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HomeMy WebLinkAbout46123-Z o��cuEFalq�cQ� Town of Southold 11/18/2021 - P.O.Box 1179 0 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42555 Date: 11/18/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 205 Knollwood Ln., Mattituck SCTM#: 473889 Sec/Bloek/Lot: 107.-6-11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/1/2021 pursuant to which Building Permit No. 46123 dated 4/23/2021 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including entry deck,to existing single-family dwelling as applied for. The certificate is issued to Kubetz,Jacob&Jill of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46123 11/9/2021 PLUMBERS CERTIFICATION DATED 10/19/2021 n Npktucumbing/q Autho ' d S' afore i ao�SU4F �cpG TOWN OF SOUTHOLD BUILDING DEPARTMENT o TOWN CLERK'S OFFICE Wo . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46123 Date: 4/23/2021 Permission is hereby granted to: Brooks, Richard 255 Knollwood Ln Mattituck, NY 11952 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 205 Knollwood Ln., Mattituck SCTM #473889 Sec/Block/Lot# 107.-6-11 Pursuant to application dated 4/1/2021 and approved by the Building Inspector. To expire on 10/23/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $724.80 CO-ADDITION TO DWELLING $50.00 Total: $774.80 B in ector o��OE SO!/r�ol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 117 Southold,NY 11971-0959 Q roger.richert(a)-town.southold.ny.us �` � 00UNT1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Jacob Kubetz Address: 205 Knollwood Ln City: Mattituck St: New York Zip: 11952 Building Permit#: 46123 Section: 107 Block: 6 Lot: 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Lowell Electrical Cont. License No: 3211-E SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1 st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 47 Ceiling Fixtures 18 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 11 Wall Fixtures 11 Smoke Detectors 6 Main Panel 200a A/C Condenser 1 Single Recpt Recessed Fixtures 22 CO Detectors 2 Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliancesdw Dryer Recpt 30a Emergency Fixtures Time Clocks Disconnect 200a Switches 32 Twist Lock Exit Fixtures 11 TVSS Other Equipment: 1.5 KW steam generator, gas cook top, 9-kw oven, 56 ft of track lighting, 1-50 A car charging station,4-smoke detectors,2-combination smoke/co detectors, 19-ARC fault circuit breakers, 1-combination GFCI/ARC Notes: fault circuit breaker. `inspector Signature: Date: November 9 2021 81-Cert Electrical Compliance Form.xls . ... .. ...... .....4 .. .... .�,.:...... .. .. Town HaIi Annex Telephone(631)765-1802 M3751 nii RRoad Fax(631)765=9502 P O Box t 179 SotOp1d,.NY 11971-OM: r E. TtLDTNG IIEPARTMENT TOWN OR SOMHO) C XRT,I FIC.AT.16'N A'4t,..... :..:::.. Bu11d1ng.Perm*1t Noy. .....:: Owiner: �Ub��-� leas rtrit ..:..... .........::::;:. ... ,.:....... . . . ... . .. :(Please print). I:cudfy that:the:solder;used.ln the water supply system centaltl$;less.than<2I10::of I%: lead: lum ers Sigi ature.) Sworn to beforeme this. �Ct II . day off. OCto L.Ve, f. 2;O:i�• CHELSEA L. CHALONE - Notary Public, State of New York Registration f#01 C.H6287106 Qualified In Suffolk County NotaPlzbllo � � � Commission Expires Aug.5,20� ry ; L' � tlttty _. .............................. ....................._. .... .. .. .., ......... ..... , .. .............. ..... . ........................ .. . f -44/ laf souryO� f TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 r. INSPEC ON [XIFO NDATION 1 ST [ ROUGH PLBG. NDATION 2ND [ ] INSULATION/CAULKING �MIN_ /STRAPPING [ ] FINAL [ "] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS:f��_ 10 ovi DATE °� ao�� INSPECTOR . OE SOUIh°� TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 r 11 j INSPECTION . ] FOUNDATION 1 ST [ ] ROUGH PL13G. ] FOUNDATION 2ND' [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE`& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE /. INSPECTOR WV� laaf suit TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 FOUNDATION IST OUGH PL13G. FOUNDATION 2ND [VrINSULATIOWCAULKING FRAMING/STRAPPING FINAL FIREPLACE & CHIMNEY '- FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) - CODE VIOLATION PRE C/O REM,ARKS: .f- CZLA�� ., U 0 10611 DATE INSPECTOR -� U UU � a3 pFSOUIy� �o # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 - INSPECTION [ ] . FOUNDATION 1ST [ ] ROUGH PL13G. [` ] FOUNDATION 2ND. [ ] I ULATIOWCAULKING [ ] FRAMING/STRAPPING [ FINAL [ . ] FIREPLACE-&-CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION,- ,'[ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL.(FINAL) [ ] CODE VIOLATION = [[ ] PRE C/O REMARKS: �ti Grit7f • gvm�� N �✓"C � �S ivy C14- DATE CSI ��� �� INSPECTOR OFSOUTy� Z_pt/ ��b e1 Cly"Q�l� ��`V� �*7707WACJC,, h� # * TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECT100 [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] 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 REMARKS: �31- 3rz- 7 ( 7r DATE l INSPECTOR. e.. : " ) F;; M� �� .t s�,wpf�^ � �� � � �4��� "'��,�- ry�� �2�... 5 � U y r� :. 