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HomeMy WebLinkAbout38533-Z r, gUFFtlt,��o_ Town of Southold 12/4/2015 e4:1,� Gyt; P.O.Box 1179 5 53095 Main Rd ®�o 0 � Southold,New York 11971 r roe CERTIFICATE OF OCCUPANCY No: 37947 Date: 12/4/2015 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1380 Wiggins Ln, Greenport SCTM#: 473889 Sec/Block/Lot: 35.-5-23 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/1/1900 pursuant to which Building Permit No. 38533 dated 11/26/2013 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 GARAGE ADDITION AND UPPER DECK TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Cadeddu Silvana QPRT of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38533 11-23-2015 PLUMBERS CERTIFICATION DATED 03-26-2014 or ' g Plumbing&Heating 1 o ' ed S' ature ��SUF��o TOWN OF SOUTHOLD d,��0 Gy' BUILDING DEPARTMENT o TOWN CLERK'S OFFICE o SOUTHOLD, NY :'rJpl * 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#: 38533 Date: 11/26/2013 Permission is hereby granted to: Cadeddu Silvana QPRT 100 Harbor View Dr Port Washington, NY 11050 To: additions and alterations to an existing single family dwelling as applied for per Trustees permit#7392. This permit replaces BP 36124. At premises located at: 1380 Wiggins Ln, Greenport SCTM # 473889 Sec/Block/Lot# 35.-5-23 Pursuant to application dated 1/1/1900 and approved by the Building Inspector. To expire on 5/28/2015. Fees: PERMIT RENEWAL $404.20 CO -ADDITION TO DWELLING $50.00 Total: $454.20 Building Inspector FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 36124 Z Date JANUARY 6, 2011 Permission is hereby granted to: SILVANA CADEDDU 22 WEST DRIVE PLANDOME,NY 11030 for : ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER TRUSTEES PMT. #7392 at premises located at _ 1380 WIGGINS LA GREENPORT County Tax Map No. 473889 Section 035 Block 0005 Lot No. 023 pursuant to application dated DECEMBER 9, 2010 and approved by the Building Inspector to expire on JULY 6, 2012 . Fee $ 708 .40 c Autho zed Signature ORIGINAL Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling $50.00, Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00, Additions to accessory building$50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100 00 ' 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. /— / 1/ New Construction: Old or Pre-existing Building: (check one) Location of Property: /.j.X Q /0/a/ki NS 6/— 44 ,U po House No. Street Hamlet Owner or Owners of Property: /1 /44 Suffolk County Tax Map No 1000, Section 3.5 Block J`_ Lot o2 3 Subdivision 5'3'5 (e_ AAZLP Filed Map. Lot: Permit No. Date of Permit. / — 1/ Applicant: /S o, We Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: 17(check one) .— Fee Submitted: $ b . For 418/ Applicant Si!ature if 1'I,/®�ApF a 007*l® Town Hall Annex ~ : Telephone(631)765-1802 54375 Main Road ` 41 Fax Fax(631)765-9502 P.O.Box 1179 ,1 G �1�, roper.richertRtown.southold.ny.us Southold,NY 11971-0959 . �` BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Cadeddu Address: 1380 Wiggins Lane City: Greenport St• New York Zip: 11944 Building Permit#. 38533 Section 35 Block: 5 Lot: 23 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: BJ Electric License No: 2670-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor X Hot Tub Addition X Survey Attic Garage X INVENTORY Service 1 ph Heat OIL Duplec Recpt 10 Ceiling Fixtures 4 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 1 Smoke Detectors 2 Main Panel NC Condenser Single Recpt Recessed Fixtures 4 CO Detectors Sub Panel 60A NC Blower Range Recpt Fluorescent Fixture 2 Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 16 Twist Lock Exit Fixtures TVSS Other Equipment: 1- Paddle Fan, 1- Exhaust Fan Notes. Inspector Signature:p g i ice, Date: November 23, 2015 Electrical 81 Compliance Form.xls iTown Hall Annex 1Telephone(631)765-1802 54375 Main Road 4 •4 Fax(631)765-9502 . P.O.Box 1179 ; G -• ,�` Southold,New York 11971-0959 L v\ �"... ; tx4 ....''', - BUILDING DEPARTMENT -_c \/ Th)-- TOWNOF SOUTHOLDfit) . [ILMAR 2 6 2014 I ) BLDG, DFPT TOV!P;OF SOUTHOLD -CERTIFICATION - Date: 46, /4/ - Building Permit No. _ / 3 5 re-etmAJQt Owner: C) Q.G 6.,el y • f / (Please print) Plumber: P6( i it :- ( (Please print - . - I certify that the solder used in the water supply system contains less than 2/10 Of 1% • - - • • lead. • � �- - -(Plumbe Signature) ' " - - . Sworn to before me this Q cf - day of 20 I Li- - CONNIE D.BUNCH Lam, 4 Notary Public,State of New York8-Lioci/-) No.0�BU6185050 Ouaiified in Suffolk� �2�l�o - C Commission Expires�p Notary Public, unty ssca TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT CN [ ] FOUNDATION 1ST [vrROUGH PLBG. [ ] F DATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRIC, (ROUGH) [ ] ELECTRICAL (FINAL) S REMARK �. r r~ r�� -►���± C7-747,7,/ at tC74 -4--4 __ _T Gt)(4) '4,e9-LD• 2". 40414 ..§7A-13-2q c-A-4"4.(fS % Lir , , , L.. `,L , - e_ d f �� p.„,„ d/c 'I 6 DATE INSPECTOR I -' SO�IHpI: 41, i* *` TOWN OF SOUTHOLD BUILDING DEPT: 765-1502 INSPECTION [ ] FOUNDATION 1ST [ ] RO GH PLBG. [ ] FOUNDATION 2ND [ A6NSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [• ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: C � ` ..- /(14S9 -/L / e / /4.7.) 1-A4---Ac'S c)7_ 0,4/7,07 a C INSPECTOR DATE , INS ECTO „,,, SOUt` cf, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NSPECTIONz [ ] FOUNDATION 1ST [ ] ROUG LEG. [ ] FOUNDATION 2ND [ -] IN LATION [ ] FRAMING /STRAPPING [ - FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION' [ ] ELECTRIQAI. (ROUGH) [ ] ELECTRICAL (FINAL) RE ARKS \_44/4/EP ( /4-/-_,Y).-i /.01/4-- w DATE .. INSPECTOR'” „„„„ ._ �,,g soo ry -3 r, — --- — '''': f' IA , TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: r 1 .,, .40( a)--4,) A4-,,......,62....t_ i - „,c2„(oc, 0 ,s,,e_ 4p , � 7 or .......... ' 7 ', , ,02 3 DATE INSPECTOR ...116.: - 367 — (41 Vs: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU PLBG. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL • OUGH) [ ] ELECTRICAL (FINAL) REMARKS: V 4--- DATE 2( INSPECTOR / /'' ti 3 3 ,,,,,,,,,,,,,, ,C oos TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO GH PLUMBING [ ] FOUNDATION 2ND [ ] SOLATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: • fe.,,ALte 7 7 DATE INSPECTOR 1t,hO„*of SOU45Olo` (C 71 141 i47 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE i J ( INSPECTO & PR- ` v _ . FIELD INSPECTION REPORT DATE COMMENTS I , e- N ii , Ami; `��t,'' 4,,,,:,,,k„, .. �J- _6� i FOUNDATION(1ST) ' =;-: �' ,`,)% , y /fes - - .d.,--4 � \• .0 • FOUNDATION(2ND) a 62/0 Cilir,11A(-nelics l'cr 6/-.70 4,-;;,44 /2) 1.--E01.7;77:!_x_i/- kA p 1 frtiA.4,4.1 "yr- >,v,4451-0 /6,cdj;s724,-1C.- 2- 14,14 D /I f .L.4.--/-':-.. __ / •_ �` I/ X 5..1 t- C17 • ROUGH FRAMING& i 'l 'moi PLUMBING '-��,�- c a1,f. ._/:') �,t,a �3 elE ,),/f --I'f' ' la • //// j _/...--",-;/6r.es4-117/-44:b3 - - //417K:6-: 6440-4,V4.21-72 = c ._ a • � .L'�1�t �_ =�.��..'moi D INSULATION PER N.Y. 41 'S� r J STATE ENERGY CODE �� = iliMp: _ / / 4• ,,��=ri i it, 1 G%,GC,� sem_ 4. . t . P 4 '• ' 3 Y i rioil (57V---a;4474-1('/ -A4.S1-4-46.- iLe?,L_ iti4c, • Irx_' Af ''' 4,-- /-012__ 4.4-t.,6,_ (d • 1-7 1 it ) . „ '4d.1 ( ? 47/6pc C.40 FINAL • ,Z)O.--' ., 6_.-.e --;-; 7- 74----L-e, /p.......i ADDITIONAL COMMENTS • 7,q7TT-7 -0-d c'e,t74---P'r 4,-(--qpIN sl,vmAtd4.-r -- : I.4A cob -I ko rn /& l ,Caymt heo g¢.dieu l N� z iP,_n.- 0\--e -F CI 0k 8- 7- /3 CA >1-2L- I ? G -35-J 4,)-(611q - . - B- dz- /5 Ft-1. /35.00 Q ler,-t-ric, r-e II 8-7/e g2 v4 701-6 Pf 3>5 3 , - i y '‘- Fwd/ • . g 2L-,:i LL. " ^1 TOWN OF SOUTHOLD ECIE11WE -Th BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTME Do you have or need the following,before applying? TOWN HALL _ - - Board of Health - SOUTHOLD, NY 11971 DEC - 9 2010• • • 4 sets of Building Plans TEL: (631) 765-1802 31s-b Planning Board approval FAX: (631) 765-9502 BLDG.DEPT. Survey SoutholdTown.NorthFork • • PPERMMINCID. 3 MN Check Septic Form N.Y.S.D E.C. Trustees r T Flood Permit - Examined ( ,20 /0 �� Storm-Water Assessment Form Approved I — 20 I l Contact:Mail to: MARK— )Thcb/LA.Jil-de 4).sapproveci-ffic �] Phone:, 73 4 p/ O Expiration 7 ` to ,20 /?"— % ,' • Building Inspector APPLICATION FOR BUILDING PERMIT . . Date ral G9 � O , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 - sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not'he commenced before issuance of Building Permit. d.Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize;iii ikriting, the extension of the permit for an additibn six months. Thereafter, a new permit shall be required. 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, or 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 for necessary inspections. (Signature of applicant or name,if a corporation) • (Mailing address of applicant) State whether applicant is owner, lessee, agent architect, engineer, general contractor, electrician, plumber or builder • Name of owner of premises - /`, �/ jv 4 C 4-D 427 U (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer - .• (Name and title of corporate officer) • Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: ` 3ga tv/'c:4 .,J.1' G�� rT 'ie,e House Number Street Hamlet County Tax Map No. 1000 Section 3 Block S Lot Z3 Subdivision Filed Map No. Lot • • 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy $'/AJ (_E b. Intended use and occupancy 3. Nature of work (check which applicable): New Building- - Addition "m Alteration A Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If•garage, ,number of cars 6. If business; commercial or mixed occupancy, specify nature and extent of each type of use. SE PLS . 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories S E E. S Pc 8. Dimensions of entire new constructi 1: Front Rear Depth Height • Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner p 11. Zone or use district in which premises are situated l� 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises 17g PD U Addi ess Phone No. Name of Architect X I U Al AJ ,'9 ?/)i i 0 Skddress Phone No ?o/ 4-¢4 Ca oa3 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES ?(-NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO )( * IF YES, PROVIDE A COPY. - STATE OF NEW YORK) SS: . _ COUNTY OF S • _ ` Mi l g/( J C #k/4‘ ( being duly sworn, deposes and says that(s)he is the'applicant (Name of individual signing contract) above named, (S)He is the (Contractor, 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 knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20 ' • - - Notary Public Signature of • splicant James F. King,President ® � � Town Hall Annex , $ �' 54375 Main Road Bob Ghosio,Jr.,Vice-President �> ",` %® t, P.O. Box 1179 Dave Bergen Yom'`{� 'gib "' g Southold,New York 11971-0959 John Bredemeyer -14 '`. ® t" z �� Telephone (631) 765-1892 Michael J. Domino ��`�®�� te,i0 ,r Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0795C Date: September 11, 2012 THIS CERTIFIES that the construction of a+/-12' x+/-23' second-story addition over one-story portion of existing two-story, one-family dwelling; construction of a+/-10.5' x 22' two-story addition; and construction of+/-55' x+/-9' deck and steps; with the condition of a line of staked hay bales with silt fencing installation prior to construction At 1380 Wiggins Lane, Greenport, New York Suffolk County Tax Map #35-5-23 Conforms to the application for a Trustees Permit heretofore filed in this office Dated August 30, 2010 pursuant to which Trustees Wetland Permit#7392 Dated September 22, 2010 , and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a+/-12' x+/-23' second-story addition over one-story portion of existing two-story, one-family dwelling; construction of a+/-10.5' x 22' two-story addition; and construction of+/-55' x+/-9' deck and steps; with the condition of a line of staked hay bales with silt fencing installation prior to construction. The certificate is issued to SILVANA CADEDDU owner of the aforesaid property. n� AUG 9 MB j A horized Signatur BLDG DEPT. TOWN OF SOUTHOLD „--1.''''It t c.•,;,-.,„4-.... ,_ •' ,v,---- ----.,..-;,;(griff-'Yak,--".... .... _t_!::: -.0•4;;• _ •‘,....4.--firw.:-. ...40;(\;10,40.. ..: . ..04;or:40,.,...„.„..,„;.,.,:sof,\ ,___,A,A1_ ,90.... ......,1„____(,,,,....t....., :-.4, 1._ f--C1.-A--„, ' \VV44#114:1 r",,,,, \, SI* ( I” — OA ( ^-,„. \\ Pk ( p", '\-,----,50**-( -^,\. '`....041.. • ',Am, ___-•\ \',,._ , ( ., 7•,t:., - , ,, , -, ,, „ ,. s.••,. .,, , ,.„••„4„,....5,,,,,,,,,,,,,......,,,,,,,,,,,.-„„:.___.--- ••,.... BOARD OF SOUTHOLD TOWN TRUSTEES ' ,----.., A. SOUTHOLD,NEW YORK •,,-..r - :I , (,.:,'-- ...4 ''%': ' , 3 - ,,,..i .. -...„__., ,.. •.‘ , ', r"., ' , t•• •• . „- r.• • t' t-. '1 i„t-, - t: K'i-.,,'-'i(:',-'1-A*-•.'.-.•; P E.- .,1RA„ M.,..,. IT,,',.k.-....,NO, .-739—,2 , AE' : S.EP.. T' •E-'M B-. 5-E'. R- 22',---201 0 l:.itZ'-a,.:-;iz-::.:. .-..1—.,-:u-,0:k‘44-_,,-,-,4-,-,.'.•T ISSUEDIVSILVANA CADEDDU PROPERTY ADDRESS1380 WIGGINS LANE,GREENPORT SCTV#35-23 =;4.',,,.,•--'t- 1••,\/T.'-'i,-,' •,s .':•'=-v.-04.--W: „.':', . • .. . . , ' ' . .--- , _ ,, , ,, ,..1 ,',--A', ,,,f, ' ,' '''1!;-,' ..''''-'-,'1' ' . '. ' , ' ' AUTHORIZATION ...,:- -, %-- -.•,:',,,-`4„•• ., •,-;) ._. .. ,---.. Itr,-\-- . ' .''• :- vt,'`, ' , ” ', s, ,-'-'j •-/ '''‘'-'' . ., !At_• '' ' ' . Pursuant to the provisions of Chapter 275 and/or Chapter lliOf the Town Code of the Town of - r\ ' - k.S oUtholdandrin accordance with the Resolution of the Board of Trustees adopted at the meeting held on l September 22,..2010,;and in consideration of application fee in the sum of$250.00 paid by Silvana Cadeddu and A,i, .440, subject'to die T'errns'and Conditions,as.,statedin the Resolution,the SoutholdTownBoard of Trustees } '' '---i. 'aiiihOiiZend''Perrnit's the follO'Wi'4:-' " ' ' ' ' J , 4-4 •, - - : • • 6 Wetland Permit to construct a+/-12'x+/-23' second-story addition over one- , story, portion of existing two-story, one-family dwelling;-constiuct a--F1-10.5'x22' two- ( , ...,, i-----.. ,a- 0,,ky ,.• - - -story addition,.' and construct a+/-55'x+/-9' deck and steps; with the condition of a line • .:;*ff, - - .: of staked hay bales with silt fencing is installed prior to construction; and as depicted A A ,,-----az,' ---- • St - on thesurvey prepared by Nathan Taft Corwin III, last dated SeptemberJ6, 2010, and ;--..--- .:.- ( stamped approved on September 22, 2010. . 1-) ,.„-. , IN WITNESS'WHEREOF,the said Board of Trustees hereby causes its corporate Seal to be affixed, I--" 41/4,). . and these presents to be subscribed by a-majority of the said Board as of this date. , Ikt,i3/4 ff.-T. 12 , . .-ir 4•14 -----,4' , ' '41. ' ' '. 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'• 1A-7,--..N€A\ ItVor: AIWA IV?: fA,A,511A-\\ '14,-0 i-Alts,A "V( A---4t04.\ A.,;.----4 Aikvo..A. .',-----,kil ,,v,' .,--w,,,,/-\Vw'-, .,-,',v,•4 ,,,,,,„;,- /i ,,..,\Vv.,, 'iv, ,--. 3„-,-, 0142w-L,,,e,-,J.H.LIA,, , , , , --_, , ,.,..„•,,,..„,,,,,,,, —,. _-•• ,• :,-... --,•••••,,,,,,,,,„,,,,0-.„ - _,,,,„,., -,......a--',,-2.-- -- 7,,,,,,,-..-',,,..-; •,--„ , • .'-''' -414.4,4)0.0.74,0 s -,,,,_-64,ti ."6,- - -- -,---,:-.t.s.. 4,0„0,;,,,, -4-•;---.,144 v(w- , - -. 1,k4 k )' :`' %"`e, dt.I .p.t:,,' • <,,A„,'14604y.00'.<441. Ayo, "'lap James F. King, President %® � '�' Town Hall Annex •� � � 54375 Main Road Bob Ghosio,Jr.,Vice-President IAZr w P.O. Box 1179 Dave Bergen x Southold,New York 11971-0959 John Bredemeyer _ �� '{ =.' � Telephone (631) 765-1892 Michael J. Domino 6;j, .