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HomeMy WebLinkAbout39822-Z /I,I I� ff° Town of Southold 1/21/2016 P.O.Box 1179 53095 Main Rd Southold,New York 11971 -` *"4 CERTIFICATE OF OCCUPANCY No: 38059 Date: 1/21/2016 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2015 Kenneys Rd, Southold SCTM #: 473889 Sec/Block/Lot: 59.-7-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/1/2015 pursuant to which Building Permit No. 39822 dated 6/1/2015 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: ONE FAMILY DWELLING INCLUDING COVERED PORCH, REAR STOOPS AND TWO-CAR GARAGE AS APPLIED FOR The certificate is issued to Pinello,Gaetano&Pinello,Grace of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-12-0059 12-28-2015 ELECTRICAL CERTIFICATE NO. 39822 07-29-2015 PLUMBERS CERTIFICATION DATED 01-10-2016 Keith Scanlon Authorized Signature J="zz"�� TOWN OF SOUTHOLD y�1Fio4r Z\ BUILDING DEPARTMENT i'-aa'. TOWN CLERK'S OFFICE }s' SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39822 Date: 6/1/2015 Permission is hereby granted to: Pinello, Gaetano & Pinello, Grace 310 Lakeview Ave E Brightwaters, NY 11718 To: Demolish and construct a single family dwelling: Living Room, Dining Room, Kitchen, Pantry, Foyer, Utility Room, 4 Bedrooms, 3 Baths, Walk-in Closets, Study, Fireplace, Garage, Covered Porch, Unfinished Basement, as applied for.Replaces BP# 37605 At premises located at: 2015 Kenneys Rd _ SCTM # 473889 Sec/Block/Lot# 59.-7-10 Pursuant to application dated 6/1/2015 and approved by the Building Inspector. To expire on 11/30/2016. Fees: PERMIT RENEWAL $684.00 Total: $684.00 0 N e......_ Buildi g Inspector TOWN OF SOUTHOLD //474s BUILDING DEPARTMENT 2fa TOWN CLERK'S OFFICE SOUTHOLD, NY * , BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37605 Date: 11/14/2012 Permission is hereby granted to: Pinello, Gaetano & Pinello, Grace 157 S Pace Dr West Islip, NY 11795 To: Additions & Alterations to a Single Family Dwelling; Living Room, Dining Room, Kitchen, Pantry, Foyer, Utility Room, 4 Bedrooms, 3 Baths, Walk-in Closets, Study, Fireplace, Garage, Covered Porch, Unfinished Basement, as applied for. At premises located at: 2015 Kenneys Rd, Southold SCTM # 473889 Sec/Block/Lot# 59.-7-10 Pursuant to application dated 10/4/2012 and approved by the Building Inspector. To expire on 5/16/2014. Fees: CO -ADDITION TO DWELLING pd- $50.00 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION %z $1,368.00 Total: $1,418.00 re)(it()) di alt. 00 Building Inspector 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 electncal installation from Board of Fire Underwnters. 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. ` ~ 0 ✓ New Construction: Old or Pre-existing Building: (check one) Location of Property: House No Street Hamlet Owner or Owners of Property A-0 h D 0- 10.--(lf , ( ✓l.e (6 Suffolk County Tax Map No 1000, Section 5 Block Lot (0 Subdivision Filed Map. Lot- Permit No. 3'()1 U2-2 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: ✓/ (check one) Fee Submitted: $ 5Q Applicant Signature ,�iii .,��I,, lot SOUlyO, � 0 . I / Io . Town Hall Annex 4 41` Telephone(631)765-1802 54375 Main Road ; Fax(631)765-9502 P 0 Box 1179 ; �� ',,1%, roger.richert(a�town.southold.ny.us Southold,NY 11971-0959 ` gy��UNT`1,� ''� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Pinello Address: 2015 Kenneys Road City: Southold St: New York Zip: 11971 Building Permit it 39822 Section: 59 Block: 7 Lot: 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA. Platinum East Electric Inc. License No. 34091-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 52 Ceiling Fixtures 14 HID Fixtures Service 3 ph Hot Water GFCI Recpt 11 Wall Fixtures 9 Smoke Detectors 4 Main Panel 200A NC Condenser 3 Single Recpt Recessed Fixtures 85 CO Detectors Sub Panel NC Blower 3 Range Recpt Fluorescent Fixture 5 Pumps Transformer Appliances DW Dryer Recpt 20A Emergency Fixtures Time Clocks Disconnect 200A Switches 47 Twist Lock Exit Fixtures TVSS Other Equipment: 2- Combination Smoke/CO Detectors, 4- Exhaust Fans, 7-ARC Fault Circuit Breakers, Driveway Lights. Notes: Inspector Signature: -°� Date: July 29, 2015 v Electrical 81 Compliance Form.xls 44c S00:0 ,`O !O Town Hall Annex ; 4 Telephone(631)765-1802 lig 54375 Main Road % c," Fax(631)765-9502 P.O.Box 1179 `Pi `�.v�4%t".0• ,i Southold,NY 11971-0959 ` BUILDING DEPARTMENT I - — , — - -- TOWN OF SOUTHOLD -•.. f 9102 0 Z Ndr I -1- II f' 'i !.- CERTIFICATION Date: 1 .— lb - 01 %. Building Permit No. 3W2 2_ Owner: / �1 qy' M €4 LO (Please print) Plumber: 6// 6?_/9-,A)A,t) lease print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ►l ►•1 2 IP Ad2 j ► A. (Plum•ers Signature) Sworn to before me this / day of . // , 20 //O \ ii / (117, a,1,6—"i\---I k. Notary Public, County WAN*t:.lMAANLON Notify Pubiof New o, State Yak 'No.in-� 7 g Qualified in Suffolk County ^ommission Expires slum 30, ,.M. �� ry- 3 -76e,_‹-Z' fi.,,,:€'A Al co um, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 /1NSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 7.- ---- ---.) e1/0 Ac.-/Q7 �k sF5:_ --5-iLtt AcAis g 4G-4_ -774:5-- .A=..-../.-- ,,,_ Ae._,,,y..f-_,...p.,- ,Q ((;/2-/---)H k-- 727c/-<-;-- iyourk--e;,eS DATE 7/X/3 INSPECTOR -- .3//, �;�oF l! lq , Cp ' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [4OUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE °//8/3 INSPECTOR FS0 : TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NSPECTION [ ] UNDATION 1ST [ ] ROUGH PLBG. [ • FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ - TR L (FINAL) REMARKS: /-w, '� DATE INSPECTOR 44.- 16(Y ,,, *pf SOUI4o 3 ,;�0 ‘-% *ti /1 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: .7L...„ ,t3/3 • lia- -def.,a -t4,e,..p 9,1-6,41 DATE 0i' S INSPECTOR �3 3 62a__)'* ''' �� pFSO(/r�o�`` fl TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 NSPECOrk [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 'mviat\ AIE))3 /s5 f = � 5 f'A_ MMIC moi' ,d07- ' / y DATE '7 INSPECTOR �o SOF S000 ly F Skfr 'V ,4 AA-7 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION _41 [ ] FOUNDATION 1ST [ ] ROUGH PLBG. l� [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION lej ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE '.--/.7// 3 INSPECTOR .3-2 (00 ,_5 - /� �,. �,pF SOp �. `c ry_ r i# 'Fi , -_SCO UNl'I '',' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIR FETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [it,/,81( - FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRIC: AL) REMARKS: Com---c - DATE67/ d €J (4,-3 INSPECTOR. -/1/ " 3 7 --,,oF soar , _ 0, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I NSPECT ON [ ] FOUN N 1ST EMROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [f ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: / dif' r72-41‘A-6- 5;*D- -- DATNC/17-2 INSPECTOR 76 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I NSPECTIO [ ] FOUNDATION 1ST [ ] RO PLBG. [ ] FOUNDATION 2ND NSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 1 , 1 7e7C-- C:440° J , ; , DATE l3 INSPECTOR Ade 3 76, 9�Z---- ,l,- -•ti{lo�l (71,141A) '* 0€ lilt A0 _,-,1 74( )2'-'(/4 --n4_- lyC UNiy,�`%�' j?-d '4°' 6 TOWN OF SOUTHOLD BUILDING DEPT. ®®�� - 765-1802 /`'-� - i ::i v/� INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 1 CATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION� [ ] CAULKING f; REMARKS: fq Gti 1;47/ Avecie-,..41-f-Ze/i_ 1 i "Ad 4 61dr3/44/4- A4/4191,i11-- - 0 b t 1 _ riet-4414,47-r-sT2A3 ,rt.J ' S-r::- _ /13r / 1 , 6\3 1)04-4- r - .. AO -,3y . - • e. j-j1/4),- '; i - -ei.: DATE 0 © C INSPECTOR , 7 A.,.. , ? . ,.. A c€J i -___sitou„,,,,..... TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ , FOUNDATION 1ST [ 1 ROIJH PLUMBING [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [4 FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ' 1X- idt - Ce 4 - dr • - I- --- -- -e_& - 6 - .........) DATE 17 i I 0. - INSPECTOR • . . . . ' . . FIELD INSPECTIoN REPORT i DATE _ COMMENTS • • \ -- • • 1- : - — 0 ,t, , t 1 OcZ.t . 1 9) 4 . FOUNDA.TION(1ST) • . 