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Home My WebLink About46538-Z � OFFOIK Gy Town of Southold 3/4/2023 a , P.O.Box 1179 o _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43878 Date: 3/4/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: Private Rd.,Fishers Island SCTM#: 473889 Sec/Block/Lot: 3.-5-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/25/2021 pursuant to which Building Permit No. 46538 dated 7/6/2021 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including screened porch, porch and outdoor shower,to existing single family dwelling as applied for. The certificate is issued to Wilmerding,Charles&Anne of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-1130 12/23/2022 ELECTRICAL CERTIFICATE NO. 46538 10/23/2022 PLUMBERS CERTIFICATION DATED Authori ed Signa re TOWN OF SOUTHOLD BUILDING DEPARTMENT CA 2 TOWN CLERK'S OFFICE "oy . opt SOUTHOLD, NY h 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#: 46538 Date: 7/6/2021 Permission is hereby granted to: Wilmerding, Charles 201 S Radnor-Chester Rd Villanova, PA 19085 To: Construct additions and alterations to existing single family dwelling as applied for, with SCHD approval At premises located at: Private Rd., Fishers Island SCTM #473889 Sec/Block/Lot# 3.-5-3 Pursuant to application dated 6/25/2021 and approved by the Building Inspector. To expire on 1/5/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $727.60 CO-ADDITION TO DWELLING $50.00 Total: $777.60 Building Inspector pF 50!/j�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 roger.riche rt(Q)town.south old.ny.us Southold,NY 11971-0959 QlyCOUNT`I,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Charles Wilmerding Address: Private Road City: Fishers Island St: New York Zip: Building Permit#: 46538 Section: 3 Block: 5 Lot: 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Z & S Contracting License No: 4798-ME SITE DETAILS Office Use Only Residential x Indoor x Basement x Service Only Commerical Outdoor x 1 st Floor x Pool New x Renovation 2nd Floor x Hot Tub Addition x Survey Attic Garage INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 27 Ceiling Fixtures 37 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 8 Wall Fixtures 14 Smoke Detectors 9 Main Panel 200a A/C Condenser 3 Single Recpt Recessed Fixtures CO Detectors 4 Sub Panel A/C Blower 3 Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 30a Emergency FixtureTime Clocks Disconnect 200a Switches R42 Twist Lock Exit Fixtures TVSS Other Equipment: Notes: gas range,range hood,dishwasher,washing machine,electric dryer-30a. 16 ARC fault circuit breakers, 1-combination GFCI/ARC fault circuit breaker, 1-heat detector. Inspector Signature: Roger Richert Date: October 23, 2022 81-Cert Electrical Compliance Form OF SOUTyoI 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 aQ roger.riche rt(a)-town.southold.ny.us Southold,NY 11971-0959 00UNT`1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Charles Wilmerding Address: Private Rd City: Fishers Island St: New York Zip: 6390 Building Permit#: 46538 Section: 5 Block: 3 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Z&S Contracting License No: 4798-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 27 Ceiling Fixtures 37 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 8 Wall Fixtures 14 Smoke Detectors 9 Main Panel 200a A/C Condenser 3 Single Recpt Recessed Fixtures CO Detectors 4 Sub Panel A/C Blower 3 Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 30a Emergency Fixtures Time Clocks Disconnect 200a Switches R42 Twist Lock Exit Fixtures TVSS Other Equipment: Notes: gas range,range hood,dish washer,washing machine,electric dryer-30a. 16 ARC fault cit6uit breakers, 1-combination GFCI/ARC fault circuit breaker, 1-heat detector :See Corr lea- e -fix +0_X YY1�Lo �ir�m Inspector Signature: Date: October 23 2022 81-Cert Electrical Compliance Form(1).xls TOWN OF SOUTHOLD BUILDING DEPT. °ycouto, 765-1802 CTION [. FOUNDATION 1 T ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 07 DATE / INSPECTOR y�� qf 50U1�, J tio1� O� # # TOWN OF SOUTHOLD BUILDING DEPT. �`ycourm ' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ UGH PLBG. [ ] F NDATION 2ND [ INSULATIO AULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY --[.- ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ '] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATI N [ ] PRE C/O REMARKS: • Z4,� . _ or oe DATE 03 '�-g �'� INSPECTOR so TOWN OF SOUTHOLD BUILDING DEPT. <,coutumv, 631-765-1802 INSPECTION FOUNDATION 1ST ROUGH PL13G. FOUNDATION 2ND IKIQULATIOWCAULKING FRAMING/STRAPPING �Fl N A L FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION PRE C/O RENTAL_ REMARKS: Of oor e, te�r-�- 'lot DATE INSPECTOR ho�apF SOUTyO� ff # * TOWN OF SOUTHOLD BUILDING DEPT. 49• cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ IN LATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION' [ ] PRE C/O [ ] RENTAL REMARKS: ee4, .23 ov '00F DATE INSPECTOR OF SO(/ly�� -- ---- YYY"' # # TOWN OF SOUTHOLD BUILDING DEPT. �o • �o courm 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 6?eA e Lol DATE INSPECTOR ! v -iio Buildlin-g_ Cot i,,'-,�ei alt n Te.-%. nology, LC Tesfing. Sheet .Slgriaki re:Vtc. Y453 F Date of Test: Bi-filder: m -t--2r 2 o we,LJ '8;-ii 10 e r C'.an t a Addr�= !�§s of T--s--:i4 j 8FBE Total-Hea-LzI:.d'SpaGe-: Vo I Lfrn e-.; Sourcebf Area and Volume,Calculabons-P-i�"- . Bbwer Dbor Test NOTE& Fan Pa. Date Outside Priassure "Fan Flow ACH50 jDASS/FAIL aLLct,B kS€p r_]-est fair;-Handler Locatic)n Rough in or Pos,f Cons,trLI&Lion: T.otai or ran 'Pass or NOTES: :Date Ring Pressure Fan Flab -:iLeakage Fa it 0 c' 3 Outside 2S- 4, Air Haridlez LoceMbn: e—' r,-ov11 FlborSeRle& Area Sen bd,-. Rough In or POST_Qonsrtucfio.n-- Toial'or Fan Passor NOTES: Dee Ring Pressure anFlovv °': Leat Fail C-3 ZrS L) outside -S GNCB 1• Consulting Engineers, P.C. Structural Engineering Geotechnical Engineering Historic Preservation May 2, 2022 Town Hall Annex Building Town of Southold Southold, NY 11971 D V D Attn: Michael J. Verity MAY _ 3 2022 Chief Building Official Re: Wilmerding Residence BUU D TNG(DEPT. Fishers Island, New York 06390 OF"SOUTHOLD Permit No. 46538 Tax Map No. 473889 Section 3, Block 5, Lot 3 .•:ire..'I I:..I r•_. ':I��•• 1,'!VI')i. i l,:r!(! Dear Mr. Verity: GNCB Consulting Engineers, P.C. (GNCB) is the Engineer of Record for the addition to the Wilmerding House project under construction on Fishers Island. This letter is to summarize the structural engineering scope of work that has been substantially completed. Foundation: 1. The permit set of structural engineering drawings dated June 1, 2021 shows a below-grade crawl space with cast in place concrete foundation walls bearing on continuous concrete footings. 2. The attached May 2, 2022 updated foundation drawing was revised to construct the foundation walls with concrete masonry units (cmu) in lieu of concrete. The cmu walls bear on continuous concrete footings. 3. The drawings were also revised to extend the front entrance porch, including an enlarged scale drawings for the front entrance porch area. The bedroom semi-circular deck piers are included, together with precast concrete piers to support a small porch at grade for access into the screened porch. a r.ho-;nn:Iiu'rr'.I; rttpr,C;is Lc.h I Wilmerding Residence GNCB •.• % Fishers Island, NY May 2, 2022 Consulting Engineers, P.C. Page 2 of 3 Z&S Contracting, Inc., the General Contractor, provided submittals for 28-day compressive strength, f 3,000 psi concrete mix, grade 60 rebar and 10" concrete masonry units, all of which were acceptable. I reviewed photos from September, 2021 provided by Z&S, showing the progress of foundation construction work. The house addition area was excavated to a minimum of 3 feet below adjacent grade, the required frost depth for the bottom of the footing. The footing bearing surface appears to be a suitable granular material. At the exterior house addition walls, continuous footings were formed, with 2 parallel horizontal bars placed with clear cover at the bottom of the footings. There is a grid of rebar for the mat slab at the fireplace area. Individual square isolated footings with rebar each way, bottom, are located at the semi-circular deck area. Concrete masonry units bear on top and are centered on the continuous footings. Vertical dowel bars were placed in the cmu cells, spaced at 2 feet on center and wall corners. The cmu cells are grouted solid. Horizontal joint reinforcement is placed between cmu courses. Pressure-treat sill plate is anchored to the top of the cmu wall. Wood Framing: Wood framing work began approximately at the beginning of November, 2021. The majority of the engineered wood floor framing joists (TJI) are flush framed with laminated veneer lumber (LVL) support beams. The TJI are supported on the LVL beams with joist hanger hardware. At locations where there is a floor level change, there are LVL carrying beams to support the TJI joists. The floor framing is sheathed with Advantech Flooring. Roxanne L. Brown, Engineer, GNCB, was on site with Z&S in March, 2022 to observe the progress of framing work. The stud walls are constructed of 2x6 wood studs spaced at 16" on center. Wood shear walls are located per the structural drawings, with plywood wall sheathing and holddown hardware installed. The wall studs are blocked horizontally. Coil strap is fastened to the bottom sill plate and runs up the stud. At window headers, the header and support posts are strapped. The gable roof framing is supported with LVL structural ridge beams. 2x sawn lumber roof rafters are attached to the ridge beams with hanger hardware. There is flat strapping attached directly to the wood rafters spanning across the ridge beam to the opposing rafter. The base of the rafters at the eave level are fastened with hurricane clips to the stud wall double top plate. Where wood posts support the ridge beam, the posts are strapped to the beam. Where steel hollow structural sections (HSS) columns Wilmerding Residence GNCB � Fishers Island, NY May 2, 2022 Consulting Engineers, P.C. Page 3 of 3 support the ridge beam, there are steel column caps bolted to the ridge beam and steel base plates at the foundation level. The screened porch is framed with a steel moment frame at the far gable end to resist the wind load. The remainder of the porch is wood framed supported on piers. The roof is supported by a structural wood beam supported on posts. A semi-circular deck noted above is wood framed, supported on piers bearing on square footings. There is also a small, narrow at grade level wood framed deck for access to the screened porch. It is my opinion that the foundation and framing work is constructed in substantial conformance with the Contract Documents, and in accordance with the building code structural requirements. Very truly, of NEW Y ��ycuarise9op,� Charles C. Brown, P.E. Principal W G�i 083685 �� Prepared by: sFO�°ROFESS\ Roxanne L. Brown Engineer/Project Manager Cc: Bruce Kinlin, Architect New York, NY Bruce -kinlinrutherfurd.com Cc: Z&S Contracting, Inc. Fishers Island, NY zandscontracting(W-wail.com Attached: 24"x36" Permit Set drawings dated June 1, 2021, Revised May 2, 2022 KinlinRuther uvd fDyIS 1 NOV 0 12022 October 31,2022 TOvvN ov Michael J.Verity Building Department Town Hall 53095 Main Road Southold, NY, 11971 Attn: Michael J.Verity Chief Building Inspector Re: Insulation Wilmerding Residence Fishers Island, New York Permit No.#46538 Dear Mr.Verity, This letter is to let you know that I have inspected the insulation at the Wilmerding project on Fishers Island, permit#46538. This letter is to certify that the insulation meets the specification requested and to the best of my knowledge meets and exceeds compliance with our submitted plans and code requirements. Sincerely, ED ARC 'Si 2 0 O29A°�� F 4F Bruce D. Kinlin, Registered New York Architect License#:029481-1 KiniiaRutherf+;r(l 3-40 wc�.st 13,80 slrecc'l A Suhk� 1006 Pew ork, {esti 10011 gn>r:Citi+7ii�2k:!sYi�er Verity, Mike From: Charlie Wilmerding <cwilmerding@altuspartners.com> Sent: Thursday, December 15, 2022 4:29 PM To: Verity, Mike 1 Cc: Z&S Contracting,lnc.;Anne Wilmerding Subject: Property at 1301 Cedar Ridge Road, Fishers Island, NY 06390 Dear Mr. Verity, As a follow-up to my conversation this morning-with Paul Contillo at Z&S, and in accordance with your request, I am writing to confirm that we will have the back side of our house fully seeded with grass as soon as possible but by no later than this coming spring. Most of it is actually already seeded, but it's been too cold for the seeds to germinate. The front side of the house will also be fully planted out with some grass as well as various shrubs and ground cover by no later than the spring. If you have any questions or need any more information from me, please let me know. Otherwise, thanks for your help in getting us our certificate of occupancy. Best regards, Charlie Charlie Wilmerding Chief Executive Officer Altus Partners, Inc. 201 King of Prussia Road, Suite 100 Radnor, PA 19087 610-526-6982—direct A It us F-10-rtne rs, ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i Kinlin utherf rd ,in 2 4 January24, 2023 EUILDINGDEPT TOWM OF qrn m4nm Michael J.Verity Building Department Town Hall i 53095 Main Road Southold, NY, 11971 Attn: Michael J.Verity Chief Building Inspector Re: Blower door test exemption Wilmerding Residence Fishers Island, New York Permit No.#46538 Dear Mr.Verity, This letter is to confirm my understanding that the blower door test is not required for the Wilmerding residence, because the addition is not isolated from the pre-existing house.There is no separation, no doorway or closable connection, between the new addition and the pre-exisitng house. The NY state Division of Building Standards and codes Technical bulletin on ACH 50 testing states that the ACH 50 test is not practical for building additions,with certain exceptions which are not met for this project(attached). Sincerely, 0 ARchr ��qTF0�9A$1 yp OF NE`s Bruce D. 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( � � . � � / �� ey _ � ' ' ;' ''. __ � � !. r i I I � i ,r _ �! +� ' j – — i 1 �� c � 't .` '�� ' ,I � , t •.. ` - � , � "4<. � f ray ,� .1 ti �"�7� �- '" '��- JAY- wo fool ,, i —Sj i `•a NOV 1 0 2021 ..,n,y F v' r ' it ��►►►p" A� , r NOV ° 2021 pr 1 j in RML NOV 1 9 2021 �. f � c A r t i s f W. ROUGG FRAMING& , , PLUM ING �!.04 1 . STATE ENE4PY COD.i. pi Ids � si.�r -'.6�Yii0/IrIW��-�Aw�,�j mss• oll 2-AgE • D b � D! 1 9. i y /ir r TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959 V� Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT LS�V D For Office Use Only PERMIT NO. Building Inspector:sQa J U N 2 5 2021 p I-, 'and -forms hhust be filled out in their entir6t�� p ica ions BUILDING DEPT. application's'W' ill'not.be kcepted. Where th e ApPI icarit is not the Owner,an T( owne'es,Authorization1oirn iPage 2)shall be tom6litbd. Date:6/18/2021 OWNER(S)OF PROPERTY:—' Name: Charles & Anne SCTM#1000- 003-5-3 Project Address:1301 Cedarj�i_qgg, Fishers Island, NY Phone#010) 526-6982 ail:CWilMerdinqP_altuspartners.corn MailingAddress: 201 S. Radnor-Chester Road,.Villanova, PA 19085 �.CONT,ACT�PEFtSON:�,",..d .�". Na me: Bruce D. Kinlin Mailing Address: 59 East 54th Street,_qVitq_q_Z, New York, NY 10022 Phone#:(917) 747-1904 Email:brucea-kinlinrutherfurd.corn DESIGN PROFESSIONALINFORMATION: Name:Bruce D. Kinfin (Kinlin Rutherfurd Architects PLLC) Mailing Address:59 East 54th Street,_Suite 92Aq_Wyq k N)� IJ, Phone#:(212) 695-2899 Email:brucg_@Kiqlinrutherfurd.com tONTRAcTORINFOWATION: Name: Mailing Address: Phone#: kOOOSEDCONSTRUCTI N:`� DESCRIPTION.OFIP E]NewStructure @iAddition ElAlteration EIRepair EJ Demolition Estimated Cost of Project: Dother Will the lot be re-graded? 11Yes R No Will excess fill be removed from premises? E]Yes R No PROPERTY'INFORMATION; ' Existing use of property: Residential Intended use of property: Re$Identlal Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ANo IF YES, PROVIDE A COPY. 8•Check,Box.Aiter,Readin :The owner/contractor/design professional is:responsible foi ail drainage,and storm water issues as rovided b ', , . _. .. ....,,. g ,...,. ., P .•. it. = Chapter,z36 of the;Town'Code:`APPLICATION IS HEREBY MADE-to the Building Department for the issuance of a Building Permit.pursuanI:16 the=Building Zone . ;,Ordinance of.the Town of•Southold,Suffolk,County,New York and other•applicable Laws,.Ordinances or kegulations,for the construc}ion of buildings; 'additions;alterations or.;forremoval or'demolition as herein described..The applicant agrees to comply;with.all applicable lams,ordinances;bdiiding lode, . housing code and regulations and to admit authorized inspectors on premises and in buildings)for:necessary inspections.False statements made herein are. punishable as a`Class A misd"' 'r.pursuant to Section'zlo 45'of the New York State Penal Law:. Application Submitted B (print name): Bruce Ki n l i n BAuthorized pp y(p ) Agent Downer Signature of Applicant: Date: 6/18/2021 STATE OF NEW YORK) SS: COUNTY OF RT(A Le- ki V\I 1 V) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the eh �— (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this �� day of LA.in e ,20 YA MING ZHAO AIE OF NEW YORK otary Pu cc01 ZH6343420 Qualified In New York County PROPERTY OWNER AUTHORIZATION My Commission Expires 06-13-2024. (Where the applicant is not the owner) I, Charles Wilmerding residing at 201 S. Radnor-Chester Road, Villanova, PA 19085 do hereby authorize B ru ce Ki n I i n to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date CV 1 Print Owner's Name 2 F BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD z4 Town Hall Annex - 54375 Main Road - PO'Box 1179 .� ^* Southold, New York 11971-0959 Vgti Telephone (631) 765-1802 -FAX (631-) 765-9502 ri ro-gerr(ab-southoldtownny.gov -- seand(iDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: 'Z, Electrician's Name: u ry, License No.: q Elec. email: Elec. Phone No: - ,5 ®T request an email copy of Certi ate of Compliance Elec. Address.: OLh 9— # o? ' JOB SITE INFORMATION (Ali information Required) Name: G ,Cl elal /4n e W1 [m-e. dJk Address: 1 .3D Co_ cc.✓ s Cross Street: rti� Phone No.: 0231 7 8 'Z D� Bldg.Permit#: .5739 email: Tax Map District: 1000 Section: 003 Block: .5— Lot: 3 BRIEF DESCRIPTIO"F WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: I 13�o Circle All That Apply: Is job ready for inspection?: dYES ❑ NO ❑Rough In [RFinal Do you need a Temp Certificate?: ❑ YES MNO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 FJ2 H Frame Pole Work done on Service? Y N Additional Information: I s-e � ti PAYMENT DUE WITH APPLICATION BUIL DING DEPT c, 0 vipm oFRoMHDLD June 8, 2021 Bruce Kinlin 20 Sutton Place South 18C New York, NY 10022 RE: Wilmerding- 1301 Cedar Ridge Fishers Island Bruce- Enclosed please find the 2 stamped plans from the Health Department along with the permit conditions. Please contact me if you have any questions. Sincerely, Richard H. Strouse, P.E.L.S. Email: istrouse@chacompanies.coin 133 Wilbur Cross Way,Suite 105, Mansfield,CT 06268 T 860.885.1055 ® www.chacompanies.com r-STRAW BALE BINDER APR 2 6 2( j1 Drawing Copyright 0 2015 2X2 5/8 16 Gk WIRE ORE MESH PLASTIC LINING NATIVE MATERIA 1/2' SUM". CO. HE��A_TH (OPTIONAL) �_ / / `a �"-= O � Ui'�tC..Vii,. .-r`,,,.� , - 33 Wilbur Cross Way,Mansfield,CT 06268 SECTION B-B 101 East River Drive,1st Floor C14 - - - D WOOD OR NOT TO SCALE East Hartford,CT 06108 METAL STAKES ` 860-885-10551 www.chacompanies.com (2 PER BALE) CSA Y POINT PLAN 10' M I N. 2-�2 4- L STANDARD D-SOX NOT TO SCALE VARIES .......... .............. 7 7 0 0 NIF V� i El❑ 0 10'-8" T �,J C 'i P 0 FISHERS ISLAND ELI El 0 0 04 LIJ L-1 0 0 Ln J 00 el�KNOCKOUT INLET AND DEVELOPMENT CORP. (4 (J Ir V S/T_wl 0 ED ED 00 OUTLET OPENINGS VACANT LAND PLASTICY \-STRAW BALE El 0 ED Ej F-I 00 tO LINING (TYP) 00 ED 0 NOT TO SCALE 00 00 (0 I D E 00 00 .1 SITE DEVELOPMENT PLAN S -INS 00 ED = [10 MNOME WASHOUT FIT 00 E:1 = El 0 PREPARED FOR: IRON NOTES: 00 DDD 00 00 PIPE, 1, DIMENSIONS SHOVIN ARE FOR TYPICAL RESIDENTIAL L 6'-6 CHARLES WILMERDING 0 C"I CN N/F CONSTRUCTION, LARGER PROJECTS OR PROJECTS REOUIRING & U-) PUMPS MUST BE SIZED ACCORDINGLY (7 GALLONS/TRUCK, LUCILE TAMONEY S 80*16'50-, 50 GALLONS/PUNP, PLUS MIN. 1' FREEBOARD). LEACHING POOL DETAIL ANNE WILMERDING VACANT LAND 2. CAPTURE MATERIAL AND LIOUIDS MUST BE REMOVED FROM NOT TO SCALE 192-27' IRON PIT AND PROPERLY DISPOSED OF WHEN THE PIT REACHES 1301 CEDAR RIDGE T IL PIPE 75% OF ITS CAPACITY, FISHERS ISLAND CAST 3. INSPECT PIT PRIOR TO EACH USE TO ENSURE CONTAINMENT LOCATION MAP SCALE 1 =400' NEW YORK CONCRETE COVERS OF WASH WATER. SILT FENCE PLAN WOVEN WIRE FENCE (MIN. 14 COVER LOCKING CASTING Ito ]EST HOLE DATA - GAUGE W/ MAX. 6- MESH MAP REFERENCES SPACING) TO GRADE TO GRADE BY: R. STROUSE P.E.L.S. DATE: 03-25-2021 IF DROP 'T" 1. SURVEY MAP PREPARED FOR CHARLES T. WILMERDING & ANNE IS USED FINISHED GRADE 0"- 9" TOPSOIL 10' MAIX, CENT P. WILBERDING, BLOCK 26 - LOT 7, FISHERS ISLAND, NEW YORK, CHIMNEY 9"- 36" SANDY SUBSOIL CENTER 36" MIN. LENGTH SCALE: 1"=50', DATE: 8/30/2005, BY CME ASSOCIATES WIRE MESH 36"- 17' POORLY GRADED SAND SP FENCE POSTS X 29" EXPECTED HIGH GROUND WATER DRIVEN MIN. 16" ENGINEERING, LAND SURVEYING & ARCHITECTURE, PLLC m 20" H min. 4" 41 BELOW ELEVATION 36 INTO GROUND INLET iV-�_4" VENT------ 4" VEN T OUTLET NOIES LIQUID LEVEL-�_ 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE Ln CONTINUOUS HOT INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE I : BAFFLE _7r_J 1 4" OUTLET ASPHALT SEAL-< LINED WITH HEIGHT PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR Ln 1/8" P C 77 �--OF FILTER EXCEEDS THE SCOPE OF THE ENGAGEMENT. 60* GAS II 16" MIN. I DEFLECTOR 11 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY .......... 