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Home My WebLink About40048-Z ©•Ag°FFu�,��o TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST-BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40048 Date: 8/31/2015 Permission is hereby granted to: Skuludis, Demetrios 1546 147th St Whitestone, NY 11357 To: construct a new single family dwelling as applied for per SCHD.approval. At premises located at: 625 Cedar Dr S, East Marion ID 6� I Lr SCTM # 473889 Sec/Block/Lot# 31.-3-11.5 Pursuant to application dated 8/6/2015 and approved by the Building Inspector. To expire on 3/1/2017. Fees: SINGLE FAMILY DWELLING-AD ON OR ALTERA ON $3,168.00 CO -NEW DWELL $50.00 To 1: 3,2 .00 Building-Inspecto -iTdWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST r 21UILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 Survey SoutholdTown.NorthForknet PERMIT NO. Check Septic Form N.Y.S.D.E.C. no Trustees no C.O.Application Flood Permit no Examined 20 Single&Separate no Storm-Water Assessment Form contact: Approved 20 Mail to: Disapproved a/c Phone: Expiration 20 �f mg Ins ctor ` APPLICATION FOR BUILDING T L1 U Aug - 6 2015 Date 20 U INSTRUCTIONS p jir Tl sfapplication MUS be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plansl1&64&e I scale.Fee according to schedule. -- -b. of plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections.10 40611&tl (Signature of applicant or name,if a corporation) 1546147th Street, Whitestone,NY 11357 (Mailing address of applicant) State whether applicant is owner, , Owner Nome of owner of premises Demetrios Skuludis (As on the tax roll or latest deed) -- If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: �� 625 Cedar Drive S. Southold 9 1 On House Number Street Hamlet County Tax Map No. 1000 Section 31 Block 03 Lot 11.5 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 Empty lot b. Intended use and occupancy. 1 story single family residence 3. Nature of work(check which applicable):New Building X Addition Alteration Repair Removal Demolition Other Work $640,500.00 (Description) 4. Estimated Cost Fee $1708.00 (To be paid on filing this application) 5. If dwelling,number of dwelling units 4 Number of dwelling units on each floor 4 If garage, number of cars 2 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. n/a 7. Dimensions of existing structures,if any:Front Na Rear n/a Depth n/a Height n/a Number of Stories Na Dimensions of same structure with alterations or additions: Front n/a Rear n/a Depth n/a Height n/a Number of Stories n/a 8. Dimensions of entire new construction:Front 86'-2" Rear 86'-2" Depth 67'-2" Height 26' Number of Stories 1-1/2 9. Size of lot:Front 223' n Rear 118' Depth 237' 10.Date of Purchase ®J Name of Former Owner6 X tj. 1 11,j 11.Zone or use district in which premises are situated R-40 12.Does proposed construction violate any zoning law;ordinance or regulation?YES_NO X 13.Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES X NO 1546 147th Street, 14.Names of Owner of premises Demetrios Skuludis Address Whitestone,NY 11357 Phone No. 917-440-3387 Name of Architect Paul Pellicani Address uy„s4z°" 1209' e0 Phone No 516-609-3410 Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO X *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO X *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 X *IF YES,PROVIDE A COPY. o Z STATE OF NEW YORK) 3 p R.n SS: 'o Q COUNTY OFF o' o c `8 0 c Demetrios Skuludis being duly sworn,deposes and says that(s)he is the applicant v_.90y D (Name of individual signing contract)above named, it cCn m �m (S)He is the Owner CD PO n a ZM (Contractor,Agent,Corporate Officer,etc.) w0 wm - of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; c �°�. that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be ^1 performed in the manner set fo in the application filed therewith. Sworn to ore me this Z r MARY PAVL of v I i5 Nofory Public, a e o ®r c No.01 PA47941 • J Qualified in Commission Expires Sep.30, Flo Public Signature of Applicant Town Hall Annex _ Telephone(631-1802 54375 Main Road Fax(631)734-9502 P.O.Box 1179 +rr3 Southold, NY 119.71-0959 VI BUILDING,DEPARTMENT NO7`tiCE F UTIU ZA l0' OF TRUSS '`� E'GC71' STRUMOWIP ErENGINEE.REQ W000 COUST 9R --tOtrC'I IT OR`C1 BER:� IWCM9. Dated 2q l 15 .: Owner: x Wcation.of'Property: Please take notice that the (check�pl�abtaYline): '�g r4 �k New residential.structure W � Addition to existing,residential structure Rehabilitation to'an existmg;residential structure t to be constructed or performed at the's1100ect pro�erty,>•eference above will utilize (ehecl�;appltdal le line): Truss type construction`.(TT) Pre-engineered tito:od;construcfion (PW). .' L V� eVS rk Timber.construction (TC) in the following location(s).(check applicable line): Floor framing, including alrders,and beams'(F)" . x, Roof-framing':(R)~ Floor and'roo ming ) x Signature: 1\lame.(perso fitting this form) TA0 L- _. Capacity(check,appiicable line): Owner j� Owner representative TrussResRegl S:docx :Effec6ve:111l2015 S�F L ._ Town Hall Annex "yam Telephone(631-1802 54375 Main Road . ' Fax(.631)734-9502 P.O. Box 1179 ; Southold, NY 11971-0959 w BUILDING.DbPARTMENT NOTIGE`OF UTILIZATION•OF Tk-`SSI III-E CONSTRUCTI 1�1, P E�ENGINEEREQ: 11i104C'1.GQtVST[ UCTtO1�I:ANDIOR�;t'IMBER.CONSTRUCTION Date: 5 'M�t twl 1 • Lacation:of Property: Jam: Please take notice that the (check ap [ able line}: New residential structure.. Addition tQ existing"residential structure I,ehabilifation-to'<an-:existirig..residential structure ., , :: : to be censtructed or performed pro at the sub dct erty'reference above will Utilize (check,aplicable line): Truss type construction(TT) ._. :';• A Pre-engineered Timber construction (TC) check a licable line in the foilowing tcication(s){ pp }: Floor framing;,Ih,duding 4girders,and beams (F) Roof,*framing (R) Floor and roo ming ) Name erso itti ri this form): TA U(_ PC-.LL I CA.d'y i Capacity(check.applicable line): Owner Owner representative TrussResReg75:docx Effective 1/1/2015 a r c h i te, c t"s DATE. 7/30/2015 ATTN. Southold Building Department RE. Skuludis Residence r 625 Cedar Drive South LO F; a1100 Avalon square, Suite 1209 East Marion, NY 11939 Glen Cove NY 11542 516-609-3410 Town Hall Annex Building P.O. Box 1179 Southold, NY 11971 Ph: 631-765-1802 Fax: WE ARE SENDING YOU THE FOLLOWING VIA Email x Shop drawings x Prints Specifications x Executed Contracts fan ' a a•'4 Qt a r " 7';t r o ® s� e r 1 7/22/2015 1 Building Permit Application 2 7/29/2015 2 Stormwater Management Work Sheet 2 3/20/2015 3 Plot Plan w/Drainage Calculations 1 7/30/2015 4 Plot Plan w/red stamp seal from S.C. Health Department 1 7/30/2015 1 5 Receipt from Southold Town Clerk 1 7/29/2015 6 Truss Type Contstruction form 4 7/27/2015 7 (4) Sets of Building Plans 1 7/21/2015 8 Check#366-$200.00-Building Department app fee 1 7/21/2015 9 Check#367-$1,708.00-New construction fee 1 7/21/2015 10 Check#368-$50.00-Certificate of Occupancy fee THESE ARE TRANSMITTED AS MARKED BELOW: X FOR APPROVAL APPROVED AS SUBMITTED FOR YOUR USE APPROVED AS NOTED AS REQUESTED RETURNED FOR CORRECTIONS FOR BIDS DUE REMARKS I'ILI ` I AUG - 0 2015 COPY TO: File SIGNED: a. :. . :�co t A. '.Russell ' � - VERv QR Y [: Vl[A\IAA\�G�]EI� [] C` SOUTHOLD TOWN HALL P O:Box 1179 03095;Main R,oad S.OUTHOLD,NEW YORIC 11971 ! Tow O IJ'Dut LqL' CHAPTER 236 _- STORIVJ[WATER MANAGEMENT WORK SHEET AUG 11 2015. ( TO BE COMPLETED'BY THE APPLICANT) ._.,._ _._ .... ......_- DOES, . ' 1ClH[gS:. F]E8O111ECB'' .INVOLVE ANY, OF'::B`IEI)E lE'�]1LOSR7ING:I (CNECI( ALL'THAT APPLY),' { { Yes .No: r x .A Glea�rin l�bbin grading ar stripping.of land which affects more g, g, than 5,000 square feet.of 'grow surface_ r x [] B Excavation or filling lnvo,Iving more than 200 cubic yards of rriaterial''r within any parcel or any contiguous area x which-, x eed :10:feet vertical .rise to.: 100 feet of horizontal distance. x D Site re aratroin within 1Q0 feet of';wetlands, beach, bluff or coastal D C1 _ p p E` eros. on hazard area. p ' Site preparation With-In the ane�hundred-year floodplain as de et •on FLRM Map of any watercourse. F x F. Installat�on'.of. :new`or resurfaced irnpervlous;surfaces of 1,0Q0 square d , . . feet. or more, unless prior approval :of a Storri water 1VIanagement Control Pkan was.receivetd by the.T..o n end the pz•oposal includes in kind replac'ement:of impervious surfaces ` ,If YOU ansvpered:NO to all of the:,questions above; STOP!, Complete the.-Applicant section below witl>t'.gour Dame, Sigl�a#u a Contact.Information,pate•&xounty Tact 9a000(umpexi Ghap" t10es not apply to your prglect , ••... If you answered YES.ta°one or:more of.the above:,pleasestibmit Two copies of.:a-Stormwater'.Management Control:Plan and a complkoo,Gheck.L st Forr► 'to.tbo$uilding'Department with your.Bu ldizxg Permif Application APPLICANTa {Property Owner,Design Professlonal Agent,Contractor,Other) CT M I Date: — Distric. 31 03 11:5 NAME `IS �nmr Section Block' Lot. gawre ,t:w�K FOR BIR DINU'DER IITi�EINT'uSE(.NLy°*:K:�, Contact.Information. ..' • fl'dsplwife Nwnbed ,,��• ' Revewed:B.y:: .. Property. Address!Location:of Construction,Work. — 625 Cedar Dr. S Ap,Proved for procesa{ng 13ui1ding Permit Stormwater'Management Control Ptah iVot Required: Southold,,NY 11939 �• Stormw Management Control Plan{a�egwre ater d ., .. (Forwai d fo Engtneeruig Departmen3•for Review)' FORM -SMCP TOS MAY.20:14' t 7-77 APPLICANT:. 1000 C.(Property.Owner,Design.Proiessional,Agent,Contrattor;Other) �Sd.� �Q$ Q/r T 2- 6 . 31 03 . 115 sformwater-Maria elment Control`Plan CHECK 11IS' ' NAME: vL.. LUCA-/✓ section Block,: Lot y P Plan Requirements: Provide ONE copy of the Building Permit Application::" Date: The applicant must provide a Complete Explanation.,andlor Beason for•not.providing` 516-609 3410 aoj j y ' ; � I all Information that has b"'n 1' equired-by the follovringrChecklist! ... I.: A Si"te Plan drawn.to scale Not Less that 60'tosthe inch MUST If You:-answer. d&No or'NA to an Item Please:Provide Justi icafion He el` YES NO NA Y r , show al.l,of the.following items;. -. If,you need additional morn far:explanations,Please:Prov)de:.