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Home My WebLink About41801-Z p�OgUFFal,f�oG Town of Southold 5/17/2018 o - P.O.Box 1179 53095 Main Rd y,A ` �pp� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39650 Date: 5/17/2018 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 17555 Soundview Ave., Southold SCTM#: 473889 Sec/Block/Lot: 51.4-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/10/2017 pursuant to which Building Permit No. 41801 dated 7/10/2017 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: NEW FOUNDATION WITH UNFINISHED BASEMENT FOR RELOCATION OF AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Nickolaus,Katie&ors of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-14-0004 02-13-2018 ELECTRICAL CERTIFICATE NO. 41801 08-30-2017 PLUMBERS CERTIFICATION DATED 08-01-2017 17 R be Dawson Jr tho ' Signature a�su �,co TOWN OF SOUTHOLD BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE �� • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41801 Date: 7/10/2017 Permission is hereby granted to: Nickolaus, Katie 100 Great Neck Rd Great Neck, NY 11021 To: Construct a new basement in order to relocate a single family dwelling as applied for. Replaces BP#38954. At premises located at: 17555 Soundview Ave., Southold SCTM # 473889 Sec/Block/Lot# 51.-1-2 Pursuant to application dated 7/10/2017 and approved by the Building Inspector. To expire on 1/9/2019. Fees: PERMIT RENEWAL $497.40 Total: $497.40 uiIding Inspector �goFFot� TOWN OF SOUTHOLD coat' BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy 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#: 38954 Date: 6/11/2014 Permission is hereby granted to: Nickolaus, Katie & Carnicom, Alexandra 100 Great Neck Rd Great Neck, NY 11021 To: construct a new basement in order to relocate a single family dwelling as applied for At premises located at: 17555 Soundview Ave, Southold SCTM #473889 Sec/Block/Lot# 51.-1-2 Pursuant to application dated . 5/16/2014 and approved by the Building Inspector. To expire on 12/11/2015. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $994.80 CO -ADDITION TO DWELLING $50.00 Total: $1,044.80 Building Inspector 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: 3 A. For_new,building or new use: I. 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 ofelectrical_installation from Board'of Fire Underwriters. 4; Swom statement from plufnbar certifying that the solder used in system contains less than 2/10 o£1%lead. S. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from arclutect or engineer responsible for the building. 6. Submit Planning Board__Approval of completed site plan=_requirements. F B. For,existing buildings (prior to April 9,-1957)non-conforming uses,or buildings and".pre-existing"land uses: L Accurate survey of property showing all property lines,streets,building arid;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 Irispector 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 goo'1'$5.0.00,Accessory building$50:00,Additions.,to accessory building_ $50.00,Busingsses•$50'.00. 2. Certificate of Occupancy on Pre-existinggBuilding- $100.00 3. Copy of Certificate of Occuparidy-•$'.25• - 4. Updated Certificate of.Occupancy- $5.0.06 l 5. Temporary Certificate of Oupancy 7 Residential$15.00,Commercial$15.00 Date. �'�< <� New Construction: - Old or Pre-existing Building: _ (check one) ' Location of Property: , 6�'� House No. (�' Sittrreet ^p p CAW"Hamlet Owner or Owners of Property: li; '"t � �J'`'Ane 'v t�'�� 5 "` RA COR - Suffolk County Tax Map No 1000, Section - , _Block_ t _ _ Lot �- Subdivision jj ff ''p Filed Map. t Lot: "Ct� _ Permit No. D i Date of Permit_ L0 l� -Applicant: Health Dept.Approval: _ _ _ Underwriters Approval: Planning Board Approval: —wi Request for: Temporary Certificate _ - _ Final Certificate: __ _ (check one) 00 Fee Submitted:$ A plicant Signature a pF SO!/r�,®! Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 G Q COW a® roger.richertl town.southold.ny.us Southold,NY 11971-0959 T`6,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Nlckolaus Address: 17555 Soundview Avenue city:Southold st: New York zip: 11971 Building Permit#. 41801 Section: 51 Block: 1 Lot: 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: VMD Tremat Corp. License No: 4684-E SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 16 Ceiling Fixtures 5 HID Fixtures Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 1 Smoke Detectors 1 Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures 19 CO Detectors Sub Panel 60A A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 30A Emergency FixtureTime Clocks Disconnect 200A Switches 5 Tvwst Lock Exit Fixtures 9 TVSS Other Equipment: New 200A Service Panel, Basement Alterations, 1- Well Pump, 1- Exhaust Fan, 1- Combination Smoke/ CO Detector. Notes: Inspector Signature: Date: August 30, 2017 0-Cert Electrical Compliance Form.xls sa ;; . Town Hall Annex Telephone(631)765-1802 54375 Main Road cry Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 D [ECIE5'W[E BUILDING DEPARTMENT D TOWN OF SOUTHOLD Qb17 SEP — 1 "Q $IJP mr,DEPT. TOWN OFSOUTHOLD CERTIFICATION Date: U ^ I I Building Permit No. `ii` Owner: ps! 1 E I`� (Please print) -T Plumberl � (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. A lumbers Signature) Sworn to before me this ---- day of 20� Notary Public, gu �Counly Sean O'Rourke ACotar_y Public, State of Now Yok Qualified in:Suffolk-County No. 06315362 Commission Expires of L4-cV souTyo �f1 � courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI " [ ] FOUNDATION 1 ST [ OU GH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR4 OF SO!/ry�lo ycOU39 MY,� TOWN OF SOUTHOLD BUILDING DEPT.- 765-1802 INSPECTION- I FOUNDATION -1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY . [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: - ,0 Zz� C4� v DATE INSPECTOR ' cou - TOWN OF SOUTHOLD BUILDING. DEPT. 765-1802 INSPECTM N I FOUNDATION IST 7OUGH FPLUM13IN FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTMT CONSTRUCTION FIRE RESISTMT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS-! , 9=4 -96 DATE . _ INSPECTOR- Z" OF sou jyolo L • ao cOUNi`1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1 -ECT 1 O N [ ] F DATION 1 ST [ ] ROUGH PLUMBING [ OUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO [ ] K G REMARKS: DATE- INSPECTOR o�yCOU�,N�y, TOWN -OF -SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE �� INSPECTOR ` Of SOUry�lo ��y00UM`I,a� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] R UGH PLUMBING [ ] "NDATION 2ND [ INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: OF Ot DATE 60�� INSPECTOR ( ( SOF SO(/T�, cou h l0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1502 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: a'. ko or 6%, 6 ly vo/c�- b vi I DATE Ul INSPECTOR IG pE SO//l g�ROS7� cr" � o N • o TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION , [ ] FOUNDATION IST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND 146ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) � R MARKS:- rvlAfoNvn t7 dibv�.i I� Pro wa, ks oil, � (s SNI • DATE INSPECTOR SOUlyolo �ycourm,��' 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) REMARKS: DATE INSPECTOR �o� olo UOUNi'1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL ,pi [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Mm A �rav" �� wo✓lv �fR►^� pqp ell DATE INSPECTOR �o��,oe soulyolo # # TOWN OF SOUTHOLD BUILDING DEPT. °`�couHiv,� 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR DD SEP s 1 2017 Delfino Insulation Co. Ira%..,,, E) 317 Burman Blvd,Calverton, NY 11933 r a°"1 �UTHOLD CERTIFICATE OF INSULATION JOB INFO: IVIDM Builder Inc. DATE OF INSTALLATION: 05/19/16 17555 Soundview Ave Southold, NY 11971 Cellar Walls Cellar Ceiling TYPE INCHES R-VALUE TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑� CLOSED CELL FOAM 2 R-13 ❑ CLOSED CELL FOAM ❑ FIBERGLASS Q FIBERGLASS 6.25 R-19 ❑ CELLULOSE ❑ CELLULOSE Ceiling Walls TYPE INCHES R-VALUE TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑ CLOSED CELL FOAM ❑ CLOSED CELL FOAM ❑ FIBERGLASS ❑ FIBERGLASS ❑ CELLULOSE ❑ CELLULOSE ❑� FIRE CAULKED TO CODE DATE OF INSTALATION: 05/19/16 ❑ FIRE BLOCKED TO CODE DATE OF INSTALATION: ❑ AIR SEAL SUBSTATE TO CODE DATE OF INSTALATION: I Tammy Mazzara certify that the residence referenced above was insulated as per signed proposal by builder/homeowner,and the installation was conducted in conformance to applicable codes and standards and regulations. AUTHORIZED SIGNATURE Hsi PROJECT LOCATION - CONTACT INFORMATION: S.C.T.M. I000 os� ENGINEERING DEPARTMENT (Property Owner,Design Professional,Agent,Contractor,Other) v �� NAME W%c K0i�L2'5 Section Block Lot N SITE INSPECTION REPORT FORM Please pflm Inspectio .Date: E-Mail Address Telephone Number • 7 � Subdivisions, Site Plans, Stormwater Improvements & Other Installations COMPLETED DESCRIPTION OF REQUIRED SITE WORKYES NO FNA NOTES- Incomplete Site Work a. Maintenance of Erosion&Sediment Controls 00 b Limits of Clearing&Area of Proposed Land Disturbance. 00 c Condition of Stockpiled Soils. d. Verification of Size&Depth of Leaching Pools. �0 e. Verification of Drain Pipe Installation/Concrete Parging. 0� f. Driveway Installation within the Town ROW-Highway Specifications 0 g. Final Site Grading-Effect on Adjacent Property 0� h. Inspection of Gutter&Leader System-Drainage Piping i. Instalation of proposed Swimming Pool and discharge ring. 0� j. Inspection of Construction Entrance/Staging Area(s). k.Location of proposed concrete washout area(s). 0� 1. OTHER-Explanation Required 00 m OTHER-Explanation Required 00 A Final Inspection Report must be certifieded prior to issuance of Certificate of Occupancy. Three options for certification are as follows: U Cuff OPTION#: 1. Certification of Drainage Installation with As-Built drawings prepared &Sealed by a Registered Design Professional Licensed in the State of New York. OPTION#:2. Photographs showing placement of all drainage structures with appropriate background indicating location of all structures and drainagap"IN.`D jaT. OPTION":3. Site Inspection of open excavation prior to complete backfill and a written inspection report from the Town Engineering DepartmenTORW OFSOUT.HOLD TOS Review NOTES: -` C ENGINEERING INSPECTIO EPORT Additional Work is Required for Final Approval. Reviewed / Inspected SITE WORK is Not Complete. (See Notes Above) and/or Approved By: — — — — — — — — — — — — — — — — — — — — — — All required Site Work has been Completed by the Owner / Date: Ar 12 917 Inspection#: Contractor & Approved by the Engineering Department. FORM # ENGINEERING Inspection Report Form-TOS May 2015 ` Imm IRA - MIA ROUGH FRAAVNQ PLUNMING sm 1 ENERGYSTATE • r LMwi,ccs .► , M ,-' M'4 - r � Will .do Nal P,.. _ - • . 11 ! 1 + / / ► /� � ��_ � _ / A . riWE m IS MEW 'Tom - MVITNI'lo M, moluma RIVER TOWN OF SOUTHOLD BUILDING'PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN"i L Board of Health }y SOUMOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval h1 P- FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees A _ -:-- Flood Permit Examined I 20 JOOdngpi] (� Storm-Water Assessment Form tact: Approved ►[ 201 0 i Am to: Disapproved a/c • � n a ��' (�� Expiration /J' ( 120 W OF UT LA Phone: Building Inspector APPLICATION FOR BUILDING PERMIT DateA* , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building 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. 6� (Sidnature Af applicant or name,if a corporation) I�� , �i�yv�ll�,N� I0V- (Mailing address of applicant) State whether applicant is owner, lessee, agent, c 'tect engineer, general contractor, electrician,plumber or builder Name of owner of premises I Ale c -5 (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. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 SectionvS( Block 01 Lot Subdivision Filed Map No. Lot 2. State exi yting use and occupancy of premises and intended use and occupancy of proposed construction: s a. Existing use and occupancy Z i 51 Wj LEE 'i3b. Intended use and occupancy �?_ 112- 3. . Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work a Tlditl (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. Wks- 7. Dimensions of existing structures, if any: Front 1-IS' Rear ±TS' Depth t_25-S' Height �:'�3V' Number of Stories �2 112- Dimensions ZDimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 731 Rear }73 Depth Height :t �� Number of Stories '/11 9. Size of lot: Front IPS Rear �,� I Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated F. 12. Does proposed construction violate any zoning law, ordinance or regulation?YES - NO_?�__ 13. Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO ?� 14.Names of Owner of premises d I&-1 - s Address �I�Pc �,Dtix�� 'hone Name of Architect AddressZl ClgEdQ4e. !s � Phone No-(tea 1.S"nc1.2q I+ Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES r�_ 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 'f4' * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF=�) pku & being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the i (Contractor,(A'gent orporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this (� day of 20j�t 174 Ary Public, State of New York Notary P b is o. i A 180374, Suffo ounty ignature of Applicant erm Expires January 7. (a "M "N" 0 A -7y MR-TV (1 3 MEN- N&I -0. jJ BOARD OF SOUTHOLD TOWN TRUSTEE SOUTHOLD,NEW YORK PERMIT NO. 8682 & 8682C DATE: SEPTEMBER 16,2015 ISSUED TO: KATIE NICKOLAUS,JAMIE NICKOLAUS &ALEXANDRA NICKOLAUS CARNICOM P PROPERTY ADDRESS: 17555 SOUNDVIEW AVENUE, SOUTHOLD SCTM#51-1-2 S M AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter I 11 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on September 16,2015,and in consideration of application fee in the sum of$500.00 paid by Katie Nickolaus, 0 Jamie Nickolaus&Alexandra Nickolaus Cornicom and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board.of Trustees authorizes and permits the following: Wetland Permit to construct approximately 300 linear feet of stone revetment along eroding toe of bluff including a 1101 angled return inside westerly property line; construct an approximately 15 foot extension of stone revetment onto westerly adjacent property; restore bluff face on subject property and portion of westerly adjacent property with terrace retaining walls, approximately 2,775 cubk yards of sand re- nourishment, and native plantings; establish a vegetated 151 wide non-turf buffer with berm on landward side of bluff crest; remove existing swimming pool and patio; f--- 0S. g'pi relocate existing sanithry system located near bluff more than 100 feet from b uff crest; install drainage system at least 100 feet from bluff; and remove any discharge pipes protruding from the bluff face; and as depicted on the site plan prepared by Jeffrey T. Butler,P.E.,P.C.,last dated October 28,2015, and stamped approved on November 18, 2015. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, 3, K) sents to be subscribed by a majority of the said Board as of this date. and these pre E,11 11f t'-'Ag cm y &"zn' -W;y 1-le 0 Jul. 2$. 2017 12: 30PM /" No; 0 65 P. 1 _ *Qf S�UTy Town Hall Annex John M.Bredemeyer III,President OVv a� Michael J_Domino,Vice-President ~ O 54376 Route 25 41 P.O.Box 1179 Glenn Goldsmith y[ Southold,New York 11971 A.Nicholas Krupski �O� Telephone(631) 765-1892 Charles J.Sandersl Fax(631) 765-6641 ( �. 1 ;01 L UVE` V BOARD OF TOWN TRUSTEES J U L 3 1 2017 TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE BUILDINGDEPT. TOWN OF SOUTHOLD # 1230C Date: June 13,2016 THIS CERTIFIES that the construction of ap r Xbately 300 linear feet of stonerevetment along eroding toe of bluff including a+/-10' angled return inside vvesterl ro ert line construct an approximately 15 foot extension of stone revetment onto westerly adjacent property:restore bluff face_on- sub'ect ro and ortian of vvesterl ad'acent roe with terrace retainin walls a roximatel 2,775 cubic yards of sand re-nourishment and native Rland s establish a 15' wide non-turf buffer with berm on landward side of bluff crest-,remove existing swimming pool andpatio:relocate existi sant s stem located near bluff more than 100 feet from bluff crest; install drama e s stem at least lOD feet from bluff-, and remove my disehar e pim pntrudingfrom the bluff face At 17555 Soundview Avenue Southold Suffolk County Tax Map 01000-51-1-2 Conforms to the application for a,Y rustees Permit heretofore filed in this office Dated August 31,2015 pursuant to which Trustees Wetland Permit#8682 and Coastal Erosion Permit#56820 Dated S tember 16 2015 were issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of gpproximat&300 linear feet of stone revetment alongerodin toe of bluff includinga+/- 10' an ed return inside westerl a O_p=line, construct an a proximately 15 foot extension of stone revetment onto westerly adjacent property re, store bluff face on subject property and portion of westerly adjacent property with terrace retaining walls, Mroximately 2,775 cubic ygrds of sand re-nourishment and native plantings, establish a 15'wide non- turf buffer with berm on landward side of bluff cres •remove existing swimming pool andpatio-,relocate existing sanitary system located near bluff more than 100 feet from bluff crest;install draina a tem at least 100 feet from bluff and remove oy discharge Dim pLQt—rudingfrom the bluff face. The certificate is issued to KATIE NICKOLAUS JAM -"NICKOLAUS&ALEKANDRA NICKOLAUS CARNICOW owners of the aforesaid property. - Authorized Signature New York State Oepartrnent of Environrnenta( Gdhservation Division of Environmental Permits, Region 1 SUNY @ Stony Brook ' 50 Circle Road, Stony Brook, NY 11790-3469 Phone: (631)444-0365 • Fax: (631)444-0360 Website: www.dec.ny.4ov LETTER OF NO JURISDICTION January 21, 2014 Mr. and Mrs. Jaime Nickolaus 30 Buttonwood Drive Dix Hills, NY'11746 Re: 'Nickolaus Property 17555 Soundview Ave., Southold, IVY SCTM# 1000-051-01-2.1 Application #1-4738-00645100004 ARNO-DEP Dear Mr. and Mrs. Nickolaus: Based on the information you submitted, the Department of Environmental Conservation has determined that the property landward of the Top of Bluff, as shown on the survey by Nathan Taft Corwin III, last revised December 18, 2013, is beyond Tidal Wetlands.Act (Article 25)jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above,Without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project(i.e. a. '15' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. This fetter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of-o"b"fa`inin any necessary permits or approvals from other agencies or local r nicipaiities. Sincerely, Joh X iel nd snit A or cc: BOH-TW; LPA Architects; File Scott A. Russell SUPERVISOR NIANAG1]ENHENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold MAY I W CHAPTER 236 - STORMWATER MANAGEMENT WT ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE ' FC 16 2014 (CHECK ALL THAT APPLY) S 0 A. Clearing, grubbing, grading or stripping of land whi h affegOARLI than 5,000 square feet of ground surface. B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ( ]® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑® E. Site preparation within the one-hundred-year f loodplain 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, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. 