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HomeMy WebLinkAbout39678-Z o�rrzF S�FF�LKCOG Town of Southold 1/5/2017 P.O.Box 1179 a - a' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38761 Date: 1/5/2017 THIS CERTIFIES that the building ALTERATION Location of Property: 1015 Robinson Ln, Peconic SCTM#: 473889 Sec/Block/Lot: 98.-5-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/17/2015 pursuant to which Building Permit No. 39678 dated 4/15/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: BASEMENT ALTERATION TO HABITABLE SPACE IN AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Schiller,Brian&Schiller,Danica of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39678 10-12-2015 PLUMBERS CERTIFICATION DATED 12-22-2016 Geor e Fredricks t Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy 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#: 39678 Date: 4/15/2015 Permission is hereby granted to: Schiller, Brian & Schiller, Danica 495 Spring Valley Rd Green Village, NJ 07935 To: Basement alteration (habitable space) to an existing single family dwelling as applied for. At premises located at: 1015 Robinson Ln, Peconic SCTM # 473889 Sec/Block/Lot# 98.-5-5 Pursuant to application dated 3/17/2015 and approved by the Building Inspector. To expire on 10/14/2016. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $703.20 CO -ALTERATION TO DWELLING $50.00 Total: $753.20 Building 1119ctor 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 7�, Date. ` 1q 60 New Construction: Old or Pre-existing Building: ✓ (check one) Location of Property: D/rj RcP31 Nz2byj LA LI G House No. Street Hamlet Owner or Owners of Property: 751ZI A N /LL-E jC,� Suffolk County Tax Map No 100TT00,�,,,Section ('C(g Block 5 Lot 5 Subdivision l�lC �, r Yj04 1,r_5 Filed Map. 3 3 Lot: 22 Permit No. NO Z Date of Permit. Applicant:_B2(A &J -_S61/LL._E_ ci Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary 'Certificate Final Certificate: y (check one) Fee Submitted: $ 5D ' Applicant Signa ure pF SO(/jyOlo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CA • �Q roger.riche rt(a�town.southoId.ny.us Southold,NY 119711-0959 �' c4UNT`I,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Schiller Address: 1015 Robinson Lane City: Peconic St: New York Zip: 11958 Building Permit#: 39678 Section. 98 Block: 5 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: REP Electric License No. 46288-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor 1st Floor Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 20 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors 3 Main Panel A/C Condenser Single Recpt Recessed Fixtures 16 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 11 Twist Lock Exit Fixtures TVSS Other Equipment: 1- Exhaust Fan Notes. Inspector Signature: Date: October 12, 2015 Electrical 81 Compliance Form As -�pF SOUTy Town Hall Annex ;I Telephone(631)765-1802 54375 Main Road i Fax(631)765-9502 P.O.Box 1179 1"G Southold,NY 11971-0959 GC�IDd[ BUILDING DEPARTMENT o DD TOWN OF SOUTHOI.D JAN 4 2017 BUILDING DEPT. CERT-I F I C A T-I ON TOWN OF SOUTHOLD Date: ;,-off Building Permit No. J 39--(-e--7o Owner: .�C 1 l JSP tr (Please print)- Plumber: - (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day ofjanLA2017 Notary Public, _ 5> I K ,Coun'ty TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2�/� i oF souryolo cou�m,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ _] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE. VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR = 7bfjf so cou TOWN OF SOUTHOLD BUILDING,'DEPT. 765-1802 I NSPECT ON -- -1 ST I p FOUNDATION ROUGH PLUMBING FONDATION 2ND INSULATION IV FRAMING /STRAPPING FINAL I FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION -] FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: elel DATE40 _ IINSPECTOR_2��/,--4/ OF SO-79 pTyolo cOUH1`II TOWN OF'SOUTHOLD BUILDING- DEPT. 765-1802 INSPECTION ' ' [ ] FOUNDATION IST [ ] RO PLUMBING [ ] FOUNDATION 2ND INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIOIy [ ] CAULKING REMARKS: 7 DATE INSPECTOR ho��OF SO�lyolo �coum,� TOWN OF SOUTHOLD BUILDING DEPT. 76518®2 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: DATE p I i �� INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I FOUNDATION IST [ ] ROUGH PLUMBING FOUNDATION 2ND [ ] IN ULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION REMARKS: D AT E /A Ord' I N S P E C T 0 R f (to, OF SOOT �0�� yOIO cOUNiN,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION- [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING / STRAPPING [VT FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: _ ` - e /40 &W lov DATE 06110114�1 INSPECTOR �� yo �ycoum N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] MKISULATION [ ] FRAMING / STRAPPING [ V FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELEC ICAL (FINAL) REMARKS: /sV 40 Nva- L[CAI Ci� ✓ ©{� � h ' �c. Go r 5e1� C �oov- c6l�v'%q' -�o w��-�w /-)Move,- Atft*-^ DATE yv INSPECTOR . - �l .� i ROUGH 11 r IN5UL.ATION PDA N.Y. sTATF,ENERGY • ! r i Mb millm Smal"'MM , JIM WOMAN'S'� .w.�- �� •lam ��� 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 Suryey SoutholdTown.NorthFo rk.net PERMIT N05gK Tti � Check Septic Form N.Y.S.D.E.C. Trustees (� n�] C.O.Application / R19 E C E i `J E Flood Permit Examined l �� ,20 Single&Separate UAR 17 0 Storm-Water Assessment Form y� Contact: rr n 1 �G'j2J l�ZZ Approved 20 BLDG DEPT Mail to: ✓ ""�v� Disapproved a/c TO nr cr Uig' nu Phone: Expiration (� l ,20 6 Bui i Inspector APPLICATION FOR BUILDING PERMIT Date I ' 20 15 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspect o'r 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 inrpairt'for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. L L_Vz- "(Signature of applicant or name,if a corporation) Sw NA VAg:t-y-?") (Mailing address of applicant) dfgt,�Ey V 1 LSA Q �/-J 0 y�q ✓1 'j State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises M 1 A J\J LL 9 P (As on the fax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: �0 I I D 1 `7 ROB 11��0 House Number Street a Hamlet I.� County Tax Map No. 1000 Section V CAS Block - t ;,;;rr ; ;,. pt. Subdivisions �'� - Filed Map No. Lots 2. State existing use and,6ecupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy e-S) b. Intended use and occupancy 'c S f�1✓f\f i� 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work R/V d v l4 ' Y d �l)T- (Description) �— 4. Estimated Cost— &-60 1000 ,cc Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars � f DO, 6. If business, commercial or mixed occupancy, specify nature and extent of each typee of pse. 7. Dimensions of existing structures, if any: Front Rear 5 Dep h J Height Number of Stories ,� /!y� Dimensions of s e structure with alterations r dditions: Front /u/�`` Rear Depth Height 1 N robed Qptones 8. Dimensions of entire new construction: Front �56115 Rear 5'3�5 1 doth r Height Number of Stories / 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner A/4Liff-1;f- 11. Zone or use district in which premises are situated �- V6 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� -P9Z,;A Aj :9C Q i LLF2-- 14. Names of Owner of premises . ,. Address.(i(4-fbkV1UAt4ENJ004,one No Name of Architect Address V50,P1076V kl-)6vF.` hone No " Name ofContractorlf;'nelfxi Jcyu.I N -AddresF 177101t,)TWJt.Gk1j:)& r Phone No. (031 15 a. Is this property within 100'feet of'a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO_� * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants'and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) -J 05 r't't kbI-.,eN being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (�)He is the C-0 (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 / day of /�'/�� � 2016 Haynie neen Notary ! pp Notary Publ' Sit e of Applicant Notery.