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HomeMy WebLinkAbout45682-Z �00Og�FFUtR yGm Town of Southold 2/8/2021 .L P.O.Box 1179 o • �` 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41811 Date: 2/6/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 900 Albo Dr,Laurel SCTM#: 473889 Sec/Block/Lot: 126.-3-19 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/22/2018 pursuant to which Building Permit No. 45682 dated 3/30/2018 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: "As built"alterations and rear deck addition to an existing single family dwelling as applied for. The certificate is issued to Figurny,Jayme of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42512 07/02/2019 PLUMBERS CERTIFICATION DATED 10/09/2019 G(o-r'R Fredrick ut oriz d ignature 1 o�SVF c,r�o TOWN OF SOUTHOLD BUILDING DEPARTMENT 2 TOWN CLERK'S OFFICE o • 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#: 45682 Date: 1/16/2021 Permission is hereby granted to: Figurny, Jayme 1525 Bergen Ave Mattituck, NY 11952 To: legalize "as built" additions and alterations to an existing single family dwelling as applied for. Replaces BP 42512. At premises located at: 900 Albo Dr, Laurel SCTM # 473889 Sec/Block/Lot# 126.-3-19 Pursuant to application dated 3/22/2018 and approved by the Building Inspector. To expire on 7/18/2022. Fees: PERMIT RENEWAL $862.60 Total: $862.60 ilding Ins �tr�r - gUFEO�,� TOWN OF SOUTHOLD ��0`9 c°may BUILDING DEPARTMENT W TOWN CLERK'S OFFICE may.• o� 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#: 42512 Date: 3/30/2018 Permission is hereby granted to: Figurny, Jayme 1525 Bergen Ave Mattituck, NY 11952 To: legalize "as built" additions and alterations to an existing single family dwelling as applied for. At premises located at: 900 Albo Dr., Laurel SCTM # 473889 Sec/Block/Lot# 126.-3-19 Pursuant to application dated 3/22/2018 and approved by the Building Inspector. To expire on 9/29/2019. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $1,675.20 CO -ALTERATION TO DWELLING $50.00 Total: $1,725.20 ding sp ctor 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 ate. Mardi 15 �d New Construction: Old or Pre-existing Building: (check one) Location of Property: qoo A f4o ouse No. Street Hamlet Owner or Owners of Property: T Yri2 :� Ve,n Suffolk County Tax Map No 1000, Section 12& Block 3 Lot 19 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: 7jaWroe Fiq v r Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ D� � Lj Applica t Signature DENISE A CZARN£CKI Notary Public,Steto of New York No 6041 em Qualified in Suffolk Ccurrty f j ^ Comma •,t ❑ r,; �/I y SOUIy® Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roger. ichert(a-)town.soutd.n holus Southold,NY 11971-0959 g y' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Jayme Figurny Address: 900 Albo Drive City: Laurel St: New York Zip: 11948 Building Permit#: Ll &&a 42512 Section. 126 Block: 3 Lot: 19 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 X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY - Service 1 ph Heat gas Duplec Recpt 37 Ceiling Fixtures 7 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 9 Wall Fixtures 8 Smoke Detectors 4 Main Panel A/C Condenser Single Recpt Recessed Fixtures 25 CO Detectors Sub Panel A/C Blower Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt30a Emergency Fixture Time Clocks Disconnect Switches R26 Twist Lock Exit Fixtures �] TVSS Other Equipment 3-combination Smoke / co detectors, 6-ARC fault