The URL can be used to link to this page

Home My WebLink About46051-Z F l'f % Town of Southold 10/23/2021 P.O.Box 1179 o _ 53095 Main Rd 4, o Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42462 Date: 10/23/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 675 Westview Dr.,Mattituck SCTM#: 473889 Sec/Block/Lot: 139.-1-20.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/29/2021 pursuant to which Building Permit No. 46051 dated 4/8/2021 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 screened porch and carport,to existing single-family dwelling as applied for. The certificate is issued to Herman,Larry of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46051 10/4/2021 PLUMBERS CERTIFICATION DATED 10/13/2021 )Tth Piecuc d ignature TOWN OF SOUTHOLD �o�gOfFQI�cO ay BUILDING DEPARTMENT C, z TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46051 Date: 4/8/2021 Permission is hereby granted to: Herman, Larry 5810 Riverfront Dr Palmyra, NJ 08065 To: construct additions and alterations to existing single-family dwelling as applied for per Trustees Non-Jurisdiction letter. At premises located at: 675 Westview Dr., Mattituck SCTM # 473889 Sec/Block/Lot# 139.-1-20.2 Pursuant to application dated 1/29/2021 and approved by the Building Inspector. To expire on 10/8/2022. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $1,192.00 CO-ADDITION TO DWELLING $50.00 Total: $1,242.00 Buildiv Inspector t®f so Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlin(aD_town.southold.ny.us Southold,NY 11971-0959RR�p C®U1111 tl�p tl 5 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To, Larry Herman Address: 675 Westview Dr city.Mattituck st: NY zip. 11952 Building Permit# 46051 section: 139 Block. 1 Lot 20.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Creative Touch Electrical License No: 38781 ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 63 Ceding Fixtures 11 Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt 9 Wall Fixtures 13 Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 48 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan 3 Combo Smoke/CO 3 Transformer UC Lights Q' Dryer Recpt Gas Emergency Fixtures Time Clocks Disconnect 2 Switches 55 2'LED 2 Exit Fixtures Pump Other Equipment: Hood, Gas Cooktop, Gas Oven, Fridge, DW, Micro, W/D, Towel Warmer Notes Whole House Renovation Inspector Signature: Date: October 4, 2021 S.Devlin-Cert Electrical Compliance Form OF SoUTyolo Town Hall Annex 4 Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION � I Date: 3 f Building Permit No. Owner: XrnO4 (Please print) Plumber:SMII�,�` i (Please print) i I certify that the solder used in the water supply system contains less than 2/10 of I% i lead. , tj (P bens Signature) I Sworn to before me this �3 day of 20L.2L SUSAN A.RIZZO Notary Public,State of New York No.01 RI6183459 Notary Public, County Qualified in Suffolk County Commission Expires March 17,20,W R ,/ 0ES0GTyO� �(O®S1 & 75-5- W gF-g-r-V ro-'" V r` # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY--- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE 0 ZI INSPECTOR # TOWN OF SOUTHOLD-BUILDING DEPT. `ccourm,� 765-1802 - 1 NSPEC ION , [/FOUNDATION 1ST [ ] OUGH PLBG. [ OUNDATION 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 K o �� REMARKS: ,., 6VOLlk4 Aw�( ' k 1�m7k le �JUOL) V i� b DATE INSPECTOR OF 50UT # # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION [ ]. FOUNDATION 1ST [ ] ROUGH PLBG.- [ ] FOUNDATION 2ND [ ] INSUL-ATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY ' [ .- ] FIRE SAFETY INSPECTION' [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: apt l DATE INSPECTOR �� p �o�aOF SO(/Tyo� # -TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 . . -INSPECTION [ ] FOUNDATION 1ST- [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [_ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING IL/FINAL -/W*Ts [ ] FIREPLACE & CHIMNEY ' [= ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT-PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE to $ ZO2 INSPECTOR Jason M. Ormond, Architect 12o Mill Road,Westhampton Beach,NY 11978 phone(631)897-3775 fax(631)288-0549 April 28, 2021 Town of Southold Building Department Reference: Herman Residence 675 Westview Drive Mattituck, NY. To whom it may concern, In regards to the Herman residence at 675 Westview Drive, the insulation has been installed as per plans and NYS code requirements. Please feel free to contact me if you have any questions. QF-®A�C Very T 0y�0 Jaso onVC it cit ®3334& ,rfiOF N yp FIELD'INSPECTION REPORT 'DATE COMMENTS ro - 1 O FOUNDATION(IST) j -------------- ---------------------- FOUNDATION ------w---`--------FOUNDATION(2ND) O two" oe- 2 e ROUGH FRAMING& S H PLUMBING t� y INSULATION PER N.Y. STATE ENERGY CODE O FINAL ADDMONAL COMMENTS 0 rn db `C y � z _ y d C�1 b y �o44�yfF0( ��G� TOWN OF SOUTHOLD—BUILDING DEPARTMENT H Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtowm.gov Date Received APPLICATION FOR BUILDING PERMIT51 t For Office Use Only PERMIT NO. Building Inspector: JAN 2 9 2021 r,�,�._':J x�r w�;s,..�"_'i r- `,,rv4„•"""-'::,�,x,�.`v'^ .+,..<•�,_� z,-'"-;t -�-'„±,v -- r&✓"., mac_: -r*�--�,�• Me„,=i°L-'t�g" _-�c � '- ?'-i.�,s,`� =,-a�^.:r��„.,y.__ �'.2,'a �s�.�.="-''=;'�t� `y,,,x �.pv..,-�s;-c• ?,<•_ _ �[� rApplisatio�s a,nd,.forms;must tie fJled out in;;thelwtire "-= ?��,';= ,"¢y,' osj.. �- ,4�.:.s„n+r r1�{;`v..,� "., i.trf`�>,,.,"'�,.,,,,,,.,,.lr..,�..,'". c�.'d'-1, Y�r" G",p s inq,�•' hf P ,applicatibnswilF'n cit e�ac'ceptecl,�'Where=tFie�l4pplicant',isnotttie'owneran��'rY ��'-.��'�� -�'��2��'• Oviner's_Authoriiation form�(Pag • x :_ ��r�.��'��A°"' ��"��.•< e=2�=stiallkie4completecf;; µ. -p ;,t.. «,::�" ;tt1F";is•R�.4�tt��'_6.�:�'1t+�r�^=�.yy�;�r;�;.ra;•�ta?��"��*,z,a,, „��fi�";;�,p”'��,� r�{.,��,,�;:f;,,u�,-.��F1,i.,w;",..,�, .fir', "`+wx.,.fiC_ ,+hr.��'k,:`s'N,R„fi��r�:J:H"a... -,�x`�"1.x� `4°� �`.�r;:-ea-,�.,e"i,�a'".f•.;rss„�'' Date: "� - .,�, ,-..#_; -,..,.,3 �.'.��-3e�''�rvh,._��:?%' v_.. ..�; �,wi.'.,..,,a��ca;.;y.,,. .s�.,'��t,e��'-�.7;�,#.'�`-se��'x'Y'�:�-�Y` wiva �;,;'•a�_ a,.r 5- -4 .;F'z'�.,, w^-`_= 3µ •u_ '.g,_ ,^c z.,.0 Via;'; "�.. ,'x.ro "•k� �^^>n��; ;�`. x'+-'x b b •tea ,+�'%I; Name:Larry and Jane HermanscTM#1000-139-1-20.2 Project Address:675 Westview Drive Phone#:See below Email:see below Mailing Address:se_e below �s- ^��'... ft„ts• ,{>l` _ 'i�ef:£Z,: �".;&`n�i-n, ,d,'-nsrr_ ^"(�.°,e- �'."F��':f._2,•_`SY.i�._.�•--------------- - _ <<�U-. .,fi.,^• _ - K"', rw7-��i's m�:v'��:: £`s�,,,., =``t'_-,y--,,,+ ..t. r P�x ot:-=�: :,� � � a =�xr�,;;<y�s .7.;� `^r°� _,.,�„�rt,,, �a,v„` -?xri:�,'�E, y.�.,�.,-,v�..��, ”-�re r w t;k�",a. .',1�:,,�.s?,- „3+�3,n,'�,;'' .oY r„� _��+• u` - '�`°:�'i .ik�,.:ra� �'�"- ,1.Z,r.• ,^"+`` c-�( Seu^';`ma�'r'v,°;,,n, =n.�2, <,n-,.,+.-4 w'' `>~�9.:v„m,��.,wk„` s.�,.�r�,r+,+i,.z.--_ t, „K��1:' ,3e �'°� �>. _�.' ,��, rrt. "'�1,t. >`:'t'eta' ,y's'„ _ ,�? - r.r<--,�+ed,•-x^"%:'.< ;`tt,.,.,�_.a t.".r-,�.s",, ''tz<.�; ,�z,ti u.t,��.7,�ttigr�, .f�C IVTACT;PEIt50lNiw,�:�, ',�.: �„ �,. -� ��p��F�,^. - .�;_F.,,� � ry: ^ �_ �. h _�,,,,., .?,.,,z.=r "��. a> .`�i.`"!,��;" .n','x'�a"�kF< _s,r � y'Ad,�'ei',�=,.„�..-a,""a',.. •".�1,:"'y-.,?r,.u,•.ca� ”' tr..'=.'ti�,a�h' ^�, Name:Steve Caputo._� ....__.,,..-. Mailing Address:PO Box 1445, Westhampton Beach NY 11978 Phone#:631-260-9924 Email:admin@permitguy--o_rg_" wT,.xa pis r,� u;�,r`rrn m ,�MrY, - .�., �x �.r�, , sb �4r� t{.9;•g;"�,x .�z�-,.� t„ .�� ",�.��rcts s�sr,=�e.s, `r,. - _ - ,,Cr..,�. << +r,`-'.. ., &£?z.` y,:;. -`-�s-€�F+.",,; ftt� ";cs'm-S°: Yk,,ejsy=`. • H'r'"kF- - ,.^F"F;sc�r ,� - _%.Y.^ `,ter_ -. ,J;.t �4�?:.x „G�:W: �''`r'« _"'Ai„•,,.-ca.`,,, } ''DESIGNPR4FESSIONAC-INEORM74'f�ION: � �'�' *�;' nr'� � �-�-=-'=y'"" `��, ��-- '�.��-��,� e:. �i�w_"� �'�; _rte --^*3-�'�;.r„ -�:x�'1;:'�� d„ -- -�_• — �= _t-.._� -.;�.,�..,-�'s=�,,,_ .,r'.��.�ra Name:Jason Ormond Mailing Address:120 Mill Road,Westhampton Beach NY 11978 Phone#:631-897-3775 Email psop@jMqarchitect.com 4kr�Cs�,C,,i1wxN1s1x1,�T`°R.�✓Asea�O__ Ra5n,r,�I,�,3}1!:F,z^Oy,"".R<t'-,t,��'3�h�!,��A.,Tn'",I,xYa�N�°�iej�,`a,'.,R,k�'-�_Fin=�-r3s,.y`„...� � `;.+tw ,.,-° ,h�-�°3.t�r zv�. ,?- +, r �3.a'S%•�, ...4v.�",°.Srx,r` V �` �xte :,€i ,'r px�,Sa,�;�;•e ��':��-..�, .,��-,°s,,.��.-�„�,aq`k'',�.:;<'„,zM tF�-y,+...�`��:'�m�.zx� .�'�,....x:'s�.>ir Name:Custom Island Homes Mailing Address:50 Main Street,nWestham ton Beach, NY 119768 ` Phone#:631-325-3925 Email: - o-�"""; k!•r'�1 �, i.'i, .ri"X:Jn"v�-^',�� ,.,�^�.r3:;t��', r,.V?^ - .,^'Uax� �t%°`r �.�. •'y`" 'n';.. y �,,�..2 "r„Y.;x4a:n.,.;.-;.,-',a,;�� ?Yiv:,�i�'"; ,.i#- '�-D � .I^:. r. -'i.��'-,_ ",�L'iu_=,"'x`a,'F•'Ez'F 2�=;�:^._tiJ�,.�v,.�'-,ri._ - •,?.'.<t N _ st,,• ;�+``t"<'.,�r.,�.5r ,�_ - -' - -- - __ -�":�,""�'.' s°te-^,.£C^"�Js' �'--• - �"� m=""_it- ^II'��•wF�'c="-` T ,r•:'�., "sir t”`�,Vii.".2 ❑New Structure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $652,401.75 Will the lot be re-graded? ❑Yes R No Will excess fill be removed from premises? ❑Yes BNo 1 Existing use of property:single family dwelling Intended use of property:Single family dwelling Zone or use district in which premises is situated. Are there any covenants and restrictions with respect to R-40 this property? Dyes RNo IF YES, PROVIDE A COPY. I -Check',B6k-Aftqr,,Reailng:.--Ae,*h6l�i ,0�00��4'�"qn#ptdr 1psues:a�proviildd-by" 4PUCA110NISHERE AY�MA, ChpAer,210 40 id". et 1�ii6i 14km P� jiyrsupfit 6',thd 8611ding Zdrii'�' &'A�Mlln 34 Application Submitted By(pr e Caputo @Authorized Agent 0Owner Signature of Applicant: Date: STATE OF NEW YORK) ':�' SS. COUNTY OF Steve Caputo being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, A — (S)he is theAgent (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 r2- dayof T"L/Ln22:� 20 Notary Public DENISE HAMILTON PROPERTY OWNER AUTHORIZATION Notary Public-State of New York No.01 HA6153762 (Where the applicant is not the owner) Qualified in SUFFOLK COUNTY My Commission'Exp. 10/16/2022 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 Glenn Goldsmith,President ��®F ®Ujy® Town Hall Annex = 54375 Route 25 Michael J.Domino �® y "® John M.Bredeme er III2, P.O.Box 1179 Y �` Southold,New York 11971 A.Nicholas Kru skiry �' p d® Telephone(631)765-1892 Greg Williams �® �`a Fax(631)765-6641 " Comm , BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD December 23, 2020 Richard Jensen Custom Island Homes Inc. 50 Main Street Westhampton Beach, NY 11978 RE: LARRY HERMAN 675 WESTVIEW DRIVE, MATTITUCK SCTM#: 1000-139-1-20.2 Dear Mr. Jensen: The Southold Town Board of Trustees reviewed the survey of Peconic Surveyors, P.C., last dated September 29, 2020 and determined that the proposed addition of a carport in the front, addition of a screened in porch in the rear and the installation of a small pool on the captioned property is out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no clearing, no removal of vegetation, no cut or fill of land or removal of sod, no construction, sedimentation, or disturbance of any kind may take place within 100' landward from the top of the bluff, or seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without further application to, and written authorization from, the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area i 2 between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm, This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, n I�k Glenn Goldsmith, President Board of Trustees GG:dd Or BUILDING DEPARTMENT- Electrical Inspector , dsu kC APR 19 2021 TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 00 r,,-,TT DING Southold, New York 11971-0959 "Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrO-southoldtownnv.00v- sea ndCcD-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION' ELECTRICIAN INFORMATION (All Information Required) Date: LZ Company Name: C'�,- ,,,� ;;o;"'uc,1- Z--2e-c-A—, Name: License No.: email: Address: ,49, o . g lf 3 /v -9? Phone No.: pro- &yo JOB SITE INFORMATION (All Information Required) Name: el 01%A,.