`addttional Paper'. a. Location& Description of RiopertyB:oundaries O0 b: Total Site Acreage, ERO.SLON& -NJ CIGINI Rn- C. Existing •Natural&Man IYlade Features within•500-L.F., " of. the S4te.Boundary.=as required..by§2ss-i7tc''_'•-. . , ' '0 Sha ' 77 d: Test.Hole Data lmlicating Soil Characteristics&Depth to:Ground Water.; ,:X ;- e, .Limitis af,Clearir}g-&Area.:of Proposed.Land Disturbance f:. Existing&°Proposed Contouis of the$ite"iM;mmurn z Intervals) ; tI y Ifiddive soy s,. Location of ail'ekistin & ro osed structures,roads; �* g P . A diiveways,;sidewalks,drainageamprovements&,utilities. - " h.: Spot Grades'&Finish Floor Elevations for ail-existu g proposed-structures.: X I-Location of;proposed Swim ring Pool and°discharge.ring,. 'X. Bore j :Location'of proposed'Sold.Stockpile:Area(s),' 0 1 ng►nee, s; erti icetion . k. .Locatioa of proposed Construetiori Entrance/Staging Area(s).:.. a ra nags... as.Deep installed fo,Cbde. a !: .Location of co' osed,concrete rtl;Location of all proposed erosion: sedimentcontio]measures. X.. - 2.-Stormw.ater Management Control Plan must,:include Calculations 8 owin that the stormwater-improvements:are sized to capture;store and infiltrate _ on-site the.run-off%from all.impervious surfaces generated by a'two,(Zy inch 0 -- rainfall/storm>event — 3. .Details&Sectional Drawings.for sformwater practices.are required for approval ate. s.requiring details C al l:i6 rude but not be'limited to: 1 Ll- '�] b. Construction.Entrance&Site.Access: c. Inlet.Drainage Structures (e.g.catch basins,trench drains,etc:) F X .-. d. -Leaehin :Structures.(e.tr.infiltration basins,swales,etc.) - - - I=i�R E vG[ILEP , G I?EI'AiZ SL ONLY I Addition-al.Information is.Required. 'Reviewed& I "sformwater 1Vlanagement Control Plan is Not Complete. Approved By: - - - - "- -- - — - - - - - - - — - - - - I mwater Management Control Plan is Complete. Stor g Date: Z h SMCP has been a :roved by the En ineermg`Departinel�t. s. FORM S . Check.List-TOS MAY 201`4 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ` PAGE 1 OF 2 O V`� PERMIT FOR APPROVAL OF CONSTRUCTION FORA. SURVEY OF SINGLE FAMILY RESIDENCE ONLY i.- WELL LOT 34 3 0 Zp�� MAP OF �R�2S TEST HOLE+33Ot ; DATA,- H.S. REF• No. =LL 003� HIGHPOINT AT EAST MARION 3.0 APPROVED SECTION TWO FILE No. 7755 FILED JULY 13, 1984 FOR MAXIMUM OF-_BEDROOMS SITUATED AT CESSPOOL EXPIRES THREE YEARS FROM DATE OF APPR VAL EAST MARION TOWN OF SOUTHOLD Miter Line(s) MUST Be Inspe ed B T /- ��T *�°'A LATERAL $ SUFFOLK COUNTY, NEW YORK 001 noun De t.'. Y 6+ E3N ,`�' SHOWN ON�A,SIM � S.C. TAX No. 1000-31 -03-1 1.5 tY p Of Health Services ; ,/ 2�o a 287 W°oo --�- SCALE i =40' �;pll 570Q, 48 Hours In Advance \NG 5 K� OCTOBER 23, 2007 "Schedule InspeChon(s). r Ow�T O /! K FENCE SEPTEMBER 17, 2014 ADD PROPOSED HOUSE N L0 3 /-/' , JE 4N cNp1N J NOVEMBER 18, 2014 REVISED SITE PLAN Ar,� TEST HOLE DATA MARCH 20, 2015 REVISED SITE PLAN o�DgA1 0 �+ a (TEST HOLE No. 4 AS SHOWN ON FILED MAP) AREA = 40,669 sq. ft. 0 O 1;6-4 TOPSOIL 0.934 ac. t.o' o ,/ �RCREENS sa x o 0 LO. CERTIFIED TO: Z 12 /-/ B DF s -Y 3' DEMETRIOS SKULUDIS 10, 0 o WELLS FARGO BANK, NA G SAND e FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK � � � � �� t::':•:y, ::.:: : .::::::�:� � 'per :" �o or L �\OS O Z2 I O 5\.�:"::: O �O O�� Z B NOTES: `.......... '�:;-`:: .. �� ! 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED.DATUM o' EXISTING ELEVATIONS ARE SHOWN THUS: 50,0 'i EL.ts. 17 PROPOSED ELEVATIONS ARE SHOWN THUS: ZT0 S':::;:::::::: . 2. REFER TO FILED MAP FOR TEST HOLE DATA. . •C ,� '`'`' O'::::. "�� Q -Fl -, I I 3. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. .....:,_. 2 20.5' 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP C �' HIGHEST ExPECTED GROUND WATER 4. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 s ft SIDEWALL AREA. Q O O-� o• "" :.....`s C' "t 1 2•� TEST WELL No,uses 410�53072205501 s s3331.t 1 POOL; 12' DEEP, 8' dia. q :.cps u�pS'•::: ':::..........Y ° N �P Q s'�,V1 S O(n.:.::.,• :_ ,;,:;.\ I Sj k WOOO PROPOSED EXPANSION POOL Q 26.0 �p OCA PROPOSED LEACHING POOL ...... PROPOSED SEPTIC TANK '° •"'.�1....:a7; O' i:iiii:5:i}.G'd: s ....... 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD - ..'(S l• ° Q /\ rL� OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. �L �D1. % 6. LOT COVERAGE: v S ROOFED AREA (HOUSE, PORCHES) - 4.610 sq. ft. 11.3% OF LOT AREA ° 5 ........... A .,I 6 p DRAINAGE SYSTEM CALCULATION - 5,667 sq.DRIVEWAY AREA . Q/ 0 � .'a q ff. 13.9% OF LOT AREA Y v 0 ` � -P ....., �O OQ�\\N ROOF AREA (INCL. HOUSE AND PORCHES): 4,610 sq. ft. TOTAL- 10,277 sq. ft. 25.2% OF LOT AREA Z� _ �i '3 ' Q �� 4,610 sq. ft. X 0.17 = 783.7 cu. ft. Sao e y ��` V� 783.7 cu. ft. / 42.2 = 18.6 vertical ft. of 8 dia. leaching pool required i .'a 0 OOs� Q� 3.041 ° f)/ �rnO PROVIDE (4) 8' dia. X 5' high STORM DRAIN POOLS -C PREPARED IN ACCORDANC PROPOSED 8' DIA. X 5' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: STANDARDS FOR TITLE SH ` BY THE L.LA.L.S. AP ° FOR SUCH I!USE L DRIVEWAY: TITLE AssocJATI TRIBUTARY #1 AREA: 2,207 sq. ft. 2,207 sq. ft. X 0.17 = 375.2 cu. ft. • yf e 375.2 cu. ft. / 42.2 = 8.9 vertical ft. of 8' dia. leaching pool required PROVIDE (2) 8' dia. X 6' high STORM DRAIN POOLS WITH GRATE °' Oo TRIBUTARY #2 AREA: 3,460 sq. ft. r 1 O �j -' 3,460 sq. ft. X 0.17 = 588.2 cu. ft. 588.2 cu. ft. / 42.2 = 13.9 vertical ft. of 8' dia. leaching pool required n \� P� :: ::.:•::::.::;::.o;::.' Qt GP�� PROVIDE (2) 8' dia. X 7' high STORM DRAIN POOLS WITH GRATE - ° PROPOSED 8' DIA. X 7' DEEP DRYWELLS FOR DRIVEWAY RUN-OFF ARE SHOWN THUS: . OTE CHANGE(S) 50467 By WykCounty Department-of Health Services UNAUTHORIZED R I VIOLATION°OFn°" '° '`: .i' SECTION 7209 OF THE NEW YORK STATE \\ _ EDUCATION LAW. Nathan Taff Twin III °•�O CT(, OLG yS 0 COPTHEES LAND SURVEYOR'SIS SURVEY MAP NOT INKED SEAL SEAL O EMBOSSED SEAL SHALL NOT BE CONSIDERED Land Surveyor O�j ! TO BE A VALID TRUE COPY, OC G' `lO T�� '1T•P/C Q �QJ�' CERTIFICATIONS INDICATED HEREON SHALL RUN _ ONLY TO THE PERSON FOR WHOM THE SURVEY A` �' (�� Oy G) IS PREPARED, AND ON HIS BEHALF TO THE F� C' S�pO TRUE COMPANY, GOVERNMENTAL.AGENCY AND LENDING INSTITUTION Title Surveys - Subdivisions - Site Plans - Construction Layout • � �O'p NEES LISTED HEREON,AND a' �� -�4 q, TO THE ASSIGNEES OF THE LENDING INSTI- n 0 Lo l �{ _ � \7 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 " •a�' ., O THE EXISTENCE OF RIGHT OF WAYS p OFFICES LOCATED AT MAILING ADDRESS BO•.QT AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ° e ,+•L ,�, PIS ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 LLB +••�g1,.ey 1; { _�,r Inn.,fSSJ1�wnl A i dM�SSa i_!A PAGE 2 OF 2 STORMWATER MANAGEMENT NOTES: SITE PLAN FOR 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION DEMETRIOS SKULUDIS 1 f MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING DETAILS 1 AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. LOT 34 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, STEEL OR WOOD A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF EXTRA STRENGTH FILTER FABRIC POST (TYP.) U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING REO'D. WITHOUT WIRE MESH SUPPORT MAP OF AND SHOWNTHE SCREEND SHALL RBENMAINTANED,O REPAIRED PANDVREPLACED AS 10' MAX. O.C. SPACING THEHIGHPOINT AT EAST MARION OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL W/ WIRE SUPPORT FENCE SECTION TWO DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS 6' Max. D.C. SPACING TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE W/0 WIRE SUPPORT FENCE _ FILE No. 7755 FILED JULY 13, 1984 SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE SITUATED AT SCREEN IS REMOVED. ':•• : FLOW 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, �� EAST MARION A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL a •.,. BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT ;"' r TOWN OF SOUTHOLD SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES ATTACH FILTER FABRIC SECURELY SUFFOLK COUNTY, NEW YORK SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS To UPSTREAM SIDE OF POST NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED S.C. TAX NO. 1000-31 -03-1 1 .5 —4 MONTHS. SEDIMENTS TRAPPED BY THE BALES AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE OF A BALE IS 3 ��\\��\\��\\��\\� �y �� SILT FENCE DETAILS NOT TO SCALE SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED NOT To SCALE OCTOBER 23, 2007 UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. SEPTEMBER 17, 2014 ADD PROPOSED HOUSE 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. NOVEMBER 18, 2014 REVISED SITE PLAN 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO MARCH 20, 2015 REVISED SITE PLAN 6. LEADERS AND GUTTERS THAT.EMPTY INTO DRYWELLS SHALL BE INSTALLED MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER ON THE PROPOSED RESIDENCE. EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW oFF—SITE TRANSPORT. 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF FROM BEING DISCHARGED ONTO THE ROAD OR OFF—SITE. 36" HIGH POLE (MAX.) 50' MIN. 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE STEEL OR wooD POST I OR KEEPOSENT TO EDIMENT OIN SITE SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW FLOW HAY BALES 2"x2" STAKES HAY BALES AND/OR IMMEDIATELY. UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF �— W FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, (TWO EACH BALE) a SILT FENCING WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE FLOW VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO GRADE TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING COMPACTED w PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION ��\\��\ U1..--_'-:.; :z....