Loading...
HomeMy WebLinkAbout48540-Z p��g�FFOt�-CpG Town of Southold 1/24/2024 P.O.Box 1179 ti 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44893 Date: 1/24/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 3400 Deep Hole Dr, Mattituck SCTM#: 473889 Sec/Block/Lot: 115.-17-11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/28/2022 pursuant to which Building Permit No. 48540 dated 11/30/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including front entryporch, rear deck and rear screened porch,to existing single family dwelling as applied for. The certificate is issued to Martorana,Nicole&Alworth,David of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48450 10/3/2023 PLUMBERS CERTIFICATION DATED 10/6/2023 R. Len big Heating ont. Aut ri d ig ature TOWN OF SOUTHOLD 4��gUFFo(,�coGy BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD,.NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48540 Date: 11/30/2022 Permission is hereby granted to: Martorana, Nicole 3400 Deep Hole Dr Mattituck, NY 11952 To: Construct additions and alterations to an existing single family dwelling as applied for per DEC non jurisdiction letter and Trustees approval. At premises located at: 3400 Deep Hole Dr, Mattituck SCTM #473889 Sec/Block/Lot# 115.-17-11 Pursuant to application dated 9/28/2022 and approved by the Building Inspector. To expire on 5131/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,274.80 CO-RESIDENTIAL $50.00 Total: $1,324.80 Building Inspector pF SO(/j�01 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q Jamesh(D-southoldtownny.gov Southold,NY 11971-0959 �IyCOUffm�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Nicole Martorana Address: 3400 Deep Hole Drive city:Mattituck st: New York zip: 11952 Building Permit#: 48540 Section: 115 Block: 17 Lot: 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Brothers Security LLC Electrician: Kenneth Saranier License No: ME-46887 SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 50 Ceiling Fixtures 6 Bath Exhaust Fan 4 Service 3 ph Hot Water gas GFCI Recpt 6 Wall Fixtures 14 Smoke Detectors 4 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 56 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt 1 Ceiling Fan 4 Combo Smoke/CO 3 Transfer Switch UC Lights Dryer Recpt 1 Emergency Strobe Heat Detectors Disconnect 1 Switches 4$ 4'LED Exit Fixtures Sump Pump 1 Other Equipment: 1 fridge, 1 oven, 1 dishwasher,1 hood, 1 washer, 1 dryer, 200amp panel 40 space 35 used Notes: HOUSE RENOVATION Inspector Signature: L Date: October 3, 2023 3400 deep hole drive f,rrf of SOUIy Totes Hall Annex Tcleplione(631)765-1802 54375 Main Road � � � _ Fail(631-)765-9502 P.O.Box 1179 Q Southold,NY 11971-0959 �yCOUN1V, Off BUILDING DEPARTMENT TOWN OF SOUTHOLD s, CERTIFICATION Date: Building Permit No. J G 9 Owner. I I 1 ff�o rarx 01 ------ (Please print) Plumber: - L V Q4 -CoA1 rKf orj lease prin I certify that the solder used in the water supply system contains less than 2/10 of I"/-, lead. (Plumbers Signature) Sworn to before me this (o day of -P� , 20 23 A "29� Notary Public, S��v� County PATRICIA A. LEWAWOWSKI NOTARY PUBLIC,STATE OF NEW YORK Registration No.01 LE4906831 Qualified in Suffolk County Commission Expires October 6,20� F V�qo �aOF SOUTyO - * # TOWN OF SOUTHOLD BUILDING DEPT. 631.765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PL13G. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: elo�wc�- ece) a OyAi DATE INSPECTOR oF souryolo qa � 7 41e * # TOWN OF SOUTHOLD BUILDING PT. fn c E�in� �0 • �O `ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: -SENT DATE Z INSPECTOR OF SOUly�lo c6 # # TOWN OF SOUTHOLD BUILDING D PT. `yCO 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: N rimlyll 1 �le 4 cJ'- C le f2194 rao/pl r-;L�UeA-L- I .14 D1® e0 (� e/' _ A 01 0 m, r Q P DATE I �� INSPECTOR a0FS0UTy �� soo # TOWN OF SOUTHOLD BUILDING DEPT. `ycOUMV��'' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ry VLt S �e-ot 440 Q(X kqQ In-e-As ' oFL ao4er4l'aP7 DATE 16 52 - vP-3 INSPECTOR ho��pFSOUTy�� .TOWN OF SOUTHOLD BUILDING DEPT. courm, 631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO GH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION II [ ] PRE C/O [ ] RENTAL REMARKS: I ome (00 A per, 6� DATE 0 1p L F I S z [HE `TT1 iE IV G i Ns E E R:UN I� q APR 19 .023 8uILI)sNU DEPT � TOWN OFSOUTHOLD April 3, 2023 3400 Deep Hole Drive BP# 48540 Building Inspector Town of Southold Main Road Southold,NY 11971 Dear Sir, On March 31, 2023 the above referenced home had the plumbing supply and waste lines pressurized.I inspected those lines and found no leaks. I certify to the best of my knowledge that the plumbing has been constructed in accordance with New York State Building Codes. pg NE1yy �OFESSIO BOARD CERTIFIED IN STRUCTURAL ENGINEERING .JOSEPH@FISCHETTI.COM FISCHETTIENGINEERING.COM 63 1 -765-2954 1 725 H O B A R T ROAD S O U T H O L D , N E w Y O R K 1 1 97 1 JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck,NY 11952 (631) 774 7355 Date: May 12, 2023 To: Southold Town Building Dept. Re: Insulation Inspection Permit#48540 Martorana 3400 Deep Hole Dr. Mattituck,NY 11952 To Whom It May Concern: This letter certifies that an Insulation inspection was performed on the above mentioned Addition and All Spry Foam Insulation Batt insulation was installed as per plans and meet all State and Local Building Codes. questions feel free to call. Si erely, F NEW y 0EERk O�� J e Deerkoski P.E. � � w r ain, L11 c� .5� PROFE y A � +o 4 {{ t) 1 -a f t i � e M -1 � i , t r - r I i� t' a r 4 .,fir t i P, i _ _ .. ',�M� "'1'•. � ��� .mac. '♦'! 1 '.`. r.v y' .off 5 \.,,� ,.... .�•},w � '1 . . '"�M1 •� � �.-_ S t A. IF, to � wr.n "� ♦ h J ll 1, T ♦ AirOL es mmum i' .c. ;f wY`:l �� r 1 J(:•�6T"�IC{4'. _* �y'. /rr�,�, S.ta�'S �r c r Z�'-1j33. ^�e1r' "- : i x. `A 1y� R R N 14r c �lrfy. y T 3. WE - 1 r "K s >- ti. ,•t „- 7 '.f�`�`r,i�� �����' �� �� tit •..•� _1��4 wo / X 1 �Oil' At tic 41. ems`. p F S� w A r yy M r 1 IL S!�1 R -1 r. lilt s 7BUILDIW 1 ++ PERMIT `lrt\ - C - r z A 1 A+Y iII 1 �Z Y r c ' • r �Y -1�T rr►. r �'w �7i � .�� �,•c 1. t.�,e •y� 1 how Al. i 1 iw..r r . � F �� .. _ �� . .� .� � . :� -� : ♦A At ,ems f � r .,c 4 • x • � t 41 f� L I 9 *, a_ .. ' f.1R °' } ...._.y .... "' ��.. [1 ;, a �` . � y. µ S T ._ } �'t _, .� ,�' �� �. 1 e .� ��" y�1 .i t 1a .. '.i- # .�. 1 ] _� � i,� v .i R:y �i I� ^S� It �� '�.� � i :�.� ..;�:. `�. �` ' y,+: i� r , � �_. s 71 +n T r � ,(t 4- r 7. A :.k.�. a V . �� � �y. rd. >t' �: t } {.� >� •� fir'-� �- �� ;r :a ,�,_ 1, ^! �. f .�__,_ R � `�<r r :fir,: -wj , t - Y� ,,.� �, , Ay '� `t _�.� ��� 1 \ 1 �h 1�t.: �a 4.fi-. .� "'� 1.. �-��: �r1 j r J 7 ��_ �11.r^•_,... ►'r4 r % F . � s . _ � t � .I' ��rv,a S �SLr:L :��w -' ;' � � '�' �. R -�'?� % ... -'tit.. * �� �... � r 7 S ,x ... ...... � f i�� ,c,.•,�,.k..i� j ,�' .� •� s"��d[II .r �� d � t}�n�N.. ,rig-� �. r r, + r t `. 1 ` ,� ♦ �Y.`. `��.. _ �� . �, - 'max k q.7", 4 !?� _ ,: '� .. �. -. r ��.�t ��. �, �,, .. ._ r ., � � ,., TM, A �� �� A •.. v. � .W," Y s §_ Y �S �, * .. ,� �� a, K e'r, • N J *�N.--. .� . ✓���, M�r•� .`- _. � •,-:w �,=. v � � 4'w r � f17, = ' 6 � a i 7'y 3i a _ , A y - t - ,.r � a• il � fa ,d't;rw,r t •..f�u ��,�� 1 a Y, y + X,. i . r ryiw j• #� x�1� �. t ,JS.PECTION REPORT DATE COMMENTS FOUNDATION (1ST) O � --------------------------------------- FOUNDATION (2ND) t� � Y�1 14 IVY vr1, Q z Q Qm �ni �t S ✓ �� o -� o 1�✓G�1'S . � y ROUGH FRAMING& a PLUMBING r INSULATION PER N.Y. STATE ENERGY CODE b orl� oil .` w FINAL ADDITIONAL COMMENTS QQ� 2 0 e c. 1 SS.oc. R4 c� /o(f ZI 76 0 H W2 / z a � O zzlt w � � o . z x x d b S�fFdi � TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 7 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gio_v Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only RQ L� PERMIT NO. �(J � Building Inspector: SEP 2 8 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an E' ICU, Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name:David Alworth & Nicole Martorana SCTM# 1000-115.-17-11 Project Address:3400 Deep Hole Road, Mattituck, NY I 1 S 2 Phone#:(631) 807-4549 Email:NJMartorana@G mail.Com Mailing Address:3400 Deep Hole Road, Mattituck, NY CONTACT PERSON: Name:Eric Chasteen Mailing Address:73 Lake Avenue, Saint James, NY Phone#: 631 584-7844 Email:Eric@ GecContracting,lnc.Com DESIGN PROFESSIONAL INFORMATION: Name: Joseph Fischetti Mailing Address:1725 Hobart Road, Southold, NY 11971 Phone#: (516)-848-6764 Email: wingman@optonline.net CONTRACTOR INFORMATION: Name:GEC Contracting Inc. Mailing Address:73 Lake Avenue, Saint James, NY Phone#:(631) 584-7844 FFmall�Rachel@GecContractinglnc.Com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $307,843.31 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No 1 ' PROPERTY INFORMATION Existing use of property:ReSidencial Intended use of property: ReSidencial 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. 8 'th6ck B'OX After R'ea`ding: 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):G EC Contracting Inc. BAuthorized Agent El Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF eSyXo\\L ) , "L,m6w 0)i-CA-T ra Qa&: 0eing duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the con -s-T, <,— (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 20011�day of 5211 2022. ,"- LLM4 &f �— Notary Public RACHE►,L.MOSELEY PROPERTY OWNER AUTHORIZATI®I�oTARYp N0.01STATEAf0628i05 NEW�'ORK NOOl1 (Where the applicant is not the owner) Qualified in Suffolk County Expires 5/13/20 2;�> Nicole Martorana 3400 Deep Hole Drive, New York, NY 11952 I, residing at GEC Contracting Inc. do hereby authorize to apply on my be If to he To n So ut Id Building Department for approval as described herein. ' 9/20/22 Ikiwner's Signature Date Nicole Martorara Print Owner's Name 2 - ,-e•�-vy.�, ° '�;. -,.r.Y*Fr= .'-. .�, s,'- - c ta..y..�v°••'c �,.. :e•e.;o tS S5gcy, ;i'':;ii� /°4 ".•'.:iC 4•• �a..`� y«irf•9 °��,>� ,{y 1 " '• •'' <'`!� �i �qoo`! \ `a�(ff 1°'m_ti� .r `���r1_. �i ��. � �= ,.