circuit breakers, 2-bath fans Notes: Inspector Signature: Date: July 2 2019 81-Cert Electrical Compliance Form.xls %Vsf SOj/p��l Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Q "� Cg BUILDING DEPARTMENT TOWN OF SOU7C'HOLD �JU OCT - 8 2019 CERTIFICATIO-N Date: _ 14—-rT Building Permit No.. Z 4­1 Z Owner: (Please print) Z 76,y1V10 Plumber: 66RdIy-e ��Cln ckr _.SOU OV 0/1)1Y//'l �lease print) `� s 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 ROBERT F MARKS NOTARY PUBLIC-STATE OF NEW YORK day of © obey 20 No.01MA6364702 Qualified in Suffolk County MY Commission Expires 09-15.2021 Notary Public, J - .C'bunty ho��OF SO(/ly�lo �y�OUM'1 N� 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: DATE f / INSPECTOR `�-' _plso`,rl000� hod*OF SOUIyo� * * 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 [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: b lAJ V; ®K' vogsklye'l jlpst, oyl mab* t km ao� IT— WV ShOlA)Aoo, otey u re�, Cat A gq oz cf e2n Ci ` DATE INSPECTOR OF SOUTyO� # TOWN OF SOUTHOLD BUILDING DEPT. IOU 765-1802 INSPECTION FNDATION 1ST [ ] ROUGH PLBG. NDATION2ND ( ] INSULATION MING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION b-.061RE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ['V'4 CAULKING REMARKS: 4 ® 6p> orri �= 1 t DATE INSPECTOR LJ y 1 � * # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION [ ] FOUNDATION 1 ST OUGH PLBG. [ ] 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: 1 r l�/ O✓ r✓ oy) 6s %Aaqm-vo6- � wlr • DATE INSPECTOR �o�apF SOUTyO� f # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: - f AA&-ti6 t ".,9 �' 1 +>✓ DATE 1rol INSPECTOR J_ j Of SOUIyo # # TOWN OF SOUTHOLD BUILDING DEPT. courm�� 765-1802 INSPEC 10-N. [ ] FOUNDATION 1ST [ �Rp GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: x L.-JA %jo&41149 L- U DATE CO INSPECTOR l L �o�aOF 50U1�o� # TOWN OF SOUTHOLD BUILDING DEPT. courm NE'' 765-1802 INSPEC ION [ ] FOUNDATION 1 ST [ ROUGH PLBG. [ ] 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: r v � DATE INSPECTOR Wk �o,\,oF soulyo<o # # 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 [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR ` y OE SOU * TOWN-OF SOUTHOLD BUILDING DEPT.- �o . �o cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [~ ]= FIRE-SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REM RKS:00 )�,,j 900 Mvid- XPi61h qkA �t" Uf ) '& p o - ��,�� - DATE INSPECTOR �o��,oF souryolo cou►m,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-18®2 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. 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Peter Altenreither BPI Energy Assessments 226 Smithtown,Blvd, Unit 111 DOE Home Energy Scoring Nesconset, NY 11767-2427 Al Manual J/D/S HERS Ratings Tel:631.384.8498 4 Blower Door Testing Fax: 631-979-0824 41 oil Duct Blaster Testing Email: Peter.iREAP@gmail.com " ANSI Level I Thermography i ElkP - -- - Blower Door Test Certificate Permit#: Address: ��� (71/��® /� City: State: NY Zip: e Conditioned Floor Area (M): I CFA Volume(ft3): �O CFM50 @ 3 ACH = - ( 3 x Volume/60) Test Result: �(a CFM @ 50 Pa ACH= 3 (CFM-60N) 402.4.1.2 Testing.The Building or dwelling unit shall be tested and verified as having an air leakage rate no exceeding three air changes per hour.Testing shall be conducted in accordance with ASTM E 779 or ASTM E 1827 and reported at a pressure of 0.2 inch w.g.(50 Pascals).Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weather-stripping or other infiltration control measures. 