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HomeMy WebLinkAbout47109-Z �o�OS1IFEdLkCoG, Town of Southold 12/2/2022 a y� P.O.Box 1179 o - o 53095 Main Rd y� rl Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43643 Date: 12/2/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 945 Three Waters Ln., Orient SCTM#: 473889 Sec/Block/Lot: 15.-6-15 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/1/2021 pursuant to which Building Permit No. 47109 dated 11/15/2021 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: alterations and additions, including front entry and rear screened porch,to existing single family dwelling as applied for. The certificate is issued to Dennis,Noel&Burke,Victoria of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 47109 10/4/2022 PLUMBERS CERTIFICATION DATED 8/16/2022 G org Berry, Jr. ut ori gnature �o�SUFFe c TOWN OF SOUTHOLD ay BUILDING DEPARTMENT C* z TOWN CLERK'S OFFICE "o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47109 Date: 11/15/2021 Permission is hereby granted to: Dennis, Noel 945 Three Waters Ln Orient, NY 11957 To: Construct addition to existing single family dwelling as applied for. At premises located at: 945 Three Waters Ln., Orient SCTM #473889 Sec/Block/Lot# 15.-6-15 Pursuant to application dated 11/1/2021 and approved by the Building Inspector. To expire on 5/17/2023. Fees: 1` SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $576.00 CO-ADDITION TO DWELLING $50.00 Total: $626.00 Building Inspector TOWN OF SOUTHOLD offal �� BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE Wo • 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#: 460a Date. 5/6/2021 Permission is hereby granted to: Dennis, Noel 945 Three Waters Ln Orient, NY 11957 To.- demolish portion of existing single-family dwelling as applied for. Additional approvals/permits will be required. At premises located at: 945 Three Waters Ln., Orient SCTM #473889 Sec/Block/Lot# 15.-6-15 Pursuant to application dated 4/16/2021 and approved by the Building Inspector. To expire on 11/5/2022. Fees: DEMOLITION ,$241.60 Total: $241.60 i Buildingrsvetlor TOWN OF SOUTHOLD-BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtoi nM.gov 4i. F Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. -- J- Building Inspector: NOV 0 1.20214 /60 BUILDING DEPT Applications and forms must be filled out in their entirety. Incomplete TOWN DF SflUTHOLD applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: i OWNERS)OF PROPERTY: Name: i/l(+ 7"o A &,Cgc V Mdk'C 4!91-CA-11V15 SCTM#1000- J�5 C—ID ✓/J" ,QcoC46" DoT/5' Project Address: 9'J'Y 7 f 12-j w//T!'/f" 41vNZ Phone.#: 611_ 23 _ 82 /+7 Email: v�harke. 0A TAI CvA Mailing Address: / S 7 7—�7Q��Z /// i l'�S L�9�✓N Dle/ h'�✓T /1,//1,/#Y,, 1/95-7 CONTACT PERSON:/ Name: da Mailing Address: l�2 �f-7�.t �VIC- , 1zA110 T AI,, 1/9 Y9 Phone#: 6� Z 6'_ f Email: / r � �j[ ,47'/A /y A DESIGN PROFESSIONAL INFORMATION: Name: PAP S' 19 , P/C117-E,2 (AC G /SiT9ir-4-7 9G1 C / /TIC cT Mailing Address: 70 S r J i 1 Phone#: 6'31— 77 _ O 9 9 Email J., CONTRACTOR INFORMAMON: Name: Bt( iCT ll?i 117- 1=-1v7W4 PoZ15'Fj /w C c) 4';j7//C Mailing Address: Z �-7W1 vr- 7- Phone#: 6-J/ _ 2 c _ 9,T10 Email: 4r 71 DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure KAddition O<Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Q- 597o a © T® a Will the lot be re-graded? ❑Yes PNo Will excess fill be removed from premises? fdYes El No 1 PROPERTYINFORMATION Existing use of property: Intended use ofproperty: p . /Q�S�tJ�U✓C.� . Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to 10,D this property? ❑Yes;XNo IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit,pursuant to the Building Zone Ordinance of the town of Southold,Suffolk,County,New York and other applicable Laws,ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,.ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary Inspections.False statements made herein,are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): 1196 ,6,L 7 />�. lciz/�C (Authorized Agent, El owner Signature of Applicant: e;,7' Date: 1015-121 ,e'0 STATE OF NEW YORK) SS: COUNTY OF % 5�\\L ) 9,qg-0e7- /�, Ail being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the CoA.,TojgCa To-�L (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 y h day of O mob es- .20- Notary Public ALICIA WALKER Notaryo bliic State of New York 364 0 PROPERTY OWNER AUTHORIZATION Suffolk (Where the applicant is not the owner) Commission Expires Sept 25�a� ve C Ta Ag l f /9• air/�KFL I, /va Fr c 4FA0A11 S residing at 41 V 7-/�-W r �.9�✓F ©����✓� N.,% //9S7 do hereby authorize ��'�z GL-T �. ei IVC to apply on e I the Town of Southold Building Department for val as described herein. 0 er' Signature ��1NPey ktotHwiwe, Date VIM&4 By U Print Owner's Name 2 oma° Fo�K�oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 117'9 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 hUs://www.southoldto=.go Alp Date Received APPLICATIO14 FOR BUILD114G PERMIT V ,..... ..�. t i P r' `t For Office Use Onlyi1 ' l APR 1 6 2021 PERMIT N0. _ Building Inspector: Applications and forms must;be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an !'. '\' `1 ' ' `;r''+l`''`' owner's.Authorization form'(Page 2)shall be completed. Date: OWNM(S).OE PROPERTY: Name: 11IC% /r' SCTM#1000- Project Address: 9 _-•... ��I� __ ..�✓/ TE _ _.. 1N _ ._6? /FA✓7' Phone#: ��/.. � �_�.��.%_7.-..._._._..._..._. Email'..,/ Mailing Address: 97..�....,..Ti%� �. .lN//�%cQS �[fii�✓T. . .�fGc'���✓T N.,.y-_ _./l.9S....�- COl!JTACT PERSON: Name: ' Mailing Address: . s�. _Z__.-......, f�'_ ./-�f/�- �.�L �✓..�d .._yalr...__ ��.y'_. 6 -------------- Phone#: 6' 8S 0....__- .Email: 1fo.6- 7i.o-/Q Ai o Q11A&A,,,._iuZ7 DESIGkkOFESSIONAL INFORMATION: Name: U , i'�.5..- .�_..._ iC.k_�. � -.._.-....... !!f��/ST✓r�i� /��.?F- / Mailing Address: 7a s -V` ...�...._.__.��95 . Phone#: Email: 1 9.8 �I..ct/N.Cw -rd .A_e7�_..__._. CONTRACTOR INFORMATION: Name: Mailing Address: ... ' `' � r%7� 'z,+ l�Q7` /iO _ T Phone#: . ���_.---..9 .G Email: {s-/ ' -0 _. DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair Demolition Estimated Cost of Project: ❑Other $ ' o®® Will the lot be re-graded? ❑Yes XrNo Will excess fill be removed from premises? Dyes ❑No 1 PROPERTY INF t ORMATIOM Existing use of property: J",O C-E Intended use of property: A'?0 T1,01F&/C,E Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes No IF YES, PROVIDE A COPY. ❑ :heck Boi.After Reading: Thelowner/contractor/design professional is responsible for all drainage and storm water Issue's as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone_ Ordinance of the town of Southold;'Suffolk,iCounty,New York and other applicable Laws,ordinances or,Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws;ordinances,building code, 1 housing code and regulations and to admit;authorized`Inspectors on premises and irnbuilding(s)'for necessary inspections.False statements madeherein are ponishable.as a Class'A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(print name): f D9Rge �9 , 16—r WAuthorized Agent []Owner Signature of Applicant: V3 STATE OF NEW YORK) SS: COUNTY OF ) JDI YR Q 7" /� , �,E /��- _being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)heisthe Co ivTgeAc'_To9. (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 V`3 day of �so�\ ,202.\ Notary Public ALICIA WALKER NotaryNo OIWA6153064WtY�ork PROPERTY OWNER AUTHORIZ/•1T0®�rom0usfoieEixpiesSept.25,'�Z- (Where the applicant is not the owner) 1, A/o 6.L OFz�121U residing at 9'�S Ty��� 1k..,4%�2S 4,,;�� 0W1,fs.j7- gAIX //9 do hereby authorize 4�9, �-,/C/7/C_ to apply on m eha t the Town of Southold Building De artment app oval as described herein. 11.3 Q2,/ w 's Signature p.ur S� N1 .1-rd V Date `eI G D Zt- Print Owner's Name 2 pf SO!/jyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G sean.devlin(c-D-town.southold.ny.us Southold,NY 11971-0959 '� • COUNTI,�c� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Noel Dennis Address: 945 Three Waters Ln city:Orient st: NY zip: 11957 Building Permit#: 47109 Section: 15 Block: 6 Lot: 15 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 12 Ceiling Fixtures 6 Bath Exhaust Fan 2 Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 5 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 3 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan 2 Combo Smoke/CO 1 Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 2Q 4'LED Exit Fixtures 11 Pump Other Equipment: Notes: Addition of Front Entry, Bath, Bed and Sitting Inspector Signature: Date: October 4, 2022 S.Devlin-Cert Electrical Compliance Form as oJ. Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 �. O Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: _ ,d-d a�� Building Permit No. �7 bb Owner: .V OY f- � (Please print) o Plumber: u LC7 J ! i lease print) I certify tlh, t the solder used in the water supply system contains less than 2/10 of I% lead, l umbers Si e Sworn to before me this day of u "Zl 20 0�a VLCKI BERRY . Notary.Public- State of New York � ppNo. 01 3E607000 Notary Public, 'f'iC��ltounty tual.ifed„in Suffolk Dunt ' res ommission-Expl:. _._ - #� SOyo# . � r0O1'YD -3 YaAn�L TOWNF SOUTHOLBUILDING DEPT. - 765-1802 ' ' INSPECTION [ ] FOUNDATION 1ST [ .] ROUGH PL13G. [ ] FOUNDATION 2ND F, ] 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: �r.-� �) d A Gti✓ ro OF A01 c — 0 DATE t INSPECTOR Com- o��OF so// H-7 I * # TOWN OF SOUTHOLD BUILDING DEPT. ��coaHne 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) t)d ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 4n7 4c Q ^� t zz-/(/0-,7ez_ �n ? DATE INSPECTOR l Of SOUTyo<o ll f TOWN OF SOUTHOLD BUILDING DEPT. °`ycou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FI RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ LECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ✓YJ Ainr2 Q14N..or . 9 /f/. ffu<E� ", - off 4 16�k el KAKII - Dom , S p DATE INSPECTOR 1,712,51g 2 -�- �rrCfSo& TOWN OF SOlUTHOL® RUILD1111 aDEPT. 631=765-11802 ksumdoers OrT 2 ,t 2022 gel ��°� done.. �. . 5 _ ilLDl�. j57n 01±r1 COUNTRY RD RIVERHEAD NY i mam. [ ] FOUNDATION IST [ ] ROUGH PLBG. - STORF MANAI;r:k S I Ril PFT T f FOUNDATION 2NDINSULATION/CAULKING 1222 011(702 0 !?3 1 n/05:'22 08:1 AlvI SAI F. CASHTER I?OI'11 r2TA i,114fi'i(i jt)9ti7'22 t;IjPi i:flc,L••n(:!{ ;.n1 .<lq.: .:I!j,98I. ] FRAMING /STRAPPING [ �]�FINAL 24")Q6"-X f=UND1VALUEI$41. 138-.:1C (:;I3ld cflGr [ , FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION 4P5.98 M,111'Lary Discok-II l` .: ;" , 4-Ei0 FIRE RESISTANT CONSTRUCTION FI .E RESISTANT PENETRATION Mt.l!,f r,l-jURN AL.I. . l;l�hl:ru"F,IIF?`A ! u1.1. ki-f-UND I l [ ] � [ ] ELECTRICAL (ROUGH) [ �,�,11ELECTRICAL (FINAL) r suilTornl. 41.3s " i SALES •I AX 3.57 I oT 91_ ;$414.J5 [ ] CODE !/IDEATION [ ] ENTAL >„};X)(J?xXX,(xxtil.2J�loMr. T) IDT PRE C/O [ ] R ' F�II"Ei,{`(;hi'Ir`:1Jt:1C,r)rl�01 5fi<j TA REMARKS: 't ,' i _ !1� �C/ s1 '�i f� � ) wC �' Chile ,, s a , tit ATI) Al uJllj�tJi:ii i1�1))N 1►l flnl];il)I. 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R s S%� w i f/ F T�Pr loL�QCI� IIWTI C JAMES A. RICHTER, R.A. — 705 FRONT STREET GREENPORT, NY 11944 . A 1 Rr C HILi,1,IT E" 'C T,,UIR-E February 16, 2022 SOUTHOLD TOWN BUILDING DEPT R. O. Box 1.179 SOUTHOLD TOWN HALL SOUTHOLD, NEW YORK 1 1 971 Re: Victoria Burke & Noel Dennis 945 Three Waters Lane Orient, N.Y." 11957 BP # 4109 FOUNDATION INSPECTION I have completed a site inspection of the new construction for the above referenced Building Permit. It would appear from my visual.site inspections as well as.my own personal observations of ongoing construction related to the residence that all work has been performed in accordance with current requirements of the New York State Residential Building Code, Latest Edition: I'have inspected the 8" Concrete Footing, Foundation&Membrane Waterproofing . for the above referenced location and found it to be in compliance-with the requirements of the New York State Building Code, Latest Edition. Pictures have been enclosed for-your reference. If you have any additional questions regarding this matter, please do not hesitate to contact my office. EQ nc ely; A. J es A. Rir egistered e% °• 0205°'yOQ� - � NEv`I ��� � - � � - tie � `# .,'� .- ��r . 4_ �.�', _ �:.::. ;� [ate •�yra+�'E�' x''- �.� w :�. ._ Y�S - \Y. ... ti'.�,6`.. � ter. �k '1Y� yjA�f iv.��_ �a � f g, - Sys eK '�'4�` �'����f.rt;. � _� `� _ > [ P � Y { t, t. �. \ i '��M'�'T" gyp, y' �� '1'{ +..; .j;,.�". � C *�. '.. dew � _� ,�-. ,�. 2 .� _ f U�y .. ..`�. .. �� a ,. .. s � _ .:: �.� � �,. . .N. i.. _ w --5,. v ?- ti .-: �.. _ �� :Y �, _ 9 _fi,.. _ _ ,��_:_ - . . .+:.' a �- ei „_ ,- -• f �,. �� .c, -': +r �::A 1 - I • e i r, i A " y c s. y (Y a✓ -�.(hf` M• �.� - i _-tom - ...1, ' r �Q� �y,. .. ��� � _ .ii• r ! jay+ ',�.. - 77. - - •. 1 - Mlu. h 1 +�' ' I 0- 0000 Ak .W7 *7 AN r � { r alln _ r •H.zw s � -« �. + -. i. _ - - `- -. � .-.f- a:f �it r�.^ � - -� iii+�'� a j '' •rte_ `.�-. - .�. i �.� sr; �`,is.\\ - ? f"s .. C'd'r � r .,�-;s _ ``„ , x r, w � r -' �A, - jx ..:••rRr4'tr f �'-'r"a _.:.r` vJ,.a; t, y + `,r Y.., r �,. F i. 1 ..a'- �° '.y'`�..; '�`•• - \ �,• r i� -.--•t� �.5 it-` s,df;. �Yr�.. `�3:-^�AW - f b _ •A IIL .t 44 xi L ` 1< �� 'L ;v�� � '4C��•"S'?��aa1��1.e �M ���~ �fit` � � f � j b ^ _ �`� -.: • ' DPIspa_, t.:y Cyt ..e+M� �.A, �,•�1+c'���R'# k'� '.tI<t{� \ �+ai.Y �.`�'-�.�„�. T , 1.. �� •'O�Fk{ �tyL.. +�4..'� 't vf�?,e `A,-t.It t.-J�- �.. ` .,.. ...'.'-moi:• ,-. - JAMES A. RICHTER, R.A. - 705 FRONT STREET - GREENPORT, NY 11944 AR) �■: 0-iff-i B C F March 1, 2022 SOUTH❑LD TOWN BUILDING DEPT P. ❑. Bax 1 1 79 SOUTHOLD TOWN HALL SOUTH❑LD, NEW YORK 1 1 97 1 Re: Victoria Burke & Noel Dennis 945 Three Waters Lane Orient, N.Y. 11957 BP # 4109 H-1 o09 FRAMING INSPECTION I have completed a site inspection of the new construction for the above referenced Building Permit. It would appear from my visual site inspections as well as my own personal observations of ongoing construction related to the residence that all work has been performed in accordance with current requirements of the New York State Residential Building Code, Latest Edition. I have inspected the Framing&Metal Strapping for the above referenced location and have found it to be in compliance with all current requirements of the New York State Residential Building Code, Latest Edition. Pictures have been enclosed for your reference. If you have any additional questions regarding this matter, please do not hesitate to contact my office. Sin ely; es A. Ri t gistered Ar o. p2059� � OF �N � 7 t .t. JI� �.r ,M1l• - i. I P S � J_ 1 t /y • i ti•; • , • 1, f. .. ) �^ �,Y�� !"moi V M ti,, f 111 i M ` 4 3 `f x � I 4 5, i�'. • ;�� •°"''s: fir• "�. ' �. ,. 