�•,""��' �� _ ,.�`. ;.<. _ ate; ,�• .• �. .:....`- :��,.. :k .�°•��� �,�,• +m :LnSmL•:r.{:yB'1l"�"7:93Sw''T.IY`'�'��v:iJil�7ty'u �"�.�ItiT'aY:�::t;�S°J'�PL'�..''qG�:`L:uis^.[!9!Qt'n8:nsi'!i'_"'.�!"J'�`L*n7!�3�':A!AS"isl.Jli,�1RLrtir17^.L1�'k'LL.43£Z7L�_�2�:M1�'�JL`^Jsf:'s�JFL•�=�', • BOARD OF SOUTHOLD TOWN TRUSTEES ' , SOUTHOLD NEW YORK _::�- PERMIT NO. 10221 DATE: SEPTEMBER 14,2022 rw c t1 ISSUED TO: NICOLE MARTORANA&DAVID ALWORTH I PROPERTY ADDRESS: 3400 DEEP HOLE DRIVE,MATTITUCKar" ' SCTM#1000-115-17-11 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on September 14 2022, PP and in consideration of application fee in the sum of$250.00 paid by Nicole Martorana& David Alworth and . r\ subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees d" s authorizes and permits the following: Wetland Permit to make alterations to the existing two story dwelling consisting of constructing a 9'x14' screened porch addition with 4'x3' steps in place of existing first floor door, basement/bilco door,and stoop/steps to be removed; construct a 7.1'x14.5'wood deck with -V 3'x4' steps in place of existing 7.1'xS'wood deck and steps to be removed; construct a 4'x6' ! front entry porch with steps in place of existing porch and steps to be removed; construct a 4'x4' side entry porch with steps; construct two 4'x5' basement egress window wells; construct 4.. a 10'x14' expansion of the existing second floor over and within the footprint of the existing k. first story(no increase in bedrooms); install drywell; and to establish and perpetually maintain a 10'wide,approximately 990sq.ft.non-turf buffer(including approximately 420sq.ft. of ti w, existing lawn) adjacent to existing covenanted non-disturbance buffer; and as depicted on the survey prepared by Kenneth M.Wo chuk Land Surveying,PLLC, last dated July 28,2022, ` . y ���J'• and stamped approved on September 14,2022. T IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these presents to be subscribed by a majority of the said Board as of the day and year first above written. ice i P ,� • 0� 7 {'� ,jam�.15"3",Cou53LY:!X4..!Y.'L.36u.TC�3F.i.Y'!u+LnT"T,.�iSY/,D'.�;u'iYi+SriR!.;1fAASSiiS14�i;�fS�J;..:.�li,Tfi�,it'L`�S:Po uCiaG&','].+1�Sntf>Tix�.lilLSitLlf�iS57JL'.".>.,"t�&^So7�'.�iS:g.�\!"Vt��:vn:ll!nSS�t�',ariui4a:JlAiirau7t-.b'tC�Y>YO'At5]�l e' �ef,� •�ti,�aat�11°;5;}" _ e° h,�;:r" N �`%P.....• +e4`�'0.P 1".�a.A.SoiJ,�.+.�°' t S °o:..l.�•'' - i tiy9� :r.'^. _ _.3..'.. _ . i Glenn GoldsmAh,President �a� Uf�i y' Town Hall AAnek $75'Route-25 A.Nicliolas'Krupski.Vico:Presiilent 0.Box 1179 Erac.Sepenoski ' �' �Q Southold,New Yark 11971 Liz.Giilooly r,►s ,'l`eleplione_(631)766=1892 Y Elizabeth Peeples © • b _., ;;~; > �_ t },..� :: 631 "166=6641 :]BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE:OF COMPLIANCE 0ctaber 15,2023' THIS CERTIFIES'that-the alterations to the existing two story.dwellin2 consisting'.of constructinu a 9'x l4'screened porch addition with,4'x3' steps in pllace.of existing,_first floor door,basement/bilco door, and stoop/steps to°be>removed:construct.a 7.1'xl4:5''wood'deck With 3'x4'..:steps in place of existing. 7'1`'x8'wood deck and steps to be removed,construct a 4'x6'front entry porch with.steps:in place`af existin" rch and steps to�be removed•construct a 4'x4',sid,en orch`with ste s�constnict.two 4'x5' 8 Fo P. u'X_A basement-eeress window wells•construct a 1 O'x14'expansion of the existing:second floor over and within the footprint of the existing first sto ry(no increase in bedroon►s): install d ell:and.to`establish and perpetually maintain a 10'wide approximate 590sg ft non=turf buffer(including approximately 420sa ft ofexistin lg awnj adjacent to existiii covenanted non-disturbance buffer;- At 3400 Deep Hole Drive,Mattituck, Suffolk County Tax Map#1060-11547-11 Conforms to.the application,for a Trustees:Permit heretofore filed in this office Dated Aug!st 3,2022 pursuant to which Trastees•Weilaud.Permit#10221 Dated . Setiteniber 14;2022 was,issued and cobforms'to Wthe requirements`and.conditions of the appt ct ile*vis ong`of lhw. .... ..._. The project.for whichAhis:certifieate,is being issued is for alterations to:the existing_two story dwelling consisting of constructing;a Tx14'screened porch addition with 4'0' steps:in place of existing first floor door,basement/bilco door and stoop/steps to be removed:construct:a 7:T'x1.4.5.'.wood deck with 3'x4' steps in olace of existin&J 1'x8'wood deck,and steps-to be.removed:constructa.4'x6''front entry porch with steps in place of existing porch and steps to be removed•construct a 4'x4' side entry porch-with steps:coiistructtwo 4'x5'basement egress window:wells•construct a 10'AV Mpansion'ofthe existing second floor over'and within the footprint of the existing first story(no increase in bedrooms):install: drvwell•and to establisfi and Mqe tually maintain a 14'wide,approximately 990sa:ft.non`-turf-buffer l r cry ludinganproxirnatel 42&s A •of existing;lawn)adiacent to existing covenanted.non-disturbance buffer. The certificate is issued.to NicolA-4artotana& .,javidAlwo trth owneriqflthe aforesaid property. Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY @ Stony Brook,50 circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 www.dec.ny.gov LETTER OF NO JURISDICTION -TIDAL WETLANDS ACT September 141h, 2022 Nicole Martorana& David Alworth 3400 Deep'Hole Dr Mattituck, NY 11952 Re: Application#1-4738-04628/00002 Martorana Property-3400 Deep Hole Dr, Mattituck, NY 11952 SCTM #1000-115-17-11 To Whom It May Concern: Based on the information you submitted the Department of Environmental Conservation has determined that the portion of the property located landward of the 10-foot(MSL) elevation contour on a gradual, natural slope, as shown on the site survey prepared by Kenneth W. Woychuk Land Surveying, last revised 7/19/2022, is beyond Tidal Wetlands Act (Article 25) jurisdiction. Therefore, no permit is required for work landward of this tidal wetlands jurisdictional boundary. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15'wide construction area) or erecting a temporary fence, barrier, or hale bay berm. This-letter shall remain valid unless site conditions change. Please note that.this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sin rely, , lsf,, Sherri Archer Permit Administrator das cc: En-Consultants BMHP/File {'"%w On�t Department of 2 r.�nreui Environmental orr�nruunr Conservation BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD o Town Hall Annex - 54375 Main Road - PO Box 1179 v Southold, New York 11971-0959 yi1►� a0�' Telephone (631) 765-1802 - FAX (631) 765-9502 1 ' rogerr(c�southoldtownnv.gov— seand0southoldtownnv.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 4/6/2023 Company Name: Brothers Security LLC Electrician's Name: Kenneth Saranier License No.: ME-46887 Elec. email: kens.gec@gmail.com Elec. Phone No: 516-220-8770 ❑✓ I request an email copy of Certificate of Compliance Elec. Address.: 73 Lake Ave, Saint James, NY 11780 JOB SITE INFORMATION (All Information Required) Name: Nicole Martorana Address: 3400 Deep Hole Drive, Mattituck, NY 11952 Cross Street: New Suffolk Ave Phone No.: 516-220-8770 Bldg.Permit#: 48540 email: kens.gec@gmail.com Tax Map District: 1000 Section: 115 Block: 17 Lot: 11 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): renovation of house, electric service already existing Square Footage: 2400 Circle All That Apply: Is job ready for inspection?: YES NO [ Rough In Final Do you need a Temp Certificate?: YES 0✓ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New ServicCFire ReconnectE]Flood ReconnectElService ReconnectOUnderground MOverhead # Underground Laterals 1 2 H Frame D Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Z3 --!--)at aL 1,8s V-1-0- c* /014211 46P fit- 4g540 BUILDING DEPARTMENT-Electrical'lnspector TOWN OF SOUTHOLD z Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802- FAX (631) 765-9502 rogerr@southoldtownny.gov — seand cOsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 4/6/2023 Company Name: Brothers Security LLC Electrician's Name: Kenneth Saranier License No.: ME-46887 Elec. email: kens.gec@gmail.com Elec. Phone No: 516-220-8770 M I request an email copy of Certificate of Compliance Elec. Address.: 73 Lake Ave, Saint James, NY 11780 JOB SITE INFORMATION (AII Information Required) Name: Nicole Martorana Address: 3400 Deep Hole Drive, Mattituck, NY 11952 Cross Street: New Suffolk Ave Phone No.: 516-220-8770 Bldg.Permit#: 48540 email: kens.gec@gmaii.com Tax Map District: 1000 Section: 115 Block: 17 Lot: 11 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): renovation of house, electric service already existing Square Footage: 2400 Circle All That Apply: Is job ready for inspection?: ✓1 YES ❑ NO F,(]Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES 0✓ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect[]Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame M Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 1411Z'J _:PcN ak i I`t s re c /042-1 1 bp * ts, 4 0 PERMIT N Address: Switches Outlets GFI's Surface, Sconces 9 11 l � - H H's J I UC Lts Fans M� Fridge HW Exhaust I ' Oven W/D ('V Smokes DW I. Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood ` Service Amps Have Used special: :0mments ��� SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Health Services • Reference Number �/ S&-/06 APPLICATION FOR APPROVAL TO CONSTRUCT A PRIVATE SEWAGE ,DISPOS�. SYSTEM AND A WATER SUPPLY t 'l x� �a . a 7 7_ /y zta 1 . Appl i canes! a Phoneme 'li- -;45;7 7 5. Subdi v. AddressZ t ad 6. Section 2. Property Location a n v i, 7. Lot Number od 8. Private Well i I I age Township 9. Public Water 3. Public Water Company Name Diitance to main 4. Lot size: Widthf�o.,o�r'feet LengthjQj d feet 10. Sewage Disposal System: I!b S (For Health Services Dept. Use A. 900-gallon septic tank: Precast Equivalent Block B. Leaching pools: ' ;N.ymber of pool s �V Preca.;t �Bl ock Special 11 . If private well , fill in the fol- lowing blanks: 1 "� A. Tank capacity_gallons B. Pump G.P.M. C. Total well depth S V - r D. Depth to ground water__ E. Amount of water in well The undersigned CERTIFIES: "Construction of authorized installations will be in accordance with the Suffolk County Department of Health Services' current standards thereto." This application will be valid for one year from the date of approval indicated below and may be renewed if a current local Building Department Permit is in effect.' Date k�� ?