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HomeMy WebLinkAbout41532-Z O�gUEfOi�CIA G, Town of Southold 4/17/2021 a� y� P.O.Box 1179 0 53095 Main Rd W�4,j �ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41952 Date: 4/17/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 240 Summit Rd, Southold SCTM#: 473889 Sec/Block/Lot: 78.-9-31.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore Bled in this office dated 4/6/2017 pursuant to which Building Permit No. 41532 dated 4/13/2017 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: additions and alterations, including entry deck,to existing single-family dwelling as applied for. The certificate is issued to Michaelis Jr.,Edward&Jessica of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41532 4/15/2019 PLUMBERS CERTIFICATION DATED 6/11/2019 ACSdwaiqNchaelis,J 7. av A rize S nature gaFFoc,r. TOWN OF SOUTHOLD ��oA ' cOay BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY j 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#: 41532 Date: 4/13/2017 Permission is hereby granted to: Michaelis, Edward 7513 Citrus Hill Ln Naples, FL 34109 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 240 Summit Rd, Southold SCTM # 473889 Sec/Block/Lot# 78.-9-31.2 Pursuant to application dated 4/6/2017 and approved by the Building Inspector. To expire on 10/13/2018. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $369.60 CO -ADDITION TO DWELLING $50.00 Total: $419.60 del__ i ispector 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 I%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. '�°'{' k 3 I`-7 New Construction: Old or Pre-existing Building: (check one) Location of Property: a-'yy�M&'L t+ �b o`c� s6 t,L�hc�4c� House No. Street Hamlet Owner or Owners of Property: �W� Jcl r • J-asst C q N4 ; C kQ G(t S P Y� Suffolk County Tax Map No 1000, Section -718 Block q Lot 3(• Subdivision2 Filed Map. 0203+' Lot: o2ef Permit No. 3 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ c50 Applicant Signature pF SO!/j�®l � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 �p ® �® roper.richertCaD-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Michaelis Address: 240 Summit Rd City: Southold St: New York Zip: 11935 Building Permit* 41532 Section- 78 Block- 9 Lot: 31.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: License No: 55647-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1 st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 16 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures Smoke Detectors 1 Main Panel A/C Condenser Single Recpt Recessed Fixtures 15 CO Detectors Sub Panel A/C Blower Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliancesdw Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 10 Twist Lock Exit Fixtures TVSS Other Equipment: convert garage to living space Notes: 1-bath fan, 1-paddle fan,2-GFCI circuit breakers, 1-ARC fault circuit breaker Inspector Signature: Date: April 15 2019 81-Cert Electrical Compliance Form.xis � FSO' Ty o�ty0 1/ �1�-- Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Z:*• Q Southold,NY 11971-0959 ••Ql BUILDING DEPARTMENT TOWN OF SOUTHOLD JUIN 1 1 2019 pA� CERTIFICATION Dater I- � - Building Permit No. Owner: Qj (Please print) Plumber: �/� _ M(CW��SJ r' (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. umbers Signature) Sworn to before me this day of Q>,( ,k( IQ 20� Notary PublicCounty CONME 0,BUNCH Notary Public,State d New York No.0113U6185050 Qualified in Suffolk County Commission Expires April 1492 1, ��OE SOUTyo TOWN OF SOUTHOLD-BUILDING DEPT. 765-1802 INSP ECTION [%4/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: % w, ,b hJ Q DATE INSPECTOR � o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] OUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REM KS: 0 z-- �o� �1!