ; ' : • i . : ,. ' , H H . . . .• . . : • , • : . • • . . : , : . , : . • . • 'N. . •• EXISTING GUTTERS&LEADERS TO REMAIN ., •! ' . . . '' ' ''''' '...:''' ..•:;''' • . . . . • . . , . • „ . . ,. :•'''': . . . .. ., ••••••••.' •••• . ..,.. . .• ; . . . .•' . i ,: . • „• , • :• • .. . . , , . . . . • . . . . ; . . . . : • . . , . . ; . . . . . . • . . ; . . ; . . ; . • ••' . . : • • • REPAIR S NEEDEDPROVIDE"LIFETIME""GAF"ASPHALT ROOF SHINGLES SLOPE SLOPE . ., .. ;:„. • . : .„ ;•, ;:•••' „ . SLOPE (TYP.ALL AREAS)OVER 15 La FELT COLOR T.B.D. : i ; ; ; Ho--•-[----,4----,-....„ • : : : . , • , . , • EXISTING ROOF TO REMAIN. G.C. TO INSPECT AND : : : [-....• : : ; ; to— 1. • PROVIDE "WEATHERWATCH”UNDERLAYMENT . , . . ; . . REPAIR AS NEEDED ' ! ALONG ENTIRE BOTTOM EDGE OF ROOF UP 7-0” . • . . : : . • . • : : . . . . , . ; , ; . . : . : I . . TYPICAL(TYPICAL ALL ROOF SECTIONS) : . .. 4"GUTTER . . . : . . . • ' [ COLOR TO MATCH EXISTING „ . . • . : • : . . , ; . • . . . . . . : . . . . ; .• .. .;• 4"DOWNSPOUT TO DRYWELL . . ;••• ,••! 4"GUTTER • . : . ; " 0\ , . . : : • . :',.' [• . • [ 4"DOWNSPOUT TO DRYWELL . . . . .. : : ; , , • • , • „ . . N N LINE OF;EXISTING DECK BELOW • , .• : ; EXISTING ROOF TO REMAIN. G.C.TO INSPECT AND , : ” . . N ' . . , . . I [ ,; N . . . REPAIR AS NEEDED ,•• . . •••. N . ; , : I • , . 1 , . . . : , EXISTING GUTTERS&LEADERS TO REMAIN. 1. . REPAIR AS NEEDED ,••• ROOF PLAN SCALE: 1/4" . 1O ,• ,• • I ,• ,• ,• PROJECT: MURPHY RESIDENCE • 2360 Marlene Ln MATTITUCK, NY 11965 DRAWING TITLE: ROOF PLAN SEAL: DATE: 10.08.2013 • .• cp.,sio.Att., . ,c ,..- . •,c/e); , PROJECT NO: ,,•0 siN 4,7 • >. . ,,,-;•. DRAWING BY: .N..11,'". by,0.4,---. Ct ..7.< ' •„.1 v..4. ..,4,. CHK BY: t.' 1::',.!'r; Ji-t HEET NUMBER: e . li. ',t: . ' • A- 2 00 -57i, '92,5 19,1 sk0 . : - .. OF NO ' CAD FILE: • N/A - 11 ,.. • • AI .1 NEW CONSTRUCTION EXISTING DWELLING VP i. m MMMMMMMMMM mm ow on - mm NEW EXTERIOR TRIM TO 1 , II MATCH EXISTING • NEW EXTERIOR SIDING TO MATCH :•• , ! 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I DA,NERLHIP AND LI7E or DOCILIADNI1,: _ j III Mil 1 :I •I I ! 1 I f::A f II I II 1 II 1 I: I • I II i !! i 11 D I ! !ft I: fi II - ,t I ,I , ir I, : h h l• 1 d T 1, _ __L._ _ _ "-- .. ! 1 IF -.LT OF DPAVIOL;•• Af•ID :NU_IF ICA TIM 7 A': INOTPLIIINI ITL. GRADE . .. OF PDLINESIONAL INN•VICE APE AHD :HALL FENAIll THE ... . .. .. i F•F•H:INTY OF TLE ADCHIITC-1. THELE DoDifitITHL APE 191 TO AWAY 1 'Fillh•i,F-).1_[7-iiIiIII.,:[:12\11";.]INL,,L,,,ilEillE'Pr NOTI:pTuj AHTNcEH.1-NT'o'F'F,,‘PTiAz,JPD,FTTLI\I,IFESyr.A,ANY 0 I'TNIFT1:Fr FIDN-FT•ETL:17; II .. i I ! ! , 1 H `1PECIFIC \VF:11 Tr ti . I I I I , I I INNIME I , I -- I I 1 _ I I I —1 I , I . i : . : 1 , : I . 1 i 1 • 1 , „- 1 , T , 1 PROPOSED ELEVATION NORTH . SCALE: 1/4” = 1'-0" NEW DECORATIVE BRICK CHIMNEY •• . . .•• PROVIDE"LIFETIME""GAF"ASPHALT ROOF SHINGLES .••• ,• (TYP.ALL AREAS)OVER 15 LB.FELT.COLOR T.B.D. .•• . 41) PROVIDE "WEATHER WATCH"UNDERLAYMENT ,•.' ALONG ENTIRE BOTTOM EDGE OF ROOF UP 2'-0" TYPICAL(TYPICAL ALL ROOF SECTIONS) ! ! MAIN ROOF RIDGE- 14'-2 1/4" ..•• ,• , 1 , 1 --- - - -.- - . . i • lvi- .. 1 6UE LOG ro • - . .. .. . . : I • . • - - i . . _.. .