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Home My WebLink About45118-Z �o S FFOtke Town of Southold 9/10/2020 P.O.Box 1179 0 co 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41423 Date: 9/10/2020 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: Reservoir Rd.,Fishers Island SCTM#: 473889 Sec/Block/Lot: 9.-9-3.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/12/2017 pursuant to which Building Permit No. 45118 dated 8/17/2020 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: alterations and additions, including deck and entry steps, to an existing one family dwelling as applied for. The certificate is issued to Wilmerding,Alexander of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0203 5/8/2019 ELECTRICAL CERTIFICATE NO. 42169 5/9/2019 PLUMBERS CERTIFICATION DATED c AuthoriX Signature o�0F01� TOWN OF SOUTHOLD BUILDING DEPARTMENT 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#: 45118 Date: 8/17/2020 Permission is hereby granted to: Wilmerding, Alexander 33 Tai Tam Rd Apt 15E Stanley, To: Construct additions and alterations to existing single-family dwelling as applied for per SCHD approval. Replaces BP#42169. At premises located at: Reservoir Rd., Fishers Island SCTM #473889 Sec/Block/Lot# 9.-9-3.1 Pursuant to application dated 8/17/2020 and approved by the Building Inspector. To expire on 2/1612022. Fees: PERMIT RENEWAL $299.40 Total: $299.40 Bui ding Inspector TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE �y • 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#: 42169 Date: 11/21/2017 Permission is hereby granted to: Wilmerding, Harold 55 Roxiticus Rd Mendham, NJ 07945 To: construct additions and alterations to existing single-family dwelling as applied for per SCHD approval. At premises located at: Reservoir Rd, Fishers Island SCTM # 473889 Sec/Block/Lot# 9.-9-3.1 Pursuant to application dated 7/13/2017 and approved by the Building Inspector. To expire on 5/23/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $548.80 CO -ADDITION TO DWELLING $50.00 Total: $598.80 k!!dini> pector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters: 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool $25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$25.00 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential $15.00,Commercial$15.00 Date. 7/10/17 New Construction: Old or Pre-existing Building: A (check one Location of Property: NOL a House No. Street Hamlet en Owner or Owners of Property: lq6 W \W Suffolk County Tax Map No 1000, Section V-1-1 Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: heck one) Fee Submitted: $ ��,_ plicant Signature ®��OF SO�j'y®� . Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roger.riche rt(cD-town.south old.ny.us Southold,NY 11971-0959 ® a C006VT1,� BUILDING DEPARTMENT TOWN OF SOUMOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Wilmerding Address: Reservoir Rd City: Fishers Island St: New York Zip. 6390 Building Permit#: 42169 Section: 9 Block. 9 Lot- 3.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: BD Electric License No: 35821-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1 st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition X Survey Attic X Garage INVENTORY Service 1 ph 200a Heat gas Duplec Recpt - 25 Ceding Fixtures 4 HID Fixtures Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures 21 Smoke Detectors 55 Main Panel 200a A/C Condenser 1 Single Recpt Recessed Fixtures 19 CO Detectors 2 Sub Panel 100a A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 30a Emergency Fixture Time Clocks Disconnect 200a Switches 25 Twist Lock Exit Fixtures �] TVSS Other Equipment. 1-paddle fan, 3-bath fans, sewer pump control panel, 12-ARC fault circuit breaker: 4-LED lights and exhaust fan in crawl space Notes: Inspector Signature: Date: May 9 2019 81-Cert Electrical Compliance Form.xls `� �a,pF SOUI,yo TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm,N�'' 765-1502 INSPECTION [FOUNDATION 1ST [ ] ROUGH PLEG. [ OUNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATI [ ] CAULKING • � �fir, REMARKS: Jf DATE INSPECTOR �� o��,oF souryO TOWN OF SOUTHOLD BUILDING DEPT. couMV, 765-1802 INSPECTIO'N [ ] FOUNDATION 1ST [PT'ROUGH PLBG. [ ] FOUNDATION 2ND [�SULATION [�RAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [vj---`6A ULKING REMARKS: a. 41 00, DATE INSPECTOR oF soulyolo # TOWN OF.SOUTHOLD BUILDING DEPT. COuto 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. l [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION f ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) "[ �] CODE VIOLATION [ ] CAULKING REMARKS: DATE 4 1 INSPECTOR �� ho�aOP SOUlyolo ' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION L ] ELECTRICAL, (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: w r - p ir '« v e- o DATE INSPECTOR �' 1 1 oE SOblyo`o Y # TOWN OF SOUTHOLD BUILDING 'DEPT. 765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ kj000FINAL [ ] FIREPLACEA CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE'RESISTANT CONSTRUCTION - [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE-VIOLATION [ ] PRE C/O REMARKS: __. Az� -o for Dai / •E� - DATE INSPECTOR - A; Architects; "Bosiop,MA�012108, ,(617)48f-5146` 23 JAft,,uA#-,y, 2,Q2,31 building Departtebt Tdwn'.�i4al:l Anni -eik Bbildlild. 514375, R6Ut6 25 P:Oi 13ok 117.9, ,'So' tith 6 ',Iq-' '1'19?1' Y Re: W-11meridin4,' �"Viirfi House"p A-997. 'E,q_ues-Er ia' n Ave;. Fisher's island: NX. - 1$uf f "lk to.. TdR -Mag, #10_0_0-069_9'�-I. 1 - 11 p -:. - - - i3u-_11, din'j' 'Pek-fnit 44*21i'6'9`1 ,Gentieffien th i siP: q t lot kou knO;4, thatthe construction t n ohe :d(�dk , appeared to' =be consistent with -the pJan det'ai'ls- drxa`v'',ft by usj and, is*,! t6. tfi6i best of Iny. knowledge:, in accordance with, applicable NeW York State cd 6 Enclosed, are the f-61,16wihig supportirng, d6burnen'ts' • Stamped, Floor Plan of deck, 8K.1, qhowi4g, qf 16h&ftgp and pier ,sp4cin§. Stamped'-amp 6ibotail, of deck, SK 2-. 4i Sta' Od Structural Engineer' s plan of de4 ck ,/section MP de-tall; V erY tftily., y6uts,j it),me D Cl ti A M Oil FEB 3 2020 NCO. bg,* Jacob' D., Alb, fnT"' -T Architects, Inc.. .Copy to: BD Aomodelinq &—R-estoration POO 124- -7-es( 17c fu i TC A,,4. 0 0C) �6-r, 09 FA,0C-,1- C1 1,07- Building Conservation Technology LLC Testing Sheet FEB 3 2020 Rater: RTIPJ: -p Signature: r/) Date of Test: Builder: Builder Contact: 51n4V,,J Address of Test: -19(� 7 SFBE: Total Heated Space: 16- 07 Volume: Source of Area and Volume Calculations: Bbwer Door Test Pa. NOTES: Fan Date Outside Ring Pressure I Fan Flow PASS/FAILow I ACH50, �11�� 1� : �1 -� /0C) I/ q2- Duct Blaster_Test Air Handier Location: Floor Served: /6 0 7 Area Served: Rough In or Post Construction: Total or Fan Pass or NOTES: Date I Ring Pressure Fan FW Leakage Fa it I Outside On Duck-Blaster Test Air Handier Location: Floor Served: Area Served: Rough In or Post Consrtuction: Total or Fan Passor NOTES: Date Ring Pressure Fan Flow Leakage Fail Outside p. Load Short Form Job; wl W4 �gh 1s. Date:to($?jyj Entire House By: �4� BC Heating&Cooling Project f • For: Wiimerdin�g Pump House �9 7 QV 1-STM A-.A AI& Design Information Htg Cig Infiltration Outside db(°F) 8 92 Method Simplified Inside db(°F) 70 75 Construction quality Average Design TD CF) 62 17 Fireplaces 0 Daily range - M Inside humidity(%) 30 50 Moisture difference(grflb) 26 21 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Trade Trade Model Cond AHRI ref Coil AHRI ref Efficiency 80 AFUE Efficiency 0 SEER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air tow 827 cfm Actual air flow 827 dm Air flow factor 0.031 cfmBtuh Airflow factor 0.053 cfm/Stuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.86 ROOM NAME Area HIg load Cig load Htg AVF Clg AVF (fF) (Btuh) (Btuh) (aft) (drn) Closet 60 1419 1049 44 56 Master bath 120 - 3898 2073 120 111 Halfway 78 1775 443 55 24 Bath 220 2662 926 82 50 Master bed 210 5783 4102 178 219 Study 180 2925 2265 90 121 Dining Room 210 8378 4606 258 246 8ofd/itahc values have been manrtaWoverrhdden Calculations approved by ACCA to meet all requirements of Manual J 7th Ed. +Tde 2019-Jun-271233:02 ww..•.+r....�r�-*vr Right-Suite®Universe1201e19.0.07RSU22636 Pagel -JsW1DoeumenbVWdghtsoftWACWaellmerding.np Calc=MJ7 Front Door faces:N t Entire House d 1078 26840 15465 827 827 Other equip loads p 0 Equip. aQ 0.97 RSM 15001 Latent cooling 2511 TOTALS 1078 26840 1 17512 I 827 827 F r i 90101011c values have bean manually averridden Calculations approved by ACCA to meet all requirements of Manual J 7th Ed. 2019-Jun-27 12.33:02 Right-Suite®Universal 20 19 19 0.07 RSU22me Paget ..,lsenlD0eUmentslWd9hts0ft HVAC%bcvAmerdln9.rup Cele=MJ7 Front Dwrfaces:N t t t s I F I t i Sheet 1 82 cfm 56 6 1 120 Cfm Ch sel Bath Master )at 4 827 Hall 55 Cfm® w Dininq Roon Study Master bet 112 cf 61 cfm 161 cfm 12 cfm 110 cfm •11 cfm Job#: f �•• 'fit Scale: 1 .70 �5 Performed for: a t^� l,b < page 1 Vohnerdng Pump House r j ht-SuitedUnIvetsaJ 2019 "TRig 19.0.07 RSU22838 2019.1un-271233:18 WrIghtsoft HVACIhoWmerding.NP Job; WIL +wrlghtSofr Load Short Form Dae6 - I 7111 jf � Entire !douse By: EC Heating &Cooling . - . • For: Wilmerding Pump House flow P1 posi.gb Informlatidn Htg Cig Infiltration Outside db (°F) 8 92 Method Simplified Inside db(°F) 70 75 Construction quality Average Design TD(°F) 62 17 Fireplaces 0 Daily range - M Inside humidity(%) 30 50 Moisture difference(grilb) 26 21 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Trade Trade Model Cond AHRI ref Coil AHRI ref Efficiency 80 AFUE Efficiency 0 SEER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual airflow 827 cfm Actual airflow 827 cfm Air flow factor 0.031 cfm/Btuh Air flow factor 0.053 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.86 ROOM NAME Area Htg load Clg load Htg AVF Cig AVF (ff) (Btuh) (Btuh) (cfm) (cfm) Closet 60 1419 1049 44 56 Master bath 120 3898 2073 120 111 Hallway 78 1775 443 55 24 Bath 220 2662 926 82 50 Master bed 210 5783 4102 178 219 Study 180 2925 2265 90 121 Dining Room 210 8378 4606 258 246 Bold/italic values have been manually overridden Calculations approved by RCCA to meet all requirements of Manual J 7th Ed. �4��•# �r�CF 2019-Jun-2712.33:02 �4 Right-Suttee Universal 201919 0.07 RSU22838 Page 1 d .,isenlDocuments\wdghtsoft HVACtbcvgimerding rup Calc=MJ7 Front Door faces: N A,R&T Architects, Inc. 262 Washington Street,2nd floor Boston MA 02108 (617)451-5740 1 April 2019 Michael Verity Building Department Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold NY 11971 APR - 2 2019 Re: Wilmerding "Pump House" 4997 Equestrian Ave. �,®WN�� Fishers Island NY Suffolk Co. Tax Map #1000-009-9-3. 1 Building Permit #42169 Gentlemen: This is to let you know that Craig Gibson, an architect in our office, observed spray-foam insulation on a site visit on 21 September 2018 . The installation of spray-foam insulation in exterior roof and wall cavities appeared to be consistent with design and details drawn by us, and is, to the best of my knowledge, in accordance with applicable New York State codes. Photos of spray-foam insulation are enclosed. ,�RtDAR�y�It,i�� Very truly yours,, e �� pe•°90ee Cl dd �s 1 O <y P JEZ 14 O tl 1\P ,y✓ P �• . T'VIfS� �1 O O�THEC1Pa�,�v Jacob D. Albert giggiit.✓`a A, R & T Architects, Inc. Copy to: BD Remodeling & Restoration A,R&T Architects, Inc. 262 Washington Street,2"d floor Boston MA 02108 (617) 451-5740 1 April 2019 Michael Verity Building Department Town Hall Annex Building Q `�-?'< � 54375 Route 25 d P.O. Box 1179 APR - 2 2019 Southold NY 11,971 Re: Wilmerding "Pump House" ;3Tii�^..'� ' 4997 Equestrian Ave. TOWN OF 5® MLD Fishers Island NY Suffolk Co. Tax Map #1000-009-9-3. 1 Building Permit #421'69 Gentlemen: This is to let you know that Craig Gibson, an architect in our office, observed a pressure line test performed by BD Remodeling & Restoration, on a site visit on 30 November 2018. During this test, no leaks were found. To the best of my knowledge, the plumbing system has been installed in accordance with applicable New York State codes. A photo of water being forced out of a plumbing vent stack is enclosed. �at111f1f�,� geb40e�#�\-q�p As � de®®mow Very truly yours, f Ce e b 4i.�•• 1 � p a o � •°° o. GS 1•• � %`��s��'•••°•�•••�''•oE:m`� Jacob D. Albert '•,��, Or)fIE ctA�,,��o �acseu A, R & T Architects, Inc. Copy to: BD Remodeling & Restoration lye �••'•tR 1 • -. 'y M�... IlV••r • S r c }} i Q r , �P* r; JAL lit 4 1 SMOKING .-+ t • 1' �.� . .Nv� ' 1- saw r ,w 0. a { Y ttt n t OE souTyo y TOWN OF SOUTHOLD BUILDING DEPT. "�ouKn? 765-1802 r INSPECTION [FOUNDATION 1ST [ ] ROUGH PLBG. [ UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ( ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING a F REMARKS: s� OF IV DATEllea� INSPECTOR �r Jim r r� S a 5 r 7 I ti L .♦. M i � r J f' ,yr s c Y.. Y. T� . 1 Nor 4' • y Y "a r r. t r - F Y i r� r � T .�r t } i f • f y �j k f :� arYiC T { A �,A i t f- { "„�,`�< �. � ( yt..a� r`�t'.t.:.ri�''»"fid:�� s.•t m Wo" a 17 w _ ti ��- 2 E!;#�f $ z i+ �b µ > oi• a c. y .tel i •.o.e. r+......,^,-tet —`^..---"-__� _ _ J .W_ z.v ^j • a< Q_ k 3 n a a Amb to 7,71 , IN - t l a '.x P v m ' - y r pp 3 e� i t r, a, � a �I __ "TO 1, too M s 7 � 6r .rpr,�rVR , yr''*ah .4'' .r vY;+l'x '_ ima °k O iX �KWYJ Wool .rf s' 1'w �S ��".: ��,.; �,+�, }t,.,,�,a(• �(j � _ ,gin �.�,�z, ��„�� 3 , Ar r Ei IT 10 I i _F m e 4 �p�gc r R N#S I : TM ti u. r .d ,a f N sem. . i F ' .s>� tit a.",�-�'-� •.,,;a N. z�,�ia� �� '- —.. �� s„ o T ar ag F r...