10.10M••1........1.010.MMOP4MWO • 2-di __ _i, , A. i, ,-63 • FOUNDATION(2ND) 1 03 V/ '5z..r.....a>, -e--e4ezcs-j1 - - • 4 , 0. ! , ..a--Zit-6,-- -.0•• a--(-_, - 0///9/3 _,e,•Opeve-14.--- iis've- •,. -i. cn - /dee" • ROUGH FRAmiNg& d .• !_ f-in , Gel ---. '-3 PLUMBING .., ,..;C., , o, ) (.. _._ SI) • IP% , P . J l'Aqi -Li-'- I ' .-41WM , , o .._ iz • J /4.------Ni„Z;:a`___HaiiiWg. , ,.)) INSULATION PER N.Y. ,.f: / 0eA‘6,--0, A- (*A4-'210,7-calrez) ..J t21 *1 STATE ENERGY CODE 7zi * I _ " . Ø/r l3 f<49°, :al, Ail ' 71-4,3 ; /,, '7.1.43.-7 ,:64,67 . . ... A AIM. i., , . , • . 1111141,11MMIRIPPIA I trilri:411 A elfbk j ' ' Pia Pr(9 ',el/1:er ,v;??Slir . , Cl• . "1-11;111F4Pr . (11 ill-"ne _19— ' 40,14.4.k: )- et_ ve....7.-- --V •-.1M-AijrA1,4 G 09,,Vot).0.44"--Ai,1 0,5%) JE/1/".A17-4-4;• \ 0:#44 --- i&-E,‘J ,'#) ii),ri.‹..4./.4.,-,9- r) 61 cJ X) • - ?1 . , • ________J 4'.C/G,,e , _.--.. iCciliz e46W" ., ,ADDITIONAL COMMENTS P- 2612 .Crt) C /Di i , (2.toc. aa-6 ,0 ' ‘Iih \ID- 4 u wci°() ft t(A-W . , . 4/ ,. 7/ - 4r713 .0,-....<.,- ,-,..„_,,e......ze..i,„,a,i2."- -_,-„4,- - '4e)s‘.... Vef -14-.1.---) 01c, . / so "111111111.-- As' 0 ! i e .,-,)0 x 1\171-f 4:1 lvs-.x6A) -74c_ 75-)Thi4-4 1-1_ ,-.120 411 r5 K0tt-6f—1-"tt-C,^ CWSit-F___7. , _ tzi (n- H )5 0 : (9p-i.00 \I- cg- rec_4 W)13 -e 31t005 f*_)-- . • 1 a - a(41/T 024- • . 4YIkrig 4 4, i fr-e.?4,e44 1• , - # -?o • „alle._ 1 r [ii c. !, 1 F4 f IF, -- • r'Ro-Ile, 5nI COIL* , e p , ttg • $ . • -% ' . . . . 46 r ' TOWN OF SOUTTOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans ✓� TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. V Check Septic Form N.Y.S.D E.C. Trustees U E C.O Application / n 2Flood Permit Examined / v — v S, 20 / REcE , Single& Separate AUG 2 ' `O12 Storm-Water Assessment Form / _ / / Contact: �/ Approved f ,�_0 Mail to: �gZD GCMN07-4 PIM.DEPT. TOWN OF SOUTHOLD 1l OA j Vie'i7 L:) I l.'/7( Expiratii -� � I � ,20 Phone: �,-i( – ��j( - (nig, -C)Building Inspector 6'4 ncr 4 Z012 • 'PLICATION FOR BUILDING PERMIT Date S;1 , 20 f Z TO/NBLDG Ur oco INSTRUCTIONS a. This application MUS . ompletely 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 be 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, in writing, the extension of the permit for an addition 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 regulati , and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) 526 Io4A So i? 'tj (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises `jt%O.)ihAl ({� Pi. PULL-Lb (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. 0L- 14 1. Location of land on which proposed work w. 1 be done: 9-0 fs— vN ,� j o(=kb "Stp o fp u1 6i,l y t (1 7 House Number Street Hamlet County Tax Map No. 1000 Section J Block O 7 Lot l Subdivision Filed Map No. li �''e Lots . ! ,7 2. State existing use and occupancy of premises and intended ctse and occupancy of proposed construction: a. Existing use and occupancy / df>° b. Intended use and occupancy ` Q¢/P 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work el:- 5t=;r_o,Ug -M¢ata_2 (Description) 4. Estimated Cost/30 o 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. 7. Dimensions of existing structures, if any: Front //- CRear - c2 Depth J 3 C/ Height / 2`- 0" Number of Stories / Dimensions of same structure with alterations or adjtions: Front 1115' i9' Rear Y 5 (/ Depth 16 /-- 0 17 Height gZ."- e Number of Stories Z_ ii fj 8. Dimensions of entire new construction: Front 'yam- 0 Rear 4/.-6-1c• . Depth 33-1 c Height 32"--- O' Number of Stories Z. ._ / ,., r/, ! 7 r �/ ./ 9. Size of lot: Front 0 Rear 7' -- Depth Q •Y 7 L/24D3E"10. Date of PurchaseBIZ- c,2/4 &Gii Name of Former Owner 11. Zone or use district in which premises are situated c-1� J'�%C 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 .----5-6____ 14. Names of Owner ofpr misesa e0.4Zeo Address Phone No. Name of Architect it-eft , E. 61.-b4Aim Address 3L3 N iviglaive0 Phone No 2,2_4,-3 7 0 " 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 OFS)F p! ) q,4674,00 /, /2e 7/0 being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract)above named, (S)He is the 00/1)6/6 (Contractor, Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application: that all statements contained in this application are true to the best of his 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 LAURA M Rud ,i-NOTARY STATE OF YORK •'AAday of : 20 O R NEW 1111111 COMM.EXP.31620 / comity `►� =. d - - ---1 .7,7 -.6...../ Nota li',Rim AI.— Signature of Applicant 4 Town Hall Annex ; * Telephone(631)765-1802 54375 Main Road ` Far(631)76SQ2� P.O.Box 1179 ��� rogersichert( taar.sou o .nv.us Southold,NY 11971-0959 �.�� Vi s°. DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: 1Ce rrt} Date: y--3 -zor 3 Company Name: Q vrt CA,s r rC FZ rw rC /A/C. Name: KIS ri+ v -t= License No.: 3 y o g i Address: 13 9-0 s PO , Sou rtlo c-P Phone No.: 76 S - 1 Y07-'1 JOBSITE INFORMATION: (*Indicates required information) *Name: / .Q f-i`'l a S TO/41 1- 19/44-(4 *Address: 020 , IC k,A e1 S lei *Cross Street: 5o,. Cie r Y ) *Phone No.: 3 ( �� �Y 2Y Permit No.: -7 p Tax Map District: 1000 Section: S`j Block: O )- Lot: j{J *BRIEF DESCRIPTION OF WORK(Please Print Clearly) /YOvSC y- 501 Via' .2700 SQ f (Please Circle All That Apply) *Is job ready for inspection: YES / - Rough In Final *Do you need a Temp Certificate: / NO Temp Information (If e *Service Size: P 3Phase 100 150 20 300 350 400 Other *New Service: Re-connect derground N er of Meters of Servi Overhead Additional Information: PAYMENT DUE WI ATION )ek q-'))-13 .1.$/. 8 -Request for Inspection Form C' 0-0-1 �:,.\ ��is2c� SURVEY OF • \�. - 10T 17 4,; 4/' ���s�0, MAP OF �" x + K H:\ X IH:WOOD (.*, s FILE No. 2180 FILED MARCH 30, 1954 • GB ° SITUATE�/ s°sss A � �1 °, S � l • F Q ° n ° ° (/ 9 \� tiSOUTHOLD D o �o c \ ( ?). Jen '6-, - '°.F� ,S,, TOWN OF SOUTHOLD r-c.s•-4(:) Fp� ,s, ,,,4 SUFFOLK COUNTY, NEW YORK 9L .� ���� S.C. TAX No. 1000-59-07- 10 . .‘p,,o o •�'t, s ° SCALE 1 "=20' � � FEBRUARY 3, 2013 c) o �t "S) v• •<<, � ��p� a EXCAVATION INSPECTION REpUIRED PTEMBER 6, 2012 ADD PROPOSED HOUSE .\1 '' c,7-- .,p0 ° ° a FOR SANITARY SYSTEM 6 P / ��1�40 / Q ,P� , BY HEALTH DEPARTMENT AREA = 11 ,147 sq. ft. 5P�'NP� p`� O, e�� 1� 0 ;S x 0.256 a c. y 49.3 /•0 Q °4 .49.4 �� / / 0 o, y / ° NOTES: 0 49.7 A� C.Y" ��/// /��/ 1 . ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM 49.8 °����/�/ �o � EXISTING ELEVATIONS ARE SHOWN THUS: 50.0 /S'J ,��\\ / y // 0.)4,„QSUFFOLJ(COUNTY DEP F.F . - - OOR /. ).<<N ,� /� \ // �P / ARTAAENT OF HEALTH SERVICES 9 c �,�\ \ ,,,IC.' / PERMIT FOR APPROVAL OF CONSTRUCTION FOR A as._s. ��yo s� �� \\ \_4s s ///�Q'Z'V' o//// SINGLE FAMILY RESIDENCE AND • • x 46 3 CObr t‹p� \ \\\ F` s 9.. / // ,� '� Oe p\�\o 000 \\ \\\ / / // D� ee p e \ // SATE :�- H.S.RANO. i �— :4"-e- .,-. OeO& + n //•� •O // ��+5�. i.� / �t /I p4 \ TOTAL ► �J� �F�/ \ 4• // / y M�E{�RQQMS PREPARED IN ACCORDANCE WITH THE MINIMUM / STANDARDS FOR TITLE SURVEYS AS ESTABLISHED O ���OTsi \ / EXPIRES THREE 11� BY THE L.I.A.L.S. AND APPROVED AND ADOPTED OJ(c, 47.; O 'p�c \ ,/ -�_... YEARS FR...•,(,R FQ.Q x BFPO e�9y� / // WV "'""""~-�-•-'^ ATE OF APPROVAL rOTLESASSOCIATIONUCH USE Y THE NEW YORK STATE LAND O O / / 0 -NI �� 9 / Fd \ / • 1 ti ., J k y ��' ' NFT C \ 00 49.7 �Z g`� CERTIFIED T O: •,� '� `w' kr��@ 'Q 1<' ISI . GAETANO PINELLO * v,•,,,,,,000 ' ,` c9,,c, �. 4�.s ti c� ��, GRACE PINELLO , �. _' � cn gyp, o,�e� ssAyc �0 9��-' s �0) � PHILIP O'HARA NASSAU ASSOCIATES, Inc. 00.