••• .. . • ,-,-- NEW EXTERIOR TRIM TO MATCH EXISTING ----\... .... . - _._ ___ I I---‘ . •------------------- . FIRST FL CLG. -8'-7 1/2" • tL.NI rr) i_:_TT__:Z___—__::: I i ..i 5 •-, NEW EXTERIOR SIDING TO MATCH I i' :.• • ! 04.04.2014 ISSUED TO DOB FOR REVIEW 1 , HEADER.-8'-7 1/2" I -kr- I 1 EXISTING • - - ' i 1 . cNi . ,•' , -, : . I : 09.01.2014 ISSUED TO DOB FOR REVIEW ' . NEW EXTERIOR WINDOW AN 4(5 T T , . , . 1 1 ,... Ti. -,, . (NI • I • DOOR TRIM TO MATCH I NEW EXTERIOR DWRTAYIS - 13--- ,,,,,,,, : H I I II ! ,I 171 i II I H , ' I II I I . • --- •,- _ . -• --.- i . .. . . . ... .. . ._.'._ ' ' I J ! : . .- . i FIRST FLOOR- 2'-0" : b -Ni-• 1 „ [ _ ___ - • , _.. . • I - II STEP MATERIAL TO MATCH I J 1 11 1 , 1,, EXISTING I . . . . . . . .. . . . . . . . I 'I 1 1 I mai 1 i I I I 1 ELEV. O'-O' ..IN I I I I I I I I I •• I I I ! • I I I .. I --- - -- 1 ......1 -__1-- -1_1:1_7-17 _ ___ ._ -.I L ,• I --,-.1_ L _I _1:—_-- ----- — __. _ __ __ I__ ___1 1_' i ,• [I 1 I -- ,•• 2 PROPOSED ELEVATION WEST 3 PROPOSED ELEVATION EAST SCALE: 1/4” = 1-0" SCALE: 1/4" = 1-0" ,• ,• EXISTING ROOF TO REMAIN U.O.N.(TYP.ALL) • PROVIDE CONTINUOUS"COBRA"RIDGE • • EXISTING DWELLING NEW CONSTRUCTION •• EXISTING GUTTERS TO REMAIN U.O.N.(TYP. VENT ALONG RIDGE m MMMMM•im ... T MMMMMMM .. .\ ..••• ALL) ,••• EXISTING WINDOWS AND DOORS TO REMAIN 1 . C:3 U.O.N.(TYP.ALL) I -I MAIN ROOF RIDGE- 14'-2 1/4" A„ I .. .. . . .. . .. . ... .-: . . _. .. . . : _ NNIIIIIIINIkkikikk.s./ ,--ki- . . . . . - • . In „....- . ._ . :_i .: . . . • . ... "4 .. . ------- •--- •••• • •- • . --- FIRST FL CLG. -8'-7 1/2" r. ... ___ ------------------- — -- ____ MM _ _________ ________ ____ t• . : . ___. HEADER-8'-7 1/2" _ C\I . • ' i J I . . .. .. I ES 'QD/ ' , . , • 0 I , , .: : " • .! SI . ... . . .. . • ' " ' '' - - - - TO. . ._ • • . .... ... T-- r.• e . • • .•,' . . . .. . . . . .. .. . _ . . . ..'.-. - . e ' ....,., 0 .•:'.::• ,. I -r1 PROJECT _ . , MURPHY RESIDENCE_, ,,........ „ . „„ ... . , • 2360_Marlene Ln .. . . .. . . , . . . - . ... . .. :: :L .. . . .... ..• -- -- - _ --- -- -- - --- -- ---- - -- ---- ---- - . . . . .., FIRST FLOOR-2'-0" ,• MATTITUCK NY 11965 . .,_. .• ' - ,_ - - •-- . . 1 E. : 0 1 - - -- - -- --- -----•-• ---- --- • •• • • - •• • • . _... . I , - DRAWING TITLE: Mi ---T ELEV. 0'-0" I I I I \ EXISTING DECK TO REMAIN I I . 1 . , . I PROPOSED EXTERIOR ELEVATIONS I I I __I I EXISTING RAILING TO REMAIN 1 .,•• . 1 .; . I 1 I L SEA . DATE: 1 0.08.2013 . 6v),ED Ape II ''-' •11\111 /14 621^ cc.. DRAWING BY: Ct./ i 71 '' - C 's."- ClwA ___. - - ---- -- - - - - - --- - -, --_-_-,71__T.:71__ L .. • CHK BY: I I . _ _ — — -_- _ — _ — — _ _ ___ _ __ __ i 1._ _ Litt...' -./: 4„,,i,,t,.4_.:1, _ 4 PROPOSED ELEVATION SOUTH SCALE: 1/4" = V-0" 1, ilk- 60. 7 r a .1 /SHEET NUMBER: • 0) , ::xic'i.„-A-,--5--.1 .••• .,)k C4"" • A- 3. 