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HomeMy WebLinkAbout48974-Z o�Suffe�c TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE • �_21"�` SOUTHOLD, NY 4oy �o < BUILDING PERMIT ave-k� (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48974 Date: 3/2/2023 Permission is hereby granted to: Krueger, Lynnette 90 Homewood Ave Allendale, NJ 074012218 To: construct additions and alterations to existing single-family dwelling as applied for per Trustees; DEC and SCHD approvals. At premises located at: 4375 Stillwater Ave, Cutchogue SCTM # 473889 Sec/Block/Lot# 137.-3-3.1 Pursuant to application dated 12/22/2021 and approved by the Building Inspector. To expire on 8/31/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $830.00 CO-ADDITION TO DWELLING $50.00 Total: $880.00 Buil mg Inspector FIELD INSPECTION REPORT DATE COMMENTS G FOUNDATION (1ST) �I ------------------------------------ L1� FOUNDATION (2ND) --� z _ W ® W CA ROUGH FRAMING& PLUMBING 'S 1 c� G 1� 1 � r INSULATION PER N. Y. � STATE ENERGY CODE C� C S O �Cb FINAL PIZ ADDITIONAL COMMENTS "I Cb lz Z � X 09 w � �y sz x y x d y (Jir O�gtlFF01 cG TOWN OF SOUTHOLD—WELDING DEPARTMENT Town Hall Annex 54375 Main Road P. 0.Box 1179 Southold NY 11971-0959 My • �S Telephone(631)765-1802 Fax(631)765-9502 hlWs://www.southoldtgm nga-gqv Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector. ® FF . R 1 b 2023 Applications and forms must be filled out mi their entirety.tncomplete applications will not be accepted. Where the Applicant is not the owner,an ( y�D Owner's Authorization form(Page 2)shall be completed: Date:February 16, 2023 OWNER(S)OF PROPERTY:' Name:Lynette & Robert Krueger SUM#1000-137-03-3.1 Project Address:4375 Stillwater Ave. Cutchogue, NY Phone#:631445-1461 Email: MailingAddress:90 Homewood Ave. Allendale NY 07401 CONTACT PERSON: Name:Bill Gorman Mailing Address:PO Box 1447 Mattituck NY Phone#:631-445-1461 Email:newenglandbams@aol.com DESIGN PROFESSIONAL INFORMATION: . Name:Lou Schwart Mailing Address:7 Ridgewood St. Bayshore NY Phone#:63141.0-6838 Email:tiderunnereng@gmail.corn CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ONew Structure RAddition ElAlteration ❑Repair DDemolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? OYes RNo Will excess fill be removed from premises? ❑Yes 51No r--R PROPERTY INFORMATION Existing use of property:single family residence Intended use of property:same Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes BNo IF YES,PROVIDE A COPY. ❑ Check Boit After Reading: The owner/contractorldesign professional is responsible for all drainage and storm water issues as provided by Chapter 235 of the Town Code. 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 Lauri,ordinances or Regulations,for the construction of buildings, additions,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(s)for necessary inspections.false statements made herein are punishable as a Class A misdemeanor pursuant to Section nGAS of the New York State Penal Law. Application Submitted By(grin rne):Bill Gorman ®Authorized ent ❑®rwner Signature of Applicant: f' Date: // 7 v STATE OF NEW YORK) SS: COUNTY OF SuFtQ ) k,, /Lyl4 �° ` C� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)heisthe / -X,'7_ (Contractor,Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this (� day of � ,20 4�m4u,__ Notary Pblkk DISALVO NOTARY PUBLIC-STATE OF NEW YORK No. 01 D1475593 PROPERTY OWNER AUTHORIZATION Qualified in Suffolk County 20 `�fo tviApril 30, 99��� (Where the applicant is not the owner) y Commis'sion Expires -- I, 1,,,-(AJ er' MIE: RU G Z residing at *315 S1-1 LL jA-ME E VE' Cyrct-tO Gy& do hereby authorize Z I t-'L- 6--0'Z-M^'rj to apply on my ehalf to the Town of Southold Building Department for approval as described herein. 2 . 2?• Z3 Owner's,Signature Date 6-1 0 t-f-f l; 1-R UIE-6 iz- Print Owner's Name 2 NFW IVORK STATE DEPARTMENT Or, li:NVItZONr*IEIVI'ALC.O,!4SERVAI'I()N ]rlaellity 6EC 11)J-47384)4935 PERMIT 'Under the, ]4CiiVironnit*imtal'Co;nse'rv�iti.t)ii'1_4aW (r4,Cjj) Perinittee and Facifity'litfokmation Permit Issued To: Facility: LYNETTE KRUEGER' KRUEO' , ER PROPERTY 90 HOMEWOOD AVE 4375 STILLWATER AVEI'1,000-137-3-3.1 .A1,LRNDALE,TNj 07401 CUTCHOGUE.NY 1-1935 Facility Location-. in SOUTHOLD in SUFFOL' C K OUNTY Village:, cutchoguc E.Facility PrincioAl ReferencePoint: NVTm- , 712.81 NYTM?-N: 4541191 Latitude: -41'00'417" 'Longitude.- 72°18'09.3" Project Location: 4375 Stillwater Avenue, Cutchogue,NY 11935 Authorized I Activity-. Construct now 24 foot by.24 foot addition on to existing single family dwelling. ,ROnove existing deck:-arid construct a now 15.7 foot by 12.1 foot'deck. Remove existing sanitary system .and install a new system. All work-shall,be done in strict conformance with the attached!plans prepared by Bill Gorman,dated 8.12.21,stamped "NYSDEC-Approved" on 09/16/2021 and with theplans prepared by Tiderunner Engineering&Design, ast revised d 4/25/22, and stamped "NYSDE-,C Approved" by 11/30/2022. SAR-1-17-001 Permit Authorizations, Tidal Wetlauds, Under Article.25 Permit'lD 1-4738-0483.5/0600,1 New Permit '13-frbctive Date:1.9116/202 1, Expiration Date-.,9/15/2026 Modification# I Effective Date: 1 l/30/20-22 Expiration Date: W 15/2026 NYSDEC Approval By acceptance of this perinit,the permittee.agrees that the,orinit is colitingesit upon strict compliance With the ECL,all applicable regulations,aW all conditions included as part of this permit. Permit Adnjinistrator KEVIN A KISPERT, Deputy Permit Administrator, Address:: NYSDEC Region I fleadquarters SUNY @ Stony BrodkJ50 Circle Rd Stony Brook NY 1-1790-3409 Authorized Signature:, bate /At, I"Aage 1,,of.7' I Glenn Goldsmith,.President ®�so Town Hall Annex A.Nicholas Krupski,Vice President ®�. ®�® 54375 Route 25 P.O.Box 1179 Eric Sepenoski `. Southold,New York 11971 Liz Gillooly ae G Telephone(631) 765-1892 Elizabeth Peeples �l� Via® Fax(631) 765-6641 coUf19�,� BOARD OF TOWN TRUSTEES May 10, 2022 TOWN OF SOUTHOLD Bill Gorman P.O. Box 1447 Mattituck, NY 11952 RE: LYNETTE & ROBERT KRU.EGER 4375 STILLWATER AVENUE, CUTCHOGUE SCTM#: 1000-131-3-3.1 Dear Mr. Gorman: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, May 18, 2022. RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#10031 to install an I/A septic system; and as depicted on the site plan prepared by Louis Schwartz, LPE, dated April 25, 2022 and stamped approved on May 18, 2022. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, 6t;- ` Glenn Goldsmith President, Board of Trustees GG/dd .•°gy.�1 ° - Caf° f/-jQ�.r� 'r C01 1/•�0 °°„1•�. �r.y r.®�"1 / �'—' f i10°1 ���c �,•tiy� 19i''y. , � ••S 9tVa:a1'/t9'�,lDlu4w5ar¢9S3�D41`.iILU'k'7C',: •38MVC •s dSec :,�c x%�.+�r�g�'g„�,.