-43,11e, d ^� . • IN+/�A�p( yP�O 9' G1s1r,4 ` tJ , <, t ' 41/41 4{^ 50467 p rp �\O TO THIS SURVEY IS A VIOLATION OF UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin HI y G� q/ LID SECTION 7209 OF THE NEW YORK STATE ^74,i‘ ,.. ..,7.. / '' Abandonment of existing sanitary system must be in EDUCATION LAW Land Surveyor eo,� - �` comformance with depa ejyt requirement Submit COPIES OF THIS SURVEY Iv "NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR �' 'p completed fon~n WWM- as proof EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY O., O o CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To Stanley J Isaksen, Jr L.S Ssti� ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE ' l3 TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout F LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P 0 Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 32-013A '`2 ' . \-\G SURVEY OF co{"" '7 ��sr MAP OFsf-i--\ \ c)-0- . `° s . � KF.NN ,WOOD ?,Li t.: �;� A �� a � FILE No. 2180 FILED MARCH 30, 1954 0 = ca �� ��s-�� s°s%s s° e °4� SITUATE I U t� s e 9 ` It� S O L TIS 0 LD L Q� a lac c . . ��'� '�' d e �✓4� `� TOWN W N OF 1 z ' e 4 FSOUTHOLD • i. s a `''�-1- °�' 9S SUFFOLK COUNTY NEW YORK A'''', ÷'C) ti \4 __ __ _ _ _ __ S.C. TAX No. 1000-59-07- 10 4P ' 1 1 `/ ,, oy SCALE 1 "=20' 1.• 1. 1. 1. 1."1� m e °4�� o��������� i=:�1.111.!=181111111:� 19Sati FEBRUARY 3, 2013 _ /��I�r / �'oyy e e ` SEPTEMBER 6, 2012 ADD PROPOSED HOUSE �0��4 T2s �� /'_I'� I,o�� I��/�, / r Ap OCTOBER 21, 2015 FINAL SURVEY l) R- �� ��iA� l�'�11� I �r°yo�'�1��1�/-�� / / �s a AREA = 1 1 ,147 sq. ft. S" \P y0� ��jr►�1�'�1��1�1 1��1��11� / 0.256 a c. P�i�irr �I'11�11�11�l;=�� /e°y Q�� .°°' °°F e / o ilealgrA1116111 A\ A2) \e,,L0 2e.-C's. 4\,S4' ^74. I ,,=�,.r Arnow, r 4- ,, coe JAN – 4 2016 ' — y ' --' '' _ L j tIJ 1sF"0/_ ` -, s �/ 0,,, , I r, • )p Iz -obi9 #i c L1t! r•. 1: I v ,O.Cn . \ iliellell "I 4/111611191.611111.1111" At\ \-\ / '''.....7.11"1.„:".711.7%1;" "11‘...11:11.2.1.141:...—.."1:_, 4 / Al q<t PREPARED IN ACORDNeE WITH-TIE.-.MLBLMI,LMSTANDARDS FOR TITLE SURVEYS AS ESTABLISHED -- -( ..2.,,.... \„ 1m 11"lh` °' 0 Q\Q /4 •c:mass 1� _, I i� BY THE L.I.A.L.S. AND APPROVED AND ADOPTED 0L. Imo.���/� ���r� FOR SUCH USE BY TH • i.- ATE LAND / /� I� I� /�•/� Y� r TITLE ASSOCIATION. ��,„ �A('`J C�}Q 4 A \ 0I / CERTIFIED T0:( ' / IGAETANO PINELLO/ GRACE PINELLO/ gyp' °Akc PHILIP O'HARA NASSAU ASSOCIATES, Inc. � '+•'�,'._: .', ,mss tic '`PNYS. Lc No 50467 �J' O �O UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin �� yc (, TO THIS SURVEY IS A VIOLATION OF Dc SEPTIC SYSTEM TIE MEASUREMENTS SECTION 7209 OF THE NEW YORK STATE 9�� �T9 ^e EDUCATION LAW �O -t5\ �'\ HOUSE HOUSE COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor 2�, Gj CORNER A CORNER B THE LAND SURVEYOR'S INKED SEAL OR •° EMBOSSED SEAL SHALL NOT BE CONSIDERED °� SEPTIC TANKTO BE A VALID TRUE COPY INLET COVER 31' 32' CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To Stanley J Isaksen, Jr L.S ssti° SEPTIC TANK ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. OUTLET COVER 34.5' 35.5' IS PREPARED, AND ON HIS BEHALF TO THE /-% TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout F LEACHING POOL LENDING INSTITUTION LISTED HEREON, AND COVER 45. 47' TO THE ASSIGNEES OF THE LENDING INSTI PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. C THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Moin Road P 0 Box 16 ANY, NOT SHOWN ARE NOT .GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 , - t3 Southold Town Building Department P.O. Box 1179 Permit#: 37605 53095 Main Rd ari Southold,New York 11971 Permit Date: 11/14/2012 sr;9 �•,+l o?ii (631) 765-1802 Expiration Date: 5/16/2014 ',� +� Parcel ID: 59.-7-10 BUILDING PERMIT RENEWAL LETTER Dated: 5/4/2015 Applicant: Pinello, Gaetano& Pinello, Grace Location: 2015 Kenneys Rd, Southold Work Description: SINGLE FAMILY DWELLING demolish and construct a single family dwelling: Living Room, Dining Room, Kitchen, Pantry, Foyer, Utility Room, 4 Bedrooms, 3 Baths, Walk-in Closets, Study, Fireplace, Garage, Covered Porch, Unfinished Basement, as applied for. A FEE OF $684.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Pinello, Gaetano& Pinello, Grace Address: 157 S Pace Dr West Islip, NY 11795 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold, New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. �,d FFO(,r ; ELIZABETH A.NEVILLE,MMC �� `Z w4 Town Hall,53095 Main Road - TOWN CLERK , p P.O. Box 1179 t y at ; Southold,New York 11971 REGISTRAR OF VITAL STATISTICS : O kr Fax Fax(631)765-6145 MARRIAGE OFFICER �� RECORDS OF MANAGEMENT OFFICER N.7.91 „ ��p ' Telephone n.no 765-1800 fork.n FREEDOM OF INFORMATION OFFICER � southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD SOUTHOLD WASTEWATER DISPOSAL PERMIT CONSTRUCTION OR ALTERATION PERMIT SEPTIC TANK or CESSPOOL Permit No. 4116 R Residential X Non-Residential Fee $ 10.00 Septic X Cesspool PERMIT ISSUED TO: Name : JOSEPH MANNO Address 1: 1820 KENNEYS ROAD City St Zip SOUTHOLD NY 11971 Descripton of Proposed Construction or Alteration SANITARY SYSTEM FOR SINGLE FAMILY DWELLING. APPROVED AS SUBMITTED AND AS APPROVED BY THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES. REF #R10-12-0059 FINAL APPROVAL REQUIRED FROM THE SUFFOLK COUNTY HEALTH DEPARTMENT. Name Of Owner GAETANO PINELLO Mailing Address 1 1820 KENNEYS ROAD City St Zip SOUTHOLD NY 11971 Property Address 1 1820 KENNEYS ROAD City St Zip SOUTHOLD NY 11971 Tax Map No. section 59.00 block 7 lot 10.000 Cross Street SOUNDVIEW AVENUE Building Permit Number Cross Reference: Issue Date: 10/09/12 Elizabeth A. Neville Southold Town Clerk REScheck Software Version 4.4.3 Compliance Certificate Project Title: PINELLO RESIDENCE Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 5750 Climate Zone: 4 Construction Site. Owner/Agent: Designer/Contractor KENNEY'S ROAD MR.&MRS.TOMD&GRACE PINELLO HAROLD GEBHARD SOUTHOLD,NY NY ARCHITECT 363 N.WELLWOOD AVE. LINDENHURST,NY 11757 (631)226 3708 HEGARCH@YAHOO.COM Compliance:Passes Compliance:7.0%Better Than Code Maximum UA:388 Your UA:361 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 Ceiling 1:Cathedral Ceiling 1506 30.0 0.0 51 Wall 1:Wood Frame, 16"o.c. 3089 13.0 1.5 206 Window 1:Vinyl Frame:Double Pane 232 0.330 77 Floor 1:All-Wood Joist/Truss:Over Outside Air 26 21.0 0.0 1 Floor 2:All-Wood Joist/Truss:Over Unconditioned Space 58 j 21.0 0.0 26 e,it SLED /(R�_ Compliance Statement: The proposed building design described here' -� g plans,specifications,and other calculations submitted with the permit application.The proposed bui _ 1,1� me i'.' ,'. . r ::t the 2010 New York Energy Conservation i: , ''nth t„,epi nd- I- Construction Code requirements in REScheck Version 4 4.3 and t• r ements listed in the REScheck Inspection Checklist. /+ u .41944 Name-Title frlaCeto r r r. /'1r a - �1.4,441r-ok-s5 C•itivikebAr--0-- filp:..411. 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SCALE 14" = I '-O" • 7'-U" _ / )1/ *44 \ t, -0 /. ...•,.-, ....,,:-,.. ,,.. 1- .5('-o„-/ ,' / - '''il P.: :.'+ -1'. kY"'••.Ar • 'IY=-ea •<.+. u.., . •''•e k. .. ,•t xi:b• ., a . •.Y S•k. .,, a.:•�i ..f a'. Ir CRAWL " r- . . I : : I SPACE o .4. dJ ', 2 2" CONCRETE SLAB \-ii596 COMPACTED p GRA I L OVER 6 MIL PVC 501L-\ #4 REBAR g 12"0/G I- VAPOR qA RIER 5 AG ROOF 4" VENT STACK THRU ROOF � I ..:/ VERTICAL MATCH DEPTH = .. '. OF EXISTING FOUNDATION= O ., 1 AND FOOTING 5'-8" 411" 4'-61" 8" / 'EXIST. HDR. EXIST. HDR. \` ;', r 14 II/21" 4 I I% I 1%2" 11%2" (--- GLOSS UP �/ *�_` \ I FRAMED OPENIN65 5TRAPPIN6 DETAIL Ii2"ILAV. I 2 LAV. LAV. II1/2" _ I wG1 WG I I EXISTING PROVIDE ACCESS 0 - •. ,; _ , � 'a I WINDOW TO DRAWL SPADEI - r :"� IDE 2ND FL. 0" I H H#4 REBAR g 12"O/G -S--J <• ��`�`•: TUB 2" 1 SHOWER mi. VERTICAL MATCH ---------4"1111"0/9::-.111111111111111111111111111111141 i \ 1 1 \� \' ll DEPTH OF EXISTING NE YVI2x30 O ,,ry K—(2)2x12 \ `3r__ . 4" 1 FOUNDATION AND 1 1� I ,.,LQ `t. <• j ---� -F TREATED : ' •' / u G.O. 12 4 2 2 2 2 O. 2" p. POUTING I \ \ „ L „ • 1 \ # REBAR VERTICAL STRINGERS 'l, 0 4 4„ 4121 8 I < `� m /• �\ ei.'‘,2ril) // ' 1� MTGH DEPTH OF 4411111111111111111111111111111110:--- ---\-- i -- - - -� \ EXISTING FOUNDATION • I'-O j I/ 61T76-1-4-11 60 � v Q 1— A D F=OOTING �` 2 1 �I/2cO 1% " /2 1 4 2°x2°x I - :.. ��� 0_ 2O'-8" ` 8" m S ( S I III/2" WG LAV. FOOTING `-/ /' m �\ G520 WITH EQUAL 4 G.I. HOUSE TRAP P/W W 1 PROVIDE , (1 \ NUMBER OF —► 1ST FL. 0 o HANDRAILS EXISTING CONCRETE SPECIFIED NAILS ,( iX IN EACH END I I \� O z - Q "• FOUNDATION WALLS cV O TO BE REMOVED---__) : 4 -0 123'-5" 21'-6 -O g'_711 21_511 f- �1 .14-d" 31'-0" LINE OF _O / �'-5" 7'-O" / 41-7" )1 " /, LINE OF LINE OF / / � 3'-611 31-6" 76" 41-5" A 15'-7" 31-q" 71_311 ROOF ABOVE LINE OF ROOF ABOVE: A ROOF ABOVE v WALL ABOVE BELO, F WALL_ OI N ,,0 0IU.!r g: `o" 11 �. \-- h _ ^ O" +b� \ \ ` _ -� -�-. � , 1 ROOF BELOW .'