� jawl'� M low aw IN r� �3 t � 3 a d r r s y x k m i RK, "'RA a tF It ONE 50 w e a k a Bud ate_ a_� POST CMcs Km OW CONTINUOUS 2x10 PT LEDGER+ GNCB E'"LIDRSYM.REK 112.DIA 6*TITEN SS CNgcrlcu �7s MCI*,SW 300 1224 ANCHOR AT 30*oc cowiwv Eromm.P.C. amcmmcw4mmcom INTERIOR PRECAST JOIST HANGER GONC SILL WOOD DECKING 2x10 PT JOISTS ---------------t--- rn @ 16'oc CRAWLSPACE 071.111 DESCRIMON --DATE, SIMPSON DECK TIE ISSUED DRAWINGS MODEL DTTIZ 4 MIN.REQUIRED PER DECK GRADE EVENLY DISTRIBUTED ALONG THE LENGTH OF DECK BRICK FOUNDATION I TIE WITHIN 2 FEET OF EACH WALL END OF DECK-SEE PLAN SIDE VIEW ANCHOR THE DTTIZ WITH A 3/8'GALV WEDGE-ALL ANCHOR MODEL WA37700MG 2 5/8"MIN EMBED INTO WALL INSTALL PER MANUFACTURER'S WILMERDING PUMP DECK TIE DTTIZ REQUIREMENTS HOUSE MASIM KfICHEN BURDOM DTTlZ DTTlZ-,- FISHERS ISLAND,NY_ 12 '7. 12'4" CONSTRUCTION PHASE 7. DECK DTTlZ DECK TIE SPACING SEE DETAIL VERIFY IN FIELD-ACTUAL JOIST LOCATION TO ATTACH DECK TIE DECK PLAN&TIES DECK TIE INFORMATION SUPERIMPOSED UPON ARCHITECTURAL PLAN DRAWING SCALE, P11P)EMM, P. 17033 DATE 31MAY2019 DRAWN BY DECK PLAN Cl IECKED BY. 1/8"=l'-O" S1.0 IC 0 1711; K,-Ll,�4 W-1 E Ej .. ..:..... A, R &T Architects,Inc. 262 Washington Street, 2"a floor Boston MA 02108 (617) 451-5740 2 July 2019 Michael Verity Building Department Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold NY 11971 Re: Wilmerding "Pump House" 4997 Equestrian Ave. Fishers Island NY Suffolk Co. Tax Map #1000-009-9-3. 1 Building Permit #42169 Gentlemen: This is to let you know that Craig Gibson, an architect in our office, observed the installation of spray-foam insulation in exterior roof and wall cavities, and on the inside surfaces of the foundation walls. In addition, he observed rigid foam insulation installed on the exterior surfaces of the foundation walls. The insulation appeared to be consistent with design and details drawn by us, and is, to the best of my knowledge, in accordance with applicable New York State codes. Photos of insulation are enclosed. swat ••�� "�o A �i Very truly yours, ioZ 16 �'•��r7HEJacob D. Albert 8444�- A, R & T Architects, Inc. Copy to: BD Remodeling & Restoration * � fa v� 3, �Tbk + 3 �#4�'• �� n �..5-d... ;.. ,i e rte':: w ' s x rt F! x *- z .t• :k a a cr 41 ♦fix��' '^� .. Y. 4 �Y •it7 , L ZI ' A + Ck u M 9 � �n }_ a DC315 Intumescent Coating Descriptio OC315 intumescent coating for Spray Polyurethane Foam (SPF)provides an alternative 15 or 20 minute thermal barrier Fully Tested and listed in the USA by 1CC-ES,AND Canada by CCMC, OC315 is the most tested and approved atteinative thermal barrier on the market today! To be approved as an Alternative Barrier System,DC 315 is applied over a manufacturer's SPF and tested to the criteria of NFPA 186,UL 1715 or ISO-CANIULC 9705 for duration of 15-20 minutes by an accredited fire testing facility DC 315 has also been tested as an ignition barrier under AC 377 Appendix X. DC315 is fully AC456 Compliant and satisfies the International Building Code(IBC)International Residential Code(IRC)National Building Code of Canada(NBCC)and many other International model building codes. DC315 Tested Solutions for Spray Polyurethane Foam • More full scale Thermal and Ignition Barrier tests than any other product in the world • DC 315-3rd.party listed marked and inspected for Quality Specifications Control,QAI Laboratories File B1117 • Tested useful life,fire resistant property is not compromised Finish: Flat after 50 years Color: Ice Gray,White,Dark Greyand • Top coat for color,weather&moisture protection,tested,via Charcoal Black NFPA 286 full scale testing • ANSI 51 testing for incidental food contact V.O.C.: 18 g/l • Passed CAL 1350-qualify DC 315 as a low-emitting material in Volume Solids: 67% the Collaborative for High Performance Schools rating system @ 771&50%RH To touch (CHPS Designed&CHPS Verified) Drying Tlme 1-2 hours,to re-coat 2 to 4 hours • Passed strict EPA—V.O.C.and AQMD air emission requirements(for all 50 states) Type of Cure: Coalescence •3rd Party tested"Single Coat Coverage"up to 24 Mils WFT,on Flash Point: None ceilings and walls,reducing labor costs equaling higher profits • Meets Life Safety Code 101 Reducer/Cleaner: Water • Meets LEED's point Shelf life: 1 year(unopened) Packaging: 5&55 gallon containers *End Use Apptications:DC315 is for interior use as a thermal Shipping weight: 5 gallon ail-58lbs. or ignition barrier coating to protect SPE Contact IFTI for pp g g 5gallon drum-640 lbs. instruction for using OC315 in other applications such as,but not limited to,cold storage,parking garages,high humidity,or Application: Brush,roller,conventional and any unconditioned spaces airless spray Performance: 50+years HOAC tested QAI Listed: File B1117 n, lls, ., 1C Ats DC315 Intumescent Coating Visit us at our website www.painttoprotect.com to obtain a current matrix of all the manufacturer's foams DC 315 has been tested PSI: 3000 and approved as Thermal or Ignition barriers in compliance with current Building Codes. GPM' 1.1 Tip: 517-523 or equivalent. International Building Code Rre Performance Requirements for Filter Removal from the machine and gun is required SPF:The International Building Code(IBC)mandates that SPF be Hose: 3/8"diameter airless spray linefor the first 100'from pump separated from the interior of the building by a 15-minute thermal and 1/4'x 3'whip barrier,or other approved covering.OC 315 passed certified NEPA 286 and UL 1715 test over a variety of open and closed PSI: 3300 cell spray applied urethane foams that were conducted by IAS GPM: 1.35 certified testing facilities.All tests performed comply with the requirements of 2009 IBC Section 803 1.2,and Section 2603 9,2012 Ti p: 517-523 m equivalent IBC Section 803.1_2 and Section 2603.10 Filter: Removal from the machine and gun is required Hose: 3/8"diameter airless spray line for the first 100'from pump Alternative Ignition Barrier Assemblies DC 315 meets the and 1/4"x 3'whip requirements for ignition barrier per AC 377,Appendix X. i Pump ' 7900 or ' PSI: 3300 National Building Code of Canada Alternative Thermal Barrier GPM. 2.2 Assemblies:DC315 prevents flashover for 10 minutes for Tip: 517-529 or equivalent. Combustible Construction or 20 minutes for Non-Combustible construction when tested to the CAN/ULC 9705 Standard and Filter: Removal from the machine and gun is required meets the Intent of NBC Section 3.15.12 for the protection of Hose: 1/2"diameter airless spray linefor the first 100'300'from foamed plastics.Ensure application thickness s applied according pump and 1/4"x 3'whip to building type. Purrp: (Grace)1833 or equivalent PSI: 4000 European Union:DC315 has been tested over both medium density GPM: 40 and low density spray polyurethane foam and provides an EN13501- Tip. 517-529 or equivalent. 1 Fire Classification of B-S2-D0. Fitter: Removal from the machine and gun is required Australia and New Zealand:DC315 has been tested to the AUS Hose: 1/2'diameter airless spray line for the first 100'-300'from pump and 1/4"x 3'whip ISO-9705 over spray pclyurethane foam and meets Group 2 Classification.IS05660(part 1 and 2)tests confirm Group number classification as 1 which allows forthe addtion of the thermal barrier coating to upgrade the fire rating Test g USA European Union • ASTM E84-Flame Spread 0 Smoke 10 •BS 476 Part 6&7 • NFPA 286, •BS EN ISO 11925-2 • ASTM E2768-30 minute Ignition Resistant material •EN 13823 •EN 13501 Classification B S2 DO Canada • CAN/ULC S102 FSR 23 SDC 145-,"tested as a system over SPF) AustralialNew Zealand • CANIULC S'01 •AUS ISO 9705 • CAN/ULC 970510 and 20 minute assembly testing •ASINZS 1530.3 • CAN/ULC S-145 •AS 5637.1 Group Classification 2,NZBC Group 2-S •ISO 5660 Parts 1 and 2 Internakonul Fireproof TCChnoip"Inc. IntemationalFireproof Technology,Inc Of fire-949-975-B588 r The Ultimate iw firestap Solutions and Fire Protechw Coatings 17528 Von Karman Ave.lrvine,CA 92614 web Site www.painttoprotect.com Rev 082019 Email:ptp@painttoprotectcorn INVOICE Quality Insulation of Eastern Connecticut Customer Number 57154 Division Code:662 Invoice Number 597017847 505 Norwich Ave Invoice Date 27-Aug-1 9 Tattville,CT 06380-1334 Sales Person Benito, Kevin (860)886-2638 Product Trade Thermal Barrier LICii:NHC.0010592;HIC.0610444 Customer Bill To Address Remit To Address: BD REMODELING AND RESTORATION ATTN:AR,Quality Insulation of Eastern CT P.O.BOX 447 P O.Box 534451 FISHERS ISLAND,NY 06390 Atlanta,GA,30353-4451 Une PO# SO# Ship Address Trip Amount Description Tax Total 1 Wilmerding Dr Thermal Installed DC-315 1 75411324 405492550 Fishers Island, 1,600-00 paint over spray included 1;600.00 NY Barrierrfoam insulation Total Contract Amountl 1,600,001 Com lebon to Date 1,800.00 Previous Billing 0.00 Previous Retainage Billing DAO Previous Retainage 0.00 Invoice Amount 1,600.00 Less:Current Retainagel 0.00 Less:Paymentsi Payments0.00 Due by 9127199 1,600-00 REMITTANCE COPY PLEASE RETURN THIS PORTION WITH YOUR PAYMENT TO Remit To Address: Customer Number 57154 ATTN:AR,Quality Insulation of Eastern Connecticut, Invoice Number 597017847 P.O.Box 534451 Invoice Date 27-Aug-19 Atlanta,GA,30353-4451 PO Number 75411324 PO Date : NA Sales Agent Benito,Kevin Division Code : 662 MCS Contract Number: 405492550 Total Due by 9127119 1,600.00 ma REMODELING & RESTORATION INC. July 5, 2019 Town of Southold #'1 Building Department JUL - 9 2019 Town Hall Southold ,NY 1197 . 1- Attn: Mike Verity Mike, please find enclosed sign offs from Jacob Albert for fire stopping, spray foam insulation, and deck framing and footings. Also please find pictures of deck framing, hardware installation and benches, deck plans and structural ties for the deck. This is for The Wilmerding Pump House permit # 42169 4997 Equestrian Ave Fishers Island NY 06390. Best Regards, Shaw Shawn Pierce Project Manager BD Remodeling shawnAbdrrusa.com 860-287-3176 THE GLOAMING,BOX 447,FISHERS ISLAND,NY 06390 TEL (631)788-7919 FAX (631)788-7192 A, R & T Architects, Inc. 262 Washington Street, 2"d floor Boston MA 02108 (617) 451-5740 2 July 2019 i p Michael Verity K' �r Building Department JUL - 9 2019 Town Hall Annex Building 54375 Route 25 I?TJ7=T.GDEPT P.O. Box 1179 70 1Y `_1-pi SOUTHGLD Southold NY 11971 Re: Wilmerding "Pump House" 4997 Equestrian Ave. Fishers Island NY Suffolk Co. Tax Map #1000-009-9-3 . 1 Building Permit #42169 Gentlemen: This is to let you know that firestopping was installed, and is, to the best of my knowledge, in accordance with applicable New York State codes . A photo of fire-caulking at sill plate penetrations is enclosed. ��'�• U\;o� e�cl1•�� Very truly yours, ID • jo 9 Z i o0 oz . c t ,�• 0'1HE CiP�.�� IV Jacob D. Albert I-,&, ••••••�� A, R & T Architects, Inc. Copy to: BD Remodeling & Restoration % ^^ . � a � 2 »° _� !% �: .: . . > � �, , : � _ �� \ \ .��/ �/ \ � ��\ ��£ �} �� « « \ �/� ��: � ��. \ ��2 . ., .vim : � �. . <�< « « ^�� « . d� +® ` - °� � ° ® ,� . . e . g . . . . , � \ �«< � } « \ ��\: \ \ \ � �\\< ! � 2 \ \ \ \ (°\ � < � / � �� Z\\ « � \ � � � �/ �� } . w � �� . �1 \\ \ \ } \ ~ \ . � .\�\ ;�� > \ > %6�\ ��\ �/ ��" \� , ^� ��< �� A, R &T Architects, Inc. 262 Washington Street, 2"a floor Boston N1A 02108 (617) 451-5740 2 July 2019 Michael Verity Building Department Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold NY 11971 Re: Wilmerding "Pump House" 4997 Equestrian Ave. Fishers Island NY Suffolk Co. Tax Map #1000-009-9-3 . 1 Building Permit #42169 Gentlemen: This is to let you know that the construction of the deck appeared to be consistent with the plan drawn by us, and is, to the best of my knowledge, in accordance with applicable New York State codes . Enclosed are the following supporting documents : • Floor Plan of deck, showing 3' landings at doors . • Structural Engineer' s plan of deck w/section detail and notes on deck tie bracing. • Photos RtDARCy#IF++�y+ Very truly yours, •�� •'•D At9 ~•' Cr �� O r G ( J • °`rHEJacob D. Albert 144865% �� A, R & T Architects, Inc. Copy to: BD Remodeling & Restoration E A, R & T Architects, Inc. 262 Washington Street, 2"d floor Boston N1A 02108 (617) 451-5740 2 July 2019 Michael Verity Building Department Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold NY 11971 Re: Wilmerding "Pump House" 4997 Equestrian Ave. Fishers Island NY Suffolk Co. Tax Map #1000-009-9-3 . 1 Building Permit #42169 Gentlemen: This is to let you know that Craig Gibson, an architect in our office, observed the installation of spray-foam insulation in exterior roof and wall cavities, and on the inside surfaces of the foundation walls . In addition, he observed rigid foam insulation installed on the exterior surfaces of the foundation walls . The insulation appeared to be consistent with design and details drawn by us, and is, to the best of my knowledge, in accordance with applicable New York State codes . Photos of insulation are enclosed. �%% ``�\'•''o �r •.,• Very truly yours, .fog ke� �•. • � 3 • or THE Jacob D. Albert 4448814.-- A, R & T Architects, Inc. Copy to: BD Remodeling & Restoration �: ra ink �` k xfV k f v "'t qtv SMOKING a d �.. ; t fps• •� x r £w ;a .B' y � g L . 4 i rR a IP� H e F, 1 ? YI Q 77 - s.w town y A R, a � z r � ; s r 'tan ,f�N sr � r s f A, R&T Architects, Inc. D �cr5O'V[g 262 Washington Street,2 floor DD Boston MA 02108 (617) 451-5740 SEP 2 0 2016 20 September 2018 $URDINGDEPT. TOWN OF SOUTHOLD Michael Verity Building Department Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold NY 11971 Re: Wilmerding "Pump House" 4997 Equestrian Ave. Fishers Island NY Suffolk Co. Tax Map #1000-009-9-3. 1 Gentlemen: This is to let you know that I observed footings on a site visit on 2 May 2018 and foundation on 17 May, before back-filling and floor framing. They were consistent with design and details drawn by us and by GNCB structural engineers, and are, to the best of my knowledge, in accord with applicable New York State codes. Foundation pictures from BD are enclosed. I' ll also note that the LVL beams by Louisiana Pacific Corp. used in framing are rated for 2, 900 psi Fb, exceeding the 2, 600 psi called for by GNCB engineers . They have confirmed this . Very truly yours, 0.