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HomeMy WebLinkAboutBP20-113PERMIT # eo n v DATE: 40 ate% E (P: O SECTION ^ r`� BLOCK LOT TYPE OF WORK r V C7 r e e en Mouse ooldi Y70� JOB LOCATION FO OWNER Ctub Inc- _i3vuce (:13q- )45 CONTRACTOR r Y) �Q - 1 m oOL -17`q�-II7 CT. COST �� FEE ` O # FEE D TE a5 a a TCO # FEE DATE FOUNDATION FRAMING RGH FRAMING C. INSULATION PLUMBING RGH PLUMBING GAS Q �� t\ SPRINKLER ELECTRIC L� I LOW -VOLT ALARM AS BUILT , t FINAL •R APPROVALS OTHER ASAS_B�NAL SURVEY REQUIRED PRIOR TO FINAL INSPECTION Zoo - i�S Dora 5 �2aa f p p ao _ Cc L.e4• p ao,oE7/Syn.e.9y F, re v M aua�' 41 ate-i q l ,Con► s�ZLJ1 ,Elc chi c — p1J � 11 *,tr Q Cl wa!l C -vgC) L_e4er /po) r ic. C CI,,, �L i C2 i 0)9 i7 J�g CL ,,.►P�ls <.� ��1 �- O9 y �/� � rein 4l� �' � RECEIVED NOV 19 2021 November 18, 2021 Approved 5-0 VILLAGE CLERK'S OFFICE RESOLUTION APPROVAL OF A REQUEST FOR AN EXTENSION OF THE STEEP SLOPES PERMIT AND WETLAND PERMIT FOR PROPERTY AT 980 ANDERSON HILL ROAD VILLAGE OF RYE BROOD PLANNING BOARD WHEREAS, Cuddy and Feder, LLP, on behalf of the property owner, Blind Brook Club, Inc., submitted a request to the Village of Rye Brook Planning Board dated October 8, 2021 for a one (1) year extension of the Steep Slopes Permit Approval and Wetland Permit Approval issued by the Planning Board on April 9, 2020 in connection with the reworking of the fairways and greens, upgrades to the irrigation and drainage systems, development of groundwater sources for irrigation to reduce reliance on public water, and construction of a new pump house building at the property located at 980 Anderson Hill Road in the R-35 Zoning District and Scenic Roads Overlay District, and designated as Parcel ID 129.58-1-1 on the Town of Rye Tax Map (the "Property"); and WHEREAS, on December 10, 2020, the Planning Board granted amended site plan and wetland permit approvals and then granted an extension of the Steep Slopes Permit on May 13, 2021 to expire on October 9, 2021; and WHEREAS, Village Code §§ 213-12.1)(1) and 245-5.A(8) authorizes the approval authority to issue extensions of previously granted Steep Slopes Permits and Wetland Permits, respectively; and WHEREAS, pursuant to Village Code §§ 213-12.1)(1) and 245-5.A(8), in the case where work pursuant to the Steep Slopes Permit has started, extensions of up to 1 year may be granted; and WHEREAS, work pursuant to the Steep Slopes Permit and Wetland Permit is well underway and close to completion, and the Planning Board has reviewed the particular circumstances involved and discussed the status of construction with the Applicant's representatives at its November 18, 2021 meeting; and WHEREAS, the request for an extension is a Type II action pursuant to the State Environmental Quality Review Act ("SEQRA") and accordingly no further environmental review is required. NOW,THEREFORE, BE IT RESOLVED,that the Planning Board of the Village of Rye Brook hereby approves a five (5) month extension of the Steep Slopes Permit and a three (3) month extension of the Wetland Permit, in connection with the reworking of the fairways and greens, upgrades to the irrigation and drainage systems, development of groundwater sources for irrigation to reduce reliance on public water, and construction of a new pump house building at the property located at 980 Anderson Hill Road. Said extension is granted retroactively to be effective as of October 9, 2021. BE IT FURTHER RESOLVED, the extensions for both the Steep Slopes Permit and the Wetland Permit shall expire on March 10, 2022. If a further extension of the Steep Slopes Permit Approval is required, the Applicant shall submit a written request at least thirty (30) days prior to March 10, 2022, at which time the Planning Board will duly consider such request. On motion by Mr. Morlino, seconded by Mr. Grzan, Ms. Gamils,Village Counsel,called the roll: MR. GOTTLIEB Voting Aye MR. GRZAN Voting Aye MR. MILLER Voting Excused MR. MORLINO Voting Aye MS. SCHOEN Voting Recused MR. TARTAGLIA Voting Aye CHAIRMAN GOODMAN Voting Aye RECEIVED MAY 14 2021 May 13, 2021 APPROVED 5-0 VILLAGE CLERK'S OFFICE RESOLUTION APPROVAL OF A REQUEST FOR AN EXTENSION OF THE STEEP SLOPES PERMIT FOR PROPERTY AT 980 ANDERSON HILL ROAD VILLAGE OF RYE BROOK PLANNING BOARD WHEREAS, Cuddy and Feder, LLP, on behalf of the property owner, Blind Brook Club, Inc., submitted a request to the Village of Rye Brook Planning Board for a one (1) year extension of the Steep Slopes Permit Approval issued by the Planning Board on April 9, 2020 in connection with the reworking of the fairways and greens, upgrades to the irrigation and drainage systems, development of groundwater sources for irrigation to reduce reliance on public water, and construction of a new pump house building at the property located at 980 Anderson Hill Road in the R-35 Zoning District and Scenic Roads Overlay District, and designated as Parcel ID 129.58-1-1 on the Town of Rye Tax Map (the "Property'; and WHEREAS, Village Code §213-12.1)(1) authorizes the approval authority to issue extensions of previously granted Steep Slopes Pen-nits; and WHEREAS,pursuant to Village Code §213-12.D(1),in the case where work pursuant to the Steep Slopes Permit has started, extensions of up to 1 year may be granted; and WHEREAS, work pursuant to the Steep Slopes Permit has started, and the Planning Board has reviewed the particular circumstances involved and discussed the status of construction with the Applicant's representatives at its May 13, 2021 meeting; and WHEREAS, the request for an extension is a Type II action pursuant to the State Environmental Quality Review Act ("SEQRA") and accordingly no further environmental review is required. NOW,THEREFORE,BE IT RESOLVED,that the Planning Board of the Village of Rye Brook hereby approves a 6 month extension of the Steep Slopes Permit,in connection with the reworking of the fairways and greens,upgrades to the irrigation and drainage systems, development of groundwater sources for irrigation to reduce reliance on public water, and construction of a new pump house building at the property located at 980 Anderson Hill Road. BE IT FURTHER RESOLVED, the extension granted herein shall expire on October 9, 2021. If a further extension of the Steep Slopes Permit Approval is required, the Applicant shall submit a written request at least thirty (30) days prior to October 9, 2021, at which time the Planning Board will duly consider such request. On motion by Mr. Tartaglia, seconded by Mr. Grzan, Mr. Michal Nowak, Superintendent of Public Works/Village Engineer called the roll: MR. GOTTLIEB Voting ABSTAIN MR. GRZAN Voting AYE MR. MILLER Voting AYE MR. MORLINO Voting AYE MS. SCHOEN Voting RECUSED MR. TARTAGLIA Voting AYE CHAIRMAN GOODMAN Voting AYE April 9,2020—APPROVED 6-0 RESOLUTION GRANTING WETLAND PERMIT AND STEEP SLOPES PERMIT APPROVALS FOR PROPERTY LOCATED AT 980 ANDERSON HILL ROAD FOR THE BLIND BROOK CLUB VILLAGE OF RYE BROOK PLANNING BOARD WHEREAS, The Blind Brook Club, Inc. ("Applicant's submitted an application for approval of a Wetland Permit and a Steep Slopes Permit for the reworking of the fairways and greens, upgrades to the irrigation and drainage systems, the development of groundwater sources for irrigation to reduce reliance on public water, and construction of a new pump house building (the "Project'), as the owner of certain property located in the Village of Rye Brook ("Village'D commonly known as 980 Anderson Hill Road ("Subject Property') and shown on the tax assessment map as Parcel ID 129.58-1-1 on the Town of Rye Tax Map and located in the R-35 Zoning District and Scenic Roads Overlay District; and WHEREAS, the Property consists of 163.2 acres and is developed with a golf course, club house, maintenance building,parking areas, and minor accessory structures; and WHEREAS, the Village Board of Trustees is the Approval Authority for the associated Amended Site Plan application in accordance with Section 209-1.A(1) of the Village Code and the Planning Board is the Approval Authority for the Wetland Permit and Steep Slopes Permit applications pursuant to Chapters 213 and 245 of the Village Code; and WHEREAS, the Planning Board has received and reviewed the following plans and application materials: 1. Full Environmental Assessment Form dated 11/26/19 and EAF Mapper Summary Report dated 1/31/20; 2. Cover letter to the Board of Trustees prepared by Cuddy and Feder,LLP, dated 3/5/20; 3. Zoning Analysis prepared by Michael J. Izzo, Building&Fire inspector,dated 12/4/19; 4. Aerial photos of the golf course layout from 2000 and 2018; 5. Exterior Building Permit Application; 6. Application for Site Plan Approval; 7. Site Plan Submittal Review Checklist; 8. Stormwater Management Control Permit Application; 9. Wetlands Permit Application; 10. Tree Removal Permit Application; 1313/08/7070900 4114120 11. Preliminary Assessment of Wetlands and Watercourses,prepared by Evans Associates, dated 10/23/19; 12. Functional Assessment of Wetlands and Watercourses,prepared by Evans Associates, dated 2/28/20; 13. Stream Maintenance and Restoration Plan Narrative,prepared by Evans Associates, dated 4/3/20; 14. Stormwater Pollution Prevention Plan prepared by WSP USA,dated March 2020; 15. A Drainage Summary Report prepared by Ahneman Kirby dated 1/15/20; 16. A Tree Inventory dated October 2019 prepared by Patrick Laidman,Arborist; 17. A Tree Planting List dated 2020 18. Topographic Survey (9 sheets),prepared by Ahnema.n Kirby LLC dated 11/21/19; 19. Engineer's Plans,generally entitled, `Blind Brook Club Drainage Improvements," prepared by WSP USA, Inc.: Sheet Number Sheet Title Dated Sheet 1 of 18 Title Sheet rev. 2/21/20 Sheet 2 of 18 Abbreviations, Legend and General rev. 2/21/20 Sheet 3 of 18 General Notes rev. 2/21/20 Sheet 4 of 18 Existing Site Plan and Key Map rev. 2/21/20 Sheet 5 of 18 Proposed Site Plan rev. 2/21/20 Sheet 6 of 18 Proposed Plan Sheet 1 of 9 rev. 2/21/20 Sheet 7 of 18 Proposed Plan Sheet 2 of 9 rev. 2/21/20 Sheet 8 of 18 Proposed Plan Sheet 3 of 9 rev. 2/21/20 Sheet 9 of 18 Proposed Plan Sheet 4 of 9 rev. 2/21/20 Sheet 10 of 18 Proposed Plan Sheet S of 9 rev. 2/21/20 Sheet 11 of 18 Proposed Plan Sheet B of 9 rev. 2/21/20 Sheet 12 of 18 Proposed Plan Sheet 7 of 9 rev. 2/21/20 Sheet 13 of 18 Proposed Plan Sheet 8 of 9 rev. 2/21/20 Sheet 14 of 18 Proposed Plan Sheet 9 of 9 rev. 2/21/20 Sheet 15 of 18 Typical Drainage Details rev. 2/21/20 Sheet 16 of 18 Erosion &Sediment Notes &Details rev. 2/21/20 Sheet 17 of 18 Erosion &Sediment Notes &Details rev. 2/21/20 Sheet 18 of 18 Proposed Site Plan rev. 2/21/20 Sheet 1 or 1 Stream Maintenance Plan 4/2/20 20. A set of Engineer's and Architect's Plans,generally entitled, "New Pumphouse and Clubhouse Addition,"prepared by Rogers McCagg and Ahnernan Kirby: Sheet Number Sheet Title Dated G1 A Coversheet 11/21/19 SP-3 Proposed Site Plan rev. 1/15/20 A1.00PH Proposed Construction Plans rev. 1/31/20 A2.00PH Proposed Construction Plans 11/21/19 A3.00PH Proposed Building Sections, ball Section, and Details rev. 1/31/20 1313/08/707090v1 4114120 A9.00PH Photos &3D Views rev. 1/31/20 ALOOCH Proposed Basement Plan 11/21/19 A 1.01 CH Proposed Ground Floor Plan 11/21/19 Al A2CH Proposed Second Floor Plan 11/21/19 A1.03CH Proposed Roof Plan 11/21/19 A2.00CH Proposed Exterior Elevations rev. 1/31/20 A2.01 CH Proposed Exterior Elevations 11/21/19 A9.000H Existing Photos 11/21/19 A9.01CH 3D Views 11/21/19 21. A plan entitled, "A Golf Course of Blind Brook Club," dated September 2018, prepared by Jim Urbina Golf Design; and WHEREAS, the Village Planning Consultant, Village Engineering Consultant, Village Staff and the Planning Board reviewed the information, submitted comments regarding the Wetland Permit and Steep Slopes Permit and made recommendations regarding wetland buffer disturbance and wetland and steep slope mitigation; and WHEREAS, on February 13, 2020, the Planning Board opened a public hearing on the subject application and all persons interested were given an opportunity to speak on behalf of or in opposition to said application, and the Planning Board closed the public hearing on April 9, 2020; and WHEREAS, on March 24, 2020 the Board of Trustees, as Lead Agency pursuant to State Environmental Quality Review Act C SEQRA'� adopted a Negative Declaration finding that the Project will not result in any significant adverse environmental impacts based upon the information stated in the EAF and supplemental information; and WHEREAS, on March 24, 2020 the Board of Trustees granted Amended Site Plan approval for the reworking of the fairways and greens, upgrades to the irrigation and drainage systems, the development of groundwater sources for irrigation to reduce reliance on public water, and additions to the clubhouse's patio and terrace; and WHEREAS, the total area of disturbance proposed within the wetland buffer is 18,800 square feet necessitating a total mitigation area of 37,600 square feet pursuant to Village Code §245-9.A(3) which requires mitigation of buffer disturbance at a ratio of at least two to one, and the Applicant is proposing to restore 39,250 square feet of eroded streambank as mitigation; WHEREAS, the Wetland Mitigation Plan submitted by the Applicant provides a planting list of native, wetland species to the planted as part of the streambank restoration and the plan shows the areas where the streambank restoration is proposed but does not provide specific locations for each of the proposed plantings because the exact locations will be determined in the field to ensure the proper species are being used in each area•, and WHEREAS, the Planning Board has considered the Wetland Permit standards set forth in Village Code §245-8.A and finds that the Applicant proposes sufficient wetland 131310917070900 4114120 mitigation in compliance with Village Code standards subject to compliance with the conditions set forth herein; and WHEREAS, the Planning Board has considered the Steep Slopes Work Permit standards set forth at Village Code §213-6 concerning the disturbance of steep slopes associated with the proposed reworking of the fairways and greens, upgrades to the irrigation and drainage systems, the development of groundwater sources for irrigation to reduce reliance on public water, and construction of a new pump house building. NOW, THEREFORE, BE IT RESOLVED, that for the reasons stated herein, the Village of Rye Brook Planning Board hereby approves the Wetland Permit and Steep Slopes Permit applications for the reworking of the fairways and greens, upgrades to the irrigation and drainage systems, the development of groundwater sources for irrigation to reduce reliance on public water, and construction of a new pump house building at property located at 980 Anderson Hill Road, upon the following conditions: 1. The Applicant shall comply with all requirements and conditions set forth in the Resolution adopted by the Board of Trustees on March 24, 2020 approving the Amended Site Plan for reworking of the fairways and greens, upgrades to the irrigation and drainage systems, the development of groundwater sources for irrigation to reduce reliance on public water, and additions to the clubhouse's patio and terrace. 2. The Applicant shall submit an "As-Built" Wetland Mitigation Plan to the Village which identifies the locations, quantities and species of mitigation plantings after the restoration of the streambank is completed to the satisfaction of the Village Planner. 3. The Wetland Permit shall be valid for a period of one year from the date of this resolution, however, an extension of an original permit may be granted upon written request to the Planning Board by the original permit holder or his/her legal agent at least 90 days prior to the expiration date of the original permit. 4. The written Wetland Permit issued pursuant to this approval shall contain the following conditions pursuant to Section 245-11.B of the Village of Rye Brook Code: a. Work conducted under a permit shall be open to inspection at any time, including weekends and holidays, by the approval authority, the Advisory Council on Environmental Conservation, the Superintendent of Public Works/Village Engineer or their designated representatives. b. All permits issued under this chapter shall be void and of no effect after one year from the date of issue thereof, unless the work for which the permit was issued has been actually commenced and not been abandoned during that period. In such cases, the applicant may reapply for a permit from the approval authority in accordance with the provisions of this chapter. If the work for which the permits were issued have commenced 131310817070900 4114120 within one year from the date of issuance of the permits, such permits may be renewed by the approval authority in accordance with the renewal provisions set forth at§§ 213-12.1) and 245-5.B(7) of the Village Code. c. The permit holder shall provide written notification to the Superintendent of Public Works/Village Engineer of the date on which the regulated activity is to begin at least five business days in advance of such date. d. The approval authority's permit shall be prominently displayed at the project site during the undertaking of any of the activities authorized by the permit. e. The boundaries of the regulated activity and all wetlands and watercourses shall be stated and appropriately marked in the field so as to make the boundaries visible. f. The permits, including all conditions, shall be binding on all successors and assignees of the permit holder. BE IT FURTHER RESOLVED, that if said conditions are not fully complied with this resolution approving the Wetland Permit and Steep Slopes Permit,described above,shall become null and void. BE IT FURTHER RESOLVED, that no permits shall be issued by the Building Department until the Applicant has paid to the Village all applicable fees and professional review fees incurred in connection with review of this Application. On motion by Mr. Morlino, seconded by Ms. Drechsler, Mr. Michal Nowak, Superintendent of Public Works/Village Engineer, called the roll: MS. DRECHSLER Voting AYE MR. GRZAN Voting AYE MR. MORLINO Voting AYE MS. SCHOEN Voting EXCUSED MR. TARTAGLIA Voting AYE MR. ZAHL Voting AYE CHAIRMAN GOODMAN Voting AYE Resolution Approved: 6-0 131310817070900 4114120 445 Hamilton Avenue,14th Floor C U D DY White Plains,New York 10601 T 914 7611300 +FEDER F 914 761 5372 LLP cuddyfeder.com Anthony B. Gioffre III a)eudd °fedencom October 8, 2021 CCU 17_ a BY E-MAIL&FIRST CLASS MAIL Chairman Robert Goodman OCT 1 2 2021 t �= and Members of the Planning Board VILLAGE OF RYE Village of Rye Brook - 938 King Street BULQING DEPARTMENT Rye Brook,NY 10573 Re: The Blind Brook Club Steep Slopes and Wetland Permit Extension Request Premises: g8o Anderson Hill Road,Village of Rye Brook, NY Dear Chairman Goodman and Members of the Planning Board: On behalf of Blind Brook Club, Inc. (the "Applicant"), this letter is respectfully submitted, in connection with the above-referenced property situated at 98o Anderson Hill Road in the Village of Rye Brook and the Applicant's request for an extension of the Steep Slopes Permit and Wetland Permit which are set to expire on October 9, 2021 and December 10, 2021, respectively. This extension request is on the Planning Board's October 14, 2021 agenda. The Applicant respectively requests that this matter be adjourned to the Board's November 18, 2021 meeting. Thank you in advance for your consideration and courtesy in this matter. Respectfully yours, AnthonyB. Gioffre,III Anthony B. Gioffre III cc: Keane&Beane, P.C. Client WESTCHESTER I NEW YORK CITY I HUDSON VALLEY I CONNECTICUT 445 Hamilton Avenue,l4th Floor rCUDDY White Plains,New York 10601 r 914 7611300 +F E D E R F d 5372 LLP cuddyfeyfeder.com Anthony B. Gioffre III ggioffre0t)cuddyfeder.com September 8, 2021 BY E-MAIL&OVERNIGHT MAIL Chairman Robert Goodman R IECIEME 3D and Members of the Planning Board Village of Rye Brook 938 King Street SEP - 8 2021 Rye Brook,NY 10573 VILLAGE OF RYE BROOK Re: The Blind Brook Club BUILDING DEPARTMENT Steep Slopes and Wetland Permit Extension Request Premises: 98o Anderson Hill Road,Village of Rye Brook,NY Dear Chairman Goodman and Members of the Planning Board: On behalf of Blind Brook Club, Inc. (the "Applicant"), this letter is respectfully submitted, in connection with the above-referenced property situated at g8o Anderson Hill Road in the Village of Rye Brook. As you are aware,the Planning Board granted a steeps slopes permit and wetlands permit on April 9, 2020. Subsequent thereto,on December 10, 2020 the Planning Board granted amended site plan and wetland permit approvals and then granted an extension of the steep slopes permit on May 13, 2021. Since that time, the Applicant has been performing the work permitted thereunder and anticipates completing same by the end of this month,provided the weather cooperates with this schedule. However, due to the requirement to submit requests for steep slopes extensions thirty (3o)days in advance and wetlands permit extensions ninety(go)days in advance of the expiration dates,the Applicant is respectfully requesting a one(i)year extension of the Steep Slopes Permit and Wetland Permit which are set to expire on October g, 2021 and December 10, 2021, respectively. It should be noted that there are no changed circumstances from those upon which the initial approvals were granted. As such, we respectfully request that this matter be placed on the next available Planning Board agenda for consideration. Thank you in advance for your consideration and courtesy in this matter, jcw e III WESTCHESTER I NEW YORK CITY I HUDSON VALLEY I CONNECTICUT 4947014,v 1 ' ;j 7: 1 Y /.P i LE IM1[ P :.�• �`A` .11n.•ii '^i ?� J.'• {:• `��, 'A� et 9+t 1,•. -A..a 1 Irel...� ,ft.. /•.r.5 y iuE f A'4 }:` +[Y?• �.6' ';.c.A - ..: III:,F. -i...1Yh•.�y.Yw ■ 'A YIr � 'AI.*i,x F� .�, � N!. 9 A F^t 9'h.`A`-• !1 51,�. 6';C .'4 C aR R P'� • • • -^i:ili i,ia1 3 � 4 /.6 i.i,i,.R•.".Y B M3E�iAMPA La !f a.P '•Y:;Y!� !A1r:.N • • •': ra"..l:w �1 / '•i•t•S,` i+.;a"■ is •. ■:.e/ ' :■• !•i 4a ..14 :•r s,ii 'flea • • . A s y P �;:I f.'� T A'.9 11'•'• i !1i/•" •.•C:f t i :,1 A • ,I w� :' .p Ye Ia •;i ,y i 1 f e AID. �•. i ?' c;:: .ry er G. •w f !tl1.Iy x•1+ 3�t �k ! 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'r,f t.' � f 1ih R 7� ,53•.Ia ;;a - .t .L:ar / a+.+ +a 7. t '.+s•i .a i. r ;rl'. ikn� - , i P r j//�� �,.r�y-�,��...