2.Dampers shall be closed,but not sealed,including exhaust,intake,makeup air,backdraft and flue dampers,but not sealed beyond intended control measures. 3.Interior doors,if installed at the time of the test,shall be open. 4.Exterior openings for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Heating and cooling system(s)shall be turned off; 6.Heating and cooling systems,if installed at the time of the test,shall be fully open. I certify:that the above building leakage rates are accurate at the time of testing and determined using standard RESNET blower door testing protocol and ASHRAE/ASTM E779. Company Name: independent Residential Energy Assessment Professionals, LLC Company Address: 226 Smithtown Blvd, Unit 111 Nesconset, NY 11776-2427 JAN 2 8 2021 Technician: Peter Altenreithers,„� BPI ID#: 5011324 RESNET ID#(RFIN):XSAGNQ Technician Signature: Date: I • ■ • CoMNlENTS r� _L FOUNDATION r -------------------------- ROUGH • PLUMBING [� �.L! STATE ENERGY CODE !1 ,lasff ml 1D'Allml' �� WAR ILIIWIN W c- tip., 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 �-•� G>-ts of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 f 2 �Su vey Southoldtownny.gov PERMIT NO. l Check Septic Form N.Y.S.D.E.C. Trustees C.O. pplication Flood Permit Examined ,20 Single&Separate Truss Identification Form e-Water Assessment Form ® Contact: Approved ,20 Mail to: 900 A 1 ba V e Disapproved a/c (Ca.V C�l . y 119 LIE, Phone: 631- 35( - "5(o Z I Expiration ,20 ti D �; ,71- !!,;� Building Ins ector DD MAR 2 2 2018 APPLICATION FOR BUILDIN Date Ma,r c-1 15 , 20/8 INSTRUCTIONS TOWN OF SOUTHOLD 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 Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applic or n me, if a corp or n) b 900 P110 Drive uncure_l, NY 119L'2, (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder O wr—t-r Name of owner of premises T-� Ei urr, ( s on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 900 A l bo T�,r, U e- Low r el House Number Street Hamlet County Tax Map No. 1000 Section (2-& Block 3 Lot I L"' 4 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 b. Intended use and occupancy 0�z cV M-1i,i L 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work _ Q6 (Description) 4. Estimated CostFee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front a f Rear Depth a Height l ' Number of Stories Z t i Dimensions of same structure with alterations or additions: Front Rear 7` DepthHeight .� 1 t Number of Stories 2, 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories { �Ij 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO—;K 13. Will lot be re-graded? YES NO1q, Will excess fill be removed from premises? YES NO5z- 14. Names of Owner of premises' e 1' a Address goo Albo Dr, lav,,el Piphone No. 6.1 1-35(o-,56V Name of Architect j IJ Address Phone No Name of Contractor Paul P- 6 o f an e-G Address Phone No.6 31- Z5OL 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 NOS * 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 5:2- * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) Cc —' v( n being duly sworn, deposes and says that(s)he is the applicant (Name d individual s' ping co act) above named, (S)He is the OCs. ►'Le (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. Swor 10 before me this _ ►')'� day of ff�Gtr'C+-) 20 ) 7 y Notary Public °EoMY Publlo,State of New NISEA.UARNEClAYork Signature of A licant No.SO ia®o Quaflfled In Suffolk County i-} }l q Comml"Ion&olras�__� r �L �-°S11IFQ �T�O�RAWWA\T)E)E scO�l. A. Russell SUPERVISOR o - IWA NA�(Gl]EMIENT SOUTHOLD TOWN HALL-P.O.Box 1179 u" z 53095 Main Road-SOUTHOLD,NEW YORK 11971 'ky�o tea- Town of Southold 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 ❑® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑0 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. El© 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. ; ❑® 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, —signaturer6ontact-Infformation,-Dates-&-County-Tax-Map Number!Chapter-23"oes.noi-appl*-to4our-pr.oec 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. APPLICANT: (Property Owner,Design Professional,Agent.Contractor,Other) D00 =O Date NAME: �! (Yl e I^1 U((1 3 1 I tl J/ 9 LJ Section Block Lot r // ._ ,�C}i�Bl=t}_�}\a �LP:�_,?]'�!t_ti"l Contact Inrormnorr CO3 0- 35(o- 2I Reviewed By: w - - — — — — — — — — — — — — — — — — Dale: " t ,�r /� Property Address / Location of' Construction Work: — — — — — — — — — — — — — — — — — Approved for proceb�,ng Bu,ld,ng Permit `ft Stormwater Management Control Plan Not Required _ — L,ci,u ce, dy`f (� q Lf$ r Stormwater Management Control Plan a Required- Jim ' (Forward to Engineering Department for Review.) FORM S1v1 C P - TOS MAY 2R)4DENISE A.CZAANECM Notary Public,State of New York No.5041880 Qualified In Suffolk County Commisson Expires ^ `� St1fFBUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD ti Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roger.rlchert(aD-town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION -- - REQUESTED -- Company Name: PEP -Ie-r--Lr;c- Name: (-ober-\- Qc (act i n o License No.: Y(a 2_'3g H L email: Address: 1755 (2_0C_60)_1eQ Q,4A4-0C)V `95 2 Phone No.: l--Z& - Q- Ll JOB SITE INFORMATION: (All Information Required) Name: �" m 2 Fi aO�-n Address: OD I dor' i e I . , - 9L� Cross Street: G Phone No.: (�3 - 3!5&_ 5(0_21 UC- Bldg.Permit#: email: _—a Tax Map District: 1000 Section: !Z Block: 73 Lot: [ BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final \ Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect - Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION % O� Request for Inspection Formals • ',' rye • '+ /j /f ^ _ 1.3462 APp - `�,;3 AS DATE: 3 ® � RBY oOa(J -�nln:!J'",I`C•�,�7' j°.N�� D E 'T ^G_Ar—NT�AF 'FO 4 PM FORr-EEC7-IOVS: <09-CONO� F2. RC-QUIRE 3, AAAI I- ` T _ pl tJAA8INt, 'N4 AlUS-r HE r Cir•rS G7tVSTRilr7-lana "TI,,.N. e, i¢ At : • t. �ti cC=Z IM j �� • r_ ._� ,�, ,1's; `j �. !i �1 yrrac i ' .,. T0 Zf� 't,t,,•� \was •:i ,•-. .1 \ , D i/7 DD TOWNI OF SOUTHOLD JIM DEERKOSKI, PE — � phone: (631) 298-7116 FRONT ELEVATION SCALE: 1/4" = V-011 0 IT E E--4 DAT1- 3 lt NOTIFY BULDIN`10 DEPARTMENT AT C' 'TIFICA TION A 0d" 765-1802 8AM TO IF M R)R TtlE — I-AD CONTENT BEFORE FOLLOWING WINS,SECT --ICATE OF OCCUPANCY 41. FOUNDATION - TWO REOUIRED TRUSS PLACARDING REQU17 M ALDER USED INVillj TER FOR POURED COtit,9ETF �`�J'f ,!�-�-'L)'SYSTEM CANNOT 2. MOUG11 - FRAW",3, & PLUMf,'rJ1U 3. INSULATION Blower door 0'i*CE-ED 2110 OF I% L EA D. 4. FINAL - COIJSTr�UCTION ST BE CCUPLETE. FO;t C.G. i, and ductwork ALL CONSTJ" testing required. I-JTION `:SHALL THE exterior fighting REQUIREMENTS OF THE CODES OF NEW ,e � IRX.. AT��,-,f,!OT r,,ESFON-.-U.J-: F.011 installed, replaced or YOSII .,1. MUSt provide Manuals 1 '-TRUCTION DESIG'N Or CONS repaired shall conform to Chapter 172 D, J and S as per Of the Town Code COMPLY WF1 [I ALt- CODES OF NYS Energy Code NEW YOLK STATE & TOWN CODES AS#REQUIh-ED-I'o�-, sOU­ :`j,0 Toy,!