1000 Date / Y District �` NAME 1`� �• �`'� J Yi o I L :5 A044Section Block Lot s'sn{„ur')� • � ""' FOR 131,1111-DING DEPARI'M NT I.SF. ')NL�� Q =t.. Contact Information f /`� 1 4I41 (Tdphw N—N,0 Reviewed By - - - - - - - - - - - - - - - - - - Date: Property Address / Location of Construction Work — — — — — — — — — — — — — — — — ✓) Approved for processing Building Permit 5 � �� AO ��D El Stormwater Management Control Plan Not Required `�' Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 ----(�- �e W APPLICANT S C T M # 1000 sures CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) Tom(} f �� .51 �, Stormwater Management Control Plan CHECK LIST NAME Section Block Lot �? a S M C P -Plan Requirements Provide ONE copy of the Building Permit Applicatiarr ftk rP � Date * The applicant must provide a Complete Explanation and/or Reason for not providing ;e a cT °oneN„mb� qll# all Information that has been Required by the following Checklistl 1. A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide Justification Herel show all of the following items- YES NO NA If you need additional room for explanations, Please Provide additional Paper a. Location & Description of Property Boundaries �0 b. Total Site Acreage. 0� c. Existing - Natural & Man Made Features within 500 L.F. �00 of the Site Boundary as required by§236-17(C)(2) d. Test Hole Data indicating Soil Characteristics&Depth to Ground Water f 00 e. Limits of Clearing & Area of Proposed Land Disturbance. ® A#;&a nF LAmn DISTORbMuGe yA a,,5--r ' ar f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) A g. Location of all existing & proposed structures, roads, ®0� $ W W L 86 k?6QQlia&Q driveways, sidewalks, drainage improvements & utilities. h. Spot Grades & Finish Floor Elevations for all existing & proposed structures. I. Location of proposed Swimming Pool and discharge ring. 00 j. Location of proposed Soil Stockpile Area(s). 00 k. Location of proposed Construction Entrance/Staging Area(s). ®0I= I. Location of proposed concrete washout area(s). ®0= DR M. Location of all proposed erosion&sediment control measures. ®00Ontart TOS F_ngineeFing at 7-65 1560 befope 2 Stormwater Management Control Plan must include Calculations showing , that the stormwater improvements are sized to capture,store,and infiltrate Backfill, OR PFevide Engineers Ce,tification on-site the run-off from all impervious surfaces generated by a two(21 inch 00tha the drainage has been installed to Code. rainfall/storm event 3. Details&Sectional Drawings for stormwater practices are required for approval Items requiring details shall include but not be limited to. a. Erosion & Sediment Controls. 11 X 1== b. Construction Entrance & Site Access. W0= c. Inlet Drainage Structures (e g catch basins,trench drains,etc) 00 d. Leachirig Structures (eg infiltration basins,swales,etc) ®00 l (?li ,'.�etal�l.l'.l'I G 1) 1': [ TT ML L 01 II�y'-z Additional Information is Required. Reviewed & Stormwater Management Control Plan is Not Complete. Approved By. — — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date / i ' SMCP has been approved by the Engineering Department. FORM # SW Check List -TOS MAY 2014 3338 VMD TREMAT CORP. 171 East Industry Court �picfrtlon hrBRmess Deer Park,NY 11729 /- 1-2/210 b a 631-243-0691 f DATE ttt�//// PAY IO 5 TO THE � �� (�llna ORDEROF �-4 tC,�pp J -DOLLARS. CHASE C F' - - JPMorgan Chase Bank,N.A. n�G www.C,hase.com FOR -- I REQUESTED BY: Date: Company Name: v2 j Name: - License No.: Address: cos .✓ C2 Phone No.: JOBSITE INFORMATION: {*Indicates required information) *Name: *Address: 7 - C •— erw Aye G I *Cross Street: *Phone No.: Permit No.: 3 eq. y Tax-Map District: 100d_1 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) I (Please Circle All That Apply) *ls job ready for inspection: E I NO RouDIn Final *Do-you need a Temp Certificate: YES NO - Temp Information if eeded) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION :82-Request for Inspection Foran 0 t Jarski, John From: Nickolaus,Jamie <jamie_nickolaus@pall.com> Sent: Friday,July 28, 2017 12:28 PM To: Jarski,John Subject: Jamie Nickolaus, 17555 Soundview Ave: Sothold Trustees CC & a question on 41801 remarks#7 Hi John, It was nice meeting you yesterday. I'm going to fax you the Southold Trustees Cert of Compliance today,for my file,that you have. Also,in typing out the action items required to my contractor's email address, I could not read the word in action#7: b#a#d & Hand rails..... what is that 1St word? Thanks again,Jamie Nickolaus �h'� • Attention: This communication may contain information that is confidential, privileged and/or exempt from disclosure under applicable law. If you are not the intended recipient, please notify the sender immediately and delete the original, all attachments, and all copies of this communication. Please be advised that this email may contain confidential information. If you are not the intended recipient, please notify us by email by replying to the sender and delete this message. The sender disclaims that the content of this email constitutes an offer to enter into, or the acceptance of, any agreement;provided that the foregoing does not invalidate the binding effect of any digital or other electronic reproduction of a manual signature that is included in any attachment. i ! ' 7/.�, � � ' • � `' �� i .. r, j� ;..r- r r, g ..: ...`� �s -....: r E n ` ` f � � � : ��._� �` �` z t � f ' � MW L 5 e •:w r �,. --Now ra �r m ,� l6n"� t f t: Made in the Untied States of Arnenca Ayfllecho en los Estados Umdos de America porl B O V (*mstrong Fahnque aur Etats-Unis par Armstrong World Industnes, Inc Lancaster PA 11604 B L Q,SSJf'" FM407-Type XL;' C� Fo ACOUSTICAL MATERIAL SURFACE (769) CEILINGS C (!)L US BURNING CHARACTERISTICS FHC 25150 10 pieces/pieces/piezas Tested in accordance with CAN/,JLC S1C"Issue No BP-5852 Also classrfted for ArouShral Properties NRC 0.55 In accordance. Covers 80 sq. ft. installed with ASTM ASTM C423.CAC min 35 in accordance with ASTM E141-1 Couvre une superlicie de 80 pieds carrel une lois inStalle MATERIAL ACiiSTIW LA QUEMA DE SUPERFICIES Cubre 80 pies cuadrados instalados ,., 15/16" CARACTERISTICAS FHC 25150 — 24 mm Probado On ac,ueroo con CAN ULC S102,Ediclon No.RP 5852 Common sizelTaille normale/Tamano comUn Tamlxen s�clasdlcan para las txopteclades acusticas NRC 0.55 de acuerdo con ASTM C423 min CAC 35 de acuerdo run ASTM c'1414 24 i n x48 i n x 0.625 i n 60,96 cm x 121,92 cm x 15,875 mm MATERIAU ACouST1QUE SIiRFACE BURNING CARACTtRMTiQUES FHC 25150 Actual sizeffaille reelleffamano real N Temp coMorrttemorlt A la normo CAN;III(',-S102,Question n'RP-5852 v 23 class A fire Sunt epi ment classic pour les propnMrrs acousLoues NRC 0.55 .719 i n x 47.719 i n x 0.562 I n ciase A Fuego/ selnn la normo ASTM(493.CAC 35 min soton la norma ASTM F 1414 60,246 cm x 121,206 cm x 14,275 mm a dam A fire r.nn.nr nam opt nAW4W7 0 'ITE DA I A y%:TOHN OF SOUTHOLD - 'R-80' RESIDENCE :EA OF 51TE. ......••••• •• • • •• •113,206 5F (2.6 ACRES) Sheet Notes. '01005ED BUILDING AREA: .• ••••• 2,1-71 SF ,OPOSED LOT COVERAGE: I A% OP05ED VEGETATIVE CLEARING: t '100 5F (0.6%) I RA I NAISE NOTES: HPORARY CONSTRUCTION PARKING: •••• •• •• •• • •.• t 1,400 5F - ROOF DRAINAGE SHALL BE GONNECI HPORARY CONSTRUCTION MATERIAL STORAGE/STAGING:•••• •• ••••• ••••.• t 800 5F W/ 4"0 PVC #SDR 35 (TYP) HPORARY SOIL STOCK PILE: • • ••••••••••.. . ., . t 800 5F . .... ..... .... .. ..... ........ ... . 1PORARY CONCRETE WASHOUT: ......... t 2605P - DRAINAGE STRUCTURES SHALL BE IN; ABOVE GROUNDWATER; MAX DEPTH = TE DRA I NAGE: •T.M. #: 1000-051-01-2.1 ELEVATIONS FROM N.G.V.D. 1929 DATUM AREA: ..... .. ........ ................... ..... .. ...... ...... .. ... ..113,206 SF (2.6 ACRES) BUILDING AREA: Storm Water Leaching Pool #1 MAIN HOUSE ... .. .. . . ...................... . ... .. .. : .... .. ...........2,027 SF X I X 2/12 = 337.83 GF GARAGE . ...... ..... .. . .. .. ...... .. . ... .. ...... .. .......... ..... POOL HOUSE . .544 5F X I X 2/12 = 90.6"i GF 144 5F X I X 2/12 = 24 OF TOTAL .. ......... . .. .... .... .. ... ... .. . .. . ............ .. ........ ...... ......... . 452.5 GF BUILDINGS: 452.5 Cr USE (2) 8'(P LEACHING POOL, 6' DEEP 42.24 10'72 VF FOR A TOTAL OF 12 VF :ON5TRUGTION ENTRANCE: Storm Water Leaching Pool #2 SEMI-PERVIOUS SURFACE 800 SF X I X 2/12 = 133.3 OF 4 TOTAL . . .. . . .. ...... . ...... a. .... . .. ... .. . . .............. ..133.3 GF ENTRANCE: 133.3 GF 316 VF USE (1) 8'O LEACHING POOL, 4' DEEP 42.:24 = . FOR A TOTAL OF 4 VF ,r ST DOLE DATA S I TE: FLAN LEOEND REPAIRED BY )NALD 6E05GIENCE 'D: NOVEMBER 08; 2013 0 = V TALL ARBORVITAE EL: 56.7 ® V O.G. STAGGERED 'ARK BROWN LOAM (OL) EL: 55.7 I' _ ,4RISTOGRATE PEAR MIN 3" CALIPER 20`0.0. BROWN CLAY (GH) 100.6 = EXISTING ELEVATION EL: EL. 8(0.3 _ TOP OF CURB EL. 86.3 BOTTOM OF CURB 0ST) Q ,/ - SEPTIC;TANK ROWN CLAYEY SAND (SG) — r LP �\ J = LEACHING POOL' /SSD EL: 20.1 3��' t\ �.,) = STORM DRAIN G = GAS L I NES ZOWN FINE TO )ARSE SAND (5W) E = ELEGTRIGAL LINE5 UP = UTILITY POLE Revisions: ALL DRAWIN65,SPECIFICATIONS AND COPIES THEREOF FURNISHE EL: 14.7 42' THE PROPERTY OF THE'ARCHITECT. THEYD BY THE ARCHITECT ARE, ARE TO BE USED ONLY WITH RESPECT TO THIS PR ' = TEST HOLE NOT TO BE USED ON ANY OTHER PROJECT, SUBMISSION OR 015TRIBUTION TO MEET OFFICIAL " f REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE PROJECT 15 NOT TO BE C I , PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON LAW COPYRI6HT OR OTHER RES rfTIO1 MAP - N APPROX. *olaus Residence 17555 Soundview Ave Southold, NY 11971 Proposed House Relocation - ;•. r T` r= Nickol a u s �E� - (`f U�••r'F''�. xr z'. R e S1 JL L •F• e n kv �VUV a38v31:) X11 I z � 131 1llS 000mcim .Z 80 � r Ida ,n, 2!0 I. 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N/O/F PROPOSED 1500 GAL SEPTIC TANK W/ 8'0 XIV ED LEACHING POOL Peconic Land Trust, Inc (Conservation Easement) 0 0 EXISTING ASPHALT DRIVEWAY \ TO REMAIN �o N SITE PLAN NO WELLS WITHIN U) ~ SCALE: 1"=40' 100' OF PROPERTY N W c SITE INFORMATION AS TAKEN FROM A SURVEY BY NATHAN TAFT GORWIN III, L5., DATED DEG. 15, 2015 yq PROPOSED ~ WELL (05PRMON S ARE REgUIRED ' REScheck Software Version 4.5,0 Compliance Certificate Project Nickolaus Residence Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: Alteration Climate Zone: 4 Permit Date: Permit Number: Construction Site; Owner/Agent: Designer/Contractor: 17555 Soundview Ave Jaime Nickolaus Kevin M.Paul,AIA LEED AP Southold,NY 11974 LPA Architects,LLP 21 Greeley Ave Sayville,NY 11782 631.589.2914 kpaul@lpa-pians.com Compliance: 10.7%Better Than Code Maximum UA: 75 Your UA: 67 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It OOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies azing r . . Floor 1:All-Wood Jolst/Truss:Over Unconditioned Space 1,605 22.0 0.0 0.042 67 Compliance Statement: The proposed building design described here Is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version .5.0 an to c ply with the mandatory requirements listed In the REScheck Inspection Checklist. Name-Title Signa r F° _ Date s` r ROAMER gy Project Title: Nickolaus Residence Report date: 06/10/1 Data filename: Z:INicko1aus\Nlckolaus13023.rck Page 1 of 7 REScheck Software Version 4,5.0 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptlons"column is provided by the user In the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. hlans•Verified=,': .1elclV,erifjed'< 'P,re=lnspection/Plan`ite�iew ;;Compiles?, =Cotnrilel�ts%AssurYtptlori _ &SRe -1A :Valuta:., -jVt lu Kms_ y f. 1032 'Construction drawings and `= yv , �si 44 _y ElComplles' [PRi]1documentation sufficiently A-` ' '- Y r` - Does Not Idemonstrates energy code u , » e - -=,_ a, ;, ux:;T= v ;com !lance for the buIldin ry 'Y - _ " E]Not Observable enVslo e. g - ,asp reg. , "iaw.cE]NotApplicable 103.2 Construction drawings `"`L -` ' I g f �..�� (]Complies , 403.7 'documentation sufficient) '-' 'a = - ' '' ''-"" ' _'`-- ' ❑ Y z-_ r r ;. :r„ Does Not [PR3]1 ;demonstrates energy code ;=_gig sf,hs4,� � n ,_ :=> Not Observable (9� 1compliance for lighting and fir;} y +mechanical systems.Systems EEIINotApplicable , ;serving multiple dwelling units sr �t? A Swwirr , .)must demonstrate com fiance - I p ar[5 mc`�J NaFSk?rk* er.albilrsD,, s' xr,_J�`•Fr !with the commercial code. . - z r°° Trn?_ fwariFx , uw 90316': Heating and cooling equipment Is: Heating: ; Heating: 'ElComplies sized per RCCA Manual S based Btuthr Btu/hr ;E]Does Not on loads per ACCA Manual J or ; Cooling: Cooling: bNot Observable other approved methods. ; ; Btu/hr Btu/hr lE]Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: Nickolaus Residence Report date: 06/10/1 Data filename: ZANickolaus\Nlckolaus13023.rck Page 2 of 7 20), if F OWN P 1303 Exposed foundation Insulation :Ucomplles protection. UDoes Not :E]Not Observable 1 :E]Not Applicable Snow melt controls, ;,L]Cornplies 1,F-011 TIDoes Not TINot Observable, ![]Not Applicable Additional Comments/Assumptions., 11 lHigh Impact(Tier 1) 12'1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Nickolaus Residence Report date: 06/1011 Data filename: Z:1NickoIaus\MIckoIaus13023,rck Page 3 of 7 Section al loh D' Z� 402.4.4 1 Fenestration that Is not site built e �;A' '3 M; — , Dcomplies te ��Z,1 I-- 119;M'..'!! 'P.I IT, —0 M 4-M [FR2011 I is listed and labeled as meeting N ElDoes Not IM .'r - , I'll .'rr - 11�� S. 1AAMAIWDMAICSA 101A.S.2/A440 W # 'or has Infiltration rates per NFRC Not Observable 'M ot Applicable Fri N i400 that do not exceed code limits, Elcom E]Does Not IC-rated recessed lighting fixtures kr,ag% 6 IC-ra e"95. plies te&It;= sealed at housing/interior finish and labeled to Indica 2.0 E]Not Observable 1 f I akage at 75 Pa. m e E]Not Applicable 403.2.1 ',Supply ducts In attics are 1 R- R- :E]Complies f 1-111231 knsulated to R-8.All other ductsDoes Not I In unconditioned spaces or R- R_ T]i outside the building envelope are: UNot Observable Insulated to R-6.Not applicable If :ONot Applicable I all systems are ductless. ElComplies 40322 1All joints and seams fair ducts, Y [FRi3il I air handlers,filter boxes,and DDoes Not ,building cavities used as return I ducts are sealed. W]Not Observable E]Not Applicable 403,2.3 Building cavities are not used as JE]Compffes El (M.Laj- UUCL%or plenums. ON Does Not E]Not Observable LJNot Applicable HVAC piping conveying fluids R- R- 'UComplies above 105 OF or chilled fluids :E]Does Not below 55 tlf are insulated to R-3. :[3Not Observable :E]Not Applicable 40 Circulating service hot water 11- R- 'Elcomplies -2 ,pipes are Insulated to R . 11LIDoes Not :E]Not Observable !E]Not Applicable 403i&,,,i-------. Automatic or gravity dampers are '4 mplies Installed on all outdoor E]Does Not Intakes and exhausts. 1= 4 cz,Fi ,fid neieaieusrce; nNot Observable 111 WApplicable I Additional Comments/Assumptions: I I 1High Impact(Tier 1) 2 1 medium impact(Tier 2) 13 1 Low Impact(Tie Project Title: Nickolaus Residence Report date: 06/10/1 Data filename: ZANicko1auskNIckoIaus13023.rck Page 4 of 7 2019,.,New -Y ns-Watidiiii In-s- e vction --`' m Coo ies? - ,C-;onrrfe int§JAi9mmPt1o"s-- EnelgY All Installed insulation labeled or Ucompiles Installed R-values provided. ;E]Does Not UNot Observable: tlNot Applicable Additional Comments/Assumptions: I I I High Impact(Tier 1) 2 ]Medium Impact(Tier 2) 3 Low Impact Project Title: Nickolaus Residence Report date: 06/10/1 Data filename: ZAN1ckolaus%Nlckolaus13023.rck Page 5 of 7 -ct16jn.* -S6 le R)Ans",Vedfleid 274, nal IrisPill M ?7,10 �,Value`.`_ FLO,:0 402.4.2, 1 Building envelope tightness ACH 50 = 1 ACH 50= jucomplies 4102.4.2.1 lverifled by blower door test result, :E]Does Not [FI1711 of<7 ACH at 50 Pa.This 11 requirement may Instead be met ;DNot Observable via visual inspection, In which E :E]Not Applicable case verification may need to I occur during Insulation I Inspection, Wood-burning fireplaces have Ocomplies Basketed doors and outdoor E]Does Not LU111bustion air. t�_-zg ell nEINot Observable _- ElNot Applicable 403,2,2 ]Duct tightness via post- cfm cfm ;Iocomplles IF1411 construction with maximum :,E]Does Not leakage of 8 cfm to outdoors,or :,E]Not Observable 12 cfm across systems.For rough-in tests,verification may 1EINot Applicable .need to occur during Framing I Inspection,with maximum I leakage of 6 cfm across systems and 4 cfm without air handler. _Sinn 5w, Programmable thermostats Elcomplies Installed on forced air furnaces. -Does Not E]Not Observable EINot Applicable 903J-__2' Heat pump thermostat Installed Elcornplies on heat pumps, OF12. K]Does Not -]Not Observable ble Z" M • EINot Applicable Circulating service hot water C Elcompli S I F 11,11 f systems have automatic or "U='IVUL accessible manual controls. ONot Observable E]Not Applicably 403.9.1 Readily accessible switch on 4�_f' SZ; -3!4 s ":IR", Compile - heaters for swimming pools. E)Does Not EINot Observable DNot Applicable �3 403.9.2 Timer switches on pool heaters L-JLOmplies [F11911 and pumps are present. E)Does Not LINot Observable E)Not Applicable 403.*9.3 Heated swimming pools have a Complies [F12013 cover.Covers on pools heated ZID7— W' ElDoes Not ;over 90 9F are Insulated to R-12. �7 EINot Observable Dillri;47-R'p��'"'qi,113.. ........... ONot Applicable Compliance certificate posted. Elco mplIes wai-4 EJDoes Not p x 1�L ONot Observable INE ot Applicable 303-3 Manufacturer manuals for Z. ' omp les • al [Fll�]3 mechanical and water heating ElDoes Not equipment have been provided. EINot Observable i EINot Applicable Additional Comments/Assumptions: I I High Impact(Tier 1) 1,2 IMedium Impact(Tier 2) 3 1 Low impact(Tier 3) Project Title: Nickolaus Residence Report date: 06110/1 Data filename: ZANlckoIaus\NIcko1aus13023.rck Page 6 of 7 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Nickolaus Residence Report date: 06/10/14 Data filename: Z:INickolaus\Nickolausl3023.rck Page 7 of 7 l RESchecik Software Version 4.6.4 Compliance Certificate Project Nickolaus Residence Energy Code: 2015 IECC Location: Southold, New York . Construction Type: Single-family Project Type: Alteration Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 17555 Soundview Ave Jamie Nickolaus Kevin M. Paul,AIA LEED AP Southold, NY 11974 LPA Architects, LLP 21 Greeley Ave Sayville, NY 11782 631.404.8318 kpaularchitect@optimum.net SIMMER• • • • -• - a a • s Envelope Assemblies Assembly Gross Area Cavity Cont. or 9-Value R-Value U-Factor UA Perimeter Wall 1: Wood Frame, 16" o.c. 1,432 15.0 5.0 0.053 74 Window 1:Wood Frame:Double Pane with Low-E 29 0.290 8 SHGC: 0.29 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirements listed i he EScheck Inspection Checklist. JUL 0 8 2017, Name-Title Signatur 0 AR� Date - MC[�Ovm DD , JUL 10 2017 02b BUILDING DEPT. `� F TOWN OF SOUTHOLD Project Title: Nickolaus Residence Report date: 07/08/17 Data filename: LAShared LPA Folders and Documents\jobsRes\Nickolaus\Nickolausl3023 Cellar Page 1 of 9 2015.rck — REScheck Software Version 4® ,4 Inspection Checklist Energy Code: 2015 IECC Requirements: 31.