@" '+�7X°:P's'&�'SSD77.d�J � ar BOARD OF SOUTHOLD TOWN TRUSTEES 4 s SOUTHOLD,NEW YORK mot° PERMIT NO.10031 DATE: NOVEMBER 17,2021 ° ISSUED TO: LYNETTE&ROBERT KRUEGER 'rr 'z a PROPERTY ADDRESS: 4375 STILLWATER AVENUE,CUTCHOGUE SCTM#1000-137-3-3.1 ••� AUTHORIZATION a Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in a accordance with the Resolution of the Board of Trustees adopted at the meeting held on November 17, 2021, ` and in consideration of application fee in the sum of 250.00 paid by Lynette&Robert Krueger and subject to y 3 the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: E� Wetland Permit for the existing one and one-half story dwelling with an existing 734sq.ft. � o footprint and existing 525sq.ft.second story; existing first floor deck is 416sq.ft.with additional f 100sq.ft.partially covered front entry porch; propose to construct a 576sq.ft.first floor addition on the north side with a 576sq.ft.second story addition; existing first and second floors will be renovated to include new windows and siding;78sq.ft.of existing deck on north-east " ' corner will be replaced with new deck; new deck on north side will total 202sq.ft.including the •�, ia 78sq.ft.of existing; the remaining 338sq.ft.of existing deck on east and South side will be re- ti surfaced;existing front entry deck will be re-surfaced; existing cellar entry on north side will be removed; new'Bilco entry will be added on south side of dwelling;establish andperpetually • � � rY gi l �•, �.: maintain a 15'non-turf buffer landward of the top of the bank; and as depicted on the site plan 3 x prepared by Louis Schwartz,P.E.,received on November 12,2021,and stamped approved on a November 17,2021. " IN WITNESS WHEREOF,the said Board of Trustees hereby causes its'Coiporate Seal to be affixed,and these `� r resents to be subscribed b a majority of the said Board as of the 17th day of November, y P Y .1 h' Y 2021. d • tFFO ` - CO F ti x :7` ... *124 i.��-,.`:aa657\iSRvi.455,7rrO1h670RAi.L,lSrviYu:'S"ViLiRSO4:6aALriY811�GL`iurNu r,SLi63)Ma'uYaft5Wr7'[ffi4ClE�. � �' ,r1:f"i 9:•r �'r;:. •�. 1 V.. k e ,e Kai. , ,s•, •e;Eet �:.x s SSi e `.°e s _ ''+ NFL TP ��� ���� '\ ��a.c'��t 1±iF l\�y�'A, �� • -.'ih ]r2il , APPROVED BY col BOARD OF I RUSTEES TOWN OF SOUTH®! DATA N� o?� �� �4 �'' "�'4,�`� p"�C 1)®�h� \` , °•s` .� "��,, „ �,q +- L''lr` a En rVo�r�}EI.�j 5 { Iv \ e `�•�.,iyr � f�, PALE;�Y a r�o� Fwa- Arm) �iF-�ppw��� 1{:1 [� ��'$$ � �� ',e f ...����• 1:n1 u'y"•♦�R4 1 p1�I� (�'p'�/ vO'%K gg >pfti 1 .f ••,.:. -. S �y� r,�• �, 6t' ;': a � 4 �t r '^-au�`�'•; la, A4 , I 0 �J Erd�� �r MEW A iDD I-t i -1 6-746 tom— I 3`1- D too `t,')qn,, ax tom" cat �° , � LOT �.-�, 6� Newi �UA 02 70 Lor covatoofffT1 c�' 77006 , i e 0.75 S Carbon Filter Device a 15.D/ r cum M ooruw 2"Vent From �, a I/A OWT6 " `x Improved Publla Found Wall �n�coxx �� ,� a rnen rxw t» .0 a so ao MHW Line \�O To Treatment �1 •� Unit cLEA ouT i o Vent Location Note: o i.0 s'� Vent must be a minimum of 16 Inches above grade g� and 3 feet from any window or doorway, Must terminate with a carbon filter device meetingm 5GDH5 requirements. 16,25 Tap of Bonn EL 9 Vent Detail ,1' Asphalt 15.9 66. NTS Brown Silty Sand SM V \ Proposed ,�,�3 •(� 3' Test Hole Location Additionp� Total Lot Area= 13 754 SF 6r Brown fine sand SIP 0 EI 16.5 FF EL 17.67 ' SCTM 1000-137-3-3.1 1 4 At Grade LI Frame and cover O� �.� Driveway F 1&/hOQ ��� FWehsdGrada F> O •C3 vl c� gW�a�1�� Clean-out required <0910 ��r� rM�..�M� 15, Q ° Q �\ . I�� NUn,h"Olo.A rovo coven 'Ja a + arm Panel on inlet line. \ flpeP � Per Ft. ®® Water In pale brown sand 5P eD lW., icy 2"System Vent Line E'nding ®® 9 T ? a 4 In 5GDH5 Approved Carbon O°f New Hydro Action D �M ®W Dal ® a d �+ Filter AN-500 System IN Ir ., , Aban on rxcesspool ] 0 Test Boring ` c O w 4 G'Mat r"tratdon FUgh 5eoeoA U Gro ntar Into A Ylr�n 5trntA By z ♦ a Gf5mlAndGraval BacRFUIMACodAITaBa Clam Sarid And Grava MGDonald GeoSclence Improved LEACHING GALLEY DETAIL 1A Public Satin u8"=r x W Plastic Distribution Manhole SEE ATTACHMENTS) ° (For Health Dept.Use) 4 x 8 x 8' Eft''Depth SW Design Leaching Galley From 5 Bedroom Resldence, All Elevations In NAVD SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Long Island Pre-Gast 550 Gale per Day Hydro,Action ANwSDq 1988 Datum PERMIT FOR APPROVAL OF CONSTRUCTION FOR A 16.83 SINGLE FAMILY RESIDENCE ONLY N o FF EL 17.67 v, Inatull secondary Safely cover sanitary Notes W Dover EL 1013 Poly L.ok Distribution Box Prop Grade 16.0 1. There Is no public well or sewage system within 500. DATE 1/3/2023 H.S. RE NO. R-22-0633 y�Inlet Invert Not Invert EL 131 APPROVED AA ps,,IAG� EI 14,0 Outlet Invert El1a.75 wet Invert EL1a.42 2. Al surrounding Improved lots within 150'are on public FOR MAXIMUM F 5 ROOMS utter Invert 0 O®� 5114.17 El13,63 water there are no oc))acent active wells. EXPIRES THREE YEAAS FRON4 DATE APPROVAL Iv z c z w 3 0 4 x 6 X 8, EfF Depth w 3 Unit Bottom EL 8.33 Laraehing Galley From f Design Professional's Certification Required. 3 c a u LP Bottom EL 5.75 Long Island Pre-Cast Submit P.E,or R.A.Certification For �'` CHIyf� �� The Installation and Construction of the Sewage Disposal System Mo.NAME: �r * Use Form WWM-073 SITE Highest Exp OW EL 2.75- -- -- -- — - -- - - — -_ A_.. ___ __. ._ _.._ __._ __. ._ . End cap levelers required to GWEL 1.5 -- ___ __._ ____e ..__.___.____�____.-.----_--__—__-- __ r- PLAN be installed inside Poly Lok DB Abandonment of the existing sanitary system must be in owo. Profile '�� 77006 ��V conformance with the Department's requirements. �+ SCale 1/8 c 1 ,oRoF NPR, Submit completed form WWM-080 as proof ESS1 PAGE 1 oY 1 a v 44 4 re 9 � titc I 1 / i \ �� ,,�'� n • ! AK-0=17-1 • �� + Y�� • ' •• • • • aw INSIDE uD VIEW O z D cu as ca a. op 0 fill -• . O Z -+ n ea mna wn 0 -4 G cp PCf romg(4 pe tihL 2 o is Emu K Y1l IIP80 COti'PgC:SOP. Trn-CiY md7+ �(Ol d@1GW10ux0[ ItW[II�W17 �IWPI z H DxD3 E V^'1 1 �iI L I Q'. O 0 ' 1 �7 FI 111i1lie 11 11EWa 00 0 In cQ J B o z K I F 5� dad H SEE ATTACHMENT (S tn - W IT z ,} z 44 EXISTING INCOMING SERVICE x x 100A,10,120/230 VOLTS w C c a NEW 20 AMP,1 POLE BREAKER BILL OF MATERIALS 120 VOLT,10 SERVICE TO UTILITY NORWECO CONTROL PANEL nEm PIN DSKRI"ION QTY: 2#12,#12 GRD IN 3W PVC CONDUIT NA-100068 TANK,AN500 245 NITROGEN REDUCTION 1 A 180036 TA K,AN600 240 PRETREATMENT 1 s 100118 COUPLING, 4" SCH 35 PVC SX5 i C 240018 FO CONNECTING PANEL 24X19 2 z C1 _ 160028 ADHESIVE, CARTRIDGE 1 °^ C2 240031 SCREW, 1' k10 SELF TAP PPH ZINC 2 w 0 760066 FASTFNFR, 3/8-16 X 3 3/4' AT HHCS 1 E±73 °C D1 200013 NUT, 3/8"-16 55 3 CIRCUIT D2 200006 WASHER, 3/8-16 S$ 4 D3 200034 WASHER, SS 3/8" LOCKWASHER 1 CONTROL BREAKER METER E ACMOLY0R&CIRCUIION=COPLETE AERATOR a a PANEL PANEL F AP600•P AP600 ATU W/PLATFORM COMPLRTA 1 O EC60.304000-PLC EC60-30-Lr1006PLC 1 c a m H 100023 PIPE, 4" PVC SCH35 (1) 16" LONG z c OF I 100023- PIPE, 4' PVC SCH35 (1) 28' LONG 4 J 180111 'TEE, STRAIGHT 4" SCH35 1 Gj OJ\S S K 100023 PIPE, 4" PVC SCH35 (1) 10" LONG 2#12,#12GRD EXISTING _ h 1"=30- � ANSOO 245 NITROGEN REDUCTION SYSTEM ":'+wr+�+':n.i:n�,. IN 3/4"PVC CONDUIT GROUND ROD — WO.NAME: r S ..r+ecv_P uY: :IUNalup4 o�-c: •rr. A RTN hydr coon' "6/03/14 007 HA-180056 r DETAILS ".lL11SD¢EplPgpt GpVEA CPNWR90MYLBSnaNMW OPilxpep.60:v OMDB aeusiEcmruwaumwGcxrawmxncconaveswinn� ll\YO.NO,: 7700E SI ! A'��FESONA� D PAGE 1 OF I ram• _ a TO WN . OF SO UTHOLD SUFFOLK COUNTY, NY 1 S`CALE, 17 �30 1 DECEMBER '18, 2014 F4FE MO MON. �i ��4g\ Fna. Q� uoN. Gt� U FNO. O � f MOON. is i�l (,Iljil�rl';r,II;, ::IiI•'I 6� `•` i j,j!l. ij llii'll Il�illtif i�{=lF;,i f. 11>1 FNO. PROPOSED A' TION1 II±I•I'elil;=.;?,5.,. 