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Home My WebLink About39368-Z ,,,t, FOt,Ye,Q Town of Southold 5/18/2016 ' `t ' tai P.O.Box1179 . c rt w} 53095 Main Rd 141 1 �� s Southold,New York 11971 -V,, ^ ...ter.... CERTIFICATE OF OCCUPANCY No: 38322 Date: 5/18/2016 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 5950 N Bayview Rd, Southold SCTM#: 473889 Sec/Block/Lot: 79.-2-9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/27/2014 pursuant to which Building Permit No. 39368 dated 11/17/2014 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 FRONT STOOP,REAR STOOP AND ATTACHED GARAGE,AS APPLIED FOR The certificate is issued to Equity Trust Co of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-13-0032 05-12-2016 ELECTRICAL CERTIFICATE NO. 39368 08-31-2015 PLUMBERS CERTIFICATION DATED 09-29-2015' PaulRupp 74ece-*-A4eure -040(,�cTOWN OF SOUTHOLD t), Q �� , �� BUILDING DEPARTMENT } TOWN CLERK'S OFFICE oy 4R. SOUTHOLD, NY -, * ��,d 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#: 39368 Date: 11/17/2014 Permission is hereby granted to: McCarthy, Daniel 605 SW Hurbert St Newport, OR 97365 To: Construction of a new single family dwelling as applied for per SCHD approval. At premises located at: 5950 N Bayview Rd, Southold SCTM # 473889 Sec/Block/Lot# 79.-2-9 Pursuant to application dated 10/27/2014 and approved by the Building Inspector. To expire on 5/18/2016. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,500.00 CO -NEW DWELLING $50.00 Total: $1,550.00 Buildin 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 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. /6,r 7/i New Construction: Old or Pre-existing Building: (check one) Location of Property: 5—gcv - g()Y U i ctz R cL .So I b 0 1 lJ k (ci7I House No. Street I4Iamlet Owner or Owners of Property: YA Suffolk County Tax Map No 1000, Section ! Block c2 Lot 1 a Subdivision Filed Map. Lot: Permit No. /J Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: // (check one) Fee Submitted: $ 6D .6) j1111111111111 / A• : ature ,,,�. ilii Ie'II®4olf S®fly0 . Town Hall Annex �t ® : Telephone(631)765-1802 54375 Main Road z t Fax(631)765-9502 P.O.Box 1179 N i c roper.richert(c�town.southold.ny.us Southold,NY 11971-0959 a0 i/ ®lyc4UNT`I,� .'�� •_... es BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Paul Davey Address: 5950 North Bayview Road City: Southold St: New York Zip: 11971 Building Permit#: 39368 Section: 79 Block: 2 Lot 9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Neubauer Electric LLC License No: 3867-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 Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 200A Heat OIL Duplec Recpt 42 Ceiling Fixtures 11 HID Fixtures Service 3 ph Hot Water ELEC GFCI Recpt 4 Wall Fixtures 5 Smoke Detectors 5 Main Panel 200A NC Condenser 1 Single Recpt Recessed Fixtures 22 CO Detectors 2 Sub Panel A/C Blower 1 Range Recpt 40A Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 1-30/ Emergency Fixtures Time Clocks Disconnect 200A Switches 30 Twist Lock Exit Fixtures TVSS Other Equipment: 5- Paddle Fans, 6- Under Cabinet Lights, 1- Well Pump, 8-ARC Fault Circuit Breakers,2-Heat Lam pNent Fixtures Notes: Inspector Signature: Date: August 31, 2015 Electrical 81 Compliance Form xls if r .,.•, - .--S01,",,--..., ,0-•- le# '-- '.4fAo*-- -• . '° -.1-:` Toyvn:1101-A1pio* .,-1 ,r-,N.,_ 7t,r r;',TleOhone.:(63-1)165-i 54375-Main Road Pix,(01):765,550' P.Q.'.130x.11,79' A -Gr.c •.—:,.. - - - T4c v ithcild;-NY 11971=0555, ,-011-0( xv-i00,•. , , . , •......,• , _,1 itik. li . .., ' 'i3OILDiNq pEpARTmENT R ECIECIVIE D ,,_ TOWN CIV $0,01EliCkt40- . ' . - MAY 17 2016 • •.' , ' lR . , BUILDING DEPT. TOWN OF SOUTHOLD ' . C1E14:17'I.F'I:OA T I .. , • '•:;:, ,-...,,•';‘,,:, '-oi . t .. •,, - ' , ildig TuuR:emii(1o.,4- _, ....:‘, . ,,,,,,,;,),-,•:., ,Q,, .,,,,,,., „ .. .„ . - l'T.11' ''''''--' L •‘,..., , •„,.. ,_ ,,, ,,...V4. Owner: . . -±...1.,i',.....t'i' . _. _. .1;),.,0 zt•_-; - -',,-, ' .,- , •Iii (Please print) •. 4 • , ..•.,`•' '-• .,-4,-., , Pininber, -‘ ,,,,444A,L, . ,..._ ._ . fPleaseprin0 tatttitY'4.114tAW: 014017 used in the water supAy;_voteni,..contakts.,,,Apsp.,ftwV.t0'9f1% lead. • . . . ' AJ*Ts $,jg,,nAtu' T eY. iSwO".ri. i''•:,Ofet.O.iii.e-silli (-_,2 7 . 014 0: - 4, .41s. ....,L) ., 2Q / 5- , , 4.0 p, MCA ft,„0,,,,, • /111 4 ;*.•:qk% ..0 h ,iti k, 1 0 L # f f' i , 4 1 11" tIr /NO.01CA6280228\"? oi.. t I QUALIFIED I ° ilt4..1 ONES:aeDUNTyi . . % COMM WU% : to ‘,. 10402/20:171 trq ,,-,,14, •-t:.9... Notary Public- (Iiii.)1_12AALCetnai-Y- t'• \*Iti...4 I*. 4Cle.t. . 3, 4/-511,1101:01%. r G6 0 ,,,,,,,,,,,,,, of SOO ot TOW 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: Arg / - � �Tr1 e ( i 1 _ MI C fir 012 65'DATE INSPECTOR r 3 `13 (,08 - ,,,,,,..„..,_ ,,,Aof ` 8 ,,' AOF SOUTH'; * # ` G TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I!4SPECTI ON; [ ] FO ATION 1ST [ ] ROUGH PLUMBING [ OUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 'Alr64796k-- 74/ 6-4-r- 5E41(21;;LteS 4-, ,,f- 4. A « 6/4-1-11 412 DATE /�r INSPECTOR ,,,,,,,,,_ �o`�‘0 SO(/ryolo\i TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT N [ ] FOUNDATION 1ST [ ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE"A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARK Agem. /PI ) DATE / INSPECTOR ' -E 3 73 CI, ere-- .11',V.cf., TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION- [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] F . = TION 2ND [ ] INSULATION [ RAMIN ,/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: w DATE 1 INSPECTOR /0'0€ ( SOU - C6 * *; ix/1-r Afr 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 F,1 ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE < INSPECTORr-4- 361_6-c2 1 ' i* cf Jail , TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I NSPEC7N , , FOUNDATION 1ST [ ] UGH PLUMBING [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY . [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] 9ECfCAL (FINAL) [ ] CODE VIOLATION [ k1AULKING REMARKS: 11" ,t-4-9-1-7-1-- - DATE ( 7 ti f-- INSPECTOR Ac7 ,,iii....,,,,,_ ,ho��,oF so//74,;1 • ‘Jig of:* 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) 4J-ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR.? -t 729 14 1 �o�OFSO(/l�o `` TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I CATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 002/Y/- INSPECTOR 21- (7,4 0) 33‘7 313 G kci -y000Nil,•'''' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ , ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) �.� � / REMARKS. �, G - P 9kec .• DATE ®l -ZY/s-- INSPECTOR 2te""'"e",--e•- • FIELD 1.NS 'ECTIQN REPORT DA7 i .. COMMENTS ' 3 .2?"-ir-fii(4,-.....(c ....„....:. i . t I.,t ' ,,,, c (1.\. FOUNDATION(1ST) �.1_. c�.. .1 . / , ._ ....,,,i (.(76. //r :qt . :, ,- -. _,(. „---. At,ecAiii;-,K -1.-fig,"" - - FOUNDATION(2ND) 41.;/7 04 _,� • ' // • °' ' ' ' (F-',. LA12,4''''' . ) . A P' • • / '8 . . • 0976---. .lis+-c am ic'_ D .._43... . . 9 . • ROUGH FROM Nq& TM PLUMBING • . • . . •• t , ' 6Afir_ 7,-).ch,_124-y-r ..) r- ,), . " ---Pil . ...s • - 5ra+j . . .fi.,f,,e /7 ‹.,,,,:4 EMULATION PE1t N.Y. . STATE ENERGY CODE • . . ' 0..4,ey....c•ee.7-7.-_.....-‘........dr... ,a•-!4°.• - . — ,7-'4.— -7.' — FINAL , ... „ . �� +. U zr Vii_ • OYAA2i.il P- , -'/ " - O' deete,-..... 3°.e-es=2•••-A-rt,-, • • . . / /r-•-..,,-,•,-/3-e- --c-:t. o2e-e.A.... (*$e 0,. -4,-• ._ ADDZ'I`ION r oMMENTS"-`` ,.r� . - �..i-�- rh //f rf -�-/ e, ; 8r�eio., - 0--ic e-0,6Q(i c_ dl- l' -5 ., n 6_2---e_ci %(-PS ' ; . ,+ _ � o mi. S1i--q/- 15 5-/) 3-) (p • -F i 6 our2 ., -Iii-eaGLOn . • -' Ql..01 ) . . • , , . U)2t O r ,6 ,2 g r (�� '. .. "�Y ' —\ TOWN OF SOUTHOLD 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- , I : ,- V Q - . • Survey SoutholdTown.NorthFork.net PERMIT NO. 1•/V' Check Septic Form N.Y.S.D.E.C. Trustees C.O..Application Flood Permit' Examined / ,20 'Single&Separate • ', )/ 1 / Storm-Water Assessment Form if i Contact: • PO y Approved ., ,20 Mail to: %I y n c Uig7 lI 49Ae Disapproved a/c roc-alo 14, Al/ I tC"1 i Phone: ci 4 ' e?Q 4/ ' o?? a 24 Expi a -- _ \-4,2 f, .. IBuilding Inspector OCT 2 7 2014 APPLICATION FOR BUILDING PERMIT BLDG DEPT �/ TOWN OF SOUTHOLD , Date ! ( '' Y , 20 ] y INSTRUCTIONS - a`Tliis•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 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. • ''`' S , f. Every building permit shall•ekpire 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 demol• ion as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing co.- .nd re_•ul. '•. and to admit authorized inspectors on premises and in building for necessary inspections. 41114/01Will. (Si/ature of applicant or name,if a corporation) ti \y5- BAY if-h9 C -e ScAZThe1A. xl / 4 ( °(7,f (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Gen er ) �1+n49. e . Name of owner of premises Es ram C.= /06),6 4 M C.CO(7-11 As on the tax roll or latest deed) ' If applicant '4 : •oration, si;,natur- of dull athit-d officer ,moi 'i d t'w f corporate officer)n 9 - 1+ Builders icense No. of 3 Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: $ qqQ�' Q c) A).. f4yVfc� 2 Z �l� SD6 (1. /� � t� • , V� . • House Number Street Hamlet ' , ' _,. ci County Tax Map No. 1000 Section -1 1 ,..- `1 Block 0 P", ;.,L1 Lot C 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 V fl C,' - V CA" L b. Intended use and occupancy (1Q-W QOAS i'AA of �41^ S i 45 'c Fv9 WV kl 3. Nature of work(check which applicable):New Building V Addition Alteration Repair Removal Demolition Other Work /' (Description) 4. Estimated Cost J 1 DO 0 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 3 Number of dwelling units on each floor 3 Te, i i9 If garage,.,number.of;cars 1 busiries,,commercial or mixed occupancy, specify nature and extent of each type of use. �l 7: Dimensions of existing-structures, if any:Front /1/16. Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front /1/0 Rear Depth Height Number of Stories ,oS q nr� nn 8. Dimensions of entire new construction: Front Rear Depth ap Height n Number of Stories 9. Size of lot: Front f 2 , Rear I © 1 Depth 1 33/ 10. Date of Purchase /0/ I1 C4 11 Name of Former Owner 'MO W) 2 C A r J 4'7 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded? YES NO >e Will excess fill be removed from premises? YES NO 143 BA) HOLM Cel 14.Names of Owner of premisesQA44c wW-1"1 Address J'o i ,IL ay tin Phone No. (14 ').°Y", -))2?)2a Name of Architect e'r'►aic-.4.I N k i2 &g ddress L?1 OS0Ra Wi%Phone No (03/ .3/gy Name of Contractor c-I L 41"07 Address Si 09/64 Phone No. .1/0 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)p COUNTY OF S-YX6`)1, ) - ?ALI (1. ''being duly sworn,deposes and'says"that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the COArria Cif c: - (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 ,9 d of •DCT 20 /V, . _ -_ . otary ublic LINDA S.CARLSON /' nature • : -.'t Notary No.01, State 7178 w York Qualified in Suffolk County Commission Expires Nov. 14,20 ,e o., S" ', �T(0)]R M\WATER- - Scott A. Russell ,',� ° � '= SUPERVISOR v MANAGEMENT z : SOUTHOLD TOWN HALL-P.O.Box 1179 p $i •• 53095 Main Road-SOUTHOLD,NEW YORK 11971 � 'j' • . Town of Southold Q( latyt •,••• 'OCT 2 7 2014 ..„„..,...... CHAPTER 236 - STORMWATER MANAGEMENT-WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) - _ DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No 0 1'A. Clearing, grubbing, grading or_.tripping of land which affects more than 5,000 square feet of ground surface. El B. Excavation-or filling involving more than 200 cubic yards-of material within any parcel or any contiguous area. ❑"C. Site preparation on slopes which exceed 10 feet vertical rise to . 100 feet of horizontal distance. • ®1 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ ► E. Site preparation within the one-hundred--year floodplain as depicted on FIRM Map of any watercourse. NErF. Installation of new-or resurfaced impervious surfaces of 1,000 square - feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes I in-kind Replacement of impervious surfaces. * If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. - -- --=— ___ — - --- --- -- S.C.T.M. 4: 1000 Date APPLICANT: � (Property Owner,Design Professional c)A NAME ,Agent,Contractor,Other) q District q L� y •l L. V Qki _ I 1 /a l� /I 1 "( Wont) Section Block Lot -------Gti, - ”" FOR.BUILDING DEPARTMENT USE ONLY""* • Contact lnformatIon: ,c/(0 t2O V� C2e - - trdcpnme Numbed Reviewed By: - Date: f 0 -- /' ` I Property Address/ Location of Construction Work: ^ 1 App •ved for processing Budding Permit. — COA) i ��y U Ise ' C I n! S �rmwater Management Control Plan Not Required. SOLt-016 C •7 / 19� ' Stormwater Management Control Plan is Required. I (Forward to Engineering Department for Review.) I FORM ” SMCP-TOS MAY 2014 APPLICANT: S.C.T.IVi.