7�7777% PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED 3"J 6" MIN. LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. 3" CROSS SECTION '2d 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND PERSPECTIVE MEW SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF THE LAND SURVEYOR. 1500 GALLON 2 COMPARTMENT WOVEN WIRE FENCE (MIN. 14 4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND 1/2 GAUGE W1 MAX, 6- MESH GEODETIC SURVEY TRIANGULATION STATION "CHOCOMOUNT 2" SPACING) WITH FILTER CLOTH Z SEPTIC TANK C1 IT IS A�OLA710N OF LAW FOR ANY P UNLESS THEY AM NOT TO SCALE NIF 5. SITE IS IN THE TOWN OF SOUTHOLD, SUFFOLK COUNTY TAX MAP PERSON 11 ACTING UNDER THE DRECTION OF A LICENSED PROFESSIONAL 36" MIN. FENCE POST 1000, SECTION 003, BLOCK 5, LOT 3. ENGINEER,ARCHITECT,LANDSCAPE ARCHITECT OR I" SURVEYOR M ALTER AN FTM IN MY WAY.IF AN ITEM BEARING THE UNDISTURBED cN STAMP OF A LICENSED PROFESSIONAL IS ALTERED,THE ALTERING /RON 11 0 BLOCK 26 LOT 7 0. TIMOTHY & TARA MADDEN FLOW- GROUND ENGINEER,ARCHITECT,LANDSCAPE ARCHITECT OR LAND PIPE 4214 46 ROCK rn SINGLE FAMILY RESIDENCE 6. TOTAL AREA = 2.64± ACRES (115,062± S.F.). SURWYOR SHALL STAMP THE DW AND NCUIDE THE ROCK; NOTATION*ALIERED BY FOLLDWED BY THEIR SIGNATURE,THE i p 11 DATE.OF ICH AITEPATIOR AND A IPECIFIC DESCRIPTON MUNI(_-,�IPAL IWA TER 7. SHE IS LOCATED IN ZONING DISTRICY R-120. LIMITS OF PROVIDE 2 COMPACTED SOI Zz i LEACHING POOLS ON SITE SEPTIC SYSTEM 8. BASE FOR ELEVATIONS-NAVD88 CLEARING IL) EMBED FILTER CLOT UJ (SEE- DETAIL) A MIN. OF 6" IN GROUND _J 9. PERCENT OF LOT COVERAGE-PROPOSED- 3.2% EXPANSION AREA\ 415, 7 10. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED qp\ SECTION MEW DEVELOPMENT. Sp d' 4� g0 / Io1 N PROVIDE REMOVE DECK CONSTRUCTION SPECIFICATIONS THOMAS TAMONEY BENCHMARK.- A DISTRIBUTION ti I-,' BOX (SEE DETAIL) r Y, 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH SINGLE FAMILY RESIDENCE PROPOSED WIRE TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE SEPTIC SYSTEM DESIGN FOR 4 BEDROOM RESIDENCE 4M PROVIDE 4" C.I. PIPE FROM CRAWL SPACE TO CLEAN-OUT. LOCATE CLEAN-OUT 2' 9 SCREENED OR HARDWOOD. MUNICIPAL WATER 0 PORCH FROM FOUNDATION WALL. 12 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH PROVIDE 1500 GALLON SEPTIC TANK- INLET INVERT = 52.0 ON SITE SEPTIC SYSTEM MAPLE PROVIDE J TIES SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE PROVIDE 1 DISTRIBUTION BOX- INLET ELEVATION-511.0 91-T FENCE WOVEN WIRE, 6" MAXIMUM MESH OPENING. PROVIDE 2 LEACHING POOLS- INLET ELEVATION 50.5 MAINTAIN DURING EXISTING SEPTIC SYSTEM TO BE PUMPED AND REMOVED. PROVIDE FORM WWM-080 CONSTRUCTION . ...... EXISTING 2 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY -LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH STOCKPILE STORY-3 SHALL BE OVER -LAPPED AREA BEDROOM SHALL BE EITHER FILTER X, MIRAFI 100X, STABILNKA T140N, OR APPROVED - PD1 STD RESIDENCE EQUIVALENT. 0 PROVIDE 1500 GA J( 0 A SEPTIC TANK (SEE DETAIL) ADDITION t. - (TO REMAIN) REMOVE GRAVEL .4n 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED SDITI 'J.4' FINISHED ?. PARKING-LOAM EQUIVALENT. ROO SPAC 9.0 AND SEED SUFFOLK COUNTY DEPARTMENT OF HEALT11 SERVICES GRADE FF 59&:1*:.. 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL LOCATION OF EXISTING PERMIT FO,1z APPROVAL OF CONSTRUCTION FOR A , Pr,O 0 C�p 0 "BULGES" DEVELOP IN REMOVED WHEN THE SILT FENCE. 0 SEPTIC SYSTEM- EXISTING c -Amllut RESIDENCE ONLY MIRAFI 140 N PUMP AND REMOVE FROM SITE- WATER SERVICE I N G L c F FILTER FABRIC PROVIDE FORM WWM-080 T J GPfi VE -0 ID _0 a r 5c)N _7�77� O_5_' DATE 24 H.'S. REF. NO. PROVIDE DRY WELLS omoc C FOR ROOF DRAINAGE APPROVED No. Submittal/Revision Appd By Date (TYP.)-3 DRY WELLS) 48" Scz) F314" STONE TO (SEE DETAIL) MAPLE FOR MAXIMUM Of J < EXTEND TO PROVIDE 145' LONG X 2' WIDE STONE 27 FINISHED GRADE FILLED TRENCH FOR DRAEWAY� MAPLE EXPIRES THREE YEAR F"2 M DATE Of APPA0%,12L C9 0 00 0 25' DRAINAGE (SEE DETAIL) "25 o LIMITS OF EXISTING 1 STORY � (g� kJREE LIMITS STORAGE BUILDING I'D 0 19,800:h S.,-. TO REMAIN 10 STAGING, (DRY BUILDING) ------------ I fir'0 D AREA F ITU PROVIDE NEW stem raust be in (D STONE DRIVE rA 24" AND PARKING ROVIDE 12 eRlC Aba,16,0n'�ncW'Ofcxistitlg'-"Ilit2rysy C.Jts6mit LANDSCAPED CHERRY vAth deP3,111nellt reqi_11=10 TYP. AREA. e o ISLAND r,0rrfCx1a-1 ��(2 z"s proof CONSTRUCTION ENTRANCE conviac 'd f0m 0 TRENCH DRAIN CROSS SECTION PROVIDE J PROVIDE PROPOSED ROOF LEADER NOT TO SCALE - ) CONCRETE Ld NTS CONSTRUCTION RESIDENCE U ENTRANCE WASHOUT PIT DRAINAGE CALCULATIONS z I -I (SEE DETAIL) < (SEE DETAIL) L=50-Of _J ROOF AREA = 2,850 SIF 0- 1 9 /Z 4" PVC WYE I PROPOSED ADDITION IRON 0 OVERFLOW PIPE ER MAIN AND SEPTIC SYSTEM 0 - EXISTING 6" WATER 717W W REQUIRED = 2,850 SF SF X 2/12 475 CF I S 87*22'1 0* W 160 �W�w S 431.17 00 258.52' W__W 4* PVC CUT LEGEND UPGRADE -------------------- W W 5787-84 TO LENGTH MIN. 6" SOIL COVER DRY WELLS 0 W_W-- W OVER DRYWELL PROPERTY LINE 0) BLOCKS AND CATCH (0 BASIN GRATE TO GRADE 475 CF /28.27 CF/VF = 16.8 VF ABUTTERS LINE 0 FILTER FABRIC X-11- (NEENAH R-2525-F) OR EQUAL USE THREE(3) - 6-0 X 6'- DEEP DRY WELLS. EDGE OF PAVEMENT Cl) LIJ _J CEDAR RIDGE Ca NEW DRIVEWAY AREA = 3,370 SF EDGE OF GRAVEL ------------------- Designed By: Drawn By: Checked By: of I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL 0 --- 60 --- < 90'SEND REQUIRED = 3,370 SIF X 1.0 X 2/12 = 562 CF EXISTING CONTOUR RHS ZBC CB/RHS AND CONSTRUCTION OF SUBSURFACE SEWAGE ® 0 562 CF / 4.5 CF/LF =125 LF PROPOSED CONTOUR Issue Date: Project No: Scale: U DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCE ot 4' SDR 35 PVC 0 --------- PROVIDE 145 FEET OF STONE FILLED TRENCH TREE LINE Z ... ............. SLOPE AS REQUIRED o @ @ ® o o AND WILL ABIDE BY THE CONDITIONS SET FORTH 41 I'll /*1 04/02/2021 069038 1" 30' IE 1" STONE OR : () @ @ @ 15) NOW OR FORMERLY NIF Ld THEREIN AND ON THE PERMIT TO CONSTRUCT. 0 @ 0 @ ®NIF �SCREENED GRAVEL 11 BOUNDARY POINT 0 `,, n, n^� ,t :1fp ,I ,C,ul RIBS 0- :31 IECE 13 n4 VEN T_"' 0' 1" 114 U E T - 0 TL BAFFLE Ll 'T, LINED V' /8_ PVC 0 G S 6 - A DEFLECTOR _J Drawing No.: FISHERS ISLAND DEVELOPMENT CORP. SOIL CLASSInCATIONS 30 15 0 3 APPLICANT VACANT LAND I I SMEMWATER DRYWELL DETAIL a' ReC-Riverhead very stony sandy loam-8-15% slopes mommmod NOT TO SCALE GRAPHIC SCALE IN FEET SHEET 1 OF 1 Ell G-N MOa.AI! SPLASPCALPINC BINDER / 2N2 elf MRE \` - NATIVE MATERIAL (OPTIONAL) O y - D t, P 33 Wil bur Erna WEnt ay,MenNeM,CT 08288 O NEiKYr900KOs NO��LE 101EmI HerlloMr CT-108 -- _ r / (2 PER BALE) Bea9es.losswnw.cfiemmpenea.cnm CLAY POINT 1- ;;� .� D MHN PLAN STANDARD 0_BOY �__-- ---_i Oi ScwE VARIES �5-D•� SITE 11 FISHERS ISLAND KNOCKOUT INLET AND It DEVELOPMENT CORP. ti o 5 OUTLET OPENINGS 1 VACANT LAND PLABBC ,6,RAW BALE n•i 4nINc P1Atl (irP) NOT TO SCALE }ury❑j RIBS INSIDE � SITE DEVELOPMENT PLAN DDl69gIlL9I PREPARED FOR: m IRON l.O dNEH51oNs SH OM ARE FOR TYPICAL RESIDENTIAL _ } o } N/F PIPE CorvsT TON,.ARCER PROUIECTS OR PROJECTS REWIRING • CHARLES WILMERDING in PUMPS MUS'BE SIZED ACCORDINGLY(7 GAU.ONS/1'a—, & LUCILE TAMONEY IS 90 Te'S0'E 50 GALLONS .PLUS MN V FREEBOARD). LEACHING POOL DETAIL ANNE WILMERDING VACANT LAND 192 2. CAPTURE MARRAL AND LIWIDS MUST BE REMOVED FROM NOT TO SCALE T7 IRON PIT ANO PRC`Ef_Y DISPOSED OF WHEN THE PIT REACHES 1301 CEDAR RIDGE PIPE 75%OF ITS CAPACITY. FISHERS ISLAND CAST ---- 3. INSPECT PIT MIXT TO EACH USE TO ENSURE CONTAINMENTSILT FENCE LOCATION MAP SCALE 1"=400' NEW YORK CONCRETE COVERS OF WASH WATER PLAN N TEST HOLE DATA_ WOVEN W R MAX,fi MCE MISH N.14 YAP RFFERFN S COVER LOCKING CASTING N / TO GRADE TO GRADE a BY: R.STROUSE',E.LS.DATE: 03-25-2021 SPACING) IF DROP'T' FINISHED GRADE 0"-B"TOPSOL to'MAX.OETv P.NL ERDING1. SURVEY A BLOCK 28ED FOOR�HARLES T.FISHERS ISLAND,DING NEW�ORK,ANNE CHIMNEY 9"-36"SAND'I SUBSOIL -R To CEN 36'MIN.LENGTH iI WIRE MESH 36'-1Y POORLYGRADED SAND SP TER FENCE ROSTs SCALE: 1'-50',DATE: 8/30/2005,BY CME ASSOCIATES min °• a' EXPECTED HIGH GROUND WATER DRIVEN MIN.,8" ENGINEERING,LAND SURVEYING 6 ARCHITECTURE,PLLC N 1 41 BELOW ELEVATDN 38 1 INTO GBOOND INLET .•VENT OUTLET 1pA4 _- r III NOTES uoulD LEVEL I b PJ I. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE coxTINUOus HDT 1r e.�oi m = I INDICATED HEREON.ANY EXTENSION OF THE USE BEYOND THE ASPHALT SEAL " HEIGHT PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR 17ea c.s EXCEEDS THE SCOPE OF THE ENGAGEMENT. OF FILTER 18"MIN. I ooF 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY O'4 PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED 3 CROS$ SECTION (•-3• `�/ 6'MIN. LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY. 20' / 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND PERSPECTIVE VIEW SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF THE LAND SURVEYOR. ]500 GALLON WOVEN PARE PENCE(MIN.a 4. COORDINATE DISTANCES ARE MEASURED FROM U.S.COAST AND 2 COMPAR PENT VI 1/2 GAUGE W/MAX.e'MESH GEODETIC SURVEY TRIANGULATION STATION"CHOCOMOUNT 2" SEPTIC TANK q SPACING)WTH FILTER CLOTH ? InloR.aau. NOT To scALE `I'�I� N/F S. SITE IS IN THE TOWN OF SOUTHOLD,SUFFOLK COUNTY TAX MAP 141 ^31 TIMOTHY & TARA MADDBJ 38'MIN.FENCE POST 1000,SECTION G03,BLOCK 5,LOT 3. 111 UNDISTURBED`Y _ -- 'PI°e A�.R..�yC BLOCK 26 — LOT 7 Roclas� \ fw SINGLE FAMILY RESIDENCE FLoW:, &GIOUND 8. TOTAL AREA-2.643 ACRES(115,0823 S.F.). Mwa --i '"'". CIs" cTw') / MUNICIPAL WATER _\ LIMITS OF / 7. SITE IS LOCATED IN ZONING DISTRICT R-120. d„'. PROVIDE 2 / ON SITE SEPTIC SYSTEM COMPACTED ED SOL =_ CLEARING _ LEACHING PODLS (SEE DETAIL) EMBED FlLTER CLOTH �B B. BASE FOR ELEVATIONS-NAVD88 / I A MIN.OF II IN GROUND 9. PERCENT OF LOT COVERAGE-PROPOSED-3.2% V \ E10rANSI0N AREA, q6 E ( iENC V,- p,CK - I SECTION VIEW N/F ____ \ \`r0 � A9 °A / _ee0rn SYSTEM DESIGN FOR 4 DNOtlI RESIDENCE 'PROVIDE REMOVE DED( CONSTRUCTION SPECIFICATIONS PROVIDE 4'C.I.PIPE FROM CRAWL SPACE TO CLEAN-OUT.LOCATE CLEAN-OUT 2' THOMAS TAMONEY DISmElUTorl ti� /__ ,\ FROM FOUNDATION WALL BOX(SEE DETAIL) �/ ' 1.WOVEN WRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WIN PROVIDE 1500 GALLON SEPTIC TANK-INLET INVERT-52.0 SINGLE FAMILY RESIDENCE 62 / OEC_ PROPOSED WRE TIES OR STAPLES,POSTS SHALL BE STEEL EITHER N OR'U'TYPE PROVIDE 1 DISTRIBUTION BOX-INLET ELEVATION-51.0 S” \� ) \ SCREENED OR HARDWOOD. PROVIDE 2 LEACHING POOLS-INLET ELEVATION-50.5 MUNICIPAL WATER J�f�• ` PORCH EXISTING SEPTIC SYSTEM TO BE PUMPED AND REMOVED.PROVIDE FORM WWM-080 ON SITE SEPTIC SYSTEM pROVIDE MAPLE E H\ 2.FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WRE FENCE NTH I SILT FENCE , — r./' 1 =_' \I \ ' TIES SPACED EVERY 24'AT TOP AND MID BECTON,FENCE SHALL BE VEN MAINTAIN DURINGRDURING / WO "RE.6"MAXIMUM MESH OPENING. Z \ CONSTRUCTION EXISTING 2 \ \ 3.WE TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY STORY-3 1 SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED.FILTER CLOTH \ PILE I RYBEDROOM J-4 / SHALL BE EITHER FILTER X,MIRAFI 100X,STABILNKA T14ON,OR APPROVED g PRO VgE 1506 -� R 1 RESIDENCE 11 / EQUIVALENT. SEPTIC TANK(SEE DETAIL) l °. ADDITION W/1 (70 REMAIN) `Tn REMOVE GRAVEL 4.PREFABRICATED UNITS SHALL BE GEOFAB,ENVIROFENCE,OR APPROVED FlNISHED 18 \ 3 I� `56 EOROOM= ��SPAC 59,0 �II 1 ') AND EQUIVALENT. GRADE l IFIF-59 0. X' TUX �j ,,,,((��0 E LOCATION OF EXISTING �3 0 I 5,MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL ED /7 6(000 QO SEPTIC SYSTEM- \Iii g REMOVED HIEN"BULGES"DEVELOP IN THE SILT FENCE. G� Q MIRAFI 140 N PUMP AND REMOVE FROM SITE- S `Ti9 r EXISTING �v hI). (a J FILTER FABRIC PROVIDE FORM ID WATER SERVICE \� 1 _I I U JG /liel I � CP PROVIDE DRY WELLS /-�'�'--- ((( [(' �/2 Q FOR ROOF DRAINAGE No suomlvell ReNslm o'e By Oze (IVP.)-3 DRY YA:LL$)) 1 I 48" EXTEND STONE TO SI:E DETAL) / / -.// I \MAPLE ¢�� ✓� EXTEND TD PROVIDE t4Y LONG X F NDE STONE ( N27' `f"O� Crop FINISHED GRADE FILLED TRENCH FOR DRIVEWAY -J 1 0 26. DRAINAGE(SEE DETAIL) (I 2 Y,UQ DrsIwB�Na / i 1 y.�T\Ee // $IMAG w STORAGE I 19,8004 S.F. ) a��" TO REMAIN 1" / / 0�'I/4 STAG! (DRY BUILDING) ✓ `F �INI�UW f• �' \V //'�� PROVIDE NEW 7 \ ��R R �.l DRIVE 1 II,, a F N AND PARKING \e` ♦IS r �/ 19.AN0�EO CHERRY F �C TRENCH DRAIN CROSS SECTION S PROVIDE / pROWOE CONSTRUOTTIOTO S SCALE NTS CONSTRUCTION \vI '� CCHCREIE REsoF� r'I ENTRANCE WA94OUT PIT T DRAINAGE CALCULATIONS CIe ATIONS (SEE DETAIL) / (SEE DETAIL) L-So.01 2"6-37 .•PPO ww IRON R-50.01 ROOF AREA-2,850 SF PROPOSED ADDITION m — PIPE 6"WATER MAREQUIRED.2,850 5F SF%T/12 IN w °1Ni0• AND SEPTIC SYSTEM S aT22�10'W ws0� ( w_y_W w S 431.171 -475 CF LEGEND UPGRADE W 5787.84 m I°v"i„Cm' Me e'wIL w.clr ---_-- — _ "T ORYM°'L Ift. .1 CATs DRY WELLS PROPERTY LINE -- .ya IaA aaA a7s OF/28 27 DF/VF-16.8 VF ABUTTERS LIRE g I I ��rAWnC o—IAN w23—F)Da oa— USE THREE(3)-6'0 X 6'-DEEP DRY WELLS. I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL CEDAR RIDGE = NEW DRIVEWAY AREA-3,370 BE EDGE OF GRAVEOF L ------------------- DeMgmd By OF—By Checked By REWIRED-3,370 SF X 1.0 X 2 2-562 OF EXISTING CONTOUR ---BO--- RHS ZBC CBIRHS AND CONSTRUCTION OF SUBSURFACE SEWAGE �I I� ao°ENO 0 o e e m /1 o e O e m 562 CF/4.5 EE/LF-125 LF PROPOSED CONTOUR lesue Date Project No Scale DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCE I •' PROVIDE 145 FEET OF STONE FILLED TRENCH TREE UNE X1.1 - AND WILL ABIDE BY THE CONDITIONS SET FORTH bIIA,' as AS RiwRwco m e e 04/OZ/2021 069038 1"=30 s e e NOW OR FORMERLY N F w THEREIN AND ON THE PERMIT TO CONSTRUCT. sF. - o•e / 9°2EN[o v+Awl er1N CLASSIFICATIONS r aiaxr w BOUNDARY POINTO Drawing No APPLICANT �---�- .( 30. 15 0 3O STORMWAIE'R ORYWEIL DETAIL f- e ; ReC-Riverhead wry stony Bondy loam-8-1576 elopes NOT,n s�.�L GRAPHIC SCALE IN FEET SHEET 1 OF 1 Drawing Copyright®2015 / STRAW BALE BINDER 2X2 5/8 16 GA. WIRE PLASTIC LINING --> / WIRE MESH \ NATIVE MATERIAL � ,. - (OPTIONAL} r -' � 33 Wilbur Cross Way,Mansfield / M 1 _ N SECTION B-B CT 06268 101 East River Drive,1st Floor - -�_�� D / � \ WOOD OR NOT TO SCALE East Hartford,CT 06108 0p,\ _ METAL STA<ES(2 PER BALE) /f 860 885 1055 www.chacompanies.com / _qY , PLANPOINT 10' MIN. STANDARD D-BOX 1 5'_0" J U L - 9 2021 NOT TO SCALESffE VARIESNIF ...:.:.::....... ED El ED ' ❑❑ aaa o i 10'-8" FISHERS ISLAND rl _ �: oa° aoo o❑ \ KNOCKOUT INLET AND \ DEVELOPMENT CORP. s,- -- �� Ln \ OUTLET OPENINGS \ PLASTIC STRAW BALE ❑❑ =�� 11p co VACANT LAND LINING PLAN (TYP) ❑0 = � � 0❑NOT TO SCALE O 0 =� � 00 tD RIBS INSIDE as o 0 o Ha CONCRETE WASHOUT PIT O❑ 0 0 0 ❑0 / SITE DEVELOPMENT PARED FOR PLAN NOTES: DO + - IRON 1. DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL Imo- CHARLES WILMERDING O cv PIPE 6'-6" N N F CONSTRUCTION, LARGER PROJECTS OR PROJECTS REQUIRING 191- N /F PUMPS MUST BE SIZED ACCORDINGLY (7 GALLONS/TRUCK, d' �` ANNE WILMERDING LUCILE TAMONEY S 80'16'50- E 50 GALLONS/PUMP, PLUS MIN. 1' FREEBOARD). LEACHING POOL DETAIL <a VACANT LAND 192-27- 2. CAPTURE MATERIAL AND LIQUIDS MUST BE REMOVED FROM NOT TO SCALE r` t 1301 CEDAR RIDGE 27 IRON PIT AND PROPERLY DISPOSED OF WHEN THE PIT REACHES R� �,I�,E 75% OF ITS CAPACITY, FISHERS ISLAND CAST --- 3. INSPECT PIT PRIOR TO EACH USE TO ENSURE CONTAINMENT SILT FENCE LOCATION MAP SCALE 1 "=400' NEW YORK CONCRETE COVERS OF WASH WATER. PLAN N TEST HOLE DATA - WOVEN WIRE FENCE (MIN, 14 COVER LOCKING CASTING A SPACING)GAUGE / MAX. 6" MESH MAP REFERENCES TO GRADE TO GRADE �n BY: R. STROUSE P.E.L.S. DATE: 03-25-2021 IF DROP 'T' 0"- 9" TOPSOIL 10' . SURVEY MAP PREPARED FOR CHARLES T. WILMERDING & ANNE IS USED FINISHED GRADE MAX.MCENT P. WILBERDING, BLOCK 26 - LOT 7, FISHERS ISLAND, NEW YORK, CHIMNEY 9"- 36" SANDY SUBSOIL ER TO CENT 36" MIN. LENGTH „ " ER SCALE: 1 =50 DATE: 8/30/2005, BY CME ASSOCIATES 36 - 17 POORLY GRADED SAND SP I FENCE POSTS N X 20" WIRE MESH I I ENGINEERING, LAND SURVEYING & ARCHITECTURE, PLLC min. m0, �4" BELOW ELEVATIONHIGH 36 WATER -� DRIVEN MIN. 16" AW - --__� INTO GROUND ITJ1A 4" VENT---'ne 4" VENT�� OUTLET ff A'� I I - �S- ID LE`/EL N+�O 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE N 4" OUTLET N A INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE iz7CONTINUOUS HOT 1 BAFFLE j� HALT SEAL -L LINED NTH 1 I � I HEIGHT PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYORLn � l '/$- PVC OF FILTER EXCEEDS THE SCOPE OF THE ENGAGEMENT. T , 8" 60• GAS � / % -' . .%./i,:,. = 16" MIN. 1 DEFLECTOR 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY ^, PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED 3 CROSS SECTION 3 TO ALTER AN ITEM IN ANY WAY. o/ 6" MIN. LAND SURVEYOR, �` �,=• 20' 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND r' PERSPECTIVE VIEW SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF THE LAND SURVEYOR. �5Q0 GALLON WOVEN WIRE FENCE (MIN. 14 I 4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND y 2 COMPARTMENT N 1/2 GAUGE W/ MAX. 6" MESH I GEODETIC SURVEY TRIANGULATION STATION "CHOCOMOUNT 2" SE'TIC TANK a SPACING) WITH FILTER CLOTH _Z `� w N/F 5. SITE IS IN THE TOWN OF SOUTHOLD, SUFFOLK COUNTY TAX MAP IT IS A VIOLATION OF LAW FOR ANY PERSDK UNLESS THEY ARE NOT TO SCALE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL 36" MIN_ FENCE POST o 1000 SECTION 003, BLOCK 5, LOT 3. ENGINEER,ARCHITECT,LANDSCAPE ARCHITECT OR LAND LAW �o o TIMOTHY TARA MADDEN N ' suRVEYDR To ALTER AN ITEM IN ANY WAY.IF AN ITEM BEARING THE -- -- IRON '�' ?p. _ UNDISTURBED STAMP OF LICENSED PROFESSIONAL I NDSCAPE ARCHITECT THE ALTERING --- ----- PIPC c FSS BLOCK 26 LOT 7 ROCKS T� SINGLE FAMILY RESIDENCE FLOW GROUND 6. TOTAL AREA = 2.64± ACRES (115,062± S.F.). SURWYOR SHALL STAMP THE DOCUMENT AND NCUJDE THE �q �(TYP,) I NOTATION"ALTERED BY'FOLLOWED BY THEIR SIGNATURE,THE MUNICIPAL WATER `' CATE Cr SUOI AL7E 7TXIN D 0. E-AFIC DES^..RIP?IO" `�/ 7. SITE IS LOCATED IN ZONING DISTRICT R-120. UMITS OF r:. PROVIDE 2 / ON SITE SEPTIC SYSTEM COMPACTED SOIL �;; . CLEARING E--' LEACHING POOLS J G -� ;� (SEE DETAIL) r EMBED FILTER CLOTH 0 8. BASE FOR ELEVATIONS-NAVD88 / A MIN. OF 6" IN GROUND 9. PERCENT OF LOT COVERAGE-PROPOSED- 3.2% EXPANSION AREA, �6 FENCE �� w_ 10. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED \ \sr � � ' AGK �_ � SECTION VIEW DEVELOPMENT. inoIV F ---- \• PROVIDES- 4/ 5D' N / p � o � (� REMOVE DECK / �s4 DISTRIBUTION ' CONSTRUCTION SPECIFICATIONS THOMAS TAMONEY BENCH ARA: MAG ti BOX (SEE DETAIL) 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH SINGLE FAMILY RESIDENCE N EL= 6.11 s r DECK s� PROPOSED S MC SYSTEM DESIGN FOR 4 BEDROOM RESIDENCE g2 / WIRE TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE , SCREENED OR HARDWOOD. PROVIDE 4" C.I. PIPE FROM CRAWL SPACE TO CLEAN-OUT. LOCATE CLEAN-OUT 2 MUNICIPAL WATER it i �� { PORCH FROM FOUNDATION WALL. CIL �' 12" I, ` PROVIDE 1500 GALLON SEPTIC TANK- INLET INVERT = 52.0 ON SITE SEPTIC SYSTEM PROVIDE MAPLE ' TH\�� I �� 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH PROVIDE 1 DISTRIBUTION BOX- IN - I 4 - , !k A ` TIES SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE LET ELEVATION 51.0 SILT FENCE 5 PROVIDE 2 LEACHING POOLS- INLET ELEVATION-50.5 ?1 � WOVEN WIRE, 6" MAXIMUM MESH OPENING. MAINTAIN DURING I EY,ISTING SEPTIC SYSTEM TO BE PUMPED AND REMOVED. PROVIDE FORM WWM-080 CONSTRUCTION 4 1 EXISTING 2 \ ] 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY STOCKPILE 1 y .' STORY-3 N ' SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH z \ AREA '�' a BEDROOM �'' SHALL BE EITHER FILTER X, MIRAFI 100X, STABILNKA T140N, OR APPROVED PROVIDE 1500 GA -� PO 1.::;;STC? RESIDENCE1 �S / EQUIVALENT. \ SEPTIC TANK SEE DETAIL I f c 'ii"ADDITION YW-�1 : (TO REMAIN) REMOVE GRAVEL ( ) I�At. .. 1 4_ PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED J I -DMO 2 � ) PARKING-LOAM EQUIVALENT. FINISHED ( S 56 QAC 1 �� FF-59.0 dC f c� S9.0 , ` ( AND SEED GRADE ) 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL LOCATION OF EXISTING �S f 2 yI �O U O SEPTIC SYSTEM- EXISTING REMOVED WHEN "BULGES DEVELOP IN THE SILT FENCE. �� MIRAFI 140 N PUMP AND REMOVE FROM SITE- � ' N <v �Y U`,` FILTER FABRIC PROVIDE FORM WWM-080 �J�T -� E ZOO . W- a i WATER SERVICE J m ► G --- \ -� r� { I, T 1 (-' V ` "� PROVIDE DRY WELLS ,��,,�= 10.5' 1 y No, Submittal/Revision ' O H FOR ROOF DRAINAGE : ( 1 `N 1 ` Appd. By Date - v (TYP.)-3 DRY WELLS) P SII ' �48" oQo .. } 3/4" STONE TO , (SEE DETAIL) 0 �o? \` MAPLE T PROVIDE 145 LONG X 2 W'DE STONE <� EXTEND 0 I f FINISHED GRADE FILLED TRENCH FOR DRIVEWAY I f�/ MAPLE �J _ DRAINAGE (S!E DETAIL) ca 0 25' J (' - So- o LIMITS OF / i lfSEE EXISTING 1 STORY o DISTURBANCE / STORAGE BUILDING 01 �� O 19,8001 S.F. l i� i� TO REMAIN 10 I f / 0 �i / (DRY BUILDING) r, J I a STAGING F ICU - 11 1 �' v AREA 0 PROVIDE NEW � O STONE DRIVE \\ / r" F w 24" AND PARKING \ � / LANDSCAPED PROVIDE f 2 z aeRIC o TYP. AREA' \ / ISLAND CHERRY �\ TRENCH DRAIN CROSS SECTION CONSTRUCTION ENTRANCE, 4 PROVIDE \\ PROPOSED ROOF LEADER PROVIDE NOT TO SCALE o NTS CONSTRUCTION CONCRETE UII ENTRANCE WASHOUT PIT - RESIDENCE DRAINAGE CALCULATIONS z (SEE DETAIL) / (SEE DETAIL) _J 9L=50.01' ROOF AREA = 2,850 SF PROPOSED ADDITION ,°, IRON 0 R=2116.3 a• PVC WYE � _-- PIPE EXISTING 6" WATER MAIN w �, OVERFLOW AND SEPTIC SYSTEM S 87'22 10 W 60� \ _ _-------W- --w w S 431.17 REQUIRED = 2,850 SF SF X 2/12 = 475 CF 00 258.53' t Wim `W� -w 4" PVC CUT o - w_ W__ W ---�W f/ , I N/ 5787.84 TO LENGTH MIN, 6" SOIL COVER LEGEND UPGRADE CY) OVER DRYWELL DRY WELLS BLOCKS AND CATCH PROPERTY LINE BASIN GRATE TO GRADE 475 CF /28.27 CF/VF = 16.8 VF - - ABUTTERS LINE Q FILTER FABRIC I USE THREE(3) - 6'0 X 6'- DEEP DRY WELLS. EDGE OF PAVEMENT I I (NEENAH R-2525-F OR EQUAL 1-11 Cn Li CEDAR RIDGE z N NEW DRIVEWAY AREA = 3,370 SF EDGE OF GRAVEL ------------------- Designed By: Drawn By: Checked By: Q I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL I c so• SEND-/ ° o o o REQUIRED = 3,370 SFX 1.0 X 2/12 = 562 CF EXISTING CONTOUR - -- 60 --- RHS ZBC CB/RHS v AND CONSTRUCTION OF SUBSURFACE SEWAGE - - v I - -- rn 4" WR 35 PVC ° © O ® m 562 CF / 4.5 CF/LF =125 LF PROPOSED CONTOUR 60 DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCE _ ` Issue Date: Project No: Scale: a AND WILL ABIDE BY THE CONDITIONS SET FORTH __ __- -- - .