'al ��',,G \�� \ �. il'�Iff�l �i`I��IIS� I�'�``•I�\\ , � ,7za \\� Ir lS pp� OgZ�P-t l°f:i`ss'1;� �:;�• . ,1., \:%a-,,��•,,`. �, ` •4 pJSWIN O _ / rib., P EC S�CO DOOR hg UMUTY Fe�c o¢t��FiO�j �Zi /f ROBERT KRUFGER Va lloN. L.YNNETTE KRUEGER CHTCAGO P.TLE WSURANCE SERVICES, i_LC. Ft:�. C• v . I 3u7Y _F LOT NUAl6FR5 REFER TO "MAP OFPROPERTY,-hl.S. � � "•'�- ` NAND" FILED IN THE SUFFOL K C(.I LINTY CLERKS OFF'CE 0,14 SEP' !A, 1930 AS FILE Na 77C. f` ;• � 1ti' ANY ALTURA-71ON OR ADD.,RON TO TN S SURVEY IS GF SECT,ON 72(?90F 'HE NEW YORK STA7E EVUCAP6N LAZY. �� i 6 31) 765-5020 FA X !637 765-179' EXCEPT AS PER SFC-,,Ioy 7209-$t,BD,,YT570N 2. ALL_cERwicAT10NS '� �-� 1-1FRFON ARE. VAL1O FOR THIS mAP Amn C-O ES HEREOF ONLY!F AREA � k3j-` 63 8QZ FT. P.0. BOX 909 SAID �IAF OR COFTFS.deAR ME' AIPRESSED SEAL OF THE SClR1-Y."OP, TiF � Ih�- 1230 Tf?lIVFLER STnj-�-' q �g'� � ,f V111:7S` sI NA7i;:<F. A!'PEARS llEfiF_0N. - SOUTHOLJ,. N.Y. 11971 A Generated by REScheck-Web Software C�(J Compliance certificate Project Krueger Residence Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number. Construction Site: Owner/Agent: Designer/Contractor: 4375 Stillwater Ave Cutchogue,NY 11935 Compliance: Passes using UA trade-off Compliance: 3.1%Better Than Code Maximum UA. 419 Your UA: 406 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or worse Than Code index reflects how dose to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cast relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross Area Cavity Cont. Prop. Req. Assembly or Ceiling 1:Flat Ceiling or Scissor Truss 1,102 21.0 1.5 0.044 0.026 49 29 Ceiling 2: Flat Ceiling or Scissor Truss 208 21.0 1.5 0.044 0.026 7 4 Skylight 1:Vinyl Frame 13 0.270 0.550 4 7 SHGC:0.30 Skylight 2:Vinyl Frame 13 0.270 0.550 4 7 SHGC:0.30 Skylight 3:Vinyl Frame 13 SHGC:0.30 0 270 0.550 4 7 2nd Floor Wall:Wood Frame,16°o.c. 1.262 15.0 1.0 0.070 0.060 71 61 Studio Slid:Glass Door(over 50%glazing) 42 0.300 0.320 12 13 SHGC:0.29 Front Entry:Glass Door(over 50%glazing) 21 0.300 0.320 6 7 SHGC:0.24 Hall 1:Vinyl Frame 7 0.280 0,320 2 2 SHGC: 0.30 Bath 2 Win:Vinyl Frame 7 0.280 0.320 2 2 SHGC: 0.30 Studio Win 1:Vinyl Frame 11 0.300 0.320 3 4 SHGC:0.32 Studio Win 2:Vinyl Frame 11 0.300 0.320 3 4 SHGC:0.32 Bed 3 Win 1:Vinyl Frame 11 0300 0.320 3 4 SHGC:0.32 Project Title: Krueger Residence Report date: 01/27/23. Data filename: Page 1 of 3 Gross Area Assembly or Cavity Cont. Prop. Req. Prop. Req. Bed 3 Win 2:Vinyl Frame 11 0.300 0.320 3 4 SHGC:0.32 Bed 3 Win 3:Vinyl Frame it 0.300 0.320 3 4 SHGC:0.32 Laundry Win:Vinyl Frame 11 0.300 0.320 3 4 SHGC:0.32 Stairs win 1:Vinyl Frame 10 0.280 0.320 3 3 SHGC:0.30 Bed 2 Win 1:Vinyl Frame 19 0.280 0.320 5 6 SHGC:0.32 Closet Win:Vinyl Frame 19 0.280 0.320 5 6 SHGC:0.32 Bed 1 Win 1:Vinyl Frame 19 0.280 0.320 5 6 SHGC:0.32 Bed 1 Win 2:Vinyl Frame 19 0.280 0.320 5 6 SHGC:0.32 Stairs Win 2:Vinyl Frame 19 0.280 0.320 5 6 SHGC:0.32 Ground Floor Wall:Wood Frame, 16"o.c. 1,476 15.0 1.0 0.070 0.060 84 72 Liv Rm Door 1:Solid Door(under 50%glazing) 17 0.190 0.320 3 5 Exist Din Rm Door 1:Solid Door(under 50%glazing) 17 0.190 0.320 3 5 Liv Rm Door 2:Solid Door(under 50%glazing) 17 0.190 0320 3 5 Front Entry:Glass Door(over 509/o glazing) 21 0300 0.320 6 7 SHGC:0.24 Exist Din Rm Door 2:Glass Door(over 50%glazing) 42 0.300 0.320 12 13 SHGC:0.24 Office Win 1:Vinyl Frame 19 0.280 0.320 5 6 SHGC:0.32 Din Win 1:Vinyl Frame 19 0.280 0.320 5 6 SHGC:0.32 Kit Win 1:Vinyl Frame 16 0.280 0.320 5 5 SHGC:0.32 Kit Win 2:Vinyl Frame 4 0.280 0.320 1 1 SHGC:0.31 Kit Win 3:Vinyl Frame 4 0.280 0,320 1 1 SHGC:0.31 Existing Din Rm Win 1:Vinyl Frame 11 0.300 0.320 3 4 SHGC:0.32 Existing Din Rm Win 2:Vinyl Frame 11 0.300 0.320 3 4 SHGC:0.32 Existing Din Rm Win 3:Vinyl Frame 11 0300 0.320 3 4 SHGC:0.32 Existing Din Rm Win 4:Vinyl Frame 11 0.300 0.320 3 4 SHGC:0.32 Existing Din Rm Win 5:Vinyl Frame it 0.300 0.320 3 4 SHGC:0.32 Existing Liv Rm Win 1:Vinyl Frame 11 0.300 0.320 3 4 SHGC:0.32 Existing Liv Rm Win 2:Vinyl Frame 11 0300 0.320 3 4 SHGC:0.32 Existing Liv Rm Witt 3:Vinyl Frame 11 0300 0.320 3 4 SHGC:0.32 Existing Liv Rm Win 4:Vinyl Frame 7 0.300 0.320 2 2 SHGC:0.32 Existing Liv Rm Win 5:Vinyl Frame 7 0.300 0.320 2 2 SHGC:0.32 Project Title:Krueger Residence Report date: 01/27/23 Data filenarne: Page 2 of 3 Prop.Gross Area Cavity Cont, Prop, Perimeter Ground Floor:All-Wood Joistfrruss 1,284 28.0 1.5 0.033 0.047 42 60 2nd Floor Overhang:All-Wood Joist/rruss 26 28.0 1.5 0.033 0.047 1 1 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2618 IECC requirements in REScheck Version: REScheck--Web and to comply with the mandatory quire lire the REScheck Inspection Checklist. Louis Schwartz 2/9/23 Name-Title Sign a a Date ,,Lfjf NEW y'to�5 SCH{yq�O�'f A 77006 FESSIONP� Project Title:Krueger Residence Report date: 0127/23 Data filename: Page 3 of 3 INSTALL CHIMNEY CAP& SPARK ARRESTOR AS PER CODE NEW GABLE ROOF EXTEND EXISTING CHIMNEY TO COMPLY W/CODE LINE OF EXIST,ROOF TO BE REMOVED 0 6wsnua wlse eavaro Tor oc astiooA NEW ADOITJON WOOD SHINGLE SIDING TYP. WOOD SHINGLE SIDING TYP. ❑ 6a�� z d TM w ���z 3 8. 1' a. I w SKYPLANE DIAGRAM B INSTALL CHUANEY CAP& SPARK ARRESTOR AS PER CODE EXTEND EXISTING CHIMNEY TO COMPLY W/CODE _ NEW GABLE ROOF®ADDITION NEW GABLE ROOF ASPHALT/FIBERGLASS SHINGLES I LINE OF EXIST.ROOF_ TO BE REMOVED �� JzsnNu oosru+o _ J oasn'q 'a 't TW of 9.BF.. ❑ M WOOD SHINGLE SIDING TYP. Lu LLB zr eusnw szrnrm wm ooerw z J OTOP OF 9.RFL O a. 3 p'-4° lw�ENTW'/Po , 2 7.3' LL NO,V CRIM O00 � © I�R9SSIw,Pp�vnwwv rood v.r KRUEGER RESIDENCE SKYPLANE DIAGRAM A 4375 STILLWATER AVE. CUTCHOGUE NY 2. 16.2 3 NO SCALE 1.Y 57 CU FT. CAPACITY 5" CONTINUOUS ALUM. GUTTER I� J� f f IL I I z 2"x3" ALUMINIUM LEADER ROOF #1 I 110 CU FT. w II 680 SQ.FT. II. CAPACITY w [ II � I I. PIPE JOINT MIN. II II' 10" ABOVE GRA 10'-0' MIN. ,I I N �- — — — -- L �_ _ — __ i12" MIN. - 3" PVC SCH40 PIPE 14" LAYER OF 3/4" TO 2-1/2" ROUND ROC LJ' I I BETWEEN PIT LINING AND EARTH WALL O NDS -WELL" PRE-FABROOF #3 " s�-c;;r''r,('° :<.✓,FN, 259 SQ.FT.. w 7` I'I I DRYWELL ( OR -EQUAL) w ROOF #2 m c° %\\ I I 632 SQ.FT, I U w I;I l DRYWELL DETAIL I I 4375 STILLWATER AVE. CUTCHOGUE NY KRUEGER FAMILY SCTM# 1000-137-03-3.1 PROPERTY IS ADJACENT TO EAST CREEK APPLICANT IS 4375 STILLWATER LLC APPLICATION PREPARED BY BILL GORMAN 631-445-1461 newenglandbams@aol.com 2.28.2023 96 CU. FT. CAPACITY TOTAL LOT AREA IS 13,763 SQ.FT. ROOF #1 AREA 680 SQ.FT. ROOF #2 AREA 631 SQ.FT. ROOF #3 AREA 259 SQ.FT. TOTAL ROOF AREA 1570 SQ.FT. DRIVEWAY IS NOT PAVED. 1570 SQ. FT. x .167 = 262 CU. FT. RUNOFF W-0 V-10 WALK-IN CLOSET PROPOSED OFFICE PROPOSED KITCHEN 16 -GORM#2 seopm Al --2?'4' _.-11'T1 M 115' r I I ADD ION] yyyX�—_ —NEW DECK -- {o R Ju t c of wu (2LI-3.4'x qlTiA? LVL BEAM EXISTING 5 E)dSTINO DECK � s� dI e.T�n IIII li i 11 I I n 'I a i! `9i, 1 it I!I �,IliHi HE 1, 771 LAUNDRY RM. HALLWAY BATHRM 92 HALLWAY /-7.T.F.P. EXISTING j DINING ROOM BIEDRO*3 RM Wrl EXISTING LIVING ROOM Ule WE —a II'. STUDIO 12 -Ti" WL NEW SLLQ L DR. 1,------------------ ......... P]eTIW - epanrrJ '�o"R s—"6[O—O A_ III;IjIJI��l;IIl l� ; IIELI 6IIR M;I{III I III II I j, ; ,l ItII I, Il I1 1 ! II .?I IL�i_._I Ii If_l I�_II I i I I!� ,III 1•i l_,5@ _I. III'I III!II IIIi ADD i _YFIRIER EXISTING GK PROPOSED FIRST FLOOR PLAN PROPOSED SECOND FLOOR PLAN 1/4" = V-0" 1,26.23 1/4" 1'-0" 1.26,23 GFA CALCULATIONS EXIST. 1ST FLOOR 725 SQ.FT. KRUEGER RESIDENCE EXIST, 2ND FLOOR 525 SQ.FT. 4375 STILLWATER AVE. PROPOSED 1ST FL. ADDITION 576 SQ.FT. CUTCHOGUE NY PROPOSED 2ND FL. ADDITION 576 SQ.FT. 2. 16.23 NO SCALE TOTAL 2402 SQ,FT. PROPERTY IS 13,763 SQ.FT. TOTAL ALLOWED GFA ACCORDING TO SECTION 1 .b. IS 2100 SQ.FT. PLUS 12.5% OF 3,763 SQ.FT. WHICH IS 470 SQ.FT. SO TOTAL ALLOWED GFA IS 2570 SQ.FT. TOTAL GFA OF PROPOSED HOUSE IS 2402 PASSES �A-Orc-cJANIJARY 26 , 2023 TAHL r: *02.5 I), DI I DrSCiEPrION OF WLOIN&Eil?T�TtTS NLh1794R./AND J7t, �AAG1Ns AANt7 LOA!.Ancnw ROOF 4375 STI LLWATER AVE &(2 X1 CUTCHOGUE NY t3LCAG#IN5'I:�ETVtE1'1 Coll;biST6 OR TERS- 9-"'COMMON� 9sv.191")l'f1R'•, 1 To Tor PLAT7: ' a.rr�d 1 P215'sen-12b•1r r�z ,. 