�r Signed eLA G) G� FOR THE DEPARTMENT OF HEALTH SERVICES' USE ONLY. Based on the information presented here- with, it is the opinion of the Department of Health Services that an adequate and satis- factory Sewage Dis and Water Supply can s a1led on this to APPROVAL DATE SIGNED S-15 Rev. 4/1/73 I I 1 S.C.T.M.NO. DISTRICT: 1000 SECTION:115 BLOCK: 17 LOT(S):I I I I D ECEIVE I I D "` NEW SUFFOLK AVE _ I I AUG 3 204 D I I .� 1L I a I i omtl MTmstea I o3 L o I --I I I LAND N/F OF q I i I FRANK MARTORANA w • I I I L_ I I PROPOSED _ PROPOSED f0'x14r--- J---_J RY DWELL 2ND FLOOR EXPANSION PROPOSED' 8'W x 6'H S 79 OVER FOOTPRINT OF 4'W x 3'L STEPS 00 p �O"_C EXIST. FIRST STORY PROP. EX• BILCO TBR fE x6' GR EDGE WINDOW EL 10.0 ASPHALT DRIVEWAY X5 WOONC/STONE r PRO PO ED L6 W 4x4$ 10.2 / 0 1 118,74, U.P. o� RCH 10 •r I MOIy, ' 4 2 PROPOSED W.M -W '- W/ EL ,' , -W -•• / B SCREEN PORCH °p '-W-.. :.•is I ` I �`: y `>�xxZ." 126 SF o x 'xx�� x EX. DOOR AND WOOD .: a��.�isit• ti, Y x ^ p 41.6' :'::':i':i'i(�ii$i.ni BILCO I <^ :41' I o ,� STOOP TBR '�I I O PROPOSED :::::.::' .: x�rs o' xx� '" 4.5'x3.9' 4x6 T.,.. :2 Sjl;•:::.:�:� T +,�y xxx„ �Th� O MAINTAIN OPEN PORCH �;,,D "' 1H / WELLING::•::•: I +++yy xxxM x x'�xx% " 4k. WIDE(MAX)) W W/STEPS M:::• +++++ : / PATH TO DOCk / pu3400::::::: WDOD IqD, +++ 'F 12.9::::•:: STOOP I + x d.xxxx' EXIST. x I ti ►� °' TBR P .::.N t- 14j ++ CA tig :•:4:•:....:( .. o * * x x x x TWA K + "mot 29.7' '•::�24.2'•::•::::•:•'30 � ++ / k r, w ++++ xx PROP. .•• +++ x x EGRESS E .y + x xx�.xx APPROX. 420 SF OF WINDOW WELL / ++ + xx 4 x% ' 1 EXISTING LAWN To BE / CONVERTED TO NON-TURF BUFFER A W 4'X5' / PROJECT LIMITING ++ xxjxx E SILT FENCE/ 'r / *+++•x xxx. 1 EX. WOOD STEPS TBR LIMIT OF SITE / +++ x'xxx xxx 5'x4' E/ DISTURBANCE / / +++ ` PROPOSED 7.1X74.5' y / } i�10 x x rxxxx I WOOD DECK-103 SF N EX. WOOD DECK TBR o '°r7• ,6',,��1 / 'J� x�j'xx T 7.1'x 8'- 57 SF To'xAa x PROPOSED WOOD STEPS .. -ELE� -�-� T1'(`��� '`(tn�' o / t$ 2 i y2 r x•xx I 3'Wx4'L �j�i MO - IIG ND �v .-:gx�xx O q CL 8.9 N. ---gam // ob xxIx xx xx xx.x.x.xx o N79000'0p„W // N;Mx ,xxMx % A x I TOWN OF SOUTHOLD I 103.41, 6 " .x 4.x..xx LOT COVERAGE LAND N/F OF (ULPAND AREA 10,494 S.F.) TIDAL WETLAND BOUNDARY EXISTING COVERAGE HENRY S HUECKER AS DELINEATED BY HOUSE., 885 S.F. IRREVOCABLE TRUST LIMIT OF PROPOSED EN-CONSULTANTS REAR DECK: 57 S.F. 10ft. WIDE NON-TURF / 11-01-21 BUFFER 942 S.F. or 8.98% //�� 'PROPOSED COVERAGE / I HOUSE: 885 S.F. IF LIMIT OF COVENANTED PROP. SCREENED PORCH: 126 S.F. / \\-7 NON-DISTURBANCE BUFFER PROP. REAR DECK: 103 S.F. / / LIBER 12980 PG.166 EXIST. REAR DECK. -57 S.F. (TO BE REMOVED) / 1114 S.F. or 10.619 REVISED 07-28-22 / REVISED 07-19-22 FEMA MAP#36103CO482H 9/25/2009 i THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS UPLAND AREA: 10,494 S.F. or 0.24 ACRES AND OR DATA OBTAINED FROM OTHERS A13EA:11,107.75 SQ.FT. or 0.25 ACRES ELEVA77ON DATUM: NAVD88 UNAUTHORIZED AL 7ERA RON OR ADD17ION TO THIS SURVEY IS A NOLA77ON OF S£C770N 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO.THE PERSON FOR WHOM THE SURVEY 1S PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY ENDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF..DESCRIBED PROPERTY CERTIFIED T0: NICOLE MARTORANA; ' MAP OF: DAVID ALWORTH' FILED: SITUATED AT:'MATTITUCK TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 163 Aquebogue, New York 11931 PHONE (631)298-1588 FAX(631)298-1588 FILE tR 221—179 SCALE:1"=20' DATE DEC. 20. 2021 N.Y.S. LISC. N0. 050882 and tdW g the ra u&of Robert 1.Hemaee 7 8 El—th!L WT yehak I I I S.C.T.M. NO. DISTRICT: 1000 SECTION: 115 BLOCK: 17 LOT(S):11 I I I I I I I I I I I I NEW SUFFOLK AVE I I I I I Y I U I—--I I I I I I LAND N/F OF I I I FRANK MARTORANA I I I I I I o I I I 1 L--_ I I PROPOSED `r PROPOSED 10'x14' ---- -- DRYWELL 2ND FLOOR EXPANSION PROPOSED ] 8'W x 6'H S 7Sio�r OVER FOOTPRINT OF 4'W x 3'L STEPS 0011E EXIST. FIRST STORY PROP EX. BILCO TBR V RG EGRESS 4'x6' REfN HfOG WINDOW WELL / EL 70.0 ASPHALT ORNEWgy X5 CAONIC�y/STONE PRO% �O ,7¢r 0$ED EL 10.2 / o Ij I 118 U.P. 0_ RCH 10 `r I N 4 2 / PROPOSED W.M _W - -W- W/ST L 9✓� /x 8 ,' "; " 9'X14' _W_ i I 1 I ,�%" " "' ". / SCREEN PORCH �t I "" "" 126 SF 1/ EX. DOOR AND WOOD 41.6' ;�BILCO c^ '41 N I o STOOP TOR S PROPOSED I I o " " i^ 4.5'x3.9' — 4'x6' 2 g T I ` " MAINTAIN OPEN PORCH / e DWELLING" IIi� ++. """Ix . .""' "" I_� 'r Oft WIDE(MAX) i W/STEPS / "� #3400 WOO I7 +++++ I PATH TO DOCK FFL 12.9 STOOP ,1{14p, i :..+ ""'�fIf ry9 Icy a \ I STOOP 14j +++ +h l ry°� �• 1�Lt TBR N -r + + Cq>ti1'A K f� p Ww 2' ". w PROP. +++ " " EGRESS E + " ""�."" 11 APPROX. LAW SF OF ^ WINDOW WEL� / ++ + EXISTING LAWN TO BE W / ""4'""�S"" 1 CONVERTED TO NON—TURF BUFFER 4'X5' PROJECT LIMITING +++ E SILT FENCE/ / ++++ " y_;."" I EX. WOOD STEPS TOR 0 / LIMIT OF SITE +++ " "" ""kk 5'x4' N /E DISTURBANCE J�p¢� ++++ "" "" " I PROPOSED 7.1X14.5' " I WOOD DECK-103 SFco N o� `q / �E / ��"x�"" "" 3 EX. WOOD DECK TOR E a �, Oti0 3 / x/�" " "" 2 7.1' x B' - 57 SF " PROPOSED WOOD STEPS ELEC. �—� //� o =r"" I r 3'Wx4'L - - INGR ND i�, / MO LP GAS �' / " .Y"" I O N. _ �x p N 7go / q �' ;"�"; / �rr / h TOWN OF SOUTHOLD I 103,41r 6 � x"X"x""" I ~ LOT COVERAGE LAND N/F OF' ' (ULPAND AREA 10,494 S.F.) TIDAL WETLAND BOUNDARY EXISTING COVERAGE HENRY S HUECKER I AS DELINEATED BY HOUSE: 885 S.F. IRREVOCABLE TRUST LIMIT OF PROPOSED EN—CONSULTANTS REAR DECK: 57 S.F. IOft. WIDE NON-TURF / 11-01-21 BUFFER 942 S.F. or 8.98% PROPOSED COVERAGE HOUSE: B85 S.F. / LIMIT OF COVENANTED PROP. SCREENED PORCH: 126 S.F. / \\'7 NON-DISTURBANCE BUFFER PROP. REAR DECK: 103 S.F. / / LIBER 12980 PG.166 EXIST. REAR DECK: -57 S.F. (TO BE REMOVED) O / 1114 S.F. or 10.61% / O / j REVISED 07-28-22 / REVISED 07-19-22 FEMA MAP#36103CO482H 9/25/2009 \ % THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVA 77ONS UPLAND AREA: 10,494 S.F. or 0.24 ACRES AND OR DATA OBTAINED FROM OTHERS. AREA:11,107.75 SQ.FT. or 0.25 ACRES ELEVATION DATUM: NAVD88---------__ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE ARE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF:DESCRIBED PROPERTY OF N@k, CERTIFIED TO:NICOLE MARTORANA; MAP OF: � o N M. W- )0 DAVID ALWORTH; FILED: C2 2� C, v, x Y siruATEO Ar:MATTITUCK � 19 TOWN oF:SOUTHOLD �� 10 KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK 4s 050e62 J Professional Land Surveying and Design 9 P.O. Box 153 Aquebogue, New York 11931 FILE PHONE (631)298-1588 FAX (031) 298-1588 221-179 SCALE: 1"-20' DATE: DEC. 20. 2021 N.Y.S. LISC. NO. 05OB82 maintaining the recorde of Robert J.Hennessy&Kenneth M.Woychuk I I I S.C.T.M. NO. DISTRICT: 1000 SECTION: 115 BLOCK: 17 LOT(S): 11 I I I I I I I L_, II I I I I I I NEW SUFFOLK AVE I I I I I I � I U I O L� � I r—_j I I I I I I I I LAND N/F OF I I I FRANK MARTORANA I I I I I I o I I I PROPOSED ] `r PROPOSED 10'x 14' _———— J-—__J DRYWELL S 79 r 2OVER ND LFFOOTPRINTOOR NSOF 4'W RxO 31 SION TEPS 8'W x 6'H o��00 rr E EXIST. FIRST STORY PROP. EX. BILCO TBR EV E EGRESS 4'x6'RGREEN HEpGE WINDOW WELL I / EL 10.0 Asp LT DRIVEWAY X5 CONC/STONE WALL6 r I U.P. PROPOSED EL 10.2 o IMO / 118.741 4'x4 ORCH 1 � � � N 4 2 PROPOSED W.M W _W_ EL_W/STE 9.8 /'f 8 x x x xrx x x 9'X 14' -W / ' 1 I Z x x x x x SCREEN PORCH b� o0 rrrr x x x �xx�gxx / 126 SF r�.r..r..rrr x x /x x g;x x / EX. DOOR AND WOOD Ir'rii'rirri ti: M x W x p 41.6' .. . rrrrrrr�r. BI O 41 ; x / O '� STOOP TBR .. rrrrr.rrr.r O PROPOSED r.,r„ LC Corr, x x 2^ 4.5'x3.9' ~ 4x6 .. 2... TT + t xx x xxx< xx �,'':DWELLING STY':. : : <y ?W O MAINTAIN OPEN PORCH DW r r!I r +++ .2� / �. ELLING x x x xrx x x x x x x x x x '� Oft. WIDE(MAX) W/STEPS / #3400 :: ; :: WOOD 140 I ++++ + x xxxx x x / PATH TO DOCK ...FFL 12,9 ..... STOOP I rrr + x xxxx xxx ® EXIST. ......... _ rrrrr r . x xxxLo P•7,� a STOOP N t- 1 t� TBR c� 0_ 1 + + x x x CA TWA K WY p p 41' ++ + x x xxx + xU 0 0 7 + +++ x x x o PROP. + ++ x x x x x W EGRESS E � � ++ `x xxx x x� x x } APPROX. 420 SF OF EXISTING LAWN TO BE p� WINDOW WELL / + + + X x 4 x x x x x x } CONVERTED TO NON-TURF BUFFER �t !� 4'X5' / PROJECT LIMITING �� + + ++ x x x E SILT FENCE/ �' / + + ++ x x x x x x x x x x EX. WOOD STEPS TBR O / LIMIT OF SITE ♦� ++ + ' xxx ' x xxxx 5'x4' E DISTURBANCE / �FL� + ++ + x xx x xxxxxx xx I PROPOSED 7.1'X14.5' o� ��� / �� �:Xx xX Xxx, XxX, I WOOD DECK-103 SF ai 4 1 �0 �� e x x x x x EX. WOOD DECK TBR I, E d o /i�E� ti� z xx `� xxx xxx Z 7.1' x 8' - 57 SF �.• �0�9�9 F���� g / o lm`x'l�<x�`X xxx r PROPOSED WOOD STEPS. Z ELEC. � N� / /. o / o = /x��, X: 3'Wx4'L M 7��y.—— /PGRGOSND c� J VXx x%xXxxxX O CL 8.9 MOH _ / z `: x x x x x 1 ,� 8' _ Q xxxx�xxxxxxxx / �J O lu x x x x x x / xxxx/xxxx xxxx / N79000r z xxxxxxxxxxx V I r` ' oo � x x R x x / ^' w Nxxxxxxxxxx / CID TOWN OF SOUTHOLD I 103.41 r 6 o x x x x 1 LOT COVERAGE LAND N/F OF x x xxxxxx (ULPAND AREA 10,494 S.F.) I HENRYS HUECKER TIDAL WETLAND BOUNDARY EXISTING COVERAGE AS DELINEATED BY HOUSE: 885 S.F. IRREVOCABLE TRUST LIMIT OF PROPOSED EN-CONSULTANTS REAR DECK: 57 S.F. BUFFER WIDE NON-TURF / 1 1-01-21 BUFFER 942 S.F. or 8.98% PROPOSED COVERAGE / \ HOUSE: 885 S.F. / LIMIT OF COVENANTED / PROP. SCREENED PORCH: 126 S.F. / NON-DISTURBANCE BUFFER PROP. REAR DECK: 103 S.F. / / LIBER 12980 PG.166 EXIST. REAR DECK: -57 S.F. (TO BE REMOVED) // / 1114 S.F, or 10.61% v / / O / REVISED 07-28-22 / REVISED 07-19-22 FEMA MAP#36103CO482H 9/25/2009 // THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS UPLAND AREA: 10,494 S.F. or 0.24 ACRES AND OR DATA OBTAINED FROM OTHERS. AREA: 11,107.75 SQ.FT. or 0.25 ACRES ELEVATION DATUM. NAVD88 -------------------- UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF:DESCRIBED PROPERTY of NEI, CERTIFIED TO: NICOLE MARTORANA; MAP OF: yP�N M. �,00 DAVID ALWORTH; FILED: SITUATED AT:MATTITUCK O TOWN OF:SOUTHOLD �� b- KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK 20 oso8s2 �JQ, Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE # 221-179 SCALE: 1"-20' DATE: DEC. 20. 