Loading...
HomeMy WebLinkAbout41641-Z F tjt Town of Southold 8/9/2018 -2 P.O.Box 1179 0 o t 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39832 Date: 8/8/2018 THIS CERTIFIES that the building DECK Location of Property: 270 N Sea Dr., Southold SCTM#: 473889 Sec/Block/Lot: 54.-5-50 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/9/2017 pursuant to which Building Permit No. 41641 dated 5/16/2017 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: FIRST AND SECOND STORY DECK ADDITIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Reed,Brian&Tara of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 17 0ut oriz d 'gnature SnFFnt,� TOWN OF SOUTHOLD PG BUILDING DEPARTMENT ML ' TOWN CLERK'S OFFICE oy. • a� 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#: 41641 Date: 5/16/2017 Permission is hereby granted to: Reed, Brian 137 Crestwood Ave Tuckahoe, NY 10707 To: construct additions and alterations (deck and terrace) to an existing single family dwelling as applied for. At premises located at: 270 N Sea Dr., Southold SCTM # 473889 Sec/Block/Lot# 54.-5-50 Pursuant to application dated 5/9/2017 and approved by the Building Inspector. To expire on 11/15/2018. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $394.40 CO -AD WELLING $50.00 Total: $444.40 Buildin u Insp for Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. I/y 10/X New Construction: Old or Pre-existing Building: (check one) Location of Property: ,/j/Oj2j/1 'Few .0cwe so 1,//—//0z-"Q /l/y//"F,// House No. Street Hamlet Owner or Owners of Property: 7/9RA y9Ge2 Suffolk County Tax Map No 1000, Section Lf Block 57 Lot -6-0 Subdivision /-(� Filed Map. Lot: Permit No. �—1 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary, ertificate Final Certificate: (check one) Fee Submitted: $ � Applicant Signature H O a TOWN OF, SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - [/FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRIC I (FINAL) REMARKS: ow �m DATES INSPECTOR SOUlyo h� �O • ho u TOWN OF SOUTHOLD BUILDING .DEPT. 765-1802 INSPECTION ' [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] UNDATION 2ND [ ] I ULATION [ FRAMING-/ STRAPPING [ FINAL - [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) RE ARKS:- kz l DATE g INSPECTOR AMOT • . . X11 ' �i' u�'�'� gw-";. �► iIi.�' r b � a �� r v r�:• �~ a • u r n 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 V1 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees D C.O.Application U vD Flood Permit Examined ,20 Single&Separate R0 MAY _ 9 2011 Storm-Water Assessment Form Contact: 'J Approved ` ,20 Mail to: S�1 OOIU S Disapproved a/c BUILD OF S® Phone: Expiration '20 A/ B in pe for A ON FOR BUIL IN PER Date 0,SLaz 120/-77 INSTRUCTIONS f If 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. .7L2�hi/ ��2•-�� / (Signature of applicant or name,if a corporation) �5''8 y ,So vrvd J�ifk/ �9vc= (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises /'JgQ/� (As 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. 2— Plumbers Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 2 -;tO . S've�T�1vz-z> /rid` //y' / House Number Street i" `' .,-�,.�� v , ,-_ . , ,Hamlet County Tax Map No. 1000 Section f` ' 'Blocky ' Lot D !".7 7 .1! , 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 3. Nature of work(check which applicable):New Building (LAd 'tion Alteration Repair Removal Demolition Ot ork (Description) 4. Estimated Cost -f5 JUS ,cs.� ; i '! -'Feer (To}be,pfaid on filing this application) 5. If dwelling, number of dwelling units ­-Number of,dwellip2 units°on' each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specifyhna'ture arid�exteint,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 8. Dimensions of entire new construction: Front 40 D.r Rear f�ODepth /14/D Height /2/ Number of Stories 2- 9. 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 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 2.1-0 nrvreti St aW Z 2 / J 14. Names of Owner of premises 7494 AcL',P Address Svc"i'llotz Phone No.rgt1-/7C1;Z 0-5-'9/- Name of Architect Address Phone No Name of Contractor Addresss�v2av�rF""Phone No. g' 1 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 521 (Q L 5'4 /_ODfi,1S/G/Ibeing duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the CUlvThA-C, (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 9 fh day of Q Ll 20T'- 'RACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORIS NO.01 DW6306900 Notary Pu 4 QUALIFIED IN SUFFOLK COUNTY Signature of Applicant COMMISSION EXPIRES JUNE 30,2P2 Scott A. Russell �UFFQj-� STF01RIMM-AT)ER- SUPERVISOR IWA, A�(Gr�E�\/JUE��[' SOU MOLD TOWN HALL-P-O.Box 1179 L'' ,? 53095 Main Road-SOUTHOLD,NEWYORK 119T1 o Town of,Southold CHAPTER 236 - STORRMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) Yes No (CHECK ALL THAT APPLY - Cl 0 A. CIearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ; El[9 B. Excavation or-filling involving more than 200 cubic yards of material withirl any parcel or any contiguous area_ ❑rX1 C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance_ : ❑0 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 011.F1RM Map of any watercourse.. ®W 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. E�and nswered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, re, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. nswered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan mpleted Cbeck hist Formto the Building Department—mdthyouur Building Permit Application. APPUCAN7: (Property Owner,Design Professional,Agent,Contractor,Other) - S.C.T M. _ 1000 Date NAME ' Dtrct 5 S���� —� Section Block Lot SL�1.r�.