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HomeMy WebLinkAbout41078-Z =� c�UfF641r QGy Town of Southold 7/19/2017 P.O.Box 1179 co AT, ' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39063 Date: 7/19/2017 THIS CERTIFIES that the building ALTERATION Location of Property: 410 Bunny Ln,New Suffolk SCTM#: 473889 Sec/Block/Lot: 117.-6-28.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/4/2016 pursuant to which Building Permit No. 41078 dated 10/13/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations to an existing one family dwelling as applied for. The certificate is issued to Hemer,Alec&Urbanelli,Elisa of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41078 5/10/2017 PLUMBERS CERTIFICATION DATED - 0u o ed Signature o��yFFol�co TOWN OF SOUTHOLD BUILDING DEPARTMENT co c TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41078 Date: 10/13/2016 Permission is hereby granted to: Hemer, Alec 410 Bunny Lane New Suffolk, NY 11956 To: construct alterations to an existing single family dwelling as applied for. At premises located at: 410 Bunny Ln, New Suffolk SCTM # 473889 Sec/Block/Lot# 117.-6-28.1 Pursuant to application dated 10/4/2016 and approved by the Building Inspector. To expire on 4/14/2018. Fees: SINGLE FAMILY DWELLING -ADDITIO R ALT TION CO -ALTERA ION TO DWELL 7$�O- Total: $ 0.00 Building Inspe 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. I 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$15.00 Date. to I LI OI to New Construction: Old or Pre-existing Building: (check one) Location of Property: ylO 4vcVNy 1—"tv` w 0LI� House No. Street Hamlet Owner or Owners of Property: Pht-r--r— N- Ern L►1P� C, Pr<`I�—ti 1 Suffolk County Tax Map No 1000, Section ) r"I Block Lot Ol f 00 Subdivision Filed Map. Lot: Permit No. q(O V Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: v (check one) Fee Submitted:$ � Applicant Signature SO!/��®l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roger.richert(@-town.southold.ny.us Southold,NY 11971-0959 N% BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Hemer Address: 410 Bunny Lane City: New Suffolk St: New York Zip: 11956 Building Permit#: 41078 Section: 117 Block. 6 Lot: 28.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: All Wright Electric License No: 43457-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 8 Ceding Fixtures 3 HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 5 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer AppliancesFq9 Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: Range Hood, 4- Under Counter Lights (LED). Notes: Inspector Signature: Date: May 10, 2017 0-Cert Electrical Compliance FormAs ` � V pF SO(/T�� N o COY TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICA (FINAL) REMARKS: � �n Iz- v1 DATE lon CO INSPECTOR so �o��OF SOpryolo Comm,�`� TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FIN L) REMARKS: frwinOil �S� d'p DATE Y l INSPECTOR OF SOUl'yo �o �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLBG. [ rOUNDATION 2ND [ ] INSULATION RAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: &20(m Ooczk c k m -� 6re h �ow fm 0 DATE I v ! INSPECTOR "O Of SOUIyo o�y00UNTV,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRI AL (ROUGH) [ ] ELECTRICAL (FINAL) REMARK Y � � M �1 V4 DATE iv4w&k INSPECTOR so�lyo� �. • ,o ��LJ?t1� ���co r e,�f rf TOWN OF SOUTHOLD BUILDING, DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ k� FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE �� / INSPECTOR 4 *OE SOplyOlo H O i cou 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICA (FINAL) I RKS: — �u �t c!► DATE q-- INSPECTOR �Iycou 1 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FI AL [ ] FIREPLACE & CHIMNEY [ ] IRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FIN REMARKS: Jul � +a✓� O ��,-'EaC*V[Wkj OD DATE I I ZDV INSPECTOR `O OF SOUI�� coul I,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: i .� ti�1�1/ A ael v4 ejkt,�A, 'one,&, v DATE INSPECTOR rjF SoUryO/- r� � • a�O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) REMARKS: rr�4 eqy�� �D 1 N PECTOR P DATE S r2:� ytptb � i i 8 t a- _ '.�." >•� ,�,... �to ! � ��-' g_ c 3 Ai t.. ^ LIN, _ ii. - � r i r r+ ..