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. pR" P. `n - la s�Verpfie•` erifped`". �. #, -�. `;Pre-l�s�ectioi`�Plan Revi"w'•` - Complies. Comm"V,'ssu'mp lonv, `Value' Value 103.1, !Construction Tdrawings and j❑Complies :Requirement will be met. 103.2 "documentation demonstrate I' . I 1 v❑Does Not (PRIII ;energy code compliance for the j ;building envelope.Thermal `°'` ,., ". :❑Not Observable ; envelope represented on "` '[]Not Applicable, construction documents. ` 103.1, ;Construction drawings and ❑Complies 103.2, !documentation demonstrate ' ❑Does Not 403.7 ;energy code compliance for i.- W . ❑Not Observable [PR311 I lighting and mechanical systems. J :Systems serving multiple '; pp ' '�` _ �' ❑Not Applicable .!dwelling units must demonstrate :compliance with the IECC :Commercial Provisions. a : 302':1,'.3; r Heating and cooling equipment is: Heating: I Heating: ;❑Complies 403?7 "_ :sized per ACCA Manual S based I Btu/hr I Btu/hr ;❑Does Not [PR2]?,°; ';: on loads calculated per ACCA Cooling: Cooling: ;❑Not Observable : gr.,._,i,, '. Manual J or other methods Btu/hr Btu/hr approved by the code official. I ;❑Not Applicable ; Additional Comments/Assumptions: 1 High Impact(Tier 1) 2` Medium Impact(Tier 2) 3%i Low Impact(Tier 3) Project Title: Nickolaus Residence Report date: 07/08/17 Data filename: L:\Shared LPA Folders and Documents\jobsRes\Nickolaus\Nickolausl3023 Cellar Page 2 of 9 2015.rck tr c # Fountlati_o,nln'sbectipp-, , Corripiies? Cotninents/�ssump'#ions y&.Reg rv�p - , 303.2.1 jA protective covering is installed to ❑Complies 1 :Exception: Requirement is not applicable. [F.011]?_, j protect exposed exterior insulation !❑Does Not and extends a minimum of 6 in. below grade. ❑Not Observable ❑Not Applicable ; 403.9' `Snow-and ice-melting system controls;❑Compiles tF0121? , installed. ;❑Does Not ' "I ;❑Not Observable j ;❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3, Low Impact(Tier 3) Project Title: Nickolaus Residence Report date: 07/08/17 Data filename: LAShared LPA Folders and DocumentsUobsRes\Nickolaus\Nlckolausl3023_Cellar' Page 3 of 9 2015.rck � ` 402.1.1, 1 Glazing LI-factor(area-weighted U- U_ �,[]Complies ;See the Envelope Assemblies 402.3.1, average). EDoes Not ;table for values. 402.3.3,1 402.3.6, ![]Not Observable 402.5 IE]Not Applicable 303.1.3 LI-factors of fenestration products ;Requirement will be met. [FR4.11 !are determined in accordance ElComplies E]Does Not ;with the NFRC test procedure or EINot Observable ;taken from the default table. 'IE]Not Applicable 402.4.1.1 1 Air barrier and thermal barrier "v Requirement will be met. [FR231:1 1 installed per manufacturer's IE]Does Not JE]Not Observable E]Not Applicable 402.4.3 Fenestration that is not site built L JE]Complies Requirement will be met. [FR20]1 !is listed and labeled as meeting []Does Not ONot Observable !or has infiltration rates per NFRC 1400 that do not exceed code if EINot Applicable IC-rated recessed lighting fixtures ElComplies ;Requirement will be met. [FRIW sealed at housing/interior finish Does Not and labeled to indicate:52.0 cfm bNot Observable leakage at 75 Pa. jE]Not Applicable 403.2.1 !Supply and return ducts in attics ElComplies [FR1211 insulated >= R-8 where duct is []Does Not I R-6 where< 3 inches.Supply and -]Not Observable ,E]Not Applicable return ducts in other portions of -6 for the building insulated >= R :diameter>=3 inches and R-4.2 for< 3 inches in diameter. A 'i"�-3: Building cavities are not used as f 5,V' ducts o plenums. E]Does Not EINot Applicable HVAC pi 'Elcomplies .46J.4' ping conveying fluids [ER,17J2 above 105 LIF or chilled fluids :E]Does Not below 55 PF are insulated to;!tR- :E]Not Observable t1Not Applicable 403.4.1 1 Protection of insulation on HVAC 1EIComplies [FR2412 piping. E]Does Not '-iE]Not Observable 1EINot Applicable Hot water pipes,are insulated to R- R- "ElComplies �E]Not Applicable .403.6-1 Automatic or gravity dampers are Requirement will be met. ]EIDoes Not [OA1911. 1, installed on all outdoor air intakes and exhausts. % -]Not Observable '!E]Not Applicable Additi»nsUCommmments/Assummptions: 11 High Impact(Tier 1) Medium Impact(Tier 2) 11',,3��,J Low impact Project Title: N|cko|ausResidence Report date: 07/08/17 Data filename: LAShared LPA Folders and Documents�obsRes\Nickolaus\Nickolausl3023—Cellar Page 4of Q 28l5.nck 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) :'3'% Low Impact(Tier 3) Project Title: Nickolaus Residence Report date: 07/08/17 Data filename: L:\Shared LPA Folders and Documents\jobsRes\Nickolaus\Nickolausl3023_Cellar Page 5 of 9 2015.rck "Section -' 77Rlans,;Vered' Fielc➢,!lgrifigtll, y ~ In§ulatioei Inspection' - Complies? -„Comments%Assumptions. & Ideq:ID V aIue- Value '303.1 JAll installed insulation is labeled w ❑C' omplies !Requirement will _. be met. [IN1312 : !or the installed R-values l ❑Does Not provided. I ❑Not Observable ❑Not Applicable 402.1.1, ;Wall insulation R-value. If this is a;, R- r ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, !mass wall with at least 1/2 of the ❑ Wood ;❑ Wood ;❑Does Not I table for values. 402.2.6 ;wall insulation on the wall El Mass [IN311 ;exterior,the exterior insulation E] mass ;❑Not Observable l I requirement applies (FR10). ; E] Steel E] steel ;❑Not Applicable r 303.2 j Wall insulation is installed per { _ ”❑Complies !Requirement will be met. [IN411 I manufacturer's instructions. ❑Does Not _ S }❑Not Observable ; • y ❑Not Applicable PP I Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Nickolaus Residence Report date: 07/08/17 Data filename: L:\Shared LPA Folders and DocumentsVobsRes\Nickolaus\Nickolausl3023 Cellar Page 6 of 9 2015.rck Bastion ` - Plans-Verified'. Field Weifie'd Firral,ln"spection"P_rov_isions;" 4a1 die' Value complies?.,,.• Commeri#s%Assuivipfion"s, &.Req:ID 402.2.4 {Attic access hatch and door R- R- s;❑Complies [FI3]1 insulation ?R-value of the 1❑Does Not 1 adjacent assembly. :❑Not Observable ❑Not Applicable 402.4.1.2 'Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies ;Requirement will be met. [FI17]1 ach in Climate Zones 1-2, and E❑Does Not 1<=3 ach in Climate Zones 3-8. '❑Not Observable j ;❑Not Applicable 403.2.3 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [F14]1 I cfm/100 ft2 across the system or ft2 ft ;❑Does Not j<=3 cfm/100 ft2 without air 1 handler @ 25 Pa. For rough-in I❑Not Observable I tests,verification may need to ; ❑Not Applicable !occur during Framing Inspection. ; 403.3.2 j Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [F[27]1 I determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch ;❑Not Applicable ; w.g.across the system including ;the manufacturer's air handler ; enclosure if installed at time of 1 test. Postconstruction test:Total I leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.2.1 ;Air handler leakage designated ' ': ' ❑Complies (FI24]1 I by manufacturer at<=2%of E ❑Does Not !design air flow. ; ❑Not Observable ❑Not Applicable 403.1.1', j Programmable thermostats •V ❑Complies [FI9]2 installed for control of primary ❑Does Not 1 heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. "' ' _' _ � _ ❑Not Applicable 403.1.2 .'Heat pump thermostat installed El Heat •[FITO]?' �on heat pumps. _ ❑Does Not ❑Not Observable 1 _. ❑Not Applicable 403.5,1,..j Circulating service hot water ? ❑Complies [FITI!]2 systems have automatic or I ❑Does Not ,accessible manual controls. ❑Not Observable I j❑Not Applicable '403.6.1 All mechanical ventilation systems ❑Complies [Fl2-5]2,' , fans not part of tested and listed []Does Not HVAC equipment meet efficacy ,.and airflow limits. ❑Not Observable ; ❑Not Applicable 403:2' "-,;Hot water boilers supplying heat ❑Complies [r F26];- ^}through one-or two-pipe heating ❑Does Not systems have outdoor setback .�control to lower boiler water []Not Observable ;Itemperature based on outdoor { ❑Not Applicable ;temperature. , 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Nickolaus Residence Report date: 07/08/17 Data filename: L:\Shared LPA Folders and Documents�obsRes\Nickolaus\Nickolausl3023 Cellar Page 7 of 9 2015.rck Fina l Ins ectioniProvisiorrs - r;Plans Verified Field Verified ;ti "''` ,• `"" a. ' P. Value Value Complies. :CRrMpntVA! 'umptions, r MR '4b:5a.4, ;Heated water circulation systems M''i _N" ;❑Complies ; [FI281F% have a circulation pump.The ❑Does Not ;system return pipe is a dedicated g °' return pipe or a cold water supply€ " >J❑Not Observable =' !pipe. Gravity and thermos- ❑Not Applicable Hsyphon circulation systems are -4 not present. Controls for 44 t-:i' 'i = :f,•", ',1circulating hot water system 'i pumps start the pump with signal j i for hot water demandwithin the - ,�occupancy.Controls automatically turn off the pump - ;-,,when water is in circulation loop " E 1 I is at set-point temperature and no demand for hot water exists. 403.5.1.2';Electric heat trace systems '- µ-r 4--,[]Complies [F[29]?, ".!comply with IEEE 515.1 or UL ❑Does Not '1515.Controls automatically ,' iONot Observable _;adjust the energy input to the ; .' ❑Not Applicable heat tracing to maintain the i PP desired water temperature in the _ `,,,'piping. ,.;: I I 403'.5.2' Mater distribution systems that _ ;,❑Complies [FI30]?, -,i have recirculation pumps that I = []Does Not pump waervable ter from a heated water i' :` '" :{a- I supply pipe back to the heated ❑Not Obs , water source through a cold ;❑Not Applicable `;water supply pipe have a ,demand recirculation water ,•, ;' system.Pumps have controls I: t ythat manage operation of the i pump and limit the temperature -Aof the water entering the cold ' Iwater piping to 1049F. 4p3.5.4 ;I Drain water heat recovery units , _- ❑Complies tested in accordance with CSA I ❑Does Not B55.1.Potable water-side pressure loss of drain water heat ;•,,,': l❑Not Observable ; recovery units <3 psi for -�❑Not Applicable "l individual units connected to one t ` or two showers. Potable water- :I pressure is <of drain 2 psi for f (s { .I individual units connected to ' three or more showers. 404.1 175%of lamps in permanent - - ❑Complies [FI6]1 (fixtures or 75%of permanent • ' a❑Does Not ;fixtures have high efficacy lamps. ' ❑Not Observable Does not apply to low-voltage lighting. ;❑Not Applicable 4041i1" ;Fuel gas lighting systems have ;;❑Complies •[FI2`31 Ino continuous pilot light. ❑Does Not ;�,- ; jd. ,❑Not Observable I f• ;t' ❑Not Applicable 401:3Compliance certificate posted. ' ❑Complies ;Requirement will be met. [FI7,]?; ❑Does Not []Not Observable ❑Not Applicable 363:3`•.',:;y' .{Manufacturer manuals for - °'1❑Complies [FI18j3;. f mechanical and water heating : :;�. . ' ❑Does Not ,systems have been provided. ,° c phot Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3`1 Low Impact(Tier 3) Project Title: Nickolaus Residence Report date: 07/08/17 Data filename: L:\Shared LPA Folders and DocumentsVobsRes\Nickolaus\Nickolausl3023_Cellar Page 8 of 9 2015.rck 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) "3- Low Impact(Tier 3) Project Title: Nickolaus Residence Report date: 07/08/17 Data filename: L:\Shared LPA Folders and Documents\jobsRes\Nickolaus\Nickolausl3023 Cellar Page 9 of 9 2015.rck LONG ISLAND SOUND 18'39" E / E 166.03' S 89'26'16" E 103.75' - __ 33. ---- TIE LINE ALONG THIGH WATER MARK 6-- - _ -'---- ON FEBRUARY 14, 2011 _ -6 N 12 -- _ - -- - _--___--a--_ - - / OFA --10 14 =-_ - -_- -- - - --- _ - -_---- - _- -- -- -- -- _ - - -- - S - - 222- 7= _ Z 26- _ _ -_-_- _ � uA _ - _-__-_ - - _ -__/ / [� 32- zz Q 36- -__- - -_ -- - 7 --- -- - - 38- -- _� _- --_/ UA 4 _ _ _-_ - ---- - - __ - _-_-_ __ -�- \ _ _-_-_- /� \�\\40 46 - �� --- -- - 48- 59-9 OOD -� WOODNLANDING ��I \\S OF1bP of r\ i� / / STEPS TIE TW 7 ui x O \ BRICK 6! RICK I W00 D \ \ G 56 60- / TOj // m •:.�' '. .••: •.. � 566.51 I''r 59.7 \yf \X / IS WAl1S ORAGE BI 2 20' PERGOL*\ COASTgL fR0 62- __ i // // PATO ~OVER BRICK 9.8a X72 28.6' PRO SOON / R 34.4 n? n' \\ X\\ \X NOTO Ho S D (/N£q5 S / /// STOR x 7. g z z N _1 Q STORY BRICK HOUSE GA \ s. w 5�8� CAL / Sz5 4 g Y ,/VENT 3 2 I 9. \ \ \ 83 3yF� 1O OF ROM /// jG / e��4�IV� 1d PIPE Z � ss.z9.a• \�^$1 \\m \ \\\\\\ �x N N \ \ 49 / ti� �2. F.FL. 2.a'io 12.8` X X4 74 WOOD FENC 8.1 67.5 \ \ tr1•' 3.4 X 66.8 66.E / \ ��q1p�\ � WDOD TIE WALL GATE X / x z x 67.1 w \ t'x >OC 66i � �� - - - BRIC��STOOP � �.- -- - X 65.6 \\ 67.0\\\ \ a.,0 w `�' x ` / - -65.5- - 30"HARDWOOD CONC -- -- - - �kOoO w�0 O00 of \'66,_ \\ \ X WALL �--Post nF ��r wy�t 65.4 \ \\ \ g�x t"' o� 64.0 / x62.8 / � w I 61.7 Tn to - - / 24"HARDWOOD �H 66� n X \ 63.5 //x616 _ P _=0.5X 60.5X z x63.4 / / - -� ---� _ ��- - 26N w 6¢ x 63.0 m�/ // i• e• ' , 5g1 . , ASP 6 N �� HALT DRiI`EWAY POS< - g Xma _ -60 N 9.4 4. X 3,CY"� ' . •�, , •i. •.i •. J•.. •., O 57.5 U 58 t ., .0/ a, 24'HARCIWOOD - - .58 X 5 �p P01� IC �+Y 7;v G�pGE M X `iii.• • . .„ •:•' '• _ WELL--/ !:e , x 56.4 2.1'W. 1 x. Q ,• 24'HARDWQW IN • 25.4 u n! 4 ME1ER _� %..' •°' % // I+ 1 STORY x' 18 X ? 28"FiARDW00D • BRICK 1 -�-56 /// • . •' // x '•� 24'HARDWOOD �,' f 130, O7E w •A // 20"HARDWOOD (��JQ X 56.7 / / 1 'X. �p G'25� Ul _ :. 60/ x 59.8 / �� ' x 57.6 I // x 55.8 �.. . PpRON •. �o I . • // •• : x 56.8 I X 56.8 // 26"HARDWOODT1 a . •.e : r' -- -54 EST HOLE ' / ! '• :✓'X 53.9 W / '•• ss'7 \ ss•7 55.4 -. ., 1 X 56.3 x X (J► L / x 57.2 '° X' 56.4 x I \ •h • >�e•' O XLA /1/ 't I •• ° 54.7 �•' • ' :� .. °. . • '.X.56.4. 4 ' � • . .•'• . / e . : ., 4b / \ x B X 55.0 rrr i ri-r A 56 FOUND COHC• �� i '� •�C: MON. 1.1'E. 5 rr JJJ iJJ��H�FDGE Row S 8203430 w SURVEY OF PROPERTY a o� SI T UA TE ` o SOUTH0LD m TOWN OF SOUTHOLD SUFFOLK COUNTY NEW YORK ° S.C. TAX No. 1000-51 -01 SCALE 1 "=30' =---_� of FEBRUARY 14, 2011 •'.a �1 DECEMBER 18, 2013 ADD TO 0. �^;' S Q $ ;..• �' AREA = 113,206 sq. ft. a x (TO TIE LINE) 2.599 ac. 'z 1 m • t=1 y m `Z,`Z A. y Cl •° N OD NOTES: 1 1 . ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM 1 N EXISTING ELEVATIONS ARE SHOWN THUS: s.o EXISTING CONTOUR LINES ARE SHOWN THUS: - - - - --5- F.FL. - FIRST FLOOR G.FL. - GARAGE FLOOR • 1 TB - TOP OF BULKHEADZ PREPARED IN ACCORDANCE WITH THE MINIMUM BB - BOTTOM OF BULKHEAD :!; 1 0 ►a fENC� STANDARDS FOR TITLE SURVEYS AS ESTABLISHED TW - TOP OF WALL { M BW - BOTTOM OF WALL BY THE LIALS. AND APPROVED AND ADOPTED FOR SUCH USE BY E-NEW-YORK STATE LAND • TITLE ASSOCIATION. k Ov IL O CON ° •• .• ` , C. 67 �~ fOµNpN•0.3w '30„ •...i •• : 'i•. N.Y.S. Lic. No. 50467 S 13•Z� :i'q .• e; . :•:Q : ' • ' 1 -� "� UNAUTHORIZED ALTERATION OR ADDITION °• �•. A. •! %• Nathan Taft Corwin III TO THIS SURVEY IS A VIOLATION OF \Iv SECTION 7209 OF THE NEW YORK STATE •`' •... • . ' ••; y •., •• �� V EDUCATION LAW. a e Y Land Surveyor COPIES THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR 0 v EMBOSSED SEAL SHALL NOT BE CONSIDERED 13 TO BE A VALID TRUE COPY. Successor To: Stanley J. Isaksen, Jr. L.S. CERTIFICATIONS INDICATED HEREON SHALL RUN Joseph A. Ingegn0 L.S. SNPREPA ED, AND ON HIS EHALFLY TO THE PERSON FOR WHOM TTO TO Title SurveysSubdivisions - Site Plans - Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND - Y LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1585 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. 1� 'r I Girl.. G0N5TRUGT10N ENTRANCE 1:;)F-TAIL 51 TE DATA: TOWN OF SOUTHOLD - 'R-80' RESIDENCE Sheet Notes. Z AREA OF SITE: •••••••• 113,206 5F (2.6 ACRES) o COnstrUCtlOri Specifications: PROPOSED BUILDING AREA:•••••••••••••••••••••••••••••••2,1'11 5F U PROPOSED LOT COVERAGE=•••••........................•1.1% ]7 R,�I N G NOTES: 50' MINIMUM PROPOSED VEGETATIVE CLEARING: •••••••••••••••••t '100 SF (0.6%) EXISTING - STONE 51ZE: USE 2", OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT GRAVEL �o PAVEMEN - LENGTH: NOT LESS THAN 50' (EXCEPT ON A SINGLE RESIDENCE LOT WHERE TEMPORARY CONSTRUCTION PARKING:••••••••••••••••••••••••••••.••••••.••••••••••••••••••• t 1,400 SF - ROOF DRAINAGE SHALL BE CONNECTED TO POOLS A 30' MINIMUM LENGTH WOULD APPLY) TEMPORARY CONSTRUCTION MATERIAL STORAGE/5TAGING:••••••••••••••••••••• t 800 SF W/ 4"� PVC, #SDR 35 (TYP) Z MOUNTABLE BERM - THI CKNE55: NOT LESS THAN 6" TEMPORARY SOIL STOCK PILE:•••••••••••••••••••••••••••••••••••••••••.............•.......•.••• t 800 5F - PRA I NAGE STRUCTURES SHALL BE INSTALLED 2' O FILTER CLO OFl (orno L - yylp�{; 12' MINIMUM, BUT NO LESS THAN THE FULL WIDTH AT POINTS WHERE TEMPORARY CONCRETE WASHOUT: •••••••••••••••••••••••••••• •••••••••••.•...•.•••.••••••••.. t 2605F ABOVE GROUNDWATER; MAX DEPTH = 12" U EXISTING INGRESS OR EGRESS OCCURS; 24' IF A SINGLE ENTRANCE TO SITE GROUND 50' MINIMUM4MINIMUM - FILTER CLOTH: WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE GRAVEL - SURFACE WATER: ALL SURFACE WATER FLOWING OR DIVERTED TOWARD 5I TE DRA I NAGF- : Wiv EXISTING PIPING UCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF 5.G.T.M. #: 1000-051-OI-2.1 ELEVATIONS FROM N.G.V.D. Ig2�1 DATUM 7 1 15 IMPRACTICAL, A MOUNTABLE BERM W/ 5:1 SLOPES 15 PERMITTED SITE AREA: 113,206 SF (2.6 ACRES) 57z AVEMEN - MAINENANGE, THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OR SEDIMENT ONTO PUBLIC, LU RIGHT5-OF-WAY. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACTED LU ONTO PUBLIC, RIGHT5-OF-WAY MUST BE REMOVED IMMEDIATELTY BUILDING AREA, Storm Water Leaching Pool 41 bm - WHEN WASHING 15 REQUIRED, IT SHALL BE DONE ON AN AREA 5TABILIZED W/ LAN STONE d WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE MAIN HOUSE ••••••••••••••••••••••••..............................•••••••••••••••••••••2,02'1 SF X I X 2/12 = 33"1.83 OF GARAGE ................................................................................544 5F X I X 2/12 = a0.6'7 OF PERIODIC, INSPECTION 4 NEEDED MAINTENANCE SHALL BE POOL HOUSE ••••••••••••••••••••••••••••••••••••••••••...............................•144 5F X I X 2/12 = 24 GF PROVIDED AFTER EACH RAIN TOTAL .......................................................................................................................452.5 OF Z 452.5 OF USE (2) 8',P LEACHING POOL, V DEEP 0 L O N BUILDINGS, � � 42.24 - 10''12 VF FOR A TOTAL OF 12 VF m SLAND S O U N D q., Off, CONSTRUCTION ENTRANCE: Storm Water Leaching Pool 42 4 SEMI-PERVIOUS-SURFACE ............•••••• ............• ....................800 5F X I X 2/12 = 133.3 OF Lr) �b �_= �� _ '`�� 5 8Q° 6'16" ,E .1'5°Iq,2g„ � TOTAL ...................................................................................................................... 133.3 GF LLJ 01� �_ =_`_ _ �! 