�Public,State of New York gn No.01WA4816010 Commission Expires r- Scott Aa Russell j -vlr;� STOR M[WAT]EIK- SUPERVISOR 2 M[AN A.GIEM[IEN F SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 7- Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORD SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No/ (CHECK ALL THAT APPL O ®® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ® 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. ®`D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑[D'E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of--any-watercourse.---- E] F. 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. #: 1000 Date: DLstr NAME: wrni Section Block Lot FOR BUILDING DEP:11i.TMENI- LSE OILY Contact Information fdphone Nmn6cd Reviewed By: / — — — — — — — — — — — — — — — — — — Date: Property Address / Location of Construction Work. — — — — — — — — — — — — — — — — Approved for processing Building Permit. A.) LG�YLp Stormwater Management Control Plan Not Required r)n f cA ® Stormwater Management Control Plan is Required (Forward to Engineering Department for Review) FORM 4 SMCP-TOS MAY 2014 so�ryol 0 1 ex J [ Telephone(631)765-1802 54375 Main Road- ') t, _ i 012 {631}765- 5 6x TT7 +. G Q r0 er.richert tOWn.sout�iO�d.n .us uthold,NY 11971-0959 °; ! • �O � � l U JUL 3 0 201 -' BUILDING DEPARTMENT TOWN OF SOUTHO]LD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY. f Date: � S Company Name: J Name: License No.: 2 �- Address: a x 3�— Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: s G *Address: C dam: L *Cross Street - *Phone No.: C '3 f 7 �'o 3 - Permit No.: 7� Tax-Map District: 1000 Section: Block: - Lot: �— *BRIEF DESCRIPTION 9f WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: 69)NO Rough In Final *Do you need a Temp Certificate: YES / NO - Temp Information(if needed) Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other "New Service: Re-connect Underground Number of Meters Change of Service Overhead 4dditional Information: EPAYMENTePUE WITH APPLICATION y[ 82-Request for lnspecUon Form r00 Town Hall Annex �+� Telephone(631-1802 54375 Main Road � Fax(631)734-9502 P.O. Box 1179 N Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF. UTILIZATION:OF-TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: P.A2C1+ I r7 v. Owner: 2 ► A �I Location of Property. U /5 `fid 7?>1'IQ S o IJ LA .' PES Please take notice that the (check applicable line): New residential`structure Addition to existing residential structure Rehabilitation to an existing residential structure >' to be constructed or performed at the subject property-reference above will utilize (check applicable line): 1J1� Truss type construction(TT):• /l0 Pre-engineered wood,ponstructidn (PW) r S Timber construction (TC) in the following location(s) (check applicable line): Vo Floor framing, inclUdirig,girders and beams (F) ; Roof framing (R), IV 0 -Floor and roof framing (FR) Signature: Name (person submitting this form): q i Capacity (check applicable line): Owner Owner representative TrussResReg15.docx Effective 1/1/2015 6" DIAMETER REFLECTIVE RED.- ROMAN ALPHANUMERIC :,"PANTONE _ DESIGNATION OF CONSTRUCTION TYPE BASED;ON SECTION 602 OF - THE BUILDING CODE OF NEW YORK STATE 2" MIN. REFLECTIVE WHITE 4 1/2" STROKE --..._ .....-- •-•------------------..... .._ -• �ESiGN'ATtfl�l-FOfi'`STf2t�C'1`Uf2'AL - --------- .. __...-- • --- C-OMf?ONENT_S,THAT•ARE OF _ TRUSS CONSTRUCTION "F" FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS "R" ROOF FRAMING "FR" FLOOR Ab ROOF FRAMING TRUSS IDENfIRW11 ON.SIGN CCMPI LANCE WITH 19 W.CRR PART.126544qe- N7mCkE CODES o1VISI0IJLWNEW /R_E TRUSNTIFI S IDECP,TION SIGN! DATE:C&0&2005 YORK STATE DEPARTMENT OF STATE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATION ;DEP5R7�{ENxi0F,`57tfE- 144 2, TOWN OF SOUTHOLD PROPERTY RECORD CARD STREET DIST. SUB. LOT e �,�O R 1Ek N E ACRI, 45- w TYPE OF BUILDING RES.Z SEAS. 