*: 1000 •' CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) •— •---•-• —'-p:6T— ,s c5; �'•� /19 2 9 Stormwater Management Control Plan CHECK LIST E• MUL D144eti Section Block Lot i —4— 71 - NAM r S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Yle+.e Yr,nI /,7 Date: -Is Q`� ' * The applicant must provide a Complete Explanation and/or Reason for not providing kgs 2t Z� 1 °iv /v ....0./ t .•°• all Information that has been Required by the following Checklist! ,zIgoa lute TeleP6one N"meen eee • 1. A Site Plan drawn.to scale Not Less that 60'to the inch MUST `iYE .NO NA If You answered No or NA to any Item, Please Provide Justification Herel show all of the following items: — --- If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries • . _ b. Total Site Acreage. y c. Existing- Natural & Man Made Features within 500 L.F. of the Site Boundary as required by §236-17(c1(21. ��. d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. )S J _ e, Limits of Clearing•& Area of Proposed Land Disturbance. lE%�,�I - _ _ f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) ,.4j r - g. Location of all existing & proposed structures, roads, _ driveways, sidewalks, drainage improvements &utilities. — ' Ih. Spot Grades & Finish Floor Elevations for all existing & proposed structures. -X_ �_ I. Location of proposed Swimming Pool and discharge ring. WA mo ,4 l+.a trv,A✓ )dol j. Location of proposed Soil Stockpile Area(s). W . k. Location of proposed Construction Entrance/Staging Area(s), , . I. Location of proposed concrete washout area(s). _ . -,-- in. Location of all proposed erosion&sediment control measures. • : ;E • 2. Stormwater Management Control Plan must Include Calculations showing . - that the stormwater improvements are sized to capture,store,and infiltrate -- on-site the run-off from all Impervious surfaces generated by a two(2")inch ) - rainfall/storm event. . 3. Details&Sectional Drawings for stormwater practices are required for approval. _ _ Items requiring details shall include but not be limited to: a. Erosion & Sediment Controls, • b. Construction Entrance & Site Access. II __ ' c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc) I Y - d. Leaching Structures (e.g.infiltration basins,wales,etc.) .--. . 'A'" 1•7011. ENGINEERING DEPARTMENT USE ONLY**** . .. . :�:.. .. .. . �Additional• ... . . `.,_._____.--_. ....... ----. -- �-- -- - --- - - Information is Required. Reviewed & III Stormwater Management Control Plan is Not Complete. Approved By: • — l Stormwater Management Control Plan is Complete, Date: 11//3/i L SMCP has been approved by the Engineering Department. FORM ' SWCP Check List -TOS MAY 2014 • ry Town * Telephone(6311)765-1842375 Hall `" 4 1 ronerrichert�omso99otl.nv .ufP.O.Box 1179 Southold,NY 11971.0959 `� � ,1� teliNrA '' , • • • BUILDING DEPARTMENT 'DOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION - REQUESTED BY: �t /Sa OK- Date: 3 . ' S 6 . A Company Name: AiOk - /ib ba c L Lc— _ ._ - _ . -. --- Name: f54A/Le r License No.: ,3, -67 /v► e Address: y'v / Leh 1-9ve- - yii, i- 4 /y1° /1,/ /1-70 V. hone No.: . 4 31 3'- 3e JOBSITE INFORMATION: (*Indicates required information) *Name: fa U I ba. ./2 - ..Ee uLt Tl( 712-4 -1 � *Address: ,<e) a ,). eA ✓i'e vv- �Q o a at S oofi'-, a l of *Cross Street: ��,Y,bf _e ' *Phone No.: s..-Ji, 2 o y `2222 . Permit No.: 3‘) 3 .4 � ' Tax.Map District: 1000 . Section: 7 y. Block: a Lot: q • *BRIEF DESCRIPTION OF WORK(Please Print Clearly) . _ • Pivj J'/om& ) bb ' (PleaseCircle All That Apply) Ni)' ,�,,g. . W��1 *Is job ready for inspection: r" '""i YES/ NO Rough In Final *bayou need a Temp Certificate: iap I NO id Temp information(If needed) . *Service Size: 3Phase 100 150 200 300 350 . 400 Other fV�wy1 •• ..Re-connect 'Underground umber of Meters Change of Service •verhead Additionalainformafion:, - , I ,,,,., ,,,_ PAYMENT DUE WITH APPLICATION i./ • 132-Request for inspection Form . v� • J 1A^ W Ri 1,606 rGJ N t1• • • • • • 6 * Y •VJ • • • r • ♦ ! # fir ! ! M ! • • • • *♦ • • • 1 ! • • • • • • • • i • • 7, '' �,• I ;.uo-. � ...wx gip"'... 4'a,. � 4�r 5� 30j3 - , .. _ .__-. .._....•,: _ - - - _ . . -:'-,...,-• .. -- -_ - - I . ., 1. .• . .- .. .,...--- . ;. . ....., . . . .. .. - .. # .1, = #iiii.•-:,,,_„_„,„,_ 14. ;''''', • '', i ' -, 1, -0 ' I*: f ::,.-- --,,, .. t . t . t i , . . 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K •N ' i4 i 41114 n p If x +FI A= , ••°*of Ol® Town Hall Annex � : Telephone(631)765-1802 54375 Main Road * * t Fax(631)765-9502 P.O.Box 1179 : c§. i Southold,NY 11971-0959 4• 14' Y,N �'�� COUtT September 28, 2015 BUILDING DEPARTMENT TOWN OF SOUTHOLD Equity Trust Co 1145 Bay Haven Lane Southold NY 11971 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. 6.J;\14kP A fee of$50.00. g\ic) 01WHealth Department Approval. l� P mbers Solder Certificate. (All permits involving plumbing after 411/84) 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 — 39368 — New Dwelling ,,- , (---„, D. • ,., ,•.,___„_\____, , TOWN OF SOUTHOLD PROPERTY RECORD CARD / , ., / (.., OWNER ,STREET 6- 677 . VILLAGE DIST. SUB. LOT 1 r ( --) --,' ,0,111e1,. r;m.eail-411674,-„5,eke,,m/ , Ac,..,,,/01,\e,44d a (j_.„.).„---„ ,d 1.1 ,,) MEA' PWAIEfZ._,—, AA hi/7% jb ' N- i i ) 1 ACR. 4firFORIa. K trnidext-m.ptcwrot4 iiro h-1-- 11 E art,‘/ 0 / ' L) Pc4 .4z 0 0 Mona, iv c--: CarYAti I ' S .1 NA/ , ----- J TYPE OF BUILDING \A",C ._ A-011„? .-.a ,,,... • (z.1 ,?.... , h , y RES. SEAS. VL.,-. // FAR COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS 7/ & L /7f - .6 .?,L:, — --,2 - _ I 1(1.4 qq--L. 119730 Fi, - *Ca(#74, ,,,t, tqc....C9rMi AJ/c. fr/7/, _L- 1z70/(3//b -4L(a4/ 5/-k frfrialVni N/C, • Tillable . FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland DEPTH House Plot BULKHEAD Total , . , ....., ' . , • [] . . 48134 11973Pc08 RETvED RME® Number of pages a TORRENS JUL01 1999 t �, 99 JUL-I PM I: 04 Serial# / /Ai / SL EDWARD I'. ROMAINE Certificate N CLERfi OF ,i .d . 'k�t9 i SUFFOLK COUNTY Prior Ctf.# 48134 Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 4 , FEES p Page/Filing Fee I --Mortgage Anrt. Handling -S 1.Basic Tax TP-584 5 2.Additional Tax Notation Sub Total EA-52 17(County) S Sub Total 02 if Spec./Assit. EA-5217(State) JSOr Spec./Add /5 / x?,,: .vnf4rH RP.T.S.A ;1�py�C CA•� TOT.MTG.TAX �f�'S 1 Dual Town Dual County Comm.of Ed. 5 00 ir;`r vol I Jai r �, Held for Apportionment Affidavit • i'..,Ic - y •d Transfer Tax ` Certified Copy Mansion Tax The property covered by this mortgage is or J will be improved by a one or two family Reg.Copy /4-S- Sub Total dwelling only. Other p YES or NO GRAND TOTAL •�I If NO,see appropriate tax clause on page i/ ,f__— ofthis instrument. • jio11i Real Property Tax Service Agency Verification J 6 Community Preservation Fund a`MYr 41 Dist. ^S7ection B lock Lot Consideration Amount$ { f�00 Q/, Q 00200 Q75000 CPF Tax Due $ IZy-! L I Improved t Vacant Land J Satisfactions/Discharges/Releases List Property Owners Mailing Address TD RECORD&RETURN TO: • TD A \ 3„..,..,s c 0\i� �1'' c_...e cam- v` TD SV "-` & \v -"- �\Ck"\1 8 r Title Company Information , Co.Name Title# Suffolk County Rec ding Endorsement Page This page forms pad of the attached .•C CA ' made by: \\\1\ (SPECIFY TYPE OF INSTRUMENT) c' C.,,...— The premises herein is situated in SUFFOLK COUNTY,NEW YORK. _TO In the Township of . ` k--\N cr__k\ tr,.,_- IT P_.. cc— In the VILLAGE K..r C 0-4— or HAMLET of C., c, U ek `\ BOXES 5 TI IRU 9 MUST BE TY OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. DISTRICT SECTION BLOCK LOT ,-i/g73poi • nogg Twr9m LkF P 0 M.O.6 dr dad ftl6 wrr.W.Q1ert Quad..Or-In Or Cerp. CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT-THISINSTRUMEN'r SHOULD BE USED BY LAWYERS ONLY. • THIS INDENTURE,made the 2.nyrX- day of v5 1999 BETWEEN Mona R.McCarthy 1459 Goose Creek Lane,P.O.Box 842,Southold,NY 11971 party of the first part,and Mona R.McCarthy and Robert M.McCarthy,as joint tenants with the right of survivorship, 1459 Goose Creek Lane,P.O Box 842 Southold,NY 11971 party of the second part, WITNESSETH,that the party of the first part,in consideration of ten dollars and other valuable consideration paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, ALL that certain plot,piece or parcel of vacant land,situate,lying and being at Bayview,Southold,in the Town of Southold,County of Suffolk,State of New York,bounded and described as follows: BEGINNING at a point on the westerly line of North Road To Bayview, 189.53 feet northerly along said westerly line from North Bayview Road;from said point of beginning running along land now or formerly of Robert J.McCarthy,North 87 degrees 33 minutes 20 seconds west 78.28 feel to an iron pipe and land now or formerly of Kassner; • THENCE along said land now or formerly of Kassner,North 69 degrees 04 minutes 40 seconds west 91.75 to an iron pipe and land now or formerly of Shipuleski; THENCE along said land now or formerly of Shipuleski North 20 degrees 55 minutes 20 seconds East 101.13 feet; THENCE along land now or formerly of McCarthy South'87 degrees 33 minutes 20 seconds East, 133.24 feet to said westerly line of North Road to Bayview; THENCE along said westerly line South 2 degrees 26 nnntites'40 seconds West,125.00 feet to the point or place of beginning. BEING and intended to be the same premises conveyed to the party of the first part by Robert J.McCarthy and Mona R.McCarthy, his wife,by deed datedMay 18,1971,and recorded in the Suffolk County Clerk's Office May 19,1971 in Liber 6933,page 122. The premises are not in an agricultural district and the parcel is entirely owned by the transferror. TOGETHER with all right,title and interest,if any,of the party of tlt6 first part in and to any streets and roads abutting the above described premises to the center lines thereof,TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises;TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the 1 • 1-10 TITLE NO:F14-7404-96122-SUFF District: 1000 Section: 079.00 Block: 02.00 Lot: 009.000 Town of Southold,New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and fmds: SEE ATTACHED and the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC certifies that the examination of the above-captioned property has been made to determine the single and separate ownership of Robert M. McCarthy, ,as Successor Executor of the Estate of Mona R. McCarthy and his/her predecessors in title from 4/01/1957,results are as follows: (see attached chains of title). No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty-Five Thousand Dollars($25,000.00)and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: 10/22/2014 FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC SANDRA J. GOLESKI Sworn to before me this 22n. i• of•ctober,2014 L;(✓i Not• A'ublic MICE N.PHILLU?S Notary Public,State of New York No.4729041 Qualified ified in, uffol Coon Commission Expires N3U,aq_ 1 TITLE NO.F 14-7404-96122-SUFF STATE OF NEW YORK)ss: COUNTY OF SUFFOLK) SANDRA J. GOLESKI,being duly sworn deposes and says: That she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM: 1000-079.00-02.00-009.