4 ��q�` Y�, vii �$'�Ly�� .. ry fiX S s �t ke. � .ara. .. -,v��d ��«t-.. M,:.' `:c M' e i �.b I! I ;y. ..Ti ax / _----" a � FIELD.INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) • t l FOTJ�iDATION(2NU) oCA ROUGH FRAMING:$z o V PLUMMIN,G, V , INSULATION.PER N.Y. y STATE ENERGY CODE FINAL'. ADDITIONAL CO1VIlu1ENTS Vil A "Id 21f 91 ' . r 4. V f 1 O 10 m �. . . . . • sem. =a,A4F0lk�o2 TOWN OF SOUTHOLD—BUILDING DEPARTMENT h x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971- 0959 0 0• a�l� Telephone (631) 765-1802 Fax (631) 765-9502 httl)s://www.southoldtommu.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only ? PERMIT N0. Building.Inspector: APR — 1 2021 Applications and forms must befi.11ed out in their entirety.'IncompfeteT?f 'f*�3PT'. applications will not be accepted. Where the.Applicant is not the owner,an Owner's Authorization form(Page 2)-shall be'comp'leted. Date:3-16-2021 OWNERS)OF PROPERTY: Name:Jacob Kubetz SCTM#1000-107-6-11 Physical Address:265 KnollwoodµLane, Mattituck, NY 11952 Phone#:631-766-6397 Email:jacobkubetz@gmail.com Mailing Address: CONTACT PERSON: Name:Nancy Dwyer _rx_R Mailing Address:PO Box 1569 Southold, NY_ 11.971_ Phone#:631-739-4617 &mai!v_dwyerdesignsminc@yahoo.com DESIGNPROFESSIONAL INFORMATION: Name Nancy Dwyer, Designer _Yr�._„_-� Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name:CJM Carpentry_LLC Mailing Address: Phone#: Emailcjmcarpentryllc@yahoo.com DESCRIPTION OF PROPOSED'CONSTRUCTION ❑New Structure ❑Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other Interior alterations and updates,front porch addition,windows,siding $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property:single family residence Intended use of property:same __ _ _-- _ .• Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_40 this property? ❑Yes ®No IF YES, PROVIDE A COPY. B Check Box After Reading' a owner/contractor/design professional is responsible for all drainage.and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone „ .ATIO, IS H,. 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 B riot ): ®Authorized Agent ❑Owner Signature of Applicant: Date: ��(� • Z� CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York SS: No.01 BU6185050 COUNTY OF Suffolk ) Commi,slioied inn ExpSesApruolkil14nty 2 OD-2) Nancy Dwyer being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Designer (Contractor,Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this ��" day of I� C t 00 20 a� Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 ..ass>�' � '`"n ,{r*rw.rte.r ,$+ rax +::... � k: '`.3'b:.�v.-+k...3- *•'`' v..,ac-;i+c* "sY n *sw2",.�Lsa.�.i-b- 7:'IS ^7°' y s 1:,,x s rT ,Ry ;'' ei61s'��.,w��"u�.sL:''y�j�, .#e by;.'Y, 'w�'�- �' t ° ,est v �^€ S,a.«-v.3.rs�'�' "k„ry r «,` a✓r t "� ; r,..1, ° �e. r � •#' � ti �'� ri s � F^� 1 1.» r, � `fix"- s �� �rth3w;,,, �ri jr� 4 # ,r r i 1 �� r.�,„�,'_,x �a•1 ,a �„�+.�*� va ^5 •, � Sj a .tfy� 53�,,,��e�k"ei`�! ^2�',�€r x .� �� 2 ^"�Na.�'R�'.'.�+a'"r'"rt',.;.��Sy�; ^","',�y,+,»�,y}.L`°,7,wv,^a��,,..y"y*.os�'ttu;�`-� .�.e° t�'� � .y 10 rr.,,w„b't�»..,,��'s � � � .2�..� ,vt• z.at...4�:s j �„,2owrA+F�rnm,v,a'. W.7s:+�.t,:•.n.*.w.^ a�*.,.n.y>� •«.a... a,�r }> .,,.,� rnnr�,Pi�•'x.*��t�e� l 1 i f ., � Y . Y` Y.” �'- «, �. � �. , - a 'i.-, a R': s �. r t - ► -a+ t; '+:..: ti.: 1 ..s' i— : t -,� � . R.. fir,a7. 1 - .. �•1'tt` 6 i!i <"' _. i A 't i.R.i _"`y h . : 1 it � R �.. •..'. a 1? f ..,. t i.. .:1. r ..� 4'. r 7 r 9a r- 1:," Y' ,..1,. j Cal k T t Yr: 'R- ' r s... a �Y a �• ot i- to Ill 1.7r1 L 1 1 t - o�oSufFoc,�� BUILDING DEPARTMENT-Electrical Inspector c TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 rk'yjj�� Telephone (631)765-1802-FAX(631)765-9502 Temporary Certificate # Date 2021 Customer Name I/ Electrician Name Address U&W hone (p e-mail e-mail FZ 7 O . Phone License# Size_Q_'�A Phase T Overhead . Underground _ #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification i id. 90 days from the da above. Authorized by ---------------------------------------------- BUILDING DEPARTMENT-Electrical Inspector _ SUN 4 ,202 :•. TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 sY ,s t Southold, New York 11971-0959 .'- Telephone (631) 765-1802 FAX (631) 765-9502 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: ��x,00 Z-- �C 7,1,-, c Name: License No.: email: ,/ 7,� -Phone No: y 01 request an email copy of Atertificate-of--Compliance°- - Address.: JOB SITE INFORMATION (All Information Required) Nam C 112,Address:abfI Cross Streit: Phone No,.:___ ... Bld Permit# email-.., . Tpx..Mpp Qist Ict, __: 1000 Section: p Block: Lot: BRI EFDESCRIPTION:O.F WORK-(Please Print.Clearly) Check All That Apply: Is job ready for inspection?: Y DNO ORough In ❑Final Do you need a Temp Certificate?: YES 0 N Issued On Temp Informati (All information require Servi Size 1 Ph 03 Ph Size: 0 A #Meters 7 Old Meter# -foNew Service -[]Service Reconn t Underground F�Overhead # Underground Laterals -Ell 02 MH Frame Opole Work done on Service? OY ON_ Additional.1 nforrriation Y. All PAYMENT DUE.WI.TH APPLICATION. . .. Electrical Inspection Form2020.xlsx BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD o z Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 �yfj0 ao�� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(c-southoldtownny.4ov— seand(@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Lowe, L;�I