�a�ni.r,�, Jacob D. Albert A, R & T Architects, Inc. •..00 A<Qy. 'r, ••GO cg9ti� �� Q Ae Copy to: BD Remodeling & Restoration s •�s3= ft t :• 2�e• `� 4 >+��•pJj •••i'.i 68•x. l ' A,R&T Architects, Inc. 262 Washington Street,2nd floor Boston MA 02108 (617) 451-5740 26 September 2018 Michael Verity Building Department Town Hall Annex Building RD 54375 Route 25 P.O. Box 1179 Southold NY 11971 f SEP 262018 Re: Wilmerding "Pump House" 4997 Equestrian Ave. 81��Tprta �' 'T. Fishers Island NY Suffolk Co. Tax Map #1000-009-9-3 . 1 Vr • -"Iry� ��'D Building Permit 442169 Gentlemen: This is to note that the LPI 32 Plus 91-1" engineered wood I- joists used in construction meet or exceed the design values of the 91-�" Weyerhauser TJI 230' s that were noted on GNCB structural engineers' plans . They have confirmed that the LPI joists are acceptable. This is to confirm that BD applied damp-proofing to the outside of the crawl space concrete foundation before back-filling. A foundation picture from BD is attached. Very truly. yours, Jacob D. Albert ,a`\1�RtDAACil,' A, R & T Architects, Inc. •��+'��`�G°�9"p° y�r 9Al S l7 O Y i Copy to: BD Remodeling & Restoration • �� °P.��. 1682 .°°�C�o�� f{E 11 �aaltltl.r t' i P IWor OP O. �.� ,. 4 €r T. . •, - t,;.ice. :-s a - r , ' ...•.fir �i�. .. W - st e w � .y RR : ifs. a r dw � s ,` •+t' `°� 1 fid.� �' -.. ,°� � Y ♦ yr �.r.-� � .•.Tom. .�F�- a°.S r1 'f°5�1�. �`� ♦��} ,..,�- +•y4ip Ta. Y I` n _r 1 a `L 1 t� ti t +g � 4;,, s �♦ •—'�1 . .� : .. � .+�..� V� •�.�,�qg tib, ��.,.:�; 4�s�•t�.-�_., .. � � �__- '` �'•Vic. •4 � •` � Qilr�,.9' �y'.�: s T W :-Nftli •�` __.fit, .� -Y.1.t` rr ' -` - �� ,� - �t,. • � ��4. - R q- � \ fit. ••.t�. �_ • y .,tea' _ t i `• _ '� � .s ^•• Vii.�� }.9 +S •3 y} tt +'T' _ _ w s �,p l f� n c ►�T p A .�T A-rn 6 t "5 uLA'Czor`1 A, R & T Architects, Inc. 262 Washington Street, 2"d floor Boston MA 02108 (617) 451-5740 2 January 2020 Michael Verity Building Department Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold NY 11971 Re: Wilmerding "Pump House" 4997 Equestrian Ave. Fishers Island NY Suffolk Co. Tax Map #1000-009-9-3. 1 Building Permit #42169 Gentlemen: This is to let you know that I was informed and sent pictures by B. D. Remodeling & Restoration on 31 December 2019 showing that they had installed fire-retardant intumescent paint on spray- foam insulation in accessible attic spaces. The installation of intumescent paint on spray-foam insulation in exterior roof and wall cavities in accessible attic spaces appeared to be, to the best of my knowledge, in accordance with applicable New York State codes. Copies of these photos of painted spray-foam insulation are enclosed. Very truly yours, ytt9tltf�/�'ry Jacob D. Albert `,�•• N;�iLRcDAR�M�� S'�, A, R & T Architects, Inc. eR16 's, to 9 S i Copy to: BD Remodeling & Restoration t ,tee r or t?tr fffffff/ 4' {T- 3 ti a .fir y ♦ tik �`' � 5 �'f �' '.fir , ae� e�k .'1 � �i� P ! ♦ �r: :y,e�d�S ON ! r s�e<, ,R f�i � r��•t •� t( bw,,t � � rt.`� }� +� ar�': wf� ��'° 1� a rt= �• i '�' t� '`,�f } d�i4 !r , II�' � {�'r y +� n rt" � � , �t �� R l� �T,'r} �Ar♦�'��'t x� � ,•� r°f°*.tr� k�. �`.i ) k a x , " .ri d xtr�„ Ai 'i��'� �• � k�f,rf J ti`. }��K y '!�" J`' "+ ,.a'�« ��: �i$`)5♦tit. � - +,,j (�` � � � �- : 3� � r .« v y" ZVrM1s#k '°Ty_ br M+,,, a 4 l S '� w'(!^""� s �/'rd � w r rl) ` t�}jb #a /'•* ��.pY�. - b l.l , �r 1. * r 4 •i t 4 , # ' � � e f. �ffa IF• / i7.(9., Ftt ,:d" � u a fir_ , � � 'r •; ��". r71 4•i LM y IT � R:! �� -hr add— _ f :•h'^s�T �t' C s` C� n xa •x. p-. A3 r ' u, �js, w, f. a W.. i P 3 Y a x T 4 1 �x f �* AF :. � k R n. s f° R d' ........... V SU 'ficate lation d I Uer DO NOT REMOVE. PLEASE POST NEAR ELECTRICAL PANEL. This form must be filled out and posted to comply with building code requirements. Meets 1110 requirements: 2006 IRC- N1101.2, N1101.4, N1101.8 2009 IRC- N1101.2, N1101.4, N1101.8 2012 IRC- N110'1.3, N1101.7, N1101.12 The following spray polyurethane foam pr duct(s)has/have been installed. ❑Classic Ej- Classic Plus ProSeal Fj ProSeal Eco ❑ MD-C-200 Ej Other Please consult International Building Code(IBC), Chapter 26- Plastic and International Residential Code (IRC) 2006 IRC 8314, 2009 IRC R316, 2012 IRC R316- Foam Plastics for specific requirements.The aforementioned Icynene spray polyurethane foam insulation systern(s) has/have been installed in accordance with manufacturer's processing guidelines to provide a thermal resistance of.- Area Insulated Aged R-Value Thickness' Attic Area R- at inches Sloped Ceilings R- at inches Walls (location): R- at inches Walls(location): R- c at C inches Floors(over an unheated crawl space) R- F at inches Crawl Space Perimeter R- at inches Basement Walls R- at inches Other(location): R- at inches 'Nominal thicknesses are representative of field,spray-applied foarn material, Jobsite Address —' \A**';IV"'P-gra-1;14 c4 r6 6 Icavk Date of Insulation Installation ...... Vi I%-- I cy-/i 9FI- Building Contractor JYL 5- 't 1 01t4 V, C iO Insulation Contractor CA. t _Z6 14 C Insulation Contractor Phone 10 Installed By Icynone Inc. 6747 Campobello Road Mississauga.Ontario L5N 21-7 Canada MIN Ph: 1.800.758.7325 - ICYNENECOM ~�` SL-601 0 Updaled April 2075 The Evolution of Insulation FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) -------------------------------- FOUNDATION (2ND) ROUGH FRAMING& y PLUMBING V\ - rb INSULATION PER N.Y. y STATE ENERGY CODE t ' ' 1 FINAL 9 , I S ADS IONS C`IiAMENTS Fd g m X ao aqq . qb rc(-* q too rer r: rt •: o •» • r . r t �• f• • t: t Ko Well _ _ s t • • r �..:.:..� _�_. -- _ rte— ,► r i :17AR Mum V lio FALAWI 111111111 1_IW- AZM ..�1./irYl�.�� L.��.A�i•`�Ar �fi rtrt.�.. ��► � �-—•-. �i f•• `.�y�r fir.'/.I"�yr / I' TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDINGfDEPI RTMENT Do you have or need the following,before applying? TOWN HACL ` Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans i� TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 /��, Survey � _ SoutholdTown.NorthFork.net PERMIT NO. l� Check L-- Septic Form Af N.Y.S.D.E.C. Trustees !� Flood Permit9A k- Examined ,20 a Storm-Water Assessment Form Contact: Approved p2 20 Mail to: (3� f Disapproved a/c � (S�_E1�xv►a,vu �� Phone: Expiration 20 ABuildbpector ZIED V i D APPLICATION FOR BUILDING PERMIT JUL 12 2017 Date 20 _ INSTRUCTIONS 3UII.I)ING D fi'U OF Sp lication MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets ofp ans, 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 complexed within 1$-months frow such data. If no zoning arnenudiments or 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 d9qolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing , and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. • i Rdture of applicant or name,if a corporation) 0 001, Lty7 �L_ ,n " (Mailing address of appli ant) State whether applicant is owner, lessee, agent architect, engineer, general contractor, electrician,plumber or builder I nn Name of owner of premises--AlL` kr_kt (As onl4he 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: Qs &Y jN AVe_ � �' ned House umber Street Hamlet County'Tax Map No. 1000 Section ®Ct Block Ct Lot st L Subdivision Filed Map No. Lot 2. State existing use and occupancy of premise and intended use and occupancy of proposed construction: a. Existing use and occupancy psi alQh t c b. Intended use and occupancy_ r2ol, 3. Nature of work(check which applicable): New Building Addition C Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee ,(To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor ,(! If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Y' Depth 7. Dimensions of existing structures, if any: �„ Rear a Height 16 Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height ®l @ Number of Stories I PP 8. Dimensions of entire new construction: Front 27 P S_ Rear w Depth Height�� Number of Stories qq � e 9. Size of lot: Front Rear J0Z- Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NOA 13. Will lot be re-graded?YES NOXWill excess fill be removed from premises?YESX NO 14.Names of Owner of premises Address Phone No. " Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. a►� " b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at.10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF rtcv�o I" being duly sworn,deposes and says that(s)he is the applicant SP &MWJQI 411 (Name of individua signing contract)above med, (S)He is the � Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the s 'd work and to make and file this application; that all statements contained in this application are true to the best of his knowle a nd 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 20 1-7 rL Notary Public a` f�S'%::;:r.,,9 'o Signature of Applicant JA80N W.bRENA .•` o� r 1 PIotay Public-State of NewYoi3c �„� No.01DR6350454 _ Qualified in Suffolk County N My Commission Expires November 7,2020 �"r '.,o�O +9p�b: . ,•" kb 'P,,; 4K CO , BUILDING DEPARTMENT- Electrics Spector TOWN OF SOUTHOLD MAR 2019 Town Hall Annex - 54375 Main Road - PO 0 Box 1179 Southold, New York 11971-0959. Telephone (631) 765-1802 - FAX (631) 765-9502 ro_qer.t,ichert(Dtown.southold,ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: 06r)z' 12 Date: Company Name: P ze�7_ 16n_c I, Name: r-2� License No.., —rh iE5 email: Z'hr J r Address: /Vao–Vw 6jaga "%aq ill-!Y119 1"7:i5bCAa:Ta(Gn"V 6G3 0 LPhone No.. —2 89—�2 3 Z 2 1 Ce_) JOB SITE INFORMATION: (All Information Required) Name: Address: A) �)G320 Cross Street: Phone-No.: �2 Bidg.Permit#: email: ITax Map District: 1000 Section: 013 Block: Lot: 3® BRIEF DESCRIPTION OF WORK (Please Print Clearly) '5eC L"r2l JLt— 11� PCXANAA Circle All That Apply: Is job ready for inspection?: YYJE I NO Rough 1 n Final Do you need a Temp Certificate?: QE9 � Issued On Temp Information: (All information required) Service Size3 Ph Size: A #Meters Old Meter# E�) -RP(, New Service - Fire Reconnect- Flood Reconnect -Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 0 L/0 82-Request for Inspection FormAs Scott A. Russell , �°SUFI STO]KI�VIWA\T]EIK n:. SUPERVISOR U M[ANAGI]EM[]EN T 53095 Maz Road-UTHOLD S 9 OUTH0 D NEW YORK 11971 '�� Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES '1('lH[IS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑[Z A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑� B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑� C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑RD. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑M E. Site-preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. E]R] 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. Ifyou 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 Profession I,Agent,Contra Other) S.C.T.M. #: 1000- Date: District NAME l�e® '�►"(� yX--e j . 7/7//7fPj (Print) Sectron Block Lot "gy °",�Q�� fi`, FOR T UJI DING DrPARTNIEN-I- t,SI: t_3N]_.,' A ¢4 Contact fnformation- "'l.fi�— �--�7 4 ✓( L fes' 76,pi o,,wmxr, Reviewed By. Date- Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — Q Approved for processing Building Permit. — — Stormwater Management Control Plan Not Required � :USt-Q!A 1:1Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 ®S„ /r CHAPTER 236 STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST U) DATE: APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) U__ s NAME: 411- Dd b S C T M #: 1000 og, C� '3A Telephone Number- District Section Block Lot S M C P -Plan Requirements: The applicant must provide a Complete Explanation and/or validation of all Information Required by this Checklist if it has not been provided, 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 Here, 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 - ®� b. Total Site Acreage. c. Existing-Natural& Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2) d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 00 �(j — e. Limits of Clearing&Area of Proposed Land Disturbance. �0 f. Existing&Proposed Contours of the Site (Minimum Z Intervals) �0 t g. Location of all existing&proposed structures, roads, 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. ® wl �0 j. Location of proposed Soil Stockpile Area(s). �0 k. Location of proposed Construction Entrance/Staging Area(s). 1. Location of proposed concrete washout area(s). 00 M. Location of all proposed erosion&sediment control measures. 0 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate 00 on-site the run-off from all impervious surfaces generated by a two(2")inch i amfall/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. b. Construction Entrance&Site Access. 0� c. Inlet Drainage Structures (e.g catch basins,trench drains,etc) 000 T d. Leaching Structures (e g.infiltiation basins,swales,etc) 00 FORM * SWCP Check List-TOS JAN 2014 NWU A,,L �v �C, f7C-ewt rr *42 t(09 WA-P t000 , 5&e—' 0 OLOC-44 q I L-0 r �, 1 +wrightsoft. Load Short Form Job: I L*to,101; Date: Z7111 Entire House By, BC Heating &Cooling Project Information For. Wilme'rding Pump House fj x-99 7 v MrM as Aide Design Information Htg Cig Infiltration Outside db(*F) 8 92 Method Simplified Inside db(°F) 70 75 Construction quality Average Design TD(°F) 62 17 Fireplaces 0 Daily range - M Inside humidity 30 60 Moisture difference(grfib) 26 21 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Trade Trade Model Cond AHRI ref Coil AHRI ref Efficiency 80 AFUE Efficiency 0 SEER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 'F Total cooling 0 Btuh Actual air flow 827 cfm- Actual air flow 827 dm Air flow factor 0.031 cfm/Btuh Air flow factor 0.053 cfm/Btuh Static pressure 0 in H2O Static pressure 0 In H2O Space thermostat Load sensible heat ratio 0.86 ROOM NAME Area Htg load CIg load Htg AVF Cig AVF OF) (Btuh) (Btuh) (Glml) (cfm) Closet 60 1419 1049 44 56 Master bath 120 3898 2073 120 ill Hallway 78 1775 443 55 24 Bath 220 2662 926 82 50 Master bed 210 5783 4102 178 219 Study 180 2925 2265 90 121 Dining Room 210 8378 4606 258 246 FEB3 2020 Soldritalic values have been manually overfidden Calculations approved by ACCA to meet all requirements of Manual J 7th Ed. VVkiafi.