�_j\\�\\\� SRO BACKFILL DRAINAGE r r r GROWTH. /jam// //�//�/ P£ INLET a --------- ---------------- ANDo 10 SUITABLE ETA IVE COVER T VE O VER IS N ED AS A MI MUM F S WITHCONTIGUOUSUNVEGETAED AREASNO % AREA VEGETATIVE LARGER THAN 1 SQUARE FOOT IN SIZE. I �\ �\\%/�\� 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR \ \\� a" X O TRENCH SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF /i\\ //�/ W/ COMPACTED OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO BACKFILL BALES TO BE SET THE ROAD. A NON—LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, IN 4" TRENCH OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR TRENCH DETA ELEVATION SAT FENNECINGG AND/OR IL CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. HAYBALE BARRIER ® INLETS (NOT TO SCALE) PLAN VIEW (NOT TO SCALE) NOTES: TO BE USED WHERE TOPSOIL IS NECESSARY FOR 1. AREA CHOSEN FOR STOCKPILING OPERATIONS REGRADING & VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. I ROAD EXISTING GRADE TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH I HAY BALES AND/OR PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT TYPICAL STORMWATER UNIT I SILT FENCING STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH (TOPS TO BE TRAFFIC BEARING CONSTRUCTION ENTRANCE BASE OF COMPACTED 3/4"STONE BLEND APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. OR N.Y.S. D.O.T.APPROVED R.C.A. AND REQUIRED PERIOD OF USE. (NOT TO SCALE) FILL TO 18" MIN.ABOVE EXISTING 2 GRADE TO ALLOW FOR DRAINAGE SLOPE OR LESS CAST IRON INLET FRAME & COVER (FLOCKHART #63518 TYPE 6840) 1 FINISHED GRADE OR 6" THICK REINFORCED CONC. COVER CROSS SECTION STABILIZE ENTIRE PILE 8" TRAFFIC BEARING SLAB', LAB 1-0" WITH VEGETATION OR COVER (max.) TEMPORARY CONSTRUCTION ENTRANCE �r \4/ \1/ 14, \I/ (NOT TO SCALE) PIPE FROM ROOF GUTTERS - �I 1 11/ \L \I/ `J/ \V \11 14, CRUSHED 3/4" - 1-1/2" STONE o ALL AROUND `J/ li, \11 0 LEACHING RINGS \1/ m REINFORCED PRECAST CONC. - 3'-0" 4000 PSI O 28 DAYS t�oF �� _ Nathan Taft Corwin III (min.) 4•• (min.)min.) +�� - ` � Land Surveyor Successor To: Stanley J. Isaksen, Jr. L.S. s_ Joseph A. Ingegno L.S. STRAW BALES OR SILT FENCE GROUND WATER Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 SOIL STOCKPILE( OFFICES LOCATED AT MAILING ADDRESS (�� 1586 Main.Road P.O. Box 16 (NOT TO SCALE) WJ..•—'Lic. N 0467 Jomesport, New York 11947 Jamesport, New York 11947 , EROSION&SEDIMENT CONTROLS, �nf �VV Shall include but not be limited'to: ti 0* A well maintained Construction Entran n e, PAGE 1 OF 2 Wire Backed Silt Fencing,stabilization - SURVEY OF WELL Seeding of exposed-and/or inactive so' L O T 34 MAP OF <R�2s TEST HOLE+33.Ot HIGHPOINT AT EAST MARION 3)°S SECTION TWO FILE No. 7755 FILED JULY 1-3, 1984 SITUATED AT C-' CESSPOOL EAST MARION DRAINAGE INSPECTIONS ARE REQUIRED TOWN OF S O U T H O L D Contact TOS Engineering at 765-1560 before S U F FO LK COUNTY, NEW YORK i EN�� ,�� Backfill,OR Provide Engineer's Certification S.C. TAX No. 1000-31 -03-1 1 .5 86 28",:, 5 3wppO that the drainage has been installed to Code. SCALE 1"=40' �\NK.FEN°. st�`� OCTOBER 23, 2007 SEPTEMBER 17, 2014 ADD PROPOSED HOUSE LOT /-G �,E o 4N cNP\� NOVEMBER 18, 2014 REVISED SITE PLAN TEST HOLE DATA MARCH 20, 201515 REVISED SITE PLAN s a (TEST HOLE No. 4 AS SHOWN ON FILED MAP) �� R `[-^7� ✓ 61� EL.3 'f AREA = 40,669 sq. ft. TOPSOIL 0.934 ac. O;1 n G 1.0, / �RGREENS .,1� .ZQ ,x O'2. -Fn LOAM � / DF �- c fi 9�` CERTIFIED T0: 2 /- RO iP\ i��p 7� O �Z� 3. DEMETRIOS SKULUDIS ?cam' - ` ?'o o�.r, WELLS FARGO BANK, NA ^ SAND FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK T.� .:.::::.::::�:;�•::�;•:::: \ �,O S $. HOC, •O O $y \ I 0 •::.?'`:c7\.D`:"; ?::::::? ?:::. O �t o��:.4 `.2 d e' NOTES: 33.0� :'O'':.` :':;:;�;.:;: .. I 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM T^� - .5•''`?:-`:-:'':':::. '�'iit�iiir_:ii:•:-.. '. Q �C+": Z I EL.16.0' EXISTING ELEVATIONS ARE SHOWN THUS: 50.0 'Z $ - 1 `...�O- }:._;..::;;;_/':'• :`:' O �t�n (P 17• PROPOSED ELEVATIONS ARE SHOWN THUS: 4-1.0 q .......S'i?rr. "' �� , 2. REFER TO FILED MAP FOR TEST HOLE DATA. Ito �^1 I\D '0 p' ::,::�0'::::.�:::::•11 p '(� 3. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. µlc\,•A ° G V' S "f� :. '- '::::::. O. �y{ EL 12.0I I 2o.s• 1 TANK; 8' LONG, 4,-3„ WIDE, 6,-7„ DEEP o o :.; o- ...�.��-....:. :,:::s"Pc'..-`. v(l •` Ci HIGHEST EXPECTED GROUND WATER O O' " _•� TEST WELL No.USGS 410753072205501 s s3331.1 4. MINIMUM LEACHING SYSTEM FORA 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. LO G''ntn'S-`i:` '• 'O'S-c.�.r: 4�uo 1 POOL; 12' DEEP, 8' dia. H'OOOQt PROPOSED EXPANSION POOL 0 1 1 0:...:;..... ...,@'e:y's?::`.:. �OAr( PROPOSED LEACHING POOL 0. F� ®PROPOSED SEPTIC TANK 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. `.:-•�DT� \ 6. LOT COVERAGE: S -v�� S ROOFED AREA (HOUSE, PORCHES) - 4,610 sq. ft. 11.3% OF LOT AREA y \ �� O `' �'a DRAINAGE SYSTEM CALCULATIONS: DRIVEWAY AREA - 5,667 sq. ff. 13.9% OF LOT AREA v =O ROOF AREA (INCL. HOUSE AND PORCHES): 4,610 sq. ft. TOTAL- 10,277 sq_ ft. 25.2% OF LOT AREA _ 4,610 sq. ft. X 0.17 = 783.7 cu. ft. S A a y 783.7 cu. ft. / 42.2 = 18.6 vertical ft. of 8' dia. leaching pool required i ° `0 o�s� P.4 3'O A. �rn0 Y PROVIDE (4) S' dia. X 5' high STORM DRAIN POOLS _ C. d / �.;_'� PREPARED IN ACCORDANCE WITH THE MINIMUM PROPOSED 8 DIA. X 5 DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: STANDARDS FOR TITLE SU Sq�D BY THE L.I.USE AND 0 p J®AQeTE FOR SUCH USE BY Ytl@T�STAI,�U�tHID L DRIVEWAY: TITLE AssoclAnO TRIBUTARY #1 AREA: 2,207 sq. ft. 2,207 s 0, �. q• ft. X 0.17 = 375.2 cu. ft. \ 375.2 cu. ft. / 42.2 = 8.9 vertical ft. of 8' dia. leaching pool required 4 a G 4.\ �� f / \ PROVIDE (2) 8' dia. X 6' high STORM DRAIN POOLS WITH GRATE * +� CIO ��' *•j /' i TRIBUTARY #2 AREA: 3,460 sq. ft. 20 ''a"''a'``• a ��J 3,460 sq. ft. X 0.17 = 588.2 cu. ft. � C_ ,� •.....::......:::..:.::n::: `_"' All 588.2 cu. ft. / 42.2 = 13.9 vertical ft. of 8' dia. leaching pool required PROVIDE (2) 8' dia. X 7' high STORM DRAIN POOLS WITH GRATE PROPOSED 8' DIA. X 7' DEEP DRYWELLS FOR DRIVEWAY RUN-OFF ARE SHOWN THUS: N.Y1 50467 UNAUTHORIZED AUTHORI ERVEY S AATION OR ADDITION ION Nathan Ta in III _��° �.. r \\ SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. 0 0, n �2OyS Q f O COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor ss tic n >,VLy� O APPROVAL OF STORMWATf R MANAGEMENT EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. `A O 20 C tQ�� CONTROL CERTIFICATIONS INDICATED HEREON SHALL RUN /O2 u► r 1 Cod h• r 6 ONLY TO THE PERSON FOR WHOM THE SURVEY (/ t IS PREPARED,AND ON HIS BEHALF TO THE Date: T �J TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout �s LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTI- °' <a c BOfi C+j, Appr TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fox (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 .•1-•G ANY, NOT SHOWN ARE NOT GUARANTEED. ° a Jamesport, New York 11947 Jarliesport, New York 11947 PAGE 2 OF 2 STORMWATER MANAGEMENT NOTES: SITE PLAN FOR 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION DEMETRIOS SKULUDIS MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING DETAILS AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. LOT 34 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, STEEL OR WOOD A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF EXTRA STRENGTH FILTER FABRIC POST (TYP.) U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING REO'D. WITHOUT WIRE MESH SUPPORT MAP OF AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS 10' MAX. O.C. SPACING HIGHPOINT AT EAST MARION OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL W/ WIRE SUPPORT FENCE SECTION TWO DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS 6' MAX. O.C. SPACING TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE w/o WIRE SUPPORT FENCE FILE No. 7755 FILED JULY 13, 1984 SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE — -.:.: SITUATED AT 3. PIOR TO THE SCREEN IS OCOMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, ' FLOW EAST MARION A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL ;' `I BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT '{`' TOWN OF SOUTHOLD SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES ATTACH FILTER FABRIC SECURELY SUFFOLK COUNTY, NEW YORK SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS TO UPSTREAM SIDE OF POST NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED '' S.C. TAX No. 1000-31 -03-1 1 .5 AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE / \ \� :':\\ \\\\ �� OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES � A SILT FENCE DETAILS NOT TO SCALE SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED NOT To SCALE OCTOBER 23, 2007 UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. SEPTEMBER 17, 2014 ADD PROPOSED HOUSE 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. NOVEMBER 18, 2014 REVISED SITE PLAN 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO MARCH 20, 2015 REVISED SITE PLAN 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER ON THE PROPOSED RESIDENCE. EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW OFF—SITE TRANSPORT. 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF 50' MIN. FROM BEING DISCHARGED ONTO THE ROAD OR OFF—SITE. 36" HIGH POLE (MAX.) I OR TO BE SUFFICIENT TO 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE STEEL OR WOOD POST F KEEP SEDIMENT ON SITE SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW FLOW HAY BALES 2"x2" STAKES HAY BALES AND/OR W IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF f— W SILT FENCING FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, (TWO EACH BALE) a I WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE FLOW o VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO GRADE COMPACTED TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING w PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION \\��\ . �j\\�.\\�� S�0 BACKFILL DRAINAGE AND GROWTH. // ,// ^:::';%/�//�/ Pf a INLET Q F------------------------- - 10. SUITABLE VEGETATIVE COVERT WITH VE OCONTIGUOUS VER IS NUNVEGETAED AS A TIEDI AREAS MUM FNO LARGER 85% AREA % I a THAN 1 SQUARE FOOT IN SIZE. 