1t7E 1!IA411. 5f6"OxW STEEL AW,44OR ,Isr'wu WILTS AT V-0" 04w. MAX. 4-bd I�OX 0 bit ......... ....... .. S-Gd COMMON t1)5'?tC7.ISl^��OR N11Nt �1BEDt"�NIT OF-T" .�" E�ILI'l�Jd15�Tt9 TOI°1 PL.A'1"ir .=. 8-lod BOX t2)5')trt.120%OR,. ��15T'? 'L: EXISTING: SINGLE FAMILY RESIDENCE <... a•s'Xrs.lsr'NAULS SCTM# 1000- 137-03-3. 1 r.Fll-INs�rST*Tr ATTi 4-IrPd 3�aX ta'.�6rs.n 3•J OR 5 24'-0 LAPS OVeR PARTITIONS(s"S�etteM*RECs i'M•I��=57 5-16d r.cx4�N Cs15'�r.lt§2 J,OR " + ''� nrd,r�bR,9lY15.1•tM1]' 4-5'XMI51"NAL15 ZONE R-40 .36 ACRES - ,f w'v _ r.FILINs;FOIST AATTAAGHrED Ta"AAn AALLEL PROPOSED # TJ48LE RA�"Yi,f9"I� "t s° T Ay r• f*00 soz h Dri 1RRD,°.S.t,R;�f rr JI" O'2 tome% J.t(E't)I PA'ACE NAIL ' ° `"'T 4-IlxdlSfJX(B'36U12ta'jtAFC ADD NEW 2 STORY ADDITION. AI 'x°, ��• ' ,� ;oTLfi; 'iwKlLcl ^z;u a�ca�, rauts ' ,.,,r�';��c „F � INTERIOR RENOVATIONS TO EXISTING BEDROOMS, �" � "�' ' '�'�= AW KITCHEN AND DINING RM. e-ia� xrlt ' s;• :ta °)ore ...- `, t�A►tcm slot NEW WINDOWS AND DOORS AS NOTED I- - - - - - - - - - - - - - �' ( !' b AIDE GFIbGM cRR + , .: . *AI=TM OR rrr3 PLATE' a.lc�d cAvr•�ro4w NAILS,�'xr~,.t.sb)a r)ati �I TCAC'NAIL:t7N C1� NEW ENTRY DECK r- - - - - - .12D�:air RA�T;LW - - �f-tc�d-i�wc{�•,� s°xs'-o'• P4U.R.CONC. FOUNDATION WALL • - -- -- -- •-------- --" - -•--- -- - , - ¢5'�•I`S'"ruvL�,-'�: _ EXTERIOR CELLAR ENTRY. A: H 'Z POLT METAL.ON 16"x8" CONC. CONT. FTGS. I I .ISM OK ' I -4" POUR. CO�1C. SLAB I I COMMON M I'X0&%OR `Ta 'NAIL, . '• Od OX _. �7°%It ,V".�r;"09"' = 4 ' ,ICI"NAILSGENERAL NOTES 2X10 @ 16" �C FLOOR JOISTS- " "DOV'1RAFTERS TO MINIMUM 4",RIITS,F BEAM 5-Ad3 BOX IR�"strs.fa5')CJF! -10d COX I 'Xi7.t3)4")1 On 1. All work shall conform to the requirements of the Residental Code of New York I a 31XO,511,NAAILS. State, County and Town Department Regulations, Utility Company requirements and L-(2) 2X 12 GIRDER a I , ( use 9AM IMS614 Z- X on"DoCCWWT0" !'WALL best trade practises. 3" STEEL COLS. 18"08"x8" CONC. FTGS. TO N4 ear. 5PEASE COPP40MON RESISTANCE ltsd o.vr•1r4oN p>S" .1e2-) 24•" .PAr�NAIL 2. Before commencing work the Contractor shall file all documents required by the I I O FOR �IN C42*4WTION W I AC41 U016 R STLO TOS '+Ar ` t �" 10d OIXOj261),OR BuildingDepartment, p artment, pay all fees required by local agencies and obtain all required > 9 xa.1511 NAiLS 1S Gr'FAc€ML w I I KAAL.LSTI.105 o16"OL, permits. 1 L -J 1 - .. A>SLIT rIN�STik A It+ itN�YAIJ�11 Itbd[3ErritK^Xra.1'Js J,'CaiR 12 NAIL 3. The Contractor shall visit the site and verify all dimensions and the existing I '� �(AT iNAU=,PANEIL!W ' tJ1'NAAILS conditions affecting the work prior to construction. Any discrepancies which would 16d c�SM>Kr�N(S}�"xo,1t 2 q 16".IP,Gr.II A;"NAV I. interfere with the satisfactory completetion of the work described herein shall be tee a " ') 1h" J.G.MAr-t FA►AE,E,I dl_ reported to the architect or property owner. Do not start work until such conditions r�o I *d 43MW.1w') 12"Dfl.EA1C.H E SE, PACE WAIL have been examined and a course of action mutually agreed upon. Failure to notify I I EGRESS I I •' I the owner or architect of unsatisfactory conditions will be construed as an acceptance NEW (CELLAR ( I SxtciXf+ ,'Kp:lla^Jacat .,- `V I V T-31" 2'-0" '-111, -11" -11" 2'-0" 1t oaNTT"J"Hmazp R 70 STUD 4 d a c:OnR+ICiN(2Y,"7t0,1"�I'1;OR„ _-•br-NAIL of the conditions to properly perform the required work. 2) 2 4 4 1�1H 4-I�+d gax(a sre.t2a' 4. AIII work is to conform to the drawings and specifications of the architect and 16Ad 115.0 I"40N.f YS°S{O.16r2) Ib"O.Z FA1CM NAML engineer consultants. F- - - J I 2 0 12 r6r'1mLAi£ry rr �L:+.r rad ^ i25,�{ .' -,_. ,_ --_ -. „ 5. The Contractor i Cont s to maintain a complete and up to date set of plans on the 12"lJ :FAC.1?twAuL job site at all times A-16 1'1r *4VN ` 6. The drawings are not to be scaled under any circumstances. I �-t�d I>��9ce�.l�a2'1,e� I- - - - J �� 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures AAI.I.sTRA!'"1IB TO Be VOLISI `TOR API-ATE�PI.Id'�tuft" "'s' i*ni SE7u■Mlt r2-lbd BOX���XO.1�a J;OR P Y P 9 \�1 L J - - - - - - - - - - - - - - - - - - - - - NSTpLLED M PM yy4Ppar 12-10d nox�s19P-12 1„vR I AGI�j�jA L,ON tAGt4 SIt "Oi= including storage and toilet facilities,protection of existing work to remain,access to I .4E rL4LL L1Ni<SPAS IHe< 9 9 P 9 t\yjP$CSIFiGATIG `3 Af�f NYSC ti^+ter"xl"�191"RAILS PNG►,.lrJlllt N1MlM't+S Lv4f' 9R.L.tPl.AA work area, hours of permitted work,availabilit of water and electric power and all (2) 2x1 2 ACQ GIRDER - - - - • P Y P sPLr�NTH 1=AAcl•I slres�OF' ANCHORED TO 14" DIA FTGS. TYP. O TERMITE 5N1EL+ 16 ed.STRAP TIES I,~AACVAW Is two JIOINTJ other conditions and restrictions for this particular location in order to execute the BY SIMPSON 5"U*15-TIE G GTORS t2-i�`C'�15�D.tal t AT l '` No.cuesoRAFs�e,�E vAAu�wT. ,'�6E i7c► �'+".° U2' "- '1Y. work in a careful and orderly manner with the least possible disturbance to the public Ga WRAP TO MVE MIR 12•EEARINS ON TIE 15TW I I I Aye MAP U OM SILL PLATE ATPcLMOATlON 8. The Contractor shall make the neccesary arrangements to utilities and services o EXIST. I o 1 temporarily disconnected while performing the work as required. 00 `STL BEAAM46 PLATE MAA►WAACTI M I6d N a,K'st0.162) th"a rw FAr.E NA L CELLAR o -� �'• l3Y sTROIw0,-TIE C-ONNMTQRs MOM No. DOOR j¢ WTTO M P'A7r;TO JOINT,1KtIM.JOIST,Woo. vlO 6K 9. The Contractor shall provide all dimensions and cut-outs for other trades. T I q UW*OR APPWNW EG7li ^4.ENT tS MKINS 0,1 Tr AT MV-1M7}+{p,l-.I_f'ANEI--V the BOOK f5 JIII SS)j oq �' LU I L o oD ( REMOVED I "sma;18I'1 NAILS 42.C7G.'FAC�NAIL 10. The Contractor shall provide proper shoring and bracing for all remaining structur I I I W 0 NE s AIR As I I I .i a'-o o�1s "LO"'1" B°I`T r rz�1'!5;);a+� S ;1�, � prior to removal of existing structure. (2 2X12 ACQ LEDGER/GIRDER BOLTED TO HOUSE W/ •w r MlNL HABtT 11wTt7 COfwGNtTE n . 1r1 r PIUmbin a C UP TO 1ST FL. 3/ "x3-1/2" EPDXY COATED SCREWS @ 12" OC STAGGERED N fa To JOINT,R1NR,I01�5T, + ,Jr�ifST,r�R:, 2-Ibd faMfMON(a sce�,Ml�2);OR 2 1=AR'iH Ilr"JOG twA11_ g, electrical, HVAC and Similar work shall be performed by licensed O I I I I I I � HIMN 6-2 OF VAACH 00 OF PLATE t�� flL.C"INS(!AT G$?MA1.4-PA'WI-V 4+5,w.r91"AWl°.l +#EAr*IS"04,FAA&E NAIL ,. - NE OF EXIST. DECK ABOV - 1=OUNVATION S I � NIO s'" T-Al� j •; persons who shall arrange for and obtain all required inspections.The General � NEW ACCESS TO erSOn' EXIST. CELLAR ,-Od W(2 .,y ,,� Contractor shall be responsible for scheduling all other inspections as required. EXISTING FOUNDATION WALL 5-1" MYJ,')W1'.Ss)rOR 12. The Contractor is solely responsible for construction safety and shall hold the z I 4•-!'xA�(2l2811 911: TC+E.NAiL owner and architect harmless from litigation arising out of the Contractor's failure to REMOVE EXIST. CELLAR DOOR & NOTE: I 4-5"X 0.1 1 NAIL J;115,- g g 0 I R�CJI.�.�. PRt7T£GTIONd C7P C7PEN1N�i. EXTIrRIf�R�61»AAZIN& I1V BtJILC�INA�LCyCAATEt7 IN '1. 1� -t"�'t7RHtrrft�M'PiAT�'re�.srllt'r 4�''x1aa5I NAt1�5 . REPAIR WALL VERIFY THAT FIN. FLOOR @ ADDITION I I"M0MC DEBRIS P,5510NS SFIA'++LL BE f R0TEGT=> OM N1l%* IRIS. � provide construction safety means and methods. W ". 