2021 PHONE (631)298-1588 FAX (631) 298-1588 N. Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk DATE(MWDD/YYYY) A�o® CERTIFICATE OF LIABILITY INSURANCE 09/20/2022 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 Esta Greenstein Curran CooneyPenn A NAME: y Agency y PHONE (516)484-5200 FAXNo: (516)484-2129 11 Powerhouse Road Roslyn Heights,NY 11577 E-MAIL ADDRESS: @p esta cc insurance.com INSURERS AFFORDING COVERAGE NAIC# INSURERA: Evanston Insurance CO 35378 INSURED GEC Contracting Inc. INSURERB: REPUBLIC•FRANKLIN INSURANCE CO. 12475 73 Lake Ave INSURER C: STATE INSURANCE FUND 36102 Saint James, NY 11780 INSURER DSTANDARD SECURITY LIFE INS CO OF NY 69078 INSURER E: 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 ADDLTYPE OF INSURANCE INSD SUER Y LTR POLICY NUMBER MM/DD/YYYY MM/DD/YYYY LIMITS A COMMERCIAL GENERAL LIABILITY Y MKLV 1 PBC002467 04/07/2022 04/07/2023 EACH OCCURRENCE $ 1,000,000 DAMAGE TO CLAIMS-MADE �OCCUR PREMISES Ea occurrence)nce $ 300,000 MED EXP(Anyone person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 / PRO- 2,000,000 POLICY JECT LOC PRODUCTS-COMP/OP AGG $ OTHER: $ B AUTOMOBILE LIABILITY 4697612 10/29/2021 10/29/2022 COMBINED SINGLE LIMIT $ 1,000,000 Ea accident ANYAUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTYDAMAGE $ AUTOS ONLY AUTOS ONLY Per accident $ A UMBRELLA LIAR OCCUR MKLV 1 EUL103348 04/07/2022 04/07/2023 EACH OCCURRENCE $ 3,000,000 J EXCESS LIAB CLAIMS-MADE AGGREGATE $ 3,000,000 DED I I RETENTION$ $ C WORKERS COMPENSATION 24143802 04/01/2022 04/01/2023 V1 PER OTH- AND EMPLOYERS'LIABILITY STATUTE ER ANY PROPRIETOR/PARTNER/EXECUI VE Y N/A E.L.EACH ACCIDENT $ 100,000 OFFICERIMEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under 500,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ D NYS DBL 7685100 04/17/2017 07/17/2023 STATUTORY DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) DAVID ALWORTH&NICOLE MARTORANA 3400 DEEP HOLE ROAD,MIATTITUCK,NY,TOWN OF SOUTHOLD,TOWN HALL ANNEX 54375 MAIN ROAD, PO.BOX 1179,SOUTHOLD,NY 11971-0959 ARE INCLUDED AS ADDITIONAL INSURED IN REGARD TO GENERAL LIABILITY ATIMA SUBJECT TO POLICY CONDITIONS AND EXCLUSIONS AS PER WRITTEN CONTRACT V IA ADDITIONAL INSURED OWNERS,LESSEES OR CONTRACTORS WRITTEN AGREEMENT FORM CG2010 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN David Alw orth&Nicole Martorana ACCORDANCE WITH THE POLICY PROVISIONS. 3400 Deep Hole Road, AUTHORIZED REPRESENTATIVE Mattituck,NY ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD l� NYSI F New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE 0 0 ^A A A^A 820990725 LOVELL SAFETY MGMT CO., LLC 110 WILLIAM STREET 12TH FLR 0 NEW YORK NY 10038 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER GEC CONTRACTING INC DAVID ALWORTH &NICOLE MARTORA 73 LAKE AVENUE 3400 DEEP HOLE ROAD SAINT JAMES NY 11780 MATTITUCK NY 11952 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE Z2414 380-2 280164 04/01/2022 TO 04/01/2023 9/20/2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2414 380-2, 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. 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. EXECUTIVE OFFICER GERARD CHASTEEN ONE OF ONE OFFICER THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. 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 STAT S7*1 NCE FUND T DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 1028222340 11_9F R N YS I FI New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE 0 � 0 A A A A A A 820990725 LOVELL SAFETY MGMT CO.,LLC 110 WILLIAM STREET 12TH FLR NEW YORK NY 10038 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER GEC CONTRACTING INC TOWN OF SOUTHOLD 73 LAKE AVENUE TOWN HALL ANNEX 54375 MAIN RD SAINT JAMES NY 11780 PO. BOX 1179, SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE Z2414 380-2 280169 04/01/2022 TO 04/01/2023 9/20/2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2414 380-2, 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. 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. EXECUTIVE OFFICER GERARD CHASTEEN ONE OF ONE OFFICER THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. 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 STAT SUR NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:771733309 I IaF w d YORK workers' CERTIFICATE OF INSURANCE COVERAGE STATE Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured GEC CONTRACTING INC 73 LAKE AVE 6315847844 SAINT JAMES, NY 11780 Work Location of Insured(Only required if coverage is specifically limited to 1c.Federal Employer Identification Number of Insured certain locations in New York State,i.e.,Wrap-Up Policy) or Social Security Number 82-0990725 2.Name and Address of Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Town of Southold Standard Security Life Insurance Company of New York Town Hall Annex 54375 Main Road 3b. Policy Number of Entity Listed in Box"I a" PO Box 1179 76851-00 Southold, NY 11971-0959 3c.Policy effective period 4/17/2017 to 9/19/2023 4. Policy provides the following benefits: 0 A.Both disability and paid family leave benefits. ❑ B.Disability benefits only. ❑ C.Paid family leave benefits only. 5. Policy covers: ❑K A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. ❑ B.Only the following class or classes of employer's employees: Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as desc ed above. Date Signed 9/20/2022 By 1§A1 (Signature of insurance carrier's authoriz d representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number (212) 355-4141 Name and Title SUPERVISOR-DBL/POLICY SERVICES IMPORTANT: If Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 513 is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers' Compensation Board(only if Box 4C or 5B of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note: Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) 111 IlIII11°°°111°1°°1°1°111°11°11°111°IIIIIII <NTEWK workers' CERTIFICATE OF INSURANCE COVERAGE ATE Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured GEC CONTRACTING INC 73 LAKE AVE 6315847844 SAINT JAMES, NY 11780 Work Location of Insured(Only required ifcoverage is specifically limited to 1c.Federal Employer Identification Number of Insured certain locations in New York State,i.e.,Wrap-Up Policy) or Social Security Number 82-0990725 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) David Alworth & Nicole Martorana Standard Security Life Insurance Company of New York 3400 Deep Hole Road 3b.Policy Number of Entity Listed in Box"la" Mattituck, NY 11952 76851-00 3c.Policy effective period 4/17/2017 to 9/19/2023 4. Policy provides the following benefits: ❑X A.Both disability and paid family leave benefits. B.Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: ❑X A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees: Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as desc ed above.. Date Signed 9/20/2022 By W��- (Signature of insurance carrier's authoriz d representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number (212) 355-4141 Name and Title SUPERVISOR-DBL/POLICY SERVICES IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 46,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box 4C or 5B of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note: Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) 11111111°°°1°1°1°°1°1°111°11°11°111°IIIIII F Additional Instructions for Form D13-120.1 By signing this form, the insurance carrier identified in Box 3 on this form is certifying that it is insuring the business referenced in box"1 a"for disability and/or paid family leave benefits under the New York State Disability and Paid Family Leave Benefits Law. The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in Box 2. The insurance carrier must notify the above certificate holder and the Workers' Compensation Board within 10 days IF a policy is cancelled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from coverage indicated on this Certificate. (These notices my be sent by regular mail.) Otherwise, this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in Box 3c, whichever is earlier This certificate is issued as a matter of information only and confers no rights upon the certificate holder. This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Disability and/or Paid Family Leave Benefits contract of insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the disability and/or paid family leave benefits policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder, the business must provide that certificate holder with a new Certificate of NYS Disability and/or Paid Family Leave Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability and Paid Family Leave Benefits Law. DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits and after January first, two thousand and twenty-one, the payment of family leave benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b)The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by aninsurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits and after January first, two thousand eighteen, the payment of family leave benefits for all employees has been secured as provided by this article. DB-120.1 (10-17)Reverse Road APPROVED AS NOTED COMPLY WITH ALL CODES OF 1 ` NEW YORK STATE &TOWN CODES DATE a B.P.