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR \ \\� a" x 6" TRENCH SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF /\\ 2 X W/ COMPACTED OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO BACKFILL BALES TO BE SET THE ROAD. A NON—LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, IN 4" TRENCH HAY OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR TRENCH DETA ELEVATION SILT FENCING AND/OR IL CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. HAYBALE BARRIER ® INLETS (NOT TO SCALE) PLAN VIEW (NOT TO SCALE) NOTES: TO BE USED WHERE TOPSOIL IS NECESSARY FOR 1. AREA CHOSEN FOR STOCKPILING OPERATIONS REGRADING & VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. ROAD EXISTING GRADE TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH I HAY BALES AND/OR PERIPHERAL SEDIMENT TRAPPING BARRIERS: THE PILE SHALL BE SURROUNDED WITH EITHER SILT TYPICAL STORMWATER UNIT SILT FENCING STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH (TOPS TO BE TRAFFIC BEARING) I CONSTRUCTION ENTRANCE BASE OF APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, COMPACTED STONE BLEND VEGETATION OR COVERED. OR N.Y.S. D.00.T..T.APPROVED R.C.A. AND REQUIRED PERIOD OF USE. (NOT TO SCALE) FILL TO 18" MIN.ABOVE EXISTING 2 GRADE TO ALLOW FOR DRAINAGE SLOPE OR LESS _ CAST IRON INLET FRAME & COVER (FLOCKHART /{63518 TYPE 6840) 1 FINISHED GRADE OR 6"THICK REINFORCED CONC. COVER CROSS SECTION STABILIZE ENTIRE PILE Nt, \I, \1, �I, B"TRAFFIC BEARING SLAB -a. WITH WITH VEGETATION OR COVER (mOx•) TEMPORARY CONSTRUCTION ENTRANCE 14, \11 Nl, I/ \11 \I, (NOT TO SCALE) PIPE FROM ROOF GUTTERS CRUSHED 3/4" - 1-1/2" STONE o ALL AROUND LEACHING RINGS \1� \1/ 14/ \1,1 \11 REINFORCED.PRECAST CONC. S-0" 4000 PSI ® 28 DAYS TS-O" .`�OF Nathan Taft Corwin iii (min.) 4.. (min.) �A� � . Land Surveyor .E Z Successor To: Stanley J. Isaksen, Jr. L.S. A 4 ) _ * Joseph A. Ingegno L.S. STRAW BALES OR SILT FENCE GROUND WATER - Title Surveys — Subdivisions — Site Plan's — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 SOIL STOCKPILE ," 7 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 (NOT TO SCALE) N 50467 Jamesport, New York 11947 Jamesport, New York 11947 i i ALLOWABLE DEN51T(GALL: SANITARY SYSTEM CALCULATIONS: LEGEND: v,5eucA,mwawnz N.xn sFOJu FPms Iet.wr Wuc,Jcear avelFxulr r.,a°eo.a,«Is�n .•XO.+,I 1s S zw. 'FPaPaErc LIrE SNE A�.1•°J261 Aa 4,91Ae 5FJ AIEN aaElil L°AA mrG6110M. 0t d ? ..,.i-. . XI e'cwnruc _�_ olMl re,eao U9JAC.UbD eo " 3oe3ao ww:e�"'�`..Ao �ww.,e - � SITE /s"4F`--� r.,a. F+Pws —�-- oarNtt la.P�RraEw.F"r .II,ovAvclnAa 4 w••••Aw— r• } WA,Fr Fuwf:Er,+rc Fwwf �oa3 ero +an.sza aotuv]m sFA,ws.wzEAT lv+oluu w srawlow.w —fP—w— STORM DRAINAGE GALG.: •1T OLFjO� — �� _4'"�+`j0; @@� � A'aao aocval-�ue�Fwu p FLOW AIN°w auvaw° ]R63J5"EFO.90h9HD Q •_I 5, 4sf�.F+� ' 3 SANITARY OR STORw nRNNA6E"� x5.w+ereaol5 ,EAINVIe FYR QYIIa WLfSKN P.pi°Il SF/DAT IPII]uNS RA,FI � � T� -1 .e^"W��.•�'Z y s,RUG,IREe 1°��^jl°h P°srou 153aGPD/5•WL6Pa � y�.ro � �.. ry �?...�, �q,6, 1 aN,:PLANFORLOLfTPF! -� xr[0rrar WOVSEnwwHNfFP6'P°°VLSWi/RY5r5rtNW6ffA5EflM• H-O• 19O• b Ip mr \ h h' 1N, EwSnNe eu•Ir°lai �_e_�, rmrmdra Pca,m,mrven.ln NIXV W.SEPnc rF,z(e•P.°Erv.awlW wN eS:wFW r]wa°� snort. Sao bN.6rEA£rFM 1YPILAI PAF eP I� » I S Ai{b':l. E"yfi. •1 III' h A= ewsrwo ewe .e.o Iv mn.,aerT°.rro..°vxsu. nl aw,wrAm sa�'euoe scllus PaaS r-�ro: SECTION A e:,o. 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CONC Cpn.Tele ST Sbal 6a6a_i—AMWa6fIRaTOEGt FRAMGGF— CONSTR ComVudbn JB Jusdw Bur bang ST GLCEIW6FRAhgNGPW1 i vrr or ur r.va ru Puu �'y.+ rxv r+s rA owe u 00 CorOnwua is Jantloya Cbsd T8B T—SBotl bane ROOF FRMmiG —____ _ r.^rv.... nvedrr Joint op our TEL Tap&ed.. 6sma FMhaNG bETMS e r.nxv.nvx+,.+N+, uro sea ea Hers + Da Double Adng LPT I-a Pohl TSL Topwswa �46Pv5 -�GEx�RAL NNOTES --_ DF DriNJng Fountain LAV lavamry TST Tap O/$led I m w +s I DH DwNe Hung LDR leader TC Top OlCan— I Tim: •+ DOP Don OpeNng TER Tereao COVER DIM Dimenslans MAS Masonry TW Top O/We11 ON De— MC Meeldne Ca put TYP TyP DIA D'ameter MO MasorvYO;,s g MS Marta Saddle UR Ur'vml sure. EA Fall MFG Menula Wring« wdFW Unrsushd uxr�wussswsv:eAn.nwa..+..uws u.+mnresrratr.+ .s.s✓ EN Ekvrb Watn Coder Marwfacnuer UON Urtlesa oNCNlse I i >nt EL Eledk— MC NOIhCenaed wteel ELEC Ekclrn NrS Net— sF V-ytnlHad L O OM! VC Yrry WagCwENOCLSP dRwgyre VCT Vyl Caprn T. E Fade! E%P JT Exansnrl Joint PNT Paint WC Water Ckud 5r sswcrw FAI Frets A's Make PR Pab WGL Wha Glau I AFPw FD Flew Drain PTN Partition WI Wrwght I I Io FEN F PIL Plae YYD Weed P FkaEdeg P Pem YD —__. JRoge xNunwer O1r-aaav1p0s 1 Y.ol Dreln architect's l Paul Pellicanl ALA I NCARBILEEDAP ttlq Avabn SRume,Suite 120 7.oning Llfernl lion 625 oD6old,NY 11939 claa w..'eoteta�ai Cedar Dr S,St II ( PF¢xe1b161 ED4G111 Building Dopa tn)cnl: T.wnof SomhoId Sccli., 31 Block: 3 Lut: 11 S _vnvw,arUitedsloft.com Zonc:R-40 L17�.(, Skuludls Ordin:mee Min Otns EsNl Pro Pmd CI,i1D,- ! :""'^• +•�LZI Vz"t "`� _ Residence Fmlll-:\ 511.11 n.nl 57A1 c76111 W., 01. 99.d± 11.J Jnml _e b•n. jr :k� Proposed Single sine-1 Isnl ndu WO Issn i. Family Dwelling Sider Nse o,(p 54cg cp511 / a-�eretale U+^I 1co a .00 T5.1x1 1 / j 625 Cedar Dr.S ao 7S ' Southold,NY 11939 ; III:II:IrI' 1i.1x1 II.IU nn � 6Kara a Duque ear • J _ � y a Glm r:ora,Nr nsdz Fhm.-tslfi)6Tsud6 F7-I)nit Ain:.\ .5o J G A l a / �! wnhnhr of l'.aeh•h,k) ... ('eikr d uan 11n_7N."17.07 f � �:• y „t^ �� I s1 Smn D.ITI ,T17n3 !kIlls t f` 1 �`•..._.__ � / j:�' NlowadeCaemp ea.50%olLdArea 1 I G'ml Eglreer. Teml Fl—Area driel.¢ampel RItrrl n,ln 71,42GY iW2.LY s, �`y"7�`i•l� �• T t\y P,.,aaea cle ea:=imzo6ddsn /� 1 �•• , vim? ;rOD� �.•._....�_ �� .� _-_-___.__— / � � 9xrr L ACe lrrcocrlt Lol w'id,l, ICDIPI N.Ufr : '.lt•r �+� 1,A Area i0.lttlll JDldA.M : 6e �.1 ^+.�.� ��q�71s(,.+r• •"� �_- ) _ / BIdL.\rc.Iti FI l i "O -%r/.. f�.Y� .,�� fef/�, �•�•' L noellnlCll 11f i,rinrvl nln 117279i I Garaci. nlxl AaP1.51o.lx1 729.2JUedL DUI A9(il Shed mUam �Tnl+lma Arc, 1 6111N Illx 51_I 1? ; . '— —a a — F'_ � ��- 36.L x e � .�ltf � /� •� I � ta; cteARwGLpolr I j J' _..•. C /�/� I I I c r�aanvnr<a aafiza. 1 O� I / •�.�// � I � I i � 7 y IP.apeM/ueax DS) ( I � II � Il� I �' '9 G.(•- Site PmPamWn� ____-__ _ Y r�r1••St nsWWon.Ne mnlraUw sllaP meet Na e- ?S lI -�n F1Fy/ I \�\�'r •�•h p�ISUUd 6es Nose wh�N erdea—eaf ra,be removetl. e U 'b ,y '-�\,) ^_-`__•� •-` t�_auum ubaP eservetl Trees antl&wbs .y Il be Prmeaed by lte 13 FL G 2 I taldt o(tenun9 at Vle dnPllne oral directed I — rfs by the owner.F—Vq shell be n¢lalled prior to p CD 6ET A f D 3< APPRO%IxtATEl—TINOF--�` �•� "">e"'� .& — ' e construction Feriallg 6tiag be¢effident to prevent I—CDONDEN$NGUMTG -.y / v constmctm equ pmenitromcoirpacolg soilalthe root s r ! m t Q' x Bead damagngtmnksandbrenches Il lnorderto r••' � ��— g - _ -- �C`.� '�• Pe�rlorm exmvationwork dbemmes necessary. ^'� ";�1 3 TO W roots of Plans to be saveq aurJl mots �,d 1 / i u. j _ r 52 shwld ba wt neatly.covered wlN b,Wap end kept is/'y ( t,] ��/` � `� \ ^`'!,� 0 I st un4l rook are back fJkd.Tree and shmb removal ��, • � %• �-T r` shall mahWe fie fillilg,wlting,etc. - I` —''•1� ® eaE_ 4. GMbin9 olnot enrve rootbUl¢aM saosla¢bry f 1 • ,� / '1 \`\ DNEnI6TORY HDUSE I oHctte disposalalellbeea,-Ilb,lha vegetative GuxAGE •\ entl e>araiceous debda pmtlucetl by Ne removal e m 181 rAR operatbns. ATTAdxEDM'O �[J •`Y _%i�. __�� y \ 9 � COVERED PoRCH _\ \•\ .a`�'w..'.. I ••�•• r• Nam•./r1f1! •Q� \• �� `,,ll Tille: iuwiuru a�a5 h5 3: �1 ❑ ASPHA rDRNEwAY W o E:iNFDR no I SITE PLAN& �. �` / As�AxEN ROuaSm ZONING PPFP ED aYNATHANTM fARWIN III LVIO SURVEYOR DATE:C6I11Rd16 MMecrne Debris NUe Grata u15•=,'v I Dwe"is wilt Wi bom debrk zone min i raa �j�-Ikj6�j,p. hom mean high tid—per Nax Yuf State ResNellbal CMelorsingl fam0y dw'ellin,. App.a Aeprercr 2. seedmailsheekmrvnnLcmneUienrequtremelt 1> a 1 8102 architect's Paul pe 11 ri Al I NCARB LEEDAP I-rchitectsloft.00rn Skuludis Residence Proposed Single Family Dwelling 625 Cedar Dr.S kSouthold,NY 11939 KaUa Duque 0, ------------- q)M_M_ ,d z n ;'n k, s� °k IC-�� : .� _ '' _ I `, L L S& t. g"a J" EXTERIOR 3D VIEWS 61.1�11 di architect's II \\ / NCARB P6ul Pellltani LEED AP / 1100 Gvabn 6ywre,6e f309 _�j FMmc(516 6'04J010 \ % �•. '\ i � / vAnv.architecLslon.cem Skuludis Residence �� _ --_ \\\\•�\�� Proposed Single •`L- Family Dwelling 625 Cedar Dr.S -- — { Southold,NY 11939 Ka Ia Duque ❑ A11 f{ � Flme-(518)6)&13a6 I L �. I I L 1�5 R11, ^_— Gig i I 6erfw t ` r II I )MI13 II,(,-�� 11- :-.. `-.� — a 7�, r Jt VI .�.�__�.�..�= 1✓ -- --�, z u+cni coeenoir6�wv15 J,` ry t S 61 j \m ssr \owu LL L INTERIOR \I II "� / I'i �; i \\\\,y `., 3D VIEWS �.5o K..64c..�v ems_ ia�sj or�mm��,yro�r.� ` I I s®� Oo.nb Gnae06r- wuv .bb• peabq architect's T Flerk fmJ Wm0 14yN Na9N —-___ �m DO IJ ,'.P S•.P 6'-0' _—_� I.PrwNetlaler 5'8'TTEJC B.R _. _ Iryllwu�w„t-Den,t,elCT BarSerNpervoame llPaul (1 ] J p P ].w'+nwmeyeee.n meM.eYTI,e,moTru lSola.ey 6 p B 0 ,+],� daea)dmn,meentlmr-GC.,Ne Prorue mowemsaN —.B �r-P r'-p 0'—e•_- yp.au„ew amn I AIAI NCARaIIBLEED AP 5 5 9'--D---i4�"�'-4'-B— bNMCmn,amerce BtaNxdo-I kavNaum wdh Pwe dmO•plen.Hmmpe mbrcklyYem. Rme�(31618'0931�f0 10 1 'S'-p S-b' 8'-6• St•-4. �bnrvrear amp.tv,med WMbreer lrokal. Fn-(SI61 E04NI1 1B 1 r-n z-P s•.P - ._ - _ i a. mw.naaukmtiam„'4 Tw/w-archilectsloR.com 4.Ravitemweadmmkwm5,dtr. -- v� 10 J'-P� T-tt• 9-P Y-r S-T 4'-1P Y Skuludis f °" wed Hay DawB® Ddry end I—1�q I __ — I l _ ti 1 _ I_ RP�,q rDdew m,„na m d—by,,, Residence NV4W1 rtJ ) (J,I T FM4Npermaa lNFPA 211 1 2•-6• s•-a•u'.eo- I "" — - __. _ .. --'6 wmnPaetade°:�Ik„a 4 \ 5 2—L.D. z- ' 6aP---.BeBC••' 2 J>Y4Y••a.eBo- 9tl! II It6-10' -=�s. hv TBdGrvlmmrer�e. ,ard°e.rnd mnmallv4ad,n.rm mn meMa Propos ed Sing le mmwmdd aeamw, Family 4a t 11.w J2'v Bw P b a6eedactvlp4naty smokearxbnaelwma 626 Cedar Dr. e r-P t-88' r�0p 119�h�- - '. „f _6n4r • . ^ e.w%+m.,tm6.=„m„maro,Petlaaaa Southold,NX 11g39 BO2-6'Y-ara B' JPx BP _ F I@B :I BEDROOM 2 I_81AStO18URE _. t� tO AA maeroarwmPtl Nee Ea Le' BW s u�l' 1 ucenama,edaana�men9.6m.e.m°r.leaea Oval Er,�Ne� s a�Jp,bP I 12 -m 6'-P 146xB0' 1855E y a,mayYmCm Maexr rmglgdwryPrtl elemral KDBa Du9ub _ _ »wafnn Ru 14- NB'x80' a' 1]6F I �. N 'oNy.DeN.'IeMebOm6mdeeaM fiNaM1n GMCPn.NY 115a2 H / \ Phvn-ISIBIB141N0 18 P-P iraW B - r r •-p ]ram• ' I �:, -\ •..I""z. -l��m � �!P ��'�� I FU1L! 14.Relitlea00a0{do dr FBNmLddee4an wnereFae .