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Y 1 6-0 'sa `N 1 ti i t tF ��� �1_ l:N'' .k rr �.,',t1�,1 � '�• ,.� � .�5 `l 1�� .i Vit.�: -��" ..,- , '..:-- _'�-.—�=.S�-.�-:1-`-sem__'-_.=-._'�_ .__ _-�� ,� - ��'� `.i, � w'•. '�aR��t PW *44 - _y _ `�3k .•m Mtn �. 4 s '� VV • - - � .V- �, -i• 'k � �,P� ���• _ i�_. :.'SIS•, �':JC� .v e�`..S'�' a �; f t�"�" L ,Z 1 j''r �..•c.s�y--�•�.�� ,,, .� +.i- "�i-+'.: • ,.'} Y .�.�� ^ -.''� s s'�. �'�'�--_-:_ v 1I've� t �. 1 -\ II..�fi' .�a_"i i � Y 'y;T .,a r" � • +�_._' �i • rnh .w► .: ,-.".. _ r -.r, * 4 n; .ku 41 t wl v a _ �lK y i ,� �« ACS fe,. s:r�'� �± _ 1yr `�, �-,, �`'� A� F M � .� R 1 r•. • •r � . ,.4, 2•" - .cam -:,.Ct,,d,...` - _ r , 10 e, ' s. ,qy ONO - ,. ,_._-., a -N ..- ... Nip 8TO 1, rr- P AR ik 2� n'. f (/LA'S � _maw..✓' � }- \S to + - •t \ 444 ,7 k JKA INCs 1 t ' fi `yam 'I - -r :z 1 r y If AMc► Ar ,.• ---+_,.,rte,• r` :�'',,� .� : ropow " � {� � -.Z{� �(< is: � � �� �� '• r Y , 4 �1• `'fit � X76►K -� F�.1.. .� - r '• ':,S-,'� ��r,•a��_'�:' � .;ilk r OL F dr ♦4S'.. �� _ Y �t M 1 Y • x ,.� 1 { r -A. ° Hc JAMES A. RICHTER, 705 FRONT STREET — GREENPORT, NY 11944 An,R,C H.;I TIE March 31, 2022 SOUTH❑LD TOWN BUILDING DEPT P. O. Box 1 1 79 SOUTHOLD TOWN HALL SOUTH❑LD, NEW YORK 1 1 971 Re: Victoria Burke & Noel Dennis 945 Three Waters Lane Orient, N.Y. 11957 BP # 4109 00 09 INSULATION INSPECTION I have completed a site inspection of the new construction of the addition for the above referenced Building Permit. It would appear from my visual site inspections as well as my own personal observations of ongoing construction related to the residence that all work has-been performed in accordance with current requirements of the New York State Residential Building Code, Latest Edition. I personally witnessed the installation of required insulation throughout the entire addition&alteration. All of the above referenced work meets the minimum requirements listed in the New York State Energy Conservation Code, Latest Edition. All electrical work requires an under-writers certificate and must be certified by the Town Electrical Inspector. Pictures have been enclosed for your reference. If you have any additional questions regarding this matter,please do not hesitate to contact my office. DA Sine ly; R1Cy �C9� 7�C a es A.Ric er gistered Arc ��� f �. e` �� �. '�. � �cam''"�► ., �'\\ � s �f „� � ,,,.. `"''„ is �C� �°r / *��t � . ,� �� � � {� .� ,� � .. �� - 6 � 'enewyty� t r� 4 5. � + 3, i �•; ,, • c �� � �� � .� `y w`�G e �;:: ��, '� �.,.�wrae�+' Y j �;, ',a a♦ �i 49 tea. ♦ 1 , y �: s _i f I t f � ` S • i � ; �s ~~ '.•.� `*� �. 7.� �~ ' vim,; T jo r > •v .!E?..:�:�. �`�` .' rl i� air-•. Lzrb Of � —.. I a.� •"_• t • �` �t j. ,S� sal � � r•a�. �. �i J" �g t t � JA i c h de-Fr ^rnaalae Y e® .. N A thermal awl Sound Control? � apq:l . aItlnue r'. iund Con t. �Alsy4a' rt"aldo i aP3is� JAMES A. RICHTER 705 FRONT STREET GREENPORT, NY 11944 A r 11 ETIC 951 R rREIT April 4, 2022 SOUTHOLD TOWN BUILDING DEPT P. O. Box 1 1 79 SOUTHOLD TOWN HALL SOUTHOLD, NEW YORK 1 1 971 Re: Victoria Burke & Noel Dennis 945 Three Waters Lane Orient, N.Y. 11957 BP # 4109 LA 09 PLUMBING— PRESSURE TEST I have completed a site inspection of the new construction of the addition for the above referenced Building Permit. It would appear from my visual site inspections as well as my own personal observations of ongoing construction related to the residence that all work has been performed in accordance with current requirements of the New York State Residential Building Code, Latest Edition. I personally witnessed the pressure test on the Plumbing System as installed for the addition. The pressure was maintained for a minimum of 24 hours and meets the minimum requirements listed in the New York State Building Code, Latest Edition. All plumbing work performed under this building permits will require a Plumbers Solder Certificate. - Pictures have been enclosed for your reference. If you have any additional questions regarding this matter, please do not hesitate to contact my office. . DA . s Sincere in k. Richt istered Archi � q 0205�''��p�� i ,U4101p ; 16 1 :�s s h 4 a►,r: -sem' <�St�';�";- Y �.+rt /: ,.•�,.�`'� vim* _ .� a , 4� V 4K1 �.' 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X zi IL AP � •.� 1r 1, r ♦ a — •ti,� `! •tet - .�� `,`fie• � ` f � - J • .r•+ �.�- E .t�. � .tib^ +�FI�y, lr 14",� ,�+^. � .,•,,_ �+� :. I.. Y. � � dd •� �y,i k� ^� Y i -M 1r '15i� f iY oo Mw �--`. .oll i��'� ^rte 1,' �"� f � t��� a r •.u��'`�4. r j � . 1 .r s� A `� r ,ir I fr•�, Y r /?7 b- {. r. R7���.,, a �., r_ t . c s -s •yr•�j •Yfo .\. j � t t ,� •e. „"fir::" „�'► �- -� � i•.�!► ,. .. I 1 k • -'� RSS". ✓�'",!'�+•. '� 1. � .�•A ,� �.. t4•.. ' ,4. .�� ��, � �-L +A It-, ,' ••"` t '�•�'! ?l �;�.��, ��„{� "�' '.�� �y,,�-';� tilt' `t �� _ iK 'r�� �•L' w'" {' �. FIELD-INSPECTION REPORT. 'DATE.. COMMENTS FOUNDATION(IST) -------------------------- FOUNDATION:(2ND) z O y v ROUGH FRA lyIING:& :. . PLUMBING' � v1 INSULATION.PER N.Y. . STATE ENERGY CODE � r A AAA Wot— pW • �I. un �5 p FINAL .. Y ADDITION COMMENTS MY, ea h r.h i g . , . Z d V � LATHAM SAND & GRAVEL, INC. 5180 Routti dit•PO,130x 608•Peconic,,NY 119.58 58 Ohlco(631)7a4-69 •14AX(6.11)73,4-231 a Built Right t nwrpriws,lite. April 12,2{�?t P,O.Box 779 t:ireenport,NY 119.1=1 Re: Burke and Dennis residence ir945 Three Wntcrs lane,Orient Dear Bob, In respowe to your request for a proposal on this job,l submit the following: 1. Demolish and remove existing garage. Foundation not included. 51,975 Note: Garage to be cut free from house by others. 2. ANsndon existing srptic systern as per SCI 11)requirements. Nole: .Pumpint;gfjtwtem is trot ipich4de(l S 9410 3. Secure SC HD SIAP portal In nrit For septic system replacement. S 650 4. trastull new 3-bedivoin Septet:sy9lern con sling of a 1000gallon septic tank and OwD 8'diameter by 6' sleep cesspools. $6,200 Pimse note that changt:s to the interior plumbing,and outfall pipe are not inrhidrd. If you huvc any ques€ions,or Nkish to discuss this prujcet further,please call. Ve*,truly yours, �/John D, I locker,P.E. Vice Presiclsnt %bri-w Conitmikin o rkaiging. Prcr31 Ce&::,k*ls+Chaste•gill•Tow, .le•Excavating and I.W)J betcl:)rmrnt Suffolk County Department of Health Services OMee of Wastewater Management t, 360 Yaphank Avenue,Suite ZC Yaphank,New York 11980 (631)851x5700 OR ResithWWM@suffoUmotmiyny.gov CERTIFICATION OF SEWAGE DISPOSAL SYSTEM BY INSTALLER Leave blank any items that are not applicable to the installation. **A sewa¢e disposal system sketch along with location measurements from at least two building corners must be_provlded on the back,or on a semmte sheet and attached to this form** i Health Department Reference Number: Suffolk Tax Map#:Dist: Sect(s)__4t_Blk(s) Lo s) Project Name or Address: –7–A102 WAkf-5 i 1a �//O Applicant/Homeowner Name:. 1)00 I -t- Vick-7n Date of System Installation: 9- IIAOWTS TREATMENT UNIT SEPTIC TAAW Make and Model: Volume(gallons): ��Q Rated Daily Treatment Capacity(gallons): Material: X.Concrete, []Fiberglass/Plastic Material: [] Concrete []Fiberglass/Plastic Shape: Rectangular, [] Cylindrical Top: []-Slab, [] Traffic Slab, []Dome DISTRIBUTIONLEA CHINGPOOLS(If applicable) Number of Pools Name of Tank Manufacturer: SUppoIL -AL2CgS� Diameter and Effective Depth GREASE TRAP Top: [] Slab [] Tmff c Slab []Dome Volume(gallons): Name of Precast Manufacturer: Material: []Concrete, []Fiberglass/Plastic Top: []Slab,[]Traffic Slab, []Dome LEACHING POOLSIGALLEYS a Name of Tank Manufacturer: Total Number of Pools/Galleys Diameter/Dimensions and Effective Depth X OTHER LEACHING STRUCTURES Top: Slab [] Traffic Slab []Dame Make and Model(if applicable): Name of Precast Manufacturer: ✓,�Cg�- Total Linear Feet of Leaching Structure(s): COVERSAND UDS Installed,coybrs.comply with current standards(secondary safety device installed if cover weight less than 60lbs.) AYes [I N/A I hereby certify that the subsurface sewage disposal system components described herein,have been installed by me in accordance with the approved plans and/or standards ofthe Suffolk CountyDepartment of Health Services as well as any othermunicipal agencyrequirements;and any and all mecbanicallelectricaal mp ents have been tested are operational in accordance with manufacturer's recommendations. Installer's Signature: / Date I G Installer's Name- n ___TD r2 Company Name: -,L gr,4u 0 Phone l-.� 6 Company Address: .35 l?0 '1Z �<' M -13,0 x 609 iv G NILI 1)17,5S Consumer Affairs Liquid Waste License Number and endorsement(s): 9c! 1')–G "INADDITION TO ABOVE,COMPLETE BELOW FOR SANITARYREPLACEMENTIRETROFIT ONLY: In addition to the above information,I hereby certify that this OWTS replacement or retrofit meets the Department Replacement/Retrofit Standards, and that other alternatives are not environmentally feasible. I also certify that this OWTS replacement or retrofit installation represents W improvement to existing s e disposal system cond' Installer's Signature: J'fl -- Installer's Name: l7• /-/Oz kjk ' THIS DOCUMENT MUST CONTAIN ORIGINAL SIGNATURES FROM THE INSTALLER W WM-078 (06119) T.ri s lie d 5ep4-i c sc.)S�ern-) s � o �-LQo�foorn h©vg�.... s I ss �. y t Suffolk County Department of Health Services Office of Wastewater Management 360 Yaphank Avenue,Suite 2C Yaphank,New York 11950 (631)852-5700 OR HealthWWM@suffolkeountyny.gov CERTIFICATION OF SEWAGE DISPOSAL SYSTEM ABANDONMENT Health Department Reference Number. Suffolk Tax Map#:Dist: 000 Sects) /S Blk(s) 6 Lot(s) l5 Project Name or Address: 014-5 j7r„e A) SubdivisionName&Lot# ApplicantNamedoe Gkny* adle I HEREBY CERTIFY THAT: 1. The first septic tank/leaching pool,from the foundation,was located and uncovered,AND 2. If liquid sewage was noted therein,was pumped dry by a licensed sewage hauler,AND 3. Tank/pool was inspected for outlet line to an overflow pool,AND 4. Overflow pool(s) was/were Iocated, uncovered and items#2 and#3 were repeated until all parts of sanitary system were located,AND. 5. All parts of sanitary system were removed or filled with clean backfill and any corbelled block domes collapsed. 1 also certify that the sanitary system abandoned consisted of. First tank/pool 8 feet diameter feet deep(-Jp'j7ecast ( )block ( )other First overflow pool _feet diameter feet deep(recast ( )block ( )other Next overflow pool feet diameter feet deep( )precast ( )block ( )other Next overflow pool feet diameter feet deep( )precast ( )block ( )other Company which pum ed out sanitary system •f different from certifying company_ Name of Company: rrn,55 11Q cy Address- Consumer Affairs License Number: 101) Contractor Signature: Date p` 77 V Print Name/Company- %I Phone �3i 734- Address- Ig(��Zf- 46 �)�x ��� �^ nir �?NI)�� Consumer Affairs License Number. j9Q� � This certification shaR not be used in Gen of inspections required by personnel of the Department and nLaI be duplicated on company letterhead,provided it contains the above information. PHOTOCOPIES OF DOCUMENTS WILL NOT BE ACCEPTED WWM-080 (Rev.02/12) Y�'r-ter BUILDING DEPARTMENT- Electrical Inspector ® ®t! TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 y Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr@southoldtownny.pov seandCa7southoldtownnv.aov �r APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: —02 P • Z2-- Company LCompany Name: W t 1 ce L— Electrician's Name: I a41 �s C, License No.: yr, /- Elec. email: Elec. Phone No: (, 1, • �ZQ I request an email copy of Certificate of Compliance Elec. Address.: . c , p T/ i' S o c�-�-t. s L �/ ,c.� / / JOB SITE INFORMATION (All Information Required) Name: Address: S r,ti L - o . Cross Street: for e Vt Phone No.: Bldg.Permit#: L� `7 1 p 9 email: Tax Map District: 1000 Section: 15 Block: Lv Lot: BRIEF DESCRIPTION OF WORK, NCLUDE SQUARE FOOTAGE (Please Print Clearly): �i-fir a--L, Square Footage: Less-rt" Circle All That Apply: 10 10 0 o Is job ready for inspection?: YES ❑ NO 2 Rough In ❑ Final Do you need a Temp Certificate?: YES 0 NO Issued On Te p Information: All information required) Service Size❑1 Ph❑ Ph Size: A # Meters Old ter# ❑Ne ervice❑Fire Reconnect lood Reconnect❑Service Reco ect❑Undergrou d❑Overhead # Undergro d Laterals 1 2 Frame Pole Work done on ervice? Y N Additional In rmation: PAYMENT DUE WITH-APPLICATION r� `b 0. 0 BUILDING DEPARTMENT:-.Electrical,Inspector �O 2y: TOWN OF SOUTHOLD s c - Town Hall Annex - 54375 Main Road - PO Box1179 COO 2_- Southold, New York 11 971-095.9 Telephone (631) 765-1802 - FAX (631),765-9502" rogerr(cr�southoldtownny.gov — seand(D-southoldtownny.gov . APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address: R07 C)/'/ Cross Street: Phone No.: Bldg.Permit#: 4'7 / 0 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size F11 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 F12 n H Frame Pole Work done on Service? Y FIN Additional Information: PAYMENT DUE WITH APPLICATION Certifications indicated hereon signify that this plot of the property depicted hereon was made in accordance with the existing Code of Practice for Land Surveyors adopted by the New York Slate Association of Professional Land Surveyors. This certification is only for the lands depicfed hereon and is not certification of title,zoning or freedom of encumbrances. Said certifications shall run only to the persons and/or-entities listed hereon and are not transferoble to additional persons, entities or subsequent owners. Add41"f � t IPA"- NORTH- SEA ®RIVI@CCUPANCY OR E IS UNLAWFUL I THOUT CERTIFICATE LOT +OCCUPANCY Ld P 36 w Jl FE l GENERATORS 70R 8857'40" E !25.0' 7.3'N CONCRETE FE ❑ m� a L3'W STOCKADE FENCE 0.5'Nri REBAR PIPE �U Q` PIPE 11 FE FUEL FE ('4 FOUND 0.2'5 9r, TANKS 0.5'S W Z Z 2'W �4 i 4.9' ♦�n O ROOD a Y♦YY V ® w � lO � BLOCK CURB A (n ® � � ---� o GAVEL DRIVEWAY L! W ` U UJ L s •=•-••MASONRY L V) _JWOOD LU FE ` v � �\ M:•..... TEPS # ' LV 3 13.2' "(-4 o �- O C/E ry c m $ ROOF OVER i'� ® w N CONCRETE ZN 1 STORY LU ' DWELLING .:.:'" 45.3' R R e1 NO. 945 2.7' "MASONRY O e- oy a ri _FE "- Q 0.4E 27.3' 0- UNIT C] Q FE FE FE v h 5FE Uj 0.9'N a 4.6'N REBAR PIPE PIPE 2.6'E W1ftE 8e MESH FENCE SET FOUND FOUND �� I''a .9 r� 0.2'S N 88'57'40" W 125.0' AP. RO 0 B.P.