9-l6d BOX IJ J"X0.05%OR .. . WILL ALIGN W/ FIN. FL. OF EXIST. HOUSE ELA' =12 O1�WINt�FROTI�TIO1•I roR AIhtD1� MEM5 SRALL MST T+fE REMIREMENTS OF THE LAR,E MISIL.E TEST Or ASTM rz I'4''0Ib AND ASTM E I � 2.t� CONSTRUCTION NOTES MODIIPIIED IN W- TION 5OI 2.1-�-I,GARAGE 6LA f'? &`TNIN6 MOTECTTC7N POR $' NAILS r�R F S STANnARD NCIVIORM oR IA'17'AASMAIA TBRIS 54ALL Wer THE ABLE W� ,4tt IMPACT l5Tl�ia� 6-tod X M", a.12&91 im 11 701�FtiA.T251 LAM Xi' Inc O ANG')myr TI015L°r` 2-idd'COMMOM(' A'X0,162%ORJAC.E �� 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade. �JCG�TIONe a_s•saa,l5l"NAILS'I 2 Poured concrete shall have,I•'�W 5TRUGTLRA4.PAANtEJ-5 WITff A THICKNESS Or-NOT I.,ES THAN 36 IN CM A'V A ur al a minimum psi of 3500 at 28 days unless noted. 5f'rrhN OF NOT MORE T S FEET SHALL BE FES€MITTED 1'OFZ OFENIN&PRCITECTION. a�a1 i7dx� '�IIS"J�e�R 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. .y . ... ... ... ... .......::.., .... ^�-bd GE7t"ih40N f,2'15"xa, .� PANELS SHALL I PPZC4)T ANP At+A-iTAC+W To THE FRAMINS�ir+ls T+•E IA � ' ram ro E14GI�silirs.AANa riAAr� EXISTING FIREPLACE ABOVE 2-IOdBOX4S'X0.I='1JlOR t-AAESFNAiL OPEIJI S C-ONTAININS TFit FRD=T A1714 Tfit 55LAZtV OFTNIIN5.PANELS 5HAALL,l 2 5TAPLt"...5' t 44• copper termite s ei PR=RiLLED As REQUIRES' F R TI•E A� N�AND 5HALL pia 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance kglT'4.1 THP ATT•A04MENP RARt'*NAsARP F°ft.0%A13TD- ATTAR 5t-1AM l EeSI�WT>TO 2-6d� �? with the New York State Building Code and manufacturers specifications. (21S"Yc7.l Sr Jlbit 1Z515T THE CA7MPONET AND GLAXIRINB LOADS VIWINM IM ACZ011 ANGE WITi.1 1 X 6 TO Z6416 MAPJN6 a-lad�vx t� ,tom"),� - r-A4E NAIi 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed EITi•M TA I-r-R-5013{2,I Oft ASrZ-1,KIT14 7NI PPiRMAN'Pt+IT C.e�M-IR 151115TANT 2 STA-LES,t'oeO"i.1 .1�"t.ONs upon by an engineer and certificates shall be issued stating same. (\N z ATTAG+IMEI+IT HAAAfRDy'#AfM MCV1 _I7 AND AWSHORS F`ZrMAN0N;T1-Y MTALLED OtA 7M S-&dWX 'W11131;ale 6. Unless otherwise noted all framing and structural wood components shall be EXISTING EXISTING I SUILDIN5. •IATTAAGf•+TNT IN ACCORDAWW KITH TABLE I .3.1.2 IS FSIRMI I IED FOR S-Dd COMMtOl'(.2A O.IvI1J OR. #2 or better Douglas Fir. O ( ENTRY PORCH DECK BUILD14155 AIT14 A Ill Roof=i-EISHT OP 45 FEET OR LE55 N' ERE THE ULTIMATE �-lad BOX t5"X0'126 OR - 7. All framing techniques and methods shall be as rescri five design based on X I 17E"31c�9t l WINt7 • 15 Nt3t7 N91°F I 1 Imo, IT .< STAPI E5,I'Gi�AY lN,lbe-c0..l r 1:C IJ6 9 q p P 9 w I ABOVE ABOVE AF&P VVood Frame Construction Manual for One and two Family Dwellings (WFCM) EXIST. CELLAR I �' I'?c,l�'Aru2ywlr� �n+Iris'1i2H•Br=�A�IntS wlsaER'n-tAxl'xa5•,..... .. :°I�AAr.�NAlr� I A E3LE 'f QI.2.I.2- WINDOMME MBR.15 PRiOTWTION PASTEN:IN is e-�Bd COMMON w(� ^7 itM a r as specified i envelope components shall comply with Chapter 6 of the Energy �1sd 13C)X'(2�i''itrr.lia' SGHMULI= FOK N FATELS max 4"v7 .iwRoi,-K%96j l tilwe� Conservation Code of the State of New York. ( A 'I rl[x 9. Firreblocking shall be provided in all wood framed construction in accordance r- ASTENM TYPE 4 FOOT 6 FOOT •-Ia,d WX 2'3"XaIl5%OR with NYS Code R 602.8 to form an effective fire barrier between stories and PANEL SPAN < PAMEL SPAN < PAN M SPAN 5-bd dt*44ON ll!11119i R between the top story and roof space. '.. 2I ►O19T t�i IILi 'COI°F1-M OR eSiRDM O 9-10d SOX C9"�G9,1:&",1:OR . <4 Ft7taT <fs T't�'Qt' FOOT $-O'xalgl"NA,IL! "-' 10. Protective panels shall be p provided for glazed openings in accordance with NO. iD HOOP 5CIREV'1 ad BOX 'xI 4'o.a.TOE.NAIL NYS code R301.2.1.2 if they are required. DAASW AINGi-M WITH 2' 16 10 � 22 RIM J015T,SAND JOIST e7R HLOAGI�IN�TO SILL GR TOP. bd COM 40N('d Ag'Xo,ist')1 OR itAIGH t^ TI1 r'A,Tt:0itoorArruc rioN5,�At_so) lod BOX cvm) lgb�),OR, - .. �'"e7c.,�e7�1VA1L; 11. All portions of the new structure are designed to comply with local geographic g" I9I'i`U"i1 and climatic criteria as stated in the following table. I NO. Iv K"D =Kt3fi 2-ft esOMfil" DA5W ANCHOR WI TN 2 16 12 F.t.A L'WXR' OR LEE TO MW4 JOIST, B-laid r;OX 01%0.1261%OR.•• ; " ;`Ff+GEtwAAq:' GEOGRAPHIC & CLIMATE DESIGN CRITERIA I It�H > N[T LIc1TNl �S+TAPLL5,)'len ,'I6�ges.,1�11"LtaNei 3-Ad MOX &9MI'M" OR'- ",Mi 1NG,AND it-N:e'NAAII GROUND SNOW LOAD 45 ps 1 Y4 IWGF+ LA S �l I6 IAA `4 2"�1lerLEsC+IR`TEs°:�rsl r tills� ctR 2-Tibet C47HI ti x taVXO.162.1' EVA5EG7 ANC►+ftTf4 WITH 16 WIND SPEED 130 MPF 04H EMEE NIT L.EN TH .2^f1 ANrCS{M°I AANK.; B1--rA�'r»,=u R 1! rar F t ,� I 62 1 ,4T;, ,4s�INt FAQ-NAui SEISMIC DESIGN CATATGORY B A/�,�d�p.eA �� I ( I 0-1 � WEATHERING SEVERE t O 11 ED �°'3�S NOT1MD •!EV B LCO DOO �� ( ( ... _ .,..,: n 00.111I^ •:.'. VERIFY slzE '-' 4-Ia I (3 Jtv.la lteara FROST LINE DEPTH 36" Blower door & LOCATION I cl. TH15 TAABL.E 15 LV ON ISO T41PH ULTIMATE � III WMJOIST toJvI5T 4-Es.' Sl";NA�1J5,ora. ' ':`^ D 16N WIND �9� Ai O A 55 Ill P'iEAN � 4s,�AI1:STArLL"s,I. t►NAll: TERMITE THREAT MODERATE TO HEAVY DECAY DATE:� 3 B.P.#�� �4 and ductwork ON SITE �S'x' SLIGHT TO MODERATE + i15+IT. FEE; ^Y:-A I MIM 4oM (4119C M+421 aR 52',Eat,_ATTePy>AN�BeYr•TM WINTER DESIGN TEMPERATURE 11 testing required. I I II PASTEN� 51•IALL ee I> STALLI AT OPP05190 NOTIFY BUILl IF Fr"A';TI1_NT AT ": I I I EhID3 �?I TF�E YA t 7 STP.t1GTURA L PA�NIEL. 24 Es�.F NAIL AT FLOOD HAZARD AS NOTED . ..... . OR 1Od'Mast aea.tss 1, 765-1802 8 AM Tl':- I FOR THE ` :r- L - - - - - - - - - - - - J 19ASTLNI SHALL M LOCATED NOT L 114AhI `fit M��T-uP�iRl�RS AN17 I:�rts.�aNem LAye 0"P0.s1'NAILS- AND r�rmaM STAB ON FOLLOWING Ifs' P=CT1^`;:;: - - - - - - - - - - - - INIt'.+•I MR.t71ri THE E TF� PANEL. TA,C.�'1Ji11L A1•" AU�p 1. FOUNDATION - T. :? REQUIRED �. �`"�"°� � ''� �" �'� 0- `' °r``�"'�:'�'��` : FOUNDATION PLAN 1=XTMIOR WALL COVET I'hJcr NIITH AN EME4Er3MENT a-sod tScsst F�"�ro•r ")►+2x r 1c� FOR POURED C ":".RETZ LEN67H OF NOT LESS THAN 2 ING+•IES INTO T1tl' e�'xo.191"NAILS 2. ROUGH - FR:1v''ING & PLUMBING PLUMBER CERTIFICATION BUIL.DIN6 FRAA'ME. FASTENERS SHALG- 3E 11-0aATT -1,6e3t'�Sf(a xO.l'Js lAOR'., :. . SCALE AS NOTED 3. INSULATION 1 '22, LedemoR"STRIP�tAsPESR A6JYN8T%tk1LJA4'TZ'1��5' a-radGO'V to,I6"saa,16A21%OR ATPMAC.4 JOIST`01'R>RA°T5'Ft,. MARCH 2021 . . - - 2 t�T Ltd THAN �,Iy INKS M T+•IE �36E GF' a.. 4-104I'U X(5%0.12&%oR I N.AII. ' GONV; 'I E SLOT K t7�' CoONG�, �s'Jtrxlal rwA+IRs 4. RNAL - 00N`.. ,� CERTIFICATE OF OCCUPANCY TABLE R361-5 MINTMiJM 11.11i41I1Ft3RMLY DISTRIBUTED LIVE LOANS die gaumis per square foot) P,E COMPLETE r O. ct. PANELS ATTAGHMR TO MARRY 1'„}R �'+' r�IC�9tN9'TEt' �1'' 1=idd t16'.�O.I211^1 ZACH e+rrs.T•ra;~rwtw,, Al L CONSTs,UC• I'`N S�-TALL MEET THE SOLDER USED /N WATER T"IA5C7T'T1rCYA'a� la+tALL ATTACHED k iH :ywaav 9TRJC.TtJIRAf.P NeL5 Sir OR,ROOF Itvr�ltaR Ttflr49'IO�1RArtlN6 r Ir-L� wAu: �E V15RAATION-FZ 515TANT ANtGT•OR5 KokVlN e AN REQUIREl OF THE.C()DES OF NEW SUPPLY SYSTEM CANNOT ULTIMATE HITHORAWAL CAPACITY OF NOT LESS WtRTHIN&TO MRAMIND Ni3w TAI R60- CAI r-O3 k7'1P 5TFLIGTURAI,PA WL1--�M WALI.St4fl To AAALL rRA14INOI USE LOAD YORK STATE. NOT RESP'QNSIBLE FOR EXCEED 2110 OF 1% LEAD. T++ANI 1000 POUNlOS bit COMMON t`'x°'112'1 NAIL mwax;%MLL �. IsFAttics with limited storageg.h 20 5d EiOMiN40N k:3�XOJ�iI)NAAtL' f`) ..,..... . DESIGN OR CONSTRUCTION ERRORS. Attics without storageb 10 TABLE R301.7 ALLOWABLE DEFLE+C7ION OF S MUCMJRAL MEMBERSFfi£ !�i„"`�.1� B,af t t�MMaN,NA1L"�2A�'ltfx;lSi')' 6" laf 111 40 urd CX)MMMON(TWO-1.4b")NAIL-,OR � 12 Exterior balconies 60 6d 'srr�a l•] Fo+R v N AIL' Fire escapes 40 N ALLOWABLE OTHMPOLL TM"N`' " Guardrails andhandrailsd 20t]' COMPLY WITH ALL CODES O F t 5TW1JCrUlRAL'Ca:LLLlL�51G f 181 BOARD DrAME'i)SC aR i GROWN STAPLE NEW YORK STATE & TOWI.0 CODES T�2tJCT UAL MEMBER DEFLEMON AS REOU!RFD AND CONDITIONS OF PROPOSED FOUNDATION PLAN S+eATHINl6, " 3` Guardrails in-fill componentsf 50' Rafters havingslopes greater than � Passenger vehicle garagesa 502 t3.4 "5T1®.lG'TLlFlAL-SIG rIB@R�1AARfI 171AM1.']IIR.rsrc r CR�I�srArL� sE1 tla, � ,� 1 /4" = 1 '-0 1 . 