**ovk- 2019-Jun-271233 02 a 71 ReG Universal 2019 19.0.07 RSU22838 Pagel t Isen NDDcumentrkMghtsoftWAC%bcwllmerding.rup Calc=MJ7 Front Door faces: N c r Entire House d 1078 26840 15465 827 827 Other equip loads 0 0 Equip.@ 0.97 RSM 15001 Latent cooling 2511 TOTALS I 1078 26840 I 17512 I 827 827 Boldfitallc values have been manually overrldden Calculations approved by ACCA to meet all requirements of Manual J 7th Ed. 2013Jun-2712 33 02 bu�•raxno+a,�aa Right-Sude®Unrversa1201818.0.07RSU22838 Paget ..,IsenlDocumentslWdghtsaftHVAClbcwilmording.rup Calc=MJ7 Front Door faces: N 4 a1 I i r r Sheet 1 82 cfm '56 cf n 120 cfm CI set Bath Master -at i 827- - Hallw'y - 55 cfm Dininq Roon StudV Master be( 4 i12)'cfA61 cfm 61 cfm 9-12' cfm 110 cfm 11 cfm i 10 I I tn' Job#: FdAp 66� ` !, g7 u+1 '�� Scale: 1 :70 Performed for: ® ^ ryK 'P Pee 1 Wilmerding Pump House 9 Rig ht-Suite@)Universal 2019 19.0 07 RSU22838 f6 q t 2019-Jun-2712:33.18 ...WrightsoRHVACIbmilmerding.rup �s s �t BDRR Wilmerding 5-15-18 KEITH HARLOW Revised 5-15-18 RINGS END OF PO BOIX 7INC 14 N IANTIC,CT 06357-0714 j Phone:(860)739-5441 t Quote#:SEAM66C Email:keith.harlow@ringsend.com A Proposal for Window and Door Products prepared for: Shipping Address: RINGS END OF NIANTIC INC This report was generated on 5/16/2018 11:26:09 28 HOPE ST AM usingthe Marvin Order Management System, version 0002.20.00(Current).Price in USD.Unit NIANTIC,CT 06357-2444 availability and price are subject to change.Dealer terms and conditions may apply. Featuring products from: MARVIN a BBe'aed p z b DEC 17 2019 OMS Ver.0002.20.00(Current) BDRR Wilmerding 5-15-18 Product availability and pricing subject to change. Revised 5-15.18 Quote Number:SEAM66C Architectural Project Number: UNITSUMMARY The following is a schedule of the windows and doors for this project.For additional unit details,please see Line Item Quotes. Additional charges,tax or Terms and Conditions may apply. Detail pricing is per unit. NUMBER OF LINES: 11 TOTAL UNIT QTY:16 EXT NET PRICE: USD 59,741.21 LINE MARK UNIT — ? BRAND I ITEM NET PRICE QTY I EXTENDED NET PRICE 1 "A"Single Marvin Clad Ultimate Awning _--- 1,197.39 ,y 3 — 3,592.17 CN 3632 �_- _ RO 377""X 315/8" _ 2 "A"Triple_ Marvin I Clad Marvin Assembly 3,495.13 1 ; 3,495.13 ! 1 RO 109"X 315/8" __ 3- "C"Tempered(4- Marvin Clad Ultimate Double Hung-Next Generation 2,480.87 - 2� 4,961.74 L- 9/16) ---{-__ 2.0 _ _RO 38"X 77 4 "C"Tempered(6- Marvin _, Clad Ultimate Double Hung-Next Generation ~-2,527.83 ` 1 2,527.83 11/16") 2.0 RO 38"X 77 7/8" 5 "C"Double Marvin Clad Marvin Assembly ; I�— 4,605.65 2 9,211.30 ' RO 75"_X_77_7/8" _ — -__ 6 "C"Double(half _ Marvin Clad Marvin Assembly T 4,736.35 2 9,472.70 1 _ I tempered) _ RO 75"X 77 7/8" 7 "C"Triple Marvin_ Clad Marvin Assembly 6,908.09 1 6,908.09 { _RO 112"X 77 7/8"__ 8 "D" —" Marvin— Clad Ultimate Double Hun -Next Generation ! Z 656.17 ! 1` 2,656.17 i g ? 2.0 (_ RO 45 3/4"X 77 3/4" 34.26 1 1 6,234.26 9 Door 1/1T/iS Marvin Clad Marvin Assembly 6,2 RO 73 5/8"X 95 3/4" {_ 10 Door 2/27/25 Marvin Clad Marvin Assembly 5,739.65 1 5,739.65 . RO 615/8"X 95 3/4" _�_— — ---- III 11 Door3/3T/3S j Marvin Clad Marvin Assembly 4,942.17 1 1 4,942.17 , RO 34 7/16"X 95 3/4" ! OMS Ver.0002.20.00(Current) Processed on:5/16/201811:26:09 AM Page 2 of 16 OMS Ver.0002.20.00(Current) BDRR Wilmerding 5-15-18 Product availability and pricing subject to change. Revised 5-15-18 Quote Number:SEAM66C _ Architectural Project Number: I LINE ITEM QUOTES The following is a schedule of the windows and doors for this project.For additional unit details,please see Line Item Quotes. Additional charges,tax or Terms and Conditions may apply. Detail pricing is per unit. Line#1 Mark Unit:"A"SingleNet Price: 1,197.39 Qty:3 Master Closet,Master Bath, Powder room Ext. Net Price: USD 3,592.17 hWV1N 1. Stone White Clad Exterior " I... ' '""" I Primed Pine Interior Clad Ultimate Awning-Roto Operating CN 3632 Rough Opening 37"X 315/8" Frame Size 36"X 311/8" Performance:StormPlus IZ3 Stone White Gad Sash Exterior Primed Pine Sash Interior i IG-3/4" StormPlus Low E2 w/Argon Black Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Black Rectangular-Special Cut 3W3H Stone White Clad Ext-Primed Pine Int Ogee Interior Glazing Profile As Viewed From The Exterior I Standard Bottom Rail CN 3632 I White Weather Strip RO37"X 315/8" IIII White Folding Handle White Multi-Point Lock Interior Wood Screen Charcoal Hi-Transparency Fbrgls Mesh Primed Pine Ogee Interior Screen Profile Solid Wood Covers 611/16"Jambs AL Nailing Fn ***Note: Reference the Installation instructions for StormPlus certification requirements. i OMS Ver.0002.20.00(Current) Processed on:5/16/201811:26:09 AM Page 3 of 16 OMS Ver.0002.20.00(Current) BDRR Wilmerding 5-15-18 Product availability and pricing subject to change. Revised 5-15-18 Quote Number;SEAM66C Architectural Project Number: Line#2 Mark Unit:"A"Triple Net Price: 3,495.13 Qty:1 Dining Room Ext.Net Price: USD 3,495.13 Stone White Clad Exterior 'A..d... "._.. Primed Pine Interior _ 3WSH- Rectangle Assembly i J Assembly Rough Opening 109"X 315/8" r✓ I Unit;Al Vaewea From s «w Clad Ultimate Awning-Roto Operating RO 109"X 315/8" CN 3632 Rough Opening 37"X 315/8" Frame Size 36"X 311/8" Performance:StormPlus IZ3 Stone White Clad Sash Exterior Primed Pine Sash Interior IG-3/4" StormPlus Low EZ w/Argon Black Perimeter and Spacer Bar 7/8"SOL-With Spacer Bar-Black Rectangular-Special Cut3W3H Stone White Clad Ext-Primed Pine Int Ogee Interior Glazing Profile i Standard Bottom Rad White Weather Strip White Folding Handle White Multi-Point Lock Interior Wood Screen Charcoal HI-Transparency Fbrgls Mesh 11 Primed Pine Ogee Interior Screen Profile Unit;A2 Clad Ultimate Awning-Roto Operating CN 3632 Rough Opening 37"X 315/8" Frame Size 36"X 311/8" Performance:StormPlus IZ3 Stone White Clad Sash Exterior Primed Pine Sash Interior IG-3/4" StormPlus Low E2 w/Argon Black Perimeter and Spacer ear I 7/8"SOL-With Spacer Bar-Black Rectangular-Special Cut 3 W3H Stone White Clad Ext-Primed Pine Int Ogee Interior Glazing Profile Standard Bottom Rail White Weather Strip White Folding Handle White Multi-Point Lock Interior Wood Screen Charcoal Hi-Transparency Fbrgls Mesh Primed Pine Ogee Interior Screen Profile Unit:A3 Clad Ultimate Awning-Roto Operating CN 3632 Rough Opening 37"X 315/8" Frame Size 36"X 311/8" Performance:StormPlus 1Z3 i Stone White Clad Sash Exterior Primed Pine Sash Interior IG-3/4" StormPlus Low E2 w/Argon Black Perimeter and Spacer Bar 7/8"SOL-With Spacer Bar-Black Rectangular-Special Cut 3W3H —^Stone White Clad EM-Primed Pine Int Ogee Interior Glazing Profile OMS Ver.0002.20.00(Current) Processed on;5/16/201811:26:09 AM Page 4 of 16 OMS Ver.0002.20.00(Current) BDRR Wilmerding 5-15-18 Product availability and pricing subject to change. Revised 5-15-18 Quote Number:SEAM66C Architectural Project Number: Standard Bottom Rail White Weather Strip White Folding Handle White Multi-Point Lock Interior Wood Screen Charcoal Hi-Transparency Fbrgls Mesh Primed Pine Ogee Interior Screen Profile Factory Mull Charge 611/16"Jambs I AL Nailing Fin ***Note: Mullions must be checked to ensure compliance with Jobsite requirements for structural loading. ***Note: This configuration is certified to AAMA 450. Mull certification ratings may vary from Individual unit certification ratings. ***Note: Reference the Installation Instructions for StormPlus certification requirements. Line#3 Mark Unit:"C"Tempered(4-9/16) Net Price: 2,480.87 Qty:2 Dining Room(flanking door) Ext. Net Price: USD 4,961,7411 MRVIN ZL i Stone White Clad Exterior ` d,-• ••• °••.• Primed Pine Interior Clad UIIIP :;;P!! rr orn�hl - Generation 2.0 ❑❑❑ I Fram37"X 77 3/8"ougening Yes, this is correct ❑F ❑ I Performance:S . 5 I Cottage 31.875:6.875:6 9.875 Top ❑�❑ } Stone sWhite Clad Sash Exterior = Primed Pine Sash Interior f G.S.313/4"X317/8" Confirm the frame size of unit type IG StormPlusTemperedLowE2w/Argon "C"; The scope sheet& elevations Black Perimeter and Spacer Bar have conf@ictinq sizes 7/8"SDL-With Spacer Bar-Black RectaStone gular White Clad-Special Primed SHOP D NG R ! Stone White Clad Ext-Primed Pine Int �'" EVEW Ogee Interior Glazing ProfileI E'i R d V i e w i s ?OF general As Viewed deriofmom The Bottom Sash C®Pl@ipUsnce with the Contirsct Ro38"X777/8" i Stone White Clad Sash Exterior Documents No responsibility Primed Pine X3terior G.S.313/44""X 38" is murned for the correctnos8 IG-i Lite of the diinansions or detalls. StormPfus Tempered Low E2 w/Argon No ettplon taken Black Perimeter Bar Ogee Interior Glazing Profile Make cormdkm noted White Interior Weather Strip Package Amend&resubmit13 White Exterior Weather Strip Package T, _ Taraearks I White Non-Tilt Sash Lock White Top Sash Strike Plate Assembly Color [�JAteCCG 5/29/18 Half Screen Stone White Surround ALBERT.RIGOR 8 TliNl Charcoal Hi-Transparency Fbrgls Mesh ARCHITECTS,INC. 49/16"Jambs 2162-Wshinges i 8t. BWon, iA 02100 AL Nailing Fin ***Note: Reference the installation Instructions fol OMS Ver.0002.20.00(Current) Processed on:5/16/201811:26:09 AM Page 5 of 16 OMS Ver.0002.20.00(Curren�subject'to BDRR 1Nilmerding5-15-18 Product availability and p cinnger' Revised 5-15-18 ' --• �y Quote Number.SEAM66C 11 Architectural Project Number: L)Ab#4 rk ni "C"Tempered(6-11/16") NeiPrice: 2,527.83 Pty:1 Master Bathroom , Ext.Nef Pace;- USD 2,527.83 �N Stone White Clad Exterior Primed Pine Interior �. ' Clad Ultimate Double Hung-Next Generation 2 0 ❑❑❑ Frame Size X 77 3/8" Rough Opening 38"X 77 7/8" ❑�❑ Performance:1.87S Plus69.8 5 i 23 Cottage 31.875 69.875 ❑❑ ] Top Sash Stone White Clad Sash Exterior Primed Pine Sash Interior G.S.313/4"X 317/8" IG StormPlus Tempered Low E2 w/Argon Black Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Black Rectangular-Special Cut 3W3H Stone White Clad Ext-Primed Pine Int Ogee Interior Glazing Profile \ As Viewed From The Bottom Sash Exterior Stone White Clad Sash Exterior RO 38"X 77 7/8" Primed Pine Sash Interior G.S.313/4"X 38" i (�_ - - �toi:rnp Us Tempered Low E2 w/Argon Black Perimeter Bar — --- Ogee Interior Glazing Profile White Interior Weather Strip Package i White Exterior Weather Strip Package White Non-Tilt Sash Lock White Top Sash Strike Plate Assembly Color Half Screen Stone White Surround Charcoal Hi-Transparency Fbrgls Mesh ' 611/16"Jambs_ AL Nailing Fin "'"Note: Reference the installation instructions for StormPius certification req irements. i OMS Ver.0002.20.00(Current) Processed on:5/16/201811:26:09 AM Page 6 of 16 LIVING RM. r��' i i v I u ,/'/DINING R00 STUDY '1, KITCHEN FF— `3' LANDING 3' LANDING 0 D00 __ 0 DOOR n I DECK 2x10 PRES TRTD. I I o JOISTS 0�16"O.C. SEAT U I6'-0" 6'-0" 2'-5" I SEAT SEAT I DECK J I DECK PIER DECK PIER I LION LION fgonUlllq 40'-0" �;�og°A�eFS ep JOB u1 .+1!lIIfJ+ TITM DATE LISLE DRAWN CHECKED ASTARCHITECTS Albert•Rlghrer Tucmann W I L M E R D I N G PUMP HOUSE DECK PLAN I/��,z11 �n� IDA \C) MWuM-p S-2nJDmr tlmimi,MAW1. FISHERS ISLAND NY OBNUMtlPR SCAM K.1 !1]-!51_/40_!1]-!51_/4051 1]-!51_/40 ARTucM1nmvrwn I 1617 1/4-1'-0' JIMUM u VUC IV CUSTOM WOOD SILL MANN CLAD FRENCH DOOR -"WOOD FIN FL. LANDING ® DOOR PRECAST CONC SILL f—NOTE.DECK SEAT AT PERIMETER NOT SHOWN PLYWOOD SUBROOR 5/4x4 IPE DECK FLASHING 9 X" I-JOISTS ' ® 16" OC. 2X10 PT. LEDGER / `2X10 PT JOISTS® 16" CLOSED-CELL / SIMPSON 'IITEN"ANCHORS, OC.W/SOLID 2x10 SPRAYFOAM v SEE STRUCT'L DWGS BLKG ® MIDSPAN INSUL o P.T. 2X6 SILL ;� GALV. JOIST HANGER GALV JOIST HANGER � 2X10 PT I a W/ANCHOR BOLTS / BEAM ® 48" O.0 SIMPSON LATERAL DECK SLOPE FINISHED 4x4 P.T. POST BRACING TIE, SEE STRUCT'L GRADE AWAY FROM BUILDING "REDI-FOOTING'CAP CMU FND WALL DWGS CONNECTOR `,`a ti13\1e... • e,°�a6 b qt's°•. / I-I � � 1 I I III-1111 I i III- � � F9• 2°CONC. SLAB4.0.e;a f W VAP R BARRIER MILL POLY 2"RIGID PS INSULATION I��uneel uneelI PVC SCHEDULE 40 - )U1 CRUSHED STONE 4"DIAM PIPE &SILT FABRIC -- I I—I I 2'-4° a —_ FOOTING DRAIN °REDI-FOOTING°BASE I - 2"RIGID XPS v CONC. FTG. 4'-0" PLATE INSULATION a a o a BELOW GRADE — 4"CRUSHED _— STONE ° 4 RADON PIPE a III � I I III-1J�' TITLE DATE L%uE DRAWN CHECKED AIT Albert RIghter Ttttmann CTS W I L M E R D I N G PUMP HOUSE DECK DETAIL I��211 cn` IDA K 9 z�z�cnn,"""sMnz"d nm. R—AlAWNS 617-!51.57Q ART....—vm FISHERS ISLAND, DB NUMBER Fail.NY SIS 1617 11/2'-1 W . I k _ -� � EIII�:dl�IFEd3 f[Lti3laLt5txidPTLQiGE[�+ r_ar�sriz6FCm• FF CNgum'i5da°tgi �f #.MMIiOfirS'T2`Sc= P a.."._(Kq-)L tC—W IS t : , t' ZdfiPTJOBTIR ~ 57, ap aie`Ls THMMIKKW L1iCE 3tRr�tk'.�C £iE ISMEriLAIMMIN MUEELMlZ 4?JlK FEMIU M PER Mffe ---- _ ESTNINQ{37aMIMALC_.L_%. g----- THELENSTIHOFLECK a-uLx ITE_WTWI7ffeg4FEi[ Ei sSa: EitGs ��cK=FL[FLM 4 r $I3E S€L�t PHIPfM.7HE CTTiZSSifH A � MrCO --MEEQQE'&LAN.^^HLI-ff ! MODELYlJ43Ti r MO DISTALLPER[44gAWArnHER- W(UMERDING7 J411z D9C'ICTEDTriz AECL[IF�aIEx%t HOUSEa y� iMI f aTTtZ. DT71s: LIEAs. -J T ZDEC-KTiE SPALWO 8Ec�7A11 i r;-' -•r t F{' ,�_ 7..._'._ Sf�L�PCA#c'`.