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HomeMy WebLinkAbout47354-Z �o�o coGy Town of Southold 7/21/2023 a P.O.Box 1179 o53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44327 Date: 7/21/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 560 Little Neck Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 97.-7-26.4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/23/2021 pursuant to which Building Permit No. 47354 dated 1/19/2022 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 covered front porch and rear screened porch,to existing single-family dwelling as applied for. The certificate is issued to Dietl,Gregory&Concannon,Justin of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 47354 7/5/2023 PLUMBERS CERTIFICATION DATED 6/30/2023 C hoVNEktXumbing& eating utho 'rgnature �sufFnc,��o TOWN OF SOUTHOLD o ay� BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • � ;{ 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#: 47354 Date: 1/19/2022 Permission is hereby granted to: Schmidt, Margaret 560 Little Neck Rd Cutchogue, NY 11935 To: construct additions and alterations to existing.single-family dwelling as applied for. At premises located at: 560 Little Neck Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 97.-7-26.4 Pursuant to application dated 12/23/2021 and approved by the Building Inspector. To expire on 7/21/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $612.80 CO-ADDITION TO DWELLING $50.00 Total: $662.80 Bui din spector *pf SO(/T�,ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 CA aQ sean.devlin('-)town.southold.nv.us Southold,NY 11971-0959 Q�yc0UN1Y,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Gregory Dietl Address: 560 Little Neck Rd city:Cutchogue st: NY zip: 11935 Building Permit#: 47354 section: 97 Block: 7 Lot: 26.4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: 5th Generation Electric License No: 58846ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation X 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 47 Ceiling Fixtures 5 Bath Exhaust Fan 1 Service 3 ph Hot Water Gas GFCI Recpt 8 Wall Fixtures 3 Smoke Detectors 2 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 40 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan 3 Combo Smoke/CO 3 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors 1 Disconnect Switches 29 4'LED Exit Fixtures 11 Sump Pump Other Equipment: Gas FP, Oven, Fridge, DW, Mini Fridge, 200A Panel 40 Circuit/ 30 Used Notes: Whole House Renovation Inspector Signature: Date: July 5, 2023 S.Devlin-Cert Electrical Compliance Form pF S0�/ryo Telcphone(631)765-1802 Town Full Annex Fax(631)765-9542 54375 Main Road P.O.Box 1179 Southold,NY 11971-0959y, BUILDING DEPARTMENT I! TOWN OF SOUTHOLD JUN 3 0 2023 BUR DING DEPT. .CERTIFICAT.IO-N Date: Building Permit No. W 735-q Owner- V+ e l L _ (Please print) J"v- GiS�la _�v�C/ 4t Plumber: — - - - (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this 3 day ofC,(/`-Q , 20� CONNIE D.BUNCH Notary Public,State of New York Notary Public, ,:r�ty No.01BUuffolk 0 Qualified in Suffolk County Commission Expires April 14,2 Of SOUTyolo I.. ! 7 9 �6 C hwfP . # # TOIL WN OF SOUTHOLD BUILDING DE. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [)DELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ka, S Ill nrI/1-lC1 2 01 1 DATE INSPECTOR SOUTyOIo —— # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECT-ION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT.CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 0 &t&l ca-4-1,o4e� Lild GLo . Gv r DATE 'yOY INSPECTOR OF SOUIHo� q7 I J (L/ v L &C. # # TOWN OF SOUTHOLD BUILDING DEPT. �ycoom, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: m/ �t V4 0-ks- X552 DATE INSPECTOR ` � R Ila 1 t3t u ■ �3 �--., , - . � a .,. LI _`� `�...:� ;, r •rj#. Y.. _ ` ii I �L� ►� �i �u� ►� N. J. MAZZAFERRO P.E. FEB 1 5 209. B9989UM PO Box 57, Greenport,N.Y. 11944 70WN0FsnjrurPni r,, Phone - 516-457-5596 Consulting Engineer December 20, 2022 Design, Construction, Inspection Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Dieti 560 Little Neck Road Cutchogue,N.Y. 11935 District-1000, Section-97. Block-7 Lot-26.4 Building Permit Number—47354 -Alteration Inspection—Insulation On December 19 2022, I inspected the insulation and caulking installed at the noted location. The inspection covered the basement, exterior and interior walls and the ceiling/roof for the alteration. The inspection results are: 1 —Walls—Insulation provided and installed by T&T Insulation LLC. Insulation provided rated as R-21. The insulation provided was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. In particular Section R402.1 of the 2018 IECC. 2—Ceilings/Roof—Insulation provided and installed by T&T Insulation LLC. Insulation provided rated as R-30. The insulation provided was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. In particular Section R402.1 of the 2018 IECC. 3 —Basement Walls—Insulation provided and installed by T&T Insulation LLC. Insulation provided rated as R-15. The insulation provided was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. In particular Section R402.1 of the 2018 IECC. Result- The insulation and caulking installed by T&T Insulation LLC and verified by inspection on December 19, 2022 is compliant with all applicable codes and conforms with the design specifications. P�� of EIV y 0 A�9 f Nicholas J. Mazzaferro, P.E. P 1 ® 0 W /VO. 051 Og5 =c� �R�FESSIONP� L IU IC it \u1 23 P FEB 15 20 �, N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 TOW0OF0101a�a-��p Phone - 516-457-5596 Consulting Engineer December 20, 2022 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building.Department 53095 Main Road Southold NY 11971 Re: Dieti 560 Little Neck Road Cutchogue,N.Y. 11935 District-1000, Section-97. Block-7 Lot-26.4 Building Permit Number—47354 -Alteration Inspection—Rough Plumbing On December 19, 2022, I inspected the construction for the alterations at the noted location. The inspection covered the interior plumbing roughing for the Drainage Waste and Vent System(DWV) and the Water Supply System(WS). The inspection results are: 1 —DWV— System was fully exposed and readily viewed. I observed all drainage and vent lines. System constructed as required.New installation is connected to the existing system. All construction was done in compliance with the applicable sections of the IRC, NYS and Town of Southold Building Codes. 