� ,. �. a ... a :1. m FIELD INSPECTION REPORT DATE COM ENT 1 -A14v/5 Q FOUNDATION (IST) y ------------------------------------ cc FOUNDATION (2ND) M ROUGH FRAMING& Fy PLUMBING P(� m� -b Dtscrlss Xtra 5 orro�av�/ � �-+. INSULATION PER N.Y: STATE ENERGY CODE 6 MV l l l Jl 'oal �✓ tine call P t� (tomo6 jvtdv h /0onn to Wim✓ 3� ! �::Fn bw Iz va vr' FINAL ADDITIONAL COMMENTS ) o Al l� 27 /�a c EG�ltzr�` *rPij& Zt a as- r O - � z H kC b t�J b H i TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPART,�MENT 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 j Planning Board approval FAX: (631) 765-9502 i Survey SoutholdTown.NorthFork.net PERMIT NO. r Check j Septic Form 'NY.S.D.E.C. i Trustees C.O.Application Flood Permit Examined j ,20 Single&Separate Storm-Water Assessment Form J Contact: Approved 20/ Mail to: Disapproved a/c Phone: (2 1`'7 J L/ F PF Y 0 Expiration ,20 D ���0�� / Builds -Insp for D i APPLICATION FOR BUILDING PERMIT OCT — 4 dU1;0 Date 10 I Lf _, 20 16 BtMDING De,0r. INSTRUCTIONS _ T'a is?F plicate Ton'MT 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 show'ng location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. I 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'tb the applicant. Such a permit shall be]sept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole'or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building(permit shall expire if the work authorized.has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit,for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance]of the Town of Southold; Suffolk County,New York, and,other applicable Laws,.Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to compl with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) 2.0 PLh2A- ST,E. # `D)4,k,,w1ec.Yry , nlY 1123 i (Mailing address of applicant) State whether applicant)is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax'roll or latest deed-) If applicant is a corpor4t1on,`signature;of duly authorized officer (Name and tit l'e'of corporate-officer) Builders License No. Tap Plumbers License No. ;[TW Electricians License No. T60 Other Trade's License No. T-0,0 1. Location of land ons which proposed work will be done: W 10 &NNS -LA+4c—_ N Ewe U F-�—_O L-1- House Number Street Hamlet Uz 00 County Tax Map No. 1000 Section 1� Block Lot �" 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 Pm-St&oma C-e- b. Intended use and occupancy C-Q 5 &O—CAL dNNMA4 q2 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition f Other Work (Description) 4. Estimated Cost I 0 ovo Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor 1 If garage, number of cars 1 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stori _' ,P'$1 1 _ i � � its^—++�+�+sn...o• .. f M....j �i..3 8. Dimensions of entire new construction: Front Rear _1 Depth f 's Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Ownery ��'o a n az',a vim'o 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 Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address' Phone No. 15 a. Is this property within 100 feet of a tidal wetland br 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 wetlarid? * YES• NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that'(s)he is the applicant (Name of individual signing contract) above named, t;01`iNIE Q.BUNCH (S)He is the Notary Public,State of New York (Contractor,Agent, Corporate Officer, etc.) ' e•9 S116 Suffolk 50 co ®uatitisd in Suffolk County�ao commission Expires PPA 14,2 _ 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 Q ,, day of tv 20 Notary Public Signature of Applicant Scott A. Mussell ��-°s� �� STORMWA T]E][, SUPERVISORI�V]CA\NA\\. G�]E1\\41EN` ]F SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT EC T INVO LV)E ANY OF `I')H[IE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑[gA. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑®'$. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ . Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑b-D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ISE. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ' ❑ 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 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. APPLICANT (Property Owner,Design Professional,Agent Contractor,Other) S C.T.M. 'A: 1000 Date Distnu NAME Al—e� � i<2 /� 'p-0 Section Block Lot i 2ti-- { FOR BUILDING DE-PA TNIl.N'l- U.4- c�N,l,_.