-rah.✓ S�J�Z'/l , l - - - - - - -- 16 FUR.FOR BLi�L1JhG 1�E Pt�F':"1'�l= "r Cornact Informat oa ✓ 1 '-2S 17 Q T J&"e Reviewed By_ — — — — — — — — — — — — — — — — — — Date Pro ert_y Address / Location of Construction Work- — — — — — — — — — — — — — — — — — f, V - � Approved for procetng Building Permit ��', _l � LD1 1 VP Stormwater Management Control Plan Not Required. �J0iiry) ld Stomiw,3ter Manager,e;: Ccr,trol P!„ Rcq: —d— (Fo[ward to Fngtreern;g Departmen, for Re%•:e�v.) FORM - SMCP - TOS MAY 2014 7.7 -own I 3 � �.y... w r 411Lwyp:> � tr " r ' 'fl�r aA!IIn1I�T L y I y � } c I �!a a - o , _ i. 4: ffia T i CLIMATE AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW WINDSPEED SEISMIC DESIGN SUBJECT TO DAMAGE FROM: WINTER DESIGN TEMP ICE SHIELD LOADPSF MPH CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY (F) UNDERLAYOUT REQ'D FLOOD HAZARDS 20 130 A - B I SEVERE 1 3'-011 MODERATE TO HEAVY SLIGHT TO MODERATE 13 DEG YES NOTES: S 39024'00 I I X TIN EC K AREA: 366SF EXISTING LEGEND 7� - 0 - ....... .. ..:. �, -�:,. :: ,�.;_� •..rare-•Il!�,-�A�°7! �^,.:.� `: - 11 .....- ,, k u f yl��a'�w'' �RRRy, ^. NV �'�,..:r�4••. .,. :ix. k-•S/ i.l`r.. xY"" 4`i I `` 1: '�' � ♦ .Y'\.X - k — ,. � - �,P„ �' 1 � ",,� 1+,'. \i - \.k ms` r" c:c,g. + \T { ' 4 f lam) . `'y. k i T ' I y 1=,' .[ — "' -•� , " INDICATES; .. . ,.. \, _,-' . � c- r I \. �_ : � I �.r - PRQPOSEDDECK ADDITION ST FLOOR: 1 IOSF O4 �� - tCD '. : ,' 's ' :r �• ,..:� tx, f' `{ F � -. "� _ .'.'T x, Cr h,1; \ ,'� ;�-:;a :rte. �'-= II O \ .' - ` ', : x`. •,_,x`�.,}--ice '�'' ii 1 '�i,< /\ ` ` ,'JC;C '? i-\; { 1,<�`,^x ,; \ r'- :\. CONCRETE FOOTING SET MIN 36 BELOW GRADE : ' , .� . � � ,. PROPOSED TERRACE @ 2ND FLOOR: 150SF , II II II ;- INDICATES 4 xb AC6� POST OVER 12 DIAMETER ,%rLo i; +- i .- r Y I �� \ ® ' CSI=: -. - ;` .tl CV /r 1. - CONCRETE FOOTING SET MIN 36 BELOW GRADE ... ` .It ., " ;� - . -:. . . . " . -. . I'. I -;� . " .. - -. . 13 _ . - .. . . . . . .. 1 ' `` o 1. _._ :. STRAPPING DETAILS N.T.S. P . F :, . . , �: U „ _ . ,. . . - - . r,, . , , .. ,. Q r' 1. _ - . ." Y ----_ � / '��;"�' , - W - r a ji 'raj 1, .. .. 1. .. - " .. _ .S .. - �O •.._:. . .. " " .. :. ". CHECKED BY: IF : .. . 1. 1. CA . ll o . .: . . . . . - .. : " ., � . -� ,-,1\%1..,,,:: * I. .. . c. I .� - �. I f..� ,� ��%v,-- . ".., T , . . . . . .. , . . . ,. . •- .. {I.::',;i, .. : I, ISSUED: ' . -„-' ,. .. .. ., " . .: ,\ ... " . . ";, . - P ' _ , . ., . ' . ` — � .. . . ,. {:, . .. . . . . N NN T N TYPICAL POST TO BEAM STRAP CONNECTION TYPICAL JO ST TO NAILER RIM BOARD CONN - - -•.-:.�;... . • TYPICAL POST TO FOUNDATION CO EC IO , u MPIUN M NU Al, .AU oIM : ...::r.:r:;, ..:+ .. .. .. - .. .. .. MI'i Wl^iD O�Jii Sr iC IETu E.r'UC IAS R I` A1s H WIN WJ VE IE:OB?U IAS R 130 MPH qJ W 0 SPK S UGIAIL .. 1. _% /'E' A N . T AIER.SIWx IIT' MIN DOLTS PERC NNE i N A R. IO RAFIG^.SI xi 11 "' •' '• - �" ` • .. - . . .. .. , TO PLATES SIOd x I I/T -..:.TO PLATES 5•I0d x 11/? __ --1_. ,� ... _ .. :• .. � .. TOSTUDS:NONE TO STUDS:NONE ,.,j .. " .. .I_ __.-�----- - ---- --- -_ ,- _ _---- -_ ---�'• , .. t,• . . 1 I x I 1 ,.. �, F 'r T: 7 1 1 I .. I � ti . / � \ I ��, 1 I I . Y�- HOUSE TO DECK CONNECTION DETAIL _ r, :r: GENERAL NOTES: ALL DIMENSIONS IN PLANS ARE TO FRAMING, UNLESS NOTED OTHERWISE. VERIFY ALL DIMENSIONS IN THE FIELD, DO NOT SCALE DRAWINGS. NOTIFY ARCHITECT&GC OF ANY DISCREPANCIES. CHECKED BY: ISSUED: 0 i \ i / i O O O O a REVISED: ' s < N Tui - - - i AIVI D 0' IA � L / 77 / 1 I o o ` L I ', , /� �y 49 SOUTH COUNTRY RD. G3 o � � :�. — '% / WESTHAMPTON BEACH, NY PHONE: 516-721-9474 - ----------------- ----- / 1 / u EMAIL:CZARNECKIDESIGNS@GMAIL.COM I o � L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3 _2KI 2 ACQ Di CK BEAM 2x]2 ACQ D1 CK BEAM �_ 3 A4.0 -----2x12ACQD CKBFAM ----,��----2x12ACQD CKBEAM --- A4.0 A4.0 i / A4,0 1x4 DECKING 1x4 DECKING g_ 6-11'' BY OWNER BY OWNER / CJ CU dO / PVC DECKING 0 0 0 m m n.' \.;, TBD.BY OWNER k -�- q o 0 0 o 0 0 --_ ---- PAUL DILANDRO, P.E. o I �S Y N Y Y cv c i i� COVERED TERRACE v v v o o 1M DECKING lx4 DECKING STRUCTURAL ENGINEER [__--- I X5?LVL 1 x5'LVL --__� 99 WHIPPOORWILL LANE �«n I BY OWNER BY OWNER -- �, 1 DECK JOIST 12 O.C. DECK JOIST 12 O.C. 1 o j I EAST QUOGUE NY, 11942 8'-4" 7'-34" o 0 RT 7'-34" I PROVIDE 36"HIGH ---- 1 GUARD RAIL AT DECK I OO MAIN TERRACE S I TEL 631-680-3590 2x12ACQD CK BEAM 2x12ACQD CK BEAM ______ 2xl2ACQD CK BEAM _____ _ 2xl2ACQD CKBEAM____ ___ 2ACQ CK BEAM___ _ PERIMETER �____� j Z� 1 EMAIL:PAUL. -------- �,------- --_----- ----------- T-------- ------ ��--- --- --------- ---- IBX Xi X 1 ---- o ---------- -------- ----- ---- ----- ---- - i r- — — — — T- ----- --- -� --- ---- Ig, A �� L_ — ——2x12 AC D CK BEAM - 2x12 AC D CK BEAM 2x12 AC D CK BEAM 2x12 ACQ CK BEAM 12 ACQ ECK BEAM - i 1 ——— —— ——— — — ——— --1-— ——— I -------------- ------------------- ----DN----- INDICATES TERRACE ———— —— —— -------- ------- I 1 x5'LVt 1 X5 m r ( o o co [ -= I DECK JOIST 12 O.C. � DECK JOIST 12 O.C. LINE ABOVE ' ' -- REED RESIDENCE — _ 2x12ACQDECKB __ — I- — --— ——— — -1 ------- --- ------ ------------------- ------ -_ 1�" ____� " ---- -------•ti --- --- ----•• O p - 14) 14 4 I I 4 x94 A BEAM VL BEAM —1 ACQ DECK BEAM — ,_ — I ------- ------- I I II II II II II -I-I - --II-II ---II-II ---II II-- I I TERRACE ADDITION 12'-10" __—_______ — 11 11 11 11 I INDICATES"PERGOLA" ———— ——--—�--� INDICATES 24x24x12 INDICATES 8x8 I I I 11 1 I I I 11 11 11 11 I I 1 ------ -------- DECORATIVE RAFTER TAIL 270 NORTH SEA DRIVE r r DEEP POURED SOLID ACQ POST SOUTHOLD NY, 9 7 --- -- `—� TYPICAL 8"DIA. - CONCRETE FOOTING SONATUBE AT BASE OF STAIRS FOR SUPPORT 16'-7A" 7.,34.. 