2—WS—System was fully exposed,pressurized and readily viewed. I observed all hot and cold water supply lines. System constructed as required. All construction was done in compliance with the applicable sections of the IRC,NYS and Town of Southold Building Codes. Result—Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. OF N 5� Y° J• A 9 Z • 0 Nicholas J. Mazzaferro, P.E. pA4,00579y �a�. ROFessloc+P�' FEB 15 2023 N. J. MAZZAFERRO, P.E. BUIL011mbU&I PO Box 57,Greenport,N.Y. 11944 TOWN OF Sol ITpna� Phone- 516-457-5596 Consulting Engineer December 7, 2022 Desig , Construcaon, Page I of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Dieti 560 Little Neck Road Cutchogue,N.Y. 11935 District-1000, Section-97. Block-7 Lot-26.4 Building Permit Number—47354 -Alteration Inspection—Framing On December 5, 2022,I inspected the construction at the noted location. The inspection covered the framing for the alterations to the existing residential structure. The areas inspected included the first and second floors of the existing house. The framing work included exterior and interior walls, floors, ceilings and headers. The inspection results are: Items inspected included lumber type/grade, lumber size, dimensional spacing, framing connections, header sizes, bearing, continuity strapping and integration with the existing foundation. The framing work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge,belief and professional judgment,construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. ��PtE F NZw r Nicholas J.Mazzaferro,P.E. z 'k 0 x ._ �F �O 0570 AROFESSIONP�'� FIELD:INSPETIO1rRP; ' '' ?ATE.`::';' ONt�VINS 1"1 FOUNDAT`YON;:(1ST).' t:` '.• -�; :;• - H ------------ ' � e:��,t?.;-�,.:,{i.;Y„�3?�.;.i''..�':�p t'';�ptN'zi13_�:::;:':.'-• � ' FOUNDATION(2NA.). ::;:•::,. ,L`!v '11't l.�::�•.4{�' :�:UF.{:4.n:a'"hH• i,St:'.):T•' ROUGH ?NG: ::I::•;; • •F}'��a-•,:;is a• s:a,;_�:�_F�'.<:•. INSULATION. R.N;: STATE ENIROY COIF kkv h.7 . 47 47 1 �:. Dca `'AD. h +5::'.': c 1� Al t'qY.>If '1. l .i;i;;%�Sli.'1.. .its�,,,•;; -<n,,-,:,r;:Y'[,•;r.:.q�`;:[:1 a t"f�k's�"o1,++"�t, J sr i�'.`•'ic;; . ��t,.7.i'�i�=;,�;i�j� ,:.k�'tsttt: rr,�Y,+.'r,�;i:;i.i';,..• .. .. : . ;r�, ,v�'/.a,•r.: _ ,Ty,, R,a,d:eN.3„„`:,,..Y f•+�'it TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only D L� CEHE PERMIT NO. q1' Building Inspector: DEC .1 31U11 Applications.and forms must be filled out in their entirety. Incomplete TOWN DI G DEPT applications will not be,accepted. Where the Applicant is not the owner,an Owner's Authorization form,(Page 2)shall be completed. Date:December 12, 2021 OWNER(S)OF PROPERTY: Name:GregoryDietl _-._- --_ _ . _-_ -. SCTM#1000-97-7-26.4__-___�---- -----. __.------- ---_. Physical Address:560-_Little Phone#^917-580-2861_ _. _- ----- _ __---.-- Email: re dietl- mail.com Mailing Address:172 CONTACT PERSON: Name_abo_v_e..__.._____..... ...___._._._....._---,..__ _._..___.__..._.._......._._...__.. . - .---- _--.- -- _ ..__.,- ------------_....._.__...._._. Mailing Address: Phone#: Email: DESIGN PROFESSIONAL INFORMATION: Name: . -- ic..-. azze,erro...,.m.__,,__._,---.�._..A, Mailing Address:Greenport. NY _s_-__._ --. ----- -.----_._.---_------ ------- -__—_-------_-_-- Phone#_51.6-45,7559.6_..._..__.,._._.__-..__...._. ._..._,..._,z.-..._......._._�._ Email: CONTRACTOR INFORMATION: Name: -.__..._-to be._determmed_. .. Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure VAddition VAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other remodel kitchen and dining, update baths, add front dormer $175,000 Will the lot be re-graded? ❑Yes VNo Will excess fill be removed from premises? ❑Yes VNo 1 PROPERTY INFORMATION Existing use of property: single family house Intended use of property: same Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? (]Yes 6/No IF YES,PROVIDE A COPY. ❑ CheckBox After Reading: The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code.APPUCATION 15 HEREBY MADE to the Building Department forthe Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk;County,New York and other applicable Laws,Onfinances or Regulations,for the constructlon of buildings, additlons,alterations or far removal or demolklon'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 buildhngis)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(pri naam,,e):Gregory Dietl pAuthorized Agent BOwner Signature of Applicant: Date: 12/23/2021 STATE OF NEW YORK) SS: COUNTY OF New York ) Gregory Dietl being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Owner (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 est of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application fi therewith4ot Sworn(Afore me this day of 20 Public Mi UE F UEREO NOTARY PUBU ,S TE OF NEW YORK NO. F 6146120, PROPERTY OWNER AUTHORIZATION QUALIFIEDIN WYORKCOUNTY (Where the applicant is not the owner) COMMISSION EXPIRES MAY 15,20�Z I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 BUILDING DEPARTMENT- Electrical Inspector ; ► TOWN OF SOUTHOLD f� Town Hall Annex- 54375 Main Road - PO Box 1179 . , Southold, New York 11971-0959 v ` Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a southoldtownny.gov — seand &-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFO_ RMATION (AII Information Required) Date: Company Name: rJ, Electrician's Name: riJ 6m (r — License No.: Elec. email: Elec. Phone No: , 51 _ ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: T,)Ip, Address: tj Cu Cross Street: y Phone No.: Bldg.Permit email: G AA6,0tY I 12g/t4ro I i6e qAo-v Tax Map District: 1000 Section: Block: 7 Lot: 07�. BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: 0 ,�L Circle All That Apply: Is job ready for inspection?: YES ❑ NO ED/Ro In ❑ Final Do you need a Temp Certificate?: ❑ YES [OP40 Issued On Temp Information: (All information required) Service Size❑1 PhF—]3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals n 1 2 H Frame Pole Work done on Service? 