�7 t,TATERLl;,' DRAWN BY: JD T E S T INIG Lr-'F-F O;R,2 C 0 V L-p-,: K 2/26/2018 SCALE: SEE PLAN N E cuW lb),. t SHEET NO: RIGHT ELEVATION SCALE: 114" = V-0" RETAIN S707N, MRSWMT 10 CHAPTER Additional OF THE TOWN CODE. Certification Fa 07?- May Be Required. C:= CEIRTIF1,01r,11TIE U- F-I JIM DEERKOSKI. PE Lj phone: (631) 298-7116 FJ Li EAR ELEVATION � tx SCALE: 1/4" = 1'-0" 0 W W Qz o � v 1 0 o E..4 DRAWN BY: JD 2/26/2018 SCALE: SEE PLAN NEW � SHEET NO: . �R� llf LEFT ELEVATION �� � SCALE: 1/4" = 1'-0" ' 0/0 FESS\0 AFESS\0 O 1 JIM DEERKOSKI, PE phone: (631) 298-7116 6'-O" 1 I-O II_ -- ----------------- --, F (3)2X6 ACQ GIRDER 12"dia.CONC.PIER. I 3'BELOW GRADE O I I _ v I I Q I � a ZD I ry^O I I / /® LEDGER BOARD TO BE FASTENDED/ /TO BUILDING WITH TIMBERLOKO/ SELF-COUNTERSINKING SCREWS / BY OLYMPIC MANUFACTURING / (2 SCREWS @ 32'O.C.) O / O N / / N BASEMENT WINDOW(VI F) BASEMENT WINDOW NIF) W TBD(UNDER WDW.ABC/E) / /TBD(UNDER WDW.ABOVE / A H EXISTWG / / 1.4 ►�V C) ,N / o ON E-+ EXISTING , /Iy I A ------ ---�Z-//------------y� DRAWN BY: JD / / / 7 / / / / / / / / 2/26/2018 FOUNDATION PLAN_ SCALE: 1/4" = 1'-O" SCALE: SEE PLAN NEw SHEET NO: FQA�o O L RaFESSI�NP� O JIM DEERKOSKI, PE phone: (631) 298-7116 ----------------------- NEW DECK O 3,-0° x 6-S RE CE EX.W w/F CHD R O i u V m i II c3 -ll 29/32 Q Z-9 29/32 1T-I1 13/1(0 O CD. W � W Q z --- ------------------------------- <2) ------- 7STE�ECLFLITCH ------- O --- ------------------------------- (3) 7-1/4 ML w/(2)1/2-STEEL FLITCH PLATE MM w/3/4- PLATE V O ~ m Li � N N N 12'-0 1/32" 21'-9 3/16" 111 III III III I11 III ill III III III 111 III III III EXISTING PORCH DRAWN BY: JD ----------------------------------- 2/26/2018 IST. FLOOR FLAN SCALE: SEE PLAN SCALE: 1/4" = 1'-0" OF Eli SHEET NO: AFEss� Q 'i \/ a JIM DEERKOSKI, PE ' phone: (631) 298-7116 r 14'-4 15/16" 3'-21i" 18-1 15/16" =E} ------------------------------------ ----------------- ---------------------------------------------0 ---- O F(I .........., Ls LII,-­­II li Vt 1 r� W 2ND, FLOOR FLAN PCI � SCALE: 1/4" = 1'-0" '� V 1 CD " � H 2" rl r=� FASTENERTYPE: SPACING; �D^��"M 16« 5/4 DECKING Bin.BASEDANCHOR LENGTH W.LD WOOD-SCREWS ( 'I�I I 1 S 2X6 ACQ @ 16"OC BASED ANCHOR WITH 16'« Zn.EMBEDMENT LENGTH I I I I I 1 HAS dia.HORWIT I 1 a *(3) 2X6 ACQ HAS EMBEDMENT WITH 36•« Zn.EMBEDMENT LENGM I _ 1 ' I _ ( ( — I I I a I` 3/T APA PLYW000 GP,NDE RATED SHEATHING 1 11 v 1 / 1 (ALTERNATIV 7/16'05.8.) r 1 •• ( ' 1 • 1 I r• a I I ® 1GRADE P RATED SHEATHING I I I I I Ilk 1 I Q(ALTERNATIVIVE:7/16.O.S.B.) i � i .FASTENER TYPE: SPACING: 21({DF42 I ( I I I I 12"dia. , a° - DRAWN BY: JD ` (BASED Y�„ I(1•« s 1 I WINDOWSILL .EMBEDMENT LENGTH I /1 rI I ll,) ' •rI Q COEIC.TYPICAL WINDOW OPENING Na.10WOOPSCRENS J � / PANEL SPAN AL OR SMALLER BASED DMANCHOR TH I2•« I �II I r � I �II ( / On f+ � � � 3/5/2018 THAN FEET IHm.era.LAGSCREw � . I \ 1 I ( I i , I I f I y BASED ANCTgR WITH 16•« U . 21n.EMBEDMENT LENGTHULL TYPICAL DOOR OPENING SCALE: SEE PLAN MULTIPLE PLYWOOD FASTENER TYPE: SPACNG: PANEL SPAN GREATER THAN 4 FEET 2-11#2 STUDS CONNECTED NR.B WOOPSCREW AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL THAN 6 FEET OR GALwNI2ED BOLTS W/WASMFAS W ER&SEMBEDMENT SEWS B« CRO 6 6 SECTION EC+I O N ANDNUTS07-0"O.C. I NE_�,Y No.10 WOOD-SCREWS TYPICAL MULTIPLE OPENINGS 2�EMAE�E� M TOC P �. DE PANEL SPAN GREATER THAN 6 FEET I� I� CO �� �R, Q,� SHEET N O AND EQUAL OR SMALLER 11/B/*E do. IICND'�R REW I6« SCALE: 1/2 = 1 —0 �, �� c) � ■ THAN 8 FEET zln.EMBEDMENT LENGTH f" �� ,y �: .!, Aa)V WIND—BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL :,,' , AS PER SEC. 1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTIONIF NOT USING IMPACT GLAZING ( ) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL P CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. �\ HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. v WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. JIM D E E RKOS K I, PE 4"MAX. phone: (631) 298-7116 4"MAX. 4"DIA.MAXIMUM 4"DIA.MAXIMUM POST GIROER/HEADER Z_ F C m POST/COLUMN re Z 12"02"02" CONCRETE FOOTING r > DECK POST FTG.CONNECTION DFCK/PORCH RAILINGLOCATION USP NUMBER DESCRIPTION APPLICATION STAIR RAILING POST-'10-GIRDERMEADER CONNECTION 4X4 POST PAU44 OR WE44 IPOST/BEAM ANCHOR JAPPLY TO EACH FOOTING 6X6 POST PAV66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING USE MI9.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS 1-1/2"SPACE MINIMUM HANDRAILS GIRDER POST I GIRDER/HEADER e e RIM/DECK JOIST POST/COLUMN BALUSTERS O CONCRETE PIER O ► J OPEN BALUSTER ATTACHED 70 WALL I;wl; HANDRAIL CONNECTION ALL HANDRAILSSHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION HEADER/GIRDFR-TO-POST CONNECTION O OF THE STAIRS.HANDGRIP PORTION OF ALL HANDRAILS - I� SHALL NOT BE LESS THAN 1-I/4"NOR MORE THAN 2"IN LOCATION USP NUMBER DESCRIPTION APPLICATION CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL USE MIN.(2)1R"DIA.GALV.BOLTS WITH WASHERS AND NUTS (2)BEAMS PAU44 OR WE44 IPOST/BEAM ANCHOR APPLY TO EACH PIER rleel PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDER/HEADER TO POST/COLUMN CONNECTION (3)BEAMS PAU66 OR WE66 POST/BEAM ANCHOR JAPPIY TO EACH PIER FLASHING TUCKED UNDER W TOP PIECE OFSIDING AND LAPPED OVER FIRST CONTIN. GIRDER/HEADER PIECE OF SIDING BELOW O w a 2-1/2"DIA.LAG BOLTS W/WASHERS CONNECTED TO BLDG.X32"OC UNDISTURBED SOIL STAIR TREAD a LAY PLASTIC BASE DIRECTLY ON POST/COLUMN a UNDISTURBED SOIL(ORGANICS REMOVED) RIM BOARD aWLEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB STRINGER FLOOR FRAMING BRACE TUBE 2x JOISTS FILL AS PER MANUFACTURES'INSTRUCT10N5 _ BLOCKING FOR Ilt_(((�I c =__ -_=_�11=QI° LAG BOLTI JOIST HANGER — — POST-TO-GIRDER/HEADER CONNECTION •& , =III-Ills III=III III-III III III=III II LOCATION USP NUMBER DESCRIPTION APPLICATION RIM JOIST/BD. e. > ae 4x4 SOLID COLUMN PBS44/P8 SE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN STRINGER TO DECK/PORCH CONNECTION 6x6 SOLID COLUMN PB SIM/PB ON ST I KC66 POST CAP ANCHOR APPLY TO EACH COLUMN HOLLOW COLUMN SIMPSON STRRi/2 H.C,ANCHOR APPLY TO EACH COLUMN DEOVPORCH LEDGER CONNECTION DISTURBED/POOR SOIL LAY 4-6"LAYER OF CRUSHED STONE OR GRAVEL LEVEL AND COMPACT BY HAND LAY PLASTIC BASE ON COMPACTED GRAVEL LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB BRACE TUBE FILL AS PER MANUFACTURES'INSTRUCTIONS STRINGER -II II= X16' =III Ill III III=III=III III=III=III=11 (2)THRU- WOOD JOIST JOIST OLTS 1 PB 44 POSE 1 ANCHOR 'd'a. CONIC,PIER FOOTING 4 PIER 16"TREAD GIRDERMEADER rum BIGFOOT SYSTEMS FOOTING FORM 4 WOOD 101ST GIRDER/HEADER IN ACCORDANCE WITH SECTION 104.11 OF N.Y.S.RESIDENTIAL CODE THIS DESIGN 1 , � RAD CONC.SLAB y>a, COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS '4'•p, AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT (AS REQ.) c s^ PRESCRIBED IN THE CODE. r••O (LUSH JOISTS WITH HEADER/GIRDER THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT •a 4 8"dia. N a DECK PIER ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ACCEPTABLE FOR USE IN N.Y.S.BASED