earzi Electrician's Name: Fiecl n2ao I GL- License No.: % Elec. email: p we l I eIQ C&(C' rin.a,1 G OgA Elec. Phone No: G51 -(as 4_ 1-1-1 ❑I request an email copy of Certificate of Compliance Elec. Address.: ISs (•2 0ArIJ6nye- ae-JPOeJ JOB SITE INFORMATION (All Information Required) Name: v Ive,�Z Address: SOS 1L-n oi' way La r�/l�- fic,� Cross Street: G r2a ricl A ut m Ue Phone No.: (o3 1- 6Sa -a o6Lf Bldg.Permit#: 4(c 10-)a email: Tax Map District: 1000 Section: o-7 Block: lP Lot: I BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): A-14e/a-aA a n 4-o how-&. Square Footage: S p Circle All That Apply: Is job ready for inspection?: E2---'Y E5 ❑ NO ❑Rough In ❑-Final Do you need a Temp Certificate?: ❑ YES�U 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❑Underg round❑Overhead #Underground Laterals 1 72 M H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION � 150 1 Town Hall Annex ;- d� '� Telephone(631)765-1802 54375 Main Road { Fax(631)765-9502 P.O. Box 1179 Q_. Southold, NY 11971-0959 BUILDING DEPARTMENT .NOTICE OF UTILIZATION OF TRUSS TYPE'CONSTRUCTION. PRE-ENGINEERED T WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: V-U[2&f _ Location of Property: Lt, MPA Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): dam LAI Dull w Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 �— _._—.'_— ,-....� —_.� ..�.,— ..'-- .•.+.�v.rw—...".. — •• .e_ .. .. .. _ .- -. _ _ .. . ....._, - ........—..-..a,......�..._�_ _�_.... _.«-�...�_.. �., _ SOL^+.}.J_.�.. _ i LANE N 71a4'7'o0'E, --100, 150:0 to Gyand Arils_--ap- aa3*M ax )< t R'74 �o N 7 plGxoarip r� N1t».P OF PP2.�f�E/2TY RD �: �„,--+.:, .,...��_ x+. � -srr •ryp.�..;v--...<•.•:�.. o- ...y_r-. ,. ...,,..,.p c•:-;w.r .a,-�1" '��'�iE91�t 7�D ����I�"a«l�� �`_ .y/ - . - k..s^-_� t e • 00,MIS SURVEY IS A VIOJATM OF (� 1CtON 7M OF THE NEW YORK STAVE ;'• TAXArON tAW. (!3 ':OFIES OF THIS SURVEY MAP NOT SEAR01, IN LAND SURVEYOR'S INKM SEAL OR +L CO BE A VAUD TRUE COPY CJJAKANMS INDICATED H aom SHALL RUN PAY TO THE PERSON TOR WHOM THE SWVI IS FREPARW.AND O.V HIS BEHALF,TO THE TITLE COWATBY..x-OVMNMWAL AGVHC� � LbaMG INSTITUTION LIsm HEREON,ANT^ _ 13 THE ASSIGNEES OF THE WWING IM n r FIMM-GUARANM ARE NOT TRAMK,,- o`a A$iF.'ET10WAt �� -}tie �u•><!-Loki �cav�,�'a�� �a�Ik a� f 225GYV&_LfeC( Augost 4, 1965. S. 7z"47,tp'`►at+: S.'71-oe'4o"W- SCA L E: 5'0 S1 .AGA AAERI7? O Maw G. ICS`� 5�:� LAN© KUbCtZ esu ence PROPOSED REMODEL 57 1°08'40"W 5 .22' 572-471 G-W 48.80' m N W O O m _ ro m I I I I i 1 I i I I i I 1 N � EXISTING POOL 1 IL IL 0 J W 51TE PLAN u EXISTING HOUSE c� SCALE: I'-0" „ = z FOOTPRINT TO Is p SCTM: 1000-107-G-1 I REMAIN Information taken from: survey prepared by Roderick VanTuyl VanTuyl * Sons, Licensed Land surveyors Fn Greenport, New York z dated August 4, 1 9G5 p ,,3;, PROPERTY AREAS: O Existing Lot Area: 29, 15 7 sa.ft. Exi5tlna House: 2003 sq.ft PROPOSED NEW __PROPOSED WiOn Pool: G 4 8 5,1.Ft. COVERED ENTRY ADDITION UNDER EXISTING LOT COVERAGE: 9% PORCH EXISTING ROOF LINE Area of Addition Includes: New Front Porch N Addition to Bedroom UNDER EXISTING ROOFLINE Extent of NEW Con5tructlon: 9 1 5Ct.ft. o tq� PROPOSED NEW LOT COVERAGE: 9.4% z w ' N7 1°47'00"E 100.0' °A �° 057 � `' KN O LLWOO D LANE RoFesstor��`ti UNAUTHORIZED ALTERATION OR ADDITION TO TMS DRAWING AND RELATED DOCUMENTS IS A VIOLATION OF SEC. 720"OF TYiE N.Y,5. EDUCATIOV LAW U) Consulting Engineer: Jake JIII KUbetZ DRAWING: Site Layout NANCY DWYER, DESIGNER NICK MAZZEFEKKO, PE ALTERATIONS SCALE: As Noted 255 Knoliwood Road Southold, New York • G3 1-739-4G 17 Greenport, Nev York 5 1 G-457-55OG UPDATES DATE: 3. 1 G.2021 rn Mattltuck, New York BY: Nancy Dwyer V 1000- 107-G-I I L P� uNCtZe51 VnC � � z � � ' w Q m z PROP05ED REMODEL � JW U Q ocnoo� 7 O N L �z O � O Z U O N Lf� t O Ln - - - - ---- --- - - O LLJ LLJ i { i J II Q , WII, 4 J1 I CW 14 L ILLI 4 R 1 CW 1I4 L CW11j4 R -- zl tLc WIJ5LCR ILCWI5 R : LLJ 1L Ln O ,... I ry L�Y� d' Lu LLlLL- Lu FRONT ELEVATION Q 3 SCALE: 4" = I '-O" -- -_ -- -- PLUl,SER CER TIF/CATOM U � nnl I F-A z � Lu `N;,I _ � ' h-" ��<,,.,� �•-�- x�' ,.�',I SYS 1 t,v. a:ffi, .,:y<a�..'\\.:<\YZ: ;: •� r�p,. ;�.., � '�,B'.�•.., s'Sg`e'N q x. ,add P':' i' �i,<° __ EXCEED 2/10 OF I% LEAL,. 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' eREQUIREMENTS OFTHECODE, OF NEW 4, Wig, V. ++ YORK STATE. NOT R FOR � DESIGN 0R CON ERRORS. ELECTRICAL INSPECTION REVFRE] : COMPLY WITH ALL CODES OF NEW YORK & TOWNCODES OF NO>.\\ A REQU1RED AND CONDITIONS OF M 41, PLUMB"PA OARDi WOD TOWPL NALL PLUMBING WASTE a PUTHOLD TOWN TRUSTEES &WATER LINES NEED 0 TOTING BEFORE COVERING 0. 0 OFESSt0�P~ zQZ Is J� UNAUTHORIZED ALTERATION OR.ADDITION TO THI5 DRAWING AND RELATED DOCUMENTS IS A VIOLATION OF 5EC. 7209 OF THE N.Y.S. EDUCATION LAW L � � N O_ u NN Q j Z � -- ------ -—---- --- ----- — J W ". 