103 7x, N 33 8' MINIMUM COVER &RADE 133.3 OF USE (1) 8'4) LEACHING POOL, 4' DEEP ♦fi ge' - � _-_ _ ENTRANCE, 42.24 = 3.16 VF FOR A TOTAL OF 4 VF 500 ASPHALT ROOFING m _ =__ - FELT I' PAST&RAVEL r 54, __ _ �_--____-_ ��- -�-�-__ o. 000 -, 000 COLLAR EXISTING POOL 4 SURROUNDING '��_ __ _-��__-_ �y O 0O d 0 0 1� OO O STONE PATIOS TO BE REMOVED ___ __ ___ _ _ = - ��N r O N ALL AROUND 0 0 0 -- \ �\ m 4 O O O 0 O -0VEL .ALL CURRENT LOCATION OF se, ------ _ °�^ _----_:�- �� __ �(V w 0 - - - - - - - - - - - - 0 EXISTING POOL HOUSE ba,,_ �_ _ �� --� -�- :f = ]��( + G (�'� P o O O o O000 Z TOA OF 6a` \\\`�- O °p\ �� - ��• - � Li U'��lL� �1 V G�%' 1✓ClOO� 0 O � )00' I -q�"b ,�^° , ___ I -;4�� AOCATION OF EXISTINGC�COASTAL EROSION HAZARD LINE AS SCALED �� b ` STO BE ABANDONED R�O O W FROM 'COASTAL EROSION HAZARD AREA MAP' t---- �� \ g^ CLEAN COARSE OIJ�J0 000 PHOTO NO. 55-5-78-85, SHEET 10 OF 4q 1 � L__ Ab PED, 4 FILLED IN W/' a x ' ' x GRAVEL GRAVEL \\ /� 1 1 1 i i---_- .-r '------- � b b0' Xe II xg ,� TYPICAL-STORM DRAIN (Solid Cover) e^�`\ j "° 1 i 1 I I I ° CURRENT ROGATION E EXISTING TEST HO LIMIT OF NATURAL VEGETATION \ bbb i I I ' ; � I I o x 1 11,1 2 I/2 STORY BRICK RESIDENCE oma►- TU F- ° - ,x°b N.T.S , IST SITE FLAN LGNl7 COILMEITAROILN bb -- � ' �-- ----hbg LIMIT OF NATURAL VEGETATION AS PREPARED BY � g •J L-rr�L_rl__r i j°°1 �` � _ ` TEMPORARY SOIL STOCK b° °°° `\�bb9 xb°F �` LINE O STRAW BARE MGDONALOD GEOSGIENGE = V TALL ARBORVITAE PILE AREA, t 800 5F �11 ` ° 51L•}t!SGREEN FENCE BACKING NOTE, HOLE To BE SIZE DATED• N VEMBER o8, 2015 @ 5 O.G. STAGGERED EXISTING WALKS TO BE REMOVED \ ♦ ( OF GASTIN& CAMPBELL FOUNDRY NO.IOD-i OR EQUAL56.° �.- -i.� ` ♦ \\ \ REINFORCED GONG. SLAB LINE OF 100' SETBACK bo °yb \ COVER AS REQUIRED DARK BROWN LOAM (OL) EL: 55.7 1' FROM TOP OF BLUE °> I i b TEMPORARY CONCRETE WASHOUT = MIN5 " CALIPER PEAR EPI OSED 8'� X4' EDAREA, f260 5F - ALL HARDENED MIN 3 CALIPER 20 O.G. ING POOL DISCHARGE RING DEBRIS TO BE REMOVED AT THE END OF CONSTRUCTION ° BROWN CLAY (CH) PROPOSED RELOCATION OF i _ _�r / 5 ��` II II .-.-.-.. ....... 100.6 = EXISTING ELEVATION 80� ASPHALT ROOFIN& � EXISTING POOL HOUSE r i PROPOSE: PROP05ED RELOCATION OF EXISTING FELT 1' PAST&RAVEL .10 3' \ r / /FF EL:62 0 P I I 2 1/2 STORY BRICK RESIDENCE 0 o O 000 COLLAR EL: 53. 7 3' PROP05ED 40'X20' 1NGROUND POOL \\ ----- _" // ,�\ Y«�' II % °b 0 00 L] C1 C] [� 00 O - v W/ 5URROUNDING POOL TERRACE \ I�al;_=' W I EL. 86.3 - TOP OF CURB N TERRACE FF EL:61.33 ° 11q.S ° b� \ ��I PROPOSED GRADING CONTOURS 4 O 0 0 0 0- (5RAVEL COLLAR EL. 56.5 BOTTOM OF CURB 1 2-O MIN. ALL AROUND r, EXISTING WELL 00000 C� C( CI Cl 0pO O rL�i /' O M LINE OF STRAW BALE W/ O - : I uP TO BE ABANDONED - - - - - 51L'I�'S<,REEN FENCE BACKING _ ,II x W •♦♦ Ii a D ° O O 20t)Loo 0 0 00 ! ST � SEPTIC TANK �� V 8•~ GF ELaa.r EXISTING GARAGE X00 8'-0' - I2' O 2'-0' \� O �/ EXISTING ASPHALT DRIVEWAY TO BE 0 1 <Y �x� I TO REMAIN °' MODIFIED AS INDICATED FOR PROPOSED r h' o RELOCATION OF EXISTING RESIDENCE `\ ;-`r' GLEAN COARSE BROWN CLAYEY SAND (Sc) LP Z kilt TEMPORARY N TEMPORARY GONSTRUGTION ENTRANCE, &RAIL TEMPORARY CONSTRUCTION 5TAGING 4 \ IN °h` o MATERIAL STORAGE AREA, t 800 SF 1 0� - 8X14 TREEPN THODRM�IV PATER PMOL O 1 O I = LEACHING POOL v �� TYPICAL STORM DRAIN (Inlet Grate) _ �'S S 82°34'30" W 141.08' `'S6 4\�� r N.T.s /'SD N PROP05ED 1500 GAL SEPTIC, TANK Pp 1!'(' \`�� 1 \ N/O/F N 8'0 XIb' ED LEACHING POOL Q °° t I. � I = STORM DRAIN Peconic Land Trust, Inc EL: 2o.-r 3�' TEMPORARY CONSTRUCTION \ (Conservation Easement) PARKING AREA, t 1400 5F - EXISTING ASPHALT DRIVEWAY � .� G = GAS LINES TO REMAIN �o BROWN FINE TO E = ELECTRICAL LINES N N/O/F COARSE SAND (SW) Revisions: S� Michael McCallister UP = UTILITY POLE ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURN15HED BY THE ARCHITECT ARE AND 5HALL REMAIN SITE PLAN m s� & Barbara Jones THE PROPERTY OF THE ARCHITECT. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT A10 ARE NO WELLS WITHIN ltd 1 EL: 14.-7 42' = TEST HOLE NOT TO BE USED ON ANY OTHER PROJECT. 5US11ISSION OR 015TRIEOTION TO MEET OFFICIAL REGULATORY H W REGAREMENT5 OR FOR OTHER PURPOSES IN CONNECTION WITH THE PROJECT 15 NOT TO EE CONSTRUED A5 SCALE: 1"-40' 100' OF PROPERTY �y c TYi=I O AL SILT F E N O E/STR/ N BALE DETAIL POLIOATION IN DEROGATION OF THE ARCHITECT'5 COMMON LAk1 COPYRISHT OR OTHER RE5ERVED RI6HT5 SITE INFORMATION AS TAKEN FROM A SURVEY BY -- NATHAN TAFT GORWIN 111, LS., DATED DEC. 18, 2013 WOVEN WIRE FENCE (MIN. 14.5 LOGTI ON MAF APPROX. GAUGE - MAX. 6" MESH Proposed House Relocation / srnclNc) 10' MAXIMUM SPACING \ 36" MIN. FENCE POSTS DRIVEN SILT FENCE TO BE Nickolaus Residence 17555 Soundview Ave Southold, NY 11971 \ MIN. 16" INTO GROUND POSTS: OF CLEARING ALONG LIMIT Nickolaus / STEEL EITHER "T" OR "U" TYPE OF CLEARING (TYP) PROPOSED cC OR 2 HARDWOOD WELL 3fi MIN. FENCE SILT FENCE POSTS a Residence 20 .MIN. . . .. .: .::�...:�..:. o CLEARED AREA " 11.1 �' w FLO UNDISTURBED W I;NFSP��1'f0111S ARE REQUIRED Jr VI / GROUND ::: : . 1.00ni Soundview Avenue �pntaCt TOS Engineering at 765-�56Q before' 0 Backfill, QR Provide Engi,nger's Certification / 10 I' COMPACTED SOIL 14` MIN. a EMBEDDED FlLTER I m � Southold, New York 11971 that the drdinaV has been installed to Code. CLOTH MIN. 8" ° 'b �g > INTO GROUND R�DUS ISOMETRIC VIEW 5ECTION ERL'1510N �i SEDIMENTCONTRO{S MN�Gy Architects, LLP s 0 Hashamoniuck o� Shall include but not be limited to: _ / SILT FENCE DETAIL oR�N� I ;ii u�rell maintained Construction Entrance, xALE , ' � '�'"' Pond ECTURE PLAN NI NG ..... www. lpa - plans . com �''irQ hacked Silt Fencing,stabilization & = I � ��- -' S+�+idin - 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH W 2" K 2" WOODEN L°„K g of exposed and/or inactive soils. Z TIES OR STAPLES. STAKE OR N5 REBAR Island 46 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE TIES Lemmen Paul Associates,Architects LLP SPACED EVERY 24" AT TOP AND MID SECTION. BOUND HAY BALE 3. WHEN TWO (2) SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY ar 21 Greeley Avenue Sayville, NY 11782 Tel: 631 589 2914 Fax: 631 589 6935 ° `'' SHALL BE OVERLAPPED BY SIX (6) INCHES AND FOLDED, '• mow 3' z APPROVAL OF STORMWATER MANAGEMENT I <. 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED /�,� Ipa-plans.com F WHEN "BULGES" DEVELOP IN THE SILT FENCE. CONTROwn Cod ter 36 18"MIN. O R Date: °2-1,30„ W 134.0 U-J �? Approv ANGLE FIRST STAKE TOWARD S, PREVIOUSLY LAID 8ALE BEDDING DETAIL - ;� UNAUTHORIZED ALTERATION HAY BALE SEDIMENT 25 OF ANY ITEM ON THI5 DOCUMENT \ CONTAINMENT = 5 A VIOLATION Or- BOUND � AREA NEW YORK STATE LAW. Y 2" x 2` WOODEN 2" X 2` STAKES, �' 4ALE V STAKE OR p5 REBAR DRIVESTAKESFLUSI� OO Issue Date; ��I MAY 1 201STA - [1 O END, Oy�V y \ END TO Ac GUTTED V v BUND HAY BALES �T 1-J PLACED ON CONTOURS 0 mi 0.2 0.4 0.6 06 1 1.2 Project Date: ANCHORING DETAIL PLAN JULY 2013 F STRAW BALE DETAIL FROFF-RTY OJ�NER: Scale: 4 N-0 Se-ALE JAIME 4 SUSAN NICKOLAUS _ AS NOTED 1. BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR THE CONTOUR AND IN A ROW WITH ENDS TIGHTLY 50 BUTTONWOOD DR Project# Drawn: Sheet ABUTTING THE ADJACENT BALES. DIX HILLS, NY 11.746 2. EACrI HAI I: SHALL BE EM13LODED IN 1rIL SOIL A kliNIMOIA Or Ff1uR (41 INCHES AND PLACED SO THE 13023 WJB BINDINGS ARE HORIZONTAL. #631.241.1506 3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO (2) STAKES OR RE-BARS DRIVEN THROUGH job: Check: � THE BALE. THE FIRST STAKE IN EA;HBALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLETO FORCE THE BALES TOGETHER. STAKES SHALL BE DRIVEN FLUSH WITH THE BALE, NICKOLAUS KMP 4. INSPECTION SHALL BE FREQUENT AND REPAIR/REPLACEMENT SHALL BE MADE AS REQUIRED. SOTM#: 5. BALES SHALL BE REMOVED WHEN T:-IEY HAVE SERVED THEIR USEFULNESS 50 :,S h10i TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. 000-05 1 -01 - 2 . STORMWATER MANAGEMENT CONTROL PIAN w L O T FF EL:68.0 LOCKING CAST IRON l� FAI COVER TO GRADE L ^ T D EL:63.0 6RADE:60.0 -9 S O U 12" CONCRETE 'CHIMNEY' WITHIN I' OF GRADE _ HOUSE TRAP I/8" EL:S-i.5 O /4 — 8 �_ 1,500 GALON ?6- �'"-� S gclo a INV:58.0� SEPTIC TANK 26'16" -f5°lq'24 � INV:57.'7 V N > -�_-��_� (16' DEEP) N n ) Q L- -=— _ _ -------- SEPTIC PROFILE IN :51.2 cry W 0 --_--__-_` — INV:s'i.o � V 3 NO SCALE ___-__ _=__ --_ �___ SANITARY SYSTEM TO CONSIST OF (1) 1500 GALLON SEPTIC, TANK W/ EL:41.0 �—_- - (1) 8 DIA X 16 DEEP (I6 EFFECTIVE DEPTH) LEACHING POOL FOR A ----- -- �s=__- _ -�— ��—_--_� Al.N 5-6 BEDROOM RE51 MENCE = O Z SB. ------- —i Ci a 0 O 4-J — W L '� r+ COASTAL EROSION HAZARD LINE AS SCALEDbhz I bah x APPROXIMATE LOCATION OF EXISTING 0 FROM 'COASTAL EROSION HAZARD AREA MAP' / I L____ bh 2 SEPTIC SYSTEM TO BE ABANDONED, � _ V) PHOTO NO. 55-5-I8-83, SHEET 10 OF 4c{ ga xe g/� (I) 1 1 L__ \ `hPUMPED, REMOVED, $ FILLED IN W/ b—____ b x\ ^ \x GLEAN SAND GRAVEL L 1 bh 60 xha I x y6 SITE DATA: 1 I h b4 / I I h MAP: DE5GRIBED PROPERTY _ I o I CURRENT LOCATION OF EXISTING SECTION: N/A 2 1/2 STORY BRICK RESIDENCE N _ I t Ott LOT: N/A NI L o EXISTING POOL HOUSE 66 —� b� �-- �' I r #----hb3 , � � ? TO REMAIN I r i I 's \ SGTM# ............................................................ 1000-051-OI-2.1 � � O EXISTING POOL 4 SURROUNDING "b `� I I bbb I bh x h°\ �� (� AREA OF SITE:.................•..............................113,206 5F STONE PATIOS TO BE REMOVED ` _ I I b b 3 \�� O AREA OF PROPOSED BLDG:••••••••••••••••••••••••••••2,02-1 SF �� \ AREA OF PROPOSED COVERAGE: 2,121 SF EXISTING WALKS TO BE REMOVED o AS LOT OCCUPANCY: 2.45K LINE OF 100' SETBACK _ ro FROM TOP OF BLUFF p 14 I i bryb .\� b `\\ ELEVATIONS AS PER NGVD I121 DATUM U b• b S ` `1'i I I �� ACTIVE WELLS WITHIN 150 LU PROPOSED 20'X40' INGROUND POOL ^�� h I I �, PROPOSED 51TE DRAINAGE POOL W/ z M SURROUNDING o HARDSGAPE PATIO a b (TYPICAL FOR 4 LOCATIONS) LEGEND: _ N i �_!�// � / b I I a y I o �� / I I ELEVATIONS FROM SURVEY z :n 25.0' `, t�' FF EL:68.0 ' PROPOSED RELOC ATI ON OF EXI5TING z m N/O/F / -_,�_ I 2 1/2 STORY BRICK RESIDENCE O a a o Peconic Land Trust, Inc m L/;. 00 // / W (-�I I� II O NEW LEACHING POOL J E J N O\ ltl ` II5,4 ti" : t a z `9 ` I I L� (Conservation Easement) O 0 ti�� (� i� ,gb g� ,�`I ST SEPTIC TANK ° O p ha �' t' I'�-.� 1 Y \ I �. W U _ (i :o II UP LP LEACHING POOL -a Q Moz EXISTING ASPHALT DRIVEWAY TO BE Z I ` I I �..+ `' hbh� b^ :; J EXISTING GARAGE EXPI EXPANSION POOL rs� �' - + �It U MODIFIED A5 INDICATED FOR PROPOSED �; q - 8 �_ :_ : GF EL: 1.� CJ u a v ro - Z RELOCATION OF EXI5TING RESIDENCE �� t, �' �,tiu- R� d1 �� to \` TO REMAIN -- o N o ti L 1u �� i•-� LU ' n nl N TEST HOI.- ti y��i^ �Q Q j `� '�-• gg b ! �y TG' BE ABANDONED TEST HOLE: _ PROPOSED 1500 GAL SEPTIC TANK -p � 3 v v C W/ 8'(P X16' ED LEACHING POOL o? TEST HOLE INFORMATION TAKEN FROM � v 3 E (3 ° a CD e° l MGDONALD GEOSCIENGE Q E _ v ro N s 5 82'34'50" W 141.08' s �� t -- DATED: NOVEMBER 08, 2013 3 N I— o AQ 6 ¢�04 Vb l',:�.TL>,L AND LA x' -TZ,r-1, MMST PE TEST HOLE a XCAVATI�JN IN5P6CTICN RE )IRE:? P hhh \� �� N IS 1 Z'r, �-T f �.`T ju' F)TJ!f 13� EL:56."i ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF r4OR SANITARY SYSTEM �o \ �b ____�- __ - __ __w - ._ FURNISHED._ I3Y HE'AI.,TH L+rPARTIMEP•� HEPR BY THE ARCHITECT ARE AND SHALL TO IAN BE DARK BROWN LOAM OL THE PROPERTY OF THE T TO THIS THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT AND ARE U- Nc �O NOT TO BE U5ED ON ANY OTHER PROJECT. SJBM'5510N SITE PLAN _-- I' (EL:55.'i) OR DISTRIBUTION TO MEET OFFICIAL RE6ULARTORY IN EXISTING ASPHALT DRIVEWAY \ � \ REQUIREMENTS OR FOR OTHER PURPOSES IN TO REMAIN .�- " CONNECTION WITH THE PROJECT 15 NOT TO BE SCALE. I"-4O' S ,� \ f f`� t c�. • r Y BROWN CLAY GH CONSTRUED A5 PUBLICATION IN DEROGATION OF THE '''' CI.. •,� �i� Tiro ARCHITECT'S COMMON LAN COPYRIGHT OR OTHER �� qA 6r �1n \ [..3 !1 ( RESERVED RIGHTS. m s� Ctlf�s'. c Ccs lrz° '. of I_ae-! ��~ : „.,.�i,c�. SITE INFORMATION AS TAKEN FROM A SURVEY BY NO WELLS WITHIN lI1 A .,�� rn r, '�-Ic>Irs In Ad�jan NATHAN TAFT GORWIN III, L5., DATED DEC. 18, 2013 I QQ' OF PROPERTY t- Pi 6 `'` N -io d 1 lr�{' ^t1 — i ,�- - BROWN CLAYEY SAND SG -........_ F ^.< w:.. L �` s PROPOSED WELL I BROWN FINE TO °; 6 - p COARSE SAND SW r : UNAUTHORIZED ALTERATION / 42' (I EL:14.7) ` '@ OF ANY ITEM ON TH15 DOCUMENT 15 A VIOLATION EW OF N/O/F NYORK STATE LAW. o Peconic Land Trust, Inc a, nt.� "�,- ^� :��, .c":;.....a'"�" r' N t G r a' �. ,� �i. t Issue Date: (Conservation Easement) I 1, . :.. ;,:.,.:... All `. t10 - --o .xr Project Date: J U L 2013 P O M CO Scale: AS NOTED :cn A Project# Drawn: Y 4. .-. '�:................, ,,,,1.:� 13023 EPH Job: Check: A N ICKO IAN 2 9 LAUS KM P 130 � ..... .._., . 02�30:: ��:Ss g �3 `�=•5 ��r©v"D_ Sheet yl Fat ga;'1'o! ,W .. EXP TPRETZ N—UAF F ii��1°i I�,�.iE GF S« �?a4►,�L. N Cs C0 2 C�:56 4 -.�Z�►T > SITE - SEPTIC O�V l SCDHS LONG ISLAND so UND 1� L � 6� S 83°59'51 " E N 8 .35 45 127.32' 126.25' 48.69 N 87°43'39" E \ n�` o -_ TIE LINE ALONG APPARENT HIGH WATER MARK --TIE AUGUST 13, 2016 TIE LINE ALONG APPARENT HIGH WATER MARK ON FEBRUARY 14, 2011�4 r^ 14-_ CROCK REVETMENTS 12 LP 0 �' -- -- - - - -- -- - - - -- -- - - ---fidX20 (pl J 20 - O --- -- -- --- --- - - - - - -- -- - - -- -- - - - i / i i�30 e _-_-� - - -- - - -- -- _-_- -- -_- ---- -- -- - --- -- - -- -moi 'i/ / / �� --- - -- -- -- -- -- -- -- - - -- - - - - - � -_� � j O (JA 30- - - - - -- -- - - - OJ VEGETATEDBLIF�VITF6TE�RACG-- -- __ .- - -- - - - -- --- --;;w. s 40- - - - --- -- - �J -c--__- -- -- - - - - ----- - - -- -- - _ NSE @tL �3 � 56 i,e� 7 - -- -- -- - - � q_ // 50- - -- -_�/ /// ►�'`- - -- � -- _ -- - - - -- - - - - 60.2 5 �'ti\x 64.1pp pp LL - -- -- _ - - \ X 61.9 �`9y G 56 SUBSEQUEBTUTO 63.3 \ _ TOP OF BLU F Gy� y BL F RESTORATION \ (SUBSEQUENT TO IBLUFF RE DTIO]jC} 83�\ X / COASTgL AREA PLANTED WITH NATIVE P SPECIES 63.2 \ 61.4 \F Z eROsION 60-- - - j/ 63.2/ /_ M� \ \ _ so•7 / s2.8X lx- pNOT�No TgL q2�O L/N f -- - - --/ / / 8x X I X 63.8 -- -63. x I \ I X56.7 / 6 I I I 1 '4S SCAL fD // ° �/ aTOR ,'T X 64ROCK WALL 3 SyE� 1 p FRgp // y e�/C�N 67.2 1°�VEN67 2 \\\ '3 ELEO' _ OF 49 / / Gy N F.R.N 66.8 / I " I I \ Box C-1 M O n ` / ��c^ OqT Jt � 64.0 I I X 62.8 \\ \S8 000 wA� P, Vl`L 4 a // yCt^ // 67.4 66. / I I� I \\\\\ �'' 1� � � 1�� .��i/ I^' I X62.6 I 63.1 � 7.- 66/ /// X 66.5 X6 /// X 63.6 I X 63.4 I I DRYWELL XI I X 67.1 \ \ oy7 a _ i I \ \ G•o z�y ,� 62.5 .�6 �\ °G� ° / I x o -oN O X 63.3 X-6-3'2 OCK WNL 62.7 0�A' \ �+p 'G Tn / 621 Z H 66 n I 63.2 TO / Ps X63.5 63.1 r 62.2 C=� / �+ X63.3 u4 .A zan' X61.5 Xs` \� �� S N 64 X 63.0 �' X 63.1 62.4 34.4' N N N ELtAR -- -_\ -62% A 1B TREE ' _62- 2 STORY LO BRICK HOUSA w ENTRANCE 60.2X/// 59.5 GUY X63.0 9.6' - - _ - _ + 0 19.2' 61.9 / - - X WIRE / CHIMNEY � WINDOW„WEL // �5 58 o.2! �+ TOPS x POLE IC / 0.2' F,FL,¢4`�N b+ fELECTR X 63.4 / 61.4 x / � No.9. ' 8.2'2.3 12.8' n / / R ,N r MECER SEPTIC SYSTEM TIE MEASUREMENTS _ - / �sz 3'e•2' C_o / 6.4 n � _GAS Zc� / / 25.4' Y it�y \ MSR HOUSE HOUSE 62- " - ---- - I e°5 B ;0 X / �o - _ SSOR ' "g CORNER FA CORNER B❑ �2 so'i/ // x o I oz coNc. TO S � / v // N BRICK -' -5s z / x58.9 A I tn. STEPS �� GARAGE SEPTIC TANK , , 9E 'X g f c / o F.FL,5� COVER TIC 32 22 __ v /it' O X58.2 °�� X 1�m STANK 56.6X / °y X / zB �N o 25.4' U) COVERING POOL 43.4' 39.2' 60, X 59.8 //'// / 58.0 DRYWELL Poi II r X5='4// �pCHING ; // OFFS ppRON X57.0 POOL / 26"HARDWOOD _ �^ --54 ° X 58.7 TE / ST E N X 56.5 (rl Ax'�a2 X�`Z / X 53.9 X 5Z.2 \\ // 55.2 I 57.0 / 1 / - x ` (It / I X 54.7 0 •� / X x56.9 / m 5Z2 567 56.3X x -^EDGE �OF-CLEARING 1 56/ MON.0CONC. 1 1 E ) �.-.-• �J-�J tJ f� �HEOGE ROW �a 54.9 S 82°34'30 w - ^` `G'-�a�^^^�� ^' ; X 55.1 � f � C ; W m SURVEY OF PROPERTY o o SI T UA TE S OUTHOLD om ; �Z �m x 53.3 TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK x X S. C. TAX No. 1000-51 -01 -2 SCALE 1 "=30' FEBRUARY 14, 2011 x53.6 cc) Z DECEMBER 18, 2013 ADD TOPO. v, o JULY 19, 2014 STAKE NEW FOUNDATION LOCATION o TREE--g5 x53.6 A JULY 27, 2014 STAKE NEW WELL LOCATION OCTOBER 21 , 2015 UPDATE SURVEY z� I AUGUST 15, 2016 UPDATE SURVEY otyo DECEMBER 27, 2016 UPDATED TOPO AT REAR OF HOUSE I m 3 AREA = 114,234 sq. ft. y I<jX 1 (TO TIE LINE) 2.622 CJC. z 1 WELL I H n 00 �-'• 51.3 N NOTES: X51.9 51.7 0 X �^ 1 1 . ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM I N EXISTING ELEVATIONS ARE SHOWN THUS: 53.3 EXISTING CONTOUR LINES ARE SHOWN THUS:-- -58-- - X49.6 I F.FL. - FIRST FLOOR G.FL. - GARAGE FLOOR I o TB - TOP OF BULKHEAD BB - BOTTOM OF BULKHEAD NEV CE PREPARED IN ACCORDANCE WITH THE MINIMUM TW - TOP OF WALL X I ° M15p,L FEN STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BW - BOTTOM OF WALL fnz BY THE L.I.A.L.S. AND APPROVED AND ADOPTED F, GPS FOR SUCH USE BY THE NEW YORK STATE LAND I TITLE ASSOCIATION. 49.6 50.2 X X51.1 '3\mc ;o FIBS ?Z o CP I w o F ppVENE EDGELA O fMON• !'/`O ° s° °' ; '.•. •.' -4 N.Y.S. Lic. No. 50467 5 1'je 2, ✓ g: ° ' I Y d u VVV Nathan Taft Corwin III UNAUTHORIZED ALTERATION OR ADDITION . ° '• J TO THIS SURVEY IS A VIOLATION OF d ° SECTION 72LA OF THE NEW YORK STATE EDUCATION LAW. a °•.a. ° '°Y Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING ° THE LAND SURVEYOR'S INKED SEAL OR ( � lv EMBOSSED SEAL SHALL NOT BE CONSIDERED v TO BE A VALID TRUE COPY. Successor To: Stanley J. Isoksen, Jr. L.S. CERTIFICATIONS INDICATED HEREON SHALL RUN Joseph A. Ingegno L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Title Surveys - Subdivisions - Site Plans - Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND Y Y LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE, OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. 5aj 1. ` '79 �� Sheet Notes: :ff77 0 Foundation notes: j I - BACKFILL BELOW FOOTINGS IF REQUIRED, SHALL BE DONE W/GONGRETE HAVING A 28 N DAY COMPRESSIVE 5TREN6TH OF 5,000 P51. z 0 - ALL FOOTINGS SHALL HAVE A MIN. OF 5'-0" U OF COVER. - PROVIDE "KARNAK, ONE-GOAT" WATERPROOFING OVER ALL FOUNDATION WALLS BELOW GRADE. - PROVIDE 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER ALL CONCRETE SLABS ON GRADE -ALL DEMOLITION 4 DEBRIS MATERIAL TO BE rK z DISPOSED OF PROPERLY BY CONTRACTOR w -VERIFY ALL DIMENSIONS IN FIELD PRIOR TO START OF WORK -ALL WOOD MEMBERS IN CONTACT WITH CONCRETE LTO BE UMBER PRESSURE TREATED PRESERVATIVE (PTP) U I -ALL NEW EXPOSED 5LAB5 ON GRADE 4 GARAGE z 5LA55 SHALL HAVE A MIN. COMPRESSIVE STRENGTH D I OF 5,500 PSI. SEE TAKE R402.2. ON RG-I m I O DATION NALL N1 4" BRICK POURED HELF, KEYEDCONCRETE FTON0" X 20" POURED 8" CONCRETE FOOTING. ALL CONCRETE TO HAVE A PILL E TAMP MINIMUM COMPRESSIVE STRENGTH OF 5000 P51 POR SLAB ABOVE ® 28 DAYS. ALL FOOTINGS TO REST ON UNDISTURBED 501L W/ A MINIMUM 501L BEARING OF I TON/5.F. W/ A MINIMUM OF 56" OF COVER w -t I _ O BEAM POCKET (TYPICAL). SHIM GIRDER WITH I - STEEL SHIMS ONLY- PACK POCKET WITH U I i I - NON-SHRINK GROUT (TYP) O PROVIDE FLOOR DRAIN " O I _I O3 PROVIDE 100 S.F. 5/8 TYPE X G.W.B. ABOVE BOILER � i � --------------- -------------------- � AW2 I � -� NEW RAILING AS READ 111. O /2 DIA. SCHEDULESTEEL PIPE COLUMN K/ I I 3 1 2X6 XS 8 GAP T ff t / / PL 6X6 XI/2 BASE PLT ON II 11 I _ 24 4 •,.