� /_ p z \ ® t. s .M.L. ',?>� ® Q .�f, HB Z~ �� \(2) =fi -�' 1� �\. • ter= ms_�r■� �� �• 2x4 R.R. ®16" O/G N v . O . ` /�. © w b LY. H P Y. HDR. '' r,��a•• ," • 2 11 `��'9�, � 1 iu v I �� R / . ,. 2x10 R.R. ®ib O/G 2 1(�I ' 0 ���j 111 dm/Airily/1/4z 1 111 �rrm� 19 2)2X10 4 111 2�0Q t 5f p N V '' .1 ��; imi. �� \ \ C_. / MTN P � Oo-01116 y Y. HD'' _ Q /67 �2 • • 6 �2 2' Yz" �. 1,3 -LY6. HDR. / lt)I - _G u-11- - 11 Y. HDR. P0. --q- PLY. HDR. m ® /{�/. x 3 EN'- o., ,,,i ,,$)1 /kco Q TUB -� Q / .�^ .� `rte , SHOWER _ _ ® O O J v ( ` 81-511 \ ` �(1-0" 1Mll// 4i=ii.1 I3'-6" / /= 1 11 .1 -�- �t - - -'T' _ .-.� 5' IO' • 5" , p�_i • :9 j- 'x1D �2R ®I6" o/c / 2x�R.R. ® " •/G / f�• ♦ ak O IS-8 �,_ \ lit iv z _ _ f NN <ITGEN '''. OVEN 2x6 iv _ o I = bi icy /BATH ,..1IIi II �� I^ 1 11 I II®_ Q ♦ � 8 II 3 N II -O 2 O6 - F. IDE I / I 12 -5 /4 tk 8 8 5-O - ® _ // } N Z :: - - - O 28x68__,H„,„,.,,. ....., ,,_ ,_- ___ __ .Q 111 , 2x6 w 1�•• ``f �, ' - H W.5.1�. H.W.SQD. _ / ( / I / / 2.4 R.R. - 1 _Ie ------ 4 e \ O . ��� Q i/ ix �pT '- ( / 016 O r U m \ 7 +G."',a' cv _'... g ' 1. N , \ ! V- % .4 , •9 / `� \ �/ / SHowE- I- . a ' DINING / \ �� �3 m3 N .. OO =, �� / xtX RD N r s. .. ,�'� 2)2x -)2x6 (2)2x6 411 1- / 6P.1�� & U-1 dJ _ _ 1 M , T -� ID - 9 LAV. • / (? /, lc ' ; 1 3'-q O A C II �6 IO O , GF.1 , m7 Q- . k' --3 Al \ j{� voAvi�.Yi:.v.:.v..��.��;►�iv. 2X4 R.R. LDSET H S.D. O l Hi. CLOSET W.I CLOSET / Cp hr J - REF. PANTRY ' •'w'�,• 11 �" N CLOS: +i .M. ( _ m l /` % [l 1 3 ) .3 N�, 81_111 6 711 51 qii i STORAGE iib OIG `. I \ - - -- - - _(h 1 I 2°x68 204 WIbx40 SIE :nor-�_ .mak._ )2x10 O 77 I _- . ._. �_ I LI -- ,.. .i . AVAL X r `� •\I � � (ii * lipn 6111 ,'OABOVEO •7 "i' /I rI . . - - -/ 6 - - - -7 \ I ( ' 1 Qj � W s��� x12 RIDGE +G.M. �m� (2)26/ 171 </ Ci it � I , 5/8" FIREGODE S ETROGK \ x " iW� = I p N H...:21°.. W 5 •N; IIIL tYm i am" N V \ N 0 _ q -10 3-O Q N C./...°).-11 :"N Q/ v THESE W4LL5 A CEILING 3 O v C / , 1 ° 4(N / Oz121) O ~ X � x cvTQ / � > � NE� X DIRE / (V �^ 01 #44 � ra / _ I N ® ( / ti PROVI fY `{ / r VENT. / - � I c0 �� J ..II" N ` ��D�OO �\ HAND� ' Iigaiill rii ,L. i �J bQ '/ ( ®O V � tic_ -- "' / GAS 1 1 „... ...1.1 a ..... ,..s. ri) 7 FIRE' ' l� \I / -- �i 0 !71 0 ,� ~J� / c 1 \ T 1r \\ iiiii z� 1 =DrEiz ii PROVIDE Q a \ _' I - O r�• �•� �;, HANDRA I S c I .7, (X t= / ?1( \ � MASTER 4 R.R. _ � - _ � -- - - ` ' 1 OPEN TO .� - - - N ��, N f 016 O = \) \ '� EXI5T1 HALLS, DOORS, ETC. cV -� T i.-� ,-.J� L I I \ "Ai -TO BE REMOVED PATCH, +a ��,. >s / ' ' `r° 1 / APPROVED �":. .�'n•� ABOVE �� i I o 1°C1' �.3-.f p � kI ` ' I REPAI OPENINGS A5 REQUIRED � � 2x10 G.B. ®I6 O/G DT4 E: B.P.�+ dJ ROOM I ( 0 0• MATCH ADJOINING SURFACES I i x \ " •1 " 1 1 3 7"S iv N 2x10 R.R.RR ®16 O/,� 36 H. CRICKET - - ---- I II I r• RAILINGS- :. E: t '- ' 5" 13'-211 I I gl_511 .� : 5" 21'-2" 3 b ' . 1 .,�' 13-2 q -6 21'-211 w Ems. ___. iY: m.,_... �-3° / © i i ��p -,(2)2x8 Bye" X Qj NOTIFY BUILDING I: e�P,RT1 ENT r',1 IlitfOxco " m.1111111 _ -f �- I2x4 R.R. - STUDY k PLY. NDR. -" / b e- 765 1E02 8 A'�1 TO 4 PfY1 FOR THE i1'� '� ` � -0•� N �, 2)2xb �yz" (2)2x12 d z" 2X8 Bye" 2x10 R.R 0I6" O/G 2X10 R.F . ®16" O/G � O FOLLOWING INSPECTIONS: IIIII I r I PLY. HD" PLY. HDR. 111 PLY. HDR. �x v.- /MI ► ' FOUNDATION 1 I r � v 0 O (2) x8 Bye" )2X12 BY2° 11 1. FOJRDI1TI01I - TWO REQUIRED IX p E O (7����� - P I •}?•�►"LY. HDR. +cg 1 P ► FOR POURED CONCRETE _ (I)SI'4 x18 PARAL�4M \ i_ /M C. II ) R. (22x8 B • 0 +b/ Ci p -� .. v . EMIII ''I \ \ I � � N - _ 2. ROUGH - FRAMING PLUMBING rj. ,� (2)2x1 I. }�° !J ryk/ I -.I 3 LY p .�Q6, . d 16°x-1° O.H. DOOR g'6� / \ �� 1 / N -xb R.R .� R.R. QI Qj 2x4 R.R. 3. INSULATION ® PLY. HDR. 1 0 x +6<I' [X 0 'f"6<y \ ` , -" O/0 4. FINAL - CONSTRUCTION MUST C�� .=� i. 3,1 '• O �r 6 t �I• , BE COMPLETE FOR G.G. JROOF BELOW2<\ ALL CONSTRUCTION ION I .' �" � '� ROOF BELOW SHALL MEET THE EIM� - 1 N LINE OF �� � � 1-„ I i ROOF ABOVE REQUIREMENTS OF THE CODES OF NP i �� � O �-COLUMN -TYP OF 2 LINE OF / '-o",(2'.-0 / / / '-0" " 1, YORK STATE. NOT RESPONSIBLE FOR 12 F.G. TAPERED 2 -O �2 O 31-0" 3 0 2 0 24 6 I, 41-6" 31-0" 8 O 8 O / 3 O / DESIGN OR CONSTRUCTION ERRORS. ROOF ABOVE / 41-0" / O / 41-0" 'f '5 T[ 1_ 0-;) 1 4'-O" 6'-0" 41-0" 4'-6" 4'-6" 3'-o" / 161-0" , 3'-0" / / 0-0" q _011 14'-0" q'-011 22'-0" , , T _____________ , o , 4,,,,,,, , ,. de .,,..,„ AN . . AN � - � r-= 1,480.07 S.F. SCALE /411 = I '-0" 4, 45'-0" /- fill I,33032 S.F. SCALE i4" = 11-0" 71-011A \ ,0" 1 1� ki- / .z: -/ 311-0" / CO '^LY WITH ALL CODES OF P>rt r F,y£.. - - - � •,��. +� NEW YORK STATE & TOWNCODES ®CCUPANCY OR N ,. .i..: hiL. - - - 0. - - - - - - - - AS REQUIRED v } '.: '. .,".'�....��.y�s' v 7,, t '^Fr .off'Si» '7". ,, rS"�.'r `n�1:' •r .'��' 'a "3'.,^' \ I\1 1 e.+n, 0, •ria •f ,•,o, ae ,x ,R n'.i• �;.., .p,""7', ,?! .;:4 ,'fir. i`7':t7 1t'•1t Vii"'• ',!;4;� •i r 'i,, ` f �ta�Vii: ,e tiii USE1�./ At` �,` O ..... 5 Ian,« fd.,-.`,. .. ., ' .! :t.. �, ., ,kt.`�' ,. ...•,n •b....'� t r,' '�". �dR r.� .i^fx A,n 4:i'. �•�;,ti -• 1 UNLAWFUL r .� � � �k�`'. .�,.�,a�w�ti. ,.max. �.x. �•->:,,�s�x .�;I: -.�;g:�y� ..�:OLDTONN ZS NUL i ' -R-7CRE: �o - - - i - -� :' SOUTHOLD t►: 'LANNINGBOARD,„„,: WITHOUT E€ T���' ` `. ';' I SPACE ® ..L,: _ SGS LDT3WNTRIUSItt` OCC {'dDtJ�A. 1 , Q rr'' F'�.d1 I 't1 . ;1 I 2" CONCRE E SLAB 615`96 COMPACTED 7 L, . Fr p ;'; OVER 6 MIL PVC. SOIL---\ - F;.. #4 REBAR ® 12"0/C. 0 VAPOR A RIER ,` ' , VERTICAL MATCH PEPIN i �� G- .i. ROOF 4" VENT STACK TF-IRU ROOF ' I OF EXISTING FOUNDATION 0 E {,%1i: \ I 1 AND FOOTING � �, `9 5-8 / 3-I1 / 4I ! -q • 5" `" ' . 00 1 : x:F EXIST. HDR. 0 EXIST. HDR. -i - - I - - - -( - -I- - - CLOSE UP y 1 _ : EXISTING PROVIDE ACCESS p X I4° I%2I" 4" 111/211 I I%2" I%2" _ ' , .r, ';: �\ X`',. FRAMED OPENIN65 STRAPPING DETAIL Ii"l 1 LAV I LAV. LAV. Ili WINDOW TO CRAWL SPACE 0 11 �11 1 N = �Y ": - - `: ` NG WG 1 2 ' � � '•. < P 211 2ND FL. I #4 REBAR @ 12 O/G `� i b ,;,., �r.i;,, t'„?,..,,>,,,,",=~.:q .{ IDE SHOWER ;• �' VERI IGAL MATCH �_ r I fq, - ' H ! 1 ' UB \r` I I'�' DEP7H OF EXI5TING O �- - - - IE-(2)2x12 1 ' � _ X 1 - 1. tl mr t r*:r'� r� ' "•a �- �1 £:'r TREATED }' V " I' U- _ I's' 0, . '. a.,YY<;• .;I .k,f,• s , S I IV.ATED , ` r� r - " r FOUNDATION AND _ <. ^w r�w��, lF,r .:��. .,�Lr ... ,; -{ ! 211 4 2" 411 211 211 211 2 FOOTING L_ gyp, % - - - STRINGERS I .l G.O. I o. \' m - 1 N #4 REBAR VERTICAL 1,1 I 1 4 4 �/ 4 • �1 �� 21 -8 4 ;':# is I MATCH DEPTH OF 0 ' '' �i " \ "'` EXISTING FOUNDATION __I I ''' _ • �' RETAIN STORM WATER RUNOFF I'-O' J, ;A ..,3� pa ANIS FOOTING A t!) w;'y O •�� (- 1211 I% " 11/211 'I 1. ; 1-1 I/2 I 2 1 „ 4" I PURSUANT TO CHAPTER 236 61-2" 81-211 7,_011 I - t 13" Q 2p'-811 8 m 1, 5 ,, ,y, 112 LAV. 1 �� G520 WITH EQUAL 4" G.I. HOUSE TRAP DM W I WG OF THE TOWN GORE. I Ii I \ I t. *f NUMBER OF ► H ./... \ O E/ I XIST. (3)2x8 GIRDER 0 I EXISTING CONCRETE I ;,, SPECIFIED NAILS r 1ST FL. 7 FOUNDATION WALLS R,�' IN EACH END I I EX15T. STEEL COLUMN ; 43 TO BE REMOVED-----� Ne; I a TO SANITARY 6.0 G.O. 2"2" 2 2" 4" 2" CELLAR -TYP. OF 3 • I I I SYSTEM �' ° PLUMBER CERTIFICATION ,, °° V / / / ' I I G'O' ON LEAD CONTENT BEFORE EXISTING 1:., N ar �, a 4 2 RE 1 ° 4 4" 4" __ _ CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER Q H.W.S.D. p '4':''.1::11'''''''•'''' '` .r 4 CONCRETE SLAB t„ ° "I _t. +G.M. z W/ 6x6 #10/10 WWM ON ' ; O - O I ,�a I ° � �� �� SUPPLY SYSTEM ER- STEM CANII 07 4 MIL PVG ON g59b ° � EXCEED 2/10 OF 1% LEAD. -:r) ® N >.� I \6 IS SIA L -j - #4 REBAR 12"O/G ; I COMP GLEAN FILL ,'; -1-'3 ►� w VERTICAL MATCH ;1+:. _ DEPTH OF EXISTING :';•, ` ,, N.T.S. PLUR�"�311VG PLUMING N FOUNDATION AND •' v. FOOTINGI �' ••i* &LL WATERLINES NAEED .'; ISTE ', •VESTING BEFORE COVERING J L ( , HEADER STRAPS AT EACH END OF OPENINGS Vc Iy I '!