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EDUCATION LAW EXISTING WALK OUT 7 N r u O ps z_ J W � UQ >- EXISTING 2x8 STRUCTURE TO REMAIN EXISTING BASEMENT ca N _%[ N z N\ E U O NEW 7 4" LVL JOISTS NLn 515TERED TO EXISTING FJ N O WITHIN TH15 SECTION Z (f) Ow SECTION SECTION 5ECTI011 SECTION Q D C B A Q � I� FOUNDATION WALL LEGEND: ►� Ln EXISTING FOUNDATION WALL TO REMAIN EXISTING 2x8 FJ C Q z NEW 2x4 STUD FRAME Q O IT n PARTITION WALLS AROUND w � u Lu STAIRS; R-1 5 INSULATION AREAS TO BE REMOVED W u ct� � � °��- �— �" DRYWALL TO STAIR cp � lL XLu 51DE OF FRAMING C CZ FOUNDATION NOTES: N o EXISTING O N } CRAWL SPACE o 7 • DOUBLE JOISTS UNDER ANY PARTITIONS z Lu I UP w RUNNING PARALLEL o NEW 2x8 FJ FRAMED w •28G8PROVIDE BRIDGING THROUGHOUT ENTIRE WITHIN OLD STAIR OPENING w/SWEEP FLOOR SYSTEM, 6-0" o.c. U 2 _ EXISTING DROPPED GIRDER_ I� _ • SUBFLOOP,ABOVE TO ALIGN IN HEIGHT, Z EXISTING LALLY COLUMNS NEW WITH EXISTING, AT ALL NEW J015T LOCATIONS is FOOTINGS ALL TO REMAIN • VERIFY MINIMUM R-25 WITHIN ALL AREAS CARRY NEW FJ BACK m W o TO EXISTING GIRDER Q ~ w w � F n/ zz z — v EXISTING x Lu BASEMENT W u- zv x IoW U' I NXLu o� EXISTING w N Cu 0 z v LU r cx CRAWL SPACE z ~ z F W EXISTING DROPPED GIRDER EXISTING LALLY COLUMNS Q z FOOTINGS ALL TO REMAIN SECTION U N I E z o —A Q secrlori 2- 2x8 RIM BOARD OUTLINE OF NEW FLOOR Z o v 2x8" ACQ LEDGER BOLTED AREA ABOVE 3 1/ 211 SECTION 00 TO HOUSE FRAME WITH 5" E Q "LEDGERLOK" SCREWS @ I G" O.C.; PROVIDE SOLID BLOCKING, INSULATION c — HANG D.J. FROM LEDGER WITH $4" PLYWOOD ON UNDERSIDE 2-2x5" ACQ GIRDER N(a) — SIM-SON U�>�COW4ECTOP, 2 CLOSED CELL SPRAY FOAM HCTION AND R-1 9 BATT INSULATION 6" X G" P05T ON 12" A OF IV 0-3° G'-3" SONOTUBE W/ POURED WITHIN CANTILEVERED JOISTS p,1E FW Yr CONCRETE FOOTING Pg J. 1q�, O�� G, 20x20x8"deep, MIN. 3G" BELOW GRADE (TYP. ALL DECK FOOTINGS) ;'baa G'-10 1/4" 13'-G" FOUNDATION PLAN ?; OUTLINE OF DECK ABOVE; _ _ _ �;� PROVIDE I x 10" RIBBON BOARD CONTINUOUSLY AROUND SCALE: 43 SECTIOII SECTION --- ^F D C UNAUTHORIZED ALTERATION OR ADDITION TO TM5 DRAWING AND RELATED DOCUMENTS IS A VIOLATION OF SEC. 7209 OF THE N.Y.5. 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TRIMMED — C iiGC 00745 0 0.300 12 X + m OPENING NEW MASTER BATH Wlrtdir,•el:Vino•."F%rcj:as4Fr QeUb,CPa•,eWith;CW-E afa v Lf) � O 11.31:(3 72 g Y 513°�0.29 Ln O QU,. EXISTING BEDROOM rl_xzn1_w wa rUSo, uM Beene.=sr. e 2.003 250 oo 0.03- Ts —�� aC e h RELOCATED enr ,ante Sea R:k,ent. rf`,e O 1--1 I' r`u'g prUOnsed bviidirr�ttPslTn d:tcnlld hexa rs tansistei,b a•`eh the ku.'d;ftj t:,:ret,9�4•r,5catraer5.aniaN,e, taitsw!ation,euG^*x;�W w 1'1 SR`e rllnn t aGGiita.i0"T'x;orc�:s3 h_ming lyre boon de,;,Jtu`d to""C'.qm 2L>3$Mcc:sgviremerts 9n co QZ RFSrh.`til NasrCn,A"SCtdik-wrb,Ind".0 Can;l;lywitPt!:19 mddviwYi'e",l"'r'xlrplks ixit#Tl ir:thB AEStI,e>._i;ns(rhr"icorC?1&'1.h5t 36" KNEE WALL l9 zMaine ,"tio 9 D 7-7 114" 8'-8 u2" 9'-7 114" — - 0 2 3/ ''- — — v N = EXISTING CJ X TO REMAIN Lu z (� U 2068 DOOR SLAB O SECTION 5ECTION SECTION SECT10rJ HUNG ON TRACK _ D C B Q 3'-4 I/4" 2068 TRIMMED — OPENING W AXW41 CX 15 R CX 15 R CX J! L CX 1 5 L CW 135 L 2668 LINE OF EXISTING n Q C H - I I — 9 J CHANGE - - FWOD3168R I 1 — = WALL LEGEND: 1 S r I -- _.acke.A I' 11 T I �� - - I llX36 KNEE WALL!I -- \� AREAS TO BE REMOVED I LIVING AREA I r-� - v III L I I W � {--- , b l—.I fL Ln KITCHEN - - z I -�- m IH U - u-1 _ 4'-y113n6' I � I— ,' �� 2'-6' i EXISTING STUD FRAME WALLS/PARTITIONS � I�1. I C� Q � L { _ f TO REMAIN L AS IS. PATCH ANY SURFACE � t, 11 z � O u� — 2468 — w z d ', 1 _I I 1 w = W 1 � z- � Q MATERIAL IF AFFECTED BY CONSTRUCTION � � o , EXISTING BEDROOM N EXPOSED CROS TIES w w Q N - o~n x O 71, v I RENOVATED Lu W TO BE WRAPPED w/ I x Q _ o 1/ " �'' 1 1 v so.FT v - - 6'-8 I'41 EXISTING STUDE 02 FRAME EXTERIOR WALLS TO W O ; I TRIMMED --- --�1_L_�_ s z%VEIJr REMAIN, PROVIDE I CLOSED CELL R-I I BATT N Q Tc N OPENING L ! INSULATION WITHIN EXISTING FRAMING - DRYWALL 3 U I 306 DO R LA `� TO INTERIOR SIDE OF WALL. HARDIE LAP SIDING z 4't8 P3/16" 4'-8 13/16 O 1 C I I HUN- ON TRACK - U' N ----r - - _ - N I Q O 1 W CEILINGAREA OFI OA z don 2668 NEW CONSTRUCTION U i N cn 36"TALL KNEE WALL ABOVE 5UBFLOOR c o. 2"X 4" STUD FRAME EXTERIOR WALLS FRAMED @ I G" ON CENTER. I" CLOSED CELL 1 AROUND STAIR OPENING z < 8'-0"C.H. N SPRAY FOAM INSULATION R-I I BATT, ' '3'-5 1 1 fl G' 1.N, 7-3 8'-5:: 2'-2 1/ z Q = 2'I - - - 4068 { I I I z z w m co bypass PLYWOOD SHEATHING ON EXTERIOR, HOUSE WRAP w m tsD closet closet SIDING TO BE HARDIE LAP OR AS SELECTED m 2468 stove* I I 11, x O j y_I w BY OWNER; Z GYPSUM BOARD ON INTERIOR SIDE - � - - — �masonry lab 2668 I8 8 2668 -J 4068 8'-0"C.H. ss 2"X 4" INTERIOR STUD PARTITION, POCKET I t:'--'— I - T'- II YI' = PANTRY NEW GAS STOVE,! 3 1 3 o" S.o' linen w/ I LAYER z" GYPSUM BOARD ON EACH n ❑ w FLAT AREA CARRIED u 1- BEDROOM z 8'-0"C.H. - SIDE U B D ROOM USE MOISTU NSTALL AS PER = I 1- U _ RE/MOLD RESISTANT U ~ 1, INTO CLEARSTORY• U L co Q MANUFACTURER _ C RELOCATED c9 BOARD IN LAUNDRY BATH AREAS USE 'NOTE: -__- - - r is D. i 1 � � 'I z � W I — T L_____ J \�J SE@ DOPMER 11050rT. - CEMENT BOA D N E IFICATIONS - ' R O ALL AREAS TO RECEIVE TILEI SP G 8-0" GEILINGtiT. TI L�i - cv s 3%LIGY1 4068 �ALL PLAT E � �, � � �I - �VENT IN OFFICE � PANTRY I I -� 1 - C'� z I 'b ass I O v r YI' x I I w �- EXISTING BEDROOM — closet ALL WINDOWS TO RECEIVE 2- 2"x 8" HEADERS ABOVE m z w 2868 �' n EXISTING FRONT V✓ALL TO BE I RENOVATED w/ 2- 2x4 MULLION BETWEEN ANY PAIR. NEWEXTERIORLL! 