8.. 15'-0.. 40'-0" FAU N DATI O N + MAIN FLOOR TERRACE PLAN 0 0 2 2 4.0 A4,0 TERRACE FOUNDATION PLAN 2 MAIN FLOOR TERRACE PLAN °v- NEW14. DILA �- SCALE: 1/4" = 1'-0" SCALE: 1/4" = I'-0" � trJ 'S'tJ �� C7 °�' lZE -,54\o APRIL 02 2017 ES5 � LVANY RAL NOTES: ENSIONS IN PLANS ARE TO FRAMING, NOTED OTHERWISE. LL DIMENSIONS 1N THE FIELD, DO NOT GENERAL NOTES RAWINGS. NOTIFY ARCHITECT&GC OF CIRCUITING NOTES: 1. THE CONTRACTOR SHALL CIRCUIT ALL LIGHTING AND RECEPTACLES PER THE REQUIREMENTS OF RESIDENTIAL CODE OF NEW YORK STATE. 2. PROVIDE G.F.I.TYPE CIRCUIT BREAKERS WHERE G.F.I. PROTECTION IS REQUIRED BY CODE. 3. PROVIDE SMALL APPLIANCE BRANCH CIRCUITS AS REQUIRED BY THE ELECTRIC CODE. 4. PROVIDE A DEDICATED CIRCUIT TO EACH BATHROOM TO SUPPLY POWER TO ALL THE RECEPTACLES 1N THAT BATHROOM. BATH CIRCUITS SHALL USE G.F.I. BREAKERS. 5. PROVIDE DEDICATED CIRCUITS WHERE INDICATED ON THE ARCHITECTS DRAWING 6. PROVIDE ARC FAULT BRANCH CIRCUITS AS REQUIRED BY CODE. 7. GENERAL PURPOSE RECEPTACLES SHALL NOT EXCEED 10 RECEPTACLES PER 15 AMP CIRCUIT 8. GENERAL LIGHTING CIRCUITS SHALL NOT EXCEED 80%OF BRANCH CIRCUIT-1,920 WATTS FOR 20 AMP CIRCUIT BREAKER-1,440 WATTS FOR 15 AMP CIRCUIT BREAKER 9. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR TEMPORARY WIRING DURING CONSTRUCTION FOR LIGHTING AND GENERAL PURPOSE RECEPTACLES. NATIONAL ELECTRICAL CODE: 1. ALL WORK SHALL COMPLY WITH THE STATE OF NEW YORK 2007 RESIDENTIAL CODE, PART VIII ELECTRICAL. 2. THE ELECTRICAL CONTRACTOR SHALL PROVIDE THE OWNER WITH ALL REQUIRED PERMITS, INSPECTIONS AND CERTIFICATES. 3. THE ELECTRICAL CONTRACTOR SHALL PROVIDE TO THE ENGINEER, IN TRIPLICATE, EQUIPMENT SPECIFICATION SHEETS FOR APPROVAL PRIOR TO PURCHASE OR INSTALLATION OF ANY ' l TRANSFORMERS, PANEL BOARDS, SAFETY SWITCHES, LIGHT FIXTURES, DEVICES ETC, 2002 NATIONAL ELECTRICAL CODE. 4. THE ELECTRICAL CONTRACTOR SHALL WIRE ALL MECHANICAL EQUIPMENT(POWER/CONTROL). CHECKED BY: THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL THERMOSTATS,TRANSFORMERS, RELAYS, ' WIRING SCHEMATICS ETC. NECESSARY FOR THE CONTROL SYSTEM.ALL WIRING SHALL BE 5 COORDINATED WITH THE MECHANICAL CONTRACTOR. ISSUED: d 5. THE ELECTRICAL CONTRACTOR SHALL PROVIDE TO THE OWNER A COMPLETE START UP; MAINTENANCE AND OPERATING MANUAL FOR ALL ELECTRICAL EQUIPMENT INSTALLED INCLUDING PANEL SCHEDULES,WIRING SCHEMATICS,OWNERS MANUALS, ETC.THE MANUALS SHALL BE PUT IN BINDERS AND SUBMITTED TO THE OWNER BEFORE WORK IS CONSIDERED COMPLETE.ALL WIRING DIAGRAM SHALL BE APPROVED BY ELECTRICAL CONSULTANTS. 6. ALL ELECTRICAL EQUIPMENT, SUCH AS PANEL BOARDS, MOTOR STARTERS,SAFETY SWITCHES SHALL BE IDENTIFIED WITH ENGRAVED LABELS. X 7, THE ELECTRICAL CONTRACTOR SHALL PROVIDE ACCURATE,TYPED PANEL SCHEDULES. ONE ` X COPY SHALL BE ATTACHED TO THE APPROPRIATE PANEL AND ONE COPY SHALL BE INCLUDED IN lo THE OPERATION MANUAL PROVIDED TO THE OWNER. 8. ALL CONDUCTORS SHALL BE COPPER, EXCEPT AS NOTED ON THE DRAWING. 9. THE MINIMUM SIZE WIRE FOR BRANCH CIRCUITS SHALL BE #12 AWG COPPER. LARGER SIZE WIRE SHALL BE USED WHERE NECESSARY TO LIMIT VOLTAGE DROP TO 3% FROM PANEL TO POINT OF USE. �'' '"' """'" " "'"'' "' '"''" ' "'" -- �;� 10. ALL WIRING CONCEALED IN WOOD OR METAL FRAME CONSTRUCTION SHALL BE TYPE AC REVISED: ' I (ARMOR CLAD)CABLE OR TYPE NM (NON-METALLIC-SHEATHED CABLE)WHEN APPROVED BY ELECTRICAL CONSULTANTS. ISfiI R 11. ALL EXPOSED WIRING SHALL BE TYPE THE WIRE IN ELECTRICAL METALLIC TUBING(E.M.T.) A ��( MINIMUM SIZE SHALL BE 1/2" #.) 12. ALL CONCRETE ENCASED WIRING SHALL BE TYPE THE WIRE IN GALVANIZED SCHEDULE 40 STEEL % r CONDUIT. 13. ANY EMPTY CONDUITS INSTALLED FOR FUTURE USE SHALL BE CAPPED AT BOTH ENDS WITH METAL CAPS. 14. THE ENGINEER'S DRAWINGS ARE SCHEMATIC REPRESENTATIONS ONLY,THE CONTRACTOR SHALL CONSULT THE ARCHITECTS PLANS FOR EXACT LOCATIONS OF SWITCHES, RECEPTACLES, FIXTURES, ETC, 15. ALL LIGHTING FIXTURES SHALL BE UNDERWRITERS LABORATORY(U.L.)LISTED \ 16. ALL CHANDELIERS SHALL BE PROVIDED WITH SUITABLE STRUCTURAL SUPPORT. 17, TELEPHONE OUTLETS SHALL BE PROVIDED WHERE INDICATED ON PLANS. CABLES SHALL BE RUN FROM EACH OUTLET TO THE TELEPHONE SERVICEEQUIPMENT.ALL WORK SHALL BE COORDINATED WITH THE TELEPHONE COMPANY AND ARCHITECT, 18. ALL ELECTRICAL EQUIPMENT SHALL BE APPROVED FOR USE IN NEW YORK STATE. 19. ALL EXISTING CONDITIONS SHOWN ON THE PLANS SHALL BE VERIFIED IN THE FIELD BY THE � ; ;:o�" �- ' " CONTRACTOR.THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIG TO THE START OF ANY WORK, ,� 20. ALL EXISTING SYSTEMS AND EQUIPMENT THAT IS TO BE RE-USED SHALL BE THOROUGHLY f` INSPECTED AND TESTED FOR PROPER OPERATION. 