�-1Q-A�'�i�iaT LOCATICtt mATTR jr=�ST= L��F:FLSti1 his 3li•3 - - WFEWIDGM UPON i+f°lam p t�a ARCMTrMTURALFL MiRtYtLur_ -� t --- ..4JTril'7� Yh 6033` �yDECK PIAN SLO 4 LEGEND J PROPERTY LINE \ SILT FENCE ABUTTERS LINE - - \ Jt�,/ •� EDGE OF PAVEMENT Tt I00 __ WOVEN WIRE FENCE (MIN. 14 Q� W CO o E EDGE OF GRAVEL -------- -------- \ j� N o / EXISTING CONTOUR 25 - - - / r l �0 01 0 GAUGE W MAX. 6' MESH o 0 SPACING) = i-' c F RETAINING WALL \ •� V Y C) U FENCE BOTTOM 11DASL eWE�DS \ 1 p MAX. CENT •a-� � R c TREE LINE " ,,� " EXISTING \ _- _ ER TO CENTER 36" MIN. LENGTH W N c c NOW OR FORMERLY NIF RESIDENCE �I FENCE POSTS � UTILITY POLE �- ---_ ___ DRIVEN MIN. 16" W u) E BOUNDARY POINT ® �\ \ - - � INTO GROUND Q� t6 � w C3 0 DRILL HOLE DH* c MERESTONE ■ SITE C� V o r� \ WATER VALVE /� 1 O = Q) J ---_ 11=i1 I - -- - - - 0 N 6.� --_ ---- - HEIGHT (I� S , - OF FILTER (n Q1 0 rn \ I 48" \ ROCK > w N \ - MAPLE -' - --_- 16" MIN, Q �. w Co / � CO co CID 00- DAVID R. WILMERDING JR. �. _1 LLJ (! m M o \ SINGLE FAMILY RESIDENCE ( j - �I; \�� SPARTINA os` 6" MIN. l _ ALTERNIFLORA / ( ' a \ MUNICIPLE WATER- '\ \ ca ON SITE SEPTIC '% , \ DEED W PERSPECTIVE VIEW -�� -•j WOVEN WIRE FENCE (MIN. 14 6'X4' �a 1/2 GAUGE W/ MAX. 6" MESH EDGE OF LAWN, _ • ROCK >�A LIMITS OF ROCKY SHORE, SPACING) WITH FILTER CLOTH z - TOP OF BANK BOTTOM AND NYSDEC_ \ \ 71DAL WETLANDS K AND N83 g'03"E �l JURISDICTIONAL LINE I`.. - a. o+ 36" MIN. FENCE POST �Z - VEGETATED 1' n�� LIMITS OF IAN 220.62 I ` SLOPE \ �� f ROCKY SHORE UNDISTURBED \ J � FLOW--„ I GROUND LOCATION MAP SCALE 1 "=400' � APPARENT LOW COMPACTED SOIL Z = WATER LINE(ALWL) 0- ELEV.-0 EMBED FILTER CLOTH wo MAP-REFERENCES } A MIN. OF 6" IN GROUND N 1862. 60 i \� 4" 1.) "SUBDIVISION PLAN MADE FOR WILMERDING PROPERTY FISHERS I I .i \ \A SP4RTINA W 5244.9 7 �� I ALTERNIFLORA ISLAND NEW YORK" SCALE: 1"=100' NOVEMBER 5 1985 REVISED � �",. �, THROUGH AUG. 25, 1987 BY CHANDLER, PALMER & KING. CME FILE . rt"" z \N MEAN HIGH SECTION VIEW #J2932. L=73.74 � / WATER UNE(MHW) , s-. R=144.86' 1 i ELEV.-2.76 ILII BENCHMARK-TOP MON ° CONSTRUCIION SPECIFICATIONS D=29'09'56" 2.) COASTAL EROSION HAZARD AREA MAP TOWN OF SOUTHOLD ELEVATION = 24.24 t__, CHORD=NO2'19'58"W 72.95' \\ 1 _ \ SUFFOLK COUNTY NEW YORK PHOTO No. 41-1185-83 SHEET 49-FI 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OF 4'3 DATED: 8-29-88 SCALE: 1 =200 t. OR HARDWOOD. I \ ME�E3TONE ROCK �X\SS1P1G ' F^gr¢� erT o° I \ 1(FOUND) , 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH ° DOCK TIES SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE / ' ' \ I 8• o WOVEN WIRE, 6' MAXIMUM MESH OPENING. OCK 1 ° ° NOTES \ I l I 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH Za" - APPARENT HIGH 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE M,PLE - WATER UNE AHWL SHALL BE EITHER FILTER X, MIRAFI 100X, STABILNKA T140N, OR APPROVED I� ( (" 4� ELEV.-3.3 ( ) EQUIVALENT, INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE L=39.74' / l / �il c `I ROCK HAY PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR R==88 27' / / /- / (,- _ No 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EXCEEDS THE SCOPE OF THE ENGAGEMENT. A=25'47'47" I l 1 �// I II I ) HARBOR EQUIVALENT. / 1 ( �Iv`I 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY Li STOCKPILE AREA li II I vl (0 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL CHORD=S00'38'S3"E 39.41' � � � O � J I, / I= � -- ,f�"6'C o F ) / I - ROCK C FZ 00 2 PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED j pp0 2p\ OAte REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. cn T / t T N _ I i I �,, A20" 12 ' TREE /-�` T I , AF>> 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND O Z r, J/ OP OF BANK AND NYSDEC I I rj f LIMITS OF ROCKY SHORE SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL Y O JURISDICTIONAL LINE AND BOTTOM OF BANK PROPOSED ADDITION ;,r - =�.r I SEE ARCHITECTURAL - ``�'z •. i / ARE .HE PRODUCT OF THE LAND SURVEYOR. � � 3'0z 0 r' yTRiP j_' / < I- I I I;1 ,I i i OROCK �- 4.) C`.;JRDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND Li Q Ri PLANS FOR DETAILS 1 r TREE GEOD:.TIC SURVEY TRIANGULATION STATION "PROS". a PROVIDE SILT FENCE jr ! SPARTINA APPROX. LOCATIOP! ``' ' " AND MAINTAIN DURING - �= .Jr `� ALTERNIFLORA z Z s < -� CONSTRUCTION 28" 5.) 'S ,E IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TALC g p EXISTING SEPTIC SYSTEMTWIN I I MAP 1000, SECTION 09, BLOCK 9 LOT 3.1. w REPAIR DONE IN /,�` /30" TWIN ( I > ' cn Z MARCH 2000 /��, _ / 5 / MAPLEu TREE jl I W Q (n Q FOR 3- 4 BEDROOMS �'� / 3 I� '' r , )1 `al �� ' ROCKY SHORE 6.) TOTAL AREA = 3.12± ACRES. a- ! ^ w �_ LiJ ` / - I V (n ' PROPOSED --�\ � " � � ADDITION c,' (( . 7.) BASE FOR LEVELS - MLLW (NGVD 1929 TIDAL 2 STA II 26 - � z W U O 8, ; �/ �a AREA=895tsf. o• WOODOSTEPS 124 I-Yl`\ N_ �� 11.62' ABOVE MLLW) PUBLISHED 05/29/2009 w n 156 _ i cy) VEGETA EDv�TsA�� ' 2 100' I _f LOPE A F v LIMITS OF O ` . ' i PROPOSED w N 30" �_ „ , ,; � ,ri� � ® \ � \ \ �' \ ROCKY SHORE C �L TREE / Q0 WOOD STEPS 4_- ;� COASTAL EROSION HAZARD LINE/30" 1 p 1 ( TREE 1 '` EGA% \�� PER MAP REFERENCE No.2 o ``� L=137.56' 3,? \ v ` '�� I \/ ROCK < _ ( I \ \ R=636.94" _ I,� " �f� i' �'i- ��'� � I ` �- A=12'22 27 ' ! ; ' J.. ` EXISTING < I1 CHORD=NO7'21'33'•W 137.29' - i ` ` " w'' 1 p , 12 \ I O•� -2, 12 40' RESIDENCE �� F�,,.,.., \ \ cs TWIN \ OLD ROCK 5 I 1 TR�i FF ELEV. / a TRn I TREE \ FOUNDATION 1 1 > 4 0 ROCK ��:- ;o 'r o ? ) \\ 1 \ cS. ROCK _ / ( 27.5 10 / 1 � J PENT TREE CONCRETE WASH OUT J-L ' \ %�j ®� !` u % // j / SPARTINA �P ° ° ° ° m C - N 0 / / / ALTERNIFLORA ° a ° oa ° oa oa000c o00 000a ° 0 AREA (SEE DETAIL) II �P/' \ �0- % ° ° _26- APPROX. 26 - TRAIL APPROX. LOCATION ❑ '� / / G \\ / /�� JOGS o o OF WATER SERVICE 1 I �X�S \\ / / © L�� X100 0 o Z a_ L=77.52 Q` , \ I \ 5 ___--- R=86.46' �/ 4'- MAXM o D=51'22'12" ° 4' ° w PROVIDE TEMPORARY CHORD=S26'51'26"E 74.95' �,� ' l ( _;_,- e ° a of CONSTRUCTION ENTRANCE w �! AQP X30 \ \ \ z PLAN Q m a- 1' MIN. PROVIDE STRAW BALES BACKED Q N O �R, �� NSF , ; } / i; j },r9S { �'�'% WITH SILT FENCE (TYP) \ SHEILA KENNEDY / 3' 3' 0 00 ,Q y�y.� '� UNE PIT WITH 10 MIL O °O y�.:. G/ r, PLASTIC SHEET�IC, KEY O (n (/1 I SINGLE FAMILY o- ; ,,r��Fo,`,. {,;, I_-4• -1 N t, ENDS INM GRADE O 2 2 O MERESTONE RESIDENCEM 1 ry (FOUND) MUNICIPAL WATER .; f ., �I� SECTION p o 0Lj ,off O N SITE SEPTIC FI f y`f I 6 � z w �I ; ;' w z z Y " V /iy`O�y'` ITER CONCRETE WASHOUT p(I o o Fjj a W CD w ci W' FAeRI NOT TO SCALE 0- m ED o u ou C NOTES: 1 CONSTRUCTION,OL LARGER PROJECTS COR PROJECTS REQUIRING DIMENSIONS DATE: 06/19/2017 CONSTRUCTION SCALE PUMPS PUMPS MUST BE SIZED ACCORDINGLY (7 GALLONS/TRUCK, NOTES: 50 GALLONS/PUMP, PLUS MIN. 1' FREEBOARD). SCALE: 1 '� = 30' 2. CAPTURE MATERIAL AND LIQUIDS MUST 8=REMOVED FROM MON. 1. REMOVE TOPSOIL AN ORGANICS PRIOR TO PLACEMENT OF CRUSHED STONE. 75%AND ITS PROPERLY of WHEN 1HE PIT REACHES PROJECT: #2017804 QUALITY CONTROL CERTIFICATION (FOUND) \ 2. ENTRANCE SHALL BE 12' WIDE MINIMUM. 3. INSPECT PIT PRIOR TO EACH USE TO ENURE CONTAINMENT GROUP REVI WED DATE 3. SUB-BASE OF FREE DRAINING BACKFILL MAY BE USED IN LIEU OF OF WASH WATER. GEOTEXTILE FILTER FABRIC. PROJECT MANAGER �, �/9, 4. MAINTAIN BY TOP DRESSING WITH ADDITIONAL STONE AND REPAIRING RUTS SuRvEY / 1, AS REQUIRED. ADDITIONAL LENGTH MAY BE REQUIRED IF SEDIMENT IS 30 15 0 30 SHEET CIVILENVIRONMENTAL TRACKED ONTO PAVED AREAS. ANY SEDIMENT SPILLED, DROPPED OR / TRACKED ONTO PAVED SURFACES SHALL BE REMOVED IMMEDIATELY. GRAPHIC SCALE IN FEET O F 1 � L 1�� STRUCTURAL ARCHITECTURAL U �\ LEGEND \ PROPERTY LINE � L Hf�LY ABUTTERS LINE EDGE OF PAVEMENT cEDGE OF GRAVEL --'--"--'------ / % EXISTING CONTOUR ---25--- •� U aRETAINING WALL / CRTJ OX ., �_ BOTroM a BANK AND WFENCE TIDAL WE-DS� \ ��) It TREE UNE I.7 w'*- +'1--�, EXISTING !! E�NOW OR FORMERLY N/F RESIDENCE a �UTILITY POLEBOUNDARY POINT DH ` -/-.^- 11 SERVICEDRILL HOLE SITE O >.{+ UMERESTONE L , E1P3�1i E F►'� T. Q z 3 Cc w \ WATER VALVE i I 4,�,• -� \ROCK wn c 'IAF LE l W N/F DAVID R. WILMERDING, JR. ?' L d- V SINGLE FAMILY RESIDENCE sPARmHA �_ ' RNFL A J un MUNICIPLE WATER- l \ ON SITE SEPTIC `` "-7 /~ z�7� \ UNE ' 1 ' r Ui ROCK 14 AVMR1n+N er.f..,r".Il r, nn"/"'ryn7 t"+",., w{r r•{'# F AW A, EDGE OF L , ,n � ' W\ OMITS OF ROCKY SHORE, 'G t,•niTNi.«7.")'n C,.I L.,I. li.ePi'i BANK S. Borrow OF BANK NO 1 STRIA I ` G wEc A 1\ $.pp noAL WETLANDs {r,t�_ f yfit+ f '+•;j JURISDICFOI4AL LINE ,{ Q t l t \ NBS48'03"E I VDD Fl TFD.�\ - c^ LIMITS OF ,'.:'v ,-` 7�s...•. 1-(Ip S LPI.,.. 1 '_'� ROCKY SHORE \ 2zo.6z' J OPF T 1$1+r�E yy ht ) f,:.^1�• "r t,(�,(':";j i�;.t LOCATION MAP SCALE 1"=40 0+ ' v',.7;'•!(l." 'Iw eJ'�i..l,.,�a i tr.✓iL✓ a' .di,)•..i.(-4 '< I WATER�UM(N NL) / ! C I t MAP REFERENCES ELEV.-0 _ ___ 1 t y g ,f. fl 1j 9!P, {'�" 1.) "SUBDIVISION PIAN MADE FOR WILMERDING PROPERTY FISHERS N )862.60 �, _sv FO, Ij_" +1 P,( 1,S, '•+'\7+!1 I .• f '+DIA `•U v I ISLAND NEW YORK" SCALE: 1"=100' NOVEMBER 5, 1985 REVISED 1 ` �1_ a111 n �,c., 4a'�i`:r,L.#''; 1't'(,'.J'1r'...,. 6"fvn".: n :v.a R eUIU.'L9(. Lw 5244_9 ` \ \- .EAN HIGH w + NJ29 z H AUG. 25, 1987 Bl' CHANDLER, PALMER & KING CME FILE \'- a: VATER UNF-MHW) __....-,A._......-,_...,..-- _.-._..� ELEV.-2.76 2J COASTAL EROSION HAZARD AREA MAP TOWN OF SOUTHOLD R=144.86' 1�1 BENCHMARK-TOP MON\\\ -�7A y I SUFFOLK COUNTY, NEW YORK PHOTO No. 41-1185-83 SHEET 49-FI e-29'09'56" i, - ELEVATION = 24.24_ 9 CHORD=NO2't9'S8"w 72.95' I �" - - d w OF 49 DATED: 8-29-88 SCALE: 1"=200'1 \\ i 3 � 1 Ml:l(cSTONE A'A FTOUND) riacK f^ y SINGLE FAMILY p ,§ " NOTES \ I \ OCK 1 . f`.�j I'Y. RESIDENCE PROPOSED ADDITION / rs �� (j� $ p 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE MUNICIPAL WATER SEE ARCHITECTURAL T I :a .. WATEREUNHI°f R S INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE ON SITE SEPTIC PLANS FOR DETAILS ' S \ :I ROCK WATER�O WWU �^ _ �^ PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR } I ) i .I I "l 0 Ems'-3'3 HAY Y EXCEEDS THE SCOPE OF THE ENGAGEMENT. L-39.74' PROVIDE 1"SCH 40 PVC O "/FT MIN.(TYP) HARBOR I m V"-< I`�r��,1 ' 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY W R-88.27 11 [ I 4r / -"� A• I I L'e PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED VJ A_ 25'4747" STOCKPILE AREA TT `if _ e'. g A CODA I' 11 lr CHORD-SOO'38'53"E 39.41' PROVIDE 1,500 GALLON SEPTIC TANK T I, ' ;;ROCK (, LAND SURVEYOR, TO ALTER AN ITEM IN AVIV WAY, SEE DETAIL �'} I 1 f. rn WD?\ HONE FF C' `+\„T Z PROVIDE RISERS AND LOCKING CASTINGS �r''1V^v ry.` II I I,: .� ONF'1E1�1? i �(l "'•'""� n� err 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND0. TO FIN GRADE �` '`r /7= Toa of BANK�I I I L,, (� off.- ,44.,, SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL = j T ri .IMUS OF ROCKY SHORE w ��TTPEE I r'' AND NrsDEc I _ \ _ �''(� t , A ARE THE PRODUCT OF THE LANG SURVEYOR. O (� y .NO BOTTOM OF BANKrte: CJ F.v Z 4„J\-> I r_,' 4RISDICTIONAL UNE I I-I I �r J-I �^ �'tr" >` ABANDON EXISTING SEPTIC TANK k - w 7 T• s -T tF �" / p' z 1P I,I C �', .1 ROCK 'G? '�• 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S COAST AND C 3 LEACHING AREA PER SCDHS REQUIREMENT$ �'� Tf ✓Ii:E� \ " r A6I'\, ' GEODETIC SURVEY TRIANGULATION STATION "PROS". Z C Q Z PROVIDE FORM WYN-080 I `` g Q PROVIDE SILT FENCE I I I I 'I c; - e< 311,:• AND MAINTAIN DURING - I i'. 5J SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX a w Of p APPROX.LOCATION h Y � O41P\N `/ �` CONSTRUCTION f �'' - 1 7lgllJ 1 MAP tODO, SECTION 09, BLOCK 9, LOT 3 1. a w EXISTING SEPTIC SYSTEM <0 /,L nv II > REPAIR DONE IN ?T OMS`'./\ MCPLLI LI n ° 'FREE'� I I 6.) TOTAL AREA = 3.123 ACRES. cn w (7 0 w MARCH 2O01) _ ,y15 // (L,` ;�,s Jc. 13'� I ROCKY SHORE C- Z w v1 PROVIDE PUMP CHAMBER,FOR 3-4 BEDROOMS ii t,i) i 7.) BASE FOR LEVELS - MLLW (NGVD 1929 TIDAL 2 STA II 26 - 0: Q DUPLEX PUMPS AND ALARM SYSTEM / �r' PROPOSED -�\ / P SEE DETAIL H E326 I- ADDITION d� PROPOSED 124' ii 11.62' ABOVE MLLW) PUBLISHED 05/29/2009 rn 2 L-137.56' INV.(IN-21.23 156.8 .� AREA=8953sf. p-WOOp STEP I' I \ r v 4 O _ m FF ELEV.-27.5 Z6� oo_n `�y�� L `�\i w R-636.94' INV,(OUT)-20.73 fu :� \y�' I I 111T1 I D \-+ "A e=12'22'27 PROVIDE 385 LF OF 1-1/2'DR 11 '1f _ too'---_�I iLn Pl 1� \ LIMBS OF G CHORD=N07'21'33'W 137.29' HDPE SANITARY FORCE MAIN - E'3 ;L�`'. ! � ♦ \ \ \ `jl � \ ROCKY SHORE BY:TESHOLE DATA J 4 - _' - WOOD STEPS COASTAL EROSION HAZARD UNE \\I BY: R. STRUUSE.P.E.LS. 08-10-17 MAINTAIN DEPTH OF 4.5' i^ "'' i �)f_ O PER MAP REFERENCE No I , - \ SOLE EXPANSION AREA >a'. .. ` _ TP it ' 0"-9" TOPSOIL `IJ 4 { ~I 1 .C'� 9"-30"SANDY SUBSOIL EXISTING FINAL GRADE AREA TO PROVIDE i f - iIr, 2 1�1" \ _5'd,J�u rA 6'. 30"-157" POORLY GRADED SANDS W/TRACE FINES do BOULDERS-SP A MAXIMUM GRADE OF SS FOR A ✓ 5 ,�+` 1 STORYT, 1'VIN \ OLD . 'OCK s ROCK L� f, �_�, MINIMUM OF 20'HORIZONTALLY FROM /�-` �.� -J aN RESIDENCE T x'',rl"_ \FOuuonnoN 1 \ �, ,aocK NO WATER OBSERVED _ I r C .F'� �;/j EXPECTED GROUND WATER AT ELEV 53 THE EDGE OF THE LEACHING POOLS �ti/ : /" --- s}r 1 n FF27.SV PROVIDE LEACHING POOL _ �- `r 1 SJ!-' -' b +^ / 1 / \' (TYP OF 3.SEE DETAIL) v\\I ✓� p ^ ''/ ,�1°' s �' 'FT'"'{TREE tiO 1 \ f Unified Soils Classification(USC)System (from ASTM D-2487) �J "igf,j-� / / Major Division Coarse-Gramed Soils, Poorly Graded Sands INV.(N)31,00 / - ' / / .� I1�J \ ''� -.�/ e� �(,T„I �� e�•'V/ // �Pn P1iIlA Group Symbol: SP �` `�- Z `v` K' / / -/ wrrRI+IFLpR^ NRCS,USDA Soil Classification: Riverhead, Very Stony Sandy Loam PROVIDE DISTRIBUTION BOX / \ / I PROPPN� iRai_-_- - GY' g (SEE DETAIL) n I / / I❑ / ` �� (' �p FOR UP TO 6 BEDROOM RESIDENCE & I � � 26--'� � 00 <Fonr<YcrFM ncar•, Z INV.(IN)-31.42 I I 3A 'TJ f1 I,: ''I EX\51\N� �`\\ / C' �• y.F-O♦ PROVIDE NEW 1500 GALLON SEPTIC TANK INV-(OUT)-31.25 I I P NI / / / --- I GFPR,�\7-1G.' ` \� ,•( r,�'r ANG f� PROVIDE 1-250 GALLON PUMP STATION o PROVIDE 1- DISTRIBUTION TION 6'6"X6'S"LEBAOX PROVIDE 3- CHING POOLS(SEE DETAIL) NWL-77. 