1 78 so FT �_ TRIMMED REMOVED THIS SECTION. e3%uG T DOORS TO HAVE 2- 2"x 8" HEADERS UNLESS x O OPENING s.2%VeNT HOME OFFICE TECO Lu i--- TO P - •c.o. P LATE TO REf✓IAIN• INSTALL . — . v OTHERWISE NOTED; MATCH HEADER HEIGHTS T EXISTING O EX S G tsD DINING NOOK � ENTRY III - � 2- 7 4 LVL HEADEP, DIRECTLY 1 2- 9-" LVL HEADER I m FOR ALL NEW FIRST FLOOR WINDOWS. Lu - 4'4" 13' I 12" 2 r` 2668 _ T UNDER WALL PLATE. SEE SECTION I '� FLUSH � ECO I TO EXISTING CJ - . — • NEW INTERIOR TRIMMED OPENINGS AND DOORS TO HAVE 3 Irl ' - ii LVL HEADER I II NEW x I 29 HEDR 28CJ I - W 1 5 L CW 1 5 R CW 1 5 R 2- 2 2x8 HEADERS ABOVE. OPENING DIMENSION AS T N 8-0 C.H. v � I II S OED. � FLUSH TO EXISTING CJ P,251 AP.2 I AP,251 - — 7'-4 CEILING @ I IsOC b nch#cobbles a o I ° X THIS AREF closet • PROVIDE A MINIMUM OF HD R-30 BATT INSULATION U o NEW 2x8 CJ m `,i N 4068 ^5ECT 8 9 bI -Jypass; WITHIN ALL EXISTING 2x6 CEILING AREAS. z o CW 14 L@ 16" OC A2 14'-9" EGRESS LINE OF RP,FTER IfJTERSECTION_ E'I Ill Da I I EXISTING RAFTER OVERNANJ, CW (-V/ 4 F'. Q — 6'-3 I/2" 4'-8" 4 1/z^ s'- 9/16" 2'-9 is/16' 5_9 I/2 . . • PROVIDE 2" CLOSED CELL SPRAY FOAM INSULATION Z 9'- G'-5" WITHIN RAFTERS, FOLLOWED w/ R-15 BATT INSULATION IN ALL ^5ECTiON i 'ITCH w/ NEW ENTRY PORCH CROSS TIES TO ALIGN WITH 1_3 1/2: GW 14''L CW 4 R P.AFTERS - - PITCHED/VAULTED CEILINGS. E - INSIDE DORMER SIDE WALLS N 8'-1 1 1/2" =----8'-1 1 1/2" v - 2- 2x8 HEADER -WRAPPED 'w/ T� — — E of CEDAR, EACH SID s[cnou stcroN O AND ACROSS FRON B s J. M 2 � 2 Gx6 POST CARRIED— DOWN ARRIED DOWN TO FOOTING. WRAP w/ I x AZEK �' w PROV. CAP t BASE 2tr SECTION �� Q 095 ��� C ESSIONPN- FI KST FLOOD PLAN - 4 SSCTION D SCALA: I 4" = o" UNAUTMORIZED ALTERATION OR ADDITION TO TdI5 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF TME N.Y.S. EDUCATION LAW L 7 N ? u N p CD i' C) cn p m I I II I II I I I o N 7 L I i I y O Q — - -- - - -� LLJ O N Ln O I I I j L� I O z I III W LU CD p (f i- I I I I, O Q NEW 7LVL RR @ 32" X secrloN WITHIN SHADED AREA SECTION sECnorJ Sr_crlorl "' Iii DOF EXISTING ROOFLINE C B A J y} EX15TING PA-TER OVERHANG - -- - -- AND SOf FITTO REMAIN II III II'i I ' I i W �I I - � I , l O C O N N ---- ,10 Q ROOF NOTE: w GAF 30 year architectural asphalt W L Q roof shingle over entire roof area. N II z w New areas to receive 15# felt over Q z III LU � c LU � F' o I o �O 8" CDX Plywood sheathing with Ice o o I o cis I o SII I �, �P z I t- Weather Shield at all perimeters — —r —F J -- LINE OF CEILING BREAK - -- VI - a CZ z - ill and valleys. U z z I I C� iv w Z -iv I � F-- z , oIl �n RUNOFF NOTE: - - i = 'I LU i w O = x N Gutters continuously around; w z Leader locations as per w III z p a -- installer - all leaders drain to N EXISTING RIDGE U u X - -- -—EXISTING RIDGE - J 4" 0 PVC pipe to new drywoII5. o F POST POST NOTE WHERE CJ REMAIN N TYPICAL ALL LAYOVERS - w O I N z REINFORCE KOOf z BOLT To RAFTERS wi 8° ROOF RUNOFF CALCULATIONS: w INSTALL NEW CT 32 OC TO -' W — R O STRENGTH _ 1 LAG BOLTS WA - - -- ------ LINE of celuNG BREAK z 2427 x . 167 x 7.5 = 3039 gallons of runoff a/ S E R5 3 300 19/1x (5'-0"10.0 capacity = 300 Ballo s z 0 � I O w U z Runoff Containment Re uires: — III; P -- -- - -- o � 18 r— O o W (3) 4'-0"deep x 8'-0" Q� ring W > LL_ 12 (provides 3600 total capacity) m 0 0 JP C9 � l� W W CZ x O v J� R/ - - -- - 10 = w z O� W - - o ~ m z ~ — — 2x8 RR 16 OC + O F z P cv @ FZ o w cn N O > 12 2x8 RR @ I G" OC x 12 47a w '� �+ z �4 a Q W z - 2- 7 " LVL HEADER -1 I� 2- 92" LVL HEADER U DROPPED UNDER CJ FLUSH TO EXISTING CJ z 2- 941 LVL HEADER Q FLUSH TO EXISTING CJ 2,8 RR @ II IG" OC �II Z 1 2 z 461 I I I l �--F CTION _XISTING RAFTER OVEPHANG FITCH 2it8 RR @ 16" OC I i E F CH I AND soFFIT To REr✓AIN EXI5TII,IG 3'-O" OVERHANG - - - - - I SECTION TO REMAIN; NEW WALL OF E - - - -2x8 RR @ 16" OC - BEDROOM TO BE BUILT WITHIN OF E �� �' Y �4 J LIMITS OF EXISTING ROOF nt SECTION SECTION 7 B A a r} t r a wu � SECTION SECTIOPJ �' p��j fie= D C '0 0 �� ROOF PLAN OFFS,10�P� SCALE: 4' UNAUTHORI2ED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7203 OF THE N.Y.5. EDUCATION LAW L N 73 Q - GENERAL NOTES: O +> N • N e information on this set of construction documents is to relate basic design � Q � z intent and framing details. They are intended as a construction aid, not as a substtute for generally accepted good building practice and are in compliance with EXISTING RIDGE current New York State Budd Budding Coes and the 201 8 R.C. The general contractor w is responsible for providing standard construction details and proceduresLU to ensure a } professionally finished, structurally sound and weatherproof completed product. NEW 2x4 CJ @ I G" FLUSH TO EXISTING ROOF STRUCTURE LUQm • General contractor to coordinate all subcontractors, scheduling BOTTOM OF NEW HEADER: *SHEATHING TO REMAIN; NEW of work and interaction between trades. TECO TO LVL ASPHALT ROOF SHINGLES • The contractor is respons ble for ensuring that all work and construction meets 2- " CB @ I G" OC --� Mp�\J NEW 2x6 CT @ 32" OC or exceeds current federal, state and local codes, ordinances and regulations, etc. �O These codes are to be considered as part of the specifications for this budding plan. NEW I x A7-EK FASCIA s BEADED • If in the course of construction, a condition exists which disagrees with that as SOFFIT IPJ PLACE OF FX15TIPJG EX x R-30 HD indicated on these drawings, the contractor shall stop work and notify the designer EXISTING WALL TOP