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 4/01/1957. SUBJECT PREMISES: 1000-079.00-02.00-009.000 Mary M.H.Dayton and Silas A.H. Dayton Liber 1158 cp 226 To Dated: 12/16/1925 Martin Shipinski,Trustee of School District No. 6 Rec'd: 12/23/1925 Premises &more Board of Education Consolidated Union Free Liber 4710 cp 34 School District No. 6 Dated: 10/06/1959 To Rec'd: 10/16/1959 Robert J.McCarthy and Mona R.McCarthy,his wife Premises&more Robert J. McCarthy and Mona R.McCarthy,his wife Liber 6933 cp 122 To Dated: 5/18/1971 ,a 1VIona'R. McCarthy':' Rec'd: 5/19/1971 Mona R.McCarthy Liber 11973 cp 86 To (T Dated: UO2/1999 Mona R.McCarthy and Robert M.McCarthy,as Recd:T7/O1/1999 Joint tenants with right of survivorship FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC At(-11- t; Sworn to before me this , SANDRA J. GOLESKI 22 of October,2014 lot. ; Public upic, gg� f Yok ttus� inu � dun Commission giros Nov.30, 0l Mona R.McCarthy,died a resident of Suffolk County on 1/15/2012, Surrogates File No.2012- 1669. Daniel T. McCarthy, as Executor of the Estate of Liber 12774 cp 516 Mona R. McCarthy and Robert M.McCarthy, as Dated: 8/07/2013 Nominee Rec'd: 9/16/2013 To Daniel T.McCarthy,as Executor of the Estate of Mona R.McCarthy,deceased Daniel T.McCarthy, died a resident of Suffolk County on 1/02/2014, Successor Letters were issued under the Probate of Mona R.McCarthy to Robert M.McCarthy. LAST OWNER OF RECORD PREMISES NORTH: 1000-079.00-02.00-008.000 Mary M.H.Dayton and Silas A.H.Dayton Liber 1158 cp 226 To Dated: 12/16/1925 Martin Shipinski,Trustee of School District No. 6 Rec'd: 12/23/1925 Premises &more Board of Education Consolidated Union Free Liber 4710 cp 34 School District No. 6 Dated: 10/06/1959 To Rec'd: 10/16/1959 Robert J.McCarthy and Mona R.McCarthy,his wife Premises&more Robert J.McCarthy and Mona R.McCarthy,his wife Liber 11651 cp 327 To Dated: 10/26/1993 Thomas J.McCarthy Rec'd: 11/09/1993 Thomas J.McCarthy Liber 11894 cp 27 To Dated: 5/01/1998 Edgar R.Hamlin and Eileen E.Hamlin Rec'd: 5/18/1998 FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC Sworn to before me this SANDRA J. GO ESKI 22n I 'a of October,2014 Not, Pu Fie DRUM N.PHILLIPS Nn nj Public,State of New York 3 No.4729041 Qualified in Suffolk Count-/ , Commission Expires Nov.30,ZttCC Edgar R.Hamlin and Eileen E.Hamlin Liber 12516 cp 526 To Dated: 6/27/2007 Vito Tanzi and Lena Triev-Tanzi,his wife Rec'd: 8/03/2007 Vito Tanzi and Lena Triev-Tanzi,his wife Liber 12694 cp 540 To Dated: 5/14/2012 Debra Farron Rec'd: 5/29/2012 LAST OWNER OF RECORD PREMISES EAST: NORTH BAYVIEW AVENUE PREMISES SOUTH(EAST): 1000-079.00-02.00-011.000 Mary M.H.Dayton and Silas A.H.Dayton Liber 1158 cp 226 To Dated: 12/16/1925 Martin Shipinski,Trustee of School District No. 6 Rec'd: 12/23/1925 Premises&more Board of Education Consolidated Union Free Liber 4710 cp 34 School District No.6 Dated: 10/06/1959 To Rec'd: 10/16/1959 Robert J.McCarthy and Mona R.McCarthy,his wife Premises&more Robert J.McCarthy and Mona R. McCarthy,his wife Liber 6933 cp 120 To Dated: 5/18/1971 Robert J. McCarthy Rec'd: 5/19/1971 Robert J.McCarthy died 6/20/1997, Surrogates File No. 152 P 1997,devised premises to Daniel T. McCarthy and Mona R. McCarthy. Daniel T.McCarthy Liber 11975 cp 387 To Dated: 3/02/1999 Mona R.McCarthy,widow Rec'd: 7/13/1999 FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC 111,/4-- / - Sworn to before me this SANDRA J. G LESKI 22nd+ay of Oct sber,2014 Not.. Pub c GE N.PHILLIPS Notary• ic,State of New York 4 No.4729041 t�alified in Suffolk coun Commission Expires Nov.30, 0/7 Mona R.McCarthy,widow Liber 11977 cp 318 To . Dated: 7/19/1999 William J.Pratt and Miriam Pratt,his wife Rec'd: 7/21/1999 LAST OWNER OF RECORD PREMISES SOUTH(WEST): 1000-079.00-02.00-010.000 Mary M.H. Dayton and Silas A. H. Dayton Liber 1158 cp 226 To Dated: 12/16/1925 Martin Shipinski,Trustee of School District No.6 Rec'd: 12/23/1925 Premises&more Board of Education Consolidated Union Free Liber 4710 cp 34 School District No. 6 Dated: 10/06/1959 To Rec'd: 10/16/1959 Robert J.McCarthy and Mona R.McCarthy,his wife Premises&more Robert J. McCarthy and Mona R.McCarthy,his wife Liber 6302 cp 121 To Dated: 2/07/1968 Waldemar G.Kassner and Anna Kassner,his wife Rec'd: 2/09/1968 No proof of death of Waldemar G.Kassner found in the Suffolk County Surrogates Court. Anna Kassner died a resident of Suffolk County on 3/02/1985,Surrogates File No. 3/02/1985. Mona R.McCarthy and Frederick L. Kassner, Liber 9963 cp 476 Individually and as Executors of the Last Will and Dated: 12/11/1985 Testament of Anna Kassner,late of Suffolk County Rec'd: 1/24/1986 To Robert J.McCarthy and Mona R.McCarthy,his wife FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC / P ��% Sworn to before me this ANDRA J. GOL KI 22nd .ay of October,2014 4:/// 'ub•c RUCE N.PHILLIPS Notary Public,State of Now York No.X472904! Quallfi€aai in Suffol Cnun�►/e, 5 Commission tiros Nov.90, 0 , Robert J.McCarthy and Mona R. McCarthy,his wife Liber 11799 cp 761 To Dated: 10/23/1996 John D.Hooker and Patricia A.Hooker,his wife Rec'd: 10/31/1996 LAST OWNER OF RECORD PREMISES WEST: 1000-079.00-02.00-007.001 Edward J. Brady,individually and as Executor under Liber 964 cp 379 the Last Will&Testament of Annie M.Brady, Dated: 4/26/1918 deceased and Delia Brady,his wife Rec'd: 4/30/1918 to Premises&more Martin Shipulesky Martin Shipulesky died a resident of Suffolk County on 1/10/1957, Surrogates File No. 57 P 1957,leaving premises to Helen Shipulesky,his wife. Helen Shipulesky Liber 4755 cp 474 ,To Dated: 1/12/1960 Joseph A. Shipule Rec'd: 1/15/1960 Subject to life estate of Helen Shipulesky Premises&more Helen Shipulesky Liber 5801 cp 310 To Dated: 8/11/1965 Joseph A. Shipule Rec'd: 8/16/1965 Premises&more Joseph A. Shipule Liber 6021 cp 569 To Dated: 8/13/1966 Thomas P.Dougherty,Abraham Bender and Rec'd: 8/30/1966 Dominic Pugliese Premises&more Dominic Pugliese died a resident of Suffolk County on 8/10/1985, Surrogates File No. 1940 P 1985, leaving Jeanne Pugliese,his sole devisee. FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC Sworn to before me this SANDRA J. GOL SKI 22nd day of Oct'ber,2014 h/LI Notary ' is BRUCE N.PHILLIPS Notary PuNoic�Sate of f New York Qualified in Suffolk County Commission Expires Nov.30,20/ 6 • Thomas P.Dougherty Liber 10945 cp 229 To Dated: 8/18/1989 Eva M.Dougherty Rec'd: 10/10/1989 Thomas P.Dougherty Liber 11003 cp 277 To Dated: 12/15/1989 Eva M. Dougherty Rec'd: 1/22/1990 Corrects Liber 10945 cp 229 Eva M.Dougherty Liber 11003 cp 280 To Dated: 12/29/1989 Mary Grace Dougherty,Eva G.Heifetz, Rec'd: 1/22/1990 Thomas P.Dougherty, Jr. and Michael P.Dougherty Abraham Bender Liber 11329 cp 525 To Dated: 8/01/1991 Michael Bender and Rhoda Bender,his wife Rec'd: 9/09/1991 Eva G.Heifetz,Thomas P.Dougherty,Jr., Liber 12299 cp 379 Michael P.Dougherty,Mary Grace Dougherty Dated: 11/12/2003 Now known as Mary Grace Winston,Michael Rec'd: 2/06/2004 Bender,Rhoda Bender and Jeanne Pugliese,as Sole devisee under the last will&testatment of Dominic Pugliese,deceased • To J&C Holdings LP J&C Holdings LP Liber 12357 cp 668 To Dated: 11/16/2004 MCM Homes,Inc. Rec'd: 11/30/2004 FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC ).4M-,a4 ihibegiile-e.; Sworn to before me this SANDRA J. GKI 22b '17. dday of October,2014 /) , Not7. Pu9 c BRUCE N.PHILLIPS Notary Public,State of Now York No.4729041 Qualified in Suffolk Count( Commission Expires Nov.30;20,f 7 MCM Homes,Inc. Liber 12552 cp 962 To Dated: 5/21/2008 Sarah R. Wood Rec'd: 6/02/2008 LAST OWNER OF RECORD FIDELITY NATIONAL TTTLE INSURANCE SERVICES,LLC 11144/ ..4 9 ,&&dt&/ Sworn to before me this SANDRA J. •LESKI 22nd day of October,2014 '%I, , o .4 Publ c BRUCE N.PIMPS Notary Pubblic,State�f New York Qualified in Suffolk Count Commission Expires Nov.30,z 8 S.C.T.M. NO. DISTRICT: 1000 SECTION: 79 BLOCK: 2 LOT(S):9 4epe...0v.e,4 ® -47 kmr -roe&-✓ iii/ c, DB/o3/D1 / LAND N/F c' OF CNI of DEBRA FARON u / (DWELLING) / 0 I, 587'33'20"E 6' WOOD FENCE 3.8'N 133.22' MON. or MON. T= 0 a 4: EL 29A0 + n + EL 30.0 Q 20 U.P. ci 4c Z"3 0q. -� O,' 68.o. wEL d tu q y v� ~ • / O 0 o• „ PROPOSED SOIL EL(30.0) I'V 0= a STOCK PILE AREA. EL(30.0) ::7d,;29.5',`:;',x' `.'i:• - N F+•1 o / .-1 t 0 PROPOSED "1 SANITARY SYSTEM )':; : _:.?... :: COVERED EL 28.5 PROROSED?;:,::: PORCH S.T. FRM.,i�5 EL 28'7 N 1�� PROPOSED CONSTRUCTION /4/ L P /...................C.2. o): DWELLING 40.0' ENTRANCE & STAGING AREA 41/ /40 0, 'NI 1,799 S.F.';:;;. N FFL 33.0 *i;' ..ii, • p CO i GUTTER I .■ M r?iix':} I DRAIN L._.._ '� WOOD:.i :�•;';', •.:`.:,�r•..,.'.:,; i (DWELLING) PROPOSED •;;`GARAGE 1 SILT FENCE STOOP :,^ n P-.-• D ASPHALT I ' `;::'GF(29.5)'•N RIVE I le n M EL 27.9 EL(29.0) ,,,. 29.5':': 700 S.F.) _ C N W MON. i, EL(29.0) PR WELLED =, r; N I N W 1V e9 e010, ,, W .._..—.._.._.._.._.._..� C / ti CONCRETE WASH—OUT Z IN BED OF PROPOSED 414731C 414731C jD/C47. EL 28.3 DRIVEWAY. 4 / LAND N/F 9j.75' EL 27.2 MON. 1R W OF N PATRICIA A. HOCKER 3.3'S 2.8'S 8' WIRE DEER FENCE 1.2'SI (DWELLING) N87'33'20"W 78:28' 0 X U.P. LAND N/F OF DRAINAGE CALCULATIONS: / WILLIAM & MIRIAM PRATT (DWELLING) v 1,825 x 0.166=302.95 < 303cf REQUIRED D.,” N (22 8'DIA x 4' DEEP DRYWELL(S)=338cf PROVIDE • D i-.1)-c7,--- B) - - S -- -—r - '�� ri�RPRIJT ICOfE^E0 PiKin =i,82J SQ.FT. ^- B) DRIVEWAY=700 SQ.FT. 700 x 0.166=116.2 < 117cf (1) 8'DIA x 3' DEEP DRYWELL= 126cf PROVIDED NORTH BAYV TYPICAL DRYWELL CROSS SECTION T (CONC. PRECAST COMPONENTS) IEyp ROAD A SM BROWN rSUB FOR NON-TRAFFIC BEARING TYPICAL SILT LOAMY SAND 8•SLAB FOR TRAFFIC BEARING SCREEN SECTION HEAVY DUTY APPROVED INLET PIPE CAST IRON FRAME AND APPROVED OUTLET PIPE - 2.5 MIN. 4'O . COVER TO GRADE TO EXPANSION RINGS PITCHED 1/871. a ' 4 MIN. /'DIA. GEOTEXTILE FABRIC �• , PITCHED t/e%1' SUPPORT POSTS PALE J I ® II a WOOD OR METAL BROWNFINE Q O D O fLL��1, FLOW DIRECTION - \ TO `` SP COARSE EXCAVATED AND `` SAND BACKFILLED TRENCH -----,„ \ EXISTING GROUND -III—III—III—III—III—III—II — — IIIII -IIIIII=III=III—III- 1-111-111-111-111=111=111E. d' ,;;1 ME 11= 11-111=111=11 a 11=1 I E -111-111-111-111-111-11 E11 I -II -III --III--III -�I I •.• 111-1 II 11II-111 11 1 111-11 I 1I111 1 - 11III 111 111_ I II-III11111II-111I-111I-111I- : 3' MIN. $ II ;• . 2'MINIMUM NO WATER t 7' COLLAR BACK FILL MATERIAL TO BE • ` CLEAN SAND AND GRAVEL 1 + THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVA 17ONS AND OR DATA OBTAINED FROM OTHERS. AREA: 17,856.63 SQ.FT. or 0.41 ACRES ELEVATION DATUM: UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. _ THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUC.TURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY - CERTIFIED TO: SLIGO CONSTRUCTION CORP.; MAP OF: FILED: r SITUATED AT: BAYVIEW - TOWN OF: SOUTHOLDKENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK - •- -- Professional Land Surveying and Design ApZier I ,�� P.O. Box 153 Aquebogue, New York 11931 FILE # 14- 149 SCALE: 1 "=30' DATE: OCT. 15, 2014 -- PHONE (631)298-1588 FAX (831) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk , I - • PLOT PLAN FOR THOMAS J. McCARTHY uuc Co . DEPARTMENTOF HEAL ' I SERVICES SITUATE IT PERM2sF An�?RAovA ROFC sT u I0N POR A BAYVIEW TOWN OF SOUTHOLD JUL SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-79-02-09 ' DATE3 �014.S. REF: No. 1e-13�c,n__ SCALE 1"=40' APRIL 23, 2013 APPROVEDAe..u.A4.$2_, JUNE 18, 2013 REVISE PER S C D H S NOTICE OF 06/10/2013 AREA = 17,857 sq. ft. FOR MAXIMUM OF BEDROOMS 0.410 ac. EXPIRES THREE YEAR-S FROM DATE APP 6 .0 IPAlq'' S CESSPOOLS VACANT WITHIN 150 WELL N/O/F rAil" EDGAR R ,•AMLIN & ELLEEN '. HAMLIN ,�0 r-- CESSPOOL DWELLING ces 2 "ock J0 �W4"� S 87°33'2 E 133.22' y S ^y�0 2a 30.0 �' cG 4` S O i V 03 EPTic '. C7 ti��~�~N� OO? SYSrFM o�FR �So' b �? ry '' o ,y 3Nip f' '0��4 O Ai// 64 i WELL 4� O, I50' II GJ� p2 44'z' 0Allibk. L:Cih6 o ~p 42 5' :- 2 O 40 W N /� 0 PROPOSED pj STOOP ry HOUSE O 4 co ,N F �0_cNi .�,,. r ,40' .1,,,,,,,,ME . n _ I4PROPOSED rn m f a DRIVEHAY.°, E WELL 150' 2e s , V• 4, �� _ _S� y1 b PROPOSED / _111 Al cv- 0 HELL 9. in 04 n" tv <s term 4 - w s • 30.o TEST HOLE 9/•�5.• -'- 22,4 2.8_6 DwE<CING 87°3 20" W 79.28' 1tk0 WELLmar LATE; — z I AvAuST BE cfs DWELLINGn0i �� , FI1C1 ", � dy�e� Y�'d SPOpC N -.._..._ , Q pj iI1jp/� WELL .. 9Th'JCf� 15'p�x ..._._ _. , i0 9 *0;11),...� r Line(:.._/UST Ins pected.% The N/o/F Suffolk COui :r., Dept. Of Health Services. I WILLIAM PRATT Call 852 .00, 48 Hours'InAdvanos & MIRIAM PRATT 0 To a �... a U �� - '-I,"`w`w►..N, 4 0 i ® -F 10 L6. WLi1 weLL TEST HOLE DATA 0' SEPTIC O BROWN LOAMY SAND a TAN( ( 0 N Lf 2 5' 1\V/o-& LEACHING Pool~( o) PALE BROWN FINE IOW TO COURSE SAND b'd/ T PR a E��y {�-v•,j N p}yl7rlgp�E MINIMUM J!-Yb /I ND••c 60,;.,.I .RUEN FL' OSA F0:,= :' 9 '"' RY,RAND OPTED 1 .E RRIIGG�If$°'TA LAND TITL ( Ar v \\: nico �.' J• NOTES Q� `AND csJi' N Y.S Lic No 50467 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM �, UNAUTHORIZED ALTERATION OR ADDITION EXISTING ELEVATIONS ARE SHOWN THUS: .D = 1 TO THIS SURVEY IS A VIOLATION OF 2. MINIMUM SEPTIC TANK CAPACITIES FORA 8 BEDROOM HOUSE IS 2,000 GALLONS. ' SECTION 7209 OF THE NEW YORK STATE Nathan Taft Corwin III 1 TANK; 10' DIA. 4' LIQUID DEPT .� EDUCATION LAW 3. MINIMUM LEACHING SYSTEM FORA 8 BEDROOM HOUSE IS 600 sq ft SIDEWALL A EAS Ei COPIES OF THIS SURVEY MAP NOT BEARING 2 POOLS; 12' DEEP, 8' dla. � THE LAND SEAL SHALL INKED SEAL OR Land Surveyor L �. Fx„3 EMBOSSED SEAL SHALL NOT BE CONSIDERED PROPOSED 50% FUTURE EXPANSION POOL >cil C D xd, TO BEA VALID TRUE COPY I CERTIFICATIONS INDICATED HEREON SHALL RUN GI. PROPOSED 8; DIA X 12' DEEP LEACHING POOLFri ONLY TO THE PERSON FOR WHOM THE SURVEY am/ S PREPARED,AND ON HIS BEHALF TO THE `� i TELE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout O LENDING INSTITUTION LISTED HEREON,AND co O PROPOSED 2.000 GALLON SEPTIC TANK i NG INSTI- 1 TUTIONE CERTIFICATIONS ARE NOT SIGNEES OF THE (TRANSFERABLE �� PHONE (631)727-2090 Fax (631)727-1727 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD • OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. '.e...