'VL. �FAwt COMM. CB. MISC. Mkt. Value LAND imp. I TOTAL DATE REMARKS T's P10 6 � om, _Z2 PZ -yo i 2 6 0 k4 60 0 I 62-06 (fo?7SAL de k c& C, . r t AGE 2U1LDlNGZ'ONqIT I ;P e 140 CL4-jJc--,. 24 i m# zD 7fo+era4l' OS 66m,6-11A Tillable 1 413 Tillable 2 v- 01(t- -1 Mable 3 -7 SoSA-erfeA )v &l (};l 4570c �f&odland Swampland f FRONTAGE ON WATER Erushicnd FRONTAGE ON ROAD House Plot DEPTH BULKHEAD TOWL DOCK r 1 i r :r r I NO z NONE MEN NO No MEMIN ■■■ iiii ■■■■■SEEMMAN MESONSr t ME mom IME ■■■ ..■■■■■IMMERSION ME= SOME SUISSE NONE ME MERIN mom j � � A-1��•..'-' L`''ir 3 9 t♦ Tf.�s WOME ■�■�■■■■■■■■ ; � � t -'�`� =r �` £Z �-'� s .'rte' _ - ■■■� r �' IF t�� i 4 n r'S..r�.j = ,J! y 3 .'y- }'�.� ]w'_ .t/f • S� f t�ri I a" �-y�'1` ?' {%�� i3r�.f� y�{ :-��' r�„ �1.�'T BUFF.CO.HEALTH DSI''i.APIPROVAL H.S. NOT-=-,STI OWN -- _. SUFFOLK COUNTYK14L � � H3iT,fiH'D�F'A�ZT1N _ c 6 - 1978 Z5(c, -O? 8T r" 0D. DATE f H. D. RZF. �•s� �.r, pewage disponal. and water si.;pply._ [acilitie,` Por 't�iis Ia�s`tiall hf? a kaon (Te1.212- 43-$085) inspected by �h;s deprirf.mut and found.- O AREA: 24,858 .f „ ' to be sat�sfact DEED: NIA. Vhiat of General Engineering b1cm-biop drive ; L.OT_ ti ; ZI �t esiclerrce) N, 73`43'301E. _ :l , Z111.5-7 z • t - s 4. Co It C- 47 L) r `i 1 i •- .. 1 - f c• O - � 1 r / U SCALES-C441)'=I .... , L0T, - D w,: �V'a�artf� o�ir � off pipe t Ass;.,I+,eJ �lev.for,e�krl��rrr: I 4 / 1 ZO.O at !VW Carne-. r_� 4 TB>'THWS 4(*k EY'!S•A•VIOLATION Of •SECTION 7709 OF THE NEW YORK S1!,TE I Q l LA � --C Q.- _--..•i EDUCATION LAZY. J -COPIES760 THIS SURVEY AAA?�10T BEARI _ THE LAND SURVEYOR -D SEAL OR zz EMBOSSFA SEAL SHA,L i;vT BE CONSIDER TO BEA VALID MM' 'SPY, I3, GUARAKJEES ilE^t:-+. F.:*F SHALL 1 {{{ ONLY TO TH:Pi -. •.t !Nt IS PIMAEM.A, I TTTIE Ca'M4FRt: ' (BANG 3.t-,7 ;TITLE TO T�sE CERTIF. xwnr�l� T_'PY:NF(51 MQ P of Lo-r 2Z �aUararr- d$O W STAMP 14irJAYidat! 711-le 1t7surOYy4e Cart incl SEAL gPEOC)NtG 644Y DAKSY arid -A0 -Hfe Sovffrofol Sowings $orr�/ �5u�folk Ga, F-1 le Nlcv� No.3-434� cis 5urveydrev .Anne E3 ,!9'ZF3 ' AT RODERICK VAN TUYL. P. C.- PtFcomc T�WPJ Q� CDU fYU�U,It�.l.``f, LIC-LAND SURVEYORS-GRE NPORT, N.Y. 5u llc_ Co. :'aX MO/-- 'TEST ho'TEST HOLE BUFF.CO.'•DEPT.OF HEALTH SERVICES STATEMENT OF INTENT p A,. FOR APPROVAL OF CONSTRUCTION ONLY _ THE WATER SUPPLY-AND SEWAGE r'eYyti DATE: ` DISPOSAL SYSTEMS „FOR-THIS,,RPSI- = DENCE -WILL CONFORM TO .THE H.S�R'FtiFr NOS: STANDARDS OF SUFFOLK CO. DEPT. OF HEALTH. SERVICES. APPROVED: w 17' (5) -&P..PLLCANT_. ,• ^ .._ .. y �o��OF SOU�yol 0 Town Hall Annex 4 Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 January 3, 2017 BUILDING DEPARTMENT TOWN OF SOUTHOLD Brian Schiller 495 Spring Valley Rd Green Village NJ 07935 Re: 1015 Robinson Lane, Peconic TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. final Health Department Approval. , 1 lumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT - 39678 — Basement Alteration Eileen Santora • Residential Designer Condon Engineering PC 631-734-2794 • CUtChO Ue NY 1755 Sigsbee Road • Mattituck, NY 11952 g 631-298-1986 I ( 7 �Y� !!rZ! I r► 4l�G,I. �1 ` �, .cl-":?�= TRUSS PLACARDING REQUIRED F 'i5Gc _ f • N. /�/ p V,il � / � T T1 AU/ry t��.i, il lllS Jr. \iLC;I' f{i'i,:_�l,...Ir '`??()G�°F�vr :'llggll Yo .k— . Yi T t� 0 , t V DFSK311 071 C01--1 24 -`._. . RETAIN STORM 1�Y'ATEt� R!IrvFF � �r� x FUi�SUANT TO CHf�P iER 23v OF 1HE TOVfli CODE. UP I a � ��t.kyr ,117 1 ` rFUL �Lv�O E is U BOUT CER_I I /\vriTr TE o r I M=;,rALL- W I hIDX7W C JI L e-'p L T` RCS l�.the 17 10,'S�� � %tel l' �� IM I I 1 t W rl -j�L l.; r-_-\,7S n TOWN 4.4-'?P r , w,n r -Inrc n� �S REQUiSL Dp- F.c� C�. «J 7..:x.4FOARJ �, . CA fe- 1 j IVS01.LT I 0 W i �H V�V OC zol 1--L_ ' 311\15UL&TI0 C3 -1 i ,i e'1' g, `', •., o`� C1.. Vo v 1 APR 13 2015 ! ---- , �C,rirk 114 `" ` 4 6F34• �•' ,,i 15 ou 4-6 , P Qf�SS1t3 � �Hl v:vT I - I l 1 I I I I N I � NAILING SCHEDULE PLAN CONTENTS: ,. WIND FRAMING NOTES - OCCUPANCY CLASSIFICATION a3 I NT1A GEZ NOTES 1),RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: BUILDING