0 Y N Additional Information: PAYMENT DUE WITH APPLICATION 1 -:T::, P4 0 7 5� BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 �� Telephone (631) 765-1802 Temporary Certificate # 4 Date , 2023 Customer NameDig -rL_ Electrician Name Address2,01A4.,t, Phone &5/ 5-141 41769 e-mail U e-mail ' Phone License# W le .5_88 q(L- Size 960 A Phase I Overhead Underground #of Meters ( \ Remarks #of Underground Laterals 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. Authorized by ¢Fps BUILDING DEPARTMENT- Electrical Inspector I `� �S� eco �yr�y0 G� "TOWN OF SOUTHOLD D Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 V ` Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(cb.southoldtownny.gov — sea nd(c-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: Company Name: �/ ,r�(s — GJ t," Electrician's Name: License No.: i�e;gN& Elec. email: Elec. Phone No: _ �A ❑l request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: 'Djp, Address: p itis Cross Street: y Phone No.: L/(E;-- q Bldg.Permit #: 17-26q email: (J �G�rrIgen4r L4 I i6 e Tax Map District: 1000 Section: Block: '7 Lot: �(o. BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: D Circle All That Apply: Is job ready for inspection?: YES ❑ NO Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES [ ] Issued On Temp Information: (All information required) Service Size Vol Ph❑3 Ph Size:WA # Meters�_ Old Meter# ew Service❑Fire Reconnect❑Flood Reconnect[:]Service Reconnect[QInderground❑Overhead ,� Underground Laterals 3 2 H Frame n Poli r.�orl% done on Se.vice? n Y !`! Additional Information: PAYMENT DUE WITH APPLICATION PERMIT 9 Address: I Switches Outlets l Li*7 GFI's f I Surface v Sconces I ?j L H H's ` UC Lts f Fans I I Fridge, HW v Exhaust 1 I Oven C WAD 1 Smokes DW I Mini,&fj,Z I +� Carbon 1 1. Micro Generator Combo h, Cooktop Transfer AC � AH Hood Service Amps Have Used Special: �1 r- 22Q Comments 1"C"'VARANTE" iAUfHORIZEo ALTERgnoN oR ADOiriaN ;i{E ExiS1'ENCE oPRICHTs OPWAr �� � aT1gS SUkYFY tS A VIOLATION IIP ANO/oR 6ASZ FN of RCCORp 1F l Llt+t4:t Iii OnG �+I -i k' 2011 W Survey of Lot 4 ECnAV 7203 aT THE NEW YOR>< SLATEANY, NO7 SHOWN ARE NOT9,FL4TtON UW. GUARANTEM, PIES OF MS SURVEY MAP NOT OrMING MAP OF LITTLE NECK PROPERTIES NE SND SURVEYOR'S LNKEO scu_oRFILED NOVEMBER 30, '1973 AS FILE NO..6048 ABOSSEO 5EAf.SNAIL NOT BE CONStOERED P(C'RISe$knOW6 0$:a 8E A VALID TRUE COPY. IN=ATED HEREON SHA11 RUN a 560 little heck Rood, Cutchogue situate at ONLY Ta THE PERSON FORHIS BEHALF THE sURtcY ! East Cutchogue IS PREPAREa.AND ON HIS BEHALF TO THE TITLE COI INSMI'RANY, ON LISTEN AGENCY AND - TO THE !NS#C US;alt_LISTED HEREON.AND is'T THE 4SSICNLE3 OF THE LENDING INSn- TUnOH, GUARAN-MCS ARE Not rRAN$F'ERA%E, 28g od 1 Town of Southold Suffolk County, New York w District 1000 Section 97 Block 7 Lot 26.4 Scale 1"= 30' Surveyed July 30, 2021 �1 N►553 23 E �,, �A CD t%p 5o j 2 4�R r v Cil Certified to: � EAkNENi P1351RACi,INC.,02973-S) WESICOR IIJ4D TRLf INSUNCE COMPANY 11.E GREGORY DIEM AND JUSTIN,CONCANNON s1 0�c O Area= 40,040 sf. Building Coverage Roofed Arco= 1703 s.f. Total= 1703 s.4 or 4,25% I� D 3 Total Lot Coverage ` o+p°0 &ivewol., 2543 s.f, DEC 2 3 2011 ,,, zs5 .� Deck= 874 s.r. ' Wo = 364 s.E ? BUILDING DEPT.` '„� gT553 23�w �"' fksTotal= 7781 s.f, p TOWN OF SOUTHOLD �,, Total Coverage= 5484 s.t,or 13.70% two 015 {215 P. J ks Michael TV Minto, L.S.P.C. gfl key . *- Wt 5 3r ;.F-S;r, LICENSED PROFE'SStONAI. LANG SURVEYOR EIV F: `r f„.,, Moos NEW YORK STATE'LICENSE NUMBER 050871 .--;-.: e. `. 1V, 87 Tioodview Lane Centereach, N.Y. 11720 PHONE/FAX: (631) 560-1202 CELLULAR; (631) 766-9714 EINUL: rntker»;PfoiapcCSgmail.eom N o � O Revl5lon: 5/20/2023 9 o Added screen porch w Q N a z .. LU STUD FRAM GABLE /j�I/� �l)2 C) (1) C) 0 END WALLA VE HEADER OUTLINE OF 5CREEN ROOM ABOVE T T \ / \ -2x8"ACQ GIRDER J I IIINEW 2x8 RZ A 16'OC I III 2x6 , III I JUN 2 2 2323 I III I 'G' � I III I GxG P05T,BUILT T U I III—_•—•—..•—...—' I 2- •x 10 CP055 TIE III WRAPPED w/ I x T FINISH 00 CLP w/ROUGH SAWN II I X II I w I AREA�F FLAT I � c4x4"PO5T ON 1 2'50NOTUBE Q CEILIN�p THRU = w/POURED CONCRETE FOOTING I SCREEN PORCH I CENTEIe I Etched w/ III I M § 20x20x5'dcep, GRADE I III vaulted ceding (TYP. AL DECK OOTINGS) i I i rafters III I _ 2 x8• ACO GIRDER b I III x I III I oC 5E O �_ '_ }_. 5ECTIO A - - -('�'- -- - -'� - - A I 3 I z I I III I � \ / \ �._._._. J_._._._\ i III a J i NEW 2x8 RR P IG"OC II 10-mss I I I I z N DOWN TO IIII I 2-I x 1 O CRO55 TIE ] I 4-1 ... _ °c o III WRAP w/ROUGH SAWN I � pitched w/ I I III I m p v o p \ —2-2x "ACO GIRDER\ up— i rafte'S 2x6 �1 0 GAS FIREPLACE,IN5TALylI C9 0 C3 N @ 2x8'ACQ LEDGER BOLTED I I16'6C A5 PER MANUFACTURER... UI Lo U C TO HOUSE FRAME WITH 5' I III : SPECS III I ` •LEDGERLOK"SCREWS @ I G"O.C.; cd HANG D.J.FROM LEDGER WITH I III 51MP5ON LU28 CONNECTOR i M02]611 - - - - - - - - - - - - - - - _ _ _ _ _ _ — _ __ _ _ � 5'41— If n EXISTING WASTE LINE sa I I O I CABINET, a ON_ NEW CONSTRUCTION II O 246 a UNFINISHED BASEMENT I - - UTILITIE5,MECHANICALS 4 Z O LAUNDRY ALL TO REMAIN F I X z I 124 eq.ft. I— o I I z I N a i%v L EXISTING BEDROOM Q I II \ ' Q Q NEW WA5TE LINE FOR I I 2668 2468 \ CWC O L._ NEW BATHROOM LOCATIONS I 'p EX15TING CL05ET5- „µ6 \ G O— — — 4Q — — — —o-- — — — — —p— — — — — — — I Imo= ca TO BE MODIFIED WITHN 30 Ll O 1 0 m 13'-T 2'-5�f6 N 2468 L 2GG8 s.o. rxt I• i I L NENET - -ed- lo I 1 ,o qI! I I 2068 0 _ -3 X I° x �.tn I I aDD UP A5 _ EXI AT w o MODIFIED BEDROOM rp 0 o II I1 \ z z 1 24 sq.ft. N z _ ------ m F& I F. 21.2%L Q ` "< NEW FAMILY ROOM I I UP A5 TE 18 9%voWo EX15TINGOLOCATION OF EXI5TING I FDOR.AER a L5TINGIANDINTRAP 4 WA5TE EXITmIN pil RIGHT 51DE ELEVATION — —.—.—.— 4'-M4'0' G13 CwiS L 15 ANDERSEN G4 I W lD GLIDING WINDOW; BOTTOM SILL NOT TO ENT Y PORCH I 0--- In EXCEED 44•ABOVE 9'-2•CE ING HEIGHT FINISHED FLOOR I 0 6xG POST,PACKED OUT O 6'-IYn EGRESS AS PER GODS 4 WRAPPED w/ I x MATERIAL Ln F 5CAPEWELL WINDOW TO 10"5Q.COLUMN;PROV. It — — — — WELL SYSTEM by BILCO, __ ___ 1 CAP 4 BASE DETAIL NEW CON5TRuCnON 2 — OR APPROVED EQUAL. © W TIER5 TO GRADE A5 — —— .