•�; TOTAL NUMBER OF IOdA" NAILS FOR THE 0520 COIL STRAP ' - u ♦ y} _ �� sI 90 MPH WIND 100 MPH WIND 110 MPH WIND date. pp, O O \ 5, + i n S.tti# pt. I T. Q, Ze) .al s Sr 's.k`, rtj ,\ ,fie^ , OPENING( TJ - / 08-8-12 �X _ I 'ti ° Vl11iTH OF WOOD SPECIES WOOD SPECIES WOOD SPECIES ¢PROPOSED RESIDENCE� /�F O R ' \ r ( 'r i��•ya,eit, � HDR. „ '" "*` �' '"; I r'� I F SOUTHERN PINE/ SPRUCE- SOUTHERN PINE/ SPRUCE- SOUTHERN PINE/ SPRUCE- MR. 4 MPJ. TOM IJRAGE " ., DOUGLAS FIR PINE FIR DOUGLAS FIR PINE FIR DOUGLAS FIR PINE FIR �/'1 r o I d E• O e bh ci yv " i 1= .�. �I - _ ,%.4;,!4,'} " ",y., ..-..,-..�.m". .,. .......- . .�....,,.,w.,_...,,..:,,,...,«..,,..,,_-.,...,�..�"" a i'#tet tai f -- L/I I ^'r!." J,.r" -'•w,,.h I „ N ,, r. ,;;1 , _ drown. ,,,,,,,, . "t„• r \ 34 4 6 6 6 8 8 ',•A \ . . � , .,; ,. _ ILEO ,��� �� � wn by 6 6 8 8 10 12 �� 6 8 10 10 8 14 16 1 .$ r Architect � �. ______4',-;27, _ 1 2'-6°I q'-I0' 10'64 11_61 _ - I / KENNE'1 IS ROAD - ,;``: ,`fit DIANA GOMEZ O 6'-o" 161 0" 3' 011 _ /� �� a 10 12 14 I6 IS 22 �� • 363 North 1Ne l l wood Avenue 9 IFI(2 STRAPS) IO(x2) 12(x2) 14(x2) Ib(x2) 18(x2) 22(x2) SOUTHOLD,D N.Y. ; CIEit-. O " ;,. k''' ''''441 ''d:; 1 Lindenhurst, N.Y. 11-157 We job no: I' I 'f,'' I. IF THE DEPTH OF THE HEADER IS NOT SUFFICIENT TO INSTALL ALL SPECIFIED NAILS IN A S.G.T."(. No. 1000-5G-07-IO 631-226-3 08 ,n2;, + 02II-3�-P- 1 1 I- , I SINGLE STRAP,USE TWO STRAPS WITH Y2' THE NUMBER OF SPECIFIED NAILS IN EACH STRAPFAX 226-3OS& d _= WHERE TWO STRAPS ARE SPECIFIED AND THE DEPTH OF THE HEADER IS NOT SUFFICIENT, HEGARGH©YAHOO.COML USE THREE STRAPS WITH % THE NUMBER OF SPECIFIED NAILS IN EACH STRAP. / dW no: FLOOR PLANS 4 PLUMBING RISER g SCALE 4" = I '-011 2 OF 5 RIDGE VENT I 2xI2 RIDGE 2x4 G.T. @16"0/G .v� 2x8 G.J. O 16"O/G FIBERGLASS SHINGLES OVER 30# FELT 12 'L" PLYWOOD 2x10 R.R. 016" 0/G 7 2xI2 G.J. 016"0/G IA R-30 INSUL. 12 �i/tt/tt11t11t1111111tIttt11tt111titt/t'�tIt111it/tt/tit I���t Q -ok Gi11/11111111111/1111111111/111111111/1/1/11111111111111/1/x. �� -1 24 ��4100 ^ �j - ICE SHIELD -AS PER THE _1 ��� -'7 1�..0 RESIDENTIAL CODE OF NEN 1-1-1 'iI,I, YORK STATE SECTION Ra05.2.7.1 z I , ,r ��►�� Y2" SHEETROGK - TAPE, ;��'14:110. �► PROVIDE ALUMINUM Z 4 FIBERGLASS SHINGLES dLSPACKLEPs `�!f , ��. 111 FELT1X6 FASCIA OVER 30# 7 Q I`II PLYWOOD HURRICANE STRAPS 21-0�I 2x6 R.R. @16" 0/G .7S) 2x8 G.J. X16"O/G VENTED VINYL SOFFIT Q tY .` - `� 36"H cv DOUBLE 2X4 TOP PLATE . , . ai�'�;�I=3' RAILINGS-) - _ _ r: = 2x4 STUD HALLS 16"O/G BEDROOM o \ � STUCCO — ti :� I ii 1" PLYWOOD CO PROVIDE r. I 30# FELT FLASHING =; s R-13 INSULATION p /411 PLYWOOD ' STUCCO FINISH STUCCO FINISH !ti 2ND. FIN. FL. ;; m f/ei_______._:__,_ v 12 ,i I2 ci _ rr 16x40 c t t Nr - Alli,i, ii ��_p �.-172--/ /r : ' I I� (2)13/4"x '211 M.L. IIS/SII TJI 560 a 12" 0/G• VENTED VINYL SOFFIT A BRIDGE @ ) POINTS DOUBLE 2X4 TOP PLATE 3'-0" _7L STAIRCASE BEYOND 2x4 STUD HALLS @ 16110/C — 12"4, F.G. TAPERED _ <I TO-FEN `'' %2" PLYWOOD (NOT SHOWN FOR p COLUMN WITH SIDELIGHT FOYR CLARITY) 30ff FELT —N N / STUCCO SQUARE GAP AND _ • -TYPR-13 INSULATION � BASE OF 2 3/4" PLYWOOD 2x6 F.J. ©16"0/G STUCCO FINISH . - - CONCRETE STOOP I R-21 INSUL. •• 2x6 ACO SILL PLATE OVER IST. FIN. FL. SILL SEAL TERMITE SHIELD ' r 1t�'ttttt't'�ttt't�t�ts• ANCHOR BOLT ,,;iv 111.111.114./EXIST-1.1.11.1./4.1.144.1.1A.1.1.1.1.�.1.11.I.A.1.1.1.1.1.11.11.1.1.11//1 .1./11.1./111.1.1.1.1.1.ILLI.LA./.1. 1.1.1.11.1. I.�.1.1111 1 GRADE x8 GIRDER • 2x8 F.J. MI6"O/G 61.-0" O G R DE 32 III GRADE 8" CONCRETE 1T I 4f'' EXISTING rte- PAGE •. p:1 I z FOUNDATION HALL - I _ 8" CONCRETE r'aB 4. 4 ,V+24, 1ic o ' m CELLAR — FOUNDATION HALL--)1;',?, EXISTING ..c) >- ':x: 8"x16" CONCRETE w FOOTING W/ 2x4 KEYWAY EXISTING CONCRETE SLAB ( EXISTING CONCRETE STEP DOWN FOOTING I __.. -4,, AYR FOUNDATION WALL TO MATCH DEPTH OF L_ _ _ BSMT. FIN. FL. EXISTING — 5 AND FOOTINGS STEP DOWN FOOTING TO U U U MATCH DEPTH OF EXISTING __, , , # N 7_ A 5 =,_______ S0 A ____,... , , / 5_______,_ ci, N A , .„:.7.: SCALE 14" = I'-0" SCALE 14" = I '-O" • RIDGE VENT. • 12 ( ! 12 V12 STUCCO. 1 --...''...."'"."'" """"'---7 • : . 12 • 14 (2 mow 16�/ I2 • • . . i 0 II y RROVI;D .. • 2i p" /r. I 2'-01, 2ND. FIN. FL. �` . • © © © OI � � OI OI OI - 12 -pn '• STUCCO \ 12"(1) F.G. TAPERED �� �. •• �1) ' FLA PROVIDE D G I \ / • COLUMN -TYP OF 2 \� ►1 �I PROVIDESTUGGo . .. ST000.O FLASHING IST. FIN. FL. 2ND. FIN. FL .. ,. ... ., ., .,_... . . .w ., 12 L_. — — — — — --\— —\4"---- L_ --3 ieW5 . --7 ----' -- ---VA ' ON A ,_ 5 ) • • STUCCO .... r • 1ST. FIN. FL. • . . . _ O D R`SIDENGF FOR 08-8-12 MR. 4 MRS. TOM 4 &RAGE Harold ld E. Gelohord .- ,.: Q z...._ ��� PINELLO �,���-G �,� drawn by: . .._.. ri .d..._ _ -,m), KF�iNFrG�ilteG r r.�. �4 DIANA C�OMEZ Y 5 ROAD _ VA _ SOUTHOLD N.Y. 3C 3 North Weilwood Avenue _ * k A w.,_ EIN t/ Lj H Lin 631h 226 3 08757 job n020 S.G.T. . No. (000-5G-O-1-10 II-03 -P FAX 226-3088219 ; SCALE r4" = I '-O" ELEVATIONS SECTION r+F6ARG�tarA�+oo.GOM g ��-�� dw no:_, OF 3 �p iNO_T! , ' G I I CATIONS 5 DATA I L5 (UPDATED 02-OS-I u _ COMPONENT CLADDING PRESSURE ZONES- 301.2(S) I. THE DESIGN COMPLIES WITH THE RESIDENTIALOENERAL NOTESORK STATE 2010PLUMBING NOTES --- • (a= 4'-O" IN ALL GASES) 4 a a ora a a EDITION AND I. PLUMBING TO CONFIRM TO STATE AND LOCAL GODES. REFERENCED STANDARD WFGM 20012. PROVIDE SHUT OFF VALVES ON ALL SUPPLY LINES AT ALL FIXTURES. III 2. THESE DRAWINGS DO NOT INCLUDE COMPONENTS NECESSARY FOR CONSTRUCTION SAFETY. 3. INSULATE ALL SUPPLY LINES. PRovlDEALuM. C? -- ©--Q �Q-©-QO-©-Q �C +o' CONTRACTORS ARE SOLELY RESPONSIBLE FOR SUCH COMPONENTS. I2 0��--© - o o �__ ©___�. 3. BUILDER TO OBTAIN CERTIFICATE OF OCCUPANCY(CO.). 4. PROVIDE FROST PROOF HOSE BIBS A5 PER PLAN MINIMUM 2 PER NEW RESIDENCE. 5. ALL FIXTURES TO BE AMERICAN STANDARD,KOHLER OR APPROVED EQUAL, STEP FLASHING O 4. BUILDER TO CARRY WORKMAN'S COMP.INS. IN AMOUNTS A5 REQUIRED BY LAW. �' Y CONTRACTOR. , ^�\ Ep�v �,^ 5. ALL WORK SHALL BE FULLY GUARANTEED FOR ONE YEAR AFTER G.O. 15 ISSUED. 6. PIPFUING PENETRATIONS TISHED 4 DHBROU6H FIRE RATED WALL OR FLOOR ASSEMBLIES ARE TO H :: : I2 p �, 6. OWNER TO BE RESPONSIBLE FOR FINAL SURVEY AND COSTS A5 REQUIRED BY BUILDING DEPARTMENT. COMPLY w/8311.3.1 7. ARCHITECT HAS NOT BEEN RETAINED FOR ANY FIELD SUPERVISION OR INSPECTION. 1. WATER 4 DRAINAGE PLUMBING 15 TO BE INSTALLED IN ACCORDANCE w/SECT.P2603. FIBERGLASS SHINGLES SfiUGGO 14 I ie)h 1 ( 8. DRAWINGS ARE NOT TO BE SCALED BY CONTRACTOR.ANY DISCREPANCIES ON DRAWINGS ARE TO BE WOOD FRAME DRILLING d NOTCHING ARE TO BE IN ACCORDANCETO w/ ACCORDANCE PIPE I� ©I 8 I © O Q © • Al BROUGHT TO ARCHITECTS ATTENTION IMMEDIATELY PRIOR TO CONSTRUCTION. 4 0 1 I © IQ ©© Q © Q rr Q 4. THIS ARCHITECT HAS BEEN RETAINED FOR WORK SHOWN ON THIS DRAWING ONLY. ARCHITECT IS NOT PROTECTION AGAINST PHYSICAL DAMAGE 4 CORROSION I BE IN D ASSEMBLIES S O • SQ I 0 © ©© © RESPONSIBLE FOR OTHER ALTERATIONS AND CONDITIONS P2603.2•I 4 P2603.3.SEE 4 d P2603.5 FOR PIPES IN FIRE RATED ASSEMBLIES /-\ q ) l AND THROUGH FOOTINGS/FOUNDATION WALLS. PROVIDE 12 ,� I I Or �� FIRE/ SMOKE DETECTION 8. PIPE PENETRATIONS THROUGH FOUNDATION WALLS ARE TO BE COVERED w/A SLEEVE 2 • PROVIDE 5 (r PIPE SIZES GREATER THAN THE PIPE PASSING THROUGH IT,IN ACCORDANCE w/P26035. FLASHING \ " FLASHING q. PIPE SUPPORTS ARE TO COMPLY w/SECT.P2605. TABLE I h ' �, �� ---e _ - __ - - _ i IO I. INSTALL SMOKE d CARBON MONOXIDE DETECTORS AS SHOWN ON PLAN. PIPE 15 NOT TO BE USED.PIPE MATERIALS ARE TO COMPLY w/SECTB. .P2608.EXCEPTLIES, LEAD 2 I 14 ; P 4�0 © © Q 4�Q © ,)©'-©-Q Q `--©--' 2.SINGLE d MULTIPLE STATION SMOKE ALARMS ARE ALSO TO BE INSTALLED IN CELLAR AND SHALL BE LINTERCONNECTED SO THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL ALARMS,IN ACCORDANCE a Ill HALLS GABLE ROOFS GABLE ROOFS HIP ROOFS w/R313.1 POWER SOURCE FOR SMOKE ALARM SYSTEM 15 TO COMPLY w/8313.1.2. SITE NOTES (8 S 10°) (10° <_B_5 45°) (ID° <_8 S 30°) 3•CARBON MONOXIDE ALARMS SHALL BE PROVIDED WITHIN EACH DWELLING UNIT ON EACH STORY CONTAINING A SLEEPING AREA WITHIN 15 FEET OF THE SLEEPING AREA,PROVIDE MORE THAN ONE CARBON I. PITCH GRADE AWAY FROM BUILDING. 1- 111111161,- MONOXIDE ALARM IF NECESSARY.THE CARBON MONOXIDE ALARM 15 TO BE LISTED 4 LABELED AS 2. PROVIDE DRY WELLS AS REQUIRED. ' ) AlF"Alikak PROVIDE ALUM. '` COMPLYING w/UL 2034 OR CAWCSA 6.Iq,AND 15 TO BE INSTALLED AND MAINTAINED IN ACCORDANCE w/ 3. ALL TREES WITHIN 15'OF CONSTRUCTION TO BE PROTECTED. V 0 = 8d NAILS s 6'o/c 8 9 A MANUFACTURERS INSTRUCTIONS AND THE RESIDENTIAL CODE OF N.Y.STATE 8314.4. 