� Address: -:;L-5 Cross Street: Phone No.: Bldg.Permit#: y(p p / email: Tax Map District: 1000 Section: /3$- Block: :5)1 Lot: 2o. Z BRIEF DESCRIPTION OF WORK (Please Print Clearly) f7nii S� / r•i� O .�S� �'��'. ��K.-C'. iv e uJ �CJ r r i✓ O fJ/G� e Circle All That Apply: Is job ready for inspection?:, YES NO Rough In Final Do you need a Temp Certificate?: YES /(N Issued On Temp Information: (All information' required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect-Service Reconnected - Underground -Overhead # Underground Laterals 1 , 2 H Frame Pole Work-done on Service? , Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection FormAs .. V) !� v PERMIT# ddre I W- / �Ir LA Switches Jt I , �- Outlets a � Q GFI's �( Surface Sconces H H's UCLts Fans 1 Fridge HW r Exhaust Oven Dryer Smokes I DW Service Carbon Micro Generator Combo Cooktop Transfer AC , AH Special: v '✓ (" `� ( G 1 Va Comments. 46?Vl V u r� � g�FPQI.Ir BUILDING DEPARTMENT moo cO� TOWN OF SOUTHOLD y x Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802-FAX (631) 765-9502 Date SUFFOLK COUNTY DEPARTMENT OF PUBLIC WORKS COMMISSIONER 335 YAPHANK AVENUE YAPHANK, NY 11980 Dear Sir: In accordance with Section 239f of the General Municipal Law of the consolidated Laws of the State of 1 Name,&Address of Applicant ZQ kvici , 4e-vlVKOh has applied to the Town Of Southold for issuance of a permit in reference to property located on the: NOS' E W side of kXV- -T C.R. Distance ��!8 N S E(S OP '�3v Village f Town o1Ck As shown on the attached survey or site plan (3 copies needed), dated We shall withhold further action on this application for ten (10) business days for the aforementioned Section 239f 4 Very Truly Yours, Building Permits Only Building Inspector Date: APPROVED / DISAPPROVED / APPROVAL WITHHELD to the Town/Village pursuant to the General Municipal Law subject to the stated conditions: SUFFOLK COUNTY DEPT. OF PUBLIC WORKS By: CHIEF ENGINEER CONSENT TO DgSPlECnON the undersigned,docs)hereby state: C�wr�er,(§)Name(s) That the undersigned(is)(are)the owner(s)of the premises in the Town of Southold,located at , which is shown and designated on the Suffolk County Tax Map as District 1000, Section /59 ,Block_I Lot -g®. Z That the undersigned (has)(have)filed,or cause to be filed,an application in the Southold own Building Inspector's Office for the following: That the undersigned do(es)hereby give consent to the Building Inspectors of the Towyn of Southold to enter upon the above described property, in, any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application,inclu ding inspections to dete i 'me that said premises comply with all of the laws,ordinances,rales and regulations of the Town of Southold. The undersigned,in consenting to such inspections,do(es)so-with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws,ordinances,aisles or regulations of the Town of Southold. Dated: gn Z14ava�I -e) MAV'/ (1Print Name) (Si ) (Print Name) CONSENT TO INSPBCDON Jovle , 1W%.rAkACn ,the undersigned,do(es)hereby state: Cwner(�)Wame(s) That the undersigned(is)(are)the own,er(s)of the premises in the Town of Southold,located at , which is shown and designated on the Suffolk County Tax Map as District 1000, Section A34 ,Block i Lot -Zo. 2 That the undersigned(has)(have)filed,or cause to be filed,an application in the Southold Town Building Inspector's Office for the following: That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property,including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application,including inspections to determine that said premises comply with all of the laws,ordinances,rules and regulations of the'Town of Southold. The undersigned,in consenting to such inspections,do(es)so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws,ordinances,rules or regulations of the Town of Southold. Dated: �,3L o oZ 0 C ' (Signature) (Print Ilam) (Signature) i('Prnnt N=C) i BuRdIne Department Applieaflon A TTS ORMATION (Whm iheApplimt is nDi She mer) I, e— Q residing at 61 S (Print pr perty owner's nmme) (Maibng Address) do hereby 15q- 44)e—, � ca (Agent) to apply on my bebl alf to the Southold Building DeparimcnL (OW er's Signature) (Dale) {P int Owner's Name) AGENT LETTER i, Larry Herman being duly swom,depose and say that I am the owner of the premises located at: 675 Westview Dr. Mattituck , NY And I am designating: Steve Caputo, The Permit Guy to represent and act on my behalf as my agent,and to file the necessary Documents to obtain a Building Permit and/or Certificate of Occupancy. La m Sworn to before me this Day of 02L&X 12020 Notary Signature&Stamp BETTY A.RARICK NOTARY PUBLIC OF NEW JERSEY MY COMMISSION EXPIRES MAY 20,2023 ID#2213520 Permit Us Inc d/b/a/The Permit Guy•Post Office Box 1445 Westhampton Beach,NY 11978 Phone:631766.4702 • Email:Steveae permitguy org i i atlantic city electric® An Exelon Company ' .,:_ a FIND TIPS;AG PROGRAMS THAT HELP Learn more at atlanticcityeledric.com'/WaysToSave How to contact us \� Summary ®f Our charges E I Total amount due by May 27,2020 https://voter.svrs.ni.gov/registration-check/results?firstName=Jane&middleinitial=M&lastName=Herman&dob=03%2F1957 10/8/20,9.21 AM Page 3 of 0 �® CERTIFICATE OF LIABILITY INSURANCE FDATE(MM/DD,YYYY) A 1/27/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NOME CT Ma Lou Miner Borg&Borg Inc. PHONE FAX 148 East Main Street c rvo Ext 631-673-7600 a/c No):631-351-1700 Huntington NY 11743 ADDRESS: certificates@borgborg.com INSURERS AFFORDING COVERAGE MAIC# Ucense 'PC-648965 INSURER A:Southwest Marine and General 12294 INSURED CUSTISL-01 INSURER B: Custom Island Homes, Inc.11g Lester Walsh INSURER C: PO BOX 842 INSURER D: WestHampton Beach NY 11978 INSURER INSURER F: COVERAGES CERTIFICATE NUMBER:577430611 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MM/DD MM/DD A X COMMERCIAL GENERAL LIABILITY GL2021LHB00039 1/26/2021 1/26/2022 EACH OCCURRENCE $1,000,000 CLAIMS-MADE F OCCUR DAMAGE TO ENTED PREMISESTO occurrence $100,000 MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $2,000,000 POLICY a jE a F-1 LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER. $ A AUTOMOBILE LIABILITY GL2021LH800039 1/26/2021 1/26/2022 COMBINEDSINGLELIMIT $1,000,000 Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLYAUTOS X HIRED X NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident UMBRELLA LIAR HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION I SPER OTH- AND EMPLOYERS'LIABILITY YIN TATLITE ER ANYPROPRIETOR/PARTNER/EXECUTIVE ❑ N/A E.L.EACH ACCIDENT $ OFFICER/M EMBER EXCLUDED? (Mandatory In NH) E L DISEASE-IA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Town of Southold is an additional insured to the fullest extent permitted by law when required by a written executed contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 53095 Route 25 P.O.Box 1179 AUTHORIZED REPRESENTATIVE Southold NY 11971 ((// l] /7 `' O ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD /AP--Wb\oN*l NYSIF New York State Insurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE DSIRAAAAAA 870739884 BORG&BORG INC 148 E MAIN ST HUNTINGTON NY 11743 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER CUSTOM ISLAND HOMES INC TOWN OF SOUTHOLD PO BOX 842 53095 ROUTE 25 WESTHAMPTON BEACH NY 11978 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12154523-1 455867 07/19/2020 TO 07/19/2021 1/27/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2154523-1, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. LESTER WALSH,PRES OF CUSTOM ISLAND HOMES INC (ONE PERSON CORP) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:29507442 U-26.3 'W Workers' CERTIFICATE OF INSURANCE COVERAGE SLATE Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1 a.Legal Name$Address of Insured(use street address only) 1 b.Business Telephone Number of Insured CUSTOM ISLAND HOMES,INC. 51 N.BAY AVENUE 631-294-9055 EASTPORT,NY 11941 1c.Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured(Only required if coverage is specifically limited to certain locations in New York State,i.e.,Wrap-Up Policy) 870739884 2.Name and Address of Entity Requesting Proof of a Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) Town of Southold HARTFORD LIFE AND ACCIDENT 53095 Route 25 3b Policy Number of Entity Listed In Box"la" Southold, NY 11971 LNY816393 c Policy effective period 01-01-2021 to 12-31-2021 4.Policy provides the following benefits: ❑✓ A.Both disability and paid family leave benefits. ❑B.Disability benefits only. n C.Paid family leave benefits only. 5.Poiic overs: V A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. n B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 01-27-2021 701 /- (Signature of Insurance carrier's authorized representative or NYS Licensed Insurance Agent of that Insurance carrier) Telephone Number (212)553-8074 Name and Title:Elizabeth Tello—Assistant Director,Statutory Services IMPORTANT: If Boxes 4A and 5A are checked,and this form Is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If Box 46,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law.It must be mailed for completion to the Workers'Compensation Board,Plans Acceptance Unit,PO Box 5200,Binghamton,NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board (Only if Box 4C or 5B of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed B (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance callers licensed to write NYS disability and paid family leave benefits Insurance policies and NYS licensed Insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to Issue this form. DB-120.1(10-17) 111111III'I"I�'I0I'1II�I(�I!III'.II'lll IH SURVEY OF PROPERTY N A T MA TTIT UCK TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. 1000-139-01-20.2 BROWERY ROAD SCALE.' 