• X2 X12 F.C. FOOTING W 3 4 AR I - / BARS EACH WAY F I _ 1 ------------ ------ _ J - - -- ---___-- O NEW PINE BOX OAK TREAD STAIRCASE WITH 1. ---------------- ------------- ------ -+ ' -t -------- ------ ----------- ---+ -t ry r-- ---------------- ----- r HARDWOOD RAIL AS SEL. BY OWNER TO COMPLY WITH R514 8 R515 OF THE RES. CODE OF NYS. z i 1EPONN ADJACENT _ i I 3 �� \I / I I I O TO DOUBLE STUD ATWINDOWALL IOR DOOR ABOVE z I 1 I Up I I (SEE UPLIFT CONNECTIONS SHEET RG-2) LU I I I I I' I .' I in :p m s O PROVIDE 4 INSTALL 5/8"4) X 12" ANCHOR BOLTS } I I ____ III I I ® 56 O.G. N/ 1" MIN. EMBEDMENT. - SEE RG-2 --r I I 1 V z New ' ��_ _ _ _ I ® PROVIDE 2 #4 BARS a 52" VERTICALLY O Q T ,., ,. '..`. I 1 _ _ AT EACH INTERIOR CORNER I Cellar I * : : - ro `fl W8 X 113 STEEL BEA I W81JG 1 T L E M I 411 F.C. --------- M7/; "_ r--- I �•9—I• ® �"{' • �'t� I : 1 .Xaur`14.r{� ^r`rr`r "Airrwr wrwr /� .rrrr WB�X 245 EL BEAM I t to �• ( O Q + I \ \ j --; I N �.___ 1----a 1. .a O Z I I I - EXISTING GIRDER TO REMAIN I.` I I- z New i ;1 N Cellar �D I � . I 0) X —t u Y I F I 81 " t 1 N UI 4" F.G. "5L><AI3 •� I N -a I I � � 1 c ' OPTIONAL: 7 a t k:T •.' I 52"X52"X16" P.G. FC OTINb F Wax 1815TEEL AM I - :- •._:.:;'- `••. :r� �,`1 I I i' i . 1 W/ (5) M4 BARS I:Ac;H NAY I—I—1 T I— � I • I {1 - ,I:.1 I t I i - v TOP 4 BOTTOM — --- , l ►r: `\ ` 11 I --- ----------- --------------- ----- — — _I_ —.—�/ ;:. ;.{ Q 2 I,(2 } . - � -•,_-;� ��,�/% - I ''.�_ t TYP ,,:' •. I PLUMB TO DRAINAGE POOL r+ ':� (% I I I -.`1 �- -------- --� I': I VIA 4" PVC SDR 55 PIFING -- 1 , 1 W� 2a 5-_-L I✓EA' X 28 STEEL BEAM W8 X 28 I l-1 ESI 542X8 GIRDER I t b I . .r.... . ..r.r. .:rwrr. . .eMJ . ...... 43 I I I 1 - I I I z I _ 'L cL4 L.l G��_ N Q 6 FIL 4 MP I I O TYP J I N v X N v I I N z FOR LAB ABOVE I- 1 ----- O O ------ -------------- ' O O ; I N I 1 I ------- I t N 1--r- - r-Y 7 (V r------- t X I I XUJ 1 I.. ® ' C) : I n j ' N ® 1 =� +------� - `I ; -------------�� :P .I r- I I tV .: 1_______________ Revisions; 1�7.06.1�: A5 PER OWNER PILE T,�4MP :. GWI4 ,.,.. :.::;•..:,_::, ,..';: - =- I �' I .... ' .�•^; ;"`–' ASL DRAW'NGy SPEGIFIGATIONS AND COPIES TH�RECF FURNISHED BY TI'_AR'u`,. .. ..... .-:,..:",. s....^, .1.•. : I.E'� ARE AND SHALL REMAIN I GWI4 FOR SL�'ABOVE I I 'I I :.. _________________ __ THE PROPERTY OF THE ARGHITcGT TuEY ARE TO BE USED ONLY WITH RESFEGi i0 TNIS PROJECT AND ARE `d _ _____________ — ———————————— —- I �iWl I I NOT TO EE USED ON ANY OTHER PROJECT. SUBM!5510N OR DI5TRi5JTI0N TO HEET O'FIGLAL REGULATORY N �" REO)REMEN75 OR FOR OTHER PURFOSES IN GONNELTION WITH THE PROJECT 15 NOT TO BE CONSTRUED AS I O "er 1 I I I O I i FGBLIGATION IN DEROGATION OF THE ARGHITECT'5 COMMON LAN GOFYR'SHT OR OTHER RESERVED RIGHTS. ±- ----------------tea -----------------Y I I NEW WATER LINE Proposed House Relocation — --I ' - - - - - - - I Nlckolaus I I I II 5'-011 11 ; ' - - - - - - - - � � t` -r Residence - - - - - - - - - I i TO.Y PROPOSED 17555 Soundview Avenue SEPTIC Southold, New York 11971 11 61_x{11 II �'-10,1 11 /1_511 11 C11_:211 11 ''11�'—LLIO" LPA Architects, LLP A R C H I T E C T U R E P L A N N I N G www, Ipa - pIans • com NLemmen Paul Associates,Architects LLP FOUNDATIo�! PLAN WALL LEGEND 21 Greeley Avenue Sayville, NY 1 1782 SCALE: 1/4"-�'-n" Tel: 631 589 2914 Fax: 631 589 6935 Ipa-plans•com i t EXISTING WALLS REMOVED �J11W11LW.LLI CMU WALLS UNAUTHORIZED .ALTERATION NEW POURED CONCRETE WALLS OF ANY ITEM ON THIS DCGJMENT AA E A VIO,< TION OF Q� ��/� NEW YORIG STATE L.AW. Issue Date: JUL 0 8 2017 Project Date: JULY 2013 ��, b DScale: ,Q r JUL 1 0 2017 AS NOTED OF W: Project# Drawn: Sheet LUT.LDLNG DEET. 13023 EPH TOWN Off+SOUTHO'LD Job: Check: � NICKOLAUS KMP FOUNDATION / SECTION z Sheet Notes: O Plan notes: Finished Cellar J -ALL DEMOLITION $ DEBRIS MATERIAL TO BE c~ DISPOSED OF PROPERLY BY CONTRACTOR z -VERIFY ALL DIMENSIONS IN FIELD PRIOR 0 TO START OF WORK -ALL WOOD MEMBERS IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED PRESERVATIVE (PTP) LUMBER -SMOKE DETECTORS SHALL BE INSTALLED IN EACH SLEEPING ROOM, OUTSIDE EACH SEPARATE SLEEPING f— AREA, 4 AT EACH ADDITIONAL STORY OF THE z DWELLING, INCLUDING BASEMENTS 4 CELLARS, BUT NOT INCLUDING GRAWL5PAGE5 d UNINHABITABLE ATTICS. SMOKE ALARMS SHALL BE INTERCONNECTED n $ BE CLEARLY AUDIBLE IN ALL BEDROOMS IN ACCORDANCE WITH RGNYS SECTION 8315. EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATION, CHANGE OF OCCUPANCY, ADDITION OR RENOVATION SHALL BE PROVIDED WITH SMOKE ALARM AS PER APPENDIX J. RGNYS - APP. J - SECTION AJ403.2, EXCEPTION 2: z I SMOKE ALARMS IN EXI5TIN6 AREAS SHALL NOT BE REQUIRED TO BE INTERCONNECTED 8 HARD WIRED Q I WHERE INTERIOR WALL OR CEILING FINISHES ARE NOT REMOVED. 120 I RGNY5 - APP. J - SECTION AJ405.3, EXCEPTION I: BATHROOM TO BE PROVIDED W/ ARTIFICIAL LIGHT CAPABLE I CARBON MONOXIDE ALARMS SHALL BE INSTALLED OF PRODUCING AN AVERAGE ILLUMINATION OF & FOOTCANDLES IN BUILDIN65, BUT ARE NOT REQUIRED TO BE (6.46 LUX) OVER THE AREA OF THE ROOM AT A HEIGHT ABOVE INTERCONNECTED OR HARD WIRED WHERE EXISTING INTERIOR WALL OR CEILING FINISHES ARE NOT THE FLOOR LEVEL (8303.1, EXCEPTION 2) REMOVED. BATHROOM TO BE PROVIDED W/ -ALL NEW INTERIOR TRIM AND DOORS AS MECHANICAL VENTILATION A5 PER 8303.5 SELECTED BY OWNER (UON) ry� r - N I -ALL BUILT-IN CABINET CONFIGURATIONS I TO BE VERIFIED WITH OWNER (UON) I . -PROVIDE ROD # SHELF AT EACH BEDRM CLOSET n , - -- - _o- I AND 5 SHELVES AT ALL LINEN GL05ET5 NOW �- --I - - - - - - - - - - - - -- - - - - - - - - - -- - - -- - -- -- -- ------ ------- - ------- -- - --- -- - - -- - ------ -- - ---- -- -- -- -- - -- --. ci0 , AW281 : . I PROVIDE � INSTALL 'FANTEGH' #PBI 1 I I I PREMIUM BATHROOM EXHAUST AN , F , .+... ----- i Bath ;! - --- -- - - - - - -- - - - - --- - - -- - - - -- -- - - - - - - - - k - - -- -- -- TALL MIN. 4"� I6 GA. - - - - - - - - - - - - - - - - - - - ---- --- - -- -- -- - - -- -- --- --- --- r O DUCT TO VENT DRYER EXHAUST TO OUTSIDE 2 z m 4" c 3'-d I ,.':(. ,.'... ..., ;... : WALL. FURNISH $ INSTALL A BAGKDRAFT _ I I DAMPER DUCT TERMINATION. \ r- -- - LU 2X4 PTP STUD FRAME WALL W/ R-15 5PRAY FOAM INSULATION OVER I" (R-5) RIGID FOAM INSULATION BOARD m 2 I ADHEARED TO FOUNDATION WALLS \ I ro 6 - -- -- - - - ni - N New _ CD �/�/// I I I I I I �i - I I Utifi y/Storage = = New e h I \` Recreation Rm. I� z - - -- - - 1 1r - ----- -- -Cm :i, - - -,--- ,_ ;- of TJf I I I I I 11:`•: !. I I ----- -- ------- -- -- - - -- - - - - v TO I_ ILL G i I: I I Q r I I ew rt - Imo: N f \ •,.I•. I � •. N . I -- -- - - - - - -- -- - - - - - - - - - - - - - I b r- m Stora e 1 I - - - - - - - - - - - - - -- -- -- -- ' t-- -- -- -- - ----- -- - C ; ---- - I I — — +' I — — _ ——_ ———— ———_ Revisions; I 'LO6.17: A5 PER OWNER — — I __ _ - - - Y +'r' - - - -- '' ,• r - I I I ( ALL DRAWING°,-EGIFIGATION5 AND GOIIE5 THEREOF FURNISHED BY THE ARGHITPCT ARE AND SHALL REMAIN - ------ - -- --- - - - - -- --- - ----- -- - - - - - - - - - -- THE PROPERTY OF THE ARGH''TEGT THEY,ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT AND ARE i A R N T N NY 'H R NI R - .�: JEG SJB 5_ON 0 C 5 B.TIO, O _E 0 GIAL RGJL TORY I / r•�,�'�.:`;.`. I I REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE PROJECT IS NOT"G BE CONSTRUED AS — I FUELIC.A-ION IN DEROGATION Or THE ARCHITECT'5 G MMON AW PYRI6w1 R c-ER RESERVED � -- - -- - - --------------- ----, 0 L GO u G � _ RIGHTS. I GWI4 1- -- -- -- -- -- - - - I GWI4 -- -- --- --- - -- -- - ---- - - --- - - - - --- - I Proposed House Relocation -_ - -- -- Nickolaus — — — — — — — — � I I - Residence 17555 Soundview Avenue S� �( Southold New York 11971 S& N LPA Architects, LLP FINISHED CELLAR PLAN WALL LEGF_ND Q � A R C H I T E C T U R E P L A N N I N G SCALE: 1/4"=F-0" www. Ipa - pIans . com r — EXISTING WALLS REMOVED Total Proposed Added S.F. = 1,238 (Habitable space) EXISTING WALLS \0Lernmen Paul Associates,Architects LLP NEW WALL5 21 Greeley Avenue Sayville, NY 1 1782 Tel: 631 589 2914 Fax: 631 589 6935 Ipa-plans.com i UNAUTHORIZED ALTERATION Or ,ANY ITEM ON TH!5 DOrUIMENT ARC ISA VIOLATION LN NEW YORKR< STATE .AW. 7 Issue Date: �`t�'1N� JUL 0 8 2017 ,a� 4 ' Project Date: JULY 2013 -`'+~ b Scale: AS NOTED �QFr:��l ✓'• Project# Drawn: Sheet 13023 EPH Job: Check: A�6 NICKOLAUS KM FINISHED CELLAR 11 New York State 2010 Generals specifications LONG I Sheet Notes: Z Residential Code of N 5 ,8,50/81 S L A N D O CONCRETE WORK (R402-R40-1) Climatic & Geographic Desi n Criteria table R3 01 .2 (1) - �9" - � Climag - _ _ - � � U N D I. ALL CONCRETE WORK SHALL COMPLY WITH THE SPECIFICATIONS AND THE FOLLOWIN6 STANDARDS 1 - 5 8 • 11 c_ snow design design re 'd hazard Freezing AGI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILVIN65" �" `=�___-_= ��__ X6'16" E -15°14'24 E Z load Speed(mpll) Cat. Feathering frost termite decay temp. a Index - -- - _ - _ LATEST REVISION. �' _ - _ 103.75' N 33.8' TOWN OF 50UTHOLD 'R-80' RESIDENCE 120 G SEVERE 36 M-H II YES 1484-1448 AGI 302 "GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION" __ �_`�' -�_-__ _ _ _- ��-�.�,,�� SGTM # 1000-051-0I-2.1 45 LATEST REVISION. t(1� -_- �� U SINGLE FAMILY RESIDENTIAL AGI 311 "RECOMMENDED PRACTICE FOR CONCRETE INSPECTION" `-''- _ �_- _ classification: GONSTRUGTION CLASSIFICATION TYPE v-B LATEST REVISION. ttl" _== ____ '��.,- !-- -ro PRINCIPLE BLDG Use & occu anc _ - ` - _--__-:_�__ _ N p y - -__ _ - _ --_ � ; _ AGI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" w - - ~` �- �� ' _ �'.. 60 FRONT requirements: LATEST REVISION. EXISTING POOL 4 SURRouNDIN6 `��____ � - _ - - m TS,' REAR Typical code re a _ __-- __- -_ " yp AGI 34-1 "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK" STONE PATIOS TO BE REMOVED _-- =_•�- �� _ \� -ALL INTERIOR AND EXTERIOR WALL COVERINGS ARE TO BE INSTALLED IN ACCORDANCE WITH SECTIONS LATEST REVISION. CURRENT LOCATION OF ~ --- - _ 45' SIDE (TOTAL) 8'102.1, R-102.3 AND TABLE '702.3.5 AND '703.4 (SEE RG-I) _ °1 MEET THE REQUIREMENTS OF SECTION 8320 CONCRETE REINFORGIN6 STEEL INSTITUTE "MANUAL OF STANDARD EXI5TING POOL HOUSE „ -__ - -_�._____-_�� 1, --��. ��'- 35' HEIGHT -ALL INSULATION TO BE INSTALLED AS PER AND PRACTICE" LATEST REVISION. - __ � >�1'' 7 _ `- II 206 SF -ALL INTERIOR FINISHES SHALL BE FIRE RATED AS PER SECTION R520 AGI 305, 306 "MIXING AND PLACING OF CONCRETE DURING HOT AND ``\ ` , , \ �- �� EXISTING LOT COVERAGE 2 49b �' SITE AREA 3 TOP OP HL(.PP / __ " ',. GOLD WEATHER" LATEST REVISION. COASTAL F-RO51ON HAZARD LINE AS SCALED -� / / �'D --- I APPROXIMATE LOCATION OF EXISTING / _i L____, e �\ SEPTIC,SYSTEM TO BE ABANDONED, .. W -ALIGN ALL RAFT'ER5 OVER 5TUD5 FROM 'COASTAL EROSION HAZARD AREA MAP' ,I �° �I�N ^ PUMPED REMOVED, 4 FILLED IN W/ n' -ALL WALL FRAMING TO COMPLY WITH R602.10 THROUGH R602.10.10 2. BASEMENT, FOUNDATION, EXTERIOR WALLS 4 OTHER VERTICAL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 P51 a 28 DAYS. PORCHES, CARPORT5 4 GARAGE CONCRETE SLABS SHALL HAVE PHOTO NO. 55-518-83,SHEET 10 OF 49 . x1^' , , , L__ \ x -ALL NEW WINDOWS 4 DOORS TO HAVE A MIN. DP RATING OF 30 AS PER SEG. 8301.1.2.1 4 TABLE R301.2 A COMPRESSIVE STRENGTH OF 3500 P51 ® 28 DAYS. CONCRETE SHALL BE AIR ENTRAINED. / _ r-w^' x� GLEAN SAND t GRAVEL HOUSE••• ••• I,gB'7 Sr -----. ��----- -PROVIDE FOR BLOCKING AS PER SECTION 8602.8 TOTAL AIR CONTENT (5K BY VOL. OF GONG) SHALL NOT BE LESS THAN 5A5 OR MORE THAN '1 SK. `� / °' i ' i 7 '° �' ! �^ I� ;° �'° DETACHED GARAGE•••• ••••546 5F ° I/ I. j i I 1" CURRENT LOCATION OF EXISTING -ALL EXTERIOR WALLS TO BE SHEAR WALLS IN ACCORDANCE WITH WFGM 3.4.4.2 AND TABLE 3.1"1 A4B MATERIALS USED TO PROVIDE CONCRETE AND TESTING THEREOF SHALL COMPLY WITH THE LIMIT OF NATURAL VEGETATION POOL HOUSE 148 SF -ALL NEW PLUMBING FIXTURES TO BE IN ACCORDANCE W/ SECTION R30-I 4 FIGURE 830-1.2 APPLICABLE STANDARDS LISTED IN AGI 318 OR A5TM G 115-1. (R402.2) w� ��_ ��_ I '� .° �k,, W 2 I/2 STORY BRICK RESIDENCE __ l I r _.,+ � TOTAL............................... 2,681 5F LIMIT IN PROPOSED J - I I"; '- C� 5. ALL WELDED WIRE FABRIC REINFORCEMENT SHALL CONFORM TO ASTM A165, LATEST REVI510N. CLEARING L_r�,z_r�__� Ib°1 - LIMIT OF NATURAL VEGETATION Z TEMPORARY SOIL STOCK .- __ I I°.° ' 1 x . Loads table R301 .5 Deflection table R301 .7 4. ALL FOOTINGS AND GRADE BEAMS, SHALL BEAR ON UNDISTURBED 501L HAVING A MINIMUM BEARING PILE AREA,*800 5P , , ,� 1 LINE OF STRAW BALE A CAPACITY OF 2000 POUNDS PER SQUARE FOOT IN ANY WAY TO ANY PROPOSED STRUCTURE. IF 1, \ m USE DEAD LOAD LIVE LOAD STRUGTVRAL MEMBER ALLOWABLE DETERMINED BY THE ARCHITECT, THE ACTUAL SOIL BEARING SETTLEMENT CHARAC'TERISTIC'S SHALL BE EXISTING WALKS TO BE REMOVED 11e y1° I i ��`�M/ �\\ SILK SCREEN FENCE BACKING DEFLECTION ASSESSED BY A QUALIFIED SOILS TEST LABORATORY AND &EOTEGHNIGAL ENGINEER. THE OWNER SHALL LINE OF 100' SETBACK M y \ BEAR THE EXPENSE OF TESTING. FROM TOP OF BLUFF 1• , I °'° \\ 12 PSF 45 PSF RAFTERS HAVING SLOPES GREATER L/180 _- --- TEMPORARY CONCRETE WASHWr , • , PROPOSED 8'm X4'ED -102' _° e, �A �T144' AREA t 260 SF -ALL HARDENED ROOFS - THAN 3/12 W/ NO FINISHED CEILING MASONRY WORK (8404) sNtIMMIN6 Pool DISGHAR6>•RING ;1 DEBRs TO BE REMOVED AT THE ' ;,; e,° END OF GONSTRUGTION t J l F'F . PROPOSED RELOCATION OF ,' i _,'- _/ �� ' ATTACHED TO RAFTERS ' , FLOORS (SLEEPING) EXISTING POOL HOUSE -- ' - $ PROPOSED RELOCATION OF EXISTING qN2,. 12 PSF 30 PSF INTERIOR WALLS 4 PARTITIONS H/180 I. ALL MASONRY WORK SHALL CONFORM TO THE REQUIREMENTS OF AGI 530 / A5GE5 / TMS, 402 -103' ; /FF.1: - - �-•I , I 2 1/2 STORY BRICK RESIDENCE PROPOSED 40'X20' INGROUND POOL \ ', ' �� / `� .�! ' ', y 1 l� ) , ,.•. W FLOORS (NON-SLEEPING) 12 PSF 40 PSF FLOOR 4 PLASTERED CEILINGS L/360 2, ALL CONCRETE MASONRY UNITS SHALL CONFORM TO THE REQUIREMENTS OF ASTM Gq0-qq, LATEST W/SURROUNDING POOL TERRACE 1�a f-' W X , / . . ^ , . TERRACE FF EL:61.33 1►I e , ,° eo .. PROPOSED GRADING CONTOURS DECKS 10 PSF 40 PSF ALL OTHER STRUCTURAL MEMBERS L/240 REVISION, FOR FULL LOAD BEARING MASONRY UNITS WITH MAXIMUM COMPRESSIVE STRENGTH. It ,V__ I •. F �I`' . • ' �� EXISTING WELL LINE OF STRAW BALE W/ ;<r' , I uP TO BE ABANDONED BALCONIES 10 PSF 60 PSF EXTERIOR WALLS W/ PLASTER OR H/360 3. MORTAR TYPE SHALL BE SUITED FOR THE PARTICULAR ENVIRONMENT IN WHICH MASONRY 15 LOCATED SILK SCREEN FENCE BACKING I I;' W. �: ` ' '`` STUCCO FINISH 61VIN6 DUE REGARD FOR STRESS, THERMAL AND MOISTURE CONDITIONS AND COMPLY WITH QDO , EXISTING GARAGE ASTM 2.10 (R60.1.0 O g' 6F EL,54.I ORALE ClPSF 20 PSF EXTERIOR WALLS-WIND LOADS* W/ L/240 EXISTING ASPHALT DRIVEWAY TO BE I - I� � TO REMAIN ATTIC W/ ST MODIFIED AS INDICATED FOR PROPOSED r �' \ • exA ? BRITTLE FINISHES 4. PREMOULDED AND KEYED VERTICAL EXPANSION JOINTS SHALL BE LOCATED AT 20 FOOT INTERVALS. RELOCATION of Ex1sTING RESIDENCE -11 , -,r- ...;:: \44 ,1" - TEMPORARY CONSTRUCTION ENTRANCE, / SPECIAL SHAPED MASONRY UNITS CAPABLE OF TRANSMITTING SHEAR SHALL BE UTILIZED TEMPORARY CONSTRUCTION STAMN6 4 p � h I •.1- PROVIDE TRENCH DRAIN PUJMBED TO aPP�� < ATTIC, W/O STORAGE Cl PSF 10 PSF EXTERIOR WALL5-WIND LOADS* W/ L/120 UNITS CAPABLE OF TRANSMITTING SHEAR SHALL BE UTILIZED AT JOINT LOCATIONS. MATERIAL STORAGE ARBA t 800 SP ;, \0 n 8'm X 4'DEEP STORM WATER POOL "' i FLEXIBLE FINISHES 11 S. RUNNING BOND MA50NRY GOURSE5 ARE REQUIRED AT ALL LOCATIONS. 5 82°34'30" W 141.08' ��"� r 4(4 � }- GARAGE - 50 P5F *THE WIND LOAD SHALL BE PERMITTED TO BE . . 4.r°�,Q' (Z DATE- ( B F' n �` TAKEN AS, O.'7 TIMES THE COMPONENT 4 CLADDING 6• ALL INTERIOR AND EXTERIOR MA50NRY JOINTS SHALL BE TOOLED OR RODDED, NOT RAKED. N/O/F PROPOSED 1500 GAL SEPTIC TANK /a1r` ,I'P, N � Q RAILINGS 200 #/L-F LOADS FOR THE PURPOSES, OF THE DETERMINING W/e'm XIVED LEACHING POOL \ +'' FEE: � 4N,_0__ � 0•_F,\;. •/%,, Peconic Land Trust, Inc Z DEFLECTION LIMITS HEREIN. "J. TRUSSED GALVANIZED STEEL HORIZONTAL REINFORCING IS REQUIRED AT I6" MAXIMUM INTERVALS (Conservation Easement) F TEMPORARY CONSTRUCTION NOTIFY BUILDIA(- ''( 1 •-:"-�,1ENT /,T Room requirements 8303 throu h 8305 INGLUDIN6 CORNERS, INTERSECTIONS AND PILASTERS. HORIZONTAL JOINT REINFORCING SHALL BE PARKING AREA, t 1400 5F (, ( g ) OUR-O-WALL OR EQUAL. TO REMAIN DRIVEWAY 765 18U2 8 FiP I 1 t : : ,',i FOR THS LU `l F FOL N LO'JVING IN �'E ROOM AREA HEIGHT LIGHT AS VENTILATION 5� EGRESS 8. IN ADDITION TO REINFORCING INDICATED, &RADE 60 #4 REINFORCING DOWELS ARE REOUIRED AT - s� NMc I. FOUNUATI )N :_QUIRED 01-1 SITE PLAN i Michael McCallister FOR POUF;E[-) CC,", TF Q- 48" O.G. INTERVALS EXTENDING UPWARD ONE FOURTH THE WALL HEIGHT OR 30 WHICHEVER 15 NO WELLS WITHIN m I & Barbara Jones 15 GREATER, AND ENCASED IN &ROUT FILLED CELLS. FULL HE16HT #4 BARS ARE REQUIRED AT c1b" [�1 r 2. ROUGH FFr,".1"; ; = ";G INTERVALS WITH FULLY &ROUTED CELLS. BARS SHALL BE EMBEDDED IN CONCRETE FOUNDATION SCALE: 1"=40' 100' OF PROPERTY N W c __ _ _ S TRAPPING E! E,`7nv'�L & CAULKIN(7 SUFFICIENTLY TO DEVELOP ADEQUATE ANGHORA6E. 3. INSULATICNt SITE INFORMATION AS TAKEN FROM A SURVEY BY __._ NATHAN TAFT CORWIN III,LS.,DATED DEC. 18,2015 / PLUIv�IBli�� 4 FINAL-CONSI RUCT':l` '� ELECTRICAL STRUCTURAL STEEL (BG2203-BG2205) � Ir // �, ar MUST FE CO%` I ErR F::� , O. I. ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS HEREIN FILL PTE : ;INE NEED / 3 &OVATEFI LINES NEED ALL CONSTRUCTION SHPLL "SET THE INDICATED AND IN ACCORDANCE WITH THE REQUIREMENTS OF THE FOLLOWING STANDARDS. N PROPOSED \ __ / / TESTI"�G BEFORE GOV�RINS REQUIREMENTS OF THE CODES OF NE'.l WHERE CONFLICTS OCCUR, THE MORE STRINGENT STANDARD SHALL APPLY. Location nlap YORK STATE. NOT RESPONSIBLE FOR CIRCLE INDICATES ONE MILE RADIUS YrF - 4a � �� , C7(1lifiL DESIGN OR CONSTRUCTION ERRORS. RESIDENTIAL CODE OF NEW YORK STATE / ti RETAIN STORM WATER RUP�OFF Nickolaus Residence 17555 Soundview Ave Southold, NY 11971 , w 0'"I LEAD CO T`67,i1,P� BUILDING CODE OF NEW YORK STATE :.:...:..::.. :. .... ..: . . .:.: ....;::. ...:;;>:'': :.:..,..:_.:'�::"*:..::; ;.:. ;. ., : r -I�17�4L -1, .., , PURSUANT TO CHAPTER 2 3 6 F�T�f�I E I T :. ... . X' tl`. Iz.:. r .. . . .. . .. .. . Ht G , 0 T THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS AND STRUCTURES11. .:.�;.•;. I. .,:rl,,:;:' , t. m •� ...:, U L�Ir !.,.r t rus. • :. b SHALL BE IN ACCORD •�, ANCE WITH EITHER THE AISG LOAD AND RESISTANCE FACTOR DESIGN ,.;.:.' ° v � t r';�! Nr ^'T 1 ' :...'':"'::::11.I:'';t�,8,,.,.:,::.a :..',,. ;.t,: .,.,.; _ VJvf 1 1_ , : bt��v� ' �f;IVI ! .l '( C?C^ ,(� C - IFIGATION FOR 5TRUGTURAL STEEL BUILDINGS (AISG-LRFD), AISG SPECIFICATION FOR r'.'. ' :. .' ,.: . :::•,i�;,:' ' > DO NO b WITH SPEC :'' .: :.,l.,l.:, •.R� o ft- - ^, . ,�- . G. : ,::'.'.. . ,.::':... ... .. ... . G AREA OF NOT LE55 THAN - GN AISG-ASD OR AISG SPECIFICATIONS . . .: ,. .,. , . ........., iGri� �E`D y� , , ` FRAU; ,.. :.. . MS SHALL BE PROVIDED WITH AGGREGATE GLAZIN STRUCTURAL STEEL BUILDIN65 ALLOWABLE STRESS DE51 I ; .,..,. :':.:.'.. , .. ,.. :'.:; :;....,, ,.:.:..: . ,:;:,::<,'.:-::,.\.•,,,,,.:I, sF a C . , . �, .o LFl;:). �Y ALL HABITABLE RROI _ :. :. A OF SUCH ROOMS. NATURAL VENTILATION SHALL BE THROUGH WINDOWS 55 . WHERE REQUIRED THE :. . '. ..>:: .*:;.,I:;: ;; ; :. ::`:'..;:::.;::. , L 3: Roy p n; I,' r': 'I- 8.1. OF THE FLOOR ARE FOR THE DESIGN OF STEEL HOLLOW STRUCTURAL SECTIONS AISG 70-HSIS). . C :..:.:.:•:, .::..:......:... 