4� CONCRETE WASH OUT INVERT ELEVATIONS R:86.4 AREA(SEE DETAIL) i 4: "�Sl IC�*,y SEWER LINE INVERT AT HOUSE-23.2(PROVIDE CAST IRON PIPE 2'BEYOND FOUNDATION WALL) � GGM�51.2 S2 f T TF �°-"CDA 1 M y`�'i j 0 -.TC�.�..�t� SEPTIC TANK INLET 225 � CHOR9rS26'S1'26"E, 74,9y// ! / , I G' �'(C l..r(.1< t..C-�6)�'��7 ... m PROVIDE TEMPORARY \ \// / ' i \ \; �•' SEPTIC TANK OUTLET 22.0 0 CONSTRUCTION ENTRANCE \ ,?B APPROX.LOCATION INLET INVERT INTO PUMP STATION- 21.75 r ' a OF WATER SERVICE +. 17` �j= LC`4 1 k�L.i:(»I't �� ELEVATION OF FORCE MAIN LEAVING PUMP CHAMBER-21.0(APPROX- 5 FT. BELOW GRADE) SINGLE FAMILY �,rp \ ' G \ \. ! �'� 1 Deox INLET- 31.42 O .25 RESIDENCE I (� !�,7 DBOX OUTLET- INLET- MUNICIPAL WATER \ 6';ts.+,' ^� TA+! 7 >...o.iT+E Lti CI- `�'�\�""E LEACHING POOLS INLET- 31.170 ON SITE SEPTIC a Ns�j\ /32�� , ►VO71] i j I e �/ I •'"]_ 20� a Imv Ln N/F _,. Ab^ndonment of existing sanitary system must be in W - w SHEILA KENNEDY -"-^w__�r�„•„_ u `� _. y p 1 SINGLE FAMILY fyt':i`'t:W.,(_.�� ,. .....-.�.._....�..--.--• confornl�nce 1121 de�?artnlen ,v tlitN"':t� ` o - _ .submit RESIDENCE ,LL o MERE570NF •" �� ST (FOUND) MUNICIPAL WATER � completed form�,VW�1 - proof. I QrQ � 3 W o p ON SITE SEPTIC IF W i, pi........."...._........._............0....T...F...r1L' `�, t (1i• iS.S 'I:A8 . v DATE: 08/15/2017 ll o'P �FiL ti \ .,.._.._....................._..-•...,.�.._.....,........._.......,........_...,..,,... C';G1t L SCALE: 1" - 60` PROJECT: #2017804 o QUALITY CONTROL (FOUND) T 70 IS 0 30 CERTIFICATION \ GROUP REVIEWED DATE PROTECT MAXAOER 1 URAP ICS A IN , SH TQEET IV 1'� SURVEY E-ONMENTAL CML TRUCNRAL ARCHRECTUR.1 " �D J �J C IL 3 2017 V U U a Wor IS en Lu r �� m rr liA `7 2 o �KNOCKOUT INLET AND LOCKING CASTING O C U`m 4' 1p GRADE PROPOSED GRADE Z 4• OUTLET OPENINGS En 6 ❑a ft185 INSIDE ENDCAP TYRE Q W LEVELING DEVICES W OD MAX3 1 � __ MIN.4UT (n MAX -'F - -'F 2'MIN.ABOVE F INLET U C PLAN I OUTLET INVERT]� O - 2�MIN-,�— L - , JII 1 J CAST aCONCRETE COVERS BAFRE REQUIRED I , 1' MIN. PLAN TYPICAL DISTRIBUTION BOX - 3 3 COVER NOT TO SCALE l`..•.:•...°�`� 3 LOCKING CASTING ` ! TO GRADE f _ LINE PIT WITH 10 MIL TO GRADE �� V PLASTIC SHEETING,KEY �4'�I iF DROR'T' FINISHED OR ENOS INTO GRADE I PROVIDE DE STRAW BALES BACKED 4 4 12.6/126 G MR MESH WITH SILT FENCE(TYP) - 20" 6 x 6 6/6 GA WIRE MESH `ECTIIiJ x CONCRETE WASHOUT PIT INLET 3"VENTS I Y WIT OUTLET NOT 70 SCALE LIQUID LEVEL CONDNUWS NOT 4 OV LFT NOTE$: ASPHALT SEAL I BAEFLf NED R0J 1. OIMENSI ONS SHOWN ARE FOR TYPICAL RESIDENTIAL ,fie RA ♦'SCHEDULE/40OS CONSTRUCTION,LARGER PROJECTS OR PROJECTS REQUIRING INLET BAFFLE EFLsraa PUMPS MUST BE SIZED ACCORDINGLY(7 GALLONS/TRUCK, 50 GALLONS/PUMP,PLUS MIN.1-FREEBOARD) - _ --� a T 3„ 2. CAPTURED MATERIAL AND LIQUIDS MUST BE REMOVED FROM CROSS SECTION PIT AND PROPERLY DISPOSED Of WHEN THE PIT REACHES 75%OF ITS CAPACITY. 1500 CAI I ON — 2 COMPARTMEN 3. INSPECT PIT PRIOR TO EACH USE TO ENSURE CONTAINMENT SEPTIC.` TANK OF WASH WATER. NOT TO SCALE LLJ r—F G U) J i�l❑u.Too O ❑noo o❑ ❑❑o0L-1Cii� W�Q� QIL-LJ ZO �000pPLT a3 �- ��Homo I'Id z o w ❑I oo J❑ aZ Z oc Ion ❑ o- o �1' ❑�aoo gp a Of o ❑ :I�ooL,lD � � I-z SILT FENCE _ Q_ PLAN 6 6 N ww CL Z W V Z) WOVEN WIRE FENCE(MIN.14 LEACHING POOl DETAIL ^� GAUGE W/MAX.6"MESHU-IT Tu SCALEqX { /�N� _ L� SPACING) r(,'K` ,6 `� F�b;" 0 f 10'MAX CENTERZ TO CENTER FENCE POSTS OTM �G�A �Yt� 'E /0,U DRIVEN MIN.16' CL' (,y INTO GROUND99 HEIGHT <� OF FILTER 16"MIN. 't-(r' (l �•-,•^" nl PERSPECTIVE v1 0 I Gy Z WOVEN WIRE FENCE(MIN. 14 III yy ,•"!E41,rra, N 1/2 GAUGE W/MA%.6'MESH �"h••ti''V.,`„'`K.,^` ( �IIJIMII SPACING)WITH FILTER CLOTH z '; ,,��:W.'` 6 IIIc TO cao-rE EI'..-H cPAFE 36"MIN.FENCE POST iER F '� > I 11 UNDISTURBED AB — FLOW— GROUND RIC SOLID PLOCL CONSTRUCTION ENTRANCE NOT TO SCALL COMPACTED SOIL CHEc.VnLVE� -- , m D-F.IT, -� EMBED FILTER GROULOTHND 1. REMOVE TOPSOIL AN ORGANICS PRIOR'0 PLACEMENT OF CRUSHED STONE. INLET—E-4--F--i r VALVE13 A MIN.OF B'IN GROUND . 2. ENTRANCE SHALL BE 12'WIDE MINIMUM "r'cd_rIrEI� L4_ 3 SUB-BASE OF FREE DRAINING BACKFILL MAY BE USED IN LIEU OF N'rl gIHPI`Ii IRITUT Ir!-.IDE DFAI' E III""'"lll GEOTEXTILE FILTER FABRIC. u -�r,IDL Ir,FIK nI S UDgB PUMP PFr;suRE OFF PIPC DP.III 4.MAINTAIN BY TOP DRE55ING WITH ADDITIONAL STONE AND REPAIRING RUTS Al ALL OPErnr1"-,I� pr, Lpr�i rT[ Q r SECTION VIF AS REQUIRED ADDITIONAL LENGTH MAY NE RESPIRED IF SEDIMENT 15 F TRACKED ONTO PAVED AREAS. ANY SEDINENT SPILLED, DROPPED OR P1111F ONTO PAVED SURFACES SHALL B:REMOVED IMMEDIATELY. rel'�- CONSTRUCTION SPFryFlCATION� TRACKED OP PUMP wlT,i o 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH Q-: ! .^OIL OF =,Er PUMF l IF Or,PETE WIRE TIES OR STAPLES,POSTS SHALL BE S1EEL EITHER'7'OR'U'TYPE ofBLo-..I 1AU OR HARDWOOD. -' m - 2.FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH O PES SPACED EVERY 24'AT TOP AND MID SECTION,FENCE SHALL BE WOVEN WIRE,6'MAXIMUM MESH OPENING, 25Q CALLON FFFI tIFtqj PUMP STATION 3 WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY -, I _ SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED,FILTER CLOTH _ SHALL BE EITHER FILTER X,MIRAFl 100%,STABILNKA T140N,OR APPROVED EQUIVALENT PUMP DATA DATE 08/15/2017 4 PROVIDE(2)MYERS MESH- 0.33 HP EFFLUENT PUMPS OR EQUAL. SCALE: AS NOTED 4.PREFABRICATED UNITS SHALL BE GEOFAB,ENVIROFENCE,OR APPROVED PROVIDE HIGH LEVEL ALARM WITH INTERLOCK TO ANNUNCIATE UPON STARTUP QUALITY CONTROL CERTIFICATION EQUIVALENT O GROF SECOND PUMP. UP REVIEWED DATE S.MAINTENANCE SHALL RE PERFORMED AS NEEDED AND MATERIAL PROVIDE ELECTRONIC CONTROL 70 ALTERNATE PUMP SELECTED AS LEAD PUMP. PROJECT: #2017$04 _ co LEGEND cl; \\ .. J U PROPERTY LINE \ 4 ABUTTERS LINE W '� -- ,� EDGE OF PAVEMENT ' 00 CNF EDGE OF GRAVEL ------------------- a m 0 j� 0 i E '�� / TREE LINE / \ T AR50K � � o 1- 6 Y I- 0 ` �U NOW OR FORMERLY N/F BOTTOM of BANK AND \ \ _ '_d iN BOUNDARY POINT o EXISTING nD� � \ o f o i.� W � . o c MERESTONE M (n i m � = m J_ RESIDENCE E tf � U E 3® / \ W Q L 2 fS3 � fTf NolWo\\ U V N SITE \ No > aO M V/ .c - 0) V/^ Cd ob LU N/F I `. I Q co ro 00 Co LLI C i DAVID R. WILMERDING, JR. ; o SINGLE FAMILY RESIDENCE a \ MUNICIPLE WATER- \ ON SITE SEPTIC +�, �\ '� _ J _ DEED LINE (� a EDGE OF LAWN, �c,� L MIT$ OF Mff SHORE, TOP OF BANK_,,,S \ > d: BOTTOM OF BANK AND '1 AND NYSDEC �\ 0 O TIDAL WETLANDS \\ JURISDICTIONAL LINE " TIS LIMITS OF N83-46,103 E \ i moi, ROCKY SHORE 220.62' LOCATION MAP SCALE 1 "=400' \ ► APPARENT LOW WATER LINE(ALWL) EEM-0M& REFERENCES L FR 62.60 �, � 1.) "SUBDIVISION PLAN MADE FOR WILMERDING PROPERTY FISHERS 44.97 & ISLAND NEW YORK" SCALE: 1"=100' NOVEMBER 5, 1985 REVISED 1 ' �� THROUGH AUG. 25, 1987 BY CHANDLER, PALMER & KING. CME FILE " • SEPTIC SYSTEM LOCATION DATA - �� ! MEAN HIGH I> 9 i �_ �, WEIFV.-2 8 #J2 332.DISTANCE DISTANCE DISTANCEFROM FROM FROM BENCHMARK-TOP MON �� ~- ��,�POINT LOCATION LOCATION LOCATION -, _ 2.) COASTAL EROSION HAZARD AREA MAP TOWN OF SOUTHOLD �on# ELEVATION = '58"W 72.95' "A' "e" C. DESCRIPTION 24'24 `� 41 \ SUFFOLK COUNTY, NEW YORK PHOTO No. 41-1185-83 SHEET 49-FI I OF 49 DATED: 8-29-88 SCALE: 1"=200'±. HOUSE HOUSE HOUSE CORNER CORNER CORNER 1 15.6' 24.6' TANK INLET COVER MERE5TONE \ S\p1G 2 23.8' 20.6' TANK OUTLET COVER (FOUND) SINGLE FAMILY 3 34.2' 14.5' PUMP CHAMBER _I 4 20.6' 16.7' CLEAN-OUT ° DOGK ° RESIDENCE � _ 1.��T-c 5 66.7 80.8 D-BOX "v'{.is MUNICIPAL WATER 6 58.6' 80.6' LEACHING POOL ; ° ON SITE SEPTIC 7 73.5' 98.0' LEACHING POOL APPARENT HIGH 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE 8 78.0' 95.5' LEACHING POOL - I WATER uNE(AHwL� INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE ELEV.-3.3 PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR R=88.27' _ ��; HAY EXCEEDS THE SCOPE OF THE ENGAGEMENT. A=25'47'47" 1� I HA R B O R CHORD=S00'38 53"E 39.41 I r , 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY 1.1J } o 000 PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED (n w - rnO ? 20Nf LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. 0Y \I N NF 1? 1_ TOP OF BANK f� > _I 11 a; fir\ 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND O z AND NYSDECJ I ri AITS OF ROCKY SHORE SUFVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL Y W CP W JURISDICTIONAL LINE �� AND BOTTOM OF BANK w ' _ �' t _ ARE THE PRODUCT OF THE LAND SURVEYOR. Z Z O 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND �- > V) GEODETIC SURVEY TRIANGULATION STATION "PROS". 0 O w Z 11- z Z CL' 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX C) o ZD < i I MAF 1000, SECTION 09, BLOCK 9, LOT 3.1. ULd �- g Q LIJ ROCKY SHORE 6.) TOTAL AREA = 3.12f ACRES. w Q Lij V) 7.) BASE FOR LEVELS - MLLW (NGVD 1929 TIDAL 2 STA II 26 - Z a Z • RECEIJT: : `` 11.62 ABOVE MLLW) PUBLISHED 05/29/2009 LL C) rn = L=137.56 Y" 156.8 - � ADDiT{pN �;;:_: � � - ' � his,\ R=636.94' r ._ \ f �� C w 2000 GAL. \ ;� ( �, . D=1722 27 SEPTIC TANK \ '\ c^ l� CHORD=NO721'330W 137.29' _' EXPANSION AREA "A" y _ i \ LIMITS OF 00 2 1 ® \ \ ROCKY SHORE TEST HOLE DATA COASTAL EROSION HAZARD LINE 4 CO^ j PER MAP REFERENCE No.2 \� / BY: R. STROUSE. P.E.L.S. 08-10-17 (� PUMP 3 y STATION lf,.. J 7� B .. ... ; ISTfNpIYy.::,:i::G. :::;. '... ;: \I 1 \� 0 -9 TOPSOIL .x 'It'i. r n ,�-•� �� \ v 9" -30 SANDY SUBSOIL r' LEACHING °° 1 RS(DENCE �� OLD 30"-157" POORLY GRADED SANDS W TRACE FINES & BOULDERS- SP 1 POOLS (3) 1 / 6 \ Vii;;;" �� FOUNDATION > ::FF ELE}I:' : \ c�: NO WATER OBSERVED �� EXPECTED GROUND WATER AT ELEV. 5f : 27.E � �� 81 5 Unified Soils Classif'cation (USC) System (from ASTM D-2487) Major Division: Coarse-Grained Soils, Poorly Graded Sands "C"�N� Group Symbol: SP NRCS, USDA Soil Classification: Riverhead, Very Stony Sandy Loam E � - PROQP TRAIL VIC OOG� o ' G *TP #1 •'� EX�S�\ �. \ �00o Z L GR \NG � p N L=77.52' - R=86.46' i A=51'22'12" `�/ CHORD=S26'51'26"E 74.95' �; ' w of APPROX. LOCATION I OF WATER SERVICE a 0 SINGLE FAMILY RE=SIDENCE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES �,�' �,% 0 MUNICIPAL WATER APPROVAL OF CONSTRUCTED WORKS FOR Z MAY 0 8 2019 ON SITE SEPTIC .'� Oats ASitJGL H SMROY RESIDENCE/�' oao3 -Q---- The sewage disposal and water supply f,,CIgtics at this IxsGon have been Inspected and/or certified by this Departure t or other a!r'nrirs and found to F Q 0 m w be satisfactory FOR A MAXIMUM QF, SEDR00t.13. ,O A. N/F 0 Q o SHEILA KENNEDY co `° CO �so� Q� SINGLE FAMILY o ) Cn FS `MERESTONE RESIDENCE ,,. mo N I w MUNICIPAL PAL WATER 1- Z Z Z o o �� (FOUND) Office of Wastewater Management � z �i� %9� o° ON SITE SEPTIC 9 `�rory. (if ow fy = o CL CO aDATE: 01/31/2019 SCALE: 1 " = 30' MON. QUALITY CONTROL CERTIFICATION (FOUND) PROJECT: #2017804 GROUP REVIEWED DATE \ PROJECT MANAGER 30 15 0 30 SURVEY ENVIRONMENTAL GRAPHIC SCALE IN FEET SHEET CIVIL STRUCTURAL ARCHITECTURAL 1338 BOSTON POST RO-\r) CONTINUOUS 2x10 PT LEDGER + GED PC)ST order_ B0X 80201-D SAYnRC-)OK 1/2" DIA.x 6" TITEN SS CONNrCTICUT 06475 PHONE:860 38B 1224 ANCHOR AT 30"oc Cc)rsultinq Enairer.,,,, P.C. (jN(-R1-NGlNrrRS.00.N1 INTERIOR PRECAST JOIST HANGER CONC SILL WOOD DECKING 2X10 PT JOISTS m @ 16" oc X7 CRAWL SPACE No. DESCRIPTION DATE SIMPSON DECK TIE ISSUED DRAWINGS —T MODEL DTTlZ 4 MIN. REQUIRED PER DECK GRA-DE EVENLY DISTRIBUTED ALONG THE LENGTH OF DECK BRICK FOUNDATION 1 TIE WITHIN 2 FEET OF EACH WALL END OF DECK - SEE PLAN SIDE VIEW ANCHOR THE DTTlZ WITH A 3/8" GALV WEDGE-ALL ANCHOR MODEL WA37700MG 2 5/8" MIN EMBED INTO WALL INSTALL PER MANUFACTURER'S WILMERDING PUMP DECK TIE DTT1 Z REQUIREMENTS HOUSE MASIEH KITCHEN BEDROOM, DTT1 DTTlZ FISHERS ISLAND, NY MAS BEDROOM,0" 21-01 121-0" 12f-011 12-Off 21-0111 CONSTRUCTION PHASE DECK DTTlZ DECK TIE SPACING 16 SEE DETAIL 6--0- 6.-0. VERIFY IN FIELD - ACTUAL JOIST % LOCATION TO ATTACH DECK TIE DECK PLAN &TIES SEAT Sul sw C-4 DECK TIE INFORMATION SUPERIMPOSED UPON ARCHITECTURAL PLAN DRAWING SCALE: As indicated PROJECT No.: P: 17033 DATE: 3 1MAY2019 DRAWN BY: RLB DECK PLAN CHECKED BY: CCB 1/811 = 1 1-011 sl *0 C:\Users\GNCB039\1-0cql Revit\17033 Wiliiierdinlg Pump I louse Deck S19 Local.n-t ,�D BATH LAUNDRY BEDR OM -- — — -- -— HALL EXISTING ----—— ----—- -- ---- — — —-- `� DECK ALL NDING BATH R M. -_ D OR I E all 3' LANDING I I ® DOOR MST — ij ENTRY I WOOD B STEP - ' I I _ _ _ _ _ - -- __ - tj I Li C - - - - - -' - _-,'-F - - - - - - - � _-_- - - - - - - - - L1 �- - ---- --------- / HALL Ii RM. LIVING / --- ,a I ;'DINING; ROOM, \I i 1 STUDYMASTER— — j ' I KITCHEN _ = ------- �--- >-- --- — -- -j CD L-1 LI — 3' LANDING 3' LANDING ® DOOR _ -- - r------ --i-� ® DOOR I - DECK 2x10 PRES. TRTD. o -- JOISTS @! 16" O.C. 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OPENING ^_ I I �y'ly � , _.. � LIVING R M. i/ t _ r:_POST JO, POST TO REFINISH WOOD FLR. ` I ; //0 1 N I NG' RI O IVI,r tl RIDGE STU DY r RIDGE L WOOD FL ��' I WOOD FLR. o I . o I a t - - - - - - - - � - - --- - � �-- - — B z N ' MASTER _ - o KITCHEN : , ,_` I - - I\ExtSTING I _�%� fLU _._` I , t BEDROOM REFINISH WOOD FLR. I I EXTERIOR � ( -��- R / I REMO ED WALL TO BE r- I ¢ _._.... _ .i WOOD FLR. I I - - I�.'