-'°`„gam���, Fax(631) 765-6641 of BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD • CERTIFICATE OF COMPLIANCE # 0795C Date: September 11, 2012 THIS CERTIFIES that the construction of a+/-12' x+/-23' second-story addition over one-story portion of existing two-story, one-family dwelling; construction of a+/-10.5' x 22' two-story addition; and construction of+/-55' x +/-9' deck and steps; with the condition of a line of staked hay bales with silt fencing installation prior to construction At 1380 Wiggins Lane, Greenport, New York Suffolk County Tax Map# 35-5-23 Conforms to the application for a Trustees Permit heretofore filed in this office Dated August 30, 2010 pursuant to which Trustees Wetland Permit#7392 Dated September 22, 2010 , and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a+/-12' x+/-23' second-story addition over one-story portion of existing two-story, one-family dwelling; construction of a+/-10.5' x 22' two-story addition; and construction of+/-55' x+/-9' deck and steps; with the condition of a line of staked hay bales with silt fencing installation prior to construction. The certificate is issued to SILVANA CADEDDU owner of the aforesaid property. U TEC E AUG '49 201 j A- horized Signa BLDG DEPT. TOWN OF SOUTHOLD New York State Department of Environmental Conservation :- ,. Division of Environmental Permits, Region 1 r*, f _, SUNY @ Stony Brook 50 Circle Road, Stony Brook, NY 11790-3409 .._n:',-i-- _4 Phone: (631)444-0365 • Fax: (631)444-0360 liar TIDAL WETLAND LETTER OF NON-JURISDICTION • November 4, 2010 Ms. Silvana Cadeddu 100 Harbor View Drive Unit 530 Port Washington, NY 11050 . Re: UPA#1-4738-00963/00008 . Facility— 1380 Wiggins Lane SCTM#1000-35-5-23 Greenport (Dawn Lagoon) Dear Ms. Cadeddu: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: The property landward of the bulkhead greater than 100 feet in length constructed prior to 8/20/77, • as evidenced in Department records confirmation of the issuance of moratorium permit# TW 15278- 0131, and shown the survey prepared by Nathan Taft Corwin III revised 8/18/10, is beyond Article 25 (Tidal Wetland)jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 66.1) no permit is required under the Tidal Wetlands Act. Please be advised, however, that no construction, " sedimentation or disturbance of any kind may take place seaward of the tidal wetland jurisdictional boundary, as indicated above, without a permit. It is-your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands.jurisdiction which may result from your project. Such - precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, ----barrier,or-ha3_bale-beri. s ------------------ Please be further advised that this letter dos-not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Sincerely,' /i/i/a"12 ig",/0 - Laura Scovazzo Deputy Permit Administrator cc: En-Consultants Inc. Bureau of Habitat-TW File irr : Sti 'r's=: c&l,ZO u Town of Southold ' 0 Erosion, Sedimentation & Storm Water Run-off ASSESSMENT FORM' .- PROPERTY LOCATION: S.0 T.M# , 3- THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A O,/44 7' a�oQ� or t310e Z 3 STORM WATER,GRADING,DRAINAGE AND EROSION CONTROL.PLAN D strict . sectci o CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. s. - SCOPE OF WORK - PROPOSED CONSTRUCTION rrEM# / WORK ASSESSMENT Yes No a. What is the Total Area of the Project Parcels? • (Include Total Area of all Parcels located within '1 Will this Project Retain All Storm-WaterRun-Off the Scope of Work for Proposed Construction) 9 j b • Generated by a Tyro(2")Inch Rainfall on Site? (S.F./ ) b. What is the Total Area of Land Clearing (This item will Include all run-off created by sae and/or construction activities as well as all I41:1 and/or Ground Disturbance flit tite proposed Site Improvements and the permanent creation of ' construction activity? G�� Sr {s.F./Acres) impervious surfaces.) • PROVIDE BRIEF PROJECT DES (Provw®Asir al Payee as heeded) 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location?This Item shall include all Proposed Grade Changes and I j7 d1i/'y r f74) Slopes Controlling Surface Water Flow. � 3 Does the Site Plan and/or Survey describe,the erosion p J . p lG,e r( /vee..)� ( . and sediment control practices that will be used to jC control site erosion and storm water discharges. This -- ' IN item must be maintained throughout the Entire - Constfuction Period. • 4 Will this Project Require.any Land Filling,Grading or Excavation where there is a change to the Natural • Existing Grade Involving more than 200 Cubic Yards ' of Material within any Parcel? _ • 5 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand • (5,000 S.F.)Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction .General DEC SWPPP Requirements: or within One Hundred(100')feet of a Wetland Or Submission of a SWPPP is required for all Construction activities involving sol Beach? -disturbances of one(1)or more acres;including disturbances of less than one acre that 7 Wilt there be Site preparation on Existing Grade Slopes are part of a larger common plan that will ultimately disturb one or more acres of land; including Construction activities involving sol disturbances of less than one(1)acre where• whicheunr Exceed Fifteen Ho feet ofal Vertical Rise to the DEC has determined that a SPDES permit is required for storm water discharges. One Hundred(100')of Horizontal Distance? j(SWPPP s Shall meet the Minimum Requirements of the SPOES General Permit 8 Will Driveways,Parking Areas or other Impervious for Storm Water Discharges from Construction activity-Permit No.GP-0-10-001. $.The SWPPP shall be prepared prior to the submittal of the NOI.The NOt shall be • Surfaces/be Sloped to oDnect Storm-Water submitted to the Department prior to the commencement ofconstnlctton activity. into and/or in the direction of a Town right-of-way? 2.The SWPPP shall describe the erosion andsediment control practices and where 9 Will this Project Require-the Placement of Material, required,post-construction storm water managementpractices thatwll be used and/or Removal of Vegetation and/or the Construction of any - constructed to reduce the pollutants in storm water discharges and to assure Item Within the Town Ri ht . compilancewith tho terms and conditions of this permit in addition,the SWPPP shall lu - Way or Road Sh0 prder �LL.��...111 �'� identify potential sources of pollution which may reasonably be expected to affect the Area?(ihb item win NOT include the hista0atton orpdyerir�rAcna) quality of storm Waterdischarges NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark r 3.All SWPPPs1hat require the post-construction storm water management practice - in a Box and the construction site disturbance is between 5,00DS.F.d.1 Acre In area, Erosion Control Plan is Required by the Town of aStorm-Water,Grading,Drainage component shall be'prepated by a qualified Design Professional Licensed in New York & Southold and Must be Submitted forRevtew Prior to Issuance of AnyBui• lding Is knowledgeable In the principles and practices Of Stone Water Management. Permit. 1 II (NOTE: A Check Mark(4)and/orAnaverfor each Question isRequired for aCoagflemAPPRalton) STATE OF NEW YORK, COUNTY OF 5V(r o '- K SS • That I, I ff wt'/f--' TZ g duly sworn,deposesand says that t rvlduat signing Document) ys he/she is the applicant for Permit, And that he/she is the (4 - (bwne.Contractor.Agent Caporato Odecer,etc.) ' _ Owner and/or representative of the 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 knowledge and belief;and that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me this; day o =` . i 4.). 4 ,20..1 P�? Notary Public: Ll'"{ II.; 1. 0.„. CONNIE C.SUNCH (Signature• •.plica•.) FORM - 06/10 Notary Public,State of Not.York No.01 BUS185050 Qualified In Suffolk County Commission Expires April 14,2DJ 1 vs\ , //I/iii-- I Town Hall Annex i . ' *i Telephone(631)765-1802 54375 Main Road ,ax 9g Q2g P.O.Box 1179 ;` 'ft' Q l� roger.richertCa town sout1 oId.ny.us Southold,NY 11971-0959 �O,�t pOtf �i BUILDING DEPARTMENT ! TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION - -REQUESTED BY: • ge)g ,- Date: i ( /i / ‘-'' Company Name: 6,—c. g & i- /G - • Name: License No.: -61 70 rn& Address: • _Phone No.: . - 3/ '75' '‘)e. - +- JOBSITE INFORMATION: (*Indicates required information) *Name: Fic'4 Ai CA. A ti . *Address: *Cross Street: I 7 /P `h / � 7ARPe./e0-1" " e *Phone No.: Permit No.: `M" 6 33 Tax•Map District: 1000 - Section: • Block: Lot; *BRIEF DESCRIPTION OF WORK(Please Print Clearly) • . 1/1 ¢ / 7 i(/1l - // 7 • (Please Circle All That Apply) - *Is job ready for inspection: ØN. Rough In nal need a Temp Certificate: NO - Temp Information(If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 - 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead • Additional Information: PAYMENT DUE WITH APPLICATION 0 �/ 82-Request for Inspection Form 0 /a. II CHITECT Nicr MARK SCHWARTZ &ASSOCIATES 28495 Main Road•PO Box 933•Cutchoguc, NY 11935 631.734.4185 I www.mks arch itcct.com September 4,2012 Southold Town Building Department P.O.Box 1179 Main Road Southold,New York 11971 Re: Additions and Alterations to: Cadeddu House 1380 Wiggins Lane East Marion,New York -- Permit#36124 (SCTM#1000-35-05-23) To Whom This May Concern: I have been to the site during the construction phase to find the following:the steel was installed as per plans,all headers are a minimum of 2-2 x 6 and the strapping was completed as required. Therefore, I hereby certify, to the best of my knowledge, the rebar, headers and strapping work has been completed as per plans and meets or exceeds NYS code requirements. Please call this office if you have any questions or require additional information. Very truly yours, ,,, ,w.= .A ,�? .. , - „ ' §•""• ;,47. 3g �. '''- tE ' '7 RE E 0 ,, ,4. vii.,;-1, , t ` c41:4:- • SEP - 6 2012 6 t{9,,; �-� „m , .: BLDG DEPT. Mark Schwartz — TOWN D�SOUTHOLD AlA iVienhher American Institute of Arcintechu•e 3 a5 3,43 SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY • Complete items 1,2,and 3.Also complete - A, Signature item 4 if Restricted Delivery is desired. / . Agent • Print your name and address on the reverse X �// 0 A ressee so that we can return the card to you. B. Re •d (:nn ed Name) C. D Overy ■ Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delivery addr diffctrerMri i 1? Yes 1. Article Addressed to. 361.11-1 If YES,ente iv Vadl1/i ,bel g IL vmp1/4 CAUEI,bu SEP 17 2013 roe 1-0.26o2 V baRvb 3. Service Type t. El Certified Mai Ql ks ail �' � ns�6U E 0 Registered Return Receipt for Merchandise J066 - 01700 0 Insured Mail 0 C.O.D. 4. Restricted Delivery?(Extra Fee) 0 Yes 2. Article'Number l °: ; I ti ° i i i ` ; 1 1 j j (Transfer from service label) 7 ! /0 66 000/ / 5 7 It of PS Form 3811,February 2004 Domestic Return Receipt 9 102595-02-M-1540 Southold Town Building Department ,,t WP-11;;;; P.O.Box 1179 Permit#: 36124 g 4 t. 54375 Main Road oSouthold,New York 11971 Permit Date: 1/6/2011 % Of (631) 765-1802 Expiration Date: 7/6/2012 1 '� Parcel ID: 35.-5-23 BUILDING PERMIT RENEWAL LETTER Dated: 7/29/2013 Applicant: SILVANA CADEDDU Location: 1380 WIGGINS LANE GREENPORT Work Description: ADDITION/ALTERATION ADDITIONS &ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER TRUSTEES PMT. #7392 A FEE OF $404.20 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: SILVANA CADEDDU Address: 100 HARBOR VIEW DRIVE APT.#530 PORT WASHINGTON,NY 11050-4700 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. Southold Town Building Department SEF®IrCpG, P.O.Box 1179 , 54375 Main Road Permit#: 36124 o o 'p Southold,New York 11971 Permit Date: 1/6/2011 440 dao 0 (631)765-1802 Parcel ID: 35.-5-23 Expiration Date: 7/6/2012 BUILDING PERMIT RENEWAL LETTER FINAL NOTICE Dated: 9/16/2013 Applicant: SILVANA CADEDDU Location: 1380 WIGGINS LANE GREENPORT Work Description: ADDITION/ALTERATION ADDITIONS &ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER TRUSTEES PMT. #7392 A FEE OF $464.20 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: SILVANA CADEDDU Address: 100 HARBOR VIEW DRIVE APT.#530 PORT WASHINGTON,NY 11050-4700 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. 7(J10 1061J X1101 1574 959 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. : - Southold Town Building Department ,���3Ut'4"d P.O.Box 1179 Permit#: 36124 54375 Main Road ' Southold,New York 11971 Permit Date: 1/6/2011 o a� o'' (631) 765-1802 Expiration Date: 7/6/2012 ::.. .,.., Parcel ID: 35.-5-23 Dated: 11/13/2013 Applicant: SILVANA CADEDDU Location: 1380 WIGGINS LANE GREENPORT Work Description: ADDITION/ALTERATION ADDITIONS &ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER TRUSTEES PMT. #7392 Owner: SILVANA CADEDDU Address: 100 HARBOR VIEW DRIVE APT.#530 PORT WASHINGTON, NY 11050-4700 Your BUILDING PERMIT #36124 has been referred to me because you have not responded to requests to obtain your Certificate of Occupancy as required by Southold Town code. Pursuant,to 144-15A, of the Southold Town Code, "No building hereafter erected shall be used or occupied in whole or in part until a certificate of occupancy shall have been issued by the Building Inspector." Therefore, you have ten days from the receipt of this letter to submit a check made out to the Town of Southold in the amount of$404.20 to renew the building permit, or legal action will be taken against you. Should you have any questions, call the building department between the hours of 8:00 a.m. and 4:00 p.m. Respectfully Yours, Michael Verity: hief Buil ing Inspector 13 p6p13 Opp❑ 6176 3361 Southold Building Department tf Town Hall Annex � ® : Telephone(631)765-1802 54375 Main Road 4g 4g Fax(631)765-9502 P.O.Box 1179 ® 0,�A Southold,NY 11971-0959 �` 4COUNU,� o June 29, 2015 BUILDING DEPARTMENT TOWN OF SOUTHOLD Silvana Cadeddu 100 Harbor View Dr Port Washington NY 11050 Re: 1380 Wiggins Lane, Greenport TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 38533 —Addition/Alterations REScheck Software Version 4.4.1 Compliance CertificI il ate Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Detached 1 or 2 Family Project Type: Addition/Alteration Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: Mark Schwartz,Architect P.O.Box 933 Cutchogue,NY 11935 631-734-4185 mksarchitect@optonline.net Coirroliance: Passes Compliance:-1.0%Better Than Code Maximum UA:104 Your UA:103 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. it DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or Door. Perimeter U-Factor Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 510 30.0 0.0 17 Wall 1:Wood Frame, 16"o.c. 552 13.0 0.0 39 Window 1:Wood Frame:Double Pane with Low-E 26 0.290 8 Window 2-Wood Frame:Double Pane with Low-E 20 0.300 6 Door 1:Glass 36 0.300 11 Ceiling 1:Cathedral Ceiling(no attic) 280 25 0 0.0 11 Ceiling 2:Flat Ceiling or Scissor Truss 230 21.0 0.0 11 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.1 and to comply wit, th- •andato•- equirements listed in the REScheck Inspection Checklistii,, / l O / If I, + Name-Title ,s Signature Dat e,::,,m:-:m.i.:,;.t-i-re;ti.. -r' ' fats 1-+. CrY Y-. ca. alir i 11/4 a y,• v.,. .4.:,;;;::: Project Title: Report date: 01/06/11 Data filename:C:\Users\Drafting Station\Documents\REScheck\XIOMARA-CADEDDU.rck Page 1 of 1 a• ri �j I�-� ` / I I �1( ."3 [a71� ; 1�/ I I� �� ' / /(�f 4• f.. rA ,° ■I�...C1■ / 0 II �tiI II 1 1 ti I I l i til .I�.��,..�..(MI. I I ( I I ( 1 — F --(If (Il f ( tial ( ` \ I R1R 5OR � Ii °f ( frill WOOD SCREWS W/ I °I ry/ IL I �. I 1 I II 1 ? _ - b�_., `:�� r 12•D.c 01� ti! - SI ` \1 ° \ I. ]iti ° (rf ` I `I 1I1, /(� I ' / 1 1/1•APA RATED SHEATHING ___ I ==�,1p GR/DER1}VOOD1\1 \, I r I , 1 ( (ALFLYWOO7,16•D59.J l� O1 tiI IG ADE PLYTOOSHFATHING I I I lOI I ( TERNAATIVIVE 7/,6.05.8.) I) I / I ( i ,t Ii fI I J 0 �E�tal•1�EN=TIM RIO STAINLESS GAL STEEL OR GALVANISED it 1 it I WOOD SIRIT W/ /( i ( �� II ` I O�WASHf3LS®]2.00 )V1 WINDOW 581 A �� ITYPICAL WINDOW OPENING It I (LESS THAN 4'-0X8'-0"OPENING) I ( 1 \ I -1IIft II \ !II - TYPICAL DOOR OPENING (LESS THAN 4'-0X8'-0"OPENING) 24 a• rOC y I.. om, 1 • T , ( I I C. I I • I •1 /• °• • \I 1 ' N_I. III I I_ P_ , I 0II I °° � ( I ° I ; I . ll ( 1 I ,I I II II ( 1 sI I ( O iII OOIi ( ( �Ii I f 12.0C12.0CI -----I - --� -- - I, 4 I 1Ill 00 S I I ; 1 I I �\ ' I I 4 I '` 1\ ` \ I 1 A SHEAT APA PLYWOOD 1 \ \ ` \ SHFATNING 1 I 'I\ I C I I f I ''t 00 1 f I I I°1 f I I �1I I I ! 1 I I ( i I I I I) )1 I 0• 1 j i I) 1 I g , 4'=4 iitr ,:4, vw DF92 ' I I I I r I ( I 3',, q,,,i ceR�.,,,..3*-. . y,l I ( \ I ...1) L---_�°- -� ti's :,.r� „v " Le"a i, ll--Air ra-oic-mmwdo J I I /� OLOSTATNIZE V/�.�M VL a ' OA 'L y^� 1 1 I I I 1 OR V5�EY5 W J.H 3 A;"Sa. 7i�' t {"_NI.• f 1 !L S I !I� _ !I�, S !I )4 WASffRS�I2OT . ; :r'� ' MULTIPLE PLYWOOD ASSEMBCFS ~•'A �JL�S M•-• 2-221 DFR2 STUDS CONNECTED \t':' ,'�,y; `TOGETHER WITH STAINLESS STEEL ---'77.777!!! F�OR GALVINRED BOLTS W/WASHERS AND NUM 02'-0°OC. } TYPICAL MULTIPLE OPENINGS • s , -'fJo ;!t4'4.,,,c/ (MORE THAN 4'0X8'-0"OPENING) .I. f.''''',-.1X {j WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER TABLE 1609.1.4,N.Y.S.RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" 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 - CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. SURVEY OF LOT 64 MAP OF G`rF; o CLEAVES POINT 6< ` SECTION No. 3 ('0 0 FILE No. 4650 FILED JUNE 14, 1966 �(� SITUATE O�,g;�PG\tie GREENPORT vSEsQv 13 x13.77 TOWN OF SOUTHOLD x . :'\. .. �� SUFFOLK COUNTY, NEW YORK 124A. A , `' d\• enr ,� S.C. TAX No. 1000-35-05-23 1 .: F-Ar ��� '� d •°a A'>...<' d41 <1.' SCALE 1 "=20' -v,,Nx kr, FEBRUARY 21 , 2008 io ° I • • 12.3 F v, ���� e �® LAY AUGUST 18, 2010 UPDATE SURVEY O\NC`\'\ G \p\c,\,,oc- S N 5 ` d 1 ■0• O �,c�M° ♦ ,� c�Td ti G BOARD OF TRUSTEES SEPTEMBER 16, 2010 ADDED LOT COVERAGE S ,se. �P�EFz d ' �" I l G o, O Q� 9. s SSE Pve�Nc C."1"S I x • o a. -a TOWN ' q d d, d d V �NG` ♦ '5 J 9 x / `I, Q "N.,0u� ,>'" TOTAL AREA = 19 116 s ft. -\\\S s- x9 °'d . d / ,,.3 ��Go�5 9,, .. • -. . <5 (8)�, aF SOUTH®LD 0.439 ac. a ' x eIx. d , �� /�0 DATE LOT AREA LANDWARD = 19,000 sq. ft. d ' <•'. "� �wp0• % \ ,a 1107 \ �� a. .