#AS MO`T D LO o" DATE: s l 'T cC�/ �J / l FEE: rP0 BY: COMPLY WITH ALL CODES O NOTIFY. BUILDING DEPAR N NEW YORK STATE & TOWN CODES 02 8 TO 4 PM FOR THE FOLLOWING IN OWING INSPECTIONS: AS REQUIRED AND CONDITIONS OF FOLL 1. FOUNDATION - TWO REQUIRED �� FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING BOARD 3. INSULATION 4. FINAL-- CONS T R;,' " ON MUST T TEE$ LM: SURVEY BE COMPLETE VIEW: SURV rnp�C ��+ The offset�.,,'0�:d'ir?felfs'tbh'sTAd+n� TIT struel6ireatIMPETerTKs are for o specific purpose and use,and therefore,are not intended to guide in the erection of fences,retaining walls, goals,,pdt �i�r NT,%dG&ansdEL 0®�@1I-0N'E*er construction. Subsurface and environmental conditions were not examined or considered as a pan of this survey. EasemenlZ'Q�l} 4T*T,[of qqiEj,i'rt"ESp0NStI6CEnE2=rly comer monumenis were not oloced as a part of this survey. © 2018 88V PC STRUCTION ERRORS. Tax Map: DISTRICT IOW SECTION 15 BLOCK 6 LOT 15 Barreft ' L:noulhor'szed alteration o1 addition to ® `B/OtTC�,CACOI & Map of: ORIENT BY THE SEA, SECTION ONE tf115 survey i5 a v; ation cr pion Van VY eels PC 7209 of New York Sir1` a� "on Law Map Lot: 37 Map Block: Engineers . Surveyors Planners Filed: 11/21/1957No.: 2777 County: SUFFOLK 175A Commerce Drive Hauppauge,NY 11788 T631.435.1 III F 631.435.1022 www.b6vpc.com Situate: ORIENT POINT,TOWN OF SOUTHOLD Certified to: Title No.: Revision 8y Date Copies of this survey map not bear- ing the land surveyor's embossed VICTORIA A.BURKE&NOEL DENNIS Iseal and signature shall not be con- sidered oo-sidered to be a true and valid copy Surveyed 6y: R.B. Drafted 6y: B.W. Checked 6y: C.W. I Scale: I"= 30' Date; NOVEMBER 28 2018 Project-No.: A180703 K:\Dal8\A1807O3\DWG\A180703.dvvg,TITLE,11/29/201811:55:39°AM,6 rrett,Bortaaa&Van Weele,P.C.,BNW Certifications.indicated hereon signify that this plat of the.property depicted hereon was made in accordance with the existing Code of Practice for!and Surveyors adopted by the New York,State Association.of Professional Land Surveyors. This certification is only for the lands depicted hereon and is not certification of title,.zoningor freedom of encumbrances. Said certifications shall-run only to the persons and/or entities listed hereon and ore not transferable to additional persons,entities or-subsequent owners. NORTH SEA DRIV 0+ LizZ J.I FE I GENEORnATOR S 8857'40" E 125.0' X. Z CONCRETE 1.3'N FE 13PIPE �� Cif 1.3'W STOCKADE FENCE 0.5'N SET FOUND F� O '..��s FIPE FE FUEL FE N FOUND 0.2'S 2.25 TANKS 0.5'S2V 2,W i,SHED W Z Z 12 f4 _ O . 14.9' WOOD ki PA t'� 0 RAMP BLOCK CURE Lu -C) U Q" 23.3' m . (n 0 W n -, Z GARAGEe�iU' GRAVEL DRIVEWAY : • r � M UUJ Q _. 9.1' 2.2 ... 3 W •MASONRY �o WOOD M%+SONRY. ,j ri TEPS Q/ lu FE w0 0.3'WCq LJ 0.2' 13.2' N 163 0 C E O ROOF OVER O m O CONCRETE r F w 1 STORY a 0 Z N n DWELLING45.3' toUJ rx .0 \ M NO. 945 2.1'. •MASONRY i V, O Q/ v 1 L .� .. UNIT FE Q FE 5.3'NFFE Ui O.9'N- O '4.6'N PIPE 2.6'E WIRE & MESH FENCE RESET ®� FOUNp, FOUND � 0.2.5 N 88.057'40" W 125.0' LOT Q 4 38 ® ECC � �� NOV 0 1 2021 BUILDING DEPT. TOWN OF SOUTHOLD UA: SURVEY VIEW: SURVEY The offsets or dimensions sho _wn.from.structures,to-the;pr„operry lines arg fors��specjf"ic purpose;and'use,`6nd>tiierefore;=are'riot.intended to guide in the erection of fences,retaining walls, ols," atios,-- lontin areas,addition's'to buildin s an any atherconstruciion. Subsurface and environmental conditions.were not examined or considered as a part of this survey. loP P 9• 9 Y Easements, Righls-of-Way.:of record,if.any,are not shown.Property corner monuments were not placed.as-a porl.of this survey. © 2018 BBV PC r _ Barrett Tax Map: DISTRICT 1000 SECTION 15 BLOCK.b LOT 15 ® Unauthorized alteration or addition to `B®naccl -& Map of: ORIENT BY THE SEA,SECTION ONE this survey is a violation of Section VanWeele. PC Map Lot:- 37 Map Block: -- 7209'of New.Yorkslot d on Law �/ Engineers a Surveyors o Planners 175A Commerce Drive Hauppauge,.Ny 117$8 Filed: 11/21/1957 No.: 2777 County: SUFFOLK 7631..435:1111 F 63 5.1022 www.bbvpclam Situate: ORIENT POINT,TOWN OF SOUTHOLD c.com Certified to: Title No.: Revision By Date Copies of this survey mop not bear- ing the land surveyor's ernbossed. VICTORIA A:BURKE&NOEL DENNIS seal and signature shall not be,con- sidered to be a true and valid. apy Surve ed b : R.B. Drafted by: B.W. Checked§X: C.W. Project No.: A18070, Scale: V'= 30' Date: NOVEMBER 28 2018 K:\Da18\Al807O3\DWG\AI$0703.dwg,TITLE,11/29/2018 11:55:39 AM,Barrett,.Bonacct&Van Weele,P.C.,BNW ; c ,* _ �.�� fir � . ry SL r -r-^TIFICATION PLUMP 7, ON LEAb i ENT BEFORE � -- '� �' , n;.•ICT,, CERTIFIC�. � , APPROVED AS NOTED OCCUPANCY ' DATE: II'I5 I'll SOLD`F"' D IN WATER -_._. B.P.# ` /O l S(J 'PLY . �,A CANNOT � BY:NOTIFY PI 41 DING BE EXC .=';'r :;(" 1% LEAD. 765-18028 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: I. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE _` '�-` �' `l ALL C SOLID CONCRETE 8"THICK PRECAST 2. ROUGH - FRAMING & PLUMBING I < S ATE & TO" JCODES COVER. CONCRETE TRAFFIC 3. INSULATION �, t;t.��UIREC AND CONC IONS OF BEARING SLAB. 4. FINAL - CONSTRUCTION MUST GRADE BE COMPLETE FOR C.O. SOUTHOLD TOWN ALL CONSTRUCTION SHALL MEET THE SOUTHOLD TOV�',V F tilhlG BOARD N ` REQUIREMENTS OF THE CODES OF NEW ' YORK STATE. NOT RESPONSIBLE FOR SOUTHOLDTO','�NT TEES 00 ° •°^ ° ` :;' 4'}+• •-7•' «rr o °ay0a DESIGN OR CONSTRUCTION ERRORS. DEC al��g N Map of Orient by the Sea Section 2 ,�, * , ���� aN RE�:s ®® ® 6"TRAFFIC BEARING RETAIN STOMM WATER RUNOFF DRAINAGE PIPE.TYPICAL ®® m PURSUMJ TO CHAPTER 236 a ®® ® ® W E OF THE TOW14 CODE. a TRUSS;PZ A,0�1FZIaING REQUIRED W N. 01° 02' 20" E. y ® ® ® ® CLEAN SAID ARCHITECTURE ® ® ® GRAVEL. 100.0 r._._._._._._._._._._._._._._._._._._._._._._._._._._. _.� 00 ®® 8'DIAMETER PRECAST i Existing Chain Link Fence I ®® 19 i j �br• ®® d�. CONCRETE I..EACHING S i i ®® RING. I I :60?• •';oU Lot Coverage ,5" 5.F. CLEAN SAND&GRAVEL c 1a5,0 Lot Size _ 15 000 S.F, o � Shed j 0 J� � iv GROUND •so. '.ti° ; :� ,,.,„ N �� i � ,gQ,a- s Existing Shed — 96 S F WATER S.F. v . 2'-0"Min. 8'-0"Dia. 2'-0"Min. t� , Residence with Modification = 1,880 S.F. _ Typ ical Section eac P-7 t: •. .� 1976 / 15000 — 13.2 % ' ---------------------- _ j NEWCale: NTSYy iw i �"���, STORMWATER ;'3av o iI `I I Screen Porch iL-._._._._._._ UN -HEATED ---------------- NEW STORMWATER RUNOFF CALCULATIONS FOR 2" RAINFALL: (� 1 Story i LOT �- I S-+ LOTExisting Dwelling # 36 TOTAL ROOF AREA WITH ALTERATIONS = 2,034 Sq. Ft. 1 Story 16.8• ._ .. --------J 38 Dwelling --- - 21034 S.F. x 2" / 12" (Rain) X 1 (RunoffCocfficicnt) = 339 Cubic Feet ,. [8' 0 Leaching Pool = 42 C.F. Per Vertical Foot] 17IR- : Min. 339 C.F. / 42 C.F. Per Vertical Foot = 8.0 V.F. Required +-� I � "••n.°P-"iii I „ n • I ENTRY I Provide 2 Each at 8' Diameter x 6' Deep.Lj `'� t� -+•-' ;>a O LXISTING GRAVEL DRIVEWAY ,r - TO BE RECONFIGURED FOR y. Lo } x'. PARKING AND WALKWAYSCIDQ n� °.S DIRECTED BY THE OWNER. vs 36" MINIMUM 2 x 2 ; Z o FENCE POST J W . WOVEN WIRE FENCE _ 203.69 — — (6 x 6 - 10 / 10 WWF) j S. 01° 02' 20" W. z 100.0'Ir- - - _Z W FILTER CLOTH ` ; 5; C LO U S�Op r� 0� _G EWATj71T2J1"mS EMBED FILTER CLOTH �- MIN. 6" INTO GROUND _ •i C I� Z 4 ftnmX VIM NOTE: — — — — — — — — — — — — MAXIMUM DRAINAGE AREAca 1/2 ACRE / 100 LINEAR FEET ._ 0 SECTION DETAIL • U � t ltd � •�I •,.. � GRADE i " ¢ L V LL TT ALT' � -N- �' ' D RA I N 0 NO. Scale . 1 /6 1 0 !`- PERSPECTIVE VIEW SILT FENCE .ET L .krti CF r Scale. NTS SHEET x OF XX 1 o- Ta ZED B A 36' Ott ,a�.._.._-____..__. .__._..._.... __........._..._.....__ .__.___._ I .__ ;;____________.....___.______.__...__..__. .._ _.__.______._.._._______..._.............._.___._....___.._...._ _—________._ .. ____.�.,�..__._. 8" 31000 PSI Concrete _ 17 18 4." Foundation on 8" x 16" . 6t_ Ott 1 Ota Ott tt 31000 PSI Concrete Footing, 8t� 0 Continuous. Typical ARCHITECTURE Qtt 4 ®t i �tt v I i 2816 Basement - - - 00' E _I_ ANDERSEN C 00 I Un-Excavated `. 4"x8"x8" Beam Ezy VJ O tt �' Pocket. O N I ( V ( 2x1 0 F.J.@ 16"O.C. v+ O 00 N; ( y— — — — - F -� 2 -1 3/4" x 9 1/2" 8 X 1611 1 F � Micro Lara LVL � �- - Operable R � Girder p; - ;�,-.. •• • ® I 3U "`ilil v �•,� ::� r I Foundation •�." I O� 24" x 24" x 12" thick Vent CL 3,000 PSI Concrete = Cut New 36" H. x 48" W. � Footing. Typical •:� � �` � �,.,� �C Access Opening to 2x10 F.J.@ 16••O.C. I j> _o ... ExistingNew Crawl Space 107-1) U 9) N X H 3 - 2x10 Floor Crawl k i W CD - Crawl Joists Below O O 1�lE4R� 3.5 Steel Q r-° A Space Lally Column on Bearing Partition I _ _ • � � 00 6 x 6 x 1/2" Top & Above. � - '�K�. � - Space - i , . Bottom Plate. Typ. I O K: 4"x8"x8" Bear; � � v Existing Basement — — = Pocket. - -1- - - - - -- - -- -- -- - - - - - - - EXISTING FOUNDATION - — - i f TO REMAIN. 2816 Basement ANDERSEN Existing Concrete & Masonry Chimney. Cut New 24" H. x 36" W. WNJ Access Opening to New Crawl Space Vj - .. B E I r1 ® r=Mj A-4 E 2' 10" I O C 4 A-5 I i VVV 12V= 0VVI - 0 8 - 0 VV 00; M' a ....____. L, i. LDro 12" L J M% O 8" 37000 PSI Conc p Im Foundation on 8" x 16" to Support Elm 31000 PSI Concrete New Porch. lu Footing, Continuous. Typical 8tt tt, 8 ! ®CL 4-- O •� t- tt tt � 4. DRAWING NO. DA Q •+yam� W •r,6 t• - T � ® • SHEET 2 OF 13 • Scale '1 /4•• 'I ® •� � �, TABLE P3201.7 TRAP SIZES FOR PLUMBING FIXTURES TRAP SIZE - MIN. PLUMBING FIXTURE TRAP SIZE - MIN. PLUMBING FIXTURE (Inches) (Inches) Bathtub (with or without shower 1 . 1/2" head and/or whirlpool attachments) Laundry Tub (one or more compartments) 1 - 1/2 Bidet 1 - 1/4" Lavatory 1 - 1/4" ' Clothes Washer Standpipe 2" Shower (based on the total flow rate through showerheads and body sprays) Dishwasher (on separate tap) 1 - 1/2" Flow Rate: Floor Drain 2" 5.7 GPM and Less 1 - /Z.e i Kitchen Sink (one or two traps, 1 _ 1/2" More than 5.7 GPM up to 12.3 GPM 2" ARCHITEC'"URE with or without dishwasher and food waste dispenser) More than 12.3 GPM up to 25.8 GPM Xv More than 25.8 GPM up to 55.6 GPM 4" , B A A-4 A-3 OWN 4 x 4 Post on IPLAN NOTES: Galvanised Post Anchor 1 7'_ $" 1 8' 411 - -- - --- - ----- -- - - - ------- --- All Wall, Floor & Celing Finishes shall be as Selected by Owner. r �� New Screen Enclosure 1� ,- „I ,- ,� € �_ �� I- VI All Fixtures & Casework shall be as Selected by the Owner. <"n A ` as designed by Contractor - 1 ® 4 8 IMO and Approved by Owner. I #�� 01" V �� - if ENERGY CONSERVATION NOTE: TW3052 (x 3) _._._ -.-._....._.-..... . ... _.___....__..._.... _ __..__.._..__ _..... ..... ....... • • e Insulation throughout has bee designed for - - - AND�RSON i 2 -1 3/4"x 9 1/2" Micro Lam LVL Header \2 -1 3/4"\\x`9 1/2" and meets the NYS 2020 Residential - �► i ap Micro Lam LVL Header 1 Energy Code For Climate Zone 4 under the C I Screen Porch I o I Perscri tive method found in Code Section R 303. _ p - A-5 I Un-Heated Master I 0� -- E c� - m 1 6 0 4 2 1 cu"? _ _ -- , M TW3052 I I ANDERSON o 00 z C135 1 Q C4 xv\ ° ...: N I ANDERSON x L(� r� .. . 2 -6 x 6 -8 - 0 o O O (� 1 ___ - M z ~ c `ems Ezon - i A� 00 NEW 3.5" STEEL LALLY COLUMN �+ -1 M ` `� WITH 6x6x1/2"TOP& BOTTOM PLATE I 1' - 3 AT EACH END OF NEW GIRDER IN I NEW KITCHEN LAYOUT THIS AREA Family I O AS APPROVED BY OWNER i N co co r _ ATTIC. See Section 'C"Sheet A5 � Room _�„�._.__� ___ c „_ ,__-_M� � Line of existing Foundation Below Line of existing Foundation Below I Z i E Bathroom Q I � � o I r-; ►� NEW 3.5" STEEL LALLY COLUMN WITH 6x6x1/2"TOP& BOTTOM PLATE I AT EACH END OF NEW GIRDER IN _ ATTIC. See Section "C"Sheet AS 3 - 2x8 Header I ♦^ i O i (1/ I �I Line of existing Foundation Below ANDERSON ANDERSON ANDERSOIN �00 ::�i EXISTING BEARING PARTITION TW3052 (x 2) 3 C- 131C - 13 THIS AREA TO BE REMOVED. „ i „ �� See Cross Section "C"Sheet A-5 4 1 6 6 ,75 for Additional Notes. 4 EXISTING RESIDENCE i A I TO REMAIN 00 B C 1 F A-3 �® A-4 O X M i � I Z i ! REMiN = O o O Ufn �"� t - ZLLJ� r 1 2 14 1 2 0 ® a 4-- _ ( 00 W a 1 1 Q 81= _ 2 11 91. IL r 14 - 81 5 - _4__ _____________ ' ' 30_ 011 DRAWING NO. El Im oil 0 v � Scale 1 /4" = 1 ' - ®" do �� SHEEN, 3 OF 13 CONTINUOUS RIDGE VENA' 2x4 Stud KneeWall. Continuous Existing Building to Remainfor Rafter Support 1 3/4" x 11 7/8" LVL RIDGE EPDM Rubber Brite-Ply Roof ° 2x10 RAFTERS @ 16" O.C. Membrane on 3/4•• Exterior Grade Plywood Sheathing . TYPICAL Top of Ridge Beam - Align with existing / Adjacent Roof PROVIDE AIR BAFFLE. TYPICAL 12 12 2.2 NEW "R=49" DRAFT FACEDARCHITECTURE 7 [ BATT INSULATION AT CEILING. TYPICAL • --------------------- -- -----------------`-==- Top of Plate NEW 2X8 CEILING JOISTS COTINUOUS VENTED SOFFIT. NEW 1/2" GWB - Tape AT 16' O.C. TYPICAL Spackle & Paint, Typ. ter: 1- NEW 5.5" R=21 DRAFT FACED ~`z_ NEW 2X6 STUDS AT 16' O.C. NEW 2X6 STUDS AT 16' O.C. BATT INSULATION AT WALL. .. NEW CEDAR SIDING (5 ) NEW 2X4 STUDS AT 160 O.C. TYPICAL EXPOSER TO MATCH EXIST PROVIDE TRIPLE FLOOR NEW 9 " R=30 DRAFT FACED ON TYPAR HOUSE WRAP JOISTS AT ALL BEARING BATT INSULATION AT FLOOR. ON 1/2" WZTERIOR GRADE PARTITIONS. TYPICAL all PLYWOOD SHEATHING. TYPICAL THROUGHOUT NEW CEDAR } "M;`; . 3/4 PLYWOOD SUBFLOOR ON SIDING (5 ) :, . }. +n EXPOSER TO MATCH EXIST. 2x10 FLOOR JOISTS @ 16 O.C. 05 77\ Top of SubFloor 10,fill Grade Grade - Lo OF] 2 1 3/4" x 9 1/2" NEW 3.5 Steel Lally !® ® 1 ' d Micro Lam LVL Column on 6 x 6 x 1/2 .; Girder Top & Bottom PLate. ® � Elm ddOpposit a •. CO Hand 24" x 24" x 12" thick A=3 ,Y 2" Thick 3,000 PSI 39000 PSI Concrete Concrete Rat Slab. Footing. Typical 2 no A=3 Cg / 3/4" PLYWOOD SUBFLOOR ON 2 x 6 Studs @ 16" o.c. '! L6 .