- ,. - _ - THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS 5. MAP COMPOSED FROM OFFICES RECORDS _�._-•�� AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P 0 Box 16 Jamesport, New York 11947 Jamesport, New York 11947 33-102 S.C.T.M. NO. DISTRICT: 1000 SECTION: 79 BLOCK: 2 LOT(S):9 / LAND N/F co OF n DEBRA FARON d / (DWELLING) S87•33'20"E 6' WOOD FENCE 3.84 133.22' MON. 01 MON. :1 " El. 30.0 4: a 29,0 e e A ° PROPOSED U.P 116 u[AY Er CI �c�' O~ 68 p' WEL M Q .. p elo1 / STOCK PILE ARPROPOSED EA. EL(30.0) ;; ,);';`29.5'' EL(30.0) 42.5' N I� . i49 4 L.P. PROPOSED ' "• • ' SANITARY SYSTEM ,S,T. EL 28.5 .; UN ,•FODATION;';,` ' EL 28.7 F+W I'�1 L P.I'` o,' LOCATION i.5 N o� PROPOSED CONSTRUCTION 04/06/15 ; o; ENTRANCE & STAGING AREA ,M 7¢p p, �;,• PROPOSEDa 43 IQ • a IOMER I I owuN .■ (DWELLING) PROSILT FENCE GARAGE;•-. P--•- D ASPHALT �My EL 27.9 EL(29.0) "'29.5':` '`:a (700 S.F.) C .. N W MON. R, EL(29.0) PROPOSED'. CI WELL . m vI •11 I N •ROPOSE' i N FI.1 3/4604, ti .WRY '/'•I i• c 0 0 4,Mfl M�.._.._.._.._.._.._._.. ijj Z CONCRETE WASH-OUT I�1 IN BED OF PROPOSED rarTI ____,___". wir k /ClEL 28.3 DRIVEWAY. I LAND N/F 8j.p5, M L 27.2 uMON. tdin \\RI APR - a MI5 . OF HOCKER 3.3'S (DWELLING) 2.8' 8' WIRE DEER FENCE 1.2'SI d 1187'33'20"lf 78.28' I V jjj((( U.P. ----.----------- LAND N/F OF 1G- '-_r1 ''1QRAI-NA E CALCULATIONS: / WILLIAM & MIRIAM PRATT (DWELLING) * 1,825 x 0.166=302.95 < 303cf REQUIRED los., tev ri - - - —_ ?1 _8'OIA ,, 4'_nrrp npywnLLtc1=3.igsf-_PRn1/Inrn- v- _ --- • , A) 'F6ORPRINT W/COVERED PORC)-i =1,825 SQ.FT. N ' ' • B) DRIVEWAY=700 SQ.FT. 700 x 0.166=116.2 < 1 17cf (1) 8'DIA x 3' DEEP DRYWELL= 126cf PROVIDED NORTH TYPICAL DRYWELL CROSS SECTION BA IT/ (CONC. PRECAST COMPONENTS) r 1RW RQ41) BROWN 6'Sue FOR NDN-TRAFFIC BEARING TYPICAL SILT SM LOAMY SAND e^SUB FOR TRAFFIC BEARING HEAVY DUIY SCREEN SECTION APPROVED INLET PIPE CAST IRON FRAME AND APPROVED OUTLET PIPE 2.5' IAN.4'DIA. /-COVER TO GRADE TO EXPANSION RINGS — PITCHED 1/871' •I 4 MIN. 4"D• GEOTEXTILE FABRIC PITMED 1/13%1' % .I ' ® 0 Q E30 ; SUPPORT POSTS PALE ` WOOD OR METAL BROWN FINE o p p o FLOW DIRECTIONTO \ .... ,l SPP COARSE SAND EXCAVATED AND BACKFILLED TRENCH / - EXISTING GROUND -I I I-11 I—I I I-111-1 I I—III D_ ',f LI 11—n -11 I=111n 1111111— 1—III—III—III—III—III—III • IIIIII II111 III—III—III—III -III—III—III—III-111-111-1I �I I I-11 111;I I I=I I I=I I III E. 11 •71111-11111�11111�1111; :II11�11111�1.1I�IIIIr 111�11;1ffiII1i1111�11111�1111: 3' MIN. $ 4• NO WATER COLLAR 2'MINIRiM 17 BACK FILL MATERIAL TO BC l CLEAN SAND AND GRAVEL ` THE WATER SUPPLY, WELLS. DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA: 17,856.63 SQ.FT. or 0.41 ACRES FOUNDATION LOC. 04/06/15 ELEVATION DATUM: UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE'PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: SLIGO CONSTRUCTION CORP.; MAP OF: TRIBOROUGH LAND SERVICES; FILED: EQUITY TRUST CO. as CUSTODIAN FBO PAUL JOSEPH DAVEY IRA; SITUATED AT: BAYVIEW TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORKProfessional Land Surveying and Design 4.14f * 4,100611 P.O. Box 153 Aquebogue, New York 11931 FILE # 14-149 SCALE: 1 ''=30' DATE: OCT. 15, 2014 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert .1. Hennessy & Kenneth M. Woychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 79 BLOCK: 2 LOT(S):9 #R10-13-0032VA i / I DWELLING NO WELLS _ _ _ _ _ OR SEPTIC WITHIN 150 ST ale- 44, it CC 21 / O WELL .r}� ' 24:::) kt / Itu ii, tr / W LP / LAND NAI " CO Q DWELLING DEBRAOF iC FARON d / 411 (DWELLING) I N� W 0 /S8T'3 20"E s'WOOD FENCE 13.11133.22' MON. t 0 x} MON. r- :1 g EL 29.0 EL 30.0 \yJ6 / DWELLING ,,' �� ( 1 0- / S 1 sBO, \ M dQi gBEDROOM _ / \ Lp 1 iT ♦♦♦ SWRARY SYSTEM L 29i// \\. EL 29.7 O 150'-'-0L / `. . ♦ 8'OIAx12'DEEP LEACHING POOL ;:;"29.5 i.:::: 42.5' \ ♦ 1,000 CAL SEPTIC TAN SOR _. 88 I , — O /�■'i� ♦♦♦ 60. t ii'::':'r;;•:f;�'v \- pp LN. / iu O / �� 'EL 28.5 • '1 STY f`RY;i,':;'; 'SLATE RT190• ( h+^I / Al / • DWELLING''.1.5 tV h4i / o';..', ,,..•.,,,,.; t 39.3' Alb i 4o 0. STOOP 0 i",, '',;' II LATE VIAL ZN / ' Fig' I g 51' \\ Qi / �\ 83' I ;; INE WELLING) GARAGE':i. ♦♦• / 1 •.• 29. ,; p NEWAY \. M '•29.3" '•" " W �5� MON I, et 27.9 /`SO EL 29. EL 28.9 ^' \` // �� WELL 10 d N / YYELI / ttarry F+1 1 O4 10;>'"...;.....„....... O^ \ y FI / / CO 0 I _—\__ *,4F1,� ,iT 4.-"�El EL 28.J EL 27.2 EL 27.2 ------ al.,. _ ' MON. .e.d / LAND Of F J.J'S 8'WIRE DEER FENCE VI / PATRICIA A. ROCKER `` '7.3 ' 0^N 78.28° (DWELLING) U.P. /-- LAND N OF DWELLING 11616 / WILLIAM & MIRIAM P.ii / ° (DWELLING) * d /DWELLING WELL d _ . / _- I / _ in O / '/ II/ VACANT 0. I EL 27.2 I CEOME SM LOAMY SAND BROWN ......._ R ` 2.5' ` O WELL PALE � MAY 17 2016 BROWN ,_._. _, _. -_,__— --------� FINE SUFFOLK COUNTY DEPARTMENT OF HE.LTE Vf`60ES SP COARSE APPROVAL OF CONSTRUCTED WORKS FOR :SOGUDTREPTO.LD SAND TO �� A SINGLE FAMILY RESt®ENCS !NpRTOWN Date 1 2 2®16 H.S.Ref.No.R10 1°3®00 J� BAyyl ROAD The sewaca disposal and water supply facilities at this location have bees Inspected end/or certified by this Department or other agencies and found to °`i.—�. - v___-_-______------—___!___ _- _ bo satisfactory FOR A MAXIMUM CF BEDROOMS. SUBJECT TO COVENANTS & R ST}IlcrioNS USER /-�p NO WATER 64/la.1l OL+IJ (A)e. f t eta-}11'1 . 0(p 17' — ® tr",,, � �a �� 1V-�� ` - PAGE Rf1�w i AS SROM ON Walter alter J,filbert, .e C;'lle d ®_�-- ENOUS DSURVEY BY NATHAN ATED APRIL 23 2013 T CORWIN III Office of Wastewater Management . REVISED DRY WELL LOC. & ADD DIMESIONS 10-15-15 .,.._...___,,i FINAL SURVEY 08-31-15 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA TIONS SHOWN ARE FROM FIELD OBSERVATIONS REVISED 07-05-15 AND OR DATA OBTAINED FROM OTHERS. AREA: 17,856.63 SQ.FT. or 0.41 ACRES FOUNDATION LOC. 04/06/15 ELEVATION DATUM: ASSUMED UNAUTHORIZED AL TERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCA TION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICA TED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI TUTION, GUARAN TEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARAN TEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: MARK VUCEMILOVICH; MAP OF: = ALIDA VUCEMILOVICH; • f BEST ABSTRACT, LLC; FILED: - - _ SECURITY TITLE GUARANTEE CORPORATION OF SITUATED AT: BAYVIEW BALTIMORE; TOWN OF: SOUTHOLD - - KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK - Professional Land Surveying and Design a+ P.O. Box 153 Aquebogue, New York 11931 „ (-4..4-..41H/4- PHONE 030298-1588 FAX (831) 298-1588 FILE # 14-149 SCALE: 1 =40 DATE: OCT. 15, 2014 N.Y.S. LISC. NO. 050882 maintaining the records of Robert 1. Hennessy & Kenneth M. Woychuk I I SLIGO-1 OP ID:TL ACORN' DATE(MM1DDnYYY) `,...� CERTIFICATE OF LIABILITY INSURANCE 10/24i2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAOAEC` Timothy B.Derham Inter Insurance Agency PHONE FAX 380 North Broadway,Suite 400 WC.No.Eat):516-3524500 oic.No):516-437-0435 Jericho,NY 11753 ADD Ress:tderham@interinsurance.com Timothy B.Derham INSURER(S)AFFORDING COVERAGE NAIC# INSURERA:KINGSTONE INSURANCE INSURED Sligo Construction,Corp. INSURERS: Paul DaveyINSURER c 145 Bay Hven Lane Southold,NY 11971 INSURER D: INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: j REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR!CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADM SUBR POLICY EFF POLICY EXP LTR INSR VND POLrCY NUMBER (MMIDDIYYYYI (MMIODIYYYY) LIMITS GENERAL LIABILITY ` EACH OCCURRENCE $ 1,000,000 CP5012606 i 06/20/2014 06/20/2015 DAMAGETO RENTED 50,000 A COMMERCIAL GENERAL LIABILITY PREMISES(Ea occurrence) $ CLAIMS-MADE X OCCUR MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER. PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY n Ter fl LOG $ AUTOMOBILE UABILITY COMBBIIN DDISINGLE LIMIT $ 500,000 (EaA ANY AUTO BA8016610 ` 06/16/2014 06/1612015 BODILY INJURY(Per person) $ ALL AUTOS OWNED X SCHEDULED BODILY INJURY(Per accident) $ NON-OWNED PERE ACCIDENT) HIRED AUTOS AUTOS S ) i $ UMBRELLA LIAB _ OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DEO f RETENTION$ $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY TORY LIMITS ER ANY PROPRIETORIPARTNERIEXECUTIVE Y/N N!A E L EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E L DISEASE-EAEMPLOYEE $ dyes.describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS 1 LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space is required) The Town of Southold is listed as certificate holder CERTIFICATE HOLDER CANCELLATION TOWNSOH SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN TOWN OF SOUTHOLD THE WITH THE POLICY PROVISIONS. 54375 ROUTE 25 SOUTHOLD,NY 11971 AUTHORIZED REPRESENTATIVE a ©1988-2010 ACORD CORPORATION. All rights reserved. Ill + . ,y .y,. .H. 7t, ,,r ".,fit +i,V1t: :?"". :?"'r YY -,,,5 .... }�1'4''r 1 ,$•'•.+1� :: I,+}`�",,,, .„i;`•tp,P - "a ,al • ..is t, 1,•�h p , , . „,, , ; ;, rhrF ,, . hY , , re ,� ,., � ,. y�' ""j, •r. i.:n,�w,1"�„!y � �ii+ks, � ruJ, h;,��.aR ,u1i"u, d •'n•�..�%� � '�tt3c,w�. �' ,:',N ' :� ra;'• G'a � xa<<<S a' 8//rrr� .•. vv` .G� ft, > ] ,,�Orr ,, �r :ti / 4ri, �v P c"n .% , .m 1 1,...,�i t'lf,.,`�s .- 4, i?'�`xy'',, `?, i ` 7'3aa.. ,v.?;;?}t : :r.., , Y'' - -,r -e1zii ••- ,.£ i•t. .f:..� ' a�5: : f� t�- � ,..e,,,. ,...d.„,'`€"ems ''ANA, ,.k.. '1%.* ' '., _: 3a r. a- ae'..e'a _.m £ ' .�w°:> -_ rr�s'st:=. z..t,. �,'.` +..s=. .`•Zhna .a r.'n,is°�..#.:.. f. t n,.as v .vca a `L.a /�^•' `�:>, - • le- . , Suffolk County Executive's Office of Consumer Affairs $- '4�'.F. `F '4m50rt `�=_ 4 VETERANS MEMORIAL HIGHWAY * HAUPPAUGE, NEW YORK 11788 Kr =° = ryo i •r'-..,5""a-• t. >4e .I`,sem`-- y ' t,N. 4-*, No 29373-HRy ,, DATE ISSUED: 8/22/2001 - --_ -- ------- -- -- -------- - - AF,‘,.,-4,0.4".„,;4,•;.,�-- - ,'v�+.'`.:=.‹.-t--'„ ,' SUFFOLK COUNT ;sem;.. ....4,&,---::it.- „,,,,,T- ��\1 ,tis1 r ,r - - - - -- - ---- -- -- - r;n This is to certify that PAUL 3 DAVEY `' --,3,4.,:,%' 6 49 N,• z s y�;• a�. ice�� 1: _: {%,• doing business as SI CO STR[JC'UON CORP ,,,,,,',''' ,4 -y4 having furnished the requirements set forth in accordance with anti subject to the provisions of applicable laws, rules ”: 41°4-„.,,. and regulations of the County of Suffolk, State of New York is hereby licensed to conduct business as a HOME ` �,Y r j' '}” IMPROVEMENT CONTRACTOR, in the County of Suffolk. ' r ;:,-,...2.4z.,,Additional Businesses •„� * -._ ,- NYS • :.. ;,: NOT VALID WITh OUT `'`'`� DEPARTMENTAL SEAL � � - `64 A AND A CURRENT -,,04..- - k....7.---4:x4„. ��.- • CONSUMER AFFAIRS AIDS GI J�-4J4. , � Yt=1° ,k` ID CARD ��, r -. « Director r;.4.4 A. rix,.- yam- " Z-1k Fs _s d- • *t:4:....0.5,...4�4a R . + " ' y ,' _� . :f • ' ? < •,:T, , s:• . d .§vt_.n r, v . i....4;•',-,...”, � ,(� : YS{ ywtu� t}, .• �,vi � uyr� r'.Na N. �a� ;�. 5•0 �f:c, , ` , .,.i'\,t ,F r• i� - n iry s. $ry 0 "9x> -•,,-.0.S r_0-4- y .io-s"( ,F.P-.;r'�. `�* v. vd�. � ; .�' 8 * 4 . .$ � , •s � Girs•. y ''+ . 4' J -,:,t, .-4. .l'" .4N ,p. ,l> I' .Ytoa+ ". ;� �•,', 1`4) k'F � ' 4sdae ;v,,, 1"r, akF w ti . it., ' tl •ci, , ,;, , Ng.Qae:a,l. P, ,g4;YAAki 5y4A tIYey467"p,r -.YM1:,wbpp], / 4,,`9 I,� trl/ i'/n�\ t04rkVC:OIreo k r.(p„,,,,N.. ' 4�44, ,,„,t,,, aL ' ` Y ,AY�4 •. da.,i,s : 0.4�lA��4,Y , „e, ,e,..,' .,..,: • � N^'.„ . Y„t.„W„.,�- . 4:°M�l., !,„0 .4",,V 1Y,+,: S': a! , �� ` Tst �,” f ,,Itl�o� s^4r40, lJWit tNi i�'n 1;•-.44.,,744 4moi ? v� P •0, +k:tA\tr �F: .',,, 4r” 4 4i 'le,,1.. t:` !r*. '.. f fF >.-}fA.k4: 4 . • "01 , BG ($i4, "31 � r,-` r9aytiy.V} *1;4 • .,i�Y , esy.Aj'ffil+� '''°:14 Q144• ybk4's`-t,'. M44�.t?=tL' ' !„ '' ''ck;'.. .. s\ye,1* f�ra , 4f,�0 /. k4. Ak ..', 4fF , 1; F .' .%,,f ".4 '.4s?. ` hf, . .,. {a i ..f 'Ad” I: SUFFOLK COUNTY DEPT OF LABOR, LICENSING&CONSUMER AFFAIRS HOME IMPROVEMENT <. +; CONTRACTOR NAYLICENSE PAUL J DAVEY This certifies that the e'er NAME bearer i duly SLIGO CONSTRUCTION CORP licensed by the County of Suffolk `"`"'°N b.r °"°`"`° 29373-H 08/22/2001 cemmiaaknrr EXPIRATION DATE 08/01/2015 I NYSI o New York State Insurance Fund • • Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 Phone.