1'=30 APRIL 28, 2020 JULY 14, 2020 (PROPOSED POOL) SEPTEMBER 29, 2020 (PROPOSED ADDI T7ON) FEB. 18, 2021 (F.FLR..ELEVA 77ON) MARCH 30, 2021 (PAR77AL TOPO& REVISIONS) VON ,5•� 99-JA WATER ^�. V C �_MEfER N�1• p2�j BB PIP CMF EBOB Q > N PIPE `ELEC. �'� Nei, METER Jo� ® WELL � J v v m6 '-k 116. mm m mm � CURB END l1.9'E � n JDW m BB CURB GRPV�� EXISTING CURB 2�SEO �,� s� TO BE REMOVED "-PRpPPpRS CONIC. Ft FE.END CP I. 0.5'W 2 FR• CONIC. Ste' RP u/c / . GP EXISTING BAY WINDOW cG AVER �, TANK PROPANE � 0 BE REMOVED STOOP ,N �m STEP 3 �' �• DCISCHIMNEY BE a' '0 BE REMOVED OVRB K �'• w BBPP�ER SPL 24 OAC EXISTING GREENHOIISE t� zp d FR. J 2 4a.9' ,, 5' 3E,�9PR �'• ' 1GREEN HOUSE N O FNoSh c�0 1.2'w MINA AGAR ABI HIM fAgO? 208LEND ?ON W ��" SCREBpN WOOD CONC. 20 P XDGE ® Lp BLOCK X/ ED DW WALL GRAVEL DW a. PROPOSED, �y C0� O.1'E 'POOL / BLOCK �2 // / 0.1'E STEPS �1�� .( /1 POSED POOL i-- -12 E fOPOS pp� ENCLOON ALLL OFF - -Elft�MENTT PAD / -" SIDES STRAUSS LING TRUST ,1� PROPOSED 6'0 POOL DRYWELL I,-. c3,e,' - RAIN RUNOFF CONTAINMENT PROPOSED HOUSE & GARAGE 1866 sq.ft. / GREENHOUSE 158 sq.ff. 'o/ o SCREENED PORCH 228 sq.ft. / CARPORT 279 sq.ft. DECK 109 sq.ft 109 sq. 2640 sq.ft. 2640 x 0.17 x 1 = 449 cu.ft 449/422 = 10.7 VF *00 ,. PROVIDE 3 DWs 8'0 x 4' DEEP = 12 VF CONNECTED BY GUTTERS & LEADERS ----------------- LOT COVERAGE LOT AREA 46,938 sq.ft. EXISTING / PIPE _6 pF MARSH HOUSE & GARAGE 1876 sq.ft. / .--'EDGE GREENHOUSE 158 sq.ft. " DECKS 337 sq.ft. 2371 sq.ft. 2371/46935 = 5.1% / / $ 0 PROPOSED HOUSE & GARAGE 1866 sq.ft. bG GREENHOUSE 158 sq.ft. c� POOL 144 sq.ft. G� SCREENED PORCH 228 sq.ft. �.�� CARPORT 279 sq.ft. _n DECK 109 sq. 2784 sq.ft. 2784/46935 = 5.97. ----------------- KEY = REBAR ® = WELL ® = STAKE � = TEST HOLE OF ® = PIPE <�+ ® = MONUMENT = WETLAND FLAG •,, .� <'f• cC)-) = UTILITY POLE 'ro ELEVA77ONS & CONTOUR LINES ARE REFERENCED TO NGVD ,° V. 4�,. ��- Y.S. LIC. NO. 49618 .:l ANY ALTERARON OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SECTION AREA= 46,938 SO. FT. PECON/aZURVEYORS, P.C. 7209 OF 7HE NEW YORK STA 7E EDUCA77ON LAW. EXCEPT AS PER SECTION (631) 765-5020 FAX (631) 765-1797 7209—SUBDIVISION 2 ALL CER77FICA77ONS HEREON ARE VALID FOR THIS MAP TO TIE LINE P.O. BOX 909 AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. 1230 TRAVELER STREET SOUTHOLD, MY 11971 20-014 N i SURVEY OF PROPERTY A T MA TTIT UCK TO WN OF SO UTHOLD SUFFOLK COUNTY, N. Y. 1000-139-01-20.2 gRpWERY ROAD SCALE: 1'=30 APRIL 28, 2020 JULY 14, 2020 (PROPOSED POOL) -J `^I�S 99• WATER �� Vv�- METER 1 AID �g IRON CMF N DGE pf N PIPE �ELEC. Q, METER J� 0 ®WELL m O s a m� � 2 CURB END 1.9'E 68 CURB n m 1 DRpVR� �cn 2�1 ONC. ? FE•END 2�6 0.5'W � CONC. S�• GE J GPRP U/G n R/0 PAVER " PROPANE STOOP 33� .' �� TANK STEP �y CURE K •w w 9BPPR W� 2� BOAC 20 LA CHIM. J FR' S(`( e '' GREENHOUSE) N/0/F 0 48 9 HI Nom. Z \A0�53 DECK ' WALL END MINA AGARABI 0.8'W WOOD ND 2OECK WOOD CONC. LONER EDGE ®u BLOCK END X/X GRAVEOL WALL cs. PROPOSEC CONC. 1� POOL FO'EE D BLOCK STEPS X X PROPOSED P0:L PROPOSED POOL ENCLOSURE 1G' OFF EQUIPMENT PAD POOL ON ALL SIDES N/O/F ( PROPOSED 6'0 STRAUSS LIVING TRUST `/ POOL DRYWELL ASN �DOf�i l01 7. CID Ile ►r ,,��ASN I LOT COVERAGE ,ie LOT AREA 46,9J8 sq.ft. EXISTING PIPE " MARsti" NY / 16'1. HOUSE & GARAGE 1876 sq.ft. GREENHOUSE 158 sq.ft. " DECKS 303 sq.ft. 2337 sq.ft. 2337/46935 — 5.0% ----------------- N� PROPOSED / •NIZI HOUSE & GARAGE 1876 sq.ft. POOL 80 sq.ft. / c< DECKS 303 sq.ft Gr 2259 sq.ft. 2259/46935 = 4.8.x' ----------------- �P KEY Q = REBAR ® = WELL ® = STAKE = TEST HOLE G DOCK ® = PIPE 0G�� OF tlC- ® = MONUMENT � •�, ` = WETLAND FLAG � f,w yfil = U71LI TY POLE rfJ s ELEVATIONS REFERENCED TO NA VD 88 a �-•`�"�1` �-•'�` . LIC. NO. 49618 ANY AL7ERA710N OR ADD17ION TO THIS SURVEY IS A WOLA71ON OF SECTION AREA= 6,938 SQ. FT. PE�CINICiSUfZVE�'ORS, .P.C. 7209 OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION (631) 765=5020 FAX 631 765-1797 7209-SUBDIVISION 2. ALL CERAFlCATIONS HEREON ARE VALID FOR THIS MAP TO TIE LINE ( ) AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL P.0. BOX 909 OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. 1230 TRAVELER STREET SOUTHOLO, N. Y. 11971 20-014 SURVEY OF PROPERTY A T MA TTIT UCK TO WN OF SO UTHOLD SUFFOLK COUNTY, N. Y. 1000-139-01-20.2 gRpWERY ROADSCALE.• 1'=30 APRIL 28, 2020 JULY 14, 2020 (PROPOSED POOL) SEPTEMBER 29, 2020 (PROPOSED ADD/770N) FEB. 18, 2021 (F.FLR..ELEVA77ON) O F�j 'z WATER METER N�1'�ZP OMGt g8 ��ON CMF ' EOG�Q FEB 2 2 2?21 a NQ PIPE ELEC, Q METERLll m om ® WELL (P my Q4 J o ll ..l S a CURB END d 1.9'E J DW m BB GVRB G�� EXISTING CURB ZA TO BE REMOVED iPROPpO� CONC. GpR FE.END ii 2�0 0.5'W FR• �A U/Gq CONC, 5 RPG J � �� GP PROPANE EXISTING BAY WINDOW � D nG RST/OOPAVER A TANK TO BE REMOVED /� �m STEP3 EXISTING CHIMNQ GARB � w 10 BE REMOVtD 689 N 2A OAC ul GREENHOUSE � 200 � FR• S N GREENHOUSE N 4s.9' ,,� � NO��Sz2 1.2'W MINA/AGARABI HIM o Ff�A,3 PROQoN�o 0 12�' 0 WEND SGREEGN CONC. WOOD P EDGE 0 BLOCK / o X END OF c WALL GRAVEL DW PROPOSED POOL ? FE.END BLOC C. �0 O.1'E BLOCK STEPS X X PROPOSED POOL PROPOSED POOL ENCLOSURE 10' ')FF EQUIPMENT PAD POOL ON ALL SIDES N/O/F ( -� PROPOSED 6'0 STRAUSS LIVING TRUST v POOL DRYWELL jog:%''. of �' RAIN RUNOFF CONTAINMENT PROPOSED \ HOUSE & GARAGE 1866 sq.ft. 100 GREENHOUSE 158 sq.ft. .0. SCREENED PORCH 228 sq.ft. CARPORT 279 sq.ft. DECK 109 sq ft109 sq.ft. 2640 sq.ft. W c0 2640 x 0.17 x 1 = 449 cu.ft. ol 449/42.2 = 10.7 VF 03 PROVIDE 3 DWs 810 x 4' DEEP = 12 VF N. CONNECTED BY GUTTERS & LEADERS -------------- , LOT COVERAGE �o LOT AREA 46,9J8 sq.ft. EXIS77NG PIPE MSN HOUSE & GARAGE 1876 sq.ft. EOG OF ' GREENHOUSE 158 sq.ft. ' DECKS 337 so.ft. 2371 sq.ft. o 2371146935 = 5.11 / o 0 PROPOSED MN ,NO HOUSE & GARAGE 1866 sq.ft. ��16 GREENHOUSE 158 sq.ft. S POOL 80 sq.ft. Cj� SCREENED PORCH 228 sq.ft. �� CARPORT 279 sq.ft. DECK 109 sq, 2720 sq.ft. 2720/46935 = 5.8% _ ----------------- KEY Q = REBAR ® = WELL ® = STAKE = TEST HOLE ® = PIPEF" o = MONUMENT <� = WETLAND FLAG 91) = UTILITY POLE ELEVA77ONS REFERENCED TO NA VD 88 ` ,' .;;'• ;'f".'xf ,a^,u S. LIC. NO. .49618 ANY AL7FRA770N OR ADD177ON To THIS SURVEY IS A V10LA77ON OF SEC77ON AREA= 46,938 SO. FT. PECO%C 'SVRVEYORS P.C. 7209 OF THE NEW YORK STATE EDUCA77ON LAW. EXCEPT AS PER SEC71ON (631) 765-5020 FAX (6r'`�V5'�1797 7209—SUBDIVISION 2. ALL CER77F/CA77ONS HEREON ARE VALID FOR THIS MAP TO TIE LINE P.O. BOX 909 AND COPIES ]HEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. 1230 TRAVELER STREET 20_014 SOUTHOLD, MY 11971 11/2/2020 https//buildertrend.net/Proposals/ProposalPrint.aspx9&proposalld=3012795&IoginType=1&masterPageBuilderld=1376 A :Y•CUSTOM ISLAND IIoMrs,INC ��tt��kl 6f�ElAL COVTAACTINa 50 Main Street • West Hampton Beach, NY 11978 • Phone: 631-325-3925 Larry Herman 675 Westview Dr Mattituck, NY 11935 Print-date: 11-2-2020 Hi Larry, Below is the proposal for the total project as drawn. Please remember that we started in a very different place than we end- ed.We added:a gunite pool, screen porch, converted a portion of the garage, added a carport, all new windows, all new roofing and we have included a very high allowance for the kitchen cabinetry.We welcome your feedback and look forward to working together. Thank you! Price Breakdown Division 01 - General Requirements Group Price: $35,373.00 Qty Code Title Description / Unit Price Price Unit 01-010 Project Protect manager-overseeing the project, scheduling and 1 $15,000.00 $15,000.00 Management and managing CIH crews as well as subcontractors thru the Administrative course of the project. ,01-040 Insurance- 1 $8,223.00 $8,223.00 Builder's Liability 01-080 Potable (1) Portable bathroom provision for workers on site for the 1 $1,03500 $1,03500 Toilets ' extent of construction. 01-110-1 Temporary Labor to install and replace protective floor covering/plastic 1 $2,106.00 $2,106.00 Material Protection- during the different stages of construction. labor 01-110-m Temporary Temporary materials include, but are not limited to floor 1 $1,17000 $1,170.00 Material Protection- covering, plastic, during the course of the project material 01-130-1 Progress At the end of each day the job site will be broom swept and 1 $1,404.00 $1,404.00 Cleaning (Interior tidied up to make it a safe working environment and Exterior)-labor 01-150 Final A final thorough cleaning by a professional cleaning com- 1 $2,925.00 $2,925.00 Cleaning (Interior pany at the conclusion of the renovation. and Exterior) 01-140 Dumpsters (3) Dumpsters for demo and garbage resulting from the 1 $3,51000 $3,51000 (excluding construction of renovation, but not including masonry waste demolition) from the demo of the chimney(listed seperatly). https:Hbuildertrend.net/Proposals/ProposalPfint.aspx9&proposal1d=3012795&IoginType=1&masterPageBuilderld=1376 1/9 11/2/2020 https:/Ibuildertrend.net/Proposals/ProposalPnnt.aspx?&proposalId=3012795&loginType=1&masterPageBuilderld=1376 Division 02 - Existing Conditions Group Price: $13,455.00 Qty Code Title Description %' Unit Price Price Unit 02-020 Demolition- (1) dum pster for the brick from the chimney demo. Must be 1 $1,170.00 $1,17000 Dumpsters separated from regular building material debris. 02-010-1 Demolition- Demolition of the kitchen, dining room, demo of 2nd floor 1 $10,530.00 $10,530.00 labor deck, demo of 1st floor powder room, demo of 2nd floor bathroom, removal of the kitchen fireplace and chimney. Also includes the removal of the green house. 02-010-m Demolition Includes scaffolding, safety fencing, plywood, plastic,fram- 1 $1,75500 $1,75500 -material ing material for temp walls to support the structure as needed. Division 03 - Foundation Work Group Price: $11 ,700.00 -- - - - - - -- - - - - - -- - - - - --- - - - Qty Code Title Description / Unit Price Price Unit 03-060 Concrete Concrete Foundation and Footings. Carport foundation, 1 $11,700.00 $11,700.00 Foundation and (10) 10"sonotubes for rear deck and steps off side of the Footings dining room. 48 linear feet by 4 feet of 8"concrete wall and 5"slab for carport plus excavation for wall and footing Division 06 - Wood Group Price: $92,313.00 Qty Code Title Description / Unit Price Price Unit 06-010-S Framing - Includes all rough framing of the new covered porch and 1 $28,66500 $28,665.00 Sub deck off the back of the house, as well as the new carport next to the garage,and any Interior walls to prepare for the new floor plan. 06-020-L Decking- Installation of composite decking on the rear deck,front 1 $6,435.00 $6,43500 Labor porch, and side steps off the dining room using the Camo hidden fastener system. 06-020-M Decking- 5/4x6 composite decking (color to be selected by owner) 1 $7,956.00 $7,956.00 Material locations sq footage- front porch 80 Rear deck 336 side steps 16 GC Allowance Includes the expanded front entry porch with wrap around step 06-040-L Exterior Installation of exterior pvc trim for the following applica- 1 $7,020.00 $7,02000 Trim-Labor tions: 24 Windows 1 Slider 1 Exterior Dining Room Door Front Door Deck Door Carport 06-040-M Exterior Exterior window and door pvc trim using 5/44 Versatek 1 $2,925.00 $2,925.00 Trim-Material 06-050-L Interior Interior Trim-(single piece trim profile to be confirmed with 1 $5,850.00 $5,850.00 Trim-Labor homeowner) Installation of single piece base trim and door casing https Hbuildertrend.net/Proposals/ProposalPnnt.aspx?