`I - I -- F 1 I � _ — � , ` II LA 14 11 -72" t } 17, 2„ I _._ =;;;;;_C_l- -- --- % ol _a - - - - - - - — -- __ — -- 1T � .. } 2T � © � ? C r�\ 2S C © C C C C i 13�_C3,� O 14'-10 " O O O 9,_ 1„ R00 _W "� 02 OVE ANG ' �� j WOOD- � — - - - - - -- - - - - - - - - - -- — ` - - - - - -� - - - - J 36'-02" STEP I p� DECK `- EXISTING ' --sL. NEW TITLE' D A T I ISSU1: DRAWN CI-IECKLll A_�,&TARCHITECTS1ST FLOOR 2 3 17 REVIEW CDG JDA WILMERDING PUMP HOUSE 2817 RENEW COG JDA PLAN, SCHEME A 21017 REVIEW CDG JDA 2/23/17 REVIEW CDG JDA Jw 26Washington t�,n s-57401�d I loor Boston,nIA 02108 FISHERS ISLAND , NY -I OB NUMB I.R SCALE 3/31/17 PERMIT CDG JDA A2,1 G 17-451-1740 :'�R'Tarchitccts.com 1617 1/4"=l'-O" r t, pFe1. ��,• �w�. Yt %9T��tri.flrF�b i O F T= w k 1 ye •e%�Al't "i�"S u K�• ..tai. b '91 qi A4 ASb Rg# lTt , I - EXISTING., NEW REMOVE EXISTING CLAY ROOF TILES ON EAST ELEVATION & SAVE TO USE- NEW CLAY ROOF TILES ON —ON NEW WEST ROOF ADDITION ENTIRE EAST ELEVATION -- r-,• i_ -IL-id lI I _ _- ❑ , - J❑ 1E i - - H II 7 --BRICK BRICK T © E OC QUOINS OC © CO QUOINS 1S —777 C ----STUCCO ` --- REPLACE EXISTING WINDOWS & ( `—NEW WINDOWS & DOORS DOORS IN EXISTING OPENINGS _ EXISTING ._I NEW � I 1"I'I"I,I DATE ISSUE DRAWN CTIECKI:D A_:�&TARCHITECTSEAST ELEVATION 11 10 1s PRIgNG coc JDA PUMP 11717 CDG JDA 2/8/17 CDC JDA 2/10/17 q)G JDA 262 Washington street 2nd Floor Boston,AIA 02108 FISHERS ISLAND , NY JOB NUNSB��: SCALE 2 17 CDG JDA A3 .0 617-451-5740 ARTarchitccts.com 1617 1�4„=1�-0” 3 31 17 PERMIT CDC JDA ��,9sa6ew11 �!.f" �"fx0 <° pan• L, Fi t :°» �m I ❑ ❑ A4.0 A RE-USE EXISTING CLAY ROOF TILES FROM EAST ROOF ON WEST SIDE EXISTING CLAY ROOF TILES TO REMAIN NEW CLAY ROOF TILES — EXISTING CLAY ROOF TILES — ___ ❑❑ ll ❑_ ❑ �� Be BRICK - ❑ JLIL - _._-. O O QUOINS O ❑❑ ❑❑ STUCCO - ❑LJ _ - - 7i:=71 ❑❑ TF -- --- - - - - - - - - - - - - - - - TITLE DATE ISSUE DRAWN CHFI,CKI,,l) A�&TNORTH 11/10/16 PRICING CDG JDA ARCHITECTS WILMERDING PUMP HOUSE 2817REVIEW CDG JDA ELEVATION 21017 REVIEW CDG JDA 2 23 17 REVIEW CDG JDA � .« nyt <„ �,n Str«t Zt,d Floor Boston,Xi A 02108 FISHERS ISLAND , NY soli NLT�z��IR sC .I 3 31 17 PERMIT CDG JDA A3 , 617-451-5740 ARTarchitccts.com 1 1617 1/4"=V-0” NEW ., „� EXISTING 000 00 Ir RE-USE EXIST. EAST ROOF EXISTING CLAY ROOF CLAY TILES ON WEST ROOF- TILES TO REMAIN , MATCH BRICK QUOINS, ` � '� HEADER & CAST CONCRETE I WINDOW SILL DETAILS ...-_ �` �y r ii I( / t..1��;44i lf�t�(r�f }'� •'�tti,��;t'�1�� r ,�iil ii i' 3i ��tf:rr !'( r111 X1,1 4T BRICK h QUOINS- _ - eA A A A A -- -STUCCO - STUCCO ` - ---4 NEW - EXISTING �•c,• �s� f I I I I e� ux: a DATE ISSUE DRAWN C131:CKED WILMERDING 11 ,0 PRICING CDG JDA ��.'� TARCHITECTS WEST 2 a ,77 REVIEW CDG JDA ELEVATION 21017 REVIEW CDG JDA 2/23/17 REVIEW CDG JDA 262 Washington Street 2nd Floor Boston,NTA 02108 FISHERS ISLAND , NY JOI3 NUMBER SCALE 3/31/17 PERMIT CDG JDA A3 .2 617-451-5740 ARTarchitccts.co rn 1617 1/4"=1'-O" 3 ' - 1 >> y � FRAME SIZE - i r L � w EXISTING c_ Q L� . w REMOVE EXISTING CLAY ROOF TILES N Cf� ON EAST ELEVATION & SAVE TO USE —ON NEW WEST ROOF ADDITION I 64 J ❑ __ ��❑ ❑I - ❑ ❑ ❑❑ - � - JE Jm O O L ❑ - REPLACE EXISTING WINDOWS & —DOORS IN EXISTING OPENINGS— a -70 -' ELEVATION DETAIL OF DOUBLE—HUNG WINDOW ,a w 'may' •x,g EVY04 p4 $ -p�lk3x�..r TITLIi DATE ISSUE DRAWN CTIF,CKRD A_�&T' ARCHI Ec WILMERDING PUMP HOUSE DOUBLE—HUNG 11101s PRONG CDG JDA T T S 1 1717 CDG JDA WINDOW DETAIL 2/23/17 CDG JDA 3/31/17 PERMIT CDG JDA 262\X-ashingr,n Street 2nd Floor lloston,n1A 02108 FISHERS ISLAND , NY OB NUNIBER SCALEA3 .4 617-451-5740 ARTarehitects.com 1617 1/4"=11-0" N � U LU { = w U >~ u I ry w � j -3/4" CDX N l � PLYWD. it � r SHEATHING r 12 (MATCH EX'G. ROOF N PITCH; APPEARS TO BE 7/12) 2x10 RAFTERS, CLAY TILE 16" O.C. = ROOFING _ SET__ PLATE HGT. . SO NEW ROOF PLANE IS FLUSH SHEATHING PLYWD. PLANE'G. ROOF 2x10 CEILING JOISTS, 16" O.C. ^ -TRIM TO MATCH EX'G. PROFILES - - - - - - & SIZES _ --STUCCO I NOTE: j REFER TO STRUCTURAL ? " - DRAWINGS —5/8" cox w PLYWD. SHEATH'G. __--2x6 STUD WALL, Q 16" O.C. " 3/4 PLYWD. do_ _ _ SHEATHING � v z -9 1/4" WOOD g i I-JOISTS ® 16" O.C. ___- BRICK QUOINS-- q CORNERS TO MATCH EX'G. TABLE WOATER W � CL LVL BEAM MATCH EX'G. BEAM POCKET BEYOND 16" CMU M `\ PIER ' `. _---CMU FDN. WALL Q N i -2" CONC. x' -RIGID INSUL. `' "RAT SLAB" N 4`. aasett�Ya$� Ur Z RIGID INSULO . _ ! U W 2'-g" rz °6<.3ntll x"t'wafipgW4 f*.,G rg�" M — ABUILDING SECTION @ PROPOSED ADDITION SCALE: 1/2" = 1'-0" A4.0 W G U j LU U u � w Q b ' -3/4" CDX N PLYWD. L SHEATHING j, 1 s �- 0 I s 12 (MATCH EX'G. ROOF N ! PITCH; APPEARS TO iii . BE 7/12) --LVL RIDGE BEAM I _ .-CLAY TILE ROOFING i I � I I � I ISI -- - .� I xs_i -PLATE HGT._ SO NEW ROOF - "- PLANE IS FLUSH - -- - --- -- - W/ EX'G. ROOF W mmmam— PLANE I , I 1" —POST IN ---TRIM TO MATCH WALL EX'G. PROFILES I I BEYOND & SIZES I —STUCCO W ►� Iil III � PLO � II � III NOTE: _ I REFER TO STRUCTURAL a DRAWINGS 5/8" CDX PLYWD. SHEATH'G. _____�2x6 STUD WALL, 16" O.C. 3/4" PLYWD. w SHEATHING x I � I I ! I z -9 1/4" WOOD -JOISTS ® 16" O.C. ----BRICK QUOINS Q ! ® CORNERS TO MATCH EX'G. W 3 � BRICK WATER _ �- TABLE TO ;.�.: LVL BEAM �:� :�I MATCH EX'G. F; I BEAM POCKET BEYOND --� j 16" CMU , :,..-k - >> CMU FDN. WALL V PIER 2" CONC. ' —RIGID INSUL. 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FOR ALTERNATES 3 " - , ( ) _ CD LYWOOD SHEATHING o GALVANIZED METAL LATH COPPER DRIPEDGE a a MATCH EXISTING WOOD �, o = 3 3 STO POWERWALL NEXT USTOM CEDAR CROWN �- co MOLDINGS & TRIM - i o = � - \` DRAINSCREEN SYSTEM MOLDI MAT EXISTING �. , `D v~i v~i -f-- - _ BUILDING PAPER ;' " RECESSED IT LIGHTS N N — 5/8" CDX PLYWOOD , - - - - \ 1 WALL DETAIL @ DINING RM STUCCO Y2" BLUEBOARD � 1X4 FIR BEADED BOARD, \i 1 W/PLASTER SKIMCOAT - n VARNISHED TO M TCH EXI SCALE: 1-1/2" = 1'-0" `X OPEN-CELL N 2'-1y"(VFY, MATCH EX'G) " SPRAY-FOAM - MA VIN CLAD INSULATION - J MATCH EXG) - -CEDAR OR FIR BRACKETS TO EX' G) SCREEN DOOR 3 � - MATCH EXISTING, PAINTED----,- I WRAP SILL W/WOOD THRESHOLD o MA VIN CLAb \ ' -- _ COPPER FLASH,G FREN H DOOR I _ SILL FLASHING / t I W ►�"� „ X CEDAR MOLDINGS TO MATCH Z WOOD T RESHOLp _ CDX PLYWOOD SHEATHING N I » EXISTING 2 2-LAYERS OF BUILDING PAPER, %X CEDAR FRIEZE BOARD ^ - BACK LAYER DRAINAGE PLANE ON Y" VERTICAL BLOCKING & FRONT LAYER BONDAGE BREAK -- F--1 " W D FIN. FL. ` -- _ PRECAST CONC. SILL -FIN. FLR. OF NEW TO BE FLUSH W/ FIN. FLR. OF EX'G. 2" RIGID XPS INSULATION - DRAINAG MATT r _ _-._ � _ _. � _ �- '"_ - - - - - - CEDAR MOLDING, SIM. � GALV. BRICK ANCHORS ---- - BRICK COURSE L.C.C. FLASHING TO BROSCO 8462 (X" PLYWOOD SUBFLOOR _ 5/4x4 IPE DECK OVER ICE & WATERSHIELD = ^ - %X CEDAR CASINGS FLASHING & LEDGER— J 7 Y" 1-JOISTS a' i� ® 16" O.C. 1� ,�015T: w CLOSED-CELL �'- - ,/= I,,6 i ° � XB P.I. JOISTS ® 16" O.C. I ° ` 1,_1" EAVE DETAIL @ DINING ROOM ~ v� SPRAYFOAM I \% \/ `. 2 J ' I /,'` , J SCALE: 1-1/2" = 1'-0" '--' INSUL. _ %'�, / /j ° - +-Y2" GALV. BOLTS I ° r - Q` y (2) 2X8 P.T. BEAM ;. —GALV. JOIST HANGER I P.T. STEP FRAMING— o P.T. 2X6 SILL `" \% v ! <. SLOPE FINISHED W ANCHOR BOLTS F T�tr{p �/'' - RIP -� \I GRADE AWAY FROM ® 48" O.C. �,` y I -- € f � Fj X AZ RISER TRIM /y; , �ry ';% $ C--- -�-2r8 P.T--BEAM -... - - — j - _...__ -- CMU FND. WALL _.:..__ =.€ E��-_- __- ' CONC. 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FTG. 4'-0" BELOW GRADE ~R t r` 4 1 ° f y i 9 4t'� K BFOUNDATION DETAIL @ DINING RM/STEPS � ` �" A6 ,0 SCALE: 1-1/2" = 1'-0" 8" ± 12" EDGE OF RXTCHEXIG.�� BRICK WATER W QUOIN BELOW BRICK TABLE BELOW u STUCCO QUOINS FACE OF BRICK LL1 QUOINS 0 u MATCH 1 J-1 EX'G \;\� U MORTAR —OPEN CELL FOAM INSULATION COLOR rq Wh Y-\ 10 --SOLID 2X BLOCKING \ -- 'yq'o LX/ --DOUBLE 2X6 TOP PLATE o 0� 2" RIGID INSULATION sU.6 0 HURRICANE STRAP I 01/f p) =15 BLUEBOARD rsool, 2-LAYERS OF BUILDING PAPER, BACK LAYER DRAINAGE PLANE & GALVANIZED W/PLASTER SKIMCOAT MASONRY FRONT LAYER BONDAGE BREAK-- 12 TIES _177-1 5/8" CDX PLYWOOD 7 (MATCH EXISTING PITCH) STUCCO ON BUILDING PAPER MTL LATH CLAY ROOF TILES, W/ PLAN SECT. WALL DETAIL RAINSCREEN 30# FELT W/3' ICE STAINLESS STEEL C SCALE: 1-1/2" V-0" SYSTEM IATER LD @ EAVES & VALLEYSSTENERS, MATCH EXIST. MATCH EX G. Y4" CD LYWOOD SHEATHING WOOD MOLDINGS COPPER DRIPEDGE r) TRIM USTOM CEDAR CROWN _j OLDI I EXISTING EDGE M 1x6 WOOD OF M RECESSED IT L1I HTS BASEBOARD QUOIN BELOW CD CDX PLYWOOD SHEATHING 1X4 FIR BEADED BOARD, WOOD FIN. FL. 'H EXI G VARNISHED TO M(i BRICK QUOINS BEYOND OPEN-CELL F7, A x-, x FLASHING C14 SPRAY-FOAM I C14 (VFY, MATCH EX G) INSULATION ---------------------- -Y4" PLYWOOD SUBFLOO (MATCH EX'G) —CEDAR OR FIR BRACKETS TO Y-7 I-JOI MATCH EXISTING, PAINTED 4 STQI ®-16" O.C. 11 T< 2-LAYERS OF BUILDING PAPER, ---COPPER FLASH'G BACK LAYER DRAINAGE PLANE & FRONT LAYER BONDAGE BREAK CEDAR MOLDINGS TO MATCH PRECAST _J EXISTING CONC. 2"- --CORBEL BRICK, MATCH EX'G. PROFILE 2X6 P.T. SILL X SIALANT WINDOW AZEK FRIEZE BOARD PLATE ON DRAINAGE MATT SILL SILL SEALER CLP-D O.H. ON Y4* VERTICAL BLOCKING WI DOW lt/ Io.—O W/ANCHOR WEEP HOLES J! ::fj x 4,..'!" X 1� BOLTS ® 48 ;t_ Al"'J"T 2" RIGID XPS INSULATION A,"j"-. .. -1 WATERPROOFING/ O.C. MORTAR WASH H C CEDAR MOLDING, SIM. CMU FDN. SLOPE FINISH GRADE - TO BROSCO 8462 X AWAY FROM BLDG. V CEDAR CASINGS WALL \X_ ,r 3 • ( -,'-' - - _-- VERIFY BRICK EXPOSURE, x MATCH EXISTING FACE OF STUCCO --c -cc --c Y2 SCREENS ON BOTTOM HALF OF DH WINDOWS u MARVIN CLAD-NEXT GENERATION -4 -------- DH WINDOWS, HURRICANE RATED (-TT CLOSED-CELL SPRAYFOAM SILL FLASHING ....... ....... INSUL.--' 1X STOOL, 2 AZEK SUBSILL OR MARVIN ALUMINUM SILL APRON PRECAST CONC. SILL CASINGS, 2" CONC. MATCH EXISTING W Ld SLAB 6 MILL POLY > VAPOR — 2-LAYERS OF BUILDING PAPER, 00 CID FRONT LAYER BONDAGE BREAK —CRUSHED STONE Ld BLUEBOARD 2" RIGID XPS C4 W/PLASTER BARRIER BACK LAYER DRAINAGE PLANE & INSULATION SILT FABRIC SKIMCOAT DRIP GALV. BRICK ANCHORS 4 X x X v11 ------- FACE OF BRICK QUOINS L) �Nv FACE OF STUCCO ---FOOTING DRAIN x co X _j CD --j J- 4" C USHED 21-4" 2" RIGID INSULATION LLJ STONE' 2" RIGID XPS INSULATION C/) RADON PIPE c) —CONC. FTG. 4'-0" BELOW GRADE z 0 % N'00' 41 FND. DETAIL @ MASTER BEDROOM EAVE DETAIL @ MASTER BEDROOM 0, B SCALE: 1-1/2" V-0- ASCALE: 1-1/2" V-0- A6 .1 I ❑ —� rr ELECTRICAL SYMBOL KEY I' SYMBOL SWITCHES SYMBOL OUTLETS SYMBOL LIGHT FIXTURES SWITCH DUPLEX RECEPTACLE OUTLET A CEILING FIXTURE (SURFACE) ' BATH THREE WAY SWITCH DUPLEX RECEPTACLE OUTLET CEILING FIXTURE (RECESSED) p BACK HALL $3 9. WATERPROOF �— �• DUPLEX RECEPTACLE OUTLET CEILING FIXTURE RECESSED WALL �;. i $� FOUR WAY SWITCH �� W/ GROUND FAULT CIRCUIT INTERRUPTER ®� WASHER) BATH ------- - ---- HORIZONTALLY MOUNTED OUTLET IN $u SWITCH W/DIMMER BASEBOARD WALL SCONCE -� W UNDERCABINET LIGHTING WATERPROOF SWITCH QUADRUPLEX RECEPTACLE OUTLET }—< (NUMBER REFERS TO LENGTH) DUPLEX RECEPTACLE OUTLET FLUORESCENT FIXTURE ❑ — — - — D $� JAMB ACTIVATED SWITCH HALF SWITCHED E= (NUMBER REFERS TO LENGTH / LSWITCH QUADRUPLEX RECEPTACLE OUTLET LED OR LOV LED OR LOW VOLTAGE, ONE QUARTER SWITCHED TRANSFORMER r DUPLEX SPECIAL PURPOSE EXTERIOR SPOTLIGHT (EAVE MOUNTED) I( RECEPTACLE OUTLET SYMBOL DETECTORS/CONTROLS ® DUPLEX FLOOR OUTLET X CEILING MOUNTED EXHAUST FAN BATH (LETTER REFERS TO TYPE) OS SMOKE DETECTOR 1 HONE OUTLET, CAT-5 WIRE W/RJ11 CEILING PADDLE FAN PORT Vy CO CARBON MONOXIDE DETECTOR COMBO PHONE & DATA OUTLETS, CAT-5 WIRE / (WALL MOUNTED) W/RJII PORT h CAT-6 WIRE W/RJ45 PORT COAXIAL CABLE JACK FOR TELEVISION, OR OH HEAT DETECTOR VOR COMPUTER, OR BOTH N & COMPUTE ---❑�___-- LAUNDRY BEDROOM == -- -- ------ - LT LOW TEMP DETECTOR LVJ— BOTH COMBINATION COAX dIACOMP�ACK FOR TELE[�T THERMOSTAT 1 INFRA-RED/REMOTE EYE WIRE (to) WIRELESS NETWORK ROUTER EXISTING -B R HALL NOTE: _ ____._.__,___.._-._._._ _ __ ___ _ 1. PROVIDE HOMERUNS TO ALL PHONE/DATA/TV CABLES .._---- _ -- I DECK \ 2. REVIEW ELECTRICAL DEVICE TYPE AND COLOR (WHITE) WITH ARCHITECT BEFORE INSTALLATION OF FINISHED ELECTRICAL WORK 3. REVIEW LIGHTING FIXTURE SPECIFICATIONS-FOR BOX TYPE &-LOCATION — — — — — �A 4. REVIEW INTERIOR ELEVATIONS FOR LOATTIONS OF ALL EXPOSED ELECTRICAL WORK 5. PROVIDE ALL 6. REVIEW TRANSFORMERHEETS OF SPECIAL LOCATIONS ELECTRICAL� LOW VOLTAGE;ANDLEDSLIGHi1NGONTROLS, OUTLETS, DETECTORS, dc CONTRACTOR SUPPLIED LIGHTING � I BATH RM. I EXISTING NEW �- %� L 11 MST - - - _ I x ENTRY _r WOOD CL T. I I ,,, CONNECT EXISTING FLOORI \� E T SB U SB A / Q� SB - _.._._._ ...... ..._ I ` I OUTLETS TO NEW SWITCH --. - - I i (lll o E D I i �❑ MOVE STING OUTLETS TO / I I — — o � — I BASEBO4 OF NEW BOOKC CONNEC EXISTING EIS- TO u i�` ❑❑ i I BECOME HALF—HOT SWITCH D OU S ❑�<' F"" I LIVING RM. � ! �,�� i II --�, — I - I ,// ! I DINING 0M STUDY 11 s I I - - - - - - - SB COMREMVE EXITING FLOOR F-- ,I _ I`IAS�TE_R KITCHEN OUTLET PATCH FLOOR _ r DR00 REMOVE SCONCES _❑ ,: I I — 1 ! MOVE SWITCHE L / E � I �l ❑ - - — wp -- I - - -- -- - - - - - —�' \' - -I- - ❑,— � - - - - - - - - - + RECESSED LIGHTSJN _EAVE, COORD_W/SOFFIT- - - - - - - - - - - - - - - � & - - - .� W00� BRACKETS & CENTER ON DOORS STEP I I °• fis W. DECK ��❑ I . ;. .� . � ❑ _ _ ❑ EXISTING NEW ____ ^� • �. 1'I1'LL 1 A'F,' 1SSU1: I)RMN'N CIIECKEI) A11/10/16 T WILMERDING PLIMP HOLISE 1ST FLOOR PRICING CDG JDA �& ARCHITECTS 2/23/17 REVIEW CDG JDA ELECTRICAL PLAN 3/31/17 PERMIT CDG JDA 262\Washington Street 2nd floor Boston,NIA 02108 FISHERS ISLAND , NY JOB NUAMER SCALE E2.1 617-451-5740 ARTarchitccts.com 1617 1/4"=l'—O" GENERALSTRUCTURALNOTES WOOD BUILDING DESIGN LOADS REINFORCED CONCRETE: LIVE LOADS 1. ALL CONCRETE IS DESIGNED BY THE ULTIMATE STRENGTH METHOD PER ACI-318 1. ALL FRAMING LUMBER SHALL BE DRY(19% MAXIMUM MOISTURE CONTENT) RESIDENTIAL DWELLING HABITABLE AREAS 2. UNLESS NOTED OTHERWISE, ON PLANS,CONCRETE SHALL BE: DOUGLAS-FIR#2 OR BETTER,WITH THE FOLLOWING ALLOWABLE UNIT FIRST FLOOR 40 PSF STRESSES: ATTIC FLOOR 20 PSF NORMAL WEIGHT CONCRETE BENDING, REPETITIVE USE Fb = 1, 035 psi NON-HABITABLE SPACE AIR-ENTRAINED (5%TO 6%) BENDING, SINGLE USE Fb = 900 WITH STORAGE 28-DAY COMPRESSIVE STRENGTH AS FCLLOWS: TENSION PARALLEL TO GRAIN Ft = 575 SNOW LOADS COMPRESSION PARALLEL TO GRAIN Fc(Par.) = 1, 350 psi WALLS AND FOUNDATIONS 3,000 SHEAR PARALLEL TO GRAIN Fv = 180 GROUND SNOW LOAD, Pg =20 PSF INTERIOR SLABS ON GRADE 3,500 p COMPRESSION PERPENDICULAR TO GRAIN Fc(Per.) = 625 FLAT/SLOPED ROOF SNOW LOAD, Pf/Ps =20 PSF MODULUS OF ELASTICITY E = 1,700,000 WIND LOADS SUBMIT MIX DESIGN TO ENGINEER FOR REVIEW. 