-+. � �.i+r��41! ti:-r 'iN{tytgJ•r �qE I lei On mod=by Mr,T b#W Cy MWW a**Superintendent of Pubik WMAWOWMV E00im caw he-tA- MR.GarrLum VefiftAMA04 MRARW v -A ML-jduA 1444fir' _ mp-A-louso vadw AV40 : . . CR . tia i r'r } a a ' c r ti December 10, 2020 PR VED - _ RESOLUTION GRANTING AMENDED SITE PLAN AND WETLAND PERMIT APPROVALS FOR PROPERTY LOCATED AT 980 ANDERSON HILL ROAD FOR THE BLIND BROOK CLUB VILLAGE OF RYE BROOK PLANNING BOARD WHEREAS, The Blind Brook Club, Inc. ("Applicant") submitted an application for approval of an Amended Site Plan and Wetland Permit to convert an existing disturbed portion of the site to practice and putting greens,a shift in the location of the existing driveway, and the construction of an approximately 1,700 square foot teaching facility building (the 'Project', as the owner of certain property located in the Village of Rye Brook ("Village'D commonly known as 980 Anderson Hill Road ("Subject Property") and shown on the tax assessment map as Parcel ID 129.58-1-1 on the Town of Rye Tax Map and located in the R- 35 Zoning District and Scenic Roads Overlay District;and WHEREAS,the Property consists of 163.2 acres and is developed with a golf course, club house,maintenance building, parking areas, and minor accessory structures; and WHEREAS, on March 24, 2020 the Village Board of Trustees granted Site Plan Approval for the reworking of the fairways and greens,upgrades to the irrigation and drainage systems, the development of groundwater sources for irrigation to reduce reliance on public water,and additions to the clubhouse's patio and terrace;and WHEREAS, on April 9, 2020 the Planning Board granted Wetland Permit and Steep Slopes Permit Approvals in connection with same project;and WHEREAS,the Applicant now seeks further amendments to the site plan which have been determined by the Building Inspector to be minor amendments to the approved site plan and therefore the Planning Board is the Approval Authority for the Project pursuant to Section 209-1.A(2)(c) of the Village Code; and WHEREAS, the Planning Board is also the Approval Authority for the Wetland Permit applications pursuant to Chapter 245 of the Village Code;and WHEREAS,the Project is a Type II Action pursuant to 6 NYCRR 617.5(c)(9) of the State Environmental Quality Review Act (SEQRA) thereby requiring no environmental review,and WHEREAS, the Planning Board has received and reviewed the following plans and application materials: 13131OV07090v1 12114120 1 1. Short Environmental Assessment Form dated 11/11/20 and EAF Mapper Summary Report dated 9/18/20; 2. Cover letter to Michael Izzo,Building&Fire Inspector,prepared by Cuddy and Feder,LLP, dated 10/21/20 and 11/24/20; 3. Application for Site Plan Approval; 4. Wetlands Permit Application; 5. Functional Assessment of Wetlands and Watercourses,prepared by Evans Associates, dated 9/22/20 and 11/23/20; 6. A Drainage Summary Report prepared by Ahneman Kirby, dated 10/6/20; 7. A set of Engineer's and Architect's Plans, generally entitled, "Teaching Facility& Driveway Entry,"prepared by Rogers McCagg and Ahneman Kirby. Sheet Number Sheet Title Dated G1.0 Coversheet 10/20/20 SP-6 Blind Brook Site Plan Amendment rev. 11/23/20 SP-7 Proposed Site Notes and Detail rev. 11/23/20 A1.0 Teaching Facility Proposed Plans rev. 10/20/20 A2.0 Teaching Facility Proposed Exterior Elevations rev. 10/20/20 A3.0 .Driveway Enty Pmposed Plan &Elevations rev. 10/20/20 A9.0 Photo Simulation 11/12/20;and WHEREAS, the Village Planning Consultant, Village Staff and the Planning Board reviewed the information, submitted comments regarding the Project and made recommendations regarding Scenic Roads Overlay District and wetland buffer disturbance; and WHEREAS, the application was referred to Westchester County Planning for Notification purposes on December 1, 2020;and WHEREAS, on December 10,2020,the Planning Board opened a public hearing on the subject application and all persons interested were given an opportunity to speak on behalf of or in opposition to said application, and the Planning Board closed the public hearing on December 10, 2020; and WHEREAS, due to public health and safety concerns related to the current COVID- 19 pandemic,the November 12,2020 and December 10,2020 meetings of the Planning Board, at which this application was heard, were duly noticed and held via videoconference in accordance with the requirements of the Zoning Code of the Village of Rye Brook and the Governor's Executive Orders which suspend the"in-person"requirements of the NYS Open Meetings Law and provide altemative means by which to conduct public meetings and hearings;and WHEREAS,the total area of disturbance proposed within the wetland buffer is 2,798 square feet necessitating a total mitigation area of 5,596 square feet pursuant to Village Code §245-9.A(3) which requires mitigation of buffer disturbance at a ratio of at least two to one, 1 31 9/08/7 0 7 09 0W 12(14120 h N and the Applicant is proposing that the mitigation provided as part of the earlier application approved in April 2020 in excess of the mitigation required at that time should be considered as mitigation toward the current proposed wetland buffer disturbance; and WHEREAS, the Planning Board has considered the Wetland Permit standards set forth in Village Code §245-8.A and finds that the Applicant proposes sufficient wetland mitigation in compliance with Village Code standards subject to compliance with the conditions set forth herein;and WHEREAS, the Planning Board has considered the provisions of the Scenic Roads Overlay District and finds that the proposed improvements are architecturally compatible with the surrounding structures and the important scenic and natural features of the site will be preserved, including the wall at the entrance of the property which will be replaced in-kind with a wall of the same height and layout in connection with the widening of the driveway. NOW,THEREFORE,BE IT RESOLVED,that for the reasons stated herein,the Village of Rye Brook Planning Board hereby approves the Amended Site Plan and Wedand Permit applications for the to convert an existing disturbed portion of the site to practice and putting greens, a shift in the location of the existing driveway, and the construction of an approximately 1,700 square foot teaching facility building at property located at 980 Anderson Hill Road,upon the following conditions: 1. Prior to the issuance of a Building Permit, the Applicant shall submit a revised Landscape Plan that provides specific locations for the planting of the 60 trees that are proposed as part of the application. Trees shall be located so as to provide visual screening of the proposed improvements. The plan reviewed by the Planning Board at its December 10,2020 meeting is satisfactory to the Planning Board. 2. Prior to the issuance of a Building Permit,the Applicant shall revise the plans to address fire truck turning radius movements to the Building Inspector's satisfaction prior to the issuance of a Building Permit. 3. Prior to the issuance of a Building Permit,the Applicant shall secure a permit from the Westchester County Department of Public Works to widen the driveway since Anderson Hill Road is a County Road. As part of the application to the Westchester County Department of Public Works,the Applicant shall provide to the Village and to the County the required intersection sight distance (ISD) for the modified driveway. Trimming or removal of vegetation may be necessary along the edge of Anderson Hill Road to achieve ISD to the south of the access drive and along the Property. 4. Any new (replaced) wall along the Anderson Hill Road frontage shall be the same height and layout of the existing/remaining wall. 5. Due to the Property's location within the Anderson Hill Road Scenic Road Overlay District, all areas in the 35-foot vegetative buffer along Anderson Hill Road which are 1313/0&707090vl 12114120 r 4 proposed to be disturbed shall be restored and graded so that the final, post- 9 development contours appear consistent with the predevelopment terrain. 6. The Wetland Permit shall be valid for a period of one year from the date of this resolution, however, an extension of an original permit may be granted upon written ' request to the Planning Board by the original permit holder or his/her legal agent at i least 90 days prior to the expiration date of the original permit. 7. The written Wetland Permit issued pursuant to this approval shall contain the following conditions pursuant to Section 245-113 of the Village of Rye Brook Code: a. Work conducted under a permit shall be open to inspection at any time, including weekends and holidays, by the approval authority, the Advisory Council on Environmental Conservation, the Superintendent of Public Works/Village Engineer or their designated representatives. b. All permits issued under this chapter shall be void and of no effect after one year from the date of issue thereof, unless the work for which the permit was issued has been actually commenced and not been abandoned during that period. In such cases, the applicant may reapply for a permit from the approval authority in accordance with the provisions of this chapter. If the work for which the permits were issued have commenced within one year from the date of issuance of the permits, such permits may be renewed by the approval authority in accordance with the renewal provisions set forth at �§ 213-12.1) and 245-5.B(7) of the Village Code. c. The permit holder shall provide written notification to the Superintendent of Public Works/Village Engineer of the date on which the regulated activity is to begin at least five business days in advance of such date. d. The approval authority's permit shall be prominently displayed at the project site during the undertaking of any of the activities authorized by the permit. e. The boundaries of the regulated activity and all wetlands and watercourses shall be stated and appropriately marked in the field so as to make the boundaries visible. f The permits,including all conditions, shall be binding on all successors and assignees of the permit holder. BE IT FURTHER RESOLVED, that if said conditions are not fully complied with this resolution approving the Amended Site Plan and Wetland Permit,described above,shall become null and void. BE IT FURTHER RESOLVED, that no permits shall be issued by the Building Department until the Applicant has paid to the Village all applicable fees and professional review fees incurred in connection with review of this Application. On motion by Mr. Morlino, seconded by Ms. Schoen,Mr. Michal Nowak, Superintendent of Public Works/Village Engineer, called the roll: 13131081707090v1 12114120 I. MS.DRECHSLER Voting AYE MR GRZAN Voting EXCUSED MR.MORLINO Voting AYE MS. SCHOEN Voting AYE MR.TARTAGLIA Voting EXCUSED MR. ZAHL Voting AYE CHAIRMAN GOODMAN Voting AYE Approved: 5-0 E i 13131081707090v1 12114120 445 Hamilton Avenue,l4th Floor OCUDDY White Plains,New York 10601 T 914 7611300 +FEDER F9147615372 LLP cuddyfeder.com Anthony B. Gioffre III agioffrepcuddyfedencom March 5, 202x BY E-MAIL&OVERNIGHT MAIL ""'— Chairman Robert Goodman MAR _8 2011 And Members of the Planning Board Village of Rye Brook VILLAGE OF RYE BROOK 938 King Street BUILDING DEPART�4ENT Rye Brook, NY 10573 Re: The Blind Brook Club Steep Slopes Permit Extension Request Premises: g8o Anderson Hill Road,Village of Rye Brook, NY On behalf of Blind Brook Club, Inc. (the "Club") (the "Applicant"), this letter is respectfully submitted, in connection with the above referenced property situated at 98o Anderson Hill Road in the Village of Rye Brook.As you are aware, the Planning Board granted a steeps slopes permit on April 9, 2020. Since that time, the Applicant has submitted an application for amendment to the site plan and wetlands permit and has been working on satisfying the conditions of the granted approvals and respectfully requests a one (1) year extension of the Steep Slopes Permit that was issued by the Planning Board on April 9, 202o which expires on April g, 2021. It should be noted that there are no changed circumstances from those upon which the initial approvals were granted. As such, we respectfully request that this matter be placed on the next available Planning Board agenda for consideration. Thank you in advance for your consideration and courtesy in this matter. Respectfully yours, Anthony B. (�io{{relIII Anthony B. Gioffre III cc: Client WESTCHESTER I NEW YORK CITY I HUDSON VALLEY I CONNECTICUT Hardesty 555 Theodore Fremd Ave.,Suite C-301 Rye, NY 10580 &H anover T:914.967.6540 www.hardestyhanover.com MEMORANDUM F,C rg � V IE To: Michal Nowak, Superintendent of Public Works JUN 1 1 2021 And Engineering VILLAGE OF RYE 8RGOK BUILDI14G DEPARTMENT Date: June 11, 2021 Subject: Blind Brook Club—Wetland Mitigation Inspection _T The Village has received a letter prepared by Beth Evans, PWS, of Evans Associates dated May 28, 2021 regarding the completion of the wetland mitigation performed by the Blind Brook Club, in relation to their wetland permit granted by the Planning Board on April 9, 2020. The report states that the restoration of the streambank and the installation of plantings has occurred along the entire length of the stream. Condition 2 of the Approval Resolution required the Applicant to submit an "As-Built'Wetland Mitigation Plan to the Village that identifies the locations, quantities, and species of mitigation plantings after the restoration of the streambank is completed to the satisfaction of the Village Planner. The Applicant has requested that the letter take the place of the "As-Built" plan required by Condition 2 of the Approval Resolution. I have reviewed the Information provided by Evan Associates regarding the wetland mitigation. The letter describes the streambank restoration process, notes the wetland plantings provided and provides photo documentation of the before and after conditions. To verify that the mitigation plantings were planted correctly and located appropriately, I met with Beth Evan at the site on June 10, 2021. The streambank has been restored and planted appropriately and exceeds the required amount of mitigation area required. Based on my site visit and the documentation prepared by Evans Associates, the submitted materials satisfy the"As-Built" plan requirement. If you have any questions, please do not hesitate to contact me. Sarah L. Brown, AICP Senior Planner Tara Gerardi From: John Mugno Sent: Thursday, May 13, 2021 1:48 PM To: Tara Gerardi D E C V E Subject: Blind Brook Club Construction comments from K. Coombs MAY 13 2021 Members of the Village Planning Board Village of Rye Brook VILLAGE OF RYE BROOKBUILDING DEPARTMENT I am submitting this email regarding the Blind Brook Club item on the Committee's agenda this evening, as I am unable to speak at the Zoom meeting. I live at 30 Carol Court, next to the Blind Brook Club, and understand that you are reviewing a renewal of their steep slopes and wetlands permits for the ongoing construction projects on that site. I believe that you owe the community a full review of the multiple and expanding projects there before allowing any further work. In this year of Zoom meetings, we only became aware of the extent of the planned construction there when heavy construction machinery began work on the site (often 12 hours a day)this spring. The construction of a hangar-like 1800+square-foot structure, 22+feet tall,with two 24 foot rolling doors that open to allow golfers to hit balls out toward neighboring homes protected from the weather,was apparently approved during the fall of 2020 at Committee Zoom meetings,with, according to the December meeting minutes, little consideration of the impact on neighboring homes: a massive building, completely out of character with a residential area, less than 250 feet from neighboring homes, built into a slope which makes it seem even taller than 22+feet. We were informed when the project first began that it was intended to renovate the greens, improve irrigation to reduce reliance on public water and make minor additions to the clubhouse patio and terrace. Members and representatives of the Club told neighbors that it would not materially affect them.The hangar-like 1800+ square-foot structure was added to the proposal many months later, during the pandemic shutdown at Zoom meetings, as a minor amendment. We had no idea that a significant amendment to the March 2020 plan was being proposed. At this point the full extent of the project,which will undoubtedly cause further water problems in an area already poorly drained and permanently harm the quality of life for neighbors, needs to be re-addressed fully and publicly now. To have approved such a major expansion without significant input from the community is not proper. Karen Coombs May 13, 2021 D IECEJW [ MAY 12 2021 -1 D MOSS 8e KALISH , pLLC VILLAGE OF RYE BROOK BUILDING DEPARTMENT COUNSELLORS AT LAW 122 EAST 42NO STREET MARK L.KALISH NEW Y O R K, NY 1 018 8-0 0 9 8 NASRAU OFR(E GARY N.Moss 500 OLD COUNTY.SUITE 206 e`DAYID B.GELFAR --- GARDEN OrrY,NY 11530 TELEPHONE: (212) 8e7-4488 _- JAMESSCHWARTZMAN TELECOPIER: (212) 983-527e wrIter'se-mail: 'll1C�MR1G M!!W JOIR'/ E-MAIL: LAWYERSO MOSS KALISH.COM gellarbQmoaskallsh.com May 12,2021 Honorable Chairman Robert Goodman and Members of the Village Planning Board Village of Rye Brook 938 King Street Rye Brook,New York 10573 Re: Application of The Blind Brook Club, Inc. Renewal of Steep Slopes Permit 980 Anderson Hill Road Rye Brook,NY 10573 Pal ID_No._129.58-1-1 Dear Honorable Chairman Goodman and Members of the Board: This office represents Mr. Stuart Sindell and Ms. Marcia Sindell (the "Sindells'% who reside at 27 Carol Court, Rye Brook, New York 10573 and Mr. Joseph Abbe, who resides at 29 Carol Court, Rye Brook, New York 10573 (collectively, the "Enclave Homeowners'D. The Enclave Homeowners live in the Enclave at Rye Brook, a development of30 homes bordered by Anderson Hill Road and King Street and adjacent to the Blind Brook Club property. On behalf of the Enclave Homeowners, we respectfully request that the Planning Board not renew the Steep Slopes Permit (the "Permit's issued to The Blind Brook Club. Inc. (the"Club') for the reasons set forth therein. The application for renewal of the Permit is scheduled to be heard at your May 13, 2021 meeting. Introduction By way of background, on or around November 19, 2019, the Club initially submitted an application to the Village for approval of an amended site plan for, among other matters, "reworking of the fairway and greens,upgrades to the irrigation drainage system,the development of groundwater sources for irrigation to reduce reliance on public water, and additions to the clubhouse's patio and terrace." The Club also submitted a wetland permit application, zoning analysis and other materials.On March 24,2020,the Village Board enacted a resolution approving the amended site plan, subject to various conditions, including the approval of a Wetland Permit and a Steep Slopes Permit by the Planning Board. Honorable Chairman Robert Goodman May 12, 2021 Page 2 On April 9, 2020, the Planning Board enacted a resolution granting the Club the Permit, as well as Wetland Permit,for the purposes of reworking of the fairways and greens,upgrades to the irrigation and drainage systems, the development of groundwater sources for irrigation and the construction of a new pump house building. Parenthetically,we understand that the Club is not seeking to renew the Wetland Permit at this time. Thereafter, on October 21, 2020, the Club submitted a second application for site plan amendment and an application for a wetlands permit (the "Second Site Plan Application'j. In essence, the Club sought approval to: a)reconfigure the front entrance by widening the driveway to the Club by 24 feet; b) construct new practice chipping and putting area; and c) most significantly,construct a so-called"Golf Learning Center"(the"Golf Building'). The Golf Building is an approximately 1,800 square feet building and greater than 22 feet in height. It is to be located 249.09 feet from the side property line of the Enclave,where the Enclave Homeowners' homes are located. On December 20,2020,the Planning Board issued a resolution granting approval with respect to the Second Site Plan Application, along with a wetland permit for the purpose of converting a portion of the Club Property to practice and putting greens, shifting the location of the driveway, and constructing the Golf Building(the"Golf Building Resolution'). The Building Department has issued four Building Permits with respect to the work encompassed by the two Site Plan Applications, as follows: June 10, 2020-Site Work July 6,2020-New Golf Course Pump blouse&Club House Addition February 25,2021-Remodel Rear Terrace Area March 22, 2021—Construct New Golf Teaching Building; Reconfigure Front Entrance Roadway,New Chip &Putting Greens The Enclave Homeowners submit that for the reasons set forth herein,the Planning Board should deny,or at the very least defer action on,the Club's request to renew the Permit. Discussion With respect to the application for renewal of the Steep Slopes Permit,Village Code§213- 12(D)provides as follows: D. Expiration of steep slope work permit; extensions. (1)All steep slope work permits shall expire on completion of the acts specified therein and, unless otherwise indicated, shall be valid for a period of one year from the date of issue.The approval authority may extend the time in which the acts specified in the permit must be completed if of the opinion that such extension is warranted by the particular circumstances involved, provided that in the case of a permit where no work on the steep Honorable Chairman Robert Goodman May 12,2021 Page 3 slope(s)has been accomplished, extensions shall not exceed two additional periods of 90 days each,in which case,should a permittee fail to complete the acts specified in the permit prior to the expiration of the second ninety-day extension,at the discretion of the approval authority, the original permit may become null and void, and an application would then need to be made for a new permit. The request for a new permit shall follow the same form and procedure as the original application, except that the approval authority shall have the option of not holding a public hearing if the original intent of the permit is not altered or extended in any significant way. [Emphasis Supplied]. (2) In the case of a permit where the work on the steep slope(s) is partially completed,the number and length of extensions shall be at the sole discretion of the approval authority. (3)A request for an extension of an original permit shall be made in writing to the Superintendent of Public Works/Village Engineer at least 30 days prior to the expiration date of the original permit and each extension. The Club has not complied with the Code, and therefore,the Board should take no action at this time to renew the Steep Slopes Permit. First, the Club has not set forth any evidence that an extension `°is warranted by the particular circumstances involved"Village Code§213-12(Dxl). Second,the agenda for the May 13, 2021 Planning Board meeting does not indicate that any request for an extension was timely made to the Superintendent of Public Works/Village Engineer,as required by Village Code§213- 13(D)(3). Moreover, given the fact that the Club has been granted four Building Permits within a nine month period,there is a need for the Planning Board to evaluate the totality of the work being performed under all four permits,and its impact on the neighboring properties,before the Permit is renewed. The Homeowners urge the Planning Board to direct the Club to file a new complete application which shows all of the cumulative impacts that the Permit may have on the surrounding area,taking into account all of the work being performed under a multitude of permits. Accordingly, the Club should file a complete application pursuant to Village Code §213- 8(A) and §213-12(D), with particular emphasis on the following information set forth at §213- 8(A)(5): (5)A site plan,which shall be drawn at a scale no less detailed than one inch equals 50 feet and prepared by a landscape architect, architect or professional engineer licensed in the State of New York and showing the following information for all areas on the subject site that contain steep slopes: (a)The location of proposed structures, septic systems,wells and driveways. 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Thank you for your consideration of this matter. We look forward to this matter being heard at the Planning Board's May 13,2021 meeting. Very truly yours, 06Q � .IL,—, David B. Gelfarb cc:Jennifer Gray,Esq. Mr. and Mrs. Stuart Sindell Mr. Joseph Abbe ester I UJ XOM 13 2020 i George Latimer VILLAGE OF RYE BROOK County Executive BUILDING DEPARTMENT Sherlita_miler,M.D. Commissioner of Health May 6, 2020 WSP-USA 4 Research Drive— Suite 204 Shelton, CT 06484 Attn: Stephen K. Rupar, P.E. Re: WCDH File# RB 2020-01 to 08 Proposed Irrigation Wells Construction The Blind Brook Club 980 Anderson Hill Road Section 129.58 Block 1 Lot 1 Rye Brook(V) Dear Mr. Rupar: Receipt of your submission for construction of an irrigation well, at the above referenced location is hereby acknowledged. Your plan dated, last revised, is approved pursuant to Chapter 873, Article VII, and Section 873.707.1 of the Laws of Westchester County for the construction of the proposed irrigation wells with the following conditions: 1. THAT the irrigation wells are to be constructed in accordance with the approved plan. 2. THAT the irrigation wells shall be constructed in compliance with well construction provisions of the Westchester County Department of Health Rules and Regulations for the Design and Construction of Residential Subsurface Sewage Treatment Systems and Drilled Wells in Westchester County, NY. 3. THAT there will be no potable connections from the irrigation system and that any couplings, hose bibs, appurtenances be clearly labeled as non-potable. 4. THAT there is no physical connection between the potable water supply and the irrigation system and wells. 