2 6 . 2 3 - - - 9 180 - Rooms other than sleeping 40 � �. �l�lltl7 rl4 finished GE'iliT3 - ._. :' .. d. I '�ALAfAwaa,�I�F1rV9 NAIL,STArLE ��.I�f,�l^- '•Y V ?,NNII�G BOARD 95 K"�i''Ps,IJM A•tr+INs SAI.YANIZI�',f x"LG�twB;[A'SG1�Y'15. .T � rooms attached to rafters 1 TYf-- K0q Sleeping rooms 30 SOIJTI;GLG TO'N'N TE:USTRES - soww%,r�wi r .. 7 Stairs 40c Interior walls and partitions H�`1N Y0OO STF. IWZAAL r L5 C.0MBINAATMON S"LCO R UNDe"yMB'LT TES PRAAMIRS NAIL,Floors and plastered ceilings L/360 btJ (2'7fa.l^sO) L;aR Must provide Manuals ' L: , ( °x�.lal�a LANAI +� RE- , P,(f'J STORM WATER RU vOFF D 3 and S as per Il other structural members L/240 19dcz r-cmC21=11IOR. PURSUANT TO CHAPTER 236 I�YS Energy Code bd cs�l OWW(!ZA')V.l2&9 NAIL OF THE TOWN CODE. ' f Exterior galls with plaster or H136g tE�s�rroNt�"scesla�")fA1NILAEIIR o !4+1 !AL"-•fi.Ys^': dd DEFORMED(O A-9D.120)NAIL. 1.11CCo finish , OJ q pry TCiKi,1511 1 fth ■25.4"M I Pant, °,304b mm,I MILE PER+iOM■0.447+Tull I kal ■,&CAS 1-0 a uCCUPANCYOR Exterior walls-wind loads with L/240 �, NAILtSA1RE �s�a��F sw1ANr�s rwftr rxr+�Rl�us�'�T�A�.1wA1Lsu�rrslar�atAr�nr�sAN>2�I .T}+n� •-f r^ m• y 3 Cr f.GNMCGTIt9A!'�SHALL HAAVI!MINIKA14 Avr ASS WNCII Yr-LD 5TRff4.rT1-15 A 5 alliI DO 4CS1 F'Ol1k i8.lHAANFC DIAMMI ER'M 0-142 tW4H 1 USE I S U N LAIIF U L a• , f, . A �,;F W :�NNW,40 rat 11 VlAi ITTt"s ILA, T+VW,0,I42 Ii H�Nar III i%i brittle finishes „ . ,, l-AIR�IR,T�4Tt ,ANv 1Cuea 1�St FCl1R,SHA'NI;,' '?'<,..�s.'•a ' Z DIA OS OT'40-1421NLH OR LESS. �IOUT CERTIFICATC+ h -y :�VrArL)=BARE 0 XM AND kA�AtrIM;�4�1,�� hf l rI I T1 �F� 7700 s �� Exterior ri troy i s-vv i n d I oa d with 1 c.NAILS SHALL PJE SPAeXD AT NOT k4W THAN b INCW5 ON e-Mr'R AT ALL 6UPMOWS*eW SPAM Nile 46 1%11 1-E•�.�Oft Mr-ATEW AR�FESSION�\• A -t=0ar U'r&•moor 09 4-�r ar 4-rwalr r 15rWALL me A prLI )YMnou.LY. OF OCCUPANCY flexible finishes e.5PAGIN5.O1 f=A5T0aR5 Nor INC 'DINT4415TA>�5V.LWWIS°� ONTAOLZmkw `:�'1. .. All exterior lighting i P.NACRE Tt-E ULTIMATE M-51614 AINcl SPMD IS I!W MM OR EI$5;NAILS rM A-t rAC.HIN&A009 STRI 1*71,iRAI.f-AW-1 'R000+5HEpATHIXe TO,k ALL MRAAMI W SHALL£E•SrAACW&INCl ON C"IM TtE u..TIMAA M WL51ON RIND 15,&1REAATt�-THAN W MPH; t Installed, re laced or ;'NAILS Pt'3R ArrAA "NS RAVEL TROOP SHEAA114INNS T0,INTI IATE SUPPORT StAL11-HE BE SrACEO a 1NGr{ES Chi GENTM fow MINIMMAM Ab pi�U tfir. ' p ;DISrMCr;4�k7M t'UOA •t=A1�5 AND 6A�l:E 010 WA'A 111l;'AND 4 IWsts 0%CeNT�R Ta SAULr END WAALL.;MOMiNS ' Ail PLUMBING�"1'AS`�'E'•, repaired Shall Conform ..0Yr"5HEAATHINtS SR ALL COMICIRM TO ASTM 6 459b AND 61 t5E INSTAALLI=D IN AC6OIWANr-M➢IIVI SA 255.PIBEK15MV1111D S+EAAT4IN6 SRkL.C.Gtt'1 &RM To AASTT4 o 20b, ; €L V''lATER LINES NEED` to Chapter 172 :.h."PAWS ai".#11A8r CIN rL�1 SHMA7HINS L�rX S, 1.ir TG rth i a `r AriiiWsr i�i�alfl 1 JIR!a A 101 TCvT :":' RIEP0F,E C0 ER!NG :aLOMN&ANP AA-t FLOOR r+ERlHMIRS ONII"Act45'af FAAST "ON POOF SHEAATHNS PANEL MriP&M APPLIES-to PANEL M76M of the Town Code ;'SUPPrxmp BY r`KA1r9NL9 1•'tet ANtt R1'S6L1ifto&-otICINeS.5LOMN&Or OR t-[ liR 9HCAATHime PANIg.roft5 P hQ3tGULAUAR'°I1C) THE PRAMIINIS MEMDERS HMO NaT BE PIR"vi E71•r.Et'r AS,VZjW E3Y',art-im MwivoNs OF-rHis exx;PE.FLnaR F'mwTvit;vHp,LL BE O F 5 SUPI'O%"IV0&1`1 f Am» a�am SOLID Fll-CItiICI?wR$, I V'WORE A RA 1S PASTENw TO AN AD.IArSE1wT 1°A L1 L'C1 ILllsS.Ibi9T,111'AAGCORGtAdA►'E l^UTk'1HI:"i''=••=-".ouLE' OS�'I ,IIMRf7E.TYl 1A TOE' k ON ONL SII OF THP RAPriFTt AND TM NA ILS MOM Tte CLILINB.JOIST TO TOh"t'LATJ: IN AAC?RDAf 4t KT41 THIS 5C+ePJLr;r Tl-e TOE NP3L THE OPRbSiTE 51DE OF THE RATER 514ALL NOT BE RL'I J /AINU /AKY Z b , ZUZ ,5 24'-0" 4375 STI LLWATER AVE -1" 11'-10" -1" CUTCHOGUE NY 0 o EXISTING: SINGLE FAMILY RESIDENCE 1-3/4"x11-7/8" HEADER TYP. O O ( _ STOVE SCTM# 1000- 137-03-3. 1 a ( I I N ZONE R-40 .36 ACRES PROPOSED: rIN 9-1/2" A1230 @ 16" OC I ADD NEW 2 STORY ADDITION. co _ INTERIOR RENOVATIONS TO EXISTING BEDROOMS, I I PROPOSED OFFICE PROPOSED KITCHEN KITCHEN AND DINING RM. 0 co NEW WINDOWS AND DOORS AS NOTED Q 0 NEW ENTRY DECK NEW EXTERIOR CELLAR ENTRY. 1 G I WINDOW SCHEDULE _ _ POCKET DOORS_ I O o fN I 1 o TYPE NOTES O 1ST FL KITCHEN NORTH N 1 I AND. 400 SERIES CW235 1 1 1 N AND.x4003SERIESO 10'-3 CW24 2" 2 13'-12" � 4'-9"x4'-0-1/2" RO W I REF. O 1ST FL DIN. RM NORTH 3 2ND FL BEDRM #4 NORTH Q I 2 0 AND.x�000 SERIES ROCW24 EGRESS W D. 400 SERIES CW24 EGRESS J 2ND FL CLOSET NORTH I J a 4 4'-9"x4'-0-1/2" RO 3'-3-" 22'-4" 5 2'-8"x1'-5" RO 1ST FL KITCHEN EAST a 2 O AND. 400 SERIES AR281 °Iw o O2'-8"x1'-5" RO 1ST FL KITCHEN EAST AND. 400 SERIES AR281 I , W �9-1/2" TJI 230 @ 16" OC = I cr AND. 4'- SERIES CW24 EGRESS 2ND FL SITTING RM EAST � O 4'-9"x4'-0-1/2" RO °O I © > ( °° O AND. 400 SERIES CW24 EGRESS 2ND FL BEDRM #4 EAST o T � I � 4'-9"x4'-0-1/2" RO w oT O 4N9" 400 x4 0 SERIES CW24EGRESS O LL o Do N o ELL R x I 9 1ST FL OFFICE WEST AND. 400 SERIES CW24 EGRESS 2ND FL BEDRM #3 WEST 0 � `�' ADDITION EXISTING NEW DECK M EXIS ING AND. 400 SERIES CW 14 ° _ — (2) 1-3_4"x 9_1/2" LVL BEAM— _ -- 11 2'-4-7/8"x4'-0-1/2" RO 2ND FL STAIRWAY WEST z EXISTING EXISTING DECK AND. 400 SERIES CX135 NEW CELLAR EGRESS 12 2'-4-7/8"x3'-5-3/8" RO w I�� (lI _ _ 2'-4-7/8"x3'-0-1/2" RO TEMPERED 2ND FL BATHROOM EAST sT IWI EXIST. — — 1 3 AND. 400 SERIES CW 13 m BATHRM #1 14 AND. 400 SERIES CW 13 2ND FL HALLWAY \ / hI —EXIST. zxlo FLOOR JOlsrs 2'-4-7,/8"x3'-0-1/2" RO TEMPERED ILu RE-SURFACE EXISTING DECK O TO ALIGN W/ NEW ��� z DOOR SCHEDULE X W J W r TYPE NOTES ANDERSON FWH 60611 ASR Z OA 1ST FL LIV. RM EAST U ° 6'-0"x6'-11" RO \ / EXIST. F.P. W \ / z Tc N EXISTING I \/ I ANDERSON FWH 31611 AR © 1ST FL LIV. RM EAST EXISTING N 3'-1"x6'-1 1" RO ANDERSON FWG60611L ' E T Y P R 1 / \ I DINING ROOM o © 2ND FL BEDRM #1 SOUTH � IG� 6'-0"x6i'-11" RO D 2'-6"x6'-8" SOLID CORE INT. DOOR 1ST FL TOP OF CELLAR STAIRS EXISTING LIVING ROOM Q I 1 a (2)2'-6"x6'-8" INT. DOOR - POCKET 1ST FL OFFICE ICI S II . 0 'A GEXIcf. 2X10 FLOOR JOISTS � � > III cl X = O 4'-0"x6'-8" INT. BY-PASS CLOSET 2ND FL BEDRM #1 J I O G 4'-0"x6'-8" INT. BY-PASS CLOSET 2ND FL BEDRM. #2 LD I x Q D CAI x O 2'-8"x6'-8" INTERIOR DOOR 2ND FL LAUNDRY RM. N I I I 0 w `; O (2) 1'-6" INT. CLOSET DOORS 2ND FL LINEN CLOSET W 2'-6"x&'-8" INTERIOR DOOR 2ND FL BEDRM. #3 +\ ©EXISTING EXISTING EXISTING 2'-6"x6'-8" INTERIOR DOOR 2ND FL BEDRM. #4 ®EXIST. 6'-0"x6'-8" BYPASS CLOSET DOOR 2ND FL BEDRM. #3 CLOSET CHIMNEY NEW BI CO DOOR NO 2ND FL BEDRM. #4 CLOSET VERIFY slzE 2'-6"x6'-8" INTERIOR DOOR ON SITE EXISTING DECK a, 36'-32,. EIMF50N aTko1L94 GGN 117R!3 M7vc3.W.I. D,t.46JSI0 I'9 I1t WVA.ZW AT EVERY!W%%'To IRICh3G G Tk7N M►if�i F APRERS 00 NOT A0914 liJNtWGANE ANGHCR!5 INI4JFAGriJIRLri 6Y 3 6'-31" CONCRETE SLAB giMPSON ag�©1416 71Le C4X#ir4TORS 2 "DOM No.LIBTAI4 GFt Ai'PEIVE b=VAI.tW AT EVERY RAFTER TO e1jM'YC'RS " 11tIC�-�„ EXISI ING 12-0 CELLAR DOOR PROPOSED FIRST FLOOR PLAN z 1 /4 " = 1 '-0" 1 . 2 6 . 2 3 --- -- IQIlo �wwm EXIST. — I k,I BATHRM. z — I \/\/ �I EXISTING KITCHEN z F E 13 I I j I EXISTING E I 11\G M ° COV RED I DINING ROOM DECK * ++ N N Y IL EXISTING LIVING ROOM wvmauao w+.s Ms else w»I� I 'mrH.cr raw wm n Peary' I �I i x ' r1.MeM'sM�u�.+h�n;Wstiwwrr woz ftA.0 .nM Root- F21APY'tN5 4�MTAIL '`Q w EXISTING DECK *, , * " * 20'-02" FIRST FLOOR PLAN CFO 77006 R�FfSS10�P SCALE AS NOTED MARCH 2O21 EXISTING FIRST FLOOR PLAN 3/16" = 1'-0" 1 .2 6.2 3 A 102 2 OF 5 JANUARY 26 , 2023 24'-0" 4375 STI LLWATER AVE -1„ 11 -10„ -1„ CUTCHOGUE NY - - - - - - 4 - - - - - - T - - - - - - - o - - - - - —� .� I O EXISTING: SINGLE FAMILY RESIDENCE 1-3/4"x11-7/8" LVL HEADER TYP. i `X8 @ 16" OC RAFTERS 2X6 @ 16" OC CEIL. JOIS S r — ' I SCTM# 1000- 137-03-3. 1 o WALK-IN CLOSET t SIN ® I I I I ZONE R-40 .36 ACRES co I I PROPOSED: I - I a I ADD NEW 2 STORY ADDITION. I � CLOSET I I I NEW TAI CAE I INTERIOR RENOVATIONS TO EXISTING BEDROOMS, 2X8 @ 16" oc RAFTERSui KITCHEN AND DINING RM. Ir 2X6 @ 16" OC CEIL. JOISTS M (�ILIN TTC oe I OPEN WALL NEW WINDOWS AND DOORS AS NOTED NEW ENTRY DECK � I 1, J I �; :.,.., I — --- - ! -NEW iD 11'-6Z' „ - - j�— I O I I I RMR NEW EXTERIOR CELLAR ENTRY. 1 I 1 - — - -- - I BEDRM #2 BEDRM #1 I ® __. a I MINIf�4JM rt�I i,+LA-1i/ LC?A75* As EtfZ"ASGtr -f)5 I I LAUNDRY RM. 0 aT N o HALLWAY + LC�AC> L fpsl*a O I HALLWAY I �' /�. �..+ !. . . ., N I N u- O W .GEI LID S � cy) � I I � I O uo � � O I �/��{��,.y w: w I 5T11'JG ROOF, BELOW w cS'rMM 50AR® IA2-IIM ?.0 N d�r4 iJOAW W� SIC? w�w 2X8 @ 16" OC RAFTERS z PROPOSED CHANGES W. D. p O I 1 �I20, O, W 2X6 @ 16" OC CEIL. JOISTS i i i �, 1 a J j Ix I > i�+I �.' 0 I �I i 2iC$ 16" OC ! @ A�JPII T'SH 5 2A. \ j I 2X6 16" Oc 1 S S ! I I i I .�. ' O O I O �D i NEW DECK ; I { cc { I I i BEDRM #3 +,s� I (� �!pest 1! -Irt,3 i b w REMOVE EXIST. RID REMOVE EXIST, RIDGE, RAFTERS & I v> ftlE G It�,tlI.ATI I/:Z-In, TOP PLATES OF WALLS @EXI5T, O TOP PLATES OF WI ' J I 2ND FLOOR I u 2ND FLOOR 5I C ii I 3 W I V ! i O i W N W TAI CA E I { I 515TEI'2 EXIST. WAL HITUfMpNC7U5 SMttTfl c� I SISTER EXIST. WALL STUD W/ NEW .� , �R ' O i f • 2X4 b 16" OC FP, I5 I o 2X4 16" OC FRAMING W/ NEW o I _ _ i @ IN I Y�tATIPf '"INE�tI�IR,4f w I I: G PLATE HEIGHT SET d x D T 1 T F OO — - - - - - - - - - - - - - - — — - - — L- �- , x c� PLATE HEIGHT .•ET@ 8'-0" { O n ch W I _ c0 I 0 � — �—` i PEN WALL I FAILING T CODE j A TdR � I { i NEw ; I i � o I.12x6@16" OCRF 5 P" L �C9Df�5 'A8'IND T' L'�3 +;� R FINIAaIfES — — _ 112X6 @ 1�" OC CEIL. J 115TS STUI dMkAMI0,pP.OJARRY TI 4-3n Llr f5/ IJFA_C? z i I GLASSR O I I ;aj I N ® ON rt1,'""40 M TAR BIB► 1- — � - - - - - - - — — 4 EXIST. DECK y> O — � I I- I j { t : I w I � H�� f"`Lt?C1RII� 'TIT-ir'L X I z • TEM ER I ; I I >y W GLA I i I I I w I LINc�,."CC.R A+�FmALr TIL>=, im 1, NEW SLI I 7'-10" 1'-6" 3'-22' L u - 1 �JULc3GRIN6,.'3/4-In. S,p' I LAUNDRY RM. �• o II I f I EGRESS j \ / T � � - \ o HALLWAY +`� BATHRM #2 I = fl.�t7R5,YVc�c .IEIST Cn€s plaf�I e�1"} EXISTING ' ADD SAFE joIST'SIZIM53'(In3 HALLWAY - I L ___ / \ I u - - - - - - -- -- — -- — -- — - --- - - - - - - - - ® I o w s 2x6 I { I `--EXI5T. DH WINC)OW TO BE & x S NEW TUB/SHOWER j I , t REPLACED W/ ANDERSON CW 1 A' EXISTING ROOF BELOW I w O I i I I I II III I IIII II III wI 3'-0" 82„ : li j CASEMENT WINDOW 2)Ip -� �, i I NO PROPOSED CHANGES `" D o ,O { I I I 1xI2 + I I / >I �+ m \ / 2X8 @ 16" OC RAFTERS I I = F" }�'ICI E PAR•T I T I fJ S KOOt>OR ST .,.STLM, I/2-n.1SYP.eOT'I"I SIIM15 6.0, -IN 2X6 @ 16" OC CEIL. JOISTS I I i N i� I I W ? Ij ' o N 'p / \ BEDRM #3 +, `" i I I ( sT I I MOM STIV yIIALL5: I REMOVE EXIST. RIDGE, RAT RS & mI 0 REMOVE EXIST. RIDGE, RAFTERS & I I i TOP PLATES OF WALLS @�E IST. O TOP PLATES OF WALLS @ EXIST. 2X4 O ICI-1n, 6Yr5t I, W I 2ND FLOOR I I �I c� 2ND FLOOR (; I M LtT�'j ,i�+4,,5l0'lNS I 0 w l c I F SISTER EXIST. WALL STUB W/ NEW �I z SISTER EXIST. WALL STUDS W/ NEW cD I '}} j X I rIN 2X4 @ 16" OC FRAMIfJG / NEW I 2X4 @ 16" OC FRAMING W/ NEW T I I i I � "3 + " "� r � INSULAT ,5/6-h.. tt?INS I .t . W , I \ / w ch PLATE HEIGHT SET @ 8'-Gf I I PLATE HEIGHT SET @ 8'-0" i o I L 2X8 @ ,6" oC RAFTEIRS I ) FLOOR PLAN EXTEFiIC3f�� P +MALLS PJIT+4 VKJOK40.0 /\ 2X6 @ 16" OC L. J ISTS STUDIO { I f I I ( • INEUS f3S OF MAS MY I'NGLUCM f�OC AR IEJT f OT FLASTM FOR IQI I o I I 1 . 2 6. 2 3 I aSTT a;A81 5 IbRt2 rOR EAAGFf f�"T . VA LUES: o i I,I I 6IVL�t"I,'RI:f'f��NT A��._ IN.SC GA�i5 TIfME IS'P► ICI C.t7IySI�Af LM f 1»i IG�16HT"fOR TIC SArV'0c�Tf iTIOk w z NEW SLID. GL. DR. { j I 1 T-101 2'-0" -0" I' +; Mi4?�lEh1 4CJ PER T GEf T1 GATE -.SHALL.BE`GC>I~PL ZTEBY. THE 1-3/4"xl l-7/8" LVL HEADER TYP. 9JILDIM OR R�3ISTEI;M LESI&N PROFESSIMA4L. AND,POSTM IN i EXISTING EXISTING { { I (— — — — — — — — — — — — — — _ — ADD :SAF TY, RF2IER � THE UTILITY"1�4C7M OR O� AP!°R ECy L'CGATIC7N INSII?E THE V _ HUIL1�'IN6. i `R4t�2.2 4. ATTIa'OR +DRAWL;SPAAGE�'A 4,E S -.SHALL De' I -91" 1 t�T -5T1 11�1 A A 2 3 NI7'INSULAT 7 TC? LI�L EG UI VALEN T' TCa ii THE,INSULATION 4 �2 'a4: 'AIt�. 1.. �E'...• HUILDINS 'tHERI L`ENVELOFE SHAt.,L LE V i { ft)N5'TRUGTEI7`°r�`Li�1I�I',�If'�#:EAic� '�"c�t 15..,�Ii�:GI"IA4Ni5>v5'i�R R4 i.4.I.I ".INSTALLATIt�NA�-� fi "GC�NII�'C�l'E%' s'orm� BI�WIN T14ERMAL.ENVELCM SHA^rf L SE INSTALLM IN:A=)RUANGE MITH- CONCRETE SLAB THE G:RITERIA LISM0 IN TABLEyy'4O2A11. WHERE.REiQIJIRi-37,SY i j ; CZVE s yFPIGIA L,AN AeaPF'Rt?YEi/ THIRC PARTY'' "SFIALL INSPECT ALL BELOW , j l � i t ? i I I i ' l VL/a'�1 V'1`i•L�Iti�+w✓''AI`fA/'� It # i.i4�1�+f':4.I�NV�. R4C�2':#.I.2T TiESTINO - SUIMN6 OR DkIELLII�'+I.NtT SHALL13E PROPOSED SECOND FLOOR PLAN EXISI 2' TESTED ANC VERIFIED AS, AVINO <:S A- CH50 ICI C-Z4A, 5, A6A. CELLA IN OOR I I I i I ! I I I TESTINS SHALL ISI:.C.�7Ni�UGIEI�ICY AN-AP�'RIOVE0,THIRD PARTY.° 1 " = 1 '-0" 1 . 2 6 . 2 3 BELOW 26'-0' I I j I { R4Q2.$,4T 601"''IC3I,.I iTIOX,OLO "" R h N`I"A41I�II i � 1 � Ns L-SiUF�NIN+5 A P1*LIAWES �UIRE SM( IAL'GA RE. -EXCEPT'IQI�tT''i>lRE6T VENT'APPLIANCES 4^IITI�I:BOTH INTAKEE'A • I I I ' ' I I I { I I 1��CHALJSfi F'IP INSTALI:,EI� iTll+t�?U�.s T[9 T -.�t�"SIC�E I I ! I ! :R4053.2 DUGT"aEALINIS --1�bIST6,AIR HANI�L ,A41�C►1"tL.TEf� I I i I I i A�.i1l XES::A'1"TP'FJ..6, W SEA�.M.. , i � I liijlj I \ I BEDRM#1 O HALLWAY BAT RM#2 R .✓. L i!V V 1 1 ES 3_IN "".L✓'G//iJTS LL ME f""I' ES 'T ESTM i I IMTERMINIE,AIR LEAK,AOE. ' r,%(4Z'T'ION C%4T LI ACE 'f r1' I5 iJ 7T REd UIREt 1^IH :E EXISTING ROOF BELOW ! ! I I { i TI U`i'Tj AN17 ,JR, ' '��" , I.,Q ,',A� ,`)�N'rI L' I'�IIT}'II I ul III P u I a nl l I IL�.( T1I j� NO PROPOSED CHANGES I ii 0 w A��, R .S.✓;'WLVINca GAVI TIL"-:,� - SHALL NOT SE USM A�,S DUCTS Of; EXISTING ! I I T C) i /\ i I o } I / \ { i DECK BELOW I ; i ' I i i i , i I I ; ; ; ! R .4T MECHANICAL SYSTEM PIPINIS IN�WLATION - GA�:RYII 'FLUIDS >ID5°P OR �5°P:INSULATE TO R-'5 ?»'I.N. W I II ii Ii j � I i �y,r� �++� R-SS./..AbT 1�GI"IAISI�GAL 1/ENTILAfiiC�N �» THE 80ILI?IN6 a.�HA'-V."j-'BE- w PROVIOM KTH VETITILA4T1ON'THAT.MEcET'S� THE RE 1II�EMEN D'P BEDRM#2 BEDRM#3 BEDRM #4 I!"+6/J1MC- i A� ' \ i TI"E 11,CCHAI`lIGAA�L.VENTILATION RATE SrHARLL BE No oREATER I I I ( THAN t'��I x 6FA �. �5 X l� SEL�ROc�IS"-+ I) I GFA Gl�NDITIONED FLOOR AREA R4t�.'�. EQUIPMENT SIZINcS'.- P'ER A+�GGJ�+'I�'IA1�4tJEL.'�r SEt� t��i LOAL7'S.CALCULA'" V PER ALGA MA NIJEL.J' EXISTING DECK BELOW; I R404.1: LISHTINS- A4 MINIMUM OF 15 QF 'PERMAt ITLY P F INSTAWLL .I't?CTUI S MI T HAVE II I#-EI FIGAI ;Y,LA In. K_VOLTAt a'Lk"2"-I�T'I" EK�' V rr * I i ( jlilil Iii ; I SECOND FLOOR PLAN r ti = EXISTING SECOND FLOOR PLAN 77006 � 3/16" = V-0" 1 .2 6.2 3 SCALE AS NOTED FESSIO MARCH 2O21 A 103 3OF5 JANUARY 26 , 2023 4375 STI LLWATER AVE CUTCHOGUE NY INSTALL CHIMNEY CAP & SPARK LARR STOR AS CHIMNEY PER CODE EXISTING: SINGLE FAMILY RESIDENCE SPARK ARRESTOR AS PER CODE EXTEND EXISTING CHIMNEY TO EXTEND EXISTING CHIMNEY TO -NEW GABLE ROOF COMPLY W/ CODE COMPLY W/ CODE SCTM# 10 0 0- 13 7-0 3-3. 