&proposalld=3012795&loginType=1&masterPageBuilderrd=1376 2/9 11/2/2020 https://buildertrend.net/Proposals/ProposalPnnt.aspx9&proposalId=3012795&loginType=1&masterPageBuilderld=1376 throughout 1st and 2nd floors including: 24 Windows 1 Slider 1 Exterior Dining Room Door Front Door Deck Door 11 Interior Doors 06-050-M Interior (trim profile to be confirmed with homeowner) 1 $2,92500 $2,925.00 Trim-Material 06-070-L Interior Details TBD per discussion with homeowner 1 $9,126.00 $9,12600 Railings-Labor GC Allowance 06-090-L Millwork- Installation of the 6"nickle Gap wrapping around the sides 1 $6,43500 $6,43500 Labor and face of the fireplace bump out in the living room.wrap- ping up to the fireplace surround. Installation of 1x6 tongue and groove v grooved primed planking on the ceiling of living room 06-090-M Millwork- 6"nickel gap plank for fireplace/tv niche surround 1 $3,276.00 $3,276.00 Material 1x6 T&G V grooved planking for the vaulted ceiling in living room 06-090-S Millwork- Living Room Built-ins allowance-$10000 1 $11,700.00 $11,700.00 Sub Mirrored cabinets on either side of fireplace roughly 4'tall by 4'wide. Division 07 - Thermal & Moisture Protection Group Price: $66,222.00 Qty Code Title Description / Unit Price Price Unit 07-020-s Roofing- Removal of existing Two Layers of roofing and 1 $18,72000 $18,720.00 Asphalt-sub installing 26 Squares of GAF Timberline HD Architectural shingles. 07-060-s Insulation- Fiberglass insulation installed in the basement ceiling and 1 $11,700.00 $11,700.00 Fiberglass-sub all opened wall sections as well as around all windows and doors. 07-080-s Siding-sub Supply and install new Hardi board and batten siding. Stan- 1 $30,42000 $30,420.00 dard color TBD 07-100 Flashings Installation of cricket and flashing on the living room fire- 1 $3,510.00 $3,51000 place chimney roof. 07-110 Gutter and White 5"OG gutters with 2x3 leaders 219LF 1 $1,872.00 $1,872.00 Leaders Division 08 - Windows & Doors Group Price: $54,346.50 Qty Code .Title Description / Unit Price Price Unit 08-010-1 Exterior The removal of existing windows and the installation of 24 1 $8,190.00 $8,190.00 Windows-labor new windows wrapping the sills and legs of the rough openings with Blueskin waterproof membrane and flashing exterior with same material prior to installing trim. 08-010-m Exterior Exterior Windows-New Andersen 400 series, white exteri- 1 $19,579 95 $19,579 95 Windows-material or,white interior no grills Exterior doors-Anderson 400 series white exterior no grills 08-020-1 Exterior Installation of new exterior Doors (not including front door) 1 $2,340.00 $2,340.00 Doors-labor 1 Slider 1 exterior Dining Room Door 1 exterior door off living room https:Hbuildertrend.net/Proposals/ProposalPrint.aspx?&proposal Id=3012795&loginType=1&masterPageBuilderld=1376 3/9 11/2/2020 https://buildertrend.net/Proposals/ProposalPrint.aspx?&proposalld=3012795&loginType=1&masterPageBuildedd=1376 08-020-m Exterior 14 panel Anderson 400 series sliding door with screen 1 $10,255 05 $10,255.05 Doors-material 2 Anderson 400 series single doors with screens 08-040-1 Front Door- -Installation 1 $1,17000 $1,170.00 labor 08-040-m Front 1 Smooth star 36 x 80 single door with side lite full glass 1 $1,872.00 $1,87200 Door-material 1 Anderson 36x80 storm door 08-050 Garage Door style-TBD 1 $2,10600 $2,106.00 GC Allowance 08-060-1 Interior Interior Door/Hardware- 1 $3,861.00 $3,861.00 Door Hardware-labor 11 Solid Core Flat Panel Interior Doors All Interior Doors and Hardware Replaced 08-060-m Interior 11 solid core flat panel interior doors and hardware style to 1 $4,504.50 $4,504.50 D000r Hardware- be confirmed with owner prior to ordering material Includes an allowance of$50/door for hardware 08-070-1 Front Door Installation of owner selected front door hardware. 1 $175.50 $175.50 Hardware-labor 08-070-m Front Door Material allowance(TBD 1 $29250 $292.50 Hardware-material GC Allowance Division 09 - Finishes Group Price: $69,966.00 Qty Code Title Description / Unit Price Price Unit 09-010-s Drywall/ Installation of new sheetrock in all areas on the 1st and 2nd 1 $19,890.00 $19,890.00 Spackle-sub floor that are being renovated including all affected areas and patches, and 3 spackle to completion 09-020-1 Tile-labor Installation of the Schluter the underlayment waterproof 1 $2,808.00 $2,808.00 membrane in the 1st floor master bath shower and the 2nd floor bathroom tub surround 09-020-m Tile- Tile to match existing bath upstairs 1 $6,552.00 $6,552.00 material Master Bath- 114 sft Mast bath Shower-Floor-18,walls-68 Down Stairs Powder-36 Upstairs Bath-Floor-36 Upstairs Bath-Shower/Tub Walls-84 GC allowance 09-020-s Tile-sub Tile sub to install the selected by owner 1 $5,031.00 $5,031.00 GC allowance 09-040-s Wood Wood Flooring- 1 $11,700 00 $11,700 00 Flooring-sub 5'Wide plank engineered floor glued 2nd floor flooring sanded and stained to Match GC Allowance 09-050-s Exterior Touch ups of the new siding 1 $2,925.00 $2,925.00 Painting-sub 09-060-s Interior Interior Painting-Entire interior- 1 coat primer 2 coat finish 1 $21,060.00 $21,060.00 Painting-sub on all drywall, doors,and trim. Division 10 - Specialties Group Price: $19,831 .50 Qty Code Title Description / Unit Price Price Unit 10-010-1 Bath Bath Accessories-Supplied by Owners and installed by CIH 1 $994.50 $99450 https.//buildertrend net/Proposals/ProposalPnnt.aspx?&proposalld=3012795&logmType=1&masterPageBuilderld=1376 4/9 11/2/2020 https://buildertrend.net/Proposals/ProposalPrint.aspx?&proposalId=3012795&loginType=1&masterPageBuilderld=1376 Accessories-labor 10-010-m Bath Supplied by the owner. 1 $000 $0.00 Accessories-material 10-020-1 Medicine 2- Robern M Series 16"x 40"x 4" Flat Plain Single Door 1 $702.00 $70200 Cabinets-labor Medicine Cabinet with Left and Right Hinge, Integrated Outlets, and Interior Lights Model:MC1640D4FPLE2,MC1640D4FPRE2 10-020-m'Medicine Medicine Cabinets- 1 $3,04200 $3,042.00 Cabinets-material 2-Robern M Series 16"x 40"x 4" Flat Plain Single Door Medicine Cabinet with Left and Right Hinge, Integrated Outlets, and Interior Lights Model: MC1640D4FPLE2, MC1640D4FPRE2 10-030-s Shower GC allowance Shower Enclosures- 1 $4,68000 $4,680.00 Enclosures-sub (2)-Renovated Upstairs Bath and New Master Bath 1st floor 10-040-m Mirrors- supplied by homeowner 1 $000 $000 material Labor TBD 10-050-s Fireplace- 8" Stone surround and 4'x 20"stone hearth in living room 1 $3,510.00 $3,510.00 Gas Unit-sub fireplace. Fireplace-Gas Unit GC allowance 10-060-s Master TBD 1 $5,850.00 $5,850.00 Closet System-sub GC allowance 10-070-s Clothes Clothes Closets- 1 $468.00 $468.00 Closets-sub Guest Room/Gym -Replace pocket door with LH door -pocket door replaced is current master closet 2nd floor GG Allowance 10-080-s Linen Linen Closets 1 $585.00 $585.00 Closets-sub New Wire Upstairs closet Coat Closet under stairs-new wire GC Allowance Division 11 - Furnishings Group Price: $79,560.00 Qty Code Title Description / Unit Price Price Unit 11-010-s Kitchen Cabinetry per discussion at site meeting with homeowner 1 $64,35000 $64,35000 Cabinetry-sub GC Allowance 11-020-1 Bathroom Bathroom vanities supplied by owner 1 $1,755.00 $1,755.00 Vanities-labor 11-030-s Kitchen GC Allowance 1 $11,700.00 $11,700.00 Countertops-sub 11-040-s Vanity Supplied by owner 1 $0.00 $0.00 Countertops-sub 11-060-1 Appliances- 1 $1,755.00 $1,755.00 labor 11-060-m By owner 1 $0.00 $0.00 Appliances-material Division 12 - HVAC Group Price: $38,884.95 Qty Code Title Description / Unit Price Price Unit https.//buildertrend.net/Proposals/ProposalPrint.aspx?&proposalId=3012795&loginType=1&masterPageBuilderld=1376 5/9 11/2/2020. , https://buildertrend.net/Proposals/ProposalPrint aspx?&proposalId=3012795&IoginType=1&masterPageBuilderld=1376 12-010 Heating and Heating and Air Conditioning-Includes all new HVAC for 1 $37,714.95 $37,714.95 Aie Conditioning the entire house per the below. SYSTEM 1-ONE(1)AMANA GAS FIRED FURNACE WITH MEDIA FILTERS UNIT TO BE DUCTED THROUGH THE ATTIC FOR SECOND FLOOR ZONE 1• SECOND FLOOR WITH CEILING SUPPLY GRILLES AND RETURN TBD. SYSTEM 2-ONE(1)AMANA 2 STAGE CONDENSER AND EVAPORATOR COIL ATTACHED TO EXISTING FURNACE.. ZONE 1-MASTER BEDROOM, BATHROOM,WALK IN CLOSET AND LAUNDRY. SUPPLY GRILLES TO BE INSTALLED IN FLOOR, RE- TURN LOCATION TO BE DISCUSSED WITH BUILDER. ZONE 2-MAIN LIVING, DINING, KITCHEN,POWDER ROOMS SUPPLY GRILLES IN FLOOR, RETURN LOCATION TO BE DISCUSSED WITH BUILDER. The following is included ^Ductwork&duct Insulation/lining-All ducts will be single wall galvanized duct, per SMACNA requirements. Conditioned spaces will have R4 insulation. "HVAC equipment as split AMANA equipment ^Each system will have a Gas Fired Furnace for heat. "Air terminals to be standard grills. ^Refrigerant piping. ^PVC condensate piping. ^Control wiring ^Aluminum dryer venting for 1 dryer. ^Bath fans for 4 bathrooms with venting. ^Pads for condensers ^Commissioning of all systems. AAprilaire MERV 13 filters for both systems. 12-030 Humidifier Optional$3200.00 1 $0.00 $000 12-040 Dehumidifier Optional$850 1 $0.00 $0.00 12-050 WIFI Included with the HVAC price 1 $0.00 $0.00 Thermostats 12-090 Bathroom 1 $877.50 $877.50 Vents 12-100 Dryer Vent 1 $292.50 $292.50 12-110-s Hood Vent TBD 1 $000 $0.00 c Division 13 = Plumbing Group Price: $31 ,473.00 Qty Code Title Description / Unit Price Price Unit 13-010 Rough Rough Plumbing and Installation of Finish Fixtures 1 $26,559.00 $26,559.00 Plumbing and FIRST FLOOR Installation of Finish • Kitchen—sink, dishwasher, Ice maker, pot filler, Instant Fixtures hot •Powder bathroom(locations to remain)—sink,toilet •Master bathroom—(2)sinks,toilet,shower,tub • Laundry—sink,washer, dryer(venting by others) SECOND FLOOR • Bathroom(locations to remain)—eliminate(1)sink, sink, toilet,tub MISCELLANEOUS •Navlen 210A tankless water heater—this unit Is 95%effi- https://buildertrend.net/Proposals/ProposalPrint aspx?&proposalId=3012795&IoginType=1&masterPageBuilderld=1376 6/9 11/2/2020 https://buildertrend.net/Proposals/ProposalPiint.aspx?&proposalId=3012795&loginType=1&masterPageButiderld=1376 cient,direct vented and provides 8GPM of continuous hot water •(3) Frost free hose bibs with ball valves and drains •KES outdoor showering system with ball valves and drains for winterization purposes 13-020 Plumbing Plumbing Fixtures. 