1.00 ml iii`i:'i'.;`:.:<•" : f „' " . _.'.i ION H OPENINGS SHALL BE ORDANGE WITH THE ADDITIONAL .. m:.:",..,I,:; ;,:.;':.::::.,.. . 6H OPENINGS TO THE OUTDOOR AIR. SUCH SEISMIC, DE516N OF STEEL STRUCTURES SHALL BE IN ACG . •' .,.,,1,1, ...,......:..:... ......... - DGORS LOUVERS OR OTHER APPROVED .':.I'::.. :;.:.::r : ...: ,. . .: .. . i t..::..::: .:.. R , r: `.:.. SE BE READILY CONTROLLABLE BY THE BUILDING 212• ALL OTHERWI PROVISIONS OF BC 2 ;: t r';:: ,^'':i„_;:: ;.'_ Q 6 PROVIDED WITH READY AGGE55 OR SH ": '<<:: ,;.;;,.:.,;;,;,, Y' I � UTDOORS SHALL BE 4� OF THE <• N THE O ::.. I.I. , OGGUPA NTS. THE MINIMUM O PENABLE AREA TO ., fY1 n u • o FLOOR AREA BEING VENTILATED. (8303.1) ANSI/AWS DI.I STRUCTURAL WELDING GORE STEEL , LATEb. ST REVISION. ``:' ::,;,,; _ < M , * I. 4 z I EXC,EPTI ON: .. / r . .; ": E SHOP FABRICATED FOR BOLTED FIELD ASSEMBLY. FIELD °' .. . v _ WHERE MECHANICAL VENTILATION IS ALL FRAMING MEMBERS SHALL B " A ZCD AREAS NEED NOT B E PROVIDED IN ROOMS THE ..< ... <I:_;`:.:,. . ,. o TIS PROVIDED CAPABLE OF PRODUCING AN AVERAGE GUTTING OR DRILLING, WHEN REQUIRED, SHALL BE CLEARLY NOTED ON THE DRAWINGS. ALL PROVIDED AND ARTIFICIAL LIGHT . .. .. : X OVER THE AREA OF THE ROOM AT A HEIGHT OF Mi 6 MEMBERS SHALL CARRY AN EASILY VISIBLE IDENTIFYING MARK, EITHER STAMPED, ILLUMINATION OF 6 FOOTCANDLES (6.46 LU ) - :.. ',`.`Heshamomuck: t 1� 0 30" ABOVE THE FLOOR LEVEL. (R303.1, EXCEPTION 2) FRAMING I STENCILED OR PAINTED. 2 - PROVIDE 110 GFM MECHANICAL VENTILATION I'N BATHS WITH NO VENTING WINDOWS. (8303.3) W 1 1 I:': ':: : 30.0 F .:..''.'..:":.:' ..T rs on 3. ALL FIELD CONNECTIONS SHALL BE BOLTED. BOLTS SHALL BE MACHINE BOLTS CONFORMING ,:':':` I :•.. -13''2'113 Pone b TO ASTM SPECIFICATIONS A525 OR A4g0 AS SHOWN ON THE DRAWINGS. THE PAYING SURFACES ' " :i '' "nx zss 1 _,55.e ,S p Islnnd qg -�� Y OF ALL BOLTED CONNECTIONS SHALL BE SMOOTH AND FREE FROM BUIRR5 OR DISTORTIONS. 11 v • • .. . H TRO-ZING PLATED. Z. 6 E Z , ALL BOLTS SHALL BE ELECTRO-ZINC, ¢:564 11, V� ,P r co _dleons A N �ne� ��l C' ��. 4. ALL STRUCTURAL STEEL SHALL BE ASTM A-36 (FY = 36 K51) �� IA, Vv I�vN FABRICATION AND CONSTRUCTION WORK SHALL BE CONDUCTED IN ACCORDANCE WITH I. ALL DES V ` ORDINANCES INGLUDIN6 BUT NOT LIMITED TO THE E 3 4" AND ASTM A-325 0 APPLICABLE FEDERAL, STATE AND LOCAL CODES AND RD 5. ALL SHOP CONNECTIONS SHALL BE WELDED OR BOLTED. BOLTS TO / `. .. a ►7 DS TO BE ETOXX AND MEET AISG i;..':' I; O :y,A..-�,:s. f°OLLOWINO: AND MEET AISG SPECIFICATIONS, SECTION I.I6, WEL �� - . N _W.FGM 2001 SPECIFICATIONS, SECTION 1.17. ALL SPECIFICATIONS TO BE LATEST REVISION. a -""�' I` 'V, "I. I.i -RESIDENTIAL GORE OF NEVI YORK STATE 2010 •� , .,... � -ENERGY CONSERVATION CONSTRUCTION GODS OF NEW YORK STATE 2010 6. ALL WELDING SHALL BE DONE BY LICENSED WELDERS. µ "' -MECHANICAL GODS OF NEW YORK STATE 2010 s6 :^:2-,, ;�;4q� n ` ' Z Revisions: T -FUEL AND GAS CODE OF NEW YORK STATE 2010 T ALL STEEL DETAILS SHALL BE DESIGNED TO CONFORM TO ARCHITECTURAL REOUIREMENT5. �O �`a�,, WHERE CONFLICTS ARISE, THE MORE STRINGENT REQUIREMENTS SHALL APPLY. OQ ALL vRAwINGS,sPEUFlcnnoNS AND cDPIEs THEREOF FURNISHED BY THE ARCHITECT ARE AND SHALL REMAIN L2 THE PROPERTY OF THE ARCHITECT. THEY ARE TO BE USED ONLY WITH RESPECT TO THI5 PROJECT AND ARE THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR COOR✓INATION OF WORK WITH ALL TRADES SO THAT 6. ALL STEEL FLITCH PLATES TO BE THROUGH BOLTED WITH 5/8" DIAMETER 5TEE.L BOLTS AT I6" O.G. ° NOT TO BE USED ON ANY OTHER PROJECT. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY 2• \ ,,,d•� .. REpUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUED AS, NO CONFLICT OR DEFICIENCY RESULTS IN THE COMPLETED WORK• STAGGERED. PUBLICATION IN DEROGATION OF THE ARCHITECT'S COMMON LAW COPYRIGHT OR OTHER RE5ERvED RIGHTS. 0 mi 0.2 0.4 0.8 0.0 1 1.2 5. THE ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION OBSERVATION AND A55UME5 NO 1 RESPONSIBILITY FOR CONSTRUCTION AC'TIVI'TIES. 4. THE CONTRACTOR SHALL OBTAIN, PRESENT (EVIDENCE OF, AND PAY FOR ALL PERMITS NECESSARY STRUCTURAL LUMBER (8502, 8602, 8802) TO CONDUCT THE WORK AND COMPLETE THI5 CONTRACT. THE CONTRACTOR SHALL OBTAIN THE BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY AND ALL REQUIRED APPROVALS. ALL WORK SHALL I. ALL FLOORS, WALLS, CEILINGS 4 ROOFS SHALL BE DESIGNED AND CONSTRUCTED IN Abbreviat1_ons & Symbols Area calculations Proposed House Relocation BE PERFORMED IN STRICT ACCORDANCE WITH THE R.EGULATION5 AND REQUIREMENTS OF THE VARIOUS OR IN ACCORDANCE WITH THE SPAN TABLES FOUND IN THE RESIDENTIAL GODS OF NEW YORK STATE CIVIL AGENCIES HAVING JURISDICTION THEREOF. OR IN ACCORDANCE WITH AF4PA / NDS AND ASCE-"i. Nickolaus UPON COMPLETION OF THE WORK PROVIDED' FOR IN THI5 CONTRACT, AND BEFORE FINAL PAYMENT SHALL ALUM ALUMINUM DESCRIPTION AREA REMARKS BE MADE, THE CONTRACTOR SHALL FURNISH THE OWNER WITH ANY NECESSARY CERTIFICATES OF 2. ALL LUMBER SHALL BE DOUGLAS FIR CONSTRUCTION GRADE #2 OR BETTER WITH THE FOLLOWING BF 151-FOLD ,�, 5EGT/DTL # EXISTING FIRST FLOOR I,gB'i r_.'! OCCUPANCY OR CERTIFICATES OF COMPLIAkNGE ISSUED BY THESE VARIOUS AGENCIES. MINIMUM 5TRE55 &RADE5: BRN6 BEARING ® GON5T. NOTE AN, 5. ALL DIMENSIONS INDICATED ON THE DRAWIN65 ARE APPROXIMATE AND ARE SUBJECT TO REVISION AS GJ GEIL!NG JOIST SHEET # EXISTING SECOND FLOOR 417 5F^ Residence PER ACTUAL FIELD CONDITIONS, THE DISCRETION OF THE OWNER, AND AS DIRECTED AND/OR APPROVED BENDING STRESS FB = BA5E1 875 ADJ= 1107 P51 GK CEILN BY THE ARCHITECT. SHEAR STRESS FV = q5 P51 GLNG GEIL:NG � DTL # EXISTING DETACHED GARAGE 546S EXISTING TO REMAIN 6. THE HE ARCHITECT. SHALL SECURE CONSTRUCTION SITE IN ACCORDANCE WITH ALL APPLICABLE SAFETY MODULUS OF ELASTICITY E= 1.6 X 10 P51 GO CLEAN OUT / CASED OPENING �5 DEMO NOTE OT COLLAR TIE . STANDARDS. THE SHALLCONTR SHALL CONDUCT ALL WORK TO PRECLUDE THE EFFECTS B WEATHER CONT GON71N0005 # SHEET # EXI5TING POOL HOUSE 148 SF EXISTING TO REMAIN 17555 Soundvie��: Avenue ST COMPLETED WORK, OR WORK IN PRO6Rlr55. 3. ALL FRAMING BRACKETS AND ANCHORS SHALL BE 16 GAUGE GALVANIZED STEEL BY SIMPSON OR EQUAL. GMU GON RETE MASONRY UNIT RESPONSIBILITY AND EXPENSE OF TEMPORARY ENCLOSURES E PRE55URE TREATED PRESERVATIVE (PTP) TIMBER. D DRY=R 02 DOOR TAG # INT. ELEV. # Southold, New York 1197 1. THE CONTRACTOR SHALL ASSUME ALL RES 4, ALL WALL PLATES BEARING ON CONCRETE SHALL B WHERE NECESSARY OR WHERE GALLED FOR IN THE DRAWIN65. DIA DIAtiTER # # SHEET 8. ITEMS SUSTAINING DAMAGE DURING THE CONSTRUCTION PERIOD SHALL BE REPAIRED AND/OR 5. ALL LOAD BEARING DIMENSION LUMBER SHALL BE IDENTIFIED BY A GRADE MARK OR A DJ DEC", JOIST REPLACED TO THE SATISFACTION OF THE OWNER AND TO THE APPROVAL OF THE ARCHITECT, AT THE LUMBER GRADING IE INSPECTION AGENCY THAT HAS BEEN APPROVED BY AN ACCREDITATION DN DOVW GONTTZAGTOR'S EXPENSE. BODY THAT COMPLIES WITH DOG PS 20. EN EACH ESHER A WINDOW TAG Q REVISION q• THE CONTRACTOR SHALL CONDUCT ALL WORK IN SUCH A MANNER 50 AS TO NOT IMPAIR THE 5TRUGTURAL FAI FRESH AIR INTAKE LPA Architects, LLP / I INTE6RITY OR STABILITY OF ADJACENT STRUCTURES, EQUIPMENT, OR UTILITIES. SHOULD DAMAGE OCCUR FF FINISHED FLOOR AS A RESULT OF THE WORK, THE CONTRACTOR SHALL REPAIR OR REPLACE SAID DAMAGED ITEMS. THE PLUMBING AND HEATING WORK (P2502, I$ R505.8) FJ FLOOR JOIST ARCHITECTURE P L A N N I N G CONTRACTOR SHALL BEAR ANY AND ALL COSTS ASSOCIATED WITH WORK DISCONTINUATION, MATERIALS - FR FIRE RATED W W W. I p a - p I a n s . c o m c TESTING, REPAIR AND ALL MISCELLANEOUS RELATED ITEMS. I. PLUMBING - SANITARY, GOLD AND HOT WATER, AND ALL OTHER PIPING SHALL CONFORM TO &ALV GALVANIZED • 10. THE TERM "OWNER" SHALL REFER TO THE LEGAL OWNER OF THE PROPERTY AND PREMI5E5 AND ITS ALL LOCAL, COUNTY 4 TOWN REQUIREMENTS AND THE REQUIREMENTS OF THE HT GYPSUM WALL BOARD Riser diagram (no scale) MINIMUM PIPE INSULATE.'%N SHALL COMPLY ry TABLE 504.5 OF THE ENERGY AGENTS OR REPRESENTATIVES. RESIDENTIAL CODE OF THE STATE NEW YORK. HT HEIGHT CONSERVATION CONS lzUGTION GORE OF NYS. 11. THE CONTRACTOR'S AGREEMENT TO ENTER INTO THE WORK SHALL SUFFICE AS THE CONTRACTOR'S LVL LAMINATED VENEER LUMBER 21 Gr e l Paul Associates,Architects LLP MEM MEMt3RANE 2 I Greeley Avenue Sayville, NY 11782 ACCEPTANCE OF THE TERMS SPECIFIED HEREIN, AND SHALL BE INCORPORATED INTO ANY AND ALL 2. THE USE OF LEAD SOLDER IN PIPING JOINTS 15 STRICTLY PROHIBITED UNDER LAW. MF6'D MANJFACTURED Tel: 63 1589 2914 Fax: 63 1589 6935 z 1°"`''b AGREEMENTS BETWEEN OWNER AND CONTRACTOR. NT5 NOT TO 50ALE 19 12. THE CONTRACTOR SHALL DETERMINE AND/OR VERIFY THE ACTUAL LOCATION OF ANY AND ALL 3, ALL HY17RONIC HEATING SUPPLY AND HOT WATER PIPES SHALL BE INSULATED. O.G. ON (',ENTER Ipa-plans.com z UTILITIES, ALL SUPPLY, WA5TE AND HEATING PIPING AND RELATED ITEMS PRIOR TO COMMENCEMENT OF PG POUI*-'.EV CONCRETE �� WORK. ALL COSTS INCURRED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 4. HEATING SYSTEM SHALL BE EXISTING TO REMAIN. CONTRACTOR TO MODIFY AS, REQUIRED TO BE PTP PRE=' � TREATED PRESERVATIVE R 8151::18 15. THE CONTRACTOR SHALL, AT ALL TIMES, PROVIDE CONVENIENT AGGE55 AND SAFE AND PROPER SUITABLE FOR COMFORT HEATING IN ACCORDANCE WITH THE REQUIREMENTS OF THE RD ROC'F DRAIN FACILITIES FOR THE INSPECTION OF ALL PARTS OF THE WORK. ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. REF REFI,tIGERATOR 14. ANY MATERIALS OR WORKMANSHIP FOUND ,AT ANY TIME TO BE DEFECTIVE OR SUBSTANDARD SHALL BE uN UTHORIZED ALTERATION - REG REQ.IIRED OF ANY ITEM ON THIS DOCUMENT RR ROGF RAFTER FROM EXISTING PLUMBING 15 A VIOLATION L ' REMEDIED AT ONCE, REGARDLESS OF PREVIOU5 INSPECTIONS. 5. THE PLUMBING CONTRACTOR SHALL OBTAIN ALL PERMITS 4 PAY ALL FEES REQUIRED FOR NEW YORK STATE LAW „ ' �_ _I 15. ALL MATERIAL AND ITEMS INDICATED ON THE CONTRACT DRAWINGS, DIRECTED BY THE ARCHITECT HIS WORK. 5GDH5 SUFf'OLK COUNTY DEPARTMENT , � AND AS PER SITE CONDITIONS DEMAND, SHALL BE DISP05ED OF PROPERLY IN APPROVED OF HEALTH SERVICES Issue Date: ",� •. , CONTAINER OUT O?= THE PATH OF CONSTRUCTION AND AWAY FROM THE PUBLIC, OUT OF THE PATH OF 5H 5H0!VER ` ' �� ` AND AWAY FROM PUBLIC AND VEHICLE TRAFFIC, AND TO BE CARTED TO APPROVED SK SINK; IST FLR � '� `�� ..,, . a M ' CONSTRUCTION A LAND FILL SITE BY LICENSED GARTERS. ELEGTRIGAL WORK E33OI T TRE-11 ( ) TS TERh11TE SHIELD AD Project Date: �� ; ,:� '� I6. ALL NEW WINDOWS AND SKYLI6HT5 TO BE MANUFACTURED BY ANDERSEN CORP., BAYPORT, MN. TYP TYPICAL JULY20I3 J. ` OR EQUAL . ALL WINDOW TYPE5 AND SIZES SHALL BE AS INDICATED ON THE CONTRACT DRAWIN65. I. UON UNLE:35 OTHERWISE NOTED . WINDOW GLAZING SHALL BE H16H PERFORMANCE OR "E" TYPE GLAZING. FURNI5H FIBERGLASS INSECT ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RESIDENTIAL GORE OF VIF VERIFY IN FIELD EXTEND EXISTING WASTE LINES'DROPS TO j'E SCREENS WITH ALL NEW WINDOWS. NEW YORK STATE, THE NATIONAL ELECTRIC, CODE, THE LOCAL POWER CO. AND ALL W WASHER NEW 4" MAIN WASTE LINE AS REQUIRED Scale: " r ,� '' IT THE CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS OF THE SITE PRIOR TO STARTING OF APPLICABLE LOCAL REGULATIONS. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY W/ WITH% � _rn v g ALL FEES REQUIRED FOR HIS WORK. THE CONTRACTOR SHALL HAVE THE INSTALLATION WH WATER HEATER FAI < WORK AND HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK AS NOTED t .-' AGREE WITH SAME. INSPECTED AND APPROVED BY AN INSPECTION AGENCY OF THE FIRE UNDERWRITERS WWM WELTED WIRE MESFf 18. IF IN THE COURSE OF CONSTRUCTION, A CONDITION EXISTS WHICH DISAGREES WITH THAT AS ASSOCIATION AND SUBMIT A CERTIFICATE OF FINAL APPROVAL BY THE INSPECTION AGENCY CO 411 Project# Drawn: Sheet INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT. UPON COMPLETION. WALL LEGEi`�D 13023 EPH SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE TO WORK, HE SHALL A55UME ALL 2• SMOKE DETECTORS SHALL BE FURNISHED AND INSTALLED AS INDICATED ON DRAWING5 AND IN -------- r HOUSE TRAP 15 5GDH5 APPROVED i- � EXI.aTING WALLS SANITARY SYSTEM Job: Check: A�i RESPONSIBILITY AND LIABILITY AR151NG THEREFROM. ACCORDANCE WITH APPLICABLE FIRE SAFETY AND ELECTRICAL GORES. ------- RE1r1OVED CELLAR NICKOLAUS I<MP Iq. &RAVING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY FROM HOUSE AND BLEND INTO EXISTING. 20. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. S. ALL ELECTRICAL FIXTURES, SWITCHES AND ACCESSORIES SHALL BE SELECTED BY THE OWNER. � EXI:iTING WALLS � 21. IT 15 THE INTENT OF THESE DRAWIN65 TO EXPLAIN THE REQUIREMENTS OF THE PROP05ED . CONSTRUCTION. HOWEVER, FIELD CONDITIONS MAY AR15E DURING CONSTRUCTION THAT MAY NOT �� NEW WALLS VER HAVE BEEN EXHAUSTIVELY DETAILED. Sheet Notes: O 34'-5 I/2" q'-5" 28'-7" Foundation notes: D DC (M•o•) - BACKFILL BELOW FOOTINGS IF REQUIRED, SHALL BE DONE HAVIN6 A 25 I DAY COMPRESSIVEG ONCRETE z 5TREN H OF 3,000 P5I. Z Q I - ALL FOOTINC75 SHALL HAVE A MIN. OF 3'-0" U 2 OF COVER. FILL d TAMP I - PROVIDE "KARNAK, ONE-GOAT" WATERPROOFING FOR SLAB ABOVE OVER ALL FOUNDATION WALL5 BELOW GRADE. - PROVIDE b MIL. POLYETHYLENE VAPOR BARRIER UNDER ALL CONCRETE SLAE35 ON GRADE F— -ALL DEMOLITION d DEBRIS MATERIAL TO BE ' =::i''' ` `'` `'' `•• 1"•i l - DISPOSED OF PROPERLY BY CONTRACTOR st W I T------ ,' „-- CL b I I g-1 cV I PROVIDE FLOOR DRAIN -VERIFY ALL DIMENSIONS IN FIELD Ci TYP — t - NEW RAILING A5 REQ'D cV PRIOR TO START OF WORK m — --------------------------------g------------------------------ — + I'll Itis_ AW281-- ------------------ ------------------ --- m ., ..,.. ,♦ • ..:.-. .. a - : ... •' i-..!• ♦ ! .'I iti'.r••.—•i,;`.ri�'.! _'_.: :.��i...4r. ' rJ,M—• . •rL+.:•. • .•.Lii/ • ..,. ... .. . . . .. . ..._ ..._.:.._...... .,,•.. .•:.. ...,,._:.:;,-.. . . .:::: , .,,�.. to I`.,'. :�:. . ,:,.T':,:�:•:-.;::,;T:•. SSURE TREATED PRESERVAT VE _ OOD KERS CONTACT ITH CONCRETE I ;»�:." =•=r+;:;r:;•• ,-.= TO BE PRE I (PTP) r— 1 1 i 1 {ate, - a:,d r I ,w 1 -s� '1 F. LUMBER I _____ _ I L B I ' ' I t---- -----I `r --------- i -ALL NEW EXPOSED 5LA55 ON GRADE 4 GARAGE , , i i 't" j ! I ';';,�'�• • cn SLABS SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 3,500 P51. SEE TARE R402.2. ON RG-1 I2" POURED CONCRETE FOUNDATION WALL W/ II 1 O� i i I cn I ' UP I 1 4 BRICK SHELF, KEYED TO 10 X 20 POURED II-O tr 521-21/21, 1 8" I?'-7" I-O" I I :; 1 O o CONCRETE FOOTING. ALL CONCRETE TO HAVE A - I I :. I ;fl m MINIMUM COMPRESSIVE 5TREN6TH OF 3000 P51 .71-1111 ® 28 DAYS. ALL FOOTINGS TO REST ON New –. 1 UNDISTURBED 50 MINIMUM SO BE RING OF I TON/S.F. W/ At MINIMUM OF 36" OF COVER _ TYP Cellar ' -:�l-. = '` \ I}'`; :`; ':.`;;: = 2 BEAM POCKET (TYPICAL). SHIM GIRDER WITH W 1 ('1'.. I = 4 - ® � / TING GIRDER TO( I I j _ r-- ---------- t O STEEL SHIMS ONLY- PACK POCKET WITH I I ;V7 b ;,' I 4 P.G. 5 i +Z NON-SHRINK GROUT TYP '� I = - _ ® 2-1.15X11.88'. IGROLLAM LVL 2-I.TS 1.88 IGROLLAM LVL t- ~ y ;r;r'.;:; •'.' 4 = Q l I \ 1 /,� O Z ABOVE BOPROVIDE ILER S.F. 5/8" TYPE ..X.. G.W.B. -7 EXISTING GIRDER TO REMAIN ,. =,.• 1 N 91, 11 +' :};; ; N O l N 4) 3 1/2" DIA. SCHEDULE 40 STEEL PIPE COLUMN W/ `•• ' I t-- �.. x ;I*� ry � in � •��., ��• '•'� I ~ ~ � ':.�� l \ \ 3-I/2"X6"X3/8" GAP PLT 6 b"X6"XI/2" BASE PLT ON tf1 - 2-1.15X .25 I.qE TJ LVL-FL m :s'. - , z_ I \� 24"X24"X12" P.G. FOOTING W/ 3 #4 BARS EACH WAY tu 23'-II" '-0" '-3 I/2" b'-4" 5'-4" x_x I '_;� I 8'_�� NEW PINE BOX OAK TREAD STAIRCASE WITH 8 -- --- N I ry RD OD 5 5EL. B O R TO COMPLY Q , r :: ;; ' m WITH 8314 8315 of THE RES. CODE OF NYS. i 6 , � _ 1 Cellar T ,� I �`� m © 51MPSON HDUS SHEARWALL TIEDOWN ADJACENT l ----- ---- ----- 1 I .;, . ABOVE I TO DOUBLE STUD AT WINDOW OR DOOR ` (SEE UPLIFT CONNECTIONS SHEET RG 2) I l �� tV -15XTI. CVL :,:.: :•�,•.... .-:-r_ `.� 't ;�', `\ J \ 4" P.G. 5LAB - r• — --- ----'-- 7:C. -s i.. ;" ' ::. ,1 t T ----- ------Y 1 I + PROVIDE 4 INSTALL 5/8"� X 12" ANCHOR BOLTS d ` ® 36" O.G. W/ ?" MIN. EMBEDMENT. - SEE RG-2 CL N t 8 ` I I _ ® PROVIDE 2 4 BARS ® 32" VERTICALLY r.. ty I : �. I TYP I I I .'.' t PLUMB TO DRAINAGE POOL .D f.•'•,. I _ n I I ----_ AT EACH INTERIOR CORNER i I ---- -- -- -- -- A- --------------------- ------- -------- - - - - ----- -- - -r— -- ===f--- ------ I I I I t VIA 4" PVG SDR 35 PIPING 1 i t j •, i; I ` l toy •, .. ... d:••"r.: ''!'. yi:_. .t:hr - ' -t•• t:o;'•oL'•TY-_ - ___ __ _________• I = I '�,"• ` - - - – --------------- A I :1 nn '1 I I I - a, I .1 I I — I '•J:,-iii-.-•' •:.'i^:'•i Il :h:t , �� m I I ___ _____ _________________________ __ 1 8 _ , .�;, l _ 10-8 Construction Notes: 30-3 , ++ I �• I I-O cV I r.; tl','.': I l I TYP ROOF: ,'. I 1, ;'�t I I FILL 4 TAMP EXISTING TO REMAIN I V n �' a ed i t� -:1':. 2X8 RR ® Ib" O.G. : , FOR 5LAB ABOVE I NEW WATER LINE �y ;'I:i; . T' , i FILL 8 TAMP j• I I �' I WALL: --------------- 4" BRICK VENEER TO MATCH EXISTING �,, I 1 .�.• � I t IST FLOOR: - — _ — — — — — ' I ------------- – I I --� : I I ----____-� j: *- _ -It , ---------a l I I I FINISH FLOOR ON 3/4" T46 PLYWOOD ''''• , ' t - 5UBFLOOR (5TURD1-FLOOR OR EQUAL) it I I JOISTS ® Ib OG U N 2 X IS 5 O SEEP PLAN) ( N) o ---------------a + -------------- 4 i ---------------s-.•----- - 1 — — — — — — — —t OVER TERMITE SHIELD .. ..,. �. -•- • .•• .� (2) 2 X b PTP PLATES ON SILL SEALER M FILL 4 TAMP FOR SLAB ABOVE FOUNDATION: 5/8"(P X 12" GALVANIZED ANCHOR BOLTS AT 36" O.G. 4) L — — — -t WITH 3" X 3" SQUARE BEARING PLATES f MIN 12' AT CORNERS 4 AT LAPPED MUDSILLS TO 12" POURED CONCRETE FOUNDATION WALL ICK SHELF, KEYED TO 0 10" X 20" P.G. FOOTING W/ (2) #4 BARS CONTINUOUS U PROPOSED 4I P.G. 5LRAB OVER b MIL FOLY VAPOR BARRIER SEPTIC Z N KARNAK ONE-KOTE WATERPROOFING T.O. RIDGE �✓'-I" T-8° Q'-10" "i'-�1" '-I I" EL:5-7.65 Ir q I'-21/2" - 73'-10 1/2" \ `� Revisions: ALL DRAWING5,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND SHALL REMAIN 7 THE PROPERTY OF THE ARCHITECT. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT. SiiBM1551ON OR 015TRIBJTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE PROJECT 15 NOT TO BE CONSTRUED AS A PUBLICATION IN DEROGATION OF THE ARCHITECT'S COMMON LAY{COPYRIGHT OR OTHER RESERVED Rill A 1 Proposed House Relocation N . FOUNDATION PLAN WALL LEGEND Nickolaus SCALE: 1/4"=V-101" - r - EXISTING WALLS REMOVED 4 --- — — Bath #3 clst Exist. #4 Residence F1111 1111111 CMU WALLS 17555 Soundview Avenue NEW POURED CONCRETE WALLS Southold, New York 11971 T.O. SUB FLR EL:-70.q (2NDFLR) _ LPA Architects, LLP ARCHITECTURE PLAN N I N G www. Ipa - pIans . com Exist. Exist. nin Rm. Encl sed Porch Lemmen Paul Associates,Architects LLP \ 21 Greeley Avenue Sayville, NY 11782 NEW BLUESTONE TERRACE \ Tel: 631 589 2914 Fax: 631 589 6935 �`°°`'r OVER 4" P.G. SLAB \ Ipa-plans.com 2-1.75X7.25 I AE TJ LVL-F U5H \ `° T.O. SUB FLR EL:62.0 (15TFLR) EXISTING FLOOR SYSTEM TO REMAIN --------r— -------- NEW BRICK VENEER — — 2-1.75X11.88 IAE TJ LVL ------ x TO MATCH EXISTING UNAUTHORIZED ALTERATION I,. NEW GRADE I, II ur ! OF UMENT F, ANY ITEM ON THIS DOG IS A VIOLATION OF /.•' �� ` '" `� dJ EL:60.0 NEW YORK STATE LAW. — - u; Issue Date; ��i a++ 1,l -.-...