# AS REQUIRED AND CONDITIONSFE BY O� $pUTH NOTIFY BUILDING DEPARTMENT AT OLD TOM 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: \ gpUTHOLDTQWN� 13" 1. FOUNDATION-TWO REQUIRED - FOR POURED CONCRETE `0 ,,,,,$0UTH0LD TOV01TRUSYM 2. ROUGH-FRAMING,PLUMBING, STRAPPING, ELECTRICAL&CAULKING *N.Y.S.DEC 3. INSULATION I101'1 � + 4. FINAL-CONSTRUCTION&ELECTRICAL `� MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. TRUSS PLACARDING REQUIRED PLUMBER CERTIFICATION ELECTRICAL ON LEAD CONTENT BEFORE INSPECTION REQUIRED CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2110 OF '% LEAD. ,Alt elcterlOrUgh ► installed.replaced Olr repaired shalt c0nf0fm to Chapter'r7 PLUMBING �theTo�Nnd� ALL PLl�M81NG•WASTE WATER LINES NEED TESTING BEFORE COVERING RETAIN STORM GhATER ii11N FF pLL q. SUANT TO CHAPTER 236 OF THE TOViN CODE. j v ............. 7 O w o F=— uj L] Lj bo j- c� A Q a z � o Z x V W � — — — - Q� — - W cn A OOo � rl M zo PROPOSED WEST ELEVATION SCALE: 1/4" = V-0" - - - - - - - - - - - - - - -1-� W Z (D Z � ZLo JX N p Z 0 O ti - - -j 6 000F _ (n0 0M W o � LL o � Q) N 0 r., N DRAWN BY: JF G. FM FU El 7/12/2022 _i LED ,y }f � SCALE: SEE PLAN SHEET NO: EXISTING WEST ELEVATION 1 - SCALE: 1/4" = V-0" r a tL 0 I I i -- O w I � � ! � w _ z a C� O II I i = 9A Fq c) 0 � � -D } rm, M PROPOSED SOUTH ELEVATION SCALE: 1/4" = 1'-0" Lij -!� w Z 0 �.. Z � z Lo v J � oN Z o O Zo. fa A4 M LL DRAWN BY: JF 7/12/2022 SCALE: SEE PLAN SHEET NO: EXISTING SOUTH ELEVATION SCALE: 1/4" = 1'-0" A- 2 �J l II l I ^ w Pi mv/ W x Q P W Z O N0.0 cn W H A H = C) �o B E--q !� p soli Q PROPOSED EAST ELEVATION SCALE: 1/4" = 1'-0" � W Z z Z Lo J X d N Zoo Zo f` - - O m � (n = cM ® W 0. c it 's ,, i {�q f_:. LL HH .................................o _i .yL"y i14f 44. fyJ. x L.L N DRAWN BY: JF 7/12/2022 bo SCALE: SEE PLAN ts - - SHEET NO: rLj EXISTING EAST ELEVATION _ SCALE: 1/4" = 1'-0" A3 0 i0 �CJL I o ® � Vol W i v o � o roc I I I I J W A Q w � Z A H 0 ..._. I ' I, I isla � I PROPOSED NORTH ELEVATION • SCALE: 1/4" = 1'-0" • W -l-� W Z_ (D CD Z , W C p N Z o o � O .-. (n0 = C`7 W � O � r. LL * r IL F01 n` ^ f 1 k Ir - DRAWN BY: JF 7/12/2022 SCALE: SEE PLAN SHEET NO: EXISTING NORTH ELEVATION SCALE: 1/4" = 1'-0" A- 4 U�, W Z U z O z ~ W � < W O w � � W w p� a Z p � x � Z p., V ; - - - - - - - - - ; I, Q W �Z) CD O 0 o H I I i I H M I i 1 I I I I I Q I I ❑ I I - - - - - - - - - - - - - - SEPTIC _ 1�1 PLUMBING 4LALL [) a ----------------------' -- �- '-- ' i_ ' Lw.i. L= ------------------------- --------------------==--=0---=--------------------- --�--- -- ---------�-- _'-------------------x_- --==_________________ -�-� w ---- `---- `---- z �-- z � zLo J X � N Lh Q o O co •— ZZ co (n0 = M W d O O SERVICE � a, V! I i O I I i I I I I I - - - - - - - , "+` ' DRAWN BY: IF 7/12/2022 s R �r 4 � �.�k [► , Ji SCALE: SEE PLAN EXISTING FOUNDATION PLAN SCALE: 1/4" = V-0" �r SHEET NO: B Z W V < C) 14'-0" z A 1- W � 6'-8" 6'-8" < W O ------------------- ------------------- v 14'-6" 'a (3)2X10 ACQ GIRDER a(3)2X10 ACC,GIRDER " " 6'-�" 6'-7" " 0 L_ _ 6X6 ACC,POST -` p 1 8"PC WALL OVER CONC.WALL O r '` O _ '' _ 131 2X10 ACQGIRDER i w/16"X8"FTG. . 3 2X10 ACQ GIRDER F+i I _ ____ _ ____ ] 7 f _ ___ (2)#4CONT.BAR = ,-- _ __ ----_-� -___------_- --� , - - - - CONCRETE SLAB ON GRADE a J , I �+ 6X6 ACQ POST SCREENED PORCH ABOVE u 00 x '1 ; - I vo 14"dia.PIER — I m p I io 3'BELOW GRADE V N 00 _ I I REMOVE EXISTING BILCO FOUNDATION — u N 77AND STAIRS.CLOSE OFF OPENING ;"'— — — IVola l I Z A d - - - - - - - - - - - - - - - - - SEPTIC —� O O 1=1 14'-9Y2" 'lO" PLUMBING WALL V 0 0 1 - - �i - - ;EJECTOft, ca _• " ,PUMP,' UTILITY ROOM N (� r - - i 3'-4" ' Q 1-41-1 vI CD DEN ( DUTCH WALL W 1 174 1'> a U w W _ aUa ¢ i � w ♦ 4 �O I , °� • ' p a 'V REMOVE EXISTING STAIRL bo I ------------ CLOSE OFF OPENING --- HAUNCH SLAB-----------------f i -- MIN.21° a -------- --- UNDER WALL / J 2'-6" ---------' - '-- '- --'-- - '- '--'- ' - '- - (212x8--- BATH - . 2 o _ - -- - , ui 3)1-3/4X9-1T2 LVL w/(2)1/2"STEEL UPSET BEATS , - - -- , - ,- ,--, - - ,- ,--, - , - ,- -[2J2 $--- ------- ----- - 10 11': 3 9Y n (2) 2X8 i HAUNCH SLAB 2'6' I-, ■ ■ ---------- --------- UNDERWALL �-------- ----------- POS ----'.-� GYM AREA FRO _______ __ BO (LOWER FLOOR 3'DOWN) z z � w W z o � .`^, o Z N LL x 0 o, 10'-6'/:" 4'-0" k!L 3'-4" � 0 � Z Lo t W co p cal V J X ---� w p •� o ---------- to Q p O c� t+1 SERVICE , O m - - - - - � 0 co REMOVE EXISTING WINDOW I o ( REPLACE EXISTING W O co CLOSE OFF OPENING A281 14X4 ACQ POST u u I _ V- 14"dia.PIER � I m 0�/ 13'BELOW GRADE N 8"THICK CONCRETE ZO ,' * i WINDOWWELL 0 H- =t=====___=�-�.a _ (ALT.:6X6ACQOR SCAPEWELL) o ,(2)2X8ACQGIRDERS z HORIZONTAL PROJECTION Qe DECK) L `- _ V, O n 85 REBAR @12"OC Z w d � � E E m PROPOSED FOUNDATION PLAN Z � REMOVABLE STEEL GRATE DRAWN BY■ J F 4"min. SCALE: 1/4" = 1'-0" T-0"min. •� LADDER -- - RUNGS 7/12/2022 o min.3" #5 REBAR O•• PROJECTION ,.e°r s *. 'C 44"maxi s ER EGRESS WINDOW *ADJUST FOR LARGER WINDOWS t o' (OR LADDER `� * • 5 (PER CODE) (WINDOW SHALL BE ABLE TO o O ° f' .,.,,� •," • " OPEN FULLY) o .o ,� '. �. SCALE: SEE PLAN a ,f 9 O•• DRAIN Lt • • 'Y i I a a tt •Q •J D �_ WINDOW WELLS TO BE COVERED WITH STEEL GRATE. COVERS SHALL BE REMOVABLE FROM INSIDE WITHOUT USE OF ANY KEY OR TOOL OR SPECIAL INSTRUCTIONS. , ,µ s' • ♦"� h ",a"'''' ,t 'P ` SHEET N O■ ■° min.6"DEEP GRAVEL • r� ETAI L BOTTOM OF SILL OF EGRESS WINDOWS SHALL BE NOf'+J ADS DRAIN PIPES MORE THAN 44 INCHES ABOVE FINISHED FLOOR HEIGHT. `^- .- LADDER OR STEPS SHALL BE INSTALLED FOR WELLS DEEPER O•It THAN 44 INCHES AND SHALL PROJECT NO MORE THAN 6 INCHES INTO THE WELL LADDER TO BE PERMANENTLY FIXED TO WALL OF WELL,AND HAVE A RUNG SPACE OF o' NO MORE THAN 18 INCHES VERTICALLY FOR FULL HEIGHT O•at OF WELL 'A • d • d WINDOW WELL INSIDE CLEARANCE SHALL BE MINIMUM OF 36"X 36"AND SHALL BE ADJUSTED IN SIZE FOR LARGER '� .• A. OPENINGS AS REQUIRED. A- 6 � W Z U O z � W � Q w O -------- w -------- �' A W w Ti w z-------- a o Z pi V u=l Ell JL_ Q W ❑ to W ~ Z AH 0 oL:=JJ73W==l H -------- E� 0 0 i � n i ...0 ' -0 W � � Z i Z (DzLo U `D � N J X ' QOOco •— Zm = r` O (n cM LL ' - ---------------- --- O EXISTING 1ST. FLOOR PLAN DRAWN BY: ]F SCALE: 1/4" = 1'-0" fro 7/12/2022 p f SCALE: SEE PLAN �5 AF F t xy Y 4 rram, •� � SHEET NO. lLn w Z U 14'-0" 7'-6" 14'-6" O z 31-0" 7, A Q w O B cv- >UJc% ------------------ -----------------� 1 (3)2X8 GIRDER (3)2X8 GIRDER , J W A 1� QI w 7 1(D (D 1 100 00I ,00 xI I X NI m Q O 'N SCREENED Ix PORCH o DECK 41-0" Z w w �I I 1 1 7'-0" 9'-3'/:11 �_; ^ 9'-7%" 61.5�� 31_pll q 1 1 1 811 1�� 1 I 1 1 M N N I 1 1 1 1 00 1 I 1 1 I _ 1 1 1 1 r — — — — �1 1 1 1 1 m [^, 1 1 1 1 O fWG120611-4SAAS I CXW15 � FWG60611R FWG60611L O O (2)11-7/8 LVL HEADER I (2)2X10 GIRDER I (2)11-7/8 LVL HEADER (2)11-7/8 LVL HEADER �.. M op I cr 1 1 I 11 J W I 1 J Q ll1 K I 1 I r4 (� 3 17 I ' I I I o1 u o I I I I N N � 0 a o i I I I z m V) -4 vl AI I I X rl Z N N a u I it X o co UP LIVING',/ DINING w (3)1-3/4X11 8 LVL _ I vW~ w L _ _ — _ _ _ _ _ J l _ _ — _ — — _ — — _ _ > I I 1 1 I 1 _ _ _'_ _ _ _ _ _ _ _ _ _ _ — _ — — — _ _ _ — — _ _ _ _W M I 1 I 1 I 1 N 7'-11%" 15'-0%" cr o 1 II N __________ 1 1 1 1 1 1 1 1 1 N 1 1 1 1 1 (3)1-3/4X9 112 LVL W TE B - Z-_ - _ ===� ------- ---- -I` - -----------` ® ©----------- - ----------------- --------- - PANTRY --------------------- I I o v• --- �t 4'-0" \ LL 1 1_1 --------- W 2'4 I I I 1 ' � i 1 Im 6'-011 W I I I I 1 1 r-1 Z N MUDROOM I ' II II I r` Ut 0 o z Oz cLo "' x 'n 7'-6/" KITCHEN V (D Q N Z'' Lo 24 O Q1 --------- 17'-OY2" m -r6o- O -----_-__ HALF TRYI 0 '-------- BATH BENCH _ O (2)2X 0 GIRDER 2)2X10 (2)2X1C GIRDER (2)2X10 GIRDER W LL 135 CW135 CW135 1 i 1 I O 1 1 1 1 5'-9%" 8'-011 6'-2Y:" 1 1 1 1 1 1 1 1 1 36'-0" (� 1 1 1 1 1 1 I 1 1 1 t 1 1 1 I , , ---------------- I ' DRAWN BY: IF ' --------- ------- ----- -------- 7/12/2022 SCALE: SEE PLAN *J PROPOSED 1ST. FLOOR PLAN SHEET NO. 1 S 4 6 .x f� � YfI l �ay SCALE: 1/4" = 1'-0" ) C� ii " e } r V, W Z U O _ z �- W r:1 �>wo W w p� a z zzaU < w �D W � Z AN ❑ O 0 0 1'-11" % 8'-S" 2'IT. _ rL- --- 1 1 1 ; 1 ; r.{ 1 1 6 1 9 ' 1 1 ------------- ---- --- ---I 1 1 PULL DOWN O tV STAIR N N 1 I lb 1 1 1 L-71 1 1 - ` w 1 1L 7 1 z 1 S z10zLo 1 1 1 t I L6 tl) zOO (c) Om � 10'-11%" -41" 11-11 (n O ' ) j W � O � I LL O a- N 26'-2%" O EXISTING 2ND FLOOR PLAN SCALE: 1/4" = 1'-0" DRAWN BY: IF 7/12/2022 j''J E Yu.,;4 ivrR SCALE: SEE PLAN .. +++ SHEET NO: ��•4'%w.....�.4 '...deA .tea',. x A- 9 V) W Z V O _ � x ~ W r4 A w O wcn < < a 0 B A Q 1-4z 36'-0" a FV 4'-33/<11 5'-7%" 61-5" 12'-10'/" 6'-93/<" w H 0 CXW145 CXW145 CXW145 CXW245-2 O O Pnq 0 (2)2X8 HDR (2)2:x&il DR SHELVES (2)2X8 HDR I (2)1-3/4X9-1/2 LVL HEADER � F-4J N � w M � a N 11'-111 rl 11.11z" 5'-9" 21-8" II 13'-011 . 1 L - m n � - - BATH w Ln I i I BEDROOM No. 1 I N I i - _ _ _ J I I I 0 • Ql I I 1 I I O N Q I I 2'-4,1 I I m o I 51-1%:" 2'-id" i II a N I I I I I MASTER BEDROOM N -� J L - _ CATHEDRAL CEILING REMOVE�E�ISTING CEILING IcrS I tY 1 II II II � II I � J L — - _- - __ _ J L — — J 1 1 1 1 1 I I 1 1 L — — — — — — — — — — — — � Q I 1 1 1 1 I I III 1 1 1 Q W 1 1 1 1 1 I 1 I I 1 1 ly,l I 1 1 1 1 1 1 1= I Z X d"3 1 1 1 1 1 1 N 1 1n HALL � I o ■■AA■■ Q N M 1 1 1 1 1 11 1 1 1(y) m N I d' o 1 1(2) X8 DRI1 1 1 I 111 I I I I N N TE PE ED 1 1 1 1 1 1 1 I BUILD WALL UP TO ROOF - 6 1 2'4" 1 7 _ 1 AN31 AN31 - LINEN i I , o •— ry tD � LL 4'-10%" 4' 103/4" I 6'-7%:" ` 1 6'-1' 00 9'-9%Z11 a N Ln N 11 I I 1 1 V Z LO 1 1 tea./ N II 1 O 1 1 I t C+i Ln 0 11 I V BEDROOM No. 2 7! I I I MASTER Q O O "o BATH WALK-IN •— Z ' CLOSET00 l ^ m I - I I jT• (� M a x 101-5110 I I I 1 1 O VJ r^ 1^, fn N 31 OII ; i II� o (2)2X8 HDR 1 2X8 HDR 1 `2}1 /4X7-1/4 L�/L- - - - - ( W N 2X6 @16"OC (2)2X8 HDR Q 0AX281 AX281 O CXW145-3 0 � UV� 5'-7%" 5'-5%" 5'-3%" 6'-611 31-4Y4" .A 15'-1Y21 O B A DRAWN BY: IF 7/12/2022 PROPOSED 2ND FLOOR PLAN4 SCALE: 1/4" SCALE: SEE PLAN = 1'-0" �`��� "' ,�..� y'�i..`p 1 i{ SHEET NO: ■ 1� � J A- 10 V) W Z U O ^' z � W � Q w O a Q > �>, w )-� � W w Q p� 1-4 z Z Z < w 2X6 RR @16"OC 0 12 V� n M�1 x °° Z F—i O o x O N �-.. M Q ZD 12 x N 2X8 RIDGE n • �y o W Zo 12 cr / z S z � zLo J X Q N Z00 (o / ' t--- Om � �-1 (n0 = M w Q. O LL w Q) 0- ROOF PLAN DRAWN BY: IF SCALE: 1/4" = V-0" [ ; 7/12/2022. SCALE: SEE PLAN 1 SHEET NO. V'lw Z V O z � W � Q W O w W w Q az _ - - - - - - - _ - _ - - - - - - - - - - - - - - - - - - - - _ — _ n x 12 2X6 @16"OC - - — - Z 5� Q W fX?X BUILD WALL RR�16OC Vol Fri UP TO ROOF E--i o � EXISTING CEILING O O 0 EN .