----- ---- g I i`� SLOPE AS REQUIRED ® ® ® @ m PROVIDE 145 FEET OF STONE FILLED TRENCH TREE LINE m o Oo 00 0 NOW OR FORMERLY N/F 04/02/2021 069038 1"=30' Of THEREIN AND ON THE PERMIT TO CONSTRUCT. -- - f m 1" STONE OR ° N/F ` I SCREENED GRAVEL ° © ° ° ° BOUNDARY POINT ® Drawing No,: FISHERS ISLAND DEVELOPMENT CORP. SOIL CLASSIFICATIONS ' 6 ' 30 15 0 30 APPLICANT VACANT LAND ` I STORMWATER DRYWELL DETAIL 8' ReC-Riverhead very stony sandy loam-8-15% slopes I I NOT TO SCALE GRAPHIC SCALE IN FEET SHEET 1 OF 1 ai i� Drawing Copyright @2015 / TEST HOLE DATA — \\ A-- BY: R. STROUSE P.E.L.S. DATE: 03-25-2021 — / 0"— 9" TOPSOIL / 9"— 36" SANDY SUBSOIL C-4 / 36"— 17' POORLY GRADED SAND SP 33 Wilbur Cross East RiWay,ver D Mansfield, CT 06268 EXPECTED HIGH GROUND WATER East Hartford,CT 06108 Q BELOW ELEVATION 36 o 860-885-10551 www.chacompani'es.com - ` R CLAY POINT r3ECEATID SITES= 0 5 2072 N/F al., FISHERS ISLAND DEVELOPMENT CORP. VACANT LAND FINAL LOCATION PLAN PREPARED FOR: IRON CHARLES WILMERDING N/F PIPE �i2o & LUCILE TAMONEY s ANNE WILMERDING 80''S0. E <o VACANT LAND 192.2 ' IRON oR, 1301CEDAR ISLAND RIDGE PIPE —— LOCATION MAP SCALE 1 "=400' NEW YORK MAP REFERENCES 1. SURVEY MAP PREPARED FOR CHARLES T. WILMERDING & ANNE P. WILBERDING, BLOCK 26 — LOT 7, FISHERS ISLAND, NEW YORK, SCALE: 1"=50', DATE: 8/30/2005, BY CME ASSOCIATES ENGINEERING, LAND SURVEYING & ARCHITECTURE, PLLC o NOTES l0 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE 00 INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE 2 PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE ENGAGEMENT. OF NE�V Y 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY P P M P4 0� PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. a Zo' 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND i w SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL 6 ARE THE PRODUCT OF THE LAND SURVEYOR. �� :' � �95g1 4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND - v' GEODETIC SURVEY TRIANGULATION STATION CHOCOMOUNT 2 J 4 N/F 5. SITE IS IN THE TOWN OF SOUTHOLD, SUFFOLK COUNTY TAX MAP IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS TNEY ARE tO 1000, SECTION 003, BLOCK 5, LOT 3. ACTING N��E�T.L ��STE�PROR�DAl TIMOTHY &' TARA MADDEN SURVEYOR To ALTER AN ITEM IN ANY WAY.IF AN ITEM BEARING THE THE ALTERING IRON BLOCK 26 — LOT 7 ROCKS s STAMP OF 'PE' CT OR LAND ---——--—— PIPE SINGLE FAMILY RESIDENCE 6. TOTAL AREA = 2.64± ACRES (115,062 S.F.). SURVEYOR%HALL STAMP THE DOCUMENT AND NUDE THE �—(TYP-) MUNICIPAL WATER NOTATION ALTERED BY-FOLLOWED BY THEIR SIGNATURE,THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION 7. SITE IS LOCATED IN ZONING DISTRICT R-120. OF THE ALTERATION. ON SITE SEPTIC SYSTEM 8. BASE FOR ELEVATIONS—NAVD88 $ 9. PERCENT OF LOT COVERAGE— 3.29 EXPANSION AREA FEr10E w 10. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED DEVELOPMENT. 0 N/F DISTRIBUTION BOX THOMAS TAMONEY BENCHMARK: MAG' ^1 � LEACHING Pools (2) � �-� SINGLE FAMILY RESIDENCE EL=56.11 4 MUNICIPAL WATER ON SITE SEPTIC SYSTEM ® TH J J =Z OECD 1500 GAL. SEPTIC TANK Z EgEOD°�°N E TIES FOR SEPTIC SYSTEM �o RE TO POINT FROM POINT "A" FROM POINT "B" 11 DESCRIPTION 0 0 SHOWER t 01 1 16' 16.5' SEPTIC TANK INLET COVER o` �w2 23.5' 22' SEPTIC TANK OUTLET COVER n " r" 3 33.5' 31.5' DISTRIBUTION BOX o DRY WELL FOR ► �o i ROOF DRAINS (3) _ t 1 �, 4 34.5' 37.5' LEACHING POOL COVER CD '�� I 5 37' 28.5' LEACHING POOL COVER 04 No. Submittal/Revision App'd By Date w � o rrT 0 145' LONG X 2' WIDE STONE / SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES � 25 FILLED TRENCH FOR i / / / � ZI DRIVEWAY DRAINAGE / t ► ��' Q i i APPROVAL OF CONSTRUCTED WORKS FOR A SINGLE FAMILY RESIDENCE iQ o Date E� Z 3 ZOZZ H.S.Ref.Pdo._.A P0 t i ; ; The st"!3ge disposal end water supply fadrEges at this location have bean � `� �� m Inspected andlcr certified by this Department or other agencies and found to o �� \ j Z be U2 stMactory FOR XIMU?J OF, BEDROOMS. i \ i .,. Fri i LLII —— W i zo L=50.01' � IRON I F- i R=2116.37SEPTIC j —— PIPE W I i EXISTING 6" WATER MAIN w SYSTEM _ -------w w S 431.17 FINAL LOCATION PLAN S 87*2210 — w 2 •5— _w w--i�w I w w l W 5787'84 PROPERTY LINE L EN D 0 w w w ------- ----- —— W ABUTTERS LINE 0 EDGE OF GRAVEL ------------------- of CEDAR RIDGE o Designed By: Drawn By: Checked By: LO TREE LINE RHS ZBC CB/RHS CEO); I NOW OR FORMERLY N/F Issue Date: Project No: Scale: _ —— cn ci BOUNDARY POINT O N —— —— ——______——— —— o I rn 10/07/2022 069038 1"= 30' ,,, I I m Drawing No.: N/F 0 FISHERS ISLAND DEVELOPMENT CORP. 30 15 0 30 VACANT LAND I I GRAPHIC SCALE IN FEET SHEET 1 OF 1 iD ti I ANDERSEN` WINDOWS & DOORS SOLD BY: SOLD TO: QUOTE DATE O" un au 5/11/2021 Abbreviated Quote_ Report - Customer Pricing QUOTERNAME . PROJECT NAME,_ QUOTE NUMBER 'CUSTOMER PO# TRADE ID _ Wilmerding Residence 05-21 Wilmerding Residence 04- 757818 Wilmerding 721284 2021 ORDER NOTES: DELIVERY NOTES: r Item (Qty Operation Location Unit Price Ext. Price 100 2 Fixed-Fixed 109-A $2,092.51 $4,185.02 RO Size= 104"x 20" Unit Size= 103 1/4"x 19 1/4" - --� ! Mull: Factory Mulled, Reinforced Join - Factory Assembled Ribbon Mull, 3/4"4 9/16" Fiberglass Reinforced Joining Material ATF4418-2, Unit,A Series Stormwatch Transom-DH, 4 9/16" Frame Depth, Standard Flange, Direct Set, Dark Bronze Exterior 5T Frame, Dark Bronze Exterior Sash/Panel, Pine w/White- Painted Interior Frame, Fixed, Dual Pane Low-E4 Impact Resistant Argon Fill Full Divided Light(FDL)2 Wide, 1 High, Specified Equal Light Pattern, Dark Bronze, Pine w/White, 3/4" Grille Bar Wrapping: 6 7/8" Interior Extension Jamb Pine/White- Painted Standard Perimeter Complete Unit Extension Jambs, Factory Applied Unit# U-Factor SHGC Comments: ---------------------------------------- Al 0.3 0.28 B1 0.3 0.28 Quote#: 757818 Print Date: 9/30/2021 7:47:33 PM UTC All Images Viewed from Exterior Page 1 of 22 Item Qty( Operation Location Unit Price Ext. Price 200 1 SIL-IRS 109 (N/A Impact glass) $19,249.44 $19,249.44 ! RO Size=208 1/2"x 87" Unit Size=2071/2"x 86 1/2" E =' AMGCCP 17'3 1/2"X7'2 1/2", Unit, Contemporary Clad Wood MultiGlide Patio Door, Jamb-Jamb, 7.875 Base Jamb Depth, Unassembled,Aluminum Thermally Controlled, Dark Bronze Anodized On-Floor Drainage Sill, 2 3/4" Stile Width, 2 3/4" Bottom Rail Height, Dark Bronze 2605 Exterior Frame, Dark Bronze 2605 Exterior Sash/Panel, Pine w/White-Painted Interior Frame, Pine w/White- Painted Interior Sash/Panel,4 Panel, Two Directions, Interior, S1 L-1 RS, Dual Pane Low-E4 Tempered Clear Argon Fill Contemporary Glass Stop Flush Non-Keyed Lock, Oil Rubbed Bronze, 38"from Bottom of Panel, Satin Nickel Edge Pull, Dark Bronze, 2605, Full Screen, Gliding,Aluminum, Exterior Insect Screen Location, 2 3/4" Insect Screen Stile Width, 2 3/4" Insect Screen Height of Bottom Rail, 2 Insect Screen Quantity Frame:, Dark Bronze Exterior/ Pine White- Painted Interior Version:08/16/2021 Frame Head 1: AMGCCP 207 1/2 x 86 1/2 Dark Bronze Frame Side Left 1:AMGCCP 207 1/2 x 86 1/2 Dark Bronze Frame Side Right 2: AMGCCP 207 1/2 x 86 1/2 Dark Bronze Trim Set 1: AMGCCP Flush Non-Keyed Lock Oil Rubbed Bronze PN:9165998 Trim Set 2: AMGCCP Flush Non-Keyed Lock Oil Rubbed Bronze PN:9165998 Insect Screen 1: Contemporary Clad Wood MultiGlide Patio Door, AMGCCP 52"X 83 11/32" Full Screen Gliding Dark Bronze 2605 Insect Screen 2: Contemporary Clad Wood MultiGlide Patio Door, AMGCCP 52"X 83 11/32" Full Screen Gliding Dark Bronze 2605 Slab 1 51 23/32"X 83 11/32"AMGCCP S1 L-1 RS Dark Bronze/ Pine/White-Painted Low-E4 Tempered Clear Argon Filled Slab 2 51 23/32"X 83 11/32"AMGCCP S1 L-1 RS Dark Bronze/ Pine/White-Painted Low-E4 Tempered Clear Argon Filled Slab 3 51 23/32"X 83 11/32"AMGCCP S1 L-1 RS Dark Bronze/ Pine/White- Painted Low-E4 Tempered Clear Argon Filled Slab 4 51 23/32"X 83 11/32"AMGCCP S1 L-1 RS Dark Bronze/ Pine/White-Painted Low-E4 Tempered Clear Argon Filled Unit# U-Factor SHGC Clear Opening/Unit# Width Height Area (Sq. Ft) Comments: ---------------------------------------- ----------------------------------------------------------------------------------- A1 --- --- Al 97.5110 82.3870 55.7892 Quote#: 757818 Print Date: 9/30/2021 7:47:33 PM UTC All Images Viewed from Exterior Page 2 of 22 Item Qty Operation Location Unit Price Ext. Price 300 2 Fixed 110-13, 112-B $835.24 $1,670.48 RO Size=36"x 20" Unit Size=351/4"x 19 1/4" ATF3018, Unit,A Series Stormwatch Transom-DH, 4 9/16" Frame Depth, Standard Flange, Direct Set, Dark Bronze Exterior Frame, Argon Fill Full Dark Bronze Exterior Sash/Panel, Pine w/White - Painted Interior Frame, Fixed, Dual Pane Low-E4 Impact Resistant Ar L_ ! P 9 - "-- -W Divided Light(FDL)2 Wide, 1 High, Specified Equal Light Pattern, Dark Bronze, Pine w/White, 3/4" Grille Bar i - ----- - --3525 - - t Wrapping: 6 7/8" Interior Extension Jamb Pine/White- Painted Standard Complete Unit Extension Jambs, Factory Applied Unit# U-Factor SHGC Comments: ---------------------------------------- Al 0.3 0.28 Item Qtv Operation Location Unit Price Ext. Price ( 400 2 AA 110-C, 112-C $1,920.17 $3,840.34 l RO Size=36"x 80" Unit Size=35 1/4"x 79 1/4" T ADH3068, Unit, 8 Degrees - Moderate,A Series Stormwatch Double-Hung, Equal Sash,4 9/16" Frame Depth, Standard Flange, \ I Dark Bronze Exterior Frame, Dark Bronze Exterior Sash/Panel, Pine w/White-Painted Interior Frame, Pine w/White- Painted ' Interior Sash/Panel, AA, Dual Pane Low-E4 Tempered Impact Resistant Argon Fill Full Divided Light(FDL) Division, 2 Wide, 1 a High, Specified Equal Light Pattern, Dark Bronze, Pine w/White, 3/4" Grille Bar, Traditional, 2 Sash Locks White, Dark Bronze, Full Screen, Aluminum — Y Wrapping: 6 7/8" Interior Extension Jamb Pine/White- Painted Standard Complete Unit Extension Jambs, Factory Applied Insect Screen 1:A Series Stormwatch Double-Hung, ADH3068 8 Degrees- Moderate Full Screen Aluminum Dark Bronze Unit# U-Factor SHGC Clear Opening/Unit# Width Height Area (Sq. Ft) Comments: ---------------------------------------- ----------------------------------------------------------------------------------- A1 0.31 0.27 Al 31.1875 35.0000 7.58000 Quote#: 757818 Print Date: 9/30/2021 7:47:33 PM UTC All Images Viewed from Exterior Page 3 of 22 Item Qty Operation Location Unit Price Ext. Price 500 1 Fixed 111-A $1,290.17 $1,290.17 n RO Size=38"x 38 1/4" Unit Size=37 1/4"x 37 1/2" o1 ATF 3' 1 1/4"X3' 1 1/2", Unit,A Series Stormwatch Transom-DH, 4 9/16" Frame Depth, Standard Flange, Direct Set, Dark Bronze Ei Exterior Frame, Dark Bronze Exterior Sash/Panel, Pine w/White- Painted Interior Frame, Fixed, Dual Pane Low-E4 Impact . 4 Resistant Argon Fill Full Divided Light(FDL)2 Wide, 1 High, Specified Equal Light Pattern, Dark Bronze, Pine w/White, 3/4" Grille __.___...._..._._....._.__......_____.__.___J1 : Bar Wrapping: 6 7/8" Interior Extension Jamb Pine 97.26 /White- Painted Standard Complete Unit Extension Jambs, Factory Applied -u-_-__-________- Unit# U-Factor SHGC Comments: -- ------------------------------------- Al 0.3 0.28 Item Qty Operation Location Unit Price Ext. Price 600 1 Fixed 111-B $857.57 $857.57 ---_--------- _ ---- - -- -- RO Size=38"x 20" Unit Size=371/4"x 19 1/4" ATF3218, Unit,A Series Stormwatch Transom-DH, 4 9/16" Frame Depth, Standard Flange, Direct Set, Dark Bronze Exterior Frame, 1 _ = Dark Bronze Exterior Sash/Panel, Pine w/White- Painted Interior Frame, Fixed, Dual Pane Low-E4 Impact Resistant Argon Fill Full Divided Light(FDL)2 Wide, 1 High, Specified Equal Light Pattern, Dark Bronze, Pine w/White, 3/4" Grille Bar 9725 "Wrapping: 6 7/8" Interior Extension Jamb Pine/White- Painted Standard Complete Unit Extension Jambs, Factory Applied Unit# U-Factor SHGC Comments: ---------------------------------------- Al 0.3 0.28 Quote#: 757818 Print Date: 9/30/2021 7:47:33 PM UTC All Images Viewed from Exterior Page 4 of 22 Item Qty Operation Location Unit Price Ext. Price 700 1 AA 111-C $1,950'55 $1,950'55 ! RO Size= 38''x 80~ Unit Size 371/4~x 791/4~ � ADH3268, Unit, 8 Degrees- Moderate, A Series Stormwatch Double-Hung, Equal Sash,4 9/16" Frame Depth, Standard Flange, ' Dark Bronze Exterior Frame, Dark Bronze Eu±ariorSaah/Pane|. Pinev /VVhiba- Painted Interior Frame, Pinaxw/Whiho- Painted Interior Sash/Panel, AN Dual Pane Low-E4 Tempered Impact Resistant Argon Fill Full Divided Light(FDL) Division, 2Wide, 1 High, Specified Equal Light Pattern, Dark Bnmnze, Pinevm«White. 3/4^ Gh||a Bor, TnadiUona|, 2 Sash Locks White, Dark Bronze, Full | | � Screen, Aluminum | ---"�--' Wrapping: 07/B" Interior Extension Jamb Pine/VVhita- Pa|nhed Standard Complete Unit Extension Jambs, Factory Applied Insect Screen 1:A Series Stormwatch Double-Hung, ADH3268 8 Degrees-Moderate Full Screen Aluminum Dark Bronze Unit# U-Factor 8HGC Clear Opening/Unit# Width Height Area /Sq. Ft) Comments: ---------------------------------------- ____________-__-______-_____-__------_______- /\1 0.31 0.27 Al 33.1875 35.0000 8.08000 Item Qtv Operation Location Unit Price Ext. Price 800 2 Fixed 113-A, 115-A $835.24 $1,670'48 T ' RO S|om36~x 20^ Unit Size=35 1/4"x19 1/4" � Standard F|onge, Direct Set, Dark Bronze Exterior Frame, Dark Bronze Exterior Sash/Panel, Pine w/White -Painted Interior Frame, Fixed, Dual Pane Low-E4 Impact Resistant Argon Fill Full � Divided Light(FDL)2VVida. 1 H|gh, Specified Equal Light Pattarn, Dark Bronzm, Pinevv8Wh|ta. 3/4" Grille Bar ~------"^�------~Wrapping: G7/8^ |nbahorExtenoionJambPine/VVhibe- PointedStondand Complete Unit Extension Jambs, Factory Applied | | / ' Unit U-Factor SHGC Comments: --------------------------------------- Al 0.3 0.28 Quote#: 767818 Print Date: S/3O/2O217:47:33pyWUTC All Images Viewed from Exterior Page 5 of 22 Item Qty Operation Location Unit Price Ext. Price 900 2 AA 113-B,115-B $1,920.17 $3,840.34 RO Size=36"x 80" Unit Size= 351/4"x 79 1/4" T ADH3068, Unit, 8 Degrees- Moderate,A Series Stormwatch Double-Hung, Equal Sash,4 9/16" Frame Depth, Standard Flange, e Dark Bronze Exterior Frame, Dark Bronze Exterior Sash/Panel, Pine w/White- Painted Interior Frame, Pine w/White- Painted Interior Sash/Panel,AA, Dual Pane Low-E4 Tempered Impact Resistant Argon Fill Full Divided Light (FDL) Division, 2 Wide, 1 High, Specified Equal Light Pattern, Dark Bronze, Pine w/White, 3/4" Grille Bar, Traditional, 2 Sash Locks White, Dark Bronze, Full Screen, Aluminum asjs— Wrapping: 6 7/8" Interior Extension Jamb Pine/White- Painted Standard Complete Unit Extension Jambs, Factory Applied Insect Screen 1: A Series Stormwatch Double-Hung, ADH3068 8 Degrees -Moderate Full Screen Aluminum Dark Bronze Unit# U-Factor SHGC Clear Opening/Unit# Width Height Area (Sq. Ft) Comments: ---------------------------------------- ----------------------------------------------------------------------------------- A1 0.31 0.27 Al 31.1875 35.0000 7.58000 Item Qtv Operation Location Unit Price Ext. Price 1000 1 Fixed 114-A $1,031.66 $1,031.66 RO Size= 38"x 20 3/4" Unit Size=37 1/4"x 20" R ATF 3' 1 1/4"X1'8", Unit, A Series Stormwatch Transom-DH, 4 9/16" Frame Depth, Standard Flange, Direct Set, Dark Bronze _........................................_. . _. Exterior Frame, Dark Bronze Exterior Sash/Panel, Pine w/White- Painted Interior Frame, Fixed, Dual Pane Low-E4 Impact Resistant Argon Fill Full Divided Light(FDL)2 Wide, 1 High, Specified Equal Light Pattern, Dark Bronze, Pine w/White, 3/4" Grille 37.25 -RO-38----i Bar Wrapping: 6 7/8" Interior Extension Jamb Pine/White- Painted Standard Complete Unit Extension Jambs, Factory Applied Unit# U-Factor SHGC Comments: ---------------------------------------- Al 0.3 0.28 Quote#: 757818 Print Date: 9/30/2021 7:47:33 PM UTC All Images Viewed from Exterior Page 6 of 22 Item Qty Operation Location Unit Price Ext. Price 1100 1 Left Door 105 $4,354.63 $4,354.63 ( ' RO Size=38 1/8"x 87" Unit Size=37 1/4"x 86 1/2" FWHID 3' 1 1/4"X7'2 1/2", Unit,A Series SW Patio Doors 1 Panel-FWH, 6 9/16" Frame Depth, Factory Assembled, Dark Bronze Exterior Frame, Dark Bronze Exterior Sash/Panel, Pine w/White- Painted Interior Frame, Pine w/White - Painted Interior �- Sash/Panel, Bronze Appearance, Left Dual Pane Low-E4 Tempered Impact Resistant Argon Fill Full Divided Light(FDL)2 Wide, 2 1 T High, Specified Equal Light Pattern, Dark Bronze, Pine w/White, 3/4" Grille Bar, Anvers, Oil Rubbed Bronze, Oil Rubbed Bronze, Oil ..._..._4,25....._.. Rubbed Bronze Panel Stop, Corrosion Resistant Locking Mechanism, DP/PG Upgrade Rg-�125 Wrapping: 7 1/8" Interior Extension Jamb Pine/White- Painted Standard Complete Unit Extension Jambs, Job Site Applied Trim Set 1: FWHID Left Anvers Oil Rubbed Bronze PN:2578917 Panel Stop 1: FWHID Oil Rubbed Bronze PN:2579939 Extension Jamb 1: FWHID 37.25 x 86.5 Interior Extension Jamb Standard Pine White-Painted 7 1/8" Complete Unit Extension Jambs Job Site Applied Unit# U-Factor SHGC Comments: ---------------------------------------- Al 0.33 0.21 Item Qtv Operation Location Unit Price Ext. Price a. 1200 1 AA 116-A $1,354.22 $1,354.22 n RO Size=34"x 60" Unit Size=33 1/4"x 591/4" 5 ADH21050, Unit, 8 Degrees- Moderate, A Series Stormwatch Double-Hung, Equal Sash, 4 9/16" Frame Depth, Standard Flange, Dark Bronze Exterior Frame, Dark Bronze Exterior Sash/Panel, Pine w/White- Painted Interior Frame, Pine w/White- Painted f Interior Sash/Panel, AN Dual Pane Low-E4 Impact Resistant Argon Fill Full Divided Light(FDL) Division, 2 Wide, 1 High, Specified so Equal Light Pattern, Dark Bronze, Pine w/White, 3/4" Grille Bar, Traditional, 2 Sash Locks White, Dark Bronze, Full Screen, - 33255 Aluminum ,.___._..r. ___......., ---RO-34—, Wrapping: 6 7/8" Interior Extension Jamb Pine/White- Painted Standard Complete Unit Extension Jambs, Factory Applied Insect Screen 1:A Series Stormwatch Double-Hung, ADH21050 8 Degrees-Moderate Full Screen Aluminum Dark Bronze Unit# U-Factor SHGC Clear Opening/Unit# Width Height Area (Sq. Ft) Comments: ---------------------------------------- ----------------------------------------------------------------------------------- A1 0.31 0.27 Al 29.1875 25.0000 5.06000 Quote#: 757818 Print Date: 9/30/2021 7:47:33 PM UTC All Images Viewed from Exterior Page 7 of 22 Item Qtv Operation Location Unit Price Ext. Price 1300 1 AA-AA 117-A&B $2^689.26 $2.689.26 i RO Size 64~x 52^ Unit Size 63 1/4"x 511/4" � Mull: Foctory yWuUmd. Reinforced Join - Factory Assembled Ribbon MuU, 3/4"4 9V18" Fiberglass Reinforced Joining yWotada| AOH2844'2. Unit, 8Degrees- Moderate, /\Series GtormvvatchOoub|a-Hung. Equal Sash, 4S/1G^ Frame Depth, Standard Flange, | ' Omdx Bronze Exterior Frame, Dark Bronze EotadorSaoh/Pmna|. PinevwWh|te- Painted Interior Frame, Pinow/VVhib»- Pointed | l "�_____"�___ Interior Saeh/Panm|. /�\. Dual Pane LoxvE4TernperedImpact Resistant Argon FiUFull Ok�dodLight(FOL) Division, 2VWde. 1 � -------M�------~ HiQh. Specified Equal Light Pattern, Dark Bronze, Pine w/VVhiho. 3/4" Grille Bar, Traditional, 2Sash Locks White, Dark Bronze, Full � Screen,Aluminum Wrapping: 6 7/8" Interior Extension Jamb Pine/White- Painted Standard Perimeter Complete Unit Extension Jambs, Factory Applied Insect Screen 1: A Series Stormwatch Double-Hung, ADH2844 8 Degrees-Moderate Full Screen Aluminum Dark Bronze Insect Screen 1: A Series Stormwatch Double-Hung, ADH2844 8 Degrees-Moderate Full Screen Aluminum Dark Bronze Unit# U-Factor SHGC Clear Opening/Unit# Width Height Area (Sq. FU Comments: ---------------------------------------- ________'_'_-_'----__________-____-___---_____- A1 0.31 8.27 Al 27.1875 31.0000 3.96000 B1 0.31 0.27 131 27.1875 21.0000 3.98000 Item Qtv Operation Location Unit Price Ext. Price 1400 2 AA 118, 119 $1,328'81 $2.657'62 | FKO Size= 32~x 60^ Unit Size=31 1/4^`x 59 1/4" �n 0 AOH2850. Unit, 8 Degrees- Moderate,/\Series Gtonnvvatch Ooub|e-HunQ, Equal Sash,4B/18" Frame Depth, Standard Flange, Oorh Bronze Exterior Frame, Dark Bronze ExderimrGaoh/Pane|. Pinevx8White- Painted Interior Frame, PinevwWhihe- Painted Interior Sash/Panel, AA, Dual Pane Low-E4 Impact Resistant Argon Fill Full Divided Light(FDL) Division, 2Wide, 1 High, Specified | | Equal Light Pattern, Dark Bronze, P|nexu8Nh|ta. 3/4" GhUa 8ar, TrediUona|, 2 Sash Locks White, Dark Bronze, Full Screen, � Aluminum | ---�15--- ---~"'�--' Wrapping: 07/8^ Interior Extension Jamb Pine/White' Painted Standard Complete Unit Extension Jambs, Factory Applied Insect Screen 1:A Series Stormwatch Double-Hung, ADH2850 8 Degrees- Moderate Full Screen Aluminum Dark Bronze Unit# U-Factor 8H<3C Clear Opening/Unit# Width Height Area /8q. Ft) Comments: -- ------------------------------------- ______'-'__-___-___--_--_______--_____________- A1 0.31 0.27 Al 27.1875 25.0000 4.72000 Item Qtv Operation Location Unit Price Ext. Price 1500 1 Fixed 120-A $533.68 $533.68 RO Size= 16 7/8"x 17" Unit Size= 16 3/8"x 16 3/8" FLX V4 3/8"X1'4 3/8", Unit, 400 Series Specialty Right Triangle, Dark Bronze Exterior Frame, Pine w/White - Painted Interior Frame, Fixed, Dual Pane Low-E4 Standard Argon Fill Wrapping: 6 7/8" Interior Extension Jamb Pine/White-Painted Standard Complete Unit Extension Jambs, Factory Applied - �- R0-18.875'----{ Unit# U-Factor SHGC Comments: ---------------------------------------- Al 0.27 0.33 Item Qty( Operation Location Unit Price Ext. Price 1600 1 Fixed 122-A $533.68 $533.68 RO Size= 16 7/8"x 17" Unit Size= 16 3/8"x 16 3/8" Ar"� jyi y ` FLX 1'4 3/8"X1'4 3/8", Unit, 400 Series Specialty Right Triangle, Dark Bronze Exterior Frame, Pine w/White- Painted Interior !'� _ Frame, Fixed, Dual Pane Low-E4 Standard Argon Fill Wrapping: 6 7/8" Interior Extension Jamb Pine/White- Painted Standard Complete Unit Extension Jambs, Factory Applied 18.375..................... __...__; RO-:5.875.-_.