4. ANY LANDSCAPING DAMAGED BY CONSTRUCTION OPERATION SHALL I-I-I STEP FLASHING = Q2 = IOd NAILS®6"o% h BE REPLACED. AS REQUIRED. "o/c (9 S 10°) (10° S 0 S 45°) h (10° 5 0 S 30°) h ELECTRICAL NOTES 5. ALL CURBS,SIDEWALKS,ETC.DAMAGED SHALL BE REPLACED. 0 Anmm•muwAmW Mak Aik Am 5 K5 p o IOd NAILS®bEXCAVATION NOTES 12'^O° w/PL400 CONSTRUCTION ADHESIVE �� I. ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE AND LOCAL UTILITY CO. 1,21-0" +�2-O • • �,-O° (NOTE. a= 4'-0" IN ALL CASES) 2. ON NEW WORK BASE BID ON 200 AMP SERVICE. I. EXCAVATION CONTRACTOR TO EXCAVATE TRUE TO LINES AND GRADES • 11100A (2� 1 �' b- 1 3. ALL MIRING TO BE MIN.14 A . DOWN TO SPECIFIED LEVELS. O /\ O 2Q .. .. . . 0 / 0 /\ 0 \ 0• © _ 4. CONVENIENCE OUTLETS TO BE 18° R.F.F.,UNLESS NOTED OTHERWISE. 2. RLL TOP 501E TO BE STOCK PILED FOR FUTURE USE.ALL EXCAVATED GOOD 5. PROVIDE GROUND FAULT INTERRPPTER OUTLETS A5 PER CODE. MATERIAL NEEDED FOR BACK FILL,TO BE STOCK PILED SEPARATELY,NOT NEEDED '+� 6. ELECTRICAL CONTRACTOR TO PROVIDE HOOKUPS FOR HEATING AND AIR CONDITIONING SYSTEMS. MATERIAL AND UNACCEPTABLE MATERIAL TO BE LEGALLY REMOVED FROM SITE. > . NOTE: ALL MECHANICAL CONNECTORS SHOWN IN DETAILS ARE MANUFACTURED 7. ELECTRICAL CONDUCTOR PENETRATIONS THROUGH BUILDING STRUCTURAL COMPONENTS MUST 3. BACK FILL SHALL BE PLACED IN 12"LIFTS 4 COMPACTED TO g5A5 OF CRICKET .� Q - COMPLY w/SECT. E3302. MODIFIED• Y USP STRUCTURAL CONNECTORS OR EQUAL, UNLESS NOTED 8 PROVIDE MAINTE D PIED PROCTOR DENSITY. `� C MANGE G _ LEARANCE A ROUND CIRCUIT 80X,BOILER,ETC.SEE SECT.E3305. b� ��C *�� _A g. ELEGTRIGAL GONIRAGTOR TD COORDINATE WITH OTHER TRADES. REINFORGIN6 NOTES , . yr 41-0" A, r RAFTERS TO RIDGE GONNEGTION FLOOR TO FLOOR GONt�GTION OPTION 'A' PROVIDE , (2 • L.5266 675 lbs.UPLIFT �� DESIGN LOADS I. ALL REINFORCING BARS TO BE OF THE DIAMETER SHOWN DEFORMED 1\ OPTIONAL NAILS / INTERMEDIATE GRADE NEN BILLET STEEL CONFORMING TO ASTM A STUCCO �� / DESIGN LOADS ARE IN GOMPLIANGE w!SECTIONS 8301.5,8301.6E 301.7 615 GRADE 60 HAVING A DESIGN STRENGTH OF 60,000 PSI. I FLASHING I PROVIDE iMU26 640 lbs.UPLIFT (WOOD SHRINKAGE END LENGTH ROOF LOADS: ALLOWABLE DEFLECTIONS COMPLY W/SECTION 8301.7 2. TYPICAL COVER FOR ALL REINFORCING BARS BE THREE(3) INCHES • FLASHINGMAY OCCUR AND 12" TY• • I4 . . STUCCO REFERENCE 3.4B CAUSE STRAP TO SNOW LOAD 45 PSF-TABLE R301.2(5) RESIDENTIAL CODE OF N.Y.S.(PAGE 31) FOR BARS PLACED AGAINST EARTH AND 2"FOR BARS PLACED 2ND. FIN. FL. - _ , VE41. (ORNAILINGBUCKLE OUTWARD DEAD LOAD - 15 PSFAGAINST FORMS UNLE55 OTHERWISE SHOWN. • _ �I _ ` 8/12 Jr ATTIC LOADS: 3. ALL BARS TO SE CONTINUOUS , UNLESS SPECIFIC LENGTHS ARE SHOWN. STORAGE ALL SPLICES TO BE FORTY(40)BAR DIAMETERS MIN. 1 NON STORAGE ?DO p F-TABLE 4-I ASCE(PAGE IS) 4. WELDED WIRE FABRIC(Why)TO BE b" x 6"SPACES,#10 x #10 GAUGE !_Ulnr .ALL/M. 2 CATHEDRAL GEILIN65 ` O° FLOOR LOADS: TABLE 4-I ASCE(PAGE 13) WHICH SHALL CONSIST OF COLD DRAWN MEMBERS HAVING AN cl AL . STEP FLASHING •• FIBERGLASS SHINGLES- IN ADDITION TO RIDGE LIVE LOAD 40 F" ULTIMATE STRENGTH NOT LESS THAN 70,000 PSI.WWF TO BE PLACED 6i_$u -T `-� , GLE 10 FSf-TABLE 4-1 ASCE(PAGE 13) AS SHOWN ON THE PLAN, DEAD LOAD TRAPPING 12/12 AR SPAN WALL LOADS: 5. ALL REINFORCING TO BE SECURELY FASTENED TO RESIST MOVEMENT ' ■� iii i!'�J •I_,.II ' • NMI F __ y _ DEADLOAD 15 PSF DURING CONCRETE PLACEMENT. - ���� s� ���� i� �� i�® �� --)�` TYPICAL LSTA.5A WIND LOAD: 120 MPH b. WELDED HIRE FABRIC OF EQUIVALENT STEEL AREA MAY BE -��� �� F f ♦ FROM FIGURE 6 Ic ASCE(PAGE 40) SUBSTITUTED FOR ANY REINFORCING BAR GRID. 3'-0" -• Apo o OE ®�-. !1� _ � -STONE_ �- ~- �� �-_ ` LSTA24 980 lbs.UPLIFT I • Illt-1 20 GA I'/"x24 FROM FIGURE 8301.2(4) ESIDENTIAL CODE OF N.Y.S.(PAGE 30)+ ��� -��� .�� ��� - 3''O'� UPLIFT: WIND EXPOSURE 'B'CATEGORY• � � - - +®'��o'®T ®Ti___o'- CONCRETE NOTES - _w.�= ■e 11 ^ hI ���• FROM AF d PA WOOD FRAME CONSTRUCTION MANUALI'� ` �' o _ _ \ �- SEISMIC LOAD: CATEGORY GI. ALL CONCRETE TO BE f 'c = 3 O PSI ® 28 DAYS UNLE55 OTHERWISE NOTED. -GONG,�-�_ \ _- Z ®o I I ° END LENGTH FROM FIGURE R301.2(2) RESIDENTIAL CODE OF N.Y.S.(PAGE 28) STEPSTO BE 3,500 F' o 25ODAYS 1_ - �� I I1• I MIN 1 1 m° 12" TYPICAL TIG XP05ED CONCRETE TO BE AIR ENTRAINED ������� \ ° 3. _ -�� ° GLIM n SOIL VALUE ASSUMED AT I TON PER SQ.FT.AT DEPTHS NOTED. 501E CONDITIONS TO BE I ®_ -- �� GEOGRAPHIC DESIGN CRITERIA -�OI.L�I, 2 VERIFIED PRIOR TO GONSTRUGYION.WATER FRONT OR PROPERTIES IN CLOSE PROXIMITY 70 -��e • ire -_ �' __ r I m° SUSHI TO MODERATE BEACH,CANAL,WATER,ETC. TO PROVIDE THIS OFFICE WITH TEST HOLE DATA BY LICENSED ,__ r T DECAY: aiL �1 FLOOR-TO-FLOOR 4 FLOOD HAZARDS ZONE X OR CERTIFIED 501E MECHANIC. Fr = -T �� - 8 TMU26 � I REFERENCE 3.4B TERMITE: 1111101a0.11. = / � /����� _ L526 " FOR NAILING MODERATE TO HEAVY AIR FREEZING INDEX 59q 4. BOTTOM OF EXTERIOR FOOTINGS TO BE 3'-0" MINIMUM BELOW GRADE. - �= INSTALLATION I�16 O/G TERMITE- FROST LINE DEPTH: 36INCHE5 ��' --STONE ��'�� '� TIP LIGHT SLOPE HANGER D HINTER DESIGN TEMP.:- u°F SEISMIC DESIGN CRITERIA GALL FOOTINGS TO REST ON VIRGIN UNDISTURBED SOIL. mini _ _ 5. •i. STEP DOWN A5 -r ���__�'�+-' ,�® ___ __ INSTALLATION g I6" O/G FLOOR TO FLOOR GONhEGTION OPTION 'B' ICE SHIELD:UNDERLAYMENT REQUIRED: -YES 6. TO TWO HORIZONTALLY WHERE REQUIRED. MAXIMUM GS j},g5I1GE FOOTINGS SHALL BE ONE VERTICALLY IST, FIN. FL. �. ��- !•!' -1MI SIZE OF HANGER DETERMINED BY SIZE OF RAFTER TYP. CONNECT'ON FOR TWO Si NAILING SCFtEDULE 120 M.i-. WIND LOAD) 7• WALL FORMS TO REMAIN IN PLACE IN PLACE 3 DAYS MINIMUM. 8. CURE AND SEAL ALL SLABS ON GRADE WITH 2 COATS HORN CLEAR SEAL OR EQUAL. '"-�'-�'�- =�'� +'� - STORY ADPL I GATT ONS FROM WFGM 200) WOOD FRA E CONSTRUCTION MANUAL 9. CONCRETE CO RESIST SHALL PROVIDE ADEQUATE BRACING FOR ALL WALLS AS - - � • -'"""1 AM - ®'�+ FOR QNF 4 TWE) PIMA Y D FI 1 IN6-75 REQUIRED TO RESIST WIND AND GONSTRUGTION LOADS. i� - POST ANCHOR DETAIL MINIMUM SHEAR WALL SEGMENT SIZE JOINT DESCRIPTION NUMBER OF NAILS I NAIL SPACING 10. PROVIDE SAWED OR KEYED AND FORMED CONTROL JOINTS FOR SLABS AND WALKS ON �■ �- ASPECT RATIO: H/L-< 3%z ism ROOF FRAMING GRADE,AT 20'-0'MAXIMUM IN BOTH DIRECTIONS. " "° • M+ •• «�., .,<, .;:... . . "w. , w HALL HT. (H) SEGMENT WIDTH (W) RAFTER TO TOP PLATE(TOE-NAILED) 12"TO 16"SPACING PER RAFTER II. PROVIDE SLEEVES IN FOUNDATION HALLS AS REQUIRED FOR ELECTRIC,PLUMBING �I ��1111111111611111 r 8'-I" 2'-4" (3)8Q COMMON MECHANICAL,ETC. COORDINATE WITH OTHER CONTRACTORS,DRAWINGS,AGENCIES,ETC. 12 4) F.G. TAPERED ■ G'-I 2'_8" 24"SPACING 12, CONCRETE FOUNDATION WALLS TO BE CAST MONOLITHIC.NO HORIZONTAL JOINTS SHALL BE 10'-I' 5.-0., (5)Sd COMMON PLACED IN WALLS. I I COLUMN -TYP OF 2 ! E. / CEILING JOIST TO TOP PLATE(TOE NAILED) 12" TO 16"SPACING PER JOIST 13. ALL EXPOSED CONCRETE SLABS TO RECEIVE ARCHITECTURAL FINISH AND SCORING A5 PER I I I � Qz m l 1 (3)Sd COMMON PLANS AND SPECIFICATIONS. I \ °0 °\ TYPICAL II II 24"SPACING 14. NO CONCRETE OR MASONRY SHALL BE PERFORMED IN TEMPERATURES 40 DEGREES F.OR (5)Sd COMMON LESS. NO CONCRETE SHALL BE CAST ON FROZEN SURFACES. 1 H 2" I ° ° UPHDS INSTALLATION IIII5. NO ADDITIVES SHALL BE PERMITTED WITHOUT WRITTEN PERMISSION FROM ARCHITECT. -A. C HOEDOWN W/ 5/8" I6. ALL FOOTINGS TO BE 8"OR 6' PROJECTION ON EACH SIDE OF FOUNDATION WRLL MIN,(2) I I] II , 4 , R ;dt t'+ 1' ? ° oTHREADED RODII II CEILING JOIST TO PARALLEL RAFTER(PAGE NAILED) SEE TABLE 3.9A SELOVy EACH LAP 4 REBARS CONTINUOUS,UNLE55 OTHERWISE NOTED(SEE PLANS), r• CEILING JOIST LAPS OVER PARTITIONS(PAGE-NAILED) GCC TABLE 3.9A 8EL01� EACH LAPI7. PROVIDE MINIMUM 2"x4"KEY BETWEEN FOOTINGS AND FOUNDATION WALL. Ix ' "` ll COLLAR TIE TO RAFTER(PAGE NAILED) SEE TABLE 3,4 BELOW) PER TIE1. BSMT. FIN. FL. - _ � �� 23/4" BLOCKING TO RAFTER(TOE NAILED) 2-8d EACH END 18. ANCHOR BOLT SIZE AND MAXIMUM SPACING MUST COMPLY WITH TABLES 3.2A,3.28 AND RIM BOARD TO RAFTER(END-NAILED) 2- I6d EACH END 3.26,OF THE WFGM 2001.7"MIN,ANCHOR BOLT EMBEDMENT INTO CONCRETE FOUNDATION PAUL J1 HALLS AND 15"MIN.IN MASONRY BLOCKS,A5 PER TABLES 3.2.1,7.AND 3.2.23.ANCHOR L WALL FRAMING BOLTS MUST BE PROVIDED WITH 3"WASHERS,PER 3.2.2.3,AND ARE TO BE PLACED WITHIN GROSS-SECTION PAU TOP PLATE TO TOP PLATE(PAGE NAILED) 2 I bd' PER FOOT 12"FROM ANY CORNER,AND 6' TO 12"FROM THE END OF EACH PLATE SECTION PER 3.2.1.7. TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-1 bd JOINTS-EACH SIDE I . CRAWL SPACE VENTS,IN ACCORDANCE w/8408.1 ARE TO BE LOCATED WITHIN 3'-0"OF IOd NAILS ALL HOLES STUD TO STUD(FACE-NAILED) EACH CORNER OF THE BUILDING. • _ 2 i bd 24"0/C $111111. 