� V DATE INSPECTOR hO��pF SOUly�lo ��'YOOUM'10c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 1 NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING TRAPPING _ [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATI N [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINA REMARKS: DATE 1 y INSPECTOR r q[6�3y ��OF OUly� H O i TOWN OF SOUTHOLD BUILDING DEPT. 765®1602 INSPEC 7WIUGH I [ ] FOUNDATION 1ST PL13C. [ ] FOUNDATION 2ND [ VfINSULATION [ ] FRAMING; / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELEICAL (FINAL) REMARKS: 4/m6l,§g ®�CT iA & :TV vAt A/ . fin+ l '%�S;u(Wt IV,--- o I-e V/ Vy A a)k, V/ f. CA46 0 wit( ov 4o Sa, o(a DATE INSPECTOR SOF so TOWN OF SOUTHOLD BUILDING DEPT. courmt 765-1802 INSPEC ION . [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FBAMING /STRAPPING [ ] FINAL [ 'FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING_ REMARKS: _ - ii'2 DATE INSPECTOR6JA * # 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) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 'sooll.., &k4 -4, IL DATE INSPECTOR OP SOUjy�� TOWN OF SOUTHOLD BUILDING DEPT. courm ' 765-1802 INSPECTION �C [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY . 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'�. I .-. ., , �,� .:y. ... ,. - $ -mow � �r'#. 4 $ *4b � �� ,��� ' ;_gym. �"s� � ..� 1 ;, �'r��, _ ,.. ,� 4 � � H .:r e, .. eH'� } s�� N� �- .r,. ! �. � =�<,,. ::;.� . ;� °, st.. :������ ,_ t s:.rl° �� _ .- � s 4 _� • s is •F use�1�W! iia� k 4 u FIELD INSPECTION REPORT PATE COMMENTS r � FOUNDATION(IST) wG 3 -------------------------------------- FOUNDATION(2ND) 10 , b Ki O ROUGH FRAMING& � 1 � i i -?p1 PLUMBING ✓I nr✓ o o -t' i s'l�'It it, korif w - INSULATION PER N.Y-. STATE ENERGY CODE VMA ` Goth—. AA FINAL ADDITIONAL COMMENTS `� rh c- nlfj - 60 1011 L I z m J I CAI 1 � y �H b H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUFLDING 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 �f�� i, Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application l Flood Permit Examined f ,20 Single&Separate Storm-Water Assessment Form Contact: I" r- Approved 413,200 Mail to:Tessica M l c k eb Disapproved a/c 21.0 cSU.& MZ+ 1W. &QJ116l0t Phone:lost--7(46-1a009 Expiration '20 ' ding Inspec r D APR - 2017 PLICATION FOR BUILDING PERMIT • " Date , 20� BuILDI�TG DEPT. 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. , OAK (Signature of applicant or name,if a corporation) C�SuMAJI i-4- R.oac( , Sov�enol d (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 0 wner Name of owner of premises �6way(3 ZFr. `?^ T@SSICa 1 A 1 C,Kae L5 (As on the tax roll or latest deed) If applicant is a corporitioon, signature of duly authorized officer or (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: 9240 Sumru Q4 (Zoe So�-f It House Number Street Hamlet County Tax Map No. 1000 Section 1 Block Lot 31.2.. Subdivision bows1 k -T -r a-ce Filed Map No. 02 03 Lot %ZCt r M 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy sSl na lC Fa.m l Iy n es i c rice b. Intended use and occupancy Sl o q (,e Farm 1y st'de'1Ce 3. Nature of work (check which applicable):New Building Addition Alteration—X Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories .1. 