00 . . OF: e\14., . N CAD FILE: N/A _ . . Alk W 1 R-30 INSULATION BETWEEN ROOF RAFTERS ___/ 11 --- STRUCTURAL RIDGE BEAM-(3)1-7/8'X14"G.P.LAM LVL MICRO W/(2) EXISTING RIDGE TO REMAIN.POST DOWN Aliki) ckm.?i ,. wit—. I.STL PLATES.PROV.ALTERNATING BOLT PATTERN AT 6"FROM TO NEW HEADER A T DOOR OPENING 11 ` INT �=�� TOP AND BOTTOM 12"O.C. r ROOF CONSTRUCTION-TYPICAL: NEW HEADER BEAM-(3) 1-7/8'X11-7/8"G:.P.LAM LVL ►_�`' • MICRO W/(2)i"STL PLATES.PROV.ALTERNATING TAPER-SAWN,PRESSURE TREATED,RED CEDAR SHINGLES WI" , ,, :_ _ _,„,___II ■ BUTT OVER FULL"WEATHER-WATCH"ICE AND WATER SHIELF BOLT PATTERN AT 6"FROM TOP AND BOTTOM DOOR 12" I MEMBRANE AND CEDAR BREATHER OVER ENTIRE ROOF OVER O.C.FINAL ELEVATION PENDING INTERIOR I C ' 16 OZ RED COPPER FLASHING WI DRIP EDGE OVER ERG ROOF RAFTERS,CEILING JOISTS, 4"CDX PLYWOOD SHEATHING WITH AND CEILING SHEATHING TO REMAIN. CONTINUOUS COBRA RIDGE VENT OR APPROVED EQUAL. REPLACE CEILING INSULATION AS REQUIIRED ' 2'X10"ROOF RAFTERS @ 16"O.C. MAIN ROOF RIDGE- 14'-2 1/4" 4"GUTTERS&4"DOWNSPOUTS PER PLAN /""� /IIMI - MIMI KEY WALL CONSTRUCTION-TYPICAL: ,--21d- In VINYL SIDING TO MATCH EXISTING OVER I TYPAR WI HOMESLICKER OVERLAP&TAPED JOINTS OVER / - - d i"PLYWOOD SHEATHING W/TAPED JOINTS OVER e"GYPSUM WALLBOARD 1 I I I llr FIRST FL CLG. -8'-7 1/2" 2'X6"EXTERIOR WALL FRAMING CONSTRUCTION ' �R FINISH AT INTERIOR :4 it.-4. I� 17-1— HEADER-8'-7 1/2" I —kr ❑ NLF HI AND USE OF DocuMEr1T ' THE '_Ei Er DPAWII„- AHD SPECIFICATIONS AS INITF'UMEr1T= i' i � N ❑r PROFE:I INN N :,EF^✓ICE APE AND CFi=LL PEMAIN TEL CIONT. 1"AIR GAP AT SOFFIT.PROV.SCREEN@PAINTROOF N N� FF'OF'F.FTY nl THE A4YHITHET. THESE DOCUMENT:TAFE NET In 1'E i;-FD Irl WHOLE OR IN PAFT, FOR Alii EITHER Pr'❑_4-f T` ❑F I� Fl�` EEE=, OP Fr Arll ❑THEP FAMES, THAN THO=E FPO'FPLi RAFTERS BLACK BEYOND I AuTI IFJ7[[ ruNrPACC Ann WITH SPECtFtr wPIT EN 11 1 ! i ,• f �- AI',TIOPI ATIDN, (3)1-7/8'X11-7/8"G.P.LAM LVL MICROLAM HEADER AT ALL 111 ,:-1.N T •- DOORS AND WINDOW U.O.N. 11 1 ALL WINDOWS&DOOR SHIM SPACES TO HAVE APPROVED I ;; . ICo NON EXPANDING SPRAY FOAM '! I ! !! ALICN � r • DOOR&WINDOW ASSEMBLY: '! fl ANDERSEN WINDOWS AND DOORS OR APPROVED EQUALlic ''� _ =' _ FIRST FLOOR- 2-0 r n O CONTRACTOR TO FOLLOW"BUILDING SCIENCE"BUILDING - l I I WRAP METHODS GRADE AWAY ;r ri 3-M ALL WEATHER FLASHING TAPE AT ALL OPENING OVER ELEV. 0'-0" N WINDOW FLANGE-TURN OUT ON FLANGE A MIN z" / ! R-30 INSULATION EXISTING F.J. TO REMAIN BETWEEN F.J. FOUNDATION WALL: ii, PROPOSED BASEMENT EXISTING BASEMENT I ' 8"REINFORCED CAST IN PLACE CONCRETE WALL WITH 1 ' 16'X10"D.REINFORCED CONCRETE FOOTING WI 2"X4" I INSTALL DAMPROOFING ON EXTERI0M( 1 ' I INSTALL 2"XPS R-10 RIGID INSULATION(PROVIDE CONTINUOUS CONTROL LAYERS) :11 � ISSUC lLG 4"REINFORCED CONCRETE SLAB WI Q 6X6 W.W.WIA SET AT CENTER OF SLAB OVER STEG015 MIL VAPOR BARRIER OVER 2"OF RIGID INSULATION R-10 XPS UNDISTURBED ZUNDISTURBNEN OVER 6"OF COMPACTED GRAVEL MIN. SOIL SOIL • .i ir' '? 04.04.2014 ISSUED TO DOB FOR REVIEW 09.01.2014 ISSUED TO DOB FOR REVIEW PROPOSED SECTION NORTH-SOUTH j 1 SCALE: 1/4" = 1-0" STRUCTURAL HEADER BEAM-(3)1-7/8'X11-7/8"G.P.LAM LVL MICRO WI(2)-1"STL PLATES.PROV.ALTERNATING BOLT PATTERN AT 6" FROM TOP AND BOTTOM 12"0.C. NEW DEC.BRICK FIREPLACE BEYOND STRUCTURAL RIDGE BEAM-(3)1-7/8'X14"G.P.LAM LVL MICRO W/(2) STRUCTURAL RIDGE BEAM-(3) 1-7/8'X14"G.P.LAM LVL MICRO W/(2) i"STL PLATES.PROV.ALTERNATING BOLT PATTERN AT 6"FROM 1"STL PLATES.PROV.ALTERNATING BOLT PATTERN AT 6"FROM