49 SOUTH COUNTRY RD, 21. NO DEVIATION FROM THE ENGINEER'S DRAWINGS SHALL BE PERMITTED WITHOUT PRIOR WESTHAMPTON BEACH, NY WRITTEN APPROVAL FROM: ELECTRICAL CONSULTANTS. PHONE:516-721-9474 ' 22. GROUNDING SHALL BE IN ACCORDANCE WITH ARTICLE 250 OF THE ELECTRICAL CODE. EMAIL:CZARNECKIDESIGNS@GMAIL.COM 23. ALL ELECTRICAL EQUIPMENT, DEVICES, ETC.SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS'SPECIFICATIONS AND RECOMMENDATIONS. 4.0 4.0 24. THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS PRIOR TO SUBMITTING A BID.THE CONTRACTOR SHALL INCLUDE IN HIS BID THE X o.S E PERFORMANCE OF ALL WORK REQUIRED TO COMPLETE THE PROJECT, INCLUDING ALL WORK r RELATED TO SITE CONDITIONS THAT MAY NOT BE CLEARLY DEPICTED ON THE ENGINEER'S PLAN. PVC DECKING o TBD.BY OWNER -- - --- PAUL DILANDRO, P.E. - STRUCTURAL ENGINEER ------ __ i INDICATES EXTERIOR SCONCE TYPICAL DEVICE MOUNTING HEIGHTS 99 WHIPPOORWILL LANE -_z6D CKINCBYOWNER , LIGHT AS PER CODE EAST QUOGUE NY, 11942 ----OVER 2x ACQ SLEEPERS 1. HEIGHTS SHOWN ARE TYPICAL TO CENTERLINE OF BOX UNLESS NOTED OTHERWISE. TEL 631-680-3590 -0 av14STE1�TERRACE - --- - 0 2. DEVICES ABOVE DOORS SHALL BE CENTERED BETWEEN TOP OF DOOR TRIM AND CEILING. EMAIL:PAUL.DILANDRO@GMAIL.COM 0 ---- i 3. MOUNTING HEIGHTS SHOWN ON ARCHITECTURAL ELEVATIONS SHALL GOVERN OVER THOSE i _ -CiECKINGiBYOWNER i SHOWN BELOW. R�ct(�IB�EPERS - i 4. FOR CEILING HEIGHTS HIGHER THAN 7'-2", INSTALL FIRE ALARM NOTIFICATION AUDIO AND INDICATES"PERGOLA" VISUAL APPLIANCES SO THAT BOTTOM OF STROBE LENS IS NOT LESS THAN 80"A.F.F., REED RESIDENCE -- - - DECORATIVE RAFTER TAIL OTHERWISE INSTALL WITHIN 6"BELOW CEILING ----------------- -------- -- V-\j (NOT TO SCALE) TERRACE ADDITION Z TYPICAL 8'-0"CEILING 270 NORTH SEA DRIVE SOUTHOLD NY, 11971 10 15'-0" TOP OF PANEL V � �� i UPPER FLOOR REF.TV BRACKET INSTALL GUIDE MASTER TERRACE PLAN L�> �T 2 A4.0 S 0 ®7 1p co UPPER FLOOR TERRACE PLAN zo -0 ;o oEwr SCALE: I/t+" = 1 '-0" co Lo U) i _ cc �O X9725 �''�OPESS1 �'� APRIL 02, 2017 EXISTING-2--STQR - - 71 -- - - J3AMED�DWELLING ;ice O REMAIN I E — IS k 1111iiiiiiiiii,- A e - RY �. T.O. UPPER TERRACE i SITE ELEVATION: +/-12'11" - CHECKED BY: TT jtill ISSUED: ' I� 1 DECK T.O. -- J� Uri SITE ELEVATION: +4-1 4 , T.O. POST FOUNDATION COLUMN Vf SITE ELEVATION: +3`-17/16" ----- -- - - -- - -- - -------------- ----------- -N T F — T.O. SONA TUBE FOOTINGS _ - _ - 0 ----------------- =��-{ _ _ _ --- ---_- - ___ —__ --_ --------- ------------------ SITE ELEVATION: +1'-0'1 _.III—_I,1_I I I-11�_I I I_I I I_I I I-1111 11_i 11 ,I I_I 111 11_1 I 1=111__I I I_I 1_- ---- — —111_1 —1 —111_111—III—III—III—II-1 I u_111_,1 111_111 1 I_I11_I 1_11_111 111_111-11 11_111 11IIIIII1„ IIIIII ,ILII IIIIII—III 111_11_111__111_ 1__111_11 --- _ 111_111_1 11_1 I�_11_1 11_1 11_1 I I_111_I 11_ i111_111_111_1 L_,I_ ,_— , 1 _ _ -- — -- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ II. I III I1_I11_III_111_I _ II 111111_111_1 _111-1 _ 1 _ 1111 I II 11 li I 11 111 111 111 111 _ II _ I I I II I II II II III III II II III II III I II I I I it I. I _ _ III-I _III_ - _ _II-. =1 __ _ _ _ _ _ _ _ _ - -I - II III III III III III III III III III III III III III III I III III III III III III III III III I III II II II III Ill III III II I II I I I I I I I III II II-III I III I I II II III I II III III III I fll II III III III III III III III III III III III III I-III= - - =1 = =1 = - - - - - - - - - - 1I I I I_I I I_I I I I I III I I I I I_I I I-I I L_I I I-I I_I - - - - - _'I-- - - _- - __ - - - _- - - - II III_III_III_III_III_ I_ _ 1 _ _ = - _ _ _ _ -_ _ II III III 11 III III II I I I - - - - - = - - - - - - - - - - - - ' - - - - - - - - - - - - - - - - -- - - - - -- - - - - - - - - - - - -- - - - II II III II II I -- - - - - - - - - - I I III III III III III III III III III III 111 111_111 III_III_II_ I_ _II REVISED, 1 1 I II III I T.O. GRADEI! - I 1 I - - - - - - - - F1..1 -1 Lill I-I II I I_I I IIIIIIII I I III III-I I i_I I I_I I I_I11_I I I_I I L_I I I__I I I__I I I__I I I_I I I_I I I-I I!-_III-III I I III 11 III 1 1 III I I I I u l I I I_.I I I_ I I I I I-III_1 I I-IIIIII .I I_ -!I I_I I I-I I I_I11 .11 I_.I I I__I I_I I I__I I I I II II II I I I I II II II I II II -III._III_III_IIIII -III-111111III111_111IIIIIIIII_lll___lll 111_111-III- i _ _ _ _ _ _ _ _ _ _ '_ - -- --- - III II III III III II _ _ -- _ -- - - - - -- - - - - - -- - - - - - - - 1 - - -- - - - - - - - - - I I- I I I I I I III III III III III III III III III i t I_I I I_I I I_I I I_I I I_I I I_I I I_I I I_I I I _ - - - - - _! _ _!_ =1= =1 = _!_ =11= 1=11= 1=11=1 1=111=I 1=111=1 1 =1 = =I= - �� � _I I I_I I I_I I I__I I I I I III I l i_I I I-I I I_i l l_I I I_I I I I III 111_111 I I III 111_111-I I I_I I I_I I I_I I I I I III I I III I I III I I III I I III I I I I I I I I I I - I II II III III III III -II-III III_-III-III-II III III--111__111 .111___111_ _ _ _ _ _ _ _ _ III III III III I II III II III III III III 1 III III III II III III_III- I-_ _ = 1= = = _ - _ II I II JI III_III I II I SITE ELEVATION: 0-01=1 - - - - - - - - - _ =1 - - - - - - - - - - - - -- - - I I III II III III II E _I I_I I_I I_I I_I I_I I_I _111_111_1 I_I I_I I_I I I_I I_i I_I I I_I I_I I I_i I_I I_I I_I I I_I I I I III IIII IIII III IIII III I III III III III I III III I I f III IHII I I H III I III III III III III III IIi III I II III I III I I III III III I_I I_I I_ I_I I_ -III- _I _ _. _ I I I I I I I III I I IIII I I_I I I 