1 $0.00 $0.00 Fixtures Fixtures from downstairs powder will be place into upstair remodeled bathroom Other fixtures supplied by Owner 13-030 Gas Piping to Gas Piping to Appliances 1 $4,914.00 $4,914.00 Appliances Gas work consists of installing a piping system to supply gas to the following appliances- Stove • Fireplace •Tank-less water heater • BBQ • Dryer •Eliminate gas to fireplace in kitchen •2nd floor furnace Division 14 - Electrical Group Price: $47,601 .45 Qty Code Title Description / Unit Price Price Unit 14-010 Rough Rough Wiring and Installation of Finish Fixtures per the 1 $47,601.45 $47,601.45 Wiring and walk through at site meeting with owner. Includes the elec- Installation of Finish trical at the boat ramp as well as the pool wiring Fixtures 14-020 Installation of Installation of Owner Suppled Fixtures(up to one hour 1 $0.00 $0.00 Owner Supplied each) Fixtures(up to one hour each) Division 15 - Utilities Group Price: $36,100.35 - Qty Code Title Description / Unit Price Price Unit 15-100 Home 18 channel origin Amp 1 $31,946.85 $31,946.85 Automation (TV, 4 sonos connect Audio, Shade, Etc...) 2 speakers with rough in brackets, prewired and installed following locations* kitchen, screen room, dining room, and living room. outdoor speakers and wiring allowance Rack for origanizing components 3 indoor wife access points 1 outdoor wifi access points TV Pre Wire 1 3 Cath wires for HDMI 1 Cat5 for hard wire internet or IR repeater 1 RG6 wire TV Installation: Installation of Customer Supplied TV and Bracket 1 Video Extender-A53AN Pro Edge AC70 4K video extender 1 HDMI Cable 2 for the following locations master bedroom, bed 1, bed 2, bed 3, and living room Interconnects, power strips, Cat6 interconnects,audio in- terconnects, Cat6 punchdowns Install rack&Components Programming& Network Setup https•//buildertrend.net/Proposals/ProposalPrint.aspx?&proposalld=3012795&loginType=1&masterPageBuilderld=1376 7/9 11/2/2020 https.//buildertrend.net/Proposals/ProposalPrint aspx?&proposalId=3012795&loginType=1&masterPageBuilderld=1376 15-110 Alarm Proposal 1- Install basic alarm system with Doors contact- 1 $4,153.50 $4,153.50 System ed/Motion Detectors/ Monitored Smoke Detectors Protect all doors Provide,motion detection in common areas Provide,smoke&fire protection System will sound a loud audible siren and alert Central Station if. A protected door is opened Motion detected in common area Smoke or fire is detected Keypad panic button is pressed System will sound a trouble sound-keypad beeps and Cen- tral Station gets notified if. System power is down (house electric) System backup battery is weak Communication failure occurs A smoke detector is removed from base or in trouble mode Cost Summary Item Description Cost 1 Basic Package 2 door contacts 1 motion detector 1 st floor foyer 1 Honeywell Vista 20P 8-48 zone control panel communi- cator 1 LCD keypad with English zone descriptions 1 siren, battery backup All aspects of installation Add the following protection. 2 Add 4 door contacts(6 total) 3 Add Fire Protection 7 7 smoke detectors 4 Add 3 CO detectors 3 5 Add 2 motion detectors (3 total) 6 Add 1 LCD keypad (2 total) TOTAL 3550.00 Allowance, additional optional coverages homeowner may want to select. Division 16 - Exterior Improvements Group Price: $38,025.00 Qty Code Title Description / Unit Price Price Unit 16-090 Landscaping TBD 1 $0.00 $0.00 16-110 Irrigation TBD 1 $0.00 $0.00 16-120 Fencing Fencing 17 panels 1x3 stockade 11 posts 33 bags sakrete 1 $8,541.00 '$8,541.00 New Fence-49', 85' GC Allowance 16-130 Gates Pool fencing-per the survey with 1"x1"wire mesh and steel 1 $2,574.00 $2,574.00 posts Includes(1)4'gate GC Allowance 16-140 Pool Pool 1 $23,400.00 $23,400.00 up to 12x12 vinyl pool-seat on one side facing water heater and salt water 16-210 Bulkhead/ Installation of hand rad between posts down on the dock. 1 $3,510.00 $3,510.00 Dock As well as railing on one side down the steps from the back yard towards the dock. Group Price: $17,550.00 Code Title Description Qty Unit Price Price https://buildertrend.net/Proposals/ProposalPrint.aspx?&proposalId=3012795&loginType=1&masterPageBuilderld=1376 819 11/2/2020 httpsl/buildertrend net/Proposals/ProposalPrint.aspx?&proposalId=3012795&loginType=1&masterPageBuilderld=1376 Unit Screen Porch Includes the sunshade vinyl window system for the nIew 1 $17,550.00 $17,550 00 Enclosure screen porch. Total Price: $662,401.76 Signature Approved by: Larry Herman Date: 10-30-2020 1.20 PM https•//buildertrend.net/Proposals/ProposalPrint.aspx?&proposalId=3012795&loginType=1&masterPageBuilderld=1376 9/9 Generated by REScheck Web Software Compliance Certificate Project Herman Residence Energy Code: 2018 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 675 Westview Drive Jason Ormond Mattituck, NY JMO Architect 120 Mill Road Westhampton Beach,New York 11978 jmoarch@gmail.com Compliance: Passer,using UA . off Compliance: 2.6%Better Than Code Maximum UA: 38 Your UA: 37 Maximum SHGC: 0.40 Your SHGC: 0.28 C The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area. Cavity Cont., Perimeter Ceiling: Flat Ceiling or Scissor Truss 196 30.0 0.0 0.035 7 Wall:Wood Frame, 16"o.c. 352 19.0 0.0 0.060 20 Window:Wood Frame 14 0.300 4 SHGC: 0.28 Floor:All-Wood joist/Truss 196 30.0 0.0 0.033 6 Compliance Statement. The proposed building design described here is co sistent with the bui1ding plans,specifications,and other calculations submitted with the permit application.The proposed building h s n-desi, ed t meet the 2018 IECC requirements in RESc eck Version RESWelo and to cpmplyith he mandatory regl.� � � a�� REScheck InspectioChecklist. ill. � F✓L e� s�^ �� , �� Name-Title Signatu Date U � 03330' y0 Project Title: Herman Residence Report date: 09/14/20 Data filename: Pagel of 9 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and !❑Complies 103.2 ;documentation demonstrate ' ;❑Does Not [PR1]1 j energy code compliance for the ;� building envelope.Thermal i ;❑Not Observable envelope represented on i bNot Applicable 'construction documents. 103.1, ;Construction drawings and I❑Complies ; 103.2, ;documentation demonstrate I❑Does Not 403.7 !energy code compliance for [PR3]1 ;lighting and mechanical systems. ❑Not Observable ; Systems serving multiple ❑Not Applicable !dwelling units must demonstrate compliance with the IECC Commercial Provisions. ; 302.1, Heating and cooling equipment is; Heating: Heating: ;❑Complies ; 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Manual J or other methods Cooling: Cooling: ;❑Not Observable Btu/hr Btu/hr ❑Not Applicable approved by the code official. 1 ; pP i Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: Herman Residence Report date: 09/14/20 Data filename: Page 2 of 9 Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 �A protective covering is installed to ;❑Complies [FO11]2 protect exposed exterior insulation :❑Does Not and extends a minimum of 6 in. below [-]Notgrade. Not Observable ❑Not Applicable 403.9 Snow-and ice-melting system controls;❑Complies [FO12]2 installed. ;❑Does Not "IDN ;❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Herman Residence Report date: 09/14/20 Data filename: Page 3 of 9 Section Plans Verified Field Verified # Framing/ Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, !Glazing U-factor(area-weighted , U- U- ;❑Complies ;see the Envelope Assemblies 402.3.1, ;average). I❑Does Not ;table for values. 402.3.3, 402.5 ;❑Not Observable [FR2]1 ; j❑Not Applicable 303.1.3 ;U-factors of fenestration products j❑Complies [FR4]1 are determined in accordance ' j❑Does Not with the NFRC test procedure or ;taken from the default table. ;❑Not Observable J ;❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier j ;❑Complies [FR23]1 Anstalled per manufacturer's I❑Does Not Q) instructions. ! ;❑Not Observable { �❑Not Applicable 402.4.3 ;Fenestration that is not site built I ;❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC '❑Not Observable 400 that do not exceed code ❑Not Applicable limits. 402.4.5 I IC-rated recessed lighting fixtures pf❑Complies ; [FR16]2 sealed at housing/interior finish i {❑Does Not I and labeled to indicate<_2.0 cfm t leakage at 75 Pa. ❑Not Observable j I ❑Not Applicable 403.3.1 ;Supply and return ducts in attics ❑Complies [FR12]1 !insulated>= R-8 where duct is ❑Does Not I I>= 3 inches in diameter and >_ R-6 where< 3 inches.Supply and ` ❑Not Observable ; return ducts in other portions of ❑Not Applicable `the building insulated >= R-6 for diameter>= 3 inches and R-4.2 Ifor< 3 inches in diameter. 403.3.2 ;Ducts, air handlers and filter }❑Complies ; [FR13]1 boxes are sealed with }❑Does Not ljoints/seams compliant with Q-) ;International Mechanical Code or ❑Not Observable International Residential Code,as ❑Not Applicable applicable. 403.3.5 ;Building cavities are not used as ❑Complies [FR15]3 !ducts or plenums. ❑Does Not 19 ;;R❑Not Observable { f❑Not Applicable I 403.4 HVAC piping conveying fluids R- ; R- ;❑Complies [FR17]2 above 105°F or chilled fluids I❑Does Not below 55°F are insulated to zR- I I I :E ]Not Not Observable ; I j j❑Not Applicable 403.4.1 !Protection of insulation on HVAC ;❑Complies ; [FR24]1 {piping. C❑Does Not ig I {❑Not Observable j J❑Not Applicable j 403.5.3 Hot water pipes are insulated to ; R- R- ;❑Complies ; [FRl°8]2 I R-3. j T❑Does Not J ;ONot Observable I :❑Not Applicable 403.6 (Automatic or gravity dampers are i❑Complies [FR19]2 installed on all outdoor air ❑Does Not I intakes and exhausts. i❑Not Observable j❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Herman Residence Report date: 09/14/20 Data filename: Page 4 of 9 Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Herman Residence Report date: 09/14/20 Data filename: Page 5 of 9 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 ;All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not ,U& `provided. ❑Not Observable j❑Not Applicable 402.1.1, ;,Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 I I❑ WoodI❑ Wood 1 :❑Does Not ;table for values. [IN1]1 ;❑ Steel ;❑ Steel ;❑Not Observable ` !❑Not Applicable 303.2, 1 Floor insulation installed per ;❑Complies 402.2.7 manufacturer's instructions and I ❑Does Not [IN2]1 in substantial contact with the j underside of the subfloor,or floor; ❑Not Observable lframing cavity insulation is in I ;❑Not Applicable I contact with the top side of I I sheathing, or continuous insulation is installed on the underside of floor framing and I I extends from the bottom to the top of all perimeter floor framing members. I 402.1.1, !Wall insulation R-value.If this is a;, R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, 1 mass wall with at least 1/z of the E] Wood I❑ Wood �❑Does Not ;table for values. 402.2.6 !wall insulation on the wall ;❑ Mass I❑ Mass ;❑Not Observable [IN3]1 :exterior,the exterior insulation I V 1 requirement applies(FR10). ;❑ Steel ❑ Steel I❑Not Applicable I 303.2 1 Wall insulation is installed per 10Complies [IN4]1 manufacturer's instructions. ❑Does Not 1[]Not Observable J❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Herman Residence Report date: 09/14/20 Data filename: Page 6 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, !Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, E] Wood ❑ Wood :❑Does Not table for values. 402.2.2, j I❑ Steel ❑ Steel :❑Not Observable 402.2.6 [FI1]1 ; :❑Not Applicable 303.1.1.1,;,Ceiling insulation installed per z ' : ` ' �❑Complies 303.2 manufacturer's instructions. I ❑Does Not [FI2]1 ;Blown insulation marked every ❑ 300 ftz. tiNot Observable ❑Not Applicable 402.2.3 !Vented attics with air permeable j '❑Complies i [F122]2 insulation include baffle adjacent I ❑Does Not to soffit and eave vents that extends over insulation. i 1❑Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies [FI3]1 !insulation >_R-value of the I !❑Does Not !adjacent assembly. ;❑Not Observable ; I ;❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50= ACH 50 = ;❑Complies [FI17]1 ach in Climate Zones 1-2, and !