TOP AND BOTTOM 12"O.C.POST DOWN TO NEW HEADER TOP AND BOTTOM 12"0.C. • ROOF CONSTRUCTION-TYPICAL: WALL CONSTRUCTION-TYPICAL: TAPER-SAWN,PRESSURE TREATED,RED CEDAR SHINGLES WI" VINYL SIDING TO MATCH EXISTING OVER BUTT OVER FULL"WEATHER WATCH"ICE AND WATER SHIELF MAIN ROOF RIDGE- 14'-2 1/4" TYPAR W/HOMESLICKER OVERLAP&TAPED JOINTS OVER I \ [ V [ [ : [ 1 0 [ [ U F (f0 [ I. Q ,I I. I 1 (l MEMBRANE AND CEDAR BREATHER OVER ENTIRE ROOF OVER 4"PLYWOOD SHEATHING W/TAPED JOINTS OVER 16 OZ RED COPPER FLASHING WI DRIP EDGE OVER - 2' "EXTERIOR WALL FRAMING CONSTRUCTION 1 i i 1 ! 1 I 3„ • 1 , !1 ; I 1 I 1 1 1 11 a CDX PLYWOOD SHEATHING WITH to X6 STRUCTURAL HEADER BEAM-(3)1-7/8'X11-7/8"G.P.LAM LVL MICRO CONTINUOUS COBRA RIDGE VENT OR APPROVED EQUAL. I W/(2)2"STL PLATES.PROV.ALTERNATING BOLT PATTERN AT 6" 2"X10"ROOF RAFTERS @ 16"0.c. 1 FIRST FL CLG. - 8'-71/2" - FROM TOP AND BOTTOM I2"O.C. -._� " _I`J III I1 4"GUTTERS&4 DOWNSPOUTS PER PLAN 1 1 HEADER-8'-7 1/2" I� - - CONT 1"AIR GAP AT SOFFIT.PROV.SCREEN @ PAINT ROOF �-Id RAFTERS BLACK BEYOND N I '—N- NEW DECK ADDITION MATERIAL I 1.1 (3)1-718'X11-7/8"G.P.LAM LVL MICROLAM HEADER AT ALL - N N DOORS AND WINDOW U.O.N. - I TO MATCH EXISTING. 2 ALL WINDOWS&DOOR SHIM SPACES TO HAVE APPROVED I ! 1 j NON-EXPANDING SPRAY FOAM I DOOR&WINDOW ASSEMBLY: o i . . ;; .7..........r1 ANDERSEN WINDOWS AND DOORS OR APPROVED EQUAL CONTRACTOR TO FOLLOW"BUILDING SCIENCE"BUILDING !' — WRAP METHODS FIRST FLOOR-2'-0" 3-M ALL WEATHER FLASHING TAPE AT ALL OPENING OVER ` ` 71 GRADE AWAY WINDOW FLANGE-TURN OUT ON FLANGE A MIN 2" o _......2 1 ELEV. 0-0 N 1 • PROPOSED BASEMENT 1 EXISTING DECK FOOTINGS TO PROJECT: FOUNDATION WALL: REMAIN 8'REINFOR EDCASTINPLACECONCRETEWALLWITH MURPHY RESIDENCE .._, 16"X10"D.REINFORCED CONCRETE FOOTING W/2'X4" 2360 Marlene Ln NEW DECK FOOTING TO BE MIN. IICBYry91A113AMPR00F1NG ON EXTERIOR FACE 36"BELOW GRADE. 10"D.P.CONC 0" """"'"�" INSTALL 2"XPS R-10 RIGID INSULATION(PROVIDE CONTINUOUS MATTITUCK, NY 11965 PIER ON 1'6X1'-6X12"D FOOTING CONTROL LAYERS) FOOTING DRAIN DISCHARGE PIPE, NDISTURBEo DRAWING TITLE: DRAIN TO DETENTION SYSTEM UNDISTURBED SOIL BENTONITEWATERSTOP BUILDING SECTION FOOTINGS MUST BEAR UNDISTURBED VIRGIN SOIL,FREE PROPOSED SECTION EAST-WEST 4"REINFORCED CONCRETE SLAB W/ OF MUD,WATER,ICE,DEBRIS, 2 SCALE: 1/4" = 1'-0" 6X6 W.W.WM SET AT CENTER OF SLAB OVER STEGO 15 MIL SEs DATE: 10.08.2013 ETC. OVER 6"OF COMPAVAPOR BARRIER VER 2"OF RIGID CTED GRAVEL MIN. INSULATION R-10 XPS ,c •• ARC,S,� PROJECT NO: �`.... -�� '% DRAWING BY: CC "•'' . ! 4 e.--/ 0..a CHK BY: ti.V,, i SHEET NUMBER: +sem '112'06''''2.F.'5':4-1'9e('\144,, °7--:k- =�� � 'F. 02 5199 �p� A- 4. 00 C)F Q.f E� ,;',; CAD FILE: N/A - AIL 1 R-30 INSULATION BETWEEN ROOF RAFTERS �_ STRUCTURAL RIDGE BEAM- 3)1-7/8"X14"G.P.LAM LVL MICRO W/(2) EXISTING RIDGE TO REMAIN.POST DOWN I! z STL PLATES.PROV.ALTERNATING BOLT PATTERN AT 6"FROM TO NEW HEADER AT DOOR OPENING o =` lib 12" TOP AND BOTTOM 12"O.C. NEW HEADER BEAM-(3)1-7/8'X11-7/8"G.IP.LAM LVL �� ROOF CONSTRUCTION-TYPICAL: - J MICRO W/(2)1"STL PLATES.PROV.ALTERNATING o TAPER-SAWN,PRESSURE TREATED,RED CEDAR SHINGLES W/e" BOLT PATTERN AT 6"FROM TOP AND BOTTOM 12" T II ■ BUTT OVER FULL"WEATHER-WATCH"ICE AND WATER SHIELF O.C.FINAL ELEVATION PENDING INTERIOIRDOOR - -�� MEMBRANE AND CEDAR BREATHER OVER ENTIRE ROOF OVERGG� lwlulr! 