--. pr R u New MAY 15 2014 Cellar 4 3 Project Date: - JULY 2013 4 • t _ I iv ---- AS NOTED - T.O. SLAB ' i "' »_._.. EL:53.42 (CELLAR) Project# Drawn: O 1 .I. �� ,�� ;,I I : � '�, �, I' O I,.. 1 Sheet — III .6 ''III . �I� �� " �_——� IIIA 1 13023 EPH Job: Check: e BUILDING SECTION A-A NICKOIAUS KMP SCALE: 1/4"=1'-0" FOUNDATION / SECTION I I Sheet Notes:z O I I , i I t ' Plan notes: I New { { � � � I � -DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS Ter ac - ! = I --- ...I AND AROUND ALL OPENINGS. F- I , �---- I -----r-- � STONE INSTAL BRIDGING IN ALL FLOOR 4 FLAT ROOF JOISTS, CEILING J015T5 d BEAMS. BRIDGING SHALL z I BE INSTALLED ® V-011 0.0 MAX 4 SHALL BE 50LID O iI i I I GAUGE IGE METALSTRAP BRIDGING. MEMBEOR 18 I ; i U i � ; I I r _ I I I i I � I I i --�_-�- i _r—I—i I � -�------' i � -----i- � -PROVIDE GATS AT ALL LOAD BEARING WALL5 -ALL DEMOLITION d DEBRIS MATERIAL TO BE o I P15POSED OF PROPERLY BY CONTRACTOR cn II -VERIFY ALL DIMENSIONS IN FIELD PRIOR ° 0 I TO START OF WORK 57 I -ALL WOOD MEMBERS IN CONTACT WITH CONCRETE w Pwdr LndrY LTO BE UMBER PRESSURE TREATED PRESERVATIVE (PTP) CL Exist. -SMOKE DETECTORS SHALL BE INSTALLED IN EACH Dining Rm.- I I : SLEEPING ROOM, OUT5IDE EACH SEPARATE SLEEPING TO REMAIN Exist. SD AREA, 4 AT EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS Q CELLARS, BUT Kitchen NOT INCLUDING CRAWLSPACES d UNINHABITABLE 15D I z TO MATCH IS IN EXISTING CONDITIONS PATCH FLOOR TO REMAIN ATTICS. SMOKE ALARMS SHALL BE INTERCONNECTED REMOVE C d BE CLEARLY AUDIBLE IN ALL BEDROOMS IN ACCORDANCE WITH RGNY5 SECTION R315. EX15TINS BUILDINGS UNDERGOING REPAIR, ALTERATION, CHANGE i ( I OF OCCUPANCY, ADDITION OR RENOVATION SHALL BE i -- ---� �> °°O PROVIDED WITH SMOKE ALARM AS PER APPENDIX J. m f Exist: , Livor Rm.. Exist. RGNY5 - APP. J - SECTION AJ403.2, EXCEPTION 2: O ° SMOKE ALARMS IN EXI5TING AREAS SHALL NOT BE TO REMAIN I Master Bedrm. I REQUIRED TO BE INTERCONNECTED d HARD WIRED TO REMAIN WW HERE INTERIOR ALL OR CEILING FIN15HE5 ARE NOT L--- I RGNY5E- APPDJ - SECTION AJ405.5, EXCEPTION I: v7 ( CARBON MONOXIDE ALARMS SHALL BE INSTALLED PROVIDE NEW CELLAR STAIR IN BUILDINGS, BUT ARE NOT REQUIRED TO BE AT EXISTING CLOSET ° Mstr bath I INTERCONNECTED OR HARD WIRED WHERE EXI5TING INTERIOR WALL OR CEILING FIN15HE5 ARE NOT 0 REMOVED. a i 71', I I OI 51MP50N HDU5 5HEARWALL TIEDOWN ADJACENT —� NEW BLUESTONE FLOOR DN ;i , - ' AT WINDOW OR DOOR ABOVE W/ BRICK BORDER �' UP I (S DOUBLE STUD_ -_ -__ "_ (SEE UPLIFT CONNECTIONS SHEET RG-2) NEW PINE BOX/OAK TREAD STAIRCASE WITH HARDWOOD RAIL AS SEL. BY OWNER TO COMPLY { I WITH R314 4 8515 OF THE RES. CODE OF NYS. - I I _ N J I - --' EXiSt. i---- ; L_-,I -- - i I Enclose P�rci TExist. --- errace1 i j f i TOI REMAIN G j I I Ij Den TONE- ; TO REMAIN I _ I "TT-i-I i ; i � l til ! i ; i � ► i i i i � : _ , , I Ne I , P rch- ; 4 I i 5T0� i �1-IO° t �1-211 V N ro cV CD N A M 0 FIRST FLOOR PLAN SCALE: 1/4"=I'-O" = EXISTING TO REMAIN r------------------1 o j 1 � I N I I I I o I L6 I Bath #2 i Revisions: o . ALL DRAWINGS,5PECIFICATION5 AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND SHALL REMAIN C I THE PROPERTY OF THE ARCHITECT. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT AND ARE O NOT TO BE USED ON ANY OTHER PROJECT. 5 EMISSION OR D15TRIDMON TO MEET OFFICIAL REGULATORY • ° I REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE PROJECT 15 NOT TO BE CON5TRL'ED AS 1 PUBLICATION IN DEROGATION OF THE ARCHITECT'S COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS. Exist. (D Bedrm. #2 I TO REMAIN Lin Bath #3 it I I Proposed House Relocation . I Nickolaus Residence I 1 Lin I I 17555 Soundview Avenue -------- Southold, New York 11971 I SD DN , I I — I ----- I LPA Architects, LLP I SD SD j ARCH ITECTURE PLANNING I www. Ipa- pIans . com � I � I � Lemmen Paul Associates,Architects LLP Exist. Exist. I ------------------- --- --------------- 21 Greeley Avenue Sayville, NY 11782 Bedrm #3 Bedrm. #4 1 Tel: 631 589 2914 Fax; 631 589 6935 Ipa-plans.com �p TO REMAIN TO REMAIN 1 I I _ UNAUTHORIZED ALTERATION .« OF ANY ITEM ON TH15 DOCUMENT 15 A VIOLATION OF .--- NEW YORK STATE LAW. Issue Date: -4 MAY 15 20V Project Date: i - --———————————— ——————————————� i I JULY 2013 Scale: 'TI AS NOTED Project# Drawn: Sheet 13023 EPH NJob: Check: A�3 - SECOND FLOOR PLAN -TIIIS HOUSE IS LOCATED IN A WIND BORNE DEBRIS AREA NICI<OLAUS KMP SEE RC-2 FOR WINDOW SHUTTER DETAIL SCALE: 1/4"=I'-O" EXISTING TO REMAIN FLOOR PLANS Sheet Notes: O ry" T.O. RIDGE NEL:5-7.65 Z O U cn 37 LU IZ Z_ C) JIF E X 1 5 T I N 6 TO REMAIN-IFILil lull O \ m T.O. SUB FLR . (/) EL:-10.G (2NDFLR) LLJ - - 111FIF TT Q Z_ T.O. SUB FLR Li 11 Auk— - — - — - — - — - — - — - — EL:62.0 (ISTFLR) J LU r�--,1-----i�------------- I ----------------- I------------- ---- I --———————— ----------- I ---------------- I------------------------------------ 1r— —�� —' 1 — r'— —' �— —ice --LI I I I I 1 IT j I j I I I I PATCH BRICK VENEER I ' I I I I I j I 3 TO MATCH EXI5TIN& r I I T.O. SLAB _ I I I I . I . — EL:55.42 (CELLAR) rL-i i -----r7---------------'-i-----------------i�-------------- --rl--------- ----------------•r-------------------ri-------------------------------------- ' ---------------`� L—J------I-----------------I------ - -----------L----------------�----1---------------------------------------------L--------------------- --------------------L----------------J SOUTH"ELEVATION tSCALE: 1/4"=V-011 N M N O M O N 7 O N b V k T.O. RIDGE Z i N V- C) N Ui Revisions: m ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FVRN15HEO SY THE ARCHITECT ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THEY ARE TO BE USED ONLY WITH RESPECT TO TH15 PROJECT AND ARE U NOT TO BE USED ON ANY OTHER PROJECT. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REWIREMENT5 OR FOR OTHER PURPOSES IN CONNECTION WITH THE PROJECT 15 NOT TO BE CONSTRUED AS RBLICATION IN DEROGATION OF THE ARCHITECT'S COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS. Proposed House Relocation Nickolaus Residence 17555 Soundview Avenue T.O. SUB FLR Southold, New York 11971 EL:X0.9 (2NDFLR) _ EXISTING TO REMAIN LL LPA Architects LLP ARC H ITECTU RE P LAN N I N G F-E Of—I www. lpa - plans . com Lemmen Paul Associates,Architects LLP u21 Greeley Avenue Sayville, NY 1 1782 Tel: 631 589 2914 Fax: 631 589 6935 =`Qvc"b� Li C,,T.O. SUB FLR l Ipa-plans.com —� EL:62.0 (15TFLR) I I I I I I I I I I UNAUTHORIZED ALTERATION 1 --------------------- OF ANY ITEM ON THIS DOGUNENT ` r -r r ---------- I 1— 15 A VIOLATION OF t�'� •„^ 1 NEW YORK STATE LAW :. I I I I I Issue Date: �G I i i i MAY 1 5- ?__014. I I Project Date: I I I 1 JULY 2013 I I Scale: -F T.O. SLAB EL:53.42 (CELLAR) -- 1 • --------------------11----------J ---J -� AS NOTED L-----J-----------------------1------------ -J ------------------ ---T--- 1 Project# Drawn: Sheet 13023 EPH WEST ELEVATION Job: Check; A�4 NICKOLAUS KMP SCALE: 1/4"=I'-O” , ELEVATIONS El Sheet Notes: z O . . . . ..T.O. RIDGE . EL:8�.65 z 0 N 1"— W CL z n 0 CD EXISTING TO REMAIN T.O. SUB FLR L/) EL:10.q (2NDFLR) W Q) O Of n TIT PE till, 1 1 r Q z ek T.O. 51JB FLP, .J EL:62.0 (15TFLR) W d I L_ ♦ I I I � L-----------, I 1 � I I I i t i I I I I I ----------- I I I I I I I I ;ii I I I I T.O. SLAB EL:55.42 (CELLAR) rL----------------- rC--------------------------iii- ---------'-ti---i ------�i L-----------------1-------------------------- --- -----------I---- ———— EAST ELEVATION N SCALE: 1/4"=V-0" 0 M N O ' N O Y T.O. RIDGE . EL:b-7.65 Z N v o N Revisions: ro ALL DRANIN65,5FECIFICATIOH5 AND OOFIE5 THEREOF FURNISHED BY THE ARCHITECT ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THEY ARE TO BE USED ONLY WITH RE5FECT TO THI5 FROJECT AND ARE NOT TO BE 05ED ON ANY OTHER PROJECT. 5UEMI5510N OR P15TRIBMION TO MEET OFFIGAL RE6ULATORY REQUIREMENTS OR FOR OTHER FURF05ES IN CONNECTION WITH THE FROJECT 15 NOT TO BE WNSTRUEO AS FUBLICATION IN PER06ATION OF THE ARCHITECTS COMMON LAN COPYRIGHT OR OTHER RE5ERVED RIGHTS. Proposed House Relocation 71E, Nickolaus 71, F1 Residence EXI5TING TO REMAIN 17555 Soundview Avenue AT.O. SUB FLP Southold, New York 11971 EL:-70.q (2NDFLR) JAIL LH [ILI LPA Architects, LLP ARCH ITECTU RE PLAN N I NG J] T110 www. lpa - plans . com Lemmen Paul Associates,Architects LLP 21 Greeley Avenue Sayville, NY 11782 Tel: 631 589 2914 Fax: 631 589 6935 T.O. 5L)5 FLR Ipa-plans.com i ! - - - EL:62.0 (ISTFLR) I UNAUTHORIZED r-------- --------------------------- -------------------------------------------------------------------- T--11 OF ANY15A VIIO ATTEM ON ION OFGU ALTERATION - ., 1 I I I I NEW YORK STATE LAN. t a r———————————J 1 PATCH BRICK VENEER I I I Issue Date: MAY 15 201 I L r L______3 I TO MATCH EXISTING Project Date: I JULY 2013 L I I I I Scale:T. —�- '-----------------i— -----------------------------------------------------------------� 1_ EL053.42B(GELLAR) AS NOTED ---�1--------------------------------------------------------I-- r— r—� ._�.�..- Project# Drawn: Sheet 13023 EPH NORTH ELEVATION Job: Check: A�5 NICKOLAUS I<MP SCALE: 1/4"=V-0" ELEVATIONS El Z Section R301 .2. 1 .2 Section R702 Section R905 Table 3 . 1 Nailing Schedule WFCM 2001 edition Sheet Notes: O R301.2.1.2 Internal pressure.Windows in buildings lo- TABLE 8702.3.5 SECTION R905 Joint description #of Common nails #of Box nails Nail Spacing cated in wind-borne debris regions shall have glazed MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD REQUIREMENTS FOR ROOF COVERINGS ROOF FRAMING � openings protected from wind-borne debris or the build- THICKNESS MAXIMUM MAXIMUM SPACING 8905.1 Roof coveringapplication. Roof coverings shall be RAFTER TO TOP PLATE (TOE-NAILED) in shall be designed as a partially enclosed building in ac- of SPACING OF OF FASTENERS PP g PER RAFTER tI g g P Y g GYPSUM ORIENTATION OF FRAMING (Inches) applied in accordance with the applicable provisions of this cordance With the Building Code i2f New York State. BOARD GYPSUM BOARD TO MEMBERS SIZE OF NAILS FOR APPLICATION GLNG JST TO TOP PLATE (TOE-NAILED) PER JOIST Z y Glazed opening protection for wind-borne debris shall (inches) APPLICATION FRAMING Inches o.c. Nails° Screwsb TO WOOD FRAMING° section and the manufacturers installation instructions. Application without adhesive R905.2 Asphalt shingles.The installation of asphalt shingles GLNG JST TO PARALLEL RAFTER (PAGE-NAILED) meet the requirements of the Large Missile Test of ASTM EACH LAP l 1/ 19/64" U E 1996 and of ASTM E 1886 referenced therein. Ceilingd Perpendicular 16 7 12 13 gage, 4' lore g+ head;0.098 shall comply with the provisions of this section. GLNG J5T LAPS OVER PARTITIONS (FACE-NAILED) EACH LAP 3 diameter,11/4"long,annular-ringed;or 4d Exception: Wood structural panels with a minimum /8 Wall Either direction 16 8 16 cooler nail,0.080"diameter,13/8"long,7/32" R905.2.1 Sheathing requirements.As halt shin les shall mm),fastened sufficient) to hold in lace.End laps shall be COLLAR TIE TO RAFTER (FACE-NAILED) PER TIE thickness of 7/16 inch(11.1 nun)and a maximum span head. gP g y P P be fastened to solidly sheathed decks. o of 8 feet (2438 min) shall be permitted for opening Ceiling Either direction 16 7 12 13 gage,1318"long,19/64"head;0.098 offset by 6 feet(1829 mm). BLOCKING TO RAFTER (TOE-NAILED) 2-8D 2-IOD EACH END protection iti one-and two-story buildings.Panels shall I Ceilingd Perpendicular 24 7 12 diameter,1114"long,annular-Singed;5d 15 " R905.2.2 Slope.Asphalt shingles shall only be used on roof RIM BRD TO RAFTER (END-NAILED) 2-16D 2-I6D EACH END be precut to cover the glazed openings with attachment /z cooler nail,0.086 diameter,15/8"long, /64 R905.2.7.1 Ice protection. In areas where the average Wall Either direction 24 8 12 head;or gy sunt board nail,0.086 diameter, slopes of two units vertical in 12 units horizontal(2:12)or hardware provided. Attachments shall be provided in daily temperature in January is 25°F 4°C or less or WALL FRAMING accordance with Table R301.2.1.2 or shall be designed Wall Either direction 16 8 16 15/8"long, /32"head. greater.For roof slopes from two units vertical in 12 units y P �' (- ) to resist the components and cladding loads determined Ceiling Either direction 16 7 12 13 gage, 15/g"long,19/64"head;0.098 horizontal(2:12)up to four units vertical in 12 units hori- when Table 8301.2(1)criteria so designates,an ice bar- TOP PLAT E TO TOP PLATE (FACE-NAILED) 2-I6D *I 2-I6D *I PER FOOT LL1 p g e diameter,13/8"tong,annular-ringed;6d zontal(4:12),double underlayment application is required Tier that consists of a least two layers of underlayment ce- CL in accordance with the provisions of the Building Code Ceiling Perpendicular 24 7 12 , mented together or of a self-adhering polymer modified TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-I6D 4-I6D JOINTS-EACH SIDE 5/8 cooler nail,0.092 diameter,17/8,long, /4" in accordance with Section R905.2.7. g g P y N ofNely 10rk Sta . wall Either direction 24 8 12 bitumen sheet, shall be used in lieu of normal Y head;or gypsum board nail,0.0915 diameter, STUD TO STUD (PAGE-NAILED) 24" O.G. R301.2.1.3 Wind speed conversion. When referenced wall Either direction 16 8 16 17/8"long,V%4"head. 8905.2.3 Underlayment.Unless otherwise noted,required underlayment and extend from the eave's edge to a point j''(l documents are based on fastest mile wind speeds, the Application with adhesive underlayment shall conform with ASTM D 226,Type 1,or at least 24 inches(610 mm)inside the exterior wall line HEADER TO HEADER (FACE-NAILED) I6D I6D 16" O.C. EDGES Ethree-second gust wind velocities of Figure R301.2(4) 3 Ceilingd Perpendicular 16 16 16 3 ASTM D 4869,Type I. of the building. U shall be converted to fastest mile wind velocities using /8 Same as above for /8' gypsum board TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-I6D 2-40P PER STUD Wall Either direction 16 16 24 Self-adhering polymer modified bitumen sheet shall Exception: Detached accessory structures that con- BOTTOM PLATE TO FLR JST BANDJ5T Z Table 8301.2.1.3. g po y Ceiling Perp ndicular 16 16 16 1 5 comply with ASTM D 1970. tain no conditioned floor area. END-15T OR BLOCKING (FACE-NAILED) 2-I6D *1,2 2-I6D *1,2 PER FOOT 0 ► 5 d Same as above for /2 and /g"gypsum /2 or /8 Ceiling Perpendicular 24 12 16 board,respectively R905.2.4 Asphalt shingles. Asphalt shingles shall have TABLE R301.2.1,2 Wall Either direction 24 16 24 self-seal strips or be interlocking,and comply with ASTM FLOOR FRAMING co WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE P g+ P Y R905.2.7.2 Underlayment and high wind. FOR WOOD STRUCTURAL PANELSa,b,c,d Two Ceiling Perpendicular 16 16 16 Base ply nailed as above for 1/2"gypsum D 225 or D 3462. Underlayment applied in areas subject to high winds JST TO SILL, TOP PLT OR GDR (TOE-NAILED) 4-8D 4-I0D PER J5T FASTENER SPACING 3/8 layers Wall Either direction 24 24 24 board;face ply installed with adhesive [greater than 110 mph(I77km/h)per Figure R301.2(4)] a toot s foot 8905.2.5 Fasteners.Fasteners for asphalt shingles shall be BRIDGING TO JOIST (TOE-NAILED) 2-8D 2-IOD EACH END For S1: l inch=25.4 mm. shall bapplied e appewcorrosion-resistant fasteners in ac- FASTENER Panei span < panel span < panel span , galvanized steel,stainless steel,aluminum or copper roof- BLOCKING TO JOIST (TOE-NAILED s 4 foot 8 f 5 6 foot s foot a.For application without adhesive,a pair of nails spaced not less than 2 inches apart or more than 2/2 inches apart may be used with the pair of nails spaced cordance with manufacturer's installation instructions. ) 2-8D 2-IOD EACH END t--1 TYPE 12 inches on center. ing nails,minimum 12 gage[0.105 inch(2.67 mm)]shank j 21/2 t/6 16" 12" 9" b.Screws shall be Type S or W per ASTM C 1002 and shall be sufficiently long to penetrate wood framing not less than 5/8 inch and metal framing not less than with a minimum Vii-inch(9.5 mm)diameter head,ASTM F Fasteners are to be applied along the overlap not farther BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 5-I6D 4-I6D EACH BLOCK Wood screws 3/8 inch. 1667,of a length to penetrate through the roofing materials apart than 36 inches(914 mm)on center. W 21/2"#8 Where metal framing is used with a clinching design to receive nails by two edges of metal,the nails shall be not less than 5/g inch longer than the gypsum board and a minimum of 3/ inch 19.1 mm into the roof sheath- LEDGER STRIP TO BEAM (FACE-NAILED) 3-I6D 4-I&D EACH JST c. 16 16 12' thickness and shall have ringed shanks.Where the metal framinghas a nailinggroove formed to receive the nails,the nails shall have barbed shanks or be 5d, 4 ( ) U, wood screws 131/2 gage,I SJg inches long,15/64-inch head for 1/2-inch gypsum board;and fid,!3 gage,1�/g inches long,15/64-inch head for 5/8-inert gypsum board. ing.Where the roof sheathing is less than 3/q inch(19.1 mm) 8905.2.8 Flashing.Flashing for asphalt shingles shall com- JST ON LEDGER TO BEAM (TOE-NAILED) 3-8D 3-I00 PER JST O 1 mile per hour=1.609 km/It.For SI: 1 inch = 25.4 tram, 1 foot = 304.8 min, 1 pound = 0.454 kg, thick, the fasteners shall penetrate through the sheathing. ply with this section. d.Threey gyp -eighths-inch-thick single-ply board shall not be used on a ceiling where a water-based textured finish is to be applied,or where it will be required to BAND JST TO JST (END-NAILED) 3-I60 4-I6D PER JST Ofsupport insulation above a ceiling.On ceiling applications to receive a water-based texture material,either hand or spray applied,the gypsum board shall be Fasteners shall comply with ASTM F 1667. a.This table is based on I 10 mph wind speeds and a 33-foot mean roof height. applied perpendicular to framing.When applying a water-based texture material,the minimum gypsum board thickness shall be increased from 3/8 inch to b.Fasteners shall be installed at opposing ends of the wood structural panel. 1/2 inch for 16-inch on center framing,and from 1/2 inch to 5/8 inch for 24-inch on center framing or 1/2-inch sag-resistant gypsum ceiling board shall be used. R905.2.6 Attachment.Asphalt shingles shall have the min- R905.2.8.1 Base and cap flashing.Base and cap flash- BAND JST TO SILL OR TOP PLATE (TOE-NAILED) 2 IbD I 3-I6D PER FOOT e.Type Xgypsum board for garage ceilings beneath habitable rooms shall beinstalled perpendicular tothe ceiling framing and shm q y allbefastenedatmaximum6"o.c. imunumber of fasteners required b the manufacturer. ing shall be installed in accordance with manufacturer's d.Where screws are attached to masonry or masonry/stucco,they shall be by minimum 17/8"6d coated nails or equivalent drywall screws. attached utilizing vibration-resistant anchors having a minimum ultimate For normal application,asphalt shingles shall be secured to installation instructions.Base flashing shall be of either ROOF SHEATHING the roof with not less than foto fasteners per strip shingle or corrosion-resistant metal of minimum nominal withdrawal capacity of 490 pounds. 