� L(Z) Contact information \ _! ��� � �+ l� / V � ` -- Reviewed By. - - — — — — — — — — — — — — — — — — ate: Property Address / Location of Construction Work: — — — — — — — — Date: — — — — — — — — Approved forroceszin BuildingPermit. LI r o (3v N r-1 Ll�tc 06, -9-f= W<) ly — — Stormwater Management Control Plan Not Required. G ❑ Stormwater Management Control Plan i�,Required. (Forward to Engineering Department for Review) FORM * SMCP-TOS MAY 2014 Ud-ld�lb;11�41 259344b MIR Town Hsll AMM TdWhoaw 1031)765-1848 5 Wa OW Sox 11?9 er.riahe Southold•NY 119714939 i BUMDING IVAKfUMT TOWN OF SOUTHOLD APPLITiON FOR ELECT._i�CAL NNSPE EON REQUESTED BY: DOW. Company Name: Ali urs k& Name: Manse No.: 3%4S:� Address: Phone No.: 63 f } Z.5 3 r 3q 1i JOBSITE INFORMATION: (*indicates required information) *Name: lie vv\-Cjr Me-1C *Address: �,I a�.$�nr►H �.•�_.� `-"� v l *Crmas 3tr+eet: *phone No.: (a3 1 3a '"31i I ) Permit No.: q I o fi Fr Tat Nap District �. 1000 _ Section:� Ble •� Lot *BRI9F DESCRIPTION OF IW_OR1LKt (PIaas Plfnt Clsarly) - � G �v�� rJ�i +2 Yo0 •Yl Y��O�IQ.��O ''f. ;(#Nasse Cirela All That Apply) +Ira job 7adyfor InapeoUon: 6R/ NO Rough In FUtei "Do you need a Tamp CaMcate: YES NO Temp Irjormallon(If neededl *Service Size: 1 Phase 3Phue 900 150 200 300 350 400 Oftw *New Service: Re-wnnW Undwground Number of Meters Change of Service ov d Addltlonallnfolmatlon: PAYMENJ DUE WLTH APP 82.Request for Imowtion Fame r � �I f2e- 099 V � Jf/�!�• �1 V oSIlffO�kC o Town Hall Annex 41 Gy Telephone(631-1802 54375 Main Road -c : Fax(631) 734-9502 P- O. Box 1179 a z �� Southold, NY 11971-0959 y r BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 10 I LI 1 I Owner: 4JF-C- Location of Property: LI I a��iN`t �f=� (115— sv f�Ll,' N~ 119 s'E' Please take notice that the (check applicable line): New residential structure Addition to existing residential structure r L----- Rehabilitation to an existing residential structure . to be constructed or performed at the.subject property reference above will utilize (check applicable line): Truss type construction (TT) ✓_ Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: 1 Name (person submitting this form): Capacity(check applicable line): �- Owner Owner representative j TrussResReg15.docx Effective IM2015 6" DIAMETER REFLECTIVE RED ROMAN ALPHANUMERIC -PANTONE- - - - -�- - --- _ --DESIGN:4TIOiV-vF CONS T RU%±Iviv (PMS) #987 TYPE BASED ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 2" MIN. REFLECTIVE WHITE 4 1/2" STROKE -•-•---:----------- •-- •�aEStGNA't'FC]N�UR-S'i`R�C'i`ti-EtAt ` -•- --�:�..�._..__----=----------=--'-`= ---• COMPONENTS THAT-ARE'OF TRUSS CONSTRUCTION "F" FLOOR FRAMING,4NCLUDING GIRDERSIAND BEAMS-,_ . "R" ROOF FRAMING "FR" FLOOR AND ROOF FRAM106 TRUSS USS [L.11.:f�i l lflCXflVN SI(3q CCN/RJA&CE WTH 19 W.CRR BART 12654 143rMSCALE y gs alvrslctN EYAN/PLE TRUSS IDENTIFICATION SIGN DATE-03(MZ)05 NEW `CORK STATE DEPARTMENT OF STATE f DIVISION OF CODE ENFORCEMENT AND ADMINISTRATION OEP:cj2Ti.{ENTp�S7(.CFc: ��o 7k A65 O CERTIFICATE OF LIABILITY INSURANCE DAT;(MMMY" 011 71201 6 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(les)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 endorsemen s. PRODUCER NIAOEILEEN CUSHMAN GEORGE FORMES PHONE EU,631-722-4100 F 631-722-4500 1116 MAIN ROAD •Mal (AIC.N_o). REN• PO BOX 2336 - -- INSURER(S)AFFORDING COVERAGE _ Will AQUEBOGUE, NY 11931 IN13URGRA:FARM FAMILY CASUALTY INS.CO. INSURfiO � CLEMENT CARPENTRY INSURER 0: RANDALL CLEMENT INSURER C: - PO BOX 287 INSURER D: JAMESPORT,NY 11947 INSURER E: INSURER P: COVERAGES CERTIFICATE NUMBER, REVISION NUMBER- THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADULWOK LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFF POLICY EXP MID mmmortyrn LIMITS A A XXI COMMERCIAL GENERAL LIABILITY 3101L7692 '0813112016'08/3112017 EACH OCCURRENCE s 1,000,000 _ 1 CL41MS•MADE 71OCCUR PREMISES(Ea o=are wl 1 S 50,000 MEO EXP(Any arse P.M.) $ 5,000 l PERSONAL BADV INJURY $ INCLUDED �70THER L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE S 2 000 000 POLICY rf��PRO- I�JECT F-1LOC PRODUCTS-COMPIOP AGO S 1,000,000 S AUTOMOSILELABUJTY BINEOSIN LELIMI I S -- -LEe eeadentl ANY AUTO BOD;LY INJURY(Par person) I i ALL OWNED SCHEDULED BODILY INJURY(Per atudenl) S AUTOS AUTOS HIRED AUTOS NON-OWNED i PROPERTY DAMAGE S AUTOS (Per a r4l S UMBRELLAUA13 OCCUR EACH OCCURRENCE S EXCESS LIAR CLAIMS-MADE AGGREGATE $ OEO RETENTIONS S VYORKER900MPENSATION ER H• I A 3152W8879 03/05/2016 03/052017 STATUTE I ER AND EMPLOYERS LIABItJmr ANY IFF CERIMEEMS�R EARTNERIEXECUTIVE Y�N fA E L EACH ACCIDENT ,S 100,000 (Mandatary 1.NH) E L DISEASE-EA EMPLOYEE{S 100,000 N tog,dounbe under DESCRIPTION OF OPERATIONS below E L DISEASE.POLICY LIMIT 13 500,000 DESCRIPTION OF OPEtA71ONS/LOCATIONS I VEHICLES(ACORD 101,Additional Ramarka Sohodula,may Ito attashad Itmom apaao Is ragulrad) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF. NOTICE WILL BE DELIVERED IN ALEC HEMER ACCORDANCE WITH THE POLICY PROVISIONS. 