8. Dimensions of entire new construction: Front ear Depth Height Number of Stories 9. Size of lot: Front Rear �-DJepth f 10. Date of Purchase 3 Q®1 Name of Former Owner Fd wa s-d M i ckae-I(5 S r. 11. Zone or use district in which premises are situated Q` 4® 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 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 or a freshwater wetland? *YES NO X * 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 )e * 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 O 6 4w� . I I L ' D e-SS LCS3l ` G �,`�S� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (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. MELANIE DOROSKI NOTARY PUBLIC,State of New York Swo,r before me this - No, 011304634870 Qualified in Suffolk County, day of 1 20 7 Commiss�nn Expires September 30r F . Notar lic Signature of Applicant `-/ FQ Scott A. Russell .�-10 SUl �00, ST(0)RIMMATE R, SUPERVISOR - IM[AN A(Gr1EMIENT SOUTHOLD TOWN HALL-P. Box 53095 Main Road-SOLTHOLD,NEWYORK 11971 O41- O Town of So u th o ld d y+ CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) - --- — -Dom-THIS--TROJECr"INVO 1~1711;SIX-0W1N a:— ---=------- --- Yes No (CHECK ALL THAT APPLY ®( ] A. CIearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ; Ej jj B. Excavation or•filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑p 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. t ❑O E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse.. ®l � 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 DepartmenLndthyouur Building Permit Application. APPLICANT_ (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. = 1,000 Date: _ DQiitrid NAME �eScS� Int l CkQG.�CS 7— —( Section Block Lot � ] `= i�OR B�'1LDIi\G DEP�;R7:�ltT 1 SL: O 'L; LZ Contact Information � ��'`/���' • � ' Reviewed By: Date Property Address / Location of Construction Work= — — — — — — — — — — — — — — — — — `24 A O ���i ` �O _f ❑ Approved for processing Building Pernut- �{.�� 4 Oi rOA Stormwater Management Control Plan Not Required- V Dal �ol • v 114771• I _ r—j Sir;n7Water]'.Manage,—,- CGIiIrGI Pi„il RCy irid- 1L-1! (Forward to Engineering Deparlmenl for Review) FORM ' SMCP- TOS MAY 2014 ti 7 - aD4j Of SQ�lyo! � o Town Hall Annex Telephone(631)765-1802 54375 Main Road N (6 31)765-995 2 P.O.Box 1179 G� Q roger.richert 'r 16 ny us Southold,NY 11971-0959 �O �y�OUN•f Y,�c� BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: tC(2.�, WiC ae_ �_5 Date: S 11 1 1 -7 Company Name: - i Name: I License No.: Address: i Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: e ��%lwc�d `fid M i cklalS *Address: o2.1-p cSL� rut �O G0.C� *Cross Street: *Phone No.: Co6 1. 1(,r,- gS- J 1 t Permit No.: /4 I'S 32- Tax-Map Tax•Map District: 1000 Section:_ �� Block: �] -_ Lot:31. *BRIEF DESCRIPTION OF WORK(Please Print Clearly) - I t (Please Circle All That Apply) Is job ready for inspection: G (ZS NO C11ough In Winal *Do-you need a Temp Certificate: YES I NO Temp Information(if needed) �4 *Service Size: 1 Phase 3Phase 100 150 200 300 35 . 400 Other i *New Service: Re-connect Underground Number of Meters Change of Service Overhead - 1 Additional Information: PAYMENT DUE WITH APPLICATION i 82-Request forinspecuon Form f22CAJO S.C.T.M. N0. DISTRICT: 1000 SECTION: 78 BLOCK: 9 LOT(S):31.2 0 W SUMMIT (50') ROAD ASPHALT JS 64054'30" E 96.86' LIL#7 207.53' MON. GUY IRON PIN Q Lo O CA > t7 � O Q Ci � O o CONC. t1.0' CONC. W STOOP q - X0.7' - - 35.2' I F, , w DWELLING:'' z �+ ' X240:• ° }50.7':= Q W OUTDOOR U6 CONC. SHOWER USTOOP C+� O O co o z LOT 28 ko LOT 29 M CD LOT 30 X� SPIKE IRON PIN --- - N65009'30"W 96.66' I LOT 29A LOT 30A I THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS. AREA: 9,579.85 S.F. OR 0.22 ACRES ELEVA77ON DATUM- _---_-___________________ UNAUTHORIZED ALTERATION OR A0017ION TO THIS SURVEY IS A WOLAT70N OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA7701V LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TV770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECT70N OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOT 29 CERTIFIED T0: EDWARD MICHAELIS, J.R.; MAP OF: BAYSIDE TERRACE JESSICA MICHAELIS; FILED: MARCH 11 , 1953 AS #2034 IFIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC; QUICKEN LOANS, LLC; SITUATED AT: SOUTHOLD TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Bog 153 Aquebogue, New York 11931 FILE # 17-17 SCALE: 1"=20' DATE: FEB. 202017 PHONE (631)298-1588 FAX (831) 298-1588 N.Y.S. LISC. NO. 050882 maintaining S the records of Robert J. Hennes & Kenneth M. No c l\ MICHAEL15 RE51DENCE H O w O N z z - o tl_ m z Alteration to EX15tin Re5 � dence z -1 Q g -J to CT111CAL U Q �- ISt-,.i;."dQN REQUIRED m AP'P,R0 ED AS NOTED r �L DATE: B.P.# FEE:. NOTIFY BUILDING DEPAR ,ZI AT 765-1502 8 AM TO 4 PM FOR THE FOLL07,11 SIG INSPECTIONS: 3 N 1. FOU!"DATIOIJ - TWO REQ ;!RED 73 O _ FI^R POURED CC^.CRETE 2. ROUGH - FRA%11NG & PLUI 2iNG LV } ch 3. IRSU!_ATON � -E" z � flfuLm 4. FINAL - ION STRUCTION MUST E BE COMPLETE FOR C.O. U (n O 1 ALL CONSTRUCTION SHALL MEET THE N p O F1 GARAGE CONVERTED REQUIREMENTS OF THE CODES OF NEW � N (f) O TO LIVING SPACE YORK STATE. NOT RESPONSIBLE FOR Al DESIGN OR CONSTRUCTION ERRORS. L1 LUALiU Ll J LLLLLIU i iya 244DF1 Vfl LLLLW 2549 COMPLY WITH ALL CODES OF Z NEW YORK STATE & TOWN CODES O A (n S REQUIRED AND COND►TIONS OF DZ � W W > SOtti�i�Lf�}��N-�'�U�IG_BQ,ARD � Z --SOU T4, OIL r, TEES--- (O1 �yc nrn O v R/ W f'NDU"'NT ELEVATION OCCUPANCY OR SCALE: ill = 11_011 USE IS UNLAWFUL Q VITHOUT CERTIFICATE OF OCCUPANCY PLUMBER CERTIFICATION U 0 ON LEAD CONTENT PFFCF'7 0 REScheck Software version 4.6.3 CERTIFICATE OF OCCUPANT;>' U SOLDER USED IN,WATER W Compliance Certificate SUPPL Y SYSTEM CAPVIOT EXCEED 2/10 OF 1% LEAD. a a 0 UJ a Project Michaelis residence �-' J a U Q@ Energy Code: 2015 IECC ALL O J Location: Southold, New York �TWO4 —J --► ° Construction Type: Single-family OHE C � 0 TESTPkII BEF ;V; -,.. J oc -�,.IdG �i 1= Rro,*cr-tType: Addition 0 Q � C'irnate Zone: D 4 [5572 HD) a Pp-mi.D a.e: RETAIN STORM WATER RUNOFF Permi.Numter: PURSUANT TO CHAPTER 236 Construction site: Oviner/Agent: DesionerlContractor: OF THE TOWN CODE. o r- 10 Summit Road Dwyer Design Consul.ing,Inc 2 to it Southard. NY Scuthcdd-NY z Qti LULL Com;,'t.i�ca ox%eetterThanCode Ma=rriury,LA 64 Ycu•t_It. 69 Ma,n'jum5t'G-_. 0.40 Youf 5`IGC. 0.32 2436 Tic N.Better-ar Y/ars c T-iai Ce Rc InJ"rc'Icas tcA core to eer-nDitancc the'toxsc x a c of code tradr o't ru t It LIC:s Hof vrcvwi an crtriat^c•'^re,rqy use or cot!relaimn tr a-r vrnuT co:11 1'or"! 244DH MLLL 2849 U Envelope Assemblies Z LL.._......,.- ............ ........ i - I A Flag is A•I-Wuod oist,Truss:0vcr Uncond tinned Soace 3-79 21.0 0.4 0.044 17 Wall 1:Wcod Frame. 16" o.c. 471 1E.0 0.0 0.062 27 Window 1:Vnyvrberglass Frarnc:Doutl Pane vti.h Low-E 42 0.300 13 O SHGC: 0.32 Ceiling 1: Flat Ccil ng or scissor Truss 379 34.0 0.0 0.032 12 Z lf) Compitarce Statement: The prcposed build ng des gn dcscr'bed here isconsis'ent vri.h the bu Idi-ig plans.specifica:ions,and other O r Calculat ens subrtltted w th the permit aool cation.The proposed bu Idi-ig has been desig-led to rneet the 2015 IECC req uircrnpn's in RIGHT 51DE ELEVATION 1 RES_•heck Vvs•on 4.6.3 arr-1 to comply v:i.h th•c rtianris'.cry rcqui-sr;ri s list-nd m ttic RESthctk Impection Chctkfst. U cmo z . flame-i.tle S gnature Da.p SCALE: 411 = 1 I—OII f n V J � LU 3 n� z 0 W o I) U M Rc�f� Q ProProject Title: Michaelis Residence Report date: 03131/17 � A Z 1 Data filonarre: Untitted.rck Page 1 of 9 ° PAGE: y1� 031405 �0� OF NE`N UNAUTHORIZED AL TERA TION OR ADDITION TO TH/5 DRA WING AND RELA TED DOCUMEA/T5 /5 A VIOLA TION OF 5EC. 7209 OF THE N.Y.5. EDUCA 7"/ON LA W Lu 0 w 0 z �z � d m z z_ � Q � FM N N s U WL ULLL �LIL 73 N 244DFi O 2436 ILIMILILU w }- m m E - NLGOGOG8 i 0 C) z O � w BACK ELEVATION n z SCALE: 4" = 1 '-0" O 0 CL U 5E BION O Lu SECTION CL A I I I' G'-0• -0" Q 2- 2x8 ACQ GIRDER, G" X G" P05T ON 10" 50NOTUBE W/ POURED 2" X G" ACQ LEDGER BOLTED CONCRETE FOOTING TO HOUSE FRAME WITH 5" ` / 2xG" ACQ DJ `-/ _ 20" x 811d. @ 30 ❑ "LEDGERLOK" SCREWS @ I G" O.C.; @ I G" O.C. o , BELOW GRADE HANG D.J. FRDM LEDGER WITH SIMPSON LU28 CONNECTORU 0 0 U NEW JOISTS TO 51T U f —IO'-5• ON EXISTING SILL a w �I II Lu z a � Q — — w EXISTING GARAGE SLAB TO REMAIN a 0 .