— ^� 3) r�l '\ -N�? eN9b FiWenoarcPlvN aPPGmnen 20 0• '-P ]2'1Bp C 1 1J- m I�'N _-_•_ ( 70 GF �'---. � 15.Mfmoeaere Aaek 1mBmGc,wPMmmeemwNmNtlomNmmtivn.Owwr anEr,omm -P L � —. N t.fp 6'-e• N-a Bp d. > IS-F /(� TN \ / `J aFYnamOpam lnm 23 m 8 B P 96-.96' \' FO"°ER I G' - I r� I�h ' aO eNlev0mr0cwmnmu�a?C�be b°`Wsl n s-e iB•asp 38 p 6'-P IB'am' -- I � ��-`*f`]� Famm2 ®respm.1A44V.IF.mtivmnawo fl_S 6'-e' M•x BP -_- i \\ 41 _—N. r_ _ � t �.W/LLIUN 4ASET b /�.i F I_1 A I I wm'°em � BmdamP: I' w 1 �w�n�rcc_mmn.aearwi.an s s /Tej\ n �, 1—J _ ._ NI ' I zm,aarko-ur.waala .a�a.ve„w.9 -- ? • 1 �- ,) f,, .- I aaanneremdaw Yaa«m°i`:.ne e°eDar, I,xa,lm..LLL�,.�J,I b'.p? 6 0' J I a�iave y4Y 6.4 nrNleadaeY umd! I �` __� � I-T ,� ]Free�o�d+alnanemnu.,r,e9 omega ea�m er b .t; —T �.Iz-5' { 6 1 vz to Inmr den enwceermanmr f I JI i GC.4ee mmNebaoLLm.bo eymlapom ap .I -- - - YRnx i . B Ie SNO FPAMWGSD&STRUiIglS6RAlL BEACCEPTEO ••. _2" -.. _I W11NOUf LNI.SOAYMVNICE WfirtTEN REWE6f FOR 1 I IT-9 Nr / II 1 t.- _ f� B 0• ...Y .� ,) !A: ..-.Y• NB6 mmon ToARartECTBYGD REOUEaa SHN.L l FI Ilrrbb � .. N IIt ci I bl OICHPNGEBAARNEDUP iAN WD GTWG PROP08EO ']'.J. . .I. .,t- I a ROVE FPAWNG CW.NGE9 TINT HAVE NOT BEEN V ous6YAPPRovEDASABovE ARcnrtEcraR 'I ^ EN HALLNOTSIGN-OFF ORAPPRpJE n "' ....... -- ---aJ95F------ BUUUDIGOE—G.C.TBEEN INSPECTED BY LOOM Ii IaM _ _ ...... ..._ -� 11I` C SHALL COORDBSECUREALL II .: .• ', M.-'� -.' � •..:�; \ :.� REOIIIRED NSPECRWBFofl ENTIRE PROJECT I No4 r t PaeeaMnwLMrMSEmn Oebbzad ntln t n51 ', �te� I G I BammmnNbM1 ddmPnNrvYak Sub RanmeDl fe _ 2Y.p e } `�'-----'b� f<ee b,n0'etmoNa.m mnewmrew.amenL 0 —__ FN b P. 21'.P 20ee 44i ahe4MrvW -0 p eLs i Nm w+Mowa to G _mwamn MwvAwn4Mi,wPeer 5 2ENGW coMk¢Nrs Ovals it 1 —V - ) NNI tl.M ,auPPWrb OnW. CD BET w I b I �".�1 �, I-1 I tl emea awe ave.dree.nn s R. wmta J`T 1 b --A b 3R BrBa deb Beal i - 5iw - M1 ]Wb IBeNOn prtadaeel4D PB .!r� A•b I -{ G� I O� f- swe VJF.e°Ju.amwnw..x/amrier9a el eaaWro 'i' 4258f <a,a, - I rMatlowbbemPlsaW. 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BI Number He DoorS_ve Wrvnenu _ � _ Proposed Single Family Dwelling III IIIIBx�RB---Bapxa5111 S,B0J1 i—_---_�--alYPYYYzYYP1x2zY-•'-------------.-.DP0BBeBPT6B1t P 166s5666Pcb6866s66'•''''''''-------------PeBrePPrP0ag�PPB6Br•''•••• .]axTJJJJJN�aIwaJJYJ3W1IPBxPPPxTrraPr•''''''',aaaaaaa,a,,aaa,..a.Be0BOB�0Oee8BeareBBPPOPPrP6Po-Po-PPP0''' II �_�6-�_-_'xt-_-,,P,mr`LS_a_.¢�_II•__„s nX»I�1LY-B LoP1�_x Jam_G A�I R_-.YD1I.EbH__�III_,__-g��_P__�.1 .P��'.: bbN.)IJ5 b��(6�b��IIYOlT f--l`'�_y4h6'-•�-�-.lI./�m1'v 1r-I/il+Ci 1if�t''1 J�x)Iry aI— P."-¢��y-�(_`._•..�_II 1iCC i S _-N�--_.I)'_J oII•bHbmbNb'#lIIl N' bn- IIII�,,_MWO:�xMaSWC�mVICPEB�FP2am�1_1 Ia mRNUamH FG�Ma'NswapamEaaPvmEGImF1M.Im ewxb®�CV�a RaDaNW KTT»'6<-ewB�amrt.OImCrs�aeG�IaNOW N''veIa:Ew•LI�aNry,SYsV�EE��sne tlUE�uOc G.NpaNI-tlro ea rEo—SB n'a a<fiRrelp semr.nmMDpBGrnwcFia Da �aL permsMS 0._pJ uew RVF�amY,lryv^a e-.NP oumPmNnMrt aFMa o-eGTr�Jta4leTOGP—v aa�MPNEe6ePmemwaoLL eBIl luemimaavlcP xrwWenl�D a Gvm dG,la rce v RNe ece awnNxRt�'Juy.nB aemM1OaovCiYlv ImO aPnoJ,r�riwomCb,avlV dGe r aoaWT m��I r Ee w n.W emamLBWSWcPPROq aowzoaw2Iu m�e n�ov6••G vea•«PIae'n oaram GP1aOaOPpPaNl.Sno LiPCwew...EmmanCl mm#.amamTJJwaoFeLN-EmBObY]KuawaWTa��l,wbCEeroBvr:wa.aOwem Ji b�Td�m.u-•lmaWmanJeFaaaWe'raFBOawYWee6xuaeloa„.rlmma OWi1.'huRzmcamy.aasJNe''anwOEaEamna yYeTRwD„V teW_�axlwWflr].lOaNl r mbv p pM(Me.TteWB-ImMr]uemr PF raa.mea Ew.:arvm RmSse.rNaqaRm?n�NCPE mzmmie,Eela nerwRreePEaHm iwd mR,WB�.nFr maWmORWal4Bms.aEE l IaVpl Da aoV E�uDeFNatlU aroM cmammHlan*aBEandOmtllvteITomoeon.OamI enLaeu OTaEwsr®Fn9 cmL� nP mca so.ewutSlmiYEiRp l aRu.ce Sr• msEL.ro vne eN 1p p,! oaYd- T..• l III�IjIi t 6sJJ¢o m ST`aeimWb•w.Nnla G6P�m Gyll2t6mx,l�memw Ts6Y imweZ G u .rC wCm-IrWM�aa _rmI�(.AOe5Iann,a —IliEW1bdadl .w6ryDE nwFN1anMNrtwa6mY�r MrTvPTu 7.e Southold,NYl E.1Am Y e—1.wp1 6IaI 1xd11ra]lD1.ax 9mNee o l 3u1eN 9 b qB 11 2 12 Irnr 1-27 6 -IY m E ; W¢LIDEM WgU NGOEDSt-TrN NOMQUECTBOCOUEBO Nqn PSABON—E 1SIGN1 - AGHANOTBEWPCDBOG ROEOWCNsFMNREPRWR - -4 1 1GC CDST W ceW oaeP5 I .I OQ ' CELLAR PLAN 4P�x P N t1 51 I 2-a201.2 I aeNu tanan Inslmdions V n w 10-MarofllW IaS iclagne- Wee -� 1 architect's aewpvµ..4vpk�u>n IRLNY hnum nl r ter to eta 1 P I Geneal,i auiremeMs G Boma: Im I I fdlletl eMrbWldirp lwaamediOhL 1701.21 D ��1FT: tip. ' �� L M•~4 -'-- } Heal regtlmlubYable rooms min.6B'3M1 ebovelmr m 3.8 L� fsPI-1 N.ft per la dole- 1T702.3.51 Paul Pelkae01 It.! 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Door to lauae aced 45 minuta wl all dean device Malcrlser helM 6 IN In.anal.heal dep0,91n 1311.5.3.1,2 mm• ~ _ _.u,.,;., g P09.11 R-1 ad a.-dlfelentIM M In 311.5.3.1.27 Family Dwelling enm� 9� II! _ 1•w1lnYei �g4�Y r• NonKombusOblelloorwith abPa I-We,dear or toedrein (J09.31 1 I Wmaer- al mla 6la deal tom. 12n.lmm msl 3115.3.2 625 Cedar Dr.S Floor Fra P ® r 1 0ff' min¢ I ! Southold.NY 11939 Ci14sr.44.s w...rr1JV.. _ urn .....-•••e....d HaMroil . .,.....un.^.rru Ndciim9 ab ldn0loba end beams 1502.8] 4amare ran. l >r,....e _ ...e.>v ^^^'^v.. Floor/cePmO drafdroPDad O>1.000 xeb 0usses Yvp 011 1311.5.6.11 1 Swawal Fiipneer: Doubkjolh under beealg vests sgJl{oRn 1 1�a21 Ra hei Imh 341n arts rtm430 in. Subnoa 1 I iWIba00dP e¢e P1/5.6.37 I Katia Duque r ... Unhealed wood and draranae:lent,nin.teen,lama min,2m P18.1] t nLa diva l wmwlml r - Crareaal <lam aheaNMasoltll aoaketl Glen Cow lD'1,SdT Y I6D2.81 Lend WO mm 36,n deep xvNNoldoaadatr I311.5.4J Irma-I61s)s,sf24e r• e1 I ,1 /y: F-^-- CnDPla waOs sfwOlbreredm emuaalve w/Taac.mdlnd al1�2.to.21 Be place.-min.I can Mel �"I' I ft I p� W� I _ J Il 3n ana Nrae lOd dells I`W2.6. I I R�en 11,*( in,-irIlaova MwmgrauM 1312.1J «•'-�,, ` E _t. j .. .d. s Pmm. Iso2.6.11 I Mm.helgh136m.134m darlyda➢) 1315.11 'an a181odarlg: Mas,openm0 s¢a W n. 131221 4 I i l X. J'sls bbcked®eivis(6pC D1 6 D2®eE suppoNs) 1502.71 J (61,p;ning at aa.we er/ai Wan91e) I.IL Jdala>hu blocked or bnaead®Oft.o.c 1502.z1 • /�> /l rsI ,J• •� SMreMMWalk i WmEows UJ Eiglroer. "7.'.••r.._-. 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I _ 13011 wr.I-Wdin.minf- .0.0 ' YBl.lastutla tam.O.0 ]602.10.3) __ _ __- ........ ^'^"' 12•Gypsum boats-neile0(rotsaebedl alT.O.C. �60210.3, '-"� �•�•� - ..Y.= l;; - ®^`...mY - wan Fammn I Block lhani tale osWrefug on gads clamp ifioi.to]I OIT+1 1 Top Plates Nall l ealeduk(6m:12in.min.) -1T6023(132)] Bemmg wall mtermcdona ono umrnao mrcl overlap '1-,3.21 muataflx1241n.mn JM311 I Enal lneoaehan SI60atge steel drops over rotdln>.50°6olplata.ridlh 16V2.e.11 ^-'- ionssldtrupaNraners-witdn le, s ea late wiN 6-Bd raIIS AND W.3 Regd BuIM iwilhalwrer t,6Rebove Wb 308 41 I Tarrldes lam nmkd l0tl max 24 n.o.c 1VWZ313(l)j I Req'dlaaRehw.eraul,- awn 13oe 41 I Ball a+a imWsains antlm pamFd ben gwa MpVd,howerdaa,-pen au vests 12]OB.1J emn4,>.wn .. A p WaO Perperldxiaar b' pecag1 Dw�vq,Garega Seperabm -t ', e- - 1 Comer FammO. pistmu'pflsel ham®rderljoa,z¢e Ilm9 'Gmape wallsommlonllrouse 46 raniales 1309.21 I (-- _ Jr � [ `�'�,�•••�•i D,�1� 1\ •-, HddtlouamNplceentlB nlerled Immw.l i I/R '�• «h y4 1{`(`--'a 1. Ft / �•�%�•� _ ��- aeam9ae fi l�Qeriorwan max rolch 2S%bamg a0% 1M.61 ChM1mev role: i �I• ua-' > {p BOMg be,a,l if stud aoublM aM not>2swxssive 1 .6� wrNh Steely Yss Nan nel 1,aWea nanMe tW,fe I INe tutles DOIM nayou0ds e11e0 lips bwsr clan Netopof anywinaow -/ .r./ JJ�; ` - - �•�,•,•, �,•,•�y„<•, !t11 N.aba.Mnmdres OKtoaO%,boring OKt,W% 1602.6] motabulltlmpwlNln lO feet. Pm o /-"" / I/ ,/'• ! I i 1 - ..- •,>,,,• I'I. Hales rwdomr Non Win,fa lee of shal 1,.6] Ir "/= / �/ / '•""-•�"-- !' 1 -'lN�.�i finJhl v�oA CMIMNEYAND FIRE PLACES I a •'.-~•••per.-• v^�r- V 4"�_ '/9'/ fr.l�I•. ACOo rvsdWdldvivnk Cahtle0 mf Nnpy VwNle NSted mi limlwn re]glmenimas set mfaN by Na Residential Meawuy ahl- ___ IRR110002014 fi Wam [Ro1 1 I 547 ::R`'�... _ _ -_� rb.:�:�r'..".•'.•�"^ GmsrW mntrador WaO motlmab wM wnmron aB tr'vn voh¢M fm'vnce an etu 1 Fa l FlL Irzlns� 6^B dory Wilt pima IR1W11 MG 6El _ remairurg wags.dmlllremoved by armador,ldudmg,bW rot4nYed is DarNiag.wan VeNeO fire ] I 2 ENGIN.LOaNFNi6 11Mr15 _ _ - - •^- _ 1"!I // j,a-antlbaae,wld¢w,door 8aawn mddmOseM tdn.eR e�l0wa0s to remain shall ! B� �� IG24N lresiared b'esrrewp-a-fini WOMmayirrJu winalEa liNleallape sits I -�„•,•,•,,,�,,.,�� - - ,- • ,., ---� d spaWerepairs,exis0rg gypsumwallboartl removal erd rePmcemeM,eM newgypsum Re•Ume +-'>••.•�•--•- -"!� `- waRboaN dadtl'ul9 oarvds4nO w u-d,ne aetlsWgwaOs stuA be 1pM.epeckled. ! Seel: ,o,• ow ^��•--•+•_ prepped and readyfa saw pall antllar cerando0lef efi- -_ fvllhesNmuOhoul entire area of work kellinmWaallirldlomrpelendmremlc I 4F3,.�•r% Ne to l rertmved.NewnmrfiNsls m l seleded by comer.CooMWale respowali5n of lumistlmenl arts msWAmemwiN owns. a foods l llhlooms end pw:tlIran. sin lseleded bYwmer,I:padvwl I respowbilL'es olfumishmentaM hofWlmvNwlh avmr. G1 Ia Ia+lltloas,al-dope end encbwiesaM lWub bee eM endowes slag - - a aety w,1.309.4 aI N<New Ycrk Sena Wsdinpovde. lWea1afeo ehe eo esisolateral Yrpatl 1I mp elioreMfe df W� � - Plywaodsu bd,.Wal some V.C.T.,Ne ar mrpelfinlsh elWilmalRed es per e.p.a.pMaood _-_ mmmmdav ldastd . rtb: Doubla lsal6rg9maaman exle<mr11-aaa and lamPema glees a adlen99laas DETAILS&,• d-and W.-leaNan 10'abmellor, NOTES Pa.aR mdaces of renms metals mdadng hat-metal down,hamms,eleatne Parmis, lintel,trM,etc.We Panne,an'!hw ends of an alleys enamel,low sheen in W.as seledetl by owner. 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I Raeabmnm. 