410 BUNNY LANE SOUTHOLD,NY 11971 AUTHORAC&SPREIIIENTATIVII ' ©198k.014 ACORD CORPORATION. All rights reserved. ACORD 25120141011 The ACORD name and loao are reaistered marks of ACORD EXISTING REAR DECK 2031 O® O 5' Y n O® O NEW BATH 1 8' - 0" CLG. HT. ) o NEW —0" 2'-10' 00 Wal —in Show e QO QO QO cO z N N 0 0 Q f � I N EXIST. HALLWAY I 8 - 0 CLG. HT. ) Ti JOB NAME: HEMER RESIDENCEDESCRIPTION: Bath #1 Alteration 410 BUNNY LANE, _ _ Masterpiece Drafting &Assoicates Inc, NEW SUFFOLK, NY 11956 SKETCH: SK:01—23-17 P.O. Box 394, Jamesport, NY 11947 I SCALE: 1"=V-0" DATE: 01-23-17 DRAWN BY: DS TEL 631875-3497 FAX 631779-0362 RE_TA I N S T 0 Fl�,J WATER RUNOFF LI0,T TO CHAPTER 2336 A IP in'R f)'I #E.11) fo f,l t l')T#E D P Ul R G DATE: 2. j 1+ OF THE TOWN CODE. Fr-414Q 171-�1 , NO'WY 1 A! 765-1(,02 FIA"J 7-4-) 1 F,)F, D77s THE77 F 0 L L I IN'G I E('T 1. FOUNDAT IN! - 'i I_-""'JI:H, l-) FOR FOU.' ISD CONCRE 7F 2. ROLIGH - A' PLUV7!' 3. INSLJL.ATI\' 4 4. FINAL - C 4,dSTRLICTICI;N tvlUST EXIST. 2xIO RIDGE BEAM -7 r_- r _X15TIN6 REAR PECK P r- 1- FOR C.O. H G C,��.?i R - I ALL CO'NISTf" ICTION SHALL MIEET THE —---< — 12 ARCHITECTURE, FLLC R E 0 U I R'I:M D i'S OF Ti IE COl,,ES OF ME V117 -2" EX15TIN5 DWILIN6 YORK STATE NOTF-.',['ZSP A61bLE FUki PH: 631.,516.5515 DEVON OR .'4Oi%lSTRUCTIO'. ER EXIST. 2x8 ROOF RAFTERS 052 203t-- 28>41 FAX 651.415.2150 d) E: D5TE15EL@OFTONLlNE.NET L_x_ 2robb P A P',-0 )R PROPOSED (3) 1 3/4"x 11-114" LVL I CONTINUOUS FLUSH HEADER (T13D) I E. , ".DlE5ELARrHITECTURE.\IPIAEB.COM .;E IS UNWAJ`w'FU'_ I I TRUSS PLACARDING REQUIRED EXIST. 2x6 CEILING JOIST 0 16" O® O.G. UT CETTIFKNAT. I -Z T 1 -0 50-b" -1 -1011 :2555 ROUTE 112, MEDFORD, NY 1110 to !"D F- C'lf C u IPA N! y EX15T. BEDROOM #1 ;T F_ -I- NEW r_,ROHIN MOLD I NO TO MATCH W-C)" CLO. HT) [- �l I�� F_ --I (N EXISTING PROPOSED 1%_�W BAtR-#t— TO 6 PROJECT TITLE: L J 19—0 (bl-c cle. HTJ EX15T. L. RM EXISTINGLOAD BEARING EX15T. KITC. HALL TO BE REMOVED. O.G. FRON (e�'-O" CLO. HTJ _J - < tl 1. -EAR FRV='05C-r;� INTERIOR ALTERATION -4 \Z VID 14 0 SHALL PROVIDE SHORING 4 EX15T. K FGHQ�l- 0 �lz =_ =_ AT: HEMER, RE511;�ENCF_ BRAGINO PRIOR TO (N CN REMOVAL OF SAID HALL. w-v NN A-1 y d) III q" I REF. KITGHENAID NEW BASE MOLDING TO MATCH 410 BUNNY LANE, 'VIr Q KBF520EG -AL� NEN SUFFOLK, NY llcl5& PROPOSED TV CABINET _104 \1 4== EXISTING x �r>N 41N = I AP WITH 1-1/2" HIDE FILLER LEG v PROPOSED (3) 1 314"x 2868 '� 1.11 114" L\,/L- FLUSH XIST. HD d) V7- MST.W 6 x 12 -DROPPED \D dJ KIT. 4(4 —EXIST. 2xIO FLOOR JOIST —K'l %Q ® I6" O.C. FANT. �/ - -1 "1 x NEW LIN. U. lu 4" x 4" x 51160 I-BEAM COLUMNS EX15T. GARAGE (N PROPOSED 4xb (N Masterpiece C�roFtinc3 4 STRUCTURAL POSTS, (TYP) (11-b" CLC7. HT.) = r _:f" Associates lnr,. TYP. @ 3 LOG. It EX15T. CELAR XT5 T. BATH #2 V-0 1/2" ±13'-02" 41-1011 u --- EXISTING CMU FOUNDATION P.C. Box 5C�4 0, A CLIO. HT) PROP05ED PROPOSED Jarnesport, NY 114141 11 EX15T. M. BEORM d) l5que5 and Revisions 2841 EX15T. L. RM W-0" CLO. HT) No. Date Issues and Revisions 0'-0" CLO. HT) SEC.710N ''A-All I C1105116 DESIGN REVIEW A V 2 q/13/16 DESIGN REVIEW / Y d) SCALE: 114"= 1'-0" 3 cl/20/16 PE516N REVIEW 4 C1126116 DESIGN REVIEW Nz K I I I I (3) 3420 (3) 3420 (3) 3420 15. 2541 2841 5 cil2qllb CONSTRUGTION DRAWINGS EXISTING 2A0 RIDGE BEAM A _EXISTING 2x8 ROOF RAFTERS @ 161, O.G. 20'-3"EXISTING DWELLING EXISTING DWELLING 412] PROPOSED (3) 1 5/4"x 11-114" LVL NOTE: BY INGLU51ON OF TH15 NOTE, THE OWNER HA5 I RST FLOOR S.F. . 0. qll1 L !-Cll 5 _2" IIA15,411 L CONTINUOUS FLUSH HEADER (TBD) BEEN ADVISED? THAT PRIOR TO ANY GON5TRUGTION "'I* J 1 11 11 1 11 11 11 A 11 -A- SGALE: 1/4"= 1'-0" HABITABLE AREA= 11,222 . 