the engineer immediately. Should he fail to follow this procedure and continue work, PLATE TO REMAIN he shall assume all responsibility and liability arising NEW 2x4 INTERIOR therefrom. O 2- 7 " LVL HEADER RIPPED NEW 2- 7 L" LVL HEADER STUD PARTITIONS TO 4 • Dimensions take precedent over scale - DO NOT SCALE DRAWINGS. " ABOVE THIS WINDOW UNDER PLATE, INSTALLED �? L • The designer has not been engaged es for construction supervision and assumno NEW 2x4 STUD FRAME EXTERIOR WHERE WALL BEING EXISTING EXTERIOR WALL - responsibdity for construction coordinating with these plans, nor responsibility for w REMOVED BEDROOM- HALL BATH FRAMING * SHEATHING TO j[ O - construction means, methods, techmques, sequences or proceedures or for saftey WALL @ I G" O.C. w/ I" CLOSED CELL N w NEW LOCATION REMAIN. NEW INSULATION precautions and programs m connection with the work indicated. There are no SPRAY FOAM INSULATION. R-I I BATT, g OUTLINE OF EXISTING — O z MOISTURE RESISTANT TO FILL FRAMING CAVITY DRYWALL -> U O warranties for a specific use expressed or implied m the use of these plans. �" CDX PLYWOOD SHEATHING, HOUSE � L' ' WALL TO BE REMOVED ON INTERIOR; NEW WRAF SIDING ON - • Contractor to provide hardwired smoke dWRAP t- SIDING AS SELECTED GYPSUM BOARD INetectors, with battery back up, and with BATHROOM AREA EXTERIOR O no intervements rnng switches, on all floors and in each bedroom. Verify with local code ALIGN O requireas per Section R3 17 New York State ResidentialLn Construciton Code. 2- 2x8 RIM BOARD " PLYWOOD SUBFLOOR N O Install carbon monoxide detectors as per code. UNDATION NOTES: EXISTING 2x8 FJ @ 1 G" OC R-25 - -- SISTER NEW 2x8 FJ @ I G" JOIST TO BE CANTILEVERED OVER OC * CANTILEVER TO NEW - - • General contractor to review plans, elevations and details to determine FOUNDATION WALL; PROVIDE EXTERIOR WALL; CARRY BACK intended heights of fmished floor above typical grade. SOLID BLOCKING, INSULATION 4:4" TO EXISTING GIRDER I -- -- - Z • Footings shall bear on undisturbed soil within bearmg capacity of 1.5 tons/sq.ft. PLYWOOD ON UNDERSIDE. NEW STAIR EXISTING CONCRETE LLJ F- EXISTING DROPPED GIRDER LOCATION • Concrete shall be FC = 3,500 PSI @ 28 days 2" CLOSED CELL SPRAY FOAM COLUMNS TO REMAIN f- - - FOUNDATION WALLS TO Q Q B-/ I - ------ C_.. • Concrete on 4"sand or gravel fill minimum, with 6x6 AND R-1 9 BATT INSULATION REMAIN 10/10 welded wire mesh WITHIN CANTILEVERED JOISTS W - -- F-- reinforcement. Interior slabs to be placed on 6 mil. stabdrzed polyethylene vapor -- � barrier. Welded wire mesh is to be placed in the top third of the slab and is to be Q adequately supported by precast concrete bar supports to assure that the reinforcement -_- s held in position during concrete placement and finishing. • Isolation Joints are to be mstalled between the slab and the walls. Use preformed Joint filler that is to be cut 112"below the slab surface and the resulting Joint is to be filled with an elastomeric Joint sealant. BUILDING SECTION "All • General contractor to install cop-r-tex(or copper) sheet metal termite shields etween all wood surfaces that are exposed to concrete or masonry surfaces. ---- - ------- /'� SCALE: 1" = I '-0" • ampproo exterior of foundation wall with a bituminous coating; Foundation � � excavation upon approval of building department mspections. CL PLUMBING * HVAC NOTES: LLU Ln L_LU • All plumbing work shall be done by a duly licensed plumber and must conform and adhere N to all New York State building codes $safety requirements. EPDM RUBBER ROOF � 3 a MEMBRANE OVER 8" CDX z • If wall plates or Joists are cut during the installation of plumbing fixtures or equipment PLYWOOD SH @ EXISTING RIDGE o contractor must provide appropriate bracing to tie framing back together. DORMER U v EXISTING RR TO REMAIN — P • umbmg fixtures to be supplied by owner, installed by plumber. SIMPSOIJ H7 COf�iNECrOR- _ _ - -- - z � 1 ir12 • Mechanical subcontractor is responsible for adhering to all applicable codes and e NE x HE R NEW 7 4" LVL RIPPED safety requirements. x SISTERFD TO EXISTING cJ 5 _ _ RR @ 32" OC, FROM i m • HVAC subcontractor to fully coordinate system data �requirements with the 2- 7 LVL HEADER RIPPED__ a PLATE TO RIDGE MEk, 2' equipment supplier and to provide final system layout drawing TO 4' ABOVE DOR and submit it to general contractor, W!PJDOV/S5 w LLJ owner and equipment supplier for final review*approval. tN 2- 2x 10 CROSS TIES N ELECTRICAL NOTES: WHERE SHOWN ON PLAN N INTO SIDE WALLS = NEW CROSS TIES EXPOSED CROSS TIES TO u ' U � • All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to include EXISTING RAFTER TAILS ___ F SHED DORMER BE WRAPPED w/ I x ROUGH + installation of fixtures *specifications as indicated on plans. Light fixtures to be supplied by OVERHANG TO.REMAIN. SAWN MATERIAL �o �/ LU and installed by contractor. GFI outlets required at bathrooms and exterior areas. Install HEW I x FASCIA � BEADED o Z all outlets as per code. All work is to be done in VINYL SOFFITS strict accordance with the New York State Code U by a licensed electrician. All new switches $outlets to be Leviton, Toggle, supphed t mstalled IZ _ by contractor. Contractor to do all hook-ups as required for bathroom fans, cooking exhausts and 2- 2x8 HEADERS ABOVE ALL 0_ provide wiring as required for gas fireplace and cooking appliances. NF1,V WINDOWS; C520 STRAPPING -,` W � O Q FRAMING NOTES: U IV • All lumber 15 to be Douglas Fir#2 or better at 16"on center W y } EXISTING 2x8 FJ @ I G" OC R-25 3 • All wood framing m contact with concrete or masonry is to be pressure treated. 