2 . WHERE FRAMING CLIPS OR JOIST HANGERS ARE USED, FASTENERS SHALL BE 3. ALL REINFORCING BARS SHALL BE HIGH STRENGTH DEFORMED BARS PER MANUFACTURER'S RECOMMENDATIONS. IMPORTANCE FACTOR, I = 1.0 ASTM A 615 GRADE 60, U.N.O. 3. FOR PLYWOOD NAILED TO FRAMING, NAILS SHALL BE SPACED AT 6"oc, UNLESS NOTED OTHERWISE WIND EXPOSURE CATEGORY: C AT EDGES, 10" OC AT INTERMEDIATE SUPPORTS, UNLESS SHOWN BASIC WIND SPEED = 120 MPH (3 SEC. GUST) 4. REINFORCING BARS FOR WELDING SHALL BE ASTM A706 WELDABLE REINFORCING. OTHERWISE. ALLOWABLE STRESS DESIGN 4. ALL OPENINGS SHALL BE FRAMED WTIH DOUBLE MEMBERS UNLESS OTHERWISE NOTED ON PLANS. 5. DETAIL ALL BARS IN ACCORDANCE WITH"ACI DETAILING MANUAL' SHOW 5. ALL ENGINEERED LUMBER SHALL CONFORM WITH THE FOLLOWING ALLOWABLE UNIT STRESSES GENERAL: ON PLACING DRAWINGS THE NUMBER AND LOCATION OF ALL BAR UNLESS OTHERWISE NOTED: SUPPORTS AND ACCESSORIES NECESSRAY TO SUPPORT LAMINATED VENEER LUMBER(LVL) 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2015 REINFORCEMENT IN POSITIONS INDICAT=D. MODULUS OF ELASTICITY, MIN. E = 1,900,000 psi INTERNATIONAL RESIDENTIAL CODE PORTION OF THE 2016 CODE OF BENDING, SINGLE USE Fb = 2,600 NEW YORK STATE, IN ACCORDANCE WITH ACCEPTED ENGINEERING SUBMIT REINFORCING BAR SHOP DRAWNGS FOR ENGINEER'S REVIEW. COMPRESSIONAL PARALLEL TO GRAIN Fc(Par) = 2,510 PRACTICE. 6. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT WHEN NOT HORIZONTAL SHEAR Fv = 285 OTHERWISE INDICATED SHALL BE: COMPRESSION PERPENDICULAR TO GRAIN/ Fc(Per) = 750 2. DIMENSIONS AND DETAILS SHALL BE CHECKED AGAINST THE PARALLEL TO GLUE LINE ARCHITECTURAL DESIGN DRAWINGS. CONCRETE POURED AGAINST EASRTH 3" TENSION STRESS Ft = 1,555 3. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE SIZE AND CONCRETE POURED IN FORMS, BUT LOCATION OF ALL OPENINGS, SLEEVES AND ANCHOR BOLTS EXPOSED TO EARTH OR WEATHER 6. BUILT-UP LVL's TO BE CONSTRUCTED PER MANUFACTURER'S SPECIFICATIONS. AS REQUIRED BY ALL TRADES. OPENINGS NOT SPECIFICALLY BARS#5 AND SMALLER 1-1/2" 7. ALL PENETRATIONS THROUGH ENGINEERED LUMBER SHALL BE SUBMITTED TO THE SHOWN SHALL BE APPROVED BY THE ARCHITECT AND ENGINEER. BARS LARGER THAN#5 2" STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING. COLUMNS AND GIRDERS 1 1/2" 8. ALL EXPOSED DECK/PORCH FRAMING TO BE PRESSURE TREATED WOOD. 4. DIMENSIONS SHOWN ON THE STRUCTURAL DRAWINGS ARE SLABS,WALLS NOT EXPOSED TC 9. FRAMING CONNECTORS AND NAILS AT EXPOSED DECK TO BE STAINLESS STEEL, GENERALLY OBTAINED FROM THE ARCHITECT AND ARE INCLUDED EARTH OR WEATHER 3/4" OR OTHER FINISH APPROVED BY ENGINEER. AS INFORMATION COMPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. 7. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT LAYOUT OF BUILDING FOUNDATIONS OR OTHER ITEMS MAY BE MADE USING THE DIMENSIONS SHOWN ON THE STRUCTURAL DRAWINGS ONLY IF THE AS DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. CONTRACTOR HAS COMPARED THESE DRAWINGS WITH THE ARCHITECTURAL NAILING SCHEDULE-UNLESS OTHERWISE NOTED DRAWINGS AND HAS RECEIVED CLARIFICATION FROM THE ARCHITECT 8. MAKE ALL BARS CONTINUOUS AROUND WALL CORNERS. REGARDING ANY ERRORS, INCONSISTENCIES, OR OMISSIONS. 9. SLABS AND WALLS SHALL HAVE NO JOINTS IN A HORIZONTAL PLANE. CONNECTION NAILING 5. DO NOT SCALE DRAWINGS TO OBTAIN INFORMATION. JOIST TO SILL OR GIRDER,TOE NAIL 3-8d 10. PROVIDE 245 BARS, (1-EACH FACE)WITH 2 FT. PROJECTION AROUND BRIDGING TO JOIST, TOE NAIL EACH END 2-8d 6. SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR WATER/DAMP- ALL OPENINGS IN CONCRETE. SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d AT 16"oc PROOFING, FIREPROOFING AND INSULATION REQUIREMENTS. 11. WIRE MESH REINFORCEMENT MUST LAP ONE FULL MESH AT SIDE AND END LAPS. TOP PLATE TO STUD, END NAIL 2-16d AND SHALL BE WIRED TOGETHER. PROVIDE ADEQUATE SUPPORTS FOR MESH TO STUD TO SOLE PLATE,TOE NAIL 4-8d FOUNDATIONS: ENSURE ITS LOCATION AS SHOWN ON DRAWINGS. DOUBLED STUDS, FACE NAIL 16d AT 24"oc 1. ALL FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL INORGANIC GLACIAL TILL OR 12. CONDUITS AND PIPES SHALL BE PLACFD nROVE BOTTOM BARS AND BELOW DOUBLED TOP PLATES, FACE NAIL 16d AT 16"oc COMPACTED STRUCTURAL FILL HAVING AN ALLOWABLE BEARING VALUE OF TOP BARS AND SHALL NOT EXCEED 1/3 THE CONCRETE THICKNESS AT ANY TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2-16d 2 TONS PER SQUARE FOOT. CROSS SECTION. PARALLEL RUNDS SHALL BE SPACED A MINIMUM OF 3 DIAMETERS CONTINUOUS HEADER,TWO PIECES 16d AT 16"oc ON CENTER. NO ALUMINUM OR COATED CONDUIT PIPE SHALL BE USED. ALONG EACH EDGE 2. BOTTOM OF FOOTINGS EXPOSED TO FREEZING SHALL BE AT LEAST 3'-0" BELOW FINISH GRADE. CEILING JOISTS TO PLATE,TOE NAIL 3-8d 3. BOTTOM OF FOOTINGS AT LEAST T-0" BELOW FINISH GRADE ARE CONTINUOUS HEADER TO STUD, TOE NAIL 4-8d FOR BIDDING PURPOSES AND SHALL BE LOWERED AS NECESSARY TO THE REQUIRED CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3-16d BEARING MATERIAL AS FOUND UPON EXCAVATION. IF THE REQUIRED BEARING POST-INSTALLED PASTENERS AND ANCHORS: CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3-16d MATERIAL IS NOT ENCOUNTERED AT ELEVATIONS SHOWN, NOTIFY ENGINEER RAFTER TO PLATE,TOE NAIL 3-8d IMMEDIATELY. 1. ALL HOLES INTO CONCRETE WALLS FOR PROPRIETARY ANCHORING SYSTEMS SHALL BE DRILLED AND CLEANED IN BUILT-UP CORNER STUDS 16d AT 24"oc 4. FOUNDATIONS SHALL BE TEMPORARILY BRACED AGAINST EARTH PRESSURE, STRICT ACCORANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. BUILT-UP GIRDER AND BEAMS (U.O.N.) 20d AT 32"oc AT TOP WIND AND OTHER LATERAL FORCES. AND BOTTOM AND STAGGERED 2, ALL PROPRIETARY ANCHORING SYSTEMS SHALL BE INSTALLED 2-20d AT ENDS AND AT 5. STEP FOOTINGS ARE REQUIRED TO PASS UNDER MECHANICAL PIPING. IN STRICT ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS PLYWOOD: UNLESS OTHERWISE EACH SPLICE PROVIDE SLEEVES FOR ALL PENETRATIONS IN FOUNDATION WALLS. AND USING ALLRECOMMENDED ACCESSORIES AND SUPPLEMENTAL COMPONENTS SUCH NOTED NOTES ON BUILDING EXCAVATION AND BACKFILL: AS SCREEN TUBES, WASHERS, ETC. 1. PRIOR TO CONSTRUCTION, CONTRACTOR TO EXCAVATE 3. ALL EPDXY ADHESIVE SHALL BE HILTI RE-500, SIMPSON ET OR APPROVED SUBFLOOR SHEATHING TEST PITS TO CONFIRM SOIL TYPE AND REMOVE ANY EQUAL, U.N.O. 3/4"T&G STURD-I-FLOOR 8d BURIED MATERIALS THAT MAY BE ON SITE. 4. ALL ACRYLIC ADHESIVE SHALL BE HILTI HIT(ICE, HY200 OR HY20, WALL SHEATHING 1/2" 8d 2. REMOVE ALL TOPSOIL, PAVEMENT, OLD FOUNDATIONS AND ANY OTHER OR APPROVED EQUAL, U.N.O. UNSUITABLE MATERIAL FROM THE BUILDING LIMITS. ROOF SHEATHING 5/8" 8d 5. ALL THREADED CONCRETE ANCHORS SHALL BE HILTI HUS-H, SIMPSON TITEN 3. EXCAVATE FOR ALL BUILDING FOUNDATIONS. FOOTINGS TO BE SUPPORTED ITW TAP-CON OR APPROVED EQUAL, U.N.O. NOTES: ON DENSE, NATURALLY DEPOSITED GLACIAL TILL. IF NEEDED, OVEREXCAVATE 6. ALL EXPANSON ANCHORS SHALL BE HILTI KWIK BOLT 3, SIMPSON WEDGE ALL SCHEDULE BASED UPON COMMON WIRE NAILS. UNSUITABLE SOILS AND PLACE COMPACTED STRUCTURAL FILL. SEE LIMITS OR APPROVED EQUAL, U.N.O. LARGER NAIL SIZES REQUIRED FOR BOX OR PNEUMATIC DRIVEN FASTENERS. OF COMPACTED STRUCTURAL FILL DETAIL. SUBSTITUTING PNEUMATIC NAILS OF EQUAL DIAMETER OR LARGER IS ACCEPTABLE. SUBMIT PRODUCT DATA AND ALL PERTINENT EVALUATION REPORTS FOR ALL PROPOSED REFERENCE IS MADE FASTENERS IF DIFFERENT THAN INDICATED ON THE STRUCTURAL DRAWINGS. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TO DRAWINGS UPON WHICHGNCB CONSULTING ENGINEERS, P.C. COMMON WIRE NAIL DIAMETERS WORK IS BASED: 6d 0.113" hl EW GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM ICE BARRIER FLOOD ARCHITECTURAL DRAWINGS 8d 0.131 SNOW SPEED DESIGN UNDERLAYMENT HAZARDS ` ' BY: AR&T ARCHITECTS 10d 0.148 LOAD CATEGORY WEATHERING FROST LINE TERMITE REQUIRED? '. DEPTH BOSTON, MA 12d 0.148 PREPARED FOR: 16d 0.162„ p WILMERDING PUMP HOUSE PROJECT 20d 0.192" r'„ � 41 �' ; " 20 PSF 120 MPH B SEVERE 3 FT. DEEP MODERATE PER ARCHITECT NOT APPLICABLE �, a '.t �'" FISHERS ISLAND, NY 'u' � TO HEAVY DATED:3-1-17 TITL.I: DATE ISSUE? 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ONTO WALL STUD - 2x6 WOOD STUD WALLS WITH LEDGERLOKS EVERY'OTHER STUD ! TOP& BOTT OF 8d CCMMON WIRE NAIL JOISTS DIRECTLY TO FRAMING ANCHOR BOLTS PER I T DETAIL _ 3/4"PLYWOOD SHEATHING OPTION: WALL REINF. - TJI FLOOR JOISTS PER PLAN t EITHER#5 VERT. BAR o e -------- AT 4 FT oc 2x PT TWIST STRAP TJI TO LVL,TYP. _. _.. -------.---._ RIM rr- + LAP DOWEL + STD TJI _.. __....-_.... - - --- - -- - - - ----- _ CONT PER PLAN ---_....--... --.--_-._..._--_-_._- -._____-- � ;._ HK LVL BEAM - L.\ - - --- --- PER PLAN �;. FULL HEIGHT OR o PER PLAN SEE CONC PIER �Y w BAR 5 AT 4 FT oc VERT. Z 2x PT BLOCK 3„ pC OPTION: S — CONC OR MASONRY + TC HK LL - a STEEL PIPE - - O Q TYP. DETAIL PIER, REINF. - - -� 3 CONC SLAB - -- -- - - -- --- - - - - ARS- HORIZ Co -1 0 _ c -- --- TOP&BOTT Q - 2-#5 BARS CONT o - -- -- -- - - O 1 j OF WALL °� m CONT. 10 CLEAR #— — SEE NOTES ON 8" COVER 6" 8" 3 FT. SQ. FTG. SECTION A 4.0 BATHS f — 2'-8" I PROPOSED SECTION AT MASTER BATH SECTION A4.1 DINNG '' " . 1/4" - 1'-0"— ---- 1 SECTION A 4.0 BATHS 1/411 — 11-011 ��1 •- ' 4. . GNCB MARK-UPS TO ARCHITECTURAL DRAWINGS Tl'ITI.,E FA'I'T? ISSLL IDRAWN CTIF;CKF,D 29 RLB CCB ARCHITECTSWILMERDING MARCH A_�& l M � PUMP HOUSE SECTIONS 2017 F.C. S1 . 3 �fi'1\tisldinlrtidsd Strt cr 2dreI I lldd>e l�r�st{m,Al y�!?1t:J� 1 30 IF d nr st X t r (OIC NUI✓I13I:sR SCAI,.I.? ix)D 1 S ittfd()Y�r,v FISHERS ISLAND N� fi17 I:i1-57•Ss) 11t 1'arcl7itcct�.cnm C>i 13 CM ti < 4,47 (:C)NNtt'fit�l rr C?t,4ra 1'!It?Nt:{did),d1'.8 11b1 c;�r isl�t;leatl.k5.cc,,u P: 17033 As indicated WELDED W'RE SAW CUT FABRIC CONTROL JOINT AS REINFORCEMENT SOON AS 1 1/2"CLEAR ON CONCRETE WILL BRICK OR FLOCK NOT RAVEL(24 HRS SUPPORTS MAX) o 1/2" 1/2" GAP AROUND CONC Jf N- BEAM X FOUNDATION a WALL a - g $' N Co Co GRAVEL k. VAPOR RETARDER ' ' ^. PER ARCHITECT BEAM PER PLAN SLAB ON GRADE BEARING SURFACE: WITHIN THE BUILDING AREA REMOVE ALL TOPSOIL, MAN-PLACED FILL, _ I — I ) _BEAM POCKET DETAIL AT CONCRETE WALL SUBSOIL AND ANY OTHER UNSUITABLE — MATERIAL TO EXPOSE NATURALLY DEPOSITED— INORGANIC SAND/GRAVEL, OR REPLACE ( �- 3-PLY UNSUITABLE MATERIAL WITH COMPACTED LVL BEAM STRUCTURAL FILL SEE ARCHITECTURAL DRAWINGS FOR ANY INSULATION REQUIREMENTS SIMPSON CCOS5.50 TYPICAL SLAB ON GRADE DETAIL STEEL COLUMN CAP 1/2" DIA.ANCHOR BOLT WITH 3"x3"x.229" 16 DIA. 16 DIA. PLATE WASHERS'�_j /Z i - - U.N.O. i i to BASE PLATE STD PIPE COLUMN (PER PLAN) WELD TO BASE PLATE (4) 1/2" DIA. ANCHOR BOLTS - $ #5 BAR VERTICAL HOOK ALL HORIZ. 7; + STD HOOK AT REINFORCEMENT M�° CENTER OF NON-SHRINK AS SHOWN OR PIERGROUT Q PROVIDE HOOKED = SPLICE BARS (TYP) —x x . x`,• — x— 1 1/2" 5" 11/2 WALL INTERSECTIONS WALL CORNERS CONC SLAB — a „ 1 - N OUTLINE OF HORIZ. <" iv I I I o o I FOOTING BELOW REINFORCEMENT co H I co o o CONT. THROUGH JOIN�T� TYPICAL ANCHOR BOLT DETAIL C) T/3 < _T/3 NOTES: STD PIPE COLUMN �? 1. PROVIDE MINIMUM 7" EMBEDMENT. 2. MAXIMUM PERMITTED HOLE SIZE FOR ANCHOR BOLT IS 9/16". (3)#5 BARS I WELD BASE OF COLUMN Q 3. MIN. 2 BOLTS PER PLATE. 101, 1'-4" EACH WAY ' TO BASE PLATE ti BOTTOM, TYP. BASE PLATE CONSTRUCTION JOINT 3'-0" 5/8"x8"x0'-8" NEw,, . Ir BAC3 PLAN ATE up,is INTERIOR FTG CONCRETE PIER/STEEL PIPE COLUMN TYPICAL CONCRETE WALL REINFORCING ' DETAILS FOUNDATION - ANCHOR BOLTS to a > I'I'I'I_I DA'IT; ISSUH, DRA\VN CI-II;CKT;D 29 Author Checker �rr x: �y V4 HOUSE MARCHARCH �TECT , WILMERDING PUMP TYPICAL DETAILS 2017 SIA }'i)ti(C.kFf KE fS('1X£t0: FISHERS ISLAND NY Jolt NUNM R SCAI.I V ' 617--251-3740 AI2'I'architects.com cat-t_>SAYEAR X.>r C ON NW 111.01 06471 1'i ION[:IN,n 3198'1224 GNCr,I N{.;INlEKS.ccr>`., P: 17033 As indicated SHEAR WALL NOTES WASHERS REQUIRED. BOLT HOLES 9/16" DIA. MAX. MIN. END DISTANCE 6". ROOF RAFTERS 1. SHEAR WALL LOCATIONS ARE NOTED ON PLANS. PER PLAN 2. SIMPSON HOLDOWNS AT EACH END OF PERFORATED SHEAR WALL PANEL PER PLAN. ATTIC FLOOR JOIST 3. SIMPON SET EPDXY TIE ADHESIVE FOR HOLDOWN U) _ _ c„ - -TT-SEE PLAN ANCHORS EMBEDDED INTO FOUNDATION. 0 SIMPSON H2A 4. EMBED 5/8" DIA.ANCHOR 10" MIN. INTO m HURRICANE CLIP FOUNDATION. `N Q EACH RAFTER TO EMBED 7/8" DIA.ANCHOR 15" MIN INTO FOUNDATION. WALL STUD LVL'S 5. SOLID WOOD POST AT EACH SHEAR WALL PANEL 2'-0" END. RAFTER TO WALL CONNECTION 6. PLYWOOD SHEATHING 15/32" TYP. DETAIL NAILED WITH 10d(COMMON WIRE NAIL SIZE) AT 4"oc AT PANEL EDGES AND 10"oc AT FIELD. RAFTER TO WALL CONNECTION 7. NO HORIZONTAL JOINT IN SHEATHING FOR A MULTI MEMBER LVL CONNECTION MINIMUM OF 1 FT ABOVE AND BELOW RIM BOARD. 8. SOLID BLOCK AT ALL PANEL EDGES WITH DIMENSIONAL SIZE TO MATCH FRAMING. PROVIDE 1 1/4"x 18 GA 5/8"T&G ROOF SHEATHING,TYP. METAL STRAP WITH UNLESS NOTED OTHERWISE 8-1 1/2"x10d NAILS PER SIDE EACHBEVELED RAFTER BLOCKING AT (16 NAILS PER STRAP) EACH RAFTER 77-77 BEAM TO BEAM SLOPED SEAT RAFTERS. SEE PLAN FOR SIZE. W/HANGER RAFTER HANGER BM BM EACH RAFTER RIDGE BEAM. SEE PLAN FOR SIZE. LRU BEAM RIDGE BEAM - RAFTERS BLOCK JOISTS AT WALL INSTALL FACE MOUNTED HANGER RIDGE STRAP. INSTALL FASTENERS PER PER MANUFACTURER'S BEARING WALL ABOVE AND BELOW FLOOR MANUFACTURER'S RECOMMENDATIONS RECOMMENDATIONS RIDGE BEAM ON POST HIP BEAMS AND JOIST VALLEY BEAM JO Jp HANGER TO BEAM STRUCTURAL RIDGE BEA /-SIMILAR LUS OST WOOD POST PER PLAN BEAM OR QUANTITY OF STUDS EQUAL TO BEAM WIDTH DOWN ANCHOR POST TO BEAM —\ TO FOUNDATION WITH SIMPSON POST AT FIRST FLOOR FRAMING LTS 12 STRAP EACH SIDE WOOD BEAM BEARING ON WALL WOOD FRAMING TO FLUSH WOOD BEAM BEARING WALL AND FLUSH FRAMING DETAILS POST ON SUPPORT 0 NEW +� ROOF RIDGE BEAM DETAILS 1'ITLI DA'I'I3 ISSUE: DRAWN CI II CKF,D 29 RLB CCB A�,& l ARCHITECTS TYPICAL DETAILS MARCHWILMERDING PUMP HOUSE 2017C r=-g P.C. S1 . 5 262 1X1,hir,� 1 strrcr 21aE1 I t rcrr Itr,sYr,rt,M ti cr2l0s 1 Orr F f K s,h, T FISHERS ISLAND, NY 1 M r.�r t Y t (>Roz OIC NUMBI�It SCALI11 617-451-57,40 1I:l:lrchirr rt4.cr/rrr «r o -11011 06.71 c,r�vvrr�-r�ct�r nt,.r�, H tt)N f:86ft3fW 122! C14C rh<;,"CEWS.cv r P: 17033 A.,indicated