5. THAT any existing connections to the potable domestic water supply must be physically removed prior to the connection of the irrigation system to the wells. 6. THAT appropriate air gaps be maintained between the irrigation system discharge pipes and any irrigation ponds. 7. THOSE two (2) copies of as-built plans and well completion reports shall be submitted upon completion of the irrigation well construction. ' RtY(LE Department of Health 25 Moore Avenue Mt. Kisco.New fork 105-19 Telephone: (91.t)86 1-1:33:3 Fax: (91 1)861-73 11 8. THAT the irrigation wells shall be constructed with a minimum of fifty(50)feet of casing below grade. 9. THAT this approval is valid for one (1) year. 10. THAT a check valve or other backflow protection device must be installed on the irrigation wells discharge line. 11. THAT the water well contractor shall be registered with the New York State Department of Environmental Conservation. Should there be any questions, you may contact the undersigned at 914-864-7348 or Anthony Kunny at 914-864-7349. Very truly yours, Zaw Thein, P.E. Associate Engineer Bureau of Environmental Quality Cc: The Blind Brook Club—owner Suez Water New York, Inc. Michael Izzo—Building Inspector— Rye brook (V) v Andy Tse—NYSDOH File ib ABBREVIATIONS DRAWING LIST AFF ABOVE FINISHED FLOOR FHMB FLATHEAD MACHINE SCREW PLAS PLASTER A SUSPENDED CBLING �6 ABLE WOOD SCREW PIL PLASTIC LAM1tNATEACC ROGERS PLATE ACFL ACCESS FLOOR FLA FLOOR(ING) PLMS PLUMBING(DOCUMENTS) CLUBHOUSE ADDITION AP ACCESS PANEL FCO FIOMCLEANOUT POD PLYWOOD �L PLASTER ---- � �E M�CAGG ADD GA GAGE,GAUGE PE PORCELAIN ENAMEL s ADH ADHE&NE GV GALVANIZE CUBIC D PCF POUNDS PER FOOT AIMA ADJAC>FL'fT GI GALVANIZED IRON PFL POUNDS PER LINEAR FOOT ADJT ADJUSTABLE GP GALVANIZED PIPE PSF POUNDS PER SQUARE FOOT Avc AN CONDITIONING GSs GALVANIZED STEEL SHEET PSI POUNDS PER SQUARE NCH d OL ALT ALTERNATE GKT GASKET(ED) PFB PREFABRICATE(D) AL ALUMINUM GC GENERAL CONTRACT TOR) PFN PREFMISHED ANC ANCHOR.ANCHORAGE GL GLASS,GLAZING AS ANCHOR PPRO APPROXIMATE GLs GLASS °T °��� BLIND BROOK CLUB � � ANOD ANODIZED GT GLASS ER o o c o ARCHITECTS PLANNERS APPROX APPIiQI�AATE GRIN GROUND FACE ROT RABBET.REBATE AUTO AU10MATIC(U ) GT GROUT GO aunm DRAIN RAID RADIUS AS AWVE SLAB GW B GYPSUM BOARD RL RAILREC RECESS(ED) -- INTERIOR DESIGNERS RE 980 ANDERSON HILL ROAD �j 44 North Main Street.South Norwalk CT 06854 am BENCH MARK NOW R� �(�)( ( V. T 203 354 5200 F 203 354 5201 am MLOW BEARING�� Heo HAAoeo�a0 � O• 'DMpj�m www rm-arch com BET BETWEEN HTG HEATINKIND G REM REMOVE RE ElD)IUWG) BVIL BEVELED BLOCK �� HHEAVY EATY DUTY LATINO RES R� RYE BROOK NY QENEiiAL. S xG BOARD HT RA RETURN AIR CIVIL ENGINEER BD BOARD HX HEXAGONAL R�EY REVERSE(SIDE)REVISION(S). G1.00 COVER SHEET x x x AHNEMAN KIRBY BS BOTH SW BOTH WWESAYS HEB HgFI EARLY-STRENGTH HOLLOW CORE BOTRH RIGHT HAND H' HOLLOW'METAL R_ RISER CODE 1171 E.PUTNAM AVE. BUILDING 1-SUITE 1 A BBD BULO�NBOARD I wH HHOT��HEATER RD ��" GIAO LCODESSUMMARY Y AND CLASSIFICATION OF WORK X X RIVERSIDE,CT 06878 IRO HOP ISSUE FOR PERMIT PLANS cFL COUNTER FLASHING INa INCLUDE(�•(RR�R) R8 ouw+OPENwG � 203-869-4606 CS COUNTER SINK W INSIDE DIAMETER RB RUBBER BASE CTSK COUNTER SUNK SCREW M& INSULATE(0).(ION) RST RUBBER TILE _ L MEP ENGINEER CCFT YO CROSS GRAIN INSF MUTING DecINTIRQ:R _- JUNE 12 2020 SPA PROPOSED SITE PLAN x x x TI ETJEN VENEGAS CYO CUBIC Yl�O1RD M INTERIOR FILL. SF{RL SAFETY MAN CAS --- CAS CABWT ILK MERLOCK SC HED SCHEDULE SP-4 PROPOSED SITE PLAN X X CRT CARPET(0) INTM INT MED DATE SCN SCREEN 68 PURCHASE STREET, ap CASBMW s INVERT sw s I SIZE ssm � I p �Rp� RYE,NY.10580 cCK CALK I�CAULK(ING NG ic �B CLOSET CONCRETE �_ s�SINK A1.00 PROPOSED BASEMENT PLAN X X x 914-967-9505 JOINT W-1.011 PROPOSED PCP SHEATHING CEM JF ' R`� SHr SHE SHELVING A1.o2 PROPOSED SROUND FLOOR PLAN X X ECOND FLOOR PLAN x x X STRUCTURAL ENGINEER CM C8MM PLASTER(��) � SHOFE( � A1.03 PROPOSED ATTIC PLAN X DAVID KUFFERMAN HOER CERAMIC KW KEYED ENTRY BOX Sim SBwaR CCMT T COMIC MO KIT XCK KITCHEN SKl SLEEVE A1.04 PROPOSED ROOF PLAN X X � KO SC SOUDCORE cCHHAM cCKMVIERSIP 6OUNCIP"OOF A1.10 PROPOSED BASEMENT RCP X S U RVE -F IRF ELD170 DC 06824 am LA CIRCUMFERENCE EAR(ANLAB LABORATORY sw SPEAKER COATING A1.12 P OPOSED SECOND FLOOR RCP X TO SPC SPECIAL 203-256-1712 CLR CLOSURE Us LAGBOLT _ GENERAL NOTES A200 PROPOSED EXTERIOR ELEVATIONS X X OR CLS CLOSURE LAD LADDER SPL SPECIAL COL CO ��I" LAM LAMINATE s° SQUARE tION IS) A2.01 PROPOSED EXTERIOR ELEVATIONS X XL TION came COMBINATION DARD OOMP'T COMPARTMENT LAV LAVATORY SST STAINLESS STEEL COUP MPO COMPOSITION(COMPOSITE) LLOiH �Rw &DIFFUSER STA STAATTIONN 1.ALL WORK SHALL BE PERFORMED W STRICT ACCORDANCE WITH ALL APPLICABLE STATE 19.CONTRACTOR SHALL PROTECT BUILDING AND GROUNDS FROM DAMAGE DURING A3.00 BUILDING SECTIONS X X COUP COMPRESS 1ED),(ION).(®LF) � CONNECTION �T LENGTH ST STORAGE BUILDING CODES AND WITH THE RULES AND REGULATIONS OF ALL LOCAL AGENCIES, OPERATIONS INCLUDING,BUT NOT LIMITED TO:EXISTING STRUCTURES TO REMAIN,FINISHES, A3.01 BUILDING SECTIONS X X CONST CONSTRUCTION LC ° DEPARTMENTS,AND LAWS HAVING JURISDICTION OVER ANY PORTION OR PHASE OF WORK. WIRING,PIPING,UTILITIES,EQUIPMENT,FURNISHINGS,OPENINGS,PLANTINGS,HARDSCAPE. A3.10 WALL SECTIONS X X OONT CONTINUOUS OR CONTINUE LWLaHTWEIGHT SUS ( )SUSPENDED TO PROVIDE DUST PROTECTION FLOOR PROTECTION WALL PROTECTION AND FLED ARC CONTR COICRACTMM LWC L13WWEIGMCONCRETE SUS SUSPENDED A3.20 SECTION X DETAILS AND RAFTER DETAILS X 2.CONTRACTOR SHALL CONFORM TO PROJECT SPECIFICATIONS PROVIDED BY ALL DESIGN SITE PROTECTION.CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AFFECTED N1:R M. CLL CONTRACT LIMIT LANE lM8 LIMESTONE 8YM SYMMETRY(ICALJ \� ? M t� cJ CONTROLJOM LTL LINTEL SYN SYNTHETIC PROFESSIONALS IN ADDITION TO THESE GENERAL NOTES.PROJECT SPECIFICATIONS, STRUCTURES,AREAS,EQUIPMENT,FINISHES,AND FURNISHINGS DAILY.CONTRACTOR SHALL A4.01 EXTERIOR STEPS AND RAMP X X co CORNER GUARD LL LINE LOAD SY& SYSTEM DRAWINGS,AND ANNOTATIONS PROVIDED BY DESIGN PROFESSIONALS ARE INTENDED TO BE REPAIR ALL ITEMS DAMAGED DURING OPERATIONS TO A STATE EQUAL TO THAT WHICH c+ CORR CORR"TEO LVR LOUVER A4.02 ELEVATOR SHAFT PLANS,SECTIONS&DETAILS X X CTR COUNTER I" LOW POW T SD TACKBOARD COMPLEMENTARY.WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. EXISTED PRIOR TO START OF OPERATIONS. A5.00 PARTITIONS X X * � CPR DAWPEA Ws MOISTURE BTV MALLEABLEARRIER TEL T 3.THE MOST CURRENT FORM OF THE AIA A201 GENERAL CONDITIONS SHALL BE THE GENERAL 20.CONTRACTOR SHALL SUBMIT AN EXCAVATIONITRENCHING SCHEDULE FOR REVIEW WITH A5.10 DOOR SCHEDULE&LEGEND X X TELEVISION o3 i MH MI IRON TO TERRACOTTA CONDITIONS FOR THE PROJECT AND SHALL APPLY TO THE FULLEST REASONABLE EXTENT. ARCHITECT,OWNER,AND CIVIL ENGINEER PRIOR TO START OF WORK.FOR ADDITION, A5.20 WINDOW SCHEDULE&LEGEND X X Off. DEM DEMOLISH.09wouTON MFR MANUFA MARBLECTURE(R) T=THK TE RRAZDD THESE GENERAL CONDITIONS ARE INCORPORATED INTO THESE GENERAL NOTES BY RENOVATION,AND REMODEL PROJECTS,CONTRACTOR SHALL SUBMIT A CUTTING/PATCHING A 038881 EP DEMOUMTABLE�ESSEDD 1LA8 MASONRY v TH TH s THICK= DE REFERENCE AND MADE AS FULLY A PART OF THESE GENERAL NOTES AS IF COMPLETELY SET SCHEDULE TO THE ARCHITECT,ENGINEER,AND OWNER PRIOR TO START OF WORK.SITE MUCTURAL OF N�`. DET ODETAM A L MASONRY TM TOUTPAATMOON FORTH WITHIN. WORK AND CUTTING/PATCHING SHALL NOT RESTRICT TYPICAL OWNER ACCESS,USE,OR MAO TPO TOILET PAPER DISPENSER SO.01 STRUCTURAL NOTES X X OPERATION OF PROPERTY WITHOUT PRIOR APPROVAL FROM OWNER AND ARCHITECT. S1.01 FOUNDATION PLAN X X clam DIMENSION DUMB MAX MECHA� T o E 4.UNLESS IN VIOLATION OF LOCAL CODES,LAWS,OR REGULATIONS;OR EXPLICITLY NOTED DIV DISPENSER IVISIOIN me MEDIaNE TST TOP OFSTEE OTHERWISE IN THE DOCUMENTS;CONTRACTOR SHALL STRICTLY ADHERE TO ALL 21.ALL CONTRACTORS SHALL ABIDE BY THE CONSTRUCTION INDOOR AIR QUALITY PLAN AND S1.02 FIRST FLOOR FRAMING PLAN X X OR DOORoo MMED MEIr18ER T7w OP OF� MANUFACTURER'S RECOMMENDATIONS FOR ORDERING,DELIVERY,STORAGE,INSTALLATION, THE CONSTRUCTION WASTE MANAGEMENT PLAN AT ALL TIMES.BOTH PLANS SHALL BE S1.03 SECOND FLOOR FRAMING PLAN X X DA TO TOWEL BAR AND FINAL TREATMENT OF ALL PRODUCTS,MATERIALS,EQUIPMENT,AND SYSTEMS INDICATED POSTED AT KEY LOCATIONS AT ALL TIMES. DDH O B HUNNG1 � m S E T R S1.04 ATTIC FLOOR FRAMING PLAN X X - DFA DOWN FROM ABOVE MET METAL T TREAD OR REQUIRED TO PROPERLY COMPLETE THE WORK. TYP TYPICAL S1.05 ATTIC FLOOR&ROOF FRAMING PLAN X X DWR DDRAWEER MFD MTFFR ��FICOR DECKING 22.CONTRACTOR SHALL BE RESPONSIBLE FOR SUFFICIENT SHORING AND BRACING AND PARKING DWG DRAWING MRD MCTAL ROOF DECKING 5.CONTRACTOR SHALL NOT MAKE DEVIATIONS FROM DOCUMENTS WITHOUT WRITTEN SHALL PROTECT ALL EXISTING STRUCTURES AND ALL COMPLETED AND ONGOING WORK S2.01 SECTIONS X X DF DRLNgNG FOUNTAIN MTaR METALTHI�LD LION UP UNLESROM S ER APPROVAL FROM ARCHITECT AND ENGINEER.THE CONTRACTOR SHALL BEAR ALL COSTS AGAINST DAMAGE,BREAKAGE,COLLAPSE,DISTORTION,AND MISALIGNMENT. S2.02 SECTIONS X X LION uNLE6soTHERwISENoTEo ARISING FROM CORRECTING DEVIATIONS MADE WITHOUT WRITTEN APPROVAL THE DIN OUMBWAfiER- � ��(&) - PRO OFFICE EMER EMERGENCY MWK MUWORK CONTRACTOR SHALL BEAR ALL COSTS ARISING FROM ARCHITECTS AND ENGINEER'S REVIEW 23.NEW STRUCTURE PARTITIONS AND FINISHES SHOWN TO BE ALIGNED WITH EACH OTHER v ENC ) MW MINIMUM VAR VARNISH�� AND ACCEPTANCE OF CONTRACTOR PROPOSED ALTERNATES AND)OR SUBSTITUTIONS OR WITH EXISTING CONDITIONS SHALL BE AS SEAMLESS AS POSSIBLE.NEW WORK ABUTTING PLUMBING ESOP ANT MIR MIRRORRANEOtJ& VN VIF VENEER N FIELD INCLUDING PROFESSIONAL FEES AND EXPENSES. OR INTERSECTING EXISTING STRUCTURE,PARTITIONS,AND FINISHES SHALL BE COORDINATED P1.00 PLUMBING BASEMENT FLOOR PLAN X X CLUBHOUSE ; - ESC ESCALATOR moo AMODULAR VRM VERMICULITE AND CUT TO FIT AS REQUIRED.EXISTING AND NEW SUBSTRATES AND FINISHES SHALL BE P1.01 PLUMBING FIRST FLOOR PLAN X X EST EXHAU G ESTIMATE MR MOP RECEPTOR V VERTUGRAN 6.CONTRACTOR SHALL COORDINATE WORK WITH PUBLIC UTILITIES HAVING JURISDICTION. COORDINATED SO AS TO ACHIEVE FLUSH,SMOOTH,PLUMB,LEVEL,SQUARE,AND PRECISE P1.02 PLUMBING SECOND&ATTIC FLOOR PLAN X X EEXIST EI MT MOUNT(Ell)(ING) vim VIM CUT AND FIT WITH MINIMAL TOLERANCES.EXISTING AND NEW SUBSTRATES AND FINISHES Mov MOVABLE P1.03 PLUMBING DOMESTIC&SANITARY RISER DIAGRAM X X EXMP EXPANDED METAL PLATE ve VIM BASE 7.CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE PUBLIC AND PROPERTY SHALL BE COORDINATED TO PREVENT FAILURE OF THE FINISH MATERIAL OVER TIME. --HALFWAY HOUSE Ee EXP EXPOS ON GMT jai VF VIM FABRIC PasrrwN TILE DURING OPERATIONS AND UNTIL THE FINAL COMPLETION OF ALL WORK. --------------------- EXT EXTERIOR NL NAIABLE VT VINYL TI 24.PRIOR TO THE START OF ANY UTILITY,MECHANICAL,ELECTRICAL,PLUMBING,LIFE SAFETY, RRE PROTECTION F ATION PLAN NAT NATURAL vwE _VERIFY WITH EQUIPMENT 8.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL PERMITS, AUDIO VISUAL,OR SECURITY ROUGH-IN WORK,CONTRACTOR SHALL SCHEDULE SITE FP1.00 FIRE PROTECTION BASEMENT FLOOR PLAN NR NOISE REDUCTION FJR �I MR NOISE REDUCTION COEFFICIENT APPROVALS CONTROLLED INSPECTIONS TESTING AND OTHER INSPECTIONS THAT MAY BE WALKTHROUGH(S)WITH THE ARCHITECT ENGINEER AND RESPONSIBLE TRADE(S).PRIOR TO FP1.01 FIRE PROTECTION FIRST FLOOR PLAN NC u B HODS E ADDITION FJi FLUSH JOINT WSCT WAINSCOT + , , FA FRAME(D).(�) r� N NOMINAL WTW WALL TO WALL REQUIRED BY APPLICABLE AGENCIES,ARCHITECT,OR ENGINEER. SITE WALKTHROUGH(S),CONTRACTOR AND RESPONSIBLE TRADE(S)SHALL PRECISELY MARK, FPt 02 FIRE POTECTION SECOND FLOOR PLAN FRA FRESPULLSU R N NORTH WH WALLSET WATER FLAG,OR OTHERWISE PHYSICALLY INDICATE LOCATIONS OF ALL ROUGH-IN WORK INCLUDING, F MMIA FTTL PJUTTILLEE NIC NOT IN CONTRACT LOP WATERPROOFING 9.CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER OFF-SITE DISPOSAL OF DEMOLITION BUT NOT LIMITED TO:EQUIPMENT,CONTROLS,DEVICES,FIXTURES,DRAINS,CLEANOUTS, FP1.03 FIRE PROTECTION ATTIC FLOOR PLAN FDO FURNISHED BY NTS NOT TO SCALW WEST E AND CONSTRUCTION RELATED DEBRIS.COORDINATE LOCATION OF DUMPSTER(S)AND PIPING,DUCTWORK,DIFFUSERS,GRILLES,REGISTERS,ACCESS PANELS,PATHWAYS, RJR FURRED(M OTHERS WD WIDTH.WIDE FLAT FUTURE OBS OBSCURE WIN WINDOW EQUIPMENT WITH OWNER.DO NOT RESTRICT TYPICAL OWNER ACCESS,USE,OR OPERATION PENETRATIONS.SITE WALKTHROUGH(S)SHALL FIELD VERIFY ALL ROUGH-IN WORK WITH MECHAMCAL FAB FABRIC oc ON CENTER(6) WG WI REDGLASB WITHOUT PRIOR APPROVAL FROM OWNER AND ARCHITECT.PICK-UPS AND DELIVERIES SHALL ARCHITECT,ENGINEER,AND RESPONSIBLE TRADE.DECISIONS MADE DURING SITE roc FACE OF CONCRETE OP OPAQUE WM WIRE MESH H 1.00 HVAC BASEMENT FLOOR PLAN X 11111616 FOP FACE OF FINISH OP'G OPENING WO WIT= BE SCHEDULED TO MINIMIZE AFFECT ON PROPERTY OPERATION. WALKTHROUGH(S)SHALL BE NOTED ON THE RECORD CONSTRUCTION DOCUMENTS.FINAL H1.01 HVAC FIRST FLOOR PLAN X X FOM FACE OF MASONRY a Ot�WESJOIST WD WOOD LOCATIONS SHALL BE AS DIRECTED BY THE ARCHITECT AND ENGINEER.NO EXTRAS SHALL BE Fos FACE OFSTNIS DPP OPPOSITE LOB WOOD BASE 10.CONTRACTOR SHALL REVIEW ARCHITECTURAL,LANDSCAPE,DEMOLITION,CIVIL, ALLOWED FOR LAYOUT CHANGES UP TO 1V-0'FROM LOCATION SHOWN ON CONSTRUCTIO FF FACTOLRtV FINISH OPH OPPOSITE HAND WPT WORKING PPOINTN H1.02 HVAC SECOND FLOOR PLAN X BLIND BROOK CLUB PAS FASTEN.FASTENER on OPPOSITE SURFACE W1 WROUGHTIRON STRUCTURAL,MECHANICAL,ELECTRICAL,PLUMBING,LIFE SAFETY,AUDIO VISUAL, DOCUMENTS.NO EXTRAS SHALL BE ALLOWED FOR FOR LAYOUT CHANGES REQUESTED BY H1.03 HVAC ATTIC FLOOR PLAN X FGL FIBEFBD RBOARD ROD �LDIAME RINEscREw COMMUNICATIONS,SECURITY,AND INTERIOR DESIGN DOCUMENTS WITH DUE SKILL AND CARE. CONTRACTOR OR RESPONSIBLE TRADE. H1.04 SCHEMATIC X 0 ANDERSON HILL ROAD RN FINISH MD) OHWS OVALHEAD WOOD SCREW CONTRACTOR SHALL COORDINATE ALL WORK IDENTIFIED W SUCH DOCUMENTS. Ht.oS SCHEMATICS RYE BROOK NY FFE FINISHED F.00RLINE K>fN OA OVERALL CONTRACTOR SHALL NOTIFY ARCHITECT AND OWNER IMMEDIATELY IN WRITING IF HE OR SHE 25.THE SIZE AND LOCATION OF ALL EQUIPMENT,EQUIPMENT PADS,EQUIPMENT MOUNTING, FFAA FREALARM FINISHED��R LANE QkH OVERHEAD L- Awu CANNOT COMPLY WITH ALL REQUIREMENTS AND SHALL NOT PROCEED UNTIL WRITTEN AND PENETRATIONS THROUGH THE STRUCTURE AND PARTITIONS SHALL BE VERIFIED BY THE H1.06 SCHEDULES FFEEc RnREExr�isHERcAeNEr P PAW 41 CExrewnNE CLARIFICATION IS RECEIVED FROM THE ARCHITECT.CONTRACTOR SHALL BEAR ALL COSTS MECHANICAL,ELECTRICAL,PLUMBING,AND LIFE-SAFETY CONTRACTORS.ALL LOCATIONS AND ME.00 MEP/REMOVALS fssUE as REVISIONS FE FIREs�nN (� PNL PANEL CHANNEL FOR CORRECTING WORK THAT FAILS TO COORDINATE SCOPE IDENTIFIED IN ALL DOCUMENTS. PENETRATIONS SHALL BE SUBJECT TO APPROVAL BY ARCHITECT AND ENGINEER. Pe PANIC BAR DATE _ DESCRIPTION FP FIREPROOF PTN PARTICULAR PERPENDUcwm 11.ANY ITEM OF WORK NECESSARY FOR PROPER,SUFFICIENT,AND CODE COMPLIANT 26.FRAMING OF OPENINGS IN PARTITIONS ABOVE FINISHED CEILING AND BELOW FINISHED PAR PARALLEL E1.00 ICAI. 1 11/21/19 PLANNING BOARD SUBMISSION FRc FIRE-RESISTANT COATING E1.00 ELECTRICAL POWER BASEMENT FLOOR PLAN X X FRr FtRE•RETARDANT � PEDESTAL COMPLETION OF WORK WHICH IS NOT EXPLICITLY DESCRIBED IN THE DRAWINGS OR W THE FLOOR SHALL BE COORDINATED WITH FINAL APPROVED M.E.P.COORDINATION DRAWINGS AND � PLATE 2 05/08/20 ISSUE FOR BID PERF PERFORATE(0) SPECIFICATIONS SHALL BE CONSIDERED INCLUDED W THIS WORK AND SHALL BE PERFORMED ARCHITECT.OPENINGS SHALL RECEIVE FIRESTOPPING,SMOKE,AND/OR ACOUSTICAL E1.01 ELECTRICAL POWER FIRST FLOOR PLAN X X PERM PERIMETER 0 DIAMETER IN MANNER DEEMED BEST PRACTICE AND HIGHEST QUALITY OF THE TRADE INVOLVED. SYSTEMS AS REQUIRED PER PARTITION TYPE.CONTRACTOR SHALL PROVIDE FIRESTOP E1.02 ELECTRICAL POWER SECOND FLOOR PLAN X X 6 06/12I2020 ISSUE FOR PERMIT PLSO P%YISOCYANURATE INSULATION MATERIALS AND SYSTEMS AT PENETRATIONS OF FIRE-RATED ASSEMBLIES TO MAINTAIN E1.03 ELECTRICAL LIGHTING BASEMENT FLOOR PLAN X X 12.WHERE THE WORD(S)'EQUAL','SIMILAR','MATCH EXISTING'ARE USED,AS APPLIED TO RATING AND COMPLY WITH APPLICABLE CODES AND REGULATIONS. E1.04 ELECTRICAL LIGHTING FIRST FLOOR PLAN X X ACCESSIBILITY DIAGRAMS PRODUCT,MATERIAL,OR ASSEMBLY,THE ARCHITECT SHALL BE THE RESPONSIBLE PARTY FOR E1.05 ELECTRICAL LIGHTING SECOND FLOOR PLAN X X MAKING THE FINAL DECISION AS TO WHETHER OR NOT THE PROPOSED ITEM ACHIEVES SUCH 27.SECTIONS AND DETAILS SHALL BE CONSIDERED TYPICAL AND SHALL APPLY FOR THE SAME INTENDED CONDITION. AND SIMILAR CONDITIONS UNLESS OTHERWISE NOTED.FOR DETAILS SHOWN AT MULTIPLE E1.06 ELECTRICAL ROOF,ATTIC&SITE PLAN X X ..,,.. SCALES,THE LARGER SCALE,BETTER QUALITY,GREATER QUANTITY,AND MORE COSTLY E1.07 ELECTRICAL RISERS X X 13.ARCHITECTS DECISIONS ON MATTERS RELATING TO AESTHETIC EFFECT SHALL BE FINAL DETAIL SHALL GOVERN. E1.08 ELECTRICAL SCHEDULES X X AND BINDING,AND CONTRACTOR SHALL EXECUTE SUCH WORK AT NO ADDITIONAL COST IF E1.09 ELECTRICAL SCHEDULES X X --� �- --\ �*••n" SUCH DECISIONS ARE CONSISTENT WITH THE INTENT EXPRESSED IN THE CONSTRUCTION 28.PROVIDE IN-WALL BLOCKING AS REQUIRED FOR ALL TRIM,MILLWORK,CASEWORK, 0 0 DOCUMENTS. EQUIPMENT,LIGHTING,ACCESSORIES,RAILINGS,AND SURFACE-MOUNTED FURNISHINGS. 14.CONTRACTOR SHALL COMMUNICATE WITH AND DIRECT ALL TRADES TO ENSURE 29.UNLESS OTHERWISE NOTED,ALL INTERIOR DOORS AND CASED OPENINGS SHALL HAVE ;I; l a COORDINATION OF SCOPE IDENTIFIED IN ALL DOCUMENTS AND TO ENSURE COORDINATION OF THE FINISHED HINGE JAMB SET 6"FROM ADJACENT FINISHED AND SHALL COMPLY WITH 4 SCOPE NECESSARY FOR PROPER COMPLETION OF CONSTRUCTION.NO EXTRAS SHALL BE ACCESSIBILITY GUIDELINES. k - ALLOWED FOR CHANGES TO IN-PLACE WORK RESULTING FROM FAILURE TO COORDINATE ADA SHOWER VALVE CAR CONTROL HEIGHT TWO HINGED TWO HINGED WITH ALL TRADES OR FAILURE TO COORDINATE WITH ALL DOCUMENTS. 30.FLOOR SLABS/SUBSTRATES/SUBFLOORS TO RECEIVE NEW FINISHED FLOORING ARE TO BE DOORS IN SERIES DOORS IN SERIES TYPICAL DEVICE LOCATIONS PROPERLY PATCHED AND LEVELED AND APPROVED BY ARCHITECT AND APPROVED BY TRADE PUSH SIDE PUSH SIDE PULL SIDE PULL SIDE 15.CONTRACTOR SHALL FIELD-VERIFY DOCUMENTS AGAINST EXISTING SITE CONDITIONS WITH RESPONSIBLE FOR NEW FLOOR FINISHES.SLABS SHALL BE MOISTURE TESTED FOR o'er«. ., ,.troft DUE SKILL AND CARE PRIOR TO START OF WORK.CONTRACTOR SHALL NOTIFY ARCHITECT OF COMPLIANCE WITH REQUIRED LEVELS BEFORE INSTALLING NEW FLOOR FINISHES. m�.aow um W °°` so Q ANY DISCREPANCIES,OMISSIONS,AND/OR CONFLICTS AND SHALL NOT PROCEED UNTIL PERMIT .,« WRITTEN CLARIFICATION IS RECEIVED FROM THE ARCHITECT. /� 16.CONTRACTOR SHALL NOTIFY ARCHITECT AND ENGINEER OF ANY INCONSISTENCIES , �!� '� �' 1 - t 1: \/� lie F .1 = DISCOVERED IN THE DOCUMENTS,EXISTING CONDITIONS,OR PROPOSED CONSTRUCTION DRAWING REVIEW RESPONSIBILITY. SBL# 2' v L IMMEDIATELY.CONTRACTOR SHALL NOT PROCEED UNTIL WRITTEN CLARIFICATION IS DE FRONTAPPROACH HINGE APPROACH I wr' , „� RECEIVED FROM ARCHITECT AND ENGINEER.IN THE CASE OF INCONSISTENCIES IN THE DATE APPRO D JULn-"2QgMEM! DOCUMENTS,THE BETTER QUALITY,GREATER QUANTITY,OR MORE COSTLY WORK SHALL EACH TRADE OR SUB CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW OF EACH SIDE APPROACH- FRONT APPROACH- WHEELCHAIR CLEAR GOVERN UNTIL SPECIFIC WRITTEN CLARIFICATION IS ISSUED TO CONTRACTOR. SHEET CONTAINED WITHIN THE DRAWING SET AND ASSOCIATED SPECIFICATIONS.WORK COVER SHEET SWINGING DOOR SWINGING DOOR TURNING SPACE FLOOR SPACE REQUIRED BY EACH TRADE MAY BE SHOWN ON DRAWINGS NOT CONTAINED WITHIN THE .,,� ,,,., 17.DIMENSIONS PROVIDED ARE TO THE FACE OF FRAMING,TO THE FACE OF CMU WITH INDIVIDUAL DEDICATED DISCIPLINE I.E.ARCHITECTURAL,STRUCTURAL,MECHANICAL, • �jr o�.d, NOMINAL SIZE GIVEN,TO CENTERLINES,OR TO WORK POINT.ALL DIMENSIONS TO BE VERIFIED ELECTRICAL,PLUMBING,ETC.FAILURE TO REVIEW AND IDENTIFY WORK CONTAINED ON ALL IN FIELD.DO NOT SCALE DRAWINGS.WRITTEN DIMENSIONS CONFIRMED BY FIELD CONDITIONS SHEETS DOES NOT RELIEVE ANY CONTRACTOR OF THE RESPONSIBILITY OF INCLUDING THE TAKE PRECEDENCE.IF DISCREPANCY ARISES,NOTIFY ARCHITECT IMMEDIATLY BEFORE WORK AS PART OF THEIR TRADE SCOPE AND PRICE.IT IS THE RESPONSIBILITY OF THE GC/CM 13 U I LD I N G I{N S P E e Of a Brook,NY ..."�as«om �a ��'� PROCEEDING WITH WORK OR ORDERING MATERIALS.CONTRACTOR SHALL NOT PROCEED N UNTIL CLARIFICATION IS RECEIVED FROM THE ARCHITECT. TO ENSURE THAT ALL TRADES AND/OR SUBCONTRACTORS ARE PROVIDED WITH ALL - _ ""°` ,,,w, � 1 1 1 1 1 _ DRAWINGS AND SPECIFICATIONS REQUIRED TO ACCURATELY PRICE AND COMPLETE THE PROJECT No. i SHEEr No. J """` 18.CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE FULL SIZE SET OF RECORD WORK,INCLUDING ALL NECESSARY COORDINATION. ~� vrc ,? ALL TRADES.CONTRACTORTR HALL RECORD AT ME OF OCCURCENCE,NOTING DATE,N,�, Nt BBC05.00 G1 ,00 BUILT-IN SPOUT HEIGHT ANDdshm"""m°O SIDE WALL OF BACK WALL OF AND RESPONSIBLE PARTY,DEVIATIONS FROM CONTRACT DOCUMENTS. FOUNTAIN OR COOLER KNEE CLEARANCE STANDARD STALL STANDARD STALL STANDARD STALL --- - -------------------- 6/10/2020 12:04:47 PM CODE SUMMARY APPLICABLE OODE8: ROGERS 2018 INTERNATIONAL BUILDING CODE•2020 NEW YORK STATE EDITION 2018 EXISTING BUILDING CODE-2020 NEW YORK STATE EDITION 2020 FIRE CODE OF NEW YORK STATE M C C AG G (CHAPTER M-USE AND OCCUPANCY CLASSIFICATION: --- —� A-2 ASSEMBLY(EXTERIOR DINING) SECTION 303.3 A-3 ASSEMBLY(LOCKER ROOM,LOUNGE) SECTION 303.4 B BUSINESS(OFFICE,ATTENDANT) SECTION 304.1 �-- `' "L-.,,— F-2 MECHANICAL ROOMS SECTION 306.3 LIMIT OF WORK ,-•<-.••:... � "�;_=,••_:,,:::....•— LIMIT OF WORK R-3 RESIDENTIAL(STAFF SUITES) SECTION 310.4 1"' —, S-2 STORAGE SECTION 311.3 BUILDING DESIGN ACCORDING TO NON-SEPARATED USES USING A-2. ARCHITECTS I PLANNERS NO FIRE SEPARATIONS REQUIRED FOR 5B CONSTRUCTION.(TABLE sot) i - � ►— ___��_,r_ .,,f=— I INTERIOR DESIGNERS " 44 N Street,South Norwalk C;06854 I toI —�" (GHAPTI;R 61-GENERAL BUILDING HEIGHTS AND AREAS North Main or T 203 354 5200 F 203 3 /` .I t, I BASED ON A-2 OCCUPANCY,5B CONSTRUCTION TYPE www rm-arch.com BOARD R0011r� 1 i l I AND FULLY SPRINKLERED(S) t {"� I : r---• ALLOWABLE BUILDING HEIGHT AND STORIES ABOVE GRADE PLANE-(TA13LE3 504.3 A saa.al CIVIL ENGINEER �- I L —, - PROPOSED �.- '. \ :'• \ i OCCUPANCY S-ALLOWED STORAGE I �''.,= .-_. ,.._.._ ._.._ .-L� '- -__.... ._..-,. .-• � ..... .•' AHNEMAN KIRBY \��\,\ A 2 60 2 STORIES 3T 2 STORIES(NO CHANGE) 1171 E.P UTNAM AVE. AIBLE AREA CIABLE 506.21 \� ;\\,• i � Lg�,LQy�r BUILDING 1 SUITE 1A STORAGE OCCUPANCY SM-ALLOWED RIVERSIDE,CT06878 N PROPOSEO i�/, A-2(GROUND FLR) 18,000SF 14,164 SF(NO CHANGE) �-, \., I 203-869-4606 ;� STORAGE �' �/ �%i� A-2(SECOND FLR) 18,0008F %M SF \�\� ,\, �� STORAGE ;r I OPEN PERIMETER AREA INCREASE NOT TAKEN /I MEP ENGINEER • �� -r^'t`< ->T• i� SEPARATION OF OCCUPANCIES SECTION 5082.4 TIETJEN VENEGAS 68 PURCHASE STREET � 1 '• �'/ "-;�%: '/�'i /.' '.1;i-•' NO SEPARATION IS REQUIRED BETWEEN ACCESSORY OCCUPANCIES SIUITF 1 1 ��_____.�__: ._- ''` i �%/ f j /��, �'I;/ ;�'i i AND THE MAIN OCCUPANCY. ' ; /;';/; /j':�%; RYE,NY.10580 4�� �// 'f;' //%'�/i j I (CHAPTER 81-TYPES OF CONSTRUCTIONFIRE RESISTANCE RATING REQUIREMENTS FOR 58 CONSTRUCTION-(TABLE 611") 914-967-9505 sums I �,'`�-\ \ STRUCTURAL ENGINEER ' L— \�� \\t INN � - �f / I B Q Quern ELEMENT,/ /�/ �/i, IYEE. DAVID KUFFERMAN �i/ I PRIMARY STRUCTURAL FRAME OHR 2170 REDDING RD, BEARING WALLS OHR FAIRFIELD,CT 06824 NONBEARING WALLS OHR > \; ;\:' FLOOR CONSTRUCTION OHR � 203-256-1712 \ ;.