-1 u W (3)1-3/4X9-1/2 LVL w/(2)1/2"STEEL -v N EXISTING 2X8 FJs SISTER 2X8 TO EXISTING FLOOR JOISTS II --------- II II ii--------- 00 — 5/ DECKING W EXISTING 2X8 FJs EXISTING 2X8 FJ s s 2X8 ACQ @16"OC z (3)1-3/4X9-1/2 LVL (3) IX8 R ` GIRDER 6X6 ACQ • 1 w/(2)1/2"STEEL .t z � z m b d ---POST ` W to p N .• I .• s - 'n J J 4 o VJ QQO � o a; 3'h d, 14"dia. o, `' EXIST ' PIER V, m �� z � j� RAILING I e V FOUNDATION •,t I `z ,•p — _ �\ r O � r o b W U) o : 8,PC . . . '. . .. , , .. . . .� WALL ALL b, b 'n 4"CONC.SLAB,REINFORCE w/10/10 6X6 WMM 16"X8"FTG (2)#4 CONT.BAR NEW LOWER FLOOR DRAWN BY: IF a CROSS SECTION A 7/12/2022 6 12 SCALE: 1/4" = V-0" - f. SCALE: SEE PLAN r���x ''�� �....art ¢r�"t 0 - ♦� e f k SHEET NO: d f ^E�• �: pr 41 j� C_ A- 12 12 SISTER 2X6 RR G�X6RRs O TO EXISTING EXISTING 2X6 CJ z (2)7-1/4 LVL W < w � 0UJ o w w 2X8 RIDGE < a I'--1 (3)1-3/4X9-1/2 LVL \ O 3/4"SUBFLOOR w/(2)1/2"STEEL (3)it-7/8 LVL 2X6 RR N MATCH EX.(VIE) 16"OC N ^ - I SISTER 2X8 TO EX.FJs SISTER 2X8 TO EX.FJs _ _ Z F+1 V li li 2X8 CJ Ca16 OC (3)2X8 < rw, PROVIDE SOLID BLOCKING v1 wn H BETWEEN JOISTS OVER EXTERIOR WALL SCREEN PANEL TO BE MANUFACTURED C) Fq IN FIELD(TYP) O O POST �•--• cn (TYP) 0o Q Ul L-1 i6X6 ACQ op POST(TYP) `'i Q 5 4 DECKING D14 U LL IN 2X 8 ACQ @1 6"OC °4•..• EXISTING 2X8 FJ °.-`•.• =�IIII II(I I II��III II 2II XII 8II---�ACQ I@ I I1�6="O C 2 2X8 ACQ GIRDER 4X4 A 2"CONC.SLAI 1—I BPO 14"dia 4 CONC. Itlrg_­�d BACKFILII L PIER I I I I A �` �� ��� • ,R.. 16"X8"FTG 6 6 EXIST. (2)#4 CONT.BAR ► A d 'rp • �. Lu •d '1 CONC.WALL ON UNDISTURBED SOIL x r NEW HAUNCH SLAB a``1.`��r"r` `yF • N W B 3 CROSS SECTION B z 6 SCALE. 1/4" - 1 0 z z Lo 0) 11/4 3 J X _ N 1 1/2 1 1/4 11141, 1 1/4 1 1/4 1 114 1 1/2 O '^ rlr ` �l tY./ WC! LAV IAV. LAV W.C. �� z W T LL O BAH SH ER •R� (n ^0^ ♦� ® ® ® ® 3 3 W I..L O FASTENER TYPE: SPACING: 1 1/4 2 2 1 1/4 1 1/4 C.O. I � C.D. NCI R WOOO-SR WITH 1 1/I I BASEMBEDMEN WITH IS•« O bn.EMBEDMENT LENGDI ® � 3 N Nu 10 WOOD-SCREWS e ® B/SEO ANCHOR WITH 16'« LL tin.EMBEDMENT LENGTH F1 1/SN..•ia.LPGSCIEW eASEOANoaRwnH IB•« I1/4 11/2 11/4 21n.EMBEDMENT LENGTH ® ® ® ® WAPAPLYWOOD LAV WCw SINK O lrr APA RATED SHEATHING SHEATHING -1 L D.W. GRADE PLYWOOD (KTEtTUT1VIVE:7/16•aS.B.) ® ® In-APA RATED SHEATHING GRADE PLFNO00 (ALTBMATIVIVE:Tnc os.a) z 1 1/4 3 C.O. C.O. 1 3 FASTENER TYPE: SPAQNG. 3 DRAWN BY: J F zx�oFxf H..B WOODdOREW ® ® STODS RASED ANCHOR WITH ID•« WINDOW SIL Tin.EMBEDMENT LENGTH TYPICAL WINDOW OPENING M.ID WOOD-SCREWS 1 EMBEDMENT L9H Ir« 11/4 11/2 7/1.2 2022 PANEL SPAN EQUAL OR SMALLER 2n.EMBEDMENT LENGTH 1 1/4 THAN 4 FEET I/Nn�LAGSCtEW BASED ANCHOR WITH IVOC 2m.EMBEDMENT LENGTH WC. TYPICAL DOOR OPENING SCALE• SEE PLAN PANEL SPAN GREATER THAN 4 FEET MHLTIPIE PLYWOOD ASSEMBLIES FASTENER TYPE: SPAaNG: SHO ER I3. AND EQUAL OR SMALLER TOGEETTIHER 4 OFWITH STAINLESSs�TEE. N.B WOOD-SCREW F.A.I. THAN 6 FEET OR GALVINNTD BOLTS W/WASHERS BASED ANCHOR W[TH B•« AND NITS @ 2'-0'O.G 21,EMBEDMENT 2 N.ID WOOD-SCREWS B« SHEET NO: TYPICAL MULTIPLE OPENINGS CO u/a Tm.EMBEDMENT IFNG:H PANEL SPAN GREATER THAN 6 FEET AND EQUAL OR SMALLER BASED LAGSCREW aASED ANOOR WIT" 16.OC 3 THAN 8 FEET r.EMBEDMENT LENGH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 4 - AS PER SEC.R301.2.1.2 NYS CODE:PROTECTION OF OPENING SLOPE"1/4"PER FOOT PITCH TO DRAIN TO APROVED 4"C.I. SEPTIC SYSTEM WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOF WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" TRAP HOUSE AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL SCHEMATIC- \` T CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE MUST DESIGN-PRESSURE FOR UPGRADES WHERE APPLICABLE. PLUMBING .J C H E n /� /` 1 I C ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON AN!NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. �\V/�//-\l HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. SCALE: NOT TO SCALE WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS IN— o GIRDER 4•MAX. v�j, ram, DECKING DECKING a"OIA.MAXIMUM �} /O` W • EXTERIOR I ' WALL DECK 101ST DECK JOIST IAMETER LAG SCREWS, (2)1/2'GALV.OR S.S. ;o THROUGH-BOLTS WITH WASHERS CONTINUOUS FLASHING.EXTENDED OR 5'LEDGERLOK SCREWS PAST JOIST HANGERS,CAULKED TO CARRIAGE BOLTS WITH GIRDER O PREVENT WATER INTRUSION LEDGER FLOOR JU AND JOIST FLUSH ON TOP JOIST RIM BOARD CAULK TO PREVENT WATER SIMPSON CBS WASHERS AND NUTS Cl-INTRUSION LEDGER AND ANCHOR ( DECKING •' JOIST FLUSH ON TOP 1/2'DIA.EXPANSION BOLTS, J y•e,� uj FLOOR 7MIN JA3 EPDXY OR ADHESIVE(PER •e •••,e. CONCRETE POSE JOIST 1-5Ar MIN. MANUFACTURE INSTRUCTIONS) �•� P PIER Cn 5'MAX- DECK JOISTS w/WASHERS AND NUTS Ce DECK/PORCH RAILING ^ 'MIN. •' DECKING �• DECKING DECKING r:�a JOIST HANGER •�•:" DECKJOISTS < �1 7 •0,•r.e 2X ACQ LEDGER BOARD FOUNDATION WALL C•e, H e r ••• • RAILINGLOCK Q O w e `+• NOTE: �•e-• DECK JOISTN DECK JOIST FOUNDATION P �� BO BE FILLED FOUNDATION ION ae�'�,p JOIST HANGER POST WALL 4Y p• GROUT AT ANCHOR .wee • 2X ACQ LEDGER BOARD LOCATIONS GIRDER GIRDER _J x • SIMPSON DTT2Z HOLD-DOWN L � V r� LEDGER BOARD TO RIM BOARD DETAIL LEDGER BOARD TO FOUNDATION WALL DETAIL R(MIN.2X8) DECKING F+1 2' IN. O rT1 LI THROUGH-BOLTS o 5'MAX. DECK JOIST /w•\ E-1 THROUGH-BOLTS SHALL HAVE A DIAMETER OF 1/2'.PILOT HOLES FOR THROUGH-BOLTS 2' IN. A SHALL BE 17/32"TO 9/16'IN DIAMETER.THROUGH-BOLTS REQUIRE WASHERS AT THE BOLT (2)1/2'GALV.OR S.S. 2X BLOCKING AT EACH POST L L� HEAD AND NUT. SIMPSON CC SIMPSON CBS CARRIAGE BOLTS WITH ATTACHED WITH 10d THREADED O O (J EXPANSION AND ADHESIVE ANCHORS ANCHOR ANCHOR WASHERS AND NUTS NAILS TOP AND BOTTOM 12'a STAGGER FASTENERS USE APPROVED EXPANSION OR ADHESIVE ANCHORS WHEN ATTACHING A LEDGER BOARD POST CONCRETE 0 -----�5 IN 2 ROWS TO A AND ADHESIVE ANCHOROR IBOLTS HALL HAVE A DIAMETER OF 1RONRY WALL AS SHOWN IN E MINIMUM SPACING AND R DETAIL.EXPANSION PIER POST-TO-DECK CONNECTION _ ® ® I ®L 2'MIN. 5-1/2"MW.FOR 2X8 EMBEDMENT LENGTH SHALL BE PER THE MANUFACTURER'S RECOMENDATIONS.ALL 5•MAX. ® 6-1/2'MIN.FOR 2X10 ANCHORS MUST HAVE WASHERS —J 0 ® 0 7-1/2'MIN.FOR 2X12 LAG SCREWS 3/4"MIN. LAG SCREWS SHALL HAVE A DIAMETER OF 1/2'.LAG SCREWS SHALL HAVE PILOT HOLES 11�4"MAX. 2'MIN. LEDGER LAG SCREW.THROUGH BOLT, DRILLED WITH 5/16'DIAMETER HOLES.ALL LAGS SHALL BE INSTALLED WITH WASHERS. OR ANCHOR WITH WASHER LAG BOLTS SHALL HAVE 1-1/2'UNTHREADED SHANK.LENGTH MUST PENETRATE BEYOND RIM BOARD A MINIMUM 1/2'.LAG SCREWS AND WASHERS MUST BE GALVANIZED OR S.S. CONCRETE l Il LEDGERLOK SCREWS PIER LEDGERLOK SCREWS HALL BE A MINIMUM LENGTH OF 5".LEDGERLOK SCREWS SHALL NOT LEDGER BOARD FASTENER SPACING AND CLEARANCES IN USED FOR MASONSCREWS Y.HALL BE A MINIMUM DISTANENEERCE EOF3-.SIDING.ORRIGIDSA FOAM 4"DIA.MAXIMUM INSULATION.SCREWS SHALL BE A MINIMVM DISTANCE OF 3-3/4'FROM ENDS AND 1-3/4' FROM TOP AND BOTTOM EDGES. 24"X24"Xl2"CONC.FTG. HANDRAIL NOTES: 3'BELOW GRADE All required handrails shall be of one of the following types (ALT.:BIGFOOT FOOTING) or provided equivalent graspability. 2 1).Type I.Handralls with circular cross section shall have an outside diameter of at least 1-1/4 inches and not greater •'Dn 3V MIN. than 2 inches.If the handrail is not circular it shall have a perimeter dimension of at least 4 inches and not greater than 6-1/4 inches with a maximum cross section of FLOOR SHEATHING NAILING AT FI-AH TO I-JOIST 1/2'DIAMETER LAG SCREWS, dimension of 2-1/4 inches. 1R'DIAMETER LAG SCREWS,6"MAXIMUM ON CENTER TO THROUGH-BOLTS WITH WASHERS A MINIMUM THROUGH-BOLTS WITH WASHERSJOISTS WITH HOLD DOWN OR 5'LEiL:DGERLOK SCREWS (19)Bd NAILS OR 5'LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN 2).Type It.Handrails with a perimeter greater than 6-1/4 SIMPSON DTT2Z HOLD-DOWN Inches shall provide graspable finger recess area on both sides of the profile.The finger recess shall begin with a distance of 3/4 Inch measured vertically from the tallest STAIR RAILING SOLID SAWN 7,.,PDER t sportion of the profile and achieve a depth of at least 5/16 FLOORJOISTS DECK I JOISTSJOIT Inch within 7/8 inch below the widest portion of theIO ST • I tprofile.The required depth zhaU continue for at least 3/8 1.1/2"SPACE THREADEDROD MAYBETHREADED ROD MAYBE inch to a level that is not less than 1-3/4 inches below the MINIMUM SLOPED UP TO 1:12 MINIMUM 2X6X36" SLOPED UP TO 1:12tallest portion of the profile.The minimum width of the LAWAY FROM THE HOUSE ATTATCHED TO JOIST AWAY FROM THE HOME handrail above the recess shall be 1 1/4 inches to a maximum of 2-3/4 inches.Edges shall have a minimum HANDRAILS JOIST HANGER WEB WITH CLINCH CH NAILS JOIST HANGER GIRDER radius of 0.01 inches. AND CLINCH W lOd THREADED NAIL OR X10 WOOD SCREWS- BALUSTERS Q . �`• EQUAL OR GREATER THAN 3'LONG, LATERAL LOAD DEVICE WITH JOISTS PARALLEL TO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) �16=°CC STAGGERED IN2ROWS OPEN BALUSTER ATTACHEDTOWALL z CO z l to w•+r a. sy A i�R ••� i i • • HANDRAIL CONNECTION W ^1 ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH U IT 1 `�V OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS tAA\' J •, _ yr IF BEAM IS CONSTRUCTED WITH 3 MEMBERS (2)THREADED NAILS OR AT EACH END OR SHALL NOT BE LESS THAN 1.1/4'NOR MORE THAN 2'IN V/ Q O O d '^ fir, ,r, •C 6 FT.MIN.EXTENT OF BLOCKING ATTATCHED OUTSIDE MEMBER TO THE SPLICE END:SPLICES SHALL BE LOCATED ONLY OVER V, \1J .} ce r.e;•' 4�e INSIDE MEMBERAS SHOWN. INTERIOR POSTS CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL i� z PROVIDE AN EQUIVALENT GRIPPING SURFACE ATTACH BLOCKING TO DECK WITH 1/2"DIAMETER LAG SCREWS. BEAM ASSEMBLY DETAIL _O �— ^ 10d NAILS AT 4'O.C.STAGGERED THROUGH-BOLTS WITH WASHERS ,..