— — U— �' NEEDED W Y _ NN �o 5E ON SECTION Q B B — z PARTIAL FOUNDATION PLAN PARTIAL FIRST FLOOR PLAN v z � W >r 5 PSE ,F •����fi' r — c� �5 f„ z � FOA �O ROFf3So O. AC ELEVATION I UNAUTHOR12ED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS IS A VIOLATION OF SEC. 7209 OF THE N.Y.5. EDUCATION LAW U C\J .0 LU < Z LU L_1JJ oC <U 1,1PPR VED AS B.P. PY: ===z= �TIFY BUILDING DEPARTMENT AT 4 I'M FOR THE INSPLCTIONS: DATION - TWO REQUIRED Ci3 Cj3 Cj3 C13 C13 FOR 'CURED CON'-RETE H - FRAMING & PLUMBING J. IN8 L ATION M CONSTRUCTION MUST PLETE FOR C.O. STRUCTION SHALL MEET THE r MENTS OF THE CODES OF NEW z ATE. NOT RESPONSIBLE FOR 4-1 OR CONSTRUCTION ERRORS, F-F 11 11 1 1 11 D SIG _J s0 m q C) Ln C) 2 C13 COMPLY WITH ALL CODES OF N -W YORK STATE & TOWN CODES Ll 5_11 L CW15 LM15 L.5— CW15 A%cl REQUIRED AND CONDITIONS OF 3068 h U ELEC—RICAL v �T z z C) RETAIN STORM WATER RUNOFF OCCUPANCY OR PLUMBING PURSUANT TO CHAPTER 236 < < ALL PLUMBING WASTE USE IS UNLAWFUL a-/ Cz OF THE TOWN CODE. i FRONT ELEVATION &-WATER LINES "MEED U_J 0 -Lip 1 1-011 WITHOUT CERTIFICA :2 a/- SCALE: 4 a-/ PLU OF OCCUPANCY 0 PLUMBER CER TIFICA TIONC) 71 -ot'i Generated by REScheck-Vleb Software ON LEAD CONTENTBEFORE CER TIFICA TE OF OCCUPA NC y Compliance Certificate SOLDER USED IN WATER /v SUPPLYSYSTEM CANNOT EXCEED 2110 OF I% L EA D. Project Dietl Residence 7'0 WiV EnrgyCorlp, 2018 IECC �NIZ Energy Location: Cutchogue,New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (SS72 ROD) Nt" _7 110011 wi 4R" 5Permit Date:7-7 7-_A Permit Number: -10 , 'W Construction Site: Owner/Agent: Designer/Contractor: �4 Little WA Road J Culchogue,NY !k 4 to A- 27=777 e C—Ph", 1-1%Better Than-We "­—Ult: .148 Y."UA.: 3" bt­—Sl%,C 0.40 V—116C:0.26 Thii%ffErfitf(it W�TIMEEn C6,10 ftd�00�*hiiii di—to C~­rho houw is brad on Cdr 1.kl. "J 4�, it DOE Na I P­d" 'A.­,q, ­.t-X—t. ­Pfl In the UA or performance compliance path In REScheck-Each slap-on-grade LU U) —the minimum energy code insulation A-value and depth require-pnts- LU N tvo Envelope Assemblies 3,11. xf`i V1,. o", PI 4 4 At 4) 7 J Z C 11,�g ling of Scissor Truss 939 30.0 0.0 0.035 1 21- 4 0.026 33 24 U ceding 2:Flat Ceiling or Scissor Truss 114 290 0.0 0036 0026 6 5 pI Waft 1:Wood Frame.16'o.c. Z 2,538 20.0 0.0 0.059 0,060 124 126 EI Door 1:Glass 0 A SHGC�0-26 119 0.300 0.320 36 38 Window 1:Vinyflf-ibefglass frame-Double Pane with 7—I�R 0- -1� la, 324 0.300 0.320 of 104 T", .tit !,HGC:0.29 P 0, U Til,,, Floor 1,Aff.WaM JcEE%tfTrus%!0ver Unconcittioned Space 1.088 21.0 0.0 0.044 0.041 48 51 f, lit Compiftance Statement- The proposed building design described here is consistent with the building plans,specifications,and h ,rj­­r4f�' + been Ign t h 2 1 CC cruirern OF NEW calculations submitted with the permit application.the proposed building has n des ed to m" the 0 8 It CC Version iiii,:Scheck-Web,and to comply with the mandatory requtfements listed in the Pith-chech Inspection Checid, 01 ti;� 0 ,ki 11 11,17 L) Name-Title Signature ate A, 0 UJ LIJ 5 Project Tit'-e:Dietl Residence Report date: 0 SS01, Data filename: Page I of 9 ir In UNAUTHORIZED AL IrRA 770NOR ADDITION 710 M15 DP.4 KING AND RELATED DOCUMfNT5 15 A VIOLATION OF 5X 7205 OF THE IV Y5 FOLICA TION LAW N o , O � Z — W � Na \\ 0LU o � UQoC — a CC 145 z _ N N -V O O U U Lis N NEW CONSTRUCTION Z Z � O � p w • � p J Q Q LEFT 51 DE ELEVATIONU-j o 5CALE: 4° = I,-o,, "� W O I- pz CX145 CX145 LU lt_ 1I) v Lf) L J, GW 145 N } tE -----._.—_— -------- O z � W J-1 ��P�E OF Altw Y. N RIGHT SIDE ELEVATION c F SCALE: 4' = I'-O" ' m 0 S}0 drA` r 2 UNAUTHORIZED ALTERAT/ON OR ADD/TION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF Tl iE MY5. EDUCATION LAW N O O cA � Z — W Q N Z Z_ LU Q3 J oC U Q oC cn D D NEW CONSTRUCTION O/ U � N Z � N --- - --- — N Q -V O --- >` U :3O C� Ln U AW551 CW145 CW145 _ Z � O -- — - ----- ^Q/ w0 C13 ^/ CX 135 CX 135 0 135 M/ - - W CW145 � Z PW027r 11 MW54611 BACK ELEVATION SCALE: 4" = I '-O" w D- 0 cz `t r W Lo LL lu Q } 3 C z G t o U Z � L C 11..1 1, C d) N OF Ew Yp a CO J• M 2'9�Mfr SFO o 5 z. AR ES ONA� 3 UNAUTHORIZED ALTfRA170N OR ADDITION TO TH15 DRAWING AND RELATED DOCUMfNT5 I5 A VIOLATION OF5EC. 7209 Of THE N.Y.S. EDUCATION LAW N N O t6 N CL Z � OUTLINE OF EXISTING U-- Q N Z DECK TO BE COMPLETELY REMOVED z Lu J QQ W SECTION 5ECrION SECTION SECTION OL U Q OC PAVE ON GRA I- BY OTHERS c13 DOWN TO q_ w' HED 20'-1' oe 25'- W DOWN bTRIMMED 0 - OPENING REPLACE EXISTING DOWN I 0.0 OUTDOOR GARAGE DOOR WITHIN J� SHOWER EXISTING OPENING UO z 2868- DOOR SLAB n I P 54CII _ LX135 PW027G1 �i'� CWI4s CX135 CX 13 _ Q PROVIDE 2 MINUTE ENTRY - -1A1111 - - -- -- - -— - - N d U FIRE RATED DOOR WITH [5-4j3/,6• 21'_93j4 5'-0' I I'-43/," pWC SELF CL05 NG HINGES 26' s , z N w I PANTRY EXISTING GARAGE p DOOR SWE P Q = p 668 CABINETS 5-D. p EXISTING KITCHENo 0 u w �PENING EXPANDED (n cop IozU � W z \I JtC) sUO p W W - --- ----- (f) p 246 = N I _ — �_ U-1 _j II = v -� Nz @ O Tfl, (d v aU _ I I J m z �° O coo I 124 sa.ft. N I 14.8%L NOTE: I I ``' — U.1 6 I � 12%v EXISTING BEDROOM PROVIDE WIRING FOR OVERHEAD I �� �� L O GARAGE DOOR AS PER I p O MANUFACTURER SPECIFICATIONS DINING s.o. IN ACCORDANCE WITH THE I I 2668 2468 z RESIDENTIAL ELECTRICAL CODE 7'- " +/-ALONG O OF NEW YORK STATE NE OF I I p EXISTING CLOSETS MANG ROD C NVERTED GARAGE I I,,�= TO BE MODIFIED (— p� EILING BREAK PITCHED 7 - WI RR W LL 3- , 4 LVL HEADER w/ 2-4"STEEL •C.O. '"'T"'" —.F1II„IiPLAT�S;�LUS TQ.—.—.—.—.—. I I_a- tS.D. EACs p Lu --- 306 015T5 .—.—.CX15 .—'—' EXI LNG�EILNS.JJ Q Q CUT BACK ALL J0I5T5 TO 2468 2668 S.D. ALLOW FOR HEADER PLACEMENT; [I/- ry TECO TO NEW FLUSH HEADER POST TO AOS LINEN LU O U FOOTING EXISTING BINET U �/ Lry u p LIVING ROOM 2068 0 O P (,D_ C) z a ° Q_ x MODIFIED BEDROOM N Q Z I I F 124 e-j.ft. N z_ U m 21.2%L C7 Q 5ECTrON z 1i z I 1 9.9%v z D 1= � UPAS - O p � WALL LEGEND: p o 1 EXISTING OR AREAS TO BE REMOVED ENT NE OF DORMER 17'-101'8" IIr A -ABOVE u JI I OPEN EXISTING STUD FRAME WALLS/PARTITION5 oI I ABOVE TO REMAIN A5 15. PATCH ANY SURFACE DO _I _ M � ILJI MATERIAL IF AFFECTED BY CONSTRUCTION - - -- - - CWI5 CWI5 cwls F p N RO SURFER C13 i cwls CW15 I - NEW CONSTRUCTION: I U -74a I W u 2"X G" STUD FRAME EXTERIOR WALLS FRAMED Ua p ENTRY PORCH @ 16" OC, UNDER EXISTING WINDOW/DOOR I m 9'-2"CEILING HEIGHT uj UNITS BEING REMOVED; PROVIDE R-21 BATTS, HEADER TO BE WRAPPE co CL Gx6 POST, PACKED OUT O PLYWOOD SHEATHING ON EXTERIOR, HOU5E WRAP FINISHED w/ Ix MATERIAL N t,WRAPPED wl Ix MATERIAL I I TO 10" SQ. COLUMN; PROV. Lu NEW HARDIE LAP SIDING;Z" GYPSUM BOARD 1�� — 2-7 4" LVL DROPPED HEADER _ — — — — — — — — — _ _ _ I CAP BASE DETAIL ON INTERIOR SIDE - ALL AREAS PATCHED TO MATCH HEADER HEIGHT 8-6 2 — _._._ _._ — W , ABOVE NEW PORCH N 2"X 4" INTERIOR STUD PARTITION, —.