(631)756-4300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A A A A A A 582445685 SLIGO CONSTRUCTION CORP 1145 BAY HAVEN LANE SOUTHOLD NY 11971 POLICYHOLDER CERTIFICATE HOLDER SLIGO CONSTRUCTION CORP TOWN OF SOUTHOLD 1145 BAY HAVEN LANE 54375 ROUTE 25 SOUTHOLD NY 11971 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 1 1353 733-7 441154 04/15/2014 TO 04/15/2015 10/24/2014 THIS IS TO CERTIFY THAT THE POLICYHOLDE NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO.1353 733-7 UNTIL 0415/2015, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, E CEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLL ER'S.REGULAR NEW YORK STATE EMPLOYEES ONLY. IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 04/1512015 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PAUL DAVEY PRESIDENT AND LISA DAVEY VICE PRESIDET OF SLIGO CONSTRUCTION CORP (A TWO PERSON CORP) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND ‘Ct-OLA..1.14,1‘--H4CU DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at bttps://www.nysif.com/cert/certval.asp or by calling(888)875-5790 VALIDATION NUMBER: 1057152207 U-26.3 REScheck Software Version 4.6.0 /I Compliance Certificate ERe- Project NEW ONE STORY DWELLING W/ 1 CAR GARAGE (c,...\—s-r \wELA/,frq,40 Energy Code: 2010 New York Energy Conservation ,:;<p y m Location: Suffolk County, New York '`�' "'�' n n *141 ''avv'i � p —I Construction Type: Single-family c1� *.'4%.---t4( p Project Type: New Construction 02 Conditioned Floor Area: 0 ft2 ` 0°s3946'94 6 Glazing Area $% � PA/Ew ORS Climate Zone: 4 (5750 HDD) Permit,Date: - Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 5950 N. BAYVIEW RD PAUL DAVEY EMMANUEL TEHN-ADDY SOUTHOLD, NY 11971 SLIGO CONSTRUCTION TEHN DESIGN GROUP LLC 1145 BAY HAVEN LANE 125 E.SUNRISE HWY SOUTHOLD, NY 11971 LINDENHURST, NY 11757 .+q •a rx�,= �'s.,.4 r� `', -.atry�t x*�."�1��£tu�3a' "s ,� *-4 '` Hk r5y:.�, 'e v � ,.�� ,_�. .4i. iOttri Compliance Passes using UA trade offs. ._: . .a. . . ._ y..?5 � ., !. Compliance: 13.2%Better Than Code Maximum UA. 273 Your UA: 237 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. Envelope Assemblies Gross Area Glazing' Assembly or Cavity Cont. or Door UA • Perimeter R-Value R-Value U-Factor Wall 1: Wood Frame, 16" o.c. 1,381 13.0 0.0 0.082 101 Window 1: Wood Frame:Double Pane with Low-E 82 0.340 28 Door 1: Glass 24 0.300 7 Door 2: Solid 48 0.300 14 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,426 30.0 0.0 0.033 47 Ceiling 1: Flat Ceiling or Scissor Truss 1,317 38.0 0.0 0.030 ' 40 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 4.6.0 d to comply with the mandatory requirements listed in the REScheck Inspection Checklist. ' ,Vvl V1, �k� � — 03— t13-16 7 Name-Title Signature - Date Project Title: NEW ONE STORY DWELLING W/1 CAR.GARAGE Report date: . 10/21/14 Data filename: M:\DAVEY-14-114 RANCH\DAVEY.rck Page 1 of 1 - REScheck So wade Vere© 4a6o0 Compliance Certificate p col ERE°xi Project NEW ONE STORY DWELLING W/ 1 CAR GARAGE ��P��E►- �� Energy Code: 2010 New York Energy Conservation w •1 ••<i 1- 1 Location: Suffolk County, New York 1'50,a `. >1_1 Construction Type: Single-family N� O �. O 4 Project Type: New Construction -7/`OF94 6 5 Conditioned Floor Area: 0 ft2 tom- Glazing Area 8% \ NEW VO Climate Zone: - 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 5950 N.BAYVIEW RD PAUL DAVEY EMMANUEL TEHN-ADDY SOUTHOLD;NY 11971 SLIGO CONSTRUCTION TERN DESIGN GROUP LLC 1145 BAY HAVEN LANE 125 E.SUNRISE HWY SOUTHOLD,NY 11971 UNDENHURST,NY 11757 - �yy�.r 'r? ;r-�str�� -'As"?' �";' x a -�.`mac -"a_-rm `xes � - fir. :� " :e+' z ,,• .r' ' ': .. � �<.�ar`{.s. '"�;�� r.��'"'��- �.�:�?; „..<Z 7 r�:;�?�#am '�. Compliance: 13.2%Better Than Code Maximum UA: 273 Your UA: 237 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. Envelope Assemblies � ', ,.f ti 3� � myrOSSQred azirtaaagh .444' ~; Assembly *� � oBTW'` Vatue , R Value Doo, �UA t ss w Perimeter �� rlf-Factor ,.a„�,..a-� - t,`�..*. ,.L;,� .rr•+tF4Sw.�:;�+� J..�.�-�.w:.' s .�... wa:.�:.:3� .�vl..a�t.��n .�,... Wall 1:Wood Frame, 16"o.c. 1,381 13.0 0.0 0.082 101 Window 1:Wood Frame:Double Pane with Low-E 82 0.340 28 Door 1:Glass 24 0.300 7 Door 2:Solid 48 • 0.300 14 Floor 1:All-Wood Joist/fruss:Over Unconditioned Space 1,426 30.0 0.0 0.033- 47 Ceiling 1:Flat Ceiling or Scissor Truss 1,317 38.0 0.0 0.030 40 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 buildin• has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version • to ;amply with the mandatory requirements listed in the^ E vkl Inspection Checklist. - � A �"fi` ' fib6/ - NuName-Title Signature } Date e , Project Title: NEW ONE STORY DWELLING W/1 CAR GARAGE Report date: 10/21/14 Data filename: M:\DAVEY-14-114 RANCH\DAVEY.rck Page 1 of 1 • E Scheck So ware Vershon 406.0 rs.- eREDxi4 Compliance CertificateE`�'K Rcti, m Lu \V, c' Y:'3 NEW ONE STORY DWELLING W/ 1 CAR GARAGE ` o '99465 Energy Code: 2010 New York Energy Conservation \^� OFNEw Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 8% Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 5950 N.BAYVIEW RD PAUL DAVEY EMMANUEL TEHN-ADDY SOUTHOLD, NY 11971 SLIGO CONSTRUCTION TERN DESIGN GROUP LLC 1145 BAY HAVEN LANE 125 E.SUNRISE HWY SOUTHOLD,NY 11971 LINDENHURST,NY 11757 : .�„-c`_ °. ,�,.y,�,r�r�ei%�"P.. . . ? s"LC. �i* -'�^e' _� <�wv-.'Pg,_ ,s �." .'��z. �.-:� .�,�,: kms'-k$4'z's":.}" GO Ila Ge :$g '.. . 9 ra =O : 32� za % € r•' 5 3 a .�... .�.m .�_"�. '.• ^. .. 't ��at3 ::.` -.T`-_.. -: ,Sa. Compliance: 13.2%Better Than Code Maximum UA: 273 Your UA: 237 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. Envelope Assemblies �,,: at� , GrassAre�ate, � � azlhg` ;:.-a-t `� � ,« a :: i R Value�R'U'a ue +o5r Door,, rUA A,. , U-Factor Wall 1:Wood Frame, 16"o.c. 1,381 13.0 0.0 0.082 101 Window 1:Wood Frame:Double Pane with Low-E 82 0.340 28 Door 1:Glass 24 0.300 7 Door 2:Solid 48 0.300 14 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,426 30.0 0.0 0.033 47 Ceiling 1:Flat Ceiling or Scissor Truss 1,317 38.0 0.0 0.030 40 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 buildi g has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.6 r .nd to comply with the mandatory requirements listed in the REScheck Inspection Checklistj� - `YVIWl tj /a6//Cf Name-Title Signatu - Date e ' Project Title: NEW ONE STORY DWELLING W/1 CAR GARAGE Report date: 10/21/14 Data filename: M:\DAVEY 14-114 RANCH\DAVEY.rck Page 1 of 1 DO NOT PROCEED WITH FFD R/!,r.1ING UNTIL SURVEY OF FOUNDATION LOCATION —_ ia§ moi. '�""'°16'`i e4t€� `" r _ �� / HAS BEEN APPROVED. -`� .�� I 4' _ �-+i,�..J.#�/ 1111 I�.f Y`t v, 1_� %1/+ �'' �/ O 411, ir .." —____ __---A —____ _____ ________ ii r` Ei;ILfaln; ^{ T;,'r_I�!T AT NOTE: � � ry AP9 TC) FoR TH OCCUPANCY OR THIS PROJECT SHALL COMPLY WITH THE s al:'iDAT;;', TWO RLO1.!!REJ USE IS U[�!LAWFUL. MECHANICAL GODS OF NY. STATE, �� N �� "?R F'C�J ?ED GG?1cTL /� /� ,� /� Z r; �fIG.I F�,..f." I1LUP.� , WITHOUT CERTIFICATE 11 N 5 GHAh'ItRS 12 THROUGH 2 _� �� I;.I:;I#f.n,�l�;r�! THE PLUMBING CODE OF NY. STATE, C, / `� / / rGHAh'IECTtR5 25 THROUGH 32. / L#,.1_ GG\i. TFiUCT, .,# UST FOCCUPANCY THE ELECTRICAL CODE OF NY. STATE, 5 ``4111./ `` /// / GHAhTtRS 33 THROUGH 42. � � � �/ �� a '; r`� COMPLETE '� A n PE GC�t�!F'LE i•E FOR G.O. AL1_ GGNST UGTiOP# SHALL P,.IEL T THE RE 1:.!SULATIi'#T S GF THF CODES G NEV, YGR;< STATE. NGT r E ;G'�SI LE FOR PLU.".!SER CERTIFICAT!'>"`y NOTE �� DESIGN GR CGr''.�TRUCTION ER 1G3 ONLE�4D.CONTENTBEFC�R� 5 - Now NOTE: / � CERTIFICATE OF OCCUPANC'' THE PROPOSED DWELLING HA5 BEEN TO THE BEST OF MY KNOWLEDGE,BELIEF AND ; � . , . ,D; ,s_.� . PROFESSIONAL JUDGEMENT,THESE PLANS AND/ DESIGNED TO BE IN CONFORMANCE WITH THE � �� W �" i- t ALL CODES OF SOLDER USED IN WATER YJ�I< ST r L TOWN CODES SUPPI.'YSYSTEMCANNOT 2010 RESIDENTIAL CODE OF NEW YORK. o ��"_'�9:� r TH S 010 ENERGY S ARE IN ATION C COMPLIANCE WITH % :. EQ U I R E D A?'� ��'B� EXC+': D 2110 OF 1%LEAD. 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WOYGHUK ' DWG NO LAND SURVEYOR " – AQUEBOGUE,N.Y. 11931 DATED: OCTOBER 15, 1014 Ft ' „„„„„„„„„„,„„„„„„„......./...,..........,,,,,,„2„„„„„„, , , S.G.T.M# 1000-141-2-1 illme.w IIFPJI dl 1 F CRICKET RI I I ...\...• - 1 _ CEDAR IMPRESSIONS I Q Q NN CONTINUOUS RIDGE VENT E HEIGHT _.%,,_I ,--%, RIDGROOF OVER ROOF JI 2"x 6" RIDGE- CONTINUOUS RIDGE VENT II l 2"x 6" R.R ® 16" O.G. 12 I II 1/2" PLYWOOD SHEATHING CONTINUOUS RIDGE VENT 8V #I5 FELT ASPHALT SHINGLES A5 SELECTED BY OWNER ASPHALT ..4� Alb. CRICKET PSPHAL PROVIDE VENTING IN ROOF OVER ROOF SHINGLES ASPHALT 11 A, „ EM._ 12- SHINGLE SHINGLES � �� O �► ` �8 ICE SHIELD �■=``=/ �$11.11111�� \�' I■I��O ICE SHIELD ICE SHIELD �_ '. _ _ , Imp- ICE SHIELD �� i�mr ��L ► �� 12 406. 12 �- - �� ■■■ �_ -8— .dI■11■►. 8 �M■�� -■� - �' iiimmir ill■■■■�. � -- �� _�_ ��■■■1■11�� 111■■■1■1— GLC. HT GLC. 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HT -� - - 1111■1111■111■■11■1!1■�1■111■M11 - _ 1■_1■111■_111 1•■11■111■■11■IIIG"■1 = = 1■11•�1■ I■■ CEDAR IMPRESSIONS■■■■1■11■■■■1■1 ■ 1111, ,,. ,., T 1■1■11■■■■1■11■ ■■■1■11■■■■1■■1■■■ I■ = _ ■1■■■■1■111• �- � 111 ■■1■11�■■1 •11■■■1■111■■■1■11►■ _ _ ■■1.1�■1 �_ 1111, 1111. .., m e • I■�1■111■�111 FM CEDAR IMPRESSIONS ICI = = 1■11•�1II N��AIi�INilAli�l�ii�AI�INi�AAl1 - - 1.1..1■■■■1■11■ ■■■ ■M ■■I■ _ ■■ _ ■1■■■■1■111 4I 4 ■■III ■■■■■■■■■■ammo itmom 1m More- -p,.. 1111•■■I■11NI■■1 1111 N\I■■■1■111■■■1■111■ = 111111 = ■■1.1.■1 �, Q %VINYL SIDING �, ■111 MI -■m MIMI !M _ _ !■iM11 11■ME111 1M!'11■111■■11■111■■I _ _ 1■11•ii111 a 36 RAILING■IN MIN■ 1 W■im �SIM _Willi mum! NIL mr. ..milmoormemismom!I - .��■ 1■1■�■1 nnummui 1111 ��■■■1 X11■■■1 X11■ = ■■■ - ■.t�1�■1 - 1-1- EM NON-STRUCTURAL.. - =�.1.M1= !� a ��W�� W�� - z I - ■� CULTURE STACK STONE�CT�■mom is . ■ T�■��- --�� 01 -'---I _i_ Em- :■�_� - -- .�� -- -s m!, -- -S - �m--■-� - ��--■-��-- --■-m�--■- FIN. FL ® 3 .O� - Ily _ • 1111 - - \ \ FIN. FL ® 33.0 0 —■=--■=---■---�■! .. ■� o— �n�■_� ��■EE I.Miair 111161M11.11014111.1-• - - - - =MllLilr1=NIMILIIIIIAMI=MIMIIIjMrrLIMIII.LILMAMII=MIIIIMIMIMIIMMMWWM / 4• . • •. • __, 4- - • Q "' :_I e a 1111 nU _ :_1. c+ SEAL • 4 I I I I I ; NOTE IZ., I I IL�� I ISL-�� I I :u P�P��E :c)ir � ALL LUMBER THAT COMES IN CONTACT WITH cziI I I I I * g� • ?,md I6 x 8 GONG FOOTING I-sr Ir6J , ! ->CONCRETE SHALL BE A.G.Q. LUMBER. `" m4" x 4" POST ANCHORED ONc �/iii it r if. /i/iiriiii rrriiiiiiiiiiiiiiiiiiiiiiriiiir iiriiii4 I I I I I I I I I I 10" ' SONO TUBE BELOW GRADE �� 9 �` G \_6 5_� " 1 FIN. FL - - - - L AND 4"-61 ABOVE GRADE �A L Lr I6 x 8 GONG FOOTING LJ I6 x 8 GONG FOOTING N %' F 01'205E17 FRONT ELEVATION POPOSEP MI vt 4T SI17! ELEVATION 1/4". I'- O" 1- m I Fil Kin Lila (-1 1- 1 1 1 I N CRICKET CONTINUOUS RIDGE VENT RIDGE HEIGHT -\-- RIDGE HEIGHT (() CONTINUOUS RIDGE VENT %ASPHALT 12 12 SHINGLES 8 ASPHALT 87 SHINGLES r D v 1 - IGE SHIELD IGE SHIELD Y uJ 0 G \ LC. HT Q m CV �. Li_ _ / \ j VINYL SIDING VINYL SIDINGI `p 36" RAILING VINYL SIDING i IA :c) EMI 0 10 = D — L - III W ,_: W ) litt \FIN\FL 33.0 _ 10111# _ - OCs } Z (1) I--II < o zw II L � � �• _ AVG. GRADE ® 29.5 -L- II . AVG. GRADE ® 29.3 \ GRADE O n I I 1 -�� t!1 to - J ILI--�JJI _ ILL— —1� I I I I I U . ; NOTE I I I I I • ' • I I _L CONCRETEALL ER THAT SHALL BE COMES•QNLUUrMBE. WITH I I I I 4"x 4"POST ANCHORED ON I I I 16" x 8" GONG FOOTING T 6 0 lr i I I I I IVO SONO TUBE BELOW GRADE I I I I _ l p� j ' AND 4-6ABOVE GRADE -1 O �, „rrrr,,,,,,,,,,,,,,,,,,,,„r,,,f,,,,,,,,,,,,,,,,,,,,,;,� ” "I I I I I I I I 0 z o I- Z. O p— f— - 16" x 5" GONG FOOTING L_1 LJ I6" x 8" GONG FOOTING �- O PROPOSE!, BEAR ELEVATIONQ I 1/4"= I'- 0" 1P OPOSE LEFT SIVE ELEVATION o ° 'U 1- 1- 0 a I 1/4"= I'- 0" 1- 0 O O Lu 11.1 z _ � N � Z : --1CZU1 � I � O0c1) dl— QO DWG NO I All ii- Tali S 60•TeM A I 000-71-2 q 4'�MINUMMENI7 SYMBOLLG1�1, NOTEI S.c.T.M# I000-��-2-� I. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND POSTS ABOVE. mil NEW CONSTRUCTION DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND STAIR WELL OPENING. Ing TO BE REMOVED 2. ALL STRUCTURAL COL'S THAT SUPPORT ANY HEADERS / 62I-0" L.V.L., GIRDERS, ETG. SHALL BE SUPPORTED DOWN TO mmiimmillm EXIST'G STRUCTURE FOUNDATION, FIG'S, AND OTHER STRUCTURAL NEW CONCRETE GIRDERS OR HEADERS AS NECESSARY. 14'-q" e'-O" 3. ALL PLYWOOD SHEATHING SHALL BE CONTINUOUS �' / _ 23'-l0" / l0'-3° / FROM SILL PLATE TO TOP OF TOP PLATE BEHIND ANY 4" x 4" POST ANCHORED ON �� DESIGNATES DETAIL VIEW SECONDARY ROOF SYSTEMS, GARAGES, OR COVERED SONO TUBE BELOW GRADE / �— DESIGNATES SHEET NUMBER PORCH'S. (ETC) AND 4"-6" ABOVE GRADE X- # f' NOTE: ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,./.6.,,,,,,,,,,...4 CLOTHES DRYER VENTING NOTE % SMOKE DETECTOR 4 0 DRYER TO BE VENTED TO THE EXTERIOR ,.CARBON MANOXIDE DETECTOR DESIGNATES SECTION VIEW I A WALL OF DWELLING AND SHALL COMPLY TO BE HARDWIRED (2) 2"x 8" HDR 4 WITH RMI502. INTERCONNECTED ;t..