` y - --/� OF BULKHEAD 0.436 ac. d.e / 1f/ rFy da 1 8 d e e. : ° d _ ( a ° ° 12.0_ Q= / •srtF • d - :Ili' Fil. P �x a ■F PP�ME� p X 0 ° ° kQ�- '• •. A. x, fillifir �.r''ri� i-" .".. ,-..-..........-..4 TEST HOLE DATA g0 6° � ` N ° , a Q�Q d _-�._„,_...1 (TEST HOLE DUG BY McDONALD GEOSCIENC' ON DECEMBER 12, 2007) x� a d ° \ Q� 11,2 . . 1 /. ' • 40 ° / G\. ° a 10.4 \ Q�Q k 'd .O a a EL. 9.3' G Q d D• d •d ,SQA ��` Q °.� EXISTING LOT COVERAGE DATA Y : MIXED SAND AND LOAM i 11P ° ,,,,,,Nes Q • 1 6 M/ \ ° G� ° F`'�P 1o.6 �OOk - .. -. 7.- -10 (OVER LOT AREA LANDWARD OF BULKHEAD) EL. 3.0' r° _-\\'\� x 9., \ � p ° �` LOT 64 10.6 : . P•. • .- 1 \ _ R ' V.I.\ 52�/ A. . ° •' o�� . A0'4 \\°,, DESCRIPTION x DESCRIPTION AREA % LOT COVERAGE - • WATER IN MIXED SAND AND LOAM flid ENGW 7.5 \\ / / BRIC ��� / ° ° ��4 OHO O 2AN °NE.IfO N o, \\ x6.26 / WK ,o.2 �• / �: .° e: Nei <• ea ct HOUSE 1 ,435 sq. ft. 7.6% 11' • ° \ I WATER IN BROWN ORGANIC CLAY OL G 14, BRICOK PORCH �� 70.7 10 2 /a : Po Irk, /� G°N ��� \\ / �, • ` 10.20 • •t�rko' J PORCHES 116 s ft. 0.6% - • r \\ OWif. 9.9 �0 a 11.3' a CONC. PORC o::::0.00. SE :',I - ..e' d . 4 A a �1? . q• \\ HEDGE elea A PROPQSED' :,':' g A.im ►� -- -1 19.3 EEL. 11.50 15.0' :'::.:2rd STORY.84 '-: o •Q . • • o WOOD DECKS & STEPS 493 s ft. 2.6% �>�r.+: �1 ':::ADDITION:.w::_ Z.d •.•q,'� q' - WATER IN BROWN CLAYEY SAND Sc l rr.\ti. STOCKADE FENC� n O & BRICK WALK --�� o� 02'E. �\N, I STOCKADE FENCE 2 STORY FRAME • ,, • • ' '- �;' 2 EXIST. ASPHALT :2RIVEWAY 20' ro ..:r; ':i: 1.9i11� a 7 ° AROUND POOL A HOUSE & GARAGE - '^= "-` .. - a' ,r� o Ala;cayarttar�ER TO BE REMOVED AND INGROUND G R O U N D POOL 715 sq. ft. 3.8/ \\PD I EQUIPMENT u! �� :.'.'..:..ir17}�fT$ir:;;r:_:::::: �Q$ ♦ ° d a' $I \\ .O PROPOSED /� \ • l REPLACE WITH PE=RVIOUS �� 2' WOOD DECK �o : ; •;:x :9::;;:.::; ,2 /0 i.,. `��' GRAVEL DRIVEWAY \\ PIPANE--/ WATER IN BROWN FINE TO MEDIUM SAND SP \\`�� TAN CAP 6 STEPS : : .. .. : .gDs774)S � m.1:-- 463' e oI? SLATE POOL PATIO 1 ,325 sq. ft. 6.9% - 0.f. j FFL. FL ������ M _ \�\�y I p 4 46.3' LOWER FL. 8.01 jt:=.w T�O� • i Oyu s w °�,+�. sop :?..7'---:.:4341. S' 9.3�-.�� ASPHALT DRIVEWAY 1 ,209 sq. ft. 6.4/ 0 DECK "11,E-1 STEPS 9.3 • '���.��: a j WOOD DECK o■u�• •'' COVER BRICK PATI° '`, 111111�■■■■!a��'=''''9'. 4 PROJECT LIMITING FENCING WITH STAKED TOTAL 5,293 sq. ft. 27.9% PROJECT LIMITING FENCING WITH STAKED , - •xq2" ❖ :y.,;.•tee....,�. BRICK STEPS_ ___ ��iiiii moig� ii■iiirwma HAY BALES TO BE IN PLACE PRIOR TO HAY BALES TO BE IN PLACE PRIOR TO I •'"•'i■.:■m�m. ii■■■■■■■■■■■■■■■■■■■■-■■■■■■■■■■■■■r 6, START OF CONSTRUCTION -- START OF CONSTRUCTION TEST•HOLE �■■■■■■■■■ SLATE PATIO uu■ou■vv■■u■rouuuumu■ e • \\ r1. uu■uo■ ■o■uuv w■■nu■u■■■u■■nuurFT-n72,_�, .•,. p lY .i■uuuu ■uuw y uum■�,■u■uuuuuu■ \\ iuu■ 25' `u■■■ uuu■■' 9.t • OJ ��� (( IL~� t'+ r■uu■r vs I V _ "i s�' \\ ■-•••■■ ::■■■■■::::::■, o O PR OPO SED LOT COVERAGE DATA ill! O o ■uuur ``uu■uuou■■■r G n \\ ' iui i■. IØ4V :uu■ ■on■u4. \\ s2 r■■■■■■■ v (OVER LOT AREA L� SWARD OF BULKHEAD) i ! :- SEP 2 Z 2010 ( IFI "P:.& (I) 1;s:i \ riiiiiii ING.•.o•ND POOL 9 v �� ���\ - _\\ MMEONEM ■■■■■■r '■■■■■E'■■■■■r'■■■' ° DESCRIPTION AREA ■■■■■■ ■11r■■■■■■■.S■■■rN■■. % LOT COVERAGE �---- x �.....r AMMIA■■■■■■■■■,■r■■. CO \ u■.ruu■■�uuuuuuuuu■iu■■■■■■■■■■■■■■■u■• • SCL`hh t , \\ NWUWW uu■uoouuuuu■■uuu■uo■.MMOMOMMIIMMOMMOMMEWAMMUMOMMEMIMMEMIONV 2>skj HOUSE 1,435 sq. ft. 7.6% fia r�Cf 7rUs' __�------__.,..,�..1 •■�uu■I�uu■uu■ uuuruuuo■uu■.- '-•-•-•-...-..-,,,Y- �CcS ` 6- - X�6 95- / �� w--- N /� `- - - - - PORCHES 116 sq. ft. 0.6% •w? - o \\ a '' Q WOOD DECKS & STEPS �`�^ \\ N/ BUFreR- NO _ • _-��' �x N TURF g t �8 .15 .. & BRICK WALK 493 sq. ft. 2.6% UNAUTHORIZED ALTERATION OR ADDrnON 0� 7.5 P a x Q TO THIS SURVEY IS A VIOLATION OF •7No•POST W°O 1_ `• �� SECTION 7209 OF THE NEW YORK STATE FENCE ' 5T(TNE ' AMP INGROUND POOL 715 sq. ft. 3.8% EDUCATION LAW. 1.7T. �k��,''�t..� POST • COPIES OF THIS SURVEY MAP NOT BEARING �v'. ,��A�Rd WA�< :W000 �NnNGC ° THE LAND SURVEYOR'S INKED SEAL OR 3� �Q�Q• \\\, : �.�iEA LOCK= M� -�" 7 ��" SLATE POOL PATIO 1 325 Sq. ft. 6.9% EMBOSSED SEAL SHALL NOT BE CONSIDERED 64. I, Airr u ``,1� ®�QS�',_ °sr , /,, y ' ° TO BEA VALID TRUE COPY. 42 i Y� �Mp ' Q��.� %♦, v/ PROPOSED 2 STORY ° CERTIFICATIONS INDICATED HEREON SHALL RUN /����� �wet, k ADDITION 232 Sq. ft. 1 .2� ONLY TO THE PERSON FOR WHOM THE SURVEY 4ryc� 5��� �U c�/C IS PREPARED, AND ON HIS BEHALF TO THE FENCE TITLE COMPANY, GOVERNMENTAL AGENCY AND AC? �7° 0'4t'r� W00O1OOCK //2Aw 0� S PROPOSED DECK ]O sq. ft. Q,4% LENDING INSTITUTION LISTED HEREON, AND VII TO THE ASSIGNEES OF THE LENDING INSTI- A- 3 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. 70•00' TOTAL 4,386 sq. ft. 23.1% THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. DA WAr LA CO ON PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED USE Nathan Taft t III NOTES: BYYL.L THE AND APPROVED.AND ADOPTED f■ Corwin FOR SUCH USE BY THE.NEW YgRK STATE LAND TITLE ASSOCIATION. �,�c Of N4'�,, 1 . ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM DRAINAGE SYSTEM CALCULATIONS. Land Surveyor EXISTING ELEVATIONS ARE SHOWN THUS: 10.0 � � �c� �oo,or�. EXISTING CONTOUR LINES ARE SHOWN THUS: - - - -10- - - - ADDITION AREA: 515 sq. ft. ,�` ..4; �z_ 515 sq. ft. X 0.17 = 88 Cu. ft. ,, f b EFL. - FIRST FLOOR 88 cu. ft. / 42.2 = 3 vertical ft. of 8' dia. leaching pool required �: ; ,'. 'Title Surveys - Subdivisions - Site Plans - Construction Layout G.EL. - GARAGE FLOOR , r } ,. ,` • y T.B. - TOP OF BULKHEAD PROVIDE (1) 8 dia. X 4 high STORM DRAIN POOL ,� B.B. - BOTTOM OF BULKHEAD PHONE (631)727-2090 Fax (631)727-1727 • T.w. - TOP OF WALL �;r ry J r G;` ]` B.W. - BOTTOM OF WALL ;?t• �■ ;,-5,1<-. .SS^ f OFFICES LOCATED AT MAILING ADDRESS LAND SU . `` 1586 Main Road P.O. Box 16 ---____.-`F N.Y.S. Lic. No. 50467 Jamesport, New York 11947 Jamesport, New York 11947 _ DESIGN LOADING: SITEWORK: Roof 30 Live Load 15 Dead.Load 45 Total Pounds/s.f. X 13.72. \ .‘� 73 • Attic 20 Live Load 10 Dead.Load 30 Total Pounds/s.f. 1. Strip topsoil from the area of construction and store on or remove from site,as required. X a 2nd.Floor 40 Live Load 15 Dead.Load 55 Total Pounds/s.f. 1st.Floor. 40 Live Load 15 Dead.Load 55 Total Pounds/s.f. 2. Owner shall coordinate with landscaper to remove/relocate existing planting as required for 12 ° : ..° 4.a? • • d \� ��A ...�°. T- new construction. •- • a ' ' 17"' ..V-- ` ,e •° . •. a • , a _12-2 , rt ° AG(0 ` PROCEDURE NOTES: •�a ; • °' �% 1, The General Contractor shall furnish all labor,coordination,materials,tools,supervision,transportation,equipment 3. Locate and protect existing on-site above and belowground utilities. Cooperate with utility '. • • 11), methods,sequences,procedures and insurance necessary to complete the work. The Contractor shall warranty all company for maintaining and providing services. , ''S,)?�� ' • 4 00 o,,N� '�'` `''j, °cF' °. �� workmanship and materials for 1 year following final Certificate of Occupancy and repair or replace all defective work or 0 S ° ° �oN °�' �� materials during that term without further compensation. The Architect has no responsibility or relationships to 4. Excavation for footings and foundation walls shall extend 36"below finished grade or below �� '` �y 0-\-- *05' o + d ��5‘ <77 warranties. the frost line of the locality,whichever is deeper,and at least 6"into natural undisturbed soil P�g�'�c 11 : <a: / o'�``c --4, 9.., y'' •• . - . .. `�` 4), of minimum 2 tons per square foot bearing capacity. The contractor shall verify the depth of 9 `� as ' •°<. ,°'•= e , / X" ��$°� �.. ° ° ° ; 2. The Contractor shall visit the site,familiarize himself with local conditions and correlate his observations with the frost line with the local building subcode official. . pD `"% '�' F •• •e• • / requirements of the plans and specifications. The Contractor shall carefully study the Drawings and shall verify all ° wD . 1 •12.0 • *y° 4`: ° existingconditions and dimensions at the project site prior to construction and shall be responsible for same. The 5. Grade areas indicated or as required to provide positive surface drainage in all directions 1.‘• ° �" __ F� P j Po q g09- . : ° I Contractor must notify the Architect immediately of any and all discrepancies,errors,and omissions prior to construction away from the house compacting as required. Ground immediately adjacent to foundation ° e 8�X ° X 10,7 \ a 17.7 < Al '•a $ X , ° : • 4 ----- �F QP �� / A \ a for certification and/or change as required. shall slope away at minimum 1:12 ratio for a minimum distance of 8 feet or approved ^ alternate method of diverting water away from foundation shall be used. X.,gQ • . e • a.' 4 •4. • d N. 00°• .' la 4:... 10.4 N. \ :4...0 e • b •° �%`• °4 Q: U , ° ` i f_ • -0 • .- , 3. The General Contractor shall submit for all required permits,arrange for inspections and secure the Certificate of ' • ..:d • Occupancy prior to final payment. 6. Backfill shall be carefully placed against foundations or retaining walls only when such '„ . • 'r�X.a• 'S • °°•• •d • a-. ° -' °'Q v a ° 4 .° ' q a / E t'' �' I� Z141�foQ--sf.ADDitri . .j a• '° _ ,.. ,(�( �P 9•a .° ••" • '°. - Dr.:Aa • '0/ -- a . . A -10 structures are properly braced and ready for such work. °'' 6 M \ •e ° • d • 6� �e `� • XQ ya r • *Ai 10.9 4. All work shall be done in strict accordance with the Building Code of the State of New York and any applicable local, N 6 / / a da.. . •� Q '10.6 e ' P{ • A ° X ooQ�`o t; 4 ( S .OT 6� • �• 1 ,= \‘\%..A state,nationally accepted agency or utility company codes,requirements,rules or regulations,including any 7. Landscaping to be by others. Landscaping is not included in Contract. 01. ' •---A. 7.7 / x-2-1 \ -t. 9.5`�� ° �rr�� h!i�• a. a O ��� As . ;6�opo ° requirements for additional materials,methods or approvals. The Building Code of New York State references the eRlc ...� e ° followingincluding applicablesupplements, partFooting pipe perforatedq X06 \\ / / fi w9rx ;�r V • •' ", lb.'�e sub-codes, current either in or in their entireties: 8. Drains: Provide drain i e of 4"diam. P.V.C.where noted or required. ��I" A 6 25 '�',.•••,.141.1,7":411 / °' : '�;` AD • The International Residential Code/2006 Drains shall be laid with 1/4"open joints protected at top with building paper. Lay drains in o , a \\ X ROOF Ott( 22 g • �, • The International Mechanical Code/2007 leveling bed or lightweight aggregate pitched 1/16"per foot minimum,connected to tight joint 2 N• ICON- -,:j 4 / ,BRICK CONC. R.. . 1 1 r.: e ° . X 10.20 L Zai M• • `°NG `'��, \\ I / y 4 • ° a ��° • The International Fuel/Gas Code/2007 pipe leading to dry well,sewer or other outlet. Cover drains with minimum of 12"of gravel or \\ HEDGE ROW . p i 11.3' > r_ a x ° '. 41II >� �� ---1° • The Energy Conservation Construction Code of NY State crushed stone. Top gravel with a layer of waterproof felt,straw,hay or building paper.[Note: \\ ) 1/�%1!•well ahor, 19.3' F.FL. 11.50/ 5.0' 6/*40�a. �z a kV/ ��' o- / 1,&,AA 4 4 • The National Standard Plumbing Code/2007 Footings drains are not applicable to crawl spaces unless spec cally indicated in r , ' cE\ STYE5fOCKADE FENCE Z4iORY l"RdbSEfR��� .�:1 ,�.��rva 0.2 \� AROUND POOL y/HOl1SE & GARAGE rr=nr.sr • The National Electric Code/2007• \\`, .EQUIPMENT • it uas...itauanas �` . ° a, 7 1 va...,.. drawings.] ir,stut::;;:,�r+ice tin p 2 �i�l jlp • The Fire Code of NY State \ o r,.:.=,�o""`- " ' . 2 rot Y a�'CD \\"°� PIPANE-"" -m Wit, a • The Existing Building Code of NY State 9. Driveway/blacktop Repair: Repair driveways damaged as a result of or b construction \V , TAN CAP F.FL. 16.04 . "O -� .•,i/�* o`` 9 9 oP P P Y 9 Y 0 A% ` 9.4 LOWER FL. 5.01 .r. r./ l9 „ 3fNCe 1,..z. bZ foperations,dumpster location,etc. The extent of such repairs shall be at no additional cost 46.3' �; - ,IPS. K, '° " '" 5, Unless noted or otherwise provided in the drawings or specifications,all materials shall be installed in strict accordance to the Owner. V-' v '" K �`���„_=;1.,9,-74.-...„.7. ....701'�' sem' 1� -r ' i . with manufacturer's current installation methods and details,and shall include all materials required for a complete \\ , ,� WOOD DECK %f�/ ���,la■r illi installation whether shown on the drawings or specifications or not. No"extras"will be allowed for such materials. 0 SER BRICK PATIO 9 4 ` \\' 9. r °.r.rr.rra .Jrr..■r.r x BRICK STEP _ _==�rooruririi.�irruuu.r 4, ( '"- -riiuuuuor;rnur.rr++++■rruun� j � .� r�- I , ��, \ / __"� iiiiiiii'SCATE PATIO■iiirii'��iiiiiirsri saiiiiii'ii TEST HOLE nn-.r.---■ +a. S .• iiia r■■■rra�+mo ;: 4, s. During construction,Contractor to provide all shoring and bracing required to support loads before any supporting �d • / \\ I driR1�.�J111 r.r.57Ep5 uru-o 1 O r+ F ‘\ Arrinr- 25' roma arr--rem.� (�� ,� ,rnrl..nt > clan .n-.arra (� V 0 an \\ r.rrnr■ -.rrrrr.-.r.rrr.l O ,- ti ■aria-rr I :rrrrrrrr■■■■nrrr e =c,3 members are removed. L- �+ % I • .U,J.iii ieiu....iiiuirsi �, v V �� mG \\ nrraun firi osiii' A 0 (" y� c) ��s \ 'i:irsi;;, INGROUND POOL N „■r■+++ ,.+.�.., v 0Q. J0 7. Provide all cutting and patching required completing the work. Cutting shall be kept to the minimum required and shall '°fir\\ iiia'r • �� �� ""'iA"'LS��' not undermine existing conditions fo remain.Patching of existing floors,walls and ceilings where required shall be • \ flim Arionuu.o-_oro. 4, - 30' `„ ■.r■■rrr_.n. smooth and uniform with existing finishes. New finished floor and subfloor combination must align with the elevation of \\ `1.4111 iii i°irin irSiiiir'rran iiirin isii.'i.'a'a'► ?�672.�%. �'r-arr■..--.rrr■r.....■■■a.[! i.rL■....■rra' / •` �c -. £1 ♦ t(/J ,, ,1.., -- 13 the existing adjacent finished floor. _ _ N • . o•^ .$ t� o �J e - ,3 • 8. Contractor shall protect existing site features,driveways,lawns,landscaping and interior conditions from unnecessary p c^ c, •,/ (11 (L • •.• damage.Perform required demolition and removals in a safe manner and dispose of debris as per state and local codes • 'On J 2.3 �o � ' �' _ _ `"Y - � , -'8 , and ordinances. Provide adequateprotection of Owner's existingmaterials,equipment,and ro e Upon completion eq property. Po p • .*A, NO of the work,Contractor shall repair or restore such damage to the approval of the owner at no additional charge. �+ . �� a." .( Contractor will be responsible for damage to existing structure and contents due to inadequate protection. �. wQDD 7 0 3".i-+ � , 4i wooD "� HEgD pR V 4No �� 9. Premises shall be kept broom clean at all times,and left thoroughly cleaned and washed upon completion. ?H DOCK Mk. % • 'I .81.2s7., >g11. �f , �° N , 1 ��- 10. Upon completion of the work,Contractor shall remove from the site and premises all debris,equipment,tools and 77 10'40'' �D100C � \\ materials resulting from the work. W K 70.001 1t, These Drawings are not intended to be"machine assembly"or"shop drawings"that describe every detail,procedure and material of construction.All dimensions and locations indicated on the Drawings shall be considered reasonably correct, PLUMBING bbut they may be subject to modifications necessary or desirable during construction to meet unforeseen or other ALL PLU.".f^'UG WASTE conditions. &WATER LIVES NEED ELECTRICAL ' TESTING CEFORE COVERING INSPECTION REQUIRED 12. The Architect has no contractual obligations to the client beyond the preparation and delivery of drawings suitable for ' filing for a Building Permit. The Architect does not have Construction Administration responsibility unless otherwise APPROVED AS NOTED '7s--633 • agreed or amended in a separate contract. RETAIN STORM WATER RUNOFF . DAT • • e.p•# __ PURSUANT TO CHAPTER 236 13. The Contractor must consult with the Architect before making any modifications or variations from the 70o OF THE TOWN CODE. specifications ations and architectural and/or structural drawings. Architect is not liable for anydeviationfromthese NI _. IIN BY '' � g NOTIFY BUILDING DEPARTMENT AT Documents made without hislher authorization. 