1 1 III _I IIIIIII-III-I I I__I I I--I I_ - - I - I - 1I I - II III III _III II_III_III_IIIIIIJII_III_III_III_III_,II_IIL_III_III--III_III__ill_III_III_III_III_III_III-_III III II III III III I.I_III__III_III_III_III II II III III II III III III II II II III III III III-III III III III III III III III-III II II III II II 111 III II III III III III III Ill III III III III it III III II I I _ _I _ I I II II III 111_111 II III_III_III_III_III_III_III_III_III_III_III_III_III=1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - II 111 .IIL-II-IiI - - - - - - - I - I - I - I I I I I III I I IIi-1 I i_I I I_I I I --11_ _ - - - - -I - - - - - - - - - - - - - - _ L _ -I I I III I I I I III I I III -III III I III III III I I I I III III III I I III III III III 111 III III III I III III III I I III I I III I I III III III I I III i t I I I_I I I- III I I I i l III III I I III I I I III I I III I L I I III I I I I III III-I I L__I I I I I i__I I I I I III III-III- I I_I I I III-=III=1 I1=1 11=1 I_I I= = 1_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - I I III II III III III III III III III III III III III III III III III_II- _ _ - -- -- - - - -- - - - - - - - - - - - - - - - - - - - I_I I i-I I L_I I I_I - -=I I I I III I I I_I i t-III I I IIII I I__I I I__-III=111=111=111=111=111=1 I I=111=1 I-1 =I I_- - - -i II = 1=1 I=11=I= 1=1 I-I I 1=1 I 1=1 I I=111=111= =1 I 1=1 1=I 11= 1=i 1=1 I i=1 I i= 1=11=I 1=111= I=1 11-111-= =1 11= 1=1 11=I 1=111=111= =1 11=i I=1 11=111=111=111=1 I 1=1 I 1=1 I 1=1 I 1=11=1 1=i 11= Ii = ! _. --1 I i- _ _' III=111=111=1 I 1=1 I 1=1 I1=111=1 I I=1 11=I 1=1 11=I=1 = _ 'I-- =i= _� _ _ _ _ _ _ _ =1 - _ - - - -1 _ _ _ _ _ - _- -' _ H11011=111- =1 I = _ II -I = III II II II III I II IIIII II II III III III II III II III III II III III III II III III II III III III III III III III I I III III 111__111_ _ _ _ _ _ _ III III I III _ _ _ - - _ _. _ _ _ _ _ _ -_ - -_ _. III III 111 III III III_II_III-..III_ III I I III III I I_I I i I III III III III III III III III III I I I TiCOLUMN FOOTING - - - - - - - - - - .0. 000 0 - - - - - - - - - - - - - - - - - - - - - - - - - I - - - _ _ _ _ _ _ _ _ _ _ _ _ 1_11_111_ 1_11_ _1 _ 1 _ _ 1_1 _ 1_11_ I_1_II_1 _ _ _I=_ _11_ _11_11_111_1 =_111_nl_n1_n_111_111_11_ _ 1 _ _ _ _ _ _ _ _ _111_ =_111_ 1_111_111_111_1 1_1 _ 11 _ _ _ _ _ _ _ _ _ _ _ _ _ _ I11 111 In 1n 11l 111 In nl � 11 I 1 I ul 11 111 11 ul ul 11 11 n 1 II II I nn1 nl I III Iul = 1 1 I 111 =1 In n1 n u1 111 111 1n III In u u 1 I II 11 111 111 1n 11_11.111_11! n1 1=1 111 n1 n1__ni__111_n _u1.111_-.n1. 111__111-_111111-III111__111n1 111.11!-II -- _ _ _ _ I I _ — _ _ _ _ _ _ _I. _III_III_III_III1I. III_—III- IIL III 111—_II_, III—III III—III __—__— _ _ _ _ _ I III III III III III III I I III III III II III III III II 7n_-rr-nl rn lr nl lrr-rlr lmn_-Tn 1T1-m =T=1I_-7n-rr lTr-m rlr-nl nrl-rlr lTr 7n nT-nl rrr rlrrrr n�1r n1 m TirTrl-lrr rlr l�r�In lrnl-Tr rlrrrr In�rrl7r m r1r rlr_�1rr_ 1r_1Tr_mn�rrn TI�irnr-�Tl�rr-n> 1T1-1 rm�IT1-rr nrnnrr_ITr_ 1=1= _ - - - - - - -- - -- _ " IT�r-n rrn 17_11 c1Tr_-I n_--TrI-1T1 7T-I r_�7 nor-111n i=III-!rr_-n r_1rr_;r__r=1ri- - - - n--Trr-T= - - - - - - -m-1 n i�Tl�nil-1 - - - - _ - - - - I-Tt-lfi-n7-1TIL-m—n— — — '— —"— _ _ - r rm n—m 111—m r — — - -I— - — — — — - - rrtr n�! 1-r-1 r -rr-1n_ 1 VrJ SITE ELEVATION: -0-0 ! - - -- - _ I _ I I I I1 I. III I I_111_I I I-1111 II I_I II I II III-1111 I-III I I IIII _I IIII I I-III V I I I I_I II I_I I I_I I I__I II I I III III__I I I_I I I_I I I_I I I-I I_ __ -1111-1111 I-111-1111 I I-I_ -III_ _ - - - - - _III._I I II I I I I III I I III I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I III III _I I I__I I I-,I I__I I I-I I I I I I I I I III III I I II I I- I I-III III 1111 I IIII--III-_III_I I1=1 I I__=11=11= =1 I= =1 I= _ _ _ _ _ _ _ _ _ _ _ _ I I III I III I III III III III III III III III III III III I - - - - -- - - - - -- - - - - - - - -- -- - - - II I I I III III III IIIIIIIII-_III=III=III=III=III=III=IIL-11= =1 _ _ =_ _ I III II III III III III III III IIIII_I�I__III__-111_III_III_III_III_III-III II I I I III I I III 111_111 I I III 111_111 I I III I I III II III I I III II III 111_111111_111 I III 111_111 II III111_111 I III I III -111_111 II III-III III II III III_ill_II I I III III_III_III I 1 III_III_III_II!-IIII_ II. I - - - - - - - - - II I I III III I IIL_I I I_III-IIIIIIIIIIIII II_I II-I ILII, _111_111=111_111=111=111=111=111=111=I= - - - - - _ - 1I I I I I I I III III III I I III I I I_I 1 11 I I_I 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I - 1I III I I I_I I I -III I I I I I__I I i--III--IIIIII-I I I=1 I I-'I I-III-I I I_.I I I III-III II=1 = - - - - - - III_II_ _ _ _ _ _ _ _ I III III III I I - - - I - I - 1I I II I - - - I III II�III III III III II III III II I II III II III III III III II III III II II III II III III III Il III III III II II II II II III III III II III III III III III III II III III I III II II 111_111_I II-III_111_111__1II-111_111 III-111_1II_I11 III-111_1 = =1 = 11= - 1I - - - I III I I III I IIi I I I_I I I-1 I I-Iii-1I I-111_1 I I_I I I_I I I_I IIIIIII-1I I_.I I1= 1=1 = _ - - - I II I III III III II III III III III I I I._ I _ _ I I I III I I III III_III_II I I I III III III III III III- III III III I I I I III III III I . III III I I III III I I III III III I III III III III III t l