0.019-inch(0.483 mm)thickness or mineral surface roll STRUCTURAL PANELS 8D IOD >_ two fasteners per individual shingle.Where the mof slope roofing weighing a minimum of 77 pounds per 100 b� exceeds 20 units vertical in 12 units horizontal(20:12),spe- square feet (3.76 kg/m2). Cap flashing shall be corro- DIAGONAL BRD SHEATHING Q cial methods of fastening are required. For roofs located Sion-resistant metal of minimum nominal 0.019-inch I"X6" OR I"X8" 2-8D 2-IOD PER SUPPORT Z where the basic wind speed per Figure R301.2(4) is 110 mph 177 km/h or greater,special methods of fastening are (0.483 mm)thickness. P ( ) 8 Pe g I"XIO" OR WIDER 3-8D 3-IOD PER SUPPORT required.Special fastening methods shall be tested in accor- UJ Section R703 dance with ASTM D 3161,modified to use a wind speed of R905.2.8.2 Valleys. Valley linings shall be installed in CEILING SHEATHING 110 mph(177 km/h). accordance with manufacturer's installation instructions GYPSUM WALL BOARD 5D COOLERS 5D COOLERS 7" EDGE / 10" FIELD TABLE 8703.4 before applying shingles.Valley linings of the following WEATHER-RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS Shingles classified using ASTM D 3161 are acceptable types shall be permitted: WALL SHEATHING TYPE OF SUPPORTS FOR THE SIDING MATERIAL AND FASTENERSbe° for use in wind zones less than 110 mph.Shingles classified using ASTM D 3161 modified to use a wind speed of 110 1. For open valley(valley lining exposed)lined with 5TRUGTURAL PANELS 8D IOD 6" EDGE / 12" FIELD Foam h are acceptable or use n al cases where special mea, e valley nn shall be at least 24 inches NOMINAL SHEATHING Wood or wood Fiberboard Gypsum plastic m fin l ftmetal,thll P P P y liig FIBERBOARD PANELS THICKNESS' JOINT PAPER structural panel sheathing Into sheathing Into sheathing Direct to Number or spacing ing is required. (610 mm)wide and of any of the corrosion-resis- SIDINGMATERIAL (inches) TREATMENT REOUIRED shuttling stud stud Into stud studs offostenere 8905.2.7 Underlayment application.For roof slopes from tant metals in Table R905.2.8.2. 7/16 6D *5 - 3" EDGE / b" FIELD 0.120 nail 0.120 nail 0.120 nail 0.120 Not 2. For open valleys,valley lining of two plies of min- 25/32" 80 *3 - 3" EDGE / 6" FIELD 0.019r Lap No 1'/,'long 2'long 2"long nail' allowed two units vertical in )2 units horizontal(17-percent slope), Without u to four units vertical in 12 units horizontal(33-percent eral surface roll roofing,complying with ASTM D insulation P ( P GYPSUM WALL BOARD 5D COOLERS 5D COOLERS 1" EDGE / 10" FIELD Horizontal 0.120 nail 0.120 nail 0.120 nail 0.120 Not Same as scud slope),Underlayment shall be two layers applied in the fol- 249,shall be permitted.The bottom layer shall be aluminum 0.024 Lap No 1'/2"long 2"long 2"long nail' allowed spacing lowing manner. Apply a 19-inch (483 mm) strip of 18 inches(457 mm)and the top layer a minimum HARDBOARD 8D 8D 6" EDGE / 12" FIELD With 0.120 nail 0.]20 nail 0.120 nail 0.120 0.120 nail underlayment felt parallel with and starting at the eaves,fas- of 36 inches(914 mm)wide. insulation 0.019 Lap No 1'/"long 2'/,'long 2'/2"long 'nail' 1'/2"long tened sufficiently to hold in place.Starting at the cave,apply 3. For closed valleys(valley covered with shingles), PARTICLEBOARD PANELS 8D 8D 6" EDGE / 12" FIELD . Brick veneer36-inch-wide (914 mm) sheets of underlaymentt, overlap- valley lining of one ply of smooth roll roofing DIAGONAL BOARD SHEATHING 2 Concrete masonry 2 Section R703 Yes(Note m) See Section R703 and Figure R703.7'' ping successive sheets 19 inches (483 mm), and fastened complying with ASTM D 224 Type 11 or Type III „ 11 „ veneer sufficiently to hold in place. For roof slopes of f,,ur units and at least 36 inches(914 mm)wide or valley lin- I X6 OR I XS 2-SD 2-IOD PER SUPPORT Hardboard' t 6"panel edges vertical in 12 units horizontal(33-percent slope)or greater, ing as described in Items 1 and 2 above shall be I"XIO" OR WIDER 3-8D 3-IOD PER SUPPORT Panel sidin -vertical /16 Note g See 8703.2 Note o Note o Note o Note o Note o 12 inter.su ° y y pp g P Specialty ycomplying g underla underlayment shall be one layer lied in the following ermined. S ecialt underlayment FLOOR SHEATHING b Hazdboazd'Siding , manner. Underlayment shall be applied shingle fashion, with ASTM D 1970 may be used in lieu of the lin- ts vertical 116 Note g See R703.2 Note q Note q Note q Note q Note q Same as stud parallel to and starting from the eave and lapped 2!inches(51 ing material. STRUCTURAL PANELS spacing C) Hardboard' '/16 Note r Yes Note q Note q Note q Note q Note q 2 per bearing TABLE R905.2.8.2 I" OR LESS 8D IOD 6" EDGE / 12" FIELD _ Lap-siding-horizontal VALLEY LINING MATERIAL TABLE 8905.7.4 3 r 0.113 nail 0.113 WOOD SHINGLE MATERIAL REQUIREMENTS GREATER THAN I" IOD I6D 6" EDGE / 6" FIELD 0 0.113 nail 1/" 0.113 nail 2/" Not Same as stud MINIMUM Steel` 29 ga. lap No 'Staple-I/,'3Staple-2'/,' 2'/2" nail` s APPLICABLE Staple-2'/," Staple` allowed spacing THICKNESS I WEIGHT MATERIAL MINIMUM GRADES GRADING RULES DIAGONAL BOARD SHEATHING MATERIAL (Inches) GAGE (pounds) O Stone veneer 2 Section R703 Yes(Note m) See Section R703 and Figure R703.7" Wood shingles of I,2 or 3 Cedar Shake and I"X6" OR I"X8" 2-SD 2-IOD PER SUPPORT = 0.0216 ASTM B370, natural) durable wood Shingle Bureau b 3/8-1/2 6d box nail, " Cold-rolled copper nominal - 16 oz.per I"XIO" OR WIDER 5-8D 5-I0D PER SUPPORT Note g Note g 6d box nail 6d box nail 6d box nail box nail /a not 6 panel edge square foot 8905.7.5 Application.Wood shingles shall be installed ac- -Ne Particleboard panels allowed 12 inter.sup. PP g *1 NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b INCHES ON CENTER AT THE EDGE. ASTM B 101, cording to this chapter and the manufacturer's installation IF WALL SHEATHING IS NAILED 3 INCHES ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR ? 5/8Noce g Note g fid box nail 8d box nail 8d box nail box nail' fid box nail 0.0216 instructions.Wood shingles shall be laid with a side lap not CAPACITIES NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED OR ALTERNATE N Lead-coated copper - 16 oz.per , � , Plywood panel' 3/8 Note g Note g 0.099 nail-2" 0.113 nail-2'/2" 0.099 nail-2" 0.113 0.099 6"on edges nominal square foot less than I /2 inches(38 mm)between joints in courses,and CONNECTORS, SUCH AS SHEAR PLATES , SHALL BE USED TO MAINTAIN THE LOAD PATH. (exterior grade) nail' nail-2" no two joints in any three adjacent courses shall be in direct 0.120 ASTM B370, alignment.Spacing between shingles shall not be less than *2 WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS 0.120 nail 1'/" 0.120 nail 2" 0.120 nail 2" Not Same as stud 0.0162 , 3 SHALL BE PERMITTED TO BE REDUCED TO 1-I6D NAIL PER FOOT. `t Vinyl siding' 0.035 Lap No Staple-13/,' Staple-2'/,' Sia le-V/" nail' allowed spacing High-yield copper nominal - 12 oz.per /�inch to /g inch(6.4 mm to 9.5 mm).Weather exposure for p 2 Staple• p square foot wood shingles shall not exceed those set in Table R905.7.5. *3 CORROSION RE515TANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED, wood'Rustic,drop3/,Min La No Face nailingu to Fasteners for wood shingles shall be corrosion-resistant CHECK IBC FOR ADDITIONAL REQUIREMENTS. T p 6"widths, ail Lead-coated 0.0162 ASTM o B per with a minimum penetration of inch(12.7 mm)into the Shiplap 191 Average 0.113 - 12 oz.per , per bearing;8" high-yield copper nominal sheathing. For sheathing less than /2 inch (12.7 mm) in Lap No Fastener penetration into stud-1" nail-242" p� square foot ReV1Sl011S: � , widths and over, thickness,the fasteners shall extend through the sheathing. Bevel / Staple-2" 2 nails r g g ALL DRAWIN65,5FECIFICATION5 AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND SHALL REMAIN C per Aluminum 0.024 - - Wood shingles shall be attached to the roof with two fasten- BUIL ti 3/ La NO bearing THE PROPERTY OF THE ARCHITECT. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT AND ARE p i6 P g ers per shingle,positioned no more than 3/q inch(19.1 mm) NOT TO BE USED ON ANY OTHER PROJECT. SUBMI5510N OR 015TRIMION TO MEET OFFICIAL REGULATORY Stainless steel - 28 REOUIREMENT5 OR FOR OTHER RRP0515 IN CONNECTION WITH THE PROJECT 15 NOT TO BE CO15TR1ED AS 4d " from each edge and no more than 1 inch(25.4 mm)above PUBLICATION IN DER06ATION OF THE ARCHITECT5 COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS. 6 oc on edges, Fiber cement panel s/16 Note t Yes fid corrosion fid corrosion fid corrosion _ corrosion 12"oc on 26(zinc the exposure line. Section R4 OZ siding' Note y resistant nail resistant nail resistant nail resistant intermed.studs Galvanized steel 0.0179 coated G90) nail TABLE 8905.7.5 � Yes fid corrosion fid corrosion fid corrosion fid corrosion Zinc alloy0.027 - - WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE Fiber cement lap siding' 116 Note w Note y resistant nail" resistant nail` resistant nail" - resistant Note x Lead - - 21/ EXPOSURE Qnches) P ro pos ed House Relocation nailx ROOFING LENGTH 3:12 pitch to 4:12 pitch or TABLE R402.2 For SI: Iinch=25.4 mm. Paintedteme - - 20 MATERIAL (inches) GRADE <4:12 steeper MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE Nickolaus a. Based on stud spacing of 16 inches on center.Where studs are spaced 24 inches,siding shall be applied to sheathing approved for that spacing. For SI: 1 inch=25.4 nim,1 pound=0.454 kg. No. l 33/ 5 MINIMUM SPECIFIED COMPRESSIVE STRENGTHa(f,) b. Nail is a general description and shall be T-head,modified round head,or round head with smooth or deformed shanks. Weatheringotential c. Staples shall have a minimum crown width of 1/16-inch outside diameter and be manufactured of minimum No.16 gage wire. 8905.2.8.3 Crickets and saddles. A cricket or saddle ]6 No.2 31/ 4 p d. Nails or staples shall be aluminum,galvanized,or rust-preventive coated and shall be driven into the studs for fiberboard or gypsum backing. shall be installed on the ridge side of any)chimney greater No.3 3 31/ TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION Negligible Moderate Severe Residence e. Aluminum nails shall be used to attach aluminum siding. than 30 inches(762 mm)wide.Cricket for saddle cover- Basement walls, foundations and other concrete not exposed 2,500 2,500 2,500c f. Aluminum(0.019 inch)shall be unbacked only when the maximum panel width is 10 inches and the maximum Flat area is 8 inches.The tolerance for aluminum No. 1 41/ 51/ to the weather Ings shall be sheet metal or of the same material as the Shingles of 17555 S o u n d v i ew Ave n u e siding shall be+0.002 inch of the nominal dimension. g roof covering. t Basement slabs and interior slabs on rade,except garage g. If boards orpanels are applied oversheathing ora weather-resistantmembrane.joints need not betreated.Otherwise,verticaljointsshalloccuratstudsandbecov- g• Na�rdallydurable 18 No.2 4 4/ g p g g 2,500 2,$00 2,SOOc ered with battens or be lapped. 1 floor slabs Southold New York 11971 h. All attachments shall be coated with a corrosion-resistive coating. 8905.2.8.4 Sidewall flashing.Flashing against a verti- No.3 3/ 4 Basement walls,foundation walls,exterior walls and other ' i. Shall be of approved type. cal sidewall shall be by the step-flashing method. No. 1 53/ 71/ vertical concrete work exposed to the weather 2,500 3,000d 3,000d i. Three-eighths-inch plywood shall not be applied directly to studs spaced greater than 16 inches on center when long dimension is parallel to studs.One-half-inch R905.2.8.5 Other flashing. Flashing against a vertical 24 No.2 51/ 61/2 Porches,carport slabs and steps exposed to the weather,and 1 wood shall not be applied directly to studs spaced eater than 24 inches on center.The studs acro shall not exceed the panel span rating 2,500 3,000d'e 3,S OOd,e p y pp' y p gr spacing p p gproyideabythemanu- front wall, as well as soil stack,vent pipe and chimney , garage floor slabs facturer unless the panels are installed with the face grain perpendicular to studs or over sheathing approved for that stud spacing. No.3 5 51/2 , flashing, shall be applied according to asphalt shingle For Sl: 1 pound per square inch=6.895 kPa. LPA Architects, LLP k. Woodboard sidings applied vertically shall be nailed to horizontal nailing strips or blocking set 24 inches on center.Nails shall penetrate 1.5 inches into studs,studs + For Sl: 1 inch=25.4 mm. and wood sheathing combined,or blocking.A weather-resistant membrane shall be installed weatherboard fashion under the vertical siding unless the siding manufacturer's printed instructions. a.At 28 days psi. boards are lapped or battens are used. 8905.7.6 Valley flashing. Roof flashing shall be not less b.See Table 8301.2(1)for weathering potential. ARCH I T E C T U R 0 F PLANNING I. Hardboard siding shall comply with AHA A135.6. than No.26 gage 0.019 inches 0.48 mm corrosion-resis- w w w, I a - I a n s . C o m In.For masonry veneer,a weather-resistant membrane or building paper is not required over water-repellent sheathing materials when a 1-inch airspace is provided R905.7 Wood shingles.The installation of wood shingles shall e g [ ( )] c.Concrete in these locations that may be subject to freezing and thawing during construction shall be air-entrained concrete in accordance with Footnote d. P P between the veneer and the sheathing.When the 1-inch space is filled with mortar,a weather-resistant membrane or building paper is required over studs or sheath- g tont sheet metal and shall extend 10 inches(254 mm)from d.Concrete shall be air entrained.Total air content(percent by volume of concrete)shall not be less than 5 percent or more than 7 percent. ing comply with the provisions of this section. the centerline each way for roofs having slopes less than 12 e.See Section 8402.2 for minimum cement content. It. 8905.7.1 Deck requirements.Wood shingles shall be In- . Vinyl siding shall comply with ASTM D 3679. units vertical in 12 units horizontal(100-percent slope),and Lemmen Paul Associates,Architects LLP o.Minimum shank diameter of 0.092 inch,minimum head diameter of 0.225 inch,and nail length must accommodate sheathing and penetrate framing 1.5 inches. 7 inches(178 mm)from the Centerline each way for slopes 21 Greeley Avenue Sayville, NY 1 1782 stalled on solid or spaced sheathing.Where spaced sheath- e.When used to resist shear forces,the spacing must be 4 inches at panel edges and 8 inches on interior supports. of 12 units vertical in 12 units horizontal and greater.Sec- Tel: 631 589 2914 Fax: 631 589 6935 =`°vest Minimum shank diameter of 0.099 inch,minimum head must accommodate and penetrate 1.5 inches. ing is used,sheathing boards shall not be lesstha.nI-inehby q Sti3 g Pe g tions of flashing shall have an end lap of not less than 4 Ipa-plans.com c Vertical end joints shall occur at studs and shall be covered with a joint cover or shall be caulked. 4-inch(25.4 mm by 102 mm)nominal dimensions and shall inches(102 mm). s. Fiber cement siding shall comply with the requirements of ASTM C 1186. be spaced on Centers equal to the weather exposure to coin- t. See section 8703.10.1. Gide with the placement of fasteners. u. Minimum 0.102 inch smooth shank,0.255 inch round head. R905.7.7 Label required.Each bundle of shingles shall be v. Minimum 0.099 inch smooth shank,0.250 inch round head. R905.7.1.1 Solid sheathing required. In areas where UNAUTHORIZED ALTERATION 7C identified by a label of an approved grading or inspection OF ANY ITEM ON THI5 DOCUMENT w See section R703.10.2. the average daily temperature in January is 15°F(-4°C) 15 A VIOLATION OF ��r I bureau or agency. / 1'•• x. Face nailing:2 nails at each stud.Concealed nailing:one 11 gage l /2 gaiv.roofing nail(0.371 inch head diameter,0.120 inch shank)or 6d galy.box nail at each NEW YORK STATE LAW. ; i or less,solid sheathing is required on that,portion of the , stud. roof requiring the application of an ice shiiell. h`' y. See Section R703.2,Exceptions. q g PP Issue Date; z. Minimum nail length must accommodate sheathing and penetrate framing 1.5 inches. R90r7r2 I?!'ck s1Qgf'r Wood ghingles shall bIt 1[1Slilllt`d On15 slopes of three units vertical in 12 units horizontal(25-per- MAY 2014 i 1 TABLE 8703.5.2 cent slope)or greater. Project Date: MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLSMAC R905.7.3 Underlayment.In areas where the average daily JULY 2013 (Dimensions are In Inches) temperature in January is 25°F(-4°C)or less,or when Table LENGTH EXPOSURE FOR SINGLE COURSE EXPOSURE FOR DOUBLE COURSEScale: 8301.2(1)criteria so designates,an ice barrieir that consists - r. Shingles' - of at least two layers of underlayment cemented together or AS NOTED 16 71/2 12b of a self-adhering polymer modified bitumen sheet, shall - 18 81/2 14° extend from the eave's edge to a point at)east 24 inches(610 Project# Drawn: Sheet 24 111/2 16 mm) inside the exterior wall line of the building. 13023 EPH Shakes° Underlayment shall conform with ASTM D 226,Type I. 18 81/2 14 job: Check: 24 r 111/2 18 Exception: Detached accessory structures that contain NICKOLAUS KMP RC�l For SI: 1 inch=25.4 mm. no conditioned floor area. a. Dimensions give"are for 1 grade. CODE REQUIREMENTS b. A maximum 10-inch exposure is permitted for No.2 grade. c. A maximum 11-inch exposure is permitted for No.2 grade. Sheet Notes: z O SOLID POST ACCORDANCE INSTALLED IN BOARD WITH HAPTER 1 (INTERIOR) M-1 SIMPSON HDU5 N HOL12ONN z 0 iv m 5/6" THREADED GYPSUM WALL BOARD INSTALLED IN BLOCKING ROD THROUGH IGD NAIL ® 24" O.G. ACCORDANCE WITH CHAPTER 7 EACH BAY ® m EACH I j m JOIST HANGER II 16D NAIL ® 24" O.G. INSTALLED IN GGORDANGE EACH J015T WITH TABLE R602.5.10) 5 " ry U_J1 1/4" 20 GA GALV I WOOD STRUCTURAL PANEL 8D NAIL AT O.G. ON ALL FRAMING STRAPPING EACH I I INSTALLED IN ACCORDANCE MEMBERS A PANEL EDGES AND 12 O.G. SD NAIL ® 6" O.G. ON ALL FRAMING MEMBERS NOT AT N JOIST ^��"' r WITH TABLE R602.3.10) PANEL EDGES _ sG_ (ALL PANEL EDGES) El i p��\y 80 NAIL ® 12" O.G. ON ALL °0 1 51MP50N HDU5 O FRAMING MEMBERS NOT AT Q• HOLDOWN PANEL EDGE5 z SOLID POST o (a) OUTSIDE CORNER DETAIL fib) INSIDE CORNER DETAIL �LC�A NTILEVER HDU HOEDOWN TYPICA5 (Dg� EXTERIOR CORNER FRAMING SALEL��C�AN SCALE: 1"=1'-0" WFCM 2001 w U CORNER P05T O Of n_ STU I/2" BEARING PLATE SIMPSON HDU5 HOLDOWN SIMF50N H2 HURRICANE TIES 12" MIN I Connector Schedule `_ _ 4MTS 30 ® I6" O.G., PROVIDE MIN AIL5 a EACH END OF SUBFLOOR TYP. STUD STRAP MEMBER WIDTH CONNECTOR STRAP BINTOOX N5TUD (TYP a EACH STUD) Q 5EE FLOOR TO 1 1/2" (2X LUMBER) 1.55U210 z FLOOR DETAIL II Q 2 I/2" (WI 40, 60) L55UH310 j I 5EE ARCHITECTURAL SHEETS 8 1/21, (WI 80) L55U4310 J FOR SPECIFIC, DIM. Q DETiNILS 1 1/2" (2X LUMBER) T@A218 rK 5/8" THREADED ROD FLOOR FRAMING 2 1/2" (WI 40, 60) IUT314 I II TUSCAN COLUMN 3 1/2" MI 80) IUT416 #REFER To THIS FOP,' AS MFG'D BY HB G II ICAL CONNECTIONS UNLESSDULE NOTED OTHERW E. 1 I I SEE PLANS FOR ALL OTHER CONNECTIONS. 12" MIN 11 I/2" THREADED ROD nRafter to Wall - GUT RAFTER TO ALLOW FOR 441 5@EATHING TO BE NAILED SEE NOTES AT I) TYPICAL FOR ALL TO BOX RIGH TOP PLATES CEILING CONDITIONS II Roof (cold frame) SIMPSON HDU5 HOLDOM I TrCNN COUPLER NUT I ANCHOR BOLT (5AB) 0520 COILED STRAPPING- WOOD DECKING PROVIDE (4)-SD COMMON I, ,I SEE ARCHITECTURAL II NAILS ® EACH RAFTER. LOCKING—�i'i�ri