�._► J w Ir- PROVIDE R-21 v V a _j IINSULATION o J Z - N EXISTING MECHANICALS z BREAK THRU EXISTING 'DOUBLE JOISTS '� '' °J •dry ,.J F— co : - AND WORKSHOP UNDER ALL PARTITIONS J � � 0 I I - _ FOUNDATION WALL �"� p o 0 PROVIDE ACCESS INTO RUNNING PARALLEL U X a EXISTING STORAGE NEW CRAWL SPACE a - - 2x8 ACQ DROPPED GI DE Qr i i I r T—T—T--T— n EXISTING LAWDRY 1 I I I I I I I I I Z N I NE+V 4x8 FLOOR I-I I� O ti ROOM I I I I I I I I I I If RAMING WITHIN 1 ..I I I I I . I I I I IBREAK SLAB t PROVI E z 1 1 I I I I I I EXII5TI�G STAIR OPENING a- ¢ r. U I I I I I I 1 I IGOZI I I +_L (j 2- 8" CONCRETE BLOCK ' "-` FOOTING; GROUT BLO O EXISTING DROPPED —� _ PROVIDE LS SERIES EXISTING STAIR GIRDER t LALLY COLUMNScn... s - CONNECTOR TO SIDE F REMOVED t RELOCATE w N ALL TO REMAIN ACCESS TO BASEMENT Lo I( z GIRDER FOR STABILITY w-.. z_ w/ESELF CLOSI RATED fIRE DOOM 5068 �I I I � 7 5" 7-2" f DOOR SWEEP ��'I� ..�.��JJJ��—� J � (I 1 2x8 ACQ DROPP DER z F— 0 v oO PROVIDE BEAM POCKET IN (s 00 z BATH FOUNDATION WALL; SIZE Z �j A5 REQUIRED t TAR ALL 0 t� ix CLOSE IN DOOR OPENING; Go 0 SIDES (TYP. ALL AREAS) U m BREAK SLAB AND PROVIDE cel t° 8" CONCRETE BLOCK WALL, - z . co GROUTED, TO FOOTING, 30" z @� I B ��BELOW GRADE PROV. EPDXIED 2 STEEL ° a REBAR HORIZONTAL INTO Q Z EXISTING FOUNDATION WALL t NEW FILLED IN SECTION w OUTLINE OF FLOOR AREA Q SECTION ABOVE; J015T TO BE B CANTILEVERED OVER FOUNDATION }- PROVIDE 50LID BL KING, U INSULATION PL UNDER z SECTION D qaQ A Z \5 A PAGE: FOUNDATION PLAN Q ' � ,' ta` SCALL: 4" = 1 i-Oo 9j� 037405 yam' OF NE`N UNAUTHORIZED AL TERA TION OR ADDITION TO TH/S DRA MATO AND REM TED DOCUMENTS /S A VIOLA TION OF SEC. 7205 OF THE N.Y.S. EDUCA TION LA W C) -- p[ W 0~ N z zz m 5ECTION Q m z WALL LEGEND: uJ 15'-O" U Q 5ECTION ------ AREAS TO BE REMOVED ENTRY DECK- DOWN TO 4A ------ 4 xG DECKING GRADE --LD - — - — - — - — - — - — ­I EX15TING STUD FRAME WALLS/PARTITION5 TO REMAIN AS 15. PATCH ANY SURFACE m � MATERIAL IF AFFECTED BY CONSTRUCTION I LANDING" NLGD6068 20 I" II °°°243 4 EXISTING STUD FRAME EXTERIOR WALLS. N N/\ 0 ® I INSTALL R- 1 5 INSULATION w/ 2" FOAM BOARD 73 o _ II DOWN INSULATION TO EXTERIOR * PROVIDE 2" w m 2 68 I i i 7 0 I DRYWALL TO NEW FINISHED SIDE OF STUDS �- z 0> I I I OF 2 r6 E -6 ai 1 1 3 NEW CONSTRUCTION `J o EXHAUST F N ({� DUCTED TO I E. T) O O I I 0 2" X 4" STUD FRAME EXTERIOR WALLS N O o O O R- 15 1N5ULATION, 8" PLYWOOD DINING AREA KITCHEN I 1i I 5HEATHING '2 FOAM BOARD IN5ULATION(R-3) ON N EXTERIOR, HOUSE WRAP * SIDING AS SELECTED; Z EXISTING LINEN 2 ( 2" GYPSUM BOARD ON INTERIOR SIDE II 468 O TO REMAIN; ADJUST — — ----------1 i i — — -------- •C.O. WALLS AND/OR FLOOR — �—� MATCH FLOOR �s.D. 2�-�" I i�" 2" X 4" INTERIOR STUD PARTITION HEIGHTS CLOS C) TO ACCOMMODATE i I w/ I LAYER L" GYPSUM BOARD ON EACH Lu NEW STAIR LOCATION — �i �` USE M015TURE/MOLD RESISTANTco W BEDROOMS BATH — i ��i �\� I b SIDE; ALL AS EX15TING TO I 1 2'-1• 4068 BOARD IN KITCHEN t BATH AREAS * USE Z REMAIN _ ------_ 2=9 " LVL HEADER 2068 '�- BYPCEMENT BOARD ON ALL AREAS TO RECEIVE TILE CL ------ FLUSH TO CEILING, UPS I PANTRY �— ' O INTO ATTIC; HANG EXIST11 G 2 4 - 5-5" 2" X 4" STUD FRAME WALLS @ STOVE QCL._ i JOI5T5 TO HEADER w/ T .O5 2668 N "=`='"' LOCATION; PROVIDE NON COMBUSTIBLE I._la 11,0„ I 5URFACE MATERIAL ON ALL AREAS OUTLINE OF EXISTING_I I ��� OAT SURROUNDING UNIT. 8 FIRE RATED DRYWALL Q GARAGE WALL TO BE i CLOS C.O. ON CEILING DIRECTLY OVER. REMOVED I I � H - 3068 84 • ALL WINDOWS TO RECEIVE 2- 2" x 8" HEADERS ABOVE I I I BYPAS MASTER BEDROOM I I LIVING ROOM I I •C.O. NEW EXTERIOR DOORS TO HAVE 2- 2" x 1 O" HEADERS UNLE55 I I ss.v. = RELOCATED- xOTHERWISE NOTED; WINDOW HEADER HEIGHTS TO MATCH ❑ EXISTING GARAGE CONVERTED I EXISTING I I MA50NRY130 5Q.FT. r 1 I I SURROUND 4 13.1%LIGHT O v NEW WOOD STOVE. i i BASE F 7.7%VENT I HEADERS NEW INTERIOR TRIMMED OPENINGS TO HAVE 2- 2x8" o NON-CONBU5TABLE SURROUND, I ABOVE. OPENING DIMENSIONS AS NOTED 1 ENTRY VENTING � CHIMNEY FLUE TO BE I I 5TOVE K ACCORDANCE w/ CHAPTER 10 OF I I h+•1 w CLOSET ~ THE NYS RESIDENTIAL BUILDING DE I I I _ 0_ 0 Q NE W CONSTRUCTION 5'-2" LINE OF CEILING BREAK w a 3:: ,.i- :.::. a. ;: UNDER EXISTING ROOF LINE w CEILING PITCHES I cj J @ WITH RAFTERS (244 7'.-41' +/- PLATE HEIGHT__Ao 2849 A O G NEW FRONT WALL L . .�.� EXISTING ROOF LINE TO RE AIN 2- 2" X G" HEADER ABOVE- „5.."i p o THIS WINDOW ONLY U o a b'\'' o� SSS n ' Nt 5E BION SE AION `�� 1� 0 N �\t , (LOOK PLAN SCALE: 4'1 = 11-011 4"0 ROOF U ROOF L J 7F7r_ z n 4 z 0 ATTIC co z � BATH I _ _KITCHEN BATH 2 U EXISTING -NEw— ___ I311 �1 1/2 I 11 1/2 11 1/2 TI 1/4 F.A.I. 114 T11/2 1 4 11/4 1 LAV c. opo INK D.W. ( LLJ z 5HdWER LU0 R �/ o 11 11 IF FIRST FLOOR Lu s 0 2 N I I/4 3 2 2 2 03 I I/4 C.0j, 4 Lo 4 _ TO EX15TING SUFFOLK COUNTY ” 4 DEPT. OF HEALTH SERVICES APPROVED 5EPTIC LINE. 4"C.I. HOUSE TRAP po fes' PAGE: SLOPE" 1/4" PER FOOT PITCH TO DRAIN N>► ` " ` �-� 1; BASEMENT '9 X37405 FOF NES UNAUTHORIZED AL TERA T/ON OR ADDITION TO THIS DRA WING AND RELA TED DOCUMENTS 15 A VIOLA TION OF SEC. 7209 OF THE N.Y.S. EDUCA T/(ON LA W NAILING SCHEDULE C) — OC 2015 WOOD FRAME CONSTRUCTION MANUAL W O ~ N JOINT DESCRIPTION NAIL QUALITY NAIL SPACING z ROOF FRAMING EXISTING SHEATHING 1>_ Q co z RAFTER TO TOP PLATE TOE NAILED 8'-0"WALL: 3-8d PER RAFTER ROOFING TO REMAIN 10'-0"WALL: 3-8d PER RAFTER Z_ CEILING JOIST TO TOP PLATE 70E NAILED ,'O"�ALL: 4 Sd PER JOIST �k/ST/NG 2 4 LU O CEILING JOIST TO PARALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACH LAP 2- 2' C.B. THKU C.J. R.R. XG RR C] c!7 o In CEILING JOIST LAPS OVER PARTITIONS FACE NAILED SEE TABLE 3.7 EACH LAP (TYPICAL BOTH ENDS) K- 13 IN5ULATIO - @ /6„ COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3.4 PER TIE EX15TING 2xG CEILING JOISTS BLANKET OVER JOISTS 0 C BLOCKING TO RAFTER TOE NAILED 2-8d EACH END EX15TING FASCIA * SOFFIT _ TO REMAIN @ 48" O.C. IN ATTIC RINI BOARD TO RAFTER END NAILED 2-1 Gd EACH END ADD NEW 2xG C.J. I G" O.C. EXISTING FASCIAS N SIMPSON H7 CONNECTOR _ R-2 I INSULATION VENTED SOFFIT TO REMAIN s WALL FRAMING BETWEEN JOISTS, U TOP PLATE TO TOP PLATE FACE NAILED 2-1 Gd - PER FOOT 2- 2" X G" HEADERS ABOVE 1 l EXISTING FRONT WALL 2- 2" X 8" HEADERS; z TOP PLATES AT INTERSECTIONS FACE NAILED 4-1 Gd JOINTS- EACH SIDE I I SECTION TO BE REMOVED + THI5 WINDOW; I I PROVIDE 51MP50N C520 I I NEW 2x4 INTERIOR STRAPPING ABOVE ALL NEW `� STUD TO STUD FACE NAILED 2-16d 24"O/C SIMP50N C520 STRAPPING � -6 � N HEADER TO HEADER FACE NAILED 16d 16"O/C ALONG EDGES I I STUD PARTITION WINDOWS -Q O TOP OR BOTTOM PLATE TO STUD END NAILED 2-1 Gd PER 2X4 STUD2" X 4" STUD WALL @ 16" OC N I I o LU CL/ >- M 3-1 Gd PER 2XG STUD _ I I MASTER KITCHEN 4-I Gd PER 2X8 STUD w/ R- 15 INSULATION 8" CDX I 1 `� EG� OICGTO REMA NU ALL ALREAS; E z 1 03 BOTTOM PLATE TO FLOOR JOIST, _ PLYWD. SHEATHING w/ " FOAM i i PROVIDE K- 1 5 INSULATION ' GYPSUM Q to o BANDJOIST, END JOIST, OR