� OR 5'LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN O 0 M 7CIRDER Wcc0STAIR TREAD JOIST RIM BOARDTHREADED ROD MAY BE O MINIMUM 1-1/2'THICK FLOOR JOISTS SLOPED UP TO HE STRINGERBLOCKING.BLOCKS MUST (SOLID OR WOOD-1) AWAY FROM THE HOUSEA,FILL BAY AND FIT SNUGLY JOIST HANGER •�R/■/\. LL JOIST rn V/ GIRDER/HEADER STRINGER TO DECK/PORCH CONNECTION O LATERAL LOAD DEVICE WITH JOISTS PERPENDICULARTO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) SPLICED JOISTS OVER HEADER/GIRDER DRAWN BY: JF CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CONNECT TY-DOWN ANCHORS TO EACH JOIST GROUND WIND SEISMIC FROST WINTER ICE SHIELD NAILING SCHEDULE SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD NAIL NAIL �/1 �//07 LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS JOINT DESCRIPTION CITY. SPACING NOTES L 1016' 1OISTTO: PER TOE 4-Sd COMMOMODERATE SLIGHT TO SILL.TOP PLATE OR GIRDER JOIST NAIL (2)THRU• 20 PSF 130 B SEVERE 3 FT. 11 NONETO HEAVY MODERATE BRIDGING EACH TOE BOLTS TO JOSTt 2-8d COMMO END NAIL SCALE: SEE PLAN OBLOCKING EACH TOE "dia. TO JOIST 2-Bd COMMO END NAIL WOOD JOIST A PIER 16'TREAD 1). ALL FRAMING,CONSTRUCTION,COMPLIANCE TO BE PER 2015 IRC,2016 NYS UNIFORM SUPPLEMENT BLOCKING TO: 3.l6d COMM01, EACH TOE a,! SILL OR TOP PLATE BLOCK NAIL I -....4 2). ALL FRAMING MATERIAL TO BE#1 ACQ PRESSURE TREATED LUMBER LEDGER STRIP 3-16d COMMOI, EACH FACE GRDER/HEADER GRADE CONC.SLAB •+Q• TO IST JOIST NAIL (ASREQ) ••�• SHEET N O a JO ON LEDGER PER TOE WOOD JOIST .o•. :•w 3). ALL FASTENERS,HANGERS,AND ANCHORS TO BE GALVANIZED OR(TAINLESS STEEL. To BEAM 3-8d COMMONJOIST NAIL V. 8'dia. ,'o DECK PIER R BAND JOIST PER END '�,° CONC. •• �! PER PLAN 3•16d COMMO 3'-0" 4• ` PIER 4). ALL PIERS AND FOOTINGS TO BE 3 FOOT BELOW GRADE. TO JOIST JOIST NAIL FLUSH JOISTS WITH HEADER/GIRDER ' BAND JOIST TO: PER "'4' BAND o� ' 5). ALL JOISTS TO BE BLOCKED OVER GIRDERS AND AS SPECIFIED. SILL OR TOP PLATE 2-I6d COMMO FOOT TOE NAIL ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH 4. THE PROPER STEEL CONNECTOR. ::Q +; 6). FLASH ALONG HOUSE WALL,OVER LEDGER WITH MIN.10"FLASHING. IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. A- 14 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP MET, CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. Vol [� Z U • O KING STUDS \ z ENDWALL RAFTER WALL STUD � CPPLE STUD BOTTOM PLATE 0 RIDGE LEDGER BATHTUB HEADER DOUBLE JOIST SIDEWALL A4 FFrF"++y+'11 RAFTER ACK STUDS /�� n71 (•+y FLOOR USP NUMBER DESCRIPTION APPLICATION v W W 7 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ` •!ill /�� ANCHOR TO FOUNDATION W/ ANCHOR BOLTS Q O CONNECT TO 1 SIDE OF ALL CORNERS ON BATH SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT HOLD DOWN BOTH CONNECT PLATE OF 2ND FLOOR AND TOP LOCATION USP NUMBEF DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMDER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 2Ogo. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18go. SLOPE HANGER PPLY TO EACH RAFTER LEDGE JOIST DIRECTION WITH DE JOISTS. UNDER WALL. 1�/) ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE w E FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X1O LS21O 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC ] z Z WALL STUD < W THROUGH-ROOF EXHAUST ram., VENTS SELECTED AND F'•"1 METAL STRAP ` LOCATED BY CONTRACTOR °/� CRICKET AT TOP-SIDE OF VENTILATION CHANNEL ` HO E RIM BOARD CHIMNEY AS REQUIRED O O RAFTER O SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN . . ' VENTILATION FOUNDATION SIDEWALL FLASHING WOOD JOIST c • TOP PLATE BLOCKING 1{_•�• _ J 2x4 LEDGER BLOCKING FINISH WALL AND MOISTURE 2x4 SOFFIT JOIST Q STAPPING L IN ATTACHED TO WALL STUDS STUDS BARRIER - LAP FLASHING ATTIC SHALL BE PROVIDED WITH A AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP FASCIA Q BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA GUTTER FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF WOOD GIRDER THE SPACE VENTILATED. ALL OPENINGS INSTALL 4'0" O.C. �.'� SHALL BE COVERED WITH CORROSION- ON11N. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 2Ogo. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 'A INCH IN DIMENSION. ONTIN. SOFFIT/ EXT. PLYWOOD INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPIIC ATION SOFFITED EAVE AND SO AS TO MAINTAIN AIR ONIJECT TO • 8" - 14" LSTA3O 1-1/4"x3O" 18ga. STRAP AND JACK STUDS O GAP TO PREVENT CAPILLARY 4' - 6" RAFTER RT1O 0-3/4" x 18go. TYDOWN ANCHOR N ALL OPENINGS PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND a / ACTION EACH RAFTER INSTALL 4'0" O.C. CONIJECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 i-1/4"x36" i8ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT2O 1-1/8" x 2Oga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL N ALL OPENINGS KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL ROOFING LAPS BASE FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT I NAIERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING IL SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST , TOP PLATE GIRDER/HEADER SIDE WALL FLASHING WOOD JOIST ` 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD Q �� FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2- W / ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR- INSTALL Z RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS •Vi•J\! INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER CO ROOF NFORM TO SLOPE TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS __ � Z ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD Z [� DEL. SILL PLATE I W Q N TERMITE SHIELD r SUBFLOOR .J SILL GASKET WOOD JOISTS � � O OLo NEOPRENE . 2x8 CONTINUOUS WOOD PLATE 2x6 M TYP. CONC. FOUNDATION n CONC. SLAB GASKET / �� Z C 6 MIL. POLY V BOLTED TO STEEL BEAM WITH O DAMPPROOF EXTERIOR GRANULAR FILL 6MIL POLY ON EXTERIOR 1/2 " DIA. BOLTS® 48' o.c. STAG. O • y � STEEL COLUMN A • ' d I d e 1° ° V v ROOF JACK '`�� , .• STEEL BEAM � O (� e �+ CONC. SLAB '� �• ^ , \•� ANCHOR BOLT EMD[DMENL• 4" x 1/4" x 8" STEEL \ W �e• POURED CONCRETE: 7" •�•� •p V COMPACT FILL , °° . BLOCK WALL: 15" TOP AND BOTTOM PLATE ROOFING LAPS V- V ' • G 1, 1 • FLASHING AT WITH 1/2" x 6" ANCHOR BOLT n O KEYWAY FOOTING ° ^ `!•a •. L! CONC. FTG. e' SIDES AND TOP 1 2" GROUT `iL■� '• a � 'C Q'� L USE WITH 3x3 SQUARE WASHERS / • ANCHOR BOLT CONNECTION (USP LBPS58 OR 8 583) i I � 3" STEEL COLUMN • •O p REINFORCING BAR FOUNDATION /8" DIA. ANCHOR BOLTQ) DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM V/ CRAWL SPACE OR FOUNDATION 1 STORY 72" Or, V, TYPICAL BEAM DETAIL O TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" Oo WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL /BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" Oo SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL SUBFLOOR CONC. SLAB I DOOR FRAME 6X6 10/10 WWM GARAGE a_JOIST DRAWN BY: JF C USE 2X8 STEEL BEAM COMPACT FILL DOOR FOR BLOCKOUT �•� 4" SLAB y. • P.T. PLATE W/ 6X6 NAM \I SLOPE 7/12/2022 _ 4"DRIVEWAY _S NOTCH JOIST AND ADJUST HEIGHT 1/2" AIR S> E < 1 • • (WITH A NAILING PLATE IF NEEDED) ' ••'•Q'� AT END AND s• ."' 1 2" •' • •' • TO BE APROX. 1/2" OR HIGHER THAN • fro ES OF WOOD �� •• •• STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE ' d ,S.__Q__r__u__:__� .,4� BEAMS 'a� •� • • '• (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) SCALE: SEE PLAN �1 d C A D . • •. 6X6 W.W.M.1 2" e.• MIN. y ° eD a sD '" dC•p G�,e CA,•, • •• _�\NOTCH BEAM FOR MUDSILL IF REQUIRED -- NAXIMUM _• •� ° w:� f—SUB FLOOR •�• c NOTCH EQUALS 1/4 DEPTH OF BEAM a REINFORCING BAR •� v °•• a 11-II — IOIST •C •>• REINFORCING BAR e•. • e ' DRAIN TILE �� ►I • d \• O •O • •e SHEET METAL / 30� FELT UNDER BEAM AT PDINT • - • II STEEL BEAM 12" OF CONTACT WITH CONCRETE OR CONC. BLOCK - PLATE (BOLTED TO BEAM) SHEET N O■ •a 3, TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SABS BENEATH BEARING WALLS AND COLUMNS. SHIMS TO LEVEL BEAM REINFORE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BE\M GARAGE DOOR BLOCKOUT I �� BEAM POCKET I IPA Vol Z W GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: �-- 1).RIDGE-TO-RAFTERASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3RESIDENTIAL �•T•� 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING < JOINT DESCRIPTION ^ W O When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY- SPACING ,../ A CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT (SEE PLANS) S C TOP PLATE 10'WALL-4.8d COMMONRAFTER TOTAL Q.FT.OF CONSTRUCTION (SEE PLANS) UJ FBI 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMON EACH DESIGN CRITERIA(UNIFORM CODE) 2020 IRC F�1Ji intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TOE-NAIL ,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE }.�... for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top Plate and the wall to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES J rT1 P Plate shall be attached to DESIGN LIVE LOAD(PSF)R301.5 construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL DESIGN DEAD LOAD(PSF)R301ALLS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 _ J UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH U180 W sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING) ` 1•"-ll OVER PARTITION WFCM-SBC LAP NAIL HABITABLE ATTICS AND INTERIOR WALLS AND PARTITIONS HARD 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: 30 INTERIOR(LIGHT FRAME)WOOD WALLS to meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS L/36o Q O TO RAFTER WFCM-SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS CEILINGS PLASTER STUCCO These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the (B"THICK) eo E ) L/36o FIRE ESCAPES 40 CEILINGS(GYPSUM) L/240 GUARDS AND HANDRAILS 200 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE CONCRETE WALLS(6-THICK) 85 accordance with table3.3. TO RAFTER END NAIL sIPWALLS 10 ALL OTHER STRUCTURAL MEMBERS 1/240 Z r '1 GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES EXTERIOR WALLS(PLASTER,STUCCO) H/360 V 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (R301.5)PER 20 SQ.IN.20001Fss (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: 2-16d COMMON PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) H/240 TO RAFTER END NAIL First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) HA20 rT, 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) L/600 U) W E"( responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL STAIRS 40 �a aq construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES ROOF GROUND SNOW LOAD 20 H �( precautions and programs in connection with the work.There are no warranties for a bottom late,3 inch square washes shall be used with the anchor bolts.Anchor bolt QTY. SPACING L , P P g P q EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO PER FACE NAIL p p p p g p P 8• 2-16d COMMONO anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION GENERAL O PATH CONNECTION0 5).Refer to the Window and Door schedule for exterior openings, comers. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE& ENERA NOTE PAGE III 4-16d COMMON INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE co or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2.16d COMMONO.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE �J attached with8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and Sym.: �" W 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with Sd cooler nails at 7"D.C.at panel HEADER TO 16"O.C. FACE FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. P 16d COMMON CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. Q such as bookcases,shelving,pantry,closets,trims,etc. edges and 10 D.C.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL SMOKE&CO2 DETECTORS in table 335a-b TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS:FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO: FLOOR JOIST,BAND JOIST, 2-16d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustrrPnt factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE:1.2 + 1).The General Contractor and Mason to review plans,elevations,details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD f determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. 17 NONE - 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or masonry walls occuring in exterior or unheated interior areas. SILL,TOP PLATE OR GIRDER 4-8d COMM JOIST NAIL 8).coNNECTIONSARouNDEXITERIORWALLOPENINGs: ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMO END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with#5 re-bar,18"loll at 12"o.c..Use approved epoxy for installation. SHEATHING LOCATION NOTES g PP P �' 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD , 5).Unless otherwise noted,all slabs on grade to be 3000 p.s.i..Concrete to be TO JOIST 2-8d COMMONEND NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.C. SEE NOTES:1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: BLOCKING TO: EACH TOE SEE NOTES:1(BOTH FIELDS) to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ride is to be used as a structural beam,the rafters shall either be notched and SILL OR TOP PLATE 3-16d COMM BLOCK NAIL INTERIOR ZONE 8d COMMON @ 6"O. . Sd COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD 6"maximum lifts(layers). anchored of top of the beam or slope connectors shall be attached to each rafter-to-ridge along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O. 8d COMMON @ 4"O.C. SEE NOTES:1,3 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one 3-16d COMM attached with the above requirements. TO BEAM JOIST NAIL Sx16 cast iron foundation vent for every 150 sq.ft.of area. NOTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8dCOMM PER TOE 7).Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-76d COMM JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, � 8).Drainage as required by current N.Y.S.Residential Construction Code. 2).Girders for JOIST TO: r deck joists to be bolted to each post with washers and nuts. 2-16d COMMO PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. SILL OR TOP PLATE FOOT SEE NOTE:1 _ Girders on concrete piers shall be anchored with proper steel connectors anchored 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. �'+ FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. LW For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches D.C. 1).All framing techniques and methods as prescriptive design of current SBC High Wind NAIL NAIL 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION QTY_ SPACING ///��� z Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. 3).Tabulated 4 inch D.C.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0,42<G<0.49,the nail spacing shall be reduced to 3 inches D.C. Z 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS' Douglas Fir. 4).Deck joiss to have blocking at 8'0 D.C.. Lo CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE r SHEATHING LOCATION NOTES 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD W (0 otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION QTY. SPACING SEE NOTES:1,3(BOTH FIELDS) N where needed. 4'EDGE ZONE 8d COMMON @ 6"O. 8d COMMON @ 12"o.e. -1 JLO 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD 'n < O O WALLBOARD Sd COOLERS 10"O.0.FIELD INTERIOR ZONE Sd COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 VJ Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concret piers shall be a minimum 6"above grade. openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: , O m openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7)•All jolts to be supported with hangers and anchors.Each Joist shall also be anchored NOTES _ openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL r QTY. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. '^ O and blocking where applicable. Q 'v^J O 8).Coverd Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 v J t'Y duty g g ) g PANELS 8d COMMONWFCM-SBC 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall '^ nc All flush beams/headers let al be installed with heavy du galvinized hangers and PLUMBING N G NOTES be used. C W v/ anchors where applicable to all connecting joists. 7/16"OSB 3"O.C.EDGE LL 6d COMMO 6).Double up floor joists under walls that run parallel to the floor joist and under bathtu 1).All walertupply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch D.C.nail spacing assumes sheathing attached to stud framing members with O Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction(ode. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. Sd COOLERS on plans. WALLBOARD 10"O.0.FIELD 7).Provide 2-1-3/4"thick microlamz height to match floor joists)around stairwell and/ r 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. ( g (typical). FLOOR SHEATHING: �- other access openings unless otherwise noted(typ ). Q) 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL JOINT DESCRIPTION 8).Dormers running up roof rakers are to be supported by double rafters on either side provide adfquate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING 2).PROVIDE SIMPSON HANGERS AND«NCHRORf WTI IING AT 10-0 2-MAx TRIPP EIMUM PROTECTIVE cOATIISTANCES ONR NON G FOR CONTACTEWffH ACQ. where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN.SQ.SQ GRADE FLOOR 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. o HVAC SYSTEM NOTES I"OR LESS 8d COMMO 12"O.C.FIELD (5.7 SQ.FT.2ND.FLOOR) 9).Provide blocking/bridging in floor joists at 8'0 D.C..Use solid blocking in floor joists MIN.44"SILL-AFF under all bearingWalls. NYS Residential Code R302.11-FIREBLOCKING REQUIRED 1).Mechanial subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horimntal) requirements. NOTE: and to form an effective fire harrier between stories,and between a top story and the roof space. 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2).HVAC sbcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. 1).In concealed spaces of stud walls and partitions,Including furred space:,at the celling and floor equipment Suplier. levels.Concealed horizontal fumed spaces shall also be fireblocked at intervals not exceeding 10 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based wall sheathing feet.parallel rows of studs or staggered studs.Batts or blankets of mineral or glass fiber shall be allowed m fireblocking In walls constructed DRAWN BY. F CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC sbcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing SOIL COMPACTION: using Contractor ad owner for final review and approval, is nailed 3"on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all Interconnections between concealed vertical and horizontal spaces such as ocau at soffits, 12).Unless otherwise noted use 3/4"thick T&G PITS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL drop ceilings and cove ceilings. ELECTRICAL NOTES: mear mbers shcapacities,lnailing rd.or ents rnate structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. �/J �/w o�+ adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed members shall be doubled,or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spear 1 LJ L over subfloor as per manufacture's instructions. such as shear plates,Shall be used t0 maintain load Patti. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stain shall comply with current N.Y.S.Residential Code. 1).All electcal to be installed as per N.Y.S.Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557).COMPACT THE 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOIL AT 12'LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and Boor level,to resist the free passage of ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electcal work shall be approved by a qualified Underwriter. 2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. SCALE: SEE PLAN to have regular 1/2"sheetrock.All walls to be taped and finished. to be reduced toll-16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 3).All electcal work to comply with 2014 NEC. 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4)•Install Soke detectors and Carbon Monoxide detectors throughout as per section R314 torch down type material over. and R315 orRC. 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G SHEET N O. be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL INSTALL WITH CAP AND BASES.USE WITH FLASHING CAPS TO COVER TOP A- 16