- — A '4" 1 /////////ii/ii//l///,27.7/,,i/1/2//7/d///1/42.1 rr DESIGNATES SHEET NUMBER I'u. XJ "'I Lim 2" x 8" NAILE •R, ILVER LINE 2.30 SLIDER '.ILVER LINE 2.30 SLIDER Noml 3'-b" _ 8"GONG. FOUNDATION W/�L W// - "� NOTE � I I;�, I I I ib" x 8" GONG. FTG. iLl ALL LUMBER THAT COMES IN CONTACT WITH I Im I I I NOTE: I'-4" II'-5" I'-4" 12'-I" " Ni Z DOUBLE ALL FLOOR JOISTS I I w Lk CONCRETE SHALL BE A.G.Q. LUMBER. i N T ; UNDER PARTITIONS ABOVE. v /.././,,://,,,///////////iiiirrr//7/./72,7,-/././///////////////////,,,i r -' \ HANDRAIL ; DOUBLE ALL FLOOR JOISTS O b TT Zci OAND TRIMMERS AROUND `° R-30 INSULA ION IN FL.JTS \ / STAIR WELL OPENING. VS- ® �A,y m ul ., I \ / l.n UP 'jai/.,: „o;,•:Z.,/./-..:,./'/.,ir%,%,1 X tri I CELLAR q I ~ ~ U O �, 0 [f - - I� - � .HOLD® k • m g 8'-O"GL6. HT. g i :o _=\ 12I-0" ' \\\L G. H OJr G.M. J 7 0 . §I 1 i2I k 7 _ I I'-4.. 0 - N0 NEW "1/OR SAE CT I GAL OU I =MINTS : �, i 0 / 8'-I" �, 8'-I" �, 8'-I" I �, 18'_1" �' 1 8'-I" �. 8'-I" / lu ELECTRICAL WORK WILL COMPLY WITH THE RESIDENTIAL CODE 01= NEW YORK STATE 2010 L o IY CHAPTER 33 THROUGH 42 r 3- 2" x 12"GIRDER r 3- 2" x 12" GIRD R I- 3 2" 12" GIRDER r r 3- 2" x 12' GIRDER O SEA 3- 2" x 12" 61RDER I- 9-}- - - I O I -I r - I e -�— - - I - - -h� tr j ER et, N L — J L — J L — J L — J I — J cr �G\ vELN �'4 cv Q ii o ENERGY STAR LABELED HOMES I 24" x 24" X 12" * �P • �_ TF V I GONG FIG (TYP) '- yZ m HI 3" STEEL COLUMN' •'S,. - Q GUI DEL I NES UNEXCAVATED . o rk . �i � o '1 4"GONG.SLAB OVER BACKFILL .S w 9J " COOLING EQUIPMENT A/C 14 SEER/I2 EER �n q I I 9 (MINIMUM) HEAT PUMP 14 SEER/I2 EER 8.5 HSPF 0 MATERIAL @45SG COMPACTION. in CZ = 4 6 �' / p - 0 8I v R-30 INSULATION IN FL. JT5 9 v 0 \NEwvc'"`,` COOLING EQUIPMENT ENERGY STAR QUALIFIED GAS FURNACE q0 AFUE;OR D` • / /m ® m \= ul o p (MINIMUM) ENERGY STAR QUALIFIED GAS OR OIL BOILER 85 AFUE;OR x ENERGY STAR QUALIFIED 85 HSPF HEAT PUMP;OR / r+ O x 1 x \ • OIL FURNACE 85 AFUE A,, x-I m ii m} m J i J u- R-Iq INSULATION — u - u THERMOSTAT ENERGY STAR LABELED PROGRAMMABLE RUN PERPENDICULAR ►• i OVER G.J. I•*••� ,-A I I DUCTWORK LEAKAGE MAXIMUM: 6 GFM25/100 SQ. FT.OF CONDITIONED FLOOR AREA, 0 • • -.6.010b CEILING JOISTS %o�� i ��e0 INSULATION MINIMUM: R-8 IN UNCONDITIONED SPACES Fe• • :• • i • .-• I�•i•i!•�••i••� i�ii,�i•�' I 20'-8' h,1•❖.••,..,-o••• .�•�• 4di B- 3 /, 2b'-0° ENVELOPE LEAKAGE 5 AGH50 MAXIMUM;COMPLETED THERMAL BYPASS CHECKLIST 1!P•ii ='ii•�•i'6,•ii•POP HOID DN, X40:i:i0�i010:0i°:0i0:r I Q I (n ��•i X011$4044. FLAT CEILINGS(MINIMUM) R-38(R-30 WITH RAISED HEEL TRUSS OR EQUIVALENT) R-Iq INSULATION It �.��•-:::-,1 I � \ �� L � J Cl BETWEEN CEILING JOISTS ' L J r VAULTED CEILINGS(MINIMUM) R-30 (LIMITED TO 500 sc{.ft.OF CEILING AREA) 2-2" x 4" TOP PLATE ,��:!II il \I ` ? I- -� I �` '31 WALLS(MINIMUM) R-13 HoLI/2" GYP BD. D Di HOLD DN. 4 I lir HOLD DN. r- HOLD DN, FLOOR(MINIMUM) R-Iq11 ® I I NOTE• m STUDS 5'-7" 1/13" A5 PER N.Y.S RESIDENTIAL BUILDING CODE CHAPTER 14:BASEMENT OR CRAWLSPAGE WALLS(MINIMUM) R-IO CONTINUOUS OR R-13 CAVITY CLOTHES DRYER VENTING NOTE �- I SECTION MI401.3 SIZING:DRYERTOBEVENTEDTOTHEEXTERIORI6-II HEATING AND GooLIN6 EQUIPMENT SHALL BE SIZED SLAB EDGE(MINIMUM) R-10 FOR 2 Ftti MINIMUMBASED ON HALL OF DWELLING AND SHALL COMPLY I I I I ACCORDANCE WIITH ACCA MANUAL NG LOADS J. IN WINDOWS(MAXIMUM) U-FACTOR WINDOWS<35 AND ANY SHGS;SKYLIGHTS 1.60 AND < ANY WITH RMI502. SHGG I I I LJ WATER HEATER EF (MINIMUM) GAS OR OIL: 40 GAL=0.61/50 GAL=.5q/15 6AL=054 (TYP) ATTIC INSULATION =TAIL. OR: INSTANTANEOUS WATER HEATER OR INDIRECT-FIRED STORAGE TANK WITH nts •/ 2'-4" / 8'-O" 2'-4" •/ 20'-0" 2q'-4" m o BOILER / 12'-8" / 4q'-4" w LIGHTING AND APPLIANCES 500 kWh OR 650 WI SAVINGS REQUIRED FOR ALL NYESLH — ELECTRICAL kWh SAVINGS I RST MECHANICAL VENTILATION AUTOMATICALLY CONTROLLED MECHANICAL VENTILATION SHALL BE INSTALLEDA'-� - PROPOSED FOUNDATION TI OI PLA �L ACCORDING TO NYESLH TECHNICAL SPECIFICATIONS I � NT ® T I ®N� I/4"- I'- 0" / 4 m COMBUSTION SAFETY TESTING REQUIRED FOR ALL NYESLH (SEE NYESLH TECHNICAL SPECIFICATIONS) ../ "SIMPSON' HDQB QE %\•.. "SIMPSON'PHD5 I��. 2-Ibd COMMON II�' . .NAILS® b"OG. 2-16d COMMONSIMPSON _X05' CONNC'ION DTAI � 2'x6" R.R. ® I6" O.G.FORFULL LENGTHow NAILS® b"O.G. STHDI4RJdIr 8" OFSTUDFORFULLLENGTFf : 12'BEARING ON CONCRETE L ii- OF STUD 3-IOd COMMON 11 WALL STUD Ie _ r ��_ � I:. � OAC K — V tritikil 1:.....e..1 BLOCKING® NOTE 2"x6" DECKING DECORATIVE MOLDING I K - 2 }BLOCKING® FILLER I�iI b-Sd GOMMION5/8"A.B.® 45"O.G.WITH ENDWALL Op, L " ' W_ } WALL.LUMBER THAT COMES IN CONTACT WITH HEADER A5 _ 113"X3"X I/4' PLATE WASHER -� I;aGONiGRETE SHALL BE A.G.Q. LUMBER. NOTED ON PLANS - 2-2 x10 HEADERr 14-Ibd COMMON NAILS �1� } _ Ct U) 6-8d GOMMION(BEAM)Wi - 2"x6"SILL PLATE /� ° � ) //r//r/,%////r/////////////////////////////////////////7/I/ll////�,1 P --I _c n \ > .I c INE#41i .�° tO(di. 4 FILLER STRIP 3-IOd COMMON PORCH COL. TO H . t p - a• ILI4111, z„ ,�— CONCRETE WALL \� �I° REBAR • -a` 'Ii. a a� °. SIMPSONASTRONG-TIE ROOF CONNECTION o a.. 14-I6d COMMON NAILS ill_ m ' 5/8'0 THREADED ROD EMBEDDED a ANCHOR (POST) 3 1/2" FOR HOLD-DOWN ANCHOR 12 I/2' INTO CONCRETE q_!!!limit POSTING AS NOTED 2"x 6"FLOOR JTS® Ib" O.G. ,y ' BOLT SPECIFICATION ON PLAN PORCH COL.'S TO HDR. " 5/8"X12"ATR ANCHOR 2-2 x 8 HEADER MIN.55"EMBEDMENT (� \\' CP'--e\-\. \. 12 MAX12" MAX CONNECTOR , SET IN ACRYLIC TIE + y �� y �r'�I 4"x 4"P05T ANCHORED ON �' ADHESIVE(AT) III /,� I b' MINI 6" MIN] 14-Ibd COMMON NAILS �/ 10 4>x 36" FIG. BELOW GRADE z ❑ II (BEAM) `%" AND 4"-6" ABOVE GRADE —1 Gp P L I- 8 C .11��: • �/ V El A "SIMPSON" \ • \ • �0C 4" x 4" POST ANCHORED IN 0 6-5d GOMMION Z z O' Fe z • • ^�:� 8" x36" FTG. BELOW GRADE AB POST BASE BY SIMPSON r `l 2-I6d COMMON II STHDI4RJ . ��.� O j _ AND 4"-6" ABOVE GRADE —1 0 N N NAILS @ 6'O,C. lik FOR FULL LENGTH 1.:.. � N N {- ORIM JOIST OF STUDf� m 7" I 12"BEARING ON \ \ I 4 I1.°: HALL STUD >p %� SIMPSON STRONG-TIE6-Sd COMMION 1�nn 14-Ibd COMMON NAILS AGER AB POST BASE BY SIMPSON v w II ,� "1HORBOLT36'O.C.FOR2 STORY (POST) PORCH DET,41L TO HR. Q i-- ZPOST W/ FT . CONNCTION ZI'-O" 3-q" "SIMPSON"HDQB QR _ < i_ ° ' "SIMPSON'PHD6 "AIJGHOR BOLT® 72"O.G.FOR I STORY i v .I °. a .1. 2-16d COMMON i"ANCHOR BOLT® 57'O.G.FOR SLAB ON GRADE Ili NAILS® b"O.G. (y FOUNDATION ANGHO A E DETAIL °° FOR FULL LENGTH }'ANIGHOR BOLT® 23"O.G.FOR 2 STORY 111•°' OF STUD 1'ANIGHOR BOLT® 46"O.G.FOR I STORY °��!�� O ° ° \`�� 2 xb DECKING DECORATIVE MOLDING �- F- a 41SII. // ONE#4 Q --f - PLAN �1° / j1.1 , " Simpson 5tF Ofl T1e ��►�►�! I— • PLAN VIEN a o . a REBAR OR ANCHOR BOLT® 36 O.G.FOR SLAB ON GRADE 2"xb" DECKING v 'O'nn (AS PER WFGM TABLE 3.2G) {'I a 4 �' I.MIN..1'EMBEDMENT INTO CONCRETE ABS g- =� 2" x 6" FLOOR JTS® I6"O.G. �i�{ lj j z V $ N i"ANCHOR BOLT® 36"O.G.FOR 1-3 STORIES 111))0. _ _ _'' •40.101N0/7W/3"SQUARE WASHERS AND END NUT 5E11 P / 1'I■,I11�I �,�I�� 6-Sd GOMMION O z v Q I° i'1 ��►a►�►_ i � (Y -1 LY � QI.MIN.1" EMBEDMENT INTO CONCRETE °,I 4‘,,°1; 1�4� W ` O ~ Ow/3" SQUARE WASHERS AND END NUT SETUP e a2.ANIGHOR NOTEDHEREINARENOTTOBEUSED FOR , I/2° LAG.BOLT 3-IOd COMMON 2.ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR \��FD� 1 a ORREPLACEDBYHOLDDOWNSFORSHEARWALLS4, @ 24"O.C. FILLER STRIP �' DWG NO OR REPLACED BY HOLD DOWNS FOR SHEARWALLS , °aIII I 161 3. I -ANCHOR BOLT IS TO BE LOCATED BETWEEN 6"MIN. 3p / \��3p"\�`\� 3.I - ANCHOR BOLT 15 TO BE LOCATED BETWEEN 6"MIN. •'<; ,,.�e�•,., me S �1 TO 12 "MAX.FROM ENDS OR CORNERS N. TO 12 ' MAX.FROM ENDS OR CORNERSN •/� I 7/8"4'THREADED ROD EMBEDDED ��NN��I�IU 5/8"ANCHOR BOLT i , 4.GONG.BLOCK TO BE FILLED SOLID® ANCHOR BOLTS. 4.CONG.BLOCK TO BE FILLED SOLID 0 ANCHOR BOLTS. IDEGO R / •ANY ROOF PITCH 7:12 OR GREATER CONSTITUTES AN ADDITIONAL STORY 12 1/2 INTO CONCRETE ® 4 0.G.(TWO STORY HOUSE) PORCH GOL 5 TO HDR. FLJ TO DWELLING CONNECTOR —111 , & w / 621-0" -0 / 2" X 6" RIDGE NOTE! 5'70" 1 u 1 n I n l u n I ''-4" II-3 4-8 14-3 8-I Ai / / / / / / 2" X 6" R.R. @ I6 O.G. � I. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND • )( 211 X 4" POSTS ABOVE. 2 - 2" X 8" HDR. ; DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND STAIR WELL OPENING. 2" X 4" 19 16" O.G. % 2. ALL STRUCTURAL COL'S THAT SUPPORT ANY HEADERS M 71111‘1 2 - 2" X 6" % L.Y.L., GIRDERS,ETC. SHALL BE SUPPORTED DOWN TO fA ' FOUNDATION, FIG'S, AND OTHER STRUCTURAL 4 �' TURNED DOWN POST r r r•1�r�+ C GIRDERS OR HEADERS A5 NECESSARY. / SHOD HEAD — iiiMA MMMT,'\ DECO COL. 3. ALL PLYWOOD SHEATHING SHALL BE CONTINUOUS FROM SILL PLATE TO TOP OF TOP PLATE, BEHIND ANY 2" x b" DECKING 12"OVERHANG SECONDARY ROOF SYSTEMS, GARAGES, OR COVERED A © 0 ®. O, a PORCH'S. (ETC) \ I , ft • / BEAD BOARD OR EQUAL j (2) 2 x 10 HDR aD 7, /r////////r/////// ii%//////////////////////////////////,iii /i/r/// i///r//r/7/////I \ �.- (2) 2" x 10" NOR �2) 2" 8" HDRI 2 x % DR ■ ■ " /\ 3-6 / - - ON {S}�G. I g - J L — 7 / O'-4" / IS'-6° / / \ ;�, OG.M. 1 REF kb \ I DET. / \ m 12'-4" ® � �, 10'-0" / M.V. / SYMBOL. E 9 y HANDRAILI A a. d I`� X S _ MASTER BEDROOM / \ �' I VAULT LINE N m BATH 125 GFM r- „ u� I I �,, 31-0II ,I. - SEAT • 8-O CLG.HT <4.2 // I fI I - — ' O O ';-0" o � / _ NEW CONSTRUCTION 2" x 8" R m — - UFO TO BE REMOI \ I �? ,r) a� , \\• 13— _ i7 I N I NC ROOM o I 2 I _ y ° x o A\'/ - N�� II'-0" GL6 .HT k q Q I I KITCHEN M.V. 1 5'-0" N o.\�/ EXIST'S STRUCTURE �� \ TRUE VALLEY/VAULTED GL6 ® O '' 111-0"GL6 .HT = / +/ - zo = I I 125 GFNi��4 OM' \t\/ 2"x 8'® 16'OL. NEW CONCRETE 12'-O" Q/�d\ / N 0 I I 4'-O'Jr ---� BATH GL /4\ sD' / ROOF RAFTERS- DESIGNATES DETAIL VIEW TA I L G-5 N.T.S L T — 1 / /<--- DESISNATES SHEET NUMBER 2" x 8" ® 16" O.G. yA� 51-0" / / n� X_ # 4 /4\ PORTICO DETAIL TYP. � CEILING JOISTS � �\ ;-- � � 1i_. LIN � � 2- I 3/4" x 4 1/2"LVA ` 3 / d "� - �� :� DESISNATES SECTION VIEW v W 2"x8"® Ib"O.G. _w— z 1 _ I N ROOF RAFTERS / I = g HAL o GL CL �' �� z s ELEG. \ _,, 0 N R G / g>g I m--I 8'-0"GL6. HT I�GIS S � \\ , z / f DESIGNATES SHEET NUMBER LIAj l'l E i`uI 7' z 4-T 4-T x =� O 4 GONG SLAB /// - - - - 20-GFM. DOOR 7.; -i 14'-2' �� I. � GL N CL 4 5/8" TYPE "X" GYP. BD. T. Vii. ��• - -�- N ON HALLS AND CEILINGS / - SEE ROOF PLAN ON SHEET 4 OF 5 _ _ �- /� / /�\ \ SEA _ // 1 I\ /ISI ROOM GL ` DOUBLE CEILING \ C H}�OLDCOIY`41�1 GONEGTIO�I �EREp v• Q O xi 1 L X Irl M �4� DG ATTIJOISCS AROUNDCESS \ SLGOI�l17 1 LOOK ATTACHMENT Q��'��L N.k�'��' ATTIC ACCESS v 0- ZNI e / LL II'-O"GL .HT I EeG. \ i O N OPT I ON5J �- N \Q / N \ I TRUE VALLEY/VAULTED GL6 I ,n s D. \ .0 L.L. Z m s?/ I / _ _� BEDROOM s ,L\'/ I 0 ®Qi .5'-0"GL6.HT 9 , o\�/ - J I U ® \ „ x_ `t nil " SIMPSONH008 OR _ ;�( cJ I .� SIMPSON GMSTGI6 "SIMPSON"PHD6 IA I "9� L VAULT LINE T J BEDROOM \ cv v _ 12"BEARING ON ( ' / VAULT o �\�� J 2-Ibd COMMON , O \ HALL STUD NAILS®6 O.G. • ,-.,... ��` "� 20-O" �; 2' C' X w x 11 2 Ibd COMMON 4 6 5 `�1\�j/ I� I` — I N v N 8-0 GL6.HT \'si NAILS®6 O G. F., I ' FOR FULL OF STUD LENGTH NEW N'OO" 01 i . IN• / B— he 15 A I 4 I � ,p / al I ,,7 1 (2) 2" x 12" HDR \ / W m I ,�__ 2'x 10 r• \ M I BLOCKING®/ _ m = I III' �/ ENDWALLOR ��_ _ ' - ® © ® © r6 \ :_ I _ 2 2" x b" HDR 2 2" x 8" HDR \ `� I ' BENpWA NG® �,i1v , L �_/ --r (2) 2" x 12" CONT HDR /,A o o Ix I -''� )\- 0* N (I.r I`/I/ I •'OOF OVERHANG - .x____/_ 40. 12 OVERHANG ;/ GONGI STOOP--jii cv ��' 1 r'� TURNED DOWN POST � ! N ; NOTE.�— ATTIC ACCESS MUST BE BACKED IIII ll G-3 2-2"x 8"HDR WITH R-10 RIGID INSULATION. 2-Ibd COMMON1411 "SIMPSON" HDQB QR1- T ";., ////rir7/77,2,iiiliiiii7,7//7i//,.7//i/i77,7iiiiiiiir�ii,1 NAILS06"O.G. "51MPSON" PHDb ,I (�FOR FULL LENGTHOF STuo m� '/ (1 2-4 / 5-0 / 2-4 / 7-11 / 4-3 / 2-4 / 4-2 / 13-4 / 6-10 / p 1- I II 1 11 1 11 1 " 1 11 I II I " I " I " (1 / 12'-8" / 20'-0" / 24'-4" / f 62'-0" m / I NOTE! NOTE! NOTE: A ATTIC ACCESS MUST BE BACKED i SMOKE DETECTOR d 4 ALL EXTERIOR HALLS BEHIND TUBS i ARBON MANOXIDE DETECTOR 2- 13/4" X 4 I/2" LVL RIDGE (� SHOWERS SHALL BE INSULATED WITH R-10 RIGID INSULATION. CONTINUOUS RIDGE VENT PROPOSE!, �OO R PLAN FINISHED WITH GYP BD. BEFORE ;//////ii// i//////iiiii/iio r //////%, ilii ri„rrai.,ri„I TO BE HARDWIRED r Q INSTALLATION OF FIXTURES. d INTERCONNECTED I/4"= I'- 0” ////J7J�////////),# /d/IMFAV//AM%/AY'/I1%AI /2"/i//////.i////////'v/7//1//i7/i//,i/ii7ir00 I- 2"x 4" COLLAR TIES ® Ib” O.G. 111 2- 1 3/4" X 4 1/2" LVL RIDGE 2" x 8" R.R @ 16" O.G. INSTALL GAS FIREPLACE AS PER CONTINUOUS RIDGE VENT 1/2" PLYWOOD SHEATHING 1 "� MANUFACTURERS SPECIFICATIONS. 