—.—.—.—.— — — — ------------- —.—.—.—.— -- — — — — — — — — — — } w/ I LAYER 2' GYPSUM BOARD ON EACH 27 0' 3 51DE; USE M015TURE/MOLD RESISTANT BOARD IN KITCHEN LAUNDRY II: BATH AREAS USE SECTION 5ECr1ON SECTION CEMENT BOARD ON ALL AREA5 TO RECEIVE TILE C A B U z � NEW 2 X 4 STUD FRAME WALL COMMON TO EXISTING GARAGE; PROVIDE R-15 BATT INSULATION WITHIN FIRST FLOOR PLAN I LAYER 8" FIRE RATED DRYWALL ON EACH SIDE lu • PROVIDE NEW WINDOWS-ANDERSEN 400 5ERIE5, PREFINI5HED SCALE: 4' = I '-O" WHITE INT/EXT. WINDOWS THROUGHOUT ALL AREAS; EXISTING N ROUGH OPENINGS* HEADERS TO BE USED EXCEPT WHERE SHOWN. ►`1f v • ANY NEW WINDOW LOCATION TO RECEIVE 3- 2"x 8" HEADERS ��P�E W y0 ABOVE w/ 2- 2x4 MULLION BETWEEN ANY PAIR. NEW EXTERIOR DOORS TO HAVE 3- 2"x 8" HEADERS UNLESS OTHERWISE NOTED; MATCH HEADER HEIGHTS TO EXISTING FOR ANY NEW LOCATION. O • NEW INTERIOR TRIMMED OPENINGS AND DOORS TO HAVE 2- 2x8" HEADERS ABOVE. OPENING DIMENSIONS AS NOTED. 0. • PROVIDE R-19 BATT INSULATION WITHIN EXTERIOR WALLS IF FRAMING CAVITY BECOMES EXPOSED. USE R-21 IN CEILING OF SSIONP� FIRST FLOOR IN AREAS WHERE DRYWALL IS REMOVED. 4 UNAUTHORIZED ALTERATION OR A00I77ON TO TH15 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.5. EDUCATION LAW to N � N N O I� O z - a N Z z_ U-15ECTION 5ECTION SECTION SECTION J !l J Q D C A B oC U Q oL REMOVE EXISTING RAFTER TAILS o *SOFFIT; CUT BACK OVERHANG TO 8" FROM WALL FRAMING OUTLINE OF GARAGE WALLS BELOW U 6" p 6' U INSTALL NEW FLYING GABLE RAFTERS @ END CUT BACK RAFTER TAILS WALL N z 0 Q 15'-23/8 �OVERHANG ILJ CW145 CW 142 AlI 0 B 6'-I P' ALONG BACKW L I� u 1 1 63/e ® e I 36"TALL KNEE WALL w/ CAP TO MATCH SHOWER Z N LIWE NG EA OF CEI BREAK N u � EXISTING RIDGE TO REMAIN ' EXISTING KNEE WALL TO REMAIN JO 6? N p a In U 0 p ryer hard 1 0 ® = ventedto r U UO 2468 O IL ® LAUNDRY — LINE OF CEILING BREAK N z EXISTING BEDROOM TRIMME z MODIFIED FOR EN SUITE U 3' Z._ -- 50G45OPENp 5068 U W v Q I I'-O'DOOR TRACK I— 160 s ft. s.D. 5468 CU5TOM x 14.5%L N 2668 e s D. DOOR 5LA5 Z u� 1- 12%V °? O W z 2668 N Q EXISTING BEDROOM O 2468 2468 o p s.D. zILJ NEW CLOSET LOCATION {— POCKET _ _ _ _ _ - - o - O 157 sc{.ft. u �- _ _ _ _ _ _ --- _ _ _ - - -- -- -- - - -_- - - - - - - �= NF' 14.8%L 2 Q Q 2- 1 1 Z"LVL HEADER w — — — — `�Q I v 12%V < < CUT BACK RAFTER TAILS INSTALLED ABOVE CJ DUAMI ° 06 m OVERHANG a AS N Lu O NEW LOFT o In/ — — O UJ a � Q s-9 CLOSET SECTION i WALL LEGEND: EXISTING lye EXISTING KNEE WALL TO REMAI KNEE WALL — o LINE OF CEILING BREAK – — — — o AREAS TO BE REMOVED 7-3 2' +/-ALONG RMERED rens_ 777 777777 C13 C13 C13 C13 C13 EXISTING STUD FRAME WALL5/PAKTITION5 TO REMAIN A5 15. PATCH ANY 5URFACE cli MATERIAL IF AFFECTED BY CONSTRUCTION LEAD COATED COPPER CENTER OF DORMER I OUTLINE OF FIRST FLOOR WALLS BELOW fLA5HING OVER ROOFING, MIN. CENTERED ON EXI5TIN 1'-0" AND UP ABUTTING ROOF ENTRY DOOR BELOW NEW CONSTRUCTION: I I REMOVE EXISTING RAFTER TAILS 2"X G" STUD FRAME EXTERIOR WALLS FRAMED I * SOFFIT; CUT BACK OVERHANG TO LLJ @ I G" OC; PROVIDE R-21 BATT INSULATION EPDM ROOF MEMBRANE OVER I 12" FROM WALL FRAMING * INSTALL Lo PLYWOOD 5HEATHING ON EXTERIOR, 51ZE TO4" AC PLYWOOD 5HEATHING 8" FLYING GABLES AT EACH END L? MATCH EXISTING. HOUSE WRAP* NEW HARDIE WITH ICE WEATHER SHIELD @ O N LAP SIDING;Z" GYPSUM BOARD ON INTERIOR SIDE I s� PERIMETER5 N. If in 2"X 4" INTERIOR STUD PARTITION, OUTLINE OF PORCH BELOW LLJ LL_ w/ I LAYER) GYPSUMBOARD ONEACH 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J Lu Lu >° 51DE; USE M0I5TURE/MOLD RESISTANT BOARD IN LAUNDRY* BATH AREAS* USE CEMENT BOARD ON ALL AREAS TO RECEIVE TILE z SECTION SECTION SECTION ,� C A B NEW 2 X 4 STUD FRAME EXTERIOR DORMER WALL WITH R-15 BATT INSULATION,8" PLYWOOD SHEATHING U � 21' DRYWALL ON INTERIOR 51DE SECOND FLOOR PLAN Z " • PROVIDE NEW WINDOWS- ANDERSEN 400 SERIES, PREFINI5HED 5CALE: 4" = I '-0" WHITE INT/EXT. WINDOWS THROUGHOUT ALL AREA5; EXISTING ROUGH OPENINGS * HEADERS TO BE USED EXCEPT WHERE SHOWN. • ANY NEW WINDOW LOCATION TO RECEIVE 2- 2"x 10" HEADERS F NEW o ABOVE w/ 2- 2x4 MULLION BETWEEN ANY PAIR. NEW EXTERIOR qPM yo U DOORS TO HAVE 3- 2"x 8" HEADERS UNLESS OTHERWISE NOTED; 5 3. A2?9.e MATCH HEADER HEIGHT5 TO EXISTING FOR ANY NEW LOCATION. • NEW INTERIOR TRIMMED OPENINGS AND DOORS TO HAVE 0 � 2- 2x8" HEADERS ABOVE. OPENING DIMENSIONS A5 NOTED. cu 2 • PROVIDE K-19 BATT INSULATION WITHIN EXISTING CEILING IF FRAMING CAVITY BECOMES EXPOSED. R SS►ov" 5 UNAUTHORIZED AUL-Pv4770N OR ADDITION TO THI5 DRAWING AND RELATED DOCUMENT5 15 A VIOLATION OF 5FC. 7209 OF THF N.Y.5. EDUCATION LAW N N � O L Z LL- Q N Z z_ U-1 Q�Q H llj Q�Q oL 6 Dcl1 � � SECTION SECTION SECTION SECTION D C A B s I-0• 4x4" POST ON 12"50NOTU13E wl POURED CONCRETE FOOTING I' 7'-Id;s 7'-1Ch 7'-1Olr '-o' 20x20x8"deep, MIN. 3G" BELOW GRADE 9W. ALL DECK FOOTINGS) /2-2x8"ACQ GIRDEPo PROVIDE VENT WITHIN Q O _ Q p I 2x8" ACO LEDGER BOLTED NEW CRAWL SPACE u= - V= TO HOUSE FRAME WITH 5" WALL WHERE DOOR <t �o EXISTING GARAGE SLAB Q "LEDGERLOK"SCREWS 16" O.C.; 0 TO REMAIN 15 REMOVED co - - @ R-25 INSULATION N N dU HANG D.J. FROM LEDGER WITH WITHIN NEW FRAMING - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SIMPSONLU28CONNECTOR U NEW 4" PLYWOOD 5UBFLOOR OVER NEW JOISTS. ALIGN I- - - - - - - - - - -- - - - - - - - - - - -- - - - - - - - - - z N FLOOR HEIGHTS THRU-OUT EXISTING WASTE LINE ENTIRE FIRST FLOOR AREA I t] I s , NEW 2x8 I G"O O 1 1 u - O EXISTING GARAGE FOUNDATION u I 1 0 In U - SLAB TO REMAIN BREAK THRU EXISTING - fFOUNDATION WALL FOR —ACCE55 BETWEEN ARU5 ^~ co I USE LOCATION OF OLDER - N z " WINDOW IF POSSIBLE a UNFINISHED BASEMENT 0 Q I NEW.5" CONCRETE BLOCK CURB WALL; DRILL REBAR UTILITIES, MECHANICALS z li THRU EXISTING SLAB LAUNDRY ALL TO REMAIN N v FILL CELLS BREAK SLAB THESE LOCATIONS AND INSTALL NEW 3 2' 0 STEEL I Z PROV. EPDXIED#4 STEEL LALLY COLUMN ON NEW 24x24x8" _ REBAR VERT. INTO ABUTTING PDURED CONCRETE FOOTING ( I Z - EXI5TING WALLS 4'-I 156 I�'-tea' NEW WASTE LINE FOR I- EXISTING_DROPPGIRDER - NEW BATHROOM LOCATIONS EC) I AND COLUMNS TW - - - - - - - - - -- -- - - - -C- m�4 - - - -0- - - - o- -- - - - - - - -I I- O REMAIN •c.o. `� Q Q m 2'-53/s' REMOVE DECORATIVE 0 UNFIN15HED