765-1802 ti AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: PLOT PLAN NOTE: 1. FOUNDArI 14. The information shown in the drawings and specifications constitutes the extent of Architectural services rendered ON-TWO REOUIREb e4, 10 a i THE PLOT PLAN SHOWN IS BASED ON THE REFERENCED FOR POURED CONCRETE '��� PROPERTY SURVEY PROVIDED BY THE OWNER. THE to the client. The Architect limits his/her responsibility to dimensions and materials noted in drawings and/or 2. ROUGH-FRAMING,PLUMBING, specifications. Architect is not responsible for"means and methods"of construction used by the Contractor. STRAPPING, ELECTRICAL&CAULKING REV DATE COMMENT PLOT PLAN INDICATES OFFSETS AND DIMENSIONS FOR 15. The Contractor and any Subcontractors shall be responsible for the proper performance of their work,coordination 3. INSULATION THE SOLE PURPOSE OF SHOWING ZONING INFORMATION. with other trades,methods,safety and security on the job site. Special attention to safety shall be provided during any 4. FINAL-CONSTRUCTION&ELECTRICAL D A �, THE OWNER AND/OR CONTRACTOR SHALL ENGAGE A demolition and new construction. The Architect is not responsible or liable for the above and shall be harmless and MUST BE COMPLETE FOR C.O. Paredes - Grube Ill chitecture indemnified byall Contractors and Subcontractors from anyclaims,losses,suits or legal actions arisingfrom the ALL REQUIRECONSTRUMENTS SHALLECODES THE SURVEYOR TO VERIFY AND/OR "STAKE OUT"ALL 9 REQUIREMENTS OF THE CODES OF NEW CRITICAL OFFSETS AND DIMENSIONS PRIOR TO performance of the work. YORK STATE. NOT RESPONSIBLE FOR 240 Rock Road,Suite 101,2nd Floor DESIGN OR CONSTRUCTION ERRORS. CONSTRUCT/ON. Glen Rock,New Jersey 07452 16. The drawings and specifications were produced with the assumption that an experienced"General Contractor"(GC)will (201)444-6003 coordinate all work. The Architect assumes no responsibility for problems or injuries that could result due to the Owner assuming the GC function or workers or other subcontractors hired by the Owner outside of the GC control and /iS, NJRA/AI 12305 supervision. COMPLY WITH Xiomara C. Paredes AIA �,,p dlALL '�� r�:. CODESNYRA I 1"= 2 ::�•> � 022493 PLOT PLAN .:��:. ,� ,. OF LOt. Pi`Zi' NEW W YORK K STATE 1 Culver eOuOati�� fc�r'.t�e;�"a�rto iia 'l�r�I` & TOWN ' � CODES dui t lrlg ° ` ""'"` "' `i 17. The work shall include all material and labor necessary to complete the construction as shown on these drawings. All AS REQUIRED AND CONDITION PROJECT: Information for this Plot Plan has been taken from survey provided by Client '' � `� " " ' '" � • K..,> SOF Survey prepared by: Nathan Taft Corwin III Land Surveyor Zone R-40 Maximum Building Coverage: The percentage of a lot covered by buildings and work shall be done in a workmanlike manner by skilled mechanics. All materials to be new,except where otherwise ADDITION&RENOVATION FOR Surveyor: Nathan Taft Corwin III accessory structures shall not exceed 20%of the total area of the lot. specified. -- SOUTHOLD TOWN ZBA NJ License No: 50467 Date of Survey: February 21 2008 - SOUTHOLD TOWN PLANNING BOARD CADEDDU RESIDENCE BUILDING STRUCTURE COVERAGE EXISTING PROPOSED 18. The General Contractor shall acquire,in advance of the work and from the Owner and/or the Owner's specialty SOUTHOLD TOWN TRUSTEES 1380 WIGGINS LANE ZONING DATA: THE CADEDDU RESIDENCE contractors,complete information on the Owner's appliances,special equipment,and built-ins,including dimensions, GREENPORT Total Square Footage of Lot 19,116.00 SF 19,116.00 SF locations and requirements for supports,penetrations,venting,electrical connections and outlets,gas connections,water `-""z_ --� N'!'S•DEC ,NEW YORK Zone: R-40 Block: 5 and drain connections and all other special provisions. The General Contractor shall distribute this information to all DRAWING TITLE: Use Group: R-5 Lot 64 Construction Type: 5B Square Footage of House 1,443.37 SF 1,675.14 SF subcontractors and fully coordinate and mark-out the information to ensure trouble-free installation at the completion of • ITEM RE=QUIRED/PERMITTED EXISTING PROPOSED Square Footage of Front Porch 56.50 SF 56.50 SF the work. SITE PLAN &_ZONING CHARTS Lot Area-Minimum 40,000 SF 19,116 SF no change Square Footage of Rear Deck & Steps 414.50 SF 499.98 SF CERTIFICATION OF '" �_- Lot Width -Minimum 150 feet 63.00 feet no change Square Footage of Pool 688.50 SF 688.50 SF 19. The General Contractor shall be responsible for the installation,start-up and testing of all appliances and equipment, NAILING & CONNECTIONS _ _- f changeTotal Square Footage of Building Area 2,602.87 SF 2,920.12 SF except where under the contract responsibility of others. The General Contractor shall save and turn over to the Owner /�/ , �J \ d� Lot Depth-Minimum 175 feet 110.00 feet no REQUIRED. (,� �__f Front Yard-Minimum (Wiggins Lane) 50 feet 35.7 feet no change Ratio of Bldg/Structures to Lot- all warranty information,manuals,operational instruction,troubleshooting guides,supplementary information, _"� --- Front Yard-Minimum (Maple Plane) 50 feet 52.1 feet o change STRUCTURE COVERAGE PERCENTAGE: 13.6% 15.3% accessories,extra parts and special tools packed with appliances and equipment. DO NOT PROCEED WITH These documents are for use SEAL: Side Yard -min.width 15 feet 29.8 feet/41.9 feet 25.0 feet FRAMING UNTIL SURVEY Rear Yard-minimum depth 50 feet 66.0 feet to house no change Zone R-40 - 20. The Architect assumes no responsibility for damp or wet crawl spaces or basements. These conditions are a function of OF FOUNDATION LOCATIONsolely with respect to this project 60.0 feet to deck no change Livable Floor Area: sum of all floors of 6'-0"ceiling or higher. Includes Basement but underground soil conditions,regional rainfall,flood plain data,site modifications and workmanship of the Contractor. HAS BEEN APPROVED. and the Architect shall retain all :'1 2,669.35 excludes Garage and non-heated spaces rights,including the copyright. Livable Floor Area (SF) minimum 850 SF/dwelling 2,203.6621. All walls are dimensioned to nominal thickness. Any other use is prohibited /2/Lot Coverage-Maximum 20% of Lot Area 13.6% 15.3% LIVABLE FLOOR AREA EXISTING PROPOSED Maximum Number of stories 2 1/2 stories 2 1/2 stories no change without prior written Consent Of Maximum Buildin Height-to ride 35 feet -2", ..., ,4 213x'., addition 22. DO NOT SCALE DRAWINGS. Use marked or computed dimensions. the Architect. N.,,.,.) ,[�jj ig g /,.-�. „ '*.' = -•°.. 1.8 ,_ `�,-� �' Total Square Footage of Entire Lot 19,116.00 SF 19,116.00 SF \p r �• Ss'��� �,•,c* { ,.s•M"•G 1 tet'" y✓`" �j ti C i,; I I GL - GL a Nfi L t ROOM — BEDROOM #4 FIREPLACE — - ABOVE ' � HALL r-----) .......__ Cc: STORAGEooM --- L BEDROOM #3 _ — ROOM O- �, BATHROOM — CL 0 - _ GARAGE ENTRY HALL 1 CL ` / CL . r 0 0 I EXISTING LOWER LEVEL FLOOR PLAN EXISTING 4 O O SCALE: 1/4"=1'-0" BEDROOMS A 2SIINr?9 -IN (29 -X X WOOD DECK Z I I 1 , I I I I I + I 7 1/1 G Adi I. 14i., r r),J 1/47-alai A Sir).,to EDIT I1r PW • cii V .t1 t t4 p4. �Ivi�� O BEDROOM # I- REV DATE COMMENT - Paredes - Grube Architecture 240 Rock Road,Suite 101,2nd Floor Glen Rock,New Jersey 07452 FIREPLACE (201)444-6003 • I ' NJRA/AI 12305 Xlomara C. Paredes, AIA NYRA 022493 HALL r j , PROJECT: ADDITION&RENOVATION FOR - _ CADEDDU RESIDENCE 5,41--11Q KITCHEN ---- 1380 WIGGINS LANE BEDROOM #2 GREENPORT,NEW YORK ROOF BELOW ----- BATHROOM - DRAWING TITLE: - EXISTING CONDITIONS OF HOUSE ENTRY BELOW I 1 I I ( I I I I ROOF BELOW ( I These documents are for use SEAL: solely with respect to this project I I and the Architect shall retain all ROOF BELOW rights,including the copyright. 1 I Any other use is prohibited / ........"1"--1. without prior written consent of EXISTING UPPER LEVEL FLOOR PLAN EXISTING 4 i r the Architect. SCALE: 114"=1'-0" BEDROOMS L._._._._._._._._._._._._._._._.J DRAWN BY: XCP/CC DRAWING NUMBER: SCALE: AS NOTED DATE: 23 APR 2010 1 Inn E)( JOB NUMBER: 0630 SHEET 1-EX OF 8 CONCRETE: 1. All concrete work shall be done in accordance with the latest requirements of ACI 318. ELECTRICAL LEGEND 2. Concrete shall have a minimum compressive strength of 3,000 psi at 28 days for reinforced concrete members and 2,500 psi at 28 days for unreinforced concrete work. 0 DUPLEX RECEPTACLE 18"A.F.F plid____________________ � -I $ SINGLE POLE SWITCH 3. Ready mixed or job-mixed concrete may be used at the Contractors option. No � 1 $3 THREE WAY SWITCH admixtures allowed without Architects written approval. � $4 FOUR WAY SWITCH 4. Reinforced materials: Deformed reinforcing bars conforming to ASTM A 615,grade 60. IIIIIIIIIII -I L $o DIMMER SWITCH Welded wire fabric: 6 x 6 W1.4 x W1.4 W.W.F.and placed 1"from the top of the slab. III ® RECESSED INCANDESCENT LIGHT FIXTURE 5. Set and build into concrete work all anchorage,sleeves and other embedded items A - -C> CEILING MOUNTED LIGHT FIXTURE required for other work. 11.E 4. 25 P I2A 6 _1111111 _tM - , ...-- \ SURFACE MOUNTED UTILITY LIGHT FIXTURE 6. When temperatures are above 80°F,or below 32° place concrete in accordance with l f�-r\ ;t„,. , ' footingsfreezing during 1 ` Q CEILING MOUNTED JUNCTION BOX ACI specifications and procedures. Protect from placement and �' for a period of not less than 5 days afterwards. Water shall not be allowed to flow ,,- S SMOKE DETECTOR-HARD WIRED through deposited concrete. eG t 9 CO CARBON MONOXIDE DETECTOR //- r- -- - f 7, Concrete finishes: Provide smooth finish for exposed concrete surfaces that are to / V 19I---- �- Lam-- receive coating or covering material applied directly to concrete. Patch defective areas //'"'� -;, +A, I with cement grout and rub smooth.Concrete slabs shall have a smooth steel trowel finish (4 / ,� (LW) I---- with no course aggregate or trowel marks showing. Place 1/2"by 4"waterproof 'Y ' expansion strips around perimeter of slabs against walls. Finish slabs shall be uniform in "�" t '�.� o`� 5 c 1 ---- �, 1,- .,ns � CL CL - texture and appearance. ` ce 004- Li _ y, .2-,' 4'9, iiiig - ) ,, ..,Isf14\\ ""' �; �,., .�, _ 8. Place earth fill under slabs in 8"layers,compacted to minimum 95%AASHO density. Fill „, ,,.... _ under slabs shall be clean and free of vegetation. Remove rocks and boulders. ..7=7"--. s ::: :: : ::::s::. ::::: :::::::.:::: :::::::::::•:::::::.::::::::::: ..:o• �- '� ROOM -- BEDROOM #2 O 4:.: "o --- -- '/ 9. Construction joints in foundation walls shall be located as indicated or required; • �.����__' .� 114 � O�ti--4-M ,y 71 � - HContinue reinforcingacross constructionjoint. perpendicular to any reinforcing. 'n 'o' C.---- I � &-1114 \ LV.L _= - c " 1t; t , Horizontal joints shall not be permitted. 1 i, - 4' O" > '>-,-24,4c::<'" 10. Footings at different levels shall be stepped on a slope of 1 vertical to 2 horizontal(24" ....\..,.. ) --1 t. AP;' i kr: / I Plig,5 l { ,��j .• : .� minimum). . i- ' ' y -- -4-: ( •_ �� t� E IRP © � 11. All concrete slabs within building shall be placed on a 4"layer of porous gravel fill. Use 0 0 of vapor barrier to be detemuned by Building Official. `.1 I r tVtpl, I HR FIRE RATED CO .•.D '' -- -� J HALL y 12. Exterior slabs and stairs shall be broom finished by drawing a fine-hair broom across // V f`% s �`_c j ; /. � i t .r• concrete surface perpendicular to the line of traffic. Repeat operation to provide a fine "�` � _ _ ___1 ^; _ tr LV' 1. line finish acceptable to the Owner. - 1 ice° a� - -- 1"'Vt-- ! s ----- _ CL I i J - 4-' ----- / MASONRY/FOUNDATION WALLS: - IHR FIRE I ��_�°:' � -, -- 5toe;E�r;4l. 1406,IQ l :i, ~ - -- BEDRooM #B I �� RATED WALL i ! 1. Unless otherwise noted all work shall be in running bond. Masonry shall be protected GL , _ BATHROOM from freezing for not less than 48 hours after installation. l �; � � � �/,� t � GARAGE • i ��i.,. - ... o — - ( __. tai '` 2. MasonryFoundations: Contractor shall coordinate tops of masonrywalls with floor .- :1 . T rte'-.__ 9 e1 . 4, � P t_GG�,__.. UpDN P 1 , t : G i framing,architectural requirements and finished grades. All masonry walls shall be - f :-•-r A ENTRY HALL _ laterally supported by horizontal bracing of floor and roof framing. Sill plates shall be i anchored with 112"diameter bolts extending at least 15"into filled cells of the masonry °a = ' units. Spacing of bolts shall not exceed 6'-0",with bolts not more than 12"from any f I $ �..._-- /' �-� y end of plate. Provide at least 2 bolts per sill. lo � �� L.._C_L.. 3. At intersection of new masonry foundation wall with existing masonry foundation wall, �! I 5,_ait to S_8!! ° " °�� ` " '`' ' UVr ��` I` �— provide reinforcement dowels grouted solid into both walls at every 4'-0"vertically. i14 L ."� \ ft E •1� 0 (3 /� t:555 5555555.1 , 'Mk 4. All masonry walls shall have horizontal reinforcement every 2 courses. _________TA -0--' d -T 1,4310 _ .,. __ • t lip! • L/ ���� f, 221-5" Yi 1'M (•').� "°t 6EDR,00vS 'L -'2 p to \____,' 2-2,40 -=-" 0 0 l,. s r + SCALE: 114"=1'-0" l_ . --- s ' t* 4 ! r, i¢ t 1 9 It .a ch r 0 - USP thiow T • HG _ IF'7 9 x IL / .1 11 .- 1 Rt 4" I'-O" 2,..0" ��t ,s4,7; J i � , (Al 0' 7:''' '11 , 111 ILA( /41-1W..6;:5-- i f • 4 ,3 :1 ? r -- �. lam. z,.p� - ! 1�� '�1 k: � 4 `•9 tit t Y'y�tti., � 0 0 0 _ _ fq "� r REV DATE COMMENT 1.4-C,t r E CA P P. 70 WI, Pi . ° Paredes - Grube Architecture N 2'-0" 240 Rock Road,Suite 101,2nd Floor BOLT SPACING DIAGRAM Glen Rock,New Jersey 07452 (201)444-6003 NJRA/AI Xiomara C. Paredes, AIA NYRA 0224935 " /--,=R�,i 'I PROJECT: 8 TRUSSLOK ENGINEERED W00D c=-/=2; ADDITION&RENOVATION FOR FASTENER BY FASTENMASTIER —fel [;II` STAGGERED TOP * BOTTOM W/ 2 CADEDDU RESIDENCE • BOLTS @ BOTH ENPS / _ 1380 WIGGINS LANE SEE PLAN GREENPORT,NEW YORK DRAWING TITLE: BASEMENT/GARAGE LEVEL FLOOR DETAIL - STRUCTURAL REINFORCEMENT FOR 1 PLANS MULTIPLE PIECE ENGINEERED mac, ✓l STRUCTURAL SIZE NOTE: r f SCALE: 4" = 1�-0 SEE FRAMING PLANS * RELATED SECTIONS These documents are for use SEAL: FOR SPECIFIC 51ZE5 OF EXISTING a NEW solely with respect to this project STRUCTURAL MEMBERS and the Architect shall retain all rights,including the copyright. Any other use is prohibited without prior written consent of the Architect. DRAWN BY: XCP/CC DRAWING NUMBER: SCALE: AS NOTED DATE: 23 APR 2010 2 JOB NUMBER: 0630 SHEET 2 OF 7 .t ►� WINDOWS!DOORS/FINISHES: u 14 14 p4 1. Windows and Patio Doors:All windows,and exterior Frenchwood doors to be "Andersen 400 Series". Units to include standard high performance glass,screens,and extension jambs. Window color to match existing standard. Windows, doors and skylights to be installed as per manufacturers'written specifications. Window and door muntin or grill pattern as C 0 ►-, Ishown on elevations and verified with Owner. Window and door muntin or grill type(i.e.wood,plastic,or simulated divided light)as per Owner selection. A (E) EXISTING 2. Doors-Exterior:Exterior insulated steel door(s)to be Stanley or Therma-Tru. Model to be selected by Owner on 6 0WOOD DECK allowance basis. Interior: Interior doors to match existing.Interior"French doors"to be"Nord"or"Morgan". IS'-II" DN / 3. Door Hardware-All door hardware,including knobs,levers,pulls,hinges,locks,catches and bumpers,shall match .��_I 3._O.. 3'-O" existing style(s),finish(es),and standards of quality,or where of a new type,to be as selected or approved by Owner. 1 MIN. Y/ 511I �_ .,_ FWG01I-R -'ZFWH3111 TW2042 DHP31042 TW2042 FW061I-R \ FWH3161I ►_ 4. New interior partitions to be 2 x 4 wood studs with 1/2"gypsum board on both sides unless otherwise noted. .NG 4su'�"t , 35. All bathroom partitions shall have water resistant gypsum board(green board). A cementitious and waterproof tile backer m - 3'-6" i 4'_a ►.� /- 6'-q" board(gray board or wonder board)shall be used in partitions where ceramic tile is installed. 2'-O" ` - NEW DECK -�°' RAKE/ o ikl , 1" 6. New exterior partitions to be 2 x 4 wood studs with 1/2"gypsum board on interior and 1/2"exterior plywood covered with ` " — Tyvek or Typar housewrap. Provide 31/2 glass fiber batt insulation (R-11/R-13)unless otherwise noted. - TW24310 •-, FHW54611 Z • - • ��„ ., EGRESS / 3.2 - L7. Wood flooring:2 1/2"oak plank to match existing. Color,finish and/or stain to be selected by Owner. 5 R a '7?" BEDROOM # I 4'-4" \�/ �bo°• DN 4 T a q " - 8. Interior Trim-Interior woodwork,casework and laminate shall comply with AWI 400 series standards. Interior wood trim / m and frames shall be installed straight,plumb and level with closely fitted joints. Blind nail as much as possible. Face nails v,_lo„ -r 21'-q" / 2'-8" shall be set and stopped with non-staining filler to match finish. Stagger,conceal or place all joints in unobjectionable o-I / /,,„,/„j/�,,/,,,,,,,,//„/,,,,,/,, ,,,/,,,, (I'-8"x '-8" MIN.) FLUF locations. Provide all hardware required for architectural woodwork.Caulk all trim joints and edges with paintable FIRESTOPPING RF adhesive sealant. Interior woodwork to be painted. --— ' LINING AS REO'D . p,.AG •6)- - 5'-i” ri 61___ �'�-��G Z 6"m HBAGv_,-- —I L=--•� I 9. Interior Composite and Specialty Trim-Composite and specialty trim components,including polymer,resin,plastic and o W.I.G. /r t (EACH END) fiber-board materials,shall be installed and finished as per manufacturers instructions and of a quality matching the new II FILL PATCH FL00�2 / and existing wood trim. (CHIMNEY ABO E) $ z __ I� CEILING AS EO'D F REMOVE i -- ___=� ` 10. Stair Trim-Balusters,handrails,newel posts,treads,risers,stringers,hardware and accessories shall be of wood species, 1--- c'O -1-u (E) DOOR /iiiiiiiiii. Poctcer .