® 2x10 FLOOR JOISTS @ 16.. O.C. .. C NEW CEDAR SIDING (5 ) EXPOSER TO MATCH Existingon TY PAR House Rap p c� � NEW 9" R=30 CRAFT FACED on 1/2" Exterior Grade Plywood Sheething. BATT INSULATION AT FLOOR. 2 x 10 Box Beam. Continuous < or, � •® TYPICAL }` } Cd R 2 - 2 x 8 plate on Termite Shield. -� L T� 2 -1314" x91/2" i ,0 Micro Lam LVL Girder s.. 2.. 0 0 $ ASTM 307 GRADE 60 THREADEDkNpr5 9 9 9 9 L ANCHOR BOLTS AT 48vv O.C. WITI- _ ya_ Grade NUTS AND WASHERS. WITH 4" x 4 Z 8" High x 8" Wide Beam ° Pocket for Girder Beyond. a . x 2" BP BEARING PLATE. ® 4— Typical @ 32" O.C. �; �— a; Scale � ®� � � a . 8" - 3,000 PSI CONCRETE FOUNDA'T'ION 4" THICK 2,500 PSI CONCRETE FLOOR DRAWING No. SLAB MEMBRANE DAMPROOFING _ ° 8" x 16 " CONTINUOUS 3,000 PSI x r�2 FOUNDATIO CONCRETE FOOTING w/ 3 # 5 BAR CONTINUOUS. TYPICAL STRUCTURAL DETAIL MINIMUM 3'-0" BELOW GRADE M04A. SHEET 4 OF 13 Scale 1 " = 1 '- 0" CONTINUOUS RIDGE VENT _ 13/4 x 11 7/8" LVL RIDGE GAF TIMBERLINE ROOF SHINGLES gf . O 2x10 RAFTERS @ 16" O.C. N 30# FELT ON 5/8" CDX PLYWOOD SHEATHING. TYPICAL NEW "11=49" KRAFT FACED 2x4 Stud Knee all. Continuous a: FOR 7 ON 12 PITCH ROOF. BATT INSULATION AT CEILING. for Rafter Support TYPICAL pp EPDM Rubber Brite-Ply Roof Membrane on 3/4"' Exterior t 12 12 1 2.2 Grade Plywood Sheathing . 71 TYPICAL ARCHITECTURE ----- ------- -------------------------------- ------------------------------J` 2 - 1 3/4" x 9 1/2"' LVL Header w/ Structural CK 2x8 Ceiling Joists @ 16" O.C. • + Metal Strapping to Post. :. s 112" GWB Walls 8: Ceiling. 4x4 Treated Wood Post Tape Spackle & Paint. TYP. on Galvanised Post Anchor. - - Custom Trim for Screened µ .. NEW 2X6 STUDS AT 16' O.C. NEW CEDAR SIDING (5 ) Porch by Contractor. EXPOSER TO MATCH EXIST r- ..,. _.. � ON TYPAR HOUSE WRAP 314" PLYWOOD SUBFLOOR ON 3,000 PSI Concrete Slab4„ : 2x10 FLOOR JOISTS @ 16” O.C. W/ # 4 Bar at .. ON 1/2 WZTERIOR GRADE 12" O.C. - E.W. t_,_:.�p� 4-j4 PLYWOOD SHEATHING. U - TYPICAL THROUGHOUT + I (:A=4 '.� 0 UN EXCAVATEDLo NEW 3.5" Steel Lall 2 -1 3/4 x 9 1/2 Y MEMBRANE DAMPROOFING. TYPICAL ,. . . Column on 6 x 6 x 1/2" •_.°,•:`ye � Micro Lam LVL a Girder Top & Bottom Plate. 8" CONTINUOUS 3,000 PSI CONCRETE FOUNDATION. TYPICAL •° • .. Al A :. 8" x 16 " CONTINUOUS 3,000 PSI CONTINUOUS a ed CONCRETE FOOTING w/ 3 # 5 BAR " CONTINUOUS 3,000 PSI CONTINUOUS. TYPICAL 24°' Y. 24" x 12" thick CONCRETE FOUNDATION. TYPICAL CO 2". Thick 3,000 PSI3,®00 PSI Concrete ". �� MINIMUM 3v-0v. BELOW GRADE Concrete Rat Slab. Footing, Typical 8 x 16 CONTINUOUS 3,000 PSI CONCRETE FOOTING w/ 3 ## 5 BAR CONTINUOUS. TYPICAL MINIMUM 3'-0" BELOW GRADE ® ca Continuous Flashing at Box �- Beam. Provide ContinuousC 4x4 Post on Galvanized Post 1 x 10 Furring Strip below :ncor. Yp @4 Locations I Flashing. x 3,000 PSI Concrete Slab 4" 3 00 PSI Concrete •'®' .. , ete Slab W/ .� W/ # 4 Bar at 12 O.C. - E.W. 8" Haunch at Slab Perimeter. C 4-� • ® 0 = = Top of Foundation. LO 8" 3,000 PSI Concrete �r ® ' Foundation. Typical �. Scale 1 /2 1 0 NOTE: 8" ASTM 307 GRADE 60 THREADED � 2•• DRAWING NO. SEE Detail 2 / A-3 L ANCHOR BOLTS AT 48 O.C. WITH For Additional Notes. NUTS AND WASHERS. WITH 4" x 4" x2" BP BEARING PLATE. q, STRUCTURAL DETAIL STRUCTURAL DETAIL A=4 Scale 1 11 - 1 - 0 Scale 1 if - 1 - 0 ao moo, SHEET 5 OF 13 1 a Existing Building Structure GAF TIMBERLINE ROOF to Remain. Provide new Air SHINGLES ON 30# FELT .•. .. k ON 5/8" C DX PLYWOOD Baffles between each Rafter Install Continuous Ridge SHEATHING. TYPICAL 8 g 12 FOR 7 ON 12 PITCH ROOF. Vent. AwS 7 Blow in additional insulation for a minimum of R 38 from existing a ' and new insulation. NES" To of Plate to ALIGN with Existing such that all Soffit & rRCHIT.CCTURE NEW 2X6 C. J. Fascia Material ----------- ------------ --------- AT 16' O.C. Aligns with Existing --- -- -- NEW 2X6 STUDS I AT 16' O.C. Ent'l y NEW CEDAR SIDING (5'°) • ..• .-_ r 1 a, Existing Building Structure EXPOSER TOMATCH EXIST to Remain. 3/4" PLYWOOD SUBFLOOR �lJ ON TYPAR HOUSE WRAP ON 2x10 F. J. @ 16" O.C. ,. ^ ON 1/2" WZTERIOR GRADE Provide Temporary 2 x 4 Wood Stud PLYWOOD SHEATHING. O (@ 24" O.C.) Partition to Support TYPICAL THROUGHOUT �J Ceiling Load During Construction. 8 - 31000 PSI 2" Concrete CONCRETE Rat Slab Q FOUNDATION 8.. x 16 °' CONTINUOUS Grade 31000 PSI CONCRETE -J $" ASTM 307 GRADE 60 THREADED FOOTING w/ 3 # 5 BAR O L ANCHOR BOLTS AT 48" O.C. WITH CONTINUOUS. TYPICAL Existing Building Structure to Remain. NUTS AND WASHERS. WITH 4" x 4" X1 " BP BEARING PLATE.. Typical -- :,:r B U I LD I .1.v, G ' IL cr SECTION # b'd o bm' , i V Scale 1 /2"' 1 ■ - O'NCO -� F-T .W Q v 99 99 i * L6 C 0 !zI a0• �� of New 14 Gauge Metal Strapping At 32" O.C. - Provice 4 fasteners at each .■ _ ■ ■■ Ceiling Joist and 2 at top of New Girder Scale 1 /2 e - 0 @ ExistingKitchen 8c LivingRoom � New Girder - 2 Each 1 314 x 20" ® .® O Existing Ceiling Joists Microlam Beams Glued Screwed with0 to Remain 3" Stainless Steel Screws set two rows14 'c U at 2'-0" O.C. Each Way Staggered. .� 450 N ® ■ O , oin CL 0 •� New Metal Simpson HTS 30 - 14 Gauge Steel Scraping at Each Ceiling Joist. (Typ. Each Side) DRAWING NO. Crit Bach Existing Ceiling Existing `' Bearing Partition to be finish 2'-0" from center of Removed. Ceiling Joists to be partition to be removed. Supported with Temporary 2x4 Wooed � h y� � 77'7 Framing to Suppoort Load during Construction.NEW GIRDER — ;' _ STRUCTURAL DETAIL Scale 1 ,f 1 1- 011 sHELT 6 or 13 i ti i k i SRI!INS, INN-NJ N i EPDM Rubber Brite-Ply Roof R316.1 GUARDS ARE TO BE MINIMUM 36 INCHES IN HEIGHT. OPEN SIDES OF STAIRS WITH A, TOTAL RISE OF MORE THAN 30 INCHES ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 34 Membrane on 3/4■■ Exterior GAF TIMBERLINE ROOF INCHES IN HEIGHT MEASURED, VERTICALLY FROM THE NOSING OF THE TREADS. SHINGLES ON 30# FELT ON 5/8" Grade Plywood Sheathing . .� �`� V „ TYPICAL 8317. SINGLE AND MULTIPLE SMOKE ALARMS SHALL BE INSTALLED IN EACH ROOM, INCLUDING BASEMENTS. THE ;> ray CDX PLYWOOD SHEATHING. ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL ROOMS OVER TYPICAL FOR 7 ON 12 PITCH NEW CEDAR SIDING rj■■ BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED. ALL SMOKE ALARMS SHALL BE LISTED AND ROOF. ( ) INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE AND THE HOUSEHOLD FIREWARMING EQUIPMENT EXPOSER TO MATCH EXIST. PROVISIONS OF NFPA72. .r R319.1.2 WALL AND CEILING FINISHES NOT INCLUDING TRIM, DOOR OR WINDOW FRAMES SHALL HAVE A FLAME-SPREAD .>.t°i...:...._:?.'..t.3,'._,m�,.S.i:....,:`.,:�:n_.... _i<.r..� ,,,,, ',,, gr , `',' --�� CLASSIFICATION OF NOT GREATER THAN 200. WALL AND CEILING FINISHES SHALL HAVE ASMOKE-DEVELOPED INDEX r i3 ;', II `3•.•,. �S. ...'E £l . �.E ..�.£s.., ._ .I�v�,.. E, OF NOT GREATER THAN 450. i x 1 ff ) ' .t,.�i.._.�.;..,;.• ...E>.,, '._i i..�,....>..,.,:;. .,'..t....,_..�.... .,:. ° _..�. ... E >ti ;..,�; f E R322. A VAPOR RETARDER SHALL BE INSTALLED ON THE WARM-IN-WINTER SIDE OF ALL INSULATION. 3 € E E : t E 77 } 3 E I i € j € is :j t t. .T, £ E .?fz.;. t .. '..`1.., �.,..t:...€s..>,i,;L_�:.,• .. .......::..t�_.;:'.. : .;.>....: .,,,..:�. ..L..;t.,_•.. :_E>.:�..:€...€�: .F, `..€,�.E..1.....: .i:.;.�.,.,_,E,..: .'€. .€., E.,.,' , .:'.. " ®C ®®g® L BIL �E " , ,. „ ..;,_._, ;� , INSULATION SHALL BE SEPARATED 1: R808 1 COMBUSTIBLE IN AT ATED A MINIMUM OF 3 INCHES FROM RECESSED LIGHTING �,r_w;i„ ., ,,.,.�[:n,,,',, w.:,.,:.:... E. FIXTURES FAN MOTORS AND OTHER HEAT PRODUCING DEVICES OR SEPARATED IN ACCORDANCE WITH THE i •E E` E'••3 E� �V tl � .3' e€ �€: ' ' .3 tet !' �� `\ •£ SCF .,i '� ' �•; .>` ,��; t ; ' �' CONDITIONS STIPULATED IN THE FIXTURES LISTING. RECESSED LI LIGHTING INSTALLED IN THE BUILDING THERMAL t. , ., E: € is �3 .t € i; �` '; _Ei 3 ..E_ ,',.i r.. €...#_._:..• :....:.'...' .1... .... ;. ..i.�_ �:..,.�:.i,.3o E' 3_'....'..,;...:.._� .. ...�t.:i..,�E..':,,`., t ;€ 3 E; ENVELOPE SHALL MEET THE REQUIREMENTS OF SECTION N1101.3. 3 I >w� x E t I wf E € € ! vE ie N1.�`:E.f 'E I •! � :.!„ # 7 '1� E: €�i � i€ `� E 3�. ^ i t' E: t. €..,., E. €£ � {{ I. 2 : Et€•. ,� t�..f .. E', ...,E.•t .;,,,{ ,,,,,_:,,�. ,',.. €,,, ( R402.2 CONCRETE MATERIALS USED TO PRODUCE CONCRETE AND TESTING THEREOF SHALL COMPLY WITH THE 't� E! �:.wx°, (� CI 318 OR ASTM C 1157 REINFORCING STEEL AND INSTALLATION TO BE IN 33� " � EI { � •i : tl i ii ,: �i € Will CONFORMANCE WITH ACI 318. ANCHOR BOLTS TO BE IN COMFORMANCE WITH ASTM 307.i4... MINIMUM CONCRETE COMPRESSIVE STRENGTH: 3,000 PSI @ 28 DAYS. CONCRETE AT CRAWL SPACE FOUNDATION J... .:,. ,F, ,.,i,.. .; ..,. ., i.: ..L.:.:,.3\ _.. ..i.! .: ..E .i..,,.r;":. � ., :..,a E:,.y:...l..;...:.;.>°<> ,i, .E. ,�.i..,: t.I.t..... .;• ;Ai...i l..E..;.:,..`�...,#, f WALLS, EXTERIOR WALLS, PORCHES, STEPS AND GARAGE SLABS IS TO BE AIR ENTRAINED IN CONFORMANCE WITH ACI 318. NORMAL SLUMP: WALLS 6, SLAB 5. R403 CONCRETE FOOTINGS SHALL BE SUPPORTED ON UNDISTURBED NATURAL SOILS. ALL EXTERIOR FOOTINGS �� 1 SHALL BE PLACED AT LEAST 3'-0" MINIMUM BELOW GRADE. THE TOP SURFACE OF FOOTINGS SHALL BE LEVEL. CHANGES IN ELEVATIONS AND ADJACENT SLOPE REQUIREMENTS SHALL BE IN CONFORMANCE WITH R403. ;yr' '� O RIGHT SIDE ELEVATION ( 1 - - R404.1 CONCRETE FOUNDATION WALLS SHALL BE CONSTRUCTED AS SET FORTH IN SECTION 8404 AND ACI 318. K �J BACKFILL SHALL NOT BE PLACED AGAINST THE WALL UNTIL THE WALL HAS SUFFICIENT STRENGTH AND HAS BEEN Scale 1/4" = 1' - 0" ANCHORED TO THE FLOOR ABOVE, OR HAS BEEN SUFFICIENTLY BRACED TO PREVENT DAMAGE BY THE BACKFILL. R406.1 FOUNDATION DAMPROOFING: EXCEPT WHERE REQUIRED TO BE WATERPROOFED BY SECTION R406.1&2, FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE USEABLE SPACE LOCATED BELOW GRADE SHALL BE DAMPPROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE BY APPLYING ONE OF THE LISTED DAMPPROOF(NG OR WATERPROOFING MATERIALS LISTED IN SECTION R406. ' R407 STEEL 6OLUMNS: ALL SURFACES OF STEEL COLUMNS SHALL BE GIVEN A SHOP COAT OF RUST INHIBITIVE PAINT, OF EXCEPT FOR CORROSION RESISTANT AND COATED STEEL. APPROVED MANUFACTURED CORROSION RESISTANT .� COATED STEEL COLUMNS WITH TOP BEARING PLATE SHALL BE BOLTED TO THE GIRDER AND THE BOTTOM WITH ANY ADJUSTABLE THREADS ON BEARING PLATE EMBEDDED IN THE CONCRETE SLAB. :A ✓.. �� n � GAF TIMBERLINE ROOF SHINGLES EXISTING RESIDENCE ON 30# FELT ON 5/8" CDX ;"_; L TO REMAIN. PLYWOOD SHEATHING. TYPICAL FOR 7 ON 12 PITCH ROOF. E t . lo • i E 3 i E :. 3 € i t, €t _ t v j d r £ € t I t t e E I #', i �1 NEW CEDAR SIDING € 4 LO EXPOSER TO MATCH EXIST. RPM i} „ x. l � E, _J , t t 4 € , E , t ® t, C AA AA FRONT ELEVATION Scale 1/41v = I' - 0" X EPDM Rubber Brite-Ply RoofCd Membrane on 3/4 Exterior a Grade Plywood Sheathing TYPICAL ® { may` EXISTING RESIDENCE �° O TO REMAIN. U i jII 3 � i , _ jj i a.} i e NEVA CEDAR SIDING (5") ?` t € 3 t 3 EXPOSER TO MATCH EXIST. ;DRAWING NO. 3 s >t • t i' .El e ! £ > II [ .w,..'_i._i d.._•�.,,E.. ,. ._•,..€.. i E_...J.�# `£ 3 x t' E , t E F ,. ...>_...e..,,,..., �E il �Et E ; . Et i : 3�. -'�� •�: ! i `f \I E }i :.F' j€ t �, �_:._.,'.'. ,.L.,I. ,...L. i;a1...i 1. .lA..:�� t E = 3 £ :t ED : NEW Custom Built u t Screening . R EAR ELEVATION at Perch as per Contractor. ' _ .. SHEET 7 OF 13 Scale 1/4" - 1 - 0 J H V A C SYSTEM NOTES: COMPLIANCE WITH RESIDENTIAL COODE OF NEW YORK STATE LATEST EDITION WIND-BORNE DEBRIS PROTECTION FOR OPENINGS Ground Wind Seismic Weathering Frost Termites Decay Winter Ice Shield Flood 1) MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHEARING TO ALL APPLICABLE CODES AND SAFETY snow Speed Design Line Design underlayment Hazards + FOR WALL OPENING PROTECTION OF 120 MPH 3-SECOND WIND GUSTS REQUIREMENTS. Load (MPH) Catagory Depth Temp. Required 45 PSF 140 B Severe 36" Moderate Slight- 11°F Yes N/A (MAXIMUM MEAN ROOF HEIGHT: 35 ) 2) H V A C SUBCONTRACTOR IS TO FULLY COORDINATE ALL SYSTEM DATA ANDREQUIREMENTS WITH THE EQUIPMENT Heavy Moderate :a: •r,; `, SUPPLIER. 3) H V A C SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING AND SUBMIT IT TO THE GENERAL CONTRACTOR COMPLIANCE WITH CODE SHUTTER ASSEMBLY AND OWNER FOR FINAL REVIEW AND APPROVAL. BY USING W.F.C.M. WOOD FRAME CONSTRUCTION MANUAL 1995 EDITION USING PRESCRIPTIVE ° N.T.S.� DESIGN METHOD. USE DIAMETER x 12"-"J" BOLT @ 4'-0" O.C. into FOUNDATION WITH 4"x 4"x 1/2"FOR PANEL SPANS: 0 < 4'-0" WIDE 4) THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF THE EXPANSION OF THE EXISTING HEATING B.P. PLATE OVER SILL PLATE. USE 1-1/4"x 20 GAGE STRAPS @EACH JOINT, SILL PLATE TO FIRST " SYSTEM TO SERVE THE CONSTRUCTION AS INDICATED BY THE PLANS AND SHALL MAKE ALL CONNECTIONS TO THE EXISTING H V A C SYSTEM IN A CLEAN, NEAT MANNER. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COORDINATION OF FLOOR WALL STUDS, 1st FLOOR WALL STUDS TO 2nd FLOOR WALL STUDS, WALL STUDS AND TOP f 23/32 APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD THIS WORK WITH THE WORK OF OTHER TRADES, ESPECIALLY WITH REGARD TO POENINGS, ROOF PENETRATIONS, CLEARANCE PLATE TO ROOF RAFTERS AND OVER RIDGE AT EACH RAFTER OR 2x6 COLLAR TIE IN UPPER THIRD ° (OVERLAP AROUND OPENINGS 4") ABOVE CEILINGS,AND ROUTING OF DUCTS, PIPES OR CONDUIT. OF ATTIC AT 16"O.C. -- ASPHALT SHINGLES FOLLOW NAILING SCHEDULE R905.2.6 MINIMUM 6 FASTENERS PER SHINGLE, °I I ASSEMBLY: 30# BUILDING FELT, INSTALL PER R905.2.7(ICE SHIELD REQUIRED FOR 1st 24"ABOVE START OF I° ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING W/ ELECTRICAL SYSTEM NOTES: INTERIOR WALL) BUILDING CODE-TABLE R301.2 (2)WINDOWS TO MEET D.P. RATING OF 40 MINIMUM. I # 10 x 3 (W/WASHERS) GALVANIZED OR STAINLESS STEEL - ° \ I WOOD SCREW @ 16" O.C. 1) ALL ELECTRICAL SHALL BE INSTALLED IN CONFORMANCE WITH NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. TABLE 1609.'1.4 I �j U''ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: LATEST EDITION RTFjC,T # =' I # 10 TEE NUTS ATTACHED TO BLDG.W/# 10 x1/2 (W/WASHERS) 2) ALL ELECTRICAL WORK SHALL BE APPROVED BY A QUALIFIED UNDERWRITER. WINDBORNE DEBRIS PROTECTION FASTENING ° J MACHINE BOLT @ 12" O.C. SCHEDULE FOR WOOD STRUCTURAL PANELS a, b,c It 3) ELECTRICAL SUB-CONTRACTOR SHALL INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS THROUGHOUT AS PER SECTION R317 OF THE NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. MULTIPLE SECTION ASSEMBLY: FASTENER SPACING (inches) 4) ELECTRICAL SUB-CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A COMPLETE WORKING, FULLY FUNCTIONAL , 1/4" THICK bOLTS @ T O.C. ELECTRICAL SYSTEM TO SERVE THE CONSTRUCTION AS SHOWN ON THE DRAWINGS. THE ELECTRICAL SYSTEM SHALL BE FASTENER panel 2 Feet 4 Feet 6 Feet { DESIGNED BY A QUALIFIED DESIGNER AND INSTALLED IN ACCORDANCE QITH THE NEW YOUR STATE ELECTRICAL CODE AND TYPE Panel Panel Panel ALL LOCAL ORDINANCES AT THE CONTRACTORS EXPENSE. ALL WIRING, SPLICES, CONDUIT AND WORKMANSHIP SHALL BE IN Span PI SHUTTER ASSEMBLY ACCORDANCE WITH THE NATIONAL EXECTRICAL CODE,THE REUIREMENTS OF THE NATIONAL BOARD OF FIRIE UNDERWRITERS <2 Feet Span Span Span AND THE NEW YORK STATE RESIDENTIAL ELECTRICAL CODE. 2 Feet < 6 Feet 8 Feet PI N.T.S. ( ` p FOR PANEL SPANS: 4'-0" OR WIDER 5 THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH AND VERIFY THE LOCATIONS OF ALL ELECTRICAL REQUIREMENTS 2 1 # 6 Wood v l� WITH THE OWNER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL VERIFY THE PLACEMENT OF ALL OOUTLETS, Screws 16 16 12 9 P 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD SWITCHES AND DEVICES AS INDICATED ON THE PLANS OR BY THE OWNER. THE CONSTRCTOR SHALL ALLOW FORTHE (OVERLAP AROUND OPENINGS 4") INSTALLATION OF ALL ROUGH-IN ELECTRICAL WORK PRIOR TO FINISHING ANY INTERIOR WALLS OR CEILINGS. THE 1 ..,_ _,`,y t 1 �+ ELECTRICAL SERVICE WILL INCLUDE FINAL CONNECTIONS TO ALL MECHANICAL EQUIPMENT. ALL WORK SHALL BE 2 2# 8 Wood L= i I I PI 2x4 STRONG BACKS 24 O.C. 16 16 16 12 @ PERFORMED BY EXPERIENCED TRADESMEN LICENSED TO PRACTICE IN THE STATE OF NEW YORK. Screws ` ASSEMBLY: - �:;:,f: , .�• 1). PREASSEMBLE PLYWOOD TO 2x4's: # 10x3" (W/WASHERS) For SI: 1 inch = 25.4 mm, 1 foot - 304.8 mm, 1 pound = 0.454 kg. GALVANIZED OR STAINLESS STEEL WOOD SCREW @ 12" O.C. PLUMBING NOTES. 1 mile per hour = 0.44 m/s. ; I 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING W/ a. This table is based on a maximum wind speed (3-second gust)of 130# 10x3" (W/WASHERS) GALVAINZED OR STAINLESS STEEL 1) ALL WATER SUPPLY, DRAINAGE AND VENTING TO BE INSTALED AS PER NEW YORK STATE RESIDENTIAL CODE.WOOD SCREW @ 16" O.C. mph and mean roof height of 33 feet or less. I;. ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 2) EXISTING SEPTIC SYSTEM SHALL BE MODIFIED AS NEEDED TO ACCOMMODATE NEW PLUMBING. b. Fasteners shall be installed at opposing ends of the wood structural ="`A Q) ane/. # 10 TEE NUTS ATTACHED TO BLDG. W/# 10 x 1/2 (W/WASHERS) 3) IF WALL STUDS, PLATES OR JOISTS ARE CUT OUT DURING INSTALLATION OF ANY PLUMBING RELATED WORK PROVIDE p A:.. c. Where screws are attached to masonry or masonry/stucco, they shall MACHINE BOLT @ 12" O.C. ADEQUATE BRACING AND PLATES TO PROTECT ANS SECURE THE STRUCTURE. THE CONTRACTOR SHALL VERIFY WITH THE STATE CODE AND MANUFACTURE'S RECOMMENDATIONS FOR MAXIMUM HOLE SIZE AND SPACING PERMITTED. withdrawal capacity of 490 pounds. be attached utilizing vibration-resistant anchors having a minimum ' , �•J " a .tr M .. 4) THE CONTRACTOR SHALL BE RESPONSIBLE FOR CCONNECTIONS OF THE NEW PLUMBING AND HEATING SYSTEMS TO THE 4—J WINDOWS - GLAZED OPENING EXISTING RESIDENCE AND SHALL PROVIDE A COMPLETE WORKING FULLY FUNCTIONING PLUMBING SYSTEM TO SERVE THE ET4 CONSTRUCTION AS SHOWN ON THE DRAWINGS. THE NEW PLUMBING SYSTEM SHALL Q -TABLE R3®•1.5 E DESIGNED BY A QUALIFIED DESIGNER :1 <.. Q)PROTECTION IS REQUIRED FOR ALL GLAZED AREAS. IN ACCORDANCE WITH THE REQUIREMENTS OF THE NEW YOURK STATE RESIDENTIAL PLUMBING CODE ATTHE CONTRACTORS MINIMUM UNIFORMLY DISTRUBUTED LIVE LOADS �' IN ACCORDANCE WITH LARGE MISSILE TEST OF ASTM E 1996 AND OF ASTM 1886. CONTRACTOR MAY USE WOOD STRUCTURAL PANELS IN LIEU OF THE ABOVE MENTIONED WINDOWS. (In pounds per square foot) PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH HARDWARE PROVIDED. USE LIVE LOAD �_.-;�f ;�••::- -4—J FASTENERS TO BE DESIGNED TO ALIGN WITH WINDOW JACK POSTS, HEADER+ SILL PLATE. R310.1.1 ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING ; PANELS TO BE MAINTAINED ON SITE. .. Exterior balconies 60 : OF 5.7 SQUARE FEET. 24.. MINIMUM CLEAR OPENING HEIGHT, 20 MINIMUM CLEAR OPENING WIDTH, 44., f `� O LABEL LOCATIONS OF EACH PANES. Decks 40 v MAXIMUM SILL HEIGHT. Passenger vehicle garages a 50 .. Attics without storage b ,e 10 FINAL INSTALLED STAIRWAYS, HANDRAILS, GUARDS SHALL BE INSTALLED IN FULL CONFORMANCE WITH - L0 THEIR RESPECTIVE CODE SECTIONS. ARCHITECT IS NOT RESPONSIBLE FOR THESE INSTALLATIONS. Attics with storage b ,e 40 :n .: ;_,. 0 ' Rooms other than sleeping rooms 4Ca '�'� � 'fig.. ;,_,4 R314 STAIRWAYS SHALL NOT BE LESS THAN 36 INCHES IN CLEAR WIDTH AT ALL POINTS ABOVE THE Sleeping rooms 30 4� PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. HANDRAILS SHALL NOT Stairs 40 c PROJECT MORE THAN 4.5 INCHES ON EITHER SIDE OF THE STAIRWAY AND THE MINIMUM CLEAR WIDTH OF Guardrails and handrails d 200 ROOF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL NOT BE RAFTER LESS THAN 31.5 INCHES WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES WHERE HANDRAILS For S1: 1 pound per square foot = 0.0479 kN/f7n , 15quare inch = 645 mt$1 . ARE PROVIDED ON BOTH SIDES. THE MAXIMUM RISER HEIGHT SHALL BE 8.25'" AND THE MINIMUM TREAD 1 pound = 4. N a. Elevated garage fl0000 rs shall be capable of supporting a 2,000 pound DEPTH SHALL BE 9" IN CONFORMANCE WITH R314.2 MINIMUM HEADROOM SHALL BE 6'-811. ALL STAIRS load applied over a 20 square inch area. — SHALL BE PROVIDED WITH ILLUMINATION IN ACCORDANCE WITH SECTION R303.4. ENCLOSED ACCESSIBLE b. No storage with roof slope not over 3 units in 12 units. CELLAR •• �\ SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE c. Individual stair treads shall be designed for the uniformly distributed live ` — — ENCLOSED SIDE WITH 1/2 INCH GYPSUM WALLBOARD. load or a 300-pound concentrated load acting over an area of 4 square inches, whichever produces the greater stresses. ROOF RAFTER d. A single concentrated load applied in any direction at any point along fo% R315.1 HANDRAILS HAVING MINIMUM AND MAXIMUM HEIGHTS OF 34 INCHES AND 38 INCHES, the top. VsRim RESPECTIVELY, MEASURED VERTICALLY FROM THE NOSING OF THE TREADS SHALL BE PROVIDED ON AT e. Attics constructed with wood trusses shall be designed in accordanc e • LEAST ONE SIDE OF STAIRWAY. ALL REQUIRED HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF with Section R802.10.1. R No ' WINDOW!DOOR HEADER STRAP AT JACK STUD: CEILING\ • o THE STAIRS WITH TWO OR MORE RISERS FROM A POINT DIRECTLY ABOVE THE TOP RISER OF A FLIGHT TO A f. See Section R502.2.1 for decks attached to exterior walls. \y�� R. °�C c JOIST AT EACH JACK STUD USE 4-8d COMMON POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. ENDS SHALL BE RETURNED OR SHALL L6 - r oil, NAILS IN EACH END OF 1 -a'x 20 Ga.STRAP TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A �' * C � AND USP OR SIMPSON STP4 PLATE AT SILL TO BANDAND JOIST. SPACE OF NOT LESS THAN 1.5 INCHES BETWEEN THE WALL AND THE HANDRAIL. THE HAND GRIP PORTION ► ®_ A Arm" OF HANDRAILS SHALL HAVE A CIRCULAR CROSS SECTION OF 1 - 114" MINIMUM TO 2 - 5/81" MAXIMUM. '11011 � ROOF RAFTERS TO RAFTER�RIDGE0.PROVIDE EDGE RADIUS OF 118'". M 4-8d COMMON NAILS IN EACH END F 1 - 1"x 20 Ga.STRAP 16"O.C.OR '® O a ENERGY CODE COMPLIANCE STATEMENT 2x4 COLLAR TIES IN UPPER 1/3 OFTHE PROPOSED BUILDING REPRESENTED IN THIS DOCUMENT IS CONSISTENT WITH T UILDING PLANS, •fid ROOF @ 16"O.C. SPECIFICATIONS,AND OTHER CALCULATIONS SUBMITTED WITH THIS PERMIT APPLICA N. THE PROPOSED SYSTEMS HAVE BEEN DESIGNED TO MEET THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE REQUIREMENTS. \ ROOF RAFTERS TO WALL STUDS CONSTRUCTION NOTES: (WHEN REQUIRED OR APPLICABLE) ALL NEW HVAC EQUIPMENT AND THE EXPANSION OF THE EXISTING BUILDING HVAC SYSTEM SHALL MEET THE MINIMUM C 4-8d COMMON NAILS IREQUIREMENTS OF SECTION 503. IN EACH END 1 FLOOR 1) THE INFORMATION WITHIN THIS SET OF CONSTRUCTION DOCUMENTS IS RELATED TO BASIC DESIGN INTENT AND FRAMING DETAILS. THEY ARE INTENDED OF 1 -a'x 20 Ga.STRAP 16"O.C. OR JOIST AS A CONSTRUCTION AID, NOT A SUBSTITUTE FOR GENERALLY ACCEPTED GOOD BUILDING PRACTICE AND COMPLIANCE WITH CURRENT NEW YORK STATE AIR LEAKAGE:502.1.4 JOINTS, PENETRATIONS.AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE THATARE 0 Cain USP RT10 OR SIMPSON LTS16- V BUILDING DOCES. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING STANDARD CONSTRUCTION DETAILS AND PROCEDURES TO ENSURE A SOURCES LL AIR LEAKAGE MUST BE SEALED AS SPECIFIED IN 502.1.4 2 RECESSED LIGHTS MUST BE TYPE IC RATED l 1 NAILS PER MANUFACTURER. AND INSTALLED WITHNO PENETRATIONS SEALED OR GASKETED TO PREVF_NTR LEAKAGE INTO THE UNCONDITIONED AI PROFESSIONALLY FINISHED, STRUCTURALLY SOUND AND A WEATHERPROOF COMPLETED PRODUCT. �I 2) THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL WORK AND CONSTRUCTION MEETS CURRENT FEDERAL, STATE, COUNTY & LOCAL SPACE. VAPOR RETARDER TO BE ON THE WARM-IN-WINTER SIDE OF ALL NON-VENTED CEILINGS,WALLS&FLOORS. STUDS TO STUDS @SECOND FLOOR CODES, ORDINANCES AND REGULATIONS, etc. THESE CODES ARE TO BE CONSIDERED AS PART OF THE SPECIFICATIDNS FOR THIS BUILDING AND SHOULD BE MATERIALS IDENTIFICATION: MATERIALS AND EQUIPMENT MUST BE IDENTIFIED SO THAT COMPLIANCE CAN BE DETERMINED AND MUST BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS ADHERED TO EVEN IF IN VARIANCE WITH THE PLAN. (1) 0 O •,oBq AND CODE. DUCT INSULATION TO CONFORM WITH SECTION 503. HEATING AND COOLING PIPING INSULATION TO ■ 4-8d COMMON NAILS IN EACH END 3) DIMENSIONS SHALL TAKE PRECEDENT OVER SCALED DRAWINGS. [DO NOT SCALE DRAWINGS]. CONFORM TO SECTION 503 ( . OF 1 -4"x 20 Ga.STRAP. 4) THE DESIGNER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION AND ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION COORDINATING WITH O SIMILAR @ GABLE END WALLS. THESE PLANS, NOR RESPONSIBILITY FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND CL PROGRAMS IN CONNECTION WITH THE WORK. THERE ARE NO WARRANTIES FOR A SPECIFIC USE EXPRESSED OF IMPLIED IN THE USE OF THESE PLANS. WINDOWS ARE SHOWN AS ANDERSEN 400 SERIES DOUBLE HUNG WITH LOW E GLAZING. VERIFY ALL QUANTITIES, 5) REFER TO THE WINDOW AND DOOR SCHEDULE FOR EXTERIOR OPENINGS. ROUGH OPENINGS, MULLIONS,TEMPERED GLASS LOCATIONS BEFORE ORDERING WINDOWS&DOORS AND BEFORE STUDS TO BOX BEAM & FOUNDATION 6) THE GENERAL CONTRACTOR IS TO ENSURE THAT MASONRY OR PREFABRICATED FIREPLACES MEETS OR EXCEEDS MANUFACTURE'S SPECIFICATIONS AND FRAMING ROUGH OPENINGS. MINIMUM DESIGN PRESSURE RATING=DP30 FOR DOORS AND WINDOWS, 0. APPLICABLE CODES. 4-8d COMMON NAILS IN EACH END 7) THE GENERAL CONTRACTOR IS TO CONSULT WITH THE OWNER FOR ALL BUILT-IN ITEMS SUCH AS BOOKCASES, SHELVING, PANTRY, CLOSETS & TRIMS, etc. WIND BORNE DEBRIS REGION. AREAS WITHIN HURRICANE PRONE REGIONS WHERE THE BASIC WIND SPEED IS EQUAL R OF 1 -4"x 20 Ga. STRAP @ 16"O.C. FLOOR 8)WIND LOAD REQUIREMENTS SHALL BE TAKEN INTO ACCOUNT DURING CONSTRUCTION. TO OR GREATER THAN 140 MILES PER HOUR. R301.2.1.2 INTERNAL PRESSURE. WINDOWS IN BUILDINGS LOCATION IN WRAP UNDER SILL OR USE USP MP4F OR JOIST JOIST WIND BORNE DEBRIS REGIONS SHALL HAVE GLASSED OPENINGS PROTECTED FROM WINDBORNE DEBRIS. GLAZED SIMPSON LTP4 PLATE 32"O.C. OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1996 AND OF ASTM E FOUNDATION NOTES: 1886 REFERENCED THEREIN. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16 INCH AND A MAXIMUM DRAWING NO■ 5/8"ANCHOR BOLTS @ 48"O.C.WITH 3"x SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS. PANELS SHALL �® 3"SLOTTED SQUARE WASHERS- - BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE > > > PROVIDED IN ACCORDANCE WITH TABLE R301.2.1.2 OR SHALL BE DESIGNED TO RESIST THE COMPONENTS AND y..' USP/SIMPSON LBPS 5/8". D 1)THE GENERAL CONTRACTOR AND MASON TO REVIEW ALL PLANS ELEVATIONS SECTIONS DETAILS AND NOTES TO DETERMINE INTENDED HEIGHTS OF c -',:-x.•,�•;.-;g,,. p FINISHED FLOORS ABOVE TYPICAL GRADE. CLADDING LOADS DETERMINED IN ACCORDANCE WITH THE PROVISIONS OF THE CODE. -..•_: .n:„-.,'..; ” '�' „ nt. 2) ALL FOOTINGS TO REST ON UNDISTURBED (VERGIN) SOIL. (MINIMUM SOIL STRENGTH AT 3,000 PSF.) ALL STRAPPING TO BE 3) PROVIDE 1/2" EXPANSION JOINT MATERIAL BETWEEN CONCRETE SLABS AND ABUTING CONCRETE OR MASONRY WALLS OCCURING IN EXTERIORS OR 2-1/2"#8 SCREWS 16"O.C. (12"O.C. IF PANEL IS OVER 6'-0") t W GALVANIZED ASTM GRADE 33 UNHEATED INTERIOR AREAS. MINIMUM.Typical 4 ANY NEW CONCRETE WALLS BEING ATTACHED TO EXISTING CONCRETE STR4UCDTURES SHALL BE INSTALLED WITH #4 RE-BAR 1 I H `r~ 8 LONG AT 12"ON SHUTTERS SHALL BE IN CONFORMANCE WITH AMERICAN PLYWOOD ASSOCIATIONS DESIGN#1 -SHUTTERS FOR WOOD h.` =' CENTER. USED APPROVED APPDXY TOR INSTALLATION. FRAME BUILDINGS. 5) UNLESS OTHERWISE NOTED, ALL SLABS ON GRADE TO BE 3,000 psi CONCRETE. CONCRETE SHALL BE PLACED ON 4 INCH THICK SAND OR GRAVEL FILL y t HOLD DOWN SHEAR CONNECTION + CRITICAL LOAD PATH WITH 6 x 6 WIRE MESH REINFORCEMENT. INTERIOR SLABE TO BE MINIMUM 3- 1/2 INCH THICK. ALL FILL TO BE COMPACTED TO 95% RELATIVE DENSITY R807 ATTIC ACCESS: PROVIDE ATTIC ACCESS HATCH USING WEATHERSTRIPED 3/4"PLYWOOD HATCH IN 22"x 32" WITH 6"MINIMUM LIFTS. FRAMED OPENING WITH DOUBLE CEILING JOISTS AND FRAMING HANGERS. ALL CONNECTIONS SHALL COMPLY WITH NY STATE BUILDING CODE CHAPEER#2304.9.6 6) DAMPPROOF EXTERIOR OF FOUNDATION WITH BITUMINOUS COATING AS PER NEW YORK STATE RESIDENTIAL CODE. A 6- MIL POLYETHYLENE FILM SHALL BE APPLIED OVER THE BELOW GRADE PORTION OF THE EXTERIOR WALLS PRIOR TO BACKFILLING. 