❑Does Not <=3 ach in Climate Zones 3-8. ; ❑Not Observable I❑Not Applicable 403.3.3 I Ducts are pressure tested to ; cfm/100 ; cfm/100 ;❑Complies [F127]1 !determine air leakage with ftz ftz :❑Does Not !either: Rough-in test:Total leakage measured with a I❑Not Observable !pressure differential of 0.1 inch ;❑Not Applicable Iw.g.across the system including I !the manufacturer's air handler enclosure if installed at time of !test. Postconstruction test:Total I I I leakage measured with a pressure differential of 0.1 inch w.g.across the entire system I including the manufacturer's air I I !handler enclosure. ! ! ! ! 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [FI4]1 !cfm/100 ft2 across the system or ftz I ftz I❑Does Not ! !<=3 cfm/100 ft2 without air ! ! handler @ 25 Pa. For rough-in ! I ;❑Not Observable !tests,verification may need to ! ;❑Not Applicable ;occur during Framing Inspection. ; 403.3.2.1 ;Air handler leakage designated 3❑Complies ; [FI24]1 1 by manufacturer at<=2%of i❑Does Not ! !design air flow. LNot Observable ❑Not Applicable 403.1.1 I Programmable thermostats ❑Complies [F[9]2 installed for control of primary * Y []Does Not heating and cooling systems and 3 1 initially set by manufacturer to ❑Not Observable Icode specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2, on heat pumps. ❑Does Not ! ❑Not Observable r ❑Not Applicable 403.5.1 Circulating service hot water �, f❑Complies [FI11]2 I systems have automatic or 3❑Does Not ! accessible manual controls. j ❑Not Observable I I❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Herman Residence Report date: 09/14/20 Data filename: Page 7 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 All mechanical ventilationsystem i❑Complies [F[25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable ; R403.6.1. i❑Not Applicable 403.2 Hot water boilers supplying heat 10Complies [F[26]2 through one-or two-pipe heating ;❑Does Not 'systems have outdoor setback ;❑Not Observable control to lower boiler water temperature based on outdoor j❑Not Applicable temperature. i 403.5.1.1 ;Heated water circulation systems E] ; Complies [FI28]2 have a circulation pump.The ;❑Does Not i system return pipe is a dedicated 1 j return pipe or a cold water supply '❑Not Observable pipe.Gravity and thermos- l ❑Not Applicable syphon circulation systems are not present.Controls for circulating hot water system ; pumps start the pump with signal for hot water demand within the occupancy.Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies ; [FI29]2 comply with IEEE 515.1 or UL ❑Does Not 1515.Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the ; piping. ' 403.5.2 Demand recirculation water ❑Complies [F130]2 systems have controls that f❑Does Not manage operation of the pump 4( and limit the temperature of the ❑Not Observable water entering the cold water ❑Not Applicable j piping to<= 1049F. 403.5.4 Drain water heat recovery units ❑Complies ; [F131]2 tested in accordance with CSA ❑Does Not 855.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units<3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water i heat recovery units < 2 psi for ; individual units connected to three or more showers. 404.1 90%or more of permanent {❑Complies ; [FI6]1 (fixtures have high efficacy lamps. 3❑Does Not ❑Not Observable J❑Not Applicable 404.1.1 Fuel gas lighting systems have - ;❑Complies [FI23]3 i no continuous pilot light. ❑Does Not �) ! ;❑Not Observable j J❑Not Applicable 401.3 Compliance certificate posted. ❑Complies ; [FI7]2_ ❑Does Not ❑Not Observable i❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Herman Residence Report date: 09/14/20 Data filename: Page 8 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 303.3 ;Manufacturer manuals for I I❑Complies (FI18]3 mechanical and water heating ❑Does Not systems have been provided. i i i❑Not Observable J❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Herman Residence Report date: 09/14/20 Data filename: Page 9 of 9 �J( 2018 IECC Energy Efficiency Certificate Insulation . /Above-Grade Wall 19.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / hoof 30.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Fact6r SHGC Window 0.30 0.28 Door Heating &Cool ing:Equ ipment 'Efficiency Heating System: Cooling System: Water Heater: Name: Date: Comments AGENT LETTER I, Jane Herman being duly swom,depose and say that I am the owner of the premises located at: 675 Westview Dr. Mattituck , NY And I am designating: Steve Caputo, The Permit Guy to represent and act on my behalf as my agent,and to file the necessary Documents to obtain a Building Permit and/or Certificate of Occupancy. ane Herman Sworn to before me this Day of( dam ,2020 Notary Signature&Stamp BETTY A.RARICK NOTARY PUBLIC OF NEW JERSEY MY COMMISSION EXPIRES MAY 20,2023 ID#2213520 Permit Us Inc.d/b/a!The Permit Guy•Post Office Bos 1445 Westhampton Beach,NY 11978 Phone:631-766;4702 • Email:3tev"@ xnitguyorg NAILING SCHEDULE PRESUMPTIVE LOAD-SEARING VALUES OF FOUNDATION MATERIALS AS PER TABLE R602.3(I) OF 2020 RESIDENTIAL CODE OF NYS GENERAL NOTES: (AB PER RESIDENTIAL CODE OF NEW YORK STATE SEC. 8401.4.1) ]�[]�[C 1. ALL CONSTRUCTION 15 TO CONFORM TO N.Y. STATE AND LOCAL BUILDING TOWN COI 1 I I LNTS SECTION UMB CODES. ITEM DESCRIPTION OF BUILDING ELEMENTS NOF ERAND TYPE LOAD-BEARING STENER., SPACING AND LOCATION CLASS OF MATERIAL PRE55URE (POUNDS DESIGN COI"(PLIES WI--I IT2018 INTERNATIONALNEW YORK BUILDING CODE THE 2020 NEYORK STATE UNIFORM 2. ALL PLUMBING IS TO GONFORrI TO COUNTY AND LOCAL HEALTH DEPARTMENT FA Rob PER SQUARE Fool) REQUIREMENTS. 4-8d box(2'/,"x 0.113•'9 or FIRE PREVENTION AND BUILDING CODE AND THE STATE ENERGY CONSERVATION CONSTRUCTION CODE 3. ALL ELECTRICAL WORK 15 TO CONFORM TO LOCAL, N.E.G. AND UNDERWRITERS 3-8d common(2'/,"x 0.131');or REQUIREMENTS. I Blocking between ceiling joists or rafters to top plate 3-1Od box(3"x 0.128');or Toe nail CRYSTALLINE BEDROCK 12,000 PSF 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD 3-3"x0.]31"nails PRIOR TO CONSTRUCTION. NOTIFY THE ARCHITECT OF CONFLICTS OR DISCREPANCIES. 4-sdbox(2'/,"x0.113'9;or SEDIMENTARY AND FOLIATED ROCK 4,000 PSF S. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE 3-sdcorn (3"x .I x");or 9;or INSTALL G 4 20 GAUGE GALVINIZED OVER SCALED ONES. LARGER SCALE DETAILS SHALL TAKE PRECEDENCE OVER 2 Ceiling joists to top plate : Per joist,toe nail 3-lOdbox(3"x 0.128'9;or 0A STRAPPING � 16' O.G. W/2-8d NAILS ® EA. END SMALLER DRAWINGS. IT 15 THE INTENTION OF THE DRAWINGS TO PROVIDE FOR 3-3"x0.131"nails SANDY GRAVEL AND/OR GRAVEL (GW # GP) 3,000 PSF �`� MIN, 12" BEARING ON RAFTER SURFACE A COMPLETE JOB IN ALL RESPECTS. 4-IOd box(3"x 3'/,"x9;or 6. THE ARCHITECT SHALL BE NOTIFIED OF ALL CHANGES TO THE DESIGN. THE 3 Ceiling joist not attached to 3_]6dcommon(3'/="x0.I62'9;or Face nail SAND, SILTY SAND, CLAYEY SAND, SILTY (�\ ALL UPLIFT CONNECTORS ARCHITECT 15 NOT RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION. Partitions(see Section 880_5 2 and Table 8802.5.2) 4-3'x 0.131"nails GRAVEL, AND CLAYEY GRAVEL (SW,SP,SM,SG,GM,#GG) 2,000 PSF INSTALLED TO PROVIDE 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING ALL 4 Ceiling joist attached to parallel rafter(heel joint) Tabic 8802.5.2 Face nail CONTINUOUS LOAD PATH FROM WORK DURING CONSTRUCTION AGAINST BREAKING, COLLAPSE, DISTORTION AND (see Section R802.5.2 and Table R802.5.2) TOP OF RIDGE TO FOUNDATION MISALIGNMENT ACCORDING TO ALL CODES, STANDARDS AND GOOD PRACTICE. CLAY SANDY CLAY SILTY CLAY CLAYEY SO THAT NET UPLIFT VALUE AT 4-lOdbox(3"x 0.1..8");or � � � 1,600 PSF TOP OF WALL DOES NOT EXCEED S. PROVIDE SMOKE AND CARBON MONOXIDE DETECTORS AS PER N.Y.S. CODES. 5 Collar tie to rafter,face nail or I'/,"x 20 ga.ridge strap to 3-IOd common(3"x 0.148');or Face nail each rafter SILT, SILT, # SANDY SILT (GL,ML,MH,#G4-1) rafter 100 PLF 9. THE INSTALLATION OF ALL MATERIALS AND PRODUCTS SHALL MEET ALL 4-3"x0.131"nails CONNECTIONS CAPABLE OF MANUFACTURERS REQUIREMENTS. 3-16dbox nails(3'/."x0.135'9;or 10. CONCRETE IS TO 8E 3000 P.5.1. MIN. ON 1 TON PER SQUARE FOOT SOIL 3-lOdcommonnails(3"x 0.148':or2 toe nails on one side and Itoe nail ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS WITHSTANDING 325 POU2020 NDS AS SEARING CAPACITY. PORCHES, CARPORT SLABS AND STEPS EXPOSED TO 6 Rafter or roof truss to plate on opposite side of each rafter or PER TABLE 8COD OF NEW WEATHER, AND GARAGE SLABS TO USE 3500 P.S.I. MIN, CONCRETE. VERIFY 4-10dbox(3"x0.1289;or 4-3"x0.131"nails truss (AS PER RESIDENTIAL CODE OF NEW YORK STATE BEC. 8301.7) RESIDENTIAL GODS OF NEW YORK SOIL BEARING CAPACITY IN FIELD. STATE 11. DOUBLE FRAME AROUND ALL OPENINGS, UNDER PARALLEL PARTITIONS AND 4-16d(ommo0.135");or 3-1 Od common(3"x 0.148');or INSTALL 1 y,,"W 20 GAUGE UNDER BATHTUBS. Toe nail R I DG E 4-10dbox(3"x0.128'9;or STRUCTURAL MEMBERS ALLOWABLE DEFLECTION Roof 4-3"x0.131"nails GALVINIZED STRAPPING 0 16° O.G. 12. SIMPSON "STRONG-TIE" CONNECTIONS REQUIRED AT ALL FLUSH STRUCTURAL W/3-8d NAILS � EA. END MIN. 12" LOAD CARRYING CONDITIONS. 7 0. 13. ALL FRAMING LUMBER TO BE DOUG-FIR #2 FB - 1150 PSI, E-1,41'1. P51 to minimum 2"ridge beam 3-16d box mon x'/,"x );or RING ON STUD SURFACE 14, ALL HEADERS * GIRDERS TO BE DOUG-FIR #2 FB - 1250 PSI, E-1.7M. 1-51 2-1Odbox(3"x0'128');162'9;or RAFTERS WAVING SLOPES GREATER THAN S-I End nail 15. ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE WILL BE ACQ PRESSURE 3-YxO.1(3"x 0.128'9;or TO WITH NO FINISHED CEILING ATTACHED L/I80 3-3"x0.131"nails TO RAFTERS AOI NAILED HITO TOPNG TO SPLATE TREATED LUMBER. 16. ALL EXTERIOR DECK FRAMING SHALL BE ACQ TREATED LUMBER. wail INTERIOR WALLS AND PARTITIONS H/180 17. THE ARCHITECT ALLOWS ONE STRUCTURE TO BE BUILT WITH THIS SET OF 16dcommon(3'/."x0.162') 24"o.c.face nail PLANS, WITH ONE BUILDING PERMIT. THE ARCHITECT SHALL NOT BE 8 Stud to stud(not at braced wall panels) lOd box(3"x 0.128 16" 9:or FLOORS AND PLASTERED CEILINGS L/360 RESPONSIBLE FOR ADDITIONAL, STRUCTURES BUILT USING THESE PLANS. Yx0.131"nails o.c.face nail ALL OTHER STRUCTURAL MEMBERS L/240 ROOF 18. PREFABRICATED FIREPLACES AND FLUES SHALL ESE U.L. 127 APPROVED. 16dbox(3'/"x0.135'9:or G Z 19. ALL HEADERS NOT NOTED ARI- TO BE (2) - 2" N 12". 9 Stud to stud and abutting studs at intersecting wall corners 3"x 0.131"nails 12"o.c.face nail EXTERIOR WALLS WITH PLASTER OR STUCCO H/360 _ 20,5RIDGING TO BE EITHER OF SOLID, I" X 3" OR 18GA. CROSS BRIDGING, NOT TO (at braced wall panels) FINISH G n ]6d common(3'/,"x 0.162') 16"o.c.face nail ICE 514 ELD EXCEED B'-O` O.G. ]6d common(3'/,"x 0.162') 16"o.c.each ed Le face nail EXTERIOR WALLS-W IND LOAD:SIA WITH 21. PROVIDE DAMPROOFING AT ALL EXTERIOR FOUNDATION WALLS. 10 Built-up header(2"tot"header with'/2"spacer) 22.ALL FLITCH PLATES, LY.L.'S AND GIRDERS ARE TO BEAR ON SOLID WOOD 16dbox(3'/."x0.135'9 12"o.c.each edeeface nail BRITTLE FINISHES L-41240 OI POSTS AND HAVE SOLID BLOCKING DOWN TO FOUNDATION WALLS. 