16 OZ RED COPPER FLASHING W/DRIP EDGE OVER EXISTING ROOF RAFTERS,CEILING JOISTS, EE "CDX PLYWOOD SHEATHING WITH AND CEILING SHEATHING TO REMAIN. CONTINUOUS COBRA RIDGE VENT OR APPROVED EQUAL. REPLACE CEILING INSULATION AS REQUPRED 2'X10"ROOF RAFTERS @ 16"O.C. -- ..- _ _ - __ MAIN ROOF RIDGE- 14'-2 1/4" Il r KEY I M STRUCTURAL BEAM-(3)1-7/8'X14"G.P.LAM LVL MICRO W/(2) I 2"STL PLATES,PROV.ALTERNATING BOLT PATTERN AT 6" - I: - - - - - - - - - - FROMTOP AND BOTTOM 12"O.C. �: — e"GYPSUM WALLBOARD FIRST FL CLG. -8'-7 1/2" 4"GUTTERS&4"DOWNSPOUTS PER PLAN i( FINISH AT INTERIOR p;j`I HEADER8'-7 OWNEF,H1F AND UCE DOCUMENT` - 1/2" I . I N THE ET LI DRAM INE AND MPEC]EU ATION, AE Ill TFUPIEIJT- 1 �� I NF F'FOFE, II NAI ER VII F ARE AND DEIALL FEMAIN IIIE ! I a—I�- FE NEED-Ir OF THE AF'I HITEL I THI';F DLT LINTIl I:, AEE NEI 'Li CONT. 1"AIR GAP AT SOFFIT.PROV.SCREEN @ PAINT ROOF j i cV N IF N w oI F OF IL F.;F r. FOE' Any ❑THEE- FF❑iEc T. ❑F i F11,FO L-, DR F'�Y Aili OTHER FAF'TIED, THAN THOLE FFEl FEL) RAFTERS BLACK BEYOND _ I Ali I10F'ICED P.! I-NIITPACT AND WITH :FEC IEIC WPITTEEI "I ! �- AUTHORIZATION (3)1-7/8'X11-7/8"G.P.LAM LVL MICROLAM HEADER AT ALL i'� ' rlcV I DOORS AND WINDOW U.O.N. ! j� ALL WINDOWS&DOOR SHIM SPACES TO HAVE APPROVED j NON-EXPANDING SPRAY FOAM i; I ALIGN ` i DOOR&WINDOW ASSEMBLY. // I, ANDERSEN WINDOWS AND DOORS OR APPROVED EQUAL FIRST FLOOR-2'-0" CONTRACTOR TO FOLLOW"BUILDING SCIENCE"BUILDING I r. WRAP METHODS GRADE AWAY \ E'er' / I 3-MALL WEATHER FLASHING TAPE AT ALL OPENING OVER ll r ELEV. 0'-0" N WINDOW FLANGE-TURN OUT ON FLANGE A MIN 2" I ., ' , }. � R-30 INSULATION BETWEEN F.J. EXISTING F.J. TO REMAIN i•o / 4"'STL.POST PER PLAN. ATTACHED TO GIRDER ABOVE AND —� PROPOSED BASEMENT EXISTING BASEMEN CONC.FOOTING BELOW h FOUNDATION WALL: 8"REINFORCED CAST IN PLACE CONCRETE WALL WITH1 1 16'X10"D.REINFORCED CONCRETE FOOTING WI 2"X4" r l INSTALL DAMPROOFING ON EXTERIMI AI'Pff INSTALL 2"XPS R-10 RIGID INSULATION(PROVIDE CONTINUOUS1 ;, CONTROL LAYERS) " — ;4, a__-_ -_..._ ___._,_ ,_...,._._ ___.:. IuSUE LUG. 4"REINFORCED CONCRETE SLAB ON WL ' , - . - ; GX6 W.W.WM SET AT CENTER OF SLAB OVER STEGO 15 MIL VAPOR BARRIER OVER 2"OF RIGID INSULATION R-10 XPS /UNDISTURBED /UNDISTURBED OVER 6"OF COMPACTED GRAVEL MIN. SOIL SOIL A s 04.04.2014 ISSUED TO DOB FOR REVIEW 09.01.2014 ISSUED TO DOB FOR REVIEW 1 PROPOSED SECTION NORTH-SOUTH SCALE: 1/4" = 1-0" w ! { PROJECT: MURPHY RESIDENCE 2360 Marlene Ln MATTITUCK, NY 11965 . DRAWING TITLE: BUILDING SECTION SEAL. DATE: 10.08.2013 QED AI , .,. , PROJECT NO: �(\ �CO \ N //4, '0 DRAWING BY: it P. c''.1.. --1 CHK BY: 4 it:° , 0" ., ' SHEET NUMBER: A 0 yo4-- A- 4. 0 0 °F Ns., _ CAD FILE: • N/A • • • . • • • , is , i Z w PR i! is 'I I. j p I •I I, I U (2)2"X 10"A.C.Q.GIRDER BELOW .' NEW HEADER BEAM-(3)1-7/8'9011-7/8" EXISTING SOFFIT AND TRIM TO REMAI G.P.LAM LVL MICRO W/(2)-i"STL PLATES, I 2"X 10"A.C.Q.RIM BOARD W/FINISHED k PROV.ALTERNATING BOLT PATTERN AT LINE OF EXTERIOR WALL : WOOD FASCIA 6"FROM TOP AND BOTTOM 12"0.C. : II 7/8'X14"G P " 2"X 10"A.C.Q.F.J.