7) DRAINAGE SHLL COMPLY WITH SOUTHOLD TOWN CODE CHAPTER 236 FOR STORMWATER MANAGEMENT. '' SHEET 8 OF '13 N Y S ' F New York State Insurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE O D A A A A A^ 451497223 BUILT RIGHT ENTERPRISES INC ® , PO BOX 779 � GREENPORT NY 11944 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER BURKE/DENNIS ORIENT BUILT RIGHT ENTERPRISES INC TOWN OF SOUTHOLD-BUILDING DEPT PO BOX 779 TOWN HALL ANNEX 54375 MAIN RD GREENPORT NY 11944 PO BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12276486-4 442531 05/22/2020 TO 05/22/2021 4/14/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2276486-4, 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 RECEUVE 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 18 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. PRESIDENT ROBERT A KEHL BUILT RIGHT ENTERPRISES 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:464592699 U-26.3 N YS 1 F New York State Insurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE 1 ,D ^^A A^A 451497223 BUILT RIGHT ENTERPRISES INC ' .. PO BOX 779 �� GREENPORT NY 11944 -I SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER BUILT RIGHT ENTERPRISES INC VICTORIA BURKE&NOEL DENNIS PO BOX 779 945 THREE WATERS LANE GREENPORT NY 11944 . ORIENT NY 11957 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12276 486-4 442543 05/22/2020 TO 05/22/2021 4/14/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE:INSURANCE FUND UNDER POLICY NO. 2276 486-4, 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,114CLUDING 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. PRESIDENT ROBERT A KEHL BUILT RIGHT ENTERPRISES 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 G DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:544800763 U-26.3 AC�0 DATE(MM/DD/YYYY) �� CERTIFICATE ®F LIABILITY INSURANCE F04/14/2021 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 CONrAcr Brittany Horowitz Shore Line Insurance Agency Inc. PHONE (631)744-1200 (FAx (631)744-4243 8 Broadway E-MAIL bhorowitz@shorelineins.com INSURERS AFFORDING COVERAGE NAIC# Rocky Point NY 11778 INSURERA: Utica First Insurance Company 15326 INSURED INSURER B: Merchants Mutual Insurance Company 23329 Built Eight Enterprises Inc. INSURER c: P.O. Box 779 INSURER D: INSURER E: Greenport NY 11944 INSURER F: COVERAGES CERTIFICATE NUMBER: 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, TERMOR 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 SUER POLICY NUMBER POLICY EFF POLICY EXPLTR LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,0001000 �/ DAMAGE TO RENTED CLAIMS-MADE X E SaS(E.OCCUR P occurrence) $ 50,000 MED EMP(Any oneperson) $ 5,000 A N N ART 5015357 09 05/20/2020 05/20/2021 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY JECf � LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER:XCU Excluded $ AUIrOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident) $ 500,000 ANY AUTO BODILY INJURY(Per person) $ B OWNED SCHEDULED N N CAPI055'156 04/26/2020 04/26/2021 BODILY INJURY(Per accident) $ AUTOS ONLY X AUTOS HIRED NON-OWNED PROPERTY DAMAGE X AUTOS ONLY AUTOS ONLY Per acMe $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIA9 HCLAIMS-MADE AGGREGATE $ DED T I RETENTION $ WORKERS COMPENSATIONPERU TE OTH . AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE EL.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? ❑ N/A (Mandatory In NH) EL.DISEASE-EA EMPLOYEE $ If yS,describe under DESCRIPTION OF OP RATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Addltlomal Remarks Schedule,may be attached If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Victoria Burke&Noel Dennis ACCORDANCE WITH THE POLICY PROVISIONS. 945 Three Waters Lane AUTHORIZED REPRESENTATIVE Orient NY 11957 ` rf Fax: Email: ©1988-2016 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD �C®® DATE(MM/DDM YY) � CERTIFICATE OF LIABILITY INSURANCE 04!14/2021 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 13Y 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 SU13ROGATION 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 NA%r T Brittany Horowitz Shore Line Insurance Agency Inc. PHONE (631)744-1200 FAx 63( 1)744-4243 8 Broadway E-MAIL bhorowitz@shorelineins.com INSURERS AFFORDING COVERAGE NAIC# Rocky Point NY 11778 INSURERA: Utica First Insurance Company 15326 INSURED INSURER 13: Merchants Mutual Insurance Company 23329 Built Dight Enterprises Inc. INSURER C: P.O.Box 779 INSURER D: INSURER E: Greenport NY 11944 INSURER F: COVERAGES CERTIFICATE NUMBER: 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, TERMOR 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 SVBR POLICY NUMBER POLICY EFF POLICY EXPLTR LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 �/ DAMAGE TO RENTED CLAIMS MADE X OCCUR PREMISrS a o cure ce $ x30,000 MED EXP(Any oneperson) $ 5,000 A N N ART 5015357 09 05/20/2020 05/20/2021 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICYF—IJEGT PRO- LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER:XCU Excluded $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT accident) $ 500,000 ANY AUTO BODILY INJURY(Per pdrson) $ B OWNED XSCHEDULED N N CAP1055156 04/26/2020 04/26/2021 BODILY INJURY(Per accidont) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE X AUTOS ONLY AUTOS ONLY Per accident) $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAE3 HCLAIMS-MADE AGGREGATE $ DED RETENTION $ WORKERS COMPENSATION PEN U OTH- AND EMPLOYERS'LIABILITY Y I N TE ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDE( N I A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ Ifyes,describe unddr DESCRIPTION OF OPERATIONS beIow EL.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Addltlonal Remarks Schedule,may be attached N more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL IBE DELIVERED IN Town of Southold-Building Department ACCORDANCE WITH THE POLICY PROVISIONS. Town Hall Annex 54375 Main Road P.O. Box 1179 AUTHORIZED REPRESENTATIVE jr Southold NY 119712�_ r °t Fax: Email: ©1988-2015 ACORD CORPORATION. 1411 rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD i i 1 /1 -."'Suffolk County.®ept ou. Licensing&•sons fher.Affairs : ,.HOMi�-IMPROVEMENTLICENSE Nam-e - �-ROBERT-A:KEHL ' ; I Business Name BUILT RIGHT ENTERPRISES INC ' This certifies that the _ bearer is duly-licensed License NufTl'ber H=48957 by the County of Suffolk Issued: 06/22/2011 �., c maimon r Expires: -06/01/2621 P NYS 1 F New York State Insurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 I nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE AAA^A A 451497223 BUILT RIGHT ENTERPRISES INC PO BOX 779 GREENPORT NY 11944 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER BUILT RIGHT ENTERPRISES INC TOWN OF SOUTHOLD-BUILDING DEPT PO BOX 779 TOWN HALL ANNEX 54375 MAIN RD GREENPORT NY 11944 PO BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12276486-4 995178 05/22/2021 TO 05/22/2022 10/7'12021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2276 486-4, 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.COMICERT/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. PRESIDENT ROBERT A KEHL BUILT RIGHT ENTERPRISES 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: 1066594387 U-26.3 NYSIF New York state Insurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE D D AAAAAA 451497223 BUILT RIGHT ENTERPRISES INC PO BOX 779 GREENPORT NY 11944 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER BUILT RIGHT ENTERPRISES INC VICTORIA BURKE&NOEL DENNIS PO BOX 779 945 THREE WATERS LANE GREENPORT NY 11944 ORIENT NY 11957 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12276486-4 973770 05/22/2021 TO 05/22/2022 9/29/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY. NO. 2276486-4, 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://WVVW.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. PRESIDENT ROBERT A KEHL BUILT RIGHT ENTERPRISES 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: 1066974704 U-26.3 DATE(MMIDDIYYYY) AcoR" CERTIFICATE OF LIABILITY INSURANCE li%.� 1 08/30/2021 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 CONTACT Brittany Horowitz Shore Line Insurance Agency Inc. PHONE (631)744-1200 FAx (631)744-424(AIC No3 8 Broadway EMAIL . bhorowitz@shorelineins.com INSURERS AFFORDING COVERAGE NAIC# Rocky Point NY 11778 INSURERA: Utica First Insurance Company 15326 INSURED INSURER B: Merchants Mutual Insurance Company, 23329 Built Right Enterprises Inc. INSURER C: P.0 Box 779 INSURER D: INSURER E: Green prt NY 11944 INSURER F: COVERAGES CERTIFICATE NUMBER: 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 NUMBER POLICY EFF POLICY EXP LIMITS 2M=1WMQQb=L X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMSWADE �OCCUR PAEA SIES(ERENTED a occurrre6ce) $ 50,000 MED EXP(Any oneperson) $ 55,000 A N N ART 501535710 05/20/2021 05/20/2022 PERSONAL&ADV INJURY $ 1,000,000 O'OTHER: LAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY�JECT PRO- F—]LOCPRODUCTS-COMP/OP AGG $ 2,000,000 XCU Excluded $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 500 000 Ea accident) ANY AUTO BODILY INJURY(Per parson) $ B OWNED SCHEDULED AUTOS ONLY AUTOS N N CAP1055156 04/26/2021 04/26/2022 BODILY INJURY(Per adcident) $ X X HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY (Per cede $ UMBRELLA LIAR HOCCUR EACH OCCURRENCE $ EXCESS LIAS CLAIMS-MADE AGGREGATE $ DED I I RETENTION $ WORKERS COMPENSATION I PEA OTUTEJ R H. AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVEElE.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? NIA (Mandatory In NH) I E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OP OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) 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-Building Department ACCORDANCE WITH THE POLICY PROVISIONS. Town Hall Annex 54375 Main Road P.O. Box 1179 AUTHORIZED REPRESENTATIVE Southold NY 11971 Fax: Email: ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD Fi,l .. - �'`��; -DENNIS'=*;.,.•`.?.>.;•,'_. air` _%.;.;:;�„?,�.;�.., . ���>•`y: •'945 THREE WATERS'LN` j riu s� ��G,,,. �``� ORIENT,NY 71957:x' �, :C.turasi2/29t2027f�� 11) tsspea03/10120-2„0 �: '`��, 4•ir„�,' 1' �-r�%krr l.f�FgU,�]d,„1e ,.r,n<,:x.•. YYO CjcR�I,VsF �:, • 1�:,'jn .l ,5„0'948 VICTORI,4,ANNE�e ''°'• „r_i •� ,•syr,. 4 1 945 THREE WAiERS�Li� 'ORI ENT;'NY•11957,cr ji' is k-_•� lP So F �Ne em 5-94 #Eyas HI�i rs ,E�tO F” ooe 0210 /1954.7 a � rxvnes0i'!!02l2Q26'IIsxdm Issued 921.01!20:18::..r ✓ r! '�;y`.}sss:.” ?'�'",�`-f';'..°' . . ,..''" , -... ..�;�;{%ri'l,ll����l�ilhit•114N���� ;,d.;N�t.Mt. r. Suffolk County Dept of Labor,Licensing&Consumer Affairs ,.:ti iy • HOME IMPROVEMENT LICENSE Name ROBERT A KEHL Business Name This certifies that the nearer is duly licensed 13UILT RIGHT ENTERPRISES INC oy the County of suffolk License Number:H-48957 Rosalie brago Issued: 06122/2011 Commissioner. 'Expires: 06101/2023 N Y S ' F New York State Insurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ORiT^^^^^^ 451497223 BUILT RIGHT ENTERPRISES INC ❑ PO BOX 779 � GREENPORT NY 11944 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER BURKE/DENNIS ORIENT BUILT RIGHT ENTERPRISES INC TOWN OF SOUTHOLD-BUILDING DEPT PO BOX 779 TOWN HALL ANNEX 54375 MAIN RD GREENPORT NY 11944 PO BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12276486-4 442531 1, 05/22/2020 TO 05/22/2021 4/14/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2276 486-4, 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. PRESIDENT ROBERT A KEHL BUILT RIGHT ENTERPRISES 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:464592699 U-26.3 AF--lgbq�t\ N Y S ' F New York State Insurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 nysifcom CERTIFICATE OF WORKERS' COMPENSATION INSURANCE D � ^^^^"^ 451497223 - �r BUILT RIGHT ENTERPRISES INC PO BOX 779 -ru- GREENPORT NY 11944 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER BUILT RIGHT ENTERPRISES INC VICTORIA BURKE&NOEL DENNIS PO BOX 779 945 THREE WATERS LANE GREENPORT NY 11944 _ ORIENT NY 11957 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12276486-4 442543 05/22/2020 TO 05/22/2021 4/14/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2276 486-4, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHIOLDER 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 I$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. PRESIDENT ROBERT A KEHL BUILT RIGHT ENTERPRISES 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:544800763 U-26.3 AC" CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 04/14/2021 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 HOLDEN. 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 CONTNAMEACT Brittany Horowitz Shore Line Insurance Agency Inc. PHONE(AIC No 631 744-1200 F°XAIC_ (631)744-4243 8 Broadway 'N1 .AQQRE8sr bhorowitz@shorelineins.com INSURERS AFFORDING'COVERAGE NAIC 0 Rocky Point NY 11778 INS RER A: Utica First Insurance Company 15326 INSURED INSURER B: Merchants Mutual Insurance Comp ny 23329 Built flight Enterprises Inc. INSURER C: P.O.Box 779 INSURER 0: INSURER E,. Greenport NY 11944 INSURER F: COVERAGES CERTIFICATE NUMBER: 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. IILTR NSR TYPE OF INSURANCE ADDL SUBR iumwa POLICY NUMBER POLICY EFF POLICY EXP LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE ❑X OCCUR DAMAGETOR NT D PR a ocrurrewa $ 50,000 MED EXP(Any oneperson) $ 5,000 A N N ART 5015357 09 0520/2020 05/20/2021 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICYF—]JECT ❑LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER:XCU Excluded $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT(Ea $ 500,000 ANY AUTO BODILY INJURY(Per person) $ B OWNED F�-owl SCHEDULED N N CAPI055156 04262020 04/26/2021 BODILY INJURY(Per aWdont) $ AUTOS ONLY AUTOS X HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Pe accident) $ UMBRELLA LIAR OCCUR EACROCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I I RETENTION $ WORKERS COMPENSATION PER PERTH EMPLOYERS'LIABILITY Y/N T ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? ❑ N I A EL.EACH ACCIDENT $ (Mandatory In NH) EL.DISEASE-EA EMPLOY $ If yes,describe ander EL.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Victoria Burke&Noel Dennis ACCORDANCE WITH THE POLICY PROVISIONS. 