-_C?'7.rl�llll� DN color,finish and style as selected and approved by the Owner or as detailed in the drawings. Each run of stairs must be r �r a BEDROOM / °°ted T--Ifa KITCHEN n ° - equipped with a single continuous handrail extending from the bottom riser to top riser; the contractor shall mount the STUDY iN kD -I. MASTER o Co , z (70. ----- ° K,_____ -, handrail to meet code requirements for clearance from the wall and height above the tread nosings. N q'-O" TRAY _ �y a , -CEILING z ” BATHROOM rw 13'-O” > — + , /jj///////, ----- ° (E) 11. Kitchen and Bath Trim-Interior trim at the kitchen and bathroom(s)shall be coordinated with the installation of cabinets R CI C 41(1151-5" —--_ =____ - and cabinetry trim. The General Contractor shall coordinate the schedule and sequence of trim installation with the ;r, — ----_ Owners kitchen and bath contractor as required. MASTER-`. • �i ENTRY Eo 12. Color,surface,hardware,and other finish materials shall be selected by Owner in coordination with the Contractor and / BATHROOM , __ r BELL�oW 1.11, J 2'-I I" I from a cost allowance established between Owner and Contractor. Contractor to provide samples and/or catalog cuts of i / all finishes,materials,and accessories for Owner approval. Contractor must record all Owner selections in writing and ;t-�� 5'-0" - ' . - �'� I / (E) (E) (E) TW2446 TW2446 furnish a copy of that record to the Owner. mo ( 7_, \'\ 13. Tile to be provided and installed by Contractor on allowance basis. ) ALOD SHUTTERS AND HARDWARE FOR 14. Installation of all finishes,materials,appliances,and accessories shall be in accordance with the manufacturers written 11-6" COMPLIANCE WITH BUILDING ROOF BELOW instructions and standard industry practices. __,,,...__\, /�iii���i�iiiiiiii///i�iiiii�i����iiiiiiii�iiiiiiiiiiiiii./iii iiiiiiiii/i�i�i�//iii/�i�� r . CODE SECTION Ib0Q.1.4 WILL BE GXI 5 CXI35 I ON SITE UPON INSPECTION 15. Interior Columns-All decorative interior columns to be PermaCast polymer resin/ lass fiber manufactured byHB&G. L � .21E TEMPERED PoY 9 ROOF ;:ELOW Capitals and bses to be HB&G polyurethane material of style and size as indicated on drawings. Ornamental capitals,if „ qspecified,to be HB&G polyurethane material of style and size as indicated on drawings. Ornamental capitals,if specified, 3'-4" 1'42 5'-0" 3'-8" l q") to be HB&G polyurethane material. Columns shall be installed and finished in accordance with manufacturer's instructions. 1 4" 4" \4" t./ 141-52 / FRO OSE 4 INSULATION&R-VALUE NOTE: 22'-4" E E RO Q u S THE GENERAL CONTRACTOR IS RESPONSIBLE TO .r UPPER / MAIN LEVEL FLOOR PLAN A AND FLOOR INSULATION MATCH THE VALUES ENSURE THAT R-VALUES FOR ALL WALL, CEILING Z\ g 10 1,1v114624 ��r H-1 �TC�' 1 SCALE: 1/4"=1'-o" 6 x PARTITION LEGEND LISTED IN THE "RESCHECK"COMPLIANCE REV DATE COMMENT .„7c Nr I I EXISTING TO REMAIN CERTIFICATE. THE RESCHECK CALCULATIONS CANNOT BE ADJUSTED TO MATCH INCORRECT C====C EXISTING TO BE REMOVED INSULATION VALUES. Paredes - Grube Architecture iiiiiiiiiiiiiiiiiii NEW 2x4 @ 16"O/C 240 Rock Road,Suite 101,2nd Floor W/1"GYP.BD. ©INTERIOR FACE(S) Glen Rock,New Jersey 07452 (201)444-6003 Xiomara C. Paredes, AIA NJRA/AI NYRA 0224935 PROJECT: ADDITION&RENOVATION FOR CADEDDU RESIDENCE 3 `r 1380 WIGGINS LANE 7. . GREENPORT,NEW YORK ' DRAWING TITLE: UPPER/MAIN LEVEL PLANS These documents are for use SEAL: solely with respect to this project and the Architect shall retain all rights,including the copyright. • Any other use is prohibited j • without prior written consent of the Architect. 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' i UPON INSPECTION 11111111 I'�L J II■1:��1� ��i 11111■■I■11111■■11111 I_ 1 'I 7.I � ■ ■ ibli LU . ■ ■■ ■� i 111111111 �'■ NEW DECK ' '�■ull.■Irm■Irl■■Irn■Irr■1111■11111111.■Ir.■u■1■Ir■■Ir.■1r.■Ir■I■ 1111 11111 r■Ie-r I�■ r ■ r ■ r ■ r cy 1 1 .III.Ilii u■ 1. 1. 1.■Ir■■11.1 I 1 11111111111111.1111111111■111t■r111111iWA% r1111111u & •. 11111ur111■r1111r11ur1111� ■ 1 II ■ +..11111r/111m`� 111 r I:1./.■■t■..1■.■t■.■11111■1111■ ■Irirl �rrr�■Ir.rlllurlr.1.l■11■Ir11r1■.■1■..r■11■1■■■t■111 ■ - I ,- 11-iii ■ 111 - Ir �1 _ �1 r �r�1�1 �r I ,E� � �� � t�� ��wll mi E■ll I�tr:n inal�� I3��1■:�SI 111:NEW MASTER LEVEL FLOOR '-7_ 11.-7-1M ! � i - _ 1111 w �i••= ���is�wr■■=. -.-1111-.---.-•-.-.-.-.-.- MEM ■ ■ NEW UPPER LEVEL FLOOR , Milks. - b FRIEZE BOARD 1-_ =J �� - �1 VINYL SIDING 1111 II IIflII b" FRIEZE B9ARb.-�-� � 2'-O" GARAGE CEILING- ,2-O I I� �� 11111 4"1OPTION: CEDAR SHAKES (E) DECK i - �■ ` r GARAGE CEILING •14,... 1 II I I' 1111■ -.- CO - -i 1111. ' �� - ' ' I. _ RECESSED ■PANELS MAIN LEVEL FLOOR BASEMENT LEVEL CEILING=T-6" - (tal 1111■ immarmivi1111■ �' © _� , i in '6 IIII 1111■ ■II�1III■11■ 1111■ !! 13iitIIIEI iiiiiiiiiiiiiii 11. �������������■( �r ■I�tt■1��11■�������� ■ I l l I l I l 1 11111 1 I■� ��I^�-.-. 1��� ■� ��� �t��� 11 ����I�����1����■ t������ - .. ��mm■ i�mm� . ���1� ■�■ ' 1 �I! ■�t����tt■tt■t���I�t1■tt■ ■� . ■ 1I I I 41 1 J ' III■����� �r�������■■I.■��M ��� ! ' 11; ����M����Iu����■ m L I I I I I l 1 1 1 - MI ■�1•�I�r���t•���� N Ill 1 I - -- 11 �������������■ I ENTRY LEVEL FLOOR 4x4 • P05T ■ l 1 I 1 I I l I dl liar -®j ■ ■����� ������� ■�����■ ■ I I I I I I I I I I I I I- 1 ����1•S 11■�MM=���SSI�1��MMI�f NM IME i 11 ■11■NIN=I�NEP 111•�t��IMM1�=■■1.���1��■ i- GARAGE FLOOR NN����I/ 111 =�� i111i��1�1��M1 GARAGE FLOOR I 1,1"-----\ 1 REMOVE (E) COLUMNS ���...JJJ INSULATED STEEL O z i i GARAGE DOORS - _ - _ _ _ _ _ _ - __BASEMENT LEVEL FLOOR m "AMARR" OR FRONT ELEVATION \ LI APPROVED EQUAL SCALE: 118"=1'-0" SIDE ELEVATION EXTERIOR SIDING&TRIM: 1. Exterior siding shall be vinyl,in a style,pattern and color as selected by Owner. SCALE: 1/8"=1'-0" EXTERIOR SIDING&TRIM: EXTERIOR SIDING&TRIM: 1. Exterior siding shall be fiber-cement composite shingles/shakes,as manufactured by 1. Exterior siding shall be fiber-cement composite smooth texture clapboard,as 2. Exterior Trim-Exterior trim to be vinyl,of a color,style,and dimension to match with the Hardie,with color and style as selected by Owner, manufactured by Hardie,with 4"exposure in a color as selected by Owner. Tempered Glass Notes vinyl siding system. Where vinyl trim is not available or appropriate,trim shall be The following windows/doors are required to be provided with wood-based'.and covered in aluminum in a color compatible with the vinyl siding and trim. 2. All wood siding and exterior trim shall be back-primed or sealed prior to installation. 2. All wood siding and exterior trim shall be back-primed or sealed prior to installation. safety/tempered glass: Where wood trim must remain exposed,paint to match vinyl and aluminum colors,except where othenwise noted on Drawings. 3. Exterior Trim-Exterior trim to be Hardie board and matching fiber cement components, 3. Exterior Trim-Exterior trim to be Hardie board and matching fiber cement components 1. Any window or panel adjacent to a door with the nearest exposed edge where possible,or synthetic trim components as manufactured by Style Solutions or or synthetic trim components as manufactured by Style Solutions or Fypon. Where of glazing @ 24"or less from such a door,and where bottom of 3. Vinyl Trim Accessories-The Contractor shall provide mounting blocks and trim kits for all Fypon. Where wood must be installed,paint to match other siding and trim,except wood must be installed,paint to match other siding and trim,except where otherwise window is less than 60"above finished floor. exterior surface mounted receptacle boxes,light fixtures,speakers,and buttons. Trim where otherwise noted on Drawings.Exterior trim and frames shall be installed straight, noted on Drawings.Exterhr trim and frames shall be installed straight,plumb and level kits shall be color matched to the vinyl siding and as manufactured by Mid-America plumb and level with closely fitted joints. Blind nail as much as possible. Face nails with closely fitted joints. Blind nail as much as possible. Face nails shall be set and 2. Any swinging or sliding glazed door. Building Products or equal. Light fixture mounting blocks must be properly matched to shall be set and stopped with non-staining filler to match finish. Stagger,conceal or stopped with non-staining filler to match finish. Stagger,conceal or place all joints in the mounting base dimensions. place all joints in unobjectionable locations. unobjectionable locations. 3. Any door or enclosure for tubs,showers or whirlpool;and any window within this space with an exposed bottom edge of glazing of less than 4. Exterior trim and frames shall be installed straight,plumb and level with closely fitted 4. Exterior Columns-All decorative exterior columns to be PermaCast polymer 4. Exterior Columns-All decorative exterior columns to be PermaCast polymer 60"above standing surface. joints. Blindnail as much as possible. Face nails shall be set and stopped with resin/glass fiber manufactured by HB&G.Capitals and bases to be HB&G polyurethane resin/glass fiber manufactured by HB&G.Capitals and bases to be HB&G polyurethane non-staining filler to match finish. Stagger,conceal or place all joints in unobjectionable material of style and size as indicated on drawings.Columns shall be installed and material of style and size as indicated on drawings.Columns shall be installed and 4. Any window or door with a glass pane greater than 9 SF.,and glazing locations. finished in accordance with manufacturer's instructions. finished in accordance with manufacturer's instructions. at less than 18"A.F.F.with a top edge greater than 36"a.f.f,and with a walking surface within 36"horizontally of the plane of glazing. 5. Exterior Columns-All decorative exterior columns to be PermaCast polymer resin/glass 5. Exterior and interior painting is not included in the Contract,unless otherwise agreed 5. Exterior and interior painting is not included in the Contract,unless otherwise agreed fiber manufactured by HB&G.Capitals and bases to be HB&G polyurethane material of with Contractor. with Contractor. style and size as indicated on drawings.Columns shall be installed and finished in accordance with manufacturer's instructions. 6. Exterior and interior painting is not included in the Contract,unless otherwise agreed with Contractor. REV DATE COMMENT ADDITION / METAL FLUE I Paredes - Grube Architecture IN 111111rII i1r.i1r.11r■rr11lrl♦■■11rr4r.■011111■rn�■111111111.n1..1111.411.■■r.■1■1 M11311■1r1♦111rr■rrr�1 BUILT-UP DORMER i rn��i �i�l'ji1■l�i 1i1■��I � �u■1� I� Ir 1i0111i11�1�11,11111i 111 81111 DORMER W/ 240 Rock Road,Suite 101,2nd Floor ■ 111111MINOMUIMIMMUMr■111x■Irr■Ir■MMiM r■I■Ir M■Irr■IMUMN■ MISMI�nr■ riina11■�l Glen Rock,New Jersey 07452 FLASHING FLASHING 1 ■1111■Irl■1111111111111111111■1111111111r111■11, �110%I■11111111111111■1111■11111.11■1.11111■1111 ROOF O.H. le 444-6003 i mora■■■ommi■Tamm■u■■Ir■■1■/r- -'.1111 ■1iraram ■mous Tamm ■1■1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■�■1111■ ■ten■.n■.n■ten. ■nom■■■ ■n�q■�q■ ■P�q■ ■n�■n■ ►�p�■n�■■■ ■■■ ■n�q• ■n�q■ ■■■ ■n�■P� �■ �■n�q■�q■�■ �■■■�■■"�■P�■n�q■�■■■�■n�■„■ :.o.:::ae 111■1111■11mraram ■■Irrp11r■ m1.- 'r►. ■Ili■Irr■11■■111■u1.■nI■�1 1 r ■ ■ ■I ■ I ■T ■- ■- ■ ■ n 111m1111111111umm111111n el i1�► '` 1111111111■111111111111111111111■■ 1111111r1111r11ur11111111 11111111■1111■r11ur1111r1111111111111111111r1111111111111111111r1111111u111111111■r►�11r�11rrtl■r1111r11ur1111r11u1111■r11ur11ur1111r1111t1111r111111111r11ur11ur11ur111111111r11u11111r11u1111■\111111 � i�, NEW A - 11 11 ■ ■ 1 11 1 ■ 11 ■ r ■ 1 ■■1■■■umra11.m■.1.■.1.■.I■11■1■um..0111.11.11.1. .muraram1/-vvra 1■11■1■11.1■unra■�ai moan 11■■1.■■1.11.1■11■mura ■mraraiumra ammumra u■.1111■I■■■u■■1111■1■mmummmus11■m11.11■■.i I�1'II -., -1.l■■■1■■■1■■■11■ mini ■■rata 111 NEW MASTER LEVEL CEILING-9'-0" ■ rr11 Ir■ 1111 12111 lir lir■ rr11lrrnr21n112111111r111rr111/111111r111MIIrr■Irr■pr1111r2111U2111M112111111rn1111111111 nrr• `12111111.1111 1111111111112111111■IIIMr21u1rn121n1r111111■1rr1111rg1rnl.■11r1101r111rr■111111■nrr■Ir21/�11rn121n121nrrnrnrMP` 1 '41•11.111111111•1•011•11110•111•111•111111 I I I 1 I 1 1 1 171�������i►' Nr 1 1111r 11111111111 1111r1111r11t1111t111111r11111111111111r1111r1111r1111r1111r11ur11ur1111r1111r111■r1111►111ma► -�r11111 ,� 11t1r1111r1111r11n111111111111111r11ur11111111■11111r11u111ur1111r111■1111■111111■11rMr1111r1111r1111r1111r1111r1111r11111111r- • •.x1111r1111r1111r1111r1111r111■r■ JRA/AI 1■ r1 111 ■ 11 11 1 11 1 ■ 1 11 1 11 1 ■■11■■0111■u■■m■■01■■mura ■■mum■■u11■1■11■m11■m �4■1. 12 1■■■r■11■u■■mraram 111■u■■mramm ■m■■1■11■r■■■11■■0111■1111■I■■■m■rul�rr ramo ikra ■r�r�■ unmoor _gm iriti . Lra�'►. -.rlr..raura ■1.a u■■1■11■11■Iu2305 �■nr of a minirr Irru11r muom uum uua1.a urmuruurrur�rammomm �ramraramme - 41 `� �r0l 1 111111 11611111111♦111.1�0ri1%10rt1•�0r11♦1.0 11 1111 11111 10i1/i1r11 ril�lii0 11`litrliil11111•rrlf- 111 1101�11'I�1�11.1111, ■� x10TYlara C. Paredes, AIA NYRA 022493 1r111■r11ur11u111ur111 11ur1111111ur111111111r1111 111 11■ 11■ 11 1 11■ 111 11 1 11■ 11 1 11 ■ r ,�►1I1II��� 11 11■ ZE BOARD F' Z BO•RD 111 1111■1111■1■11■1■■■11■ 11111■1111■11111111110111■1■■■1■11■1111111■■■1■11■1■■■1■■■11■■1■11■1■11■1111■1■1110` I v 111■r■■■1■■■1■11■1■■■1■■■1■■■1111■1■■■1■■■1■11■I■11■1■■■1■■■1■11■1■11■1■11■1■■■il NEW MASTER LEV.WIN HD=6-8" 1111r■Irrulr11pr■pr MINHWHIM•OR111/r■11211111rn11r/llrn11rn1121nrr■Irrnrr11Mlr■I IM � IIK el hili• `Vlrrnrrnrrnrminrnrr11nr■ur■Irr■lrmnrrnrrooto rnrrurr■IrrNt r - - - -•-• 111111r1111r1111r11M■1111 1111r1111r1111r1111111111111111111r111■1111■11111r11u11111111111111■r11111110v /i,l1.114B 16 II'M,. ilr1111111111r111■1111■1111■1111.1111111.111111111111u111ur1111lempa1111111r11111 11 '■■■0111■m11■I■■■01■ ■■1■11■0111■1■■■0111■1■11■u -...11■0■11.01■■01■■I■11■1■■■11■■Ir .I I aptmac 1 I .■I 11.11.01■■01�■1111■1■■■11■■u■■u■■I■■■I■11■1■■■r■■■1■11■r■11■11■■1■■■0 1111. 1111. I■ PROJECT: �Irurrnrrur■u1r 1111■111111111■0111I11r■n■■n1.■Irrnrrurrutr■IIr11M1r■I1r■111P- ...=.2. _G, .m., 1 ,,z, =,_, ..-i.. 1WHEEiMO H°iii0��iMlilii0i11 rillilii0INEI liiMlil�iE ri01i11 ri01i1�E tiij N nI ,�� ��, it 111111111111ur1111r111 1111r1111r11ur11111111/r111■1111■1111111111111111■1111■r1111r■t■r111■ve12111121111■r1111r11ur1111r1111r111121111r1111rh._ ■ 11 ■■ ■■■ �. ■■■ r� 111 "CEDAR IMPRESSIONS" ADDITION&RENOVATION FOR MAIN LEVEL CEILING=7'-11_ _ 111.1■•■1■�111■■rlr■_ ._11■011■1111■■1■11■Ir�rlr•ttlrf11r0rrl lr1rlr1111lr1rlr�■Ir•••••��••••lr•••�••••■11■lr�■1■■r01��lr■�Ir11r 1.111• �■111 ■1■r�lr��lr MMI•l■•�1■�rlr11rlr11r••�lr•rlr�rl��■_l••••11r11--. Am. _ I �lI 111 � r (OPTION CEDAR SHAKES) • - _ jjI _ CADEDDU RESIDENCE ■■ ■■r -- illillili _ r1Q lil I■I IIIIIII iiI1 ■■ • j i ■IL \1111 ■r7� = L1380 WIGGINS LANE �, Q 1111 _�Rill _- _1.11 ,--�i�12° GREENPORT,NEW YORK ILI III �■� ■i111t■I■■ h�■■ ■11■ ■11111 ----- 11II II it II II III h NI 1111.111NEW DECK r■ua. 1 „ ■, - mum I• �ailirtilirlt►. DRAWING TITLE: l „ „ ,�, IIII -- II �11�� 12 ■I -11_11_._.�I II III I� I II II I!I!II !I!I� IIIIII. -11_11-.-11_11_._. Ir��Irr...w :.ice=-.-. NEW MASTER LEVEL FLOOR _� ---' i!■■■ 11111 111111 j ---_ ■■�II■�1{I� 1■1111(■■11■ 11■111 „- ....-- ....."-----1---- II'P111'i■■III■I 11"--"IIIA I - _ - - - --___ _ 2'-0"/ -.-•-.-.-.- FRONT , LEFT SIDE & RIGHT SIDE GARAGE CEILING =ENEwi iumm in m■ : ��I�Ii�Ii=I ■•■ ■� . ■■1111 �•;_ __ _ _ _ =.- ELEVATIONS MAIN LEVEL FLOOR 11I �II�� i1k. �I ,�1.r�dzya�YEbagi __ SIII I=_'- - 1I - -- = - GARAGE LEV.WINDOW HEAD=5-E" BASEMENT LEVEL CEILING-T-G' • -� -_ ■■��__'_--- _ -1111-- -■ . - - �-Iw NE 1 _ � � �i■ .1 ��� �� 1 � ■ !•���■ - NMI NM iiIMI � ■��■ it 11 ii�i�l j .1_ I■ I 1 1111 ■��m :AU ■����ra � 6���� ■rm:� 1 These documents are for use SEAL: �I.I.1. �mI.■ I.I.�M.I.= I��1.�11 �I.�1.■ 1.�� ■ ■ 1.��r■ ` 1 - ■ I ■ 11 ommoi =mos ■mium semi mommoN. ■���I. summon % �1:t.�� �f � _--- __-■ ------ 1-�-�11 ����■ =■ ====.1 ■ _ _ solely with respect to this project ■��� =MEM ■11■1I■��la. •���� ■�M�= ---- _ ■ ■■ II■ II■ and the Architect shall retain all m��m ���■ ���M �M ���� ■��■ 111 11 �����I ■ r , i- - _ / . ....4„.. 101111111111111111111 =mum 1111111MINIIIIIIIIIIIMINE Mt■11■II■11■■ MINIM ■ ■ ����21 -- ■ •• i 1 ■ ■ rights,including the copyright. _? ��IMME ��=■ ������ ■��■ ■I ■ 11■1�1���1 I g i g pyrig I-- ■MIIM I MOM= ■■■MMINI=ENEN 1■���� 111=11 ��t_ -__ __AL AI ��11■�■ ■ 1- I ---- ��mum =mom ������11■■I■n �m■������11 ■o ��■ ■��00���0����1 1�1M1IM1�r�0M���1 -- -- ■ ■ um= ��i. ■���tl■m1■m. ■=mmmmm� m ��I�� I♦��������� 11■�IM����t��■ - _._ Any other use is prohibited ��IM= ��.11 I��om� �I ���o����n I---• ■��m■ 11"11■��1•����11 =MI������NE=I -.