___..._______.t Unit# U-Factor SHGC Comments: ---------------------------------------- Al 0.27 0.33 Quote M 757818 Print Date: 9/30/2021 7:47:33 PM UTC All Images Viewed from Exterior Page 9 of 22 Item Qtv Operation Location Unit Price Ext. Price 1700 2 Fixed 120-13, 122-B $2,481.36 $4,962.72 RO Size= 17 1/8"x 91 1/2" Unit Size= 16 3/8"x 90 3/4" APW 1'4 3/8"X7'6 3/4", Unit,A Series Stormwatch Picture Window, 4 9/16" Frame Depth, Standard Flange, Dark Bronze Exterior Frame, Dark Bronze Exterior Sash/Panel, Pine w/White- Painted Interior Frame, Fixed, Dual Pane Low-E4 Tempered Impact Resistant Argon Fill Full Divided Light(FDL) 1 Wide, 4 High, Specified Equal Light Pattern, Dark Bronze, Pine w/White, 3/4" Grille li Bar Wrapping: 6 7/8" Interior Extension Jamb Pine/White- Painted Standard Complete Unit Extension Jambs, Factory Applied Unit# U-Factor SHGC Comments: ---------------------------------------- Al 0.29 0.27 ' Item (Qty Operation Location Unit Price Ext. Price ` 1800 1 Fixed 121 $1,463.49 $1,463.49 RO Size= 37"x 37 5/8" Unit Size=36 1/2"x 37" FLX 3' 1/2"X3' 1", Unit, 400 Series SW Specialty Peak Pentagon, Dark Bronze Exterior Frame, Pine w/White- Painted Interior ! „ Frame, Fixed, Dual Pane Low-E4 Impact Resistant Argon Fill Wrapping: 6 7/8” Interior Extension Jamb Pine/White - - Painted Standard Complete Unit Extension Jambs, Factory Applied i i -� -_- 3 5 . ...__......... 8. ........__.__. ... RO-31-------+ Unit# U-Factor SHGC Comments: ---------------------------------------- Al 0.26 0.33 Quote M 757818 Print Date: 9/30/2021 7:47:33 PM UTC All Images Viewed from Exterior Page 10 of 22 Item Qtv Operation Location Unit Price Ext. Price 1900 1 AA-Fixed -AA 123 $3,625.58 $3,625.58 RO Size=68 3/4"x 52" Unit Size= 68"x 51 1/4" a, s Mull: Factory Mulled, Reinforced Join - Factory Assembled Ribbon Mull, 3/4"4 9/16" Fiberglass Reinforced Joining Material ADH1844-APW 2'4"X4' 3 1/4"-ADH1844, Unit, 8 Degrees- Moderate, Unit 1, 3: A Series Stormwatch Double-Hung, Unit 2:A Series Stormwatch Picture Window-DH, Equal Sash, 4 9/16" Frame Depth, Standard Flange, Dark Bronze Exterior Frame, Dark Bronze Exterior Sash/Panel, Pine w/White- Painted Interior Frame, Pine w/White-Painted Interior Sash/Panel, Unit 1, 3: AN Unit ---RO,68.75 ------y 2: Fixed, Dual Pane Low-E4 Impact Resistant Argon Fill Traditional, 2 Sash Locks White, Dark Bronze, Full Screen, Aluminum Insect Screen 1:A Series Stormwatch Double-Hung, ADH 1844 8 Degrees-Moderate Full Screen Aluminum Dark Bronze Insect Screen 1:A Series Stormwatch Double-Hung, ADH 1844 8 Degrees-Moderate Full Screen Aluminum Dark Bronze Unit# U-Factor SHGC Clear Opening/Unit# Width Height Area (Sq. Ft) Comments: ---------------------------------------- ----------------------------------------------------------------------------------- A1 0.31 0.3 Al 15.1875 21.0000 2.21000 B1 0.29 0.31 C1 15.1875 21.0000 2.21000 C1 0.31 0.3 Item Qtv Operation Location Unit Price Ext. Price 2000 1 Left Door 102 $4,151.91 $4,151.91 !. RO Size= 38 1/8"x 83" Unit Size= 37 1/4"x 82 3/8" o i ; FWHID 3' 1 1/4"X6' 10 3/8", Unit,A Series SW Patio Doors 1 Panel-FWH, 6 9/16" Frame Depth, Factory Assembled, Dark Bronze Exterior Frame, Dark Bronze Exterior Sash/Panel, Pine w/White- Painted Interior Frame, Pine w/White-Painted Interior ! Sash/Panel, Bronze AL ll Appearance, Left, Dual Pane Low-E4 Tempered Impact Resistant Argon Fill Full Divided Light FDL 2 Wide, 2 ` T High, Specified Equal Light Pattern, Dark Bronze, Pine w/White, Grille Bar,Anvers, Oil Rubbed Bronze, Oil Rubbed Bronze, Oil =3715 Rubbed Bronze Panel Stop, Corrosion Resistant Locking Mechanism, DP/PG Upgrade —Ro-66.,u Wrapping: 7 1/8" Interior Extension Jamb Pine/White- Painted Standard Complete Unit Extension Jambs, Job Site Applied Trim Set 1: FWHID Left Anvers Oil Rubbed Bronze PN:2578917 Panel Stop 1: FWHID Oil Rubbed Bronze PN:2579939 Extension Jamb 1: FWHID 37.25 x 82.375 Interior Extension Jamb Standard Pine White-Painted 7 1/8" Complete Unit Extension Jambs Job Site Applied Unit# U-Factor SHGC Comments: ---------------------------------------- Al 0.33 0.21 Quote#: 757818 Print Date: 9/30/2021 7:47:33 PM UTC All Images Viewed from Exterior Page 11 of 22 Item Qtv Operation Location Unit Price Ext. Price 2100 1 Fixed Door 102 Transom $857.57 $857.57 ;....._._..,..-.,....,____......_.,.___.._, RO Size=38"x 20" Unit Size=371/4"x 19 1/4" ATF3218, Unit, A Series Stormwatch Transom-DH, 4 9/16" Frame Depth, Standard Flange, Direct Set, Dark Bronze Exterior Frame, -- - Dark Bronze Exterior Sash/Panel, Pine w/White- Painted Interior Frame, Fixed, Dual Pane Low-E4 Impact Resistant Argon Fill Full . Divided Light(FDL)2 Wide, 1 High, Specified Equal Light Pattern, Dark Bronze, Pine w/White, 3/4" Grille Bar r_________..-----,,.25-------------__a Wrapping: 6 7/8" Interior Extension Jamb Pine/White- Painted Standard Complete Unit Extension Jambs, Factory Applied Unit# U-Factor SHGC Comments: ---------------------------------------- Al 0.3 0.28 Item (Qty Operation Location Unit Price Ext. Price j ;--,� -- 2200 2 AA 102-A $1,826.44 $3,652.88 RO Size=34"x 76" Unit Size= 331/4"x 751/4" T ADH21064, Unit, 8 Degrees- Moderate, A Series Stormwatch Double-Hung, Equal Sash,4 9/16" Frame Depth, Standard Flange, Dark Bronze Exterior Frame, Dark Bronze Exterior Sash/Panel, Pine w/White-Painted Interior Frame, Pine w/White- Painted I Interior Sash/Panel, AA, Dual Pane Low-E4 Tempered Impact Resistant Argon Fill Full Divided Light(FDL) Division, 2 Wide, 1 High, Specified Equal Light Pattern, Dark Bronze, Pine w/White, 3/4" Grille Bar, Traditional, 2 Sash Locks White, Dark Bronze, Full ' - - Screen,Aluminum ---- s3%--.._.. — Wrapping: 6 7/8" Interior Extension Jamb Pine/White- Painted Standard Complete Unit Extension Jambs, Factory Applied Insect Screen 1:A Series Stormwatch,Double-Hung, ADH21064 8 Degrees-Moderate Full Screen Aluminum Dark Bronze Unit# U-Factor SHGC Clear Opening/Unit# Width Height Area (Sq. Ft) Comments: ---------------------------------------- ----------------------------------------------------------------------------------- A1 0.31 0.27 Al 29.1875 33.0000 6.69000 Quote M 757818 Print Date: 9/30/2021 7:47:33 PM UTC All Images Viewed from Exterior Page 12 of 22 Item Qty Operation Location Unit Price Ext. Price 2300 1 Fixed 102-A Transom $810.81 $810.81 RO Size=34"x 20" Unit Size=33 1/4"x 19 1/4" ATF21018, Unit, A Series Stormwatch Transom-DH,4 9/16" Frame Depth, Standard Flange, Direct Set, Dark Bronze Exterior Frame, Dark Bronze Exterior Sash/Panel, Pine w/White- Painted Interior Frame, Fixed, Dual Pane Low-E4 Impact Resistant Argon Fill Full Divided Light(FDL)2 Wide, 1 High, Specified Equal Light Pattern, Dark Bronze, Pine w/White, 3/4" Grille Bar 33.26— —i Wrapping: 6 7/8" Interior Extension Jamb Pine/White - Painted Standard Complete Unit Extension Jambs, Factory Applied Unit# U-Factor SHGC Comments: ---------------------------------------- Al 0.3 0.28 Item Qty Operation Location Unit Price Ext. Price ,r 2400 2 AA 103, 104 (Stormwatch) $1,892.38 $3,784.76 RO Size=34"x 74" Unit Size= 33 1/4"x 73 1/4" r' ADH 2' 9 1/4"X6' 1 1/4", Unit, 8 Degrees- Moderate, A Series Stormwatch Double-Hung, Equal Sash, 4 9/16" Frame Depth, Standard Flange, Dark Bronze Exterior Frame, Dark Bronze Exterior Sash/Panel, Pine w/White- Painted Interior Frame, Pine r e.i w/White- Painted Interior Sash/Panel,AA, Dual Pane Low-E4 Tempered Impact Resistant Argon Fill Full Divided Light(FDL) 310_...___ Division, 2 Wide, 1 High, Specified Equal Light Pattern, Dark Bronze, Pine w/White, 3/4"Grille Bar, Traditional, 2 Sash Locks White, k�. -- Dark Bronze, Full Screen,Aluminum Insect Screen 1: A Series Stormwatch Double-Hung, ADH 33.25 x 73.25 8 Degrees- Moderate Full Screen Aluminum Dark Bronze Unit# U-Factor SHGC Clear Opening/Unit# Width Height Area (Sq. Ft) Comments: ---------------------------------------- ----------------------------------------------------------------------------------- A1 0.31 0.27 Al 29.1940 31.9790 6.48330 Quote#: 757818 Print Date: 9/30/2021 7:47:33 PM UTC All Images Viewed from Exterior Page 13 of 22 Item Qtv Operation Location Unit Price Ext. Price 2500 i Passive Left-Active Right Door 103 (Standard Glazing) �035.80 $5,035'80 | / RO Size 68 1/2~x 80~ Unit Size 67 3/4~x 79 1/2~ r� m FVVH|D5' 73/4^XG'71C2^. Unit, /\Series Patio Doors 2Pene|'FVVH. 4fK1G" Frame Depth, Factory Assembled, Dark Bronze Exterior Fnome, Dark Bronze ExteriorSaeh/Pane|. Pinevv80hitm- Painted Interior Fnonnm. Pinaw/VVhibe- Pointed Interior Sash/Panel, Bronze Appearance, Passive Left-Active Right, Dual Pane Low-E4 Tempered Argon Fill Full Divided Light(FDL)2 2 High, Specified Equal Light Pattern, Dark Bronze, Pine w/White, 3/4" Grille Bar,Anvers, Oil Rubbed Bronze, Oil Rubbed | ----'--""^------ -----��°----- Bronze, Corrosion Resistant Locking Mechanism Trim Set 1: FWHID Passive Left-Active Right Anvers Oil Rubbed Bronze PN:2578918 Unit# U-Factor 8HGC Comments: ---------------------------------------- Al 0.31 0.21 Item Qty Operation Location Unit Price Ext. Price 2600 1 AA-AA 105 (Sbormnm/mtcM) $3.940.86 $3,940.86 | � RO Size 68,"x 74" Unit Size 67 1/4^^x 73 1/4^' W1u||: Factory Mulled, RainforoedJoin- FooboryAmsemb|ed Ribbon yWuU. 3/4"4S/1G" Fiberglass Reinforced Joining K4atehn| ADH 2'9 1/4"X6' 1 1/4"-ADH 2'8 1/4"X6' 1 1/4", Unit, 8 Oe8naeo' Moderate,/\Series Stomuvvatnh Double-Hung, Equal Saoh.4 9/16'' Frame Dmpth, Sbmndonj F|anga, Dark Bronze Exterior Frame, Dark Bronze Ex±ehorSoah/Pane[ Pine vv8White- Painted | | Interior Frame, Pine w/White- Painted Interior Sash/Panel, AA, Dual Pane Low-E4 Tempered Impact Resistant Argon Fill Full | --�� --- "= Divided Division, 2VVide. 1High, Specified Equal Light PaMamn. Dark Bronze, Pine vw�Vhite. 3/4" GriUeBar, TnadiUonm|. * | ------"' ----- ` ' -----=�----- 2Sash Locks White, Dark Bronze, Full Screen,Aluminum Insect Screen 1:A Series Stormwatch Double-Hung, ADH 33.25 x 73.25 8 Degrees- Moderate Full Screen Aluminum Dark Bronze Insect Screen 1: A Series Stormwatch Double-Hung, ADH 33.25 x 73.25 8 Degrees- Moderate Full Screen Aluminum Dark Bronze Unit# U-Factor SHGC Clear Opening/Unit# Width Height Area /Sq. FU Comments: -- ------------------------------------- ___-__'______-__-__________________----__—__' A1 0.31 0.27Al 39.1940 31.9790 6.48330 131 0.31 0.27 131 39.1940 31.9790 6.48330 Quote#: 757818 Print Date: 9/3U/2O217:47:33PW4UTC All Images Viewed from Exterior Page 14mf 22 Item Qty Operation Location Unit Price Ext. Price 2700 1 Fixed-Fixed 106-A(Standard Glazing) $1,123.01 $1,123.01 T i - =-.:-,- - - < RO Size=68 1/2"x 20" Unit Size= 67 3/4"x 19 1/4" k ' ' Mull: Factory Mulled, Reinforced Join - Factory Assembled Ribbon Mull, 3/4"4 9/16" Fiberglass Reinforced Joining Material 1 E — 315 335 ATF 2'9 1/2"X1'7 1/4"-ATF 2' 9 1/2"X1' 7 1/4", Unit, A Series Transom, 4 9/16" Frame Depth, Standard Flange, Direct Set, Dark -.--�.-- - Bronze Exterior Frame, Dark Bronze Exterior Sash/Panel, Pine w/White-Painted Interior Frame, Fixed, Dual Pane Low-E4 ft0-d&8 Standard Argon Fill Full Divided Light(FDL)2 Wide, 1 High, Specified Equal Light Pattern, Dark Bronze, Pine w/White, 3/4" Grille Bar Unit# U-Factor SHGC Comments: ---------------------------------------- Al 0.28 0.29 B1 0.28 0.29 Item (Qty Operation Location Unit Price Ext. Price 2800 1 Fixed 107-A(Stormwatch) $830.62 $830.62 RO Size=23 3/4"x 12 1/4" Unit Size=23 1/4"x 11.5/8" FLX 1' 11 1/4"X 11 5/8", Unit, 400 Series SW Specialty Isosceles Triangle, Dark Bronze Exterior Frame, Pine w/White- Painted 23.25— Interior Frame, Fixed, Dual Pane Low-E4 Impact Resistant Argon Fill RO.23.75--{ Unit# U-Factor SHGC Comments: ---------------------------------------- Al 0.26 0.33 Quote#: 757818 Print Date: 9/30/2021 7:47:33 PM UTC All Images Viewed from Exterior Page 15 of 22 Item Qtv Operation Location Unit Price Ext. Price ?' -.-.........__.. P 2900 1 Left 107-B (Stormwatch) $1,401.40 $1,401.40 Ii I! pry ;. RO Size=24"x 46" Unit Size=23 1/4"x 45 1/4" I ACW 1' 11 1/4"X3'9 1/4", Unit, A Series Stormwatch Casement, 4 9/16" Frame Depth, Standard Flange, Dark Bronze Exterior Frame, Dark Bronze Exterior Sash/Panel, Pine w/White- Painted Interior Frame, Pine w/White- Painted Interior Sash/Panel, Left, •?l—` Dual Pane Low-E4 Impact Resistant Argon Fill Full Divided Light(FDL)2 Wide, 1 High, Specified Equal Light Pattern, Dark Bronze, i --- 23..2625 Pine w/White, 3/4"Grille Bar, Traditional Folding, White, Corrosion Resistant Hardware,White, Full Screen,Aluminum ,........__.. ......_.� Hardware: ACW Traditional Folding White PN:0400202 Insect Screen 1: A Series Stormwatch Casement,ACW 23.25 x 45.25 Full Screen Aluminum White Unit# U-Factor SHGC Clear Opening/Unit# Width Height Area (Sq. Ft) Comments: ---------------------------------------- ----------------------------------------------------------------------------------- A1 0.3 0.24 Al 13.8320 39.5970 3.80350 Item Qtv Operation Location Unit Price Ext. Price 3000 1 Fixed - Fixed -Fixed 108-A(Stormwatch) $2,711.03 $2,711.03 RO Size=93 3/4"x 20" Unit Size=93"x 19 1/4" Mull: Factory Mulled, Reinforced Join - Factory Assembled Ribbon Mull, 3/4"4 9/16" Fiberglass Reinforced Joining Material --S— --3°5-- 5- ATF 2'6 1/2"X1'7 1/4"-ATF 2'6 1/2"X1' 7 1/4"-ATF 2'6 1/2"X1'7 1/4", Unit, A Series Stormwatch Transom-DH, 4 9/16" Frame Rv-L3 Ta Depth, Standard Flange, Direct Set, Dark Bronze Exterior Frame, Dark Bronze Exterior Sash/Panel, Pine w/White- Painted Interior Frame, Fixed, Dual Pane Low-E4 Impact Resistant Argon Fill Full Divided Light (FDL)2 Wide, 1 High, Specified Equal Light Pattern, Dark Bronze, Pine w/White, 3/4" Grille Bar Unit# U-Factor SHGC Comments: ---------------------------------------- Al 0.3 0.28 B1 0.3 0.28 C1 0.3 0.28 Quote#: 757818 Print Date: 9/30/2021 7:47:33 PM UTC All Images Viewed from Exterior Page 16 of 22 Item Qty Operation Location Unit Price Ext. Price !' 3100 1 AA-AA-AA 108-B (Stormwatch) $6,575.31 $6,575.31 I RO Size=93 3/4"x 88" Unit Size=93"x 87 1/4" r, TI T i1 E T. Mull: Factory Mulled, Reinforced Join- Factory Assembled Ribbon Mull, 3/4"4 9/16" Fiberglass Reinforced Joining Material ADH 2'6 1/2"X7' 3 1/4"-ADH 2'6 1/2"X7' 3 1/4"-ADH 2'6 1/2"X7'3 1/4", Unit, 8 Degrees-Moderate, A Series Stormwatch G Double-Hung, Equal Sash, 4 9/16" Frame Depth, Standard Flange, Dark Bronze Exterior Frame, Dark Bronze Exterior Sash/Panel, T :, T s T "' Pine w/White- Painted Interior Frame, Pine w/White - Painted Interior Sash/Panel, AA, Dual Pane Low-E4 Tempered Impact Resistant Argon Fill Full Divided Light(FDL) Division, 2 Wide, 1 High, Specified Equal Light Pattern, Dark Bronze, Pine w/White, 3/4" Grille Bar, Traditional, 2 Sash Locks White, Dark Bronze, Full Screen, Aluminum Insect Screen 1:A Series Stormwatch Double-Hung, ADH 30.5 x 87.25 8 Degrees- Moderate Full Screen Aluminum Dark Bronze Insect Screen 1: A Series Stormwatch Double-Hung, ADH 30.5 x 87.25 8 Degrees-Moderate Full Screen Aluminum Dark Bronze Insect Screen 1: A Series Stormwatch Double-Hung, ADH 30.5 x 87.25 8 Degrees-Moderate Full Screen Aluminum Dark Bronze Unit# U-Factor SHGC Clear Opening/Unit# Width Height Area (Sq. Ft) Comments: ---------------------------------------- ----------------------------------------------------------------------------------- A1 0.31 0.27 Al 26.4440 38.9790 7.15810 131 0.31 0.27 B1 26.4440 38.9790 7.15810 C1 0.31 0.27 C1 26.4440 38.9790 7.15810 Item Qtv Operation Location Unit Price Ext. Price 3200 1 AA-AA 201-B (Stormwatch) $4,090.66 $4,090.66 E i RO Size=69"x 75" Unit Size=681/4"x 741/4" Mull: Factory Mulled, Reinforced Join - Factory Assembled Ribbon Mull, 3/4"4 9/16" Fiberglass Reinforced Joining Material x ADH 2'9 3/4"X6' 2 1/4"-ADH 2' 9 3/4"X6' 2 1/4", Unit, 8 Degrees- Moderate, A Series Stormwatch Double-Hung, Equal Sash,4 9/16" Frame Depth, Standard Flange, Dark Bronze Exterior Frame, Dark Bronze Exterior Sash/Panel, Pine w/White- Painted T 57 TaS.T Interior Frame, Pine w/White- Painted Interior Sash/Panel, AA, Dual Pane Low-E4 Tempered Impact Resistant Argon Fill Full `....3373 3375._........... Divided Light(FDL) Division, 2 Wide, 1 High, Specified Equal Light Pattern, Dark Bronze, Pine w/White, 3/4" Grille Bar, Traditional, E85 Wn-fy 2 Sash Locks White, White Factory Applied Window Opening Control Device, Dark Bronze, Full Screen, Aluminum Insect Screen 1:A Series Stormwatch Double-Hung, ADH 33.75 x 74.25 8 Degrees- Moderate Full Screen Aluminum Dark Bronze Insect Screen 1:A Series Stormwatch Double-Hung, ADH 33.75 x 74.25 8 Degrees- Moderate Full Screen Aluminum Dark Bronze Unit# U-Factor SHGC Clear Opening/Unit# Width Height Area (Sq. Ft) Comments: ---------------------------------------- ----------------------------------------------------------------------------------- A1 0.31 0.27 Al 29.6940 32.4790 6.69740 131 0.31 0.27 131 29.6940 32.4790 6.69740 Quote#: 757818 Print Date: 9/30/2021 7:47:33 PM UTC All Images Viewed from Exterior Page 17 of 22 Item Qty Operation Location Unit Price Ext. Price 3300 1 Fixed 201-A(Standard Glazing) $962.22 $962.22 I RO Size=69"x 34 7/8" Unit Size=68 1/2"x 341/4" f Y v E FLX 5' 8 1/2"X2' 10 1/4", Unit, 400 Series Specialty Isosceles Triangle, Dark Bronze Exterior Frame, Pine w/White- Painted Interior 1 ` ` - .................... = Frame, Fixed, Dual Pane Low-E4 Standard Argon Fill es s Unit# U-Factor SHGC Comments: ---------------------------------------- Al 0.27 0.33 Item (Qty Operation Location Unit Price Ext. Price t 3400 1 Left 202-B (Standard Glazing) $903.49 $903.49 i RO Size=34 1/4 x 40 1/4 Unit Size= 33 1/2 x 39 1/2 j ACW 2' 9 1/2"X3' 3 1/2", Unit, A Series Casement, 4 9/16" Frame Depth, Standard Flange, Dark Bronze Exterior Frame, Dark i. Bronze Exterior Sash/Panel, Pine w/White-Painted Interior Frame, Pine w/White- Painted Interior Sash/Panel, Left, Dual Pane Low-E4 Standard Argon Fill Full Divided Light(FDL)2 Wide, 1 High, Specified Equal Light Pattern, Dark Bronze, Pine w/White, 3/4" E .I =J Grille Bar, Traditional Folding,White, Corrosion Resistant Hardware, White, Full Screen,Aluminum ..........................33.5........... 9r,_U 2F---w Hardware: ACW Traditional Folding White PN:0400202 Insect Screen 1:A Series Casement,ACW 33.5 x 39.5 Full Screen Aluminum White Unit# U-Factor SHGC Clear Opening/Unit# Width Height Area (Sq. Ft) Comments: ---------------------------------------- ----------------------------------------------------------------------------------- A1 0.28 0.24 Al 22.5560 33.8470 5.30180 Quote#: 757818 Print Date: 9/30/2021 7:47:33 PM UTC All Images Viewed from Exterior Page 18 of 22 Item Qtv Operation Location Unit Price Ext. Price 3500 1 Fixed 202-A(Standard Glazing) $438.62 $438.62 T- RO Size=341/4"x 17 1/2" Unit Size=33 3/4" x 16 7/8" .:_......:.._...._....._.: FLX 2'9 3/4"X1'4 7/8", Unit, 400 Series Specialty Isosceles Triangle, Dark Bronze Exterior Frame, Pine w/White- Painted Interior -3375 Frame, Fixed, Dual Pane Low-E4 Standard Argon Fill Unit# U-Factor SHGC Comments: ---------------------------------------- A1 0.27 0.33 Item Qty Operation Location Unit Price Ext. Price ;.w==:_=::_ lx_ -"-_- 3600 5 Vent 203-205, 209,211 (Standard Glazing) $1,153.95 $5,769.75 ` \ RO Size=48 1/4"x 41 1/4" Unit Size=47 1/2"x 40 1/2" AAN 3' 11 1/2"X3'4 1/2", Unit,A Series Awning-AW, 4 9/16" Frame Depth, Standard Flange, Dark Bronze Exterior Frame, Dark Bronze Exterior Sash/Panel, Pine w/White - Painted Interior Frame, Pine w/White- Painted Interior Sash/Panel,Vent, Dual Pane 'i Low-E4 Tempered Argon Fill Traditional Folding, White, Corrosion Resistant Hardware, White, Full Screen, Aluminum 47.5------- ;._.._.__..._._.._. RO.46.25 Hardware: AAN Traditional Folding White PN:0400205 Insect Screen 1: A Series Awning-AW, AAN 47.5 x 40.5 Full Screen Aluminum White Unit# U-Factor SHGC Comments: ---------------------------------------- A1 0.27 0.26 Quote M 757818 Print Date: 9/30/2021 7:47:33 PM UTC All Images Viewed from Exterior Page 19 of 22 Item Qty Operation Location Unit Price Ext. Price 3700 5 N A Awning Limiter $26.81 $134.05 RO Size= Unit Size= VENT LIMITER PN: 9184908 Catalog Version: 08/16/2021 LOOKUP BY PART NUMBER Comments: Item (,qty Operation Location Unit Price Ext. Price --' 3800 1 AA-AA 206 (Stormwatch) $3,430.63 $3,430.63 T , RO Size=56"x 65" Unit Size=55 1/4"x 64 1/4" z - Mull: Factory Mulled, Reinforced Join- Factory Assembled Ribbon Mull, 3/4"4 9/16" Fiberglass Reinforced Joining Material ' H 2'3 1/4"X5'4 1/4"-ADH 2'3 1/4"X5'4 1/4", Unit, 8 Degrees- Moderate, A Series Stormwatch Double-Hung, Equal Sash, 4 AD ' 9/16" Frame Depth, Standard Flange, Dark Bronze Exterior Frame, Dark Bronze Exterior Sash/Panel, Pine w/White- Painted = T Interior Frame, Pine w/White- Painted Interior Sash/Panel, AA, Dual Pane Low-E4 Tempered Impact Resistant Argon Fill Full 27,25_______.925-...--_ Divided Light(FDL) Division, 2 Wide, 1 High, Specified Equal Light Pattern, Dark Bronze, Pine w/White, 3/4"Grille Bar, Traditional, 555 - " ----- — 2 Sash Locks White, Dark Bronze, Full Screen,Aluminum Insect Screen 1:A Series Stormwatch Double-Hung, ADH 27.25 x 64.25 8 Degrees- Moderate Full Screen Aluminum Dark Bronze Insect Screen 1: A Series Stormwatch Double-Hung, ADH 27.25 x 64.25 8 Degrees- Moderate Full Screen Aluminum Dark Bronze Unit# U-Factor SHGC Clear Opening/Unit# Width Height Area (Sq. Ft) Comments: ---------------------------------------- ----------------------------------------------------------------------------------- A1 0.31 0.27 Al 23.1940 27.4790 4.42600 131 0.31 0.27 B1 23.1940 27.4790 4.42600 Quote#: 757818 Print Date: 9/30/2021 7:47:34 PM UTC All Images Viewed from Exterior Page 20 of 22 Item Qtv Operation Location Unit Price Ext. Price 3900 1 Fixed 207 (Standard Glazing) $1,462.72 $1,462.72 m RO Size=26 1/2 x 68 Unit Size-25 3/4 x 671/4 as m ATTZ 2' 1 3/4"X5'7 1/4", Unit,A Series Specialty Trapezoid, 4 9/16" Frame Depth, Standard Flange, Sash Set, Dark Bronze Exterior Frame, Dark Bronze Exterior Sash/Panel, Pine w/White- Painted Interior Frame, Pine w/White- Painted Interior �. Sash/Panel, Fixed, Dual Pane Low-E4 Tempered Argon Fill .