BASEMENT Ifl:' UPl,A5 Iz Iw � zl-I �CHEEK WALL �D ALL AREAS TO REMAIN AS ILLJ � OEXI5TING A co IU I 3 994 x az I°Nz zQ� � 3068ao II SEDONO Zu 10-w w ILY ROOM FROVIDE D o OUNDATION WALL LEGEND: DOOR WITH 5ELF CLOSING I I I I HNGES 4 DOOR SWEEP AREAS TO BE REMOVED I I I I LOCATION OF EXISTING 2x8"ACO LEDGER BOLTED s.D. EXISTING LANDA i TRAP WASTE EXIT EXISTING 8" P.C. FOUNDATION WALL TO HOUSE FRAME WITH TO REMAIN II AND FOOTINGS TO REMAIN "I FDGERLOK'SCREWS @ I G" O.C. - HANGD.J. FROMLEDGERWITH 2x4 ACO STUD FRAME ON FLAT ALONG SIMPSON LU28 CONNECTOR - a-axa-� PERIMETER OF FOUNDATION WALLS @ I G"OC. 33/4" 0 2 "— LU PROVIDE 1.5" RIGID FOAM BOARD INSULATIONV ANDERSEN G44 n Lo m C3 O GLIDING WINDOW; Lo WITHIN BAYS Z" DRYWALL TO FINISHED SIDE;SEAL Q BOTTOM SILL NOT TO O I- CONCRETE WALLS wl MOISTURE BLOCK PRIOR TO G"X 6" POST ON 12" co - EXCEED 44'ABOVE `n FRAMING 50NOTU13E WI POURED N aU 1D FINI5t1ED FLOOR �`ro CONCRETE FOOTING "'-7V —s'-IY4' 'EGRESS A5 PER CODE IWL 2x4 STUD FRAME PARTITION TO UNFINISHED 20x20x8"deep, MIN. 36" 2-2x8" ACQ GIRDER i i i SCAPEWELL WINDOW • BASEMENT. PROVIDE R-15 INSULATION WITHIN BELOW GRADE - - _ - _ _ _ _ _ _ _ _( _ _ _ _:_: : WELL SYSTEM by BILCO, N a AND Z" DRYWALL ON FAMILY ROOM 51DE OF FRAMING. (iYP. ALL PORCH FOOTINGS) _ _ __ -_ _ __ - _ _ _ -�'-� _ _ _ _ _ _ _ _ OR APPROVED EQUAL. USE ACQ ON ALL AREAS AGAINST CONCRETE J 9y; NTIERS TO EEDED GRADE AS z FRAMING NOTES: OUTLINE OF PORCH ABOVE; PROVIDE I x 10" RIBBON BOARD u CONTINUOUSLY AROUND SECTION SECTION SECTION U • INSTALL P05T5 UNDER NEW POINT LOADS C, -0. B j Z ABOVE AS SHOWN • PROVIDE BRIDGING THROUGHOUT ENTIRE FLOOR SYSTEM, 8'-0"OC IF NOT ALREADY EXISTING FOUNDATION PLAN • INTERIOR DOOR TO RECEIVE 2- 2x8 HEADER to • EGRESS WINDOW TO HAVE MINIMUM 3- 2x8 ACQ HEADERS SCALE: 4" " = I'-O kn • PROVIDE R-19 BATT INSULATION TO UNDER 51DE OF EXISTING 5UBPLOOP, C7 OF N 2I> Yo u � o�P .Mg229� ,f. t+ 4 0' 5 FESSID • 6 UNAUTfJOR/ZED AL TERA TION OR ADDITION TO TH/5 DRA WING AND RELA TED DOCUMENT5 15A VIOLA T/ON OP 5EC. 7209 OF THE N.Y.S. EDUCA TION LA W In c\l 0j c\J (L I- () Z 0 Ln (3 Z uj -'j 5ECTION SECTION SECTION SECTION p cr) REMOVE EXISTING RAFTER TAILS t 50ffIT; CUT BACK OVERHANG TO 8" FROM WALL FRAMING OUTLINE Of GARAGE WALLS, BELOW 0 u INSTALL NEW FLYING GABLE RAFTERS @ END co CUT BACK RAFTER TAILS WALL x -Z (\I z t OVERHANG 0 < I m z :Ili . ........................................................................................... ............ ILI ry OR + z — — — — — — --- — -0 C) LINE OF RR/CJ INTERSECTION lu r 0 EXISTING RIDGE TO REMAIN 0 u L9 Z 0 < I EXISTING KNEE WALL TO REMAIN 0 0 , 0 Ln 2 0 @ 0 Od co0 x < x c\j �i �– 0 V I CO E0 � Q) z to X r z 0 c\l 0 0. �– uP 0 – — — ----- — — — — ------------- — -- !� = (f) ILI lu co jz (n x cm Z 0 0 < za 0 P: 0 0 14 (S) 0 U) 0 u z x x u c\j 0 0 X X z ?: u . ---LKLMI NLG.R I Q-G E Z...... --(4-1: ................. -------------71---.—.—.—z--------- ------ C) z C) a/ L�-n z P 0 -- — ry -------- 2- 11 Z° LVL HEADER lun W0 CUT BACK RAFTER TAI L5 0 0 �OVERHANG c- INSTALLED ABOVE CJ �E CL/ i i i iLu 0C) z :-H u uII lu C)tu II I P,00f NOTE5: zE T- tr) u Ilp z x < uj0- coE (\1 �—> x x < • GAF ARCHITECTURAL A5PHALT ROOF SHINGLE SECTION tu \4/ c\1 cm CQ N Lu 0 ry AT W N OVER ENTIRE ROOF AREA. 15# FELT OVER-L' CDXPLYWOOD D -------z ry 2. 4D p 0 EXISTING Lu Lu 0 EXISTING KNEE WALL TO REMAI 4 z u LINE OF RR/C-1 INTERSIECTION z u Z SHEATHING WITH ICE*WEATHER 5HIELD AT ALL KNEE WALL in PERIMETERS AND VALLEYS. u- E M ROOF GUTTER 0 HOUSE • N 12" OVERHANGS, AROUND MAIN ROOF AREA5; b" FLYING GABI F5. 5"OVERHANG* FLYER5 ON SHED DORMERS. CONSTRUCT G" FLYERS,AT GARAGE ROOF LINE. i i I LEAD COATED COPPER CENTER Of DORMER I I OUTLINE Of FIRST FLOOR WALLS BELOW • 1 xG FASCIA AND VENTED, VINYL BEADED SOFFITS. I F- FLASHING OVER ROOFING, MIN. CENTERED ON EXISTING LEADER RUNOFF NOTE: L J P-0" AND UP ABUTTING ROOF ENTRY DOOR BELOW L----------------------- -------- LLJ CL L? GUTTERS CONTINUOUSLY AROUND; LEADER LOCATIONS,AS PER i REMOVE EXISTING RAFTER TAILS - Ln t INSTALLER- ALL LEADERS DRAIN TO 4"0 PVC PIPE TO NEW DRYWffl-1-5. SOFFIT; CUT BACK OVERHANG TO EPDM ROOF MEMBRANE OVER 12" FROM WALL FRAMING t INSTALL O Ln EXTENSION RUNOFF CALCULATION5: 4' AC PLYWOOD SHEATHING 8" FLYING GABLES, AT EACH END 1855 X .I G7 X 7.5 = 2323 GALLONS Of RUNOFF i WITH ICE t WEATHER 5HIELD @ LLJ U) @ (1) P-10"X 6-10" 0 CAPACITY= 300 GALLONS PERIMETERS LL GRADE2323/300 = 7.74 I I Lu OUTLINE Of PORCH BELOWN RUNOFF CONTAINMENT REQUIRES: y (2) 4'-O"DEEP x 6-0" 0 RING OR EQUAL L._._.—._._._.—.—._._._._.—.—.—.—.—.—.—._.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—J (PROVIDES 2400 GALLON TOTAL CAPACITY) D[A D-1 \D"=A cl /i\ i\ \\ \\ U A CAM 1�" " \\ /� / SECTION SECTION SECTION cl[A DA�ELI Z m D cu D-J PRECAST ONCRETE R)0"0 F: FRAME PLAN ®LEACH( RING lu ai-cy'0 DEPTH CALCULATED ' TYPICAL LEADER ELEVATION SECTION SCALE: "1 1 I-oil D M® Not to Scale 4 :e RUNOFF NOTE: Gutters continuously around; OF NES, YO u Leader location5 as per in5taller-all leaders drain to C� CLEAN SAND 4 GRAVEL 4"0 PVC pipe to new drywcI15. ► f 0 5 ESS1014 7 UNAUrtiOgIz-fDALT-FRATIOAIORADD177OA(TO TI-115 ORA WING AND RfLA rf,9 DOCWfN75 15 A VIOLA TIOAt OF 5fC. 7209OFTHE N Y.S. fDLICATIONLAW EXISTING RIDGE TO N O REMAIN I I -87-' LVL HEADER SET ABOVE NEW CJ = U N FRAME CRIPPLE WALL UP TO UNDERSIDE STANDING SEAM METAL z - ROOFING WITH 15# FELT EXISTING RR TO REMAI OF RAFTERS BEING REMOVED; HEADER u1 nj q GENERAL WIND PROTECTION CONNECTION NOTES OVER B" CDX PLYWOOD CUT BACK� BEAR ON TO BZ EAR ON POSTS AS SHOWN ON PLAN Q - Adapted from Standard for Hurricane Resistant Residential Construction; 55TD WITH ICE*WEATHER SHIELD NEW HEADER AS SHOWN 10-99 and 2018 SBC High Wind Edition Wood Frame Construction @ PERIMETERS * VALLEYS G M 2 z LUlu Fasteners and Connectors for Wood Frame Construction 6'0 STC X8S -' t11 BOLT ALL CJ TO RR w/2-Z" C 1 2 h/'jT hFp�, U Q I . A continuous load path between footings, foundations walls, floors, studs and 51MP50N H7 CONNECTOR G 5��� h z G /6, C) U) 0 0 roof framing shall be provided. 