945 Three Waters Lane AUTHORIZED REPRESENTATIVE Orient NY 11957 Fax: Email: ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD ACC) CERTIFICATE OF LIABILITY INSURANCE FDATE(MMIDDNYYY) �� 04/14/2021 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 13Y 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 CONNAMTACT Brittany Horowitz Shore Line Insurance Agency Inc. PHONE (631)744-1200 F4X 631)744-4243 8 Broadway E-MAIL.ADDREss, bhorowitz@shorelineins.com INSURERS AFFORDING COVERAGE NAIC# Rocky Point NY 11778 INsu ERA: Utica First Insurance Company 15326 INSURED INSURER B: Merchants Mutual Insurance Company, 23329 Built might Enterprises Inc. INSURER C: P.O,Box 779 INSURER D: INSURER E, Greenport NY 11944 INSURER F: COVERAGES CERTIFICATE NUMBER: 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. ILTR NSR TYPE OF INSURANCE ADDL SUER JIM 20a POLICY NUMBER POLICY EFF POLICY EXP MWMDNYnl LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 �/ DAMAGE TO RENTS CLAIMS MADE X OCCUR R are ce $ 50,E MED EXP(Any one erson $ 5,000 A N N ART 5015357 09 0520/2020 05120/2021 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE s 2,000,000 X POLICY FIj� LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER:XCi)Excluded $ AUIrOMOBILE LIA6ILITY COMBINIED SINGLE LIMIT' 500,000 ANY AUTO BODILY INJURY(Per person) $ B OWNEDX SCHEDULED N N CAP1055156 04262020 04262021 BODILY INJURY(Per accidont) $ AUTOS ONLY AUTOS X HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY r PS TY UMBRELLA LIAR HOCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED RETENTIO $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N A ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBEREXCLUDE[ NIA E.L.EACH ACCIDENT $ (Mandatory in NH) EL.DISEASE.EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LI IT $ DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached H more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL IBE DELIVERED IN Town Of Southold-Building Department ACCORDANCE WITH THE POLICY PROVISIONS. Town Hall Annex 54375 Main Road P.O.Box 1179 AUTHORIZED REPRESENTATIVE X Southold NY 11971 " f� Fax: Email: ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD r J ' - �•,. �' ��:'_Labor�liaeiisiii _6onsumec=Affailrs�� FiOME�INIPRO:VEMENT LICENSE' ~ t Name ROBERT A.KEHL < Business"Name- BUILT RIGHTENTERPRISES INC g This cerfitles that Nie �15024reras:duly licensed` License Number H-48957 'q tiy'.the County of-Suffolk Issued: 06/22/2011 Commissioner Expires: 06/01/2021 ;t GENERAL CNST ViCT10 ! NO ■ ES 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. I. 8.' ALL EXTERIOR LUMBER Shall be ACQ requiring the following: as adopted by New York State May 12,'2020, a.) All Fastener's shall be Hot Dipped Galvanized -ASTM A 153 class D 4Additional.Code Compliance: or stainless steel. 2020 Energy Conservation Construction Code of New York State, the I b.) Use Copper flashing Only against ACQ Lumber Sill Plates 2020 Building Code of New York State; Plumbing code; Fire code; Mechanical code; c.) All Structural connectors i.e. Simpson strong-Te or USP, etc ARCHITECTURE Fuel gas code; Existing building code; Property maintenance code. shall be Hot-Dipped Galvanized or Stainless Steel. ALL CODES shall supercede the drawings and shall be incorporated into the drawings WHETHER they are indicated on the'Plans or NOT. 9. All Engineered Wood Products such as "Trus Joists, Micro-Lam, etc"shall be Additions,Alterations & Renovations: shall conform with Appendix J installed in accordance with the manufacturers latest installation details, i Framing connectors,Allowable Hole diagrams, specifications, etc.. p ; "Micro-Lam" Design Stress: E = 1.9, Fb= 2,600 psi, Fv=285 psi W V O 2. Written Dimensions take precedence over scaled dimensions „ Parallam PSL Design Stress: E=2.0, Fb=2,900 psi, Fv=290 psi Z 3. The contractor prior to the start of construction shall verify all i "Anthony Power Beams,Design Stress; E=2.1, Fb =3000 psi, Fv= 300 psi dimensions, existingor-new and be responsible for field fit. i - - o 1 p - 10. 8310:2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, p, 4... T'he.mechanical systems, electrical systems,.plumbing systems and solar•e'ne systems,r each sleeping rooms in basement, habitable attics, and every sleeping room ` 0 r9yshall have'at least ONE operable emergency escape opening as follows: 0 shall be installed in accordance under latest State approved Building Codes. Sill height of not more than 44 inches.above finished floor. All systems are to be designed, installed, &specified by the general contractors; HVAC, electrical or plumbing sub-contractors. A. Minimum net clear opening of 5.7`square feet. Except grade floor openings shall have-a minimum net clear Electrical certificates are to be provided the electrical contractor. ` N O opening of 5 square feet. B. Minimum net clear opening height shall-be 24 inches. y . . ., . .. , „ 5.,::,'Al New Footings shall,bear on Virgin, undisturbed`soil with an assumed bearing:capac'ity - - � � � N M s _ C. Minimum net clear opening width shall be 20!'. of.2000 pounds.per square Foot. All Footings shall be 36 'below grad'e'Minimum.•It shall_ e l D. emergency escape and rescue openings shall be operational W be the responsibility of the general contractor to verify the depth of all existing footings : :c from the inside of the room without use of'ke s or tools.. _ . disturbed by construction. _ y �� WHERE Basement contain more than one or more sleeping rooms, 11') ~ TABLE 8401.4.1 subscript b: Where the building official determines that in-place soils {' an emergency escape opening shall be provided for EACH sleeping room. Q capacity y p Emergancy escape and rescue opening shall open directly to the outside ,e�, A C' with an allowable bearingca aci of less than 1,500 psf are like) to be" resent at the site, the allowable bearing capacity shall be determined by a soils investigation. o� EXCEPTION: Grade floor or BELOW grade floor openings shall have 6. Cast-in-place concrete shall be air entrained; 5% <7%total air conterit-by'volume and have a net clear opening of not less than 5 square feet. an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of e ce d garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4' continuous run of treads or flight with FOUR OR MORE RISERS. O in All Concrete shall conform to the latest ACI standards. i g Handrail Height measured above stair tread nosing, shall not be less h �/o, p2p5 Q� � J i Reinforcement. Steel reinforcement.shalf comply with the'requirements 34 inches and not more than 38inches. All•Handrails shall be contin o s O '� r Z of ASTM A 615,A 706 or A 996. the full length of the stair from a point directly above the top riser of a ight R 0 1612 o Minimum yield strength of reinforcing steel-shall be:40,0000 'psi rade 40 ! to a point directly above the lowest riser of the flight. Handrails adja nt to o 4) pa } p (,grade )' a wall shall have a space of not be less than 1-1/2 inches between the wall - ° O required Shall be in accordance with.Table'8404.1.2(1)thio i and the handrail. see code for exceptions; Refer to Code for n sizes specifications. � R4D4.1.2(9)• � � � .I p grip p d � q 0 Location of Reinforcement:The center of vertical reinforcement in basement walls shall be ; 12. GUARDS:.R312 Porches,:balconies or raised floor surfaces located more than 30" I above the floor or rade below shall have a railing •$_4 .- ) • j, located at the centerline of the wall determined from tables 8404.1.2(1)through 8404.1.2(9). 9 g not less than 36 inches e � � d Z -� v� 1 Vertical reinforcement in basement walls shall be located in height. Railings shall have Top rails and Balusters and Bottom rails that are 0Im c ' to provide a maximum cover of 1-1/4 inches from the inside face. ,NO MORE THAN 4 INCHES APART. EXCEPT: the triangular openings formed 9 F. *1 U- C i. ., by the riser, tread and bottom rail of the'guard rail at the open side of a stairway a () O w Concrete basement foundations shall have horizontal reinforcement as follows: are permitted to be of such a size that a 6,inch sphere.cannot pass through. d •�--� 1�! o Based on R404.1,2(1)- (includes basement entrances and window wells) i Open sides of.stairs with a total rise of more than 30 inches above the floor or "o '� C y i Less than.B foot Wall Height: One#4 bar within 12 inches of the top of grade below shall have guards not less than 34 inches in height measured 2 0 q wall and One#4 bar near mid-height of wall. vertically from the nosing of the treads, d Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of Wall and One#4 bar-near the third points in the-wall story. 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window opening is located LESS than 24 inches above the finished floor and GREATER DRAWING No. ' 7.' Base.design.value for visually graded dimensional lumber: Joists, studs Rafters and All than 72 inches above the finished grade or other surface below on the exterior ' Framing lumber shall be DOUG-Fir Larch#2 or better, E = 1,600,000 i of the:building,the window must be provided with a window opening control device y Min. Fb for,dimensional lumber=850 psi. that compiles with 8312.2.2 Window Opening Control Devices. . Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. ` Including but no limited to: Deck Framing, Posts, Headers, Girders &Led $is gers. _ SHEET 9 OF I's - ice._... r ,..r.-...... ..,z - .>............... ...._.,_ .....__ .. .-...: _. -. .-�_.. .. ...,.,.,,...._..,-. ...-. ...., _--r.__,._...is'.::.�.-v-."-_. _h'= .s....s .. ., _ .,:.. _ -. - .\. _,.- ;_ .... .. .,-..._ ..- :-....-.._ .. ... ., .. .- _. -..^� - ... _...:.. ..,..... ,.., ... . .-i -. .. . - _._ -• _- _. - • '7. r i r f , • , .7� ? a . a ..• -- +• `.' ' d i`.accordant .with U 21 ns al as er tlie:Section'314'- •IR O 22 Smoke'Alarms: Shall be:liste n e L 7;,.i t led p _ 14: =,F EBL CKIN NDr RA P r _ G,A D FTSTOP !NG' 1=i eblockm shall.be installed m'""�� , - a cled1n'each§lei in •Room' outside of each se arate:slee in g nd NFPA72.Shall be provi P 9 accordance.with R302.11 thru'R302A 1:2 and Draftstopping shall be. dwelling', p p g` area in�the immediate vicinity of the•bedroom and on each'story of the dwelling', including installed per R302r12 third R302.12.1 I, basement,and'cellars and not less than 3 feet from the bathroom door containing a'- .r `bathtub or shower. Alarms shall be interconnected and hardwired to,a commercial source. - F Fireblocking materials.R302.11.1 shall be,as follows: ,WHENEVER an"alteration, addition,or conversion is made to an Existing Residence, . ' 1. Two-inch nominal lumber the smoke detection system of the ENTIRE residence must be brought up to code, 2. 1/2" gypsum board hardwired and interconnected. 3. Batts.or blankets of mineral or fiberglas shall be permitted for compliance with the 10 foot horizontal fireblocking in Walls constructed using parallel ;, 23. Carbon Monoxide Alarms: Shall be.provided in accordance with Section 915 a rows of'studs or staggered studs. -of the 2020 fire-code of'NY. Shall'be Installed outside,of each separate sleeping area ARCHITECTURE 4. `cellulose insulation installed and tested in accordance with ASTM EA 19 or in the immediate vicinity of the'bedrooms. combination.carbon monoxide UL 263,for the specific applications . i` and smoke alarms shall be permitted in lieu of carbon monoxide alarms. All CO alarms shall be connected to the lighting circuit with no intervening wall switch with battery backup. Battery=powered alarms are not allowed.' TABLE 1401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS 24,,- WALL BRACING: Buildings shall be braced in accordance with , CZ section R602.10.4.2 Continuous sheathing method. CLASS OF MATERIAL LOAD-BEARING,PRESSURE -End conditions for braced wall lines for the continuous sheathing shall conform z Crystalline bedrock12,000.•psf ± to Figure R602.10.7. Braced wall panel connections o Sedimentary and foliated:rock 4,000, psf shall comply with nailing schedule and Figures 8602.10.8(1)&8603.10.8(2) ' Sandy gravel and/orgravel (GW and GP) 3,000 psf Sand,silty sand, clayey sand, silty gravel and clayey gravel 25.; WIND DESIGN:shall be as per 8301.2.1 A continuous load path shall be (SW, SP, SM, SC, GM and GC) - 2,000 psf provided to.transmit the applicable uplift forces in section R80211.1 from the _ Clay, sandy clay, silty clay, clayey silt, silt and sandy;silt' ` roof assembly to"the foundation. (CL, ML, MH and CH) 1,500 psf - 26, -Asphalt Shingles: Shall comply with ASTM D'13462. Wind resistance of N O a:,When soil'tests are required b Section 8401':4` asphalt•shingles shall be tested in accordance withASTM D 7158 and classified .,-, N q y ,,,,.•,+,;,. as per Table R905.2.4.1 of the NYS Residential Code, - y M the allowable bearing capacities of the soil shall,be.part of,the.rec_o,mmendations, _, ,Fasteners for asphalt shingles shall be galvanized or stainless,steel,aluminum or N copper roofing nails, minimum 12 gage shank ' 'th.a minimum- W -� o II b,Where in-place soils with an allowable bearing.capacity of Iess.than:;1,50_,psf _ , „y. 3/8' inch diameter head. The fasteners shall penetrate through'the roof sheathingIx = are likely to be present at the site, the allowable,bearing capacity shall be ;;,. ....: :and comply with ASTM F 1667. Minimum number'of fasteners as per_manufacturer LO - determined by a soils investigation. but not less than 4 per strip: -- - o tic y,� t` ' 27. .Flame Spread Index: R302.9 wail and ceiling finishes shall have a flame spread index s 200 ' ! Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies ' 14a. Draftstoppping material 8302.12 shall be as follows: ; &attics shall have a flame spread index S 25 In.combustible construction where there is usable space both above and below the concealed space j _ � of a,floor-ceiling assembly, draftstops shall be installed so that the,area of the concealed space does Smoke-developed Index; F�302.10 a �� ,., z not exceed 1,000 square feet. Draftstopping shall the,concealed space Into approximately i mall and ceiling finishes having a smoke-developed index s 450 0. 