-•25.75--. Unit# U-Factor SHGC Comments: ---------------------------------------- A1 0.3 0.32 Item (Qty Operation Location Unit Price Ext. Price 4000 1 Fixed 208 (Standard Glazing) $1,462.72 $1,462.72 `\ RO Size=261/2"x 68" Unit Size=25 3/4"x 671/4" ATTZ 2' 1 3/4"X5' 7 1/4", Unit,A Series Specialty Trapezoid, 4 9/16" Frame Depth, Standard Flange, Sash Set, Dark Bronze q Exterior Frame, Dark Bronze Exterior Sash/Panel, Pine w/White- Painted Interior Frame, Pine w/White- Painted Interior 'T W Sash/Panel, Fixed, Dual Pane Low-E4 Tempered Argon Fill Unit# U-Factor SHGC Comments: ---------------------------------------- Al 0.3 0.32 Quote#: 757818 Print Date: 9/30/2021 7:47:34 PM UTC All Images Viewed from Exterior Page 21 of 22 Item Qty Operation Location Unit Price Ext. Price 4100 1 Right Door 201 (Standard Glazing) $2,939.58 $2,939.58 RO Size=31"x 80" Unit Size=30 1/8"x 791/2" FWHID2768, Unit,A Series SW Patio Doors 1 Panel-FWH, 4 9/16" Frame Depth, Factory Assembled, Dark Bronze Exterior Frame, I Dark Bronze Exterior Sash/Panel, Pine w/White-Painted Interior Frame, Pine w/White-Painted Interior Sash/Panel, Bronze Appearance, Right, Dual Pane Low-E4 Tempered Impact Resistant Argon Fill Anvers, Oil Rubbed Bronze, Oil Rubbed Bronze, Oil Rubbed Bronze Panel Stop, Corrosion Resistant Locking Mechanism, DP/PG Upgrade Wrapping: 7 1/8" Interior Extension Jamb Pine/White- Painted Standard Complete Unit Extension Jambs, Job Site Applied Trim Set 1: FWHID Right Anvers Oil Rubbed Bronze PN:2578917 Panel Stop 1: FWHID Oil Rubbed Bronze PN:2579939 Extension Jamb 1: FWHID2768 Interior Extension Jamb Standard Pine White- Painted 7 1/8" Complete Unit Extension Jambs Job Site Applied Unit# U-Factor. SHGC Comments: ---------------------------------------- Al 0.32 0.24 SUB-TOTAL: $118,231.33 FREIGHT: $0.00 LABOR: $0.00 TAX: $10,197.45 TOTAL, 1 $128,428.78 CUSTOMER SIGNATURE DATE *All graphics as viewed from the exterior. *" Rough opening dimensions are minimums and may need to be increased to allow for use of building wraps or flashings or sill panning or brackets or fasteners or other items. Thank you for choosing Andersen Windows & Doors Quote M 757818 Print Date: 9/30/2021 7:47:34 PM UTC All Images Viewed from Exterior Page 22 of 22 AJANDERSEW WINDOWS & DOORS on an no SOLD BY: SOLD TO: QUOTE DATE 9/9/2021 Abbreviated Quote Report - Customer Pricing i QUOTE NAME PROJECT NAME QUOTE NUMBER . CUSTOMER PO# TRADE ID Wilmerding 102 a Transom Wilmerding 102-A Transom 1272339 Wilmerding 721284 . ORDER.NOTES:' '. � DELIVERY NOTES: - Item (Qty Operation Location Unit Price Ext. Price 100 1 Fixed 102-A Transom $915.06 $915.06 — 34"x 20" Unit Size— RO Size— —33 1/4"x 19 1/4" W { ATF21018,Unit, A Series Stormwatch Transom-DH, 4 9/16" Frame Depth, Standard Flange, Direct Set, Dark Bronze Exterior A;..:.::::.,._....,...,.; Frame, Dark Bronze Exterior Sash/Panel, Pine w/White- Painted Interior Frame, Fixed, Dual Pane Low-E4 Impact Resistant Argon _ Fill Full Divided Light(FDL)2 Wide, 1 High, Specified Equal Light Pattern, Dark Bronze, Pine w/White, 3/4" Grille Bar 1- —33.25 1 Wrapping: 6 7/8" Interior Extension Jamb Pine/White - Painted Standard Complete Unit Extension Jambs, Factory Applied RO_34— Unit# U-Factor SHGC Comments: -- ------------------------------------- Al 0.3 0.28 SUB-TOTAL: $915.06 FREIGHT: $0.00 LABOR: $0.00 TAX: $58.11 TOTAL-: 7 $973.17 CUSTOMER SIGNATURE DATE Quote#: 1272339 Print Date: 9/30/2021 7:49:38 PM UTC All Images Viewed from Exterior Page 1 of 2 *All graphics as viewed from the exterior. ** Rough opening dimensions are minimums and may need to be increased to allow for use of building wraps or flashings or sill panning or brackets or fasteners or other items. Thank you for choosing Andersen Windows & Doors Quote M 1272339 Print Date: 9/30/2021 7:49:38 PM UTC All Images Viewed from Exterior Page 2 of 2 Generated by REScheck-Web Software Compliance Certificate , _. L71 J / Project Wilmerding House JUL - 9 2021 Energy Code: 2020 NYStretch - 2018 IIECC Location: Suffolk County, New York 11,1"'TT 71.�T tl-" Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5999 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1301 Cedar Ridge Fishers Island, New York 06390 Compliance, Passes Using QA trade-off Compliance: 1.8%Better Than Code Maximum UA: 278 Your UA: 273 Maximum SHGC: 0.40 Your SHGC: 0.32 The%Better or Worse Than Code index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Assembly or R-Value R-Value U-Factor UA Perimeter Ceiling: Flat Ceiling or Scissor Truss 726 49.0 0.0 0.026 19 Roof: Cathedral Ceiling 635 49.0 0.0 0.022 14 Walls:Wood Frame, 16"o.c. 1,843 21.0 0.0 0.057 76 Door: Solid Door(under 50%glazing) 45 0.250 11 Windows:Wood Frame 458 0.270 124 SHGC: 0.32 Floor:All-Wood joist/Truss 1,401 49.0 0.0 0.021 29 Compliance Statement The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2020 NYStretch-2018 IECC requirements in REScheck Version REScheck-Web and to comply i hh anct7N,r7irements listed in the REScheck Inspection Checklist. 9 5-�_/ Name-Title Signbture Date ARC 0291' OF Project Title: Wilmerding House Report date: 06/21/21 Data filename: Pagel of 1 GENERALSTRUCTURALNOTES REFERENCE IS MADE TO DRAWINGS •.^ �Y BUILDING DESIGN LOADS AND INFORMATION UPON WHICH GNCB CON T 7y LIVE LOADS DRAWINGS AREING BASED ENGINFERS,P.C. r RESIDENTIAL DWELLING HABITABLE AREAS WOOD DRAWINGS Sr. FIRST FLOOR 40 PSF SECOND FLOOR 30 PSF a- ..Z ARCHITECTURAL NLN RUTHER URD ARCHITECTS,PLLC "• 330 WEST 30TH STREET _ SNOW LOADS 1, ALL FRAMING LUMBER SHALL BE DRY(190A MAXIMUM MOISTURE CONTENT) NEW YORK NEW YORK GROUND SNOW LOAD,Pg=20 PSF DOUGLAS-FIR p2 OR BETTER,WITH THE FOLLOWING ALLOWABLE UNIT OUSE FLATISLOPED ROOF SNOW LOAD,POFOR WILMERDING HP.=20 PSF STRESSES: FISHERS ISLAND, H WIND LOADS BENDING,REPETITIVE USE Fb = 1,035 p.l WIND EXPOSURE CATEGORY:D BENDING,SINGLE USE Fb = 000 5/8"DIA ANCHOR PLACE ANCHOR BOLT AT CEMTERUNE OF PLATE TENSION PARALLEL TO GRAIN Ft = 575 ULTIMATE WIND SPEED VELOCITY=130 MPH COMPRESSION PARALLEL TO GRAIN Fc Par.- 1,350 BOLT WITH (Par.) x229•' RISK CATEGORY It SHEAR PARALLEL TO GRAIN FV = 180 PLA PLATE WASHERS GENERAL COMPRESSION PERPENDICULAR TO GRAIN Fc(Per.) 625 U.N.O. MODULUS OF ELASTICITY E= 1,600,000 i 1. ALLWORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2018 INTERNATIONAL RESIDENTIAL CODE PORTION OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND 2. WHERE FRAMING CLIPS OR JOIST HANGERS ARE USED,FASTENERS SHALL BE i pA IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE PER MANUFACTURER'S RECOMMENDATIONS. a�N 2 DIMENSIONS AND DETAILS SHALL BE CHECKED AGAINST ARCHITECTURAL DRAWINGS 3. FOR PLYWOOD NAILED TO FRAMING,10d NAILS SHALL BE SPACED AT 4"oc,UNLESS NOTED OTHERWISE Llj� i SQP AND EXISTING CONDITIONS. AT EDGES,4"OC AT INTERMEDIATE SUPPORTS,UNLESS SHOWN OTHERWISE 3. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE SIZE AND LOCATION OF 4. ALL OPENINGS SHALL BE FRAMED WITH SOLID OR DOUBLE MEMBERS UNLESS OTHERWISE NOTED ON PLANS. ALL OPENINGS,SLEEVES AND ANCHOR BOLTS AS REQUIRED BY ALL TRADES.OPENINGS S. ALL ENGINEERED LUMBER SHALL CONFORM WITH THE FOLLOWING ALLOWABLE UNIT STRESSES NOT SPECIFICALLY SHOWN SHALL BE APPROVED BY THE ARCHITECT. UNLESS OTHERWISE NOTED: it, !N" 4. THE FRAMED STRUCTURE IS DESIGNED TO BE STABLE AND SELF-SUPPORTING LVL LAMINATED VENEER LUMBER AFTER CONSTRUCTION IS COMPLETE,IT IS THE CONTRACTOR'S RESPONSIBILITY (LVL) FOR THE BUILDING DURING CONSTRUCTION,INCLUDING,BUT NOT LIMITED TO MODULUS OF ELASTICITY,MIN. E = 2,000,000 psi METHOD AND SEQUENCING OF ERECTION,AND TEMPORARY SHORING AND BRACING. BENDING,SINGLE USE Fb = 2,600 5. FOUNDATION WALLSSHALL BE TEMPORARILY BRACED AGAINST EARTH PRESSURE, COMPRESSIONAL PARALLEL TO GRAIN Fc(Par)= 2,510 MINIMUM OF 2 BOLTS PER WIND AND OTHER LATERAL FORCES. HORIZONTAL SHEAR Fv = 285 PLATE COMPRESSION PERPENDICULAR TO GRAIN/ Fc(Per)= 750 FOUNDATIONS PARALLEL TO GLUE LINE ENSION STRESS Ft= 1,555 1. THE WOOD FRAME BUILDING ADDITION IS TO BE SUPPORTED ON A CONCRETE 6. BUILT-UP LVUS TO BE CONSTRUCTED PER MANUFACTURER'S SPECIFICATIONS. FOUNDATION WALL BEARING ON A CONTINUOUS CONCRETE FOOTING. 7, ALL PENETRATIONS THROUGH ENGINEERED LUMBER SHALL BE SUBMITTED TO THE 2. ALL EXTERIOR STRIP AND SPREAD FOOTINGS SHALL BEAR ON NATURAL STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING. TYPICAL ANCHOR BOLT DETAIL UNDISTURBED GRANULAR DEPOSITS BELOW ANY FILL OR ORGANIC 8. ANY EXPOSED PORCH FRAMING TO BE PRESSURE TREATED WOOD. NOTES: MATERIALS,OR CONTROLLED STRUCTURAL FILL HAVING A MINIMUM 9. ALL EXPOSED FRAMING CONNECTORS AND NAILS TO BE STAINLESS STEEL, ALLOWABLE BEARING VALUE OF 25 TONS PER SQUARE FEET. OR OTHER FINISH APPROVED BY ENGINEER. 1. PROVIDE MINIMUM 1Z'EMBEDMENT. 10. INSTALL D I-JOIST S BETWEEN TO E TRUSTS T ALL ENGINEERED co, A& 3. NOTIFY GNCB ENGINEERS DURING EXCAVATION TO VERIFY SOIL CONDITIONS. 11. ANY WOOD !KIN SERIES TO OITRUS JOIST ENGINEERED WOOD PRODUCTS BY WEYERHAUSER.. 3. MAXIMUM SPLICE PLATE TIED SIZE S MPSON 506224 STRAP./16 4. ELEVATION OF SUITABLE BEARING MATERIAL ASSUMED TO BE 3'-0'BELOW EXISTING GRADE.LOWER FOOTINGS AS NECESSARY BASED UPON FIELD - 4. ANCHOR BOLT TO BE PLACED WTHIN MIDDLE THIRD OF PLATE. CONDITIONS ENCOUNTERED. 5. PROVIDE STEP FOOTINGS AS REQUIRED TO PASS UNDER MECHANICAL PIPING. !�rJ 6. PRO VIDE SLEEVES FOR ALL PENETRATIONS IN FOUNDATION WALLS. FOUNDATION-ANCHOR BOLTS �V _`�j� �� 7. PROVIDE CRUSHED STONE IF WATER IS ENCOUNTERED AT FOOTING BASE. NAILING SCHEDULE V�1J A CONNECTION NAIUNG JOIST TO SILL OR GIRDER,TOE NAIL 3-8d REINFORCED CONCRETE BRIDGING TO JOIST,TOE NAIL EACH END 2-8d SOLE PLATE TO JOIST OR BLOCKING,FACE NAIL 16d AT 16"oc N, TOP PLATE TO STUD,END NAIL 2-16d ' 1. ALL CONCRETE WORK SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTES STUD TO SOLE PLATE,TOE NAIL 4-8d SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. DOUBLED STUDS,FACE NAIL 16d AT 24"oc 2. ALL CONCRETE IS DESIGNED BY ULTIMATE STRENGTH METHODS AND SHALL BE DOUBLED TOP PLATES,FACE NAIL 16d AT 16"oc C O� NORMAL WEIGHT,AIR ENTRAINED(5%TO 6%)WITH A 28-DAY COMPRESSIVE STRENGTH TOP PLATES,LAPS AND INTERSECTIONS,FACE NAIL 2-164 AS FOLLOWS: WALLS AND FOUNDATIONS CONTINUOUS HEADER,TWO PIECES 16d AT 1S'oc 3,000 P51 .r:'��.�`,',4;-.�•;�,.' ALONG EACH EDGE 3. ALL REINFORCING SHALL BE HIGH STRENGTH DEFORMED BARS,ASTM A615 CEILING JOISTS TO PLATE,TOE NAIL 3-8d GRADE 60.CONTRACTOR TO SUBMIT REBAR DATA TO ENGINEER FOR REVIEW CONTINUOUS HEADER TO STUD,TOE NAIL 4-80 ,yse�yyo„ gjs*.,{f;• `'la/,�}Y�-j :4,t L� 1 PRIOR TO PLACEMENT IN FORM WORK CEILING JOISTS,LAPS OVER PARTITIONS,FACE NAIL 3.16d CEILING JOISTSTO PARALLEL RAFTERS,FACE NAIL 38d - 4. LAP BARS 48 BAR DIAMETERS WHERE REQUIRED. RAFTER TO PLATE TOENAIL 3-3- WILMERDING HOUSE 8d I - 5. DETAIL ALL BARS IN ACCORDANCE WITH"ACI DETAILING MANUAL BUILT-UP CORNER STUDS 16d AT 24"oc - - - ❑ F*HEHS S,W ON THE PLACING DRAWINGS,SHOW THE NUMBER AND LOCATION OF ALL BAR BUILT-UP GIRDER AND BEAMS(U.O.NJ 20d AT 3Z'oc AT TOP SUPPORTS AND ACCESSORIES NECESSARY TO SUPPORT REINFORCEMENT IN AND BOTTOM AND STAGGERED POSITIONS INDICATED. 2-20d AT ENDS AND AT 6. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT WHEN NOT OTHERWISE POST OFFICE BOX 802 EACH SPLICE GNCB CONNECTICUT 06475 INDICATED SHALL BE: PLYWOOD•UNLESS OTHERWISE OLD SAVBROOK NOTED ,/ CONCRETE POURED AGAINST EARTH 3" PLYWOOD FLOOR PHONE:860 388 1224 CONCRETE POURED FORMS,BUT SHEATHING GonsulGng Engineers,P.C. ONceENOINEERS.COM O EXPOSED TO EARTH OR WEATHER: 314"TONGUE AND GROOVE a. BARS OS AND SMALLER 1-1/2" Bd b. BARS LARGER THAN 05 2' ROOF SHEATHING 5/8" 8d 7. EPDXY ADHESIVE TO BE HILTI HIT OR EQUAL,UNLESS NOTED OTHERWISE. WALL SHEATHING-PER SHEARWALL NOTES LVIEWI 8. CONTRACTOR TO SUBMIT CONCRETE DESIGN MIX FROM THE SUPPLIER FOR L/ 4 ENGINEER'S REVIEW PRIOR TO SCHEDULED DELIVERY AND PLACEMENT OF CONCRETE. NOTES: SCHEDULE BASED UPON COMMON WIRE NAILS. STEEL LARGER NAIL SIZES REQUIRED FOR BOX OR PNEUMATIC DRIVEN FASTENERS. SUBSTTUTINGPNEUMATIC NAILS OF EQUAL DIAMETER OR LARGER IS ACCEPTABLE. 16 DIA. 16 DIA 1. ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING UNLESS SUBMITPRODUCT DATA AND ALL PERTINENT EVALUATION REPORTS FOR ALL PROPOSED a NOTED OTHERWISE ON THE DRAWINGS: FASTENERS IF DIFFERENT THAN INDICATED ON THE STRUCTURAL DRAWINGS. ROLLED WIDE FLANGE SECTIONS ASTM A992 Fy 50 ksi COMMON WIRE NAIL DIAMETERS z HOLLOWSTRUCTURALSTEELSECTION ASTM A500 Fy 46 k.1 WELDED WIRE SAW CUT o ,E ANCHOR RODS 6d 0.113" FABRIC CONTROLJOINTAS T� KINLINRUTHERFURDARCHITECTS,PLLC 5 ASTM F1554,GRADE 55 Bd 0.131" REINFORCEMENT SOON AS MISC.PLATES AND 10d 0.148' _ 11/2"CLEAR ON CONCRETE WILL 39p WE.f 30TH SI.FEf,5ME1000 TEL(t1�fi9i]008 - CONNECTION MATERIALS ASTM A36 F 36 ksl BRICK OR BLOCK NOT RAVEL 24 HRS Y 12d 0.146" ( NEW WW(,NEW YORK70010 FNf.(R5)50?iT30 16d 0.162' SUPPORTS MAX) HOOK ALLHORIZ o: 2 STRUCTURAL STEEL SHALL BE DETAILED,FABRICATED AND ERECTED v IN ACCORDANCE WITH THE AISC SPECIFICATION FOR STRUCTURAL 20d 0'192 REINFORCEMENT STEEL BUILDINGS,ASD OR LRFDAND THE AIS!CODE OF STANDARD AS SHOWN OR PRACTICE. P HOOKED o � '-2C:.?r - •1T"- 7F -'X•!-�:.:x-rr, i SPLOICE BARS(NP) 3. ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF THE AMERICAN WELDING SOCIETY(AWS)STRUCTURAL WELDING CODE- WALL INTERSECTIONS WALL CORNERS S STEEL D1.1.LATEST EDITION.USE E70XX ELECTRODES UNLESS x W GRAVEL " NOTED OTHERWISE. VAPOR RETARDER I PER ARCHITECT _ 2 4. PROVIDE ALL PLATES,CLIP ANGLES,CLOSURE PIECES,STRAP HONZ m ANCHORS,MISC.PIECES,AND HOLES REQUIRED TO COMPLETE THE I-III-III-III-III-III-III-III REINFORCEMENT F• PERMIT SET STRUCTURE. SLAB ON GRADE BEARING SURFACE: I I MI I I-I I I-I I MI I I-III-III-I I CONT.THROUGH JOINT JUNE 1,2021 WITHIN THE BUILDING AREA i T�I 5. ALL STEEL EXPOSED TO WEATHER,INCLUDING LINTELS IN EXTERIOR REMOVE ALL TOPSOIL,MAN-PLACEDFILL, -III-III-III-III-III-III-III_ ter. WALLS,SHALL BE HOT DIP GALVANIZED,UNO. SUBSOIL AND ANY OTHER UNSUITABLE U 7 MATERIAL TO EXPOSE NATURALLY DEPOSITED-I I-I I I-I I I-I I I-I I Ci GENERAL NOTES& 6. ALL STRUCTURAL STEEL AND BOLTS TO BE GALVANIZED. INORGANIC SAND/GRAVEL,OR REPLACE TYPICAL DETAILS UNSUITABLE MATERIAL WITH COMPACTED ,moi)' STRUCTURAL FILL T � SEE ARCHITECTURAL DRAWINGS CONSTRUCTION JOINT • FOR ANY INSULATION REQUIREMENTS .O TYPICAL CONCRETE WALL REINFORCING TYPICAL SLAB ON GRADE DETAIL DETAILS PROJECT:P: 21053 CONSTRUCTION PHASE 1r-10 y6. 4'•2 3/8- 6 1.0, 4'S S/e• 4'-2 3(8- 4 1 1• Sz4 7•-0' 'f CONCRETE PIERS ON -0• CONCRETE FOOTINGS N I OUTLINE OF SCREENED PORCH 1 I Q o 28'-11112 ABOVE CENTERLINE RIDGE IX-5 314• I 14'-5314' DETERMINE CONDITIONS VERIFY EXISTING HOUSE I TOW EL-3.0114" IN THE FIELD FOR EXG FTG FOOTING TO LOCATE I STEP FOOTING AS REQUIRED NEW PIER AND FOOTING I PER TYP DETAIL AT THIS LOCATION �.7G 1 a —-� FT - _ E 3IB' 52.3 •TOW EL-1.9• -- TT F L-9-7G 3!8 r - E - - - - - - - - - - - - - - - - - - - - - - - - - - EL " - l _ _ I I I ��ED ARc'Si r 4 L_ - I 70S EL•2'-8718' I - - - - - - - - - - - - I I 522 — Tim J . ! 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EVERY OTHER STUD 4 I I 3/4'TBG PLYWOOD STRAP DIRECTLY _ II FLOOR SHEATHING —_____ TO STUD TYP._—_—_ _—_ _—_—_—_—_—___—_ _—_ _—_—_—_—_____—_—_ —_ _—_ _ _—_—_—_—_—___GROUND FLOORFF� T 13 4'k 117/6'LVL RIMSO 1 PROTECTED AGAINST CONC 11 7/8 TJI 360 @ 16'oc I CONC STEn1 WALL 11718 TJI 360 @ 16'oc r 11 718 1360 -______ FOUNDATION LEVEL \ d� -2'�7/e" 2x4 FLAT PT,COM. BLOCK SOLID (2)1 3/4"x 11718" BELOW POSTS LVL I g - PT SILL PLATE TYR _ - -- _J FASTEN TO TOP OF WALL TYP.REINF 10'CONCRETE WALL 5 p'6 WITH. WITH CONCRETE SCREWS S2 2 c9 #5 BARS VERTICAL.DOWEL WALL STHROUGH Z TO MATCH,WITH STD HOOK @ 18„oc �_• CONFIRM LOCATION N5 BARS HORIZ@ 18"oc WITH ARCHITECT KINLIN RUTHERFORD ARCHITECTS,PLLC z 117P RE-MOLDED CONC SLAB .��" 3 tq E FILLER SEE TYP DETAILS NMM. wFi)j se 1?. N a — — — — — — — 2x4 CONT BOTTOM OF FTG 3 FT MIN BELOW ADJACENT GRADE 245 BARS TYR BOTTOM CONT. T' 10" 7" 3"CLEAR COVERT' 10" T' PERMIT SET JUNE 1,2021 a r-0 CROSS SECTION v CROSS SECTION MASTER BEDROOM r l SITTING ROOM 1/2"-1'-0" S2.1 PROJECT:P: 21053 CONSTRUCTION PHASE 2X6 WOOD STUD WALL BELOW WITH LEDGER EACH SIDE SEE ROOF CONT BEVEL BLOCK SEE SECTIONS ON S22 TYPICAL DETAILS (3)LVL PLYWOOD1 SSSX5X3/8 RIDGE BEAM ROOF SHEATHING S21 e%N RVOT `2)200 TV SUPPORT BASE EROR RAFTER A36 STEEL COLUMN I I q HEppER TO BEAM CONNECTION I I SFR N Ea10 SLOP M HPADv SLOPM-INTERORRT 3/4"x 6 112 X T-O"LONG S PLATE WITH 3/B'x 7112' I 1--HSS A Q x 1'-0'LONG SIDE PLATES COLUMN q RAKERS WELDED TO BASE ^�— �.y Lul ORT MIN 2'GAP CMU&WOOD WELD BASE PLATE SEAT (2)1314•%1NTEURPIOR BE CHIMNEY TO TOP OF COLUMN HEADER BOLT SIDE PLATES WITH SLOPING OPENG LVLBEAM RAPERS n TOP OF HSS COLUMN DETAIL SLOPING CE1uNG 1/2g=1,A„ 2 (2)1314'x1 AT GHOVA"t CMU POS WALL TRIMM WOOD STUD 52.2 01SCEILING ppUBLE UP J Of CHIMNEY WCL ATFACt1 END VERS 7RAY CEILING TO SUPPORT HEA ` SS5X5X3/6 DOUBLE U (2z10 LVL RIM BOARD TO SUPPORT ' TOP OF STEM _TJX WALLS& TOP OF 10" HRA5x5X3/ TOP OF 512" _— — III TOP OF PIER 3 CONC WALL COLUMN STEM WALLBPIER 10"CONCWALL� EL-1'-9' 52,2 EL-2'-87/8" EL-1'-S" ■ t _ GR FLOOR HSS5XSX3! 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SDS SCREWS SDS SCREWS ON SECTION ON 52.2 LVL TRIMMER TO \ H�S WHERE HEADERS AT CHIMNEY MAINTAIN T MIN SUPPORT END OF HEADERS-- ARE EADERS— FC�� ARE SUPPORTED ON DOUBLED UP GAP BETWEEN ON DOUBLED UP \ Qp SITTING AREA JOISTS,ALSO DOUBLE UP EXTERIOR WOOD AND MASONRY JOISTS+HANGERS %O,p LAP CEILING JOISTS C� SLOPING CEIUNG \ LONG RAFTER CHIMNEY,TVP. 7' ON EACH END OF CHIMNEY 4 WITH ROOF RAFTERS +SDSSCREWS Q08 FULLY LAP CEILING JOISTS WITH ROOF RAFTERS+ 'PJ. 'Lt'�6 LVL 314NHEA E SDS SCREWS LVL HEADER LVL HEA6' 314�K 16" LVL HEADER t 2x10 CEILING MBRTRAYCLG�\ 2x10 CEILING JOIST _ SOLTLVLPERTYPDETAIL MBRTRAYCLG KINLINRUTHERFURDARCHITECTS,PLLC -b ----- ------------- 11'-71/8Z/ ---- MASTER BEDROOM 035 CLIPS --------- 11-71/8 MASTER BEDROOM STRAPTOPOFWALL 330WESf3B1HSTREET,SURE 1006 TEL R1�laasma6 TRAY CEILING WITH CEILING JOISTS TRAY CEILING AT RAFTER TO SITTING AREA NEWroRx eEwwRx1ao16 FP%.Insl sez-tns / CHEADER SLOPING CEILING LIP RAFTERS 1 3/4'k 16'LVL u u x TO LEDGER LEDGER AT EACH SIDE OF WOOD STUD WALL in (3)1/4"DIA x 312"SDS SCREWS FASTEN LEDGER TO STUD EACH SIDE 2xfi WOOD MASONRY CHIMNEY STUD WALL I I I PER ARCHITECT I z PERMITSET A JUNE 1,2021 SECTIONS&DETAILS 7.U SECTION AT TRAY CEILING SECTION AT FRAMING AROUND 3 BEYOND FIREPLACE/CHIMNEY n CHIMNEY c 3 a 2.2 PROJECT:P: 21053 CONSTRUCTION PHASE SEE TYPICAL DETAILS CONTINUOUS FOR ROOF BEVEL BLOCK (3)1 3(4"x 16' 5/6'PLYWOOD LVL RIDGE BEAM ROOF SHEATHING TYR 31/7'x51/4" PSL POST (FULL HEIGHT) IEXG HOUSE) ��rERS SECOND FLOO$F_F. --—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—- —RpOF W"' --- ----------------- - --- - -------------------- 2%12@1b"� 2x12@16"oc ROOF RAFTERS 10 JOISTS@16'oc 117/8'LVL LAP RAFTERS ' 2x6 JO @ 16'cc 2x6 JO @ 16'0c LVL M ��f;0 (3)1 3/4'k 11 7!8" LVL BEAM 11 7/8" LVL BEAM 312''x519' (2)2x6 TOP PLATE 312"x51!4" PSL POST 2x6 JO @ 16'oc PSLPOST STUB (3)13/4"x 117/8" (2)1 3/4"x 91/4"LVL HDR HH HANGER (2)1 3/4 x 91/4"LVL HDR LVL HDR HEADERS TO POSTS,TYP. 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GNCBENGINEERS.COM WITH: EXG CRAWL SPACE ACCESS BEYOND EXG TO #5 BARS VERTICAL+DOWEL TO MATCH,WITH STD HOOK _------------- --_-_-___--_--_-__ CRAWL 016'oc SPACE #5 BARS HORIZ @ 18"oc CONC EXG BASEMENT g `SEE TYP DETAILS SLAB W a BEYOND STEP FOOTING AS REQUIRED * r' STEP CONC SLAB CONCRETE SLAB _ Tom.--..,��-. _,•�._ g SEE TYP DETAILS TO COORDINATE ? WITH STEPPED REINF AT DETERMINE EXG FTG BEYOND FTGS CENTERLINE - - ''_7 3'" BOTTOM OF FTG AT CRAWL SPACE IN THE FIELD OF WALL 't 4 - - 3 Ff MIN.BELOW ADJACENT GRADE DO NOT UNDERMINE EXG FTG 2x4 KEY CONT - __ - I - GRADE VARIES KI NLIN RUTHERFURD ARCHITECTS,PLLC a.. swwEsr3s*H sm�T,sunEiros raR+Ae—e 245 BARS 7" 10" T' DETERMINE EXG HOUSE FTG nW-KNswvoRxW W[77s)58]nidB .2 BOTTOM CONT. IN THE FIELD x 3"CLEAR COVER DO NOT UNDERMINE TYP. EXG FTG BEYOND 2'-0" FTG 3 PERMIT SET JUNE 1,2021 rl SECTION AT DINING/KITCHEN 1/2„=1'_0„ — — — — — SECTION AT DINING& KITCHEN U L C S2.3 PROJECT:P: 21053 CONSTRUCTION PHASE CONT BEVEL 1 314'X16'LVL BLOCK RIDGE BOARD o" 5/6'PLYWOOD Go,� ROOF SHEATHING �ppy FULL PEN WELD 12° TOP 8 BOTT FLANGE OQ� GAP TO COLTYP p0 —6X6 PT WOOD CAP LAP CEILING JOISTS '.`I' POSTS TOP OF a W8X21 SEE ROOF TYP DETAILS WITH RAFTERS+ ` RTAF ERO HSS I e 1/4"DIA 3"LONG I I SDS SCREWS j 2x10 PT CLS JO 16'oc \ I 13" SHEAR TAB HS54-12X4-12X12+I I 3/8"X312'k 6' I WELD FLANGEE COLUMN 3 TRAY CEILING I I I S24 BOLT TAB TO BEAM WEB "— "— A33 I A33 A33 I A33 2-5/B'DIA BOLTS WBX21 GALVANIZED IA33 ANGLE POST433 A33 P06T433 (3)2x8 PT — — — I CA CONSULT WITH CONT WOOD NAILERS RASHOWN CAP BEAMS AT SIDE WALL 2D AR ^� n SCREENED PORCH CONNECTION ARCHITECT IF BEAM BOLTED TO TOP B RAFTER O c SAVE BEAM r� 1/ `• WEB BLOCKING BOTTOM BEAM FLANGE HURRICANE CUP H25A ` �� I REQUIRED G I \J 2x WOOD STUD -R Z NAILER 9 HSS COLUMN 6x6 PT WOOD HSS COLUMN 412'x 412k 12" POSTS 41/7x 412'k 12" GALVANIZED GALVANIZED 2 R 029 A36 BASE PLATE 2X CONT WOOD NAILER Ix IPE DECKING FOF N4' 314"x 6'x T-I"LONqTE BOLTED TO TOP OF BEAM CONFIRM WITH BOLTED TO TOP F 12"DIA BOLTS AT 24"oc ARCHTECT 4-518"A325+WEL2 ROWS STAGGERED OF COLUMN TO PFULL LENGTH OF BEAM 2'•0' I CO -—-—_ —____ ENTRY LEVEL-FF NC FTC, HSS COLUMN O' HSS412X4.12X12 _..