-.-.GARAGE FLOOR immgmni mom-��� rommemou ���mi���• 111111111111111•1111111.1111.11111.��mmom���� imoirmom without prior written consent of I I the Architect. 11 -_J 1L--J II BOILER DOOR BEYOND I I BASEMENT LEVEL FLOOR L----L---�J EXISITING / LJ DRAWN BY: XCP/CC DRAWING NUMBER: , \ - - - - - - EXISTING REAR ELEVATION SCALE: 1/&=1'-o" SCALE: AS NOTED DATE: 23 APR 2010 4 JOB NUMBER: 0630 SHEET 4 OF 7 FRAMING: 1. Framing Lumber shall be stress graded Douglas Fir-Larch Select Structural grade No.2 Fb=1450 psi;E=1,700,000 psi for members 2"to 4"wide and Fb=1250 psi for members 2"to 4"thick,5"wider. 2. Construct all framing according to the latest edition of"National Design Specifications for Stress Graded Lumber and its Fastenings"published by the NLMA,and"Timber Construction Standards"of the AITC. Wood framing shall be 8"min.above finished grade. Do not cut or notch wood framing unless approved by the Architect. 3. Provide nails,screws,bolts,washers,rods,connectors,hangers,plates,angles and welded connection assemblies as indicated or as required. Installation to be as per Manufacturer's written specifications. Clean metal surfaces,prime with rust-inhibitive primer and paint with metal enamel prior to installation. 4. Double floor joists shall be provided under all partitions and walls parallel to framing members.Double floor joists beneath bathrooms and any other rooms having ceramic, marble or quarry tile floor finish. Double floor joist under bathtubs. 5. Provide double framing at all door and window openings,panels,head and sills and around all openings in the framing unless otherwise noted on drawings. 6. All floor and roof framing shall be provided with at least one line of bridging for each 8'-0" of span. 7. 2.0 E GP LAM LVL BEAMS: FB-2900 PSI FV- 285 PSI Certified by APA-Engineered wood association;ASTM D 5456 except for cutting to _ length.Do not cut,drill or notch beams except as manufacturer's written specifications. b I i X 8. Wood I Beams:Wood I Beams to be Georgia Pacific Wood Products or approved equal. Installation and storage to be as per manufacturers written instructions. Except for cutting to length,top and bottom flanges shall not be cut,drilled or notched. Any fastening of"I"Beams shall be done as per manufacturer's details and technical El "`� "" specifications. If substituting another manufacturer,Contractor shall provide the Architect with technical information to verify loads and sizes accordingly. A EXISTING 9. Joists framing from opposite sides of and supported on a beam,girder or partition shall Si WOOD DECK be lapped 4"min.and fastened;or butted end-to-end and tied by metal straps or dogs. DN ) _p Provide 1/2"dear space at the top,ends and sides of wood girders bearing on masonry. 10. All built-up beams,girders and posts to be spiked at 18"on center and fastened to ,,rr 7,., '' ,.`.�;7 supports with 2112"bolts. No face splits shall be allowed on girders. Beams,girders and ---- 11"" � ',2. Lv ` - f ' , i II_ x4 4 L t.-.'yl L. other P /-1 ►_ ►_———— _ ./...., ►= o er concentrated loads shall bear on solid masonry or filledcores of block. �■ •.,;-..f.4,- I/ , 101111V%'----.. 11. Treated lumber shall be pressure treated southern pine. Use treated lumber at roof curbs # - ] and blocking,wood decks,wood in contact with masonry,and other framing as indicated. . r • ��"° ° ca — ~" 12. All trapped wood framing,blocking,nailers,etc.enclosed in non-ventilated spaces shall � w „ `, a1 a II be preservative treated. r 2-2 2 2- 4.-1/49 ult. �-�-$ / — /9w./- „, 4;;.17,;, A ,,�� � �!�1 l ��00 t,i! 13. Firestopping: Attic spaces greater than 3,000 S.F.shall be subdivided with approved `' 111p1 ` f ... -_ ll l - firestops. Exterior walls and interior stud partitions shall be firestopped at each floor. ♦/ �. _ Firestopping may consist of either approved non-combustible materials securely fastened 1iiii in place or of materials of two thicknesses of 1 inch lumber with broken lapjoists or one ii i DNS 3 ( ° r� '� r .�''c� � I — . .. . --�-,�- -_.,,_.___ �' ---�' �'>°�' ''''11,:-.J thickness of 23/32"plywood or 2"lumber wl tight joints. KL. . �" 14. Framing around flues and chimneys:combustible framing shall be trimmed not less than I =_= j7,-,-d- 1 EMLAO 2"from flues,chimneys and fireplaces,and 6"awayfrom flue openings. am —R FIREPLACE A 17-1 --�—_—___ 15. Ridge of cathedral ceilings shall be structural. Provide not less than 2x10 roof rafters l 4 II 'ted k.1 supporting cathedral ceiling to allow for insulation and clear space. - _p -i II suppo 'ng I F, () 1 ^-1.4"' I'a ' A4 =t) ��/ 16. Built up members noted"BH"are sandwich plate assemblies manufactures by Better _,, — I Header System. ,. , 0 . -iso , -- `" r- ti's 7+ % , U L ,.L. r, ,,, ,,•*.� �A j-I F•t KITCHEN `----- o STUDY j a v BATHROOM kt„„..-1 1 j ..,..:„„t..:1 C ,..1 1 ? ir LI ENTRYrt .- '.�4 t �J C al- f r sELow O Z\ O 0 1A V1 .,1c' 04 4 •At ! `.`I -.:44, • 4i# V r - t Vip Ask _. REV DATE COMMENT /lir s; _ 2-2x8 2-2x8 • �' � � +�s '' Paredes - Grube Architecture Aikiiik;,, , . ig ---,, Ait. L _-' 240 Rock Road,Suite 101,2nd Floor %��������y.�r�����, ��������, ; �������������. ��������%y: 4;7�����%,������������A��/% ---- ..w.. .— . f — - - ROOF BELOW Glen Rock,New Jersey 07452 ! trt.. f ', "it ,•C (201)444-6003 -00F BELOW i ll ' ' Xiomara C. Paredes, AIA N 022493s 6Ask* PROJECT: " ADDITION&RENOVATION FOR kiPPER ! MAIN LEVEL FLOOR PLAN ° • SCALE: 114"=1'-0" 200E- ' � � � • E - , P lea i I ADEDDU RESIDENCE ' 1380 WIGGINS LANE t), Co0 611200I- r200r- difj2- VI'14114 r20017- -1-ri.kiCsi-Ok2-- GREENPORT,NEW YORK _C) 1,1f-‘7._ 00 (,-1,,,T \IALL'Itz--\( DRAWING TITLE: xfa J / 1 1 �-� I A; "'' - fr i,- . , laUPcoPER/MAFLEVEL _. FLOOR PLANK . , .. . _:,„, These documents are for use SEAL: solely with respect to this project and the Architect shall retain all ,r\ rights,including the copyright. Any other use is prohibited without prior written consent of the Architect. DRAWN BY: XCP/CC DRAWING NUMBER: SCALE: AS NOTED DATE: 23 APR 2010 5 JOB NUMBER: 0630 SHEET 5 OF 7 TYP. EXTERIOR WALL OVERHEAD GARAGE DOOR WI / 6x6 DECORATIVE SQUARE POST W/ " DIAMETER ANCHOR BOLT, IS" PITCH CONC. SLAB BOTTOM GASKET LONG W/ 2" HOOK, 5'-O" 0/G 2-2x6 PRESSURE TREATED WOOD SILL ON @ g" PER FOOT TOWARD DOOR /// CAP OR FINIAL DOOR JAMB BEYOND CONTINUOUS FOAM SILL SEAL FILL TOP (2) BLOCK COURSES SOLID CAP WALL W/ SOLID 4" BLOCK "t STEP LINE OF DOOR U 36" HIGH RAILING VW1 " SQUARE W/CONCRETE 1 _k 5" CONCRETE SLAB IN/6"x6" CONTROL JOINT 1- BALUSTERS SPACED 3" APART. I==' EXPOSED FACE OF CONC. BLOCK O RAILING MATERIAL AND FINISH A5 10" HOLLOW CORE CONCRETE BLOCK1.4/1.4 WWF REINFORCEMENT P +, O INTERIOR W/ NEAT JOINTS _ F w SELECTED BY OWNER. W/ DUR-O-WALL EVERY 2nd COURSE I =+ 2-O PITCH SLAB 4 APRON @ " PER / =. .I EXPANDABLE FILLER WHERE FLOOR o T `r l CEMENT PARGING @FULL HEIGHT OF ❖. SLAB MEETS FOUND. WALL FOOT TO DRAIN O FOUNDATION O � 8 THICK REINF. CONC. APRON W/ Z t1 :•11'1'1' x / x •x x x • • - - . .. -.�- -- -�s--*+=x-a-x .. �� y 2-#4 BOTTOM 4 I-#4 TOP I NEW WOOD DECK. ALL FRAMIN;S 4 GRADE NOTE: SLOPE GRADE TO G R A D E .�._._.!, x-�=x�..srx ,� � • DRAIN STORM WATER AWAY FROM �.�:�:% s = s a � 0 \--- \ LEDGER TO BE PRESSURE TREATED. (SEE IIIII=ILII-=IIlii=IIIII•�'�'•'�' >:•�#``•� ''=;•.�:� �.:... :�,., ,;,,�_,...�.. . _ . �_ ii t-� / BUILDING AT 1:20 FOR A MINIMUM .❖.•.�:.., `` ' ` . :_'.'►•... .: ?• • : t Zo SW +�„ PLANS FOR SIZES.) DECKING 4 STAIR „ ILII=IIIII=ILII= _Il 1111= ( � I, ••�►•• tit ,II,I IIII I' • •DISTANCE OF 10-O ...... - 4"(MIN) BED OF CRUSHED STONEJ --Ir '11 IIfI-�•�►Z• -ILII----I1�II-r• ;-%` — "! 11 TREAD MATERIAL FINISH AS PER =iThi IIII=IIII .;•;•;•; IIII=IIIII=1 - 2 O 4" r �� _ -_- •••• _ III— =1 ;Cr,►•'. II rfun1n1u=I =IIIIIIII— BED OF CRUSHED STONE OWNER SELECTION. =IIIII=IIIII : =IIIII IIII= _ •�• \2 GOATS OF BELOW-GRE lli_i1111=IIII ;!;!;:;;' +IIII=IIII III 5" CONCRETE SLAB W/6"x " 1.4/1.4 WWFUNDISTURBED OR COMPACTED SOIL • = = i' = -IIIII-IIIII=I 8 \ COMPACTED OR UNDISTURBED P.T. RIM JOIST BITUMINOUS WATERPROOFING OVER =IIIII=�S3_: ; IMP. REINFORCEMENT ON 6 MIL PLASTIC 11111=11f ►�❖. 11111.01111=1111111=11 2-2x12 P.T. LEDGER, BOLT O - - VAPOR BARRIER 1=11111=►�•.O =11111-11111=11111= SOIL GEMENT PARGING AND COVE •- Illii= '.•.'.•.' III 11111 _ ❖.•. E11111- 11111E-11111E z THRU RIM JOIST @ 2'-0" 0/G, m -y:;.;.: =IIII _�K•-•- cliff-ingliil=1111 P.T. GIRDER Ii=IIIII=11111=:.... _1111 ( 4"(MIN) BED OF CRUSHED STONE =i 1_11111-►••• -IIIII-IIIII-IIID=1 FLASH $ WATERPROOF. _ •..... , =iii =-_-_-- 4x4 P.T. POST 1111-11111=1111 :.y:,...1111=1111 _ �„ ►•�•�•� ,amu----- GALV. JOIST HANGER =IIIII=1ilir- ��;:::, ' I1Ii=1i1 UNDISTURBED OR COMPACTED SOIL II- �.!• =IIIII=IIIII=IIII O IIN=111I ""-IT=111 =11111=111 11=IIIII=11111=1 - m 2" VERTICAL RIGID INSULATION 11=11111=1 :11111=IIIII=11111 ° GRADE NOTE: RAKE GRADE 2 - *5 CONTINUOUS REINF. ROD W/ #3 =F- . o III=IIIII= FILL ALL BLOCK COURSES SOLID = p p FOUNDATION PERIMETER TO TOP OF =VIII=_ 1=IIIII=11111_1 CLEAN BELOW DECK 8 BAR CROSSING EVERY 36" _� IIII=11111'= -11111=11 ACROSS DOOR OPENING �n- - / SLOPE TO DRAIN STORM \ _ _ -IIIII=ii ' • • 111=11111= FOOTING ll-�I-IIIII IIIII- II-_- _ WATER AWAY FROM IMOilli=liili=lilli gill nn' " "Illi_ T \ _____ _ ___ II = =IIIII=IIIII=11111.11 I I1=III 1=1111=IIIII= =III — _I Illli=lilif-IIIII 10:-_=._ _ BEAR REINF. GONG. FOOTING ON _=II II=I I11=II 0-1 III=IIIII= 11=11111 IIIII =I IlIIIII I 'WO 2 - *5 CONTINUOUS REINF. ROD W/*3 BAR BUILDING AT 1:12 FOR A III=11111 X1111=11-- GALVANIZED POST BASE MINIMUM DISTANCE OF 8'-0" iliiii=IIIII=11111' _ 1=IIIII=111UNDISTURBED SOIL IIIII=liiil=iiiil=IIIII=11111=1I 2x4 KEY;FILL SOLID WITH FIRST36" O O w 11111- ANCHORED TO GONG. PIER, AS BLOCK COURSE 6" 6" CROSSING EVERY I w o III=11111 a Bili=IIII MFGD. BY SIMPSON OR EQUAL. 6" 6" (MIN) (MIN) BEAR FOOTING ON UNDISTURBED SOIL. BOTTOM OF FIG. MIN. 3'-0" BELOW FIN. m (MIN) (MIN) BLOCK DIMENSION A5 2,-O„ GRADE. v Iii=IIIII IIIII=III 12" DIAM. SONO TUBE GONG. PIER. PER FOUNDATION PLAN X 11111= -=IIIII SET BOTTOM OF PIER MIN. 36" BLOCK DIMENSION A5 (MIN.) Ili=IIIII mom BELOW GRADE. (TYPICAL) 21-0" / PER FOUNDATION PLAN 1l11111= _ 'it _IIIII (MIN.) iI1I111111�1iilI=III1_"'I= - BEAR BOTTOM OF FOOTING ON GARAGE APRON SECTION/DETAIL E3 II1=11III=ff11i=lilll-11111-111 UNDISTURBED OR a5% COMPACTED iili1-111II=11iii;IIIII=Iilii SOIL SCALE: 1/2"= 11-0" 6 :.._. GARAGE SILL, FOUNDATION & FOOTING i-' SECTION/DETAIL DECK SECTION/DETAIL i 6) SCALE: 2"= 1'-0" SCALE: 2"= 1,-0" 6 _ADDITION , EX ST._ SUPPORT POST SPACING AS PER RAILING SYSTEM, PLANS 4 ELEVATIONS/ / i" TYPE 'X' GYPSUM BOARD, TAPED 4 (E) WALL CONSTRUCTION RAILING SUPPORT POST W/ CONTINUOUS ICE AND WATER SHIELD SPAGKLED GAP OR FINIAL N SELF-ADHERING WATERPROOF MEMBRANE. R-13 FIBERGLASS BATT INSULATION IN/ " GYPSUM BOARD EXTEND MEBRANE MIN. 24" UP ROOF SLOPEVAPOR BARRIER TOWARD INTERIOR MAX..� ri 4" SPACING AT ANY �� FROM LINE OF EXTERIOR OF WALL BELOW. SPACE POINT BETWEEN BALUSTERSi \- FINISH FLOORING 12 = PLYWOOD ROOF SHEATHING e-.. SEE IN/ 18 LB. ROOFING FELT GARAGE PLYWOOD SUBFLOOR ELEVATION ROOF O.H. 24" ( E ELEVATIONS FOR -j r- FLOOR JOISTS @ 16" -�1 it HABITABLE SPACE O/G p*' - Arl,..„.,..., DIMENSIONS) _ w +,� � e.o Q; EXISTING STEP SEPARATION z - • x L-J L-J �L ' - 25-YEAR (MIN) SHINGLE ROOF,STYLE . 0 O '��'����� 4 COLOR SELECTED BY OWNER. x- -x- -z = ,� GARAGE INTERIOR SPACE 4 �-� p j 1 O ♦ � IL 11111 SW� � .,�. Z 1111 Ve'v . ''� �,��� ROOF RAFTER - SEE STRUGT L DINGS. ;, .•._ ' ��� S '1'411.4.2. WOOD BASE TRIM f-1 f-1 [�J '�, '���� FOR 5lZE(5). CUT RAFTER BIRDS 2- # 5 CONT — ` I!� ,'',AON MOUTH FOR BEARING AT WALL PLATE. _11111_ FINISH FLOORING - SEE ''�� (E) WALL FINISH SCHEDULE OR PLAT —'� GARAGE INTERIOR N R-30 (MIN. FIBERGLASS ,'� SEAMLESS ALUMINUM GUTTER, COLOR, FOR SELECTION FLOOR I d ) 2" INSULATION BAFFLE @ ►�� PROFILE TO MATCH EXISTING,W/ r `� \ \ BATT INSULATION EACH RAFTER SPACE TO IA MATCHING LEADERS (TYPICAL) x��x ° / BALUSTER 8 RAILING STYLE, MATERIAL, i" TYPE 'X' GYPSUM BOARD, PROVIDE CONTINUOUS11 SPACING AND FINISH PER PLANS 4 TAPED 4 SPACKLED SPACE FROM l) ELEVATIONS (OR AS SELECTED BY OWNER). 1 -HOUR RATED (-*8 LOWER ATTIC TO RIDGE `l ALUM WRAPPED FASCIA BOARD, PROVIDE SOLID ANCHOR OF POST TO VENT r COORDINATE WITH SOFFIT HEIGHT ANDDEGK/FLOOR STRUCTURE W/ ANCHOR' � SET DIMENSION PER ELEVATIONS. PLATE, GARAGE CEILING S BOLTING TO JOISTS, OR RAILING 011 VINYL OR ALUM VENTED SOFFIT SYSTEM 1 -HOUR RATED ��� SYSTEM DEVICE NOTE: • TO MATCH TRIM COLOR W/SUPPORT THIS DETAIL APPLICABLE FOR THE 1-HOUR SEPARATION OF 3" = 0" 36 TYPICAL GUARDRAIL DIAGRAM HABITABLE SPACES OVER AN ATTACHED GARAGE SCALE: 4 1 - BLOCKINGEA5 REQ'D. COORDINATE SOFFIT GARAGE WALL SECTION SCALE: 4 1'- 0 / HEIGHT W/ FRIEZE BOARD AS REQ'D. " " � REV DATE COMMENT COVE MOULDING (WHEN SPECIFIED) TO SCALE: 4" =1 '- 0" 6 MATCH EXISTING OR A5 PER ELEVATIONS Paredes - Grube Architecture FRIEZE BOARD (WHERE SPECIFIED): SET AT WINDOW HEAD, WRAP IN/ALUMINUM "USP" STRAP TIES3-i x16 LVL RIDGE TRIM. DIMENSION AS SPACE ALLOWS 3-Iix16 LVL RIDGE "USP" STRAP TIES (MIN. 4" WIDE;SEE ELEVATIONS). 2x4 * 32" 0\C 2x4 @ 32" O\G 240 Rock Road, Suite 101,2nd Floor 2-2x4 CONT. Glen Rock,New Jersey 07452 WINDOW OPENING HEADER (SEE STRUGT'L 2x10 16" 0/C I� 2X10 @ 16" 0/C I I► (201)444-6003 • 2-2x4 CONT. PLANS FOR INDIVIDUAL SIZES) 4t„ 1� 4±" !li NJRA/AI 12305 TYPICAL RAFTER, SAVE & SOFFIT DETAIL HURRICANE CLIPS REMOVE WALL HURRICANE CLIPS 2x6 167 0\G Xiomara C. Paredes, AIA NYRA 022493 @ CATHEDRAL CEILING PROJECT: •2x6 @ ib" 0\G „I-3 12 1-3SCALE: -" = 1' -0" p '' Q3 C64_ !IfADDITION&RENOVATION FOR 4 :; CADEDDU RESIDENCE 6 x �- _ } = MASTER xi- i- ' Q p BATHROOM 1380 WIGGINS LANE _1 GREENPORT,NEW YORK __ Q Q e , ._ _. . W.I.C. BATHROOM - HURRICANE CLIPS J , p I I DRAWING TITLE: in If-- 2x6 Ib" O\G '� Q , ( NEW UPPERii NEIN UPPER DETAILS & BUILDING SECTION '< "' I.1. LEVEL LEVEL x —j--- 1;A 2x4 16" 0/G -;- T EXTERIOR SIDING (SEE ELEVATION 4 I€.1 I I al,: ` I :i, 2-0 / SPEC FOR MATERIAL 4 STYLE) I�l1 GYPSUM BOARD GPI 65x11 16 Q/G „ 21_O" i" EXTERIOR PLYWOOD SHEATHING w/ =� 2x4 SOLE PLATE I I LEDGER 3-Iixli8. LVL )1 \ �'�' TYVEK HOUSEWRAP. TAPE ALL TYVEK I�� 2-2x8 �®° 2-2x10 `"�" SEAMS. `'l WOOD BASE TRIM I IHR FIRE HEADER These documents are for use SEAL: R-I5 FIBERGLASS BATT INSULATION W/ 4 FINISH FLOORING - SEE FINISH I I RATED WALL BUILDING SECTION B-B solely with respect to this project 4x4 POST O VAPOR BARRIER TOWARD INTERIOR `il SCHEDULE OR PLANS FOR SELECTION I �� I NEW GARAGE dj GARAGE SCALE: 114"=1'-0" and the Architect shall retain all SPACE Of?, 1 I �. - - rights,including the copyright. . P, I=� r I I - - REMOVE WALL (T 8" TONGUE 4 GROOVE PLYWD. :1 Any other use is prohibited ,, „y ( _ f-1 without prior written consent of SUBFLOOR, GLUE-NAILED I I I , the Architect. mo_--� I — TYPICAL EXTERIOR WALL SECTION 5 I : I I _ I 1 �r p DRAWN BY: XCP/CC DRAWING NUMBER: REMOVE (E) SLAB SCALE: 3" = 1'- 0" 12"4' GONG. I "'\ �, t a< I 2 I I 2 SCALE: AS NOTED 4 SONO TUBE - 6 NEW 5" CONC. I__ __1 6 SLAB DATE: 23 APR 2010 6 BUILDING SECTION A-A SCALE: 1/4"=1'-0" JOB NUMBER: 0630 SHEET 6 OF 7 _/, N D2:1 1Xl DS ELECTRICAL LEGEND & DUPLEX RECEPTACLE 18"A.F.F IW DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER • 51g GROUND FAULT INTERRUPTING DUPLEX RECEPTACLE A 6 EXISTING DOUBLE DUPLEX(QUAD)RECEPTACLE Ei WOOD DECK DN $ SiNGLE POLE SWITCH $3 THREE WAY SWITCH $4 FOUR WAY SWITCH /4 129— N---__ • FWG60611 FWH3161I • TW2042 DHP31042 TW2042 • FWG60611 FWH316I1 $0 DIMMER SWITCH .._ . . $r CEILING FAN CONTROL $$ TIMER CONTROLLED SWITCH R 0 DOOR ACTIVATED SWITCH(HINGE SIDE) :2 NEW DECK 0- CEILING MOUNTED LIGHT FIXTURE DNo — O INCANDESCENT RECESSED FIXTURE�=�•— _ ` 11 ._ I-Ivikl(oADO 2roo,2 ADJUSTABLE RECESSEDNCAND.LIGHT FIXTURE 7-6" .. 111 / •—.__._....• /w // �l RECESSED WATERPROOF LIGHT FIXTURE •\ / ® SURFACE MOUNTED UTILITY LIGHT FIXTURE I ;.-,. ADN° 0'• ,o D / j`II a RECESSED WALL WASHER LIGHT FIXTURE / / *flir I EXTERIOR FLOODLIGHT j / _-% REMOVE ar�� EXTERIOR FLOODLIGHT W/MOTION DETECTOR jFIREPLACE LVL FLUSH W/CEILING i. E.-1 ___ r _ _ Q CEILING MOUNTED JUNCTION BOX - // �/ Iii ] L J �� "I I J CEILING FANICHANDEUER SUPPORT BOX � • j W.I.G. ii , , `l/ ��w / II Q HEAT LAMP j I �` 1. 1. —,—,�J 0' WALL MOUNTED LIGHT FIXTURE �/ K 111 %� I WALL MOUNTED JUNCTION BOX o J MASTER / 44 �rmrn_n n ON _ k j BEDROOM j�N 4.3 = t'i-U'1 KITCHEN --- __= o STUDY - © GARAGE DOOR OPENER i 1'-6" TRAY iii_j G� �_ Q p QF CEILING EXHAUST FAN CEILING % 2 • -•�% v ---- BATHROOM _ Ci CEILING FAN/LIGHT COMBINATION c /e' , --- - IC INTERCOM STATION 11 El DOORBELL -'I' _ ',-. - MASTER Q�f_ u — ENTRY 4 TELEPHONE JACK - BATHROOM\ , , ,_ t BELOW ' O E VOICE/DATA JACK(RJ11/RJ45) 5-0" - / ,I I Qry CABLE TELEVISION OUTLET r zy PP.: R /; ' o�/� „ „ _of (E) (E) (E) TW2446 TW2446 Q SMOKE DETECTOR-HARD WIRED PHOTOELECTRICSMOKE DETECTOR-HARD WIRED o CADEDDU RESIDENCE HEAT DETECTOR y -i,-;41)Ft. 40 - FINISH SCHEDULE - UPPER/MAIN LEVEL Co CARBON MONOXIDE DETECTOR /z A=111=11 1111111111ii i -7i iii iii ROOF BELOW CX 5 GXI 5 R�aM NAd~ :::: ::: : ooR: .::$As :::::.:.:.:WS�Ts; A��SG�I� G CR�WN.;.