a u 1-1/4'x 20 gouge strap shall be attached to each k d rafters In accordance to table 3.4. NAIL NAIL -- O1 JOINT DESCRIPTION NOTES When a collar be Is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING BUILDING HEIGHT L �O CONSTRUCTION NOTES: In each and of the collas to reed not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL;3-8d COMMON EACH TOE NAIL TOTALS . FT. OF CONSTRUCTION c TOP PLATE 10'WALL:4-8d COMMON RAFTER co 2 RAFTER-TO-WALL RESCRIPTiVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND ON 1).The Information within this set of construction documents is related b basic design„ )• CEILING JOIST 8'WALL:3-8d COMMON EACH DESIGN CRITERIA c N intent and framing details.They are intended as a construction old,riot a substitute Labral framing and shear tarn oonnnactiore for rafter,ceiling or truss to by plate shag be in TO TOP PLATE 10 WALL:4 8d COMMON JOIST TOE-NAIL 1995 SBC HIGH.WIND EDITION WOOD FRAME CONSTRUCTION MANUAL LU o for gererafly accepted good building practice and compliance with current New Yate accordance b tabic 3.3.When a rafter a mass do not fsN in line with studs below,rafters FRAMING ELEMENTS AS PRFLOOR P NS CR SS SECTION AND GENERAL NO o ° k'h ! State building codes.The General Contractor is responsible for providing standard or trusses shall be attached b the wag top plate and the wan top plate shell be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE TES � i k construction details and procedures b ensure a professionally finished,atrhrcturally the b the well stud with upinl connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL EXT. BALCONIES 60 � y f sound and a weatherproof completed product. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE V n • Man be connected with mronnectlons In accordance with table 3.3c. DECKS OVER PARTITION WFCM-SBC LAP NAIL 40 2).The General Contractor is responsr�ie for ensrrtnp that an work and oonstru 3).WALL-TO-WALL ASSEMBLY: ATTICS w/o STORAGE 10 rn meets current federal,state,county and local codes,ordinances and reguladons,tic. Wan studs above and studs below a floor level shag be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS w/ STORAGE } 20 TORAFTER WFCM-SBC END NAIL DESIGN LOAD CALCULATIONS nn These codes are lo be considered as Part d the specifications for this ung and so= once with table 3.3b.When wag studs above do not fall In One with studs below,the ROOF (GROUND SNOW LOAD) 20'x„ i LO should be adhered b even if in variance with the plan. studs shag be attached b a common member In the floor assembly vAth uplift connectors In BLOCKING EACH TOE (LIVE LOADS PSF) 2-8d COMMON ROWS (OTHER THAN SLEEPING) 40 accordance with tattle 3.3. TO RAFTER END NAIL ROOMS 30 3).Dimensions Mall take precedent over scaled drawings. RIM BOARD 2-18d COMMON EACH END STAIRS (SLEEPING) 40 � (DO NOT SCALE DRAWINGS). 4}.WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL 4).The engineer has not been engaged for construction supervision and assumes no connectors.Steel streps Mag First wall studs shall be connected ave a the embedment of foundation,all plate,7 ir°�In concrete to late w1m°per - WALL FRAMING: GAURDRAILS.(ANY DIREC710N 200 I I responsibility for construction coordinating with these plans,nor responsibility for foundation enol slab-on grade,l5 incites in masonry bbdc found tions,or lapped under EXPOSUREATY �..r�....,. construction means,methods,techniques,sequences,or procedures,or fur aatety the plate arid Waned In accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION QTY. SPACING NOTES LOAD PATH SEE CONSTRUC i10N AND ArIND `PATH CONNECTION ! precautions and programs In ownectlon with the work.There are no warranties for a bottom plate,3 Inch square washes Mall be used with the ander bolls.Anchor bolt (ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE speeft use expressed or implied In the use of these plans. spacing is to be spaced and sized In accordance to table 3.2r,In addition b spacing, TOP PLATE TO 2-18d COMMON PER FACE NAIL .; TOP PLATE FOOT SEE NOTE:1 NAILING CH _ SE GENERAL NOTE PAGE anchor bons ere b be spaced between 6-12 inches from the end d a sin plate and all F comers. TOP PLATES AT JOINTS FACE -- + .,).Refer to the Window and Door schedule for exterior openings. 