0� I x6 AZEK FASCIA, CENT '-z• ��� � 2. Approved connectors, anchors and other fastening devices not Included in BEADED VENTED VINYL \ NEW 2x 10 C.T./C.J. @ I G'OC /NG. the Standard Building Code, Section 2306 of IBC shall be used in accordance SOFFIT; OVERHANGS with manufacturer's recommendations. AS SHOWN 8" 2'-O ,e- 8" 3. Metal plates, connectors, screws, bolts, and nails exposed directly to the 2- 2x8 HEADER ABOVE WINDO OUTLINE OF RAFTERS weather or subject to salt corrosion In costal areas, shall be stainless Steel or C520 STRAPPING. WALL BEING REMOVED hot dipped galvanized. ROUGH DIMENSION FROM = NEW 2x4 STUD FRAME DORMER EXISTING 5UBFLOOR - j WALL w/R-15 BATT INSULATION m NEW LOFT EXPANDED MASTER 4. Where windows and doors Interrupt wood structural panel sheathing and ° - 2" DRYWALL;8" CDX PLYWOOD Siding, framing anchors or connectors shall be provided at the top and bottom EPDM ROOF MEMBRANE OVE NEW 2x4 STUD FRAME SHEATHING, WRAP � HARDIE SIDING of cripple studs, header studs, and at least one stud at each side of opening. 4" AC PLYWOOD SHEATHING \ � PARTITION w/z" DRYWALL p0[ WITH ICE�WEATHER SHIELD @ .� EXISTING SHORTENED RAFTER ON EACH SIDE L. � � 5. Ridge straps shall be attached to each pair of opposing rafters except where PERIMETERS _- -- �„ TAILS TO REMAIN; BOLT TO NEW U @ MINIMUM e SUBFLOOR ct collar ties of I xG or 2x4 lumber is located in upper third of attic space and T FRED I - DORMER WALL N 2x8 I T ____ I5TING EXISTING FLOOR STRUCTURE TO REMAIN z attach to each pair of rafters. � � _ � N G. Uplift connectors shall be provided at each rafter bearing. 2- 7 4" LVL DROPPED HEADS p p g WRAP w/ I X MATERIAL I'- 5-5 3- 7 4" LVL HEADER w/ 2-�"STEEL _ [\ 7. Floor to floor hold-downs to be provided every 48, and every I G" within 4' I I FLITCH PLATES; FLUSH TO -j s �? of exterior corners. GxG POST, PACKED OU EXISTING CEILING JOISTS EXISTING 2xG EXTERIOR WALLS TO p�j ? C) WRAPPED w/ I x MATERIAL I I o CUT BACK ALL JOISTS TO REMAIN. PROV. R-19 BATT IF ANY U O 8. 5111 Plate to Foundation Anchorage: Sill plate shall be anchored to the TO 10" 50. COLUMN; PROV. I LIVING ROOM/KITCHEN ALLOW FOR HEADER PLACEMENT; FRAMING BECOMES EXPOSED 0 In foundation with anchor bolts having a min. bolt diameter of 5/8"and 3"x 3"x CAP# BASE DETAIL I I = TECO TO NEW FLUSH HEADER 1/8" washers. A minimum of one anchor bolt shall be provided within G to 12 I I n 2x8" ACID LEDGER BOLTED inches of each end of each plate. Anchor bolts shall have a minimum embedmentI I TO HOUSE FRAME WITH 5" of 7 Inches in concrete/masonry foundations. Anchor bolts shall be located I I "LEDGERLOK"SCREWS @ I G" O.C.; within 12 Inches of corners and at Spacing not exceeding 4 feet on center. 4"xG STK CEDAR DECKING HANG D.J. FROM LEDGER WITH �` 5IMP50N LU25 CONNECTOR x 10 AZE - - -- — -- __ - --- (j) R-19 BATT EXISTING FLOOR STRUCTURE TO REMAIN 2- 2x8 ACQ GIRDER NAILING SCHEDULE PROV. H4 CONNECTO x8 ACQ DJ @ 16 2x8 ACQ DJ @ BOLTED THRU POST W/ (1) 0 2- 2x8 ACQ GIRDS NOTCH POSTS (2) 2" CARRIAGE BOLTS z 2018 WOOD FRAME CONSTRUCTION MANUAL I O �( BOLTED THRU POST W/ L-Ly JOINT DESCRIPTION NAIL QUALITY NAIL SPACING (2) 2" CARRIAGE BOLTS EXISTING DROPPED GIRDER 4x4" POST ON 12" 50NOTU5E CC) *COLUMNS w/FOOTINGS w/POURED CONCRETE FOOTING C ROOF FRAMING 51MP50N A5U44 TO REMAIN 20x20x8"deep, MIN. 30 BELOW GRADE C)I -J RAFTER TO TOP PLATE TOE NAILED 8'-0"WALL:3-8d PER RAFTER CONNECTOR(EYP) (FYP. ALL DECK FOOTINGS) Q Q 10'-0"WALL:3-8d PER RAFTER a–/ R/ CEILING JOIST TO TOP PLATE TOE NAILED 8'-0"WALL:3-8d PER JOIST GxG ACQ POSTS ON 12–"—Z W C) 10'-0"WALL:4-8d PER J015T 50NOTU13E w/POURED �Q�� OF NEC)Y 2 OL CEILING JOIST TO PARALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACH LAP CONCRETE FOOTING 5` J, 0.Q (V LU CEILING JOIST LAPS OVFR PARTITIONS FACE NAILED SEE TABLE 3.7 EACH LAP " " " EXISTING SLAB 5 i 20 x 20 x 8 d. O I-- COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3.4 PER TIE TYPICAL PORCH FOOTINGS F` C Z BLOCKING TO RAFTER TOE NAILED 2-8d EACH END U — RIM BOARD TO RAFTER END NAILED 2-1 Gd EACH END , �7 � iO WALL FRAMING4 //��1I _ TOP PLATE TO TOP PLATE FACE NAILED 2-1 Gd ' FER FOOT BUILDING SECTION IIr15 C? TOP PLATES AT INTERSECTIONS FACE NAILED 4-1 Gd JOINTS-EACH SIDE STUD TO STUD FACE NAILED 2-i Gd 24"OIC 4"0 ROOF PFQj� HEADER TO HEADER FACE NAILED I Gd I G"O/C ALONG EDGES SCALE: " = I ,-o,, ROOF L J SION TOP OR BOTTOM PLATE TO STUD END NAILED 2-1 Cd PER 2X4 STUD 3-1 Cd PER 2XG 5T UD 4-1 Cd PER 2X8 STUD 4 BOTTOM PLATE TO FLOOR JOIST, DESIGN LOAD CALCULATIONS ATTIC BANDJOI5T,END JOIST,OR BLOCKING FACE NAILED 2-1 Gd '– PER FOOT FLOOR FRAMING MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(ib5f) J015T TO SILL,TOP PLATE,OR GIRDER TOE NAILED 4-8d PER JOIST EXTERIOR BALCONIES GO BATH LAUNDRYBATH BRIDGING TO J015T TOE NAILED 2-8d EACH END BLOCKING TO JOIST TOE NAILED 2-8d EACH END DECKS 40 RENOVAT NEW NEW LLJ BLOCKING TO 511_L OR TOP PLATE TOE NAILED 3-1 Cd EACH BLOCK ATTICS WITHOUT STORAGE 10 LEDGER STRIP TO BEAM FACE NAILED 3-1 Gd EACH JOIST ATTICS WITH STORAGE 40 1 112 0 1 1/2 1 114 1 I/ 1 1/4 1 1/2 1 1/2 Ln 1 1/4 JOIST ON LEDGER TO BEAM TOE NAILED 3-8d PER J015Tf� ROOMS(OTHER THAN SLEEPING ROOMS) 40 BAND JOIST TO J015T END NAILED 3-1 Gd PER JOISTd BAND JOIST TO SILLOR TOP PLATE TOE NAILED 2-16d PER FOOT SLEEPING ROOMS 7-1-101SHOWER a W M SH WER 2 W in ROOF SHEATHING IL • 4'PERfMETEREDGE ZONE- IG'O/C-G"AT PANEL EDGES CLIMATIC AND GEOGRAPHIC DL51GN CRITERIA SECOND FLOOR U-i STRUCTURAL PANFL58d AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD N }� INTERIOR ZONE- I G"O/C-G"AT PANEL EDGES AND 12"AT GROUND SNOW LOAD 25 Ib5 3 1 1/4 1 114 2 I 114 3 N 3 Q 8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD BASIC WIND SPt ec C.OJ 130 mph q FOR ROOF SHEATHING WITHIN 4'-0"OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4'-0"ON EACH SIDE OF THE ROOF PEAK,THE 4'-0'PERIME ER Exposure Cate or B 4 � Z p EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. SEISMIC DESIGN CATEGORY B U CEILING SHEATHING WEATHERING SEVERE Z O GYPSUM WALLBOARD 5d COOLER5 7"EDGE/ 10"FIELD FROST LINE DEPTH 3'-O" KITCHEN BATH BATH WALL SHEATHING TERMITE MODERATE TO HEAVY RENOVATED RENOVATED 311 c STRUCTURAL PANELS I I a.Galy.Roof nad ICE BARRIER REQUIRED YES a, 112' g 3"EDGE G'FIELD1 1/2 4 F.A.I. w (.12 x 1.51.x.7/1 G head) 11/4 4 1 112 1 4 1 1/2 I I ga.GalyRoofing nail 3"EDGE/G"FIELD 51N LAV a LAV a o 0 m (.12'k 1.75"L.x.3/8'head) D.W. FIBERBOARD PANELS 7/1 G" Gd 3"EDGE/G"FIELD p 25/32" 8d 