7---"s ---- -_____=--\t/A ,,,,,,77,.. � LEDGER DETAIL HEADER TO HEADER(PAGE NAILED) Ibd 16"0/C ALONG EDGES 20.ALL FOUNDATION WALLS AT BASEMENTS TO RECEIVE BITUMINOUS WATERPROOFING, 4,1), N (N „ TOP OF BOTTOM PLATE TO STUD(END NAILED) 2-1 bd PER 2x4 STUD CARPENTRY NOTES ; _ � cmx4%2" LONG .s._____- .s.„.„ Ailliii N ,. LAG BOLTS 61 iG"O/G 3-1 bd PER 2x6 STUD _ \\ I. ALL WOOD SILLS,BLOCKING,WAILERS,ETC.IN CONTACT WITH MASONRY,CONCRETE OR SOIL 4 (2) AT EACH END 4-1 bd PER 2x8 STUD TO BE PRESSURE TREATED. HURRICANE STRAW' DETAIL Oullio., IOd NAILS ALL HOLES BOTTOM PLATE TO FLOOR J015T,BA?JDJOIST,ENDJOIST 2-I bd" PER FOOT 2. PROVIDE GALVANIZED STEEL TERMITE SHIELD 3 SILL SEALER AROUND ENTIRE PERIMETER. OR BLOCKING(PAGE NAILED) 3. ALL NAILS,BOLTS,JOISTS HANGERS 4 FRAMING GONNEGTORS TO BE HOT DIPPEDSCALE %4" = 11-011 R,T3OFGaLVaNIZED. FLOOR FRAMING 4, ALL JOISTS,RAFTERS,HEADERS 4 GIRDERS SHALL BE DOUG FIR F'b 850 PSI MIN.STUDS TO - PGS Ibs. UPLIFTN JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d PER JOIST BE MIN. HEM FIR Fb 650 PSI. TYPICAL SUH28R BRIDGING TO JOIST(TOE-NAILED) 2-Sd EACH END 5. ALL SHEATHING SHALL BE 1/2" DOUGLAS FIR EXTERIOR GRADE PLYWOOD, NAILED bd, 6" I,�' e 0 DECK JOIST TO BLOCKING TO JOIST(TOE NAILED) 2-Sd EACH END O.C.2 INTERIOR < INTERMEDIATE BLOCKING POINTS. COVERED WITH 15 LB.BUILDING PAPER _ 541 °40f 100 IIY V 5,00 I BLOCKING TO SILL OR TOP PLATE(10E-NAILED) 3-I 6d EACH BLOCK OR CELOTEX INFILTRATION BARRIER PROPERLY TAPED 4 SEALED. �� �. LEGEND/ SYMBOL , LEDGER INSTALL. LEDGER STRIP TO BEAM(FACE-NAILED) 3 i bd EACH JOIST S. ALL SUB FLOORS TO SE 3/4'PLYWOOD NAILED WITH TWIST NAILS®6"O.G. NCI- REFERENCE 3.4B , fillili- G_1 I6" OCG BAND JOIST LEDGERJOIST ON JOIST(END-NAILED) II.ED) 3-Bd PER JOIST 7. ALL WALL CORNERS TO BE MIN.3 STUDS NAILED I6d - 12'O.C. FOR NAILING II3 I bd PER JOIST S. HEADERS,TRIMMERS 4 JOISTS UNDER PARTITIONS TO EIE DOUBLED BLOCK BETWEEN JOISTS A BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-I bd' PER FOOT UNDER PARTITIONS. BLOCK STUD WALLS O 1/2 STORY HEIGHTS 4 AT UNSUPPORTED EDGES m EXISTING TO REMAIN Cj -SWITCH 1il; o STUD TO FOUNDATION CONNECTION ROOF SHEATHING OF PLYWOOD. ° �'-� STRUCTURAL PANELS 9. ALL CAP PLATES TO BE DOUBLED 4 NAILED WITH I6d, 12"O.G.LAP CAP PLATES AT Sd (SEE TABLE 3.10) CORNER. - - _ EXISTING TO BE REMOVED SDSIMD- DIMMER SNITCH TYPICAL RTI6T41oDIAGONAL BOARD SHEATHING PSON MST21 20 GA. METAL STRAP, i _ 10. HEADERS OVER DOORS AND WINDOWS UP TO 3'-0"WIDE TO BE(2)2x6 FOR OPENINGS 3'-0" -NEW 4"OR 6" WOOD STUD, I6" O.G,PARTITION ° i"xb"or I"xS" 12" MIN. ON STUD SURFACE N 2-8d PER SUPPORT TO 5'-0"U5E(2)2x5,UNLESS OTHERWISE NOTED. WITH!" GYPSUM WALLBOARD,BOTH SIDES j5- THREE WAY SWITCH 1RUSS/ RAFTER TO DOUBLE °0 R -____\.,._ I"xl0"or HIDER 3-55d PER SUPPORT II. FOR HEADERS OVER 5'-0"LONG USE DOUBLE JACK STUDS, UNLESS OTHERWISE NOTED. PLATE INSTALLATION 16"o/c o CEILING SHEATHING - TYPIGAL LSTA36 12. MIN.BEARING FOR JOISTS,BEAMS 4 STUDS TO BE SI". f GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD 13. PROVIDE SOLID BRIDGING MAX.8'-0"OL.IN ALL FLOOR CONSTRUCTION, "«'i''i: >•:::i- CAST-IN PLACE CONCRETE JUNCTION BOX IN CEILING - (OR EQUIVALENT) NALL SHEATHING -14. PROVIDE COLLAR BEAMS AT RAFTERS AS PER STATE 4 LOCAL GODES.(16"o/c,0 4'-5" �7IRDER TO CONCRETE PIER DETAIL REFERENCE 3.4B ABOVE ATTIC FLOOR) ! STRUCTURAL PANELS "� "^^^" 5/S' TYPE 'X' FIRED RATED SHEETROGK H.W,S.D.QFOR NAILING FIBERBOARD PANELS 8d (SEE TABLE 3.11) 5. ROOF FRAMING IS DESIGNED IN ACCORDANCE w/THE PROVISIONS OF CH.3 OF THE W.FG.M. " - -HARD HIRED SMOKE DETECTOR ` 3,6"O x 3 " LONG LAG BOLTS WRAP 4 NAIL STRAP AROUND 7/I6" 2001 EDITION. SILL R ®I6" 0/C/EACH STUD 4;;n ;• bd 3"EDGE/b'FIELD 16. PARALLAM,MICROLLAM OR WOOD STRUCTURAL MEMBERS TO BE AS MANUFACTURED BY TJI r <yr 25/32" Sd 3"EDGE/b`FIELD CORP.OR APPROVED EQUAL. r Z H.W 5 D.Q -HARD WIRED SMOKE DETECTOR SILL ANCHOR BOLT/EACH ST G !i':}' ' „ r+Y•• I7. MATERIAL FOR STRUCTURAL MEMBERS 15 TO BE IDENTIFIED IN ACCORDANGEv/RS02.1 LA Ndi) + G.M. 4 CARBON MONOXIDE DETECTOR COMBO #'.�;�: r" GYPSUM WALLBOARD LSTA36- 1,305 Ibs.UPLIFT s 5d COOLERS 7"EDGE/10"FIELD MATERIAL FOR LOAD BRC.STUDS,PLATES,AND HEADERS ARE TO BE IDENTIFIED IN - DUPLEX RECEPTACLE 6 y ' HARDBOARD 8d (SEE TABLE 3.11) ACCORDANCE w/5602.1. / 18 GA.1%a'x36° aw x PARTICLEBOARD PANELS gd X °'' ABLE 3.IU 18. STRUCTURAL FLOOR MEMBERS ARE NOT TO BE GU E.F. -EXHAUST FAN(50 CFM MIN) R „' Si'��� ANCHOR BOLT DETAIL DIAGONAL iBOAROD SHEATHING T,BORED,AND NOTCHED IN EXCESS OF THE U.) LIMITATIONS SPECIFIED IN FIG.8502.8.CUTS,NOTCHES,AND HOLES BORED IN ENGINEERED GFI ' DUPLEX RECEPTACLE W/GROUND ���, 2-861 PER SUPPORT HOOD PRODUCTS ARE NOT PERMITTED UNLESS THE EFFECTS OF SUCH PENETRATIONS ARE FAULT INTERUPTER )'' TYPICAL UPHDS INSTALLATION I"x10"or WIDER -ELECTRIC. GARAGE DOOR OPENER �I 4 G 5-5d PER SUPPORT SPECIFICALLY CONSIDERED IN THE DESIGN OF THE MEMBER, IN ACCORDANCE w/85028.2. I )Wm ► FLOOR SHEATHING STUD DRILLING 4 NOTCHING ARE ALSO TO COMPLY w/R6O2.6.(SEE DETAIL) H `' 'Wit" ANCHOR BOLT-TO-PLATE SIH (URAL NANtLS 9. IN ACCORDANCE w/SECTION 8312.2,REQUIRED GUARDS FOR HANDRAILS ARE TO HAVE W ty ANDERSENWINDOW SCHEDULE I"OR LE55Sd6:,EDGE/12"FIELDGAPS THAT DO NOT ALLOW PASSAGE OF A 4"O SPHERE -TO-STUD CONNECTIONA GREATER THAN I" 20.STAIR TREADS SHALL BE I Y4"THICK CLEAR OAK,UNLE55 NOTED.IOd b"EDGE/b"FIELD' � �2�' DIAGONAL BOARD SHEATHING 21. INTERIOR TRIM SHALL BE CLEAR MATERIAL UNLE55 OTHERWISE NOTED. ? SHEAR WALLS ONLY- I"xb"or I"x8" 2 BdPER SUPPORT22•WALL 4 GEILIN6 FINISHES ARE TO HAVE A FLAME SPREAD CLASSIFICATION NO GDESIGNATION UNIT NUMBER EGRESS CLEAR LIGHT GLA55 VENTILATION OVERALL UNIT • THAN 200 IN AGGORDANGE T BEATER 4 t firr �1 • (SLAB GRADE,ETG �/ �► I"xl0"or HIDER 3-Sd PER SUPPORT w/5315.1, 4 A SMOKE DEVELOPED INDEX NOT GREATER THAN OPENING SQ. FT. SQ. FT. SQ. FT, AREA SQ. FT. E UPLIFT NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b"ON CENTER AT THE PANEL EDGE. ILI450,IN ACCORDANCE w/83152.TESTING METHODS MUST COMPLY w/8315.3 1 8315.4. ITO' • (8)WS3 WOOD SCREWS p IF WALL SHEATHING 15 NAILED 3' ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEER CAPACITIES, 23.ALL CLOSET SHELVE-5 TO BE CLEAR PINE UN PROPOSED 1st. FL. �'ii❖iii•��� 414C411\1/704. 13.0' 1:" 1", •iii i i iii i i**A•••••i•i•i•i•i•i••i•i•• ••4 /- I GW 14 (O•�j 2 (O 6 �:. ; �� NAILING REQUIREMENTS FOR STRUGURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE GONE 24. PROVIDE tY" L OTHERWISE NOTED' a FOR CORNERS 4 ,, ,,, ACONNECTORS,SUCH 4 WOOD CLOTHES ROD IN ALL CLOSETS. OPENINGS 6 O"OR GREATER ;`i ? ,ar,G. AS SHEAR PLATES,SHALL BE USED TO MAINTAIN IN THELOAD PATH. 25.CERAMIC TILE SURFACES d INSTALLATION EXPANSION •-••••••••••••••• •••••••••••••••••••••••••••••••••••••••• �'SRODIN ARE TO COMPLY w/R702.4,OTHER FINISHES .............................. I > 4.0 IYPIGAL SHAG UPLIFT ,„� .; ;•;-.; :. WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS A COMPLY I E5 TO 2.5 0,8 ® DENOTES LOCATION ON L SHALL w/8102.5, 4 8702.6. ••••••••♦•••1••••♦••••••••••• 2 A2Il,.,p,:••,r„.I,,:" ' ' BE PERMITTED TO BE REDUCED TO I•Ibd NAIL. PER FOOT. 564.86 S.F. ♦••�•40••,4 451•••�•••� *25•,'Nov$••••••••••5 `•••••••••• 5.2 4.8 FOUNDATION PLAN I v I ;t 1 , TABLE 3.'1A RAFTER/CEILING JOIST HEEL.JOINT CONNECTION ROOFING / SIDING NOTES • 'Oiiiiiiii 3 G W 13 �:•: :•••••.• • 7.1 CONNECTION INSTALLATION 5/8°m ANCHOR BOLT®36"0/G TABLE 3bA RIDGE TENSION STRAP REQUIREMENTS FOR 30 PSF d 50 PSF ROOF LIVE LOAD 44.4.4.40 4 GXW 145 I O.O I O,S �f.4 13.2 CONNECTION REQUIREMENTS ►•i i i i i i•i•i•i• GA.114"x36" I. ROOF COVERING MATERIALS ARE TO COMPLY w/SECTIONS 5902,Rg04,d 8905 AND •• • •••••••• 0 5 P3045 10,4 BIRDER TO S.S.P.