@ 16"0.0 ......... — ! (3)1- W/(2)2 ST PROVIDER ❑wnEF H,F AND -E ❑F no; I r_IIT EXISTING 2'X10"RIDGE TO RE, • ADEQUATE SUPPORT AT LAM LVL MICRO STL 'HT ❑F DFAwnn: Aur tPEctFleanorr Al DJ IPuhrHr_ U-1>< PROV ALTERNATING BOLT PATTERN AT 6"FROM TOP AND EXISTING GABLE END OF hF51,C�_IDfJAL SERVICE ARE AND SHALL FENAIfJ THE F'I IIl'FF'TY OF ILL ARLHI IF LT THEE Dalin-NT:, ARE NOT TN I BOTTOM 12"0.C. En IN WHOLE OF' IN FART, FOR ANY NTHFF PROJECT, FP 2"X 10"A.C.Q.LEDGER POST DOWN ON TO FOUNDATION WALL PI U—TO _, OF D r ANY ❑TUFF PAPTIE: THAN TI�u.E PPNPEF!_( ALIT HOF'I,FTi Pr COAT Wd'T AND WITH `_F'E.0 If Ir WFIrTCII I ___ _ - - .. ......_ -__ — AUfHnPPF,TION, .... . , if ............... .....7.................7...../ J ] ., : i .. !i P : 4 i. . . . . . .. ! •! I I / ti 1, : ., ' , ! . !, • ' (3)1-7/89011 7/8"G.P.LAM LVL MICRO ;' , • (3)1-7/8"X111-7/8"G.P.LAM LVL MICRO I i GIRDER FLUSH W/F.J.W/(2)i"STL \ • i �' HEADER ABOVE DOOR. TYP.U.O.N. " " PLATES.PROV.ALTERNATING BOLT \ i ; 2"X 10"C.J.,@ 16 - ! PATTERN AT 6"FROM TOP AND BOTTOMOI STRUCTURAL BEAM ((3)17/8"X11-7/8"G.P.LAM "" n c ' • 12" I I ' I / LVL MICRO Wll 2 1"STL PLATES.PROV. PROVIDE TICO CLIPS AS REQUIRED / � o ALTERNATING BOLT PATTERN AT 6"FROM TOP "I / , U AND BOTTOM 12"O.C. ` III I I 1 - Uil � ' POST DOWN AT EXTERIOR WALL w o d i @� I , ,' Ai\llikilli -1.1.11LL • U U ::::::::::iIiiii ITT; X N , : ��' \ _ NIllii • 15SUELOG i` • C7 'I C7 'I Illik 'I/, III 'iI Z Z CU 1 \\ W . . (2)1-7/8'x11-7/8"G.P.LAM LVL MICRO AT HIP TYP. `\ , : W , i ,, , . „., . „? i1 : i , , .,,, p • 'I / 04.04.2014 ISSUED TO DOB FOR REVIEW I • — (3)1-7/8'9011-7/8"G.P.LAM LVL , j 09.01.2014 ISSUED TO DOB FOR REVIEW • MICRO GIRDER FLUSH W/F.J.AT 6 • • ' STAIR OPENING. POST DOWN N /III �_ TO FOOTING BELOW k . . . . . . „ „ ,/ A I \\ i 01Plir j . ' 1 1 I i - STRUCTURAL BEAM- 3 1-7/8'X11-7/8"G.P.LAM .� . . , : . . . . : . 1 . . .. •: : „ •• i ... j. , „ , . : , . , .. .. .. .. . . ... : . . . „ . : : • : . ; . , , , . „ : . .• . , • : : : t • LVL MICRO W/ 2 STL PLATES.PROV. dr;"'ll U i : ; : . . . r I� O2" ALTERNATING BOLT PATTERN AT 6"FROM TOP , • 1 .1, I _- i ' AND BOTTOM 12"O.C. r,.. III / // ; POST DOWN AT EXTERIOR WALLS I (3)1-7/89011-7/8"G.P.LAM LVL MICRO f GIRDER FLUSH W/F.J.W/ 2 "STL PLATES. / STRUCTURAL RIDGE BEAM-(3)1 7/8"X14"G.P. O 2 LAM LVL MICRO WI(2)z STL PLATES.PROV. PROV.ALTERNATING BOLT PATTERN AT 6" ALTERNATING BOLT PATTERN AT 6"FROM TOP 41 FROM TOP AND BOTTOM 12"O.C. AND BOTTOM 12"O.C. PROVIDE TICO CLIPS AS REQUIRED POST DOWN ON HEADER AT EXTERIOR WALLS - ' (3)1-7/8"X111-7/8"G.P.LAM LVL MICRO ;WI i HEADER ABOVE DOOR. 1 , \ . TYP.U.O.N. ' ;/ j', LINE OF FOUNDATION WALL BELOW / . PROVIDE DBL.2"X6"SILL PLATE TOP OF . LINE OF EXTERIOR WALL BELOW , \ ,„!;;]; i , 1 / FOUNDATION WALL(TYP.PERIMETER) WITH TERMITE SHEILD AND FIBROUS PROVIDE 2"X4"RAKE @ 24"O.C. • INSULATION. NEW HIEADER BEAM-(3) 1• 7/8 9011 7/8" • 29010"RIM JOIST ., LAM LVL MICRO W/(2)i."STL PLATES. PROVIDE DOUBLE 2"X 12"TGI 360 F.J.