4 � I III ll I I I I 2x6 CEILING -JOIST 0 16" 0.0. AND/OR DEMOLITION WORK, IT SHALL BE THE OV4NER-5 GARAGE 333 S.F. RESPONSIBILITY TO OBTAIN A BUILDING PERMIT FROM THE GOVERNING BUILDING DEPARTMENT. THE PROPOSED GROWN MOLDING TO ARGHITEGT DOES NOT REGOMMENI? AND DOES, NOT A �_;-�;,- .~^ ~ �I TrTSD'.'"'"'9 "—` MATCH EXISTING GUARANTEE THAT SOLELY BY THE PREPARATION OF PROPOSED TV CABINET N THESE PLANS SHALL GONSTRXTION OGGUR. PROPER I t4l TO WITH 1-112" HIDE FILLER LEO Re.K -hldJ #2 ........ REVIEW AND APPROVAL BY A QUALIFIED BUILDING 111r,f rcl :*0'-2" EXISTING FOUNDATION —OPTIONAL I/W X 115" QUIRK DEPARTMENT OFFICIAL 15 REQUIRED PRIOR TO 2 GROOVE AT CABINETRY FOR FL FLUSH CONDITION CONSTRUCTION. 00 PROPOSED 15" PANTRY CABINET SEAL AND SIC NATURE: --PROPOSED BASE MOLDING TO MATCH EXISTING - - -------- O EXIST.A 6 x 12 DROPPED :—EX15T. 2xI0 FLOOR J015T & lb" O.G. AefkIED EXIST. GMU FOUNDATION WALL _. —V/I— x EXIST. 1-0 I-AM NEW STEEL GOLUMN5 PROPOSED(2) 1 514"X 4 1/4"LVL C14 F COLUMN KI 5/5"x q"5TL FLITCH PLATE?FLU5W 1D x PROPOSED(2) 1 514"X cl 1/2" LVL FLUSH -Gs PROPOSED PROPOSED TOP SED 0 3 EX15T. F — — -I t NEST INTERIOR FROPOSED ELE\/ATl0N/5EC_.,Tl0N Op E EXIST.K&x 12-DROPPED EXIST.H 6 x 12-DROPPED UNEXCAVATED 111111CZ/ 5GALE: 1/4"= III-011 J L J 4k — I POST ABOVE POST ABOVE tL Ir (2) EXIST. I-Beam Columns x tu :2.4 4" x 4" x 5/16" 4 1/2Project No. 16-1 " x .X x 5CTm #: F 7Z7 _1 F_ 2'-6 112" 112 (2) 2x4 TOP PLATES v EXIST.H 6 x 12-DROPPED 112- EXIST K 6 x 12-DROPPED e r. i F�F 112 2'-2'— PROPOSED GROWN MOLDING ZONE: R 40 L J L J 14 TO MATCH EXISTING (1) LAYER 1/2" EYP. BD. EA. 51DE OF FRAMED HALL N.O.N. ON PLANS) 4'-b 10-i1 —32" SAMSUNG TV 4 MOUNTIN 41-3" 6 2 2 � . BRACKET TBD Drown BY: PROP—W= .0 7 PROPOSED PROPOSE[? SL_ (4) REH 4" DIAM. SCHED. 40 STEEL PIPE 2x4 5TV05 SPACED ® 16" COLUMN W 1/2" THICK TOP $ BOTTOM STEEL EX15T. CELAR x IT ELECTRICAL AND CABLE TO O.G. N.O.N. ON PLANS) BEARING PLATES OVER 3'-0" X 3'-0" X 1511 BE SUPPLIED FOR NEW TV Date: Oct/ca/16 DEEP POURED GONG. FTG. (TYP) BEARING (+/- 7'-(o 1/2" CLO. HT) REF. KITCHENAID KBF520EG PLATES SHALL BE DRILLED IN (4) 1 LOCATIONS TO RECEIVE BOLTS TO BEAMS L "wpm AND FOOTINGS. (BOTTOM OF FTO'S TO REST HALL BASE AS PER HOMEOWNERON UNDISTURBED 501L AND/OR 100% COMPACTED FILL WITH 3,000 P5F SOIL FLOOR LINE BEARING CAPACITY) A === FOUNDATION FLAN Proj. North PAO. I Ol= 2 5GALE: 114"= 1'-0" DETAIL AT TV CA51N "'rf= l (��AL NEN NALL DETAIL SCALE: N.T.5, 2x4 FRAMING DO NOT SCALE PRINTS � EXTERIOR OR MIN. ROOF LIVE LOADS IN 0FORGE PER S.F. OF THE PROPOSED WORK DFP I GTFD IN BEARING WALL NA I L I NO SCHEDULE " HORIZ. PROJECTION (2011 NY5 0 NY5 GODS: TABLE R301.b) ��.�?a THIS SET OF PLANS VgAS DES 10NED TRIRn,�LOADED ARE,IN SF. (2001 WFGM TABLE 3.1) l TO MF F T THE RFQU I RF MF NTS OF PLATE WNOTCH � # OF # OF o DTH ROOF SLOPE FOR ANY STRucTURAL MEMBER ARCHITECTURE, OG a 0-200 201-600 OVER 600 COMMON BOX ELLG THE 2001 V400D FRAME 16 6A6E (0.0054 FLAT OR R15E LE55 THAN JOIST DESCRIPTION NAILS NAILS NAIL SPACING �,� IN.) AND 1.5 IN. 4" PER FT. (1:3) 20 I6 12 WALL FRAMING PH: 631.816.5518 610OG'� GONSTRUGT I ON MANUAL FOR 1 2 WIDE METAL TIE RISE 4" PER FT. (1:3) TO TOP PLATE5 AT TOP PLATE TO TOP PLATE IONS (FAGE-N ) 2-16d 2-Ibd PER FOOT FAMILY DHFLL I NC S FROM THE EACSS AND AROS DE O T�E LESS THAN 12" PER FT (1:1) I6 14 12STUD TO -,TUR - 4_ - FAX: 631.475.2x50 NOTCH WITH b - IGD RISE 12" PER FT. (1:I) HEADER TO HEADER FAGS-NAILED Ibd I6 I6 O.G. ALONG EDGES AMFRI GAN FOREST AND PAPER NAILS EACH SIDE AND GREATER 12 12 12 E: D5TE15EL®OPTONLINE.NET COMP NY TNF 20(O RFS I DFNTI L TOP LASS ROOF SHALL BE DE51ONED FOR THE LIVE LOAD TOP OR 130TTOM PLATE TO STUD (END-NAILED) 110 MPH (TABLE 3.5A) z PIPE INDIGATED IN TABLE R301b OR THE SNOW LOAD 16" O.G. WALL HEIGHT OF & FT. UP TO 20 FT. 2-16d 2-40d PER STUD TO PLATE: ".DIEBELARGHITEGTURE.VPAEB.GOM 1/2"0 MACHINE BOLTS //�� INDICATED IN TABLE 8301.2(1), WHICHEVER IS GREATER. BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 1 1� �- (TYPICAL) GOOF OF THF STl-ATF OF YORK END JOIST OR BLOCKING (PAGE-NAILED) 2-Ibd 2-I6d PER FOOT � 1 '� o `'4 TOP PLATE FRAMING ALLOWABLE DEFLECTION OF 5TRUGTURAL MEMBERS 2333 ROUTE 112, MEDFORD, NY 11165 YORK FNFNENCCY TO ACCOMODATE PIPING 2010 N.Y.5. CODE TABLE RR 301:7 GEILIN6 SHEATHING AND THE 2010 NF STRUCTURAL MEMBER DEFLECTION A-LOWABL.E GYPSUM WALL BOARD 5d COOLERS 5d COOLER 7" EDGE/ 10" FIELD GONSFRVATI ON GO STR GTO SCALE: N.T.S. RAFTERS HAVIN6 SLOPES 6REATER THAN WALL SHEATHING PROJECT TITLE: ELTGH PLATE DETAIL SBTOEEL FLLT ITCH PLA E GODF DOUBLE TERN FOR O AI ERS FINISHED GEILIN6 ATTACHED L/180 STRUCTURAL PANELS (SEE TABLE 3.11) INTERIOR AND PARTITIONS H 1 RI N D 2 D STUD INTERIOR ZONE 6' E6DE la FIELD PROPOSED INTERIOR ALTERATION 05='�EN.T.S. ALL O HER STRUCTURAL MEMBERS V240 EXTERIOR WALL5 WITH PLASTER OR 7 /„ d DGE b' FIELD AT: NEMER RESIDENCE STUCCO FINISH H/360 3 EDGE 6 FIELD \ GYPSUM WALLBOARD " 4IO SUNNY LANE, ASBRE 1l/ I AT I O I `�!