� :::::: ::::::: : : :::::::REMXRK°S: :::: ::::::::::: : :.: : ® LOW VOLTAGE UNDER CABINET LIGHT :. ......:::::.. .... Ii FtL... .... ... ......;. ............:.. MbI3LbG ........ . ........:...:...:.:...:..:......:::. ; .......;............;:.:.:::..::::::. WALL MOUNTED WALKWAY/STAIR LIGHT ' ROOF BELOW MASTER BEDROOM CRP PTWD PT GB PT GB i i UNDER CABINET STRIP LIGHT W.I.C. CRP PTWD PT GB PT GB MASTER BATHROOM TL TL PT GB PT GB Shower:tile ceiling,walls, &floor SURFACE MTD.FLUORESCENT LiGHT A . 6 , Tub:composite bead board 4'-0"A.F.F. STAIRS HDWD PTWD PT GB PT GB Bottom 4 risers: Pine Riser/Oak Tread UPPER / MAIN LEVEL FLOOR PLAN DECK WOOD Cedar or"TimberTeck"-Selection by Owner SCALE: 1/4"=l'-0" BASEMENT/GARAGE LEVEL BOILER ROOM CONC GB .. GB HVAC: GARAGE CONC GB GB ELECTRICAL: 1. Heating,Ventilation,and Air Conditioning system by HVAC Contractor,not shown on drawings. Extend existing piping,ductwork, 1. (Electrical subcontractors are not permitted to cut top or bottom flanges of TJ1 wood joists. Refer to manufacturer's hot water baseboard radiation,and controls,or provide additional separate units as required to maintain normal residential ABBREVIATIONS: . guidelines regarding holes cut in webs of these members. standards of comfort. CAB= CABINETS LAM WD= LAMINATED WOOD SLT= SLATE PT WD= PAINTED WOOD CONC= CONCRETE TL BKSPL TILE BACKSPLASH L O,1,, to I 1/1 IJo p/`"1 , .r 11*,1 1417-4)51(,,/ 2. ,All work shall conform to the requirements of the National Electrical Code and NFPA standards as referenced in 2. The heating and cooling system shall be designed and constructed in accordance with the latest recommendations of ASHRAE. CRP= CARPET MBL= MARBLE the New York State Uniform Construction Code and local utility company requirements or regulations. Contractor The heating system shall be capable of maintaining inside temperatures of 68°F when the outdoor temperature is 0°F and the CT= CERAMIC TILE GRNT= GRANITE REV DATE COMMENT to review capacity of electrical panel to determine upgrade requirements,if any. wind velocity is 15 mph. Cooling system shall be capable of maintaining 78°F when the outdoor temperature is 92°F. GB= GYPSUM BOARD HDWD= HARDWOOD PT GB= PAINTED GYPSUM BOARD WSCT/CHRL= WAINSCOAT OR CHAIR RAIL 3. Recessed,utility,and shower/closet light fixtures to be LIGHTOLIER and to be provided and installed by 3. Bathroom ventilation fans shall be as manufactured by Nutone,Panasonic or equal. Vent fans capacity shall meet code 4► Contractor. Recessed downlight fixtures to be Lytecaster 5"white baffle for 8'-9'ceilings and 6"for ceilings I I/2" UP THRU ROOF OR TO Paredes - Grube Architecture (higher than 9 feet. Shower and closet light fixtures to be 5"Basic Opalex-dropped Lexan. Recessed light fixtures requirements for air exchange. Exhaust fans shall be ducted to discharge at the exterior through unobstructed runs. Exhaust fan ,I CONNECTION WITH EXISTING VENT discharges shall be equipped with a screened or"flapper"vent and be hidden or color matched to the exterior siding. r iinstalled in insulated attics shall be insulated housing units to avoid air draft. Decorative light fixtures to be I 240 Rock Road,Suite 101,2nd Floor purchased by Owner and installed by Contractor. r- —I- cl Glen Rock,New Jersey 07452 4. Clothes dryer exhaust vent(s)shall be of 4 diameter round,non-combustible,flexible or rigid aluminum,stainless steel or CEILING 4. All wiring devices shall be rated at least 15 amps. Receptacles shall be installed so that no point along floor line in galvanized steel ducts run unobstructed to discharge at the exterior through a screened or"flapper"vent. Ii" (201)444-6003 any wall space more than 24":wide,is more than 6 feet,measured horizontally. Include the wall space occupied by sliding panels in exterior walls. In kitchens and dining areas,provide receptacles at any counter space wider l -} NEW I I/2" VERTICAL VENT BETWEEN NJRA/AI 12305 SHOWER WHIRLPOOL BATH, UP THRU than 12". Counters separate by ranges,refrigerators or sinks shall be considered as separate counter spaces. A PLUMBING: MASTER BATHROOM WALL TO CONNECTION WITH EXISTING XiOmaTa C. Paredes, AIA NYRA 022493 maximum of 6 receptacles shall be installed on any circuit. Lighting and receptacles shall be on separate circuits 1. Plumbing subcontractors are not permitted to cut top or bottom flanges of TJI wood joists. Refer to manufacturer's guidelines LAV LAV 1 " VENT so that each room shall be part of at least 2 circuits. regarding holes cut in webs of these members. PROJECT: WHIRLPOOL ADDITION&RENOVATION FOR 5. Switch and receptacle style shall match existing,or be as selected and approved by Owner. Electrical outlets to 2. Plumbing Fixtures,faucets,and accessories to be provided and installed by Contractor;manufacturer to be Kohler or American N.G.cl. SHOWER BATH CADEDDU RESIDENCE be grounded"Duplex"type,18"above finished floor unless otherwise noted. Bathrooms,Laundry,Garage and Standard. Faucets to be Kohler or approved equal. Bid to be based on allowance agreed upon Owner and Contractor. 7;:%—‘14:. i "—/1 1380 WIGGINS LANE outdoor receptacles shall be Ground Fault Interrupter type(GFI). Additional outlets and lighting requested by Owner shall meet national and local code requirements. 3. Contractor shall provide a complete hot and cold water supply and waste removal system in accordance with the requirements of _ __`_'� UPPER FLOOR GREENPORT,NEW YORK " the Building Code of New York State and any applicable local,municipal or utility requirements. • 3" 2" I I " 6. Switches,outlets,jacks and other devices shall be located and coordinated to provide at least 4 of wall space I? / I „ \` ,*\ DRAWING TITLE: - from the finished interior trim,except where limited by other factors. 4. Provide two exterior freeze-proof hose bibb connections at location selected by Owner. Exterior hose bibs shall be frost-proof. VERIFY EXISTING / 2" I "—/ CONNECT NEW SHOWER a MINIMUM 5" WASTE `�- WHIRLPOOL FIXTURES TO EXISTING UPPER/MAIN LEVEL PLANS 7. Generally,all light fixtures shall be aligned or centered as shown on the drawings. Where no dimensions are 5. Gas connections for kitchen appliances,including range,oven(s),and stove tops,shall be located according to the 3"—f r—EXISTING STACK CONNECTED TO EXISTING WASTE AND VENT LINES. MODIFY indicated,the Contractor shall follow the intent of the drawings and align Mures,spaced evenly,and centered manufacturer's instructions and diagrams. Plumbing contractor shall acquire complete information from and coordinate with the (MIN) , HOUSE SEWER EXISTING AS REOUIRED. where possible. Switches,outlets,junction boxes and fixtures mounted on,within or above cabinetry shall be General Contractor and/or the Owner. coordinated with the cabinetry contractor. 6. The entire system shall be tested for leaks,cracked pipes and/or cracked fittings. All water pipes shall be tested water tight prior SANITARY PLUMBING RISER DIAGRAM - MASTER BATHROOM These documents are for use SEAL: 8. Outlets or connections for kitchen appliances,including refrigerator,freezer,waste disposals,dishwasher,range, to the installation of insulation. Gas piping shall be air pressure tested and inspected by local sub code officials and/or the utility NOT TO SCALE oven(s),and hoods,shall be located according to the manufacturer's instructions and diagrams,matched to the solely with respect to this project appliance plug type,and provided with the proper circuit breaker capacity. Electrical contractor shall acquire company,as required. and the Architect shall retain all complete information from and coordinate with the General Contractor and/or the Owner. rights,including the copyright. y• Any other use is prohibited // 9. Smoke Detection System: Provide a complete hard wired AC primary powered smoke detection system. At least L�� .�• \ one smoke detector shall be provided at each building story,including the basement,adjacent to stair landings, without prior written consent of /� with one additional detector per bedroom. All detectors shall be wired in such a manner that the actuation of one the Architect. l, alarm will actuate all the alarms in the house. Contractor to call for smoke detector location inspection where recommended by local building department. DRAWN BY: XCP/CC DRAWING NUMBER: 10. Fire and security alarm systems are the responsibility of the Owner's security/alarm service company. General Contractor to coordinate with Owner's security contractor for installation of wiring and devices and other SCALE: AS NOTED modifications to existing system. DATE: 23 APR 2010 7 JOB NUMBER: 0630 SHEET 7 OF 7 F GENE ,.'} l. 0L NoTEs WIND FRAMING NOTES NAILING SCHEDULE NYS CODE: 2010 EDITION PLAN CONTENTS: t 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required _ QTY. SPACING - 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 BUILDING HEIGHT (SEE PLANS) TOP PLATE 10' WALL: 4-8d COMMON RAFTER TOE-NAIL 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) 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 CEILING JOIST 8' WALL: 3-8d COMMON EACH TO TOP PLATE 10' WALL: 4-8d COMMON JOIST TOE-NAIL 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 State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND 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 CURRENT SBC HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL - 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 FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES • 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM - SBC LAP NAIL EXT. $ALCONiES 60 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 DECKS 40 These codes are to be considered as part of the specifications for this buildingand accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL P ATTICS w/o STORAGE 10 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 ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) ROOF (GROUND SNOW LOAD) 20 (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 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: 30 STAIRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under 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 NAIL NAIL NOTES GAURDRAILS (ANY DIRECTION) 200 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt QTY. SPACING TOP PLATE TO EXPOSURE CATAGORY (DESIGNED FOR CAT.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, 2 - 16d COMMON PER FACE NAIL 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 ANDWiND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings, corners. TOP PLATES AT JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE INTERSECTIONS 4 - 16d COMMON EA, SIDE NAIL 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: NAILING SCHEDULE SEE GENERAL NOTE PAGE STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE 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 COMMON attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and O.C. NAIL FIRE PROTECTION Sym.: 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 5d cooler nails at 7" o.c. at panel HEADER TO 16" O.C. FACE such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER 16d COMMON ALONG EDGES NAIL (SMOKE & CO2 DETECTORS) SEE FLOOR PLANS in table 3.15a-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 COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, PER FACE NAIL CLIMATIC & GEOGRAPHIC length adjustment factors in table 3.16. 2 - 16d COMMON FOOT SEE NOTE: 1,2 DESIGN CRITERIA 1). The General Contractor and Mason to review plans, elevations, details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD 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 FLOOD Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 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 - 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 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. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAiL Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 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 COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3.5. SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES BLOCKING EACH TOE 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE6" @SEE NOTES: 1 ( BOTH FIELDS) anchored on topof the'beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE 3 • 16d COMMON BLOCK NAIL 8d COMMON @ O.C. 8d COMMON 12" O.C. 6" maximum lifts (layers). pNOTE: 2 FOR PANEL FIELD 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one 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.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE NOTES 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL 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. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY, 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 - 16d COMMON 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 deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. SILL OR TOP PLATE 2 - 16d COMMON FOOT SEE NOTE: 1 Girders on concrete piers shall be anchored with proper steel connectors anchored /'� 2). Tabulated 12 inch o.c. nails spacing assumes sheathingattached to rafter/ truss framing NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROS F S H EATH 1 N G: p g members with G>0.49. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High WindNAIL NAIL 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION Edition Wood Framing Construction Manual. QTYSPACING Use a minimum 1/2" dia x 8" .long anchor bolt with washers and nuts. Footings Shall be 3 ft. 3). Tabulated 4 inch o.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 gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 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 joists to have blocking at 8'0 o.c.. CEILING SHEATHING: t SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 5). A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL otherwise. • Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 BOTH where needed. GYPSUM ( FIELDS) 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD 5d COOLERS Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. WALLBOARD 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTE: 3 openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING- . openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7). All joists 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 THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONL . and blocking where applicable. QTY. SPACING NAIL NAIL L 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS 8d COMMON WFCM - SBC anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 3" O.C. EDGE be used, 6d COMMON PLYWOOD 6" O.C. FIELD 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub. 1). Al! water supply, drainage and venting to be installed as per N.Y.S. Residential 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. 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. on plans. WALLBOARD 5d COOLERS 10" O.0 . FIELD 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/o 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. other access openings unless otherwise noted (typical). FLOOR SHEATHING: NOTE: 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 8). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION Q-I-Y SPACING CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists HVAC SYSTEM NOTES 1" OR LESS 8d COMMON 12" O.C. FIELD ''' 1). PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. under all bearing walls, 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. requirements. 3). INSTALL 1 -Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. 11), Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir equipment supplier. 1). Nailing requirements are based on wall sheathing CDX exterior sheathing grade plywood, Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 oas required by current NYS Residential Code-FIREBLOCKING REQUIRED n-center at the panel edge. if wall sheathing Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher and to form an effective fire barrier between stories, and between a top story and the roof space. 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advanfech plywood subfloor shear capacities, nailing requirements for structural Fireblocking shall be provided in wood-frame construction in the following locations. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: members shall be doubled, or alternate connectors, 1). In concealed spaces of stud walls and partitions, including furred spaces,at the ceilingand floor over subfloor as per manufacture's instructions. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. such as shear plates, shall be used to maintain load path. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed ,,�., ,rr; ,4' , ' usingparallel rows of studs or staggered studs. ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). When wall sheathing is continuous over connected gg N. --,,,, c members,the tabulated number of nails shall bepermitted 2).At all interconnections between concealed vertical and horizontals aces such as occur at soffits, ,,,i4,- ' to have regular 1/2" sheetrock. All walls to be taped and finished. p drop ceilings and cove ceilings. =t 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current to be reduced col - 16d nail per foot. l' yl':,-, 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or N.Y.S. Residential Construction Code. 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces 1 c , -* I ! approved equal. Flat roofs shall be applied led with a Fiberglas base sheet with an EPDM under stairs shall comply with current N.Y.S. Residential Code. A p ,' P q pp g torch down type material over. 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage ofsr,o , flame and products of combustion. ' pug 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to 5). For the fireblocking of chimneys and fireplaces, as required by current N.Y.S. Residential Code. be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. I WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4"MAX. \I 4"MAX. 4" DIA. MAXIMUM ->�,,-- 4"DIA. MAXIMUM POST GIRDER/HEADER �'�,� 0 ' n n Tri POST/COLUMN '1 ) Ill D.,:, " 1 1 1 1 Z 12"x12"x12" v,: v ,,- , vA ' v` o !IiIIiI!I!1ii!II!i! CONCRETE FOOTING v � err ) r- DECK POST FTG.CONNECTION DECK/PORCH RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING STAIR RAILING 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING USE MIN. (2) 1/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS 1-1/2"SPACE MINIMUM `hi.. —t—+ HANDRAILS ...oath- GIRDER ��' 0 i� POST �� ��)GIRDER/HEADER ''1' y V Y yPOSTJCOLUMN �,�A V(1;41( RIM/DECK 101ST1111401 yBALUSTERS ' CONCRETEPIER �'�.V• Y 4 OPEN BALUSTER ATTACHED TO WALL y• > y V a .. to v HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION HEADER/GIRDER-TO-POST CONNECTION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN LOCATION USP NUMBER DESCRIPTION APPLICATION CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL USE MIN. (2) 1/2"DIA.GALV. BOLTS WITH WASHERS AND NUTS (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDER/HEADER TO POST/COLUMN CONNECTION (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIER FLASHING TUCKED UNDER TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. ."<::j PIECE OF SIDING BELOW UNDISTURBED;7 SOIL 2 1/2" DIA. LAG BOLTS W/WASHERS f LAY PLASTIC BASE DIRECTLY ON il CONNECTED TO BLDG. @32"OC / UNDISTURBED SOIL(ORGANICS REMOVED) LEVEL BASE STAIR TREADAlloOV ° FIT CONSTRUCTION TUBE AND PLUMB 1 POST/COLUMN �(� BRACE TUBE RIM BOARD ° ° I.��[ (iliti. "� FILL AS PER MANUFACTURES'INSTRUCTIONS STRINGER rik ........... FLOOR FRAMING �, .,. Liggil.P" �� 1 2x JOISTS III=111-11{ III-111=III=III= I 111=111— A c =III=111,;,111=111, ,111 , ,IU-III=III-III-11 I BLOCKING FOR ' . POST-TO-GIRDER/HEADER CONNECTION LAGBOLTS 'A 04 4 JOIST HANGER e D LOCATION USP NUMBER DESCRIPTION APPLICATION RIM JOIST/BD. u " e 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN �� ��� DISTURBED/POOR SOIL STRINGER TO DECK/PORCH CONNECTION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN LAY 4-6"LAYER OF CRUSHED STONE OR HOLLOW COLUMN SIMPSON STRR1/2 H.C. ANCHOR APPLY TO EACH COLUMN GRAVEL DECK/PORCH LEDGER CONNECTION LEVEL AND COMPACT BY HAND LAY PLASTIC BASE ON COMPACTED GRAVEL LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB /1171.11A\V BRACE TUBE FILL AS PER MANUFACTURES' INSTRUCTIONS = I —II —III-11 = 11=11=11 —III= 11= ��,,,..1.11111, ;III;,,111,;,111 ,;,111,;,111;,111,;,111 ,;,111,;,111;11 iWOOD JOIST 4S IP 111111 4111f11111011141114 WOOD JOIST 111*10,101.111111111 1 JOIST 11114N11101, r� O �� 'i �� ` BLOCKING �) I CONC. PIER FOOTING 't, ' ., BIGFOOT SYSTEMS FOOTING FORM GIRDER/HEADER `'�''�t „ le II 1 IN AC RDAN ITH O ''�,i ' �► ►1 CO CE W SECTION 104.11 OF N.Y.S. RESIDENTIAL CODE THIS DESIGN II, _ ,, 1A:: ' f ► COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS WOOD JOIST GIRDER/HEADER ril 0 WOOD GIRDER l� i �) AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT f l'' rTHE DVISION OF CODEPRESCRIBED IN THE DE. ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT ACCEPTABLE FOR USE IN N.Y.S. BASED UPON ICBG EVALUATION SERVICE REPORT FLUSH JOISTS WITH HEADER/GIRDER ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN. ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH SPLICED JOISTS OVER HEADER/GIRDER THE PROPER STEEL CONNECTOR. SPLICED JOISTS OVER HEADER/GIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND IF ABLE,SET FIR JOISTS APROX. 1/4”HIGHER THAN LVL HEADERS LOCATION USP NUMBER DESCRIPTION APPLICATION USE WITH RT10 TYDOWN ANCHORS TO ALLOW FOR SHRINKAGE. JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST DECK& PORCH NOTES: NAILING SCHEDULE 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. — ` NAIL All fasteners, hangers and anchors to be galvinized or stainless steel. JOINT DESCRIPTION NAIL SPACING NOTES 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. JOIST TO: 4- 8d COMMON PER TOE Girders on concrete piers shall be anchored with proper steel connectors anchored SILL,TOP PLATE OR GIRDER JOIST NAIL into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. _ CLIMATIC &GEOGRAPHIC DESIGN CRITERIA BRIDGING EACH TOE 2 - 8d COMMON GROUND WIND SEISMIC FROST WINTER ICESHIELD TO JOIST END NAIL 3). Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. FLOOD BLOCKING EACH TOE Use a minimum 112"dia x 7"long anchor bolt with washers and nuts. Footings Shall SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS 2 -8d COMMON be 4 ft. below grade. _ LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED TO JOIST END NAIL MODERATE SLIGHT TO BLOCKING TO: 3 -16d COMMON EACH TOE 4). Deck joists to have blocking at 8'0 o.c.. 45 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE - SILL OR TOP PLATE BLOCK NAIL LEDGER STRIP 3 -16d COMMON EACH FACE 5).A minimum of 10 inch flashing shall be installed between the building and ledger. TO BEAM JOIST NAIL Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts e, ,a-,.� at 16"o.c. JOIST ON LEDGER 3 - 8d COMMON PER TOE �_rc cr TO BEAM JOIST NAIL ;f;'';nom ,, - BAND JOIST PER END , '�°' 6).Concrete piers shall be a minimum 6"above grade. 3 - 16d COMMON '�� ' TO JOIST JOIST NAIL -'k* 0'1 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored BAND JOIST TO: 2 -16d COMMON PER TOE NAIL 1 `'x'.4`� to girder(s). SILL OR TOP PLATE FOOT i'4 .t,- - 11; 8). Use Simpson hangers and anchors with 2-MAX tripple protective coating or equal ("a t�k 44,;1,,,,A.' for any contact with ACQ. t Q• • WIND LOAD p ATH CONNEC T1ON AND C ONSTRuc TION DETAIL DRAvo xGs US THE FOLLOWING APPROVED USP k/ETAL C (lNNEC TORS FOR PROPER WIND RESISTANT 84: GOOD CONSTRUCTION. FOLLOW VANUF4CTURE`S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD /` 4P4C |Ty'' -------' ---- ------- � ---- - - ---- ---- _ ________ rAil` KING STUDS 0 ~ lkil RAFTER #0. ��71 V�4 LL STVD � ~YYALLCR|PPLE STUD , '' '' ' A,,-K.,7< -I ~- BOTTD� PLATE RIDGE � ~~ II% �� '~wLEC�ER ---11 �� B�THTUB -- i J HEAOER ~~i411 DOUBLE J0|ST ��S|DEVYALL �0 ~x'~~�'- RAFTER -------- ^~` -«� ��_ �� � ~� ~� � ���»- �� �rJACK 5TUDS -- ��� ����N/�.��~ - V FLOOR USP NUWBER DESCR|PT|ON APpL|CAT|OA �� 0�__-_-_ ___' �� �n���0���HOLD DOVVN CONNECT TO 1 S|DE OF ALL CORNERS ��Ii1 ��N�� ``� � 1ST. �U�S ANCHOR TO FOUNDA�DN #/ ANCHOR BOLTS "- __ ___. _ _____- . BATH SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO l SIDE OF ALL CORNERS ON ' � / LOC USP NUMBER DESCRIPTION APPL|CAT|ON LOCATION USP NUMB ER DESCRIPTION APPLICATIONRAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT PLATE OF 2ND FLOOR AND TOP . � • • 2ND ADS5 � ALL OPENINGS LSTA12 1-1/4"xl2" 2Ogo STRAP APPLf TO EACH JACK STUD ROOF LSTA24 1-1/4"x24^ 2Ogo STRAP APPLY OVER RIDGE TO EACH RAFTE� 2xS 2x8 L�2S 1Bgo SLOPE HANGERA|�pLy TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. � ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ' __-- ' ' _--' - ---- 'l - ' / ' FOR JO ST NOT UNDE PARALLEL WALLS, PROVIDE THE FLOORS TO EACH OTHER W/ THREADED ROD, ALL OPENINGS RT3 OR RT7 T`/DOYVN ANCHOR APPLY TO EACH CRIPPLE STUD 2X'0 LS210 18go� SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ©24''UC � � � � ��� ���� -__ ____ _______- ____� - - ____ ___- ___ ___- - ___- ___--___- ^o- �05' ^� �eg' .0169Fr WALL STUD ------h"-,_ � ^ ~�� THROUGH-ROOF EXHAUST . ^ ' ^^ TS SELECT[D |D _ ' '- ~ LOCATED BYCO�TR�CTOR ~ ^ ^,~ METAL STRAP '�--- ` ~' ~ r ~ ^~ . `�� 'm�=v��m��� m��m���. ^m�o�m�� '''~~ ~ CRICKET AT TOP-SIDE OF ' �^ VENTILATION CHANNEL RIM BOARD __ • ` CM|MNEY AS REQUIRED ^ 0 •^ � RAFTER - ' ~`^ ,,4,is ., ,, . . '-- -" � / WALL SHEATHING RAFTERS MAINTAIN SILL PLATE(S) -- _��` � . A �. _ ~ ` �� ~ ~' VENTILATION / / , . , ' ' , , / , , / , ' / ` *0OD J0|ST ~~ . K ` ' ^ ` ` ` ^ ` . �DE�ALL FLASHING � I • 1 �~`�l ` ` ' ` ` ^~� FOUNDATION ----- -= �l ^ ~ ` ^ ^ ~ ^ ^ ^ ZnNHWALLMOISTURE TOP PLATE - � ~^ ^/ *� LED�E� � BLOCK|N� --- ------ � `~` �,- ~� ==== � ��.�r`��_� ^^' �� ------ , BARRIER TO LAP FLASHING ---- s,--`�--`� `��w�� | - �� 2x4 SDFF|T JO|ST STApp|NC TO RE ATTACHED TO WALL STUDS /�48 OC AT WALL -- MAINTAIN GAP 0@ ATT|C SHALL BE PRC\8DED VNTH A wa�" ' ' `^ F��C|A AND �LL WINDOW/DOOR OPENING JACK STUDS '- BETWEEN WALL FINISH AND ~ ���p- r~ � MINIMUM' NET FREE VENTILATING AREA '^ ` � -�w� ' " N�- ��- ' � 0 FLOOR ,JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD -- NOT LESS THAN 1/150 OF THE AREA OF � ~ ��/ ~u���UTTER ' ~ � ---- ---- - ' ^ --- r THE SF-"ACE VENTILATED. ALL OPENINGS � _- /1 WOOD GIRDER -------- --�� _— INSTALL 4'0" O C / ' Nil `^, , ' �������� SHALL BE COVERED VV|TH �ORRO3|ON- � UNT|N ��REENED VENT 4^ - 8^ LS��24 1-1/4 x24 2Ogo. STRAP AND JACk STUDC ����� RE3|STANT METAL WESH YMTH WESH | | � � ON ALL OPENINGS -^� PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. | �CON�N' SOFFIT / EXT. PLYWOOD -' ~ — - ---'----- • ------� ' FLASHING TO FORM ,CHANNEL ` INSTALL 4`O^ O.C. `�� AND SO AS TO MAINTAIN AIR � LOCAT|ON USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14'' LSTAJD 1-1/4''x3O'' 18go� STRAP AND JACK STUDS ~ ` ��--' GAP TO PREVENT CAPILLARY .. . . - - O�!NECT ON ALL OPENINGS - ACT|ON 4 - 5 RAFTER RT10 1O-3/4 x 18go. TYDOWN ANCHOR ~ TO / ' ' EACH R4FTER PROVIDE BLOC KING BETWEEN JOISTS THAT ARE SPICED AND ___- ~~` ' ' INSTALL 4^O" � C � ~�' - ---- ROOF VENTILATION / OVER BEARING WALLS AND HEADERS � � . . . C0MNECT �K} 14" - 16" LSTA36 1-1/4^x36" 18go� STRAP AND JACK STUDS r ,~ , ~ -�� 8 - 12 R�FTER RT2O 21-1/8 x 2Ogo� TYDO�N �NCHOR E�CH �AFTER3OFF|TED EAVE DETA|L ON AiL OPEN|N�S ,~ � KEEP ROOFING NAILS OUT - --' - , --------------''---��~��-�''---�-- / ~~ ,, ~' --� OF FLASHING ___- - - - _ ° ` ` ' �. _____ 2ND. FLOOR WALL ` ~ ^`� ..,... �� � � .~ | �^ ~' ' ROOFING LAPS BASE � ___, ~`~~ ~ ~~^ ---- FLASHING 4 INCHES // ' `�` ' ' RAFTER ( ) ^ BASE FLASHING WRAPG CORNERS, ~~ °dz, �` '~' RIDGE CAP OF SAME ^ EXTENDS UNDER SHINGLES AT MATERIAL �S ROOFING / ``. S|DES 4 INCHES AND LAPS �� `� TO SHEATH|NG ' //' -~ SHINGLES AT BASE MIN. 4 INCHES 1� `� �� H VENT ~- . - y' _ ., 1 ~' � WOOD JOIST •,----, �. ^' ~ � '. • • • \\\ i________11_ —� —. '/—, —� SIDE WALL FLASHING TOP PLATE ~ �� �/ \\I\ GIRDER/HEADER All 0 141 q 1 II� WOOD JOIST .~ -1ST. FLOOR WALL STAFFING TO BE ATTACHED TO WALL STUDS @48^OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, S|DEVALL8, WALL STUD ---' -------- AND RAKES -- PROVIDE HEMMED EDGES SO FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS ---/__ ' ~ INSTALL 4'O" 0.C. PREVENT CAP|LLARY AC TION . _ `�mr .� 4" - B'' LSTA3G 1-1/4^x36^ 18go STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION pR[� WANUFACTURED .. � ON ALL OPENINGS CONNECT EA------ RIDGE VENT FOLDS KEEP SHEATHING �|N� �-��� ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH �n o- FROM PEAK TO ALLOW FREE ' , RAFTER/PLATE RT15 TYDOWN ANCHOR ~~''''�` ' �'` OVER RIDGE TO THE PROPER STEEL CONNECTOR. INSTALL 4'O'' O.C. RAF-ER TO PLATE CONFORM TO SLOPE AIR PASSAGE |F ABLE, SET FIR JOISTS APROX. 1/2" 2" H|QHER THAN LVL HEADERS ADERS 8^ - 16" WSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECTOVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS PLATE/WALL SPTH4 STUD PLATE ANCHORON ALL OPENINGS PLATES TO EACH STUD ___ . ._ ___' --- _____ - - _ ___' ' _ � ��' ~ �*� DBL. SILL PLATE '' \ <� ]: TERMITE SHIELD �{���» \ ----- I . , ~ � ___T___ -- SUBFUUOR SILL GASKET .��� ___ I ---- - WOOD •J0S�S � �Yp� -___- , � I ' NEOPRENE SLA3 �� ~ GASKET ~ -7-- CONC. TYP. CONC. FOUNDATION < A S MIL. POLY _4__ �|�� ph- -ha ^ _ y. - � / �� 2xG /�xO CONTINUOUS WOOD PLATE DAMPPROOF EXTERIOR ~,� \/ • �RANU.AR FILL ^ ~ BOLTED TO STEEL BEAM WITH GW|L POLY ON EXTERIOR ~^ '' - "„„,•"--7 ~� ' \` � � ` I . �-- V STEEL COLLMN --- � -~~~ -~�' ` . 1/2 DIA. BOLTS @ 48" o.c. STAG. l .� ' � •~. ^ * _ ,, `` /, L_ ���� ^ ^ ~ � � u . ( ROOF JACK `` +~ ��w � � C�NC SLAB ^ � . ; `�1�� A - � ^ ~- � STEEL BEAM p ' � ��� �mc�� - � ss., // | \ � � ' -.w�mlm�a�i � � ( A _ ' ���,~~_ ��_ ` / `& -~ '��- ~-- --� �~ ^ . COMPACT FILL __-_-�� ��� - � ~- % �� ~~~ 4^ x 1/4^ x 8^ STEEL • `4 \/ •/ / / ���'- * �t �N��" � ' --�*~ ' | ^ AND TTC ~ ^ . . , � , /�~��� �� u| ROOFING LAPS / TOPm �u w PLATE KEy�Ay FOOTING � V . \� A � * ' 4 /\ ^ ' 1 /. FLASHING AT \ / WITH 1/2" x 6" ANCHOR BOLT A ^~ /- °-ir C0NC FTG. ------ - `� \1 �' SIDES AND TOP ' � l ~ ��:�� ' ^ z� ~ /- � ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS � |IL 1/2^ GROUT ...ii? �� ^ ,_._�l~�^ ~� �� ^ ' ^ N^ ' ^ � � (U8P LBPS58 OR BP583) --_�� , ^_,-~|--. . � ` k - - - - ' --- ____r___ --- ` \ ' L� -^ RBNF0RCU1� BAR ^ -^ I | | 3^ STEEL COLUMN FOUNDATION 5/8 DIA` ANCHOR BOLT -`�„ ~~^ - DRAIN TILE ^��� , • - • °� _ | _ ANCHOR BOLT CONNECTION SUPPORTING _1MAXIMUM SPACING FLASHING LAPS __~~~ -^ | | | ( 10 KIPS `RO0RNC AT BOTTOM - SILL PLATE TO FOUNDATION ^ --- PLATE '-- '- STORY 72 DC :. ::*.:"------- 1 _ (CRAWL SPACE OR FOUNDATION) TYP|CAL BEAW DETAIL SILL PLATE TO FOUNDATION TYPICAL CONC. FOUNDATION. APPLY PILASTERS 2 STORIES 36" OC \ MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12^ CONC. FTC. (CRAWL_Sp��CE OR FOUNDATION) ` STEEL / BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING'. � ' _� WALL BOTTOM PLATE TO FOUNDATION , 1-2 STORIES 57 0C ROOF JACKS 6: VENTS DETAIL (SLAB-ON-GRADE) __-- -___ - ___- ____ - ____ _--____- ________ �� :::L00R SL�B ---- |O/1VYWW COMP4CT RLL �*�*u� �� STEEL BEAM "-- 2X8 / | |/ `«� ____ 4" SLAB USE 4,00. /~,/ ' ' ' ' ' ~ ' P.� PLATE - � ` W/ 6X6 -' ao - *� . ` . , , ~ ^� ^ NOTCH JOIST AND ADJUST HEIGHT , \/2 AIR SPACE ^ " � \ c� � - « ' | v ^ '- - ' N�� / . ^ 7 1/�' ' (WITH A NAILING PLATE IF NEEDED) _ ` ^^ . ^^ ` ~` _ ~ ` �~ ` ` ` \^ AT END AND ^` o` .` � ~.�' � '^'° ' u A /* . .^°' D. ^ ' TO BE APROX. 1/2" OR HIGHER THAN , ^ •Q�� . ~ . �,���� � DES OF WOOD o�� � N �' � . A . ' . ^ ' STEEL BEAM TO L1 VY FOR SHRINKAGE GRADE ^..1 .4 4 ,-^ q / ^ or � '�^ - 4 ~^ ^ � ^ 4 �~ : BEAMS ��, �- �~ ° 'u «, u w ' '^ (PROVIDE STRAPPING TO JOISTS ALIGNED) _-_ *i ` ` i �W �XG W.W.M. ----�*-`'�� - -- _� -- 4, _"^- -- --`' � ------ I //- « ' � A ' A . ^ `' fra m� ` ;:k1"1“10 4" 12^ • ��'- ^� 4 � `'^ ��� -- ' ` � Auu ��-- 1E� 1 W|Nit> � ) `« �`� A`A At/ �~ " . NOTCH BEAM FOR WUDS�LL IF REQUIRED -- MAXIMUM - N ` 4 A � � ^A. � 1� SUBFLOOR 413 :' , --;:.; , lrek‘ ' J~ --�BNFORC|N� B�R ' � ~ -~NOTCH EQUALS 1/4 DEPTH OF BEAM � �' A ' � t> :I_ v DL ',~ \v ^ � »~�� REINFORCING BAR °� ^) u . v/ ,6 "> N ' //-- | � / _JO|�T � °r -^��' ~�_ ^ *. '| ' ^� ^ � ^--' ~ � DRAIN TILE �� SHEET METAL / 30# FELT UNDER BEAM AT POINT ' 10 ~ /\\\ .�^ �� �^ u | ' \�' STEEL BEAM �� 12 ° Te. OF CONTACT WITH CONCRETE OR CONC. BLOC< m it mmp�- �' 1- IN! / .. •Y *,� PLATE TO BEAM) 4 -_____ (BOLTED ' TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND C0LUWN�. '^ ^ SHIMS T0 LEVEL BEAM �r �� REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. • ~~~. 3" - � � �� MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT � ' BEAM POCKET ____ ____ ' -__-__-_ ________ � ___' ____ ____ -___ ___- ---- ���'