5-8dbox(2'/,"x0.113'9:or RIDGE AS NOTED 23.ALL JOISTS AND RAFTERS ARE TO BE BRIDGED @ W-O" O.G. 11 Continuous header to stud 4-8dcommon(2'/."x0.131'9;or Toe nail EXTERIOR WALLS-WIND LOADSIA WITH L./120 ON PLANS 24.INTERIOR BEARING WALLS ARE. TO BE BLOCKED @ W-0" O.G. 4-IOdbox(Yx0.t289 FLEXIBLE FINISHES 25.5TEEL ASTM A-36 PAINTED, 13OLTS AS NOTED (A307)1 WELDS-E70XX, 16dcommon(3'/,"x0.162') 16"o.c.face nail NOTE= L-SPAN LENGTH, H-SPAN HEIGHT. REINFORCEMENT ASTM GR. 60. 12 Top plate to top plate 10d box(3"x 0.128"):or 26.RECORD ARCHITECT IS NOT RESPONSIBLE FOR SUPERVISION, INSPECTION OR 3"x0.131"nails 12"o.c.face nail A. THE WIND LOAD SHALL 15E PERMITTED TO ESE TAKEN AS 0.7 TIMES -EXTERIOR WALL SHEATHING ADMINISTRATION OF THIS PROJECT. R-16dcommon(3'/"x 0.162'7 or THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE 2 Face nail on each side of end joint DETERMING DEFLECTION LIMITS HEREIN. .21 110 SUBSTITUTIONS: 12-16dbox(3/,"x0.135');or 13 Double to late splice (minimum 24"la slice length each ALL FRAMING HARDWARE SHOWN ON THESE PLANS, UNLESS OTHERWISE pp p 12-1"x0.110d box 1'nail128"):or p'p g MINIMUM ROOF LIVE LOADS 12-3"x 0.131"nails side of end joint) INDICATED IS "SIMPSON STRONG-TIE". NO SUBSTITU71ONS ARE APPROVED OR (IN POUNDS-FORGE PER SQUARE FOOT OF 44ORIZONTAL PROJECTION) O Z INSTALL lY,"W 20 GAUGE AUTHORIZED DUE TO THE RELATIONSHIP OF FRAMING HARDWARE TO THE OTHER ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER' SPACING AND LOCATION ! GALVINIZED STRAPPING 16" O.C. COMPONENTS OF THE STRUCTURE, ANY FRAMING HARDWARE SUBSTITUTIONS WILL 16dcommon(3'/,"x0.162") 16"o.c.face nail RENDER THESE PLANS NULL AND VOID AND WILL RESULT IN THE INSTALLER / Bottom plate lojoisLrimjoist,bandjoistor � TRIBUTARY LOADED � W/3-sd NAILS � EA. END MIN. 12" CONTRACTOR ASSUMING RESPONSIBILITY FOR THE DESIGN AND PERFORMANCE OF 14 blockin (not atbraccdwall mels) 16dbox(3/,"x0.135);or AREA IN SQUARE FEET BEARING ON STUD SURFACE A g p: 12"o.c.face nail MIN. 6" BEARING ON SOX SEAM j 3"x0.131"nails FOR ANY STRUCTURAL THE ENTIRE SYSTEM. ROOF SLOPE Bottom plate tojois4 rimjoist,band joist or 3-16d box(3'/."x 0.135'9;or 3 each 16"o.c.face nail MEMBER _ ENERGY NOTES: 15 blocking(at braced wall panel) 2-16d common(3/."x 0.162'9;or 2 each 16"o.c.face nail Z ADJUSTABLE LIG(-IT ROOF RAFTERS AS � � INSTALL "SIMPSON STRONG-TIE" 1. ALL CONSTRUCTION SHALL BE: IN ACCORDANCE W'TH THE REQUIREMENTS OF 43"x0.131"nails 4each16"o.c.facenail RISE 4 INCHES PER FOOT (1=3) TO LESS45 DSP TIES 0 32" O.G. W/ 10- 10d THE 2020 ENERGY CONSERVA"-ION CONSTRUCTION CODE OF NEW YORK STATE. 4-8dbox(2'/_"x0.113');or THAN 12 INCHES PER FOOT (IO.) 1-(ANGERS (LSSU210) NOTED ON PLANS NAILS PRIOR TO SHEATHING 2. EXTERIOR DOORS AND DOORS TO GARAGE U - .�O MAX. 3-16d box(3'/="x 0.135'9;or 1 11 3, WINDOWS AND ALL GLASS 11 - .58 MAX. 4-8d common(2'/_"x 0.131");or Toe nail STRAPPING CD CATHEDRAL 4. ALL FIREPLACES TO BE PROVIDED WITH A DAMPER FOR OUTSIDE COMBUSTION 4-1Oldbox(3"x 0.128');or AIR. 150-200 G.F.M. FLUE TO HAVE TIGHT SEATED DAMPER-MAX. AIR LEAKAGE 16 Top or bottom plate to stud 4.3"x0.131"nails MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS CRAFTER TO RIDGES - --------- 20 G.F.M.. 3.16d box(3'/z"x 0.135');or SCALE= y21I 1 r_011 Z TERMITE SHIELD OVER SILL SEALER S. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT THE SIZE, 2-16dcommon(3'/_"x 0.162'9;or End nail (IN POUNDS PER SQUARE FOOT) DESIGN AND TYPE OF MECHANICAL SYSTEM WHIC4 WILL BE USED IN SUFFICIENT 3-1Odbox(3"x 0.128'9;or DETAIL AS 15 REQUIRED BY THE BUILDING DEPARTMENT. 3-3"x0.131"nails 6. ALL THERMOSTATS SHALL BE ADJUSTABLE 45-75 DEG. F. FOR COMBINATION ° 11" DIA, ANCHOR BOLTS 72" O.G. I 3-IOd box(3"x 0.128'9;or USE LIVE LOAD MAX. (7" EM(EDMENT) W/ 3°x3" HEATING AND COOLING THERMOSTATS THE RANGE SHALL BE 45-85 DEG. F. 17 Top plates,laps at comers and intersections 2.16d common 0/,"x 0.162'9;or Face nail Q CO WASHER 1'-O" FROM 7. COMBUSTION EQUIPMENT FOR SPACE HEATING AND WATER HEATING SHALL HAVE 3-3"x0.131"nails n CORNERS) IN ACCORDANCE W/ 2020 RESIDENTIAL GODS OF NYS A MINIMUM COMBUSTION EFFICIENCY OF 75% AND SHALL HAVE STANDBY LOSSES 3-8d box(2'/,"x 0.113'1;or LE55 THAN THE CODE SPECIFIED MAXIMUM BASED ON ACTUAL EQUIPMENT SIZE. 2.8dcommon(2'/,0.128"x0.131");or EXTERIOR BALCONIES 60 SECTION 8403.1.6 8. INSULATE ALL PIPES AND DUCTS AS PER CODE. 18 l"brace to each stud and plate 2-10d box(3"x Face nail ° 1 '9;or DECKS 40 a. IST FLOOR SILL 9. WATER SERVICE TEMPERATURE CONTROLS SHALL BE SET AT 140 DEG. F MAX. 2 staples I%" 1 10. ALL LAVATORIES AND SHOWERS SHALL BE EQUIPPED WITH DEVICES TO LIMIT 3-8dbox(2'1Z"x0.1]3');or ATTICS WITHOUT STORAGE 10 NOT WATER FLOW TO A MAXIMUM OF 3 G.P.M. @ 60 P.S.I. PRESSURE. ]g I"x6"sheathin to each 2-8dcommon(2'1."x 0.131'1;or Face nail 11. HVAC COOLING EQUIPMENT SHALL BE RATED IN ACCORDANCE WITH TABLE 4-6 g g 2-IOdbox(3"x 0.128'9;or ATTICS WITH STORAGE 20 CJ_3 OF THE ENERGY CODE: MIN. E:ER (EFFICIENCY) SHALL BE AS SPECIFIED IN 2staples,I"crown,16 ga.,1'/,"long TABLES 4-8, 4-9, AND 4-10 OF THE ENERGY CODE. ROOMS OTHER THAN SLEEPING ROOMS 40 AOI 12. THERMAL TRANSMITTANCE VALUES SHALL NOT BE GREATER THAN THE VALUES 3-8dbox(2'/_"xx07.or 3.8d common(2'//,,""x 0.131'9;or SLEEPING ROOMS 30 TABULATED IN TABLE 5-1 OF THE ENERGY CODE. 3-IOd box(3"x 0.128'9;or 13. ALL MATERIAL CAPABLE OF ABSORBING MOISTURE SHALL BE PROTECTED BY A 3 staples,I"crown,16 ga.,1'/,"long STAIRS 40 DTYPICAL I 'WIND UPLIFT, VAPOR BARRIER LOCATED ON THE WINTER WARM SIDE OF INSULATION. 20 1"x8"and wider sheathing to each hearing Wider than I"x 8" Face nail LATERAL Sti'I�AR CONNECTIONS 14. INSULATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES FOR 4-8d box(2'/,"x 0.113'9;or GUARD RAILS/ HANDRAILS 200 CONTINUITY OF INSULATION AT PLATE LINES, BAND JOISTS AND CORNERS. 3-8d common(2'/,"x 0.131'9;or 3-10dbox(3"x0:128'9;or WEIGHTS OF MATERIALS (DEAD- LOADS) SCALE= ARCHITECTS STATE("IEI� 4 staples,I"crown,16 ga.,1'/,"long 14 1, JASON M. ORMOND, ARCHITECT, STATE THAT TO THE BEST OF MY Floor (AS PER RESIDENTIAL CODE OF NEW YORK STATE SEC. R801.2.2.2.1)- KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT THAT THE PLANS AND 4-8dbox(2'/,"x0.113');or SPECIFICATIONS CONTAINED IN THESE DRAWINGS COMPLY WITH THE N.Y.S. ENERGY 3-8dcommon(2'/."x0.131');or CONSERVATION CONSTRUCTION CODE. REFER TO RESCHECK COMPLIANCE REPORT 21 Joist to sill,top plate or girder 3-10d box(3"x0.128");or Toe nail AVERAGE DEAD LOADS SHALL NOT EXCEED 15 PSF (0.72kN/r."R> FOR FILED AS PART OF THE BUILDING PERMIT APPLICATION, ATTACHED TO THESE 3.3"x0,131"naiN ROOFS/CEILING ASSEMBLIES OR 10 PSF (0.48 kN/ml) FOR FLOOR CONSTRUCTION DOCUMENTS. ASSEt-ISLIES, EXCEPT AS FURTHER LIMITED 15Y SECTION R3011-2.2. DEA6 8dbox(2'/,"x0.113') 4"o.c.toe nail LOADS FOR WALLS ABOVE GRADE SHALL NOT EXCEED THE FOLLOWING= 22 Rim joist,band joist or blocking to sill or top 8d common(2'1_" x 0.131');or 0 plate(roof applications also) IOd box(3"x 0.I28');or 6"o.c.toe nail 3"x0.131"nails POUNDS PER WALL TYPES SQUARE FOOT 3-8d box(2'/,"x 0.113'):or (PSF) 2-8d common(2'/,"x 0.131');or 6 DIAMETER U THIS PROJECT COMPLIES WITH THE 23 1"x6"subflooror less to each joist 3_]0dbox(3"x0.128');or Face nail RESIDENTIAL STRUCTURES WITH TRUSS15 PSIF MECHANICAL CODE OF NY STATE, 2staples,]"crown,l6ga.,]%"long I EXTERIOR LIGHT-FRAME WOOD WALLS (0.72 kN/m") TYPE CONSTRUCTION, PRE-ENGINEERED Q CHAPTERS 12 THROUGH 24, THE PLUMBNTS PLUMBING CODE OF NY STATE, ITEM DESCRIPTION OF BUILDING ELEMENUMBER AND TYPE OF FASTENER" SPACING AND LOCATION EXTERIOR LIGHT-FRAME CCONSTRUCTION FOR NEW DWELLING OLD-FORMED 14 PSF WOOD CONSTRUCTION AND/OR LING AND/OR ER CHAPTERS 2S THROUGH 32, THE Floor STEEL WALLS (0.67 kN/m' REFLECTIVE ) ELECTRICAL CODE OF NY STATE, 3-16dbox(3'/r"x 0.135');or WHITE ANY ADDITION, ALTERATION A SIGN OR CHAPTE=RS 33 THROUGH 42. 24 2"subfloortojoistorgirder 2-]bdcommon(3'/2"x0.1629 Blind and face nail 10 PSF REFLECTIVE Rte SYMBOL DESIGNED IN ACCORDANCE WITH Blovtrer door NOT LESS THAN 010 PERCENT OF INTERIOR LIGHT-FRAME WOOD WALLS (0.48 kwm') PANTONE 31167 3-16d box(34,"x 0.135'1;or TITLE Il) NYGRR PART 1265 SHALL BE PERMANENTLY INSTALLED LIGHT 25 2"planks(plank&beam-Floor&restO o_16dcommon(3'/,"x0.162') At each bearing,face trail AFFIXED TO ANY ELECTRIC BOX ATTACHED and ductwork FIXTURES SHALL CONTAIN ONLY - INTERIOR LIGHT-FRAME COLD-FORMED 5 PSF HIGH E=FFICIENCY LAMPS 3.16dcommon 0/,"x0.162'9 STEEL WALLS (0.24 kN/m') TO THE EXTERIOR OF THE STRUCTURE FOR testing reqwired 4-3"x 0.13]"nails;or 4-10 box(3"x 0.]28'),or 80 PSF 26 Band or rim joist to joist End nail FIELD INSPECTION. 4-3"x 14 ga.staples,'/,,,"crown 8" THICK MASONRY WALLS (3.83 kN/rrSF HTTP://WWW.DOS.NY.GOV/DCEAMOTICADOPT.HTML#TRUSS Nail each layer as follows:32"o.c. 20d common(4"x 0.192'9;or 85 PSF at top and bottom and staggered. 6" THICK MASONRY WALLS (4.07 kN/m') D IOd box(3"x 0.128');or 24"o.c.face nail at top and bottom 27 Built-up girders and beams,2-inch lumber 3"x 0.131"nails staggered on opposite sides All exterior Iighting Q layers And: PROJECT SHALL COl`1PLY WITH THE FOLLOWING= 2-20d common(4"x 0.I92'1:or Face nail at ends and at each splice installed,replaced or 3-I0d box(3"x 0.128',:nr CA repaired shall conform Q N1101.14 (R401.3) CERTIFICATE (MAND�ATORY), 3-3"x0.]31"nails N 4-16d box(3%1"x 0.135'):or GLAZING I N�-, PROTECTION FROM WIND-BORNE DEBRIS o 0 1103.1 (R403.1) CONTROLS (MANDATORY), 3-16d common(3'/,"x 0.162);or to Chapter 172 Z Z 28 Ledger strip supporting joists or rafters At each joist or miter,face nail THE CONSTRUCTION TYPE ' 4-10d boxYx0.1 1"x0.128'1;or NOTE= PROVIDE STRUCTURAL WOOD PANELS WITH A MINIMUM THICKNESS OF FASTENERS AS NOTED DESIGNATION SHALL BE 111, STROKE PPR VED AS NOTED of the Town Code 1103.3.3 (8403.3.3) DUCT TESTING (MANDATORY), 43"x0.131"nails .� ,_ , „ IN SCHEDULE A130VE II. .III 1, , IV OR V' TO 2-1Odbox(3"x 0.128),or 2-8d common 4, AND A MAXIMUM SPAN OF 8 -O FOR EVERY WINDOW. PANELS INDICATE T. HE CONSTTHE RUCTION 1103.5.1 (8403.5.1) HEATED WATER CIRCULATION AND 29 Bridging or blocking to joist Each en ,toe na Eh dil DATE: (2/Z"xo.t31";or2-3"x 0.131'9 nails SHALL BE PRE-GUT TO COVER THE GLAZED OPENINGS, LAE3ELED, WITH CLASSIFICATION OF B.P.# p� TEMPERATURE MAINTENANCE SYSTEM (MANDATORY), SPACING OF FASTENERS APPROPRIATE ATTACHMENT HARDWARE. ATTACHMENT HARDWARE STRUCTURE UNDER SECTION Seal/ Si nature: 602 OF THE R SE DESIGNATION FOR STRUCTURAL C DESCRIPTION NUMBER AND Intermediate WINDOW PLYWOOD A9 NOTED COMPONENTS THAT ARE of TRUSS FEE: �Q� 1103.6 (8403.6) MECHANICAL VENTILATION (MANDATORY) REM OF BUILDING ELEMENTS TYPE OFFASTENER'•°0 Edges .„ SHALL 15E PROVIDED IN ACCORDANCE WITH THE CHART BELOW. GLASS TYPE CONSTRUCTION BY: (Inches)" (inches) NOTIFY BUILDING DEPARTMENT AT COMPLY WITH ALL CODES OF r5 "'F. /fes 1104.4 (8404.1) ELECTRICAL POWER AND LIGHTING Wood structural panels,aubtloor,roof end Interior well aheathing to framing and particleboard wall sheathing to}raming 765-1802 , 1 "I [see Table R602.3(3)for wood structural panel exterior well sheathing to wall framing] nF,fir FLOOR GIRDERS AN,INCLUDING SAM TO 4 PM FOR THE NEW YO R K STATE & TOWN CODES ` • o �'�' GIRDERS AND BEAMS '� SYSTEM 6d common(2"x 0.1 I3')nail(subtloor,wall)' FASTENER SPACING FOLLOWING INSPECTIONS: / 3O '/s"_yZ" ftdcommon(2'/,"x 0.131'1mtil(mof);orRSRS- 6 12' WINDOW VERTICAL t HORIZONTAL "R" ROOF FRAMING AND CONDITIONS OF ; 1. FOUNDATION - TWO REQUIRED S REQUIRED A I FASTENER TYPE SILL STIFFENER I; 01(2'/d"x 0.113")nail(rooty PANEL SPAN PANEL SPAN FANEL SPAN J }: * I S 41-0" 4'-6' 6'-e' "FR" FLOOR AND ROOF FRAMING FOR POURED CONCRETE 1 'J t ` 2 9 8d common nail(2/Z"x 0.131");or RSRS-01; r �,� !