BLOCKING FACE NAILED 2-1 Gd PER FOOT BOARD INSULATION(-3), HOUSE 1 I BOARD ON INTERIOR �„ a, O WRAP * 51DING AS SELECTED I I , a PLYWOOD O o O FLOOR FRAMING I I SHEATHING, 2' FOAM BOARD INSULATION, -�� N (n O II JOIST TO SILL, TOP PLATE, OR GIRDER TOE NAILED 4-8d PER JOIST JOIST TO BE CANTILEVEREDI I 4" PLYWOOD 5UBFLOOR WRAP * 51DING TO MATCH BRIDGING TO JOIST TOE NAILED 2-8d EACH END OVER FOUNDATION- PROVIDE NEW 2x8 F.J. @ I G" O.C. K-21 INSULATION SIT NEW JOISTS BLOCKING TO JOIST TOE NAILED 2-8d EACH END SOLID BLOCKING, INSULATION I'8" ON EXISTING PLATE Z BLOCKING TO SILL OR TOP PLATE TOE NAILED 3-1 Gd EACH BLOCK 4" PLYWOOD UNDER SIDE w/ tLO LEDGER STRIP TO BEAM FACE NAILED 3-1 Gd EACH JOIST I " STRIP VENT SCREENING EXISTING GARAGE EXISTING FOUNDATION WALLS (n JOIST ON LEDGER TO BEAM TOE NAILED 3-8d PER JOIST BREAK SLAB * PROVIDE FOOTINGS TO REMAINR/ BA14D JOIST TO JOIST END NAILED 3-1 Gd PER JOIST 2- 8" CONCRETE BLOCK SLAB TO REMAIN D W BAND JOIST TO SILL OR TOP PLATE TOE NAILED 2-1 Gd PER FOOT FOOTINGS @ GIRDERS (s) Z ROOF SHEATHING O O 4' PERIMETER EDGE ZONE - I G"O/C - G"AT PANEL EDGES O U STRUCTURAL PANELS 8d AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD W INTERIOR ZONE - 16"O/C - 6"AT PANEL EDGES AND 12"AT BUILDING SECTION "All II 8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD / � Q FOR ROOF SHEATHING WITHIN 4'-0"OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4'-0' ON EACH SIDE OF THE ROOF PEAK.THE 4'-O"PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. SCALE: Orr = I '-O° Q U CEILING SHEATHING GYPSUM WALLBOARD 5d COOLERS 7"EDGE/ 10" FIELD WALL SHEATHING STRUCTURAL PANELS 1 1 ga. Galy. Roofing rail I/2" 3" EDGE/6"FIELD (. 1 2'k 1 .5"L. x. 7/1 G"headl EXISTING SHEATHING U I I ga. Gaiv. Roofing ra i ROOF NG TO REMAIN 2 25/32" 3" EDGE/6"FIELD (. 12'x 1 .751. x. 3/8"head i O FIBERBOARD PANELS 7/10 Gd 3"EDGE/G"FIELD G 25/32" 8d 3" EDGE/G"FIELD N U LU GYPSUM WALLBOARD 5d COOLERS 7"EDGE/ 10" FIELD 2X6 RR 4' EDGE ZONE- I G"O/C - G"AT PANEL EDGES AND 12"AT @ /6„O Q U HARDBOARD 851 INTERMEDIATE SUPPORTS IN THE PANEL FIELD Cjr pQ INTERIOR ZONE- 16"O/C - 6"AT PANEL EDGES AND 12"AT _ EXISTING 2x6 CJ @ 1 G" C).C. W� 111 8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD T0 KLMAIN — 4-J -j Q FLOOR SHEATHING U ' STRUCTURAL PANELS- I"OR LESS 8d G" EDGE/ 1 2"FIELD 2- 92" LVL HEADER (U ° EXISTING EXTERIOR FLUSH TO CEILING, UPSET 4-11 o STRUCTURE TO INTO ATTIC ` Nailing requirements are based on wall sheathing nailed G ruches O.C. at the panel edge. if wa'I sheathing is nailed 3 inches O.C. at the panel edge to obtain REMAIN A515 HANG EXISTING JOISTS V � Q higher shear capacities, nailing requirements for structural members shall be doubled, or al TO NEW HEADER w/ TEC05 When wall sheathing is continuous over connected members, the tabulated number of nails shall be permitted to be reduced to I-I Gd nail per foot. LIVING ROOM DINING AREA } z C;LIMATIC AND GEOGRAPHIC DESIGN CRITERIA Oto GROUND SNOW LOAD 20 1125 ENTRY DECK Z a r. BASIC WIND SPEED 130 mph GENERAL WIND PROTECTION CONNECTION NOTES Exposure Category B Adapted from Standard for Hurricane Resistant Residential Construction; 55TD "x6 DECKING PROV. H4 CONNECTOR SEISMIC DESIGN CATEGORY B 10-99 and 2015 SBC High Wind Edition Wood Frame Construction EXISTING 2x8 F.J. @ I G" O.C. x 2- 2x8" ACQ GIRDER WEATHERING SEVERE Fasteners and Connectors for Wood Frame Construction I G" OC BOLTED THRU P05T W/ FROST LINE DEPTH 3'-0" (2) -2" CARRIAGE BOLTS U TERMITE MODERATE TO HEAVY I . A continuous load path between footings, foundations walls, floors, studs and Z ICE BARRIER REQUIRED YES roof framing shall be provided. o NOTCH POSTS FOR GIRDER BASEMENT m � DESIGN LOAD CALCULATIONS