5-e501 — -- -- I"'ea'an �architect's TABLE P3005.4.2 Al new-th.kj pi ,ogEdl d Eltf.gvipmem ew lneWladons Basal 1��rj l� TAB LE P3005.4.1 wmgyvnm the minimwnrequirements Belfodhby ma.Iu,UEd I�L--1 TAB LE Pz6ds.t MAY.IfdUh1 FIXTURE UNITS ALLOWED TO BE CONNECTED MAXIMUIJ NUMBER OF FIXTURE UNITS ALLOWED TO BE ConsWctlan Coded New Yak Slate,d,apler2a-fuel gas,unless oNemlce PIPINGsuPPGRT _ _ TO BRANCHES AND STACKS CONNECTED TO THE BUILDING DRAIN, aaeeaw alN,waJ.roes,arm an aPPlicabk as b,;_amacn.sfandaM, ma�EnncaL"I BUILDING DRAIN BRANCHES OR THE BUILDING SEWER _ saaC,nu uaeo act uaT sea mG NOMINAL PIPE SIZE ANY HORIZONTAL ANY ONE VERTICAL TheINAC,nntrecim shall veriy Ure sizPlpertormance requremenis o/gle pawl PellleaN ----- (Inches) FIXTURE BRANCH STACK OR DRAIN SLOPE PER FOOT ayazem(s)e,m wlcuyte Nenew(4)faurzone HVACsyslema ,df.by MIS hh J lu' DIAIAETER OF CaMerore I All,SCARS LEED AP E_ qda. —i-'---'—'- 1 Ilia' PIPE(inches) t/P Inch tla inch t/z incb� toe Avomn s4uam,Bair.lzeU �:\Icminnm lnliny IU I.S _ - 1 Gkn GOVO,NY 115a2 ---� I,�:hh , The amracla sheV cmNirute vaN Ore owner fa inalagalhn of new HVAC 4 , --1 ... - - Pkme-(416)B06a1,P .. h TI _ .system bquiPment tluc(wnrk,tliMsem;Ihermoslals,etc. � Fa.5181 6 0 9 3 611 2" 6 Ih - - - -' ConVacfarto PEW&ureter Lvunteraorrrcnorsingkhenasrequired. www.ardlltectsloff.COm �LEV!w'r aILU Piy-- - _—__,-___ __—_' ----I» ilfplr ----17 211 21/.1. 24 - }I Med,anical engineera heati car,Ire nB cloralWl G,eck Ne heagng system —J nliuv luh,ne,1'y,m,h alun.cnn>ial•nr,fl,r, 1 h IU ih 41 51 ud P,ovi g, p_iae72tlegrees NSMofw0degreeoulsidai are Olae6 enwbm 1, ra„,In• m',m,. I '- -- '-- iemperm o regldreebydlappiwbwwaea Skuludis ,r/.in:n,gnn�:,.r,nd brr•:n Ill In 'I 4 tell iy_ 240 4 ISrI 21G 3iD p�l:_\,lal'=- - -----------"-I---'_i Nr -----L------ - Pli>irm: i Residence '--'' I"EM: 140, 2.R.41t1 fir Sl: lind-25.4 n„1,.I lime-31Li.:t Nl plumbingmaterlals arm lnslaVations shall comply vam Ne minMum...tin. :..nhylcn:laluiniuun✓cn,...lin4cJ rv,l,xah)Icn.•rPl:.\-.\I:PI:Xr Pipv _ m.M1_.i_ a T.I',J r»Ir pipe>,.e hlnned h,n>ingle.Il,N,n dmnl nr let,arm.Stt Tohle 1.11•,n('h pipa•.in•Ih»iled lnRh;IddlnS•drain hmneh,en ing m»nl„rc lhJn requimments-11-by the Bud.Colbdoon Code.al nawpllrmbing ('ro +A:r33 1 CF'\'CPiI__rahinF,l Inch I,,'b nurrr=na.null:_r-_.---,-_., _� I(Y -_� p3,01.7. Iw'u»'axla.i\IEE•. fm,Imnre than UNc w'a.IV Ii--if-inpa 1 futuresw,nPlelawith related lauceb^eMaccessorieaah.Ibe Provided by , Proposed Single -' Pam}1°' Ue owr,erw N the mnba -,Fonsble ro,wmplete lrrddolin and Family Dwelling (I'VC1,yL II r 1 II L__ 4 1 h.\u walel ch,>ela. d:I y. I. E I;,er cruder d',eban, mnirecl ons. Poked 1 yl n,.i i i II 1.11 Pt. ) KNEE m.n, I I A , Newvreterp'pmg shag hetype'L"copper hard L=mpered lhtlelectnc 625 Cedar Dr.$ . -J- -- -I 1 TABLE P3105.1 ten% Southold,NY 11939 MAXIMUTA DISTANCE OF FIXTURE TRAP FROM VENT e.. oa—ER _ Shnnl, I IU I' /BA),IE AS SECTION. Referb Nexangs fa localwn of rlew rodvenl sledL Cda of penetrating �1 SIZE OF TRAP SLOPE DISTANCE FROM /, stack,rovflack ad AashIM shag be black or bm+m N malty mofmg odor. soucmy -- - -- (inches) (inch per fool) TRAP(feet) f.n.s, . i rh _..,n nv 1 r nr ?nry,.:. 1, I.r �--• NI PIpm9 exposetl m iha elemeds shall be Insuialed ntlutlirg Ppnm Kati.Duque a liu.nn,ina,m Nvi..nnal-P>,ina a.v....... lul,ha"rn.-hallp n.na.rJ:oml•,a„Ixr.In.naa anal,.orPirv...,n.,:AI.J. ):.4 4 5 �-/ I bcalatl in entedawe4s. >r WeYur Rd Gkn Cave.Nv 115a2 n.11:J .a.,,.,._.n.i..a,..1,a.,ll,r. ll/� I%•I h a GohurwE.bll m.see o/evsWgdomelllfowalere d.vIEVnEE PMro-(s1B)B]s1N6 dekrnlme if Ill hps .q...th.-uale fa 11 ad.d.i hi lool Vh., TABL[P2904.5 -- �— I � hived if syslemarolaCequale,Ne mnbana shall intluda in hieA,er '' WATER DISTRIBUTOR PIPE 2 IiJ X q '^a� sia,oan0 1; r; Gtl,the msida�arm'vg said system azordingly,as requiretl for proper It:a,+Pip= —nfan_at AS1M 1)43 -- j , 12 BEND 01-STER 1 ( I pertormanre. I Cl,lnri`a d 11 i,r>I ehlJnJv IC'PVCI pIa 4 I/ 16 SN,IEnS SECNONC� Nl below prede plumbing shagbewsf hon.PWmbirg mnbada shad Ic rv+y, - >Tic Piln onJ,ul,;AN ASTM I)?R4h;AS rKi F JJ I:AS7'M F J42:CSA 11137.E K Copp<nrcdpper alluY pip, ASThl h 42:AS I It 1U2 --- 17 SI: Iinc11=2i.4 m)».Ili+nl•r 3114.Fnu».I I„cl,pVl'IonI�U.DK 3l mmint. madh,atebalims of ad baseboaNBfimurea Ovid,ovn,er C'nFln:r ur xmPla'r-allay whin;;(l)Pa K.WK.L,WL.1.1 ur WM) ASTM 1175.A S1:MDSF:AS)NI 11151:ASt1111 iJ7 I+—C ��'�� C,a.>-Ii"A Puhcd,ylenc(P(:X)P11111 tubing ASTXI F877:VSA CAN:('SA-B 131e TABLE P3111.3 Hemina one Codlnn Sdreade Cras>-IinkEApnyanreknNnlu,nbmmycrnsaiN:rdPNyelhyl,nc ASIMFI±NI:CSACAN'CSA-11137.16 SIZE OF COMBINATION WASTE AND VENT PIPE 15tF r '(Pf:X-:\I:PISXI pipe- -- ) fIGUREPal DRAIN tune CACIF- (separothout mshls., apace) Galrm,ivcAflat pity T\S'fhlA S.i IdAXIIAUAI NUMBER OF FIXTURE UNITS(d.f.u.) VERTICAL LEG FlXruREDRAIN SCHEMATIC RadiantOmrB-tKuhoutez..,a g.betlroomSBuest betlmom ProvWe FNf Baseboard for mesbrBguest bedroom tamaraW: TABLEES FOR Cli-tal tol-I Connngiingloa TAB LEP=1.7 kor DIAMETER PIPE horizontal building drain or 2na F DRAINAGE FIXTURE UNIT(tl.l.u.I VALUER FOR VARIOUS PLUMBING FIXTURES 9 52E OF TRAPS AND TRAP ARMS FOR PLUMBING FIXTURES (2 zone HVAC(separate roue to med'a — inuaE uxrcl Gr_,ches) _ F- or building subdrain .— ME OFFIYTURE OR GR WPOF FRTURE6 ) O .1 TRgP SIZE MINIIJUM _ ms� _ UE la.l.u.� T 1 Ba k - I 1 4 _ PLUA181NG FI%TUBE (lucks.} BA,,uh(wilh..,"idaul Jmwa head a V.,wbirlp Ie,Rchmn,lsl 2 1 21/ h Th It:nhluh lw ill,,u 611,u t.h,nacr haI I'/. :Piumbi,a Riser Obaram Nok _ Rid„ I - nnrVra wl,irlpu:rl a»nvinUCnl>, _ ',Riser diagram is forrerererce Cludicx lra>hcr>umalpi� ___- ____—_ ` 3 I 12 31 ;ONy.The ficensed plambe,rout' 11mbwad,n - Ititl,l I'/: Tall all PiP'vg.van ing.eta.es I rk-1,i U 1 '1 =O SU Chnhe>w;nher.,mrdpil,c - LaeNYS requlremen=J Kitchrn sink __ 2 Oirhwaxhcrl.n„p:nat,Irnp, I/_ Kay Plan: _— I�ru tit: li,:eh=?i4 nun. Lwndn ruF 2 II,+,rdm n _ I iRan--,yj--- --- -..._ - r Kiu'h,i,inL 1, ,r mr u:qn.Ovid,nr I'/, 1!Skr dusnfl.A eallmia per Ruwl --' - I vilhmndi,ln,:nhe'r I,d garlagd prinJrrl ttblcr clnxbl ffrcanlhanl gallml,ptt Ruh) i J I 1 n,r I'nll-hark pr.u,,,ib Wll:ul,lwab1.1,gndo,pa flush li:dcr d,ucl.:mdwilh o ,41uu4 1-1-11r I.nmrlry mhl,rnc or inure cnmp:r,l a»,1 I'l, w1,irlPrn:l al scam nIM W1h1uF_ha1v.>u111 j w - I:na I'7a Full-W,1,group wide Wlnlnh ruiner cluscl k'redurllun l.ftnllun per llu>h,a»A vi,h nr lnithuu,>bunvr hwJ v.. „_ Sln, anJ%P,whidrywl nuecbmrnr en lbc Wlhmh ur 9,auvr JalU i ,, :'.�`.•�. I Over i Hall1w,h gmupli l,F,Iln„Ixr Ruah w:ucrctaarl Plu.lavah,ry.l - -'E I rlJiJ `.I I.-� t\'Icrcinvl N,uea lull=W,hPn.,rp(:va:vr mi,..vg,ea„rrhan l.fi P:,Ilon per Rn>i,pan lacmury', -- I / /- Ki,nhcn „IdiJ,lva>baT anJ aink,vith urwilh ha•c la) i ,• rn�'I 'ani J ,:j,u 1 1vv tit: li,,.h=2c.Ju nn, t0 Hn+p ea P;t, H gd,a f,U,rcyxn,l:,nl,li,rlr.,p,liincn,iu•i>a,l.p„if, LnunJ,)_rnup l,Irnho xih,r nnJpip,anJ laundry mhl 3 1I I i;r htulti 1;,-Irv,l,prnulu": _� �� I -No SET ilt]I15 EN.I.CO"""'s -]NN15 UPPER L—E.dll 1 co BET tNanA .0 A U ImmahamPweinlar Is `..i lhl dpa,¢mu:rnno Fora / ' � 7__ ` AD' a 1Da� J rM.'Ej., F.+mra g I I rl .i .,.r,met,aa>:nnp,�r.d.Ru„ren,ula rda>rw.r:.,.,i b<,..rnr,r•mnlaaNl„a,l. �J i 1-'- _�'�-- '� r // r.Add 2aruT.v1I ;r,an lug lam. R � - - -" i 1 I TABLE P3005.2.3 - :` e d wa�� y%< , � __ CLEAf4OUTS � �Tn• n UPPERLEVELLL : PIPE SIZE(inches) CLEANOUT SIZE(inches) „ „a °-�- r 11/2 i 1/' 11 -- _ -� ' _ s�!! ca MIJN LEVEL 2 1' Mva rauwwanB 3 21/? PLUMBING j •:- I RISER 4 and iTl?CI' 316 "" c AR --- ---- DIAGRAM � :rosamu,y . 1 For SI: 1 inch=25.4 mnl. -1,f�, 11U 11G MAORAM t i PLUMBING RISER DIAGRAM ChaelamdWpp as N.T.S nraxinpe _ ualadNw�aa 5-p5D1 �— Pmpo GFouMAkaKeYN..Leg— architect's 1a .posed 4,000..—orals&fwtinB fa—wall I 3.Proposed poured wn[fela pleb&fwbq,-tY9kal I L �a F Y��'�r-D �^ 3.Proposed 4'35A1 P&I wrc.slab with 6a0:t0a10 W WM ``a—��" e r tp o• G —anpo yl mcl6 nvl vapor bankron 6'RC.smne I AM I NCAReI EED AP CONO.wALLWIY 4•R.o We one(1)layer of 5W YYy r W.bd.at mach room 11w Avabn BqumY,6.o41309 \\ Y B �� —I—_-T.a•. � FROId FACE 0F00 nrlvg aM waly. GW Gcva NY f1512 SY-P 6a1-001NGw1 Y60N Pama-(316)606J110 (-� b — Ta` 1TOOWELB INTOFOOTING /~lam S.MeN.Rm170.Mlion art NUPwmplywleLNY1 I architectsl111 1701.1T021rW.MeN.mNrotlar&aB Nm aM faB hash vnvw.arrifiteeLsloft.com tr wlvma w ptteqummenl manurouartt requvertlmb aM BCNYS •: r� b Y BSeaB d3kvffmowwnnebm.-G.K— Skuludis Residence � �ci`--'�, b S •b`. g. � \\ I -��'. I .^. :oonNa'.,s ' Proposed Single Family Dwelling e 625 Cedar Dr.S i Southold,NY 11939 ,d\t f b ✓ V" I Suuu,val Ka Enmmrer. P aer�r � � > _ - PFA WI(4)Y6 BAft ` /!/ /e,m rt)Lxoss I — a- R / _ t Fm°0T ri wowro -J Kara Duque b b _ :UNFWS EDCELIAR 3 R• II — LL c w FsB�mer j ro .aacHEEK _ `r. } •r -t bTds.s�m -_-I`ua •� j ��i� 1. Y .1 lam`-{"pr �' t /�O .U1✓"\ I a .�'� v" ��- _— I � \ A }, � •.��L law+cw,: I - I s•s 'ifs f rm '`.< / 6 l I s-P T •r 1P � p -^-i-raulEEK b` � s, .( ,( S B.. 10 7 P J. PROJECnON -•�. - I r YI_ II((III G�YOC 3a 'a" FJ® ) 6 P �If0- I / `\t 1 - + • _ LB \ J L�-Lr— / 1� L*.- 1? k� J .:� .mcrcrewmw 3 B —__•f I Inl[nors. t / i �' '� b i l 6PLG-0GHTPoSr GETA& o- F�wYm .� r� 4. , a•6lABO11GPA0E � I ° tii �} ti �� Im FRosrwALL ro36ELuw cRAOE n i \\ -PI r'Pusi.. .m [swim 14 I,PAGu TS,P6.I•.YTP,a,EwBO -- S SLAB ON GMOE e I IYFE B SP,Ye'Yld,tl][sEtY 6m 5 6 \ t, tYFE 0 YO'a YQ,Ye'YU]NEYJBm ]F&WG6ET TlnI13, ® '1P PFOOTWG WIYS�IB'®Y 2 ENGN fAM1 ENT6 Y99115 FACE ON Y.Y;IY 1 GO6ET — WIY,®IB'OOWE45 WTO FOOLWO L Raviruu i_�—^B 'v �I .. C //:. m � boa. ,Y� N•q� Ib bI `_ - F.hi -+1RNELRLw GuiBFR b r., �— Wat Km °Y�Yale ��`'i i -- ^I b �I. � � -:< o•'� —b I w.w eQaa Ixmm rW1a s � .. � 1 oaelrmabwBnaww bom debda aaw mk.fn.n •••••�p�'. rom mean hgh tide as per New YaM Slelalift ..0 A \ I Y.r z seaealail,neabrorwmdwnaaa�anrn�nmmwL ; FOUNDATIONa b D s r J FIRST Fmmvgwles: i DECK sr-s I 1. � �Ifsreapolm.blemv.LP.aB FRAMING r-- _ ammBaauh•o.c..omwraad PLAN - arWmeamem•dnoaPaa6os manedkvdy 2 FmmmB wnlendalu,a hvf lea hemkB size& ryas,, pgwr !J`°=PI'.a°-vae° — — --- °aatlmaraamin mote.Le.r moor Plan mow Txa.e ey awraY,____- 3. G.C.k responsitla to word.all above PrWr to JB°°maP aa"awwo: _ —— Prowxtl,,aFw smaatl my NamLeDe� architect's - _- 1. Proposee B,a;prsL IMP eu ebden) IILIl7 n . F T 2. Proposed 4x6 post(MP M Deaden over S-0•) /, 3, vaNl aD,w area-Fee eealona. 2x Cj.-typ111,tgi—t 1,11 dq. past to min Peer PBII'Dani 2xCJ.