@ PROV.ALTERNATING BOLT PATTERN AT 16"O.C. 6"FROM TOP AND BOTTOM 12"0.C. UNDER BAY WINDOW OVERHANG PARTIAL --I FIRST FLOOR © C i ®� SCALE: DO NOT SCALE DRAWING ~IAL ROOF, FRAMING 2 N SCALE: DO NOT SCALE DRAWING PROJECT: MURPHY RESIDENCE 2360 Marlene Ln MATTITUCK, NY 11965 DRAWING TITLE: !'''. FRAMING PLANS SE • DATE: 10.08.2013 '���`ED �;y PROJECT NO: • ' �0�`� �'-. M'4i y DRAWING BY: ! it `Q :!I . I- 0,, CHK BY: .s ' I • • SHEET NUMBER: 01 Ilmir4:kk c,-, '-y),, 025199 y� A- 6 . 00 �OFNsvi :. ' CAD FILE: .#1,....,.:,2,—• i N/A _ i CONTINUOUS RIDGE VENT • ROOF RAFTERS @ COBRA RIDGE VENT OR APPROVED EQ. 16"O.C• ROOF RAFTERS @ • INSTALL PER MANUFACTURER'S 16"O.C. RAFTER T :• .":. INSTRUCTIIONS • "• : • • RAFTER MODEL'CS20' CONNECTOR @16" RAFTER 12" COVER W/ROOF O C CONNECTOR @16" �� SHINGLE RIDGE CAP ,♦ DBL.TOP PLATE O.C. �� RAFTER T :• •" :. . No. DBL.TOP PLATE N iiiiirihillir\\„;‘,,,73„,, 7„ , MODEL'CS20' �. V -11RIDGE ♦ ♦ �• / ,,1,,imil.,1 114ice ' •...,t .........„ ___. ,1 vf II iii‘b;1"..-111.111 / \ 1_\ �w/ GALV.METAL STRAP @ t. 1 7/i 6 0.C,@ EACH STUD ,` MODEL'SP4' ROOF RAFTERS RIDGE BOARD OR ROOF RAFTERS (SEE PLANS FOR SIZE& BEAM*SEE PLANS) ri SPACING) 1111 Or (3)10DX 1 i"NAILS EACH SIDE OF STUD INSTALL ICE AND WATER SHIELD AT EVES,VALLEYS, OWNER_F1IR AND ,E OF LDC UPI PJT III INTERSECTIONS OF ROOF AND WALL AND ENTIRE .. ' 14L TI I III DERRWIN,T AND Cr ECIFICATIENS AT, INITE PLAT, ROOFS WHERE SLOPE IS LESS THAN 4/12 PT ORCHITY`FEDT. THE ARCHIT CTE APE SE CLIHEJTS rAPE T T TO FE PEED IN WHOLE OF IN PART, FOP ANY OTHER PPOJEC1 C. OF' FIIPF'0`_E C, DR P.'r ANY OTHER PAPTIE„ THAN THD'E PROPERLY ' AUIHOPIZED Hr CONTRACT AND WITH :HETET,- WF'IT TEII RAFTER-TO-RAFTER CONNECTION TYP,@ EACH RAFTER0 TYP. RIDGE VENT DETAIL0 RAFTER TIE DETAILS TYP,@EACHRAFTER0 RAFTER TIE DETAILS TYP. a(,EACH RAFTER © TOP PLATE STUD CONNECTION AT GABLE-END WALL Gla 16"O.C. AUTHORIZATION, O MODEL'CS20'BY SIMPSON STRONG TIES MODEL'LT$'BY SIMPSON STRONG TIES MODEL'MTS30'BY SIMPSON STRONG TIES MODEL'SP4'BY SIMPSON STRONG TIES RIM JOIST " • : . °"° 2-16d COMMON NAILS @ • "SIMPSON" - 6"O.C.FOR FULL WALL LENGTH OF STUD • GALV.METAL WASHER END .• • ®/ MIN.3"SQ.(MODEL'BP' \ 24 WALL STUD ., LENGTH 11 J' ,,,"'• , DASCPLATC :moi/ BLOCK! • :- 11 ��' : i •' " ENDWALL " GALV.METAL " a:; .. :;:•' ► _ ,� STRAP 16"O.C_ „, _.,......___.::,''', ,_ ,.:" , .. -....._: - :. � 2"DIA.X 12"ANCHOR'J' ;; "F cur MODEL CS20 • BOLT @ 24 O.C.(MIN. �� GALV.METAL LENGTH OK. RI • • I �►`�7"EMBEDMENT) STRAP @ 16 O.C. CLEAR ' ,I '• •' I l v I MODEL'CS20' SP'N / I For„ • • RIM JOIST / 11 *• 0�(2)2 X 6 CCA SELL .`; // GALV.METAL IIt,I PLATE ✓ FASTNER • 11 G DDL ” ":: (MODEL#LPT4)@0.,.... ' TOf f'LATC �`�:� 16" II ,/ . .• "SIMPSON"PHD6 O.C. /�� e►/ FOUNDATION WALL "- •• �� 12" NOTE: 2X$ !I I4 i / I/I 411' ;� END 1,SHEATHING AS PART OF SHEARWALL SEGMENT(SW,S), •" LENGTH WHERE NOTED ON FLOOR PLAN,SHALL BE CONTIINUOUS DBL.SILL PLATE 2x1® 16rrhiltIIS;VE LEG: PROVIDE MIN.1"END DISTANCE FROM SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT OR GETTERS TO NAIL p• JOINTS.8d COMMON NAILS @ 6"O.C.EDGE AND FIIELD 2x12 �I ''l:r ,� 2.HOLD DOWNS REQUIRED AT LL 4 CORNERS OF STRUCTURE ' UNLESS OTHERWISE NOTED. EQUAL NUMBER OF SPECIFIES ,y 3.SEE CONSTRUCTION DETAIL(NAILING AND STRAPPING)& NAILS