�S D OL I T( ON NOTES�I COTES BRITTLE FINISHES-WIND LOADS WITH L/240 HARDBOARD SEE TABLE 3.11 (9" EDGE/ 12" FIELD NE I SUFFOLK, NY 114156 PARTIGLEBOARD PANELS 8d 8d SEE MANUFAGTURER TOP PLATE EXTERIOR WALLS-WIND LOADS WITH U120 DI CONAL BOARD 5 EATHING I. PRIOR TO COMMENCEMENT OF ANY DEMOLITION WORK, 6C SHALL VERIFY ALL FLEXIBLE FINISHES I Ixb OR Ix8 2-8d I 2-I0d I PER SUPPORT A.F.F. - ABOVE FINISH FLOOR O.G. - ON CENTER EXISTING CONDITIONS AND REPORT ANY DISCREPANCY (FROM CONDITIONS AND L = SPAN LENGTH, H = SPAN HEIGHT IAO OR WIDER 3-8d I 3-I0d PER SUPPORT A.P.B. - ANTHONY POWER BEAM 0.5.B. - ORIENTED STRAND BOARD DIMENSIONS INDICATED) ON THESE DRAWINGS 70 THE ARCHITECT IMMEDIATELY. BORED MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS I. NAILI46 REWRDAENT5 ARE BASED ON watt.SHEATHINs NAILED VOL.AT THE PANES.W6E. IF wa L SHEATHII15 15 NAHLEP 3'O.G.AT THE PAHA EPa TO OBTAIN DESIGNER: B.P. - BEAM POCKET P.T. - PRESSURE TREATED 2. PRIOR TO COMMENCEMENT OF ANY DEMOLITION WORK, 6G 15 TO COORDINATE THE HOLE MAX r S I NGLE 2010 N.Y.5. CODE TABLE 8301.5 H16HER SHEAR GAPAUTIE5,NAILING REMIREMEMS FOR STMTM& METBE-R5 SHALL BE DOUBLED,OR ALTERNATE CONNECTORS,%IGH AS SHEAR PLATES,SHALL BE G.J. - CEILING JOISTS REF. - REFRIGERATOR REMOVAL OF ANY AND ALL PLUMBING, ELEGTRIGAL,MEGHANIGAL AND/OR DIAMETER STUD iUD TO M&INTAN THE LOAD PATH. 40 USE LIVE DEAD 2.HHEN HALL SHEATHING,6 GONTIN O[J5 OVER COHNEGTED MEM3ER5,THE TABULATE NIMER OF NAILS SHALT.BE PERMITTED TO BE REDUCED TO I-16d NAIL PER FOOT Ma 5 t e rp i e c e Dro f t i n g -s G.M. - CARBON MONOXIDE R.O. - ROUGH OPENING ARCHITECTURAL ITEMS INCLUDING WALL PARTITIONS IN GONFORMANGE WITH THESE ATTIGS WITH STORAGE # # 3.COMON RH'SISTANT 116M RAOFIN5 NAILS AND 16 6A6E STAPLES ARE PERMITTED,GB.G.FOR ADDITIONAL REaUIRETENTs HEGK I PERCENT A550GIateS Inc. G.T. - COLLAR TIES R.R. - ROOF RAFTERS PLANS. ATTIG5 WIT OUT 5TORAC Io to DN. - DOWN R/R - REMOVE $ REPLACE 3. ELECTRICAL FIXTURES,OUTLETS, JUNCTION BOXES, GONDUIT PIPING, PANELS, OF STUD DECKS 40# 10# ALL INFORMATION WAS TAKEN FROM THE 2001 WFGM FOR ONE-AND TWO-FAMILY DWELLINGS P.O. SOX 3414 DEPTH OP. - DEEP T.O.W. - TOP OF WALL TRANSFORMERS, ETC. ARE TO BE DI5GONNEGTED AND/OR REMOVED A5 APPLIGA13LF EXTERIOR BALCONIES 60# WA Jamesport NY 11414'1' D.H. - DOUBLE HUNG TYP. - TYPICAL TO NEW FLOOR PLAN A5 NOTED. &JARPRAII-5GLI MAT I G AND OE00RAP-t I G DES I ON CRITERIA D.J. - DECK J015T5 U.O.N.- UNLE55 OTHERWISE NOTED 4. REMOVAL OF CONSTRUCTION DEBRIS 15 THE RE51PON516ILITY OF THE GENERAL 5/8 PASSENGER VEHICLE GARAGES 50ROOMS OTHER THAN 5LEEPINO ROOMS # N/# 2010 N.Y.S. CODE TABLE X301.2(1) D.W. - DISHWASHER V.I.F. - VERIFY IN FIELD CONTRACTOR. MI SLEEPING ROOMS 30# 10# FLOOD EXIST. - EXISTING V.P. - VALLEY PLATE 5. GG TO DEMONSTRATE AND COORDINATE WITH ALL TRAFFIC SAFETY PRACTICES MIN. STAIRS 40# N/A GROUND- WIND SEISMIC SUBJECT TO DAMAGE FROM IGD BARRIER HAZARDS Issues and Revisions TOWfBORZEID? 5/� IN. MIN. SNOW SPEED DESIGN UNDERLAY- REFER To E.P.- ELECTRICAL PANEL V.R. - VALLEY RAFTER ACCORDING TO STATE AND TOWN ORDINANCES AND IN COMPLIANCE WITH INSURANCE LOAD (mph) CATEGORY WEATHERING FR05TLINE TERMITE MENT F.D. FLOOR DRAIN W.H. - WATER HEATER RESTRICTIONS AND/OR RE6ULAT�ONS. EDGETO EDGE p DEPTH REQUIRED LOCAL No. Bate Issues and Revisions BORED HOLE MINIMUM SPECIFIED COMPRESSIVE JURISDIGTION FL. - FLUSH W.M. - WASHING MACHINE 6. DEMOL15H AND REMOVE FROM THE PREM15E5 IN A MANNER ACCEPTABLE TO ALL NOTCH MUST STRENGTH OF CONCRETE 20# 110 MPH G SEVERE 3'-0" MOD. TO ,T,� AS PER I q/08/16 DESIGN REVIEW FP56 - FIRE PROOF SELF CLOSING JURI5DICTIONAL AGENCIES, AND TO THE APPROVAL OF THE OWNER AND ARCHITECT 50 NOT EXCEEDMAX. DIAM 60gb HEAVY N.Y.5. CODE 6ALV.