UPON ICBO EVALUATION SERVICE REPORT 3'A" 4 CONC. a-" PER PLAN THE PROPER STEEL CONNECTOR. LI:FD JOINS OVER HEADE�GIRDERIOIM OVER HEADEGIRDER ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN. �••4' PIER "4': IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS LOCATION JUSP NUMBER I DESCRIPTION APPLICATION 4 TO ALLOW FOR SHRINKAGE. JOIST TO GIRDER/HEADER I RT10 ITYDOWN ANCHOR CONNECT TO EACH JOIST HANDRAIL NOTES: DECK&PORCH NOTES: NAILING SCHEDULE All required handrails shall be of one of the following types ).Unless otherwise noted,all framing material to be Al ACQ pressure treated lumber. or provided equivalent gmspability. All fastener•hangers and anchors to be gaMnized or stainless steel. JOINT DESCRIPTION NAIL QN SPACING NOTES DRAWN BY. JD 1).Type 1.Handrails with circular cross section shall have an ).Girders for deck joists to be bolted or anchored to each post or pier with washer and nuts. JOIST TO: 4-8d COMMO PER TOE outside diameter of at least 1-1/4 inches and not greater Girders on concrete pier shall be anchored with proper steel connector anchored SILL,TOP PLATE OR GIRDER JOIST NAIL than 2 inches.If the handrail is not circular it shall have a into concrete with a minimum 1/2"dia is 7"long anchor bolt with washers and nuts. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA BRIDGING EACH TOE 2-Bd COMMO �1 perimeter dimension of at least riches and not greater GROUND WIND SEISMIC FROST WINTE ICESHIELD TO JOIST END NAIL /��/LO w than 6-1/4 inches with a maximum cross section of 3).Posts supporting girder shall be anchored to a 12"42"02'thick concrete footing. FLOOD BLOCKING EACH TOE 5�.7,j Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall SNOW SPEED DESIGN EATHERIB LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS 2-8d COMMO dimension of 2-1/4 inches. be 4 ft.below grade. LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED TO JOIST END NAIL BLOCKING TO: EACH TOE 2).T It.Handrails with a perimeter greater than 6-1/4 4).Deck)oists to have blocking at 8'0 o.c.. MODERATE SLIGHT TO 3-16d COMMO Type P 8 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE - SILL OR TOP PLATE BLOCK NAIL Inches shall provide graspable finger recess area with both LEDGER STRIP EACH FACE SCALE: SEE PLAN sides of the profile.The finger recess shall begin with a 5).A minimum of 10 Inch flashing shall be installed between the building and ledger. TO BEAM 3-16d COMMO JOIST NAIL distance of 3/4 inch measured vertically from the tallest Ledger to be fastened to building with 1/2"dia.bolts with washer and nuts JOIST ON LEDGER PER TOE portion of the profile and achieve a depth of at least 5/16 at 16"o.c. CODE: 2015 IRC, 2016 NYS TO BEAM 3-Bd COMMO JOIST NAIL inch within 7/8 Inds below the widest portion of the profile.The required depth shall continue for at least 3/8 6).Concrete pier shall be a minimum 6"above grade. BAND JOIST 3-16d COMMO PER END inch to a level that Is not less than 1-3/4 inches below the UNIFORM SUPPLEMENT TO JOIST JOIST NAIL tallest portion of the profile.The minimum width of the ).All joists to be supported with hanger and anchors.Each Joist shall also be anchored BAND JOIST TO: PER c handrail althe recess shall inches to a to girder(s). 2.16d COMMO FOOT TOE NAIL of 2 recO SHEET N O■ OR TOP PLATE maximum of 2-3/4 inches.Edges shallhall SILL have a minimum 8).Use simpson hangers and anchors with Z-MAX tripple protective coating or equal radius of 0.01 Inches. for any contact with ACQ. �Q. D_r'R� L AROCC FESS� P O 0