—.. . HSS (2)2x10 PT RIM BEAM e e e e e STEP DOWN 6'FROM WBx15 TO TOP LFLANGE T� AT FLOOR a WEIZI GALVANIZED HOUSE TO PORCH FLOOR WILMERDING HOUSE FDECK 2x _ _ — A36 ERG PLATE SOLID BLOCK BOTH FISHERS Mx D,W 3/4'k6'x VAU'LONG SIDES OF BEAM WEB, ON NON SHRINK CONT ROUT BE 12"DIA BOLTS AT 12x12 _ — I( ( CONC PIER ANCHOR 24 CONC TOP 8 BOTT POST OFFICE BOX 802 BOLTS GROWS STAGGERED % OLD SAYBROOK FLOORI) (2)2x16 475 PT 2x10 PT DECKJOIST FULL LENGTH OFGNCB PHOONE860388NNECTICUT 1224 ,'1 PER AI _RIM BEAM Q 16'oc REINF CONC PIER SEAM Consulting Engineers,P.C. GNCBENOINEERS.COM Wl i15 BAR AT CENTERLINE+ S24 I I _ — — STD HOOK BOTTOM OF FTG 3 FT MIN BELOW ADJACENT GRADE REINF CONC FTG W/(3}#4 BARS DETERMINE EXG FTGS n SCREENED PORCH CORNER PLAN EA WAY BOTTOM IN THE FIELD WHERE 3/4"=1'-0" NEW SCREENED PORCH MEETS EXG HOUSE 0 4 KINLIN RUTHERFURD ARCHITECTS,PLLC NEW YORK NEWMRK1081 530WEST08THSfRMWIR0E 1ro0 TEL pit) 50808 FPJC p)5)68t18d0 C 5 x T SECTION AT SCREENED PORCH GABLE SEND PERMIT SET JUNE 1,2021 SECTION AT SCREENED PORCH U S2.4 PROJECT:P: 21053 -CONSTRUCTION PHASE SOLID BLOCKAT PROVIDE 1 114"x 18 GA 5/e"PLYWOOD ROOF SHEATHING,TVP. PANEL EDGES METAL STRAP WITH UNLESS NOTED OTHERWISE 6 .1 12'x10d NAILS SHEAR WALL NOTES I? z PER SIDE EACH BEVELED RAFTER - BLOCKING AT 1. SHEAR WALL HOLDOWN HARDWARE AND LOCATIONS ARE NOTED (16 NAILS PER STRAP) EACH RAFTER ON SHEAR WALL PLAN AND SHEAR WALL DIAGRAM. LAP PLYWOOD FASTEN STRAPS SIMPSON H2A DIRECTLY TO RAFTERS 2. SIMPSON HOEDOWNS AT EACH END OF PERFORATED PANEL 1=0"MIN CONT RIM SHEAR WALL OR SHEAR WALL PANEL PER PLAN. ABOVE 8 BELOW BOARD HURRICANE CUP RIDGE BEAM.SEE PLAN FOR SIZE. 3. SIMPSON SET EPDXY TIE ADHESIVE FOR HOLDOWN - FLOOR EACH RAFTER END SLOPED SEAT ANCHORS EMBEDDED INTO FOUNDATION. ---- RAFTER HANGER 4. EMBED 7/6'DIA ANCHOR 15'MIN.INTO FOUNDATION. ' EACH RAFTER RAFTERS.SEE PLAN FOR SIZE. 5. NOTE MINIMUM WOOD MEMBER THICKNESS(CHORD)AT SHEAR WALLPANELENDS,USE SOLID WOOD 6x6 POST AT EACH LRU SHEAR POST SIZE PER PLAN. 6. PLYWOOD SHEATH NG 513Z'(12)EL END.SEE SHEAR WALL PLAN. POST CAP AT NAILED WITH 10d(COMMON WIRE NAIL SIZE) SOLID BLOCK , AT 4 oc AT PANEL EDGES AND 4"oc AT FIELD NAILING ATPANELEDGES H2A CLIP INSTALLATION BEAM/POST TO INTERMEDIATE STUDS. CONNECTS 7. NO HORIZONTAL JOINT IN SHEATHING FOR A MINIMUM RAFTER TO STUD RIDGE BEAM-RAFTERSOF 1 FT ABOVE AND BELOW RIM BOARD. 8. SOLID BLOCK AT ALL PANEL EDGES WITH DIMENSIONAL SIZE TO MATCH FRAMING. 9. WHERE SHEATHING IS INSTALLED ON BOTH SIDES OF SHEAR WALL,OFFSET VERTICAL PANEL EDGES ' TO FALL ON DIFFERENT FRAMING MEMBERS. 10. INSTALL HARDWARE PER MANUFACTURER'S WALL SHEATHING LAP RAFTER TO WALL CONNECTION ROOF RIDGE BEAM DETAILS RECOMMENDATIONS. EXTERIOR PLYWOOD LEGEND:WOOD SHEAR WALLS WALLSHEATHING 5/8"PLYWOOD ROOF SHEATHING,TYP. PER SHEAR WALL 6" HOEDOWN HARDWARE 8° MIN.FROM END OF PROVIDE 111411 x 18 GA UNLESS NOTED OTHERWISE NOTES ANCHOR BOLT SHEAR WALL PANEL METAL STRAP W RH 8.10d NAILS FOUNDATION WALL 2x6 ODD PER SIDE EACH BEVELED _————— RAFTER BLOCKING AT BELOW STUD WALL (16 NAILS PER STRAP) EACH RAFTER PER PLAN U.N.O. 3f' 0 3 1/ MIN.WOOD FRAMING 13 NO OPENINGS MEMBER THICKNESS SHEAR WALL PANEL FOR SHEAR WALL REQUIREMENTS RAFTERS.SEE PLAN FOR SIZE. RIDGE BOARD.SEE PLAN FOR SIZE. INDICATES WOOD SHEAR WALL ARC,A p A WITH HOEDOWN HARDWARE T. /7`' AT EACH END OF SOLID WALL ' RIDGEBOARD-RAFTERS (NO OPENINGS) ^ HOLDOWN(H/D)MODEL SEE SHEAR WALL NOTES /'. SIMPSON HDU8SDS2.5 EXTERIOR PLYWOOD 11 ROOF RIDGE BOARD DETAILS WALL SHEATHING PER SHEAR WALL WALL OR DOOR 1/2"=1'-D" NOTES 5" OPENING HOEDOWN HARDWARE HOEDOWN HARDWARE 5" ANCHOR BOLT ANCHOR BOLT FOUNDATION WALL 2x6 WOOD —————————— 02��L BELOW K STUD WALL PER PLAN MIN.WOOD FRAMING OF Nom•" U.N.O. 3112• 312" MEMBER THICKNESS PERFORATED SHEAR WALL FOR SHEAR WALL REQUIREMENTS WASHERS REQUIRED. BOLT HOLES 9/16"DIA MAX INDICATES WOOD SHEAR WALL MIN.END DISTANCE 6". WITH HOLDOWN HARDWARE AT EACH END SEE HOLDOWN(HID)MODEL WILMERDING HOUSE PER PLAN F FSHERS ISIAN[I,NY 112:OIA �IFo —t I 9 SHEAR WALL LEGEND 2x6 WALL BOLTS I IM I 1/2„-�'_0„ .a4. F �_——— POST OFFICE 80X 802 -- LVL'B GNCB OLD ECT CUT 5 ,� PHONE:860 388 1224 21" Consulting Engineers,P.C. GNCBENGINEERS.COM MULTI MEMBER LVL CONNECTION -z< 4 e � w0"�2x•T' 3 MIN U.N.O. TOP REINFORCEMENT KINLIN RUTHERFURD ARCHITECTS,PLLC u: Ld TYP IF PRESENT E 330WF8i39TH SRtFkT,9URE 1006 TEL Q1Z169S]B90 ..-..-..-..-..�.._.._.._..�.._..__ NEWtt]RK NEW YDRK 10019 FAIL(T16166?1136 ADD(2)94 CONT FLOOR JOIST FLOOR JOIST WHERE"STEP" F 1 112"CUR y3 PER PLAN PER PLAN BOTTOM 3 EXCEEDS S' REINFORCMENT -jr —• — y SIMPSON JOIST HANGER g _ I x I AT EACH JOIST a EACH SIDE OF BEAM SUPPORTING 'fie rn 1 I w BEAM PER PLAN — •—•— rn PERMIT SET OPTIONAL CONSTRUCTION e" JUNE 1,2021 "1� 2"T"MIN JOINT MIN FLUSH FRAME BEAM/JOIST TYPICAL DETAILS c� TYPICAL STEPPED FOOTING DETAIL TYPICAL S.O.G.CHANGE IN ELEVATION DETAIL S3.1 PROJECT:P: 21053 CONSTRUCTION PHASE / / umANav„Iynemis .s/e Le w STRAW BALE WINDER TR¢uE91 PLASTIC LINING WIRE\` NATIVE MATERIAL O ,� - Ap . ` GMOO OR �RDN B-B 33 WiO��EaztN eelm 06los BB -- O \// (Z PER gam) Oi TO SDALE fi6o9as1o5sjaeel..,wtl em Vml .om _ METAL STAKES CLAY POINT Fla�siD Lie^ I`I PLA�1 STANDARD OX ,;. I' I.�S'-0'� SITE VARIES ('( _ II(I 10_6" , FISHERS ISLAND o�®�� KNOCKOUT INLET AND DEVELOPMENT CORP. o OUTLET OPENINGS \ VACANT LAND PLA STRAW `..... 4N' ,(rAj BAS Oggu( E�= _ ENor To scALE SITE DEVELOPMENT PLAN CORETE rA_aw+rt FLr PREPARED FOR: IRON NOTES: + PIPE 1. DIMENSIONS SROM ARE FOR TYPICAL RESIDENTIAL —g_g- - CHARLES WILMERDING IO N/F PUMPCOMSS MUST BEARGER PROQECTS OR SIM ACCORDINGLY(7RCALLONSOJECTS R/IRUO(,O LUClLE TAMONEY S BO'fe SO OALLWIS/PUNP,PWS YIN.1'FREEgOMO} LEACHING POOL DETAIL ANNE WILMERDING VACANT LAND E /g 2 CAP URE MATERIAL AND LIQUIDS MUST BE REMOVED FROM NOT TO SCALE 1301 CEDAR RIDGE Z2r IRON PIT AND PROPERLY DISPOSED OF WHEN WE PIT REACHES FISHERS ISLAND PIPE 75X OF ITS CAPACITY. CCASTONCRETE LOVERS �• -- 3 IN WASH IT PRIORTER. TO EACH USE TO ENSURE CMTANNENT SILT FENCE LOCATION MAP SCALE 1"=400' NEW YORK PLAN m WOVEN WIRE FENCE(MIN.14 ry W GAUGE TEST HOLE DATA- COYER LOCKING CASTING ry /MAX.6'MESH MAP REFERENCES TO GRADE TO GRADE SPACING) IF DROP'T BY: R.STROU IL P.E.L.S.DATE 03-25-2021 I FINISHED GRADE 0'-9'TOPSOIL 1O'MAX 1. SURVEY MAP PREPARED FOR CHARLES T.WILMERDING&ANNE s CHIMNEY 9°-36'SANDY SUBSOIL CENTER P.WILBERDING,BLOCK 26-LOT 7,FISHERS ISLAND,NEW YORK, N's_ RE MESH TD CENTER 36'MIN.LENGTH SCALE: 1'=50',DATE 8/30/2005,BY CME ASSOCIATES • 4- 36'-17'POORLY GRADED SAND SP I FENCE P05T5 3 N' W BE OW ELEVA7IONR 36 INTO WATER NTO�GROUN016° ENGINEERING,LAND SURVEYING&ARCHITECTURE,PLLC INLET 4'VENT 1 4- OUTLET /� III dQTEiL LIWIO LEVEL 91. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE c0xnNuous xor 1'e `ET I INDICATED HEREON.ANY EXTENSION OF THE USE BEYOND THE ASPHALT SEAL II9DPVC ,I = HE CI1� PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE ENGAGEMENT. I uiniciOR -Te'MIN. 2, IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY 0+� PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED 3- /CROSS SECTION F"/ �Dy 6'MIN. LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY. 20 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND PERSPECTIVE NEW SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF THE LAND SURVEYOR. WOVEN WIRE FENCE(MIN.14 4. COORDINATE DISTANCES ARE MEASURED FROM U.S.COAST AND 2 COMPARTMENT m /2 GAUGE W/MAX 6'MESH II GEODETIC SURVEY TRIANGULATION STATION'CHOCOMOUNT 2' SEPTIC TANK G SPACING)WTH FILTER CLOTH NOT TO SCALE ESI 4�1 N/F 5. SITE IS IN THE TOWN OF SOUTHOLD.SUFFOLK COUNTY TAX MAP °•`r"�r'""r'rA"I ar"'mM, 36'MIN.FENCE POST 1000,SECTION 003,BLOCK 5,LOT 3. •Lwm°�'01wv.�x.AarmnuLs 14 1TIMOTHY & TARA MADDEN -- IRON �l0• UNDISTURBED --- -- PIPe A�A�G� BLOCK 26 — LOT 7 Ro«s m SINGLE FAMILY RESIDENCE FLOW- I GRWNO 6. TOTAL AREA=2.641 ACRES(115,0621 S.F.). uRw� %7g"fA C�'�(TYP-) �i MUNICIPAL WATER 7. SITE IS LOCATED IN ZONING DISTRICT R-120. 4r OMITS OF PROVIDE 2 / ON SITE SEPTIC SYSTEM COMPACTED SOIL CLEARING Q LEACHING POCS 1 EMBED ALTER CLOTH ( a B. BASE FOR ELEVATIONS-NAVDBB \ �ORNL) / I A MIN.OF 6°IN GROUND 9. PERCENT OF LOT COVERAGE-PROPOSED-3.2% -' EXPANSION AREA, Ag \ ( cK SECTION DN Ew N/F \ Sp 'B A8 � / P ;e) SEPTIC sYsiEA DESIGN FOR 4 BEDROOM RESIDENCE 'PROVIDE REMOVE DECK CONSTRUCTION SPECIFICATIONS PROVIDE 4'C.I.PIPE FROM CRAWL SPACE TO CLEAN-WT.LOCATE CLEAN-OUT V THOMAS TAMONEY s- mSTROUmXa ti/ / ,\ FROM FOUNDATION WALL SINGLE FAMILY RESIDENCE BOX(SEE DETNL) �/ C 1.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POS S W H PROVIDE 1500 GALLON SEPTIC TANK-INLET INVERT-52.0 m ° DECK .T PROVIDE 1 DISTRIBUTION BOX-INLET ELEVATION-51.0 52 )/ \ PROPOSED WIRE RES OR STAPLES,POSTS SHALL BE STEEL EITHER Y OR'U'TYPE PROVIDE 2 LEACHING POOLS-INLET ELEVATION-50.5 MUNICIPAL WATER \ _ SCREENED OR HARDWOOD. rev 1 PORCH EXISTING SEPTIC SYSTEM TO BE PUMPED AND REMOVED.PROVIDE FORM WWM-080 ON SITE SEPTIC SYSTEM I PROVIDE MAPLE, H��/ / .DI 2.FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE 147TH MAINTSILT AIN TI� — gA \ I RES WI SPACED EVERY 24'AT TCP AND MID SECTION,FENCE SHALL BE YNVEK RE,6'MAXIMUM MESH OPENING. y 1 Exisnn G 2 ` 3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY AREA OE ` STORY-3 �-I / SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED,FILTER CLOTH _ AREA ` �, BEDSHALL BE EITHER FILTER X,MIRAR 100X,STASILNKA T14ON,OR APPROVED £ PROVIDE E SED 1 RESIDENCE 51 1 / EQUIVALENT. SEPTIC TANK SEE DETAIL l(o, AOODION W/1 (TO REMAIN) �' REMOVE GRAVEL'Y. \ ( �� V, DNAL 1 ) PARKING-LOAM 4.PREFABRICATED UNITS SHALL BE GEOFAB.ENVIROFENCE.OR APPROVED ` , 'DAR FINISHED _MT Sg 11 �SEED EQUIVALENT. GRADE $' = FF-58.0&6 X N=D c,. ` �(1�V O LOCATION OF EXISTING I1 g 1 5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL � Q Cp9C0�rO Q SEPTIC SYSTEMA- EXISTING REMOVED WHEN'BULGES"DEVELOP IN THE SILT FENCE. Q (Ss'',% FM FARILTER FAB N pUMP AND REMOVE FROM SITE- �a`r 1J �� •AY' `F w Ka J�^x� FILTER FABRIC PROWOE FORM WNNz I a 1-� GRFOi—��L II � WATER SERVICE PROVIDE DRY WELLS /= ., o FOR ROOF DRAINAGE j I 1 Nuj SI MtI 1lR l JAWBy We 3/4'STONE TO (TYPJ-J(ORY -` 1 OX48' oYq SEE DETA0.) O y V� MAPLE P E%TEND Ta PROVIDE 145'LONG X 2'WOE STONE g crop J FINISHED GRADE FILLED TRENCH FOR DRIVEWAY f 71 ,' / MAPLE 1.� 1 �� c -J a O 25' DRAINAGE(SEE DETAIL) UNITS OF //7,. (1.//25 EXISTING Q DISTURBANCE ! / /T STORAGE n 19.8005 S.F. / TO REMAIN O I ' /' ❑ \ (DRY BUILDING) o i I /' / �O�� Q- STACIN 2e• ,moi( I U� PROVIDE NEW 2a' STONE DRIVE 1 y i ` FEI iYP AND PARAREA.KING \vv V �/ ISLAND 12* APED HERRY �C TRENCH DRAIN CROSS SECTION I�oMDE \ \! CONSTRUCTION ENTRANCE aP NTS 7 CONCRETE A NOT TO SCALE UI STRU NO �9�mIR Roo•IE4DA g (SEE DETAIL) d / ( �TTN1M DRAINAGE CALCULATIONS a L`M10'a 4, ROOF AREA-2,650 SF PROPOSED ADDITION � IRON R�21IeJ L°E �-„- PIPE 6-WATER MAN W w w °"` -°• AND SEPTIC SYSTEM 258.52' S 8710'w ti \ W W • REQUIRED=2,830 SF SF%2/12=47S OFLEGENUPGRADE --}-�' - I I W 5787.848 DRY WELLS —(1 r m elomo A4P uta PROPERTY UNE n n _ter w o R rP F)( 475 OF EE(3) CF/VE'=16.0 VF ABUTTERS EDGEOF UNE i I I mTER rWAnc (x¢N.°ix•R-aTrr7 ax Ew.L USE THREE(3)-6'0 X 8'-DEEP DRY WELLS. F PAVEMENT -- I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL CEDAR RIDGE = Le EDGE OF GRAVEL ----- - Designed By. Drawn By: Checked By: NEW DRIVEWAY AREA 3,370 SF ---- -- AND CONSTRUCTION OF SUBSURFACE SEWAGE REWIRED-3.370 SF X 1.0 X 2/12=562 OF EXISTING CONTOUR -- 60--- RHS ZBC CEURHS DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCE ' �I v )° - AND WILL ABIDE BY THE CONDITIONS SET FORTH 0 0 0 o m 562 ID/4.5 CF/LF STONE LF PROPOSED CONTOUR 60 �— Issue Gate: Prc LINO: Stale: PROVIDE 145 FEET OF STONE FILLED TRENCH TREE UNE m sati As o e m 04107)2021 089038 1'=3O 0 0 o m NOW OR roRNERLY NIF Ei THEREIN AND ON THE PERMIT TO CONSTRUCT. s. - I•smrew ° s� sow m4L¢ m o BOUNDARY POINT O SOL CLASSIFICATIONS APPLICANT cTew..YlA DRVwE3r DET n t530 Drawing N.,heetl very atony Aontly loom-e-158 dopes ROC-River Hort scME GRAPHIC SCALE IN FEET SHEET 1 OF 1 x RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 U OF THE TOWN CODE, U W SHEET DESCRIPTION APPROVED AS NOTED TRZlSS PLACARDIh3 REQUIRED DATE:-` B.P.# Jf3 A001 TITLE SHEET FEE n BY: A002 GENERAL NOTES NOTIFY BUILDING DEPARTMENT AT 765-1802 SAM TO 4 PM FOR THE A031 GROUND FLOOR PLAN - DEMOLITION PLAN FOLLOWING INSPECTIONS:y�y. �yY� 1. FOUNDATION - '�TV►If1 REQUIRED A032 SECOND FLOOR PLAN - DEMOLITION PLAN z FOR POURED CONCRI TE z Al 01 GROUND FLOOR PLAN - CONSTRUCTION PLAN ____._. 2. ROUGH - FRAMING & PLUMBING Al 02 SECOND FLOOR PLAN - CONSTRUCTION PLAN 3. INSULATION N PLUMBER CERTIFICATION 4. FINAL - CONSTRUCTION MUST A201 EXTERIOR ELEVATIONS o BE COMPLETE FOR C.O. ON LEAD �F OCCUPON Y ALL CONSTRUCTION SHALL MEET THE A202 EXTERIOR ELEVATIONS CERTIFICATEREQUIREMENTS OF THE CODES OF NEW A203 EXTERIOR ELEVATIONS SOLDER USED IN WATER YORK STATE. NOT RESPONSIBLE FOR A204 EXTERIOR ELEVATIONS SUPPLY SYSTEM CANNOT DESIGN OR CONSTRUCTION ERRORS. A205 EXTERIOR ELEVATIONS EXCEED 2/10 OF 1% LEAD. A206 EXTERIOR ELEVATIONS A207 EXTERIOR ELEVATIONS A208 EXTERIOR ELEVATIONS AU exteriorllghtinC OCCUPANCY 0IR installed,replaced or A401 BUILDING SECTIONS repaired shall confor USE �S Ui� A� �Ul A431 CONSTRUCTION DETAILS to Chapter 172 V',,11THOUT CE11T6F ICATE A432 CONSTRUCTION DETAILS of the Town code OF OCCUPANICY A501 EXTERIOR WINDOW-DOOR SCHEDULE Must provide Manuals A502 EXTERIOR WINDOW-DOOR SCHEDULE D 3 and S as per A503 EXTERIOR WINDOW-DOOR SCHEDULE NYS Energy odeG ,('pp P ,,.PLY V1.:-, U :^.(_L CO`)FS OF NF-14 ST;° c . _A' `N CODE" E101 ELECTRICAL PLAN �� P101 PLUMBING AND GAS RISER DIAGRAMS .�-..,NL71T(ONS Blower door AS REQUIRE ANS, ',. and ductwork SOUTHOLD TOV,/N Z8A testing required. SOUTHOLD TOWN PLANNING BOARD SOUTHOLD TOWN TRUSTEES N-'i'.S.DEC PERMIT SET 06.18.21 WILMERDING HOUSE 1301 C EDAR RIDGE,FISHERS ISLAND,NEW YORK 06390 ��D ARC Cb J E D. �2 cS' ryo 1% Q� 29A� yo .OF NE`s KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX.(775)582-1736 E P E" 0 U 001- VV L M E R D N RM T 1p"6E x TAX MAP NO . 1000, SECTION 003, BLOCK 5, LOT 3 N N 1301 CEDAR RIDGE, FISHERS ISLAND, NEW YORK 06390 TITLE SHEET W DISTRICT R- 120 W A-001 PROJECT: 341 GENERAL NOTES CODE ANALYSIS a a 1. PROPER PERMITS SHALL BE OBTAINED FROM THE SOUTHOLD DEPT OF BUILDINGS FOR WORK SHOWN. WILMERDING HOUSE - FISHERS ISLAND w 2. ALL PLUMBING WORK SHALL BE PERFORMED BY PLUMBERS LICENSED IN NY, AND SHALL CONFORM TO THE BUILDING USE/OCUPANCY: R3 (SINGLE FAMILY) TABLE R301.2(1) CODE OF NEW YORK STATE. RIDGE: EXISTING TO REMAIN CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA TYPE OF CONSTRUCTION: TYPE 5 3. ALL ELECTRICAL WORK SHALL BE PERFORMED BY ELECTRICIANS LICENSED IN NY, AND SHALL CONFORM TO THE DESIGN CRITERIA: PRESCRIPTIVE Ground Seismic SUBJECT TO DAMAGE FROM Winter Iceshield ¢ BUILDING CODE OF NEW YORK STATE. FRAMING MATERIAL: DOUGLAS FIR #2 Snow Wind Speed Design Frost Line Design Underlay Flood Load (MPH) Category Weathering Depth Termite Decay Temp Required? Hazard 4. CONTRACTOR SHALL OBTAIN A COMMERCIAL GENERAL LIABILITY INSURANCE POLICIE, IN THE AMOUNT OF $2,000,000, THIS BUILDING IS DESIGNED TO MEET ALL OF THE REQUIREMENTS OF THE BUILDING CODE OF THE STATE OF NEW Moderate Slight to AND WORKMEN'S COMP. AND EMPLOYEES' LIABILITY INSURANCE COVERING ALL EMPLOYEES OF CONTRACTORS AND YORK. THE WOOD FRAMED STRUCTURE HAS BEEN DESIGNED TO THE SPECIFICATIONS SET FORTH IN THE WOOD 45 1 130 B Severe 36" to Heavy Moderate 11B Yes N/A x SUBCONTRACTORS. FRAME CONSTRUCTION MANUAL (WFCM) HIGH WIND ADDITION FOR 130 MPH WIND SPEED CATEGORY. H 5. SMOKE DETECTORS ARE REQUIRED. ALL DETECTORS ARE TO BE COMBINATION SMOKE AND CARBON MONOXIDE AND SMOKE ALARMS PROVIDED AS PER NFPA 72 - SECTION R 317.1. TABLE 402.1.1 z SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. REVIEW ALL LOCATIONS WITH ARCHITECT PRIOR TO z INSTALATION. LATERAL FRAMING AND SHEAR CONNECTIONS: INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT ALL LATERAL FRAMING AND SHEAR CONNECTIONS FOR THE ROOF ASSEMBLY ARE TO BE MADE IN ACCORDANCE 6. ALL REQUIRED PERMITS SHALL BE OBTAINED, AND THE GENERAL CONTRACTOR SHALL ARRANGE FOR AND OBTAIN ALL WITH TABLE 3.1 OF THE W.F.C.M. THIS NAILING SCHEDULE SHOWN BELOW IS THAT SCHEDULE WITH ALL VALUES CRAWL o INCLUDED. CLIMATE FENESTRATION SKYLIGHT CEILING WOOD-FRAME MASS FLOOR BASEMENT SLAB O REQUIRED INSPECTIONS AND SIGN OFFS. ZONE U-FACTOR U-FACTOR R-VALUE WALL WALL R-VALUE WALL R-VALUE, SPACE 7. AT THE COMPLETION OF WORK THE CONTRACTOR SHALL HAVE ALL WORK INSPECTED BY THE BUILDING DEPARTMENT UPLIFT CONNECTIONS: R-VALUE R-VALUE R-VALUE DEPTH WALL R-VALUE AND SHALL FILE AND OBTAIN A CERTIFICATE OF OCCUPANCY. ALL ROOF TO WALL, WALL TO WALL, AND WALL TO FOUNDATION CONNECTIONS MEET OR EXCEED THE REQUIREMENTS FROM TABLE 3.313 OR 3.3 IN THE W.F.C.M. n e CONSTRUCTION NOTES 1. CONNECTORS SPECIFICATIONS EXCEED THE UPLIFT LOAD, LATERAL LOAD, AND SHEAR LOAD REQUIREMENTS 4 0.32 0.55 49 20 8/13 19 10/13 10, 2ft 10/13 SPECIFIED IN TABLE 3.3. 1. ALL WORK PERFORMED, INCLUDING MATERIALS FURNISHED, WORKMANSHIP, MEANS AND METHODS OF 2. ANY CONNECTION, ROOF TO WALL, WALL TO WALL, AND WALL TO FOUNDATION, THAT IS NOT MADE WITH AN CONSTRUCTION SHALL CONFORM TO THE APPLICABLE AND LATEST REQUIREMENTS OF THE BUILDING CODE OF NEW ENGINEERED CONNECTOR, MUST BE NAILED IN ACCORDANCE WITH THE NAIL SCHEDULE. YORK STATE, ANY FIRE DEPARTMENT REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND GENERAL CONDITIONS RAFTER/TOP PLATE CONNECTORS: AIA DOCUMENT #A201, (OR APPLICABLE AGREEMENT). SIMPSON H10 OR H2.5A HURRICANE CLIPS SHALL BE PLACED AT ALL ROOF RAFTER TO TOP PLATE CONNECTOR SPECIFICATION: 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF INSURANCE WITH THE CONNECTIONS WITHIN 6 FT. OF ALL BUILDING CORNERS. H10 OR H2.5A CLIPS SHALL BE BUILDING DEPARTMENT OF SOUTHOLD, OBTAIN ALL REQUIRED PERMITS, AND PAY ALL FEES REQUIRED BY THE INSTALLED AT ALL OTHER RAFTERS. ALTERNATE CONNECTORS SHALL HAVE 450 LB. UPLIFT CAPACITY RIDGE SIMPSON LSTA 24 ® 16 O.C. GOVERNING AGENCIES. AND 100 LB. LATERAL CAPACITY PARALLEL TO WALL. 3. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY THAT ALL EXISTING CONDITIONS AGREE WITH INFORMATION RIDGE STRAPS: HIP RAFTER SIMPSON LSTA 24 ® 16 O.C. SHOWN ON THE DRAWINGS. ANY CONFLICTS, OMISSIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING RAFTERS. RIDGE STRAP CONNECTIONS MEET THE ATTENTION OF THE ARCHITECT AND OWNER FOR RESOLUTION PRIOR TO COMMENCEMENT OF ANY WORK. NO REQUIREMENTS GIVEN IN TABLE 3.4 OF THE W.F.C.M. RAFTER TO STUD/TOP PLATES HTS 28 ® 16 O.C. ALLOWANCES WILL SUBSEQUENTLY BE MADE ON CONTRACTOR'S BEHALF FOR ANY ADDITIONAL EXPENSES WHICH OVERTURNING RESISTANCE: ARE INCURRED DUE TO NEGLECT OR WHICH COULD HAVE BEEN REASONABLY FORESEEN BY PRIOR INSPECTION OF SHEARWALL HOLDOWN ANCHORS SHALL BE PLACED AT BUILDING CORNERS OR ADJACENT TO WINDOW OR (DOOR OPENINGS. RAFTER TO HEADER HTS 28 ® 16 O.C. EXISTING CONDITIONS. A MINIMUM OF A DOUBLE 2x STUD SHALL BE PLACED AT ALL ANCHOR LOCATIONS UNLESS OTHERWISE NOTED. HOLDOWN STRAPS BETWEEN WOOD POSTS SHALL BE INSTALLED ACROSS FLOOR FRAMING WITH HALF OF SPECIFIED HEADER TO JACK STUD LSAT 18 - 2.5 FT 4. PRIOR TO COMMENCING WORK, ORDERING OF MATERIALS AND SHOP FABRICATION OF ANY MATERIALS, THE FASTENERS TO EACH POST. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AS INDICATED ON THE DRAWINGS AND SHALL REPORT ANY BUILT-UP POST PLIES SHALL BE FASTENED TOGETHER W/ (2) ROWS OF 16D COMMON NAILS ® 6" O.C. MIN. U.O.N. DISCREPANCIES TO THE ARCHITECT AND OWNER FOR RESOLUTION. INSTALL CONCRETE ANCHOR BOLTS W/ 2" EDGE & 5" END DISTANCE MINIMUM FROM CONCRETE FACE U.O.N. LSAT 30 - 3 FT 5. DRAWINGS INDICATE LOCATION, DIMENSIONS, REFERENCE, AND TYPICAL DETAILS FOR CONSTRUCTION. MINOR DETAILS PROVIDE HEAVY WASHER & TWO NUTS AT EMBEDDED END OF THREADED ROD ANCHOR BOLTS. EMBEDMENT LENGTH SHALL NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK BE MEASURED FROM TOP OF FDN. WALL OR FOOTING TO WASHER. EXTEND ANCHOR BOLTS THRU FLOOR FRAMING SPACE MSTI 48 - 10 FT SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. FOR CONDITIONS NOT ILLUSTRATED, NOTIFY WITH COUPLER NUT AND THREADED ROD AS REQUIRED. THE ARCHITECT AND OWNER FOR CLARIFICATION AND/OR SIMILAR DETAIL. ROOF SHEATHING: MSTI 72 - 16 FT 6. CONTRACTOR TO INSPECT AT TIME OF DELIVERY ALL FIXTURES PROVIDED BY TENANT TO INSURE PROPER IN THE 4' PERIMETER EDGE ZONE OF ALL ROOF AREAS, 8D COMMON NAILS WILL BE SPACED 6" O.C. AT PANEL 2ND FLOOR STUD TO 1ST FLOOR STUD SIMPSON LSTA 36 @ 16 O.C. QUANTITY, THAT ITEMS ARE DEFECT FREE, AND MATCH INVOICE. CONTRACTOR TO BE RESPONSIBLE FOR EDGES AND 12 AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD. IN THE INTERIOR ZONES, 8D COMMON NAILS INSTALLATION, WHICH MAY INCLUDE BLOCKING, SHIMMING, ETC. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY SHALL BE SPACED IN THE SAME MANNER: 6" SPACING AT PANEL EDGES AND 12" SPACING AT INTERMEDIATE SUPPORTS. THESE PATTERNS MEET THE REQUIREMENTS OF THE 130 MILE PER HOUR WIND SPEEDS ON TABLE 3.8 STUD TO SILL SIMPSON LSTA 36 ® 16 O.C. TO COORDINATE ALL ITEMS SUPPLIED BY TENANT'S VENDORS AND TO VERIFY THAT ALL MATERIALS RECEIVED ARE OF THE W.F.C.M. IN ACCORDANCE WITH THE SPEC. HEREIN. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL INSTALLATIONS, CONDITIONS, MATERIALS WALL SHEATHING: AND FINISHES WITHIN THE PROPOSED CONSTRUCTION AREA AND ALL ADJOINING PROPERTY AFFECTED BY SHEATHING SHALL CONFORM TO APA DOC PS2 GRADING CRITERIA. EXTERIOR PLYWOOD SHALL BE EXTERIOR GRADE CONTRACTOR'S OPERATIONS. EXPOSURE 1. 10d SHEATHING NAILS SHALL BE COMMONS OR GALVANIZED BOX AND 2Y" LONG MIN. WALL SHEATHING ATTACHMENT FOR ALL EXTERIOR WALLS AND ALL INTERIOR SHEER WALLS SHALL BE 4" O.C. AT 8. CONTRACTOR SHALL EMPLOY ADEQUATE NUMBER OF SKILLED WORKERS WHO ARE THOROUGHLY TRAINED AND PANEL EDGES AND 8" O.C. AT INTERMEDIATE SUPPORTS IN THE PANEL. NAILING SCHEDULE: (FROM WFCM) EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED SHEATHING PANELS SHALL BE APPLIED HORIZONTALLY WITH BLOCKED PANEL EDGES UNLESS VERTICAL SHEATHING REQUIREMENTS AND METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK. ALL WORK SHALL BE PANELS CAN BE APPLIED IN ONE PIECE BETWEEN TOP AND BOTTOM WALL PLATES. PERFORMED BY DULY LICENSED PROFESSIONALS AND AS REQUIRED BY STATE AND LOCAL GOVERNMENTS FOR PANEL EDGE BLOCKING SHALL BE ONE PIECE WITH MINIMUM THICKNESS INSTALLED TO JOIN PANEL EDGES. EACH APPLICABLE TRADE, (PLUMBING, ELECTRICAL, ETC), WHO SHALL ARRANGE FOR AND OBTAIN REQUIRED HORIZONTAL BLOCK DIMENSION SHALL MATCH WALL THICKNESS. INSPECTIONS AND SIGN OFFS. SHEARWALL SHEATHING REQUIREMENTS SHALL EXTEND TO EAVE. JOINT DESCRIPTION NUMBER-TYPE OF NAILS NAIL SPACING 9. THESE DRAWINGS ARE DIVIDED INTO SECTIONS FOR CONVENIENCE ONLY. CONTRACTOR, SUBCONTRACTORS, FLOOR JOIST BRIDGING: VENDORS AND MATERIAL SUPPLIERS SHALL REFER TO ALL RELEVANT SECTIONS IN BIDDING AND PERFORMING BRIDGING SHALL BE INSTALLED IN ALL FLOOR FRAMING SYSTEMS BETWEEN JOISTS AT 6 FOOT INTERVALS. RAFTER TO TOP PLATE (TOE-NIALED) 6-8d PER RAFTER PERMIT SET 06.18.21 THEIR WORK AND SHALL BE RESPONSIBLE FOR ALL ASPECTS OF THEIR WORK REGARDLESS OF WHERE THE FLOOR DIAPHRAGM BRACING: INFORMATION OCCURS ON THE DRAWINGS. BLOCKING AND CONNECTIONS SHALL BE PROVIDED, AT PANEL EDGES PERPENDICULAR TO FLOOR FRAMING CEILING JOIST TO TOP PLATE (TOE-NIALED) 6-8d PER JOIST 10. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK OF ALL TRADES AND SHALL PROVIDE ALL MEMBERS IN THE FIRST TWO BAYS OF FRAMING, AND SHALL BE SPACED AT A MAXIMUM OF 4' O.C.. DIMENSIONS REQUIRED FOR OTHER TRADES. SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 8-16d EACH LAP THEIR WORK WITH THE WORK OF OTHERS, AND SHALL VERIFYADEQUATEAT ANY PRIOR TORK RELATING COMMENCING THEIR WORKTHEM . MUST BE WOOD OW00DDFRAMING IS DOUGLAS FIR #2. EXTERIOR WALLS ARE 2X6 FRAMED WALLS WITH 3/4" INCH PLYWOOD. CEILING JOIST LAPS OVER PARTITIONS FACE-NAILED 8-16d EACH WILMERDING HOUSE PROVIDED BY OTHERS, HAS BEEN COMPLETED AND IS ADEQ ( ) LAP INTERIOR WALLS, UNLESS NOTED OTHERWISE ARE FRAMED WITH 2X4S. AT ALL CORNERS, A MINIMUM OF THREE 1301 CEDAR RIDGE,FISHERS ISLAND,NEW YORK 06390 11. CONTRACTOR SHALL PROVIDE STRUCTURAL BACKING/BLOCKING FOR ALL WALL MOUNTED FIXTURES, FINISHES, AND STUDS SHALL BE USED IN ALL WALLS. COLLAR TIE TO RAFTER (FACE-NAILED) 8-8d PER TIE EQUIPMENT, AND FOR ALL HANGING FIXTURES, BLINDS, ETC. TOP PLATES: 12. CONTRACTOR SHALL INSTALL ALL MATERIALS AND EQUIPMENT AS PER MANUFACTURER'S WRITTEN INSTRUCTIONS DOUBLE TOP PLATES SHALL BE PROVIDED AT THE TOP OF ALL INTERIOR AND EXTERIOR LOAD BEARING WALLS. BLOCKING TO RAFTER (TOE-NAILED) 3-8d EACHEND AND/GR RECOMMENDATIONS. THE DOUBLE PLATES SHALL OVERLAP AT CORNERS AND AT INTERSECTIONS WITH OTHER EYTERIOR OR INTERIOR LOAD BEARING WALLS. RIM JOIST TO RAFTER (END-NAILED) 3-16d EACH END 13. CONTRACTOR SHALL AT ALL TIMES DURING THE COURSE OF THE CONTRACT KEEP THE ADJOINING PREMISES, 9�ED APP? INCLUDING STREETS AND OTHER AREAS ASSIGNED TO, OR USED BY THE CONTRACTOR, FREE FROM TOP PLATE TO TOP PLATE (FACE-NAILED) 3-16d PER FOOT ACCUMULATIONS OF WASTE MATERIALS AND RUBBISH CAUSED BY CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS OR Z THEIR WORK. TOP PLATES AT INTERSECTION (FACE-NAILED) 6-16d JOISTS - EACH SIDE 14. CONTRACTOR SHALL BE RESPONSIBLE TO RECEIVE AND SAFELY STORE THE OWNERS SUPPLIED ITEMS AND ar DISPOSE OF ANY RESULTING TRASH. STUD TO STUD (FACE-NAILED) 3-16d 24" O.C. 'y 29A�� OQ 15. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL TRADES PRIOR TO INSTALLATION, AND SAMPLES OF ALL LEGEND rF.OF NE`s' MATERIALS AND COLOR/FINISHES FOR ARCHITECT AND OWNER'S APPROVAL. CONTRACTOR SHALL PROVIDE TIMELY HEADER TO HEADER (FACE-NAILED) 2-16d 16" O.C. ALONG EDGES AND COMPLETE DATA ON ANY DEVIATION/SUBSTITUTION FROM CONTRACT DOCUMENTS. - - PROPERTY LINE 1 PARTITION TYPE TOP OR BOTTOM PLATE TO STUD (END-NAILED) 3-16d PER 2X 4 STUD 16. CONTRACTOR TO VERIFY ALL FIXTURE COUNTS, AS APPLICABLE TO THEIR CONTRACT, WITH OWNER. 17. CONTRACTOR SHALL BE RESPONSIBLE FOR CLOSEOUT, PRIOR TO FINAL PAYMENT, INCORPORATING ALL STANDARD CL----- CENTER LINE 5-16d PER 2 X 6 STUD GUARANTIES AND WARRANTIES AND ORIGINALS OF ALL APPLICABLE CERTIFICATES OF TESTING AND INSPECTION. 6-16d PER 2 X 8 STUD KINLIN RUTHERFURD ARCHITECTS, PLLC COORDINATE WITH OWNER. - HIDDEN, FUTURE, OR EXISTING CONSTRUCTION 01 BOTTOM PLATE TO FLOOR, BAND, END, RIM JOIST OR330 18. CONTRACTOR TO PROVIDE COPIES OF AS BUILT INFORMATION, OPERATION AND MAINTENANCE MANUALS, INCLUDING DETAIL REFERENCE NEW YORK,NEW TRK100ITE1006 FAX:(775)582-2988 ALL PRODUCT GUARANTIES AND WARRANTIES TO THE CLIENT. A401 BLOCKING (FACE-NAILED) 3-16d (1,2) PER FOOT NEW YORK,NEW YORK 10018 FAX:(775)582-1736 19 CONTRACTOR TO PROVIDE A TELEPHONE AND FAX MACHINE ON SITE FROM THE FIRST DAY Oi CONSTRUCTION102 EXTERIOR DOOR TAG JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 6-8d PER JOIST UNTIL COMPLETION, A JOB FORMAN OR PERSON IN CHARGE MUST BE ASSIGNED, AND THE APPROPRIATE NUMBERS GIVEN TO KINLIN RUTHERFURD ARCHITECTS PLLC. 01 SECTION REFERENCE BRIDGING TO JOIST (TOE-NAILED) 3-8d EACH END 20. SHOP DRAWINGS ARE REQUIRED AND MUST BE REVIEWED AND APPROVED BY THE ARCHITECT PRIOIR TO ORDERING A21 1 WINDOW TAG BLOCKING TO JOIST (TOE-NAILED) 3-8d EACH END OR MANUFACTURING ANY PORTION OF THE PROJECT WHERE SUCH DRAWINGS ARE NECESSARY. THESE DRAWINGS 102 ARE NECESSARY FOR ANY COMPONENT OF THE PROJECT BUILT OFF SITE AND DEDLIVERED TO THE SITE AND INCLUDES BUT IS NOT LIMITED TO CABINETS, WINDOWS, DOORS, ENGINEERED TRUSS FLOORING OR WALL SYSTEMS, ELEVATION TAG BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 5-16d EACH BLOCK HVAC DUCTWORK ECT. CK) INTERIOR DOOR TAG ( ) 21. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB. THE LEDGER STRIP TO BEAM FACE-NAILED 5-16d EACH JOIST ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE 01/A-201 JOIST ON LEDGER TO BEAM (TOE-NAILED) 5-8d PER JOIST GENERAL NOTES N DRAWINGS. EXTERIOR ELEVATION w 22. ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED INTO THE WORK SHALL BE IN STRCT ACCORDANCE RIM JOIST TO JOIST (TOE-NAILED) 5-16d LTJ WITH THE LATEST EDITION OF THE ASTM SPECIFICATION, APPLICABLE, AND CONFORM TO THE STANDARDS AND CD_4� REVISION CLOUD PER JOIST RECOMMENDATIONS OF THE VARIOUS TRADE INSTITUTES WHERE APPLICABLE. ALL MATERIALS INCORPORATED INTO 01 RIM JOIST TO SILL OR TOP PLATE (TOE-NAILED) 3-16d (1) PER FOOT ¢ THE WORK SHALL BE NEW. zNOTE: FOR ALL FRAMING CONNECTIONS WHERE A NAILING SPECIFICATION IS NOT GIVEN ON AN ENGINEERING DRAWING A-002 � 23. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR SUPERVISION AND ASSUMES ALL RESPONSIBILITY FOR THE WORK 04 SHEET 02 INTERIOR ELEVATIONS C BEING DONE. 1:1 WALL SHINGLE PROJECT: 341 24. ALL BUILDING LOT LINES, AND GRADES SHALL BE LAID OUT BY A LICENSED SURVEYOR. 03 U a DEMOLITION LEGEND EXISTING WALLS �W TO REMAIN EXISTING WALLS U TO BE DEMOLISHED d I — W _ I N O N I I � I REMOVE EXISTING DECK AND GAZEBO/PORCH STRUCTURES AS SHOWN I I ALL EXISTING EXTERIOR DOORS AND WINDOWS ARE TO BE REPLACED IN EXISTING OPENINGS, NO MODIFICATION TO EXISTING OPENINGS, UNLESS OTHERWISE NOTED 10 I � � _ LIBRARY I � I � VIII I I � I �I I I I LIVING ROOM DINING ROOM III 1 1 I I REMOVE EXISTING DOOR/WINDOW UNIT TO ACCOMMODATE NEW DOOR UNIT 1 REMOVE EXISTING WINDOW AND PARTIAL WALL \ /� I PERMIT SET 06.18.21 TO ACCOMMODATE NEW CONNECTING POCKET DOOR ' WILMERDING HOUSE �/ ❑ 1301 CEDAR RIDGE,FISHERS ISLAND,NEW YORK 06390 I ST I BATH 0 I I KITCHEN / — </l - --❑ - - -d / ENTRY 1 C / REMOVE EXISTING DOOR TO ACCOMMODATE NEW WINDOW \ I I I ____--REMOVE WALL TO ACCOMMODATE D ARcyi / NEW WINDOW �� G� 0• ffj stn 0 REMOVE ALL EXISITNG CL I I KITCHEN APPLIANCES —I REMOVE ALL EXISITNG 4�1 Q FITTINGS BANG FIXTURES & yTFO - -_ —_ fiNE REMOVE EXISTING KITCHEN CABINETRY REMOVE EXISTING WINDOW AND PORTION OF WALL TO ACCOMMODATE NEW DOOR UNIT KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 N N N GROUND FLOOR PLAN W DEMOLITION PLAN W 01 GROUND FLOOR PLAN W d A-031. PROJECT: 341 U W W a DE.MOLITION LEGEND U H EXISTING WALLS U TO REMAIN n4EXISTING WALLS d C- TO BE DEMOLISHED W CG z z N O N EXISTING WINDOW OPENING IS TO BE MODIFIED AS NEEDED TO ACCOMMODATE NEW SCREENED PORCH ROOF. NEW REPLACEMENT WINDOW TO BE ORDERED ACCORDINGLY. ALL EXISTING EXTERIOR DOORS AND WINDOWS ARE TO BE REPLACED IN EXISTING OPENINGS, NO MODIFICATION TO EXISTING OPEN NG UNLESS OTHERWISE NOTED CL CL CL � III BEDROOM 2 III MASTER BEDROOM III III CL III \ III PERMIT SET 06.18.21 III WILMERDING HOUSE III MASTER BATH 1301 CEDAR RIDGE,FISHERS ISLAND,NEW YORK 06390 HALL BEDROOM 3 O � III III R '1 ��AED AR III � III GUEST BATH 2 � T ''. 02 A F.OF NE`N y KINLIIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 N x N N SECOND FLOOR PLAN W N W DEMOLITION PLAN 01 SECOND FLOOR PLAN 1 4=1'-0' d A-032 PROJECT: 341 CONSTRUCTION LEGEND TABLE R402.1 .2 NEW CONSTRUCTION INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT U � EXISTING WALLS WF TO REMAIN CRAWL SD SMOKE DETECTOR CLIMATE FENESTRATION SKYLIGHT CEILING WOOD-FRAME MASS FLOOR BASEMENT SLAB SPACE co CARBON MovoxlDE ZONE U-FACTOR U-FACTOR R-VALUE WALL WALL R-VALUE WALL R-VALUE, WALL DETECTOR ® EXHAUST FAN R-VALUE R-VALUE R-VALUE DEPTH R-VALUE HB HOSE BIB 4 0.32 ' 0.55' 49 20 OR 13+5 8/13 19 10/13 10, 2ft 10/13 - - z NEW WINDOWS AND EXTERIOR DOORS NEW REPLACEMENT WINDOWS AND INSTALL NEW UPPER SCREENING ON EAST WALL, o I TO BE INSTALLED IN NEW ADDITION AS SHOWN EXTERIOR DOORS ARE TO BE REFER TO EXTERIOR ELEVATIONS FOR DETAILS I N INSTALLED THROUGHOUT EXISTING I o INSTALL OVAL-SHAPED COFFERED CEILING AS SHOWN HOUSE IN EXISTING OPENINGS. INSTALL NEW SCREENED PORCH AS SHOWN I INSTALL NEW WALLS, DOORS NO MODIFICATION TO OPENINGS AND CABINETRY AS SHOWN UNLESS OTHERWISE NOTED INSTALL NEW STEPS AND DECK AS SHOWN MULTIGLIDE 4-PANEL DOOR I REQUIRES 7j" MIN. JAMB DEPTH I Zg'_1n 1 '-11 MODIFY EXISTING EXTERIOR OPENING TO ACCOMMODATE NEW _ I DOUBLE SLIDING DOORMODIFY I EXISTING IN G TO ACCOMMODATE NEW POCKET I or /// \\\ I � � SCREEN � I PORCH i I r I I ' INSTALL NEW DECK AS SHOWN '' BEDRpoM _ — � 0 INSTALL NEW TWO-SIDED FIREPLACEr / I I 19'-5X4" INSTALL NEW OUTDOOR SHOWER _ I 111 19'-1Y2" 108 107 - I WITH ENCLOSURE AND 1 6 EQ, 112 = 17'-4X2" RO 103 108 STONE PATH AS SHOWN ri ' 1Q5 r I INSTALL NEW SHOWER 113 WITH FRAMELESS GLASS ENCLOSURE o I E115 114 s'-j EQ 109 104 EQ INSTALL NEW FREESTANDING BATHTUB — i+� STUDY 1 I V 4' 0 IM 104 I N 10' 16 1 ' I I -6"A,401 00 I 02 I o � I a u I I III GAME NEW FINIS LIVING ROOM I TABLE LOWER (LOWERGLEVEL) FLOOR ARE I I �_ vsrs _ DINING U OWE R� I MASTS` \ � I 105 I – - -� I N EW OWER L I I I I \ OI $» I I I I I I N \ PERMIT SET 06.18.21 I II 6'-O I co o INSTALL NEW WALL -- \ AS 6'-10X2" SHOWN 1A/ p/� p (� \ �, RELOCATE DOOR AN SHOWN YVILIYIERDINVI HOUSE I W FlNISH FLOOR �'—g" �' " _ NE ��, � 5'—6 �� LOWER s10 6" � � e M S1ER 1 A1AN -�- W1 7 1O W/oP=D°ESKAB ' PKITCHEN Oo 104 1301 CEDR RIDGE,FISHERS ISLAND,NEW YORK 06390 B0'-5" -10SSER NPR 2E I I = OPEN 'Q . (LOWERGLEVE FLOOR e ` 4'—On _ WALK-IN IAgOVE C A\ \ W ELEV. ?` UJ C� I dRESSER CL A " �° \I \I 1 o _- 0 HALL r TV 0 TDOOR -tH I HANGING NEW FlNISH Fl-0°R I I III I I 15'-1X2" j7 ExISnNG FINISH FLOOR R OWER II 1 I NEW FIN I I I A(HIGHER LEVEL) 3" � — FLOOR s = I I HIGHER VEL I � IAV '�- NEW FINISH O 5r-1 4' I DR N4 1 HIGHER LEVEL Il N _ \ \ 1 M 0 � ° I a `a N 1 EF / r � p ACy�>` � P AN ROOM � BROOM MUD I = =o 0n © 2 4' Y ( 101 1 r g» — 101 0 $.. 3'-a'. � � 101 ROOM 122 I - 7 I NHIGNER LEVELOOR ,f1 � 1 1 1 —5» y029�� N �' y0 59.0' I IOF �� ELEV• 4" C 120 14'-64' --- ------ OOR TO !'- � 10 .N 14 1" / \GARDEN \ I °' A401 - -- 15-1 / \ \ i \ I 1 9 3-4n L,/ 1.0 J L 3_4n 14'—a" KINLIN RUTHERFURD ARCHITECTS, PLLC n 330 WEST 38TH STREET,SUITE 1006 TEL'(212)695-2988 i0 4'-2 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 29._1n INSTALL NEW REFRIGERATOR MODIFY AND/OR CREATE NEW INSTALL EXHAUST FAN 5 _ OPENINGS TO ACCOMMODATE INSTALL NEW TOILET INSTALLANDINT-GR DE KITCHENNETRY NEW FENESTRATION IN NEW TV ROOM (FORMER KITCHEN) INSTALL NEW CUSTOM INSTALL NEW GAS RANGE INSTALL NEW OUTDOOR SHOWER DOOR PAINT-GRADE VANITY WITH 2 LAVATORIES 0" INSTALL NEW VENTED RANGE HOOD Al ;STONE PATH AS SHOWN (2) CUSTOM RECESSED MEDICINE CABINETS INSTALL NEW DISHWASHER INSTALL PAINT-GRADE INSTALL NEW SINK N CABINETRY AS SHOWN INSTALL WASHER AND GAS DRYER INSTALL STONE COUNTERTOP AND UPPER CABINETS AS SHOWN N INSTALL CABINETS AS SHOWN GROUND FLOOR PLAN W � N W CONSTRUCTION PLAN O 1 GROUND FLOOR PLAN cna A-101 0 PROJECT: 341 U a CONSTRUCTION LEGEND TABLE R402.1 .2 W NEW CONSTRUCTION INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT x M EXISTING WALLS TO REMAIN CRAWL d SD SMOKE DETECTOR CLIMATE FENESTRATION SKYLIGHT CEILING WOOD—FRAME MASS FLOOR BASEMENT SLAB SPACE co DCARBON ETECTOR MONOXIDE ZONE U—FACTOR U—FACTOR R—VALUE WALL WALL R—VALUE WALL R—VALUE, WALL ® EXHAUST FAN R—VALUE R—VALUE R—VALUE DEPTH R—VALUE HB HOSE BIB 4 0.32 ' 0.55' 49 20 OR 13+5 8/13 19 10/13 10, 2ft 10/13 z z N 0 N 0 CERTAINEED - LANDMARK 50 YR. ARCHITECTURAL GRADE ASPHALT SHINGLES COLOR: WEATHERED WOOD NEW CHIMNEY TO MATCH DETAILS ON EXISTING CHIMNEY 208 201 \ 207 CL CL \ CL I — 205 BEDROOM 2 MASTER BEDROOM r CL 204 PERMIT SET 06.18.21 I WILMERDING HOUSE I_-4–- I I I I MASTER BAT 1301 CEDAR RIDGE,FISHERS ISLAND,NEW YORK 06390 HALL BEDROOM 3 O O ° � 20 O — -pIED ARC,cl m � GUEST BATH 2 J. 023��1 ° OF NE`N 201 202 KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 EXISTING WINDOW OPENING IS TO BE MODIFIED AS NEEDED NEW YORK,NEW YORK 10018 FAX (775)582-1736 TO ACCOMMODATE NEW SCREENED PORCH ROOF. NEW REPLACEMENT WINDOW TO BE ORDERED ACCORDINGLY. NEW REPLACEMENT WINDOWS AND EXTERIOR DOORS ARE TO BE INSTALLED THROUGHOUT EXISTING HOUSE IN EXISTING OPENINGS. NO MODIFICATION TO OPENINGS UNLESS OTHERWISE NOTED N N N W SECOND FLOOR PLAN N CONSTRUCTION PLAN w ' 01 SECOND FLOOR PLAN z A-102 PROJECT: 341 U J a U W E— U D CG - LL. CG W z z N CERTAINTEED - LANDMARK O 50 YR. ARCHITECTURAL GRADE ASPHALT SHINGLES COLOR: WEATHERED WOOD EXISTING ROOF SHINGLES TO BE REPLACED TO MATCH NEW ASPHALT SHINGLES ON NEW ADDITION r PERMIT SET 06.18.21 WILMERDING HOUSE 1301 CEDAR FRIDGE,FISHERS ISLAND,NEW YORK 06390 : tiD ARCM 01 F�F NE`N E i i I i ( , I ! KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695.2988 NEW YORK,NEW YORK 10018 FAX (775)582-1736 NEW CHIMNEY TO MATCH DETAILS ON EXISTING CHIMNEY N cn N w ROOF PLAN N W 01 SECOND FLOOR PLAN x A-103 0 PROJECT: 341 U W W A.. F� U W H U Q Q W x H z z 0 N I �I i PERMIT SET 06.18.21 : WILMERDING HOUSE 1301 CEDAR RIDGE,FISHERS ISLAND,NEW YORK 06390 SECOND FLOOR F.C. ELEV. 19'-0" ARc'�� _ € 2 � Z € � I I S 2�• 029��• Oak I SECOND FLOOR F.F. EL EVA l'-O" € I FF7 I E = I E , KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL.(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 O O LL ENTRY LEVEL F.F. f ELEV. 0'-0" € - _. LIVING RM LEVEL FF. ------------ MV ELEV. -l'-6" - - - - M N N w NORTH ELEVATION N EXISTING w W 01 NORTH ELEVATION x W Q A-201. 1 PROJECT: 341 U I� W 0., E� U W F� x U �G Qd C� W x E~ z z 0 N 0 EXISTING ROOF SHINGLES TO BE REPLACED TO MATCH NEW ASPHALT SHINGLES ON NEW ADDITION MODIFY EXTERIOR TRIM AND VENT GRILLE AS SHOWN ALL NEW TRIM WORK TO BE PAINTED AZEK EXISTING WALL SHINGLES TO BE REPLACED TO MATCH SHINGLES ON NEW ADDITION NEW REPLACEMENT WINDOWS AND EXTERIOR DOORS ARE TO BE INSTALLED THROUGHOUT EXISTING HOUSE IN EXISTING OPENINGS. NO MODIFICATION TO OPENINGS UNLESS OTHERWISE NOTED _—NEW BRICK CHIMNEY TO MATCH EXISTING NEW ANDERSEN WINDOWS AND EXTERIOR DOORS TO BE INSTALLED IN NEW ADDITION. UNSTAINED ALASKAN YELLOW CEDAR SHINGLES WILL BE APPLIED TO ALL EXTERIOR WALLS CERTAINTEED - LANDMARK 50 YR. ARCHITECTURAL GRADE ASPHALT SHINGLES COLOR: WEATHERED WOOD € I PERMIT SET 06.18.21 € WILMERDING HOUSE r r-- ---- 1301 CEDAR RIDGE,FISHERS ISLAND,NEW YORK 06390 I r I SECOND FLOOR F.C. NV ELEV. 19 -0 E r r , I ` i 206 QED ARC I f I i I �( E I .. ,. . 2 7 201 I II �► P I r �. r r„ ti i t i I f 1 , I � � t I ... „ l I� i SECOND ; I ! i FLOOR F.F. D : ( � � L � Az 029 ► ' OQ� VV/ ELEV.1 1'-0" j' F NE 1 i : t 1 , r I € :--------------------- E r I I i 109 _ i : KINLIN RUTHERFURD ARCHITECTS, PLLC j ! 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 I I I I i C, 1) ;: , 113 �1�5 ENTRY LEVEL F.F. _ ELEV. 0'-0" 59.0 WI 104 I I _ it LIVINGXV ELEV. - RM LEVEL F _\— IV ELEV. 56.5 -- m NEW SCREENED PORCH NEW STEPS NEW DECK N N w NORTH ELEVATION N PROPOSED W 01 NORTH ELEVATION W Q A-20 .1.2 PROJECT: 341 U W W p, H U W F� U �G Q W x H R' z z N 0 N I , I I, II tl 1 � i I E I PERMIT SET 06 18 21 I R i WILME , RDING HOUSE 1301 CEDAR RIDGE,FISHERS ISLAND,NEW YORK 06390 , SECOND FLOOR F.C. MV _... ELEV. 19 -0 : R Rchi cicn J <0 mQ y � s yo' 29��1 y0�� SECOND FLOOR F.F. OF NE MV ELEV.1 1 -0 _._......_ I KINLIN RUTHERFURD ARCHITECTS, PLLC I 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10015 FAX:(775)582-1736 i : i E f _ ENTRY LEVEL F.F. MV ELEV. 0'-0" LIVING RM LEVEL FF. MV ELEV. -1 '-6" _................ N N cn W EAST E L EVATI O N EXISTING W W V) 01 EAST ELEVATION Q z A-202 . 1 PROJECT: 341 U W a c. F- U W H U Q w W H z z v N 0 0 NEW ASPHALT ROOF SHINGLES STO BE ON NEW EPLACED ADDITION TO MATCH AD ITION ALL NEW TRIM WORK TO BE PAINTED AZEK , E . EXINGWALL SHINGLES TO BE REPLACED TO MATCH I LES ON NEW ADDITION REPLACEMENTNEW HROUGHOUT EXISOR TING 0S OUSE WIN IIj ARE TO BE INSTALLED TOWS AND EXTERIOR EXISTING OPENINGS. IN EX NG P NG . I i 0 NO MODIFICATION TO OPENINGS UNLESS OTHERWISE NOTED 1 1 1 E UNSTAINED ALASKAN YELLOW CEDAR SHINGLES PE RMIT SET 06.18.21 WILL BE APPLIED TO ALL EXTERIOR WALLS s CERTAINTEED LANDMARK 50 YR. ARCHITECTURAL I ADE ASPHALT SHINGLES COLOR WEATHERED WOOD WILMERDING HOUSE NEW SCREENED PORCH 1301 CEDAR RIDGE,FISHERS ISLAND,NEW YORK 06390 SECOND FLOOR F.C. LEV. E 19 -0_ 1 , I 0��'�� OQ� t Ah SECOND FLOOR F.F. ELEV.1l'-O" I -------------- v i„ r II I I KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX (775)582-1736 104 105 � I ENTRY LEVEL F.F. E I ELEV. LIVING RM LEVEL FF. _ _... � 9 _ ELEV. -1-6'757.5 _ ._ .. ...... .._ N NEW OUTDOOR SHOWER N W VI EAST ELEVATION W PROPOSED W x 01 EAST ELEVATION A-202 .2 PROJECT: 341 U W a P. F� U W H x U Q W x x x z a z N O N Q E E PERMIT SET 06.18.21 l � I I I L �I WILMERDING HOUSE I . I ! � ll�a 1301 CEDAR RIDGE,FISHERS ISLAND,NEW YORK 06390 SECOND FLOOR F.C. ELEV. 19'-0" _... t _. __ _ ......... .... .... . l — I l„ ARCI f I kp 29Ra1, �k I '9T y Ld SECOND FLOOR F.F.MV .. _. 1 ELEV.1 V-0" I .L, f KINLIN RUTHERFURD ARCHITECTS, PLLC I i I I E I f E i 330 WEST 38TH STREET,SUITE 1006 TEL(212)695-2988 € ( I NEW YORK,NEW YORK 10018 FAX (775)582-1736 �L�jji l / f „L !._ 1 E.' I I € I ENTRY LEVEL F.F. „f. i .. _ 1 E ELEV. 0'-0" 1 1 E ._.. ..... ._______.... _ LIVING RM LEVEL FF. ELEV. -l '-6" M X Com] N w SOUTH ELEVATION N EXISTING W x 01 SOUTH ELEVATION Ln W Q A-203 . 1 PROJECT: 341 U W 0, U W H U C� ¢QQ �G W H z z 0 N EXISTING ROOF SHINGLES TO BE REPLACED TO MATCH NEW ASPHALT SHINGLES ON NEW ADDITION MODIFY EXTERIOR TRIM AND VENT GRILLE AS SHOWN ALL NEW TRIM WORK TO BE PAINTED AZEK EXISTING WALL SHINGLES TO BE REPLACED TO MATCH SHINGLES ON NEW ADDITION NEW REPLACEMENT WINDOWS AND EXTERIOR DOORS ARE TO BE INSTALLED THROUGHOUT EXISTING HOUSE IN EXISTING OPENINGS. NO MODIFICATION TO OPENINGS UNLESS OTHERWISE NOTED NEW BRICK CHIMNEY TO MATCH EXISTING i NEW ANDERSEN WINDOWS AND EXTERIOR DOORS TO BE INSTALLED IN NEW ADDITION. UNSTAINED ALASKAN YELLOW CEDAR SHINGLES WILL BE APPLIED TO ALL EXTERIOR WALLS Lj Li CERTAINTEED — LANDMARK 50 YR. ARCHITECTURAL GRADE ASPHALT SHINGLES COLOR: WEATHERED WOOD I ( PERMIT SET 06.18.21 I j ii I I i WILMERDING HOUSE 1301 CEDAR RIDGE,FISHERS ISLAND,NEW YORK 06390 f: t I SECOND FLOOR, F.C. k I I 1 ELEV. 19 -0 I I II I I ED AA C 29 DF N ii E I I EE I I ! I ! I I I ff I � i i l I IiI I i E I E I SECOND FLOOR F.F. ELEV.11 -0 O i. I H c I I r � EEJ E I . I 1.. . E ' � �' � r,,,, ._: ..'1... I : I_. -.+. I _...I __I' � I t ( � L• I , I I € I _ I , . r I I E E E 1 t KINLIN R TH U ERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL: 212 695-2988 NEW YORK,NEW YORK 10015 FAX:(775)582-1736 Iry I I I t I t I f : . r I IE I ' 101 1 ENTRY LEVEL F.F. i € { I i ELEV. 0'-0" 59.0 , 11 rills I 1 r LIVING RM LEVEL FF. ELEV. -l'-6"--("!57-.5T M ccq ELEV. 57'-10" ELEV. 57.5' pj ABOVE SEA LEVEL ABOVE SEA LEVEL SOUTH ELEVATION N ELEV. 56.5' W ABOVE SEA LEVEL PROPOSED O 1 SOUTH ELEVATION W 1/4"=1'-0' A-203 .2 0 PROJECT: 341 U W W P. Fr U W E-' U ¢ Q W F� C� z z 0 N Li Li PERMIT SET 06.18.21 WILMERDING HOUSE 1301 CEDAR RIDGEFISHERS ISLAND N EW YORK 06390 SECOND FLOOR F.C. Mel ELEV. 19 -0 RED X00 0 9415 OQ� SECOND FLOOR F.F. SOF NEW y I : KINLIN R'UTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 �i 00 - ! ENTRY LEVEL F.F. - - - - - - Mv ELEV. 0'-0" -.. ... ---- Ly LIVING RM LEVEL FF. MV i ; ELEV. N w WEST ELEVATION N _W EXISTING W 01 WEST ELEVATION A-204. 1. PROJECT: 341 U a w a h U w E~ x U rx ¢QQ �C w a w x H c4 z z N O N NEW REPLACEMENT WINDOWS AND EXTERIOR DOORS ARE TO BE INSTALLED THROUGHOUT EXISTING HOUSE IN EXISTING OPENINGS. NO MODIFICATION TO OPENINGS UNLESS OTHERWISE NOTED i EXISTING WALL SHINGLES TO BE REPLACED TO MATCH SHINGLES ON NEW ADDITION NEW BRICK CHIMNEY TO MATCH EXISTING EXISTING ROOF SHINGLES TO BE REPLACED TO MATCH NEW ASPHALT SHINGLES ON NEW ADDITION t, ALL NEW TRIM WORK TO BE PAINTED AZEK UNSTAINED ALASKAN YELLOW CEDAR SHINGLES WILL BE APPLIED TO ALL EXTERIOR WALLS PERMIT SET 06.18.21 CERTAINTEED - LANDMARK 50 YR. ARCHITECTURAL GRADE ASPHALT SHINGLES COLOR: WEATHERED WOOD WILMIERDING HOUSE 1301 CEDAR MID FISHERS ISLAND,DEW YORK 06390 N SECOND FLOOR F.C. MAJ ELEV. 19 -0 , DARC RE t t J 9 N OF NE'V'I SECOND FLOOR F.F. ELEV.11 -0 , I 4 KINLIN RUTHERFURD ARCHITECTS, PLLC S € 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 I NEW YORK,NEW YORK 10018 FAX:(775)582-1736 I r ENTRY LEVEL F.F. ELEV. 0'-0" 59.0 ( %r LIVING RM LEVEL FF. - ELEV. -l'-6 57.5 N NEW OUTDOOR SHOWER-/ ELEV. 57'-10" ABOVE SEA LEVEL ELEV. 56.5' WEST ELEVATION [il N ABOVE SEA LEVEL PROPOSED W w 01 WEST ELEVATION x w z A-204,2 PROJECT: 341 U W W o. V) H U W E x U L Q uOu W z z N O N 411f >uuwwws ® emew® e e e e e e e e e 1 i 1 1 03 a \I— 1 03 1 { A431 1 F4 { { 1NNU1 108,8 1 1 { 1 VI F { { 1 1 e 1 { e 1 Q bi o_ PERMIT SET 06.18.21 Li SIN J J O Lii m o_ W �00 m Ld rnN O O m I O _1 n o ; °' o WILMERDING HOUSE I o a `— � 0' 0 1301 CEDAR RIDGE,FISHERS ISLAND,NEW YORK 06390 O m � O O0 O 4 ~ � , z e z LL o LL - ('02 e 0 02 c o 43 { e A431 { 1 �ED A/�L, 00 1 / 0o C��. D. 1 I, _ E%ISnNC EM1RY FLOdi F F/ _— - ` { e Igloo �1� e 1 �� 1 e N (o I-ICo� 29�$ yOQ °° _ OF NEVI > lk EIEV.-P-B. _ _ r.o.mwnmx wu x7100 -----{ - e i 1100 { Noo + WwLlA2 ® w e i I Ld � z KINLIN RUTHERFURD ARCHITECTS, PLLC F- J �, f � 330 WEST 38TH STREET,SUITE 1006 TEL'(212)695-2988 0 W NEW YORK,NEW YORK 10018 FAX:(775)582-1736 (nz I1� O TO --BptE (o 0 w _ i.D,wAMI�DCE CdIGNEIE;B9 1 LL- a 1cyO 1 Mho o ¢ A431 e 1 w :�i w � a m � { { u- mo e { ry- a ro.Eoonxc { .