l I I III III I I I I I I I III I I I I I I I I III III 111_1111 I I111-111-111_1 -III__I I I__I I III III I I III 111__111 I I III-IIIIIIIII-III_I I I_I I I_I I I_I I I_I I I__I 11_ _ _ _ _III _ _ _ _ _ _ _ _ _ III III III III III III III III III III III III III III III III III III _ I - I I III III III II. I III III II III III III I III I I I II_I I_I I I_I I I-I I I_I I I 1 1 I 1 I 11 1 1 1 1 I 111 1 1.1 I I I III I I I I III I I III-III I I I I I_I I I I 111_111_1/I_III_III_III-I I I_I I I_I I L_I I I_I I I_I I I_I I I_I I I-111_1 i I_I I I-I I I_I I I_I I I-I I I_I I I-III I I III I I I III III III I IIII I I_I I I I I III-IIi-1 I_I i I_I_1111 I I I I I-I 1_I I_III-III_III-III I I III-11 I_I I I_I I I-III_I I-III I I I- _ _ I. -I _ - _ 1111 n 11 1 111 11 111 11 11 1 ul 111 1 n 11 II 11 1 11 II I II I I I II I I I I II I III III III I III II III II I I II _ _ _ _ _ _ _ - - - - - - - - - - - - - —II III— 1 II I II II III I III III III III III III III III III Ifl III III III III II - - n n = = 111 111 n 111 111 111 ill 111 - = - - - --=n — _ I=—II __ -_ 111 1111 111 111 111 III 111 = I 111 111 111 111 111 111 ! 111—= 111-- 111---111-111 ' - - - - - - - - - - - - - - - - ,L _I I_III-I I I_I I I_II I_I I I_I I I_I I I-I I I_I I-III_III_III_111_111_1I CI I I_III _III_III-III_III_III_III_III_ll L_I I I_II I_I I I_I11_I I I_I II-III I I I I I I III I I I I III III I I I I I I-I I I III I I I I I II I I III I I I I I III III III III III III III I J�Jll-11 - - - -I- _ - - _�___L _I I_I I I-111 I_I III I I I_I I I-III- 1I I--111=111=111=111=111=111=111=111=111=111=111=1I I-111=111=111=111=I=111= - - - - -- 1h1 =III=III- - _ _ _ _ - - I III III_III_III_III_III_III_III_ ------__ I -==>�-uLi1L_1L�- _-_ - �-LIJc- gull_ — III_lilISI ,�,-,- „__ _11._�y.JJ- -III-III=111-III-III=IIIIIIIII-IIIIII-IIIIII=III-III=III=III-III I I ��-uLllLlll=IIIIIIIII-III=111 �u�tLl-III-111-111- - - ==111—III PROPOSED EAST SIDE ELEVATION 2 PROPOSED NORTH FRONT) ELEVATION : ZI SCALE: 1/4" = 1 '-0" SCALE: 1/4" = I '-C)" 49 SOUTH COUNTRY RD. WESTHAMPTON BEACH, NY PHONE: 516-721-9474 EMAIL:CZARNECKIDESIGNS@GMAIL,COM --- - - - N ------------ ---- ----_------_--__ PAUL DILANDRO, P.E. - ------ 71 STRUCTURAL ENGINEER __.. 99 WHIPPOORWILL LANE '11 a - r7 EAST QUOGUE NY, 11942 - LJ- _ _____ TEL 631-680-3590 EMAIL:PAUL.DILANDRO@GMAIL.COM _ A I d- Jill I Y:TT=l ISTI _ - - T.O. UPPER TERRACEEEI TORY _ ------- SITE ELEVATION: +/_12A 1 R ELIINQ -— p REII�IAIREED RESIDENCE I F771731 _ TERRACE ADDITION "- 270 NORTH SEA DRIVE -_� .. SOUTHOLD NY, 11971 T.O. DECK SITE ELEVATION: +4'-0" Ak T.O. POST FOUNDATION COLUMN - -__ -_ -_ —_-__---_-_- _- -_ _-_—_--_- ---_-- - - -- --- --- ---- -- -- -- -- ----- -- -- ----------- PROPOSED SITE ELEVATION: +3'-17/16" ------------------- - - -- ------- — - - -- - ---- - - — ------ -- - - - - - - _ - TERRACE ELEVATIONS T.O. SONA TUBE FOOTINGS _ __ __ ____ _ A27777 SITE ELEVATION: +1'-0" ------------------- -- - - ------ ,11_111_111—,11_111 11—tI1_I _III —I 1—I 1 1—III—I 11—i I—III—III I—I 11-1 1—I 11-1 1 I—IIIIII—III-1 -1111 111 —III—I 111 1_I 1 1I 1 11 II 1 I_I lI 1—III—III-1 I - — — _ — — _ — — — _ _ _— — _ — — — — — — — — — — _ --I I1 —III-1 —I I1—I 11--I1—III—I t-1I_1I 1-1I-11-1 —III—I 1—I I—_-1 I-111-1 - 1—I 11—I1 __1111 I_I_F_'=' I—I 11.__1 1- 1 ---1 _ = 1 _ _ _ _ 1 = — = i= =1= _ _ =I -I = 1 = =1 = =-111 = = = = -1 — __ _! _ _ _ _ _ _ _ — — — — — — III III III III III III L III III III III III III III III III III III III I III III I I-L III III III III III _ _III III I III I III 111 III III I_I �I I I III i l III H I 11 III III III III III III III III III I�I I I-III-III-III-I H F=1 i 11 =1 I=1 =1 L-1 =1 =1 �I -1 I 1 1 =11= All T.O. GRADE = - - - - - - - - - 111=1 I II I I—I Ii I I__I I II I I .I II I II I I_I LI I I_I i t—I 11_1 I II I I_I I I_I I I__I I L I I I_I I I_III—.III_I I i_I I I_III—III_I I I_I I I_I I I_I I I_i I i_I I I_I I I_I I I_I I Ii 1 I_I I I_I u I I I_I I II I I_I I II I II I I—i I I_I I I_I I I_I I I_I I I111_11 I_I I I_I I I_._I I I_I i I_.I I I__I I I—III_IIIIIIIIIIIIIII=!I I=III—III=III=III=IIiIII=III=III=III=III—III=III=III=III=I I I III III I I 1 III III III III III III III I I !I I I I 1 III III I I t III III III III III III III III III III III III 1 I I III III III I I III III III III III III III III III III III 1111 I i I III III III III III III III III III III III III III III—I I I_I I IIII—IIi I I I_I I I—I I I_I I, 1 I IIII—I I 1=1 I I_=1 I L—III-.III=III=1 I 1=1 I I_I 11= SITE ELEVATION. +0-0 - 1=1 = - - - - - _ __ - =I _ _ - _ - _ I I1=1 I L=1 11=1 I1=1 11=1 I1=1 11=1 11=1 I t=1 11=t 11=1 11=1 11=1 111 11=1 11=1 11=1 111 f 11 1 11 11=1 11=1 11=1 11=I I I=1 11_ 11=11 I__=1 I I=1 11=1 11=1 11=1 11=1 I I -.I I=1 t 1=1 11=1 I I-=1 1 11 11=III=1 11==1 I I_=1 I I-I 11=1 1 11 I I=1 11=1 11=1 11.