IN EACH END DETAIL(HOLD DOWN&CONN.) . n § 04.04.2014 ISSUED TO DOB FOR REVIEW STUD TO STUD PLATE TO RIM0 MODEOR BOLT-WASHER L'BP BY SIMPSON STRONG TCONNECTION a�24"O.C. GING DETAIL Q JOIST TO TOP PLATE TO STUD CONNECTION @ 16"O.C. 0 GALV.MODEL MHDQ81 PHDS'BYSIMPSON ETAL TIE-DOWN AT ESTRONG TIESR OF MODEL 0 MODESILL PLATE LTP4 BY SIMPSON STRONGTIES 16"O.C. 0MODEL CROSS BLTB4D0'BY SIMPSON STRONG TIES 09.01.2014 ISSUED TO DOB FOR REVIEW MODEL'BP'BY SIMPSON STRONG TIES DBL. ' ' STUD . 11, 11 ,. I t._,. ALV.MET" DBL.WALL STUD TIE-DOWN BASE PLA \, , •• •• , ,..:, PLYWD.S = ,•.‘6 FLOOR .., 4141111 RIM J6 HEADER 12"��.- GALV.METAL�E� COUPLING CNW 'o. SILLP �_ 1111166. ' %%01 JACK STUD •I A SLAB ON GRADE FOUNDATION WALL • ® GALV. METAL TIE DOWN W/IN 32"OF EACH CORNER OF STRUCTURE GALV. METAL TIE DOWN W/IN 32"OF EACH CORNER OF STRUCTURE • MODEL'HTT22'BY SIMIPSON STRONG TIES MODEL'HTT22'BY SIMPSON STRONG TIES • NERVASTRAL FLASHING INSIDE OUTSIDE CORNERS \ \ 1, m m 1 • PLYWOOD SHEATHING • • • \'.* •'Is , �t i I \ \`; 1:1'''''''' • • • NERVASTRAL FLASHING ---.— II1'1 ! , j :::::::::'':: :::::11.:11:: ;j I 1 i © .: • • PROJECT: s30 FELT 4 j • , I lit_ :11 I;, MURPHY RESIDENCE • : ', 1 2360 Marlene Ln •• _ MA I I !TUCK, NY 11965 • SEAL Y,'/MASTIC "I KEEP WEEPS S aPE,J �; . • DRAWING WING T • • • © ITLE: • ,B FRAMING DETAILS STEP Al STEP A2 STEP A3 • j STEP A4 STEP A5 STEP A6 STEP Al , STAPLE SILL COURSE OF*:10 FELT AS SHOWN SETTING TOP EDGE r. MEMBRANE e INSTALL SECOND COURSE OF#30 FELT LA.PING FIR,T \ INSTALL STARTING 2'ABOVE FIRST COURSE OF BUILDING PAPER.RUN INSTALI.12'WIDE STRIP'S OF MEMBRANE AT JAMBS AS j INSTALL WINDOW I OPENING.LEAVING't Is"'v`t",Er STACIE AT 4:;)aL SlDiir�.,,s1At BRAKE Ft;R,LOC.TA AS- AMIN;. NSF. :.#30 FELT NOROZOP:",4't.L1',EAPPFaG • APPROXIMATELY 12'ABOVE SILL.CUT CORNERS AND FOLD BACK AS SHOWN, A 12'WIDE STRIPOFMEMEPANE FLASHING DOWN JAMB SHOWN LAPPING ONTO SILL.INSTALL 12'WIDE STRIP OF •,,j COURSE BY 4'MINIMUM.ENDS SHALL STOP AT ROUGH LRBOTTOM OFUNIT.DO NOT BLOCK DOTTGMW'[EEPS,DO FORM 3SIDED PAN WITH 4'LEG UPATW;',.EXIT AD PAN :L' LOWER FELT BY 4'AND COPING AROUND INSTALL NERVASTRAL FLASHING @ ALL INSIDE&OUTSIDE CORNERS.EXTEND ACROSS SILL AND UP OPPOSITE JAMB AS SHOWN,CUT MEMBRANE AT HEAD CUTTING AND FOLDING OVER TOP OPENING,TRIM FLUSH AND STAPLE. •NOT INSTAILFASTENERS THROUGH VFW DIE WIN)O'W FAST i,NOC'.;;AS'NGATEACH END,111RNLEADING FACE WINDOW CASING AS REQUIRED TO COVERALL p NERVASTRAL FLASHING 16"FROM CORNER IN HORIZONTAL DIRECTION. CORNERS AS SHOWN SEALING PINHOLE AT CORNERS WITH EDGE OF JAMB PIECES AS SHOWN. THROUGH SILL FLASHING.FASTEN AT JAMBS AND HEAD EDGE DO6';A!ID'AND HEM.DEPTH OFFLAS'IINGSI:ALLM,ATLI MEMC;RANEBY4" SEAL: DATE: 10.08.2013 FLASHING TAPE AND MASTIC. ONLY, THICF;T:ESS GE EIFS SYSTEM, MEGH"IICAL I.Y FASTEN TO WALL AND ELT A L''VS.s'I I AT''IST ��R�D^Rc�.j* PROJECT NO; • NIEI.E:ANE HQROZ_ONTALLY.SEALING UPPER EATE/ID P1 OS r \J lL/:1IEATHINS. .(NN / 0 \. Mj,1 F DRAWING BY: i (� �Q {. Cit �,4 CHK BY: FLASHING SEQUENCE AT WOOD SIDING&WINDOW/DOOR 1 ` `�' SHEET NUMBER: . ' FOLLOW STEPS Al THRU A7 �' T' -° - A- 7 00 i idis. 025199 40(Z". . 10F N'`•\I'l CAD FILE: • _ N/A -