- e LL na.roonxc---- —�F1EV.BELOW fPOBI IINE 7, "1: e — EIEY.BEIDw FROST INE { -- e 1 -•- moo W N DETAIL AT FOUNDATION WALL WITH SHELF DETAIL AT FOUNDATION WALL WITH NO SHELF WALL SECTIONS W (LOWER LEVEL) (HIGHER LEVEL) W x z 0 02 WALL SECTION 0 1 WALL SECTION PROJECT: 341 A-40 :1 1/2• - V-0• 1/2• V-0' U W a. F- U W H U rx ¢ ANDERSEN x DOUBLE HUNG WINDOW z WOOD SILL WOOD TRIM APRON N (2) 2X6 6 „ CEDAR SHINGLE 5/" AZEK WINDOW SILL AIR & VAPOR BARRIER ' --� 1" AZEK WINDOW APRON EXTERIOR GRADE PLYWOOD _ 2X6 FRAMING 4 R-21 INSULATION GWB 2X6 BOTTOM PLATE 3Y" STRIP OAK FLOORING Y4" SUBFLOORING T.O. EXISTING-ENTRY FLOOR F.F. --- --- ____- ---------- -------------- ELEV. 0'-0" (59.0') REFER TO STRUCTURAL. —- PLANS FOR: CONTINUOUS HOLDOWN ANCHOR BOLT FLASHING r-loo LOCATIONS AND SPECS. AND Ioo SHEARWALL TYPES, `-) LOCATIONS AND SPECS. r- i r71� T.O. FOUNDATION WALL FIRST FLOOR FRAMING R-19 INSULATION I ELEV. -1'-2 8' (57'-98") 11j" TJ19210 @16" O.C. BEYOND _____ ___ ___ ___ i z T.O. XISTING LIVING ROOM FLOOR F.F. ---- --- - - ------------------------------ 2" RIGID INSULATION ELEV. 4-6" (57.5') R-30 INSULATION 00 GROUND LEVEL------ --- -- -- --- - --------- _ (2) 1/" X 11%" LVL :ELEV. -1'-10 " (57'=18g ') 2X10 PT SILL PLATE I %" ANCHOR BOLT __________________ (REFER TO STRUCTURAL PLANS FOR I SPECS. SPACING AND ENBEDMENT) #5 REBAR #5 VERTICAL REBAR 24" O.C. (TYP.) Al i 3 FROM INT. FACE (TYP.) 10" POURED CONCRETE FOUNDATION WALL 2" RIGID INSULATION PERMIT SET 06.18.21 TO FOOTING OVER LIQUID APPLIED WATERPROOFING 02 FOUNDATION WALL SECTION DETAIL 2X10 JOIST 1/2• - 1'-0' R-40 BATT INSULATION WILMERDING HOUSE 2X12 RAFTER 1301 CEDAR RIDGE,FISHERS ISLAND,NEW YORK 06390 \ ASPHALT SHINGLE ROOFING ICE & WATER SHIELD CONTINUOUS AT EDGE 24'VOCTI ALR BAR 30# BUILDING FELT 10 2" L. 3" FROM INT. FACE (TYP.) \��RED ARC,'y� 3/4 EXTERIOR GRADE PLYWOOD 10" POURED CONCRETE0 T._0. C_R_A_WL_ S_P_A_C_E_ C_O_N_C_R_E_T_E_SLA FOUNDATION WALL ELEV. -TBD - WATER PROOFING MEMBRANE AZEK TRIM 2" RIGID INSULATION > o � 1 5„ #5 REBAR 9F NES SLOPE TOP OF FOOTING WITH MORTAR 2X r GRAVEL (2) 2X6 TOP PLATE 4" CONC. SLAB_j #5 FOOTING DOWEL EA. CEDAR SHINGLES Y2" EXPANSION JOINT I VERT, W/ 24" LAP AIR & VAPOR BARRIER VAPOR BARRIER ALTERNATE HOOKS KINLIN RUTHERFORD ARCHITECTS, PLLC _. Y4" EXTERIOR GRADE PLYWOOD 6" COMPACTED GRAVEL " 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 4 DRAIN PIPE NEW YORK,NEW YORK 10018 FAX:(775)582-1736 2X6 FRAMING 2-0 X1 -0 POURED R-21 INSULATION CONCRETE FOOTING T.O. FOOTING r r / WINDOW HEADER -- ----------------- -------- ELEV. BELOW FROST LINE T / GWB 3/4" WINDOW CASING N f AZEK TRIM TY'P. 20_0.. CONSITRUCTION DETAILS #5 REBAR TYP. ALL AROUND --/'�_ CONTINUOUS z c7 DETAIL AT WALL WITH NO SHELF 03 EAVE SECTION DETAIL 01 FOOTING SECTION DETAIL PROJECT: 341 A-431 ,/2• = U G, H U W F� x U d k. w ANDERSEN DOUBLE HUNG WINDOW c� z WOOD SILL WOOD TRIM APRON 0 N O nillt _� -iN (2) 2X6 %4"— 5/" AZEK WINDOW SILL 1" AZEK WINDOW APRON 4 --------- ---- T.O. EXISTING ENTRY FLOOR F.F. CEDAR SHINGLE ELEV. 0'-0" AIR & VAPOR BARRIER %" EXTERIOR GRADE PLYWOOD -------------------- --- 2X6 FRAMING R-21 INSULAINSULATION GWB `n 2X6 BOTTOM PLATE 3Y" STRIP OAK FLOORING %4' SUBFLOORING ' T.O. EXISTING LIVING ROOM FLOOR F.F. ------ -------------------------------- -1'-6„ REFER TO STRUCTURAL -- --- -- -- - - I __________T.0._FOUNDATION__ _WALL _ _ ELEV. -1'-g>, PLANS FOR: " 2X6 PT SILL PLATE HOLDOWN ANCHOR BOLT LOCATIONS AND SPECS. AND CONTINUOUS FLASHING SHEARWALL TYPES, ! C - 5/" ANCHOR BOLT LOCATIONS AND SPECS. 52" 00 (REFER TO STRUCTURAL PLANS FOR SPECS. - SPACING AND ENBEDMENT) ----------------- ---- ------- -- - --- - ------ -------------------L SHELF ---- T.O. FOUNDATION WAL ELEV. -2'-8 „ FIRST FLOOR FRAMING R-19 INSULATION-J 11j" TJI@210 @16" O.C. BEYOND ' 2" RIGID INSULATION 2" RIGID INSULATION R-30 INSULATION TO FOOTING OVER LIQUID (2) 1%" X 11T LVL APPLIED WATERPROOFING 2X6 PT SILL PLATE %" ANCHOR BOLT Ale (REFER TO STRUCTURAL PLANS FOR f 2X12 TIES SPECS. - SPACING AND ENBEDMENT) 10" 2" PERMIT SET 06.18.21 #5 REBAR R-40 BATT INSULATION #5 VERTICAL REBAR 24 O.C. (TYP.) 02 FOUNDATION WALL SECTION DETAIL ' 2X12 RAFTER 3" FROM INT. FACE (TYP.) 1/2' = 1'-0' ASPHALT SHINGLE ROOFING 10" POURED CONCRETE WILMERDING HOUSE FOUNDATION WALL ICE & WATER SHIELD 1301 CEDAR RIDGE,FISHERS ISLAND,NEW YORK 06390 CONTINUOUS AT EDGE 30# BUILDING FELT EXTERIOR GRADE PLYWOOD #5 VERTICAL REBAR 10 2" 24" O.C. (TYP.) 3" FROM INT. FACE (TYP.) AZEK TRIM10" POURED CONCRETE Ep ARc'Si�, FOUNDATION WALL T.O. CRAWL SPACE CONCRETE SLA Ly �� 1 5„ ---- -------------------------- WATER PROOFING MEMBRANE ELEV. -TBD 2" RIGID INSULATION "a 2 � 2X #5 REBAR o O29 AB,�. T SLOPE TOP OF FOOTING WITH OF WN y (2) 2X6 TOP PLATE ' � MORTAR /. CEDAR SHINGLES I„ GRAVEL AIR & VAPOR BARRIER EXTERIOR GRADE PLYWOOD 4" CONC. SLAB #5 FOOTING DOWEL EA. VERT. W/ 24" LAP 2X6 FRAMING Y2" EXPANSION JOINT R-21 INSULATION VAPOR BARRIER ALTERNATE HOOKS KINLIN RUTHERFURD ARCHITECTS, PLLC 6" COMPACTED GRAVEL " 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 WINDOW HEADER % / �' 4 DRAIN PIPE NEW YORK,NEW YORK 10018 FAX (775)582-1736 2'-0"X1'-0" POURED / CONCRETE FOOTING ' ---- T.O.FOOTING ELEV. BELOW FROST LINE / GWB WINDOW CASING AZEK TRIM _ a /. Y � 1J N N / r W w 2 -0 TYP. CONSTRUCTION DETAILS #5 REBAR TYP. ALL AROUND a CONTINUOUS d z DETAIL AT WALL WITH SHELF 03 EAVE SECTION DETAIL 0�I FOOTING SECTION DETAIL PROJECT: 341 A-432 1/2' = 1'-0' I 1/2• = V_0- WINDOW SCHEDULE FIRST FLOOR Window Number T Rough Opening Size p Screen Mull NOTES � Plumber Manufact. ModelUnit Number Description Width Height, Divided Light Configuration x 101 - - - - - - - - - - 102 Andersen A FWTD -3-71118 Transom 7'-11" 1'-7 3/4" 11/16" SDL 2-2-2 N 3 individuals have 2 panes each B ---- ---- Door --- --- -- -- Y see door schedule 103 Andersen - ADH21080 Double Hung 2'-10" 8'-0 11/16" SDL 2 over 1 Y x 104 Andersen - ADH',21080 Double Hung 2'-10" 1 8'-0 11116" SDL 2 over 1 Y A ADH 21080 Double Hung 2'-10" 8'-0 11/16" SDL 2 over 1 Y 105 Andersen Mulled z B ADH 21080 Double Hung 2'-10"' 8'-0 11/16" SDL 2 over 1 Y 2'-0" 5'-4" N � 106 Andersen A FWTD -2-5320 Transom -- -- N B --- - -- Door --- --- -- -- N see door schedule 0 107 Andersen A Specialty Isosceles Isosceles 1'-11 1/2" 1'-1" 11/16" SDL N B APW 2040 Picture 2'-0" 3'-8" 11116" SDL 2 Y specialty window dimensions are unit dimensions not rough opening. APW2640 Picture 2"-6" 4'-0" 11/16" SDL 2 over 2 N A APW2640 Picture 2'-6" 4'-0" 11/16" SDL 2 over N Mulled .. ... .. .... . _ . _.... 108 Andersen APW'2640 Picture 2'-6" 4'-0" 11/16" SDL 2 over 2 N ADH 2674 Double Hung 2'-6" 71-4" 11/16" SDL 2 over 1 Y ADH 2674 B _ _ ... , ` Double Hung 2'-6" � 7'-4" 11116" SDL 2 over 1 Y Mulled ADH 2674 Double Hung 2'-6" 714" 11/16" SDL 2 over 1 Y t ATF 4418 Transom 41-4 V-8" 11116" SDL 3 N Mulled _ ... .... .............. .... ATF 4418 Transom 4'-4" 1'-8" 11/16" SDL 3 N 109 Andersen A ATF 4418 Transom 4'-4" 1'-$" 11/16" SDL 3 N ue ATF 4418 Transom 4'-4" 1'-8" 11/16" SDL 3 N M II d B ---- ---- Door --- --- --- -- Y see door schedule A Specialty Right Triangle Right Triangle 2'-11 1/4" 2'-11 1/4" 11/16" SDL 2 N 110 Andersen B ATF 3018 Transom 3'-0" 1'-8" 11/16" SDL 2 N Mulled C ADH 3068 Double Hung 3'-0" 6'- 8" 11/16" SDL 2 over 1 Y specialty window dimensions are unit dimensions not rough opening. A APW3034 Picture 3'-2" 3'-4" 11/16" SDL 2 N 111 Andersen Mulled B ATF 3219 Transom 3'-2" 1'-$" 11/16" SDL 2 N C ACW3270 Casement 3'-2" 7'-0" 11/16" SDL 2 over 2 Y A Specialty:Right Triangle (left) Right Triangle 2'-11 1/4" 1 2'-11 1/4" 11/16" SDL 2 N 112 Andersen B ATF 3018 Transom 3'-0" 11-81" 11/16" SDL 2 N Mulled C ADW3068 Double Hung 3'-0" 6'- 8" 11/16" SDL 2 over 1 Y A ATF3018 Transom 3'-0" 1'-8" 11/16" SDL 2 N 113 Andersen 3'-0" 6'- 8" 11/16" SDL 2 over 1 Y B ADH 3068 Double Hung Mulled 114 Andersen A ATF:3218 Transom 3'-2" 1'-8" 11/16" SDL 2 N 18 Transom 3'-0" 1'-8" 11/16" SDL 2 N 115 Andersen A ATF 30 . .. ...... . .... . .... .... . . ! . . . . . _ . . . Mulled ..... B ADH3068 Double Hung 3'-0" 6'- 8" 11/16" SDL 2 over 1 Y 116 Andersen A ADH:21050 Double Hung 2'-10" 5'-0" 11/16" SDL 2 over 1 Y le Hung 2'-8" 4'-4" 11/16" SDL 2 over 1 Y 117 Andersen A ADH2844 Doub Mulled B ADH 12844 Double Hung 2'-8" 4'-4" 11116" SDL 2 over 1 Y 118 Andersen - ADH 2850 Double Hung 2'-8" 5'-0" 11/16" SDL 2 over 1 Y 119 Andersen - ADH:2850 Double Hung 2'-8" 5'-0" 11/16" SDL 2 over 1 Y A Specialty,,Right Triangle Right Triangle 1'-71/4" 1'-7 1/4" - - N specialty window dimensions are unit dimensions not rough openings. 120 Andersen B APW 1880 Picture 1'-$" $ 0" ... - - . N Custom height KITCHEN MEETING 06.17.21 121 Andersen B Specialty:Peak Pentagon Peak Pentagon 3'-0" 1'-9 3/4" & 3'-3 3/4" !; - - N FIDCO SUBMITTAL 05.14.21 Door -- --- --- -- Y see door schedule 122 Andersen A Specialty:Right Triangle (left) Right Triangle 1'-71/4" 1'-7 1/4" - - N specialty window dimensions are unit dimensions not rough opening. B APW1880 Picture 118" 8'-0" - - N Custom height 123 Andersen - ADH 21044 Double Hung 2'-10" 414" 11/16" SDL 2 over 1 Y WILMERDING HOUSE 124 Andersen - ADH 21044 Double Hung 2'-10" 4'-4" 11/16" SDL 2 over 1 Y FISHERS ISLAND,NE)W YORK 06390 SECOND FLOOR Window Number Rough opening size (Number Manufact. Series Model:Unit Number Description Width Height Divided Light Configuration Screen Mull NOTES A Specialty:Isosceles Isosceles - N specialty window dimensions are unit dimensions not rough opening. 201 Andersen B ADH:3068 Double Hung 3'-0" 6� 8�� 11116t1 SDL 2 over 1 Y Mulled fl ARch� ADH 3068 Double Hung 3'-0" 6- 8 11/16 SDL 2 over 1 Y �,� 202 Andersen A Specialty Isosceles Isosceles 2-9 114 1 -7 - - N B APW:21034 Picture 2'-10" 3'-4" 11/16" SDL 2 N specialty window dimensions are unit dimensions not rough openings. 203 Andersen - ANN 4040 Awning 4'-0" 4'-0" - Y largest operable awning with closest fit �,� �2�4��yoQ� 204 Andersen - ANN A040 Awning 4'-0" 4'-0" - Y bF NES 205 Andersen - ANN 4040 Awning 4'-0" 4'-0" - Y ADH 2658 Double Hung 2'-6" 5'- 8" 11/16" SDL 2 over 1 Y 206 Andersen Mulled ADH2658 Double Hung 2'-6" 5'- 8" 11/16" SDL 2 over 1 Y 207 Andersen Specialty,Trapezoid Trapezoid 1'-9 3/4" 1 4'-8 1/4" &6'-6 11/16" SDL 2 N specialty window dimensions are unit dimensions not rough openings. 208 Andersen Specialty;Trapezoid Trapezoid 1'-9 3/4" 4'-8 1/4" &6'-6 11/16" SDL 2 N specialty window dimensions are unit dimensions not rough openings. 209 Andersen ANN 4040 Awning 4'-0" 4'-0" - - Y KINLIN RUTHERFORD ARCHITECTS, PLLC 210 Andersen ANN 14040 Awni ng 4'-0" 4'-0" - Y 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX (775)582-1736 211 Andersen ANN°4040 Awning 4'-0" 4'-0" - - Y 02 WINDOW SCHEDULE WS EXTERIOR DOOR SCHEDULE FIRST FLOOR Number Rough Opening Number Manufact. Model Unit Number Description Width Height Divided Light Configuration Screen leafs NOTES 101 Existing Existing N ' ' 102 Andersen B FWHID 711611-3 Hinged patio door 7-11" 6'-11" 11/16'" SDL 2 over 2 Y 3 w WINDOW & EXTERIOR 103 Andersen B 'FWHID 54611 Hinged patio door 5'-3 3/4" 6-11"' 11/16" SDL 2 over 2 Y 2 V) 104 Andersen B ` Multi glide Multiglide - 4 11/16" rail interior stacking 1T-4 1/2" 7'-3 7I8" Y 4 flush sill DOOR SCHEDULE 105 Andersen B FWHID 3180 - CUSTOM Hinged patio door 3'-1" 7'-3" (custom) 11/16" SDL 2 over 2 Y 1 custom height 106 Upstate door B E 20 - cope SS-SS-105 Two panel door 3'-0" 7'-6" Y 1 dimensions are of unit not RO z107 Upstate door B E 20 - cope SS-SS-105 Two panel door 3'-0" 7'-6" Y 1 dimensions are of unit not RO 201 Andersen B FWHID:2768 Hinged patio door 2'-7" 6'-8 1/2" Y 1 A-501 01 EXTERIOR DOOR SCHEDULE PROJECT: 341 NM R.0. 2'-6" W R.0. 7'-11" r---- ----i A. R.0. 5'-4" ------------------- r------ -------------------- C) ----------- I O I I { o R.0. 2'-10" R.0. 5'-74„ N Q I _________________________J 102 x i WINDOW - ----- J a 106 WIDTH Z 1 i Il � I I I I 1'-114 I I Z 1 I I I 1 I I I I I 1 I I I I I I 1 II 1 I I I I I Q I I _ 1 W r----- -----� O 1 O Q 1 _ rl I i ~ p I 1 1 ui I I I O _L I I I 1 I p l I O 1 I 1 I ------ I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I L-___________________________________________________J L----------------------------------� R.O. 2'-0" I I I I R.O. 2'-6" 2'-114„ R.O. 3'-2" 2'-114„ 108 I I I I I I I I I ted- I I I I I I I I I I [R.0. 4'-4" R.0. 4'-4" R.0. 4'-4" R.0. 4'-4" N N R.0. 3'-0" R.0. 3'-2" R.0. 3'-0" -------- ------ ---- ------------------- --� I _____________ rDo______ _ 00 I I I II II I �------- -� I I I I I I ---------- 00 - ------- --- _ I II II I I , I _ II II' ii I R. .O —0" R.O. —0" O 1 II II I I � I . p O ------------------------------------------------------------------------------------------------------------- I -0a -2n _0" R. 3 ' L-------------------------- � ---- 109 I I I I , I I I I I I I I I I 1 1 I I I I I I I -10" 1 I I I I I I I I I I I R.0. 2'-8" I I I r � KITCHEN MEETING 06.17.21 I • I I co co 00 I I I -co ` I I ' I �o l ' I I FIDCO SUBMITTAL 05.14.21 I I Qo Q I I 1 I I I I i 1 1 I I I p I I I I WILMERDING HOUSE I I I I I I I 1 I I I I 1 I I I I I i I I I I I I I I I I 1 FISHERS ISLAND,NEW YORK 06390 I I I I i I I I I I I I I 1 I 1 L________--__________________ __-________________--__-_______-___-___-_-______--____________________ _ R.O. 3'-0" 3'- R.0. 3'-0" R.O. " 113 115 116 117 D AR0. �ti ----- 110 111 112 I 1 1'-74„ 1, 1 -74„ h _ 429481 CD OF NE`s LLI Q = F- WLr I _ o a_ I _ �ZZA r----------� r------- -------, r----------r I I I I I I I I I I I I 121 -------- AKINLIN RUTHERFORD ARCHITECTS, PLLC I I I I I I II I I 11 I I I 1 II I 1„ 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 I I 2'-g 4 r----------- r -- - NEW YORK,NEW YORK 10018 FAX (775)582-1736 ------ - -� I 1 1 I ' 1 1 II I I II I 2'— 1 1 I ' 1 I II I I II I r-------- ------1 I I I I 1 1 I ' 1 II I 4,-0', II I R.O. 2'- I I I I 1 I I I I I 10" I II I I I ' I II I 1 1 I 1111I1 1II1I �I 'II1I 'IIII IIIIIII 1IIIIII I1I'II' --------------- 00 -IIII IIIIIII IIIIIIII IIIIIII IIIII L'i �=Q i O - o I JO , 1- 00 1- r �00 Ln I� I II I " I II I I M1 I I I I I II I O I II N I .I I I II O W 0� WINDOW SCHEDULE I 1 I I I I I I I I I II I I I I I I II I I I I II I I I I I I II I Z I ' ' I I 3 L____- R.0. 1'-8' R.0. 1'-8" 3'-0" 3'-0' I. 2'-10" 118 D19203 204 205A502—� 202 206 120 122 201 209 210 211 PROJECT: 341 O � WINDOW TYPES U I I I I W i i i 1 Z I I I I I I I I I I I I w I I I W I I I i I I I , Z I I Z I I I I I I I I --------------------------------- ------------------------------------------- I I N o CD I CD 0 / I O I i O I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I •• I I I I R.O. 7'-11" R.O. 5'-34„ 101 102 103 r------------------------------------------------------- r-------------------------------------------------------- I I II III II I I II II II I I II I I II I I II I I II I I II I I II I I II I I II I I II I I II I I II I I II I II I I II I 1 II --------------- II I r------------------------------------------------------------------------------------------------------------------- I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I • I r--IOo r7l� I � O I c� I I I I I I I I I I I I I I I I KITCHEN MEETING 06.17.21 I I I I IFIDCO SUBMITTAL 05.14.21 I I I I I I I I 17'-32„ - R.O. 17'-41" WILMERDING HOUSE 2 FISHERS ISLAND,NEW YORK 06390 104 ---------------------- i kr� v L------------------ J ------------------- ' `QF C I I I I i I q I I p I I / ' KINLIN RUTHERFURD ARCHITECTS, PLLC ' I I I I �, r I I I I I I I I 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 I I ro Lo I NEW YORK,NE\AV YORK 10018 FAX:(775)582-1736 I I I I 1 I I i I I Cm 0 / 0 '/ I I 1. I O 1 I I I I I F I c I I I I I I I I I II I I i i I I I I I I I I I I I I I • I I 1 I I I I I II I I I I I I I I I I I , I 'C L- -J ---------J N � R.O. 3'-1" 3'-O" �, �, 3'-O" �, R.O. 2'-7" DOOR SCHEDULE w N w W 105 106 107 201 z O 1 DOOR TYPES A-503 1/2' = V-0- PROJECT: 341 0 U r NOTES ELECTRICAL LEGEND U GENERAL ELECTRICAL NOTES: ELECTRICAL NOTES: 10 WALL MOUNTED LIGHT FIXTURE SWITCHED DU LEX RECEPTACLE F" 1. ALL LIGHTS WILL BE ON DIMMERS UNLESS OTHERWISE NOTED. 1. SMOKE DEFECTORS ARE REQUIRED. ALL DETECTORS/ALARMS SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK RECESSED LIGHT FIXTURE OUTLET, ONE SIDE ONLY Ir U STATE - SECTION R313.1 REQUIREMENTS. ALL SMOKE DEFECTORS AND HEAT DETECTORS TO BE HARD-WIRED WITH BATTERY ® WATERPROOF RECESSED LIGHT FIXTURE =Qc.F.I. GROUNDED FAULT RECEPTACLE OUTLET �4 2. ALL RECEPTACLES ARE TO BE "DECORA" STYLE, AND ALL BACKUP AND INTERCONNECTED. REVIEW ALL LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. QUADRUPLEX RECEPTACLE ¢ DIMMER SWITCHES ARE TO BE "DNA" SWITCHES WITH NO + SURFACE MOUNTED LIGHT FIXTURE zO c NIGHTLIGHT. 2. CARBON MONOXIDE DETECTORS ARE REQUIRED. ALL DEFECTORS/ALARMS SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW UNDER CABINET STRIP LIGHT FLOOR RECEPTACLE YORK STATE - SECTION R313.4 REQUIREMENTS. REVIEW ALL LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. w 3. 94 NEW INTERIOR FIXTURES WILL BE INSTALLED IN THIS El INTERCOM b TELEPHONE/CATA W PROJECT. 72 OF THESE FIXTURES WILL BE FITTED WITH 3. ELECTRICAL INSTALLATION TO BE DESIGN-BUILD BY A LICENSED CONTRACTOR. HIGH EFFICACY LAMPS. PLEASE REFERENCE THE $ SWITCH O TELEVISION ELECTRICAL PLANS FOR FURTHER DETAIL AS TO WHICH 4. CONTRACTOR TO LAYOUT ON SUBFLOOR AND COORDINATE ALL NEW FRAMING WITH THIS LAYOUT. ANY CONFLICTS IN LAYOUT $ DIMMER SWITCH FIXTURES WILL HOLD HIGH-EFFICACY LAMPS. SHOULD BE IDENTIFIED TO THE ARCHITECT FOR RESOLUTION PRIOR TO COMPLETION OF FRAMING. ° ® EXHAUST FAN 24 $3 3-WAY SWITCH Z 4. ARC-FAULT TYPE OUTLETS ARE REQUIRED UNLESS 5. ELECTRICAL PANELS AND SUB-PANELS LOCATIONS TO BE COORDINATED WITH ARCHITECT PRIOR TO INSTALLATION. O THERMOSTAT j NOTED AS GFI. $30 3-WAY DIMMER SWITCH 5o SMOKE/CARBON MONOXIDE DETECTOR Z 6. PROVIDE DIMMABLE SWITCHING FOR ALL LIGHTING. COORDINATE DIMMER TYPE WITH FIXTURE REQUIREMENTS. ALL 3-WAY SWITCHING cM 5. EXISTING ELECTRICAL LOCATIONS TO REMAIN UNLESS TO BE SMARTLY DIMMED SO THE DIMMING CAN HAPPEN AT ALL SWITCHES. moo" DOOR OPERATED SWITCH T1 DOORBELL c OTHERWISE NOTED. DUPLEX RECEPTACLE 0 7. ALL RECESSED LIGHT FIXTURES, UNDER CABINET LIGHTS AND FLOOD LIGHTS ARE TO BE FURNISH AND INSTALLED BY CONTRACTOR HE FIXTURE FITTED WITH A O AS PER ARCHITECTS SPECIFICATIONS. �Qw.P WATERPROOF DUPLEX RECEPTACLE HIGH-EFFICACY LAMP V ENERGY ANALYSIS WORK TYPE: ALTERATION TO EXISTING SINGLE-FAMILY RESIDENCE ITEM DESCRIPTION PROPOSED DESIGN VALUE CODE PRESCRIPTIVE VALUE AND CITATION SUPPORTING DOCUMENTATION NEW LIGHT FIXTURES TO BE AT LEAST 90% OF THE PERMANENTLY INSTALLED NOT LESS THAN 90% OF THE E-101 0 SC EN \ INSTALLED THROUGHOUT THE FIXTURES WILL BE FITTED WITH EITHER COMPACT PERMANENTLY INSTALLED LIGHTING (ELECTRICAL PLANS) SCREEN CH INTERIOR' OF THE NEW ADDITION FLUORESCENT LAMPS,T-8 OR SMALLER DIAMETER FIXTURES SHALL CONTAIN ONLY PORCH LINEAR FLUORESCENT LAMPS, OR LAMPS WITH A HIGH-EFFICACY LAMPS. MINIMUM EFFICACY OF: 1. 60 LUMENS PER WATT [2020 ECCNYS SECTION R404.1] FOR LAMPS OVER 40 WATTS, 2. 50 LUMENS PER :T WATT FOR LAMPS OVER 15 WATTS TO 40 WATTS, AND 3. 40 LUMENS PER WATT FOR LAMPS 15 4�1 WATTS OR LESS. i i F / I I PORCH IGRLEI F- / L __-1 L __ D D \ / STUDY o SD cM HE E STRIP LIGHT AROUND OVAL COFFERED CEILING 0 �� II GAME HE DINING LIVING ROOM TABLE OUTDOOR A I D G I WTO OOR TER R MAS DROOM) \ \ I BE SIT ING PERMIT SET 06.18.21 I HE \ l HE /// I10 / \\\ Il HE HE \H E - 3D ------- WILMERDING HOUSE HE / �----- GFI --- GFI M A R DESK / // — \ OKCAS E_— H / � �� PANTRY HE H(KITCHEN HE HE — I� 1301 CEDAR RIDGE,FISHERS ISLAND,NEW YORK 06390 TH _ BA I RESSER / CL — —————————- I SPR �c SD _ II�SH�VNEs CL w KITCHEN II 1 \ _� �"' OUTD00� '� GFI II I C I ,SER CL \ \� \I HALL \` R OWER I ��oJi IGFI HAN�ND I WALK-1N I __—— I I I HE HE HE HE r� II I CLOSET o I cl N TV ROOM FLED AR N 1(/ �� cEl CFI f�D M o � I\ . I LADUN�D�RY P ANTRY °°� \\ � ILAON1 MUDROOM \ 2 I CL �\ �' 2941 I 1 ROnuh HE -- CL CL \J D OF NES W/D I I �IDOOR T01 I / \GARDEN \ KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 N x � N � W GROUND FLOOR PLAN N W ELECTRICAL PLAN 01 GROUND FLOOR PLAN 0 E-10 1 PROJECT: 341 PLUMBING NOTES v 1. DO NOT SCALE FROM THIS DRAWING. w x 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE BUILDING CODE OF THE TOWN OF SOUTHOLD AND RS-16. c� 3. OBTAIN AND PAY FOR ALL PERMITS, CERTIFICATES, ETC. REQUIRED. 4. VERIFY FIELD CONDITIONS AND LOCAL CODES BEFORE SUBMITTING BID. 5. DELIVER CERTIFICATES OF FINAL INSPECTION TO OWNER BEFORE APPLYING FOR FINAL PAYMENT. 6. PITCH HORIZONTAL DRAINAGE PIPING 3" DIAMETER AND LESS 1/4" PER FOOT MINIMUM; OVER 3" DIA. PTICH 1/8" PER FOOT MINIMUM. Z 7. SPACING BETWEEN CLEAN—OUTS SHALL NOT EXCEED 50'-0". z 8. GUARANTEE ALL WORK FOR A PERIOD OF 1 (ONE) YEAR FROM DATE OF FINAL ACCEPTANCE. N rq N 9. ALL HOT AND COLD WATER LINES TO HAVE SHUTOFF VALVES. O KITCHEN NEW GAS RANGE /--NEW GAS DRYER 3/4" FEED 3/4" FEED GROUND FLOOR (N) GAS RISER LAUNDRY ROOM 02 GAS RISER DIAGRAM NTS I I � I I 1 #2 1 #2 1 #2 1 PERMIT SET 06.18.21 4"V.T.R 1 4"VTR1 4"VTR ROOF I I I I I I 1 WILMERDING HOUSE 1301 CEDAR RIDGE,FISHERS ISLAND,NEW YORK 06390 I I I I I i t i I I I I I 1 I I I I4.1 i 4.1 I 4.1 I I ED ki,ARchi C-5 �JoIcb 2<�� I LAUNDRY 1 1 NEW WASHER I MASTER BATH 211 KITCHEN y� ^,,f ALL NEW) I (ALL NEW) 0 1 . — 2111 OF — _ _ _ 211i I— -I- - _- - r _- - T -- - 1 1112" 11/2" 12" 111/2" � 1 112"1 1 112"� 1 1 1 11 112 I KINLIN RUTHERFURD ARCHITECTS, PLLC Clothes Washer I I 1 1 I I 1 330 WEST 38TH STREET,SUITE 1006 TEL(212)695-2988 Lay. Lay. I NEW YORK,NEW YORK 10018 FAX:(775)582-1736 o I o Sink F.A. GROUND FLOOR — HIGHER LEVEL w I Dish 211 W C o 1 o Washer 4" m1 GROUND FLOOR — LOWER LEVEL 1112" 1112" 4„ 2" 211 13" 21 11C.O. CO C.O. � . 4" 4 T1 4.. x 4" N C.O. w PLUMBING DIAGRAMS N w w 4" TO NEW SEPTIC, x SEE ATTACHED SITE z AND SEPTIC DWG PROJECT: 341 P-10 1. 01 PLUMBING RISER DIAGRAMS I KS