�>` I I \•���\\ ROOF CONSTRUCTION OHR SURE 7 �,\„� �..: ��,;� p �`'; BUILDING HAS AN EXISTING AUTOMATIC SPRINKLER SYSTEM THROUGHOUT S �\��•;,Ot\\�.I���`\ �\\ (CHAPTER 101-MEANS OF EGRESS a\ I \�,'� I I ` •��\\�\��\�\•`��`\���•SU N\:;%�'i/'%i, I MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT-(TABLE 1004.51 FmcT10N OF spACE(PROJECT APPLICABLE F191C non IN BOLD) OCCUPANT LOAD FACTOR ABBREVIATION Ito�DPttER M•Mc�FC� TAG / '//;; �/ IaEAMLiK 4'y A Ama"NIGA L EOUOA�AIT AOOYN ASSEMBLY WITHOUT FIXED SEATS CONCENTRATED 7 NET Y ; -----J STORAGE I ,�l/ ';i�/ '% r STANDING SPACE 5 NET �1 OQ- ''%'/� UMBOAIC i RATED TABLES AAD CHARS 15 NET A,2 �38963-1 BU ARE49 WORM B "-OF �ENnAL 2W oases R-3 L-----------------J EGRESS WIDTH PER OCCUPANT-(SECT 100M STAIRWAYS 0.3 INCH/OCCUPANT 0 10, 20' 0 10, 20' OTHER EGRESS COMPONENTS 0.2 INCH/OCCUPANT PARKING 3 SECOND FLOOR CLASSIFICATION OF WORK DIAGRAM 1 BASEMENT FLOOR CLASSIFICATION OF WORK DIAGRAM SPAM WITH ONE MEANS OF EGRESS-(TABLE tooss.11 1 20'-0" 1•20-0 OCCUPANCY MAX OCC.LOAD MAX DISTANCE W1 SPRINKLER NO CHANGE A 49 75' 49 OCC 191' Q PRO OFFICE B 49 100' 49 OCC/91' F 49 100' 49 OCC/91' CLUBHOUSE 7.. R 20 125' 20 OCC/91' S 29 100' 29 OCC/Tr MINNMUM NUMBER OF EXITS OR ACCES3 TO 9XRS PER STQ)iY-(TABLE 100&3.2) �—HALFWAY HOUSE OCCUPANT LOAD PER STORY MINIMUM EXITS NO CHANGE 1-500 2 2 LOCATION PLAN 501-1000 3 GREATER THAN 1000 4 CLUBHOUSE ADDITION DOOR REQUIREMENTS_ISECT 10101 LIMIT OF WORK -SWING DIRECTION WITH OCCUPANT LOAD OF 50 OR ABOVE 36" SECTION 1010.1.2.1 r----------------, EXISTING -PANIC HARDWARE WITH OCCUPANT LOAD OF50ORA30VE CLUBHOUSE IN ASSEMBLY GROUP A-2 REQUIRED SECTION 1010.1.10 STAIRWAY REQUIREMENT-(SECT 10111 MINIMUM WIDTH 44" SECTION 1011.2 MINIMUM WIDTH WITH OCCUPANT LOAD BELOW 50 36" EXCEPTION; BLIND BROOK CLUB MINIMUM CLEAR HEADROOM SO" SECTION 1011.3 SECTION 1011.5.2 980 AN D ERSON HILL ROAD MINIMUM MUM TRIMUM SEAO WIDTH 11°ER HEIGHT " SECTION 1011.5.2 BAR � :. I `-- I RYE BROOK, NY DINING ROOM FOYER GRILL ROOM i I'-—_ y —————— I INTERIOR EXIT STAIRWAY AND RAMP ENCLOSURES SHALL HAVE A SECTION 1023.2 ISSUE&REIIISIONs TERRACE AREA OF WORKIL FIRE-RESISTANCE RATING OF NOT LESS THAN 1 HOUR WHERE M_s CONNECTING LESS THAN FOUR STORIES ® �� DESCRIPTION EXIT ACCESS TRAVEL.DISTANCE-(TABLE 1017.21 2 05/08/20 ISSUE FOR BID RECEPTIO(� ,'%�/j; I i MAXIMUM TRAVEL DISTANCE ASSEMBLY GROUP A-2 WITH SPRINKLER SYSTEM 250'-0' 6 06/12/2020 ISSUE FOR PERMIT I_ T 1 /,�j r. ,,�f i// , , --'-^-ft :/ /' i•� M S LOUNGE I. I CORRIDOR REQUIR):IHIF.NTS-(3 CT 10201 FIRE RESISTANCE RATING ASSEMBLY GROUP A-2 0 HOURS TABLE 1020.1 7RY HALL '':ROQAA� --� , I CLASSIFICATION OF WORK LEGEND MINIMUM WIDTH z--W NO CHANGE TABLE 1020.2 1 I SWE ENTRY _ I MINIMUM WIDTH WITH OCCUPANT LOAD BELOW 50 36" TABLE 1020.2 /; ► DEAD ENDS c2W NO CHANGE SECTION 1020.4 L----- -- I I PORCr _ / DEAD ENDS-IN GROUP R-OCCUPANCIES cW NO CHANGE EXCEPTION#2 EXISTING TO REMAIN ADDITION(BUILDING) ACCESSIBILITY(CHAPTER 11) NO WORK REQUIRED 1,612 SF BUILDING WILL BE ACCESSIBLE PER 2020 NY STATE BUILDING CODE AND ANSI/ICC Al 17.1.2009 MEWS L / ROOM ; /� I ��`;` �\ LEVEL 1 ALTERATIONS ADDITION(EXTERIOR TERRACE) -SITE ARRIVAL POINTS:AT LIST ONE ACCESSIBLE ROUTE WITHIN THE SITE SECTION 1104.1 6,033 SF 627 SF SHALL BE PROVIDED FROM PARKING AND SIDEWALKS -PUBLIC ENTRANCES:AT LIST 60%OF ALL PUBLIC ENTRANCES SECTION 1105.1 i%/�; �;i i I !:'//,�•;�: LEVEL 2 ALTERATIONS �— 1 HR FIRE BARRIER OR PARTITION SHALL BE ACCESSIBLE 9,029 SF -SIGNAGE:REQUIRED ACCESSIBLE ELEMENTS SHALL BE IDENTIFIED SECTION 1109.2 2 HR FIRE BARRIER OR PARTITION BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY ' LEVEL 3 ALTERATIONS I i;./ %�� j' ,. % I c• 0 SF INTERIOR ENVIRONMENT-(CHAP_TER 121 MINIMUM CEILING HEIGHT IN HABITABLE SPACES AND CORRIDORS-T-6' SECTION 1207.2 CLASSIFICATION OF WORK:2018 IEBC CHAPTER 6 BATHROOMS,KITCHENS,STORAGE ROOMS AND LAUNDRY ROOMS T-0" i I ACCESS TO UNOCCUPIED SPACES ALTERATION-LEVEL t ATTIC SPACES 20'X 30'ACCESS PANELS MINIMUM SECTION 1208.2 ' ' I LEVEL 1 ALTERATIONS INCLUDE THE REMOVAL AND REPLACEMENT OR THE COVERING OF W ———'••I SCALE DATE -------- EXISTING MATERIALS,EQUIPMENT,OR FIXTURES USING NEW MATERIALS,ELEMENTS,EQUIPMENT, OR FIXTURES THAT SERVE THE SAME PURPOSE. CALI PLUMBING FIXTURE CALCULATIONS(PER TABLE TABLE 290Q.1) AS NOTED JUNE 12 2020 ALTERATION-LEVEL 2 179 CM/LLE AI�179 FEMALE OODE RECUIREMEMr ULATED OCC LOAD=358 BASED ON OCCUPANCY ABLY 1APROVIDED SHEET TITLE LEVEL 2 ALTERATIONS INCLUDE THE RECONFIGURATION OF SPACE,THE ADDITION OR !WATER CLOSETS(MALE&FEMALE) 1 PER 75 5 10+4 CODE SUMMARY AND ELIMINATION OF ANY DOOR OR WINDOW,THE RECONFIGURATION OR EXTENSION OF ANY SYSTEM, (URINALS) CLASSIFICATION O F OR THE INSTALLATION OF ANY ADDITIONAL EQUIPMENT. ALTERATION-LEVEL 3 LAVATORIES(MALE&FEMALE) 1 PER 200 3 12 WORK LEVEL 3 ALTERATIONS APPLY WHERE WORK AREA EXCEEDS 50 PERCENT OF THE BUILDING AREA. ADDITION PROJECT No. SHEET No. AN EXTENSION OR INCREASE IN FLOOR AREA,NUMBER OF STORIES,OR HEIGHT OF A BUILDING I BATHTUBS/SHOWERS NONE 8 0 10, 20' OR STRUCTURE. - 2 GROUND FLOOR CLASSIFICATION OF WORK DIAGRAM r.��� ;DRINKINGFOUNTAINS '1 PER500 1 r 1"a 20'-0- BBC05.00 G1 ,10 OTHER 1 SERVICE SINK 1 2 6/10/2020 12:05:16 PM `2-r--..Yr; i•:i:l:•--t%';';;i'i�1�a:b.••::le::.Y 200/200 1 OCC y \/ � (E>as,wGNoc►,ANGE) TI- FROGERS , �� � � �0 R-3I R-3 11 o MCCAGG� (E)OSTINi.00HANGE) (EyO NOCH NW) ,WNGNO CHAMP dS 2 202/300 10 \ / BOARD ROOMUNIT :;1 \ / 386/50 -� BATH- \ / JA-3 8 OCC I S RES. RES. -_-_-- �'i '' UNiT UNIT RES. X 1a !` UNIT ROOM RES. - - / \ STORAGE [ (E>as1tNGNOCHANGE! 1lUNIT t r f i �� f� _ ARCHITECTS PLANNERS / \ STORAGE Q2 BATHDESIGNERS / \ 570/300 D•11 �,..• ._.may .x. — _._ _._.._.. - r INTERIOR / \ IS-212I 5 _ _ _ -_ ,,,,a -.N 203 354 5201 BA EMENT a4 North Mam Street.South Norwalk CT 0fi854 OCC �v,_...�.,,;:;., T 203 354 5200 F H -- - __— - _ .._---...—...s—�.ti7' �__� ._— _� . _ www.rm-arch.com / \ (Ews INGNOCHANGE) -- 11 12 ALL <r -vN' r� H ~ STORAGE ?j -,,f:.,..,, _.. f BOILER ROOM rR� 1 241t 18 ! t CIVIL ENGINEER - — N WO EN'S WOMEN'S c t, 146 I — '• 23 T LOCKER ROOM .r,: .;%;f;: _,:r: :I 1 -------�UP�--� �`" STORAGE _ AH RBY or-- ?I STORAGE NEMAN KI 600/ 1171 E.PUTNAM AVE. \ UPPER I A`3 12 OCC 3: ;.-_ •-1 c - —_.y; ,K C�— r STOR. 1 1 i G SUITE 1 A FOYER [� BUILDING 1 RIVERSIDE,CT 06878 S-2 i ca 1 LEv _ e�- _..�;max:; „4rL .'� - EL 17 17 �' L� �"L 203-869-4606 (E>asnNG ) 23 SUITE 1 225/200 '` - 170 204/300 L ..__.�._ _,_:�... K :.:r teo AdR-312 C WORK P Y• S-2 1 ocC MEP ENGINEER SHOP ° 1::.:.. (E)WnNGNOCHANGO TIETJEN VENEGAS 1 1 273 Two' 1 t 68 PURCHASE STREET, 177/200 ♦SUITE 8 2 SURE 2� [g__FQ�:2::0::0] C F-2 1 OCC 132/300- 5_2 219/300 10580 EwsnNG NO CHANGE) -2 t OCC -- �- 1 , p�- , OCC R-3 1 OCC `Q ( CHANGE)EXOTM NO I' (.).TM.NO CHANGE) 914-967-9505 oIL F-1 132/300 - STRUCTURAL ENGINEER /2001 OCc ' cRAwL DAVID KUFFERMAN /30014 SUITE 3 JR-31195t oCC �' STORAGE ( SCE CHANGE) 2170 REDDING RD, JS-2F��1 occ Tc/STO. J �J FAIRFIELD,CT 06824 5 I 2158/300 s 203-256-1712 26e/200 SUITE 4 170/200 S-2 8 OCC n R-3 2 OCC SUITE 7 7 R-3 1 occ `; (��NOCK44Mrvi I I; BA __ 11 I 1 SUITE 6 I 1 SURE 5 R_3 1 /200 : DA 1 OCC �.. , RN �C •7 1 --- '---'i.�•n�r.�J .'�`_-'i Q "�'.` ,rej;.:max':-___ •-� `���P fR i 13 2 180 5 r— cP E ----� R-3186/200 t occ rsI I I r STORAGE,�AT 038883'1 555/300 IS-2 2 OCC MECH SPACEEl TFOF N (EXEiING NO CHAMP F_2 1256/300 '"1 5 occ :1 EbBTWONOCHANGE) h" SECOND FLOOR LIFE SAFETY PLAN =y-------------_— BASEMENT LIFE SAFETY PLAN PARKING [ _... ._...... __ PRO OFFICE . CLUBHOUSE REAR TERRACE i EXIT O �--HALFWAY HOUSE EXIT a PERSONS EXIT - - -- D i 0 0 77 PERSONS LOCATION PLAN LEGEND ' l r 3 .� . �� � 3 B = �-� CLUBHOUSE ADDITION 300 f L `! .1 87 r 77 OCCUPANT LOAD ROOM TAG(PER SECTION 1004) ACTUAL EGRESS BAR 77 170 :� DN THROUGH COMPONENT DINING ROOM " FOYER [ B 370/150 GRILL ROOM OCCUPANCY CATEGORY f: B 1190/150 3 OCC EXIT SOUTH EXIT (TABLE 1004.5) 170 CAPACITY OF 1000/15 8 OCC � + � 1144/15 19PERsoNs TERRACE 4BPERSONB D ROOM SO.FT. EGRESS COMPONENT A-2 67 occ rr� (EXSTM Now) IA-21 77 OCC FLOOR AREA IN SO.FT. BLIND BROOK CLUB (ExUwG NO CHANGE)) g � (DWING NO CHANGE) - -- — — (J PER OCCUPANT 1 HR FIRE BARRIER OR PARTITION ~33rr °—' "[❑ �P 19 48 975/300 (TABLE 1004.5) 980 ANDERSON HILL ROAD 11 � RECEPTION " Up sswffLEVE1_ 200 19 48 200 S 4OCC 2 HR FIRE WALL(EXISTING) RYE BROOK NY 3.rit)� 372/150 L TOILETS ,__ B L <-112'3'—* MAX TRAVEL DISTANCE PATH TO EXIT ISSUE m REVISIONS is ( „�— i 3 OCC --_--Vj, --2 TROPHY MEN'S LOUNGE (EwsnNG NO CHANGE) -- - - ROOM j ROOM OCCUPANCY t EXIT -50 PRIMARY EGRESS ROUTE TO EXIT _ TRY HALL 48 /15 A DATE DESCRIPnON �I 7 A"2 9 OCC 282 A-2 46 0� WITH CUMULATIVE PERSON COUNT 6 os/12/2020 ISSUE FOR PERMIT FRONT TERRACE _ ENTRY - OCCUPANCY CATEGORY LEGEND PORCH NEW PARTITION EXIT . DN ELE S STORAGE [- --- 47PERSONS = 41 /150 EXISTING PARTfT10N TO REMAIN SH B 1 occ OOM 1 23 PP.� B 94 /150 1 OCC BASEMENT LEVEL OCCUPANT LOAD -30 PERSONS a GROUND LEVEL OCCUPANT LOAD -292 PERSONS MEWS LOCKER SECOND LEVEL OCCUPANT LOAD -36 PERSONS ROOM 2 TOTAL EGRESS CAPACITY -358 PERSONS 1 3245/50 A-3 65 OCC EGREssr Exrr SIGNS: DN EXIT CONTRACTOR SHALL REMOVE,RELOCATE AND/OR RE-INSTALL ALL EXISTING EXIT SIGNS AS REQUIRED TO 34 34PERSONS COMPLETE NEW WORK.INSTALL NEW EXIT SIGNS AS SHOWN ON RCP AND MEP DRAWINGS. EXIT 13' 48PERSONS - ---- — 46 SCALE DATE 200 1>C� CONTRACTOR SHALL REMOVE AND RELOCATE ALL EXISTING FIRE EXTINGUISHERS AS REQUIRED TO COMPLETE AS NOTED TUNE 12 2020 MEN'S NEW WORK(INCLUSIVE OF SIGNAGE).FINAL LOCATIONS TO BE APPROVED BY FIRE MARSHALL BATHROOM SHEET TITLE 1_T MANUAL FIRE ALARM PULL STATIONS: LIFE SAFETY PLANS CONTRACTOR SHALL REMOVE AND RELOCATE ALL EXISTING MANUAL FIRE ALARM PULL STATIONS AS REQUIRED TO COMPLETE NEW WORK.COORDINATE AND PROVIDE ALL REQUIRED ELECTRICAL WORK J EMEMENCY/EXIT 8MC)BE LKIH7'S: T'Dj PROJECT No. SHEET No. CONTRACTOR SHALL REMOVE EXISTING EMERGENCY/EXIT STROBE LIGHTS AS REQUIRED TO COMPLETE NEW - GROUND FLOOR LIFE SAFETY PLAN WORK INSTALL NEW FIXTURES AS SHOWN ON MEP DRAWINGS.2 1/16'-l'-0' BBC05.00 G1 .11 6/10/2020 12:0527 PM I 1 2 3 4 5 6 7 8 9 10 11 1 13 14 1 15 1 1 17 1 110 1 19 21 22 23 24 25 26 27 28 29 30 31 32 33 34 -- ZONE: R-35 N51° ANOER � GENERAL NOTES: � --__- 41 r „�E '� 1.THESE PLANS ARE FOR AN APPLICATION TO THE RYE BROOK BUILDING DEPARTMENT FOR THE CONSTRUCTION OF PATIO AND ,N53 0710 "E ,�"",� --t- �---� TERRACE AND INSTALLATION OF STORMWATER DETENTION SYSTEM AND ALL ASSOCIATED SITE IMPROVEMENTS AS DEPICTED `.�\ r 144.00 r Nd�°���oON ;ON THE PLANS THE PLANS ARE NOT TO BE USED AS A FINAL CONSTRUCTION PLAN ADDITIONAL DETAILS MAY BE REQUIRED 7 E PRIOR TO ANY ACTUAL CONSTRUCTION \�`�` 226.00r / '°"" '' _% N51°29 00��E fi 2.ALL NEW UTILITIES WILL BE PLACED UNDERGROUND �`.� \`\ \ \` I �' �/ '-' Rae,- __` _1 ,�- I , 419.0(Y r 3.THE PROPOSED DEVELOPMENT INDICATED HEREON WERE OBTAINED FROM PLANS PREPARED BY ROGER MCCAGG \\`, \\ \ 1` ' ' ``�\- /•"'--''/ �r mot,`` --- B ARCHITECTS - _'_"-�, - _ _ Q , a �-- _ 1\ / , POLE �\49°30( 41 - ` -- r5'FRONT YARD'\ t j 11 J t 1 \. r c¢a 4 THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS,METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE `N\ �ONIN SETACK '----- j �--t I ~/!~' SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. `t \t `�` �--- I 5.THE CONTRACTOR SHALL ALSO LOCATE AND VERIFY THE SIZE,LOCATION.DEPTH AND INVERTS OF ANY AND ALL EXISTING 1 \\ �`� , UTILITIES PRIOR TO COMMENCING OPERATIONS THE CONTRACTOR SHALL ALSO BE REQUIRED TO CONTACT THE TOLL FREE 'CALL-BEFORE-YOU-DIG PHONE NUMBER AT 1-800-922-4456. tt tt `� ,� i I fl - If , / 6 THE EXISTING DRIVEWAY WILL SERVE AS THE MACHINERY ACCESS ROUTE. I - / LOCUS SCALE: 7 SUGGESTED LOCATIONS AND DETAILS OF EROSION CONTROL MEASURES ARE INDICATED HEREON TREE PROTECTION MEASURES ARE ALSO INDICATED HEREON AND SHALL BE IMPLEMENTED AS REQUIRED PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.EXACT LOCATIONS TO BE DETERMINED AT THE SITE BASED ON FIELD CONDITIONS BY THE CERTIFYING t 1 t r 1 J i I A,�PHAL T / NEW 13'0 PVC P)PE rh LEGEND ENGINEER IN CONSULTATION WITH THE APPROPRIATE TOWN AGENCY STAFF. 1 t j r TO BE CONNECTED TO(TEE CONt�EC�I ) ' f 'A)TKING' L 0T'� ,r f -� C r ' 1 1 EXISTING 6V PERFORATED PIPE/ r f I ' / o c 8 RESTORE ALL DISTURBED AREAS WITH A MINIMUM OF FOUR(4'INCHES OF TOPSOIL,SEED,AND HAY MULCH UPON \ I t LEVEL SPREADfiR t I COMPLETION OF CONSTRUCTION. \\ t GRAVEL EL.=,'300141 j ;COVEREQ PORCH-, 1 /` i AA j % i I --9.4--+• EXISTING MAJOR CONTOURS \ 1 4\0 PVC INV,(IN)�299�1 1 ) 1 1 EL.=312.12/ r �'' r 1 / I N I ! EXIS71N01-21NCH DIA / I , / 1 GO 1 1 . • 9 EXACT SETMK LINES AND PROPERTY LINES TO BE STAKED BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION(NOT `� j 1 t\ `��.t1 1 1 1 lr ! I lot , I ,V , I f """ 21 21 WASHED,CRUSHED STONE --96-- EXISTING MINOR CONTOURS PART OF THIS CONTRACT). t I \\ 1 1 \\\ ! r CADDIE BUI/!DING ` `I 100 r '/ V I I f ` x 94.37 SPOT ELEVATIONS t dYd PIPE INV.=293.5 ! \ , ! I � f S 10 EXCAVATED SOILS SHALL BE TEMPORARILY STORED OR STOCKPILED UPGRADE OF THE EROSION CONTROL MEASURES AND \I `� I \ / !/ t !! FF SILL 1 �312.38� `, `,, i j f POLE UTILITY POLE GREATER THAN 50 FEET FROM ANY ADJACENT PROPERTY WETLAND AREAS 1 `� r `/ ! I I I i NEW PVkPIPE,, JUNCTION BOX 1 304.E RIM EL-300.0 l 4.0 ESL-E INV.=293.3 i' I t , " / r 11 UNDERGROUND UTILITIES,FACILITIES AND STRUCTURES MAY NOT ALL BE SHOWN HEREON ANY EXISTING UTILITIES SHOWN t \ r I I 1 P Em INV.(IN GOUT) 3062 / / f 12' HEREON WERE OBTAINED FROM RECORD MAP INFORMATION AND ARE APPROXIMATE ONLY,THERE MAY BE OTHER ,/ \ JY.� 4.0P CPIPE 1 ,/•� I SUMP EL=393.0 r f ` ' �'�MIY(DILAPIDAIIED) INV.(11,)-301.48 / 13" E r I ,/ PROPOSED(2)CULTEC UNDERGROUND UTILITIES THE EXISTENCE OF WHICH ARE PRESENTLY UNKNOWN ANY PARTY UTILIZING THE UTILITY t , T� , / ' 1 .�' P EL=28 8a 1 1 , p I I 280HD UNIT INFORMATION AND DATA DEPICTED ON THIS SURVEY SHALL CONTACT THE'CALL BEFORE YOU DIG"PHONE NUMBER AT ! j' ,' 4°0 pt/C�,�rE J/y •� ,' I ABBREVIATIONS 800-922-4455 A MINIMUM OF FORTY EIGHT(48)HOURS PRIOR TO ANY CONSTRUCTION ACTIVITIES TO VERIFY THE LOCATION OF / / I I / .� 1 In y ;0 , / , )�Jrs n , I p ANY AND ALL UNDERGROUND UTILITIES. ,r CATCH BASIN 1 HOLE/ `y�.�N ,` \ I �e�f ,' , MH MANHOLE RIM EL.= 5 81 / . .� ! / 18'P! 24"PINE, 1 r r r rrs PROPOSED ADDITIONAL p f TOP EL.=284 62 Iti / `. , 1 t 1 ?.as ,r ` 1-2 INCH DIA,WASHED. I 12.ANY DRIVEWAY AREAS,PLANTINGS,LAWN AREAS AND TREES NOT TO BE REMOVED SHALL BE PROTECTED DURING + / �0 � UMP C ��' r DRAIN. DRAINAGE CONSTRUCTION. -- �5,. CRUSHED STONE CONTROL OUTLa STRU'U - / � � � �� RIM EL-.-306. �•310.8t '�/ ��' �(Jr9 9e I r I GR#E EL. 303.77 ' i / .�4"0 P)�C INV E)=30 \ 'Zsr ,' \ \ FF FINISHED FLOOR 13 FIFTY FEET OF ADDITIONAL SILT FENCE SHALL BE STORED ON SITE TO BE USED AS PROTECTIVE MEASURES IN RESPONSE TO ' , 11'w:• 4'M7- C IN (SW)- 5.7 Jr�i6 / �8' r&� \ SITE CONDITIONS. ,, yr0 PVC INV(IN=301.81 �C1MP EC,z P t° `c - 4'O PVCr OVERFLOW E r /! I , % j tiF cT•¢, re \ EL. ELEVATION �QItOPOT®(2)CULTEC 28OHD UNITS ' -299 j?�� ,r " .� /' ,' 9u,QS 1 t Jr i/�/�qPO O \\ CB CATCH BASIN EROSION CONTROL NOTES. TO BE CONNECTED AND TO MATCH,/ !r `�i �tQ7 Jra�i `-INv '3 •„ a 12' THE ELEVATION OF THE (4)EULTE 28OHD OITS / /I /%` Gq M �� g� 'F N` O \ \ EXISTING CULTEC N!F NOW OR FORMERLY ' EXISTING CULTEC SYSItM TOP j'(F GRA EL EL.=303 83 4" PVC PIP /1 ' % 0 , , f'G D. \ \ SYSTEM 1. PROPOSED EROSION CONTROLS SHALL BE INSTALLED AT THE LOCATIONS SHOWN ON THESE PLANS PRIOR TO �' / J 3gBr94 , ' Y. INV. 337 B. R.O.W. RIGHT OF WAY r (SEE DWG SP-3 FOF,O�TAIL) ,IrOP OF NIT El.=OG3.33 INV.(N-302.94 + / _L_ea 'r /' ' 1 /e INSTALL CULTEC HVLV FC-24 CONSTRUCTION AS APPROVED IN THE FIELD BY THE APPROPRIATE MUNICIPAL AGENCY PERSONNEL.PROPOSED ,' r BOTTOM OF NIT EL.=801.12 / ) I r r � / •>X•°° k !I CONSTRUCTION PHASING TO BE DETERMINED IN CONSULTATION WITH THE APPROPRIATE MUNICIPAL AGENCY PRIOR TO , €ttTt'rrlti{OF VEL EL.a 300.62 ,INV.yjT■�10.1 / rase /� /' �' LAWN � �� FEED CONNECTOR SSMH SANITARY SEWER MANHOLE THE START OF CONSTRUCTION. J ,�QN BOX �/ ; I ,/ , 19-W f "yS' 1 --AJV.1 E r r / SEW MH---I 1 .' ' '' 4 I E.D EXISTING DOWNSPOUT 2. LAND DISTURBANCE WILL BE KEPT TO A MINIMUM.RESTABILIZATION WILL BE SCHEDULED AS SOON AS POSSIBLE WITH A 1 RIUIMP..-=317,0 ' ONTAttd�3°tb FORT MAIN II�� ' IMF ■3(8,2 J19. �v O01q E MINIMUM OF 4 INCHES TOPSOIL,SEED AND MULCH.'HYDRO-SEED'MAY BE REQUIRED BASED ON FIELD CONDITIONS FOR 1t SUMPL 308.7 i 'HUTOVvALVE �/ ��`8'a PV i Jro. J'a TEMPORARY GRASS GERMINATION DURING SEASONAL PLANTING PERIODS TO INSURE MINIMAL SEDIMENTATION AND \ ` , RI 43,r r yNv. 6.9/ , INV. 317.8 OY4`el ` EROSION. tt SUMV£L-304. 1 s `. F_D. �' ~� PROPOSED CULTEC DETAIL \ PfkOPOS6 TERTCiE + �' ��' ,' / I NEW INV.n 318.0 ' 3 MAY BALES AND SNOW FENCE ANDlOR SILT CURTAIN BARRIERS WILL BE INSTALLED AT THE LOCATIONS INDICATED ON i r i INV•=s0T:0 1 �// `•PUMP CHAMBER �"r1 y? ram.. � JZeeDa SCALE:N.T.S. THESE PLANS AND,IF NEEDED,ALONG THE TOE OF ALL CUT AND FILL SLOPES.ALL EROSION CONTROLS SHALL BE /' ,' r J ED TOP EL.-312.56 REVIEWED WITH AND APPROVED BY THE APPROPRIATE MUNICIPAL AGENCY PERSONNEL PRIOR TO COMMENCEMENT OF ' r' , r ! / I SUMP EL=305.26 / PI INV.•317.8 / CATCH BASIN �� SEWER MIA / , J SEWER MH , ., ` / Jio.9e GRATE EL.=320 0 CONSTRUCTION ACTIVITIES. CONTAINS 3.0 FORCE MAYO ' GONTAINSll3-f0 FORq�MAIN r I �10 2b� � "� Sl WITH SHUTOFF VAL / E' + ' r C �� k SUMP EL.=317.8 }E WITM SHUTOFF VALVE / F 4, ALL CONTROL MEASURES WILL BE MAINTAINED DURING THE CONSTRUCTION PERIOD. �' i / 1 / 1 `' C / RIM EL.=285.4}' , � r RIM E�=311.50 ' J " r 1 •. .� '�?•rr CULTEC N0.410 NON-WOVEN GEOTEXTILE SUMP EL.=2 41 ' / / y 5 r I �. i/ �` '0 PVC INV.••18.14 AROUND STONE TOP AND SIDES .a ,�' // �/SUMP FJ.=30,r.72/ NV.=307.0� 1 1 2c�,? `1 5. ADDITIONAL CONTROL MEASURES MAY BE INSTALLED DURING THE CONSTRUCTION PERIOD IF NECESSARY OR REQUIRED. INV.t L�28 r / / ' 8'�' OR� J' r J r.is J`_ 6.0 PVC INV=3!8 67 MANDATORY.BOTTOM PER ENGINEER'S FINISHED GRADE 3�PVC 56 / , ,' �i 1 ' / , + f 11 r�� RECHARGER 28OHD DESIGN PREFERENCE F 6. SEDIMENT REMOVED FROM CONTROL STRUCTURES WILL BE DISPOSED OF IN A MANNER WHICH IS CONSISTENT WITH THE ,'ENV , PE INV.f 918 28 1 �, 4.00' I ) OIWVwF�`� - , r `/ CJ HEAVY DUTY CHAMBER 1-2 INCH 5.51 mm DIA F INTENT OF THESE PLANS ANDIOR AS DIRECTED BY THE MUNICIPAL STAFF. , g 1 / / / u / , ) p ?gj ,� r J?R70 SILL EL �/ PVC •�I / } I ' � ,/,� �>�� WASHED,CRUSHED STONE tOPOSED PA 1 Jrp, NATURALLY COMPACTED FILL 7. IT IS THE RESPONSIBILITY OF THE OWNER/DEVELOPER TO INCLUDE THE INSTALLATION AND MAINTENANCE OF CONTROL �' 1 J' / ' .•318.28� . ev CATCH BAST f, 1 f �/ , r , �Q GRATE EL.=319.77 •� 12 0 88 mm MAX. CULTEC HVLV FC-24 FEED MEASURES,INFORMING ALL PARTIES ENGAGED ON THE CONSTRUCTION SITE OF THE REQUIREMENTS AND OBJECTIVES OF f - (SEE DWG 8P-3 / 1 Jrpae Q e �� ) 6.0'[152 mm)MIN c' 9sr `� I SUMP EL.=317.97 BURIAL DEPTH CONNECTOR WHERE SPECIFIED THE PLAN,NOTIFYING THE MUNICIPAL STAFF OF ANY TRANSFER OF THIS RESPONSIBILITY,AND FOR CONVEYING A COPY OF , `/ FOR DRAINAGE DETAILS),. !� ' J` L� a9 I 1`/ 'c '' y THESE PLANS IF THE TITLE TO THE LAND IS TRANSFERRED. �' ri' , ! 1 1 JrJ,9 l l _a. v .r •r ,�- + maid •`� JlB.S9 '�i '' 't' .':�:. .a•;, 't'.•i' rl' :i;�a > / I J1J fa �Ji s',.r ry••`y:.t: 1 :°:Y 7!' .'i l ..Z. 'f: .l �•t• },�:f ♦,-'J%mot':. ',�..1. 8 THE EROSION CONTROLS 1WHICH WILL BE INSTALLED IMMEDIATELY DOWNSTREAM OF THE PROPOSED CONSTRUCTED It >p ' Ju �� XJ20u AREAS)SHALL BE INSPECTED PERIODICALLY AND ESPECIALLY FOLLOWING ANY PERIODS OF EXTENDED PRECIPITATION ► qry�1 / / I! 1 `� Jt sts.<� XJ1R� �� 6.0'1152 mm)MIN ANY SILTATION WHICH WAS ACCUMULATED UPSLOPE OF THE PROPOSED EROSION BARRIERS IF GREATER THAN 8 INCHES IN 1 ,t , ! `� sr. I INSTALL EROSION AND t\_ 32042 l�O yn � DEPTH SHALL BE REMOVED AND THE EROSION CONTROLS CHECKED AND REPAIRED AS NECESSARY TO INSURE THAT NO r r /� a' '/ 8EDIMI3•IT CrONTROL 1 ` BREACHING OCCURRED.ALL LAWN AND PROPOSED PLANTED AREAS SHALL BE CHECKED TO INSURE THAT GERMINATION i j 1 TILT FENCE `� XMa37 HAS OCCURRED AND ANY REQUIRED ADJUSTMENTS PERFORMED AS NECESSARY PRIOR TO REMOVE OF TEMPORARY / r I ' 1 �� / G CONSTRUCTION EROSION CONTROLS / I' /i HALFWAY \ ; (TYP') i�` /`�1 t 28.51673 mm) ,.__.- ; 1 HOUSE r r!' , , x .' •-x `gyp , q'�v, �� ; G 9. TREES TO BE CUT,FALLEN TREES OR BUSH WITHIN DESIGNATED PROPOSED CONSTRUCTION AREAS SHALL BE CUT TO FIREPLACE LENGTHS AND STACKED OUTSIDE OF THOSE AREAS,FEED SMALLER BRANCHES AND TWIGS THROUGH CHIPPER ,�' ! `\SILL ELl`312.17 ,r it. �I AND STOCKPILE.ALL STOCKPILES SHALL BE OUTSIDE OF DRIP LINES OF PROTECTED TREES. ;' ;! 4 \\\ `\\ ;' ! I�;�!F�3j3 I rx� \ r rF I'C 3ti ra ' 8.('1152 mm)MIN 10.TREES TO BE SAVED SHALL BE BANDED WITH A BRIGHT-COLORED SURVEYOR'S RIBBON LOCATED AT A HEIGHT VISIBLE TO ' ` \\ 1 ' , r ORcF ` EQUIPMENT OPERATORS.TREE ARMORING PROTECTION MEASURES SHALL BE USED AS SHOWN IN THE DETAIL ON THIS /r i `� \ i r/ / I �AagIN act aD'70 / , � \ 1 I r 1 � rrr �1` 4'd PIPE l -31277 r PLAN. ' d, c\ �`� � i t ,!I �`° SEWER MH `��. �`. ' % l� PFf I , 11.INDIVIDUAL TREES OR STANDS TO BE SAVED WITHIN DESIGNATED AREAS OF PROPOSED STRUCTURES SHALL BE �f"'IP. ` ` ! 1 1 , RIM EL=317 89 `. ' T-wN r 520'11321 mm) CULTEC NO.88 WOVEN GEOTEXTIE(FOR \\ t r I ' INV.=313 25 �� a ` i "ram ,Ste ra 12'MIN 47.0'[1190 mm] SCOUR PROTECTION)TO BE PLACED BENEATH PROTECTED BY FENCING WHICH CIRCUMSCRIBES THE DRIP LINE OF THE INDIVIDUAL GROUP PER THE DETAIL ON THIS ( ! I , J CENTER TO CENTER DRAWING. x 1 / / 1 / 9�'i� �� -� e? INTERNAL MANIFOLD FEATURE AND BENEATH ALL INLET/OUTLET PIPES LAWN ,', 104"' DESIGN ENGINEER RESPONSIBLE FOR ENSURING THE H ' ARAG REQUIRED BEARING CAPACITY OF SUB-GRADE SOILS(TYP.) �1e 6-Q PIPE - GENERAL NOTES H INv„_34tJT� JI, '*µ RECHARGER 28OHD BY CULTEC,INC.OF BROOKFIELD,CT. ALL RECHARGER 280HO HEAVY DUTY UNITS ARE MARKED WITH A ytb , 31 4. PIKE I STORAGE PROVIDED 9 21 CF/FT 11.83 ma/m)PER DESIGN UNIT. COLOR STRIPE FORMED INTO THE PART ALONG THE LENGTH OF THE 0 _ 1 REFER TO CULTEC,INC.'S CURRENT RECOMMENDED INSTALLATION GUIDELINES. CHAMBER. 1 t \ 3g INl 308.97 r t \ \ \ �'.\ ---' �•• \ J �P - MAXIMUM ALLOWED COVER OVER TOP OF UNIT SHALL BE 12'(3.85 m) ALL RECHARGER 28OHD CHAMBERS MUST BE INSTALLED IN THE CHAMBER WILL BE DESIGNED TO WITHSTAND TRAFFIC LOADS WHEN ACCORDANCE WITH ALL APPLICABLE LOCAL,STATE AND FEDERAL B ��� `\` \\ \\\ �`�\ ' �� � INSTALLED ACCORDING TO CULTECS RECOMMENDED INSTALLATION REGULATIONS ..ao INSTRUCTIONS. Dots: 314.42 tsar November 21,2019 / ' Seale: " "-_- _ J; ��_,' -Jt2 CULTEC RECHARGER 280HD '�' 8 PERMEABLE z _ \..,y By:DrewN hedred SOIL MIX SCALE:N.T.S. PAVEMENT 6"90°PVC ELBOW 1 ' %� 'L� ,' � KBF/TGA 1 Y"BLUESTONE SPACING \\ i' `�\ is Book*: NON-WOVEN GEOTEXTILE / PATIO PAVEMENT (TYPO FILTER FABRIC TOP OF COVER AT GRADE `�\ `` Q`� so JJQ1 IM EL_3091,7 �,' Jobe: ON TOP OF STONE L INV.=303.52 ,' 14-39.1101 y 7-3 1101 Jai ttow-'-- "'-- 6"0 PVC OUTLET PIPE 6"0 PVC IN. AREA OF INTEREST J 1 1 GRAPHIC SCALE: � i 2'MIN PROP SUMP SUMP FEET PITCH TO DRAIN 1' IN. 3Ya'DIA,WASHED, CHAMBER `L CRUSHED STONE STRUCTURE ,�a ►�'�,O PRINT INVALID WITHOUT SEAL AND 1 •c• ORIGINAL SIGNATURE O .\qp �• 6"0 PERFORATED Q� q, �' ;J PATIO DRAINAGE CROSS SECThGNpUTLET PIPE �OF NEy, a0�° 0+ Q� Q` (TYP.) JUNCTION BOX DETAIL O SCALE:N.T.S. �Q' S '��' A H N E M A N K I R BY �� o� O Q SCALE:N.T.S. `'��° �� �� Q0 K ENl31NEERSeSURVEYORS�P SINCE 18 1 ` �w b K SINCE 1 B7� 1171 East Putnam Avenue,Riverside,CT 06878 062529 Tel:203.8W.7707•Fax:203.869.4606 G ,vl�+OFESSIrV& 1 PATIO DRAINAGE DETAIL 01/15/2020 www.ahnemankirby.com rJ REV.is REV.DESCRIPTION: DATE: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 17 18 19 22 27 28 29 30 31 32 33 34 eQ ZONE: R-35 A A A GENERAL NOTES: rLt 60 `">o/0 20. 3ro.e2 /. -yam \ 1.THESE PLANS ARE FOR AN APPLICATION TO THE RYE BROOK BUILDING DEPARTMENT FOR THE CONSTRUCTION OF LANDING r `/&"R PUC / "I\ �0 1 3J381' / •o,PO \ \ �'VOn AND RAMP AND CONNECTION OF NEW PIPE NETWORK TO THE EXISTING DRAINAGE AND ALL ASSOCIATED SITE IMPROVEMENTS AS DEPICTED ON THE PLANS.THE PLANS ARE NOT TO BE USED AS A FINAL CONSTRUCTION PLAN.ADDITIONAL DETAILS MAY BE 3f0.B8 `NV=SUS BS REQUIRED PRIOR TO ANY ACTUAL CONSTRUCTION I /( �/ 3I.J7� 2.ALL NEW UTILITIES WILL BE PLACED UNDERGROUND. /J MH 0 / O PU eEL. RAIySBER B 3.THE PROPOSED DEVELOPMENT INDICATED HEREON WERE OBTAINED FROM PLANS PREPARED BY ROGER MCCAGG /'� T9j41256 / \ / G� ?404 � 4 g ARCHITECTS. / MP�L.=3 J5." •9� \�c320.76 4.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS,METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SS__- / sao.re I \\` SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. LAWN 1 S.THE CONTRACTOR SHALL ALSO LOCATE AND VERIFY THE SIZE,LOCATION,DEPTH AND INVERTS OF ANY AND ALL EXISTING _-X 0.44 UTILITIES PRIOR TO COMMENCING OPERATIONS.THE CONTRACTOR SHALL ALSO BE REQUIRED TO CONTACT THE TOLL FREE / 319.55 _ ��y° -. �` add 'CALL-BEFORE-YOU-DIG'PHONE NUMBER AT 1-800-922-4455. l / / �� 4- � dg / ~- LOCUS SCALE:1"=2000' 6.THE EXISTING DRIVEWAY WILL SERVE AS THE MACHINERY ACCESS ROUTE. / / / 319.70 �a!~- C PVC- / RE DOWNSPOUT F,�•, r Sp 7.SUGGESTED LOCATIONS AND DETAILS OF EROSION CONTROL MEASURES ARE INDICATED HEREON.TREE PROTECTION I dOfi.96/ ,' 3r9•� INV.a�'8 Cam�� l TIC 321.74 RAk 7- MEASURES ARE ALSO INDICATED HEREON AND SHALL BE IMPLEMENTED AS REQUIRED PRIOR TO THE COMMENCEMENT OF A - f FJUSTINGARFAWAY, I f TIC 321.74 _ LEGEND CONSTRUCTION.EXACT LOCATIONS TO BE DETERMINED AT THE SITE BASED ON FIELD CONDITIONS BY THE CERTIFYING I , I r�\� r PROTECT EXISTING EA A(3E T/C 321.87 T/C 321.87 'jiu.9g C ENGINEER IN CONSULTATION WITH THE APPROPRIATE TOWN AGENCY STAFF. / / c DURING CONSTRUCTION TIC 321.95 L -� `_ �_ C ) BIC 321.48 TIC 321. , --93-- EXISTING MAJOR CONTOURS 8.RESTORE ALL DISTURBED AREAS NTH A MINIMUM OF FOUR(4'INCHES OF TOPSOIL,SEED.AND HAY MULCH UPON COMPLETION OF CONSTRUCTION. / // / {�.