3"EDGE/G"FIELD U GYPSUM WALLBOARD 5d COOLERS 7"EDGE/ 10'FIELD FIRST FLOOR 4'FDrF Zn'1F- I G"OIC-G"AT PANEL EDGES AND 1 2"AT HARDBOARD 8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD C.Oj 2 1 1/4 3 1 1/4 3 INTERIOR ZONE- I G'O/C-G'AT PANEL EDGES AND 12"AT n 4 8d INTERMEDIATE SUPPORTS IN THE PANEL FIELDPLUMBING PSI S E R DIAGRAM _ EXI IN HD APPROVED SANITARY FLOOR SHEATHING SYSTEM STRUCTURAL PANELS- I"OR LESS 8d G"EDGE/ 12-FIELD 4^C.I. NOT TO SCALE HOUSE TRAP Nailing reouirement5 are based on wall Sheathing nailed G inches O.C.at the panel edge. If wall sheathing 15 nailed 3 inches O.C.at the panel edge to obtain higher shear capacities,nailing reouirement5 for structural members Shall be doubled,or al SLOPE" 1/4" PER FOOT PITCH TO DRAIN When wall sheathing 15 continuous over connected members,the tabulated number of na!15 Shall be permitted to be reduced to I-I Gd nail per foot. BASEMENT UNAUrTIOR/ZED AL TEPA TION OR ADDITION TO TI-115 DRA W/NG AND RELA TED DOCUMENT5 15 A VIOLA TION OF 5EC. 7209 OF THF N.Y.5. EDUCA 770N LA W N _ � N � z° � Z_ Lu tu O�P oNO0 I TIN AIN \ \ EXISTING 2x4 STUD FRAME KNEE \�� 2- 2x4 HEADER w/ WALLS w/INSULATION � DRYWALL 2x4 PLATE ABOVE TO REMAIN CLOSET DOORS EXISTING BEDROOM NEW CLOSET " NEW 2x4 STUD FRAME NEW OVERHANG DIMEN510 PARTITION w/z" DRYWALL o TO BE 12" ON EACH SIDE �* PROV. I xG" AZEK FASCIA, CENTER EXISTING 51,115FLOOR TO REMAIN EXISTING BEADED VENTED VINYL SOFFIT z'-�� ADD UNDERLAYMEN IF EXISTING ATTIC \ IS LESS_THAN a"THI KNESS SAVE N OUTLINE OF EXISTING OVER EXISTING FLOOR STRUCTURE TO REMAIN HANG TO BE CUT BAC U O U LnU 0 NEW WINDOW LOCATION- r EXISTING PROVIDE 3- 2x8 HEADERS ABOVE C520 STRAPPING 7CL05ET- 'MATCH EXISTING HDR HEIGHTS EXISTING BEDROOM DREOODR5 EXISTING BEDROOM EXISTING 2xG EXTERIOR WALI,—�/ FRAMING, SHEATHING, INSULATION * INTERIOR DRYWALL TO REMAIN. T) z NEW SIDING CONTINUOUSLY EXISTING FLOOR STRUCTURE TO REMAIN z O AROUND ALL AREAS OF HOUSE O ~ ARCHITECTURAL ASPHALT W ROOFING WITH 15# FELT I) J NEW FAMILY ROOM OVER B" CDX PLYWOOD Q Q 2x4 ACQ STUDS FRAMED ON FLAT - 2x4 STUD FRAME PARTITION WITH ICE t WEATHER SHIELD [V ALONG PERIMETER OF FOUNDATION 1D TO UNFINISHED BASEMENT. Z @ PERIMETERS VALLEYS Lu O 1 1 LVL HEADER SET ABO -- WALL @ I G" OC. PROVIDE 1.5" RIGID PROVIDE R-15 INSULATION WITHIN NEW CJ - POST ON EXTERIOR ry W FOAM BOARD INSULATION *Z" DRYWALL 2" DRYWALL ON FAMILY ROOM TO FINISHED SIDE; SEAL CONCRETE SIDE OF FRAMINGNEW 2x 10 C.T./C.J. @ I G"OC z WALLS w/MOISTURE BLOCK PRIOR �O TO FRAMING EXISTING SLAB BUILDING SECTION 11811 SCALE: 4" = 1 ,-0" \�� MASTER CLOSET EXPANDED MASTER SIT NEW PORCH RAFTERS ON EXISTING PLATE; THRU BOLT RAFTERS EXISTING FLOOR STRUCTURE TO REMAIN W u n a) II Ln 3- 2x8 HEADER ABOVE DOORO t; Ln C520 STRAPPING. ROUGH DIMEN51ON FROM I I LIVING ROOM DINING AREA EXISTING 5UBFLOOR W it II W I I N } II Q I I � I I � U � EXISTING FLOOR STRUCTURE TO REMAIN z m Lu m EXISTING BASEMENT AREA TO REMAIN �P�E OF Nrty 1-Ov �O�Q,S Mx12Z9 �'r If 1 e 0 n 4u Z o, 5 1� BUILDING SECTION I1C11 SSIO c:;r,&l F. 1" = i,—n,, 9 UNAURYOR/ZED ALTERAT/ON OR ADDIT/ON TO M15 DRAW/NG AND RELATED DOCUMEAT5 15 A VIOLAr/ON OF5EC. 7209 OF THE N.Y.5. FDUCAT/ON LAW v N O N GENERAL NOTES: ° z° Ln in C 2 • The Information on this set of construction documents Is to relate basic design Intent and framing details. They are Intended as a construction aid, not as a substitute for generally accepted good building practice and are In compliance with Z LLJ current 2020 New York State Building Codes and the 2018 IRC. The general contractor > w Is responsible for providing standard construction details and procedures to ensure a U Q professionally finished, structurally sound and weatherproof completed product. p N p p • General contractor to coordinate all subcontractors,scheduling of work and interaction between trades. • The contractor Is responsible for ensuring that all work and construction meets or exceeds current federal,state and local codes,ordinances and regulations,etc. These codes are to be considered as part of the specifications for this building plan. -_ N 14°OG'37"W 140.0' b U Q0 N W m N m Ln N z N ❑0�� POOL CONSTRUCTION ❑❑ * PERMITTING BY OTHERS X00❑ - SITE PLAN ❑❑❑❑ SCALE: 'j, = 1'-0" SCTM: 97.-7-2G.4 ❑� 30'-7Ye" Information taken from survey prepared by EI ❑❑❑� Michael W. Minto, L.S.P.C. n REMOVE Centereach, NY, dated July 30, 2021 EI NEW LANDING DECK ❑�� EXISTING DECK PROPERTY AREAS: �❑❑� Lh Existing Lot Area: 40,040.0 59.ft. --- 26'-0546 0" N Exlsting House: 1540 5cl.ft. s_13,`6� Existing Decks 35-554r," To Be Removed: 875 sa.ft. Proposed Front Porch: I G4 sd.ft Proposed Rear Landing Deck* Step: 184 5cl.ft. asQ. I a TOTAL NEW AREAS: 348 sa.ft. EXISTING AREAS: 1888 561.ft. TOTAL LOT COVERAGE: 4.7% EXPANDED LIVING AREA Area of Construction Includes: _ New Front Entry Porch New Rear Deck Landing t Steps to Grade NEW FRONT New Front Dormer PORCH I Expanded Rear Dormer Interior Alteration5 27-0" Extent of Land Disturbance: 500 5cl.ft.+/- BUILDING ENVELOPE 20'-0" STORM WATER f- SITE MANAGEMENT NOTES: • BEFORE BEGINNING ANY CONSTRUCTION, A CONTINUOUS LINE OF SILT SCREEN FENCING IS TO BE STAKED AND INSTALLED AT THE LIMIT OF CLEARING LINE SHOWN. THE FENCING IS TO BE MAINTAINED, REPAIRED */or REPLACED AS NEEDED TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED b M1 AREAS ARE PERMANENTLY VEGETATED. 0 N • SILT SCREEN SHALL BE RECESSED BY TRENCHING G" INTO THE GROUND. Lnm a • ALL GUTTERS * LEADERS ARE EXISTING *TO REMAIN N Ln M • ALL AREAS OF SOIL DISTURBANCE TO BE SEEDED WITH AN APPROPRIATE PERENNIAL GRA55 * MULCHED WITH STRAW IMMEDIATELY UPON COMPLETION OF THE CONSTRUCTION PROJECT. IF SEEDING IS IMPRACTICAL DUE TO THE TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED UNTIL SEASON CHANGE. • CONSTRUCTION ACCESS AREAS TO BE RAISED SUFFICIENTLY AT THEIR SITE ACCESS POINTS OFF THE EXISTING ROADS, TO PREVENT RUN OFF OF WATER, DEBRIS AND SEDIMENT FROM BEING DISCHARGED ONTO THE ROAD. 514°0037"E 140.0' LITTLE NECK ROAD OF IvEty P O�'r o w FOA 05709y ROFESS10D1P�. Consulting Engineer: Greg Dietl DRAWING: Sections 5 � to5GONICK MAZZEFERRO, PE DORMERADDITIONS Little Neck Road SCALE: As Noted Greenport, New York • 5 1 G-457-5596 INTERIOR ALTERATIONS DATE: 12. 17.2021 Cutchogue DRAFTED: ND 1000-97-7-2G.4