1 - - ZONE R-40 .36 ACRES LINE OF EXIST. ROOF --- - - NEW GABLE ROOF PROPOSED: TO BE REMOVED -NEW GABLE ROOF @ ADDITION - - -__ ---- ADD NEW 2 STORY ADDITION. ® ASPHALT/FIBERGLASS SHINGLES -LINE OF EXIST. ROOF INTERIOR RENOVATIONS TO EXISTING BEDROOMS, TO BE REMOVED _ KITCHEN AND DINING RM. VENT — _ ____ _ — NEW WINDOWS AND DOORS AS NOTED NEW EXTERIOR CELLAR ENTRY. EXISTING EXISTING NEW 0 / �\ WINDOW SCHEDULE \ NEW NEW FIXED // TYPE NOTES JIL-j O4N9'x3'5 3 8RIRSOCW235 1ST FL KITCHEN NORTH O EXISTING— AND. 400 SERIES CW24 2 4'-9'"x4'-0-1/2" RO 1ST FL DIN. RM NORTH EXISTING HOUSE BEYOND - - - NEW ADDITION O AND. 400 SERIES CW24 EGRESS 2ND FL BEDRM #4 NORTH TOP TOP OF SUBFL. 4'-9'"x4'-0-1/2" RO O AND. 400 SERIES CW24 EGRESS 2ND FL CLOSET NORTH WOOD SHINGLE SIDING TYP. WOOD SHINGLE SIDING TYP. WOOD SHINGLE SIDING TYP. 4'-9"x4'-0-1/2" RO OAND.2'-8"x1'4 -5" RO SERIES AR281 1ST FL KITCHEN EAST AND. 400 SERIES AR281 61ST FL KITCHEN EAST 2'-8"x1'-5" RO EXISTING / EXISTING EXISTING EXISTINGEXISTING NEW AND. 400 SERIES CW24 EGRESS O 4'-9"x4'-0-1/2" RO 2ND FL SITTING RM EAST O NEW O O 7 00 \ / \\ // \\ // 00 O 4ND"x4000 1SERIES Ro W24 EGRESS 2ND FL BEDRM #4 'EAST O 4ND"x4 0 /2" O 00 1 RO EGRESS 1ST FL OFFICE WEST AND. 400 SERIES CW24 EGRESS 10 4'-9"x4'-0-1/2" RO 2ND FL BEDRM #3 WEST — — TOP OF SUBFLOOR _ EXISTING ENTRY PORCH TOP OF SUBFL. 11 AND. 400 SERIES CW14 2ND FL STAIRWAY WEST 2'-4-7/8"x4'-0-1/2" RO EXISTING DECK NEW DECK SRES EXISTING ENTRY PORCH 12 ZND`�80x3E 5I 3/8"XR05 NEW CELLAR EGRESS NEW CELLAR DOOR 13 AND. 400 SERIES CW13 2ND FL BATHROOM EAST O I AND 400xSERIES CW13 TEMPERED I IEGRESSII I 14 PROVIDE WINDOW WELL @ 2'-4-7/8"x3'-0-1/2" RO TEMPERED 2ND FL HALLWAY I II '•—t+I— I — II II W EGRESS INDOW TO COMPLY DOOR SCHEDULE L -- -_JJ TYPE NOTES ANDERSON FWH 60611 ASR NORTH ELEVATION WEST ELEVATION O 1ST FL LIV. RM EAST 1 /4 = V-0" 1 . 2 6 . 2 3 1 /4" = 1 T-0" 1 . 2 6 . 2 3 © 3 6 „ANDERSON 31611 AR RO 1ST FL LIV. RM EAST © ANDERSON FWG6061 1 L 6'-0"x6'-11" RO 2ND FL BEDRM #1 SOUTH O 2'-6"'x6'-8" SOLID CORE INT. DOOR 1ST FL TOP OF CELLAR STAIRS s (2)2'-6"x6'-8" INT. DOOR - POCKET 1ST FL OFFICE O 4'-0"x6'-8" INT. BY-PASS CLOSET 2ND FL BEDRM #1 O 4'-0"x6'-8" INT. BY-PASS CLOSET 2ND FL BEDRM. #2 O 2'-8"x6'-8" INTERIOR DOOR 2ND FL LAUNDRY RM. O (2) V-6" INT. CLOSET DOORS 2ND FL LINEN CLOSET 2'-6"'x6'-8" INTERIOR DOOR 2ND FL BEDRM. #3 © 2'-6"'x6'-8" INTERIOR DOOR 2ND FL BEDRM. #4 INSTALL CHIMNEY CAP & INSTALL CHIMNEY CAP & SPARK ARRESTOR AS PER CODE SPARK ARRESTOR AS PER CODE ® 6'-011'x6'-8" BYPASS CLOSET DOOR 2ND FL BEDRM. #3 CLOSET EXTEND EXISTING CHIMNEY TO EXTEND EXISTING CHIMNEY TO EXISTING ADDITION COMPLY W/ CODE COMPLY W/ CODE O 2'-6'"x6'-8" INTERIOR DOOR 2ND FL BEDRM. #4 CLOSET NEW GABLE ROOF - LINE OF EXIST. ROOF __.___ __, NEW GABLE ROOF - — NEW ROOF ADDITION TO BE REMOVED � ASPHALT/FIBERGLASS SHINGLES -ASPHALT/FIBERGLASS SHINGLES - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - BEYOND \ -LINE OF EXIST. ROOF —TO BE REMOVED NEW GABLE ROOF @ ADDITION - / / \ LINE OF EXIST. ROOF - / TO BE REMOVED I ' N�W L. HE'GHT \ \ \ EXIST. EXIST. \ \f NEW SLID. GL. DR. EXIST. EXIST. \ NEW ADDITION EXISTING NEW 13 © / O / 6 \ SECOND FLOOR / NEW NEW O o / SAFETY ARRIER 0 \ / Y7811bT AUftW WTlA*,"M !x NCO!'N1ICAFP►b°DETAIL• GONIlGT IGN° Tt"S TO TOP PLAT' YRAP l OfAL4.SO AA.COL(STRAP TOP OF TOP"it 0 NNL PN.WIN16 TOP OF FLOOR TOP OF SUBFLOOR - - - - - - WOOD SHINGLE SIDING TYP. ...................... - WOOD SHINGLE SIDING TYP. ...,. • EXIST. WOOD SHINGLE SIDING TYP. EXIST. EXIST. EXIST. EXISTING EXIST. \NEW PATC DOOR EXIST. \ NEW «room 00 O O PROOM OPMNS POR NO" WNDOW OR EXTMIOK DOOR I HV ! IV DO TOP OF SUBFLOOR —}�� .T. [�I�� coNNeCTtvN Is — — — — — I �. I .. I No unaPr cbryrG I - I EXISTING DECK HIM . GM 0-"TH E NEAOMt AN!AT EXIST. NEW CEL AR DOOR un tr owoupw AT MA I l I NED•IIREDrAMEA l I I tlOTR7M OP 1lACtlt snm N moff H 1 TQ 020er7OR5 AT 00"SIRS AW AT TOP Alb ecTroM or LRPI°1.CIc I II EAST ELEVATION Mo°IM'•m 616 OR Arr fiOM0�T7NS ufiT lwlf-*L•COP GR.M COMRfICA 1 /4�► = 1 0 3 . 31 . 21 aTRA.V W I' MPwa.M ON"0 S TO,lKRLK9E GORROSm 1*9r8TAN:L s.Rwr m NAVE tart I2^eEAwNa aN riE sties Ppe AI.L wv+wwwF a GGrrrsTlDN AM P^AP MOCK fWLL PLATE AT PO MPA530N. W AGO UP40 R. UPLIFT CONNECTOR DETAIL SOUTH ELEVATION EAST ELEVATIONwq���* 1 ,/4 1 0 1 . 2 6 . 2 3 1 /4" = V-0" 1 . 2 6 . 2 3 W ELEVATIONS �sFo 77006 ��� SCALE AS NOTED MARCH 2O21 SSIONP� A 104 4 OF 5 JANUARY 26 , 2023 4375 STILLWATER AVE CUTCHOGUE NY EXISTING: SINGLE FAMILY RESIDENCE SCTM# 1000- 137-03-3. 1 ZONE R-40 .36 ACRES PROPOSED: ADD NEW 2 STORY ADDITION. INTERIOR RENOVATIONS TO EXISTING BEDROOMS, KITCHEN AND DINING RM. NEW WINDOWS AND DOORS AS NOTED NEW ENTRY DECK NEW EXTERIOR CELLAR ENTRY. ASPHALT/FIBERGLASS SHINGLES ROOFING FELT 1/2" PLYWD SHEATHINca NAILING/FASTENER SCHEDULE 2X8 @ 16" OC RAFTERS RIDGE STRAP: SIMPSON LSTA30 1-3/4"X11-7/8" LVL RIDGE POST TO RIDGE SHALL BE INSTALLED TO CONNECT EACH PAIR OF OPPOSING RAFTERS PER 3.2.5 OF WFCM 2001 R-2 1 INSULATION ALUM. GUTTERS & LEADERS TO / 2X6 @ 16" OC CEIL. JOISTS 8D COMMON @ 6•OC @ aPA PERIMETER ZONE 8D COMMON @ 12" OC @ PANEL FIELD REFER TO TABLE 3 8 WFCM - SBC DRYWELLS TYP. 1/2" GYP. BD. 8D COMMON @ GABLE ENDWALL RAKE NEW INTERIOR PARTITION NEW WOOD SIDING AS PER OWNERS CHOICE 2X4@ 16" OC STUD WALL PROVIDE (3) 3/8" THRU BOLTS TYVEK HOUSE WRAP 1 EACH END OF COLLAR TIES TYP 1/2"OM PLYWD.SHEATHING SIMPSON H7Z HURRICANE TIES 6D COMMON @ 3"OC EDGE 1/2" PLYWD. SHEATHING CONNECTING RAFTERS TO 6D COMMON @ 6- OC FIELD NEW 2X4 @ 16" OC STUD WALLS O TOP PLATES @ EACH RAFTER i R-15 BATT INSUL. o0 PROVIDE SIMPSON LPT4 OR 1/2" GYP. BD. @ INTERIOR EQUIVALENT TO TIE RIM BOARD TO DOUBLE PLATE TYP. FINISH FLOORING PROVIDE SIMPSON H6 OR EGUIVILANT TO TIE WALL STUDS 3/4" PLYWOOD SUBFLOOR OF BOTH FLOORS TO PLATE & 9-1/2" TJI 230 @ 16" OC BAND JOIST @ 16" OC TYP. PROVIDE SIMPSON H6 OR EQUIVALENT TO TIE WALL STUDS TO PLATE & BAND JOIST @ 16" OC TYP. PLYWD. FLOOR SHEATHING 8D COMMON @ 6" OC EDGE 2-1-3/4"x9-1/2" LVL HEADER W/ 8D COMMON @ 12" OC FIELD 3/8" STEEL FL. PL. LSTA 18 UPLIFT STRAP PROVIDE APPROPRIATE METAL CONNECTION WALL TO FOUNDATION PLATE WASHER, NUT & ANCHOR W/ 4-8d COMMON NAILS @ EACH END BOLT TO TIE SILL PLATE TO 2X12 ACQ LEDGER MASONRY FOUNDATION TYP @ FASTENED TO HOUSE FRAMING & FOUNDATION W/ z s o ES.OR12" FROM CORNERS & OPENINGS AND BOLTS TO BE MIN. SIMPSON 3/8"x3-1/2" SDWS EPDXY COATED 12" DEEP. TIMBER SCREWS @ 12" OC STAGGERED O RAILING AS PER CODE j i I 4X4 POSTS BOLTED TO DECK FRAMING W/ 1/2"x6" SDWS EPDXY COATED TIMBER SCREWS I i. ............ 2X18 @ 16" OC DECK JOISTS FINISH FLOORING TECO TO LEDGER AND 3/4" PLYWOOD SUBFLOOR ANCHORED TO GIRDER W/ 2X10 @ 16" OC FL. JOIST` SIMPSON HS HURRICANE TIE R-30 BATT INSUL. 1J 2-2x12 ACQ GIRDER ASSEMBLED W/ 2 STAGGERED ROWS OF 3" SCREWS SPLICES @ PIERS ONLY. 6X6 ACQ POST ANCHORED TO 14" DIA PIERS W/ SIMPSON PPBZ PORCH POST BASE 2X6 ACQ SILL PLATES BOLTED TO W/ 1" STANDOFF & EPDXY COATING 8"x8'-0" POUR. CONC. FOUNDATION TREAT ENDS OF POSTS W/ 4" POUR. CONC. SLAB PRESERVATIVE 2-2X12 GIRDER ON 3" STEEL COLS TO 18"x18"x8" CONC. FTGS a. 4' •a +4 4 4 PLUMBING RISER DIAGRAM 4. W�150.TIGHi irt0�0 I I I SECTION # 1 SECTION # 2 3 / 8 " _ 1f _ 0 " 3 / 8 „ _ 1 , _ 0 „ BATH#2 I I a.e I 13 KITCHEN BATH#1 o T. r vc I E-1.—C SYSTEM F W will W �s�op 7006 SECTIONS ssl SCALE AS NOTED MARCH 2O21 A 105 5 OF 5