� 31 /,2'-I" (2'/"x0.113")nail(roof)' 6 12 ,:T'ti� No. 8 WOOD-SCREW-BASED ANCHOR „ „ 2. ROUGH - FRAMING & PLUMBING IOd common(3" 0.148'9 nail;or , 3. INSULATION ING BOARD ��'j 03 3 O� 32 ]'/"_]'/," 6 t_ W/ 2-INCH EMBEDMENT LENGTH 16 10 8 .;,�„�„ , r s 8d(2/ x 0.131"deformed nail � �3` A ^L Other well sheathing° No. 10 WOOD-SCREW-BASED ANCHOR „ " „ 4. FINAL - CONSTRUCTION '� T NOTE= WALL. # CLC. FINISHES SHALL I6 10 8 MUST RUSTEES F 1'/" alvanizedroofin nail,'/ "head W/ 2-INCH EMBEDMENT LENGTH PLYWOOD STORM PANEL nF t4;�� HAVE A SMOKE-DEVELOPED INDEX '/,"structural = g g „ „ BE COMPLETE FOP, OF NOT GREATER THAN 450 AS PER 33 �shcathing diameter,ort/,"long 16 ga.staple with /,,"or 3 6 SHUTTER DETAIL C.O. 1rSrn nr�+ SECTION 302.9.2 OF 2020 I"crown " CONSTRUCTION Y4 DIAMETER LAG-SCREW-BASED a a „ RESIDENTIAL CODE OF NYS, 34 ,"stmcturalcellulosic ]'/,'galvanized roofing nail,'/„"head diameter, ANCHOR W/ 2-INCH EMBEDMENT LENGTH 16 10 8 REQUIREMENTS SHALL MEET THE Project No. 2026 fibstruct r sheathing or]'/,"long 16 ga.staple with,,"he r I"crown 3 6 ENTS OF THE CODES OF NEW FLAME SPREAD # SMOKE-DEVELOPED f1."galvanized roofing nail;staple galvanized, YORK STATE. NOT RESPONSIBLE FOR HERMAN INDEX FOR INSULATION SHALL BE IN 35 /, gypcumshemhing ]y:"long;t'/,"screws,Type WorS 7 7 ACCORDANCE W/ SECTIONS 302.10.1 ,',/4"galvanized rooting nail;staple galvanized, DESIGN OR CONSTRUCTION ERRORS. THRU 302.10.5 OF 2020 RESIDENTIAL 36 '/,"gypsum sheathing' 7 7 P/x"long,1/x"screws,Type W or S RESIDENCE CODE OF N`r5 Wood structural panels,combination aubtloor underlayment to framing 4" V.T.R. 4" V.T.R. 37 '/,"and less 6d deformed(2"x 0.120")nail;or 6 12 -11� ROOF RETAIN STORM WATER RUNOFF 8d common(2'/,"x 0.131'9 nail OCCUPANCY O R 675 Westview Drive 38 ,/"_,,, 8dcommon(2'/"x 0.131'9 nail;or 6 12 i I PURSUANT TO CHAPTER 236 Mattituck,NY S UNLAWFUL Town of Southampton 8ddefommd(2/Z x0.120")nail LNDRY 1 OF THE TOWN CODE, USE I UL ty, r391'/="-1'/," IOd common(3"x 0.]48")nail;or 6 12 1 M M. BATH 1 KITCHEN Suffolk Conn ,NY _ WITHOUT CERTIFICATE s.c.T.M #: 8d deformed(2'/,"x 0.120")nail I n _ _ r- 22 Z--- 2r' L-�-... .2 fir ,r -'�---1---, -�---i ARI=A CALCULATIONS OF OCCUPANCY Joll 2 I 12„ �2„ 12„ 21r 12" EXISTING GARAGE SPACE CONVERTED TO LIVING 1016 50. FT. TABLE R301.2(1) SINK - 12" 2" K.5. CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA W.C. I i EXISTING DECK CONVERTED TO SCREENED PORCH 228 5Q. FT. Architect of Record TWM SHR. TIIJH DW NEW CARPORT = 35 SQ. FT. WIND SUBJECT TO DAMAGE FROM WINTER ICE-SHIELD AIR MEAN Jason M. Ormond, GROUND SEISMIC FLOOD WIND IST. FL. SNOW SPEED DESIGN FRosTLINE DESIGN UNDER-LAYMENT ZONE EXPOSURE FREEZING ANNUAL Ilh 2" 2" I>h 2" .NEW-POOL •�----.v0 SQ_ PLUMBER CERTIFICATION Architect LOAD 'J ON LEAD CONTENT BEFORE (MPH) CATEGORY WEATHERING DEPTH TERMITES DECAY TEMP REQUIRED INDEX TEMP 3" 20 PSF 130 SUFFOLK SEVERE 3'-0" MODERATE SLIGHT TO SUFFOLK YES X B 599 52.1 s" CERTIFICATE OF OCCUPANCY 120 Mill Road MPH B TO HEAVY MODERATE 11 r__> F.A.I. Westhampton Beach,NY 11978 C.O. SOLDER USED IN WATER T:631-897-3775 a" 1 SUPPLY SYSTEM CANNOT F:631-288-0549 E:jason@jmoarchitect.com NOTE= THIS SET OF FLANS HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2018 INTERNATIONAL BUILDING PLVN�BII��._ STATE ENERGY 2020CONSERVATION NIEN K STATE CONSTRUCTION UNIFORM GODEE PREVENTION AND £BUILDING CODE AND THE TO EXISTING APPROVED ALL PLUMBING WASTE.. EXCEED 2/10 OF 1% LEAD.SANITARY SYSTEM Date Scale EM &WATER LINES NEED, TESTINR BEFORE COVERING 9/14/20 AS NOTED PL.0 1" B I NG RISER D I AGRAi"( t Elevation ( Latitude Winter Summer Altitude Indoor design Design Heating temperature Drawing Title ( heating cooling correction factor temperature temperature cooling difference N.T.S. ELECTRICAL NOTES 40' N 12.5 deq 84 deg correction 1 70' 75' (dry bulb 63'wet bulb) 57.5 INSPECTION REQUIRED Cooling Wind Wind velocity Coincident Daily Winter Summerf.?.1 2 �;�� Drawing No.: temperature difference velocity heating cooling wet bulb range humidity humidity r' 9 15 7.5 71.5 range m 30% 45-55% Q (Do) D A 02 INLET PRECAST COPING EXISTING DECK �` ABOVE •"•` �j AUTO SKIMMER sr WATER LEVEL4.•. " wMAIN/DRAIN rte -- POOL S GT I ON i I ,. SCALE: 1 411=1'—O" I I I i I I I I 10 I L � -------- , -- -------I UP I I �/ I I •? I I I I PROPOSED OPOSED I — I I 'eGUNITE EXI5T'G FL OR JOISTS -- EXISTING I POOL DEMO EXISTING CHIMNEYJ I ——— SLAB ON I ; FOUNDATION BELOW I _—— GRADE I I GRADE. FILL EXISTING FLUE W/ CONCRETE I EXISTING I– �— ------------- --J BASEMENT POOL PLAN 1 SCALE: 11411=11-011 0 I O r L 3 v 1 � C�' 1 i F–XIST'G FLCpOR JOISTS EXISTING O ATTIC Q UP / ROOF CONSTRUCTION 30 YEAR ARCHITECTURAL GRADE ASPHALT ROOF SHINGLES TO MATCH EXISTING I5# BUILDING FELT EXTERIOR PLYWOOD SHEATHING ROOF CONSTRUCTION 2"xa" R.R. � 16" O.G. 2"xa" R.R. 16" O.C. j 30 YEAR ARCHITECTURAL GRADE ASPHALT ROOF SHINGLES TO j I MATCH EXISTING EXISTING EXISTING HALL EXISTING Z 15# BUILDING FELT BEDROOM CLOS. BEDROOM 1z" EXTERIOR PLYWOOD SHEATHING CO O -_-- I 12 EXISTING z ATTIC I BLOCK EXISTING GARAGE I I NING W/ 8" X DOOR OPE 11i�171' i1TruT1IZ!�—llZ�!�ZO? TT7? 7J7 �T CONCRETE BLOCK UP TO Seal/ Signature NEW FLOOR JOISTS I I / Sx1 D �, `® 2"x4" KNEE WALL UPEW O FROM GARAGE SLAB, EXISTING r PROVIDE 36 WIDE SCREENED DINING MASTER ACCESSPORCH BEDROOM I EXISTING (EXISTING DECK) I CLOS. EXISTING GARAGE SLAB GARAGE CARPORT `; EXISTING WALL—/ I I t'd �3AN TO BE REMOVED 5" REINFORCED CONCRETE SLAB W/ INSTALL S" LONG #4 BARS I I 6 x (P x W2.0 x W2.0 VERTICALLY 0 12" O.G. – 4" W EPDXY COATED EMBEDMENT INTO EXIST'G WWM OVER FOUNDATION WALL t FOOTING COMPACTED FILL Project No. 2026 SET W/ NON–SHRINK GROUT *. .^ HERMAN N RESIDENCE i II 675 Westview Drive \ - \ BACS TING Fire separa Mattituck,NY required ar pqr Town of Southampton Sn 231-011 8`' S G T I O N NYS S Code Suffolk County,NY S.C.T.M #: t1v.G SCALE: %4"=1'—O" UNEXCAVATED 5" REINFORCED Architect of Record CONCRETE SLAB W/ . x 6 x W2.0 x W2.0 Jason M. Ormond EPDXY COATED OVER Architect COMPACTED FILL ( 'w� a S" THK. POURED CONC. oad FOUNDATION WALL ON 120 Mill R 5" x 16" WIDE POURED Westhampton Beach,NY 11978 CONC. FOOTING MIN. T.631-897-3775 3'-0" BELOW GRADE F:631-288-0549 E:jason@jmoarcbitect.com — — — — — — — — — — — — — — — — — — Date Scale A 9/14/20 %4"=1'-011 02 2,4t-411 Drawing Title FOUNDATION FC)U N I AT I ON PLAN PLAN/ SECTION Drawing No.: In-0 A ' 0 4"x4" POSTS (2)- 13/4" x 9Yz" LVL HEADER I--------------------------------1 I I I fY iq'-O" fY 8'-8"t I 1I DECK 4 REPLACE J � a u > DEMO EXISTING ROOF 1 ROOF I 51DING AS REQUIRED = z NEW a 1 I ° N SCREENED EXISTINGco - T - PORCH x 6 DECK I r-----------------------------I --- --�-1 x (EXISTING DECK) lb x 1 ( I I II I II 0 I I I I I 1 1 II AA I II C*4I II 02 I II o II I it II i II FWG120(I1-4 EXISTING I I p (2)- 13/4" x 14" LVL HEADER ------------------� I T�!x 6 LL EXISTING U r I I DINING 0 I I I 18'-4"t p EXISTING EXISTING ( I I I (EXISTING) LL PINDR. BEDROOM ( I L I EXISTING AWNING (FORMERLY 2 BEDRO91`115) - WINDOWS TO BE I (0 I I I REMOVED '" L — N= � I I O p DEMO EXISTING I I FIREPLACE * CHIMNEY -� EXISTING, J PROVIDE NEW DIRECT _ z CLOS. F3r EXISTING I I (L(0 VENT GAS BOILER IN WALL N H EXISTING FLUSH HEADER LIVING II BASEMENT OVEN_ _ — — — — N X � r� 0 O EXISTING s.D. i t m ITGN N I DESK - O DN i BATI••I O DN CNI SINK 1 i � u 1 1 —— ISLAND 0. I X a DRESSERI IUB (V I i \ I S.D. I DEMO EXISTING -- o I O I 0 BAY WINDOW EXIST'G FLOOR JOIS 5 6'-411* I I O WINE RIDGE SOD. I XISTING I SATN co I •� STOVE I I Ln EXIST'G FLOOR JOISTS -------------------� S.D. F,,1 6'-8' 411 5'-O" OTUB ( ISTINGN z EXISTING EXISTING BEDROOM I" �' MASTER ;r ' MASTER Na BEDROOM �X� 6 BAT4-I n BE ROOMw W (FORM DINING) I 03 I q :AV] LAV I we I ly � — — — I I 'LU -OI' ry 411 3'-O" II EXIST' GLG. JOISTS I I CLOS. I A I � 1 02 I Z x 6'-0" 4" 5'-O" ' 2'- " N 10 LAUNDRY ——— ZZ , REMOVE EXISTING I I Z 1 '`Q I CLOS. ;r I GARAGE DOOR 4 BLOCK Q (n 3� OPENING Wi 2x4 FRAME DN VANITY WALL, FRAME OUT WALL N ADDITIONAL 6" ( 1 I I 1 Seal / Signature w w 3: EXI57'G GLG. JOISTS I I {Cf j'O �} i EXIST'G GLG. JOISTS411 D IL EXISTING �I GARAGE �I I I y o z z 03334e I FN I I 1 Project No. 2026 1 I HERMAN I 1 _ i RESIDENCE r— J 675 Westview Drive I 31_0f1 —1------------------- 1 Mattituck,NY i Q 1 i Town of Southampton a i z a 1 I Suffolk County,NY J w ; 1 I S.C.T.M #: J2" x 8' R.R. # G.J. 1}I L 2" x 8" R.R. 4 G.J. J I I lan 016" O.G. ly J X &� I6" O.C. I I i I ol=. CARPORT X Architect of Record r x Xa I I Jason M. Ormond, I 0 4x4 POSTS � I I I Architect FOWN O FOUNDATION �'1 I i ( 120 Mill Road Iv WALL Westhampton Beach,NY 11978 (2)- 131'4" x 9YZ" LVL HDR. (2)- 13/4" x 9&" LVL HDR. I I I T:631-897-3775 ——- F:631-288-0549 E:jason@jmoarchitect.com - - - - - - - - - - - Date Scale A 9/14/20 %4"=1'-011 Drawing Title = FI RST FLOOR PLAN SECOND FLOOR PLAN FLOOR PLANS SCALE: I/4"=I'-O" SCALE: 114"—V-0" Drawing No.: 1Q)Q3 ROOF CONSTRUCTION 30 YEAR ARCHITECTURAL GRADE ASPHALT ROOF SHINGLES TO MATCH EXISTING 15# BUILDING FELT )2"' EXTERIOR PLYWOOD SHEATHING 2"x8" R.R. a 16" O.C. EXTEND ROOF OUT FOR NEW CARPORT ----------- ------- 7 77 l i j _ I � i IJ-_ 'i � � � �� 'II I7 f 4 ilj 4-W- CARPORT 4 Ii II Ri4 14 REMOVE EXISTING —EXISTING AWNING GARAGE DOOR 4 BLOCK -r ELEVATION WINDOWS TO BE OPENING V41 2"x4" FRAME �^sl FE S REMOVED WALL, FRAME OUT WALL ADDITIONAL 6" SCALE: ROOF CONSTRUCTION 30 YEAR ARCHITECTURAL GRADE ASPHALT ROOF SHINGLES TO MATCH EXISTING 15# BUILDING FELT )V EXTERIOR PLYWOOD SHEATHING DEMO EXISTING ROOF 2"x5" R.R. 0 IV' O.C. DECK * REPLACE SIDING AS REQUIRED 0 F7 / DEMO EXISTING FIREPLACE * CHIMNEY PROVIDE NEW DIRECT —VENT BOILER IN BASEMENT -------------- ------- 7 7 �I 'II� iMI �II iI�,Ii �� 'IIIIIIIIIIIiIIII —IjI Ii IIIIII L—— —l-----.--�i'{=1,'=l'##..�.f—fir�, ."I�f� ,p-- ,��- —�iati,;}E'{''J�-t'.��i 7' --,1— 7 7- ——---——— I 7t t 1 t IIII PROVIDE BLIND FLASHING 09 WA-- L--L 14 41,1 it 4 it I t f U", I;I it �:�jj :ij j, 11'. z 0 z SOUT44 ELEVATION SCALE: Seal Signature 0 t' Mt' T 4 0 r � -j 0333AN 0 EXTEND ROOF OUT FOR NEW CARPORT Project No. 2026 RESIDENCE 675 Westview Drive Mattituck,NY Town of Southampton Suffolk County,NY ---------— S.C.T.M Architect of Record r �41 7 7 7 7 Jason M. Onnond 4 Hjl�j -11 q ir 1q: 120 Mill Road Westhampton Beach,NY 11978 T:631-897-3775 �T—t CARPORT F:631-288-0549 E:jason@jmoarchitect.com t Date Scale '4 9/14/20 Y4 1 —011 Drawing Title T11 v ELEVATIONS 10 j t-4 \-17-0 EXISTING \—DEMO EXISTING Drawing No.: FIREPLACE 4 CHIMNEY BAY WINDOW 4 PROVNEW F=ASTF=AST ELFEV AT ION VENTIDE BOILER INDIRECT ASP QUIREDSIDING BASEMENT INSTALL NEW SIDING Q a SCALE: 11411=11-011 AS REQUIRED