� RECONNECT DOWNSPOUT T/C 321.82 INSTALL AND PROVIDE I --96-- EXISTING MINOR CONTOURS INV.a 320.84 TIC 321.87 BIC 321./ /!' 1 10.EXCAVATED SOILS SHALL BE TEMPORARILY STORED OR STOCKPILED UPGRADE OF THE EROSION CONTROL MEASURES AND / l 1 20.44 EROSION CONTROL J x 94.37 SPOT ELEVATIONS GREATER THAN 50 FEET FROM ANY ADJACENT PROPERTY WETLAND AREAS. / / WO PVC PIPE 12� ��/Y SILT FENCE / 319 ®1.0% (TYp,) �E UTILITY POLE 11.UNDERGROUND UTILITIES,FACILITIES AND STRUCTURES MAY NOT ALL BE SHOWN HEREON.ANY EXISTING UTILITIES SHOWN / 319.2: HEREON WERE OBTAINED FROM RECORD MAP INFORMATION AND ARE APPROXIMATE ONLY.THERE MAY BE OTHER I r 1 , STOCKPILE AREA E.D., EXISTING DOWNSPOUT UNDERGROUND UTILITIES THE EXISTENCE OF WHICH ARE PRESENTLY UNKNOWN.ANY PARTY UTILIZING THE UTILITY I I PROPOSED C.B.1Ih I TIC 321.5- E.D. I NEW A9!'t•UALT 7 EXISTING DOWNSPOUT INFORMATION AND DATA DEPICTED ON THIS SURVEY SHALL CONTACT THE'CALL BEFORE YOU DIG'PHONE NUMBER AT o 1 GRATE EL a 321.1 321 7 "E.D. PAVING T/CL'321.04 1� LAWN / (D.L.) (DAYLIGHTED) 800.822.4455 A MINIMUM OF FORTY EIGHT(48)HOURS PRIOR TO ANY CONSTRUCTION ACTIVITIES TO VERIFY THE LOCATION OF i '-°, SUMP EL.a 318.5 ANY AND ALL UNDERGROUND UTILITIES. 'Sc 321 INV.IN=920.8 INV.IN"WA �TIC 321.43 D r INV.OUT a 320A PJC 321.00 / 0 12.ANY DRIVEWAY AREAS,PLANTINGS,LAWN AREAS AND TREES NOT TO BE REMOVED SHALL BE PROTECTED DURING � PROPOSED / CONSTRUCTION. I >♦ LAWN ``7ti'�3 ADA RAMP ABBREVIATIONS BIC 320.92t NEW C.B.iA9 T TIC 321.17 13.FIFTY FEET OF ADDITIONAL SILT FENCE SHALL BE STORED ON SITE TO BE USED AS PROTECTIVE MEASURES IN RESPONSE TO I I TIC 1'� % ORATE eL a 920.6 / MH MANHOLE SITE CONDITIONS. I I FF SILL � \ y'a�� BUMP EL.•$18.1 /-TIC 321.1 I I I EL a 32$A1 I \ REPLACE T (>t B/C 320.6� DRAIN. DRAINAGE C.S.yy} LIN17 11.08 / FF FINISHED FLOOR EROSION CONTROL NOTES: "/ // � °`"° 1=.�- �' 1 �� �``I `��S�D��`•' � 50 / 320. RE D DRAI v / EL. ELEVATION 1. PROPOSED EROSION CONTROLS SHALL BE INSTALLED AT THE LOCATIONS SHOWN ON THESE PLANS PRIOR TO INV.a 321.3 CRATE EL.=31 ` n .Y� 3128Q 1 /17 \ CB CATCH BASIN CONSTRUCTION AS APPROVED IN THE FIELD BY THE APPROPRIATE MUNICIPAL AGENCY PERSONNEL.PROPOSED G AREAWAY TIC ' \ INV. •8!8 3 CONSTRUCTION PHASING TO BE DETERMINED IN CONSULTATION WITH THE APPROPRIATE MUNICIPAL AGENCY PRIOR TO T/C ? N/F NOW OR FORMERLY THE START OF CONSTRUCTION. RECONN INV.OUT a 3110L1 E ,0 321,1 r, / `\ INN.IN n 317.0 RAI STONE CURB / \ R.O.W. RIGHT OF WAY E 2. LAND DISTURBANCE WILL BE KEPT TO A MINIMUM.RESTABILIZATION WILL BE SCHEDULED AS SOON AS POSSIBLE H A �� �� \ CATCt BASIN B E WITH T�921 ,•� � TO 8 FLED EL TIDNS -GtT1{t�EL. 317.2a/ SSMH SANITARY SEWER MANHOLE MINIMUM OF 4 INCHES TOPSOIL,SEED AND MULCH.-HYDRO•SEED'MAY BE REQUIRED BASED ON FIELD CONDITIONS FOR I \ 4^G3 PVC INV.OUT 315.74 ' TEMPORARY GRASS GERMINATION DURING SEASONAL PLANTING PERIODS TO INSURE MINIMAL SEDIMENTATION AND 319 87 �� \ " / SUMP EL.=314.4 EROSION. 319 9 RECONNECT SPOUT � ~ INV.OUT■e19A �� / INV,OUT=319.9 ,�1 3. HAY BALES AND SNOW FENCE AND/OR SILT CURTAIN BARRIERS WILL BE INSTALLED AT THE LOCATIONS INDICATED ON G �321.1 ! /� Fl \\ �p�yGPIPti \ /� / -CATCH BASIN THESE PLANS AND,IF NEEDED,ALONG THE TOE OF ALL CUT AND FILL SLOPES.ALL EROSION CONTROLS SHALL BE V A a_ - \ Q` GRyP€EL.=317.00 II � REVIEWED WITH AND APPROVED BY THE APPROPRIATE MUNICIPAL AGENCY PERSONNEL PRIOR TO COMMENCEMENT OF O� a�pj /' I \ 4•0 PIPE INV.IN=314.70 CONSTRUCTION ACTIVITIES. C1 REMOVE ETINO i. T7 \ IZIA S'O PIPE INV.OUT=3 4 50' 0 TIC 321.q ID N , T 321�1 / /I NO SUMP 4. ALL CONTROL MEASURES WILL BE MAINTAINED DURING THE CONSTRUCTION PERIOD. 19. B QT g�T1 O/ q \SET ^ INV.IN a 319.0 NEWC•B'#2 \ I `./ \ , GRATE EL.a A 3.9.47 t SO't" MSTEP ELEVATION; SUMP EL.-.16.9 S. ADDITIONAL CONTROL MEASURES MAY BE INSTALLED DURING THE CONSTRUCTION PERIOD IF NECESSARY OR REQUIRED. J19 REBUILD STEPS AS REQUIRED �� � /` TIC 321 , TIC 3Z1.17 SIN- F B. SEDIMENT REMOVED FROM CONTROL STRUCTURES WILL BE DISPOSED OF IN A MANNER WHICH IS CONSISTENT WITH THE \l \ N 1 GRAT L.=319.16 / 4 / F INTENT OF THESE PLANS AND/OR AS DIRECTED BY THE MUNICIPAL STAFF. \ \\ X32 0��4 `\�!�3' 8' RCP I OUT=316.88 n ! I NO SUMP VERED G / / 7. IT IS THE RESPONSIBILITY OF THE OWNER/DEVELOPER TO INCLUDE THE INSTALLATION AND MAINTENANCE OF CONTROL ` \ 9i RECONNECT DOWNSPOUT / �/� / / STABILIZE ENTIRE PILE MEASURES,INFORMING ALL PARTIES ENGAGED ON THE CONSTRUCTION SITE OF THE REQUIREMENTS AND OBJECTIVES OF \ INV.=319.9 E.0TIC ,ITT AR / / WITH VEGETATION OR COV THE PLAN,NOTIFYING THE MUNICIPAL STAFF OF ANY TRANSFER OF THIS RESPONSIBILITY,AND FOR CONVEYING A COPY OF \ S�� �I RECONNECT DOWNSPOUT J BIC 320.48 SILL EL.=319.83 REPLACE EX18TiN10 �f t //// 2 1 SLOPE OR LESS THESE PLANS IF THE TITLE TO THE LAND IS TRANSFERRED. `�! lj I ( I _ 'LL\ 1 INV.0 319.8 GRATE•OL.a 319 / 8. THE EROSION CONTROLS(WHICH WILL BE INSTALLED IMMEDIATELY DOWNSTREAM OF THE PROPOSED CONSTRUCTED S3'�� Apo, CONNECTOOWNSPOUT �YF I 8'ORCP INV. +,� SUMP EL-M4r� J / AREAS)SHALL BE INSPECTED PERIODICALLY AND ESPECIALLY FOLLOWING ANY PERIODS OF EXTENDED PRECIPITATION. �,� INV.=319.7 T/C 321.1 ANY SILTATION WHICH WAS ACCUMULATED UPSLOPE OF THE PROPOSED EROSION BARRIERS IF GREATER THAN 6 INCHES IN REMOVE EXISTING I±( � DEPTH SHALL BE REMOVED AND THE EROSION CONTROLS CHECKED AND REPAIRED AS NECESSARY TO INSURE THAT NO I�• 319.7 4.000 GAL OIL TANK BREACHING OCCURRED.ALL LAWN AND PROPOSED PLANTED AREAS SHALL BE CHECKED TO INSURE THAT GERMINATION U 3 HAS OCCURRED AND ANY REQUIRED ADJUSTMENTS PERFORMED AS NECESSARY PRIOR TO REMOVE OF TEMPORARY 'L'S t� I CONSTRUCTION EROSION CONTROLS. i '1 23 RECONNECT DOWNSPOUT r.D• --� -� y G 37338 ` 19.8E INV.a 321A \ / i / MIN.SLOP MIN.SLOPE G 9. TREES TO BE CUT,FALLEN TREES OR BUSH WITHIN DESIGNATED PROPOSED CONSTRUCTION AREAS SHALL BE CUT TO T f` \ / A / STRAWBALES OR SILTFEN \ FIREPLACE LENGTHS AND STACKED OUTSIDE OF THOSE AREAS,FEED SMALLER BRANCHES AND TWIGS THROUGH CHIPPER - / RECONNECT DOWNSPOUT AND STOCKPILE.ALL STOCKPILES SHALL BE OUTSIDE OF DRIP LINES OF PROTECTED TREES.- �Yo 76 s� .` INV.a 320.2 °'E-0 %� 'f INSTALLATION NOTES: 10.TREES TO BE SAVED SHALL BE BANDED WITH A BRIGHT-COLORED SURVEYOR'S RIBBON LOCATED AT A HEIGHT VISIBLE TO ` \\ jARAGE P� / / 1.AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. EQUIPMENT OPERATORS.TREE ARMORING PROTECTION MEASURES SHALL BE USED AS SHOWN IN THE DETAIL ON THIS / 2.MAXIMUM SLOPE OF STOCKPILE SHALL BE 1:2. PLAN �� / I 3.UPON COMPLETION OF SOIL STOCKPILING,EACH PILE SHALL BE SURROUNDED 11.INDIVIDUAL TREES OR STANDS TO BE SAVED WITHIN DESIGNATED AREAS OF PROPOSED STRUCTURES SHALL BE _WER MH �+f� f S�! PRO // WITH EITHER SILT FENCING OR 3TRAWBALES,THEN STABILIZED WITH VEGETATION PROTECTED BY FENCING WHICH CIRCUMSCRIBES THE DRIP LINE OF THE INDIVIDUAL GROUP PER THE DETAIL ON THIS =317.89 " / �� TqN OR COVERED. DRAWING. =313.25 �< / °0 1 f / // 4.SEE SPECIFICATIONS(THIS MANUAL)FOR INSTALLATION OF SILTFENCE. �? I '441 / 5.PROVIDE PLASTIC BELOW STOCK PILE+PROTECT UNDERSIDE. 4"0 PIPE / 3 67 H 24" s eAL L-/ INV.=31277 / - I 312•99 / STOCKPILE DETAIL H FINISHED GRADE C' ////•s'S / N.T.S. R' CATCH BASIN TRAP `riSr 320 A95Y A3 PER TABLET OR 909ELL POINTING DOVWWARD ' PRECAST CONCRETE SECTION 5 AICH BASIN PIPE SIZE VARIES -- • PIPE SIZE VARIES 24' y s,a, - \ / GRRU�TE EL V.IN (SEE PLAN) INV.JOI L INV..= 41/-- (SEE PLAN) o 0 0 INV. 0 77 NO IOUMP UT 316A2 / // Data: April 29,2020 • � •�•' / �J5.1 4.44 � / OUTLET INN-LET o^ - Scala: _ _) ! / / 1.,za TABLE FOR CATCH : T MIN 24' C C KSF J TGA BASIN TRAP ASSY SUMP O O O DravvNChedced BY: :r•, COO Book f: PIPE CAMPBELL o 0 o AREA OF INTEREST SIZE FNDRY NO. - .. Job 9: e OR 8" 25t30 �: �% -4 �. GRAPHIC SCALE: 14-39.1101 y GRATE DETAIL 10'O C,MWOOD POST AX. M-OENMMMENReference: 1101 fo 8" 24" 8" r'•T' "T••1 PLAN 'PROPER'SILT STOP 20 0 20 SECTION OR APPROVED EQUIVALENT FEET SILT FENCE NOTES _\� PRECAST CONCRETE CATCH BASIN (CB) 1.DIG A B•DEEP TRENCH ALONG THE INTENDED FENCE LINE. �IV (WITHIN SUBJECT PARCEL) BACKFILL 2.EXCEPT FOR THE END POST,DRIVE ALL POSTS INTO THE _Alb J GROUND AT BACK SIDE OF TRENCH I&O.C.MAX FOR use atnae aaecT PROPerrrr oar AND AS uAraa<AenUaeo BY CoNeCTMN Off•. � y,�0� � PaeCWC*WC w.•mc CTM7 7AmsNO-a VW.ORAPPRWMQOUVALENT EXISTIN 3.LAYOUT FILTER FABRIC ON THE UPHILL SIDE ALONG THE i� iec c�s�am=nPVo250A a GRADE I (� FENCE LINE. Q�Q k J� r LIE 4.SLIP POCKET IN END OF FILTER FABRIC OVER THE FIRST O (''0 POST INSURING THAT THE BOTTOM RED GAUGE LINE IS AT _02 GROUND LEVEL. 5.DRAPE BOTTOM 8'OF FILTER FABRIC BELOW RED GAUGE PRINT INVALID WITHOUT SEAL AND OO �oaa. 4�v\���j OC� O LINE IN TRENCH,BACK FILL WITH SOIL AND COMPACT. ORIGINAL SIGNATURE t�O \\ \O��O ` ,��pF Nthl EROSION CONTROL SILT FENCE DETAIL ��PoS ' v A H N E M A N K I R BY NOINEERSeSURVEYORBaPLANNERS K SCALE:N.T.S. � E � ` K U SINCE 1871 :J 1171 East Putnam Avenue,Riverside,CT 06878 Iq 529��r°�OffSS10�� Tel:203 www.ahnemanidrby.com ^+ REV.0: REV.DESCRIPTION: DATE: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 7 32 33 34 FOUNDATION AND FRAMING NOTES: 1 2 3 4 5 6 7 1.SEE WALL SECTIONS,DETAILS AND PROJECT MANUAL FOR ROGER S • 2 2 1 INSTALLATION OF MATERIALS. - .0 .0 2.WALLS ARE DIMENSIONED TO FACE OF STUD.DOORS AND WINDOWS MC CAG G TO CENTERLINE. LIMIT OF WORK NN�� N� 3.STEEL IS DIMENSIONED TO FACE OF STEEL OR CENTERLINE OF STEEL ' AS DENOTED BY STEEL GRIDLNES. 4.PLUMBING FIXTURES ARE DIMENSIONED FROM FACE OF STUD TO CENTER LINE OF FIXTURE. 4.0 5.CONTROL JOINTS IN WALLS AND SLABS SHALL BE 201-0"O.C.MAXIMUM. ARCHITECTS PLANNERS VERIFY EXACT LOCATIONS AND SPACING WITH ARCHITECT IN THE FIELD PRIOR TO CONSTRUCTION.COORDINATE WITH STRUCTURAL INTERIOR DESIGNERS DRAWINGS. 44 North Main Street,South Norwalk CT 06854 6.SEE INTERIOR ELEVATIONS FOR MILLWORK,CASEWORK,AND T 203 354 354 5201 34'-7" _ www.rm.rm-arch.c.com " FINISHES. 8'-4" 7.REFER TO STRUCTURAL ENGINEER DRAWINGS FOR APPLICABLE CIVIL ENGINEER DETAILS AND SPECIFICATIONS. AHNEMAN KIRBY A1•oo1 1171 E.PUTNAM AVE. 8.CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF BEDROOM I 3 000 PSI AFTER 28 DAYS AND SHALL BE REINFOCED PER ENGINEER'S BUILDING 1-SUITE 1 A SPECIFICATIONS.ALL FORM WORK SHALL BE FREE OF LOOSE SOIL, RIVERSIDE,CT 06878 BATHROOM --- DEBRIS,AND MUD BEFORE PLACING CONCRETE.TAMP CONCRETE IN203-869-4606 PLACE TO REMOVE VOIDS.STRUCTURES AND SLABS EXPOSED TO FREEZE-THAW,CHEMICALS,OR SUBJECT TO HYRAULIC PRESSURE BEDROOM A1.008 Al A1.002 I L- SHALL BE AIR-ENTRAINED.ADMIXTURES SHALL BE SUBMITTED TO MEP ENGINEER ENGINEER FOR APPROVAL PROVIDE ADEQUATE PROTECTION FOR THE TIETJEN VENEGAS b PROPER CURING OF CONCRETE. 68 PURCHASE STREET, - '� 9.EXPOSED CONCRETE OR CMU FOUNDATION SURFACES SHALL BE RYE,NY.10580 rj i to b° 4 FINISHED AS INDICATED.VERIFY WITH ARCHITECT. 914-967-9505 7 A1.004 I �'J 40 10.PROVIDE WATERPROOF SYSTEM AT ALL SUBSURFACE 008 CL A1' r-- t--� a CONSTRUCTION.COLD JOINTS SHALL BE WATERPROOFED THROUGH STRUCTURAL ENGINEER _._ ENTIRE JOINT. DAVID KUFFERMAN - -y - --TEL STORAGE , BEDDING RD A - BASEMENT 11.FOUNDATIONS SHALL BE PLACED ON DRY,LEVEL,AND UNDISTRUBED 2170 2170 ELD,CT RD NATURAL SOIL.UNSUITABLE CONDITIONS SHALL BE REMEDIED PRIOR 6824 HALL T TO PLACING FOUNDATIONS.TOP OF FOOTING SHALL BE BELOW FROST 203-256-1712 EX01 LINE. 12.COORDINATE FOUNDATION WORK WITH FOOTING DRAIN, _ SUBSURFACE DRAINAGE SYSTEM,AND UTILITIES.VERIFY PLAN LOCATION AND ELEVATION OF ALL PENETRATIONS PRIOR TO NNNN INSTALLATION.COORDINATE WITH CIVIL,MECHANICAL,ELECTRICAL, A1.008 C�® ® -- a� STORAGE PLUMBING,AND LIFE-SAFETY DOCUMENTS. 004 �ERED ARCyi 2 STORAGE 1 13.ALL WOOD IN CONTACT WITH CONRETE OR SOIL SHALL BE I5�ppNER M.y�c r�O STORAGE - ® CEX 4.0 4-2" 005 PRESSURE TREATED. vc " 16'-10" - -- - 14.UNIT MASONRY SHALL BE THE SIZE(S)INDICATED ON THE DRAWINGS. 1 ✓ Al Q01 t� -- ®1 EX EX B 15.COORDINATE REINFORCING WITH STRUCTURAL DRAWINGS. N� , f • ® _ C 16.ANCHORS AND TIES SHALL BE STAINLESS STEEL AND SHALL MEET 9�. °3eea3' �O A1.002 A1.008, I I � A1.010 A1.010 ASTM A-526 CLASS G-60.JOINT REINFORCING SHALL BE PREFABRICATED FOF NAA1.003 b EV. -7' - TRUSS-TYPE AND SHALL MEET ASTM A-153 CLASS B-2. --- --- WORK SHOO Q O 17.MORTAR SHALL CONSIST OF PORTLAND CEMENT,HYDRATED LIME, AND SAND N ACCORDANCE WITH ASTM C-270 FOR TYPE"N"MORTAR(NO ACCELERATORS ARE PERMITTED.)TYPE"S"MORTAR MAY BE REQUIRED. 10" 10" VERIFY WITH SPECIFIC INSTALLATION,LOCAL AUTHORITY,AND ��.0" o- o ENGINEER.HEAD JOINTS AND BED JOINTS SHALL BE FULL. PARKING A1.010 18.PROTECT ALL MASONRY MATERIAL AND ASSEMBLIES AGAINST MOISTURE AND FREEZING.DO NOT USE REINFORCING OR TIES HAVING RUST OR OTHER COATINGS WHICH MAY ADVERSELY AFFECT BONDING. Q PRO OFFICE 2 I i . ¢ I 2 19.ERECT WALLS PLUMB AND TRUE WITH COURSES LEVEL, CLUBHOUSE I I I I ACCURATELY SPACED,AND COORDINATED WITH ALL OTHER WORK.FOR W A1.011 ALL UNIT MASONRY,HORIZONTAL JOINTS SHALL BE LEVEL AND ALL VERTICAL JOINTS SHALL BE PLUMB,WITH A TOLERANCE OF ONE- QUARTER INCH FOR HEIGHT OF WALL. -HALFWAY HOUSE I I I I A1.011 .01 _ 2 I I J I 20.EXPOSED JOINTS SHALL BE TOOLED AND BRUSHED AS INDICATED. LOCATION PLAN 01 I I 21.CLEAN ALL MASONRY WORK.PROTECT ADJACENT/ADJOINING WORK ® O ® FROM DAMAGE DURING MASONRY OPERATIONS. CLUBHOUSE ADDITION Al 003 } 22.GROUT SOLID ALL VOIDS AT OPENINGS,CORNERS,FOUNDATIONS, A1.010 SILLS,AND CHANGE OF MATERIALS AND/OR BUILDING SYSTEMS.POINT JOINTS AS NECESSARY INCLUDING POCKETS AND VOIDS. 23.SET STEEL LINTELS AND MISCELLANEOUS STEEL IN MASONRY AS CRAWL SPACE INDICATED.PROVIDE MINIMUM OF FOUR INCH BEARING AT EACH END OF A1.010 LINTEL. BLIND BROOK CLUB STCART ORAGE ® 24.PROVIDE REINFORCED CMU LINTEL BLOCKS OR REINFORCEDAT EACH OPEING.COURSE WITH WALL 980 AN D ERSON HILL ROAD 001 CONSTRUCTION.PRCONCRETE LINTEL OV DE MINIMUM OF IGHA NCH BEARING AT EACH RYE BROOK,NY END OF LINTEL ISSUE&REVISIONS 0 25.PROVIDE CMU BOND BEAM AT TOP AND BOTTOM OF WALL,AT EACH FLOOR LEVEL,AND AS INDICATED ON STRUCTURAL DRAWINGS. ® DATE DESCRIP110111 1 11/21/19 PLANNING BOARD SUBMISSION A1.005 2 05/08/20 ISSUE FOR BID ® ® 5 019M020 ADDENDUM 02 CONSTRUCTION KEY NOTES 6 MI2/2=ISSUE FOR PERMIT LEGEND E A1.001 REINFORCED CONCRETE FOOTING. ®� A1.002 REINFORCED CONCRETE FOUNDATION WALL. 1 � A1.003 UNEXCAVATED;COMPACT FILL BELOW NEW TERRACE SLAB. A1.004 UNEXCAVATED;VERIFY FILL IS SUITABLE FOR NEW SLAB; A101 1 1 INTERIOR ELEVATION TAG REtNF.CONC.FOUNDATION WALL I I ADD FILL AND COMPACT AS REQUIRED. 1 ----- REINF.CONC.FOOTING � L_ - - A1.005 VERIFY EXISTING SLAB CONSTRUCTION AND CLEARANCES AT CRAWL SPACE FOR NEW MECHANICAL SCOPE.SEE MEP ENLARGED DETAIL TAG ® NEW CONSTRUCTION " 7-10" 8" I o DRAWINGS.UPGRADE AS REQUIRED. EXISTING TO REMAIN 0 b0 I A1.006 NEW 8"W x 36"H REINFORCED CONCRETE WALL;ANCHOR TO 1 NN�NN�N�� EXISTING SLABIWALL ROOM NAME&NUMBER 01 SECTION TAG ROOM NAME F_ V-0" A1.007 A1.007 NEW OIL TANKS,SEE MEP DRAWINGS. 101 01 O 0 A1.011 A1.008 PIN NEW FOUNDATION TO EXISTING FOUNDATION,SEE STRUCTURAL DRAWINGS.WATERPROOF AND SEAL JOINT. 101 EXTERIOR ELEVATION TAG GRID LINE �� A1.009 NEW LANDING CONSTRUCTION OVER EXISTING AREAWAY. SCALE DATE EXISTING SEE DETAILS. 118=1'-0" JUNE 12 2020 DOOR 101 SEE �DOOR ® CLUBHOUSE SHEET TITLE A1.006 A1.010 VERIFY EXISTING CONSTRUCTION IS SUITABLE FOR NEW NEW OR RELOCATED DOOR WINDOW TAG, CONSTRUCTION,LOADS,AND CONNECTIONS.SEE PROPOSED BASEMENT SEE WINDOW SCHEDULE STRUCTURAL DRAWINGS.UPGRADE AS REQUIRED. A1.011 COORDINATE WITH NEW MEP SCOPE,SEE MEP DRAWINGS. PLAN A1.001 KEY NOTE EXISTING DOOR TO REMAIN, -- --- PROVIDE HARDWARE IF RE TERIAL SCHEDULED .0 !MATERIAL EMBLY AREA OF WORK PROJECT No. SHEET No. LIMIT OF WORK ORE PARTITION TAG,SEE 2 !WIDTH PARTITION SCHEDULE ' PROPOSED BASEMENT PLAN ° 4 8. ~~ BBC05.00 ALL IRE LIMIT OF WORK 1 " " Al ■0 O EIGHT RATING 6/1 0/2020 1 1:58:31 AM a FRAMING NOTES ' 1 2 3 4 5 6 7 1.SEE WALL SECTIONS,DETAILS AND PROJECT MANUAL FOR ROGERS 2 2 1 INSTALLATION OF MATERIALS. 3.0 .0 2.WALLS ARE DIMENSIONED TO FACE OF STUD.DOORS AND WINDOWS M c C AG G TO CENTERLINE. 3.STEEL IS DIMENSIONED TO FACE OF STEEL OR CENTERLINE OF STEEL REAR TERRACE LIMIT OF WORK M-~-� AS DENOTED BY STEEL GRIDLINES. 812 4.PLUMBING FIXTURES ARE DIMENSIONED FROM FACE OF STUD TO _T CENTER LINE OF FIXTURE. 50'-11° i 5.CONTROL JOINTS IN WALLS AND SLABS SHALL BE 20'-p"O.C.MAXIMUM. ARCHITECTS PLANNERS VERIFY EXACT LOCATIONS AND SPACING WITH ARCHITECT IN THE FIELD PRIOR TO CONSTRUCTION.COORDINATE WITH STRUCTURAL DRAWINGS. INTERIOR DESIGNERS A1.105 44 North Main Street,South Norwalk CT 06854 T 203 354 5200 F 203 354 5201 1 6.SEE INTERIOR ELEVATIONS FOR MILLWORK,CASEWORK,AND www.rm-archcom 4.01 SOUTH PATIO FINISHES. 7.REFER TO STRUCTURAL ENGINEER DRAWINGS FOR APPLICABLE CIVIL ENGINEER - IA1.1031 A•O05 DETAILS AND SPECIFICATIONS. AHNEMAN KIRBY A2.o10 A2o06 1171 E.PUTNAM AVE. A1.104 A1.102 A2.0p8 8.PROVIDE HOLD-DOWNS FOR CONTINUOUS LOAD PATH ' CONSTRUCTION WITH SIMPSON HURRICANE TIES.TIES TO BE INSTALLED BUILDING 1-SUITE 1A CONNECTING RIDGE BEAM TO RAFTER;RAFTER TO TOP PLATE;TOP RIVERSIDE,CT 06878 4 PLATE TO STUDS;STUDS TO SILL PLATE;AND SILL PLATE TO 203-869-4606 STAIR 3.21 FOUNDATION.PROVIDE HEADER STUD STRAPS AT ALL OPENINGS AND BAR -___-_-J A2.010 RAFTER-TO-RAFTER OVER-RIDGE STRAPPING.FOLLOW NAILING MEP ENGINEER 14 - SCHEDULE PER STATE BUILDING CODE FOR FRAMING AND SHEATHING. DINING ROOM FOYER A1.108 A1.101 � TIETJEN VENEGAS EX12 EX11 2 9.ALL WOOD WALL FRAMING,FLOOR JOISTS,CEILING JOISTS,AND ROOF 68 PURCHASE STREET, GRILL SOUTH I RAFTERS SHALL BE D.F.#2 OR BETTER WITH MINIMUM FB-1200 PSI.ALL 01 RYE,NY.10580 7 TERRACE STAIR r EXPOSED FRAMING MEMBERS SHALL BE#1 OR BETTER AND FREE OF l 813 I© I ANY LUMBER DEFECTS. 914-967-9505 A1.123 A1.010 101 10.INSTALL JOIST HANGERS ON ALL FLUSH CONNECTIONS. STRUCTURAL ENGINEER OH OH t01 _ © 102 103 © J - A 11.ALL BEAMS AND STRUCTURAL HEADERS TO HAVE 3"MINIMUM DAVID KUFFERMAN BEARING. 2170 REDDING RD, FAIRFIELD,CT 06824 Al 121 b 21 12.PROVIDE DOUBLE JACK STUDS AT OPENINGS WIDER THAN 360. 203-256-1712 - RECEPTION 10 PROVIDE DOUBLE KING STUDS AT OPENINGS WIDER THAN 48°. A1.108 A1.106 EX15 13.PACK OUT HEADERS TO DEPTH OF WALL CAVITY WITH RIGID t moo » INSULATION. AIR A$.102 is 14.ALL WOOD IN CONTACT WITH CONRETE OR SOIL SHALL BE ® A1.109 TROPHY ROOM EX16 L PRESSURE TREATED. MENS LOUNGE ® 105 L FZEp ARC FRONT -, ELEVATOR 7 110 15.SEE SHEET SERIES A3 AND A5 FOR CRITICAL FRAMING DETAILS. �g�oQµER M.My��t� TERRACE I A1.118� A1.119 811 ENTRY HALL VESTIBULE I I "°°D 1c i �j 101 103 - A1.116 SIDE ENTRY - 3,,,,,, 105 1 CONSTRUCTION KEY NOTES I ` A1.104 PORCH a •- 03 ® A1.010 PE WET BAR 1 B....... j- �Y �38883' �0 ;A1.118 A1.112 A2,010 __ EV. ` EST(BU VERIFY EXISTING CONSTRUCTION 1S SUITABLE FOR NEW TFOF t4 A1.117 - - -1 106 CONSTRUCTION,LOADS,AND CONNECTIONS.SEE O O STRUCTURAL DRAWINGS.UPGRADE AS REQUIRED. LIMIT OF WORK A1.111 G S _ A1.211 A1.010 A1.10_ BLUESTONE TERRACE PAVING:2"THICK;SET IN MORTAR A1.115 A1.110 A1.103 12 am 1 Q BED.18"x48°RUNNING BOND PATTERN.EXTERIOR GRADE S 104 1 SHOE ROO 107 CAULK AT JOINTS.SLOPE AWAY FROM BUILDING. A1.113 © I I A1.120 102 108 A1.102 CHADSWORTH SYNTHETIC COLUMN,IONIC ORDER,14"DIA. PARKING A1.114 I. - - - _ - - -v� A1.103 BLUESTONE TREADS AND RISERS:2°THICK TREADS,I" A1.106 / THICK RISERS;SET IN MORTAR BED.EXTERIOR GRADE ----- O CAULK AT JOINTS. Q PRO OFFICE 2 A I 1A41O 1 3 2 A1.104 DECORATIVE METAL GUARDRAIL(42"H)AND HANDRAIL CLUBHOUSE .. t ® BLUESTONE PATIO SET AT GRADE. • r - 1 A1.106 ADA COMPLIANT BLUESTONE RAMP HALFWAY HOUSE I ' , A1.207 01 A1.107 COORDINATE NEW COLUMN WRAP FRAMING AND FINISHES LOCATION PLAN WITH NEW CEILING DESIGN AND NEW LOCKER LAYOUT. 01 3 I I MEN'S LOCKER A8.101 p O A1.108 SCRAPE AND PAINT EXISTING EXTERIOR OPENINGS. CLUBHOUSE ADDITION 4.01 ROOM EVALUATE,REPAIR,REPLACE EXISTING TRIM,SCREENS, 109 Op STORMS,AND HARDWARE.REPLACEMENT SHALL MATCH A1.010 T EXISTING. r A1.109 REPAIR AND REFINISH EXISTING DOOR SILL A1.110 OURTYARD GRADING AND PAVING.SEE CIVIL RDINATE REMOVAL OF TTOM TREAD ITH NEW °� AWINGS. CO)p\\ A1.107 Cl Ai.111 REPLACE EXISTING TREADS AND RISERS WITH NEW BLIND BROOK CLUB a - 0 BLUESTONE TREADS AND RISERS. 980 ANDERSON HILL ROAD _T D A1.112 SCRAPE AND PAINT EXISTING COLUMNS AND ENTABLATURE. RYE BROOK, NY O9 A1.108 Al 53 PROVIDE DETAILS.NEW GLASS AND STEEL AWNING STRUCTURE.SEE ISSUE&REVISIONS t0 � + � DATE DESCRIP'110N In 1 1 1 REMOVE EXISTING AWNING STRUCTURE. 1 11/21/18 PLANNING BOARD SUBMISSION in TELEPHONE A1.115 REPLACE EXISTING HANDRAILS WITH NEW TO MATCH 2 05/08/20 ISSUE FOR BID ROOM O 1 EXISTING 5 05/29/2020 ADDENDUM 02 6 06/12/2WO ISSUE FOR PERMIT A1.108 10 I AIR 8T O A1.116 SALVAGE AND REFINISH EXISTING RAILING;EVALUATE AND 112 �_FFT I I I REPLACE AS REQUIRED. LEGEND - - - LIMIT of woAK E� A1.117 SCRAPE AND PAINT EXISTING TRIM,BRACKETS,RAFTERS, AND RAFTER TAILS. A1.010 A1.118 NEW PAINT AT EXISTING EXTERIOR STUCCO WALLS;PATCH AND REPAIR EXISTING STUCCO AS REQUIRED. 1 ! A1.119 NEW PAINT AT EXISTING LANDING. 1 A101 1 INTERIOR ELEVATION TAG REINF.CONC.FOUNDATION WALL A8.103 !' � A8104 � A1.120 PROVIDE BLOCKING FOR STORAGE CABINETS. 1 ----- REINF.CONC.FOOTING I A1.121 RELOCATE EXISTING WEATHER STATION. ----�� ENLARGED DETAIL TAG ® A1.123 PATCH AND REPAIR EXISTING PENETRATIONS W EXISTING NEW CONSTRUCTION o "^l EXTERIOR WALLS;FINISH TO MATCH EXISTING. o EXISTING TO REMAIN A1.207 TYPICAL FURRING AT EXISTING EXTERIOR WALLS:1 518" 1 SECTION TAG METAL STUDS 16 GA AT 16"O.C.WITH CLOSED CELL SPRAY 3.0 ROOM NAME MEN'S FOAM BETWEEN STUDS WITH NEW 5/8"GWB. ROOM NAME&NUMBER 101 BATHROOM A1.211 FOR CMU VOIDS NOT FILLED WITH GROUT AND EX18 REINFORCING PER STRUCTURAL DRAWINGS,FILL WITH GRID LINE ! FOAM FOR ACOUSTIC INSULATION. SCALE DATE 1 EXTERIOR ELEVATION TAG 101 DOOR TAG, A8103 A8.104 A8.103 EXISTING A2.008 CAST STONE COPING:7"THICK X 12•W;2'OVERHANG,SET 1/8"o V-0" JUNE 12 2020 SEE DOOR SCHEDULE .01 CLUBHOUSE IN MORTAR BED. SHEET TITLE A2.010 CAST STONE CAP:7"THICK X REQUIRED WIDTH;2" PROPOSED GROUND NEW OR RELOCATED DOOR WINDOW TAG, r -� -' OVERHANG;SET IN MORTAR BED. 0 SEE WINDOW SCHEDULE ' - A8.101 LOCKERS. FLOOR PLAN A1.001 KEY NOTE - l EXISTING DOOR TO REMAIN _�.�___.._._ �_.__ ' `-- A8.102 RELOCATE EXISTING HANDICAP BOARD. PROVIDE HARDWARE IF CORE TERIAL 1 A8.103 DECORATIVE MILLWORK COVER FOR MECHANICAL SCOPE. SCHEDULED IMATERIAL EMBLY CORE PARTITION TAG,SEE 0 AREA OF WORK ; A8.104 PATCH AND REPAIR EXISTING FINISHED WALL AND EXISTING PFMECT No. SHEET No. LIMIT OF WORK 'OR PARTITION SCHEDULE 1 20 FINISHED FLOOR. _ GROUND FLOOR PLAN !WALL IRE 0 Q'I�)PROPOSED 1/8•a 1'-0" BBC05.00 Al 801 EKiHT TING 6/10/2020 11:58:43 AM FRAMING NOTES 1 2 3 4 5 6 7 1.SEE WALL SECTIONS,DETAILS AND PROJECT MANUAL FOR ROGERS 2 2 1 INSTALLATION OF MATERIALS. 0 0 0 2.WALLS ARE DIMENSIONED TO FACE OF STUD.DOORS AND WINDOWS TO CENTERLINE. M CCAG G 3.STEEL IS DIMENSIONED TO FACE OF STEEL OR CENTERLINE OF STEEL ILIMIT OF WORK I ' I AS DENOTED BY STEEL GRIDLINES. ' I I 4.PLUMBING FIXTURES ARE DIMENSIONED FROM FACE OF STUD TO 1 CENTER LINE OF FIXTURE. 5.CONTROL JOINTS N WALLS AND SLABS SHALL BE 20'-0"O.C.MAXIMUM. ARCHITECTS I PLANNERS VERIFY EXACT LOCATIONS AND SPACING WITH ARCHITECT IN THE FIELD PRIOR TO CONSTRUCTION.COORDINATE WITH STRUCTURAL INTERIOR DESIGNERS DRAWINGS. 44 North Main Street,South Norwalk CT 06854 T 203 354 5200 F 203 354 5201 6.SEE INTERIOR ELEVATIONS FOR MILLWORK,CASEWORK,AND www rm-arch com - ® ® FINISHES. I ' 7.REFER TO STRUCTURAL ENGINEER DRAWINGS FOR APPLICABLE CIVIL ENGINEER DETAILS AND SPECIFICATIONS. AHNEMAN KIRBY A1212 1171 E.PUTNAM AVE. A1.203 A1.201 A1202 8.PROVIDE HOLD-DOWNS FOR CONTINUOUS LOAD PATH CONSTRUCTION WITH SIMPSON HURRICANE TIES.TIES TO BE INSTALLED BUILDING 1-SUITE 1A CONNECTING RIDGE BEAM TO RAFTER;RAFTER TO TOP PLATE;TOP RIVERSIDE,CT 06878 PLATE TO STUDS;STUDS TO SILL PLATE;AND SILL PLATE TO 203-869-4606 BOARD ROOM FOUNDATION.PROVIDE HEADER STUD STRAPS AT ALL OPENINGS AND 202 RAFTER-TO-RAFTER OVER-RIDGE STRAPPING.FOLLOW NAILING MEP ENGINEER SCHEDULE PER STATE BUILDING CODE FOR FRAMING AND SHEATHING. I TIETJEN VENEGAS 9.ALL WOOD WALL FRAMING,FLOOR JOISTS,CEILING JOISTS,AND ROOF E STREET, 68 PURCHASE EX I RAFTERS SHALL BE D.F.#2 OR BETTER WITH MINIMUM FBa1200 PSI.ALL RYE,NY.AS 10580 _ _ `- EXPOSED FRAMING MEMBERS SHALL BE#1 OR BETTER AND FREE OF CL. I ANY LUMBER DEFECTS. 914-967-9505 BATHROOM 203OM 10.INSTALL JOIST HANGERS ON ALL FLUSH CONNECTIONS. STRUCTURAL ENGINEER G A At 11.ALL BEAMS AND STRUCTURAL HEADERS TO HAVE 3"MINIMUM DAVID KUFFERMAN - - - A BEARING. 2170 REDDING RD, _ - EX Ex WOMENS HALL FAIRFIELD CT 06824 tt ,,,m 12 12 PROVIDE DOUBLE JACK STUDS AT OPENINGS WIDER THAN 36". ' WOMENS C?9� 203-256-1712 VEST. "=------- - PROVIDE DOUBLE KING STUDS AT OPENINGS WIDER THAN 48'. A1.213 204 II 1 13.PACK OUT HEADERS TO DEPTH OF WALL CAVITY WITH RIGID 0 6.03 INSULATION. UPPER 7 WOMEN'S 11 14 14.ALL WOOD IN CONTACT WITH CONRETE OR SOIL SHALL BE 1 »�+ to PRESSURE TREATED. a-D ARC FOYER ATHROOM 11 WOMEN'S j O 201 207 �OCKER ROOM I pM '��tkER q y/T �m 1 208 15.SEE SHEET SERIES A3 AND A5 FOR CRITICAL FRAMING DETAILS. 7 'S 1 4 1 O ER 16.PROVIDE MINERAL WOOL INSULATION,SOUNDPROOFING MEMBRANE, �r 4.0 210.1 C 208 AND ACOUSTICAL SEALANTS AT ALL PARTITIONS WHICH SEPARATE: 'k (D 21 SUITE FROM SUITE Y SUITE FROM CIRCULATION SPACE SUITE FROM BATHROOM .9�, 038883•, .�Q� LEV- -.__.---- SUITE FROM PUBLIC SPACE FOFN SUITE FROM STORAGE/MECHANICAL SPACE 'A1.117 A1.113 ( I -{• --- A pA C _ I A1.205 LIMIT OF WORK �X A1.211 I SUITE 1 X A1.204 r�NN rrr�rrr� 210 2 II .O I PARKING ATTIC ACCESS 1 A1.210 A1.313 211 1 A1.207 A1.305 Q PRO OFFICE ? O SUITE 8 A1.313 SUITE 2 O 2 CLUBHOUSE A1207 213 s _ �° CONSTRUCTION KEY NOTES 1 lj�---HALFWAY HOUSE 6 .01 2 / ADA 4 9 A1.30 _ A1.113 PROVIDE NEW GLASS AND STEEL AWNING STRUCTURE.SEE LOCATION PLAN 0 BATH 212,1 DETAILS. 21 1 A1.117 SCRAPE AND PAINT EXISTING TRIM,BRACKETS,RAFTERS, CLUBHOUSE ADDITION pX SUITE 3 XO AND RAFTER TAILS. A1.120 t 217 A1.204 A1.120 PROVIDE BLOCKING FOR STORAGE CABINETS. A1.122 &STORAG IEWA 215 A � A1.122 REUSE SALVAGED JANITOR SINK. _ p A1.201 COMPOSITE WRAPPED PERGOLA ROOF STRUCTURE. HALL I T 4 19 A1.202 COMPOSITE RAFTER TAILS.MATCH EXISTING RAFTER TAILS \ 209 17.1 / 21 i rFnill--, AT REAR TERRACE812. BLIND BROOK CLUB X I IWill, A1.203 PROVIDE THRU-WALL COPPER FLASHING AT PERGOLA SUITE 7 � CONNECTIONS TO EXTERIOR WALL CONSTRUCTION 980 ANDERSON HILL ROAD 216 Q Asa A1.204 s 219 4 A1.204 PROVIDE THRU-WALL COPPER FLASHING AT BASE OF NEW RYE BROOK,NY a A1.313 A1.313 EXTERIOR WALL,COORDINATE WITH NEW FLAT ROOF ISSUE m REVISIONS EIEX ASSEMBLY AND FLASHING. 71j A1.205 ADA SHOWER.COORDINATE SHOWER FLOOR WITH ® DATE DESCRW110N 6 21 _ _ DROPPED FLOOR FRAMING. 1 11/21/19 PLANNING BOARD SUBMISSION 6.04 - SO 1 I •` A1.206 REPAIR EXISTING FLASHING AT EXISTING EXTERIOR WALL, 2 05/08/20 ISSUE FOR BID SUITE 6 COORDINATE WITH NEW FLAT ROOF ASSEMBLY AND 5 05/29/2020 ADDENDUM 02 ! 2 6.1�7 \ 218 A T(;SPUITE 5 O FLASHING 6 08/12/2020 ISSUE FOR PERMIT Q A1.313 I I A1.207 TYPICAL FURRING AT EXISTING EXTERIOR WALLS:1 5/8' A1.209 p I METAL STUDS 16 GA AT 16"O.C.WITH CLOSED CELL SPRAY _ FOAM BETWEEN STUDS WITH NEW 5/8'GWB. LEGEND INFLL EXISTING WINDOW WITH NEW CONSTRUCTION; � it Al 205 "- O MIT OF WORK MATCH ADJACENT FINISHES. LI N N�NNN�rr� N� A1209 ADD NEW CODE COMPLIANT STAINED WOOD HANDRAIL 1 A1208 WITH METAL BRACKETS TO BOTH SIDES OF EXISTING STAIR. REMOVE EXISTING OPENING TRIM AND FRAMING AT TOP OF 1 A101 1 INTERIOR ELEVATION TAG REINF.CONC.FOUNDATION WALL STAIR TO ACCOMODATE RAILING EXTENSION. A1.210 SALVAGE AND REINSTALL EXISTING ATTIC ACCESS LADDER. 1 ----- REINF.CONC.FOOTING A1.211 FOR CMU VOIDS NOT FILLED WITH GROUT AND REINFORCING PER STRUCTURAL DRAWINGS,FILL WITH 1 ENLARGED DETAIL TAG NEW CONSTRUCTION FOAM FOR ACOUSTIC INSULATION. o EXISTING TO REMAIN A1.212 CLEAN AND REPAIR EXISTING FIREBOX AND FLUE. STORAGE A1213 SALVAGE AND REINSTALL RAILING AND HANDRAIL AT CODE 3.01 SECTION TAG ROOM NAME 221 101 COMPLIANT HEIGHT ROOM NAME&NUMBER A1.214 SCRAPE AND PAINT EXISTING CEILING. GRID LINE A1.304 REPAIR EXISTING SCUPPER.COORDINATE WITH NEW FLAT SCALE DATE 1 EXTERIOR ELEVATION TAG ROOF ASSEMBLY AND FLASHING.PROVIDE NEW COPPER \62.01 101 DOOR TAG, CLUBHOUSE DRAINAGE SYSTELEADER AND M,SEEUCIVILONNECT DRAW DRAWINGS. 1/8"a 1'-0' JUNE 12 2020 O SEE DOOR SCHEDULE a SHEETTITL.E -~- ' A1.305 CE INSI�OF ARAPET COORDINATE WITH NEW EPDM PROPOSED SECOND APET.NEW COPPER FLASHING AT NEW OR RELOCATED DOOR O WINDOW TAG, SEE WINDOW SCHEDULE _ ROOFING.PATCH AND REPAIR EXISTING STUCCO. FLOOR PLAN x A1.306 PROVIDE NEW COPPER SCUPPER,COORDINATE WITH NEW A1.001 KEY NOTE FLAT ROOF ASSEMBLY AND FLASHING.PROVIDE NEW EXISTING DOOR TO REMAIN, COPPER LEADER AND DOWNSPOUT,CONNECT TO PROVIDE HARDWARE IF ORE PAATERIAL 1 SUBSURFACE DRAINAGE SYSTEM,SEE CIVIL DRAWINGS. SCHEDULED ATERIAL EMBL 0 PROJECT NO. SHEET No. ���• LIMIT OF WORK ORE PARTITION TAG.SEE AREA OF WORK- A1.313 ALL THE NEW ENSUITE CLOSETS WILL HAVE PAINT GRADE 0 4' 8' WOOD SHELF AND PAINT GRADE WOOD POLE.TYP. IDT ALL RE PARTITION SCHEDULE ' 20 1 PROPOSED SECOND FLOOR PLAN 1/8Q 1-000 1,113 BBC05. A1 .02 EIGHT IRATING 6/10/202011:59:01 AM FRAMING NOTES 1 2 3 4 5 6 7 1 1.SEE WALL SECTIONS, 2 2 1 INSTALLATION OF MATERIALS.� D PROJECT MANUAL ROGERS 2.WALLS ARE DIMENSIONED TO FACE OF STUD.DOORS AND WINDOWS M c CAG G TO CENTERLINE. TL111 WORK__ �___�_—_�___ _—�___—� 3.STE DEEL ED IS IBY SIONED EL GRIO A CEOF STEEL OR CENTERLINE OF STEEL 4.PLUMBING FIXTURES ARE DIMENSIONED FROM FACE OF STUD TO CENTER LINE OF FIXTURE. 5.CONTROL JOINTS IN WALLS AND SLAMSHALL BE 20'-0"O.C.MAXIMUM. ARCHITECTS(PLANNERS VERIFY EXACT LOCATIONS AND SPACING WITH ARCHITECT IN FIELD PRIOR TO CONSTRUCTION.COORDINATE WITH STRUCTURAL INTERIOR DESIGNERS DRAWINGS. 44 North main Street,South Norwalk CT 06854 T 203 354 5200 F 203 354 5201 Z21 .__J_-_ 6.SEE INTERIOR ELEVATIONS FOR MILLWORK,CASEWORK,AND www.rm-arch com FINISHES. 7.REFER TO STRUCTURAL ENGINEER DRAWINGS FOR APPLICABLE CIVIL ENGINEER 7iF DETAILS AND SPECIFICATIONS. AHNEMAN KIRBY -A1.201 A1202 8.PROVIDE HOLD-DOWNS FOR CONTINUOUS LOAD PATH 1171 E. PUTNAM AVE. __LF L CONSTRUCTION WITH SIMPSON HURRICANE TIES.TIES TO BE INSTALLED BUILDING 1-SUITE 1 A CONNECTING RIDGE BEAM TO RAFTER;RAFTER TO TOP PLATE;TOP RIVERSIDE,CT 06878 PLATE TO STUDS;STUDS TO SILL PLATE;AND SILL PLATE TO 203-869_4606 FOUNDATION.PROVIDE HEADER STUD STRAPS AT ALL OPENINGS AND RAFTER-TO-RAFTER OVER-RIDGE STRAPPING.FOLLOW NAILING MEP ENGINEER SCHEDULE PER STATE BUILDING CODE FOR FRAMING AND SHEATHING. i TIETJEN VENEGAS 9.ALL WOOD WALL FRAMING,FLOOR JOISTS,CEILING JOISTS,AND ROOF 68 PURCHASE STREET, RAFTERS SHALL BE D.F.#2 OR BETTER WITH MINIMUM FB=1200 PSI.ALL RYE,NY.10580 EXPOSED FRAMING MEMBERS SHALL BE#1 OR BETTER AND FREE OF 914-967-9505 ANY LUMBER DEFECTS. IL � 10.INSTALL JOIST HANGERS ON ALL FLUSH CONNECTIONS. STRUCTURAL ENGINEER 11.ALL BEAMS AND STRUCTURAL HEADERS TO HAVE 3*MINIMUM DAVID KUFFERMAN �K .. _ -�•� ...-..y �. Lj -, A SEARING. 2170 BEDDING RD, 06824 12.PROVIDE DOUBLE JACK STUDS AT OPENINGS WIDER THAN 36" FAIRFI ELD CT,. 203-LD CT it PROVIDE DOUBLE KING STUDS AT OPENINGS WIDER THAN 48". _.._ A1.311 A1.309 � IC,C I13.PACK NSULATION. HEADERS TO DEPTH OF WALL CAVITY WITH RIGID tcctsc,cc. A1.308 ' 14.ALL WOOD IN CONTACT WITH CONREE OR SOIL SHALL BE PRESSURE TREATED. FLED ARc'y� A1.301 y Gj QNER M. � 15.SEE SHEET SERIES A3 AND A5 FOR CRITICAL FRAMING DETAILS. — -- Chit B ` �OF N� j EV 5 Ii - _- LIMIM OF W — - A1.310 �M NfiNNMrr� � - A1.307 PARKING A1.3o4 CONSTRUCTION KEY NOTES I 4.0 A7.305 , PRO OFFICE 2 Al 201 COMPOSITE WRAPPED PERGOLA ROOF STRUCTURE. r 4 2 CLUBHOUSE A1202 COMPOSITE RAFTER TAILS.MATCH EXISTING RAFTER TAILS h Al 312 AT REAR TERRACE 812. r - 1 A1.301 VAULTED CEILING AT WOMEN'S LOCKER ROOM, �•—HALFWAY HOUSE 01 COORDINATE WITH ROOF FRAMING 4�V A1.308 LOCATION PLAN BUILT-IN GUTTER WITH COPPER LINING.COORDINATE WITH ROOF FLASHING;MATCH EXISTING GUTTER CONSTRUCTION. ATTIC A1.303 NEW TILE ROOF.MATCH EXISTING.BLEND WITH EXISTTNG CLUBHOUSE ADDITION 301 O TILE ROOF AT INTERFACE OF EXISTING AND NEW. A1.304 REPAIR EXISTING SCUPPER.COORDINATE WITH NEW FLAT ROOF ASSEMBLY AND FLASHING.PROVIDE NEW COPPER � 1-+ ►� 1+�+ - LEADER AND DOWNSPOUT,CONNECT TO SUBSURFACE [� DRAINAGE SYSTEM,SEE CIVIL DRAWINGS. EXISTING STUCCO AT ACE INSIDE OF PAPRAPET COORD COORDINATE WITH NEARAPET.NEW COPPER FLASHING DM BLIND BROOK CLUB ROOFING.PATCH AND REPAIR EXISTNG STUCCO. > 980 ANDERSON HILL ROAD A1.311 ,$c1r A1.3os PROVIDE NEW COPPER SCUPPER,COORDINATE WITH NEW RYE BROOK,NY FLAT ROOF ASSEMBLY AND FLASHING.PROVIDE NEW y;C,t t COPPER LEADER AND DOWNSPOUT,CONNECT TO SUBSURFACE DRAINAGE SYSTEM,SEE CIVIL DRAWINGS. ISSUE&REVISIONS LYi A1.307 ATTIC ACCESS DOOR ® DATE DESCRIPTION t R'c . 3/4"PLYWOOD SUBFLOOR OVER CEILING JOISTS,ATTACH 2 ISSUE FOR BID LA1.309• � WITH SCREWS. 6 W1212020 ISSUE FOR PERMIT z L A1.309 DOUBLE HIP RAFTER,TYP.AT NEW HIP.SEE STRUCTURAL }� DRAWINGS. �T CSC A1.302' A1.310 PROVIDE FIRE RATED ASSEMBLY AT CEILING OF ELEVATOR t,CL SHAFT TO SEPARATE ELEVATOR SHAFT FROM EXISTING LEGEND -- -- : - - - - - ---- - r, �... h����; � E I ROOFFRAMNG. ��" ;' VERIFY INTERFACE OF EXISTING ROOF FRAMING AND NEW ~ 11� ' UMfT OF WORK ROOF FRAMING WITH STRUCTURAL ENGINEER. A1.312 IGNITION BARRIER OVER CLOSED CELL FOAM INSULATION 1 - A1.303 THROUGHOUT ATTIC. A1.401 NEW FLAT ROOF ASSEMBLY:NEW EPDM MEMBRANE OVER 1 A101 1 INTERIOR ELEVATION TAG REINF.CONC.FOUNDATION WALL - NEW TAPERED RIGID INSULATION(TAPER TO SCUPPERS) I OVER NEW VAPOR BARRIER OVER EXISTING STRUCTURAL 1 ----- REINF.CONC.FOOTING � ROOF ASSEMBLY. ENLARGED DETAIL TAG C NEW CONSTRUCTION F—S) o EXISTING TO REMAIN 1 SECTION TAG J 3.0 ROOM 101 NAME ROOM NAME 8 NUMBER GRID LINE )>;;: {C C SCALE DATE 1 Aj 1.1 T.(If c t'c 1/8"=1'-0" JUNE 12 2020 EXTERIOR ELEVATION TAG T�`�`Tlc,� EXISTING 01 101 DOOR TAG, T]x Cc c_c L �� CLUBHOUSE SHEET TITLE SEE DOOR SCHEDULE ;plj� �IIII NEW OR RELOCATED DOOR O WINDOW TAG, 1)_1;�;)`Z_z'�tC,C ', r---- PROPOSED ATTIC PLAN 't SEE WINDOW SCHEDULE �zxr. ►c'c.cc.c' ,� A1.001 KEY NOTE EXISTING DOOR TO REMAIN, f L------- PROVIDE HARDWARE IF ORE AERIAL l� 1\ PROJECT,No SHEET Na SCHEDULED ATERIAL EMBL --- --`� _ --— .0 AREA OF WORK ORE PARTITION TAG,SEE LIMIT OF WORK 4' 8' 4 IDT PARTITION SCHEDULE 1 2 0 ___,�� ALL IRE o PROPOSED ATTIC PLAN BBC05.00 A1 ,03 HEIGHT RATIN 1/8 m V-0" 6/10/2020 11:59:27 AM i 4 5 6 ROOF CONSTRUCTION NOTES 1.SEE WALL SECTIONS,DETAILS AND PROJECT MANUAL FOR 2 0 10 INSTALLATION OF MATERIALS. ROGER S 2.REFER TO STRUCTURAL EN GINEER DRAWINGS FOR APPLICABLE AND SPECIFICATIONS. M cCAG G Q ■ 0 i I I 3.PROVIDE HOLD-DOWNS FOR CONTINUOUS LOAD PATH N 4 L R OF WORK ����� � CONSTRUCTION WITH SIMPSON HURRICANE TIES.TIES TO BE INSTALLED CONNECTING RIDGE BEAM TO RAFTER;RAFTER TO TOP PLATE;TOP PLATE TO STUDS;STUDS TO SILL PLATE;AND SILL PLATE TO FOUNDATION.PROVIDE HEADER STUD STRAPS AT ALL OPENINGS AND RAFTER-TO-RAFTER OVER-RIDGE STRAPPING.FOLLOW NAILING 1/2"/1'-0" 7 1/2/V-0" 71/2"/1'-0' 1 "/1-0" =1 ( I SCHEDULE PER STATE BUILDING CODE FOR FRAMING AND SHEATHING. ARCHITECTS PLANNERS 4.ALL WOOD WALL FRAMING,FLOOR JOISTS,CEILINGNIMUM JOISTS,AND ROOFRAFTERS SHALL BE D.F.#2 OR BETTER WITH INTERIOR DESIGNERS EXPOSED FRAMING MEMBERS SHALL BE#ORIBETTER AND FREE OF44 North Main street,South Norwalk CT 06854 — --- ANY LUMBER DEFECTS. T 203 354 5200 F 203 354 5201 r— www.rm-arch.com 5.INSTALL JOIST HANGERS ON ALL FLUSH CONNECTIONS. CIVIL ENGINEER I I I I I J L I I I 6.ALL BEAMS AND STRUCTURAL HEADERS TO HAVE T MINIMUM AHNEMAN KIRBY BEARING. 1171 E.PUTNAM AVE. A1.201 A1:202 L I I Oro 1_ 7.SEE SHEET SERIES A3 AND A5 FOR CRITICAL FRAMING DETAILS. BUILDING 1-SUITE 1 A I 8.ROOF MATERIAL-PROVIDE TILE ROOF TO MATCH EXISTING TILE RIVERSIDE,CT 06878 ■ ■ I I I T/1'-0' ROOF.MATCH WIDTH,LENGTH,RADIUS,EXPOSURE.MATCH SURFACE 203-869-4606 Q 4 1 FINISH AND COLOR.MATCH PATTERN.INCLUDE ALL NECESSARY MEP ENGINEER I - ACCESSORY SHAPES SUCH AS RIDGE,HIP,TERMINATIONS,ENDS, 'v I I STARTERS,SHORT COURSES,EAVE CLOSURES,RAKES,AND TOP TIETJEN VENEGASASE STREET, _ FIXTURES.ADHERE TO TILE ROOFING INSTITUTE SPECIFICATIONS AND 68 PURCHASE DETAILS FOR INSTALLATION.INCLUDE NECESSARY ADHESIVES, RYE, ASNY.10580 A1.403 I I BATTENS,COUNTER BATTENS,CAULKING,SEALANT,FASTENERS,AND UNDERLAYMENT. 914-967-9505 y -- 9.PROVIDE FULL COVERAGE ICE AND WATER SHIELD.PROVIDE STRUCTURAL ENGINEER COUNTERFLASHING DETAILS IN ACCORDANCE WITH MANUFACTURER I ~ " '' " •."' "A 1-4N;; � SPECIFICATIONS AT ALL RAKES,VALLEYS,RIDGES,PENETRATIONS, DAVID KUFFERMAN — I — — u M J ,. u �y �Y >, ---- — A TRANSITIONS,CRICKETS,AND ROOF-TO-WALL INTERSECTIONS.TURN 2170 REDDING RD, _ I ;, _ �, - r ,C`C ��� ICE AND WATER SHIELD UP WALL 12"MIN. { CC FAIRFIELD,CT 06824 r ■ �,4 �1_iJ,.J uL CC, _CC, 10.COPPER FLASHING-PROVIDE 24 OZ x 18"WIDE COPPER FLASHING. 203-256-1712 � ,,. ^ ,„ INSTALL COPPER STEP FLASHING AT ROOF-TO-WALL INTERSECTIONS. -' N. 441 x PROVIDE CONTINUOUS COPPER DRIP EDGE AT PERIMETER OF ENTIRE ROOF.PROVIDE COPPER FLASHING AT:CAP FLASHING FOR TRIM , L �; ., ,.(,.,}U I C� ..,' ti' C} {C�'t'Ctt,C COMPONENTS;DRIP CAP ABOVE ALL WALL PENETRATIONS'WEEP ;'C c- rt cC'c(c; SCREED. " I V :.�.1�-tlJ w+ r-t K �+.!-f J+•1 �.�. f� H.1.� U r��� 1 l , I, 7 1/2"/1'-0 7 1/2'/1'-0" I ..�..C�`�...I..r�,.. �'r-� �..,.,�...,���... ,.., � `i T. �Ira —I i�` '�*' = r11.GUTTERS AND DOWNSPOUTS-PROVIDE COPPER LINING AT BUILT-IN c I I I I I I I••• GUTTERS.MATCH EXISTING GUTTER CONSTRUCTION AND FLASHING �FLG Cy DETAILS.PROVIDE LEADERS AND DOWNSPOUTS TO MATCH EXISTING. CONNECT ALL DOWNSPOUTS TO SUBSURFACE SYSTEM,SEE CIVIL ENGINEER DRAWINGS.EXTERIOR OF LEADERS AND DOWNSPOUTS —J L— �+� �*� SHALL BE FINISHED TO MATCH EXISTING. I L ^ryi.L LIMIT OF WORK'i MNNNN I I I A1.302 — I I A1.303 --_-- - f A1.402 A1.3a CONSTRUCTION KEY NOTES PARKING 1 I Ai.305 PRO OFFICE 2 I T if1'-0" T/1'-0" A1.201 COMPOSITE WRAPPED PERGOLA ROOF STRUCTURE. - ----- � A1.401 2 --CLUBHOUSE g. A1.202 COMPOSITE RAFTER TAILS.MATCH EXISTING RAFTER TAILS AT REAR TERRACE 812. 1 A1.302,BUILT-IN GUTTER WITH COPPER LINING.COORDINATE WITH �.—HALFWAY HOUSE 2 Al- Al 306 .01 ROOF FLASHING;MATCH EXISTING GUTTER CONSTRUCTION. 01 I I A1.303 NEW TILE ROOF.MATCH EXISTING.BLEND WITH EXISTTNG LOCATION PLAN TILE ROOF AT INTERFACE OF EXISTING AND NEW. - A1.3o4 REPAIR EXISTING SCUPPER.COORDINATE WITH NEW FLAT CLUBHOUSE ADDITION ROOF ASSEMBLY AND FLASHING.PROVIDE NEW COPPER LEADER AND DOWNSPOUT,CONNECT TO SUBSURFACE DRAINAGE SYSTEM,SEE CIVIL DRAWINGS. A1.305 EXISTING STUCCO PARAPET.NEW COPPER FLASHING AT b q �,;, C �'�+' D FACE INSIDE OF PARAPET,COORDINATE WITH NEW EPDM •. u",r ,ij- ROOFING.PATCH AND REPAIR EXISTING STUCCO. Vr-"�''' ''� "' PROVIDE NEW COPPER SCUPPER,COORDINATEASSEMBLY AND FLASHING.PROVIDE WITH NEW BLIND BROOK CLUB FLAT RCO PEROLEADER AND DOWNSPOUT,CONNECT TOE 980 AN D ERSON HILL ROAD SUBSURFACE DRAINAGE SYSTEM,SEE CIVIL DRAWINGS. '--� ' �I,• r- '" I �.I RYE BROOK NY T/1 ��r+� � ti �..... ..I. � C 7 �'r S•S•r+.� •� A1.401 NEW FLAT ROOF ASSEMBLY:NEW EPDM MEMBRANE OVER .ad �,T/1'-0't NEW TAPERED RIGID INSULATION(TAPER TO SCUPPERS) ISSUE 8 REVISIONS OVER NEW VAPOR BARRIER OVER EXISTING STRUCTURAL �'1 i�rti i11'�H Y1 r-i f .',t', ROOF ASSEMBLY. 1 11/21/9 PLANNING BOARD SUBMISSION EXISTING TILE ROOF.REPAIR AND/OR REPLACE DAMAGED 2 05/08/20 ISSUE FOR BID TILES. g 06/12/2020 ISSUE FOR PERMIT A1.403 EXISTING GUTTER.EVALUATE,REPAIR,AND/OR REPLACE �'� +� � �i_� H-��� n� (���• Al 302 AS REQUIRED;COORDINATE WITH ROOF FLASHING. _'>, NEW COPPER LOUVER FOR MEP EQUIPMENT.SEE MEP LEGEND _ _____-- =_ �;., {C --- E DRAWINGS.COORDINATE LOUVER FLASHING WITH ROOF UNDERLAYMENT. -' 'UMIT OF WORK NrM N� 1 I 1 A101 1 INTERIOR ELEVATION TAG I A1.403 REINF.CONC.FOUNDATION WALL I I ( A1.402 1 ----- REINF.CONC.FOOTING r--{� ENLARGED DETAIL TAG NEW CONSTRUCTION L ad o EXISTING TO REMAIN I I ! 1 SECTION TAGN. 3.01 ROOM NAME ROOM NAME 8 NUMBER 101 GRID LINE 101 EXTERIOR ELEVATION TAG SCALE DATE EXISTING 1/8"a V-0" JUNE 12 2020 101 DOOR TAG, SHEET TITLE SEE DOOR SCHEDULE CLUBHOUSE NEW OR RELOCATED DOOR 0 IN OW TA ,SCHEDULE F ,! PROPOSED ROOF PLAN A1.001 KEY NOTE 1. 1 EXISTING DOOR TO REMAIN, f PROVIDE HARDWARE IF ORE SCHEDULED ATERIAL EMBLY _ I1 E LIMIT OF WORK ORE PARTITION TAG,SEE '0 AREA OF WORK PROJECT No. SHEET Na (WALL IIDTRE PARTITION SCHEDULE 10 PROPOSED ROOF PLAN 0 4• 6' BBC05.00 20 EIGHT RATIN 1/8"a 1'-0' � A1 ,04 6/10/2020 11:59:55 AM 2 GENERAL NOTES 1 3 4 5 g 7 1.COORDINATE WITH MECHANICAL,ELECTRICAL,PLUMBING,AUDIO ROGERS 2 1 VISUAL,LIFE-SAFETY,AND SECURRTY DOCUMENTS.ALL SUCH SYSTEMS SHALL BE DESIGNED AND APPROVED BY AN ENGINEER LICENSED IN THE 0 •0 JURISDICTION. M C CAG G 2.COORDINATE MECHANICAL,ELECTRICAL,PLUMBING,AUDIO VISUAL, NN�iN��� N� N�NNNN�N LIMIT OF WORK LIFE-SAFETY,AND SECURITY LAYOUT WITH ARCHITECTURAL AND STRUCTURAL DOCUMENTS.FINAL LOCATIONS OF SUCH ITEMS SHALL BE AS DIRECTED BY THE ARCHITECT AND ENGINEER.VERIFY TYPE AND FINISH OF RELATED DEVICES,FIXTURES,AND ACCESSORIES WITH ARCHITECT. 3.CONTRACTOR SHALL COORDINATE ALL WORK DESCRIBED IN THE ARCHITECTS I PLANNERS DOCUMENTS AND SHALL DIRECT THE TRADE(S)RESPONSIBLE TO MAKE IN-FIELD ADJUSTMENTS AS REQUIRED SO AS TO ACHIEVE FINAL LAYOUT INTERIOR DESIGNERS INDICATED ON DOCUMENTS AND FIELD VERIFIED WITH ARCHITECT AND 44 North Main Street,South Norwalk CT 06854 ENGINEER. T 203 3S4 5200 F 203 354 5201 www rm-arch com 4.ALL ROUGH-IN WORK SHALL BE CONCEALED BEHIND WALLBOARD AND CEILING BOARD.NO SOFFITS,BOLD-OUTS,FURRING,TRIMS, CIVIL ENGINEER CONDUITS,CHASES,OR OTHER OTHER SUCH CONSTRUCTIONS OR ENCLOSURES SHALL BE PERMITTED.PROVIDE PERMANENT AHNEMAN KIRBY PROTECTIONS FOR ROUGH-IN WORK SO CURRENT AND FUTURE FINISH 1171 E.PUTNAM AVE. oil WORK SHALL NOT DAMAGE IN-PLACE ROUGH-IN WORK. BUILDING 1-SUITE 1 A 5.VERIFY LIGHT FIXTURE QUANTITY,TYPE,FINISH,LOCATION,AND RIVERSIDE,CT 06878 BATHROOM BEDROOM SWITCHING WITH ARCHITECT,ENGINEER,AND OWNER PRIOR TO ORDER 203-869-4606 EX02 EX04 AND INSTALL VERIFY MOUNTING REQUIREMENTS AND WEIGHT; COORDINATE WITH ADJACENT CONSTRUCTION.PROVIDE IN-CEILING MEP ENGINEER BLOCKING AS REQUIRED. BEDROOM TIETJEN VENEGAS 6.VERIFY DIFFUSER/GRILLEIREGISTER QUANTITY,TYPE,SIZE,FINISH, 68 PURCHASE STREET, _ LOCATION,AND T-STAT TYPE,FINISH,AND LOCATION WITH ARCHITECT RYE,NY.10560 AND ENGINEER PRIOR TO ORDER AND INSTALL ENSURE ADEQUATE SUPPLY AND RETURN.PREVENT OBSTRUCTION. 914-967-9505 7.PROVIDE BATHROOM EXHAUST FANS AT EACH BATHROOM.VENT T STRUCTURAL ENGINEER o1 I CL EXTERIOR. DAVID KUFFERMAN —` — A 8.BATHROOMS SHALL HAVE OCCUPANCY SENSORS. 2170 REDDING RD, FAIRFIELD,CT 06824 8--6- TEL 9.ALL LIGHTING ON DIMMERS.DRIVERS SHALL BE REMOTE LOCATED IN 203-256-1712 ACT CONCEALED AREA. STORAGEL 10.ALL SPINKLER HEADS SHALL HAVE FLEXIBILE CONNECTIONS TO ALLOW IN-FIELD ADJUSTMENT UP TO 24"RADIUS FROM INDICATED A1.009 EXIST R1•�1 _ LOCATION.MATCH SPRINKLER HEAD COVER PLATE COLOR WITH 23 EXIST - __ CEILING FINISH. 11.PROVIDE EXTRA LENGTH OF WIRE FOR ALL ELECTRICAL WORK TO D ARCy� ALLOW IN-FIELD ADJUSTMENT UP TO 60"RADIUS FROM INDICATED Gj Qt1ER 04 t- I - _ STORAGE STORAGE STORAGE GE 5 �� LOCATION. c� O 3 WITH ROUGH12.VERIFY EN DRAWINGCEPTACLE LOCATIONS SPECIFICATIONS,MANUFACTURERCOORDINATE WITH 13.VERIFY CONVENIENCE RECEPTACLE LOCATIONS WITH ARCHITECT, N �� ENGINEER,AND OWNER PRIOR TO ORDER AND INSTALL. �.9 03680 5 E T 4.0 '1 14.ALL ELECTRICAL DEVICE COVER PLATES SHALL BE SCREWLESS OF N C TYPE.VERIFY ELECTRICAL DEVICE AND COVER PLATE FINISH WITH WORK SHOP I ARCHITECT. 15.ALL TV LOCATIONS SHALL BE VERIFIED WITH OWNER AND ARCHITECT PRIOR TO ROUGH. I 16.VERIFY FINISHED CEILING HEIGHTS WITH INTERIOR ELEVATIONS. PARKING UNLESS OTHERWISE NOTED,CEILING HEIGHT SHOWN ON INTERIOR ELEVATIONS SHALL GOVERN. 2 _ R1.001 ^ 17.VERIFY LAYOUT AND CEILING COMPONENTS WITH INTERIOR Q PRO OFFICE ` )• ELEVATIONS.UNLESS OTHERWISE NOTED,CEILING COMPONENTS 9. SHOWN ON INTERIOR ELEVATIONS SHALL GOVERN. CLUBHOUSE CRAWL SPACE -�� - 007 REFLECTED CEILING KEY NOTES t--HALFwAYHOUSE LOCATION PLAN — A1.009 NEW LANDING CONSTRUCTION OVER EXISTING AREAWAY. CLUBHOUSE ADDITION R1 002 SEE DETAILS. R1.001 PATCH AND REPAIR EXISTING CEILING FINISHES AS REQUIRED FOR MEP WORK,TYPICAL THROUGHOUT AREA OF WORK. CART R1.002 COORDINATE NEW MEP WORK WITH EXISTING MEP STORAGE SYSTEMNEAT,CSLEAN EVEN EVON OF NEW MEP ENLY SPACED,G R K SHALL BE OUP IN COMMON PLANE, BLIND BROOK CLUB 001 BE STRAIGHT AND DIRECT,FORM RIGHT ANGLES AT CHANGE OF DIRECTION,BE PARALLEL TO BUILDING 980 ANDERSON HILL ROAD STRUCTURE;MAINTAIN EXISTING CLEARANCES FROM FINISHED FLOOR. RYE BROOK,NY ISSUE A REVISIONS ® DATE DESCRIPTION 2 05/08/20 ISSUE FOR BID j 6 06/12/2020 ISSUE FOR PERMIT LEGEND 1'-0" CEILING HEIGHT EXIST EXISTING CEILING TO EXIST CEILING HEIGHT TO EXISTINGMATCH ACT CEILING MATERIAL EXIST REMAIN UNCHANGED ACT CEILING MATERIAL ® 2x2 LAY-IN FIXTURE 0 RECESSED ® DIFFUSER DOWNLIGHTN�NN�NN © 2x4 LAY-IN FIXTURE O WALL SCONCE RETURN DIFFUSER 2x2 SURFACE MTD FIXTURE PENDANT LIGHT CEILING FAN SCALE DATE EXISTING 1/8"=V-0" JUNE 12 2020 2x4 SURFACE MTD FIXTURE UNDER CABINET CLUBHOUSE� SKEETTITLIE FIXTURE P PICTURE LIGHT PROPOSED BASEMENT LINEAR LED ------UP LIGHTING p0 SURFACE MOUNT RCP LINEAR LED WALL MOUNTED p PENDANT LIGHT ® FLUSH MOUNT 1 -----� .0 AREA OF WORK PROJECT No. SHEET No. ?o PROPOSED BASEMENT RCP o 4' .. DECORATIVE LIGHT FIXTURES PURCHASED BY N� —__ �� Al ■1 INTERIOR DESIGNER,INSTALL BY CONTRACTOR LIMIT OF WORK 1B"=1'-0" BBC05.00 6/10/202012:00:00 PM --- GENERAL NOTES 1 2 3 4 5 6 7 1.COORDINATE WITH MECHANICAL ELECTRICAL,PLUMBING AUDIO • G t - VISUAL,LIFE-SAFETY,AND SECUIRTY DOCUMENTS.ALL SUCH SYSTEMS ROGER S n. �p SHALL BE DESIGNED AND APPROVED BY AN ENGINEER LICENSED IN THE cl 1j_' --a_ ._]a JURISDICTION. MCCA(--,G 2.COORDINATE MECHANICAL,ELECTRICAL,PLUMBING,AUDIO VISUAL, LIFE-SAFETY,AND SECURITY LAYOUT WITH ARCHITECTURAL AND LIMIT O_F_WORK STRUCTURAL DOCUMENTS.FINAL LOCATIONS OF SUCH ITEMS SHALL BE AS DIRECTED BY THE ARCHITECT AND ENGINEER.VERIFY TYPE AND 2 1 FINISH OF RELATED DEVICES,FIXTURES,AND ACCESSORIES WITH .0 ARCHITECT. 3.CONTRACTOR SHALL COORDINATE ALL WORK DESCRIBED IN THE ARCHITECTS I PLANNERS DOCUMENTS AND SHALL DIRECT THE TRADE(S)RESPONSIBLE TO MAKE _-_ IN-FIELD ADJUSTMENTS AS REQUIRED SO AS TO ACHIEVE FINAL LAYOUT INTERIOR DESIGNERS 1171 INDICATED ON DOCUMENTS AND FIELD VERIFIED WITH ARCHITECT AND 44 North Main street.South Norwalk CT 06854 ENGINEER. T 203 354 5200 F 203 354 5201 4.ALL ROUGH-IN WORK SHALL BE CONCEALED BEHIND WALLBOARD www.rm-arch.com AND CEILING BOARD.NO SOFFITS,BUILD-OUTS,FURRING,TRIMS, CIVIL ENGINEER 4 CONDUITS,CHASES,OR OTHER OTHER SUCH CONSTRUCTIONS OR A1202 A1201 A1.102 ENCLOSURES SHALL BE PERMITTED.PROVIDE PERMANENT AHNEMAN KIRBY A2 005 PROTECTIONS FOR ROUGH-IN WORK SO CURRENT AND FUTURE FINISH 1171 E.PUTNAM AVE. WORK SHALL NOT DAMAGE IN-PLACE ROUGH-IN WORK. BUILDING 1-SUITE 1 A I Zi:�= 5.VERIFY LIGHT FIXTURE QUANTITY,TYPE,FINISH,LOCATION,AND RIVERSIDE,CT 06878 Q Q O O 6 SWITCHING WITH ARCHITECT,ENGINEER,AND OWNER PRIOR TO ORDER 203-869-4606 AND INSTALL.VERIFY MOUNTING REQUIREMENTS AND WEIGHT; FOYER BAR ! •21 COORDINATE WITH ADJACENT CONSTRUCTION.PROVIDE IN-CEILING MEP ENGINEER EX11 g?Ll 4j BLOCKING AS REQUIRED. Q TIETJEN VENEGAS 6.VERIFY DIFFUSER/GRILLE/REGISTER QUANTITY,TYPE,SIZE,FINISH, 68 PURCHASE STREET, LOCATION,AND T-STAT TYPE,FINISH,AND LOCATION WITH ARCHITECT RYE,NY.10580 AND ENGINEER PRIOR TO ORDER AND INSTALL.ENSURE ADEQUATE GRILL ROOM SUPPLY AND RETURN.PREVENT OBSTRUCTION. 914-967-9505 EX1 PINING ROOM I V-,IR1.1011 O 7.PROVIDE BATHROOM EXHAUST FANS AT EACH BATHROOM.VENT To STRUCTURAL ENGINEER EXTERIOR. DAVID KUFFERMAN T A S.BATHROOMS SHALL HAVE OCCUPANCY SENSORS. 2170 REDDING RD, ( .21 FAIRFIELD,CT 06824 it.0' I .. ' I CONCEALED AREA.o a 0 0 0 ��J 9.ALL LIGHTING ON DIMMERS.DRIVERS SHALL BE REMOTE LOCATED IN 20,3,-256-1712 RECEPTION GBTRO PHY RI OM E 15 105 ' 10'-3" ALLOW IN-FIELD ADJUSSTMADS EHALL HAVE FLEXIBILE NT UP O 24"RADIUS FROM INDICATED STORAGE S TO w °> - 8 9 WD LOCATION.MATCH SPRINKLER HEAD COVER PLATE COLOR WITH STORAGE `° R1.102 7.01 7.01 ° 10'-8" CEILING FINISH. I EX16 m °> ELEVATOR j GWB 11.PROVIDE EXTRA LENGTH OF WIRE FOR ALL ELECTRICAL WORK TO �RtrD ARp ENTRI�HALL VESTIBULE 11'-0" MEWS OUNGE ALLOW IN-FIELD ADJUSTMENT UP TO 60"RADIUS FROM INDICATED QN�R M TF GWB � 110 1 LOCATION. ° �o A oc, O N p 6 .0 12.VERIFY RECEPTACLE LOCATIONS WITH EQUIPMENT.COORDINATE WITH ROUGH-IN DRAWINGS,SPECIFICATIONS,MANUFACTURER DATA. WD 13.VERIFY CONVENIENCE RECEPTACLE LOCATIONS WITH ARCHITECT,F_ N �' VES778U 1 -0„ - B ENGINEER,AND OWNER PRIOR TO ORDER AND INSTALL. �qT �38883', r VARIES I� ° 106 aW8 14.ALL ELECTRICAL DEVICE COVER PLATES SHALL BE SCREWL FESS - I GWB , 0 \ E•1' 10'-0" — �- -r "'-` -- C TYPE.VERIFY ELECTRICAL DEVICE AND COVER PLATE FINISH WITH LIMIT OF WORK ' \ I ACT fR1.103 ARCHITECT. A TT STORAGE 104 _ S e 15.ALL TV LOCATIONS SHALL BE VERIFIED WITH OWNER AND 1 ARCHITECT PRIOR TO ROUGH. - 102 �� � I — R1 105 N , 16.VERIFY FINISHED CEILING HEIGHTS WITH INTERIOR ELEVATIONS. PARKING I Lr—————— J l ————— J UNLESS OTHERWISE NOTED,CEILING HEIGHT SHOWN ON INTERIOR ——— ELEVATIONS SHALL GOVERN. 10,-6" GWB R1.106 17.VERIFY LAYOUT AND CEILING COMPONENTS WITH INTERIOR Q —PRO OFFICE 2 I M I 2 ELEVATIONS.UNLESS OTHERWISE NOTED,CEILING COMPONENTS SHOWN ON INTERIOR ELEVATIONS SHALL GOVERN. CLUBHOUSE-- - i I ' •� IF A8.101 t� - , L------ J ___—_ REFLECTED CEILING KEY NOTES Q�—��AYHOUSE L L � - ----- - - - —-- —— ------ ----— - LOCATION PLAN 1 I 12'-7" i 1' 81_5" 1, GWB A1.102 CHADSWORTH SYNTHETIC COLUMN,IONIC ORDER,14"Dw CLUBHOUSE ADDITION f �0 90 A1.107 COORDINATE NEW COLUMN WRAP FRAMING AND FINISHES WITH NEW CEILING DESIGN AND NEW LOCKER LAYOUT. A1201 COMPOSITE WRAPPED PERGOLA ROOF STRUCTURE. J. _ L_ -- -- I —.I---------1 --- i FA 1-222 COMPOSITE RAFTER TAILS.MATCH EXISTING RAFTER TAILS BROOK K -2• r 011 BLIND N D-( I ACT A1.1077■ AT REAR TERRACE 812. OO CLUB f ° A2.005 STUCCO PIER WITH STUCCO BASE DETAIL 980 ANDERSON HILL ROAD A2.Q06 PILASTER:5/4x COMPOSITE WRAP WITH APPLIED _ COMPOSITE BASE MOULDING AND CAP MOULDING. RYE BROOK,NY • ISSUE&REV18101141 l;L_---�J L- ---------- N L-----J Ae.,o, LOCKERS. ® DATE DESCRIPTION R1.00, PATCH AND REPAIR EXISTING CEILING FINISHES AS 2 0508120 ISSUE FOR BID REQUIRED FOR MEP WORK,TYPICAL THROUGHOUT AREA 6 06/12/2020 ISSUE FOR PERMIT OF WORK. STAIR STORAGE,'; I ___-t� R1.101 APPLIED CEILING TRIM.REFRE TO A7.02 FOR ADD'L ® 112 a r•-------------� r------ INFORMATION R1.102 CEILING BEAM.SEE INTERIOR ELEVATIONS. LEGEND -- 'uMrr OF WORK --- —�E� ROOM R1.103 PANELED HEAD AT OPENING,SEE INTERIOR ELEVATIONS. EXIST 8'-0" 11 j R1.104 PILASTER.SEE INTERIOR ELEVATIONS. EXIST GWB R1.105 SOFFIT.SEE INTERIOR ELEVATIONS. 1'-0" CEILING HEIGHT EXIST EXISTING CEILING TO EXIST CEILING HEIGHT TO R1.108 COFFERED CEILING DETAIL.SEE INTERIOR ELEVATIONS. EXISTINGMATCH ACT j CEILING MATERIAL EXIST REMAIN UNCHANGED ACT CEILING MATERIAL ± ( R1.107 OPEN TO ABOVE © 2x2 LAY-IN FIXTURE 0 RECESSED DOW NL10HT ® DIFFUSER ' © 2x4 LAY-IN FIXTURE d WALL SCONCE z RETURN DIFFUSER MEN'S BATHROOM 2x2 SURFACE MM FIXTURE PENDANT LIGHT CEILING FAN EX18 SCALE DATE EXISTING 1/8"=1,4r JUNE 12 2020 2x4 SURFACE MM FIXTURE UNDER CABINET CLUBHOUSE FIXTURE � PICTURE LIGHT SHEET TILE ------ PROPOSED GROUND � LINEAR LED ------UP LIGHTING OO SURFACE MOUNT _ - FLOOR RCP 71 r---------1 LINEAR LED WALL MOUNTED PENDANT LIGHT ® FLUSH MOUNT �- 1 AREA OF WORK �` PROJECT No. SHEET No. .0 DECORATIVE LIGHT FIXTURES PURCHASED BY 2 --- INTERIOR DESIGNER,INSTALL BY CONTRACTOR 0 (II-)PROPOSED GROUND FLOOR RCP 0 4' 8' BBC05-oo Al .11 1/8 0 1-0" 6/10/2020 12:00:37 PM GENERAL NOTES 1 2 3 4 5 6 7 -��� � � 1.COORDINATE WITH MECHANICAL,ELECTRICAL,PLUMBING,AUDIO RO G E RS -_._ 2 1 VISUAL,LIFE-SAFETY,AND SECUIRTY DOCUMENTS.ALL SUCH SYSTEMS 0 0 SHALL BE DESIGNED AND APPROVED BY AN ENGINEER LICENSED IN THE _7rJURISDICTION. �/�� 2.COORDINATE MECHANICAL,ELECTRICAL,PLUMBING,AUDIO VISUAL, I(�^"IC H G LIFE-SAFETY,AND SECURITY LAYOUT WITH ARCHITECTURAL AND LIMIT OF WORK I STRUCTURAL DOCUMENTS.FINAL LOCATIONS OF SUCH ITEMS SHALL I BE AS DIRECTED BY THE ARCHITECT AND ENGINEER.VERIFY TYPE AND FINISH OF RELATED DEVICES,FIXTURES,AND ACCESSORIES WITH ARCHITECT. / 3.CONTRACTOR SHALL COORDINATE ALL WORK DESCRIBED IN THE ARCHITECTS I PLANNERS DOCUMENTS AND SHALL DIRECT THE TRADE(S)RESPONSIBLE TO MAKE IN-FIELD ADJUSTMENTS AS REQUIRED SO AS TO ACHIEVE FINAL LAYOUT INTERIOR DESIGNERS INDICATED ON DOCUMENTS AND FIELD VERIFIED WITH ARCHITECT AND 44 North Main Street.South Norwalk CT 06854 ENGINEER. T 203 354 5200 F 203 354 5201 -_- - .-,- 4.ALL ROUGH-IN WORK SHALL BE CONCEALED BEHIND WALLBOARD www.rm-arch.com - AND CEILING BOARD.NO SOFFITS,BULD-OUTS,FURRING,TRIMS, CIVIL ENGINEER CONDUITS,CHASES,OR OTHER OTHER SUCH CONSTRUCTIONS OR ENCLOSURES SHALL BE PERMITTED.PROVIDE PERMANENT AHNEMAN KIRBY PROTECTIONS FOR ROUGH-IN WORK SO CURRENT AND FUTURE FINISH 1171 E.PUTNAM AVE. WORK SHALL NOT DAMAGE IN-PLACE ROUGH-IN WORK. BUILDING 1-SUITE 1 A 5.VERIFY LIGHT FIXTURE QUANTITY,TYPE,FINISH,LOCATION,AND RIVERSIDE,CT 06878 SWITCHING WITH ARCHITECT,ENGINEER,AND OWNER PRIOR TO ORDER 203-869-4606 BOARD OOM AND INSTALL.VERIFY MOUNTING REQUIREMENTS AND WEIGHT; 20 COORDINATE WITH ADJACENT CONSTRUCTION.PROVIDE IN-CEILING MEP ENGINEER BLOCKING AS REQUIRED. TIETJEN VENEGAS 6.VERIFY DIFFUSERIGRLLE/REGISTER QUANTITY,TYPE,SIZE,FINISH, 68 PURCHASE STREET, LOCATION,AND T-STAT TYPE,FINISH,AND LOCATION WITH ARCHITECT RYE,NY.10580 AND ENGINEER PRIOR TO ORDER AND INSTALL ENSURE ADEQUATE EXIST EXIST EXIST SUPPLY AND RETURN.PREVENT OBSTRUCTION. 914-967-9505 31 23p ���M GWB GWB GWB 7.PROVIDE BATHROOM EXHAUST FANS AT EACH BATHROOM.VENT TO STRUCTURAL ENGINEER EXTERIOR. DAVID KUFFERMAN - (A 8.BATHROOMS SHALL HAVE OCCUPANCY SENSORS. 2170 REDDING RD, - wi�lEl�sHAu - -^-- FAIRFIELD,CT 06824 .0 UPPER a 41- 205 a I I - �� CONCEALED AREA.9.ALL LIGHTING ON DIMMERS.DRIVERS SHALL BE REMOTE LOCATED IN 203-256-1712 UPPER R1.203 - x FOYER I l ° +� R1.208 201 " I WOMEN'S 10.ALL SPINKLER HEADS SHALL HAVE FLEXIBILE CONNECTIONS TO ER ROO OCK ALLOW IN-FIELD ADJUSTMENT UP TO 24"RADIUS FROM INDICATED EXIST 6 ° SLOPE LOCATION.MATCH SPRINKLER HEAD COVER PLATE COLOR WITH GWB + ° I ! WD CEILING FINISH. WO EN ;�.w 11.PROVIDE EXTRA LENGTH OF WIRE FOR ALL ELECTRICAL WORK TO R1.001 EXIST ° ° ATHROO ALLOW IN-FIELD ADJUSTMENT UP TO 60"RADIUS FROM INDICATED GWB I4 BATH 207 i i ° ° , LOCATION. / 60 2101 ! ° ° G',B I 3.0 12.VERIFY RECEPTACLE LOCATIONS WITH EQUIPMENT.COORDINATE *" r R, o ) °�° WITH ROUGH-IN DRAWINGS,SPECIFICATIONS,MANUFACTURER DATA. .2� i 1. --== 1 13.VERIFY CONVENIENCE RECEPTACLE LOCATIONS WITH ARCHITECT, Nj• o3aeg3-, C ®� I I ---= ­­� - ---r SURE 1 -- - - - EXIST ° ° TV- of R1.203_ = ENGINEER,AND OWNER PRIOR TO ORDER AND INSTALL 9TFOF NE�y A1.117 A1.113 5 210 GWB i 14.ALL ELECTRICAL DEVICE COVER PLATES SHALL BE SCREWLESS ut 0 ELEV. ® C TYPE.VERIFY ELECTRICAL DEVICE AND COVER PLATE FINISH WITH °' I EXIST E-1 ARCHITECT. LIMIT OF WORK GWB EXIST STAIR EXIST I GWB 15.ALL TV LOCATIONS SHALL BE VERIFIED WITH OWNER AND EXIST u GW8 GWB GWB ARCHITECT PRIOR TO ROUGH. GWB j - 1 I p 16.VERIFY FINISHED CEILING HEIGHTS WITH INTERIOR ELEVATIONS. PARKING g UNLESS OTHERWISE NOTED,GEEING HEIGHT SHOWN ON INTERIOR 1 - - SUITE 2 ELEVATIONS SHALL GOVERN. SUITE 8 A1.307 fli ® 212 'r PRO I 213 HALL, IgT CE 17.VERIFY LAYOUT AND CEILING COMPONENTS WITH INTERIOR Q O 2 ® 209 FF EX GWB 2 ELEVATIONS.UNLESS OTHERWISE NOTED,CEILING COMPONENTS CLUBHOUSE r EXIST EXIST 4 3 SHOWN ON INTERIOR ELEVATIONS SHALL GOVERN. GWB GWB R1.001 REFLECTED CEILING KEY NOTES @�- HALFWAY HOUSE EXIST o i1-BATH 8 ( S -- - ----- 213.1 4 �. UIT r 6 Sim LOCATION PLAN GWB ° DA t TH9 BATH 217 20 CLUBHOUSE A1.113 PROVIDE NEW GLASS AND STEEL AWNING STRUCTURE.SEE E ADDITION ON 212.1 - Sim DETAILS. 7 A1.117 SCRAPE AND PAINT EXISTING TRIM,BRACKETS,RAFTERS, C S ST RA EJE] ® EXIST �0 AND RAFTER TAILS. ° ' D A1.214 SCRAPE AND PAINT EXISTING CEILING. _ BATH 3 _ 91 cr "i 217.1 ® ---- - A1.307 ATTIC ACCESS DOOR i ° o R1.202: o SUITE 4 I - R1.001 PATCH AND REPAIR EXISTING CEILING FINISHES AS BLIND BROOK CLUB SURE 7 A T 2191 O REQUIRED FOR MEP WORK,TYPICAL THROUGHOUT AREA 216 ® R1.201 OF WORK. OUGHOU EA 980 AN D ERSON HILL ROAD ® ® R1.201 NEW RAFTER TAILS.MATCH EXISITNG SHAPE,WIDTH AND HALL ExST EXIST SPACING.SALVAGE EXISTING RAFTER TAILS REMOVED RYE BROOK.NY R1202 ® R1202 ® ® GYUB ® GWB IST R1.00 DURING DEMOLITION TO CREATE A TEMPLATE FOR NEW ` RAFTER TAILS. ISSUE a REVISIONS �i WB j R1.202 COVED PLASTER WITH TRIM TO MATCH EXISTING,TYPICAL 2� DATE DESCRIPTION o SURE o SURE 5 EXIST THROUGHOUT SECOND FLOOR AREA OF WORK SALVAGE 2 05/08/20 ISSUE FOR BID 218 220 GWB EXISTING DURING DEMOLITION TO CREATE TEMPLATE FOR NEW. 6 06/12/2020 ISSUE FOR PERMIT DA PA 7 R1.205 ® - _ ® R1.203 FINISHED SOFFIT ABOVE LOCKERS,SEE INTERIOR C2_1'6_.1QIiii STA R o 218.1 EXIST I 220.1 EXIST ELEVATIONS. 01 E 2 t GWB l GWB R1.204 DECORATIVE BEAM,SEE INTERIOR ELEVATIONS. LEGEND - - E R1.205 WALL MOUNTED LED CLOSET LIGHT ON MAGNETIC JAMB EXIST SWITCH AT ALL CLOSETS,TYP. - - GWB `- -�--1 LIMIT OF WORK R1.2�4"PAINT GRADE FLAT STOCK TRIM IN'X'DESIGN,W/ PERIMETER 4"BORDER BATHROOM EXISTING MATCH EXISTING 218 RAFTER TAIL RAFTER TAIL 1'-0" CEILING HEIGHT EXIST EXISTING GEEING TO EXIST CEILING HEIGHT TO SPACING SPACING,TYP. EXISTINGMATCH ACT CEILING MATERIAL EXISTJ REMAIN UNCHANGED ACT CEILING MATERIAL STORAG 221 © 2x2 LAY-IN FIXTURE 0 RECESSED ® DIFFUSER DOW NLIGHT 2x4 LAY-IN FIXTURE g WALL SCONCE z RETURN DIFFUSER 2x2 SURFACE MTD FIXTURE PENDANT LIGHT CEILING FAN SCALE DATE EXISTING 1/8"=V-0" JUNE 12 2020 2x4 SURFACE MTD FIXTURE UNDER CABINET g CLUBHOUSE PICTURE LIGHT FIXTURE SHEET TTTLE --------- PROPOSED SECOND 0 LINEAR LED ------UP LIGHTING QO SURFACE MOUNT FLOOR RCP LINEAR LED WALL MOUNTED � PENDANT LIGHT (8) FLUSH MOUNT 1 p PROJECT No. SHEET Na DECORATIVE LIGHT FIXTURES PURCHASED BY ?o PROPOSED SECOND FLOOR RCP o a' 8, AREA OF WORK INTERIOR DESIGNER,INSTALL BY CONTRACTOR i 1/8°=1'-0° BBC05.00 A1 .12 6/10/2020 12:01:06 PM �1 �2 s 2 3 4 5 6 7 I ROGERS I A2.001 M� A t'-p• C G G T i-1.._i 1-:, t { i i'1! i I�1�.,i.'k 'S"'� -.•t:.-s �'t Q 7" A1.302 A1.402 -, "J I i'1 1 t i I I"i I k. t 1 1-"1 1 I 1'1 Tr^•., ;� � \ �.. ����r^ , ^.,1ti"•` 1�`r' �-..' `•r,• �C� A1.117 T. PLATE 7�4 Y� -•^ r -- _ G•_ - u' L ARCHITECTS PLANNERS ® A2.002 INTERIOR DESIGNERS . ,.�'ti, �� ��} ,� . •��� ••I ("�u I..:--�I _ q2 pa3 44 North Main Street,South Norwalk CT 06854 ,.{ T 203 354 5200 F 203 354 5201 r` I i www.rm-arch.com l I Ir- , � Z• ! ND A1.112 '''r� �'r•„ � EXISTING SECOND `- - - - - ELEV 12' 4 CI R r - - -�'^�� -�-,-. _- '-�-�•`�- �---_----� -' � _ _ FLOOR FF _ A1.11 - CIVIL ENGINEER r I" .•_' ________.______. _ � I:'=-- - AHNEMAN KIRBY .1.1 .� r _ 1171 E.PUTNAM AVE. i - tttt �; BUILDING 1 SUITE 1 A •� :I I 1 , X , p..I. ''•{_�'� �'I , I , , � ._:..�. I !1.I..� .•..Y••�+�^`�M w..w•rl., TI t, - - A1.118 068 8 I I:'•.�T1 �`,�-1.:'��. 'i�,�' .,r r .�;, � ,..:rl, �,.i ! '!�T-�..1 .I I �,1 i RIVERSIDE CT 7 �' a1.�t6 �' - 203-869-4606 M71 (; j EXISTING FIRST FLOOR MEP ENGINEER I I EF V:0'-o• TIETJEN VENEGAS -- 68 PURCHASE STREET, I I --• A1.103 RYE,NY.10580 I I I A1.118}-- A1.109 A1.110 Al 111 LIMIT OF WORK A2007 - I I I I T.O.FOOTING AT 914-967-9505 I TERRACE-- I I I I A2008 I iIMIT OF W RK E V:6'-6° J L_J STRUCTURAL ENGINEER - -1- -1----�- - -� ! _ BASEMENT DAVID KUFFERMAN I I I ----y I - - - I I E v:9'-8• _ _ _ _ _ - BASEMENT SUB LEVEL 2170 REDDING RD, --------------- --------�- ------- -� $Eiv.-t2'-b FAIRFIELD,CT 06824 Umfr GF• ___ �T.O.ELEVATORPIT 203-256-1712 7 6 5 4 3 2 �+•1�; � NN N ELEv:-ta-8 PROPOSED NORTH ELEVATION o a' 6' 1 2 s 1/8*-V-0" .01 .01 a. 9+0 ARp N N�Ntittt�tttttllN N�tr l I...� I `y NER M A1.20 A2.001 �r A2.004 V.0" rr� I_• Q� 7 � ,r d E ••�� n .,••; .. { �. - - 1:':f.:`I 1,-1 I i I !('1(r i ! FOF Ir l-: -•-7.y-'rr�r'i- e.�' -fir,�•f-t• -�i-•- -L� \\., I i.f 1 .1 I A t.so2 ;�-•r� �r.`��,-� �'�,-�.�,�••�7.,�-.�: t,.� I rr_. _ _. _ � - �i11 �,., i 1 .- •�•... �I i•�-r--r I-;.-a-r-i_r...I...;..F....�.(..�1..1..�.r.. ,_1...1.r..l-. � � HI ELEV�2'T 0" 77-1 ��' t� "� Sim -- -I t r PARKING .21 --- I �(-- i. -..- -- -- -------' EXISTING SECOND ---- - - - -- - I -- - - ---==- - - -_- ----- _ -- - - � z�___ _.�•._ PRO OFFICE __- _ _ - - _- == _- �- FLOOR FF Q - - 77, - - A2.005 `••�, �,•�W'Il�_•�i�l;-`J l _l I -' --.:...�.. ..• �...... ....�.. .... _ ....v..��_._._. �-:..-..:-� .�j - ° , ;... i-T I f 3�-- :a r-;---11===- r l 111: ELEV 12 4 • II i ;�.-_; •_ 1 4-�..•�. �I ... •i i� -- --•r - CLUBHOUSE A1.201 - -- Al 1021 T'"tr '7 , ,. .:I'1.1 'I !. f� I _ I , ; I AY H.IM ,., 1.1.7 tl�- ;I ! i �i I II I. , � -'t .�.`. y - �' LOCATION PLAN t -Jill r ' f I !; I I 1 i. I I j I:° I i! J '=I 11 %; : ;f EXISTING FIRST FLOOR ' P��--- - •.airy;--,�_ nerd a1-.J I I �� - - CLUBHOUSE ADDITION A2.003 - r: Al 03 �+ I I I I T.O.FOOTING AT - -- - - - - -- --..L .__I---- - - - - -I -1__-. .-. _. - - - I- �- - r,TERRACE IA2.00 I A1.105 A2. 7 I I I I I I ELEV:-6'-6" _ I I �BASEMENT ---i--� ELEV:-9'.8" BLIND BROOK CLUB LIMIT OF WORK t - --- - f BASEMENT SUB LEVEL 980 AN DERSON HILL ROAD EL :-12'-o �Ts��LEVATOI��R_-- RYE BROOK,NY ELEV:-14'-8" PROPOSED SOUTH ELEVATION o a' 6' ISSUE&REVISIONS 2 1/8•.1'-0" ® DATE DESCRIPTION 1 11/21/19 PLANNING BOARD SUBMISSION 2 05/08/20 ISSUE FOR BID 6 06/12/2020 ISSUE FOR PERMIT LEGEND ELEVATION NOTES ELEVATION KEY NOTES ENLARGED 1.VERIFY ALL MECHANICAL,ELECTRICAL,PLUMBING,AUDIO VISUAL,LIFE-SAFETY,AND SECURITY LOCATIONS IN THE FIELD 11.MASONRY FLAT WORK-ADHERE TO INTERNATIONAL MASONRY INSITUTE STANDARDS FOR BEST PRACTICE A1.101 BLUESTONE TERRACE PAVING:2"THICK;SET IN MORTAR Al 201 COMPOSITE WRAPPED PERGOLA ROOF STRUCTURE. DETAIL TAG W�THE ARCHITECT PRIOR TO ROUGH-IN. INSTALLATION AND DETAILING UNLESS OTHERWISE NOTED.MORTAR SHALL COMPLY WITH ASTM STANDARDS AND BE BED.18•x48°RUNNING BOND PATTERN.EXTERIOR GRADE RATED FOR INTENDED USE AND EXPOSURE.USE EXTERIOR GRADE GROUT MATCHING CAULK AT ALL FLAT AND/OR CAULK AT JOINTS.SLOPE AWAY FROM BUILDING. A1.202 COMPOSITE RAFTER TAILS.MATCH EXISTING RAFTER TAILS 2.ALL ROUGH-IN WORK SHALL BE CONCEALED BEHIND SHEATHING.NO SOFFITS,BUILD-OUTS,FURRING,TRIMS,OR OTHER HORIZONTAL COMPONENTS AND JOINTS.COORDINATE WITH FLASHING AND WATERPROOFING.CAPS,COPING, AT REAR TERRACE 812. 1 SECTION TAG,i.e.SEE SUCH CONSTRUCTIONS OR ENCLOSURES SHALL BE PERMITTED.PROVIDE PROTECTIONS FOR ROUGH-IN WORK SO WATERTABLES,AND SILLS SHALL HAVE WASH OR PITCH TO EXTERIOR.SPECIFIED FINISH SHALL BE AT ALL EXPOSED A1.102 CHADSWORTH SYNTHETIC COLUMN,IONIC ORDER,14"DIA. W.01 DETAIL 1 ON DRAWING A101 CURRENT AND FUTURE EXTERIOR ENVELOPE WORK SHALL NOT DAMAGE IN-PLACE ROUGH-IN WORK. SURFACES INCLUDNG SIDES AND UNDERSIDE.MASONRY UNITS SHALL BE SOUND AND FREE FROM TOOL MARKS.VERIFY A1.302 BUILT-IN GUTTER WITH COPPER LINING.COORDINATE WITH TYPE,LAYOUT,FINISH,AND LOCATION WITH ARCHITECT PRIOR TO INSTALLATION. A1.103 BLUESTONE TREADS AND RISERS:2•THICK TREADS, ROOF FLASHING;MATCH EXISTING GUTTER CONSTRUCTION. THICK RISERS;SET N MORTAR BED.EXTERIOR GRADE - GRID LINE 3.COORDINATE ALL FRAMING AND SHEATHING WITH ALL FINISHES.PROVIDE AND INSTALL MANUFACTURER APPROVED A1.303 NEW TILE ROOF.MATCH EXISTING.BLEND WITH EXISTTNG CAULK AT JOINTS. 0 UNDERLAYMENT AND SUBSTRATES FOR ALL FINISHES. 12.EXTERIOR TRIMS,PROFILES,AND DETAILS-EXTERIOR TRIMS,PROFILES,AND DETAILS SHALL MATCH EXISTING TILE ROOF AT INTERFACE OF EXISTING AND NEW. EXACTLY.SALVAGE EXISTING REMOVED DURING OPERATIONS AND SURVEY EXISTING TO CREATE TEMPLATES,MOCKUPS, A1.104 DECORATIVE METAL GUARDRAIL(42"H)AND HANDRAIL 101 DOOR TAG, 4.PROVIDE AND INSTALL ALL ACCESSORIES,HARDWARE,FIXTURES,AND FURNISHINGS IDENTFIED OR NECESSARY FOR AND ASSEMBLIES.REVIEW WITH ARCHITECT IN FIELD PRIOR TO ORDER AND INSTALL. A1.402 EXISTING TILE ROOF.REPAIR AND/OR REPLACE DAMAGED O SEE DOOR SCHEDULE THE PROPER COMPLETION OF CONSTRUCTION.VERIFY QUANTITY,TYPE,AND FINISH WITH ARCHITECT.FIELD VERIFY A1.105 BLUESTONE PATIO SET AT GRADE. TILES. LOCATION WITH ARCHITECT PRIOR TO INSTALLATION. 12.EXTERIOR R&S TRIM-PROVIDE COMPOSITE TRIM FOR ALL EXTERIOR TRIM UNLESS OTHERWISE NOTED.TYPICAL A1.108 SCRAPE AND PAINT EXISTING EXTERIOR OPENINGS. A2.001 RAFTER TAILS AND FASCIA TO MATCH EXISTING. O WINDOW TAG, TRIMS:CASING-5/4x.MULL CASING-5/4x.FACIA a 5/4x.RAKE-5/4x.SOFFIT-1x.PROVIDE APPLIED HISTORIC SILL AT EVALUATE,REPAIR,REPLACE EXISTING TRIM,SCREENS, A2.002 STUCCO SUBSILL TO MATCH EXISTING. SEE WINDOW SCHEDULE 5.FINISH MATERIALS SHALL BE SCRIBED TO ADJOINING SURFACES WITH MINIMUM CLEARANCES,SHALL HAVE NO ALL OPENINGS. STORMS,AND HARDWARE.REPLACEMENT SHALL MATCH VARIATIONS IN FLUSH ALIGNMENT OF ADJOINING SURFACES,SHALL BE CUT TO FIT TIGHT,LEVEL,AND PLUMB.EXPOSED EXISTING. A2.003 STUCCO FINISH TO MATCH EXISTING. A1.001 KEY NOTE JOINTS SHALL BE RIGID,TIGHT,AND FLUSH WITH NO TOOL,MACHINE,OR CROSS-SANDING MARKS. 13.SPECIFICATIONS.GUTTERS AND DOWNSPOUTS-INSTALL AT LOCATIONS SHOWN AND AS REQUIRED.SEE ROOF PLAN FOR ADDITIONAL A1.109 REPAIR AND REFINISH EXISTING DOOR SILL A2.004 5/4•X COMPOSITE WRAPPED ENTABLATURE.SEE DETAILS. 6.FASTENINGS SHALL BE CONCEALED TO THE FULLEST REASONABLE EXTENT,SHALL BE AS FEW AND AS SMALL AS A1.110 COORDINATE REMOVAL OF BOTTOM TREAD WITH NEW A2.005 STUCCO PIER WITH STUCCO BASE DETAIL. PRACTICAL,NEATLY COUNTERSUNK,AND FINISHED WITH MATERIAL TO MATCH SURROUNDING. 14.EXTERIOR LIGHT FIXTURES-PROVIDE SMOOTH EXTERIOR FINISH BEHIND ALL EXTERIOR LIGHT FIXTURE COURTYARD GRADING AND PAVING.SEE CIVIL DRAWINGS. SCALE DATE BACKPLATEITRIMS FOR TIGHT MOUNTING.MATCH SIZE OF SMOOTH MOUNTING AREA WITH BACKPLATE/TRIM. A1.111 REPLACE EXISTING TREADS AND RISERS WITH NEW A2•(!06 PILASTER:5/4x COMPOSITE WRAP WITH APPLIED AS NOTED JUNE 12 2020 7.SIDEWALL,NEW-PROVIDE 3-COAT PORTLANO CEMENT PLASTER WITH FINISH COAT OVER STAINLESS STEEL METAL � COMPOSITE BASE MOULDING AND CAP MOULDING. LATH WITH APPROVED SS FASTENERS AND FASTENER PATTERN OVER DRAINAGE LAYER OVER RIGID FOAM INSULATION 15.SEE DETAILS FOR THE INSTALLATION OF COPPER FLASHING,FLASHING MEMBRANE,AND WEATHER BARRIER. BLUESTONE TREADS AND RISERS. SHEET TITLE WITH BACKSIDEANSIDE CHANNELS OR MAT FOR DRAINAGE OVER WATER AND AIR BARRIER.ADHERE TO STUCCO A1.112 SCRAPE AND PAINT EXISTING COLUMNS AND ENTABLATURE. �•007 ESTEP XIST NO O WALL:STUCCO FINISH ALL SIDES TO MATCH PROPOSED EXTERIOR MANUFACTURER ASSOCIATION SPECIFICATIONS AND DETAILS FOR 3-COAT STUCCO APPLIED TO FRAMED WALLS.MATCH 16.PAINTS AND COATINGS-PRE-PRIME AND BACK-PRIME ALL MATERIAL.PRIME FIELD CUTS PRIOR TO INSTALL.PROVIDE EXISTING FINISH. ONE COAT PRIME,TWO COATS FINISH UNLESS OTHERWISE NOTED. A-1 113 PROVIDE NEW GLASS AND STEEL AWNING STRUCTURE.SEE A2.008 CAST STONE COPING:7'THICK X 12"W;2"OVERHANG,SET DETAILS. IN MORTAR BED. ELEVATIONS j 8.SIDEWALL,PATCH AND REPAIR-PATCH AND REPAIR EXISTING EXTERIOR FINISH AS INDICATED OR AS REQUIRED.MATCH 17.RAFTER TAILS,SOFFIT,CORNICE,AND GUTTER-MATCH EXISTING HEIGHT,PROJECTION,SHAPES,PROFILES, Ai.115 REPLACE EXISTING HANDRAILS WITH NEW TO MATCH A2.009 TWO 4X TIMBER BEAMS AS ARCHITRAVE.SEE DETAILS. EXISTING INSTALLATION.MATCH EXISTING FINISH. DIMENSIONS,AND SPACING EXACTLY.MATCH EXISTING INSIDE AND OUTSIDE CORNER CONDITIONS.MATCH EXISTING EXISTING. INTERFACE OF SAID TRIM AND EXTERIOR WALL FINISH. A2.010 CAST STONE CAP:7°THICK X REQUIRED WIDTH;2" 9.SIDEWALL,OPENINGS-ALL EXTERIOR OPENINGS TO HAVE FINISHED RETURNS TO OPENING UNIT;COORDINATE WITH A1.116 SALVAGE AND REFINISH EXISTING RAILING;EVALUATE AND OVERHANG;SET IN MORTAR BED. FLASHING AND DRIP DETAILS;COORDINATE WITH SUBSILL DETAIL;COORDINATE WITH OPENING UNIT TRIM DETAILS.MATCH 18.PERGOLA STRUCTURE-SEE DETAILS.MATCH EXISTING DETAILS AT REAR TERRACE 812.COLUMNS SHALL BE REPLACE AS REQUIRED. PROJECT W SHEET No. EXISTING RETURN CONDITION AT OPENINGS. CHADSWORTH,SYNTHETIC CONSTRUCTION.PERGOLA RAFTERS AND TRIMS SHALL BE COMPOSITE.COORDINATE WITH A1.117 SCRAPE AND PAINT EXISTING TRIM,BRACKETS,RAFTERS, 10.SIDEWALL,WEEPS AND JOINTS-VERIFY WEEP SCREED,THROUGH-WALL_ STRUCTURAL ENGINEER FOR FRAMING AND REINFORCING. AND RAFTER TAILS. A2.00 DETAIDRAWIG INS AND WITH ARCHITECT THE FIELD PRIOR TO PERFORMING WORK'AND CONTROL JOINTS WITH 19.AWNING AND RAILING AT FRONT ENTRY-SEE SUPPLEMENTAL DETAIL PACKAGE. A1.118 NEW PAINT AT EXISTING EXTERIOR STUCCO WALLS;PATCH BBC05.0O AND REPAIR EXISTING STUCCO AS REQUIRED. 6/10/2020 12:02:46 PM (E D 2 C B , A 0 .0 --- NZ. - A1.302 - A2.00t ROGERS A2.002 '1-°" T M�CAGG A1.402 A2.011 � �I _ A1.402 A1.303 _A1.303 T.O.PLATE I I A1,t17 ® M� ARCHITECTS PLANNERS LIM.�� .009 A1118 ,21 A2.004 INTERIOR DESIGNERS A1203 44 North Main Street.South Norwalk CT 06854 A1.201 T 203 354 5200 F 203 354 5201 w,ti�'� j EXISTING SECOND www rm-arch.com A2.005 �.FLOOR FF ELEVAZ-4" ,•� - - - -A1.306 A1.305 A 1.304 � T - - _A1.118 A2.008 CIVIL ENGINEER __-- ---=- -- I i A1.102 AHNEMAN KIRBY . 7 r A1.108 1171 E.PUTNAM AVE.�-jE- A1.104; BUILDING 1-SUITE 1A A2008 RIVERSIDE,CT 06878 203-869-4606 8 L - 2 I EXISTING FIRST FLOOR _ _ 1 1 _ A1.11 _ FF MEP ENGINEER Ll A7.109 j If;l A1.105 E� °" TIETJEN VENEGAS �� I At.101 68 PURCHASE STREET, I I f I I I A1.103_ A2 007 I I T.O.FOOTING AT RYE,NY.10580 T -T I - - - -r - - �- -�-- - - --�- -i TERRACE 914-967-9505 ELEV:-6'-6" - ir - i - BASEME STRUCTURAL ENGIN EER ---------------7 ---- - d- ELEV:-9'-8" BASEMENT SUB LEVEL DAVID KUFFERMAN � -------- ---=i---------- --I----------- � I L - - - - _ - - ----�. = ELEv:-12'-0' 2170REDDiNGRD, - - - i _ ,T.O.ELEVATOR PIT FAIRFIELD,CT 06824 - - I� - - LIMIT OF WORK ELEV:-14'-8' 203-256-1712 I 1 2 1 PROPOSED WEST ELEVATION A o B C D E 1/ =1-0 N�N� RED AR I A1.402 A1.402 A1.402 '9 038883"' TFOF N T.O.PLATE ELEV.22'-o" A1.117 f A1.117 PARKING A1.108 A1.402 7 EXISTING SECOND PRO OFFS - �.FLOOR FF Q ELEV:12'-4" CLUBHOUSE - A2.013 A1.118 Qom` Ai.t18 HALFWAY HOUSE ..,,''yy I III I I 't^ "S •:6 JF 1a -. 1 WYMTIV��rYYN Y j�Y _. tF" r=1� A1.109 t ,0A Lock _ ..�,.n�� EXISTING FIRST FLOOR �-.. - - _ _ --� - - OL F CLUBHOUSE ADDITION A2.007 I I I I I I L-- A2.010 I I I I I I I I I I I I I T.O.FOOTING AT i- - - -- --�--- - - I �8 °�',.t �'��-,•,,�.�y'���''�_c�.�`r k��_. x ,r.. I - _- Jn�EVACEA2.008 6 6• L . J=--- -- _ � /BASEMENT'- BLIND BROOK CLUB - - - �- _______-= L-------------- --- - _ ---_- T wE�M2 OSUBLEVEL 980 ANDERSON HILL ROAD - T.O.ELEVATOR PR DF WORK ELEV:14'-8" ISSUE RRYE BROOK,NY EVIISIONS 2 PROPOSED EAST ELEVATION ° 4' e' A DATE DESCRIPTION 1/8'=V-0" 1 11/21/19 PLANNING BDARD SUBMISSION 2 05/08/20 ISSUE FOR BID 6 06/12/2020 ISSUE FOR PERMIT LEGEND ELEVATION NOTES ELEVATION KEY NOTES ENLARGED 1.VERIFY ALL MECHANICAL,ELECTRICAL,PLUMBING,AUDIO VISUAL,LIFE-SAFETY,AND SECURITY LOCATIONS IN THE FIELD 11.MASONRY FLAT WORK-ADHERE TO INTERNATIONAL MASONRY INSRUTE STANDARDS FOR BEST PRACTICE A1.101 BLUESTONE TERRACE PAVING:2"THICK;SET IN MORTAR A1.305 EXITING STUCCO PARAPET.NEW COPPER FLASHING AT DETAIL TAG WITH THE ARCHITECT PRIOR TO ROUGH-IN. INSTALLATION AND DETAWNG UNLESS OTHERWISE NOTED.MORTAR SHALL COMPLY WITH ASTM STANDARDS AND BE BED.18"x48°RUNNING BOND PATTERN.EXTERIOR GRADE FACE INSIDE OF PARAPET,COORDINATE WITH NEW EPDM RATED FOR INTENDED USE AND EXPOSURE.USE EXTERIOR GRADE GROUT MATCHING CAULK AT ALL FLAT AND/OR CAULK AT JOINTS.SLOPE AWAY FROM BUILDING. ROOFING.PATCH AND REPAIR EXISTING STUCCO. 2.ALL ROUGH-IN WORK SHALL BE CONCEALED BEHIND SHEATHING.NO SOFFITS,BUILD-OUTS,FURRING,TRIMS,OR OTHER HORIZONTAL COMPONENTS AND JOINTS.COORDINATE WITH FLASHING AND WATERPROOFING.CAPS,COPING, 1 SECTION TAG,i.e.SEE SUCH CONSTRUCTIONS OR ENCLOSURES SHALL BE PERMITTED.PROVIDE PROTECTIONS FOR ROUGH-IN WORK SO WATERTABLES,AND SILLS SHALL HAVE WASH OR PITCH TO EXTERIOR.SPECIFIED FINISH SHALL BE AT ALL EXPOSED A1.102 CHADSWORTH SYNTHETIC COLUMN,IONIC ORDER,14'DIA. A1.306 PROVIDE NEW COPPER SCUPPER,COORDINATE WITH NEW Ot DETAIL 1 ON DRAWING A101 CURRENT AND FUTURE EXTERIOR ENVELOPE WORK SHALL NOT DAMAGE IN-PLACE ROUGH-IN WORK. SURFACES INCLUDING SIDES AND UNDERSIDE.MASONRY UNITS SHALL BE SOUND AND FREE FROM TOOL MARKS.VERIFY A1.103 BLUESTONE TREADS AND RISERS:2"THICK TREADS,1" FLAT ROOF ASSEMBLY AND FLASHING.PROVIDE NEW TYPE,LAYOUT,FINISH,AND LOCATION WITH ARCHITECT PRIOR TO INSTALLATION. THICK RISERS;SET IN MORTAR BED.EXTERIOR GRADE SUPPER LEADER AND SYSTEM, S CONNECT TO A - - GRID LINE3.COORDINATE ALL FRAMING AND SHEATHING WITH ALL FINISHES.PROVIDE AND INSTALL MANUFACTURER APPROVED CAULK AT JOINTS. SUBSURFACE DRAINAGEE SYSTEMEEM,SEE CIVIL DRAWINGS. UNDERLAYMENT AND SUBSTRATES FOR ALL FINISHES. 12.EXTERIOR TRIMS,PROFILES,AND DETAILS-EXTERIOR TRIMS PROFILES AND DETAILS SHALL MATCH EXISTING A1.402 EXISTING TILE ROOF.REPAIR AND/OR REPLACE DAMAGED EXACTLY.SALVAGE EXISTING REMOVED DURING OPERATIONS AND SURVEY EXISTING TO CREATE TEMPLATES,MOCKUPS, A1.104 DECORATIVE METAL GUARDRAIL(42"H)AND HANDRAIL. TILES. 101 DOOR TAG, 4.PROVIDE AND INSTALL ALL ACCESSORIES,HARDWARE,FIXTURES,AND FURNISHINGS IDENTFIED OR NECESSARY FOR AND ASSEMBLIES.REVIEW WITH ARCHITECT IN FIELD PRIOR TO ORDER AND INSTALL A1.105 BLUESTONE PATIO SET AT GRADE. A2.001 RAFTER TAILS AND FASCIA TO MATCH EXISTING. SEE DOOR SCHEDULE THE PROPER COMPLETION OF CONSTRUCTION.VERIFY QUANTITY,TYPE,AND FINISH WITH ARCHITECT.FIELD VERIFY A1.108 A2.002 LOCATION WITH ARCHITECT PRIOR TO INSTALLATION. 12.EXTERIOR R&S TRIM-PROVIDE COMPOSITE TRIM FOR ALL EXTERIOR TRIM UNLESS OTHERWISE NOTED.TYPICAL 0 SCRAPE AND PAINT EXISTING EXTERIOR OPENINGS. STUCCO SUBSILL TO MATCH EXISTING. O WINDOW TAG, TRIMS:CASING=5/4x.MULL CASING=5/4x.FACIA=5/4x.RAKE=5/4x.SOFFIT=ix.PROVIDE APPLIED HISTORIC SILL AT EVALUATE,REPAIR,REPLACE EXISTING TRIM,SCREENS, A2.003 STUCCO FINISH TO MATCH EXISTING. SEE WINDOW SCHEDULE 5.FINISH MATERIALS SHALL BE SCRIBED TO ADJOINING SURFACES WITH MINIMUM CLEARANCES,SHALL HAVE NO ALL OPENINGS. STORMS,AND HARDWARE.REPLACEMENT SHALL MATCH VARIATIONS IN FLUSH ALIGNMENT OF ADJOINING SURFACES,SHALL BE CUT TO FIT TIGHT,LEVEL,AND PLUMB.EXPOSED EXISTING. A2.004 5/4"X COMPOSITE WRAPPED ENTABLATURE.SEE DETAILS. A1.001 KEY NOTE JOINTS SHALL BE RIGID,TIGHT,AND FLUSH WITH NO TOOL,MACHINE,OR CROSS-SANDING MARKS. 