-rypNrouBDoattatlbortl9. nB11NCARBILEEDAP 110DArobn Seuoro,6Wu 1M9 5. CanOlever geden losuppM wall abweel tlerestoryl G�4n CPve,Nv„sax 6f-a• /2\ wnM1 yyaWkO cBil'vp e.16101809.L;0 www.arcl,itedslott.com / '1/ s.ssxnasLVLlwwl \ Skuludis Residence /l /wrsre oa,.TNRu wus 1 Proposed Single _- ! Family Dwelling 6 1 -- ---- l3Mt+>�sxL�s WL 625 Cedar Dr.S RrGHI I Southold,NY 11939 626E In B BEDROOM D BEOROO61x b uI Nl14TER IIE I 1 V. � �R W I / I_—W,em&Fag,mev nwaD„°ina - BEMNG wAu �l I t/j- r^ 1 P°iRes ie)�6re'uie I relrr3 IxIDHO - (4 X11)SLVLFL-U G7mE6 \ _ MIL T F YTHw6NIXYENEEIR 1` , � J ll BFnRoowa S I /� ,v • / i ola E�awer: eATx svj- .��. �i f�DrPArzneoTwM 285i —ms �6F ej F !„ -RFINF.CMU NFAW/ 1 1 `l I x0'DE ORAL Cmm N BY "� /s�+ $ POSTEIIDS /✓� i L_ _-+I , 6x6souDTIM CMMWl MR S BOLTS `\\` \\`., .\2%BG®,6'dC \Ix /I3%10G�,6•WL `7 6 I FOINYSO CCCOWM TYP.ALLPoRCHCH OOLBW+I—SOPP6 of x_i f� I- —•—.—ALz,B_.—- rn,.xs z n2s LVL ___*— _ I _____ - � 6xs PosrwlsMPsoN Posy ups•—� _5�-' —�1 -- I £ -j.]31I xwwn at �a xl—2 / ENIRYmWN6 l — DROPPm GB1OE1t MIGNI — .I •—• - ��, •pljzxip— iI , n.Tsxnss LVL s ,�/�. �j 6i I' •� 3z,Bu®,cGc '�2\•'• `suiDiA slxB 6BDyu 'ER 2%BGBi6'OF B x �_f •~� I COL14W W1OALV.BOLT6 FOR (0)2xt2 SA�PORGG0.°a°CMGFb P. e Al Fi� ,2 /�EARIIVG VINL . I 2: 6EANNG WALL —.®—Oro 6•Oro \ o - -)- i Wax Ke LNG 6Er —Is i 3 FI16 I.. 'I \ — I 2 ENGW.COL�MENTfi 11 11 Co— 11 —NL14 'F>5'r9.6•PSl-— J 6- T „ I 4 I } Ir �mm walmbaremaea �m _ _ mca xo'New µot-Ewr I �sssi -. .wr sF I I ;- II prop 6wtl wa, -'\ xx10G®1TO:C \ nl COLOMN 40 I STAIR 22 „ i- � 11aj2%L Prop.swd wlbr'rk veneer I A• J I ' -— —._ —.—R_o``•� LCo4 @t6Ot \3:- _I� � -— _—_ Erlsl.swd w/hitk verger S� -_ . I 623'R0�'PS• �T•\ gi: I Jl 1 \1011.]!%II TS LVL iGLV�SMWWER � � �_ -ra , x--G®1TdC and Bute DabrLa � Dneltirg is wlNin wintl bam debrisz�n�mn.tm I IAlOa x - P' from mean hgh Oda as per Nee Yade6mfe �+`.uarzasAnw. „V ' RBVLAVNO OI —� I Besiden4el Code lwalrgle remlydwe0inps. m Tills `3° -- - ---- ---- 2. saedebJsbeesrarw3MwllnectionreaV'vemenL 1STFL B.$F zero G®s•oro "- CEILING FRAMING I ' .. ,...-. .. _ ...._ - ._ �.. ..... _ ... ..- ...�. ,.-.' I ,� t. 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LOF Zo,oonddims and are only applicable—mver necessary -Aspnarl roofing shingles (3)12ga x 314•GMv.69.per shingle.(8)129a x 314'Gal,.d&per We I Slding aluM um or veyl (11813 per stud Paul P,IGcari in a0-&BD 4417-THRU BO S Roofnda—id , ItLDAnbnaW ,6wb iR0 M oonnecllon 2)HD -2.314•.MMW/Y., Be (3)16D AIAI NCARBILEED AP A TR nun embetlmentset Roof near to ridge beam of edger (2)Simpson H8 Sle9gered Wl(5)10Dx I In cknr rstn-IISe} e adnesme -Roof miter to stile of stud wrool fatter(1)1/4x3 V2 Wood sorer-Der fool of roof span Rxwe-rilsj -aato I Raofm0efw otmia frig to to0 plot, (3)18D Fu-t51b)906}1t1 'j a.ld CT etevery RR w/o CJ at every RR (12)114x3Wood S— www.arrhaeetsjoft.eom -CJ to RRwlo CT®every RR (6)1/4x3Wood Screws l,>>P'•- '� -TOPplidetolop plate (2)i8D@12bG/W.For Laps �:- -Topp%tototopDlete®oomws 4„BD FResidence is 2-WV uvu Its ' -Toper beeom plate tested 2.160 CC I %S1 lnln �I I Bolton plate to lot 2.16D r balls min 1? it u t ererstobe m 4 -Stud an sWtl V2e.2-16D off/4 1 emb m trel -Double RR,beanrs,6neatlem 1B0®16'oc aroeM perimeter ngle be aM"No aster..to po t -1111111 sill,top plate,orgimer 416 D Family Dwelling m a -Ledger to beam of stutlb 1,11 D ORidge tensbn sbaps O Exmdarsbel laity column oonnectals M Ededorweadpostoon¢tiers -Joist on ledger.b beam w sods 3-160 I Lety coum nee n cape and In W be engir, STRR S'6'WI MIN B tn' Band joist wjosl 3-16 D 625 Cedar Dr.S HTS20-12-10 to lest an up.0 o18000 las parmnnac' _ embetlment trio bun0alen Bandjoisl to top Olam 2-160 Southold,NY 11939 b each eennecten m's dotal b therefor,subject M Mango wiN ectyticlia ednesive, Sheathasilsub-11 01r..Feld 8D®6•oc Edge Swq�YE der. .double rotls around 1 .rings,ye•_uaaaded Headerwamaa an" a1eD 'tlbe by S'iepsol Blocidng 2.16D Kobe Duque 7—Re i -Shee.& SDCoolers®g•oe Edge.®10'F Id don d°,e.N,ttbt} L And—bolts(aawlspaca or besenlent)5/B'dia 4ti7Tac(1 Stwy)493Woo(2 Story)4023be(3 Story)518•da �e-tste)ele-tme � ©T.rods- Andwr bolls($WD ongmde) SrB•db 40bc(110 mpn zwas)33'oc 1120 nnpn zones)5 i Tla fads-can be need b Gen of C,E,K,I,J,3 ancnorbol5 ma bemtluced to 5/6•db. ®6'41b Saetim medsMg fool ryol>n 20-BAD lobe ra,mw4 N aM mane cart Fj1DACCf I 1 Faso, I O Rool rette'to top plate Existing roof ' 'I maybe omiaed if HTS20 strops ystem b remain t t I - tam�po: ouatters�l8'o.c. needed GreMYto stutls Double roof Remove existing tM existing sizes rmdd Ire stud.Dove ratters as nasare LI Contiwous vented ovedang C520-BAD need line with one in Toe nai Min eaM oonneMon stud 418D rats Using win OO Rake ove1nan9 detail Irvmm° ' When L7 b1Tariesslookoulblackingcanba used AftMed u to stria o1RR 31/2 bad using ono vbe a fn ca.to oe-1boll upol of roar - --- I om 56 perjack slu0 Panbprevenl uplift Ifey FDn headers of jack uds Inds far ore trpljack Remove MMehlrg of"'t'i 9 of to reveal existing roof I afters ©Top plate to stud i�•� OK Headwupbloomectlan Tmigvn°1mNrdl MTS12-1410D in eam mnnewan (`• \ f i i �- ri s PHDS DS3-16-SDS1/4x3.Mac!wl �1;� ©Seed noafoomerxbn to edsltg roorofwa0 stud _ ATR mGl51?embedmenlsetbaWyic De -'IV•jr l adnaasa into faurdMen of 5E-_Wu b0ft 9\^'� conletlng to lips and vane foriack ratters y,8neln.gwaens rude- platesofflowbeloww/3'sq vrdsnar '•'�. 1 cos[ 11mL1x i 1 Flitch Plate Detail dRwweTr, b.b `• 52)Bea (3)Beemsi (4)Beams t¢Mr Wq, I flush mwnt,d nenbers for bhts o heel plate steel pieles steel plate j OPla[es to Iloorpsts brcarWlevers - HW 11ga w HU 12ga(wren HW is net ♦> I PHDS-SDS3-14 avalable)for del loiMs orb T_cable JO;vt of—Dopenblg - - - `u C520-6AD SOS1I4Miles HHB or HGLT 79a bfaV omw beams Pad We of be In eaM aonneclon snrevock i1 required Use SR•Jlb3tolt 1 to PHDSSD53 b in'db Nm bolts comer post bebw Wood members(sea plans Iw sizes) (3)Beams• e M(2)Beansa(2) sl toed5ting (2)steel pin M es strel plates wir�&7QL(L�2})pylg�p}(Ies tide ceplztatund(s dplanef aeb)dbeam,(beapanarw •� ;;�=" �� FRAMING j LTP4 1oo6na.c-6A ,4 DETAILS as r« b ec5on N Whenstudsam WSIe®IWO-7-too ned us alie 1f nails In eaM end OE WalslWto Dandjoist Ilnuw g ssbeps OF Corner,and wall,and post OG Cwnerancnann9Nfpuntladon OJoisl!anger connections OI Sll plate to bantl pkl II, iromstudtostud Modng from Odor to floor Use SB'..ATRanMwboat s. F,—%n ,Orm,bv A,mv minSlO mbed—essl OMrl,xa In inuryytl�ro __ Arq.4 xpnmvr Jobe u°wr90 Remenmslandama Design Criteria The felowing spaodicetbns me MR standard maimsol has ofm,-Met to.values meets m exceeds the requirements oI Ne m/s residential Milding code,pmsaibed W Me project herein. nFa'rchitect's Aul/omution arnd spedfirations slnwn Mull these LMalian Winer Design Summer Design C'be're a Heating wind Speed Seismic Grmnd Frost WealMnng Temtite DacaY Ezposme WNObeme Food Door and window bads as per Table R3012(2)&(3) l�O 2�n Oocumente relleU romial b,W ne(R/C (3aeamd gust laswat amage Damage Damage Category Debar,zone Zone luf-I 6,g precdmr,eM Dry Elam Temp. Dry BWb Temp. Bulb Temp. Deg.Days Design Cat Snow Leetl Una D Uptifl lAads pact pfevsance S p +- references the totowinB pubGcerbna: roue) OP Reti Winmw Ise kyGgN Ise aU Resislmm -Bustling roue of New York Slate to 2gI Nassau 13 tleg. fill 73 tl 4810 120 m h 100 m Vanes,see -Residential rode of New Yod,SWe 2010ed �' D ph •Foe rode of thaw Yak 5are 2010ed SugoIX 4/11b 110m h90m h C 201bs/s ft 3'-0'W4'-° MMerea SIIgh11a Amedon Forest entl Paul Pellignl -American Forest and Paper Ae-J.tun Wood Frame 11 deg. 83 tleg. 74 deg. 5750 P P q 0 Swm to Heavy Moderate C Paper Wood Frame Yes FEMAX •50/$5 B ors. 34 mph B tbs.(6j 39 mpg pIA I NCARB I LEED AP CmsWctidn Mmualla meats twe femiy rhmil . •Easam Sulldk 12gmph100mph Manual 1tmG �ua�mY"�Z12pa Energy Canseratbn CmsWdim Cede 2010ed •120 MPH win zme,Hasa lara0ms Inelnda:The Towns of East Hem ion,Shelter Island,Sanhham lon,SouNhold,end The Ville Ptme-(5t6)B09-3ata p P 9es of DeM9 Hamer,East Hampton,Green Pan,North Maven,puague,Sag Harbor,SmNamptan,Spullrotl,Well Hampton Beall -1510)603ai11 , 1W Wv.architectsloft.com Load Tables eM Foo Live Lead Dead Lead Skuludis Fa,Mal'ansfnar Stmrvrel Steel: Framlno Nolss:Icpnliwedl Roofs 201bs par soft 15 ors per soft 1. Femd.d.eaMfDeli,useh�BaxnpywiMftmirilrequlremeres,.1oMbyThe 1. Symbsee'WelsWOmmplywiNNeemblemmqudemenls¢atro byTeBindingCedeof 21. Pmvltle'Cals'atallextedoraMbeadngv2Ysondogwallsavaafeethigh.Agtrammg Uncwmedda lbalcan1. 6gmspmsgn 151bsparsgn Residence RestlenlialCMeof New York Sate,chaper4(ldudrg,but rot tatted W rahmml New Yak State.Mapter M.miese oNewiss noted. haveng be morpprxled height of more than lY-0•a W have aWd bndglrg,othenNs¢be timed in per soft are.)We otherwise rated. aneppaved manner et intervals not axceetllg 9'41'.Noway aWds maybelmger Wnll'.2'. Cedmgsw/oalfic 10 tbs person 101. z. an ao-mt,aal¢mdahAIb ASTMAs6andmnfam to Naremmmendauma ofNaanadem Ceilings with ante 20 tbs persgft 10 has Per agft Proposed Single 2. Footings Mal bear on acceptable undisWmed sell with a mlNmumY-W bebw Inmbss.lSWr'l .sWctlm(AISC)dr, .SIeUWbes MallbeASTMAS00Grmde B. 22. Oauble fuBsurds to besislered Wlackttud,armndopeningsinexteriorwdl,mdbeadrg pew , Fatuity Dwelling �arhavingeminlmum beaMg mpacily ofom ion per equine lootgemrai pa,titens.Atlhmtlerm antler 3'-p'Wheva sNBle jecksWtls,uMm Bidet tlo,Nle Jack Floors d0lhspwsgfl bailor Mal mangy l field. 3. All mmecSorv,area be mad.Wth3/4'Namster common balls a..We by a malitied wetly studs,a rest and Doer to have triple jack studs. Serbs 40 ors per soft 151bs Per son 3. P vas and beck rill in a,nan-and see.--1 R rovida proper emmeseet Ong E-70M ele,etm ' 625 Cedar Dr.S all times. p 2]. McOrr ovm6'-0-ih ImgNas 4mPyYhMs1 with beams,giNers,ap meamg en zoo lazarm van 4. Andmrdce oSlmNr,1p lmrwatbnswlMl W4'atom,ekrbpusambeddWI'�4'mwmanwo' Nam.andl ba 1,rmgnl to Ne allennmmNa arNuedmd¢k ndr,a trapptwdala aba and Southold,NY 11939 zor,creW.UmsteelsbireseMnonehinkg-readum M1dghl merl 4. Hmnd bkn/oantlation exmvatbm Wf Igrmde Just before amaeaepl�ced end mnpaaatl With a tend operated pate type a,awaem• ,M1hsm,� 24. SWas to align with hWfmWn wae,aver posyva. Notching and Drilling Detail.for Wood Frame Members Sm Oa Fapro•c 5. Fill material tube accepabk sand,gravN acvMladm ofbeN,rduU,may 1. Masonry veroerWbee,m,aed bhamirg with 22 guaga,]IB'wida cortosim resivaN 25. 