020 equal areas:. Draftstopping shall be provided in the following locations: Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies OF J 1.. Ceiling is suspended under floor framing. &attics shall have a smoke-developed index 5 450 tested with-ASTM E 84 L 723 �--I fA I 2. Floor framing is constructed of truss-type open-web or perforated members. � 1:1 1 16 15. No backfill shall be placed against the-foundation walls �0 MM ,� until the first'floor framing is in place or brace the foundation i 28. SWIMMING POOLS. Shall conform to Section R326 - 16. Double Joists under parallel.partitions and under whirlpool tubs: 29. SOLAR READY DWELLINGS:' Shall'conform to Section R324,.including but not limited to: Double around openings!n floorand roof framing. Solarready roof zone area of not less than 300 sq. ft.Access and pathways, roof access o ` Z ground access areas. panels shall not be located less than 18"from a valley o 117. ' Metal flashing shall be installed weFe concrete abuts wood, 0 0 C j and were decks abut house framing. A permanent certificate indicating the "solar-ready zone"and other requirements of a VC w this section shall be posted near the electrical panel or water heater by the builder. m 4) o 118. Install joist hangers at all flush structural load bearing conditions. H > qT 5—` h i' 1l3. All habitable rooms shall be provided with aggregate glazing area bf not less 8 percent of the The main electrical panel shall have reserved space for a dual pole circuit breaker o d! 0 A floor area of that room,and the minimum openable_area to the outdoors shall be 4.percent of for future solar electric installation and.labeled"for future solar electric", d l the floor area being ventilated. Refer to Residential Code.section 8303 ; 30. EXTERIOR DECKS:-Exterior•wood'decks.Shall conform to Section R507 20, All window and door headers to be 2-2x10 unless noted otherwise. DRAWING NO. 31. NEW Construction./Additions &Alterations: 21 r Vent dryers to exterior as per Section M1502 It shall be the responsibility of the General contractor,or his subcontractors to submit Vent rangshoods as per Section M15,03 in detaill the design,-calculations, drawings,writtern statements of the mechanical, rt Bathrooms/mechanical ventilation as per Section M1507 air conditioning,ventilation. heating systems ( new, existing or upgraed) stamped by a professional engineer if required by the Owner or Building Dept. A9 SHEET 10 OF 13 • fi;1 S' t' -1 4 1: "4 l .,i g7.c M1 �•5i I r= 1 r. +[ YF l 1 jn S,r .f . WA LL'P DTAB E6210.5'FOR MINIMUM ENGTH'OF BRAC ELS TABLE602.10.33(1,)'FPR BRACING REQUIREMENTS'BASDONWlNDSPEE , e- 5 r r . , 8 , i •1- — — n -='=•--i 1'L- — ='I'' METHODWSP: EXTERIOR SHEATHING - CONT.INUOUS'RIM:" FULL HEIGHT BLOCKING ;CONTINUOUS ADDITIONAL'"FRAMING FULLHEIGHTBLOCKING _ 'PER TABLE R602.3(3)-FASTENERS 6 { OR END JOIST CONTINUOUSALONG LENGTH' 'OR END JOIST MEMBER DIRECTLYABOVE @ 16 OC ALONG I 1•I I•ION EDGE,12"FIELD.,INTERIOR SHEATHING, i OF BRACED WALL PANEL' BRACED"WALL PANEL BRACED WALL PANEL, I' PER TABLE R602.3(1).FASTENERS VARIES ; •I . II II _ l.f 2-16d,NAILS EACH SIDE ,I I f METHOD CS J I AS PER TABLE,R602.3(3) ; EXTERIOR SHEATHING ATTACHED WITH 8d COMMON NAILS 8d @ 6'0.C.ALONG 8d @ 6"O.C.ALONG_ TOENAIL 3-8d NAILS (0.131 X2:5"LONG) BRACED WALL PANEL Sd @ 6"O.C.ALONG BRACED WALL PANEL Sd @ 6"O.C,ALONG AT EACH BLOKING MEMEBER ARCHITEC 1 dJ RE I AT 6"O,C.ON EDGE AND 12" D.C. BRACED WALL PANEL 'BRACED WALL PANEL IN FIELD I i -BRACED WALL PANEL BRACEDWALLPANEL BRACED WALL PANEL INTERIOR FINISH:' RACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL I• SHALL BE MIN.1/2'GYP.BD FASTENED WITH NAILS OR SCREWS IN ACCORDANCE I, FZ-16d@16'OCALONG 3-16d•@ 16"OC ALONG I'I I'I WITH,TABLE R702.3.5 OR BRACED WALL PANEL 3-16d @ 16-OC ALONG BRACED WALL PANEL 3-16d @ 16"OC ALONG. 3 16d @ 16"OC EACH 111 �I I•I I I I' TABLE R602.3(1)FOR EXTERIOR WALL BRACED WALL PANEL GRACED WALL PANEL BLOCKING MEMEBER - - — — --J1.— — — J' SHEATHING i •I'1 — -'4 CONTINUOUS RIM OR CONTINUOUS RIM OR ! ''� d• — I•I I I I' VERTICAL JOINTS IN PANELS SHALL OCCUR END JOIST END_JOIST OVERAND BE FASTENED TO COMMON STUDS., 2-16d NAILS EACH SIDE �= I I,I' I I I• HORIZONTAL PANEL JOINTS IN BRACED ( O hI WALLS PANELS SHALL OCCUR OVER INTERIOR'-�I I; AND BE FASTENEDTO 1-112"THICK ,1 SPACING '' I•I COMMON BLOCKING FULL HEIGHT BLOCKING ADDITIONAL FRAMING ( ' I I I I I 1 CONTINUOUS ALONG LENGTH MEMBER DIRECTLY BELOW FULL HEIGHT BLOCKING �/ Q' I SOF BRACED WALL PANEL BRACED WALL PANEL @ 16°O.C.ALONG ` �+ 2 X 4 or 2 x 6 STUD WALL BRACED WALL PANEL ! °I I•I I•I I. � � � � � "`; ;' ;;t'' 'I I I I I I• 2 X BOTTOM PLATE v>v %"u{- s ,`;•'. ;` •I I•I I•I , _:-c I' EDGE SPACING -6° FIGURE R602.10.8(11 FIGURE R602.1.0.8(2) 1 A , BRACED:WALL PANEL GONNECTION.WHEN BRACED WALL PANEL CONNECTION WHEN ` ems' • • • • • • •. • •..• _ PARALLELTO FLOOR/CEILING -- PERPENDICULAR TO FLOOR/CEILINO N FRAMING FRAMING M FASTENING REQUIREMENTS FOR p N II BRACED WALL PANEL AS PER TABLE 8602.3.(3) - 1 2 2 C - � w - i Simpson } SIMPSON H2A . H2AStud ToRafter at each Rafter.With J Connector _ j (5)8d x 1-1/2"nails in Rafter .0) Were the(distance is (2)8d x 1-1/2"nails in plate �E Typical Metal. WINDOW HDR between&1/4"to 15114" (5)8d x'1-1/2' nails in Stud 0 U) �p Strapping t at Openings �y provide blocking @ Horizontally attached ' braced wall pane!s j p plywood sheathing I shall have Solid Blocking ! + ^ X @an Plywood Joints I 1-1/4"x20 Gage Metal Coil +� F-•-•I f i Strap with (5)-8d common nails r-•-� SIMPSON F12A in each end.catch jack studs ^� Solid blocking between at each Rafter.With and window or door Header. O .•iy W V z rafters attached to top (5)8d x 1Al2"'nails in Rafter i late with Sd nails s"o.c. . Typical each side and ALL � 0. _ Comer Holdowns p @ (2)8d x'1=112"nails in plate 'o ®' p 9 g (5)8d x 1-112"nails in Stud windows and doors. I Refer to tans � along length of braced wall i Q ~ � � �C +r forlocatlons — RAFTER-TO-STUD CONNECTOR& d ' � If required r panel. 7 . JACK STUDS TO HEADER TIE y RIM JOIST c 114 > 0 A s Sill Strapping ' BLOCKING BETWEEN RAFTERS Ca)BRACED WALL PANELS '' NTS d See details on i 602.10.8.2(1) NTS this page. NOTE;8d COMMON NAILS ARE TYPICAL ELEVATION 2=1/2"LONG WALL TO HEADER STRAPPING N.T.S. ED ,Q�C' DRAWING NO. " ao,.020y9'� Q•>;- SHEET ,11 OF IS 3 4 5 , - - a,ry x , jExtent of header(two braced wall,segments) Outside Elevation - , . e (one wall .3.2 Extent of header an braced segment) Tap plate continuity is required per R602 Side Elevation Lm 0.3 3" 11114"net header Header °° Fasten king stud to header with Min. x - a ' - °° /6-1fid sinker Halls I - w j shall occur at top of wall fasten top plate to header,with Fasten sheathing to header with 8d common nails in 3 in.grid two rows of 16d sinker nails @ 3"o.c. pattern as shown and 3 in.o.c.-in all framing(studs and sills) ARCHITECTURE - Braced wall line Header to Jack-stud strap per table continuously sheeted inlmum 40001b header-to-ack-stud m R602.10.6.4 on BOTH sides of with 1/2'wood strap an both side of opening opening opposite side of sheathing structural panels apposite side of sheathing Min.Double 2x4 framing covered with minimum 3 b• s _---Panel splice edges shall occur over Co 1/2°thick wood structural aural panel sheatlilng o r with Ed common nails @ 3"o.c.In all framing and be nailed common blocking O (studs,blocking,and sills)typical within the midddll e 24'of the portal- ' t leg height. One mw of 3"o.c.nailing X is required in each panel edge. r ° . Min.(2)2x4 typ. if needed ` Z 2'to 18'(finished width) Min bauble 2x4 or Min length 2x6 King 8 Jack stud 112"min.thickness wood structural gt panel per Table R602.10.5 panel sheathing ( ` 0 1 518"Diameter anchor halt Min double 2 x post v ( ) No.of Jack studs per ` S�"-+ ?) with rx0x3116"plate washer Table R602.7(1&2) Q 4) � as per R403,1.fi - � 4) � Min.reinforcing o1 foundation,one#4 Bar Top and bottom of Footing,Lap Bars 15°Min. MIN(2)3500 LB strap-type Holdowns-Simpson STH)114 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ■ (� rl embedded Into concrete and V J nailed Into framing-4,935 LBS ea. OR simpson HDU4 w/ Min.Footing size under opening is 12'x 12".Turned (10)114°x 2-1/2"SDS Down Slab shall be permitted at door opening 4,565 allowable load ea. .1n � N METHOD PFH-PORTAL FRAME WITH HOLD-DOWNS-FIGURE R602.10.6.2CIS 6 . Q t w 2X P.T.LEDGER; MUST BE ONE SIZE TREATED WOOD = r/ CONTINUOUS FLASHING GREATER THAN DECK JOIST AND DECKING SECURE TO SIMPSON BSC (a C) I EXTENDED ND GREATER THAN THE DEPTH OF THE RIM JOIST ;TOP OF RIM JOIST WITH OMPOSITE RAILING rn ATTACH TO BAND JOIST WITH if2"DIA.HOT DIPPE! IDD THREADED NAILS OR I I ) v` �' Ff PAST JOIST HANGER SYSTEM.VINYL RAILING ! GALV LAG SCREWS PER TABLE R5D7.2 AND #10 X 3"WOOD SCREWS I I TOPAND BOTTOM RAIL ALL THRESHOLD CAREFULL PLACEMENT OF LAG SCREWS PER FIGURE R507.1 AT 6"OCC. AND COLUMN COVERAND POST TO HEADER CONNECTOR d ly x see Schedule on DWG-1 FLASHED&CAULKED TO I COMPOSITE DECKING t COLUMN CAP MEET RCNYS O t0 �I V Up of lag screw shall fully extend beyond i IL L i �- PREVENT WATER INTRUSION ATTACHED PER i FOR CODE SIMPSON ABU POST L (� the inside face of the band joist. MANUR SPECIFICATION 4"TREATED POSTTO CONCRETE BRACKET C I @ FRONT PORCH DECK SIDE COVER T MINIMUM GALV DECK HANGER X 4 TREATED POSTS SIMPSON LUS26 @ 2X6 r � � LAG BOLTED TO JOIST 2-1/2"GAl-VINIZED CARRIAGE BOLTS � SIMPSON LUS28 @ 2X8 I AS PER MANUFACTURES I DR SIMPSON SD STRUCTURAL ru_+ SIMPSON LUS28 @ 2X10• SPECIFICATIONS, r O 1/2"DIA GALV BOLTS W/ S'S GRADE CONNECTOR SCREW �- 2 x JOISTS I LOCK WASHERS. i ADHESIANCHOR NG HIGH-STRENGTH EPDXY ANCHORING ADHESIVE FOR N= O USE WITH THREADED ROD C �..{ �L/ W Z � W SIMPSON DTT1Z W/(6)SO#9 x 1-112"SCREWS 2x RIM JOIST ATTACHED WITH 1 Z MECHANICALANCHORS;SIMPSON O ` CD ALLOWABLE LOAD PER TIE:640 LBS (3)10D THREADED NAILS OR ! WEDGE-ALL WEDGE ANCHOR 9 O O S w OC NOT LESS THAN 4 LOCATIONS SPACED EQUALLY ! - (3)#10 X 3'WOOD SCREWS- COVERED FRONT PORCH FOOTING: AND TWO WITHIN 24'OF EACH END OF DECK 'co a 3" R5D7.6.2 SIMPSON H2.5 AT' 14"DIA TD VIRGIN SOIL "OR' BLOCKING EACH JOIST. FOOTINGS MUST (MIN 36'BELOW GRADE) � 0 w � BEAR ON REAR DECK,FOOTING 14'DIAMETER H I m SIMPSON DTT2Z W/(8)114"x 1-i12°SDS SCREWS OVER BEAM , SIMPSON BC O " :`UNDISTURBED BEAR FOOTING ON VIRGIN SOIL IS L~ .:y ALLOWABLE LOAD PER TIE:1,825 LBS i BETWEEN EACH POST GIRDER SOIL - 36"MIN,BELOW GRADE d O A NOT LESS THAN 2 LOCATIONS WITHIN 24" -CONNECTOR { MIN THREAD OF EACH END OF DECK: JOIST' PENTRATION MAXIMUM OVERHANG 24"' PT POST TO CONC. PIER& FOOTING 3/8"DIA.LAG SCREW PREDRILLED TO CENTER OF TOP PLATE,STUD CONNECTION Ctz� PORCHES&DECKS NTS OR HEADER SIMPSON ABU INSTALLED IN ACCORDANCE DRAWING NO. R5D7 EXTERIOR DECKS f WITH SIMPSON SPECIFICATIONS AND DRAWINGS. LEDGER BOARD ATTACHMENT TO BAND JOIST -I DECK/GIRDER&RAILING DETAIL FOOTING SIZE PER TABLE R6O7.3.I FOR DECKS WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS : NTS i -:,. i _ , , 2 O S 1 F HEE ri.. .i. SY" Z'i i` `x .i, ir7+. ,rr .fi •f e t - � •r. , 7 - , V C - • _ _ ,- r,' . . c 'nom , • .F 1 ' f Y ATE - . NERN® S E G 8403:3.2 Duct Sealin Mandato' Ducts;:air handlers and fifer.boxes shall 1. : All design.&construction in compliance and built'accordingly to the g ( ry) 2020 Energy:Conservation Consiltuction;Code of New York State. be sealed by an approved third.party(HERS Rater)using'the' . The authority,having jurisdiction shall be permitted to determine an Manual"J"-M,anuai,'"W&"D" submitted at Co. energy efficiencyprogram to exceed,'the-energy efficiency required by this code. . „ 8b. R403.3.3: (Mandatory) Duct testing_Ducts shall be pressure tested to determine r air leakage by an approved.third party (HERS Rater) using the All HVAC, Plumbing.&Electrical systems shall meet'the chapter 11 Energy „ „ „ „ „ efficiency, NYS mechanical code,2020 energy conservation construction code of NYS. manual J Manual , S & D submitted at CO. ' 2. 8401.3. A permanent-certificate Mandato shall 6e Com leted b the builder 9c. R403.3.5: Building cavities shall not be used as ducts or plenum. p (Mandatory) p y ARCHITECTURE and posted on a wall in the space,where the furnace is located 10. R403.4(Mandatory)Mechanical system piping insulation carrying 3. R402.1.2 Building thermal Envelope:meet the requirements of N1192.1.1'- N1102.1.5 fluids> 105 F degrees or< 55F degrees shall be insulated with-R-3 Minimum. . Building envelope'(prescriptive)per table N1102.1.2 insulation&Fen. by Component. 1.1. (R403.3.5)Building Cavities (Mandatory) + 4. R402.2. Specific Insulation requirements: (prescriptive)shall meet the requirements of Building framing cavities shall not be used as ducts or` plenum. sections N1102.2 through N1102.2.13 W 12. N1103.5.1 (R403.5.1) Heated water circulation and temperature maintenance systems (Mandatory) Z < 5. Installation-the components of the building thermal envelope shall be installed in, Heated water circulation systems shall be in accordance-with Section N1103.5.1.1. -D Heat trace temperature maintenances stems shall be in_accordance with Section N1103-6.1.2. o accordance with the criteria listed in table 402:4:1;2' or required by code offcial,` p y or an approved third party using manual "J","$" "D". a, Automatic controls,temperature sensors and pumps shall-be:accessible. CJ V s Manual controls shall be readily accessible. ` V G 6. R402.4.Air Leakage: (Mandatory)Air leakage in accordance with sections N1102.4 through N1102,4.5 `"" 13. N1103.6 (R403.6) Mechanical ventilation (Mandatory) ' - -' The building shall be provided with ventilation that compiles with the requirements of ■ - •' Section M1505 or other a roved means of ventilation: Outdoor air intakes and ` N O Air'-leakage'sh'all be tested and verified by"an approved HERS'rater as having an pP -air leakage rate'not to exceed three air Chari es er hour' i4 iivritie. rep'ort'of the i exhausts shall have automatic or gravity dampers that close__when the-ventilation system o O . 9 -.P is not operating. y N M test results shall be signed by the party'conducting'the test. 4111 Refer to N1102.4.1.2 for testing requirements. W .` o N II N1103.6:1 (8403,6.1)Whole-house mechanical ventilation system;faw fficacy -• ' " '`7.-'R402.4.2:'Fire laces shall have'ti`ht fititin darn ers o'r doors and 'outside` '= - Fans:used to provide whole-house mechanical ventilation sha1,L eet the efficacy requirements V'� -_ ; ,. .,.. . p g 9, ° P I: - oUT-able N4103:6:1. Exce tion: