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Tara Gerardi From: Angela Garofolo <agarofolo28@gmail.com> Sent: Thursday, November 18, 2021 4:14 PM To: Tara Gerardi Subject: Permit status Hi Tara, I wanted to provide a status update on the approved permit for 8 Windingwood Rd North. We have spoken with a contractor who can begin work on our approved plans in February or March 2022. I will keep you posted on any changes to this updated timeline. Please let me know if you need any other information. Thanks, Angela Garofolo 1 Laura Petersen From: Angela <agarofolo28@gmail.com> Sent: Wednesday, December 23, 2020 9:36 AM To: Laura Petersen Subject: Re: Building Permit Application - 8 Winding Wood Road North Thank you, Laura. We will most likely not begin this project until Feb/March, based on the spike in Covid cases. I will keep you posted as we progress into the new year on the contractors details and timing. Just to confirm,this approval is valid for 6 months? Thanks and Happy Holidays! Angela Garofolo On Dec 23, 2020, at 8:51 AM, Laura Petersen<LPetersen@ryebrook.org>wrote: The building permit application has been approved by the Building Inspector, before I can issue the building permit the following items must be submitted to our office, 1. General contractor's contact name & phone number. 2. Copy of general contractor's valid Westchester County Home Improvement License. 3. General contractor's valid liability insurance (the Village Of Rye Brook must be the certificate holder) 4. General contractor's valid workers compensation on a NY State Board form (C105-2 or U26.3) 5. Building permit fee $600.00 (due once permit is issued and ready for pick-up) This information can be emailed to me. Thank you and have a great day! Laura(Petersen Office Assistant Village of Rye Brook 938 King Street Rye Brook, New York 10573 Phone(914)939-0668 1 Fax(914)939-5801 1 Ioetersene[yebrook.or4 1 Building Permit Check List&Zoning Analysis � SBL 2address: ) W ''to 2 : 2 Zone:- ' 1 Use: Z Const.Type: Other. Submittal Date: 2 Za-2-3 Revisions Submittal Dates: Applicant: Nature of Work CO►•,�9�r.lL� `�� ��t S C 2�Fiy� �� ��� Reviews:ZBA PB: BOT: Other. (� OK_ ( ) FEES:Filing. S BP: C/O: Legalization: ( ) (%�/APP: Dated.--&,,Notarized ✓ SBL: ✓ Truss I.D. Cross Connection H.O.A.: ( ) ( ) Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening. ( ) ( ) ENVIRO: Long. Short: Fees: N/A: ( ) ( ) SITE PLAN:Topo: Site Protection S/W Mgmt.: Tree Plan: Other. ( ) ( ) $URVEY:Dated Current: Archival• Sealed: Unacceptable: ( ) (wr PLANS:Date Stamped Sealed ✓ Copies: -,7- Electronic. Other. (✓� ( ) License: Workers Comp: Liability Comp.Waiver. Other. ( ) ( ) CODE 753#: Dated N/A: (� ( ) HIGH-VOLTAGE ELECTRICAL:Plans: Permit: N/A: Other. ( ) ( ) LOW-VOLTAGE ELECTRICAL:Plans: Permit: N/A: Other. FIRE ALARM/SMOKE DETECTORS:Plans: Permit: H.W.I.C.:_Battery:_Other. (J) ( ) PLUMBING Plans: Permit: Nat.Gas: LP Gas: N/A/: Other. ( ) ( ) FIRE SUPPRESSION:Plans: Permit: N/A: Other. (Jf ( ) H.V.A.C.: Plans: Permit: N/A Other. ( ) ( ) FUEL TANK:Plans: Permit: Fuel Type: Other. ( ) ( ) 2020 NY State ECCC: N/A: Other. ( ) ( ) Final Survey Final Topo: RA/PE Sign-off Letter. As-Built Plans: Other. ( ) ( ) BP DENIAL LETTER: C/O DENIAL LETTER: Other. ( ) ( ) Other. (. API mtg.date: Z.approvah 0` notes: ( )ZBA mtg.date: approval• notes: ( )PB rntg. date: approval: notes: REQUIRED EX=NG PROPOSED NOTES 0 Ate:Circle: rl Frontage Fr n Front: Sides: Rear. Main or. Accs.Cov Ft.H S : S .HS : QFA: '-tom Z il,55• Z t 6 Tot,imp: 3Ci 1 1_�215,3 — Ft.Img: PP Height/Stories: notes: BUILDING DEPARTMENT ID VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 DEC - 2 2020 DO (914)939-0668 FAX (914)939-5801 www.ryebrook.or:: VILLAGE OF RYE BROOK BUILDING DEPARTMENT ARCHITECTURAL REVIEW BOARD CHECK LIST FOR APPLICANTS This form must be completed and signed by the applicant of record and a copy shall be submitted to the Building Department prior to attending the ARB meeting. Applicants failing tosubmit a copy of this check list will be removed from theAR/B agenda. Job Address: 4 �/V�'�71 a� W w g !� Date of Submission: Llo Z( Z0 Parcel iD#: I A9.099 -0 i 3 Zone: Proposed Improvement(Describe in detail): APPLICANT CHECK LIST: MUST BE COMPLETED BY THE APPLICANT ' �X 1` ^I The following items must be submitted to the Building Department by the applicant-no exceptions. irV 1. (xj Completed Application 2. (?C Two(2)sets of sealed plans. (one full size(maximum Property O allowable plan size=36"x 42") and one 11"x 17") Address: N 3. (A Two(2)copies of the property survey. 4. (j�Two(2)copies of the proposed site plan. Phone# - 5. One electronic/disc copy of the complete Applicant appearing before the Board: application materials. 6. (K)Filing Fee. EVAN � 7. ( )Any supporting documentation. 'I n , 8. ( )HOA approval letter. (;fappl;cable) Address: 9. 0,0 Photographs. Phone# ? s 10.(\/,)Samples of finishes/color chart. (a sample board or Architect/Engineer: model may be presented the night of the meeting) ��� �A1L.a�3�1 �C f.t,;1,X�j Phone# By signature below, the owner/applicant acknowledges that he/she has read the complete Building Permit Instructions&Procedures, and that their application is complete in all respects.The Board of Review reserves the right to refuse to hear any application not meeting the requirements contained herein. Sworn to before me this 64 Sworn to before me this 3� da of (b 9d 92 �0 day of G &?- , 20 2 O li ,j idAl ,j / igna e of operty er L Signature ofApplican iA� ��IlJ1 U !V l � I U Y spg4o�V-j. Prin ame of Property Owner Print N e of Appl icant Notar4 Public Notary Public KINK A MULLEN RICHAry D&I. Notary Public,State of New Connecticut Notary Public No.07SA4673567 My Commission Expires Oct 31,2022 Qualified in Nassau County Commission Expires February 28, 3/21/19 VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET, RYE BROOK,NY 10573 (T) 939-0668 (F) 939-5801 ARCHITECTURAL REVIEW BOARD Wednesday, December 16, 2020 Due to public health and safety concerns from COVID-19, the Architectural Review Board meeting on December 16, 2020 will be closed to members of the public. The public can still watch the live meeting online through Zoom through the app or through the following hftps://us02web.zoom.us/a/82284377958 If any interested members of the public would like to provide comments during the meeting, comments can be emailed to stevefews@ryebrook.org or called in during the meeting at +1 (929) 205-6099, meeting ID: 822 8437 7958 NAME&LOCATION TYPE OF APPLICATION MOTION SECOND APPROVED REJECTED APPLX 35 Country Ridge New Casement Windows & Consent 5116 Dr. (Kaufman) Gas Fire Place Agenda 1 Winthrop Dr New 6' & 4' High White Consent 5117 (Adler) Privacy Fence (Oklahoma) Agenda 10 Beacon Lane Roof Top Solar Array Consent 5118 (Bellatoni) Agenda 992 King Street Legalize Rear Wood Patio Consent 5119 (Leshman) On Grade& Hot Tub Agenda 19 Maywood Ave Driveway Widen, Retaining Consent 5100 (Ocasio) and Wall Fence Agenda 6 Latonia Rd Rear 2 Story Addition. Rear 5120 (Santorelli) 1 Story Addition, Front Portico, & Exterior Alterations 2 Charles Lane Amendment to Prior 5121 (Kaplan) Approval, Siding Cedar Shingles, Composite Deck- Wood& Eliminate Bathroom Window 39 Meadowlark 2nd Story Front Addition, 5122 Road(Rose) Front Porch, &New Deck ML NM MR SE JM SF AC MI KC 37 Hillandale Road Inground Swimming Pool, 5123 (Fischer) Equipment, Patio& Retaining Wall 8 Winding Wood Rd Convert Existing Screen O 5124 (Garofolo) Porch To Conditioned Living Space 10 Pine Ridge Road 2nd Floor Addition&New 5125 (Leon) Roof Over Front Porch 2 Crossway (Fery& Amendment Prior To prior 5126 Yablow) Approval 144 Country Ridge Remove Side Stoop/Stairs, 5127 Dr(Rackenberg) Add new Side Door w/Landing ML ✓ NM MR SE JM SF AC MI KC �s i •i ;T4 Y t ` Ul > ul • .LLI r . . 'i b co CC cl:Lij • - 1 I I 01 LLI I r a .Y� • 6:1 • tw � r ` a4 Y.cc � 2l • �[' .f.;g e• • • • CO Cc • .._ • no is I LA Uj r Y1 R r�`m BUILD EPARTPENT VI E OF RYE BROOK D E C EM 938 KING ET RYE BROOK,NY 10573 (914)93 914)939-5801 DEC - 2 2020 rook.o VILLAGE OF RYE BROOK BUILRING DEPARTMENT ************************************************************************** * FOR OFFICE USE ONLY: l�` Approval Date: DEC 2 2 2020 e Application# Approval Signature: ARCHITECTURAL REVIEW BOARD: Disapproved: ; Date: BOT Approval Date: Chairman: �l \ nn �C PB Approval Date: ; Secretary: �-�?>'11 k�--,_ ZBA Approval Date: Case# Other: �-7 J Application Fee: / Permit Fees: cc)� rA�— EXTERIOR BUILDING PERMIT APPLICATION Application dated: I 2 02- 2 G is hereby made to the Building Inspector of the Village of Rye Brook,NY,for the issuance of a Permit for the construction of building ,structures,additions,alterations or for a change in use,as per detailed statement described below. 1. JobAddress: 8 Winding Wood Rd N 2. Parcel ID#: 129.082-01-13 Zone: R-15 3. Proposed Improvement(Describe in detail): Convert existing screened-in porch to habitable space. Space to include 1 new bedroom and 1 new full bathroom. 4. Property Owner: Angela Garofolo Address: 8 Winding Wood Rd N Phone# Cell# 914-497-5811 e-mail agarofolo28@gmail.com List All Other Properties Owned in Rye Brook: Applicant: Evan Sakofsky Address: 11 Berkley Ln, Rye Brook, NY Phone# Cell# 516-314-1385 e-mail evan.sakofsky@gmail.com Architect: Evan Sakofsky Architect Address: 11 Berkley Ln, Rye Brook, NY Phone# Cell# 516-314-1385 -----e-mail evan.sakofsky@gmail.com Engineer: Address: Phone# Cell# e-mail General Contractor: Address: Phone# Cell# e-mail (I) salrl9 5. Occupancy;(1-Fam.,2-Fam.,Commercial.,etc...)Pre-construction: 1-Fam Post-construction: 1-Fam 6. Area of lot: Square feet: 23,465 Acres: 0.54 7. Dimensions from proposed building or structure to lot lines: front yard: N/A rear yard: 73.86' right side yard: N/A left side yard: 50.12' other: 8. If building is located on a corner lot,which street does it front on: Winding Wood Rd N 9. Area of proposed building in square feet: Basement: 11 fl: ?"d fl: 3rd fl: 10. Total Square Footage of the proposed new construction: 11. For additions,total square footage added: Basement: 1"fl: 2nd fl: 3`d fl: 12. Total Square Footage of the proposed renovation to the existing structure: 261 sq.ft. 13. N.Y.State Construction Classification: V-B N.Y.State Use Classification: R-3 14. Number of stories: 1 Overall Height: Median Height: 15. Basement to be full,or partial: , finished or unfinished: 16. What material is the exterior finish: painted clapboard and painted brick 17. Roof style;peaked,hip,mansard,shed,etc: Roofing material: 18. What system of heating: hydronic(extend existing) 19. If private sewage disposal is necessary,approval by the Westchester County Health Department must be submitted with this application. 20. Will the proposed project require the installation of a new,or an extension/modification to an existing automatic fire suppression system?(Fire Sprinkler,ANSL System,FM-200 System,Type I Hood,etc...) Yes: No: X (ifyes,applicant must submit a separate Automatic Fire Suppressio s e a tion&2 sets ofdetailed engineered plans) 21. Will the proposed project distur 0 ft. m e f 0 ore of impervious coverage requiring a Stonmwater Management Contr e i s § a No: X Area: 22. Will the proposed project requir a i i a i B per§209 of Village Code? Yes: No: X (ify c t u s i i ti ,&provide detailed drawings) 23. Will the proposed project requir 1 es ermit as per§213 of Village Code Yes: No: X (ifyes,you must submit a Site Plan Application,&provide a detailed topographical survey) 24. Is the lot located within 100 ft.of a Wetland as per§245 of Village Code? Yes: No: X (ifyes,the area of wetland and the wetland buffer zone must be properly depicted on the survey&site plan) 25. Is the lot or any portion thereof located in a Flood Plane as per the FIRM Map dated 9/28/07? Yes : No: X (ifyes,the area and elevations of the flood plane must be properly depicted on the survey&site plan) 26. Will the proposed project require a Tree Removal Permit as per§235 of Village Code? Yes: No: X (ifyes,applicant must submit a Tree Removal Permit Application) 27. Does the proposed project involve a Home-Occupation as per§250-38 of Village Code? Yes: No: X Indicate: TIER I: TIER II: TIER II1: (ifyes,a Home Occupation Permit Application is required) 28. List all zoning variances granted or denied for the subject property: 29. What is the total estimated cost of construction: S T V) DOD Note.The estimated cost shall include all site improvements,labor,material,scaffolding,fixed equipment,professional fees,including any material and labor which may be donated gratis.If the final cost exceeds theestimated cost,an additional_fee will be required prior to issuance of the CIO. J(30. Estimated date ofcompletion: ?V-k 121 3/21/19 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 FAX (914)939-5801 RESIDENTIAL LOT AREA COVERAGE Address: 8 Winding Wood Rd N Section: 129.082 Block: 01 Lot: 13 PERMITTED COVERAGE RATIOS IN RESIDENTIAL DISTRICTS (Local Law 3-88) YOUR ZONE AREA IN MAIN ACCESS. DECK ZONE DISTRICT SQ. FEET BLDG. BLDG. MAX. CHECK MAX. R-35 35,000 14% 4% 5% R-25 25,000 14% 3.5% 4% R-20 20,000 14% 3.5% 4% X R-15 15,000 16% 3.5% 4% R-15A 15,000 12% 3.5% 4% R-12 12,500 17% 4% 4% R-10 10,000 20% 4.5% 3.5% R-7 7,500 23% 4.5% 3.5% R-5 5,000 30% 5% 3.5% R-2F 5,000 30% 5% 3.5% E i Proposed: 1. AREA OF LOT 23,465 Sq. Ft. 2. AREA OF HOUSE a. Coverage of Main Building (Including Attached Garage or Access AB it 1ng) 2,655 Sq. Ft. 2,916 Sq. Ft. b. Area of 1"Floor Divided By Area of Lot x 100 11 % 12 % 3. AREA OF ACCESSORY BUILDING (Includes Detached Garages, Tool Shed, Playhouses) - Sq. Ft. - Sq. Ft. a. Coverage of Accessory Building Area of Accessory Building Divided By Area of Lot x 100 % % 4. AREA OF DECK - Sq. Ft. - Sq. Ft. a. Coverage of Deck Area of Deck Divided By Area of Lot x 100 % % I attest to the best of my knowledge and belief, the above information is correct. rchitect's S4nature (3) 3/21/19 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914) 939-0668 Fax(914) 939-5801 IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS Address: 8 Winding Wood Rd N Section: 129.082 Block: 01 Lot: 13 Zone: R-15 IMPERVIOUS SURFACES (Definition): All buildings, as defined herein, and all areas on the ground or elevated above the ground which are comprised of materials through which water cannot readily flow, including, but not limited to asphalt, concrete, masonry, wood, gravel and clay, and which consist of elements including, but not limited to, court yards, sports courts, swimming pools, patios, sidewalks,ramps, terraces and driveways. TOTAL MAXIMUM PERMITTED MAX. PERMITTED COVERAGE Zoning IMPERVIOUS LOT AREA BY IMPERVIOUS SURFACES District COVERAGE IN FRONT (sq.ft.) For Base Lot For Lot Area YARD(%) Area(sq.ft.)* Over Base IZ-35 15 Lot Area(%) R-25 20 0 to 4,000 0 55 R-20 30 4,001 to 6,000 2,200 35 6,001 to 12,000 2,900 27 35 12,001 to 16,000 4,520 2 1 lk 35 16,001 to 20,000 5,560 5 1 40 20,001 to 30,000 6,560 30,001 to 40,000 8,960 45 40,001 & larger 11,260 2 R-7 40 R-5 30 *"Base Lot Area" is the minimum end of the lot size R2-F 30 range in the"Lot Area"column Area of lot: 23,465 sq.ft. Existing Allowed Proposed Total impervious coverage = 4,253 S .ft. 7,391 S . ft. 4,253 S .ft. Front impervious coverage = % % NO WORK I attest to the best of my knowledge and belief, the above information is correct. chitect's Si ture (4) 3;21 l9 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 FAX(914)939-5801 BULK REGULATIONS IN RESIDENTIAL DISTRICTS Address: 8 Winding Wood Rd N Section: 129.082 Block: 01 Lot: 13 MAXIMUM GROSS FLOOR AREA USE FORMULA: Maximum Gross Floor Area = 4,000 + [ (Lot Area — 21,780) x 0.11478421 ]: a. Allowed =—AN 9 b. Existing = 5 c. Proposed = q HEIGHT/SETBACK RAT E N AL ISTRICTS DEFINITION: A standard designed to regulate the height of a building in relation to the average grade of the corresponding portion of the lot line from which it is set back. The ratio modifies the maximum permitted Height of Building by forming an inclined plane beginning at the average grade along the portion of the lot line from which the setback is measured and rising toward the building at the specified ratio above which no part of any building, other than minor architectural features such as chimneys, skylights and dormer windows not covering more than 10% of the entire roof area, shall be permitted to extend. Height and Setback shall be calculated using the formula; Height/Setback=X, where X is the required side or front yard ratio for the zoning district in which a property is located as specified in Article VIII of Chapter 250. A complete elevation view for the proposed improvement must be included on the drawings. FILL IN YOUR RATIOS: ZONE EXIS77NG PROPOSED REQU/RED FRONT: FRONT: FRONT: .44 0_35 SIDE: SIDE: SIDE: 1.20 FRONT: FRONT: FRONT: .48 R--25 SIDE: SIDE: SIDE: 1.30 FRONT: FRONT: FRONT: .60 9.20 SIDE: SIDE. SIDE: 1.60 FRONT: FRONT: FRONT: .60 R-f5 SIDE: SIDE: SIDE: 1.60 NO CHANGE TO EXISTING FRONT: FRONT: FRONT: .80 JF-f5A SIDE. SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .69 R-f2 SIDE. SIDE. SIDE: 1.60 FRONT: FRONT: FRONT: .80 R-10 SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .96 0_7 SIDE: SIDE: SIDE: 3.00 FRONT: FRONT: FRONT: 1.20 0_5 SIDE: SIDE: SIDE: 4.00 FRONT: FRONT: FRONT: 1.20 RdF SIDE. SIDE: SIDE: 4.00 1 attest to the best y knowledge and belief, the above information is correct. '('4'Archite-c::�Vs' nature (s) 3/3/2020 BUILDING DEPARTMENT D F C F U v IE VILLAGE OF RYE BROOK 5 DEC - 2 2020 938 KING STREET RYE BROOK,NY 10573 0 (914)939-0668 Fax(914)939-5801 VILLAGE OF RYE BROOK www.ryebrook.ori! BUILDING DEPARTMENT AFFIDAVIT OF COMPLIANCE VILLAGE CODE §216 • STORM SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BE SUBMITTED ALONG WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION. ANY BUILDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT. STATE OF NEW YOM COUNTY OF WESTCHESTER ) as: 3J, , residing at, 8 Winding Wood Rd N (Print namc) \Jrlrcti.x\hcrc cuu liar) being duly sworn, deposes and states that (s)he is the applicant above named, and further states that (s)he is the legal owner of the property to which this Affidavit of Compliance pertains at; 8 Winding Wood Rd N , Rye Brook,NY. Further that all statements contained herein are true, and that to the best of his/her knowledge and belief, that there are no known illegal cross-connections concerning either the storm sewer or sanitary sewer, and further that there are no roof drains, sump pumps, or other prohibited stormwater or groundwater connections or sources of inflow or infiltration of any kind into the sanitary sewer from the subject property in accordance with all State, County and Village Codes. (Stgnatur >l�Proper r I Print Na x ut Pm 'u ( Sworn to before me this 60 day of Nov. , 20 2-0 4��Jz A Public) KIRK A MULLEN Notary Public Connecticut My Commission Expires Oct 31,2022 (6) 3/21/19 This form must be properly completed & notarized by the Design Professional of record and the Property Owner. Failure to provide this completed form with your permit application will delay the permitting process. ************************************** Notice of Utilization of Truss Type, Pre-Engineered Wood, or Timber Frame Construction. (Title 19 Part 1264& 1265 NYCRR) To:The Building Inspector of the Village of Rye Brook. From: 2Ad_o�-_'� Subject Property: p W n1(4 00Q> SBL: I 2q. 092- Zone: �' 5 Please take notice that the subject;)(One or Two Family; ❑ Commercial, ❑New Structure D -_ ❑ Addition to an Existing Structure Rehabilitation to an Existing Structure DEC -2 2020 to be constructed or performed at the subject property will utilize; VILLAGE OF RYE BROOK ❑ Truss Type Construction(TT) BUILDING DEPARTMENT )(Pre-Engineered Wood Construction(PW) ❑ Timber Construction(TC) in the following location(s); W 1 fJ 3>0li1) 4S Floor Framing, including Girders& B_ eams,(F) ❑ Roof Framing(R) ❑ Floor Framing and Roof Framing(FR) Please note that prior to the issuance of the Certificate of Occupancy, the subject dwelling or building utilizing truss type, pre-engineered wood, or timber construction must be posted with a Truss Identification Sign, installed in conformance with NYCRR §1264 for Commercial Buildings, and NYCRR§1265 for One&Two Family Dwellings. Sworn to before me this (0 P, Sworn to before me this 30�y y of 1vo if 2 day of O . 1W 20 O i t e Signature of D ign Prof Pr' e f wn, a lame of Desi i1essional N a Public Notary Public KIRK A MULLEN RICHARD SAKOFSKY Notary Public Notary Public,State of New York ConnectiWt No.02SA4673567 My curnm�-ssion Expires Oct 31,2022 Qualified in Nassau County Commission Expires February 28, (7) 3.3.20 This application must be properly completed in its entirety by a N.Y. State Registered Architect or N.Y. State Licensed Professional Engineer & signed by those professionals where indicated. It must also include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void, and will be returned to the applicant. Please note that application fees are non-refundable. xxxxxxxxxxxxxxx�xxxxxxx*xxxx***xxxxxxxxxxxxxxxxxxxxxxxxxxxYxrxxxxxxxxxxYxxxxxxxx>;xxxx,:,:xrx*xxxxx�xx*xxxx;: STAJE OF NEW YORK,COUNTY OF WESTCHESTER ) as: 0 V_I , being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as the Applicant) and further states that (s)he is the legal owner of the property to which this application pertains, or that (s)he is the ,A,w-,ii_ 1!ac-y- for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief, and that any work performed, or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications, as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws, ordinances and regulations. By signing this application, the property owner further declares that he/she has inspected the subject property, and that to the best of his/her knowledge there are no roof drains, sump pumps or other prohibited stormwater or groundwater connections or sources of infiltration into the sanitary sewer system on or from the subject property. �h Sworn to before me this Sworn to before me this 301" day of Mo U . , 20 �_O day of Vc���� , 20 �_C) r! gnat of S t p Print . tff Print Name of Applicant *14i A Notary Public ONotary Public RICHARD SAKOFSKY Notary Public,State of New York Klli A M JLLEN No.02SA4673567 Notary Public Qualified in Nassau County L Connecticut Commission Expires February 28, My Comrsission Ezpues Oct 3 t,2022 (9) 3/21/19 bF ■d � ���b5 ���� S� b�� � O� .Dy N ~ � , �Y'`� 1 �•`\\ m PI L7 lSbY 3 §�1,['@9� `.� O m F— (g�W d�i aaca ow'c" ` 1 9 s\ y V altba � � 6 �N ~sy m� a Q p C Z� nCV O b 311giG w o O R oa pp8 iI I 0 r b \am ii.mi o zor o LL�u g J 0- / o�a � 9 101 ❑/d 156.34' z co S00<07'00'E w 0 3 N3-i lI a ONH iSQ 8v-ifl 3aaI G-%Z cu W H z m CD 131.1 . 9 10l 0/d ON 0 3 qua Q 109'22 wz C J� (1� 00 3AI7dQ O W W G LLlS......- r 1ltlHdSd N ¢ o t'• LO u 0 N ¢ N w008 >tig Q N3380S OD Q � J a 00 Ob'21 h m v 3 b [] coY .-1 .V-.W m LQ N F J II i2S, m d z J 'j }�z z� a a Wo z Wo S 10l W CD E� O 3 Ln J r'+ ,Sb'94 C3 O d o a A p \\� V N Z N �CD 122.82' N00°07'00'W PADDOCK ROAD .�.___�__. �---�•- Evan Sa kofs ky ROFOLO RESI E N C E c IE V En ARCHITECT f 11 Berkley Lane DEC �•• 2020 2Rye Brook•New York 8 WINDING WOOD ROAD NORTH • RYE BROOK , NEW YORK 10573 VILLAGE OF RYE BROOK 516.314.1385 GENERAL NOTES CONSTRUCTION&ENERGY CODE NOTES: PLOT PLAN ZONING COMPLIANCE BUILDING DEPARTMENT 1 ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE CONSTRUCTION TYPE V-B PROJECT ADDRESS. 8 WINDINGWOOD ROAD NORTH,RYE BROOK NY 10573 ZONING COMPLIANCE TABLE PREVENTION AND BUILDING CODE INCLUDING THE 2020 RESIDENTIAL CODE OF NEW YORK STATE(2020 RCNYS),THE 2020 ENERGY OCCUPANCY CLASS R-3(ONE-FAMILY RESIDENCE) SECTION/BLOCK/LOT 129 082-01-13 8 WINDING WOOD ROAD NORTH,RYE BROOK,NY,10573 CONSERVATION CODE OF NEW YORK STATE(ECCNYS),THE 2020 ZONE RESIDENCE R-15 PLUMBING CODE OF NEW YORK STATE(2020 PCNYS),THE 2017 NATIONAL ELECTRIC CODE(NFPA 70-2017),LOCAL HEALTH DEPARTMENT 1 THiS PROJECT IS BEING FILED UNDER THE 2020 NEW YORK STATE REGULATIONS AND ALL OTHER APPLICABLE REGULATIONS BY CONSTRUCTION CODES REGULATION REQUIRED/ EXISTING PROPOSED VARIANCE AUTHORITIES HAVING JURISDICTION 2 THE DESIGN OF THIS PROJECT,TO THE BEST OF THE ARCHITECTS ��� ' a PERMITTED REQUIRED? A SHOULD THERE BE ANY INFORMATION SUPPLIED ON OR OMITTED FROM KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGMENT,IS IN COMPLIANCE THE DRAWINGS OR IN THE SPECIFICATIONS THAT INADVERTENTLY DOES WITH THE REQUIREMENTS OF THE 2020 ENERGY CONSERVATION CODE ��f'J - MINIMUM LOT AREA 15,000 S.F. 23.465 S.F. 23,465 S.F. NOT COMPLY WITH CODE,THE CONTRACTOR SHALL BRING THE MATTER OF NEW YORK STATE MINIMUM FRONT YARD(WINDINGWOOD RD) 40.0' 35.0' NO WORK W TO THE IMMEDIATE ATTENTION OF THE ARCHITECT AND RESOLVE IT 3 THE PROJECT SHALL COMPLY WITH THE 2020 ENERGY CONSERVATION *' BEFORE ANY CONSTRUCTION AFFECTING THIS MATTER BEGINS. CODE PER SECTION 402 1,THE PRESCRIPTIVE METHOD OF COMPLIANCE -�� ='�� MINIMUM FRONT YARD(PADDOCK RD) 40.0' 30.0' NO WORK B SHOULD THE CONTRACTOR KNOWINGLY CONSTRUCT ANYTHING IN AS NOTED BELOW NON-COMPLIANCE WITH ANY CODE WITHOUT CONSULTING BEFORE / CA' MINIMUM REAR YARD 40.0' 73.5' 73.5' z HAND.THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR MANDATORY PROVISIONS ��.�� s -`� MINIMUM SIDE YARD 15.0' 38.8' 38.8' CORRECTING THE CONSTRUCTION TO COMPLY WITH ALL LOCAL AND THE PROJECT SHALL COMPLY WITH THE MANDATORY PROVISIONS OF THE �` -� Z STATE CODES AND AT NO ADDITIONAL COST TO THE OWNER.EVEN IF FOLLOWING SECTIONS �-��J ,2 ? E f MINIMUM TOTAL SIDE YARDS CORNER LOT(N/A) N/A N/A THE DRAWINGS OR SPECIFICATIONS CAN BE SHOWN TO CALL OUT ,zUJ 1 " Q NON COMPLYING SITUATIONS 401.3 A CERTIFICATE WILL BE PROVIDED ON THE ELECTRICAL PANEL AS `a ,- `'`� �� £ MAXIMUM GROSS FLOOR AREA 4,193 S.F. 2,655 S.F. 2.916 S.F. O 2.SHOULD UNFORESEEN CONDITIONS OR OTHER CAUSES NECESSITATE REQUIRED ' MAXIMUM BUILDING HEIGHT 2 STORIES/30'-0" 1 STORY/±12'-0" 1 STORY/±12'-0" L CONSTRUCTION DETAILS NOT IN ACCORDANCE WITH THESE PLANS,THE 402.1.1 VAPOR RETARDER PROVIDED THROUGH THE USE OF CLOSED CELL I ch CONTRACTOR SHALL NOTIFY THE ARCHITECT AND SUBMIT HIS DETAILS SPF INSULATION ON RAFTERS AND LOW-PERM PRIMER ON WALLS ! ! MAXIMUM BUILDING COVERAGE 3,754 S.F.(16%) 2,655 S.F.(11%) 2,916 S.F.(12%) SHOWING THE PROPOSED METHODS TO ACCOMPLISH THE REQUIRED 402.1.2 INSULATION AND FENESTRATION SHALL BE PER THE TABLE BELOW RESULTS PATCH.REPAIR AND FINISH OF ALL DISTURBED AREAS 4024 AIR-LEAKAGE SHALL BE LIMITED PER SECTIONS R402 4 1 THROUGH 1 - _r' 1 MAXIMUM IMPERVIOUS COVERAGE 7,391 S.F. 4,253 S.F. 4.253 S.F. 3.ALL ELECTRICAL.PLUMBING AND H.V.A.C.WORK SHALL BE DONE OR R402 4 5 DIRECTLY SUPERVISED BY SUBCONTRACTORS LICENSED TO WORK IN THE 40241 1 THE BUILDING THERMAL ENVELOPE IN THE AREA OF THE ' 1. 1 11 - 1 U) STATE WORK SHALL BE DURABLY SEALED TO LIMIT INFILTRATION - 4.DIMENSIONS SHOWN ARE FROM STUD TO STUD,EXCEPT WHEN MEASURING PER TABLE 402.4.1.1. t, W FROM EXISTING WALLS IN WHICH CASE DIMENSIONS START FROM FINISHED 40243 FENESTRATION SHALL MEET AIR LEAKAGE REQUIREMENTS GYPSUM BOARD OR SHEATHING 40245 RECESSED LIGHTING SHALL MEET THE REQUIREMENTS .. ... As z ,_._. 5.VERIFY ALL DIMENSIONS IN THE FIELD.DISCREPANCIES BETWEEN ACTUAL 4031 CONTROLS AT LEAST ONE THERMOSTAT SHALL BE PROVIDED FOR 1 ? CONDITIONS AND DRAWINGS AND/OR SPECIFICATIONS SHALL BE REPORTED EACH SEPARATE HEATING AND COOLING SYSTEM TO THE ARCHITECT IN WRITING FOR CLARIFICATION WORK SHALL NOT 40332 DUCTS SHALL BE SEALED PROCEED UNTIL SUCH CLARIFICATION HAS BEEN RECEIVED. 40333 DUCTS SHALL BE TESTED PER THIS SECTION 6.INSPECT THE PREMISES AND VIEW THE EXISTING CONDITIONS TO VERIFY 40335 BUILDING FRAMING CAVITIES SHALL NOT BE USED AS DUCTS OR • a4 g PROPOSED SITE PLAN O Y ALL CONDITIONS,SIZES AND QUANTITIES.PLANS ARE FURNISHED TO PLENUMS INDICATE THE SCOPE OF THE INTENDED CONTRACT WORK EXISTING 4034 MECHANICAL SYSTEM PIPING CARRYING FLUIDS ABOVE 105 F OR 'NOT TO SCALE � (� CONDITIONS WHICH MIGHT PRECLUDE OR INTERFERE WITH THE PROPOSED BELOW 55'F SHALL BE INSULATED TO A MINUMUM OF R-3 v O WORK AS DRAWN OR SPECIFIED SHALL BE BROUGHT TO THE ATTENTION OF 4036 OUTDOOR AIR INTAKES AND EXHAUSTS SHALL HAVE AUTOMATIC THE ARCHITECT AND OWNER FOR RESOLVING.RELOCATIONS MUST BE GRAVITY DAMPERS O CHECKED TO VERIFY THEIR FEASIBILITY IN ACCORDANCE WITH THE NEW 4037 NEW OR REPLACEMENT HEATING AND COOLING EQUIPMENT SHALL (� AD ^-T^I� OREQUIREMENTS. MEET MINIMUM EFFICIENCY REQUIREMENTSWINDINGWOOD t{�\J I!7 WRITTEN DIMENSIONS ON THE DRAWINGS SHALL HAVE PRECEDENCE OVER 4041 AT LEAST 90%OF PERMANENTLY INSTALLED LAMPS OR FIXTURES , `SCALED DIMENSIONS11 INDICATED THESE.VERIFY ALL DIMENSIONS AND CONDITIONS SHALL BE HIGH-EFFICACY Q 8 ADEQU TELOY BRACE AND PROTECT ALL WORK DURING CONSTRUCTION L_1 21 .96t R=1 7 8 6.41' O 7 co AGAINST DAMAGE,BREAKAGE,COLLAPSE,DISTORTIONS AND D "Now L• MIS-ALIGNMENT ACCORDING TO APPLICABLE CODES,STANDARDS AND M.E.P. DESIGN/BUILD N OTEtL _ GOOD PRACTICE. 2= rm 9.MANDATORY INSPECTIONS:MANDATORY INSPECTIONS SHALL COMPLY 1.THE FOLLOWING ITEMS SHALL BE COMPLETED B?THE CONTRACTOR A 20201016- �- > W WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION. DESIGN/BUILD ITEMS.THE CONTRACTOR SHALL SPECIFY,SIZE,AN � > >_ VISIT THE PROJECT SITE TO INSPECT THE SCOPE OF THE WORK IN LAYOUT NECESSARY EQUIPMENT AND FIXTURES AS AE©UIRED:FOR ri RELATION TO THE EXISTING CONDITIONS. COMPLETE SYSTEM SUBJECT TO APPROVAL OF THE OWNER 10.VENTILATION:PROVIDE VENTILATION IN CONFORMANCE WITH THE STATE ,V W M BUILDING CODE. A.HVAC SYSTEMS.EXISTING SYSTEMS SHALL OE EXPANDED OR MO N _j W _ co IJ.� 11.SMOKE DETECTORS SHALL BE MOUNTED AND PLACED IN ACCORDANCE AS REQUIRED TO ACCOMMODATE NEW LAYOUT. _ WITH NFPA 72,STANDARD FOR INSTALLATION AND MAINTENANCE AND USE A.A.PROVIDE HVAC IN NEW BEDROOM SUTTABU TO MAINTAIN A 72 OF HOUSEHOLD FIRE WARNING EQUIPMENT AND IN ACCORDANCE WITH DEGREE INTERIOR TEMPERATURE WHEN THE WERI9i DING 14 PEC ,Village of Rye BMOk.W JJ Q A cil STATE BUILDING AND FIRE CODES. TEMPERATURE IS BETWEEN 0 AND 90 DEGIEES FAHRENHEIT. _j ON 12.ALL PLUMBING WORK SHALL CONFORM TO THE STATE PLUMBING CODE, A B AIR-CONDITIONING SYSTEMS SHALL BE HIGH EFFICIENCY OZONE ALL ELECTRICAL WORK SHALL CONFORM TO NATIONAL ELECTRICAL CODE, FRIENDLY MINIMUM 13 SEER CONDENSING UNIT(S) AND ALL HEATING AND VENTILATING WORK SHALL COMPLY WITH AMERICAN A C EQUIPMENT SHALL BE SIZED ACCORDING TO AIR-CONDITIONING 30.04 •A SEAL: SOCIETY OF HEATING,REFRIGERATING AND AIR-CONDITIONING ENGINEERS CONTRACTORS OF AMERICAS(ACCA)MANUAL J AND SECTION (ASHRAE)STANDARDS. M1401.3 OF THE STATE BUILDING CODE RULE-OF-THUMB METHODS N 38.77 '� 13.PROVIDE CARBON MONOXIDE DETECTORS WITHIN 15'OF SLEEPING AREAS SHALL NOT BE USED. �y j �n . AND ADJACENT TO THE GARAGE. B ELECTRICAL SYSTEMS REFER TO ELECTRICAL PLANS FOR GENERAL �' 001 14.THE TERM"PROVIDE"MEANS TO'FURNIS WAND"INSTALL" LAYOUT OF FIXTURES AND SWITCHING PROVIDE OUTLETS PER CODE p 15.THE TERM"FURNISH'MEANS TO SUPPLY REQUIRED COMPONENTS AND C PLUMBING SYSTEMS REFER TO FLOOR PLANS FOR GENERAL LOCATION ; GARAGE `4 DELIVER TO PROJECT SITE. OF PLUMBING FIXTURES V�II�d�? of�'ye Brook1 STORY BRICK 1ti 16.THE TERM"INSTALL"MEANS TO INSTALL ALL REQUIRED ITEMS �j In AND FRAME niFENCE Arrhit.actura Re view Board "� N BUILDING #8 25.00' 0.18E FU `, 38.81 A Droval Uate• Z z Choirman. c cv /w o z C. 23.70 PATIO j/%/ 50.12' Q ISSUED FOR: 29.95 `a PERMIT 0 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ►J-s 20151RC TABLE R301 2 1 WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER AIR MEAN �J � Q.. ISSUED DATE: GROUND SPEED DESIGN FROST LINE DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL "�� SNOW LOAD (MPH) CATEGORY WEATHERING DEPTH TERMITE TEMP REQUIRED HAZARDS INDEX TEMP CONVERT EXISTING 1 1.01.20 20 PSF 115 120 MPH C SEVERE 42' MOD TO HVY 15 F YES ZONE X <1000 522 F - - SCREENED-IN PORCH TO z REVISION DATE: REVISION NO.: CD HABITABLE SPACE a QED AR o En - 0 CLIMATE FENESTRATION SKYLIGHT GLAZING CEILING WOOD FRAME MASS WALL FLOOR BASEMENT CRAWLSPACE b O N � ZONE U•FACTOR U-FACTOR SHGC R-VALUE R-VALUE R-VALUE R-VALUE WALL R-VALUE SLAB R-VALUE WALL R-VALUE SA �� -4 • Ow C)o o REQUIRED 4A 035 055 040 49 20 OR 13+5 813 19 1013 10/2 FT 1013 tr ^� 0- _> 4 CD :FC PROVIDED 4A 5 0 35 N'A <_0 40 49 20 N A N A NA 10/2 FT N A �� I �� rTi TITLE SHEET& �-� a GENERAL NOTES � Q r � FENCE FENCE ce J► FENCE FENCE 0.11W 71 03 aQ 0.22N I 0.13N 0,14N 0.22N �• OLD POST/RAIL FENCE L POS /RAIL FENC OF N 150.00` S89'053'0041W LOT 4 01 OF 04 __- -------- — — - - --- ____ - ----_-- -- -— - — -_ ____-_ ------ —_ _ - _. - -_ —------— _ - The following s,pecifications are made in.general form and not Demolition-Provide all labor materials and equipment to perform the 03 300-Cast-In-Place Concrete grout rises at least one inch above the plate on opposite side or said plate Contractor shall review construction documents and provide labor and sub-floor decking and hardwood floors When installing hardwoods over a all sewer lines Pitch shall be a minimum 1 8 per fool for soil lines larger - -.------ Evan Sakofsky all sections or materials pertain to this pr9lect.In the case of required demolition of existing pavement no longer needed for access or Footings-Center all footings on walls piers or columns above unless Neatly trowel edges of grout base.tapered at an angle of 60 degrees materials pertaining to metal work as required in said documents and as Felt.On all roof surfaces install a minimum No 15 asphalt impregnated concrete slab install a layer of 3 4 plywood as underlayment over 6 mil than 3"diameter and a minimum of 1 4 per foot for soil lines 3 diameter conflict between the specification on thiski!2e and parking abandoned utilities and structures which interfere with the otherwise rioted All footings shall rest on undisturbed virgin soil with specified herein.while complying with all applicable building codes rooting felt For roofs that are steeper than a 6 12 pitch use a single layer polyethylene Along walls and permanent objects install molding to or less Insulate all interior drainflivaste piping with batt insulation for specifications found elsewhere in this drawing set,the proposed Construction When required install chain link fencing around minimum soil bearing allowable of 2000 psf.tested for 95 percent Division 04 000-Masonry of felt For roofs with less than a 6 12 pitch install a double layer of felt and conceal expansion area sound attenuation Clay pipes may be used for decorative drainage in specifications shown on the drawings shall take precedence. the area of demolition work Protect all adjacent areas not to be compaction.or 3 4"stone compacted in 12'lifts to 95 percent density if fill 05 100-Structural Metal Framing overlap a minimum of IS Overlap felt a minimum of 4 vertically yards A R C H I T E C T demolished Remove all debris from job site before construction begins is required Footings at building perimeter shall be a minimum of 42 below 04 050-Basic Masonry Materials and Methods Fabrication and erection of structural steel shall conform to the American and 12 horizontally Continue felt 6 up all vertical surfaces and 4"over Pre-finished:Wood flooring shall be tongue and groove construction and frost fine constructed of 3000 psi concrete Provide 3-95 rebar Masonry Mortaring-Mortar shall be Type M cr S in accordance with institute of Steel Construction'Manual of Steel Construction.Load arid gutter and valley metal Fasten all edges with large headed galvanized true square edged for a flat smooth surface Wood flooring can be Water Pipes-From public water line.install Division 00 000 Procurement and Contracting Requirements. Remediation iteinforcing steel!continuous through footers unless otherwise noted ASTM C270.2500 psi Grout shall be in acc,�rclance with ASTM Resistance Factor Design- nails on 6-centers Lay courses parallel with eaves Do not stretch fastened with appropriate nails.staples or glue Checkspecific Type-L-or K-1 5(minimum)copper pipes located below frost Contractor to abate any hazardous material or substance before beginning Provide 05 rebar(reinforcing steel)corner bars at all corners and C270.Type M.25DO psi concrete using pea grave!for coarse aggregate courses manufacturer's recommendations line From the meter to the building install I 5 supply water 00 250-Supplementary Instructions to Bidders construction Contractor shall contract with a properly licensed and intersections of footings beams and walls Each side should with a maximum aggregate size of 3 8 and an 8 minimum Steel deck units and accessories sha,be fabricated from steel sheet lines Use 1 2".3 4 minimum lines from supply lines to each plumbing 1 1 Berkley Lane S te visitation prior to submitting a bid price for the work.the contractor qualified hazardous material contractor overlap T-O".with a 90 degree bend Footings shall bearon undisturbed to I I-maximum slump Mortarp,nts shal be 3 8 thick finished to conforming to astm a653 sq grade 40 with m ntmum yield point of 40ksi 07 200-Thermal Protection Unfinished:Acclimate flooring to conditioned space a minimum of seven fixture as required At water heaters and hose bibs install a sha!l visit the site and verify all conditions in the contract documents and soil and kept free from ground water Underneath load-bearing walls and produce a concave.flush beaded raked form Mortar or grout not used Provide insulation per the drawings All plumbing chases n interior a walls days prior to installation Wood flooring shall be tongue and groove minimum 3/4"pipe From water heater install 314--l-pipe to each room Rye Brook-New York inform the architect of any discrepancy prior to execution of the work 02 300-Earthwork interior or exterior column footings.thicken slabs within a V radius within 2 I t2 hours after mixing shal not be used n masonry work In hot Provide all structural steel and misce laneous meta:work including lintels. shall be insulated with Roxul Safe'N'Sound insulation for sound construction.3/8-thick x 2 1/4-wide random lengths with true square edge with branches to fixtures as described above Fittings shall be wrought 10573 to 12-thick weather add water as needed to supplement evaporation losses In cold If tch plates.and all support members.complete with required bracing for a fiat smooth surface unless noted otherwise Use 2-barbed fasteners copper.soldered with 95-5 solder and suitable flux Use polished chrome 00500-Certificates Shoring and Underpinning-Existing footings foundations.pile caps. weather when air temperatures range between 32 degrees and 40 Yields.washers,nuts.shims anchor bolts.base pfates.bearing plates of approved staples for installing plank or strip flooring Afteraminimurn adjustable brass P-traps with wall escutcheons at all exposed locations All bonding and insurance requirements shall be coordinated with the grade beams.retaining walls or pavement which may be affected by Slab Foundations-Concrete floor slabs iolhiet than garage or extersor degrees Fahrenheit.heat mixing water or aggregate to between 70 All steel details and connections shall be in accordance with the 07 300-Shingles.Roof Tiles and Roof Coverage of 48 hours sand and finish using a stain coat and a minimum three coats Pex tubing shall be allowed excavation operations shall be shored or underpinned adequately or slabs)shall be constructed cf 3000 psi c,ncrete.garage slabs and exterior degrees and 160 degrees Fahrenheit maximum When air temperature is 516-314-1385 Owner prior to beg rin rig construction Contractor shall additionally insure otherwise protected against settlement and shall be protected against slabs shall be constructed--f 3500 ps,concrete,4-thick reinforced below 32 degrees Fahrenheit heat both the missing water and aggregate requirements of the latest AISC Specifications and latest revisions Asphalt Shingles.Provide Composde/Asphaft shingles per of polyurethane Provide shut-off valves at sinks.toilets,water heater and other fixtures as the Architect and its consultants Provide Architect with ACORD insural rice lateral movement Provide necessary materials to hold back earth at with 1 0 gauge 6-x 6 welded-wire mesh continuous and rebar(reinforcing to between 70 degrees and 160 degrees Fahrenheit rnaximurn Mortar Provide all required anchor bolts.bearing plates and metal ties required by manufacturers recommendations over underlayment as specified on required Test all pipes under 100 lbs pressure per building code certificate prior to start of construction excavations and as required to prevent cave-ins and earth sloughs steel)asperplans Place slabs over well-compacted granular fill colors to be selected by the Architect standard practice and as noted below drawings 09 7000-Wall Finishes requiremerds compacted in 12 inch lifts tr 95 percent density per AASHTO T-1 80 All structural metal for beams shall be in accordance with ASTM Walls shall be clean and free of defects such as cracks or unfinished joints Division 01 000 General Requirements Excavation Support and Protection-Install excavation support systems Proctor.and a 15 md vapor barrier U N 0 Construction or control joints Masonry Anchorage and Reinforcing A992-50 All structural steel for steel columns shall comply with ASTM Slate Shingles.All slate shall be hard.dense.sound rock machine prior to installation of wall finishes If mildew is evident.mildew must be Waste Drainage-Install sewage clean-out at the end of each horizontal for safety preservation of existing improvements Design criteria of shall be provided in slabs-n grade so that the rnaximum area between Brick Ties-Install galvanized steel vAre type brick ties The brick veneer specification A-53 Grade B or A-500 Structural steel columns shall be per punched for I=nails each All exposed corners shall be practically full removed and surface properly treated to inhttxt further mildew growth 01 100-Additional General Requirements No broken corners on covered ends which sacrifice nailing strength or the drainage tun and every 100 feet per building code requirements Vents support systems shall consider all loads in a manner which will allow the joints shall be 400 sq ft and the length of that area is not more than twice must be securely attached to the existing construction Provide one tie for drawings but at a minimum 3'minimum inside diameter unless noted shall be installed throughout plumbing connecti,.;ns and connected with the In addition to the General Condit-:,ris the following conditions shall apply safe and expeditious construction of permanent structures without thewidth Provide smooth steel trowel finish for all interior slab areas and each 2 2/3sqft ofwall area The maximum spacing of ties.either otherwise laying of watertight roof will be allowed No broken or cracked slate will be 09 900-Painting and Coating vertical stacks and vented through the roof Check with local build rig code movement or settlement of the ground Shoring.including sheet piling garage surfaces Provide broom finish texture for all exterior slabs unless horizontally or vertically.should not exceed 24 inches This be spacing All steel plates shall be in conformance with ASTM A36 used Prepare each surface to receive scheduled work as set forth below officials for specific venting requirements The contractor shall furnish all labor.materials tools equipment. shall be furnished and installed as necessary to protect workers.banks. receiving finished stone or other surface Slope exterior patio or porch apples above and below grade Tubular Steel shall be in conformance with ASTM A500 Grade B appliances.transportation.hauling.etc To complete.in a workmanlike adjacent paving structures and utilities Shoring.bracing and sheeting slabs away from building at I S'of drop in elevation for every I*-O'in Steel pipe shall be in conformance with ASTM A-53 Grade B. Wood Shingles.Install all shingles per the Cedar Shake and Shingle Exterior Painting-AD nail heads shall be set below the surface and Water Heater-Provide on a design-build basis Water heater,si sha I manner.everything shown.called for or reasonably imp!ied in ft plans or shall be removed as excavations are backfilled.in a manner to prevent distance At garage slab.provide positive drainage and taper lip at Tie Fasteners-Wood Frame-Install corrosion resistant nails to attach Steel angles and channels shall be in conformance with ASTM A36 Bureau recommendations finished smooth If mildew is evident.the mildew must be removed and have appropriate safety valves.back flow preventers pressure relief in these specifications caving garage overhead door Exterior slabs and garage slabs shall be the corrugated metal ties to wood frame construction The nails should Cast Iron shall be in conformance with ASTM A-48 Class 30.unless surface treated to inhibit further mill growth Exterior walls shall valves and drain assemblies Follow manufacturer re Contractor shall review construction documents and provide labor and air-entrained between 5%and 7%total air content penetrate at least I 1 4"into the wood studs otherwise noted Tole Roofing.All tile shingle assemblies shall be complete with all receive a primer coat and two coats of flat or semi-gloss paint Pre-prime materials pertaining to carpentry work as required in said documents and Excavation-Excavate as required for all construction,utilities,paving and Welding Electrodes shall be as permitted by AWS Code DI 0 required cover.pan.ridge,hip tile closure hie and accessories Install as the backside edges and ends of lumber and siding prior to construction equipment as indicated or as necessary Excavation shall be performed Poured Concrete Basement Walls-Poured walls shall be constructed Metal-Corrosion resistant.seff tapping metal screws should be used to All bolts shall be in conformance with ASTM A325 and A490 specified by tile manufacturer No broken or cracked hie shall be used When staining.pre-prime with the same product as specified for the final 15 900-Heating,Ventilating,and Air Conditioning(HVAC) as specified herein.while complying with all applicable building codes so that the area of the site and the area immediately surrounding the site of 30DO psi concrete with rebar as shown on drawings ifnorebaris attach metal wire ties to metal construction Screws should penetrate at coat Sand and putty wood surface smooth before finrsh is applied Guarantee,all workmanship and materials shall be guaranteed for a and affecting operations at the site will be continually and effectively shown.then at a minimum.provide 05 Febar ire,nforc rig least Ij`2 inch into the metal structure All anchor rods shao be in conformance with ASTM FlI554 Grade 36 07 400-Roofing and Siding Panels Surfaces shall be sanded before each finish layer is applied Install control systems Zone rooms as apprz,priate Thelocationof minimum period of one year after acceptance by owner.unless otherwise drained Water shall not be permitted to accumulate in the excavation steel)at 12 x 12 on center(OC)placed in a verticai grid Patch a I vo ds Metal Rol Install 50 year warranty raised rib or standing seam metal controls shall be coordinated to avoid conflicts with furnishings or uses for indicated The excavation shall be drained by pumping or other satisfactory methods and depressions exceeding 3/8 inch in any d rection Piovideapproprate UA to prevent softening of the foundation bottom.undercutting of footing.or waterproofing system around the exterior perimeter and nstall drainage as Concrete or Masonry-Install bes with lag bolts and expansion shield or roof system with concealed fasteners as shown on construction Patnti-Prime wood surfaces including faces.edges and ends before the rooms in which controls are located Damages:for the duration of the construction period.the contractor shall other actions detrunental to proper construction procedures specified by manufacturers recommendations masonry nails The fasteners and anchors should be corrosion resistant 05 600-Metal Fabrications documents Install a layer of fire-retardant paper between roof structure installation After installation.apply at least one coat of wood primer and assume full responsibility for all damages caused by his workers or When installing a continuous steel angle it should conform to ASTM A36 Install metal detailing as specified on construction documents Install metal and metal two coats of f,nrsh paint Central HVAC Equipment-HVAC shall be a fully operational engineered subcontractors'workers The contractor shall repair andfor replace all Trenching for underground utilities systems and drain lines shall be Concrete Finishing-Repair of surface defects shall begin immed-ately and be treated to resist corrosion Steel angles for lintels should be a gates.grilles.iron work,etc to meet 30 applicable building codes.with system designed to meet local weather conditions and building 0 � �e broken parts.including glass.at no additional cost to the owner All excavated to the required alignments and depths The bottoms of after removal of form or pouring of slab foundation Provide smoothsteel minimum 1/4"thick with at least 3 inch legs appropriate detailing and patterns as shown in construction documents Wood Siding-Install horizontal or vertical wood siding as specified in Interior Painbng-Interior paint shai;be Benjamin Moore Natura No-VOC requirements All permits and inspections sha:be obtained by contractor openings due to construction in exterior walls and roofs of the existing Metal shall be shop built.welded together.cleaned bhoroughty and painted construction documents Siding shall be kiln-dned.straight grain and paintUNO All nail heads shall beset below the surface and finished as required by applicable building codes structure shall be carefully protected with temporary closures to prevent trenches shall be graded to secure the required slope and shall be tamped trowel finish for all interior slab areas and garagesurfaces Providebroom Masonry Accessories with two coats of an anti-rust primer After installation.apply an additional sealed at all ends When installing siding horizontally.joints should be smooth Joints should be taped and covered with a surtable drywall joint Z 1= rf necessary to provide a firm pipe bed finish texture for all exterior slabs Slope exterior patio or porch slabs coat and anti-rust primer in preparation for finish coats blocked and butt joints caulked or concealed with batten strips compound Sand the spackled nail heads and joint compound smooth and Air-conditioning Unit the entrance of any water.snow or ice into interior spaces Any damage away from build rig at 1 4"of drop in elevation for every I*-0'in Flashing-Flashing materials may be bituminous membranes.sheet dust well before priming Interior walls shall receive a primer coat and two from water,snow or ice shall be fully repaired by the contractor at no cost distance At garage slab.provide positive drainage and taper lip at metals or a combination of these Contmuous flashing shall be installed at HVAC und(s)shall total be minimum 13 SEER The system will contain a whatsoever to the owner The contractor shall be required to verify the existence and location of all garage/overhead door Patch all voids and depressions exceeding 318 the bottom of the air space Flashing mush be at or above grade Division 06 000-Wood,Plastics,and Composites 07 600-Flashing and Sheet Metal coats of flat or semi-gloss paint Surfaces shall be sanded before each concrete pad for the condenser.power disconnects,condensate drains, UA 0 0 underground utilities All existing utilities shall be marked.identified and inch in any direction Flashing should be installed at the heads and sills of all openings and Install appropriate flashing at all joints of chimneys,dormers.walls,vent finish layer is applied air distribution ducts.diffusers and thermostats Central units for air Clean-up:in addition to the normal clean-up each day,it is expected that protected from damage during construction wherever the air space is interrupted Flashing should extend through the 06 100-Rough Carpentry pipes and other connection points to prevent the infiltration of conditioning or ventilation shall be arranged so that airflow is as direct as the contractor will keep the entire premises free of debris,discarded face of the brick veneer to form a dnp edge Where the flashing is not Lumber shall be of live.sound stock and properly dried Pressure treated water Flashing shall be assembled of 16 ounce hard copper sheet Intenor Wood-Wood surfaces shag be sanded smooth before finish is possible Coordinate location of return air unit a = >_ material,etc. Backfill as required for all excavation Backfill in layers not more than 6 Curing-After placement.concrete shall be protected to maintain proper inches in depth and tamper to proper dry density compaction backfilling moisture and temperature Protection shall ensure that excessive water continuous,such as at heads and sills.the ends should be tLimed up lumber shall be used where any lumber shall come into contract with metal Valleys shall be wrapped with 20"wide copper flashing and applied Putty areas with a wood based filler where nails or other defects Workmanship:it is assumed that all work will be performed by workers shall not take place until floor framing and plywood is installed evaporation does not impair required strength or serviceabildly of the approximately 1 inch concrete.masonry block or sod and when using as support members for extend 1 O'in each direction from center-line of valley Use 4"wide x 4-high appear in the surface Division 16 000-Electrical 1111111111111111111111 who are skilled and experienced in#*it respective trades All installations Contractor shall excavate to firm SOW bearing for all footings,walls.etc element decks.porches or balcones Lumber for use al exterior shall have a x lUlong copper flashing between wall siding and roof surfaces and step rids before Contractor shall provide mechanical design on an design-build basis shall operate property in a first-class manner Workmanship shall conform To local authordy's requirements and below the frost line Weep holes-Masonry weep holes.each having an area of at least 70 maximum 12 percent moisture content Provide adequate bracing and flashing between masonry and roof surfaces Keep flashing concealed PaintfStain-Prime wood surfaces including faces,edges and e 0 300 to the best trade practices Finished surfaces shall be plumb and level. Cold Weather-During anticipated ambient temperature conditions of 35 mm(O I sq in).are required above flashing in masonry cavity wall Shoring during the construction process Studs and joists cut to install except where exposed on vertical surfaces or counter flashing installation After installation.apply at least one coat of wood primer and 16 200-Electrical Power U) straight and free of imperfections and set firmly to accurate 02 500-Utilities degrees F or less.concrete temperature shall be maintained above a construction Weep holes should be located in the head joints immediately plumbing and/or wiring shall be reinforced by adding metal or wood two coats of finish paint Surfaces shall be sanded before each finish layer above the flashing and spaced at 16'on center structural reinforcing to strengthen member back to original capacity and is applied From electrical meter box,install wiring to building Raceways to be 0 UJ measurements Finished product shall be totally clean and free of Install necessary utility services,such as electricity.water,gas and oil. frozen state until a concrete compressive strength of 500psi has been buned shall be PVC 02 Plastic Electrical conduit Where permitted by covering materials.loose or foreign materials.etc Sanitary sewerage and support structures for power and communications reached Where reinforced concrete is dry or protected from moisture in maintain structural integrity Holes bored shall not be larger than 113 the 07 7100-Manufactured Gutters and Downspouts W depth and not closer than 2"to the top or bottom of the joist Galvanized Metal code.non-metallic sheathed cable maybe used TypeTHWorTHWN Coordinate requirements with local utity providers All utilities shall be service.or for plain concrete in all service conditions.calcium chloride 04 21 0-Brick Veneer Masonry Install gutters and downspouts per plans Attach every 7-T on 600 voll insulation conductors shall be used.minimum wire size shall be Extra charges:will be allowed only when authorized in writing by the located underground from street to building.unless otherwrise stated added to the mixture shall not exceed 2 0%by weight of cementitious Brick shall be placed in a running bond with joints finished to produce a center(OC)with straps and/or fasteners Aluminum should be 25 gauge Before applying a finish.remove dirt.oil.grease and other loose particles owner before the charge is incurred #1 2 Aluminum wire shall not be permitted Wiring shall connect into metal cc 0 Z Utility Connection Fees paid to a utility shall be paid directly by the owner materials For reinforced concrete subject to other service conditions. concave form unless noted otherwise All joints shall be uniform and 3/8 Wood Species:Douglas Fir-Latch No 2,no substitutioris aluminum copper shall be per plans Wash with solvent If rusted.wire brush or sand clean recessed electrical panel,as shown on coristruction documents Electrical with no mark-up on the fee calcium chloride added to the mixture shall not exceed 0 50%by weight of inch thick unless otherwise noted Detailing.such as soldier courses. service shall be rated at the appropnate level of amps Wiring from the General cleaning:upon completion of construction.the contractor is to cementitious materials rowfocks,quoins.etc.and location of brick veneer shall be shown in the Wood Framing 07 900-Joint Sealants Steel and Iron outside meter box shall be SE cable Provide Arc-fauft circuit interrupters clean the exterior of the structure and the site,removing all stains.debris, construction documents Wall bes shall be hot-dipped galvanized 09 Floor Framing-Information below pertains to conventional stick framing. Use a 50 year warranty silicon based caulk at high expansion/compression Remove all weld splatter Grind all edges.projection,sharp comers and in circuits required by code 3: - etc Resulting from construction The contractor shall also clean all interior 02 950-Site Restoration and Rehabilitation Warm Weather-During hot weather.attention shall be given to gauge wire with a hook on the extended leg to engage or enclose a 99 d pre-engineered trusses are used follow manufactures guidelines for areas,such as around chimneys,ble.ceramic,and around enamel and welds to a smooth,round contour Abrasive sand blast steel and iron areas of the structure in the areas of new work All glass,inside and Out, Topsoil Placement and Grading ingredients,production methods.handling.delivering.placing.protection, gauge horizontal joint reinforcement wire Joint reinforcement shall be tristallation Pressure treated lumber shall be used where any lumber shag pre-fabricated tubs and showers For exterior windows.door frames, surfaces In areas where blasting is not feasible use power cleaning tool 16 300-Transmission and Distribution shall be completely cleaned A three(7)inch cover of topsoil or appropriate soil amendment shall be and curing of concrete to prevent excessive concrete temperatures or continuous with butt splices between ties permitted Wall ties shall be come into contract with concrete.masonry block.roof curbing or roof interior trim.woodwork and other paintable surfaces use a clear or colored Remove dust and sand from the surfaces after sand blasting by brushing Provide and install necessary circuits and breakers for appliances as 0 �e Recycling-contractor shall designate a location on site and a spread uniformly over the soil(9 yards per 1 000 sq It)and Idled onto the water evaporation that could impair required strength or serviceability of located to support no more than 2 square feet of wall area and spaced a blocking Latexbasedcaulk Color shall match wood stain or paint and vacuum cleaning Apply the prime coat as soon as posstble after the stated in manufacturers recommendations per applicable building code MJ (D hauler/recylcler for collection of recyclable/sadvage,materials from top six(6*)inches of soil Topsoil shall be a natural,fertile,triable soil. the member or structure maxonum 24'on center horizontally Provide rope wick preparation is complete and before the dew point is reached AD surfaces rills Branch circurts shall be wired with No 12 gauge wire demolition and construction activities. typical of productive sod in the vicinity.obtained from naturally well drained weep-holes.spaced approximately 32 inches on center in vertical joins of blasted and power-tooled in one day shall be coated on the same da requrreme 0 first course over all counter flashing and through wall flashing on all Girders:Install girders in pockets formed in the foundation or on top of Division 08 000-Openings y Install GFI circuits with No 12 gauge wire in all wet areas.baths and 01 500-Temporary Facilities and Controls areas Rototill all areas indicated on plans and an areas damaged by 03 400-Precast Concrete exterior walls the Sig plate The pocket should allow a minimum of 112-on both sides for Apply at least one coat of alkyd-type enamel primer and two finish coats exterior outlets 0 Z construction.to depth of 4".removing stumps.all foreign objects and Provide all labor.materials and equipment to provide concrete structures circulation 08 200-Wood Doors power stones larger than one inch diameter Place topsoil on all areas and as called for on the plans Erect pre-cast concrete units and accurately Exterior Doors-All exterior doors shall be per plans wdh copper pan Concrete and Masonry Coatings 0 Temporary Utilities-Contractor to provide and install temporary incorporate by rotobUtng into subsoil 04 200-Concrete Masonry Raceway and Boxes for Electrical Systems-Flexible or rigid condurts, for construction site d required Connect to existing power service wrftut install in place with hoisting equipment more than adequate for the loads Sills:Install single solid pressure treated lumber horizontally on flashings and weather-tight thresholds Install color appropriate Allow masonry,concrete and stucco to age at least one month before couplings,supports and nonmetallic ducts Install conduit concealed in all disrupting local service requirements Power feeder service characteristics At completion,units shall be plumb.level and square.true to line,with Concrete Unit Masonry Shall be in accordance with ASTM C90 or C145, foundation if not floor joists are present.such as on garage stem walls. weather-stripping around all doors cleaning or applying a finish Remove dirt.grease,loose particles.etc areas,excludmg mechanical and electrical rooms/areas.connections to W 0 1= shall be compatible wrth the service from which it is taken Size,type,nd Seeding-Seed only when weather conditions are suitable All newly angles and edges parallel with related building lines 1500 psi compressive strength,grade N.Type 1,hollow core load bearing then provide two sill plates Bore holes in sills for anchor bolts Where efflorescence has occurred,wash with a 10%munatic solubon, motors and connecbons to surface catimets Coordinate installation of loading shall be per requirements as established by the National Electric seeded tud areas shall be free of broadleaf weeds Saw seed with CMU and shall have a minimum net compression strength of 1900 psi lntenor Doors Interior doors jambs shall be solid 314"Poplar pre-hung rinse thoroughly with clean water and allow to thoroughly dry at least one conduit in masonry work Unless indicated otherwise,do not install Code(NEC)The contractor shall provide main service disconnect and mechanical spreaders at the specified rate on a calm day Sawonehaff 03 SM-Cast Decks and Underlayment Use Grade N.type 1,specialty shapes load bearing concrete masonry Floor Joists:Space floor joists on center[OC)per drawings Joistsshall units u no.and have casing on both sides ofthe door Casingshallbe week before painting or sealing conduit larger than 2 1/2 inches in concrete slabs Providearnimmurn over-current protection at a convenient location in accordance with the the seed in one direction and the other half at right angles Seed shall be Install cementritious backer-board under ceramic hie.marble and stone urutsasspecified Standard width of mortar joints for both horizontal and rest on a minimum 1 1/2'of bearing wood or 3"of masonry If joists are per schedule Finger-jointed iambs shall not be used concrete cover around conduits of 2 inches Install conduit free from dents 0 Z co raked lightly into the soil to a depth of 114 inch and rolled with a roger vertical joints shall be 318 inch Joints shall have a full mortar coverage NEC The Contractor shall provide power outlets for construction finishes Use straight edge as guide to score sheet's face writh carbide Lay CMU plumb with all courses level using appropriate corner blocks at lapped over girder.the minimum amount of lap is 12"and maximum Division 10 000-Specialities andbrutses Plug ends to prevent entry of dirt and moisture Minimize operations,with branch wtnng and distribution boxes located as necessary weighing not more than 100 pounds per linear foot of tread Keepthe tipped scoring knife and snap upward along the score line Large cutouts comers,window and door iambs Reinforcing mesh shall be installed in overhangis'12'Do not lap at wood I-beams Joists shall be installed so Pocket Doors-Use Johnson hardware Install into wall as per crossovers Provide flashing and pitch pockets making watertight joints and shag provide flexible power cords as required Provide and install surface moist by a fine spray until the grass shows uniform germination use a circudar saw with carbide bpped blade 10 300-Fireplaces and Stoves X distribution equtipment,writing and outlets to provide single phase branch over the enbre area Wherever poor germination occurs in areas larger the three courses above all openings and shall extend 3 feet 9 inches that the end of the sub-floor sheets fall directly on the center of the floor manufacturer instructions Provide necessary hardware as per Pre-fabricated fireplaces shall be U L approved and installed per where conduits pass through roof or waterproofing membranes Routeall circuits for power and lighting than three(3)square feet,reseed.roll and water as necessary to obtain beyond each side of opening Mesh shall be installed in every third course joists Nail joists at each beanrig poird using one 10d nail on each manufacturer recommendations exposed conduits parallel or perpendicular to building lines All fittings 3: W proper germination Floor Installation-Install over interior wood or concrete sub4flooris of all masonry unit walls Cut block with a carborundum saw Use solid side Nails shall be at least I 1/2'from ends manLAacturees specifications shall be UL approved. Ensure sub-floortsisMicturallysound Ensure the sub-floor is not load-beanng block when required for structural purpose 08 500-Windows Chimney and Flue-Top of Chimney shall be located 2*-O"taller in 14 Sanitary Facilities-Existing facilities shall not be used Contractor Shag damaged Replace any loose.warped or damaged boards Make certain Exterior Walls-AD exterior walls shag be constructed with per drawings Provide and install necessary windows and appropriate hardware to elevation than any point within 19-T Flues shall be U L approved and Fasten raceways securetyin place Firmly fasten within 3 feet of each >_ provide and maintain in a neat and Sanitary condition such Division 03 000.Concrete sub-floor is clean and flat Exterior grade plywood or hardwood sub-floor should be at least I V21"thick(5/8'minimum)in order to provide for a Foundation Walls shall be constructed with per the drawings Completely Provide solid blocking at mid-height of all wags For exterior corner joints operate and lock windows Windows shall be flashed per housewrap and installed as per manufacturers instructions If multiple flues are used in outlet,juniction box,catxrietorfitbng Support every 10 feet accommodations for the use of his employees as will comply with laws and 03 1100.13asic Concrete Materials and Methods structurally solid movement free foundation In addition,the space bed CMU with type'M7 mortar Fill all cells containing vertical install(3)studs naded together unless using advanced framing per 3M recommendations the same chimney chase,an unequal projection or height of flue above the a co I= regulations Temporary toilet facibbers may consist of portable toilets Ali concrete work shall be designed on the basis of"Strength Design-in between the joists should not exceed 16"on center In any r-ase,the rebar(reinforcing steel)with 3000 psi Concrete Reinforce masonry walls drawings Where interior partitions meet exterior walls,install 2 studs stack shall be used to safeguard against smoke exdmg one flue and Wiring Devices-Install receptacles,switches and cover plates as per Toilet facilities shall be kept supplied and clean and in Sanitary condition accordance with ACA 332-1 0'Residential Code Requirements for maximum allowable concentrated deflection of your sub-floor may not with hot-dipped galvanized 9 gauge steel'K wire truss-design masonry fastened together with blocks approximately one foot long One block is Division 09 000-Finishes entering another construction documents and finish schedules For exterior receptacles until the completion of the work and then shall be removed from Ihe site Structural Concrete"Concrete work shall be proportioned in accordance exceed U360 of the span Staggerjoints Do not align with plywood horLzontal wall reinforcement a minimum of every other course.and placed at the bottom.one at the top and one about center of the studs install gray cover plates When two or more switches or receptacles are Upon removal the site shag be properly cleaned and graded with ACI 301*Specifications for Structural Concrete'and joints Never allow all four comers of sheets to meet at one point Apply a rebar(reinforcing steel)Instal,reinforcing members as recommended by 09 200-Gypsum Board 10 800-Bath Accessories located together.gang with one common faceplate If they cannot be dry set mortar or modified thinset to sub-floor per rronufacturer's manufacturer Provide a 24-x 48'minimum access door to Roof Decking-Provide and instal exterior sheathing of APA rated and Nails or Screws:Nails and screws shall be a minimum 318"and a ganged.install with a minimum distance between units Install all Temporary Barriers and Enclosures-The contractor shall provide AC4 21 1.1'Recommended Practice for Selecting Proportions for Normal recommendations Fasten backer-board sheets with proper nails or crayAspace Bond beams shall be continuous across all joints and grouted code cerlified Exposure I plywood panels Sheathing shall be installed maximum of 1/2"from edges and ends of wallboard and the heads shall Contractor shall install toilet paper rolls.towel bars soap dispensers and receptacles at within baseboard.unless otherwise noted At barters to prevent unauthorized entry into construction areas and to Weight Concrete" screws every 8-over the entire surface Keep the fasteners solid over a metal lath grout barrier with maximum groLd hift of 4 0 feet with the face grain running across the rafters.vertical joints staggered be seated slightly below the surface without breaking the paper Nails other accessones as directed by Owner counters,locate receptacles at 44"on center(OC).above finished protect existing facilities and adjacent properties from damage from between 3(8"and 3/4"from sheet edges and 2"in from sheet without clean-outs Rod all filled cells in bond beams for proper density Nails shall be 8d common or 10d box nails spaced 6"apart on the ends shall be spaced riot to exceed 7"on ceilings or 8"on sidewalls Head ficor(AFF)Install switches at 48"on center(OC)above finished --_ construction operations and demolition Concrete slabs,patios.driveways,wags and foundations shall be comers Provide expansion joints where required See Waterproofing and Damp proofing in Division 7 for waterproofing and 12"apart inside Install with plywood'H"clips between each Piece of diameter shag be a nominal 1/4"with the length I I rr to penetrate a Tub and Shower Doors floor(AFF)Locate light switch cover plates 6"from frame of door or SEAL: consbructed of a minimum 3000 to 3600 psi concrete(see individual information decking.every 48' minimum of 718"into nailing member Nails shall meet the minimum Shower doors shall be constructed oftempered safety glass with all comer of wan specification sections for exact psi requirements for each section).28 day Countertop Installation-Ensure cabinets are level and secure Use requirements of ASTM CSI 4 and may include coated.etched treated or 01 600-Product Requirements test,with a 4"minimum to 6"maximum slump maximum,air-entrained minimum 1/2'extenor grade plywood positioned across the wood annular ring shanks to improve withdrawal resmtance Drywaliscrews exposed edges polished and rounded Ali materials shall be installed in strict accordance with the manufacturees to 5-8%No additional water shall be added to concrete after slump test cabinet Space between plywood supports is not to exceed 16"on 04 400-Stone Masonry Sheathing-Provide and install exterior sheathing of%"rated plywood 16 500-Lighting written specifications or Matenars Instituba Standards All Items not is recorded Cylinders shall be taken from every batch truck and tested for center Do not align backer-boardwdh plywood pints Sheetendsand Install exterior stone veneer per manufacturees recommendations panels For plywood panels.nails shall be 8d common or 10d shall meet the minimum requirements ofASTM C1002 Bugle-shaped Division 11 000-Equipment Provide necessary circurts and wiring for light fixtures as listed below All specifically mentioned that are required to make the work complete and compressive strength at 7 and 28 days Concrete should be a mix of high edges must be supported by perimeter framing Apply a dry set mortar or Provide mock-up sample on site for review showing variation of stone box.6"apart on the edges ano 12"apart on the studs heads shall be 0 315"in nominal diameter and contain a No 2 Phillips lighting shall be switched as noted on construction documents For exact operational shall be included grade Portland cement.clean sand or granular fill and washed gravel or modified thtnset to plywood per manufacturers recommendations Fasten sizes,colors,and mortar pattern and color See construction documents driving recess Type W screws are designed for easier fastening in 1 1 00 00-Equipment locations of fixtures.see construction documents and finish schedules crushed stone as coarse aggregate per ACI 530 Maximum aggregate backer-board sheets with proper nails or screws every S'over the entire for location and detailing of stone veneer provide flashing where indicated Subillociring-3/4'tongue and groove plywood sub-floor or Advantech if wood Fixture allowances are listed in Contract Documents surface Keep the fasteners between 318 and 314"from sheet edges Installation and Storage-All materials,supplies and equipment shall be size shall be 1W All aggregates shall conform to ASTM C33 Gravel and 2'in from sheet corners Provide expansion joints where required called for in the plans shall be installed with screws and approved 11 450-Residential Appliances installed per manufacturer's recommendations and per applicable codes should be well graded and not exceed 1 112"in size Water shall not Do not use frozen materials or materials mixed or coated wdh ice or frost sub-floor adhesive Stagger joints a minimurn 2 stud spaces For attic Joints:At gypsum wallboard joints install a 2'strong.cross threaded tape Install electrical or gas appliances as shown on construction documents, 16 700-Smoke Detection Sensors and requirements Material stored on site shall be protected from damage exceed 5 1/2 gallons for each bag.unless sand is very dry Concrete shall Wall Installation-Ensure framing is structurally do not build on frozen substrates Comply with cold and hot weather access.install plywood across all floor joists with a cross tensile strength of 45 Ilis per lineal inch.Press a strong.good including alI venting and supply requirements per manufacturers Install at least one smoke alarm on every floor of a structure(including the by morsture.wind.sun.abuse.conditions that contribute to mold and be mixed using an approved batch machine or motide mixer until uniform sound Nominal 2'x 4 wood or minimum 20 gauge metal studs must be construction requirements contained in ACI 530 1 Do not us admixtures quality tape firmly onto sheathing joints and around openings.imbedded in recommendations basement)and outside each sleeping area Smoke alarms are required in mildew.or any other harmful effects in color and providing a 4"minimum to 6"maximum slump straight properly aligned and spaced a maximum of 16"on center In tub such as calcium chloride Engineered Lumber-Ali engineered lumber shall be installed per joint cement At corners and angles.install metal corner beads as all sleeping rooms,according to the NFPA 72.National Fire Alarm CodeO specified by manufacturer If corners are rounded.install comer and shower enclosures.ensure that the framing is adequately reinforced manufacturer's recommendations reinforcement as required Spread gypsum wallboard mud at all tape Retractable Stairs Mount the smoke alarms on ceilings or high on walls Ceding-mounted Substitutions-All substiturboris shall be approved by Architect prior to 03 100-Concrete Forming and Accessories at the corners Sheets may be installed vertically or horizontally Score Mortar-Portland Cement ASTM C 150,Type I or 11,except Type III may alarms should be installed at least four inches away from the nearest wall and snap sheets to required sizes and make necessary cut Outs AJIJO'rtt be used for cold weather construction upon approval by architect Provide joints.corner beads.nails and screw penetrations and where a smooth Install a wood 30"wide pull-down stair system as shown on construction wall-mounted alarms should be installed at least four inches,but not more purchasing Architect may reject substitutions for any reason and without Provide all labor.materials and equipment necessary for the completion of ends and edges must be supported by a structural framing member or samples of color for approval Provide latex additive per manufacturer's Micro-Lam Lumber shall have a minimum bending design values(Fb)of surfacersneeded Apply second coat ofwalgioard mud after a minimum documents Trim opening with appropriate window casing to match than 12 inches away from the ceiling On vaulted ceilings,be sure to cause the plain and reinforced concrete called for on the plans Concretewhen addedblocking In wet areas,install a moisture barrier(such written instructions 2,800 psi and a modulus of elasticity of 1.900.000 psi 24hours After drying(mirumum 48 hours).sand all joints and other areas intenortrim Confirm size of opening meets local building codes for attic mount the alarm at the highest point of the ceiling Don't install smoke -- deposited shall have a temperature ranging between a minimum of 50 as 15 lb Felt)between studs and backer-board Install sheets 1/4"above to a smooth consistent surface access Provide appropriate pull string or chain for access degrees Fahrenheit and a maximum of 90 degrees Fahrenheit alarms near windows.outside doors.or ducts where drafts might interfere 01 700-Execution and Closeout Requirements floor.tub or shower pan Fasten backer-board sheets with proper nails or Parallam Beams and Posts shall have a minimum bending design values with their operation Do not paint.apply finish or obstrucit smoke alarrns The execution of all work shall be in strict accordance with these screws every S"over#*entire surface Keep the fasteners Wall bes shag be hot-dipped galvanized Wl 7 diameter ASTM A 82.with (Fb)2900 psi and a modulus of elasticity of 2.000.000 psi Interior Walls:Sheath walls and ceilings with gypsum wallboard.either Division 12 00 00.Furnishings ISSUED FOR: specifications and manufacturees written specifications or Matenars Construction of Forms-Construct wood forms of sound material*and of between 3FS'and 3/4"from sheet edges and 2"in from sheet comers Set ASTM A 11531A 153M,CAass B-2 Wall bes shall be located to support no vertically with long edges parallel to frarning.or horizontally with long InstituteStandards AD work not specifically mentioned that is required to the correct shape and dimensions.constructed lightly and of sufficient fastener heads flush with the surface,without overdriving Provide more than 2 square feet of wall area and spaced a maximum 24"on edges at right angles to framing members Apply one layer of 4 V 9 110' expartsionpints where required center horizontally and 16'vertically Install additional anchors within 12- 06 200-Finish Carpentry ' 12 360-Countertops make the work complete and operational shall be included strength Brace and be the forms together Make joints and seams or 12'foot lengths to all wall surfaces Offset joints between laye�at' PERMIT mortartight Install leakage control materials in accordance with of openings.ptnts.and perimeters Set stone in full bed of mortar with full All architectural trim and woodwork shall be No I grade material suitable Counter tops shall be provided and installed per construction documents manufacturees installation instructions 03 600-Grouts head joints U N 0 Provide rope wick weep-holes.spaced approximately for appropriate finishes Wood that will be stained shall be clear of knots least 10" and finish schedules Counter surfaces shall be glued onto 3/4"plywood Codes-Construction shall comply with all applicable national.state and Concrete surfaces to receive grout shall be prepared by removing 32 inches on center in vertical joins of first course over all counter flashing with concealed joints or appropriate substrate as recommended by manufacturer local building codes Chamfiered Comers-Unless otherwise rioted provide chanifered detective concrete.dirt.oil grease and other foreign matter to achieve and through wall flashing on all exterior walls Ceilings:Apply a single layer of gypsum wallboard across the supports ISSUED DATE: corners on all exposed corners Provide 314 inch moldings in forms for an sound.clean concrete surfaces Millwork-Moisture content for interior woodwork shall be 8-1 0 percent to and fasten with nails or screws Offset joints between layers at Division 13 00 00.Special Construction Measurements-The Contractor shall check and verify all dimensions and chamfering required Adhered(thin)Stone-Install per manufacturer's written instructions reduce excess shrinking Provide and instafl interior wood trim as shown least 10- Nails are spaced 6"on center(CC)with 1 1 4'heads Screws 11.01.20 cond,bons before proceeding with construction Do not scale drawings Grouting-Mix up grout per manufacturers recommendations Use a Install flashing over sheathing and behind wether-reststeant sheathing in construction documents are spaced 12-on center(CC)Ceiling finish shall be smooth 13 000-Special Construction Noted dimensions take precedence Embedded Items-make provisions for sleeves.anchors.inserts. padded grout float to spread the grout over a workable section of hie Push paper by fastening through sheattng into framing Instaillathover water-stops and other features the grout diagonally across the joints to forced down into the gaps Grout sheathing paper and breathing layer(see details)to comply with ASTM C Architectural Woodwork-Provide and install custom woodwork as Fire-Rated Gypsum Wallboard:In garages.around gas water heaters 13 1 50-Swimming Pools REVISION DATE: REVISION NO.: Workmanship-Workmanship shall conform to the best and highest all the joints except those needed to allow for expansion joints specifically 1063 Install lath over concrete masonry units to comply wdh ASTM C described on construchon documents Pre-fabricated woodwork should be and as required by applicable building If applicable Install a fully operational in-ground pool system consisting of standards of quality in each trade and shall include all items of fabrication. along fixtures.between the floor and walls.or joints in corners in between 1063 Install scratch coat over metal lath 3/8'thick to comply with ASTM specified below codes.install 5/8'Type X"fire-rated gypsum wallboard Nails shall be I plumbing.gunde concrete shell.valves.filter and heating systems.electric D Af�il - - construction and installation Ali work shall be completed by skilled Form Ties-Use form ties of sufficient strength and in sufficient quantities walls Expansion joints will be sealed with caulk after the grouting process C 926 Coat backs of stone units and face of scratch coaVCMU1 with 3/4"long.spaced a maximum of 4'on center(OC)around perimeter controls.timers and decking Installation shall comply with all local. tradesmen and mechanics Installation of all equipment and materials shall to prevent spreading of the forms Place bes,at least 1 inch away from the Once the appropriate joints are packed with grout.scrap the excess grout cement paste bond coat.then butter both surfaces with setting mortar and 8-on center(OC)in the field of the board regional,state and national code requirements.including but not limited to be in strict accordance with manufacturees recommendations finished surface of the concrete Do riot use ties consisting of twisted wire off the surface of the tile with the grout float Hold the float at a sharp angle Use Sufficient mortar so a slight excess will be foreced out the edges of Wood Stairs and Railings-Wights,of treads.lengths of risers and permits.inspections,engineering design.pumps,fitters.water supply. 00, loops Leave inner rods in concrete when forms are stripped Space all the stone units as they are set Tap units into place Rake out joints for overall width of stairs shall comply with applicable building waste water.pressure tests.water heating equipment.electrical systems I Or --_ = form ties equidistant and symmetrical and line up both vertically and and again use diagonal strokes to keep from digging grout out of the pointing with mortar to depth of not less 1/2"Rake joints to uniform codes Headroom shall be a minimum of G-Tmeasured from the front Water Resistant Gypsum Wallboard:Around showers.tubs,whirlpools. pool fittings,structural foundations and pool safety equipment and ?.- ;lr� Cleaning and Waste Management-Construction site to be in a clean horizontally joints Clean up the excess grout with a damp sponge and a couple edge of the tread to aline parallel to the stair run Stair treads shall be or as required by applicable bu d-g codes.install water resistant drywall signage See Landcapsing.civil drawings for pool specifics N�,�A_ 0- and orderly condition throughout the construction process Cleanudenor buckets of clean water Wipe excess grout off the surface of the tiles depths with square bottoms and clean sides Prepare stoneloints constructed of 5/4'thick lumber.risers shall be constructed of 314"finish , spaces prior to the start of finish painding and the application of other using a clean sponge in circular strokes Once the tile surface*clean. surfaces for pointing with mortar be removing dust and mortar particles grade lumber,structural stair stringers shall be constructed 09 300-Tiling finishes At the conclusion of construction.the project shall be properly Cleanouts and Access Panels-Provide removable cleanout sections or make another pass parallel to the grout lines to shape the groul lines in Where setting mortar was removed to depths greater than surrounding oll Glue and nail stair assembly together Provide and install Tile.Marble State shall be app-�fiate grade and finish in accordance Excavation-Excavate pool area and provide appropriate bearing surface 0 cleaned This shou!d include but not be limited to,cleaning the interior access panels at the bottom of all forms to permit inspection and effective the joints Smooth the joints down a little below the surface of the hie areas.apply a pointing mortar Point stone joints by placing and - on undisturbed soil or properly compacted base Soil to have minimum 40 ;.A .-ii— and exterior glass surfaces exposed to view.remove temporary Labels cleaning of loose dirt.debris and water material Clean all forms and Clean the remaining haze off the surface of the tile with a sponge or a soft compacting pointing mortar in layers no more than 3187 deep Tool joints detailing as shown in construction documents Provide shop drawings for with applicable building codes and owner requirements Contractor shall bearing capacity of 2000 psf Remove excess dirt and fill to provide for . surfaces to receive concrete of all chips.sawdust.and other debris and rag In 24 to 48 hours after the grout has hardened.caulk using a clear when pointing mortar is thumbprint hard Provide cleaning all stairs property clean all surfaces to be covered and install appropriate proper elevation and drainage of pool decking and surrounding area away stains and foreign substances,polish transparent and glossy surfaces. undertayment per manufacturers recommendations Installation should be SPECIFICATIONS vacuum carpeted and soft surface areas.sweep and mop all tiled thoroughly blow out virth compressed air just before concrete is placed tubtshower caulk or one in a color that matches the grout in the areas that from pool surfaces etc Replace fi'ters;of operating equipment Clean equipment you allowed for your expansion joints and over joints that may crack Bluestone Patios,Terraces and Walkways-Provide bluestone patios. Division 07 000-Thermal and Moisture Protection carried out with a slow setting cement adhesive.well mixed per and fixtures to a ban-tarycond-tion Clean exterior such asclebus from Concrete Accessories Provtdc 102'thick by 4"wicIc bituminous because of movement Specifically areas between floor tile and cabinet walkways and tprrace,,where shown on drawings Contractor to supply manufacturer recommendations . 4 * roof.gutters,landscape areas driveways and walks.etc Remove all expansion joint material at all surfaces where slabs adjoin raised slab. toe-kick.between floor or wall tile and bathtub or shower.between floor samples of bluestone to be used and provide 3x2r sample of stone 07 10 00-Damp proofing and waterproofing Floors Contractor shall property clean all surfaces to be covered and Division 15 000-Mechanical ( waste and surplus materials crawlspace or basement stem-wall CMU or poured foundations and wall tile and at the inside corner where two walls meet Fill thepints installation on site for approval Bluestone set on concrete shall be set in All joints and penetrations in walls.floors.and roofs shall be made install appropriate undedayment per manufacturers recommendations Contractor shall provide mechanical design on an design-budd basis - completely then smooth them out with a damp rag or appropriate tool 11"thick Portland cement bed over concrete slab Bluestone set in sand watertight using approved methods and materials Waterproofing and 00 . Ir.-I Protecting Installed Construction-Contractor to protect all installed 03 200-Concrete Reinforcing Caulk around plumbing valves.sinks and faucets to seal them from water bed shall be set in 2'sand bed over 4'crushed stone base Joints to be damp proofing shall be per drawings 15 400-Plumbing oA construction If products or materials come with a protective coating. Reinforcing steel(rebar)shall be minimum ASTM A615 grade 60 Ali penetration Glazed ceramic tile surfaces only require grout joints to be hand tight 0 to 1/4'max Walls:Contractor shall property clean all surfaces to be covered and Plumbing shall be a fully operational system of hot and cold water contractor shall maintain protective coating until construction is complete reinforcement splices shall be as follows#5 bars 25"minimum, seated which will provide an enhanced water and mildew resistant surface Slab Foundations-Install a 15mil polyethylene vapor barrier in all slabs install appropriate underlayment per manufacturers recommendations Provide and install all piping.sod,vents.drains.sewage removal and I Contractor shall replace any items that become detective or damaged #7 bars 35"minimum All rebar(reinforcing steel)shall be located 3"clear Apply a silicone or water-based grout sealer to all joints per manufacturer's 04 500-Masonry Fireplaces d rectly underneath concrete Lap joints not less than 12 inches and tape water supply systems to connect with appropriate water and sewage ,0>.. 0 recommendations a minimum of 14 days after grout has been installed Install masonry fireplace on poured slab or concrete block base.with all and seal in accordance with manufacturers guidelines Thresholds:Install marble.slate.etc thresholds between room/room at systems Provide and install appropriate insulation around piping All 1�` _\ from bottom and side of footing and 2 clear from top Locate vertical < Operation and Maintenance Data-Contractor to provide Owner with all rebar(reinforcing steel)per drawings All reinforcement splices shall be in cells filled with 3000 psi concrete At firebox area install fire brick on all door openings permits and inspections are to be obtained by contractor operation manuals.warranty information and training on use of systems accordance wrth ACI 318 for-Strength Design All reinforcement steel Non-shrink Grout-Lightly roughen concrete surface for maximurn sides.and imbed with mortar Allow for water trap in flue and cast iron Crawlspace and Basement Walls-Install necessary waterproofing OF NE\14 shall be accurately placed.rigidly supported.and firmly tied in place with bonding per manufacturer's recommendations Cover concrete areas with damper Install ash dump if fireplace is on outside wall or as otherwise material system to exterior basement walls and foundation surfaces.from 09 600-Flooring Sewer and Waste Piping-Drainage system shall be Schedule 40 PVC bar supports and spacers in accordance with ACI 301 and ACI 318 protective waterproof covering until ready to place grout Align and level specified Detailing such as soldier courses.rovilocks.quoins etc shall a point 12-below the lowest slab to not less than 6'above finish Contractor shall property clean all surfaces to be covered and install pipe.or cast iron All connections shall have PVC cement or appropriate Division 02 000-Site Construction components to be grouted and maintain in final position until grout be shown in the construction documents See construction documents for grade Install as recommended by manufacturers guidelines Installa appropriate underlayment or preparation per manufacturers joint compound and assembled tight for no leakage Condensate drains 02 200-Site Preparation Welded Wire Fabric Reinforcing placement is complete and accepted Install forms for grout around bases complete fireplace details minimum 5-slotted drain Pipe with a positive ouftw around exterior recommendations See above for tile and stone floor specifications shall be constructed of Schedule 40 PVC Valves shall be Milwaukee IIIIIIIIIIIIIIIII w, rid other spaces to be grouted The tops of such forms shall be one inc� basement wall footings.imbedded in a loose fill Brand or equal Building sewer shall be vitrified clay pipe or approved Contractor shall follow soil and erosion control plan and Best Management Welded re fabric shall be 6x6xI0x10 and conform to ASTM A105 and be:bove the surfaces to be grouted Place grout in accordance with the Sched Ie40PVCpipe Connection to public sewer system shall comply G 1 Practices(Bill of Authorities Having Jurisdiction located in the center of the depth Install at slab on grade conditions manufacturer's recommendations Pour grout from one side only until Division 05 000-Metals gravel minimum 12"deep Slotted drain pipe should be wrapped with an Wood Flooring-Install a single layer of 15 lb felt vapor barrier between u appropriate geo-technical fabric to prevent sift buildup Install other drains with all local r-_�qu rements Caulk pints or provide neoprene gaskets for 05 000 Metals necessary for positive site drainage I __- ------- -______ __ - ___________ ____-- -- - - - - - - - — - —____ - __— --—---______ —______--------__--— _____--_. ___ I - 02 OF 04 — Evan Sa kofsky ARCH I T E C T A2 REMOVE EXST G POSTS AND-- - - HEADERS TEMPORARILY SUPPORT 11 Berkley Lane EXISTING ROOF CONSTRUCTION 12 i2 Rye Brook•New York EXSTG LO (-3( 2 6 EXSTG EXST'G 10573 ----i------------ 1 PATIO I PATIO - _---_ _--_ - PATIO 516.314 1385 REMOVE EXST G SCREEN,WOOD FRAMES.&SCREEN DOORS 1¢I \ REMOVE EXISTING PAINTED- II GUEST t4 GUEST WOOD CEILING.EXISTING BEDROOM BEDROOM 1 I CEILING JOISTS TO REMAIN 1 I yII a �' 1 71 A 2 12-71' 1 11 EXISTING REMOVE EXST G BRICK SILL THROUGHOUT, 1 SCREENED IN 12 11 PROVIDE FURRING STRIPS � DOWN TO EXISTING FOUNDATION; I I PORCH ON BRICK WALL EXISTING CMU FOUNDATION TO REMAIN ul it EXST G 3 1 5 g g EXSTG EXST'G y� DINING RM 0+0oQ o DINING RM Oc D DINING RM CLOSET �� /o 0 o o a. Z \ Ln N O ( ) to 4 t SHOWERHEAD WITH PRESSURE 10 'VAN / Z I I BALANCE CONTROL:VERIFY FINAL 30 VAN TY - 13 I 1 REMOVE EXSTG DOOR PLUMBING SELECTIONS WITH OWNER GUEST Ln HALL Lu O _ 1 `n 3 1 1 1 BATH i \ 9-o 3'4" UEST \ HALL BATH ch 1 // \�/ 15 6 7 O 8 EXST'G EXSTG EXST'G LLI O W GARAGE GARAGE GARAGE O EXST'G EXST'G EXST'G O Y MUD RM/ MUD RM/ MUD RM/ LAUNDRY LAUNDRY LAUNDRY O O z o PART.1ST FLOOR DEMOLITION PLAN (2PART_1 ST FLOOR CONSTRUCTION PLAN PART.1 ST FLOOR ELECTRICAL PLAN LLI Q cc 3 iu=r-o• O Z co DEMOLITION NOTES CONSTRUCTION PLAN NOTES Q CEILING&ELECTRICAL PLAN SYMBOLS ` W 1.ALL DASHED ITEMS ARE TO BE REMOVED TYPICAL.CONFIRM WITH OWNER PRIOR TO DEMOLITION 1. EXTERIOR WALL CONSTRUCTION:TYVEK HOMEWRAP ON 1/2'APA RATED EXPOSURE 1 S ANY ITEMS THAT ARE TO BE SALVAGED FOR RE-USE. PLYWOOD STRUCTURAL SHEATHING ON 2X6 WOOD STUDS AT 16'O.C.WITH 1/2"GYP BD S/C AUDIBLE/VISIBLE HARDWIRED SMOKE&CO DETECTOR ` 2 DASHED WALLS ARE EXISTING WALL STRUCTURE TO BE REMOVED TO THE EXTENT REQUIRED FOR INTERIOR SHEATHING.SEE EXTERIOR ELEVATIONS AND DETAILS FOR SIDING TYPE THE NEW DESIGN.COORDINATE NEW OPENINGS IN THE EXISTING WALL,TYP 2. BRICK VENEER:SEE ELEVATIONS AND DETAILS 3 ADEQUATELY BRACE AND PROTECT ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, 3. FLOOR CONSTRUCTION:PROVIDE FINISHED WOOD FLOORING(OR TILE FLOORING IN EXHAUST FAN,PANASONIC 110 CFM WHISPER CEILING FAN,COLOR-WHITE coBREAKAGE,COLLAPSE,DISTORTIONS AND MIS-ALIGNMENT ACCORDING TO APPLICABLE CODES, BATHROOM)ON 23/32"T&G WEYERHAUSER GOLD SUBFLOOR,GLUED AND SCREWED,ON ® PROVIDE WITH RIGID METAL DUCT EXHAUST STANDARDS AND GOOD PRACTICE PRESSURE TREATED 2X SLEEPERS ON EXISTING PATIO FLOOR SEE DETAIL. 4 DEMOLITION DRAWINGS ARE DIAGRAMMATIC CONTRACTOR SHALL BE RESPONSIBLE FOR 4. INTERIOR WALL CONSTRUCTION:'2.GYPSUM BOARD ON 2X4 WOOD STUDS AT 16-O C UNLESS DEMOLISHING ALL THAT IS REQUIRED TO PERFORM THE PROPOSED SCOPE OF WORK DIMENSIONED AS 2X6 OR OTHERWISE PROVIDE SKIM COAT WHERE MATCHING EXISTING O# RECESSED DOWNLIGHT,NUMBER INDICATES FIXTURE TYPE PLASTER WALLS IN ROOM.PROVIDE CEMENT BOARD WHERE BACKING TILE. NOTE: ALL NOTED EXISTING STRUCTURE IS BASED UPON FIELD OBSERVATIONS.FIELD VERIFY 5. BATHROOM/LAUNDRY WALL CONSTRUCTION:2X4 WOOD STUDS AT 16"O C UNLESS AND NOTIFY ARCHITECT DURING DEMOLITION IF FIELD CONDITIONS VARY FROM ASSUMPTIONS DIMENSIONED AS 2X6 WITH YZ'PAINTED MOISTURE RESISTANT GYP BD ON WET SIDE OF SEAL: WALL AND Y2"PAINTED GYP BD ON OPPOSITE SIDE PROVIDE 3"ROXUL SAFEWSOUND I--O# WALL MOUNTED LIGHT FIXTURE,NUMBER INDICATES FIXTURE TYPE INSULATION FOR ACOUSTIC SEPARATION PROVIDE CEMENT BOARD WHERE BACKING TILE 6. SHOWER BASE:COORDINATE WITH OWNER PROVIDE PREFABRICATED FIBERGLASS SHOWER BASE OR PROVIDE A CUSTOM SITE-BUILT SHOWER BASE.IF PROVIDING A SITE-BUILT BASE,USE THE SCHLUTER KERDI SYSTEM SYSTEM TO INCLUDE A TILE FLOOR ON UNMODIFIED PORTLAND CEILING MOUNTED LIGHT FIXTURE,NUMBER INDICATES FIXTURE TYPE CEMENT THIN-SET MORTAR OVER KERDI BONDED WATERPROOF MEMBRANE ON SLOPED PORTLAND CEMENT MORTAR BED ON'Z HARDIBACKER(OR EQUAL)BOARD BASE ON FLOOR PROVIDE CURB WITH FULL MEMBRANE OVER CURB.PROVIDE KERDI-DRAIN FLOOR DRAIN AND CONCEALED UNDERCABINET LIGHT FIXTURE,NUMBER INDICATES FIXTURE TYPE PLUMBING REQUIRED FOR SHOWER o 7. GLASS ENCLOSURE:12 TEMPERED FRAMELESS GLASS DOOR&ENCLOSURE 8. CASED OPENING:MATCH ADJACENT DOOR HEIGHTS. 9. STONE COUNTERTOP:INSTALLED BY G.C.COORDINATE PURCHASE WITH OWNER.G.C.SHALL PROVIDE GFCI RECEPTACLE WHERE INDICATED COORDINATE TEMPLATING AND INSTALLATION. �' GROUNDED DUPLEX WALL MOUNTED RECEPTACLE 10. CLOSET ROD&SHELF:SHELF OVER ROD TO BE PAINT GRADE PLYWOOD WITH HARDWOOD EDGEBAND. 11. STONE SADDLE:PROVIDED BY OWNER,INSTALLED BY G C. PROVIDE DIMMER SWITCH WHERE INDICATED 12. NEW WINDOW:SEE ELEVATIONS.BEDROOM WINDOWS SHALL MEET MINIMUM REQUIREMENTS SWITCH;NEW SWITCH STYLE SHALL MATCH EXISTING,SWITCH AND DIMMER TYPES TO ISSUED FOR: FOR*GRADE FLOOR'EMERGENCY ESCAPE AND RESCUE OPENINGS,WITH A MINIMUM NET CLEAR I' BE COMPATIBLE WITH LIGHT FIXTURE REQUIREMENTS OPENING OF NOT LESS THAN 5 SO.FT.ALL NEW WINDOWS OPENINGS TO BE FRAMED WITH PERMIT DOUBLE LVL HEADERS(MIN.5 31z DEEP,2.OE) INSULATE BACKSIDES OF HEADERS WITH CLOSED PROVIDE 3-WAYOR 4•WAYSWITCH WHERE INDICATED CELL SPRAY-FOAM 13. NEW CEILING:NEW PAINTED'2 GYP.BD CEILING APPLIED TO EXISTING CEILING JOISTS ISSUED DATE: 14. ROOF INSULATION:PROVIDE MIN R-30 CLOSED CELL SPRAY-FOAM INSULATION WITHIN EXISTING ROOF RAFTERS REDUCED R-VALUE IS PERMITTED PER RCNYS N1102.2 2.IF EXISTING RAFTER GENERAL ELECTRICAL&LIGHTING PLAN NOTES 11.01.20 DEPTHS ARE SUFFICIENT,PROVIDE ADDITIONAL CLOSED CELL SPRAY-FOAM UP TO A MAXIMUM OF R-49 1. IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS TO PROVIDE A LIGHTING SYSTEM REVISION DATE: REVISION NO.: D 15. SHOWER WALLS:FULL HEIGHT TILE OVER SCHLUTER KERDI WATERPROOFING MEMBRANE ON WHICH IS COMPLETE AND OPERATIONAL INCLUDING ALL MATERIALS AND EQUIPMENT _ - 1/2 CEMENT BACKER BOARD NECESSARY TO ACCOMPLISH THIS INTENT.SUBSTITUTIONS TO SPECIFIED LIGHTING AND CONTROL EQUIPMENT SHALL NOT BE PERMITTED WITHOUT PRIOR REVIEW AND APPROVAL BY THE OWNER. SA -J�� GENERAL FLOOR PLAN NOTES 2 APPLICABLE REQUIREMENTS OF THE CURRENT NATIONAL ELECTRICAL CODE(NEC)AND STATE ` AND LOCAL CODES SHALL GOVERN AND DETERMINE THE MINIMUM STANDARD OF WORK IN THE EVENT OF CONFLICT BETWEEN THIS DRAWING AND THE APPLICABLE CODE,THE CODE SHALL ��/ �Q► \�t V" 1 PROVIDE DOUBLE LVL HEADERS AT ALL NEW WINDOWS NEW HEADERS TO BE MIN 5'i 2 of LVL PREVAIL AND THE INSTALLATION SHALL BE MADE IN CONFORMANCE WITH THE CODE V 2 INSULATE ALL WATER SUPPLY AND DRAINAGE PIPING IN WALLS AND CEILINGS WITH NEOPRENE TO PREVENT CONDENSATION AND FOR SOUNDPROOFING 3 ELECTRICAL CONTRACTOR SHALL COORDINATE INSTALLATION OF ALL LIGHTING EQUIPMENT v � 3 ALL DOORS,WINDOWS,AND CASED OPENINGS SHALL HAVE CASINGS MATCH EXISTING HOUSE STANDARD WITH THE GENERAL CONTRACTOR AND ANY APPLICABLE SUB-CONTRACTOR(I E FRAMING, MECHANICAL,CABINETRY,ETC)PRIOR TO ROUGH-IN. 4 EXTEND EXISTING HEATING AND COOLING SYSTEMS TO NEW SPACE IF CAPACITY OF EXISTING SYSTEMS PLANS ARE INSUFFICIENT.PROVIDE NEW SYSTEMS PER M E P DESIGN/BUILD NOTES ON SHEET T•I 4 ALL FIXTURE LOCATIONS TO BE VERIFIED AFTER ROUGH-IN INSTALLATION,PRIOR TO DRYWALL. 5 ALL MECHANICAL,ELECTRICAL,AND PLUMBING SHALL BE PROVIDED PER CODE BY ARCHITECT AND/OR OWNER IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR r pq 6 PROVIDE SOLID BLOCKING IN FLOOR FRAMING UNDER ALL APPLIANCES,BUILT INS,KITCHEN ISLAND BATH THRU THE GENERAL CONTRACTOR TO COORDINATE THIS EFFORT THE GENERAL CONTRACTOR FIXTURES AND ALL COUNTERTOP LOCATIONS AND;OR ELECTRICAL CONTRACTORS SHALL BE HELD RESPONSIBLE FOR MOVING FIXTURES N 7 ALL FIXTURES AND FINISHES ARE TO BE VERIFIED BY OWNER DURING FINAL LIGHTING INSPECTIONS IF THIS PROCESS DOES NOT TAKE PLACE rah �+ 8 ALL MECHANICAL.ELECTRICAL,AND PLUMBING SHALL BE DONE ON A FULL'DESIGN BUILD-BASIS AND 5 THE GENERAL CONTRACTOR AND THE ELECTRICAL CONTRACTOR ARE RESPONSIBLE FOR ,1 O PROVIDED PER CODE AND AS INDICATED ON DRAWINGS REVIEWING THE INFORMATION OF ALL OF THESE PLANS IF THERE ARE ERRORS OR OMISSIONS 8o O 9 SEE STRUCTURAL DRAWINGS FOR STRUCTURAL REQUIREMENTS INCLUDING WIND RESISTANCE OR QUESTIONS CONCERNING THESE PLANS PLEASE CONTACT THE ARCHITECT FOR REQUIREMENTS,HURRICANE CUPS,TIES,STRAPS,HOLD DOWNS,ETC CLARIFICATION 10 INSTALL APPLIANCES AND PLUMBING FIXTURES AS INDICATED ON PLANS INCLUDING ASSOCIATED PLUMBING F AND ELECTRICAL REQUIREMENTS O 11 PROVIDE CABINETRY AND MILLWORK AS INDICATED IN PLAN ^I '�1 12 INSTALL STONE COUNTERTOP WHERE COUNTERTOPS ARE INDICATED COORDINATE PURCHASE OF FINISH MATERIALS WITH OWNER LIGHT FIXTURE SCHEDULE 1.DECORATIVE FIXTURE CEILING OR WALL SURFACE MOUNTED FIXTURE PROVIDED BY OWNER AND INSTALLED BY G C 03 OF 04 Evan Sa kofsky EXISTING PAINTED FASCIA TRIM A R C H I T E C T EXISTING ROOFING 11 Berkley Lane Rye Brook•New York 10573 516.314.1385 El 32"W 327W 32"W Ll L x54H x54H x54"H _- - 0E-to ---...- - -----•-- � • ------•- ---- ----- to OR,J EXISTING FIRST FLO 4 +0-0.. NEW PAINTED CLAPBOARD N V NEW PAINTED BRICK K C VENEER EER SIDING TO MATCH EXISTING TO MATCH EXISTING EXISTING ROOF SHINGLES&SHEATHING ZZ 1 PROPOSED REAR ELEVATION NEW MIN R-30 CLOSED CELL SPRAY-FOAM f1� v L1 a•:1 0• INSULATION,PROVIDE ADDITIONAL SPRAY FOAM FOR INCREASED R-VALUE IF DEPTH OF RAFTERS ALLOWS LLI Q O EXISTING ROOF RAFTERS; VERIFY SIZE IN FIELD ch }' PROVIDE UPLIFT CLIP AT EACH EXISTING RAFTER Q GUTTERS O LLI W O z EXISTING CEILING l� EXISTING PAINTED FASCIA TRIM FRAMING(RAFTER TIES) 7 EXISTING ROOFING NEW PTD.GYP BD. t���•) Y EXISTING EAVE&SOFFIT O \ � O Z -� NEW PAINTED FASCIA& O QUARTER-ROUND TRIM TO L6 --- ------ MATCH EXISTING HOUSE Q _ OZm 32 32• 24-W z-18-H x 54-H I.54"H _ -•--•------•••• L�"_ - PAINTED CLAPBOARD SIDING. F=T71LEE] _ _ = C MATCH EXISTING HOUSE Q W __ - - - - ---_ ---- Z LL �� ._�—.T_ _ _... —....._..—---- EXISTING FIRST FLOOR _ "= =_ = � u V PAINTED SLOPED BRICK LEDGE. M +0'-0" - MIN R-201NSULATION L � MATCH EXISTING HOUSE W cc NEW PAINTED CLAPBOARD NEW PAINTED BRICK VENEER ^�GRACE PERM-A-BARRIER WALL SIDING TO MATCH EXISTING a TO MATCH EXISTING FLASHING,PROVIDE WEEP HOLES A•2 P T 2x6 SILL PLATE W/SILL - SEAL: SEALER 8 TWO ROWS OF 50 YEAR SILICONE SEALANT ( -KEENE CAV-AIR-ATOR 1 0 DRAINAGE 2 PROPOSED LEFT SIDE ELEVATION �" MAT WITHIN 1"AIR SPACE °•`' EXISTING FLOOR SLAB \~� .�- PAINTED BRICK VENEER PRESSURE TREATED -" SEE ELEVATIONS 2X SLEEPERS�� �/_ MASONRY TIES,SIZE AND SPACING _ SHALL BE PER IBC R703 8 4 1 NEW FLOORING, - SEE PLANS !� - LAP TYVEK OVER FLASHING / EXISTING FIRST FLOOR t r. +0'-0" GRACE PERM-A-BARRIER WALL FLASHING.PROVIDE WEEP HOLES I■ :I' GRADE.V I F ISSUED FOR: PERMIT PROVIDE CLOSED CELL SPF, EXTEND FOUNDATION DAMP MIN.2'-0"FROM FOUNDATION WALL PROOFING BEHIND BRICK 8 FLASHING ISSUED DATE: \ NEW 6 CMU ON EXISTING ROOFING FOUNDATION STEM WALL� 11.01.20 � � �-FULLY GROUT WALL � BELOW GRADE 8 WEEPS EXISTING PAINTED FASCIA TRIM X 12"ANCHOR BOLTS,EMBED ANCHOR BOLTS MIN.7" REVISION DATE: REVISION NO.: INTO FULLY GROUTED CMU CELLS PROVIDE SIMPSON BP ■ �C D�� 1/2-3 BEARING PLATES ANCHOR BOLTS SHALL BE LOCATED G Gv AT 6-0'O C MAX AND WITHIN 12.OF CORNERS.EACH SILL ASSUMED EXISTING CMU �`�` PLATE SHALL HAVE MIN TWO ANCHORS. FOUNDATION&FOOTING, �N c y VERIFY FOOTING DEPTH IN FIELD .......................................... R• A #4 BARS AT 32'O C,CORE DRILL AND EPDXY INTO� P EXISTING GROUTED FOUNDATION CELLS;IF _ """•- J" _. �(� � EXISTING CELLS ARE UNGROUTED,PROVIDE FULL �+ GROUTING OF CELLS CONTAINING REBAR ELEVATIONS & I i s DETAILS - - EXISTING FIRST FLOOR r(� +0-0" r NEW PAINTED CLAPBOARD NEW PAINTED BRICK VENEER 03 71 g0 SIDING TO MATCH EXISTING TO MATCH EXISTING OP N E� 3 PROPOSED PART.RIGHT SIDE ELEVATION 4 TYP WALL SECTION DETAIL 04 OF 04