2x4 W.besWbepaviaed at everyrmf rener. Kato Duque serialarro11ampumsol stmeaar PeItas overontm,llaM`hoime' bet nworsen Rd war lwo inelrea,bat aces net or aln day.been,m,mi.remade.relents, it seem beg l6'O.C.veNcaOy ernd hwizenmy. f4mraw,NY ttst2 26. Provtla(])1' vent hales eroand sNytgM1a. hozen maWrWl. Pane-(51e)9]&1248 2 ProNdawaphok¢4'-0'O.C.eM provide m,linuola pig aspMO-¢aharated fella 0 S. Maislae/condiSon fig malwWl byaereling wwaterUgand lhwmghtyrNW maredal conos'wnresoanlbaae gashing. V. Install dams to poise,roof pitch under MonWng and pelpeelmar W Me toofJoiea to ro pwae fa reef venting in fat trot mess. tp obaln mlimum mahWe content permitting proper mmpamen. 3. Fero MW,,1 m1may W comply with ASTM C-216 O Sprea28. Before Intel Ua'v openings vady mMenan hard!height dearanoea of T-0•. thickness 7. Metal ameptableripmatedaluMomNylloyen not yealer Man duns inchesoflcom 4. Mona Mdl be type'M'er-V 29. Al risers to be a maximum of a 1/4'and aB beads W be a mindimen of T W deNr lg, Or entire It sea. 8. Use hand=rs orv3taWgevnpoaors at Wl Ozn waU seal waysw smiler 5. Rovtde all n-Ormy,aaessmles.minfeee Nandge,speders and steel angle between We'and 1 v4•projection.Raers and beetl¢ahao not dawate mom Nana'tnrouglWen kvations.Doroluse arge ro0ag equipment edjamNrolmndagm and reWia,g Gtdsf.shmsAaBommmasen,y'wals'Rembmadldoorslorsudamappledhmr asm, the age me.Unmum width oa.l.W be36'. - Sad OI"1 EnP'•w walls. users,pride tlavices.Uc. 30. AH,,Mm,and spiral se ie W empty Want The New Yak Slate Residential B,Wdlg Code. e .9 9. Do rot beck fur end mngaaagainst Wundatmn and reWNrg wags mddmmTea bes 31. M thermals and Prminis Wall be 36-high and must be povkie-it ag mWee, § <114depth of Surd Ned design etrergN aMwaAe ere properly brecetl by edjapmt mnsWxbonm Fnmla Notes: whenare te•rhgner Nan ffilacenl¢Waars,aM!wall stepsU2rsersmgreaer. Ie ampomrymeans eaepabe and approved bylheerMikU. C F� NO=are not Parceled In[he same bratpn L„gznpa: Ia. Cmimumbgrmleamm.,ibratarymlla. I. Tmmr haMngshal axnpy Ma,the miNmumrWaretrerds sal la,N by The Rasidmtal W Temple shetls and SA sealer W be provided Wr a new femde5m work be MWs Consbuctm Code of New Yak Sink,chapter 5(Fbors),Mapkr 6(Well CmaWaipn), 11. selloomNorkersaMdenaitiesalm mm;Aywsh Ih.regi menaol ASTM D155T MaptmB(Roof&CeglgCmsVucSm).uNess othermse rated. 33. Newvwr5,m JteaandlepaWe etmir moaW pr-Mleakage. ---- &B'Min McNlrind C.Compaclmdnralm.,fmodmons,and Wiems acme hundred perrent o/ 2. Fmein,limbershallmaquareedge,abeignL smM,wets seemned.maxmum meagre 74. Mextermr openngs shall be pmpedy lksM1ed. <2/5 depth of Surd mum density.Cpnma back fill etwalb.embanimena,andueder paved areas at mntent of n'ineleera(1g)permnt at gore olunalatian;Lumbershallbeer Negredeand e _ ninety N-m of maximum density. tredemarx of the asemlatian bywhwe Her,n's produced.Saesammledmenaninal 35. U.-Impreed--b2negashi,g.11mesdedoo mdM down. 5 s,E 6l8".1n Inmrve 12. Step fcolinir-set elev emerge.on-emc Wlyhorembel. 36. It,, gin bepmNded at aVrml peneBatiore,OIN,vend,sIglshta,Imeys and root a WmWdI mos. p,E <3/S tlaplh of surd(fardou0le surds only) 13. Cmbeda shal provide al required upmdm ldasd m,uatim. 3. Framing fil Mal be a bass reled Doug FV No.2 r better wed a armss_I_of Fb= niWlms.Flaming to bepmvnded Uhips,ndges,valleys,themes ofrootsbps,gable Pmvitles.,of2'sep.,b,n between notes US PSI and sham value of Fv=90 PSI, rodsand Wpoffel to wdh.AOrmI ltmseUWns to have iWshim Wextend 8'In and nohhas From eachoNa and from the ends eats it-.AU 5asia g W be dumdum adass odew.noted. 1"& of tmm0ers 19. Dem]regmsand general povsiaufa m„veremrthmtlm Meg mdmnto Me 4. PmnJO double llaorJoiab uMa ill pa 1patifmns war V' in IagN. vP,an requlremmaaf Neldest AC.I.huUdrg mdeeM manualACJ.315. 37. Ag bneM gagers are le have Ia.l�am sound lasaWtipn Pate 15. Watimroof wags of ex-sted areas win 2 cma.0 lc base. 5. Rositle eofi lbritligniabetw pia at6'-0'O.C.rmtirm,n 33. monmonahaenge. mlasabens_fo3onaNde.rua,oNewd¢eroad,wawcttae EMeriorand Bearing Walls fa. Unksa otherv4se rated,aA amcrele sha0bem4'aaMrgravtl Nlwith fix6:10x10 6. All platesamnaq wgh teuMation watsbbeADD pessure beeves and Rare shownmtlrmwbgp.Sapid padsm faB woo Bamig. Will reinfremm.Inanor sabe¢nar be placed on bail rmnuone metal temple Melds.piles�hagbe bdvdWtoundo5ars watavi,N ptlyelhylena vapor Ed mmerbolam mavneam 27 o.c.end maWr .Nf'-=U=e,d of each 39. Unless vme other noted.provkle the feri u,p: 17. PrsddelR'expanslon ptereatedalW&behammallmnaete UabsaMeWWg pate.Ballsmmtbeembeddedaminlmum ofTllo 1pmdatbnwals.Formnemarltte a. DmMe haaderlolsa and iimmera al ea poor openings. lAelepanwen4tNazm mnr4eb or nasomy wallsomulgNezariwwunheated eves ea regwred. the Jwn,belween UllINmeandtopoffmind,sm. b. All heatlers as folbws.UNess olberwiu rated(u.o.n.)aW'V 2-2x8,x<5'-0'2- , yotaapmmLW 10 2x10..W'0•2-a,2 rsel.- 7. AU subllooring,wal mtl reel MeaWnBahallboadmorgndendxplywood.5u1,11owlrg e. All InWror wdlsend mimse an W be covered with gypsum boad(12°),with nwtal lndepthofjoal Reinlormd Conrete: -3/4'T&G glued&s-red,wall sheathing-IW.roof marbling-516'. seer ei lordng,ape,armae and sand 3 mats <1w l it. R-19 MIS)or R-15(2W)Wit mil.lag Oil weir,and R-38 MR MOW.In gat will 1. Conaea all comPlywith tM ark m7r,lmum reg11re enena sal fond by The Residentd 8. Alb Ut'ups glydar heWenahaYrothaveanyspidm Newidefem of my Co edjemnl Wlhe exterimrbunheated spemaaM R-2l mthetlrel battimulelWn In eO nstruction Code of New Y Sae,MaDkr 4,uNess ollrerw'se milled. ,nembergreaarthen/R Umec thd wide face. mlhadrU ml'mgs _ 2. AO corrreta warksha0 conlam Weppimble recomrtendations UNe Amedran 9. aemmedwma Wrarcdt,omanags.eta.r,halbeaPpamed mmrir grade.(primed 40. Mederior poste.gidere a,nd laba•n.nbewmdpressure treatedlaardmm vWM1Ne 2'mW Cororete In.ft-(ACI). all sldas and ends) requysmena of the emenlAWPA santlatds C1 and C21Or water home prearmOnim treatrnmt. to 3. Ap agaea shag bestma mrxele lL4'aw¢e wets must be Whiled oenifyvg orefemanm W regaremena. I mB,e=.)Mdm and,wnum 10. AlAdtiM,Or Omm I gets.made wYhlovt hangers,haNm enMrs,Simpson _ ^q_ mYzs i '40 otpip g aimmera, 4000po azhv PM ath tltysaxcepa Saba onPedawWM shaO haves ermarm olminimum lB Bauge pima galvaNzed steelasmamfaWred by Sin,psen' 41. W toed In accrdanoo w the pin A standards Cl and CZ belong < > Mnlevn strmgN of]5(g psi et Iwmyeghl Jaya bearing pate and moisWre 11. A.cpedretl within thane tlxumantc,ale#eror walb vim ore osnstruUed as Typal border than the Plovnded between wood members and wad. Provede sthe o175ePamtion 1/6 depth ofmed s 4. RelferUm ban that mnhxenWthe motiemenls afASTM.15 for Smile 60,be Mea,Nails o domed by The American Forest and Paper Asset.Wootl Frame I oeMem hdw end hetNas hem 5 rentiimm and have miNmum taps a anydi-,-. Cmulrocfmn mama teebon 3.4A2.. 42. AU lumber and mmccuom shag be In aacotdenee with the New Yak Sate BuUtllm Card eadlother and from Ne mtls of [Ndtshas� are not pamd0ed in 4 with the National Design SperAwa6ons for strew®title lumbm and is askrimg Lumber u bee members s RLWG SET >2Tn5 5. Weldedwlre aide 12. Alreterior will ed malodor wand,sM1all be aluminum or idwrized. Wrnio.and raddled,comp)ta W ll Wrinnin d,ddgl,g,tamk,,hangers, Floor Joist Ne same lacatim as holes 2 1161 COMMEMa Y99n5(W WF)Mallconfam b the requ4emena oIASTM A185,slat B�in expos g g.ancMrs,Nrkm wheels only. ale,required to ainst bat a hhandp1ora. J.10 hand,neml a.,auPplietl with t rn sEi Itm]na 13. J 11,are1.e,pmand datmadremn"Need apml 0 pennitlMpftfons of piping mat and ddler degalns oil bane.and plates. Jolat hangers end comeaom,sail bddeag o Ravmm, oaw 6. N-jeet al""dabon.5"N`mm(eIpOOer!to%)bywleme ar mmeda is, the work, lobe bloGetlal matlmum l6'Inatvals on bemlg parWone and 3Y ltervals spdd mnmdmg N send aehalbe sRedbdil end tightened egabutnd hen hers I pojal MeA contain Gve percent(H-1%)byvobme of enlmled au es per ASTM semen beadm psmtions. end pates.Joist hemen end mnroctw sled bddplg speUd mmaUmseM hardwae, tO Ucpmvn,xnnwzm ,con rr C231. 113 de 19. P mustbamst Ill ecmda WthThe New Yak Sate BWdag Cederequkementl. trial rpan Wba-k " ",Ir--tnmsmnPeened.Fee rue Uoppmg as requbed lrnmplence with The Fa Cork, Nix Yak Stale. 43. Provbadmdaldslsand headers al vrakrdor,el dreinbeds,aM aA bath hrbs p,sM1mwen I depth of vm joist T. ,amp Malbefow iad,esaM Nlvmaeta shagbeconselidated by adequate nme. 15. Proving tlakyrigh¢1 RaMWbs dN mGh,,m llimoOO r riann. PaNUonA aramd all and mechanicol openings YaT amoreWwNN. opeNms,skNgha.bethwba and heavy applia,ces r roomer,. I B. Keep axmea sudarsMcovered by forms Podded from lust of audam I <t� •'•'°\oizaio„':P� moi4acfa rot less Nan seven days 18. Miaoam beano,designMed wNmlAL'rlVL'roatim,¢haU haveemirwnumwitlN U 13r4'pa u,ember.with o mbdmum 6exural abess d 2a00 P51. 2'ran 9. Slags an grope shall be plamtl l aecbona rot auaedl9 Nne hundred squme feel with lhiny fool madmum aide length.AU-tin stabs shad have steel troweled 17. Domde beams,If Wndid lumee shall be mled legelherwith led rails@IWO.C. finish uNess ethane noted,and anal be rdNo,ced with 6A.1W10 w f Nested ound Peel of Beam,pomade min of Y Ueamnm W edges.Triple beans to W miled one lnMlroenlbetolermlece. la¢Ner/romboNeWes.AJI N,,beamstobellvuboltedwff, e,,mapanem. I aflw+t 10. New forms shallbeused!wall leundetion wogs. 19. Whereimid ers ends het.it--- eariers are intlimed,,:onhmandby a and ulitize Ne properemaoth thank roam amd"ring nails ea recommend by Me Provider min of dhoWhe separation- <1/3 depth oljo(tt 11. All exposed orserete hick ways shall be pined and painted MM maserry Net harper marefamine,le imwre lne rNsoned shear end withdrewal cepadty of the between hales andnoWlas loom Tre as to rover thewa0 area uNfarNy.The fWM shag not have ltlwl'w'Wn adegas. eacrotlrer and from the ends of Novd,es are not permined In Tip°_ wuwawc do eoror as tdeaed braw,lm. ,19. Provides min r2'Uea,arre around Ne pacesfa mmbusiNe lraMng. �mbe�' - Ne same Waggon as holes GENERAL X. Doom¢paW,=stale shelf beappmMa min of1/4Or the Wal length ofNewdl. Rafter/Ceiling Joist NOTES era. - 1 DETAIL@NOTCHED FRAMING MN:r.a Am.9 lose- Pr'..Jo64 D„w,re+ N 6-s605