- COLUMNDETAIL 'A' RAFTER RAFTER REQUIRED NUMBER OF I6d ARE TO BE INDENTIFIED ACCORDANCE w/8904.4. ROOF DRAINS ARE TO BE INSTALLED TABLE 3.40 UPLIFT STRAP CONFECTION REQUIREMENTS ROOF ROOF FASTEST WINDSPEED SLOPE SPMNG COMMON NAILS PER HEEL JOINT SPLICE °•*�• IN HALTNCw/8903.4.DRAWINGS AND DETAILS TO BE SUBMITTED. ISTIIaG �••••• m 13 2PITCH SPAN(FTU 120(MPH) )) 57:4, PROPOSED 2nd. FL. m\ SEMN �.::4 In 6 653 5 5 q•2 5.5 14.5 (ROOF-TO-WALL,WALL-TO-WALL,AND WALL-TO-FOUNDATION) (IN.) ROOF SCAN(F-) 2.ASPHALT SHINGLE UNDERLAYMENT IS TO COMPLY w/SECTION 8905.2.3.SELF SEAL K (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.4) 12 24 36 12 24 3(� STRIPS AND FASTENERS ARE TO COMPLY W/Rg05.2.4 4 8905.2.5.DETAILS OF ASPHALT 2, 45 5 F _4.4.4 FWH6068PALR 33.58 21.q 2 33.58 3q.34o(7„----_--, o 12 2 12 4 8 12 6 II 17 SHINGLE ROOFING INSTALLATION ARE TO BE SUBMITTED.FOR ROOF SLOPES OF SP ADDITION DOUBLE UNDERLAYMENT IS REQ'D. IN ACCORDANCE w/8905.2.1.THE REQ'D OF 4,1 UNDERLAYMENT 1,33031 S.F. , ••• O O IS TO CONFORM w/ASTMD226,TYPE I,OR ASTM D4669 TYPE I IN -)•o ••••• / \\ FASTEST MILE WINDSPEED(MHP) Ib 3 IS 5 10 5 S 15 22 X40.4 13.0' • co 100 1 110 120 3`12 20 4 3:12 IP.2 6 12 IS 9 18 27 ACCORDANCE w/8905.2 3 PROPOSED 1st. FL. EXISTING _ \ ••••i LLI \ / 3.FOR ROOF SLOPES,ICE PROTECTION THAT CONSISTS OF AT LEAST 2 LAYERS OF EXPANSION + ►••••• / �_ 'l FRAMING ROOF NUMBER OF&I COMMON NAILS IN EA. 24 4 - 24 8 IS 23 II 22 33 c i!�1!�� •='• • • ►•iP0♦0.00♦O�•i•♦•ilI ', 4, 12 3 6 9 5 q 13 UNDERLAYMENT CEMENTED TOGETHER OR A SELF ADHESIVE POLYMER MODIFIED BITUMEN 20.0 S.F. Q -' < GIRI7LZ TO S.S_P_ COLUMN o O ie" GALVANIZED �. ��� SPACING SPAN END OF I-I/4"x 20 GAGE 5Tk'hP 12 2 16 4 S 12 6 II 17 SHEET 15 TO BE USED d 15 TO EXTEND FROM THE EAVES EDGE TO 24"MIN. INSIDE THE IS 2 4:12EXTERIOR WALL LINE OF THE BUILDING IN ACCORDANCE w/5905.2.7,1 TALLATION ARE TO COMPLY 55/R703.2 GIRDER TOS 5 P COLUMN LAG BOLTS (4) \- 'l' 12 I 2 2 11.2 5 q 14 7 14 20 4.FLASHING MATERIALS ARE TO.BE CORROSION-RESISTANT AND INSTALLED IN PROPOSED FRONT 16 I 2 2 4:12 20 3 24 6 12 II 9 11 25 ACCORDANCE w/81038,8903.2, < 8905.2.8. COVERED ENTRY E.-a,- RIDGE TO WALL CONNECTION 20 2 2 2 24 3 12 3 5 1 4 1 10 5.HOUSE WRAP MATERIAL OR BUILDING FELT 4 IT'S 55.5 S.F. DETAIL �' 12 24 2 3 28 4 lb 3 6 P 5 q 14 b.HEATHER RESISTANT SIDING ATTACHMENT AND MIN.STHICKNESS ARE TO COMPLY w/8703.4 CONTINUOUS HELD 36 2 2 3 3 32 5 _ 5:12 19.2 4 8 II 6 II 16 24 5 q4 5 7 5 20 INSULATION NO'T'ES Di I2 I 2 2 2 12 2 12 3 4 5 3 5 8``� 20 1I 2 2 3 IS 2 lb 3 7 4 10 DOUBLE STUD Ib 24 2 2 3 3 20 2 7'12 19.2 3 8 4 12 I. ALL EXTERIOR WALLS,ROOF 4 FLOORS OVER UNCONDITIONED SPACES 28 2 2 3 4 5:12 24 4 T 10 5 10 15 SHALL BE INSULATED. ALL INSULATION TO BE FIBERGLASS. FOIL FACE _ z RIDGE STANDARD BASE PLATES GAPS 24 3 WITH FOIL ON WARM SIDE. CARE SHOULD BE TAKEN NOT TO TEAR FOIL VAPOR BARRIER. 36 2 3 4 4 28 3 I6 3 3 4 3 4 6 2. ACOUSTICAL INSULATION TO BE PROVIDED IN HALLS,FLOORS AND vt 12 I 2 2 3 32 4 6,12 4 6 5 q CEILING AROUND ALL BATHROOMS AND MECHANICAL ROOMS. 0 TYPICAL SUH28RNIika ��� GIRDER/ POST/ FOOTING CONN. Ib I 2 2 3 ia2 3 _ 36 4 24 3 5 8 4 II 3. PROVIDE PERIMETER INSULATION A5 PER GORE AT ALL FOUNDATION WALLS. 20 2 2 3 4 12 3 3 3 3 3 5 4. R-VALUES ARE SHOWN ON SECTIONS. W - r,/!1 INSTALLATION ` ''' 192 24 2 2 3 4 12 2 12:12 16 3 3 4 3 4 6 5. MOISTURE VAPOR RETARDERS ARE TO BE INSTALLED ON THE WARM -IN- W m 01 I !� I6d NAILS INTO STUDS ALL HOLES 24111 32 22 3 4 5 1162 2 19.2 3 3 5 3 5 7INTER SIDE OF �{ , 1j � IOd NAILS INTO RIDGE ALL HOLES IRDER 36 2 3 4 5 6:12 20 2 24 3 4 5 3 b q INSULATION IN ALL WALLS/FLOORS/ROOFS/CEILINGS IN ACCORDANCE w/SECTION 8318. V 6. INSULATION MATERIAL 15 TO COMPLY w/SECTION 5316.1 AND 15 TO HAVE A FLAME SPREAD ii II REDUCED 2556 IF NAILS ARE L SE ED. INDEX NOT TO EXCEED 25 w/A SMOKE DEVELOPED INDEX NOT TO EXCEED 450.TESTING 0 0 , I 20 2 4 3 4 28 3 2 NAILINS REQU IF NAILS SHALL BE PERMITTED TO BE METHODS MUST COMPLY w/ASTM Eb4 STD.ALL EXPOSED IN CATION ON ATTIC FLOORS 24 24 2 4 4 5 32 3HEEL JOINT COIBY ACTIONS ARE NOT REQUIRED R EN THE RIDGE 15 ARE TO HAVE MIN.CRITICAL RADIANT FLUX OF 0.12 WATT/GM.TESTING TO BE CARRIED rSUPPORTED BY A LOADBEARIN6 WALL,HEADER OR ROSE BEAM. OUT AS PER ASTM EP70 STD.EXTERIOR INSULATING 32 2 4 4 5 35 4 $ WHEN INTERMEDIATE SUPPORT OF THE RAFTER IS PROVIDED BY VERTICALFINISH pijGG SEr�lES COLUMN GAPSYSTEM TO COMPLY w/R703.q. 85(1.12 II I RAFTERS IOd NAILS ALL HOLES 56 3 3 5 6 STRUTSp�PUR1"INS TO A LAADBEARING WALL THE TABULATED FEEL w ZS.S.P. GAPS - KLGG SERIESJO NTGON�EGTION REQUIREIENTS SHALL BE PERMITTED i0 BE WINDOW AND DOOR NOTES - y ' TABULATED UPLIFT REQUIREMENTS ASIE A ROOF/CEILING DEAD LOAD 12 I REDUCED PROPORTIONALLY TO THE DUCTION IN SPAN. OF 5 57:12 4 EQUIVALENT CONNECTIONS ARE REQUIRED FOR CEILING JOIST I6d NAILS ALL HOLES OOD P OST CEILING ASSEMBLY 15 NOT CONNECTED TO THE ASSEMBLY, THRU 20 2 TO CEILING JOIST LAP SPLICES. I. ALL WINDOWS AND SLIDING GLASS DOORS TO BE VINYL GLAD WOOD WITH INSULATED _ di -AU SERIES POST ANCHOR10 PSF(2/3 x 15 PSF).IFA CEILING TO THE ROOF 15 NOT PRESENT OR IF THE Ib 2 , TABULATED HEEL JOINT CONNECTION REGiUIRErENTS DO NOT INCLUDE THE TABULATED NUMIBER OF NAILS SHALL BE INCREASED BY I NAIL ! 12:12 24 2 THE ADDITIONAL HEIGHT OF THE CEILING ASSEMBLY. GLASS,SCREENS 4 LOCKS A5 MANUFACTUREDL TED N�f I O I I�O I IN -75.00' RIDGE STRAP DETAIL R3I0 ESCAPE/ RESCUE OPENINc55 RGIIIRADE EACH F THE DEAD LOAD THE LH 5 PSFD INCREASE BAILST SI('MI BE 28 3 • TABULATED ISL JO NT CONI4EGTION REQUIREMENTS ASSUME CEILING JOISTSSIZES AND . BY ANDERSEN OR APPROVED EQUAL RAFTER TIES ARE LTED AT THE BOTTOM OF THE ATTIC SPACE, OR TYPES A5 INDICATED ON PLANS.UNLESS OTHERWISE NOTED. ENNE '( LOADAFTTTICA2.ALL EXTERIOR DOORS TO BE INSULATED METAL,A5 MANUFACTURED BY BENCHMARK, ' ROAE? WATO LL AND WALL TFOUNDATION GONNEGT10N5,THE TAETED 36 3 NOATTICSTORAGEISADANDTHET, LATEDHEELJOINTNNTION INSTALLATION ® IS" O/G ""''""`' CONCRETE FOOTING NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED BY I NAIL AT EACH END "" REGVIREMBITS SHALL INCREASED BY THE FOLLOWING FACTORS: WEATHER-STRIPPED,LOCKS.UNLESS OTHERWISE NOTED. _ S ! IAN "°•°""'tee ANCHOR BOLT THE SP FOR EACH FULL WALL ABOVE.LSTA24- qSO Ib . UPLIFT 20 CLEAR ' HEEL JOINT COCTION 2.00 1.50 1.33 1.25 1.20 1.11 JAMS AND BUCKS TO BE CLEAR PINE........--.=-- - REFERENCE TABLE 3.6 MINIMUM OPERABLE �' TYPICAL UPLIFT CONNECTION FLOOR TO FLOOR CONNECTION FOR NAILING AREA 5.7 SQ. FT. a. (SEE EXCEPTION) --� 0 (FOR OPENINGS2 (CANTILEVER CONDITIONS) PROPOSED RESIDENCE FOR date: \A N INSTALLATION 08-8-12 PROPERTY AREA: 11,148.00 S.F. SCALE I "=20.0' �\ cy� MINIMUM OPENING �� I�16"o/G INSTALLATION © 16" o/c MR. 4 1"CRS. TOM GRACIE {`�''/, Harold . Gebhard . E-- re, �� HEIGHT 24" TYPICAL LSTA24 TYPICAL KST23-7 �I� L.�O EXISTING RESIDENCE AREA: 886.45 S.F. drawn by: \ OPENABLE/ r -• LSTA24-980 lbs.UPLIFT LSTA24-160 lbs.UPLIFT f z0 PROPOSED IS L. FLOOR EXPANSION AREA: 584.86 S.F. �� ,\ NI OPENING `* \AREA / •• 20 GA.1i4°x24" 20 GA. li'x24• CR �.pl K�NN� IrG�11 �c.s �' R dfT� �( �, 20 / E o Illip , Y 5 ROAD ( + ,- D I ANA GOMEZ PROPOSED 2nd. FLOOR ADDITION ARBA: 1,330.31 S.F. �\ CRIPPLE STUD PROVIDE BLOCKING I 363 North Wellwood Avenue • 5.,54`1\7. 1561 E7. p i 1' SOUTHOI_D, N.Y.w MAXIMUM SILL HEIGHTMINIMUM MINIMUM\ _ Lindenhurst, N,Y. 1157 \\ ' , job no:N. STRAP REFERENCE 3.4B _PROPOSED FRONT COVERED ENTRY: 55.50 S.F. ` OF 44" �� �. FOR NAILING il S.G.T.M. No. IOOO-5q-O7-IO rya 02011-31-P 631-226-3708 MINIMUM SIZE hkNDOW '�- MINIMUM SIZE WINDOW HEADER REFERENCE 3.45 ►�� ,`.max. 4 TOTAL BUILDING AREA: 1,561.33 S.F. AA.' ri` MUST BE OPENABLE FOR 2 CLEAR HEIGHT FOR 24"CLEAR HEIGHT FOR NAILING / 12" MIN./ �.< `^�.- • UPLIFT CONNECTION 15 REQ'D. ® EA. FAX 226-3088 .,; WITHOUT KEYS OR TOOLS • o END 01= HEADER 4 @ BOTTOM OF HEGARGH@YAHOO.GOM 1 OF OCCUPANCY 14.0 % ` � GONDNEGTOR�® HALL 9TU "' 40 ETRAP @ ACH STUD SITE PLAN, ELEVATION NOTES ,._ . dwg no: 1 �' - -- AND DETAILS I OF 5 ' 4 . I I