4-16d COMMON EGRESS SE FLOOR PLANS AND WINDOWSCHEDULEA+ ! I INTERSECTIONS FA SIDE NAIL W 6}.The General Contractor is b ensure that masonry a prefabtactad fireplaces meets 5).TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: - FIRE PROTECTION I STUD TO 24" FACE SEE FLOOR PLANS or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum d 7116 inch wood structural panel on the exterior 2-16d COMMON SMOKE do CO2 DETECTORS attached with 8d common Pegs at 6"o.c.at the panel edges ano 12"o.c.In the field,and STUD O.C. NAIL HEADERTO Is,O.C. FACE TRUSS ESIGN N A - STr1� r1R TIuK ME CONSTRUCTION 7}.The General Contraclor ls b consult with the owner for all buNtan items 1r2 Inch 9YPe wallboard interior attached with 5d nxd+ler rails at r o.c.at panel 16d COMMON **`� such as bookcases,Melvkng,pantry,closets,trims,etc. edges and 1("o.c.in the field shag be in accordance with the length requirements specified HEADER ALONG EDGES NAIL ENERGY CALCULATIONS RESCHECK ,_,. RELEASE� 1 In table 3.158-b. TOP OR 8070M 12-16d COMMON PER 2x4 STUD END j 8).Wind bed requirements Mall be taken Into account during construction. PLATE TO STUD 13-16d COMMON PER 2x6 STUD NAIL - 6).TYPE ii EXTERIOR SHFARWALL CONNECTIONS: � �w! FOUNDATION NOTES: Type n exterlor shearwah shall meet the requirements of table 3.159-b times the appropriate BOTTOM ,BANPLATTO: FLOOR JOIST, � PER FACE NAIL IGIVIIIII BAND�OI.,T, c-16d COMMON ,r..r 1).The General Contractor and Mason b review plans,elevations,detags and notes b ab}int facb lo tablo 3.16. END biST OR BLOCKING FOOT SEE NOTE:1,2 determine Intended heights of finished floors)above typical grade. 7).INTERIOR sHEARWALL CONNECTIONS: FLOOR F RAM I N G: Allowable sidewag lengths provided h table 3.14 shall be permitted to be Increased when 41, 40 2}.AN footings to rest on undisturbed(villin)son.Assumed bearlig 3000psfNAIL NAIL interior Meerwah are used.Sheathing and connections shall be in accordance with _ JOINT DESCRIPTION QTY. SPACING NOTES 10 expansion joint material between concrete slate and abutting2.4.4.2.and 2.2.4 respectively JOIST T0: PER TOE CLIMATIC & GEOGRAPHIC DESIGN_ CRITERIA 3).Provide 1 4-lid COMMON j t concrete or masonry wags occuring in enderbr or unheated k�riorareas. g}.CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR.GIRDER JOIST NAIL GROUND WIND SEISMIC FROST WINTER ICESHIELD \# !leader and/or girder connections stroll be attached with uplift connections in accordance BRIDGNG EACH TOE SNOW SPEED DESIGN WEATt-!,FV4G LINE TERMITE- DECAY DESIGN UNDERLAYMENT �� rasa 4).Any new concrete wags being attached to existing concrete structure shag with table 3.5.Window sin latex shorn be have steel connectors it 9caordance with table 2-8d COMMON HAZARDS ' be Installed with#4 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. p TO JOIST END NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED BLOCKN G EACH TOE MODERATE SLIGHT TO ~ 5).Unless dhenwise noted,an slabs on grade to be 2500 p.s.L.Concrete to be g.CATHEDRAL CEILING 11SSEMBLY: TO JOIST 2-8d COMMON END NAIL LBS. 120 B SEVERE 3 FT. . .,�� TO HEAVY MODcRATE poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs Where a ridge is to be used as a structural beam,the•ratters Mag sitar be rhotcl and BLOCKING TO: 3-16d COMMON EACH TOE ,f to be minimum 3-1/2 inch thick. anchored on top of the beam or slope connectors shag be attached to each ratter-tofidge SILL OR TOP PLATE BLOCK NAIL 0 j 6).Crawl spaces to be provided with a minimum 18"ha4'acoess opening.Install ore a eed part of b ridge crab " 'du be LEDGOEB IIP 3-16d COMMON EAM o sT FACE NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 8x18 