- GALVANIZED INDICATED OR REQUIRED BY THE WORK OF THE CONTRACT DOCUMENTS,OR A5 MAY BE 25 PERCENTOF DOUELE 2010 N.Y.S. CODE TABLE R402.2 2 x/13/16 DE516N REVIEW GYP. W. - GYPSUM BOARD OF STUDSTUD DEPTH MINIMUM SPECIFIED C 4RE551VE DIRECTED IN THE FIELD BY THE OWNER. DEPTHHOLES SHALL NOT TYPE LOGAT10N5 3 cl/20/16 DE51ON REVIEW H.R. - HIP RAFTER 1. EXISTING FIXTURES,HARDWARE,PARTITIONS,ETC. SHALL BE REMOVED AS NOTED. ATED IN THE SAME CONCRETE CON5TRIXTION WEATHERING POTENTIAL IN5UL. - INSULATION 8. EXISTING LIGHTING TO BE REMOVED, INGLL61VE OF WIRING BACK TO DISTRIBUTION GRO55 SECTION CF GUT 5EVERE 4 x126/I6 DESIGN REVIEW L.V.L - LAMINATED VENEER LUMBER PANEL. OR NOTCH IN STUD BASEMENT WALL5, MIN. - MINIMUM q. ALL REMOVAL WORK DEBRIS SHALL BE REMOVED AT LEAST ONCE PER DAY OR A5 FOUNDATION5 AND OTHER PRESUMPTIVE LOAD-BEARI NC NOTCHED t BORED HOLE LIMITATIONS CONCRETE NOT EXPOSED 2,5ooG VALUES OF PND. MATERIALSa 5 41/29/16 GONSTRUGTION DRAWINGS MNFR - MANUFAGTURER'5 REQUIRED TO MAINTAIN SAFE WORKING CONDITIONS. VERIFY METHOD AND LOCATION TO THE WEATHER M.O. - MASONRY OPENING OF REMOVAL WITH OWNER. FOR INT. NONBEARI NC WALLS 2010 N.Y.S. CODE TABLE 8401.4.1 10. ALL ABANDONED ITEMS- EQUIPMENT, WIRING, PLUMBING, BLOCKING, ETC. NEEDS TO BE BASEMENT SLABS AND � 5F PRF55I1RE COMPLETELY REMOVED FROM THE SPACE. SCALE: N.T.S. 6RADE,,EXCEPT �S 4A G UAS�'OF M'a`TBZIAL (per) NEN WOOD FRAME WALL II. NO CHANGE ORDERS OR EXTRAS SHALL BE ALLOWED DUE TO THE 605 LACK OFA FLOOR 5LA55 2500 CRYSTALLINE BEDROCK 12)000 - - - - SITE vls1T. SEDIMENTARY AND 4)000 _ _ _ _ EXISTIN6 FOUNDATION 12. AT COMPLETION OF DEMOLITION WORK, GG BASEMENT WALLS,I5 TO MEASURE THE SPACE AND REPORT FOLIATED ROCK NOTE: BY IN(LU5ION OF THI5 NOTE, THE OWNER HAS ANY DISCREPANCIES TO THE ARCHITECT. 34#/=T 341#/FT EX EROR HALLS AW 5000 d O EXIST. WOOD FRAME WALL BEEN ADVISED THAT PRIOR TO ANY CONSTRUCTION OTHER VERTICAL SANDY 6RAVEL AND/OR 6RAVEL 31000 GONGRETF WORK (6W AND 6P) C = _ D EXIST. WALL TO BE REMOVED AND/OR DEMOLITION WORK, IT SHALL BE THE OWNER'S EXPOSED TO THE RESPONSIBILITY TO OBTAIN A BUILDING PERMIT FROM L 20#/-T WITHOUT STORAGE HEATHER SAND,SILTY SAND,CLAYEY 2)000 THE GOVERNING BUILDING DEPARTMENT. THE SEAM DEPTH MAX.ROUND HOLE 30#/FT WITH STORAGE ROOF SCLAAYYEY 6RAVEL -AND ARCHITECT DOES NOT RECOMMEND AND DOES NOT DIAMETER PORCHES,CARPORT (5W,5P,5M,50,GM AND 66) EXISTING DOOR GUARANTEE THAT SOLELY BY THE PREPARATION OF L/3 I ALLOWABLE (..� L 3 1/2"-7" 3/4" SLABS AND STEPS IEXPOSED TO THE I HOLE ZONE d,e CLAY,5ANDY CLAY,SILTY WEATHER,AND GARAGE 3,500 I�00 b THESE PLANS SHALL CONSTRUCTION OGGUR PROPER i/3 de th SILT 11/4"-q 1/4' 1 1/2" FLOOR 5LAB5 AND SAND CLAY,CLAYEY TILT,SILT REVIEW AND APPROVAL BY A QUALIFIED BUILDING p q 1/2'- 16" 2" 9EGOND ( AND GH) ® SMOKE DETECTOR DEPARTMENT OFFICIAL 15 REQUIRED PRIOR TO I/3 de th 40#/FT 4o#iFT PLS DEEPER THAN 16" 3" 'AT 2&DAYS P51. a.WHEN 501L TE5T5 ARE REQUIRED BY SECTION R401A,THE GONSTRUGTION. I 'SEE TABLE 8301211)FOR WFATHfftIM6 POTENTIAL ALLOWABLE BEARING CAPACITIES OF THE 501L SHALL BE PART OF •R• FRAMING NOTATION THE RECOMMENDATIONS. ® I6O.G. MIN. CLEAR DISTANCE BETWEEN HOLES= NOTES: a��N THS LOCATIONS THAT MAYBE SUBJECT TO FREEZNO AND THAWING VIVN6 b.WHERE M-PLACE SOILS WITH AN ALLOWABLE BEARING CAPACITY GONSTRUGTION SHALL BE AIR-EMRAINW GONC �N RA66MAZE HTH FOOTNOTE a. OF LE55 THAN 1,500 P5F ARE LIKELY TO BE PRESENT AT THE 51TE, SEAL AND S 1 C7NATURE CONGRfTE SHALL BE AIR-ENTRANEO.TOTAL AIR CONTENT(PERGENT BY VOt1JME OF THE ALLOWABLE BEARING CAPACITY 5HALL BE DETERMINED BY A A 2x DIAMETER OF THE LARGER HOLE 1. HOLES) MUST BE LOCATED COMPLETELY IN THE ALLOWABLE GONCRM SHALL NOT BE LESS THAN 5 PBQf', T OR MORE THAN 7 PEIRrAW. 5OIL5 INVBT16ATION A_I SECTION MARK HOLE ZONE. FIR5T 'SEE SECTION R4022 FOR MI*W GEMfNNn-nOU5 MATERIALS CONTENT. 2. NO RECTANGULAR HOLES ARE ALLOWED. 50#/FT 50#/FT FLOOR 3. NO MORE THAN THREE HOLES ALLOWED PER SPAN. 4. TABLE 15 VALID FOR SINGLE AND MULTIPLE SPAN UNIFORMLY GENERAL CONDITIONS: LOADED BEAMS ONLY. TABLE 15 NOT VALID FOR CANTILEVER 1. ALL DIMENSIONS OF EXIST. STRUCTURES SHALL BE VERIFIED BY GONTRAGTOR PRIOR TO GON5TRUGTION. IF ANY DISCREPANCIES/CONDITIONS ARI5E WITH THESE PLANS PRIOR TO OR oEo A syzTF 5.SECTIONS. DURING THE COURSE OF CONSTRUCTION,CONSTRUCTION SHOULD CEASE AND THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY. FAILURE TO DO THIS WILL RESULT IN THE ARCHITECT ALLOWABLE HOLES IN CSP LAM LVL DEFLECTION B EG ION SHOULD BE CONSIDERED TO AVOID PROBLEMS WITH FOUND. A59JMINO NO LIABILITY WITH THE ACTIONS TAKEN TO CORRECT THE DISCREPANCY. PIPING. DEMOLITION: SCALE: N.T.S. 6. DO NOT NOTCH, DRILL OR CUT 6P LAM LVL EXCEPT AS SHOWN nLOADPATH DIAGRAMI n IN THIS DIAGRAM. 