EXISTING STRUCTURE - 51MP50N ABU44 the ,.sz 2. Approved connectors, anchors and other fastening devices not included in �, I— tandard Building Code, Section 2306 of IBC shall be useFOUNDATION WALLS, FOOTINGS, CONNECTOR OW) d in accordance J MINIMUM UNIFORMLY D15TRIBUTED LIVE LOADS (Ib5f) SLAB, GIRDER, COLUMNS TO REMAIN with manufacturer's recommendations. G" X G" ACID P05T5 ON 10" EXTERIOR BALCONIES 60 50NOTUDE W/ POURED z in DECKS 40 3. Metal plates, connectors, screws, bolts, and nails exposed directly to the U CONATTICS WITHOUT STORAGE 10 weather or sub ect to salt corrosion in costal areas, shall be stainless steel or 20"x RETE FOOTING O i. J 20 x 8 d. (TYPICAL ALL) U ATTICS WITH STORAGE 40 hot clipped galvanized. ROOMS (OTHER THAN SLEEPING ROOMS) 40 Z SLEEPING ROOMS 30 4. Where windows and doors interrupt wood structural panel sheathing and UI siding, framing anchors or connectors shall be provided at the top and bottom 6) TABLE R30 1 .7 of cripple studs, header studs, and at least one stud at each side of opening. LU BUILDING SECTION ALLOWABLE DEFLECTIOP•I of STRu�-URAL r�nFn1EBLRS 5. Ridge straps shalt be attached to each pair of opposing rafters except where pL o 5TRUCTURAL MEMBER ALLOWABLE DEFLECTION collar ties of IxG or 2x4 lumber is located in upper third of attic space and ii W o Raft'--='haw 5es 10 - -eater U 180 attach to each pair of rafters. SCALE: 4 — I O � N Hia-1 3/) 2 %A,th no rini,-hed cell n.a G. Uplift connectors shall be provided at each rafter bearing. atf.a l ed to ••after s Inferior „fa115 t rartition5 H/IRO 7. Floor to floor hold-downs to be provided every 48, and every I G" within 4' Fk�r-,-i plastered cc I i ngs L/3 GO of exterior corners. U DSA, All ct•ler 5trjctural mzmeber5 U240 5� Q Exterior walls;airth Master cr Hi3�o 8. 5111 Plate to Foundation Anchorage: 5111 plate shall be anchored to the Stucco finish foundation with anchor bolts having a min. bolt diameter of 5/8" and 3" x 3" x Exterior Ovalis- wind loads with 0240 1/8" washers. A minimum of one anchor bolt shall be provided within G to 12 � ¢ PAGE: brittle-ini5he5 inches of each end of each plate. Anchor bolts shall have a minimum embedment �- E Yrior walls- wind loads :-vith UI 20 of 7 inches in concrete/ masonry foundations. Anchor bolts shall be located (PNxible fini�:hes within 12 Inches of corners and at spacing not exceeding 4 feet on center. TFOFF 4 j4 UNAUTHOR/ZED AL TERA T/ON OR ADDITION TO T/-//S DRA W/N6 AND RELATED DOCUMENTS 15 A VIOLA TION OF SEC. 7209 OF T/-IE N.Y.S. EDUCA TION LA W W O MICHAEL15 RE51DENCE z o N o cn �? oL Q m z Alteration to EX15tin �jz � LU w o � om NG5009'20"W 96.86' N c� SITE PLAN SCALP: 8" = I '-O" 73 N 5CTM : 1000-78-9-3 1 . 2 z Information taken from E -�3 cO LU survey prepared by o o Roderick Van Tuyl N �n Greenport, New York z dated July I 1 , 1978 z 0 PROPERTY AREAS: o W cn > z Existing Lot area: 9580 sc[.ft. O� O STEPS TO t e ex Houslsln : 1 225 s .ft O U - - GRADE 9� ------------ ._._.—._. ._.—._._._._._._._._._. Existing lot coverage: 12 .7% U Pro osed New Area: 19 56[.ft U Tota I Area: 1 244 soi.ft. TOTAL LOT COVERAGE: 12 .9% I U i � 0 I _ o _._._._._._.—._._._.—._.—._.—._._._._.—.—._._._._.—._._- co EX 15T I N G I STORY ! N HOU5E TO REMAINLU , o U Qo _I J0 _ � O v o L._._._._._._._._._._. .--- — — — — — — — — — — — — — T 1 1 x_45 Q { o � OUTLINE Of BUILDING ENVELOPE PROP05ED NEW FLOOR � co AREA, UNDER EX15T1 NG Q ROOF LINE U z U N (n o � U m > Z . O " Cf) Fn O O W oLn z N R/ O f1.1 s O N 5G4054'30"E 96.80' U z ER DA Po", SUMMIT ROAD "� '�`54 � `� PAGE: F OF NE"�`�y 51 e UNAUTHORIZED ALTERAT/ON OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS l,5 A VIOLATION OFSEC. 7209 OF THEN Y.S. EDUCATIONLAW