cast iron fourdabon vent for every 150 sq.ft.of area. SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 7).Dampproof TO BEAM JOIST NAIL d fourhdaton with bihamhhhoua coating per section R406 of ` DECK AND COVERED PORCH NOTES: JOIST ER 3-6d COMMON exterior PER TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD I 1 4 PERIMETER EDGE ZONE 8d COMMON®6'Q.C. } 8d COMMON @ S'D.C. SEE NOTES:1,3 N.Y.S.Residential Construction Code.A 6-mil polyethylene film shell be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure heated lumber. BAND JOiST PER END i the below grade portion d exterior wags prior to beckffOng. All fasteners,hangers and anchors to be gaMnized or stainless steel. TO JOIST 3-18d COMMON JOIST NAIL INTERIOR ZONE 8d COMMON®6"O.C, 8d COMMON C 12'O.C. SEE NOTES:1(BOTH FIELDS) NOTE:2 FOR PANEL FIELD l• t 8).Drahge eas per sectionR405 of N.Y.S.Residential Construction CadCiders for 2).Cidfor deck Plate b be bolteb d each post ugdBAND JOIST T0: PER TOE NAIL GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON 4"O.C.h washers and ruts. 2-18d COMMON ®4'O.C: ' � SEE NOTES: ♦y ti '. i Girders an compete piers shah be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 6d COMMON FRAMING NOTES into concrete with a minimum 1r2*die x r long anchor bon with washers and nuts. ROOF SHEATHING: NOTES n 1).AN framing techniques and methods as prescriptive design of$HSBC High Wind 3).Poets supporting gliders shall be anchored to a 12'x121x12"thick concrete footing. J JOINT DESCRIPTION �LNAIL NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. �• EdiGorh Wood Framing Construction Manual. ?110J Use a minimum 112"die x r long anchor bolt with washers and nuts.Footings Shall QTY• SPACING be 3 R.below grade.Concrete piers to be used with all porches/decks with roofs or pergules. STRUCTURAL PANEL 8d AS PER TABLE 3.8 1).For rod sheathing within 4 feet of the perimeter edge of the roof,khckrdfrhg 4 feet on n>ter�t:,Ilan of the roof peals, 2).Unless otherwise noted,all framing and structural wood material to be f12+BTR.` WFCM-SBC the 4 foot perimeter edge zone attachments rhquked shag be used. Douglas Fir. 4).Deck Joists to have blocking at 8'0 o.c.. CEILING S H EAT H I N G. 2),Tabulated 12 inch o.c.nag spacing assumes sheathing attached b raflor/truss iromkxJ members with G>0.49. 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.a unless noted 5),A minimum of 10 inch flashing stmN be installed between the building and ledger. NAIL NAIL For framing members with<0.42<G<0.49,the nail spacing shag be reduced tri 6 Inches o.c. otherwise. Ledger b be fastened b bugdltg with 1/2"die.bolts with washers and nuts J01NT DESCRIPTION QT,. SPACING NOTES where needed. GYPSUM r O.C.EDGE 3).Tabulated 4 Inch o.c.nen spedmg assures sheathing to rafter J truss framing members vdth G>0.49.For 4).Unless otherwise noted,an bearing wag headers b be(2)2x10#2+BTR Doug.Fir. WALLBOARD 5d COOLERS 10"O.C.FIELD framing members with 0.42<G<0.49,the nag spacing shag be reduced to 3 inches O.C. ! Bearing wag headers b have(2)Jack studs and(2)fug length skids on each aide d an 6).Concrete piers shag be a minimum 8'above grade. j WALL SHEATHING:, openings.LVL headers to have(3)Jack Muds and(2)fug length studs on each side of ope*tga.Bearing well window of Mag also have(2)window sill plain for 2x4 wag 7).An Joists to be supported with hangers and anchors.Each Joist shed also be anchored openings between 44 and 6'0 and 2x8 well openings between 5'11 and 8'9.Provide fire to girders). JOINT DESCRIPTIONNAIL NAIL NOTES and blocking where applicable. QTY. SPACING WALL SHEATHING REQUIREMENTS FOR WIND LOADS: 8).Covered Roofs shall be assembled and anchored the some manner as a typical building. STRUCTURALAS PER TABLE 3.9 NAIL SPACING NAIL SPACING AT INTERMEDIATE WFCM-SBC SBC AT PANEL EDGES' SHEATHING LOCATION i NOTES 5).AN flush beamsRheaders b be Installed with heavy duty galvlhized hangers and PANELS ' SUPPORTS IN THE PANEL FIELD anchors where applicable to all connecting jdwta. PLUMBING NOTES 7/16"OSB 3"O.C.EDGE PLYWOOD 6d COMMON ti"O.C.FIELD 4'EDGE ZONE 8d COMMON®( O.C. 8d COMMON Q 12"O.C. SEE NOTES:1,3 v BOTH FIELDS) 6}.Double up floor Joists under walls that run parallel to the floor joist and under bethtubs. 