'ACQ'designation Q � refers to current arsenic-free treated wood standards and shall take the place of'CCA' z U = • All TJI's are to be mstalled in accordance with the manufacturer's specifications and shall include squash blocking web stiffeners at bearing points on girders and other load bearing areas z o Q • All straps, connectors, plates, bolts, nails, etc. are to be galvanized. Designated connectors, straps, BASEMENT z etc. on these drawings are my by Simpson unless otherwise indicated. All connectors, straps, etc. are to be EXISTING STRUCTURE - nailed/bolted in accordance with the manufacturer's specifications. FOUNDATION WALLS, FOOTINGS, • All floor sheathing is to be 4"AC type plywood, tongue groove and shall be glued and screwed to SLAB, GIRDER, COLUMNS TO REMAIN the floor Joists (G"O.G. edges$- 12"o.c. field) • Solid blocking is to be mstalled every&-0"max. or mid span of all floor Joists with spans exceeding �� Blocking is to be installed at all point load bearing points. OF P yO s J. M 2> Af • Install double Joists under all partitions running parallel 9 • All exterior wall headers to be as indicated on floor plans *sections and all interior headers are to be 2- 2"x 8" unless otherwise noted. All headers exceeding 5'-0"shall have a double BUILDING Il ' 1 -- Jack stud with a single king stud on exterior wails provide double 5i11 plate (typical). SECTION II -ri UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OP SEC. 7209 OF THE N.Y.5. EDUCATION LAW 0 ; NC) o N Q m z NAILING SCHEDULE C7 2015',%'001.)FF.ArN4E CONST R!j�-TJOIJ MANUAL JOINT C7ESCRIF'TIC3N NAIL QUALITYNAIL SPACING EXISTING RIDGE < w EXISTING RR TO REMAIN U Q } BOLT ALL AREAS TO RR NEW 7 L" LVL RIPPED * SISTERED ROOF FRAMING RAFTER 0 TOPPLATG ;OL ISA,'_ED B'-C7";.`,�'ALL:3-Rc 7LR RAi�TER, w/ 2- ' CB 4 TYPICAL I G" OC TO EXISTING RR @ 32" OC, FROM Ic G",,^BALL:3-�� =t.F,FAF` - PLATE TO RIDGE, TYP. FRONT AND CFfl ING JOIE TO TOP PLAT: TCF IiAI''_E;7 &-r7"1"JALL:3 =EP,JOI` R-30 HD BACK OF ROOF WHERE CEILING I C-O°,"ALL:4-cad -LR Ji_?IST -�1 j IS VAULTED CaILINt,JC?!5T Ti r A,<Al_L L PYA` Ef FACE NAILED SFE TAE LE 3.7 `ACH LA" CE!LIRt=JO'S-T LAPS O.ER PAP MONS FACE NAILED SEE TABLE 3.7 _ACH LAS COLLAR TIE TO RAFTER FACE NAILED SEE-A5LE 3.4 ER T75 'F - BLOCIJNG TIC?RAPIER TC`•E NAILED 2-5J 'SACH IND M Rln..BOAF,D TO RAF3EE E:D I a! F? 2-I cH ENDj WALL AREA; FRAME UP TO VAULTED CEILING iv � WALL FRAMING To'PLATE TO TOP PLATE FACE NAILED 2-,�;d PER FCOT 2" CLOSED CELL SPRAY EXISTING RAFTER TAILS TCS PLATE AT IRiTERSECi lOr;S ACE RIAILFD oie 4-!6d :` -EACH 5.!D`- FOAM INSULATION w/ R-1 5 OVERHANG TO REMAIN. fl 0 > — t�r TO STUD FACE N�h�� 2 1 ti-� 24": .'r BATTS IN ALL AREAS OF NEW I x FASCIA t BEADED riEADL, ;C?'riE:ADF''. FACT NAILED 1 Ge, G"C?t^ALONG EDGES PITCHED CEILINGS VINYL SOFFITS O z TC7 OR��oTTOr,,PLATE TO STUD END MA1LF_D 2-,-ci =ER 2Y:--5-UD - --V 3-€Cd PER 2XG E-,-Lia F-= �� tiJ 4-1 EJ PER 2kt�57 UD i c6 O O E,�_TTC1I. LAT:T C FLOOR J0I5T. — BAF1DJ015`.FND'01ST,OR BLOCKING: FA,:E NAILED 2-I Gd — E'ER FOOT I FLOOR FRAMING EXISTING 2x8 FJ @ I G" OC K-25 JCrsT TO 5i!-L.TOP PLATE,CK G RDER TOE NAILED 4-15d PER 10151 P;R1DGIk;C-TO J0!ST Tor NAILED 2-8d EACH FM- BLOCKING TO JC`1 T TOE RAI-ED 2-Rd EAC1 EMC Zcn BLOCKING TO 511--OK I OP Cd PLATE TOL NAILED 3-1 "ACH BLOCK W LEDGER;T; CS? IP T 'AL7'..I FACE RAIL 3-16J EACH JC'',S': o JOST ON:EDGE"\TO 5"Ar•," TOF NAe'._FD 3--5J =ER JOIST BASEMENT Q BAraD JOIsr IO JOIE T END RAILED 7 3-I � R JOIST EXISTING STRUCTURE - BAND JOIs;TO SILL CR.'OF PLA`E TOE NALED 2-1 Gd ''EF,FC Cc 7 FOUNDATION WALLS, FOOTINGS, LLl � SLAB, GIRDER, COLUMNS TO REMAIN Q ROOF 5HLATHING 4'PERIN`—FR,'C"-5 ZO":` G"O/C-r 'AT FANEL EDGES rRL1CTLIRAL A":FLS gr A DAT I`;TER"":E11Ai C JfPORr5 111 THE PV,,EL i LD '3T"RIOR ZONE- I C."Q!C-G"AT PA`-L EDGES ANP 12",'j, 8d IT--' EDIATE SUP POP'�!" THE FMD-P!E-D FOR ROOF 5hfA7H1NG 1a1T SIN a'-O"C''f nE FERIVI-TEF;GaC=L:Or THE iKOOF,INCLUDIN 4'-C%"ON EAC-1-11DE OF TH`RQ;_)F PEAK,TH 4'-0"PERJ%,-Z ER t')GF ZONE ATI TA,7W,:;NT P;E{mill'\'-iti^:E`.TS,SHALL BE CEILING'SHEATHING GPS , i.>.,,b.ALOARD 5J COOLER7'Er'GE/ I F,EI BUILDING SECTION IICII o � WALL5HEATHINGSCALE: 0/ - STRUCTURAL F `:E'.` 1 i a.G�iJ.Roof)-,_T^3: 4 `D I t2'� J �^F�,rE t G"FIELD {. 12".€,5'L.F.7/1 G I:cad} LI. 25 s s'F 'cE/ FIFI_D W FIBERBOARD PANFL 5 7/?G" GJ 3"EDGE/C:' FIELD Q 25/32 d 3"E,t='I G"FIELD C z GYFS-LJ.I'A'Ai.LEX)ARD 5J COO7''EDGE/ 10"FIELD G EDGE 1 G"O+C-r:AT PANEL`_PG'S AND 1 2"AT ((�� i s 1 `i ",rH`_' PANE..FIE:_ f i' �J HA�.DBCA?,D tad R'.9E-,IA,:_F.LPP�RT, I .' _ °? -P'CR,Z(DN'[- 12"A: Z rJ NT-D1,`,1LDIATL S-UPPOPUS IN Th'-PANEL F;EI.D FLOOR SHEATHING STRUCTURAL FA NET - I"CR L'SS e:; EDGE! i 2"FI`LD C 4"0 ROOF w ROOF LJ VLN Im H lire :czju�rcrneas`_ re=<.__, c; v,A]z€«catk7,r,_,et'G i c._y O.C.It.tie part-1 C--icje. If Lv 11 stitkzth-j:s r- d 3 s7ches C.C.<a,tl e Pare1 e -cto ct-ta.