=1 I I=1 11=1 11=1 11=1 11=1 11=1 1 11 11=1111 11=1 11=111=1 11=1 I I-1 I= 1=1 I= 1=1 = _ - _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -ill -1111111111- T.Q. - - - - - - - - - - - - I I I__I I I..III-_III ;II__I I I_-I I I__.I I I-I II__I11 _I I I_._I II_I I I_I I I-I I I_I I I II III_IIIIIII I I_I I IIIIIIIIIII I I_I I II I -I I I_I I I-111=i I I-111-_III_III- I L_I ANDI I I_I I I__I i'I-111_1 I L_I I I_II I__I I I_I i I-111-1 I I-111-III-111=111_=111=111=111=111-111-111_111=111=111=111=111=111=111=111=-1 = _ - - - - - - =1 1= - _ _ _ _ _ _ _ _ _ - I I II II, III_I II-_I II_I I I_III--III-III-I II_III I 1 III 11=1 11=1 11=11=1 11=1 I=1 I I=1 11=1 11=1 11=1 11=1 1=1 11=1 I1=1 11=1 11=1 11=111=III-1 I I.i I I-1 I I-1 1 11 I I-1 11=1 11=1 11=1I 1=1 11=1 I1=1 11=11 I=1 11=1 I I-1 11=11 I-1 1 1=111==1 I=1 I I-1 11=1I 11 I I-1 11=1I 1=1 I I-1 11=1 I I-1 11=1 11=1 11=1 11=1 11=1I I1 11=1 I I-i 11=1 I I-1 I I-1 I I-1 I I-1 I I=III-1 I I-1 I-I I1 I= 11- - = T.O. COLUMN FOOTING - _- � __ � _. _ _ _ -- - - - - - _ _ _ - - - - - - - _ _ _ _ - - - _ � � � 1 - 1111 LI 1= I=1 = 1=1 = 1=1 =1 =1 1= 10 1=1 11= I=1 1 i I=1 I I=-ITI ==1 I=1 1 1111 11=1 I C 1 1111 I I=1 1111 1111 I I=1 I I=1 I I=1 I I-1 I=1 I I=1 I I-1 I I=III=1 I I=1 I I=1 I I=1 I I-1 I I=1 I I-1 I I-!11=I I-1 I I.I I I III-1 I I-1 I I-1 I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 11=1 I I-1 I I-1 i t-1 I I- -I I- - 1= - - - - I - - - __—__—__ i I I I I III _I I_I I I_I I_I _III_I I_, I_I " - - = 1= = 11TI= = l 1 =n111-111-111-1 ii 17 111 1TI (iT ni 1TI 1n=111 ITT=117 T1=1T1 T i FiT InITI�1T nTl�n 111 1T n fTf=1Tl 1i�n= 17 71T1TI=iTr=n= 1 17 TIi ITT 1fT f1 1T1 117 nr�filn Ttt-1 1= _ _ _ _ _ --'— =n�l?iii -1(t"11 Trl_ _ __ Till-1Tlln-f?i�lTr-fn�ITl-1Tr-Tl�fr"7Ti-ITI SITE ELEVATION: -3-0 - ' - - - - _ - ,- - I _ =1 = = _ _ = _ _ _ _ _ _ = _ !_ _ _ = _ _ _ = _ _ = = = � _ _ _ I- _ _ --- I_I I- I_I _III-III-I I_I --III I - 111- 111_1 II I 11_1 _111-III_I I_I _I I_I 111_111 III III III III III III III I. III III III III III III III III III III III III III = III III III = III III I I I_I I I=III=III=III '111 III=III=111 1 I-111 1I'=I I I =I I i_1111-illi I I I=III=III=11 i - - =1 11= =11=I1=1 11=1 1=1 11=I=1 11=1 11=1 11=11=1 11=11==11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I t=1 11=1 11=1 11=1 11=1 11=111=1 11=1 11=1 I L=1 11=1 I L=1 11=1 11=1 11=1=III=11=1 11=1 I I=I I I=1 I I=1 I=1 I I=1 1=1 11=1 1= -- = 1_. _ - III I -III II III III-111 111_111-III II III _ I _ _ I _ _ I -III-111= 1II_III_-ill = ,_ 111 1 II 111_111--111_111 _LII- 1 = - = - _ - _ _ _ _ - - - - - - - - - _ - - - - - = = = = =1- -11- -III- =II- -II- -III-11- = = -1 - = = - 1= = = = _ - _ - _ - _ - _ _ _ - _ II IIIIII_IIIIII_IIIIII_III_III_III_III_III-111_1 I_III_III_ill-III_III-III_III_III_III-III_IILIII111_111IIIIIIIlf I I III I III III- I III I III I I I I III_III_III II 111_111-III II III III_III_III-III_III_III_III-III_III_III_III_III_II!_III_III_III_III_III-III=III=III=III=III=II=III=111 - I_III_II I-1 I I_III_III_III_III_III_III_II III III III I-I I I_I I I_I I I_I I I_I I I__I I I I I III I I III 111__111 I I I I III __ I I_ I-III I I I I I I 1 1 -I _I I I I_I I I-III I I III III-I I_I I I I III_ III-_I f l I I III _I I_I I I_I I I_I I VIII I I_I I I_I I I_111_111_1 I I_I I I=III=III=III=III=III-IIL-111=III=111- I I1=1 11=1 11=1 I I=I I I=1 11=1 I1=1 I I=1 11=1 I I1 11=1 11=1 1 11 11=1 11=1 11=1 11=1 11=1 11=1 I I=1 11=1 I I-1 11=1 I I-I I I=1 I I=1 I I-1 I i=1 11=1 11=-1 11=i I I=1 11=1 I i=1 11=1 11=1 11=1 11=1 11=1 i 1=1 I i=1 11=i 11=�11=1 I I__,I I_I 11=III-1 I I=IIi-1 I I-1 I I-1 11=1 I I_i 11=1 I I=1 11=1 I I=1 I I1 I I1 1 11 11=1 11=I I I=1 I I__I I -III 11=I I=1 11= =11= =I = - - - - - I I I I I_I I I_I I I_I I I_I I I -1 II -1 - 111 1 -1 I- - I- -1 -1 -1 -1I-1 -1 1=1 1=111=1 I1=1 I1=1 I1=111=1 I1=1111 1=1I 1=111=1 I1=1 CI I1=1I 1=1I 1=1 I1=111=111=1I 1=1I 1=11111 1=11111 1 111=111=111=1 I1=1I 1=1 I1=111=1 I1=111=1I 1=1I I- =1 I1=1I=1I -1I-1I 1 - _ - _ _ _ - 1 I I I I _I I I I I I I I I III I III I I I I I I I I I III III-I I I_I 11. 11 I__I I I-I I I_I I L-1111 I I-1111 I I__I I I_L I I._LI I__I, ,�,__1 I;_�- ,/��F NE -1 L=1 I 1 1 I-1 -1 1 =I _I I I_I I I _III I_I I I_I I I I I I_I I I_I I i_I I I_I I I_I I I_I I I_I I 1111_111_11I_I I I_I I I_I I I_I I I_I�I_I I I_I I I =III=IIIIIIIII=III=III=IIIIIIIIIIII=IIIIII=III=III=III=III=III=III=III=III=III=III=IIIIII=III=!11=III=111=III=III=III=III-III=III- _ _ - - `�Ll =111=III-III-III=III=!11=IIL-III=IIIIII=IIIIII_=IIIIII=III=III=III=IIIIII=III=III-III=III=III=11= - '� y 3 PROPOSED WEST SIDE ELEVATION o� 097252 R°fi sSjoi SCALE: 1/4" - 1'-0" APRIL 02, 2017 ----- _ y 3J wl 2 - - RAMD=D T.O. UPPER TERRACE ELAN— — — — — — I - - - SITE ELEVATION: +/-12'-11" - - - - - - - I —II JREMAIN ------------- O- - - T- I �, t I) I I _- -- II I 251z CHECKED BY: f u- `-` 11 if - L. ,..:.; ISSUED: rk T.O. DECK r III LL SITE ELEVATION: +4'-0" i I � I I -- -- -- --—- —- -- -- -- --—-- -- -- -- -- --—- —-- --— -— - -- ------------— r6 T,O. POST FOUNDATION COLUMN NV SITE ELEVATION: +3'-17/16" - i• :-�----- - J- --� -- - - -----T.O. SONA TUBE FOOTINGS ----- 4-4-- _ --- — - I ----------- SITE ELEVATION: +1'-0" •:.I T.O. GRADE _II '-.•.•, I1SI==__1 11-1_--1II II_I-=I _=„-III-. '.-`:•-�� 11--!_1 1IIIIIIII_-__1--1 =-_I -1="' -=I1I —!1-=1IIIII— -=IIIIII---_-_--II I III1—1-=IIIIIII--=IIIIII--1 III-1iI I-Ill=1 I=III=iII=III 111-111=11 _11 _11=11=111=11=IIIIII=I-111=111I1I— =-1I.-I1I=-S1II1II1I1=_-1II1I-_--I1II1II1I=_1III-!I--1aIi1,Il1I 1I-_ IIIIIL-I-_I I_IIIIIIIII_I_I_-I- 1I-I=111-I -_-111-I 11---1-= IT 11SITE ELEVATION. +0-0" -III-I - I IIII-I=11 II 1II1II.1,!I_1 III1 =- 1III1I —--—--_---—--— I- I-1 I1=1 11=1 I I--1 i t=1 I I=1 I I-1 I1=1 11=1 11=1 11=1 11=1' I I=1 11=1 11=1 11=1 I I_ .