1).AN water supply,drahege and venting to be IhataNed as per N.Y.S.Residential NOTE:2 FOR PANEL FIELD Floors to have ceramic eta Installed Mall be verified for proper load capacity unless noted: Cordhwflon Code. GYPSUM 5d COOLERS 7" O.C.EDGE INTERIOR ZONE 8d COMMON®W O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 on plans. WALLBOARD 10"O.0.FIELD 7).Provide blocking/bridging In floor Joists at 8'0 o.c..Use wild blocking In floor Joists 2).Verify,septic system with the Engineer for Suffolk county Huth Department approval. FLOOR SHEAT I N G: NOTES under an bearing walls. 3).If wan studs,plain orJoists are cut out dudng Installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTtONE[S"IN SCHEDULE NOTES ONLY. provide adequate bracing and plates b protect and secure the structure.Verify with the QTY. SPACING i 1 8).Provide Insulation be(fbs at nave vents between rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and speclg permitted. STRUCTURAL PANELS 6"O.C.EDGE 1).For well sheathing within 4 feet of the comers,the 4 foot edge zone bttedwri rt requirement shell needed. 1"OR LESS 8d COMMON 12"O.C.FIELD be used. .r _• 1 HVAC SYSTEM NOTES 9).Unless otherwise noted,ell roofs and walls to have a minimum 112"trick,4 ply Fir .' 1).Mechanical subcontractor Is responsible for adhearing b all applicable codes and safety NOTES: 2).Tabulated 12 inch o.c.nag spedng assumes sheathing sttaded b stud framing members with ��/J. CDX exterior sheathing grade plywood.Plywood b Dover over plates and headers. reopernwrie. G>0.49.For framing members with 0.42<G<,the nail spacings shell be reduced to 6 inches o.c. . I! SN . j cb �, { ._:,a �rtj THESE NOTES ARE ONLY TO BE REFERRED TO IF 10).Unless dense noted use 3/4"thick T&G PTS FI or Advardech plywood sublbor MENTIONED IN SCHEDULE NOTES ONLY. 3.For exterior adhered with PL400 adhesive and acrevved b floor joists.Finished floor b be Installed 2),HVAC subcontractor Is to fully coordinate all system data and requirements with the 4 ) panel skiing,gelvinized box nags shall be permitted to be substituted for common nails. 'Y� over subfloor as per manufactures' Ihstruc&m. equipment 1).Nailing requirement's are based on wan shoorMing 3.HVAC eubconhacbr b final dravri and submit it b the General p 9e g I`provide final sYs layout n9 nailed s"on center 9t the ed If wan shooting } • ; > - ! { 11).AN bathroom walls b have 1@'fhidc moisture-realstant MeetrOdk.Garage wad and Is nailed 3"on-center at the to obtain h cell and over furnace b have 5/8"thick x sheetrvck.AN other d bund owner for flrhal review and approval. pi kgs type- pegs Ing shear capacities,nai,rng requirements for struchnrel b have regular 1/2"sheetroCk.AN walls b be taped and finished. members Mall bA dculbled,or albmata connhectora, _yc` O 1' !f ELECTRICAL NOTES: ~ ' �` { 12).AN roofwith a pitch kiss than 4:12 Meg be Installed with an Ice L3 Water barrier or 1).AN electrical to be knstalled as per N.Y.S.Residential Construction Code. such as shear plates stag be used to maintain kaad path. ' approved equal.Flat rods shah be applied tlrlth a Fiberglas hese sheet with an EPDM 2).When wall steatiinlg Is continuous over connected torch down type material over. 2).Aff electrical work shag be approved by a qualified Underwriter. members,the tabulated)number of nags shall be permitted 13).AN all plates and wood in contact with concrete to be pressure treated.SNI plates to 3).install Smoke detectors and Carbon(Monoxide detectors throughout As per section R317 to be reduced tot-16d nag per foot. be Installed with a foam alit gasket and cop-r4ex termite shield or approved equal. of N.Y.S.Residential Co ubuclion Code.