� n id-,J reav re,r e^te to stn L' t r ;rncrrhe•e ; tic A O 11},c ::<1' cati;;r 3s ccntir=vane over corrected mcint"ers,th-c ta'r;.3te:.t:xrnher of:' I_ =,..11 he pc::m,ttcd t^4�c re_-li:ccd to I-'Gd rad rc:fo&- 4 U Iry ATTIC GENERAL WIND PROTECTION CONNECTION NOTES DESIGN LOAD CALCULATIONS Z r Adapted from Standard for Hurricane Re515tant Residential Construction; SSTD 10-99 and 20 18 SBC HI h Wind Edition Wood Frame Construction 1v - Y __----- __ g (t1( ;,P.11_�-� L.�- 3�nn_. L iR P., D L€' t C A:1:�(Ib .) I I I �---- cn Fasteners and Connectors for Wood Frame Construction LU EXTERIOR BALCONIES GJ I i _ I . A continuous load path between footings, foundations walls, floors, studs and 1)ECK°; 40 KI-FCH N LAUNDRY ( BATH I BA- H ATT(C5 tatlTriOUT STORAGE I C RELO ATED P,ELOCATED I REAM -DELED I I NEW I I I � roof framing shall be provided. I 1 1 I I I I 1 I A`TiC51WTit STQRAC;E 4J I j l — J 311 LU 'z 1 d 0I 1/2 11 1/2 11 1/4 �I 1/4 1 1/2 T1 1/2 71 1/4 �1 1/4 ( 8001'.15(OT;iER THAN SLEEP;NG R00%15) 4J Iva 1114 I 2. Approved connectors, anchors and other fastening deVIGe5 not included in I I the Standard Building SLEEPING ROc,MS Code, Section 2306 of IBC shall be used In accordance j`- INKo 0� I p � p C) z with manufacturer's recommendations. SHOWER SHOWER o 3. Metal plates, connectors, screws, bolts, and nails exposed directly to the CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA FIRST FLOOR z cnn weather or sibject to salt corrosion in costal areas, shall be stainless steel or RoufaD taOt'J LC�AC t5 I! 2 2 2 hot dipped alvanlzed. �•, o C. 2 s 1 1/4 /4 s 2 1 1/4 1 1/4 2 Z I'p g _A-'.0; IND SPI: 130 mr,, a 4 TO EXISTING SUFFOLY.COUNTY 4. Where windows and doors Interni t wood structural anel sheathin d Ex o�,ure Catcgory 5 — DEFT.Or HEALTH SERVICES p p gan -ErtENIlc DESIGN CATF O=Y B APPROVED SEPTIC LINE. 51ding, framing anchors or connectors shall be provided at the top and bottom 4"C.I.HOU5E of cripple studs, header studs, and at least one stud at each side of opening. WEATHERING SEVERE SLOPE" 1/4" PER, FOOT PITCH TO DRAIN TRAP FROST LINE DFP r: 3' 5. Ridge straps shall be attached to each pair of opposing rafters except where ER!-1 E- '`tOeI-RA,Tr-To HEA`,,'Y collar ties Of I xG or 2x4 lumber 15 located In upper third of attic space and ICF- DAFZR%0 REQUIRED s attach to each pair of rafters. �� R IV Y� G. Uplift connectors shall be provided at each rafter bearing. !• M > ,e - 7. Floor to floor hold-downs to be provided every 48, and every I G" within 4' BASEMENT of exterior corners. !r Q 8. Sill Plate to Foundation Anchorage: PLUMBING R15ER DIAGFIJA SIII plate shall be anchored to the foundation with anchor bolts having a min. bolt diameter of 5/8" and 3" x 3" x NOT -LO SCALE 1/5" washers. A minimum of one anchor bolt shall be provided within G to 12 R0FEs 01A0- /Inches of each end of each plate. Anchor bolts shall have a minimum embedment of 7 inches in concrete/ masonry foundations. Anchor bolts shall be located within 12 mche5 of corners and at spacing not exceeding 4 feet on center. UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS I5 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW � N C) ; Z U N N - ct� J U Q Q (o Q m NEW 2x8 RK @ I G" OC EXISTING RIDGEBOLT ALL AREAS TO RPS NEW 2x8 RIDGE w/ �— w/ 2-2" CB C520 STRAPPING TYPICAL I G" OC 2x4 STUD FRAME EXTERIOR GABLE END WALL @ I G" O.C. wF NEW 7 E LVL RIPPED G 51ST=RED TO EXISTING � w/8" CDX PLYWOOD SHEATHING \O X00 R-30 HD RR @ 32" OC PROVIDE CSI 6 FLOOR EXISTING RR TO N TO FLOOR STRAPPING EXISTING CJ T REMAIN :, REMAIN 0 O > — OUTLINE OF EX15TIN L " 2- 92" L HEADER 2J 2x0BE 10 CP,O SVED TIEE z FLUSH T EXISTING CJ INSTALLED AT PLATE �L N RAFTEPS TO (4) WITHIN ROOM u Ln EXI5TI G 2x4 INTERIOR STUD NEW 2x J WHERE SHOWN O BE REMOVED AT FLUSH PARITION5; 2- 2x8 —� CV O HEADER LOCATION. HEADERS ABOVE REMOVE EXISTING WALL OFFICE PANTRY ALL INTERIOR DOORS KITCHEN PLATES t FRAME NEW AT FULL HEIGHT z (t) w EXISTING 2x8 FJ @ I G" OC > 11 EXISTING 2x8 FJ I— Q EXISTING CRAWL K-25 CZ EXISTING CRAWL W J -e3- Q BUILDING SECTION "D" ry SCALE: 4" = I -0" W N IL W NEW 2x8 RIDGE w/ N C520 STRAPPING NEW 2x8 RIDGE w/ z C520 STRAPPING � o r j OC 12 7 2-2" CB @ I G" OC z c� 51MP50N H7 CONNECTOR 2x8 —�4 g 12 R �4 7 @ /6�� 51MF5ON H7 CONNECTOR 2� 2X8 2- 2x8 HEADER EACH 51DE 0 @ s ACROSS FRONT: WRAP w/G"' NEW I x AZEK FASCIA BEADED w 6 OC I x SAWN CEDAR -_ x OC x SOFFIT; EXISTING RAFTERS 6 REMOVED t OVERHANG CUT BACK F 2- 2x8 HEADERS ABOVE ANY NEW WINDOW LOCATION; C520 I; --- -- - _ W EXISTING 2x4 STUD FRAME EXTERIOR z I WALL I O.C. w I L G C OSED CELL i I / i h SPRAY F� i PRA FOAM INSULATION, R-I I BATT, o� I' H A HIN � m S E T GTO REMAIN NEW SIDINGLLJr m o I A E II 11 POST FROM H E D R W TO FOOTING. U✓.,AP w/ >- EXISTING 2x8 FJ 16 OC 2x8 ACQ DJ @ I G 3 it I x AZEK R 5 z 2 -2 2x8 ACQ GIRDER Q GxG ACQ POSTS BOLTED THRU POST w/ U (2) -z" CARRIAGE B0LT5 Z o 5IMP50N ABU44 BASEMENT CONNECTOR(TYr) EXISTING STRUCTURE - Z 11 FOUNDATION WALLS, FOOTINGS, 12" 50NOTU13E w/ POURED SLAB, GIRDER, COLUMNS TO REMAIN CONCRETE FOOTING 20"x 20"x 8"d. (TYPICAL ALL FOOTINGS) OF NE yo BUILDING SECTION 5CALE: 4" = I '-0" n f 0 w ,SOF 510~°P� UNAUTHORIZED ALTERATION OR ADDITION TO TMS DRAWING AND RELATED DOCUMENTS IS A VIOLATION OF 5EC. 7209 OF PIE N.Y.S. EDUCATION LAW