2"x 4" COLLAR TIES @ Ib" O.G. #15 FELT O �` CO MUST PROVIDE INSTALLATION 01 ,. N MANUAL ON SITE FOR BUILDING 2" x 5" R.R @ 16" O.G. li ASPHALT SHINGLES (A5 SELECTED BY OWNER) �\ INSPECTOR TO REVIEW 1/2" PLYWOOD SHEATHING �� i #15 FELT � 2- 13/4" x 4 I/2" HIP RAFTER . ASPHALT SHINGLES (A5 SELECTED BY OWNER) I2 \\2"x8" CEILINGJOISTS@ 16" O.0 \ 8 2"x8" CEILINGJOISTS@ 16" O.6 12 uri •. �•.• .•• •• •• \ r.•. •!•t1 ••. . ttt •A �8 D — — �• �� r••• ete a ••A Diet 0-1 U- } - 410hhithh, 5555• 12" O.H. �••• •• •411.1 ••. ••• •• •• _•••a .5555•• � 55•• 5555•• 3" CONTINUOUS SOFFIT VENT •��4!` II i . W•.....•..•. •. ...•..:••.•..�e� - II II II II II II II II II II II I II ,e.�.; al 2- 2"x 4" TOP PLATE ; :\ :•. II II II II II II II II II II II II I II II •41.44,, z I� II IIII II II II �I ''II II II II .• • to ..r11.•-•- 2"x `5/ DOUBLE LAYER OF � � �_ U U u U U U U LJ U U U I I I \ • m 0 Z R-I1 INSULATION - 2"x 4° STUDS ® 16" O.G. RUN PERPENDICULAR , ` RAFTER TIES "" Z O Z H/ 1/2" GYP BD Y____ 2- 2 x 4 TOP PLATE = UJ I/2" PLYWOOD SHEATHING2"x 4" STUDS ® I6" O.G. -0/ DOUBLE LAYER of RAFTER TIES Q /- 1U o VAPOR BARRIER1 \ 1/2" PLYWOOD SHEATHING R-13 INSULATION W/ R-I1 INSULATION 3/8" SHELTER WRAP E.P.S. BOARD 1/2'GYPSUM BOARD. Q RUN PERPENDICULAR J VINYL SIDING (AS SELECTED BY OWNER) R-I3 INSULATION W/ o " VAPOR BARRIER = W/1/2"GYP BD LIVING ROOM 1 3/8 SHELTER WRAP E.P.S. BOARD I 3/4" x q 1/2" TJI FLOOR JOISTS ® Ib' O.G. I/2" GYPSUM BOARD. II'-0" GL6 .HT — GL VINYL SIDING (A5 SELECTED BY OWNER) LIVING ROOM DINING ROOM 3/4" SUB FLOOR GLUED AND NAILED �_'I 13/4" x 1 1/2" TJI FLOOR JOISTS ® I6' O.G. 11LO" GL6 .HT P i 6 Z _— 3/4" SUB FLOOR GLUED AND NAILED - O I USE A MINIMUM OF GARAGE FLOOR 2" x 10" RIM JOIST ----.51._ FIRESTOPS z Q 0_ -, _ TWO Sd NAILS THIS SIDE OF TRU55. �►- _ ma_ xx} �x � TOTAL 41N8o TRUSS. I •• GARAGE FLOOR 6 66666 I 1— O : `• O �4 e 1Si. D •• GRAIN/0:y, RBRIDGING J• w -I SILL SEALER — SILL SEALER GRADE TERMITE SHIELD 3- T x 12" GIRDER W II C TERMITE SHIELD R-30 INSULATION ANCHOR BOLTS I/2" DIA x 8" LONG ® 8' oc MAX Q Q ~ Z -� - 5 ANCHOR BOLTS 1/2" DIA x 8" LONG @ 8' oc MAX 2- 2"x 6" ACO SILL m R-30 INSULATION Z 2"x 6" ACG SILL • CELLAR — �— CELLAR O O 2" x 4" SILL PLATE 8'-O"GL6.HT. 5-0" 2 - 8d NAILS ,�_ DAMP PROOFING Q DAMP PROOFING 3" GL6.HT. - INTO PLATES �� 8 GONG FOUNDATION 24" x4" FILLED 12" GONGSOLID FTG. F- 1- I-- 8" Q -6 5 -8d NAILS I6"x 8" CONCRETE FOOTING GONG 16"x 8 CONCRETE FOOTING (TYP) • In �u Z O INTO STUD Simpson Strong-fie 7 I z HT Z Z lu - _ ., . .� , . • • • • • • • . a� O cn o RAFTER TIE • NOTE: U • . L ,�. DOUBLE ALL FLOOR JOISTS I I DNS NO I • UNDER PARTITIONS ABOVE. Simpson Strong-noZ NTS• °A+� DOUBLE ALL FLOOR JOISTS 1 SGT I o�1 VI $ 6 .. ANDTRIMMERS w P�N�iN�° KW" 4 SECTION VI IIIU 5.G.T.1v# 1000-lq-2-q 1/4"= I'- O" +i-- FLOOR JOISTS RAMvI I N C,ETA11.5 LEAVE 1/16" - 3/16" GAP, 5" THRU ROOF SEE DRAIN, HASTE VENT NOTE: 114 ABOVE ROOF WOOD I-J IST NAIL TO RECOMMENDATIONS DOUBLE HEADER RECOMMENDATIONS MATERIALS FOR DRAIN,HASTE VENT SHALL JOIST WEB /� BACKER BLOCK FROM EACH 2't �� METAL JOIST INSTALLED TIGHT SIDE / EQ I COMPLY WITH TABLE P3002.1 DRAIN,HASTE d 4" HANGER TOPFLANGEOF Ae /TABLE P3111.3 SIZE OF COMBINATION WASTE d EXISTINGVENT PIPE. sFILLER BLOCK EQ. �/ STACK WOOD I-JOIST ' lir( " )10�� OO S H UL 10 ii iØi IGHT FIT I I2" 2" NUMBER DOOR SIZE DOOR TYPE AMT. IFILLER PANEL, WEB STIFFENER II I `�/ �� IF NECESSARY \�11`� 1I I/4 I I/2 3' 3" 11/4' 0 3068 SWING EXTERIOR 2 `/' __.„,,,o-os _ I I/4 WEB STIFFENER/EACH %: LEAVE I/Ib 3/16 GAP, _ I I I/2"1 I I/2"1 © 3068 SWING 3/4 HR. S.C.F.P. I \� FOR JOIST STABILITY REQUIRED �� HOOD I-JOIST �N11r SEREGOMMENDATIONS HANGER COMPATIBILITY, A 2668 SHINS (INTERIOR) 3 OR JOIST REACTION) BEARING WALL ABOVE Li ilp Li gip I A 2068 SHINS (INTERIOR) 16 BEARING WALL BELOW - F I RST FLOOR I--'J A 6068 SLIDER (EXTERIOR) I 1� T I L. I 2" 2" 3 5.. A bolo O.H. GARAGE DOOR I TA I � 0. 2 2 G.o. TO }MOODI—JOI-JOIST f•I P TML N.T.S. i !lam STIFP151=4 DETAILS N.T.S. .. IAI N IAI WOOD I-JOIST 2„ SYMBOL R. O. DIM. WINDOW MODEL STYLE AMT. %slIPpri 2" x 6° SQUASH BLOGkS DOUBLE-HEADER I- O* 3'-2 1/8" x 4'-8 1/8" * ANDERSEN 3046 D.H. 4 SOLID WOOD III/2 ® 2'-8 I/8" x 4'-8 7/8" ANDERSEN 2646 D.H. 3 BLOCK FILLER BACKER BLOCK INSTALLED P.A.I.- © 3'-0 1/8" x 3'-0 1/8" ANDERSEN 210210 D.H. I \O TIGHT TO BOTTOM OF TOP FLANGE. �' • �� ® 2'-4 1/5" x 2'-0 5/8 ANDERSEN A251 AWNING 1 \1�/I �� • .� �� WASHING G.O. I ��4 ,• .Il' � BASEMENT MACHINE CO 1'-11 1/8" x 1'-6 5/8" ANDERSEN AFFH 8006 ARCH 1 'U ' 3-O" x 2-O" SILVER LINE 3020 SLIDER 4 ' II G.O. • 7 _ _ _I kl i, 4" G.I. HOUSE TRAP IN ,, * WINDOWS MEET EGRESS REQUIRMENTS (SEE CARPENTRY NOTES) kit N ** THIS WINDOW MUST BE TEMPERED SAFETY GLASS . \ WOOD STAIR z -IT w/ STL COVER � ./ \hiiIi CARRIAGE O I. PROVIDE ATLEAST (I) WINDOW (OR DOOR) IN EACH HABITABLE SPACE FOR EMERGENCY \�,� �`�/// METAL FRAMING ANCHORill 4" G.I. ESCAPE. IN CONFORMANCE WITH N.Y.S. CODE SEG. R3I0 MIN OPENING OF 5.1 SQ. FEET `�� AT EACH SIDE. U>J ( 5.0 SQ. FEET @ GRADE LEVEL WHEN GRADE TO SILL IS LESS THAN 44" OR LESS) W/ ( (Y }''� MINIMUM NET HEIGHT 24" AND MINIMUM NET WIDTH OF 20" ( OPERATION W/O NEED �r` DETA I L. RI SES i7 I A AM FOR TOOLS) BOTTOM OF OPENING @ 44" MAXIMUM A.F.F. 3/4" RIM JOIST i� 2. ALL WINDOWS MUST BE ANDERSEN - 400 SERIES GDT PLYWOOD EXT.GRAINGRHORIZONTALDE \�\l SEAL N.T.S 3. ALL WINDOWS MUST HAVE A U-VALUE OF .35 OR LESS. INSTALL W/ FACE 1 STAI}�L GIPS =AIL N.T.S. �G�STERE� // QZ PN�ELNkq.0 WATER SUPPLY 4 DISTRIBUTION NOTE: 0 4/ * �_ 1, C21,_ I.SERVICE FOR NEW BATHROOM WILL BE TAKEN iiIrii. - ` 4, (...__ _FROM THE EXISTING WAI tR SERVICE. HOOD I-JOIST AS RIM �I114411-4111111 2. HATER DISTRIBUTION PIPING 4 FITTING SHALL // JOIST, NAILED TO TOP PLATE / / - �9 ' 1� T 4 COMPLY WITH R.C.O.N.Y.S.TABLE P2404.5 WATER �`�__ BELOW W/ 8d NAILS 6" O.G. r / � 4 g 5 / / j �N YOFDISTRIBUTION,FOR MATERIALS 8 TABLE P2904.6 N 4 PIPE FITTINGS,FOR MAItRIALS. 0 \11 WEB STIFFENER EACH SIDE �/ / IF NECESSARY. / / /` .11 \,' Ill reAl � I-I/4 TIMBERSTRAND LSL ��11 OR TJ-STRAND RIM BOARD .A WOOD I-JOIST �\1l 4 , i,!TA I L. BEARING HALL BELOW `7- CANT. DCTAIL N.T.S. PETPETA IL. 0 NM JOIST DETAIL N.T.S.La ,..„„ ,I i1 PLACE JOISTS TOGETHER (1 AND NAIL FROM EACH SIDE 1- FILLER BLOCKING %, WITH 2 ROWS OF IOd NAILS @ 12" OG CLINCHED WHEN POSSIBLE. N CORNERHCP PIPLATE CORNER PLATE HCP HIP FULL LENGTH OF JOIST 14Nr,-------- . STAGGER ROWS FROM OPPOSITE ,� li'' .. : . SIDES BY b". • m \ / N / • �,��ll 0 11 \\ // , i,,, to o \ / DETAIL r W \\ � // POOLE JOIST GONBTRIJGTION N.T.S. 0 � ~ \ N S s�/ a\// m -'>/�"-Z+\ \�\°/ 9/ \ 1.'/ �4,\ y/a\ / ,p9\ / If 1 I- '� \ RIDGE SUPPORT / Di _ 1" 2"x 8"® Ib"O.G. \ 2- 13/4" X 9 1/2" LVL RIDGE CONTINUOUS RIDGE VENT / 2"x b"® 16"0.C. t' _ . ROOF RAFTERS HRC CONNECTOR—seED HRC.CONNECTOR ROOF RAFTERS 111 )2 in // \ (] z � SIMPSON L-60(2) @ EA.SIDE o z / \ w OF— Li / `)'i O 111 z ../..N // 1r - - (3) 1 3/4" x 1/4" LVL - - - �\SII %, t1� co J „, ,,,,,,, ,,,, 4'--/ I `� / \ CI I ;� fi <'yo O d DE \i/ ZS, < .\// \/ 71) II- %s\ a / X a�\/ \v9 \ A i'\/ _ ()/ o \? \ —i 16 0 / / x \ N !� IL / / N \ \ -2.11-1 01 II / I / 2"x V@ I6"O.G. 2'x b'to lb"O.G. \ I \ Q 1- w = / ROOF RAFTERS ROOF RAFTERS \ Z / \- Z KI N CORNER PLATE CORNER HIP O O Di .1- HCP HIP 1- v Q I PO!OSE17 ROOF PLAN u, z 0 , z �1 DHS NO 192OP S.G.T.M.* 1000-74-2—q 1....... 6 SPLICING OF TOP PLATE GENERAL NOTES CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GENERAL FASTENING SCHEDULE [REFER TO TABLE R301.2(I)OF THE RESIDENTIAL CODE OF NEW YORK STATE] RESIDENTIAL CODE OF NEW YORK STATE .TOP PLATE SPLICE LENGTH TOP PLATE SPLICE REQUIERMENTS TOP PLATE SPLICE REQUIERMENTS GENERAL: HIND SUBJECT TO DAMAGE FROMAIR FOR WIND - EXPOSURES BdG - FOR WIND-EXPOSURES NC- GROUND SEISMIC DESIGN WINTER UNDI RLHAYLMENT FLOOD FREEZING 83012.1.1 DESIGN CRITERIA. CONSTRUCTION IN REGIONS WHERE THE BASIC ALL OTHER CASES ONE STORY SLAB ON GRADE I. NO WORK 15 TO START UNTIL A PERMIT 15 OBTAINED FROM THE BUILDING SNOW LOAD CATEGORY FROST LINE DESIGN TEMP HAZARD SPEED (MPH) WEATHERING �PTM° TERMITE DECAY REQUIRED INDEX WIND SPEEDS FROM FIGURE R301.2 (4) EQUAL OR EXCEED 110 MILES PER HOUR DEPARTMENT. 2. ALL WORK SHALL CONFORM TO N.Y.S., AND LOCAL BLD. CODES 45 PSF 110 mph G SEVERE 3 i-ECT MODERATE SLIGHT TO 11° YES N.A. SqQ (ITi.I km/h)SHALL BE DESIGNED IN ACCORDANCE WITH ONE OF THE FOLLOWING. E3UILDIN6 MINIMUM SPLICE BUILDING MINIMUM SPLICE TO HEAVY MODERATE DIMENSION(It) LENGTH(Ft) DIMENSION(ft) LENGTH(ft) 3. ALL UNNOTED OR NONVISIBLE EASEMENTS OR CONDITIONS WHICH SHALL ARISE I.PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH AMERICAN FORREST 12'-0' 2-0" 12-0" 3'-0" DURING THE COURSE OF CONSTRUCTION THAT DISAGREES WITH THAT INDICATED AND PAPER ASSOCIATION(AF1PA)-HOOD FRAME CONSTRUCTION ON THESE PLANS SHALL CAUSE THE CONTRACTOR TO STOP WORK AND NOTIFY TABLE R301.6 MANUAL FOR ONE AND THO FAMILY DWFI I (NGS(WFGM); Ib'-o` 3'-0" I6'-0" 4'-0" THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS 20'-0" 4'-0" 20'-0" 5'-0" CONTINUE TO WORK HE WILL THEN ASSUME ALL RESPONSIBILITY AND LIABILITY STRUCTURAL MEMBER ALLOWABLE iii/-iii�� ARISING THEREFROM. [REFER TO TABLE R301.4 OF THE RESIDENTIAL CODE OF NEW YORK STATEi DEFLECTION � ', / 24'-0' 4'-0" 24'-0" 6'-0" 4. NO DEVIATIONS OR CHANGES TO ANY PART OF THESE PLANS SHALL BE MADE UNLESS RAFTERS HAVING SLOPES GREATER THAN 8 L/180 / �I USE LIVE LOAD DEAD LOAD WITH NO FINISHED CEILING ATTACHED TO 28-0• 5'-0" 28_0• 1'-0" FIRST APPROVED BY THE ARCHITECT, ENGINEER AND BUILDING DEPARTMENT. EXTERIOR BALCONIES 60 psf 10 psf RAFTERS ��,,//� ��/ 5. DRY WELLS A5 REQUIRED BY STATE AND LOGIN_ GODES. INTERIOR WALLS AND PARITIONS H/180 ��i�� i✓ ` I 32'-0' 6'-0" 321-0° 8'-0. 40 psf 10 psf r I � / DECKS P O � I�i , b. ALL DIMENSIONS HEREIN ARE APPROXIMATE. NOT TO BE SCALED AND ARE SUBJECT 50 psf A5 PER PLAN FLOORS AND PLASTERED CEILINGS V36 - � `�/ ,° 36'-0' 1'-O" 36'-0" 9'-0" TO REVISION AS PER ACTUAL FIELD CONDITIONS. THE DISCRETION OF THE OWNER, PASSENGER VEHICLE GARAGESP ALL OTHER STRUCTURAL MEMBERS 1/240 V.�� * * � Vs I TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE AND A5 DIRECTED AND/OR APPROVED BY THE ARCHITECT OR ENGINEER. ATTICS WITHOUT STORAGE(ROOF BELOW 3 PITCH) 10 psf 10 psf Wr8;. � `�"` CONNECTIONS USING 2-16d NAILS PER FOOT,FOR SHOR1tK SPLICE . EXTERIOR HALLS WITH PLASTER OR \ ► 01 LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 401-0" 8'-0" 40-0 11'-0" 1. OWNER/ CONTRACTOR ARE RESPONSIBLE TO OBTAIN INSPECTIONS,APPROVALS, ATTICS WITH STORAGE(ROOF BELOW 3 PITCH) 20 psf 10 psf STUCCO FINISH H/360 �`` PROVIDE AN EQUIVALENT NUMBER OF NAILS CERTIFICATES,CERTIFICATE OF OCCUPANCY/COMPLETION AND U.L. APPROVAL. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 10 psf EXTERIOR WALLS--WIND LOADS a WITH / 50'-0" 1o'-0" 5O'-O" 13'-0" PLANS 15 THE PROPERTY OF TEHN DESIGN GROUP LLC.. AND 15 SLEEPING ROOMS 3o f 10 psf BRITTLE FINISHES L/240 �i, ®INTERIOR ZONE 2 TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED IN S. THIS SET OFL P6° EXPDSUER B 60'-0" 12'-0' 60'-0" I6'-0" psf sf 10 psf EXTERIOR WALLS--WIND LOADS a WITH ®PERIMETER ZONE 3 TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL FOR THE ONE PROJECT NOTED HEREIN ONLY (EVEN IF THIS PROJECT 15 NOT STAIRS P FLEXIBLE FIN1511:0 VI20 10'-0' 14LO" 10'-0" 19'-O' CONSTRUCTED).THE PLANS SHALL NOT BE ALTERED,REPRODUCED OR USED IN ANY WAY GUARDRAILS AND HANDRAILS 200 psf 10 psf HEIGHTS FOR OTHER WALL HEIGHTS,H THE TABULATED UNIT WITHOUT WRITTEN PERMISSION OR COMPENSATION OF TEHN DESIGN GROUP LLC. R.A. 12 psf FOR NOTE: L = SPAN LENGTH H = SPAN HEIGHT. NOTE: - GABLE WALL LATERAL LOADS SHALL BE MULTIPLIED BY W8 80'-0" I6'-0" 80'-0" 22'-0" ROOF LOADING(LIVE = GROUND SNOW LOAD ATTIC 45° (EDGE ZONE) 4 TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL 1. THE ARCHITECT OR ENGINEER 15 NOT RETAINED FOR SUPERVISION OF WORK AND ADJUSTMENTS A5 PER TABLE 83015 OF THE 45psf 15 psf FOR I.FOR GABLE ROOFS 10°TO PIXIES 15 RESPONSIBLE FOR DESIGN INTENT ONLY. RESIDENTIAL CODE OF NEW YORK STATE) GATIi a.THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN A5 0.1 TIMES THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE 2.SEE FASTENING SCHEDULE A FOR NAILING 10. ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TO BE DEFECTIVE SHALL BE OF THE DETERMINING DEFLECTION LIMITS HEREIN. IN EA.ZONE BE REMEDIED AT ONCE REGARDLESS OF ANY PREVIOUS INSPECTIONS. II. CONTRACTOR SHALL BE FAMILIAR WITH THE CURRENT GENERAL REQUIREMENTS OF RAPPING SCHEDULE A ALL STANDARD AND SPECIALTY SYSTEMS /MATERIALS USED WITHIN THIS NOTE: THIS SCHEDULE STRADPPING NOT INCLUDE NAILING FOR METAL FRAMING STRAPS TOOBE FOLLOWED. THIS PROJECT WITH THE MOST STRINGENT RECOMMENDATIONS /REQUIREMENTSSECTION FOR ROUGH OPENING FRAMING REQUIREMENTS)(� 4 SECTION FOR STRAPPING AND REQUIREMENTS. NAILING AND STRAPPING **ALL STRAPPING TO BE 11" x lb GAUGE 5TL ** 12. IT 15 THE INTENT OF THESE PLANS TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED ALL NAILING 15 A GENERAL SPECIFICATION IT APPLIES UNLESS NOTED OTHERWISE "SIMPSON" EQUIVALENT - G5IbZ (COILED STRAP) L 0..- z CONSTRUCTION. HOWEVER FIELD CONDITIONS MAY ARISE DURING CONSTRUCTION 12" MIN. BEARING L/3 L/3 THAT MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED. ROOF CEILING FRAMINGI Hill - 13. ANY AND ALL DISCREPANCIES TO BE REPORTED TO ENGINEER. RAFTER TO TGP PLATE(TOE-NAIL) SEE DETAIL PER RAFTER 14. WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION R701 AND INSULATION CEILING JOIST TO TOP PLATE(TOE-NAIL) SEE DETAIL PER JOIST AT RAFTER TO RIDGE CONNECTION ® EACH I I CZ SHALL BE IN AGCCORDANGE WITH SECTION 8316• NO NOTCHES D 15. INTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R102 AND CEILING JOIST TO PARALLEL RAFTER(FACE-NAIL) SEE DETAIL EACH LAP I D/b MAX. -PERMITTEDFOR STRAP- 3 Sd COMMON NAILS® EA.END OF STRAPSEAL EXTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION 8103 CEILING J015T LAPS OVER PARTITIONS(PAGE-NAIL, 2-Ibd COMMON EACH LAP ►_�A FOR NOTED GOLLAR/CLG TIE- 3 ILS COMMON NAILS RAP ,..... . IS. THIS PROJECT COMPLIES W/THE 2010 RESIDENTIAL CODE OF N.Y.S. AND COLLAR TIE TO RAFTER(PACE-NAIL) SEE DETAIL PER TIE I I D/6 MAX. G\STERDMECHANICAL SYSTEM COMPLIES GHAN I tR 12 TIHROUGH 23, QC ��EL N '9'p PLUMBING SYSTEM COMPLIES CHAP]tR 24 THROUGH CHAPTER 32, BLOCKING TO RAI-1tR(TOE-NAIL) 2-8d COMMON EACH END � r 12 *LSI' P �)< Oy ELECTRICAL SYSTEM COMPLIES CHAPTER 33 THROUGH CHAP I tR 42 RIM BOARD TO RAFTER(END-NAIL) 2-Ibd COMMON EACH END IIIr• WALL FRAMING " SIMP50N STRONGTIEHI I �r * Fs „ FLOOR J015T-CENTER GUT 4 o CARPENTRY: COLLAR TIE �_ AT RAFTER TO TOP PLATE TO STUD CONNECTION, ® Ib O.G. D/4 MAX. C l n - TOP PLATE TO TOP PLAT(FACE-NAIL) 2-Ibd COMMON PER FOOT .. "� FOR STRAP- 3 8 d COMMON NAILS 0 EA.END OF STRAP }'� 'i ° '-k, - I. ALL LUMBER SHALL BE D.F. #2 OR BETTER UNLESS OTHERWISE NOTED (U.O.N.) �1,\ _:� i" FOR TOENAILIN6- 3 8 d COMMON NAILS ► �� TOP PLATES AT INTERSECTIONS(PAGE-NAIL) 4-Ibd COMMON JOIST-EA.SIDE hd'i I I,• 1 I _,•_ 4 6 5 2. ALL LUMBER TO BE A MINIMUM OF 5" ABOVE FINISHED GRADE. (U.O.N.) STUD TO STUD(PAGE-NAIL) 2-I6d COMMON 24'O.G. ALTERNATE ,1,a FOR GJ.TO RR-. } a Ibd COMMON NAILS(FOR 8 PITCH)lb d COMMON NAILS(FOR 5 PITCH) D 1 N riYc�` 3. SILLS TO BE FLASHED (TERMITE SHIELD) W/SILL SEAL. SILL TO BE A.G.Q. HOOD HEADER TO HEADER(FACE-NAIL) Ibd COMMON lb"O.0 ALONG EDGES CEILING TIE _ FOR CL OF EA.PLATE TO PLATFORM ABOVE- I Ibd COMMON NAILS 0 lb"D.G. 2- 2" x 5" U.O.N. TOP OF BOTTOM PLATE TO STUD(END-NAIL) 2-Ibd COMMON PER STUD D/3 MAX. 4. ALL JOISTS HANGERS TO BE "TECO" OR EQUAL, FULL SIZE. BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, 5. DOUBLE HEADERS AND TRIMMERS ABOUT ALL OPENINGS. (U.O.N.) END JOIST,OR BLOCKING(FACE-NAIL) 2-Ibd COMMON PER FOOT III 111---ii b. DOUBLE JOISTS UNDER PARALLEL PARTITIONS, POSTS,AND BATH TUBS. N.O.N) FLOOR FRAMING i II: F AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION 0 lb"O.G. 1. ALL BEAMS, GIRDERS, HEADERS, ETC. TO HAVE A MINIMUM OF 4" BEARING. JOIST TO SILL TOP PLATE OR GIRDER(TOE-NAIL) 4-8d COMMON PER JOIST �, SUPPORT (ONLY APPLIGIABLE FOR TWO STORY CONFIGURATIONS): MAX.D FROM FLOOR JOIST-END GUTS S. ALL WINDOWS TO BE IN CONFORMANCE W/ATTACHED ENERGY STATEMENT W/ BRIDGING TO JOIST(TOE-NAIL) 2-Bd COMMON EACH END il=■ �� 1 I FOR STRAP- 3 8 d COMMON NAILS 0 EA.END OF STRAP --0--.--MODELS NUMBERS ON PLANS. BLOCKING TO JOIST(TOE-NAIL) 2-8d COMMON EACH END �� FOR OF EA.PLATE TO PLATFORM ABOVE 4 0 CL OF EA.PLATE TO BLOCKING TO SILL OR TOP PLATE(TOE NAIL) 3-Ibd COMMON EACH BLOCK ALTERNATEPLATFORM BELOW- I Ib d COMMON NAILS o lb"O.G. i g. PROVIDE ATLEAST(I) WINDOW (OR DOOR) IN EACH HABITABLE SPACE FOR EMERGENCY1- ESCAPE. IN CONFORMANCE WITH N.Y.S. CODE SEG. R3I0 MIN OPENING OF 5.1 SQ. FEET LEADGER STRIP TO BEAM(PAGE-NAIL) 3-I6d COMMON EACH JOIST CONFIGURATION D ( 5.0 50. FEET o GRADE LEVEL WHEN GRADE TO SILL IS LESS THAN 44" OR LESS) W/ JOIST TO LEADGER TO BEAM(TOE-NAIL) 3-84 COMMON PER JOIST _ -"hi piiii- 1 ipii---. MINIMUM NET HEIGHT 24" AND MINIMUM NET WIDTH OF 20" (OPERATION W/O NEED - m D/3 MAX. 1 FOR TOOLS) BOTTOM OF OPENING © 44" MAXIMUM A.F.F. BAND JOIST TO JOIST(END-NAIL) 3-Ibd COMMON PER JOIST '� _ AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(5)CONNECTION ® I6"O.G. N ill 10. EXTERIOR WINDOWS ARE TO BE DESIGNED IN ACCORDANCE WITH SECTION R613. BAND JOIST TO 51LLL OR TOP PLATE(TOE-NAIL) 2-I6d COMMON PER FOOT �_ INI- ALL GLAZING SHALL COMPLY WITH SECTION 8308. ROOF SHEATHING ►1� N FOR STRAP- 3 8 d COMMON NAILS o EA.END OF STRAP "-' " FOR CL OF EA.PLATE TO PLATFORM BELOW- III N II. STAIRWAYS SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS R3I1.5 TO R311.5.1 STRUCTURAL PANELS: (C,LL GRAPHICABOVE) M' �� I d COMMON NAILS 0 lb"D.G. RAFTER CEILING JOISTS INTERIOR ZONE 8d COMMON 12"O.C. „ ((� ......) 12. MOISTURE VAPOR BARRIER 15 TO BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE PERIMETER ZONE 8d COMMON 6"O.G. IN a INSULATION IN ALL FRAMED WALLS, FLOORS, ROOF AND CEILINGS COMPRISING GABLE WALL EDGE ZONE 8d COMMON 4"OG. ELEMENTS OF THE BUILDING THERMAL ENVELOPE IN ACCORDANCE WITH SECTION NI102. CEILING SHEATHING "SIMPSON"LTP4 D/3 MAX. .4 13. ASPHALT SHINGLES ARE TO BE INSTALLED IN ACCORDANCE WITH SECTION R105.2. (OR EQUAL) 0# ‘14GYPSUM WALLBOARD 5d COOLERS 11"EDGE/10'FIELD ELEGTRIGAL: WALL SHEATHINC'� jill i ci)I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TO THE STRUCTURAL PANELS 8d COMMON b"EDGE/12" FIELD2 IN.MIN.FROM TOPI co RESIDENTIAL CODE SECTIONS FOR ELECTRICAL CODE OF NEW YORK STATE. GYPSUM WALLBOARD 5d COOLERS 1"EDGE/10'FIELD TYPICAL CS TION AND BOTTOM OF JOIST 1� t- o 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON COMPLETION FLOOR SHEATHING (SUBFLOOR) I PIPE OR CONDUIT Vi- OF WORK. D(ACTUAL DEP114) 3. ELECTRICAL WIRING AND EQUIPMENT TO COMPLY W/CHAP I RS 33-42 STRUCTURAL PANFI 5 d) Lij LI I"OR LESS 8d COMMON 6"EDGE/12"FIELD 0 AND LOCAL BUILDING DEPARTMENT. GREATER THAN I" 10d COMMON 6"EDGE/6"FIELD GUTTING DRILLING AND NOTCHING DETAIL ..-_,4. SMOKE DETECTION AS PER N.Y.S. CODE SECTION 8313. ** I-MAX WALL HEIGHT FOR 110/120 MPH ZONE,EXPOSURE B 4 SPACING 0 16"O.C. 15 14 OF JOISTS to SMOKE DETECTORS SHALL BE INTERCONNECTED AND HARD WIRED. FEET: SEE PLAN FOR ADDITIONAL SPECIFICATION IF APPLICABLE 5. EXHAUST FOR THE CLOTHES DRYER SHALL BE IN ACCORDANCE WITH SECTION RMI502 6. THE EXISTING ELECTRICAL SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF PROPOSED ADDITION. IF NOT, SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. FOUNDATIONS, CONCRETE AND MASONARY: NAILING 4 STRAPPING @ EXTERIOR I1INDONDOOR HEADER TABLE 8301.2.1.2 I. ALL FOOTINGS TO BEAR UPON FIRM,VIRGIN,UNDISTURBED SOIL. HIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE iin t 2. 501E ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF (I)TON /SQ. FOOT. FOR HOOD STRUCTURAL PANELS apF4 a z r 3. FOOTINGS TO REST A MIN 3'-0" BELOW GRAPE. U.O.N. STEP FOOTINGS 0 1:2 RATIO NO - _ )- (I' RISE MAX) `_ ; L)1 Z FASTENER SPACING �I FASTENING SCHEDULE B ALL STAIRS, HANDRAILS g } Tw 4. WALLS TO BE POURED CONCRETE OF SIZE AND REINFORCEMENT SHOWN ON I,I� RAILINGS SHALL COMPLY Z � ~ PLANS. (U.O.N.) • FASTENER 4 foot 6 foot 1 ;� z g TYPE Panel span < panel span <panel span I � ROUGH OPENING FRAMING REQUIEREMENTS FOR WINDOW OPENINGS W/ RGNYS SEG. R-311 TOP PLATES 5. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL FIRST TIER OF < 4 foot <b Foot <5 Foot A QI �/44d! 1`� -- [IN AGGORDANGE WIT}(klOOp FRAME /I/l(/1/ /l/ll 1/// // // /// 1 _ FRAMING OR PROPER BRACING 15 IN PLACE. I �%! CONSTRUCTION MANUAL 2001 POTION? 0 W 1U b. FOOTINGS TO BE OF POURED CONCRETE OF SIZE SHOWN ON PLANS. 2Y2" #6 �� a" (I\;; NOTATION ��MAX. :1° z 1. ALL OPENINGS FOR G5 FLUES,UTILITIES, ETC. TO BE FILLED SOLID WITH CONCRETE. Wood screws 16 12" ROUGH A B C D E F DIA. 40 PERCENT ALL GIRDERS WITH BEAM POCKETS ARE TO BE STEEL SHIMMED W/ 1/2" SPACE ® OPNI' OF STUD DEPTH SIDES AND ENDS. U.O.N. 2Y2" #8 12" B E 2"-0" 2 I-2"X 4" 1 1 1 1 w I ,. 8. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH 0 25 DAYS OF Wood screws 16" 16" C v 3pOO P.S.I. ALL EXTERIOR MATERIALS TO BE AIR-ENTRAINED. 4°-0" 4 1-2'x 4" 2 2 2 2 Q 3,500 P.S.I. GARAGE SLAB/ EXPOSED SLAB ON GRADE /POURED STEPS. 2 2"X 4' [Y 5/8"MIN.TO EDGE 6 9 - 1. CONCRETE SLABS TO REST UPON MINIMUM b" OF FINE GRAVEL OR SAND WITH a.This table Is based on 110 ll winds speeds and a 33 foot mean roof height. Iw P 9 6-0 b -az- 3 3 3 3 m 1 b.Fasteners shall be installed at opposite ends of the wood structural panel. F 1-2" 2"X 4" a�z v HARDWOOD OR STEEL HANDRAIL illilll 5/8"MIN.TD EDGE ZMINIMUM EMIL. POLY. V.B. (0 OCCUPIED SPACE) AND WITH REQUIRED INSULATION. c. Nails shall be IOd common or 12d box nails. 8'-0" 8 TORT 3 3 3 3 ' -d.Where screws are attached to maso or mason /stucco,the shall be Zo X i W/ 11/2 MIN. FINGER DLR. AND NOTZ10. ALL SLABS ABUTTING FRAMING FLASHED A5 DETAILED IN PLANS. an "� y \ 1-2 x b p NOTCH MUST NOT r' O Q-- attached utilizin vibration-resistant anchors havin a minimum ultimate TO PROJECT MORE THAN 4.5withdrawal c aci of 490 9 `Illi 10'-0' 10 2-2'X 6" 4 4 4 4 O EXCEED 2555 OF J V O = II. BRICK VENEER TO BE ANCHORED W/(I) WALL TIE EVERY 32" O.G. VERTICALLY AND capacity pounds. < FROM THE HALL. STUD DEPTH11 EVERY 18" O.G. HORIZONTALLY W/ FLASHED JOINT 0 BRICK LEDGE OR RELIEVING ANGLE 'CIS 12�'-0' 12 2-2'x b" 5 4 5 4 /C W �� U Q W/WEEP HOLES 0 4'-0" O.G. MAX TO DIRECT ANY CONDENSATION TO THE EXTERIOR. CHAPTER 3 BUILDING PLANNING a iI`� /iu BORED HOLES SHALL NOT BE �`'�HOLE IS BETWEEN 4055 AND bo - a° , LOCATED IN THE SAME CROSS II, OF STUD DEPTH,THEN STUD MUST BE nt 12. APPLY (I) GOAT OF ASPHALTIC BASED DAMPIROOFING TO EXTERIOR OF FOUNDATION SECTION 8301 DESIGN CRITERIA ,�!. FROM FOOTING TO 2" ABOVE FINISHED GRADE, UNLESS WET SITE CONDITIONS EXCEED WOOD STRUCTURAL PANFI 5 WITH A MINIMUM THICKNESS OF "MD A MAXIMUM SPAN "�, �< SECTION OF GUT OR NOTCH IN , DOUBLED AND ND MORE THAN TWO Q I ) Z =ro STUD SECCESSIVE STUDS ARE DOUBLED olk JACKS d KIN65 AND 50 BOREDCODE LIMITS. OF 8 FEET SHALL BE FERMI i ilk FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS. WRAPPED UNDER Z 13. THE MASONARY CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION RIOOI. PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE ° SILL PLATE q" I HOOD STRINGER, .� 0 PROVIDED.ATTACHMENTS SHALL BE PROVIDE IN ACCORDANCE WITH TABLE R301.2.1.2 OR SHALL M TREADS, 4 RISERS 0 PLUMBING, MECHANICAL, FUEL GAS, AIG: BE DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE 1 NOTE:CONDITION FOR EXTERIOR AND BEARING WALLS. Q '� WITH THE PROVISIONS OF THE BUILDING CODE NEW YORK STATE. NOTATION: - H I. PLUMBING TO COMPLY WITH S.C.D.H.S. AND THE BUILDING DEPARTMENT. A-NUMBER OF Sd NAILS 0 EA.END OF STRAPPINGS(TABLE 3.1,P.151) 4 (TABLE bA PAGE 316) DRILLING AND NOTCHING DETAIL IL ... z z th 2. SITE SANITARY SYSTEMS ARE TO COMPLY WITH S.G.D.H.S. REQUIREMENTS. B-NUMBER OF SILL STUDS-ON FLAT(ODES NOT APPLY TO DOORS)(TABLES 3.238,P. 113) 11/4" NOSING 0 Z _z - - i iii Q 3. PLUMBING, MECHANICAL, FUEL GAS SYSTEMS SHALL COMPLY WITH THE RESIDENTIAL TABLE 8301.2.2.2.1 C-NUMBER OF FULL HEIGHT KING STUDS 0 EA.SIDE OF HEADER(TABLES 3.230,P.193) „ OF STUDS w , 7 -a Q L-- 4 p SECTIONS FOR PLUMBING CODE (CHAPTER 25-32), MECHANICAL CODE (CHAPTER 12-23), DEAD LOAD D-NUMBER OF I6d NAILS.END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER MINIMUM WIDTH OF STAIRS TO BE 51-0" AND FUEL GAS CODE (CHAPTER 24) OF NEW YORK STATE. 0 EA.SIDE(TABLE 3.1,P.151) 4 (TABLE 6A PAGE 316) DW6 NO 4. ALL HASTE AND VENTS ABOVE FLOOR SHALL BE SCHEDULE 40 THICKNESS ROOF/CEILING ROOF/CEILING E-NUMBER OF JACK STUDS 0 EA END OF HEADERS(TABLES 3.22F,P.111)ASSUME DBL.HDR 5V CAST IRON BELL (HUB) AND SPIGOT BELOW AND THROUGH CONCRETE. DEAD LOAD DEAD LOAD F-NUMBER OF lbd NAILS END-NAILED THROUGH ADJACENT JACK STUDS TO END OF SILL(S) �I STAIR DETAIL. \5. THE EX. HEATING/A.G. SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF WALL SUPPORTING 15 PSF OR LESS 25 PSF 0 EA.SIDE(DOES NOT APPLY TO DOORS)(TABLES 3b,P. 151)4 (TABLE 6A PAGE 316) 111 1PROPOSED ADDITION. IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. ROOF ONLY 1.0 1.2 N.T.S. , ROOF PLUS ONE STORY 1.0 1.2 I 5.G.T.M# I000-lq-2-qi 1.11111MIMMIM &