•.' I1=11 II,IIII I IIII=1 11=1 I I=1 11=1 I I1 11=1 11=1 I1=1 I I=1 11=1 11=1 I1=1 I I_I I1=III=1 11=1 I I-1 I I-1 I I=1 11=1111 II I1= - I I I 1=1 I I J I=1 =1 I= I=I= =I - _ - _ _ _ _ _ _ -I - _ ._ _ I.• _ _ _ _ __ _ _ _ _ „_ _ _ - _ _ - _. __ _. IiI I_ _. III I II II I III II III -III-III_III-III-IILIII_III-111_111-111=111=111-111=111=111=111-111=1I-1=iI 1=III=1!1=III=III=III=III=III=III=III=III=11!_ . 4_III=III-I II =11 -III=11!-III=III=III=III=III=III=III-111=IIII=III=III=III -- _ _ _ _ _ _ _ _ I... .!, _ _ _ __ _ , _ - _ -_ -_ _ III _ I . I- I III I III III III III III ,III III III III I_I I III I I_I I I_I I I_I I_I �I I-III-I T.O. COLUMN FOOTING n 1_I I1—u 1—!n_u_I u_I n_n 1_!n_!!1_u I-I� . ..Fl�1_I I1_I I I_I n_n 1 � u_n r-n=!n=n 1=u 1 !11-u 1-!n=n I-n 1=!!1=1 I-1 n-111=1 a=ul=1 n=1 1=!11-1 n—!!!=1 — _ _ _ -I _ -11 III II II ! I I III I III III III III 111_111 II III- II-III I I II III III-III; III_-.III -II —_-- I- m—III _1?1�ii 71r rtr nrr�n->rr-ITl-nr TV SITE err 7 rrnT-IT! rlr!r1 n-r rlrn n1m=lTlrr n r m n Trr Irlrrn rn1=1 n-n n1 n !rrlT!-Tn r7rr n-nr_I11-rn r r rr1 l l n r=1r 1 n= =n1r1 r_I,1=7 n- 1=n-_I r1 r !- SITEELEVATION: -3-0 _ _ _ _ _ _ - _ _ _ -1 = = - - _ - - - - - - - - - - - - _ _ _ _ _ = - - - -1_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - REVISED: IIIIII-IIIillIIIIIIIIIIII-I I_I I_I I �I 11_,11-III 111-III III-III I_I _III_III-111_1 I_I I-I I_I I_I I_I I I_._I III__= I_I I_IIII-III-III-III-111=I II I=III=111_1 I_I I_-I I__I I I-_I I_I I _ I__I I__ I__I III_III__III-III-III-III=11 L-III-I �I =1 1= 1 - - - - - - - - _ -_ _� _ _ _ _ .__ _ _ _ _ _ _ __ _ = = _ _ _ _ __ _ -- _ =1 = _ _ - _ _ = _ _ _ _ _ _ _ _ _ _ _ _ I - LI I_III_I I_I I_I I_I I I_I -1 I_I -11 1=111 1I1=1II-IIIIII-II1=111-111=1IL=111= .:: • " II=111=111=III-111=111=1IL=111=111=111=III-111=III-111=1Ii=111=III=111=111=III_I.I-III-III=111=1I:=111=111=111_11 -III-__III III III-111=III III_.II-111=III- I1--I!I-111=I1=11--1I- - - - =1 = _ - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -- _ __ - _ -- -_ -1 111 -1 I 1 1 11_.1 I I�l I El I 1 1 I I I I 1 I 1=1 I 1=1 I M 11_1 I El 11=1 11=111=111=I I I 111_111-III II III_III_III_IILIII_III-III-IIT�tI�fITLIII_III-111_111-III_III-III_III-III_III-III_III_III_III_III_III-III_IIIIII111-III-III_III-111_111-111_111=11i_I�1=111=111=111=III-III-III-111111=III11=III-111-111-111-111=111=III-111=111=111=I1=1 - �I III III-I I111-111 III III-f l I-III--111_111_-III-III-I II_I II--III_IIL_III=III=111_111=111_.111-III__III__III_I II_I II_III__I11=III=111___111=III=111=III=III=111=III=IIIL1=III=III-III=III=III=1 1=III-11= II=III II= - - _ 1= 1 I111_ III I I I1= III I I I1 I I_I 11-1 I I I I I I I I III-I I I_I I I_I 11=1 I I_III-I,�I-Illi I I-III-I I I_I I I_I I I_I I I I,I IIII-I 1=1 I S I I_I I_I1 I I I I L11 I III '=!I1 111 I I-I I I=1!1=1 I!=1'1-1 11=1 I I-III-I I I=1 I I-III-III I I III-III I I I-I I-III-1 I I--III I I III III=1 11=1 I I--f I I=1 11=1 I-1 11=III-=1 I1=1 I I-1 I I1 11=1 I I-1 11=1I 1=1 11=1 11=1 I1=1 i 1=1 I I-1 I I-1 11=1I 1=1 11=1 11=1!1=1 I1=1 I L-I 11=1 11=1 I I-1 11=1 1=1 I= - = 1= _ _ - _ _ = _ _ �III I_III_III-III_III_111_111-II. IIIIIIIIIIII-III I I_III-III_III-111-III-III-III-IIIIII_IIIIII_,IIIIIIII=III=1'II-11i=III=III:-III=III-111=III=III=11i-III=III=III=III=-III=III-III=III=III=III III=III=III=III=III=III=III=III-III-III=1 1=III=1 = - =1 = =1 - - - - - I - I II III III III II I II III III II III II III III III III III II_I III III III III III III lil ..I III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III-III-III=III=III=11L-III=III=III=III-III-111=III=III-III=III=III=III_III-!II=1 - - -'ll =III=III=III-III-III=III=III=III=III=III=III=III=11= I- != I=-! = 1I - - --- - - - - '_ _ - - - _. I I I I I I I I I I L I I III III-III,III-III I I I_I I I-.-I I I__I 11 III IIIl I I_I I IIII�IIII„III=111111-llLJ11=1u=�1-1=1i1=III=III=III=III-III-III=III-III-III=11�l-LI1�111=III=III=11�11�III-II!=11�-11!-1"�"�"�LL� - '=11�=III=III=III-III-III-nl111 ,1=: I _ _ _ _ I_III�-_-=-_ ___ I� III III=11- --a=ma=y' II_III I I III III -III SECTION A—A SCALE: 1/4" = 1 '-0” (— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �- — -- - - — — — — — — — — — — — — — _ -_ — — - _ ..� -.- �. �- S"m'c"FMr•t�'•.'fnWq '.va1W"m,�f.1R�'�•�n"t",�: ���y I I I I I I I I I I 49 SOUTH COUNTRY RD. WESTHAMPTON BEACH, NY PHONE: 516-721-9474 I I EMAIL:CZARNECKIDESIGNS@GMAIL.COM I I I I I I I I I I I 1 I I I I I I I I I I PAUL DILANDRO, P.E. I I I I STRUCTURAL ENGINEER i I I 99 WHIPPOORWILL LANE I I EAST QUOGUE NY, 11942 I I I I TEL 631-680-3590 EMAIL:PAUL,DILANDROOGMAIL.COM I I I I FLASHING ------------------------------------------------------------ �� ��� _ DECKING AS PER OWNER FLASHING CAP _ I N I (4) 1311 x 9 4" LVL BEAM I 2x SLEEPERS REED RESIDENCE TERRACE ADDITION 60 MIL EPDM ROOFING OVER I - j RIGID PITCH BOARD, FULLY INTEGRATED GUTTER 270 NORTH SEA DRIVE -104 r=iN I I ADHERED TO SHEATHING I „ I SOUTHOLD NY, 11971 c�L0 5 CDX SUB FLOOR EPDM GUTTER LINING I � 4 I I I I 1 4" x 5 2" LVL TERRACE ► J , , ► PROPOSED FLOOR JOIST @ 12 o.c. I i 3„ SECTION i 4 PVC CEILING TBD. BY OWNER I BLOCKING i I I 4" MIN PVC SPOUT PVC FASCIA 6411 I 8x8 SOLID ACC- COILUMN i I 6 I I 41 ' ' - - - - - - - - - - - - J I-- - - - - - - - - - - - - - - - - - - - - — — - - - - - - - - - - - I " NE 311 2 —04 i 2 DETAIL DETAIL 1s _ _ . 0 _ n n �872`S `��� l SCALE: 3 = 1 0 SCALE: 3 — 1 ���F .%'� APRIL 02, 2017