2. G.G. TO FURNISH 8 INSTALL TEMPORARY BRACING d SHORING PRIOR TO THE REMOVAL OF ANY STRUCTURAL ELEMENTS. FOUNDATION: s� oao43$ yo 3. ALL FOOTINGS SHALL BEAR ON UNDISTURBED VIR61N 501L HAVING A MIN. 3000 P5F BEARING CAPACITY A5 PER 2010 NY5 CODE, 5EGT. 8401, TABLE R401.4.1,OR COMPACTED TO qT� >F`31/ L O F I� L MAX. D DEMOLITION: CONFORM TO THI5 CAPACITY. IF GOMPAGTING 15 PERFORMED,501L TE5T5 WIH BE REQUIRED 8 APPROVED BY THE ARCHITECT. �- FROM I 4. ALL CONCRETE FOOTINGS SHALL CONFORM TO 2010 NY5 CODE SECT. 8403 MIN. 2,500 P.5.1. 0 2b DAYS PLAIN CONCRETE UNLESS OTHERWISE NOTED WITHIN THESE PLANS OR L/3 L/3 SUPPORT I LC3 WHERE EXISTING WALLS ARE INDICATED TO BE SPECIFICATIONS WHEN APPLICABLE. REMOVED, GONTRAGTOR 15 TO PATCH EX15T. FRAMING � 5TRAPPINO: NO FLOOR, ADJACENT WALLS R CEILING FINISHES h5 �DI6 `NOTCHES # ��D/3 D D/3 T D REO'D (T`(P) 5. ALL FLOOR JOIST SHALL BE DOUBLED AT END RUNS,UNDER PARTITIONS RUNNING PARALLEL TO THEM AND UNDER BATHTUBS. MAX. b. BLOGKIN6 SHALL BE PROVIDED TO SUPPORT ROOF GUTTERS,FASCIA ENDS,GYPSUM BOARD CORNERS AND EDGES,GABINET5 AND A(CE55ORIE5,ETC. D/b MAX. I. INSTALL FIRE STOPPING AT ALL REQUIRED LOCATION5 TO COMPLY WITH 2010 N.Y.5. CODE 5ECTION5 502.13,b02.S d 1003.Iq. Project No. 16-124 VD/3 RAFTER/ GEILIN6 JOISTS PLAN D MMEN &. PROVIDE FIRE RATED A55EMBLIE-5 AS INDICATED ON DRAWINGS AND IN COMPLIANCE WITH APPROPRIATE TESTI% AGENCY SPECIFICATION. MAX. PLAN DIMMENSIONS ARE FROM 1=1N15H WALL TO FLOOR J015T - CENTER GUTS -AVFIN15H WALL UNLE55 OTHERN15E NOTED. LOAD BEARING STRUGTURE: q. ALL FLITGH PLATE STEEL SPECIFIED ON THESE DRAWINGS SHALL BE TYPE A-36 WITH UNIT 5TRE55 OF 23,160 P51, FLITCH PLATE5 SHALL BE DRILLED AT 24" O.G. STAGGERED AND SCTM #: 1000- 11-7- 06- 25.1 BOLTED WITH 1/2" DIAM BOLTS,WASHERS AND NUTS TO FRAMING MATERIAL. will L PRE55ORE TREATED LUMBER: 10. ALL STEEL COLUMNS SHALL BE 4" SCHEDULE 40 STEEL PIPE COL. UNLE55 OTHERWISE NOTED ON PLANS. ­111 L/3 L/3 so 0/3 PRE55URE TREATED LUMBER 15 TO BE U5ED FOz II. PROVIDE P05T5 BELOW ALL 61RDER5 d BLOCK SOLID DOWN TO FOUNDATION WALL OR 61RDER BELOW ZONE: R 40 0/4 MAX. 5TRUGTURAL MEMBER5 IN GONTAGT WITH THE 12. LUMBER TO BE HEM FIR #2, Fb=850, E= 1.3 x 1060R BETTER NO TL>< GROUND OR THE GONGRETE, IN AGGORDANGE 13. MIGROLAM LVL'5 BY TRU55 JOIST, MIN Fb=2,600 P51, E= Illx 10 6 Drawn By: 175 rNOTCHES WITH 2010 NY5 CODE R51q.1. 14. FASTENERS, HAN6ER5 $ TIE DOWN CONNECTORS THAT COME IN CONTACT WITH A.G.Q. TREATED LUMBER MUST BE DESIGNED FOR SUCH USE- REFER TO MANUFAGTURER5 PERMITTED . . _. SPECIFICATIONS. D/4 MAX. M,E,P NOTES: Date: Oq/08/16 FIN15HES: 15. ALL PLUMBING, WAG, AND ELECTRICAL WORK SHALL BE PERFORMED BY LICENSED AND INSURED CONTRACTORS AND IN ACCORDANCE WITH ALL APPLICABLE CODES AND REGULATING FLOOR JOIST - END GUTS L WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE AGENCIES. WITH 2010 N.Y.5. CODE SECTION 8315. 16. ALL NEW UTILITIES INDICATED 5HALL BE DESIGNED, INSTALLED AND TERMINATED BY LOCAL UTILITY COMPANY AND IN CONFORMANCE WITH APPROPRIATE RULES AND REGULATIONS AND 2 IN. MIN. 2. INTERIOR WALL COVERING SHALL BE IN ACCORDANCE ALL GOVERNING RULES. FROM TOP PIPE OR WITH 2010 N.Y.5. CODE SECTION 8702. 17. ELECTRICAL WORK TO BE UNDERWRITER'S INSPECTED AND APPROVED. AND D (ACTUAL CONDUIT lb. CENTERLINE OF TYPICAL ELECTRICAL OUTLET TO BE MOUNTED 1'-3" A.F.F. UNLE55 OTHERWISE NOTED, GONTRAGTOR SHALL FURNISH AND INSTALL A MINIMUM OF ONE OUTLET PER WALL OF JOIST M0151URE AREAS SHALL BE FINISHED WITH MOISTURE BOTTOM DEPTH) 3. ALL INTERIOR WALLS IN BATHROOMS AND OTHER HIGH AND ONE OUTLET PER TWELVE LINEAR FEET OF WALL. RE515TANT GYPSUM BOARD d GEMENT BOARD IN TUB t Iq.CENTERLINE OF TYPICAL LIGHT 5WITGH TO BE MOUNTED 4'-0" A.F.F.UNLE55 OTHERWISE NOTED. Proj. North TYP. JOIST NOTCHING DETAIL SHOWER 20. ALL ELECTRICAL EQUIPMENT d WIRING SHALL BE DE516NED AND INSTALLED IN ACCORDANCE W/ CHAPTERS 33-42 OF THE 2010 RESIDENTIAL CODE OF NEW YORK PAG. 2 ®� SCALE: N.T.S. 21. ALL PLUMBIN6 WORK SHALL BE DE516NED AND IN5TALLED A5 PER THE 2010 RESIDENTIAL CODE OF NEW YORK STATE, CHAPTER 25-32 INCLUSIVE. ALL DOMESTIC ® ®� C.��SALE PRINTS WATER 5UPPLY LINE5 5HALL BE COPPER TYPE 'L' UTILIZING 5% MAXIMUM LEAD CONTENT 50LDER