13.SPECIFICATIONS.GUTTERSAND DOWNSPOUTS-INSTALL AT LOCATIONS SHOWN AND AS REQUIRED.SEE ROOF PLAN FOR ADDITIONAL A1.109 REPAIR AND REFINISH EXISTING DOOR SILL A2 005 STUCCO PIER WITH STUCCO BASE DETAIL. 6.FASTENINGS SHALL BE CONCEALED TO THE FULLEST REASONABLE EXTENT,SHALL BE AS FEW AND AS SMALL AS A1.117 SCRAPE AND PAINT EXISTING TRIM,BRACKETS,RAFTERS, A2.006 PILASTER:5/4x COMPOSITE WRAP WITH APPLIED PRACTICAL,NEATLY COUNTERSUNK,AND FINISHED WITH MATERIAL TO MATCH SURROUNDING. 14.EXTERIOR LIGHT FIXTURES-PROVIDE SMOOTH EXTERIOR FINISH BEHIND ALL EXTERIOR LIGHT FIXTURE AND RAFTER TAILS. COMPOSITE BASE MOULDING AND CAP MOULDING. SCALE DATE 7.SIDEWALL,NEW-PROVIDE 3-COAT PORTLAND CEMENT PLASTER WITH FINISH COAT OVER STAINLESS STEEL METAL BACKPLATE/TRIMS FOR TIGHT MOUNTING.MATCH SIZE OF SMOOTH MOUNTING AREA WITH BACKPLATE/TRIM. A1.118 NEW PAINT AT EXISTING EXTERIOR STUCCO WALLS;PATCH AS NOTED JUNE 12 2020 A2.007 STEP WING WALL:STUCCO FINISH ALL SIDES TO MATCH LATH WITH APPROVED SS FASTENERS AND FASTENER PATTERN OVER DRAINAGE LAYER OVER RIGID FOAM INSULATION 15.SEE DETAILS FOR THE INSTALLATION OF COPPER FLASHING,FLASHING MEMBRANE,AND WEATHER BARRIER. AND REPAIR EXISTING STUCCO AS REQUIRED. EXISTING, SHEET TITLE WITH BACKSIDEANSIDE CHANNELS OR MAT FOR DRAINAGE OVER WATER AND AIR BARRIER.ADHERE TO STUCCO A1.201 COMPOSITE WRAPPED PERGOLA ROOF STRUCTURE. A2.008 CAST STONE COPING:7"THICK X 12"W;2"OVERHANG,SET MANUFACTUREREXISTING FINISH.ASSOCIATION SPECIFICATIONS AND DETAILS FOR 3-COAT STUCCO APPLIED TO FRAMED WALLS.MATCH 16.PAINTS AND COATINGS-PRE-PRIME AND BACK-PRIME ALL ONE COAT PRIME,TWO COATS FINISH UNLESS OTHERWISE NOTED.MATERIAL PRIME FIELD CUTS PRIOR TO INSTALL PROVIDE IN MORTAR BED. PROPOSED EXTERIOR A1.203 PROVIDE THRU-WALL COPPER FLASHING AT PERGOLA CONNECTIONS TO EXTERIOR WALL CONSTRUCTION A2.009 TWO 4X TIMBER BEAMS AS ARCHITRAVE.SEE DETAILS. ELEVATIONS 8.SIDEWALL,PATCH AND REPAIR-PATCH AND REPAIR EXISTING EXTERIOR FINISH AS INDICATED OR AS REQUIRED.MATCH 17.RAFTER TAILS,SOFFIT,CORNICE,AND GUTTER-MATCH EXISTING HEIGHT,PROJECTION,SHAPES,PROFILES, A1.303 NEW TILE ROOF.MATCH EXISTING.BLEND WITH EXISITNG A2.010 CAST STONE CAP:7"THICK X REQUIRED WIDTH;2" EXISTING INSTALLATION.MATCH EXISTING FINISH. DIMENSIONS,AND SPACING EXACTLY.MATCH EXISTING INSIDE AND OUTSIDE CORNER CONDITIONS.MATCH EXISTING TILE ROOF AT INTERFACE OF EXISTING AND NEW. OVERHANG;SET IN MORTAR BED. A1.302 9.SIDEWALL,OPENINGS-ALL EXTERIOR OPENINGS TO HAVE FINISHED RETURNS TO OPENING UNIT;COORDINATE WITH INTERFACE OF SAID TRIM AND EXTERIOR WALL FINISH. BUILT-IN GUTTER WITH COPPER LINING.COORDINATE WITH C� A2.011 NEW METAL DOWNSPOUT AND METAL BOOT,PAINTED. FLASHING AND DRIP DETAILS;COORDINATE WITH SUBSILL DETAIL;COORDWATE WITH OPENING UNIT TRIM DETAILS.MATCH 18.PERGOLA STRUCTURE-SEE DETAILS.MATCH EXISTING DETAILS AT REAR TERRACE 812.COLUMNS SHALL BE ROOF FLASHING;MATCH EXISTING GUTTER CONSTRUCTION. CONNECT TO SUBSURFACE DRAINAGE SYSTEM.SEE CIVIL PROJECT No. SHEET Na EXISTING RETURN CONDITION AT OPENINGS. CHADSWORTH,SYNTHETIC CONSTRUCTION.PERGOLA RAFTERS AND TRIMS SHALL BE COMPOSITE COORDINATE WITH A1.304 REPAIR EXISTING SCUPPER.COORDINATE WITH NEW FLAT DRAWINGS. STRUCTURAL ENGINEER FOR FRAMING AND REINFORCING. ROOF ASSEMBLY AND FLASHING.PROVIDE NEW COPPER A2.012 EXISTING LANDING,STEPS,AND RAILING.EVALUATE AND �+ C 10.SIDEWALL,WEEPS AND JOINTS-VERIFY WEEP SCREED,THROUGH-WALL FLASHING,AND CONTROL JOINTS WITH LEADER AND DOWNSPOUT,CONNECT TO SUBSURFACE REPAIR AS REQUIERED BBC05-oo A2.01 DETAIL DRAWINGS AND WITH ARCHITECT IN THE FIELD PRIOR TO PERFORMING WORK. 19.AWNING AND RAILING AT FRONT ENTRY-SEE SUPPLEMENTAL DETAIL PACKAGE. DRAINAGE SYSTEM,SEE CIVIL DRAWINGS. A2.013 NEW FABRIC AWNING. 6/10/202012:03:57 PM 1 2 -?0 3 4 5 3 0 6 7 GJ MM �� LiMR OF WORK ROGERS A1.402 4 McCAGG 3.10 A1.312 ATTIC 7" - A1.303 301 A1.308 A1.302 - - - T.O.PLATE ELEV:22'-0" ARCHITECTS PLANNERS N2'001 INTERIOR DESIGNERS A1.213 UPPER JHRNC OM 'S Al 301 44 North Main Street.South Norwalk CT 06854 FOYER 1 210.2 HO RT 203 354 5200 F 203 354 5201 wwwrm-arch.com ■ A2.003 EXISTING SECOND FL R FF CIVIL ENGINEER ELEV: '-4" AHNEMAN KIRBY f Sim 1171 E.PUTNAM AVE. A1.101 CH ` 2 BUILDING 1-SUITE 1A A1.1o4 C [ O[RA i 20RIV RS 203I869�-4606CT 6878 A2.006 --- _ A2.010 i MEP ENGINEER EXISTING FIRST FLOOR ob FF TIETJEN VENEGAS 5ILI LEv:o•-o" 68 PURCHASE STREET, �--�` _ -- cRAwlsPACE ._ RYE,NY.10580 007 A1.005 +-•• STORAGE SE STORAGE STORAGE T.O.FOOTING AT 914-967-9505 A1.009 j ® H 004 005- -- - - - w ELEV.••-6'E6" STRUCTURAL ENGINEER _ _ BASEMENT- ---- DAVID KUFFERMAN -,- p ELEV.9 8 2170 REDDING RD, BASEMENT SUB LEVEL ELEV:-12'-0 FAIRFIELD CT 06824 203-256-1712 PROPOSED BUILDING SECTION EAST-WEST AT WOMEN'S LOCKER ROOM o a• 6' RED AR 1 R M 2 ?0 3 4 5 '01 6 7 A1.402 14imif OF WORK la 03aas9•4 OFNc A1.312 ATTIC \ A1.404 A1.303 301 A 301 8 `A1.303 A1.302 -- _ _ _ _ _ ot T.O.PLATE NF ELEV:22'-0" PARKING A2.001 SUITE 8 HALL SURE 2 _ 213 209 212 A2 002 Q PRO OFFICE A3.001 - A1.401 p 0 EXISTING SECOND CLUBHOUSE - - - O,FLOOR FF T - -`-�7 y A2.011 ELEV:12'-4' A2 001.003 -- A8. A1.305 t HALFWAY HOUSE LOCATION PLAN A1.104 �++�. MENS LOC ER � ' � !HdA2.010 :�8 ROOM CLUBHOUSE ADDITION A2.007 EXISTING FIRST FLOOR A1.002 h FF E.LEV:o'-0' A1.001 i-1 A1.005 CRAWCE T.O.FOOTING AT E s - ¢ELEV:6'E6w BLIND BROOK CLUB - - - - -� - - ABASEMENT 980 ANDERSON HILL ROAD _hBASEMENT SUB LEVEL RYE BROOK,NY w ELEV:12-0' -- r - - ---,-- -- - - - - - T.O.ELEVATOR PR ISSUE r!<REVISIONS LEV:14'-8" 2 PROPOSED BUILDING SECTION EAST-WEST AT MEN'S LOCKER ROOM r DESCRI 1/8=1-0 4�� 2 o5ro8 o ISSUE FOR BID PTION 6 0&12/2020 ISSUE FOR PERMIT LEGEND BUILDING SECTION NOTES BUILDING SECTION KEY NOTES 1.PROVIDE EXCAVATION.BASE OF EXCAVATION SHALL BE DRY,LEVEL,AND UNDISTURBED NATURAL SOIL UNEXPECTED 12.PROVIDE PRODUCTS MATERIALS AND INSTALLATION TO MAXIMIZE PROTECTION OF BUILDING AND COMPONENTS AND ENLARGED SUBSURFACE CONDITIONS SHALL BE REMEDIED. CONTROL INTERIOR ENVIRONMENT TO THE GREATEST EXTENT POSSIBLE.PREVENT WATER PENETRATION INTO AND A1.001 REINFORCED CONCRETE FOOTING. A1.401 NEW FLAT ROOF ASSEMBLY:NEW EPDM MEMBRANE OVER DETAIL TAG A1.002 REINFORCED CONCRETE FOUNDATION WALL. OVER NEW VAPOR BARRIER OVER EXISTING STRUCTURAL NEW TAPERED RIGID INSULATION(TAPER TO SCUPPERS) THROUGH THE EXTERIOR ENVELOPE.PREVENT CONDENSATION WITHIN THE EXTERIOR SHELL ASSEMBLY.PREVENT AIR 2.SALVAGE TOPSOIL FOR FUTURE USE.SALVAGE SUITABLE EXCAVATED EARTH FOR FUTURE USE. LEAKAGE FROM CONDITIONED SPACE. � A1.005 VERIFY EXISTING SLAB CONSTRUCTION AND CLEARANCES ROOF ASSEMBLY. 1 SECTION TAG,i.e.SEE DETAIL 1 ON DRAWING A101 3.VERIFY FOUNDATIONS AND FRAMING WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS. 13.PROVIDE MINERAL WOOL INSULATION,SOUNDPROOFING MEMBRANE,AND ACOUSTICAL SEALANTS AT ALL PARTITIONS AT CRAWL SPACE FOR NEW MECHANICAL SCOPE.SEE MEP A1.402 EXISTING TILE ROOF.REPAIR AND/OR REPLACE DAMAGED 01 WHICH SEPARATE: DRAWINGS.UPGRADE AS REQUIRED. TILES. GRID LINE 4.FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL SOIL TOP OF FOOTINGS SHALL BE BELOW FROST LINE. - SURE FROM SUITE A1.009 NEW LANDING CONSTRUCTION OVER EXISTING AREAWAY. A1.404 SUITE FROM CIRCULATION SPACE SEE DETAILS. NEW COPPER LOUVER FOR MEP EQUIPMENT.SEE MEP 5.INSTALL FOUNDATION WATERPROOFING,INSULATION,AND DRAINAGE MAT AT ALL BELOW-GRADE SURFACES. - SUITEDRAWINGS.COORDINATE LOUVER FLASHING WITH ROOF FROM BATHROOM A1.101 BLUESTONE TERRACE PAVING:2"THICK;SET IN MORTAR UNDERLAYMENT. y01 DOOR TAG, - SURE FROM PUBLIC SPACE 48'RUNNING BOND PATTERN.EXTERIOR GRADE x SEE DOOR SCHEDULE 6.PROVIDE FOOTING DRAIN AS INDICATED. - SUITE FROM STORAGE/MECHANICAL SPACE CAULK BED.18""X JOINTS.SLOPE AWAY FROM BUILDING. A2.001 RAFTER TAILS AND FASCIA TO MATCH EXISTING. O WINDOW TAG, 7.BACKFILL SHALL BE CLEAN GRANULAR FILL FREE OF CLAY,ROCK,GRAVEL LARGER THAN 2'DIAMETER,DEBRIS, A1.104 DECORATIVE METAL GUARDRAIL(42'H)AND HANDRAIL A2.002 STUCCO SUBSILL TO MATCH EXISTING. SEE WINDOW SCHEDULE DENSITY.LE MATTER,WASTE,AND FROZEN MATERIAL PLACE IN 6 LIFTS.COMPACT TO 95%OF MODIFIED OPTIMUM A1.108 ADA COMPLIANT BLUESTONE RAMP A2•�3 STUCCO FINISH TO MATCH EXISTING. A1.001 0 KEY NOTE w A1.207 TYPICAL FURRING AT EXISTING EXTERIOR WALLS:1 5/8" A2.007 STEP WING WALL:STUCCO FINISH ALL SIDES TO MATCH 8.FINISHED GRADE SHALL BE 8 MINIMUM FROM SILL PLATE,UNLESS OTHERWISE NOTED.MAXIMIZE POSITIVE SURFACE METAL STUDS 16 GA AT 16"O.C.WITH CLOSED CELL SPRAY EXISTING. DRAINAGE AWAY FROM STRUCTURE. FOAM BETWEEN STUDS WITH NEW 5/8"GWB. A2.008 CAST STONE COPING:7"THICK X 12'W;2"OVERHANG,SET 9.VERIFY FINISH HEIGHTS OF ROOMS AND SPACES WITH FLOOR PLANS,REFLECTED CEILING PLANS,AND INTERIOR A1213 SALVAGE AND REINSTALL RAILING AND HANDRAIL AT CODE IN MORTAR BED. SCALE DATE ELEVATIONS. COMPLIANT HEIGHT A2.010 CAST STONE CAP:7"THICK X REQUIRED WIDTH;2" AS NOTED JUNE 12 2020 A1.301 VAULTED CEILING AT WOMEN'S LOCKER ROOM, OVERHANG;SET IN MORTAR BED. SHEETTRLE 10.PROVIDE AND INSTALL BUILDING THERMAL INSULATION AT FOUNDATION,EXTERIOR WALL ASSEMBLY,AND ROOF COORDINATE WITH ROOF FRAMING A2.011 NEW METAL DOWNSPOUT AND METAL BOOT,PAINTED. ASSEMBLY.SEE SERIES A5 PARTITIONS FOR ADDITIONAL INFORMATION.ROOF INSULATION ENVELOPE SHALL BE LOCATED AT THE INSIDE FACE OF EXTERIOR ROOF SHEATHING.SEE DETAILS FOR FOUNDATION INSULATION.PROVIDE INSULATION A1.3o2 BUILT-IN GUTTER WITH COPPER LINING.COORDINATE WITH CONNECT TO SUBSURFACE DRAINAGE SYSTEM.SEE CML BUILDING SECTIONS DRAWINGS.CTIO MATCH EXISTING GUTTER CONSTRUCTION.AT EXTERIOR ENVELOPE THAT EXCEEDS CODE REQUIREMENTS AT NEW AND EXISTING EXPOSED WALIJFLOOR/ROOF ROOF FLASHING; A2 013 INTERSECTIONS AND CONNECTIONS. A1.303 NEW TILE ROOF,MATCH EXISTING.BLEND WITH EXISITNG 0 NEW FABRIC AWNING. 11.INSULATE ALL RECESSED LIGHT FIXTURES,RECEPTACLES,AND CONTROLS AGAINST SOUND AND HEAT TRANSMISSION. TILE ROOF AT INTERFACE OF EXISTING AND NEW. A7001 TURN EPDM ROOFING AND FLASHING UP WALL 12"MINIMUM; A1.305 EXISTING STUCCO PARAPET.NEW COPPER FLASHING AT PROVIDE SEAMLESS TRANSITION AND SEAMLESS CORNERS INSULATE SOIL AND WASTE PIPES AGAINST SOUND TRANSMISSION.INSULATE BATHROOM WALLS,FLOORS,AND CEILINGS FACE INSIDE OF PARAPET,COORDINATE WITH NEW EPDM AT ENTIRE PERIMETER. AGAINST SOUND TRANSMISSION.INSULATE STAIR CARRIAGE FRAMING AND ADJACENT WALLS AGAINST SOUND ROOFING.PATCH AND REPAIR EXISTING STUCCO. A8.101 LOCKERS. PROJECT No. SHEET Na TRANSMISSION.INSULATE ALL MECHANICAL ROOMS AND SPACES AGAINST SOUND TRANSMISSION.INSULATE ALL NEW 0 AND EXISTING EXPOSED SECOND FLOOR JOIST FRAMING AGAINST SOUND TRANSMISSION. A1.308 314"PLYWOOD SUBFLOOR OVER CEILING JOISTS,ATTACH WITH SCREWS. BBC05.00 A3.00 A1.312 IGNITION BARRIER OVER CLOSED CELL FOAM INSULATION THROUGHOUT ATTIC. 6/10/202012:04:06 PM E D 2° C B 3 A N�N�� N����_� .M NON N��NN�.N 2 m 3 m LIMIT OF WORK 3.10 10 , Sim ROGERS ,'.a A1.303 1 19�i2 ,�7" M S C AG G A1.402 • ` ATTIC A1.402!7" 1.312 - 301 _ l' A1.302 A1.308 A1.312 A1.302 -`-^ _ T.O.PLATE sA' BAT 4` 3 MENs IA2.001I ARCHITECTS PLANNERS H 2191 -� 205 A2.003 A2.004 INTERIOR DESIGNERS 238 i Al. 5 iAl 202 44 NortT Mai St 5200 South Norwalk CT 354 01 06854 A1.203 A1.201 EXISTING SECOND www rm-arch.com • � •� � A3.001 A1.401 A1.206 A�1.204 _ _ _ FLOOR FF -r-- - - - - I- - ' ---A2.009 -�- E A Z-4" CIVIL ENGINEER MEN S L I A1.102 AHNEMAN KIRBY 109 co (TERRACE A1.104 MM SOUTH 1171 E.PUTNAM AVE. 3 MEWS LOUNGE 813 A2.008 BUILDING 1-SUITE 1 A 20 ! -Ito I �, I A2.o10 _ RIVERSIDE,CT 06878 A8.101 A1.101 I IL EXISTING FIRST FLOOR 2 '869-4606 - - - - 1 ' - _ OL FF MEP ENGINEER -- A2.o07 A1.1o5 :o TIETJEN VENEGAS - CRAWLPACE A1.005 STORAGE A1.004 A1.003 � STOOGE °�GE I 68 PURCHASE STREET, <' A1.002 T.Q.FOOTING AT RYE,NY.10580 OIL TERRACE A1.001 ELEV:6'-6" 914-967-9505 BASEMENT STRUCTURAL ENGINEER j ' , E '-9'-6" DAVID KUFFERMAN �BASEMENT SUB LEVEL r '> ELEV:l2'-0" 2170 REDDING RD, r,T.O.ELEVATOR PIT FAIRFIELD,CT 06824 ELEV.Ia r 203-256-1712 PROPOSED BUILDING SECTION NORTH-SOUTH AT MEN'S LOCKER ROOM 1 1 B"n V-0" A '.- B C 2 D E �c��E°AR�y. �5 OQNER M. r� LIMIT OF WORK Q �� ac 7" 038883'1 yD�Ai.312 FCF N ATTIC r _ OL T.O.PLATE s BOARD ROOM Bl4T�ZOM UPPER ` "" HA ` PARKING 202 �� FOYER 2R 209 STORAGE f..•l ' ; EXISTING SECOND �p -PRO OFFICE O,FLOOR FF V - w ELEVA Z•4" CLUBHOUSE ILL E= J1 � p4j" y i GRILL ROOM E Y HALL Myrc MEN'S ! Qf--HALFWAY HOUSE EX17 101 1 4 BATHROOM ! LOCATION PLAN ❑ A8.101 �8 EXISTING FIRST FLOOR C �,FF LUBHOUSE ADDITION - ----- - -- __ ELEVA'-0" BEDROOM BASEMENT CART EX04 - - -� ! STORAGE T.O.FOOTING AT - r EX01 ttt Ill��r - I I - _ - TERRACE ELEV.-6'-6" - --�- - A''0°7 A,o� BLIND BROOK CLUB --- --- M. l Y - -- ELEV:9EN8" - _ -- - BASEMENT SUB LEVEL ELEV.-12'-0' 980 AN DERSON HILL ROAD yrl - _ T.O.ELEVATOR PIT RYE BROOK,NY EL V:14'-8" ISSUE A REVISIONS PROPOSED BUILDING SECTION NORTH-SOUTH AT ENTRY HALL ® DATE DESCFUPTM2 2 05/08/20 JISSUEFORBID --- ---- 6 06/12/2020 ISSUE FOR PERMIT LEGEND BUILDING SECTION NOTES BUILDING SECTION KEY NOTES 1.PROVIDE EXCAVATION.BASE OF EXCAVATION SHALL BE DRY,LEVEL,AND 11.INSULATE ALL RECESSED LIGHT FIXTURES,RECEPTACLES,AND CONTROLS ENLARGED UNDISTURBED NATURAL SOIL UNEXPECTED SUBSURFACE CONDITIONS SHALL AGAINST SOUND AND HEAT TRANSMISSION.INSULATE SOIL AND WASTE PIPES A1.001 REINFORCED CONCRETE FOOTING. A1.206 REPAIR EXISTING FLASHING AT EXISTING EXTERIOR WALL, A3.001 TURN EPDM ROOFING AND FLASHING UP WALL MINIMUM; DETAIL TAG BE REMEDIED. AGAINST SOUND TRANSMISSION.INSULATE BATHROOM WALLS,FLOORS,AND A1.002 REINFORCED CONCRETE FOUNDATION WALL. COORDINATE WITH NEW FLAT ROOF ASSEMBLY AND PROVIDE SEAMLESS TRANSITION AND SEAMLESS CORNERS CEILINGS AGAINST SOUND TRANSMISSION.INSULATE STAIR CARRIAGE FRAMING FLASHING AT ENTIRE PERIMETER. 1 SECTION TAG,i.e.SEE 2.SALVAGE TOPSOIL FOR FUTURE USE.SALVAGE SUITABLE EXCAVATED EARTH AND ADJACENT WALLS AGAINST SOUND TRANSMISSION.INSULATE ALL A1.003 UNEXCAVATED;COMPACT FILL BELOW NEW TERRACE SLAB. A1.302 BUILT-IN GUTTER WITH COPPER LINING.COORDINATE WITH A8.101 LOCKERS. 01 DETAIL 1 ON DRAWING A101 FOR FUTURE USE. MECHANICAL ROOMS AND SPACES AGAINST SOUND TRANSMISSION.INSULATE A1.004 UNEXCAVATED;VERIFY FILL IS SUITABLE FOR NEW SLAB; ROOF FLASHING;MATCH EXISTING GUTTER CONSTRUCTION. ALL NEW AND EXISTING EXPOSED SECOND FLOOR JOIST FRAMING AGAINST ADD FILL AND COMPACT AS REQUIRED. A1.303 NEW TILE ROOF.MATCH EXISTING.BLEND WITH EXISITNG - -- 3.VERIFY FOUNDATIONS AND FRAMING WITH ARCHITECTURAL AND STRUCTURAL SOUND TRANSMISSION. TILE ROOF AT INTERFACE OF EXISTING AND NEW. GRID LINE DRAWINGS. A1.005 VERIFY EXISTING SLAB CONSTRUCTION AND CLEARANCES 12.PROVIDE PRODUCTS,MATERIALS,AND INSTALLATION TO MAXIMIZE AT CRAWL SPACE FOR NEW MECHANICAL SCOPE.SEE MEP A1.308 3/4"PLYWOOD SUBFLOOR OVER CEILING JOISTS,ATTACH 101 DOOR TAG, 4.FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL SOIL TOP OF FOOTINGS PROTECTION OF BUILDING AND COMPONENTS AND CONTROL INTERIOR DRAWINGS.UPGRADE AS REQUIRED. WITH SCREWS. SEE DOOR SCHEDULE SHALL BE BELOW FROST LINE. ENVIRONMENT ATION INTO AND THROUGH EXTENT THENT POSSIBLE. ENVELOPE.PREVENT T WATERA1.006 NEWT"W xg36"HH REINFORCED CONCRETE WALL;ANCHOR TO A1.312 IGNITION BARRIER OVER CLOSED CELL FOAM INSULATION PENETO WINDOW TAG, 5.INSTALL FOUNDATION WATERPROOFING,INSULATION,AND DRAINAGE MAT AT CONDENSATION WITHIN THE EXTERIOR SHELL ASSEMBLY.PREVENT AIR A1.007 WT I�TANKS,SEEMEP DRAWINGS. THROUGHOUT ATTIC. SEE WINDOW SCHEDULE ALL BELOW-GRADE SURFACES. LEAKAGE FROM CONDITIONED SPACE. A1.101 BLUESTONE TERRACE PAVING:2"THICK;SET IN MORTAR A1.401 NEW FLAT ROOF ASSEMBLY:NEW EPDM MEMBRANE OVER NEW TAPERED RIGID INSULATION(TAPER TO SCUPPERS) 6.PROVIDE FOOTING DRAIN AS INDICATED. 13.PROVIDE MINERAL WOOL INSULATION,SOUNDPROOFING MEMBRANE,AND BED.18'x48"RUNNING BOND PATTERN.EXTERIOR GRADE OVER NEW VAPOR BARRIER OVER EXISTING STRUCTURAL A1.001 KEY NOTE ACOUSTICAL SEALANTS AT ALL PARTITIONS WHICH SEPARATE: CAULK AT JOINTS.SLOPE AWAY FROM BUILDING. ROOF ASSEMBLY. 7.BACKFILL SHALL BE CLEAN GRANULAR FILL FREE OF CLAY,ROCK,GRAVEL - SUITE FROM SUITE A1.102 CHADSWORTH SYNTHETIC COLUMN,IONIC ORDER,14"DIA. A1,402 EXISTING TILE ROOF.REPAIR AND/OR REPLACE DAMAGED LARGER THAN 2"DIAMETER,DEBRIS,VEGETABLE MATTER,WASTE,AND FROZEN - SUITE FROM CIRCULATION SPACE A1.104 DECORATIVE METAL GUARDRAIL(42"H)AND HANDRAIL. TILES. SCALE DATE MATERIAL.PLACE IN 6"LIFTS.COMPACT TO 95%OF MODIFIED OPTIMUM DENSITY. - SUITE FROM BATHROOM AS NOTED JUNE 12 2020 - SUITE FROM PUBLIC SPACE A1.105 BLUESTONE PATIO SET AT GRADE. A2.001 RAFTER TAILS AND FASCIA TO MATCH EXISTING. 8.FINISHED GRADE SHALL BE 8'MINIMUM FROM SILL PLATE,UNLESS OTHERWISE - SUITE FROM STORAGEIMECHANICAL SPACE A2.002 SHEET TfTL.E NOTED.MAXIMIZE POSITIVE SURFACE DRAINAGE AWAY FROM STRUCTURE. A1.201 COMPOSITE WRAPPED PERGOLA ROOF STRUCTURE. L�STUCCO SUBSILL TO MATCH EXISTING. 9.VERIFY FINISH HEIGHTS OF ROOMS AND SPACES WITH FLOOR PLANS, A1.202 COMPOSITE RAFTER TAILS.MATCH EXISTING RAFTER TAILS A2.003 STUCCO FINISH TO MATCH EXISTING. BUILDING SECTIONS REFLECTED CEILING PLANS,AND INTERIOR ELEVATIONS. AT REAR TERRACE 812. A2.004&4"X COMPOSITE WRAPPED ENTABLATURE.SEE DETAILS. A1.203 PROVIDE THRU-WALL COPPER FLASHING AT PERGOLA A2.007 STEP WING WALL:STUCCO FINISH ALL SIDES TO MATCH 10.PROVIDE AND INSTALL BUILDING THERMAL INSULATION AT FOUNDATION, CONNECTIONS TO EXTERIOR WALL CONSTRUCTION EXITING. EXTERIOR WALL ASSEMBLY,AND ROOF ASSEMBLY.SEE SERIES A5 PARTITIONS A1.204 PROVIDE THRU-WALL COPPER FLASHING AT BASE OF NEW FOR ADDITIONAL INFORMATION.ROOF INSULATION ENVELOPE SHALL BE EXTERIOR WALL COORDINATE WITH NEW FLAT ROOF A2.008 CAST STONE COPING:7"THICK X 12'W;2'OVERHANG,SET LOCATED AT THE INSIDE FACE OF EXTERIOR ROOF SHEATHING.SEE DETAILS FOR ASSEMBLY AND FLASHING. IN MORTAR BED. PROJECT No. SHEET No. FOUNDATION INSULATION.PROVIDE INSULATION AT EXTERIOR ENVELOPE THAT A2.009 EXCEEDS CODE REQUIREMENTS AT NEW AND EXISTING EXPOSED A1.205 ADA SHOWER.COORDINATE SHOWER FLOOR WITH 0 TWO 4X TIMBER BEAMS AS ARCHITRAVE.SEE DETAILS. WALL/FLOORIROOF INTERSECTIONS AND OONNECTIONS. DROPPED FLOOR FRAMING. A2.010 CAST STONE CAP:7"THICK X REQUIRED WIDTH;2" BBCO5.00 A3.01 OVERHANG;SET IN MORTAR BED. 6/10/2020 12:04:16 PM COORDINATE COLLAR TIE FRAMING -- TYPICAL ROOF C T T WITH STRUCTURAL DRAWINGS CLAY TILE ROOF SYSTEM TO MATCH EXISTING AT VAULTED CEILING CONDITION A TY ICE&WATER SHIELD,FULL COVERAGE PICAL ROOF CONSTRUCTION: 1/2"PLY.NAILING SHEET SEE 1/A3.10 3/4"T&G CDX PLY.ROOF SHEATHING,GLUE AND NAIL, W/1 x6 T&G AT EXPOSED SOFFITS ROGER S 7 COORDINATE STRUCTURAL 2x RAFTERS,SEE STRUCTURAL DRAWINGS ROOF RAFTER AND DECORATIVE :•'• SPRAY FOAM INSULATION AT RAFTER BAYS RAFTER TAIL INTERFACE WITH — a STRUCTURAL DRAWINGS -_________IGNITION BARRIER M CC AG G a'1:: COORDINATE STRUCTURAL f ROOF RAFTER AND DECORATIVE RAFTER TAIL INTERFACE WITH 20 STRUCTURAL DRAWINGS :;;' �`;• COPPER LINED BUILT-IN GUTTER ASSEMBLY, MATCH EXISTING _ T.O.PLATE I T.O.PLATE ARCHITECTS PLANNERS RIDGE TILE,MATCH EXISTING , ELEV:22'-0" I � i �ELEV:22'-0 INTERIOR DESIGNERS RIDGE TILE ASSEMBLY I I , 1 44 North Main Street.South Norwalk CT 06854 20 T 203 354 52 0 F 203 354 5201 1 ma / T L.ROO F CONSTRUCTION: COMPOSITE CORNICE ASSEMBLY, CIVIL ENGINEER SEE 1/A3.10 -_ _-_-_-_• -_- - -- MATCH EXISTING_ AHNEMAN KIRBY YPI WOMEN'S 10 RAFTER TAILS,MATCH EXISTING 1171 E.PUTNAM AVE. LINE OF HIP TILE BEYOND, LOCKER ROOM SEE 1/A3.10 FOR ANNOTATIONS 5.21 COMPOSITE FACIA ASSEMBLY, NOT INCLUDED HERE BUILDING 1-SUITE 1A MATCH EXISTING HIP TILE MATCH EXISTING RIVERSIDE,CT 06878 ASSEMBLY 206 '�•,: � STRUCTURAL HEADER FRAMING, CEILING AT WOMEN'S LOCKER ROOM: .^ _. SEE STRUCTURAL DRAWINGS 203-869-4606 2X RAFTERS,SEE STRUCTURAL DRAWINGS 1/2"PLY.NAILING SHEET MEP ENGINEER ` FINISHED CEILING,SEE RCP TIETJEN VENEGAS ,. 68 PURCHASE STREET, TYPICAL SECOND FLOOR CONSTRUCTION: RYE,NY.10580 FINISHED FLOOR,SEE FINISH SCHEDULE 914 3/4'T&G ADVANTECH SUBFLOOR,GLUE AND SCREW -967-9505 DETAIL AT WOMEN'S LOCKER ROOM CEILING o a" 1s' TJI FLOOR JOISTS,SEE STRUCTURAL DRAWINGS 4 12 —- ACOUSTIC INSULATION AT JOIST BAY STRUCTURAL ENGINEER 3/4"=1'-0" 21 5/8'TYPE C GWB COMPOSITE PERGOLA RAFTERS,TYP. DAVID KUFFERMAN I FINISHED CEILING,SEE RCP I STUCCO SUBSILL AT ALL OPENINGS,TYP. PROVIDE PITCH AT TOP TO SHED WATER FAIR BEDDING 2 LVL RIDGE,SEE STRUCTURAL E ----TYPICAL EXTERIOR WALL CONSTRUCTION COMPOSITE ENTABLATURE ASSEMBLY IRFIELD,CT 0684 :DRAWINGS 3-COAT STUCCO ZO3-ZSG-171Z _" • SELF-FURRING SS METAL LATH '�' TYPICAL ROOF CONSTRUCTION: DRINAGE LAYER - SEE 1/A3.10 2'RK31D INSULATION W/BACK CHANNELS 3 -_A ATER BARRIER 5/8'CDX P Y.EXTERIOR SHEATHING ' COORDINATE STRUCTURAL 2X6 WOOD STUDS AT 16"O.C.WITH rKz ROOF RAFTER AND DECORATIVE GATT INSU TION i I Rp,�,� SRUCTURAL INTERFACE DRAW NGSWITH — 5/8'GWB ! — — I �_ — 01b FLOOR EXISTINFF O SECOND M.,yc���O� ._._._. ._. _ _ COMPOSITFACIA AT INTERSECTION ELE.12-4 OF PERGOLARAFTERS AND EXTERIOR IVALL I i COMPOSITE RAFTER TAILS,MATCH EXISTING a ,M •�''-� •�•=F•• 1 z COPPER WIEEP I I RAFTER TAILS AT REAR TERRACE 812 � SCREED AT JOINT.SEE 4/A3.20 1�31_20 NEWW.CONSTRUCTION I ' TFp �n1 ' a EXISTING F N ' 2X6 PT P W/ANCHOR BOLTS, I SEE STRUCTURAL DRAWINGS L _ .� r,T.O.PLATE f,_ T.O.PLATE __' ELEV22'-0' -� w ELEV:22'-0" — I I -- ----CMU BOND BEAM AT TOP OF EXISTING EXTERIOR WALL, TWO(2)4X TIMBER BEAMS AS ARCHITRAVE PARKING SEE STRUCTUAL DRAWINGS \ ( ._. 7 STRUCTURAL HEADER —•—-_- -—-—- 21 FRAMING FOR OPENINGS, SEE STRUCTURAL DRAWINGS sQ PRO OFFICE 1 1 i� TYPICAL CEILING/ATTIC FLOOR CONSTRUCTION: SEE 2/A3.10 SEE 1/A3.10 FOR ANNOTATIONS MEWS LOUNGE b CLUBHOUSE- fi7- NOT INCLUDED HERE 110 - . SOUTH TERRACE 1j—HALFWAY HOUSE TYPICAL CEILING/ATTIC FLOOR CONSTRUCTION: 13 3/4"T&G ADVANTECH SUBFLOOR, I i LOCATION PUN GLUE AND SCREW g CHADSWORTH SYNTHETIC COLUMN, 2X CEILING JOISTS,SEE STRUCTURAL DRAWINGS I FURRING 5.21 _ IONIC ORDER CLUBHOUSE ADDITION 5/80 GWB - DECORATIVE METAL GUARDRAIL, FINISHED CEILING,SEE RCP SEE DETAILS NEW FURRING WALL AT EXISTING EXTERIOR WALL,SEE PARTITION TYPES SUITE 4 SUITE 5 SUITE 5 219 220 EXISTING EXTERIOR WALL TERRACE CONSTRUCTION: ® SLOPE AWAY FROM BUILDING 2%MINIMUM, BLIND BROOK CLUB 2"BLUESTONE PAVERS SET IN MORTAR BED, PROVIDE TRENCH DRAIN WITH BRONZE EXTERIOR GRADE CAULK AT JOINTS, 5'REINF.CONC.SLAB W/ 980 ANDERSON HILL ROAD COVER ADJACENT TO EXTERIOR DOOR, 6X6 W.W.F.IN TOP 3RD OF SLAB, PARTITION CONSTRUCTION: SET FLUSH WITH PAVING, 6"CRUSHED STONE,COMPACTED RYE BROOK,NY COURSE WITH PAVING PATTERN;SEE SHEET A5.00 PROVIDE NECESSARY PIPING, CAST STONE COPING,7"THICK x 124W, ISSUE&REVISION CONNECT TO SUBSURFACE SYSTEM, 2"OVERHANG;SET IN MORAR BED COORDINATE WITH CIVIL DRAWINGS EXISTING FIRST FLOOR DATE DESCRIP110N FF 2 05/08/20 ISSUE FOR BID ELEV:V-0" 6 06/12/2020 ISSUE FOR PERMIT --- TYPICAL FLOOR CONSTRUCTION: :` •' ••• T.O.SLAB AT TERRACE SEE 1/A3.10 — " _ E E .-9-5" - TYPICAL EXTERIOR WALL CONSTRUCTION: SEE 1/A3.10 ' T.O.FOUNDATION WALL '° a AT TERRACE TYPICAL SECOND FLOOR CONSTRUCTION: ., y , •,;: •• ,. " SEE 1/A3.10 —• —-—- >��j���� ELEV:A 4 Sim - ATTACH SLAB TO EXISTING CONSTRUCN\�N • r STUCCO FINISH OVER SS METAL LATH, i i SEE STRUCTURAL DRAWINGS /\��\\�j\\�j\\�j MATCH EXISTING STUCCO EXISTING SECOND EXISTING SECOND EXISTING FIRST FLOOR CONSTRUCTIOP4\�jjjj� s•' METAL WEEP SCREED,TYP. n FLOOR FF _ L FLOOR FF "•' 6LUESTf?NE PATIO SET AT GRADE: I ELEV:12'-4 \j�\ \ \�j� SEE CIVIL DRAWINGS FOR CONSTRUCTION, IF ELEV:17-4' - " •- a I EXISTING FOUNDATION ������������ °' VERIFY PAVER FINISH AND PATTERN COPPER WEEP SCREED j�������� WITH ARCHITECT AT JOINT,SEE 4/A3.20 \���\���\���\��� NEW CONSTRUCTION ��\��\��01 •' '�' . • • EXISTING j j\j\j�j� a.; \ TYPICAL TERRACE FOUNDATION CONST: ���������� �� REINFORCED CONCRETE WALL, N� j�j% SEE STRUCTURAL DRAWINGS MEN'S LOCKER - -— -—• j\ \�j\�j\:•;; % KEYWAY,TYP. __ TYPICAL FOOTING DRAIN: 2X6 PT PLATE W/ANCHOR BOLTS, ���� :- �� 8"DIA.PERF.DRAIN W/24'CRUSHED STONE SCALE oaTl: ROOM SEE STRUCTURAL DRAWINGS °• ��'--- 109 SURROUND WITH FILTER FABRIC, 3/4"a V-0" JUNE 12 2020 CMU BOND BEAM AT TOP OF PITCH 1/8"PER FOOT TO DAYLIGHT, SHEET mU EXISTING EXTERIOR WALL, ?. SEE CIVIL DRAWINGS SEE STRUCTURAL DRAWINGS T.O.FOOTING AT WALL SECTIONS $TERRACE MEN'S LOCKER OM '•'''. •- 't.'•;;p ELEV:-6'-6" ROOM 1 I EXISTING EXTERIOR WALL n,•'• I - - TYPICAL TERRACE FOOTING CONSTRUCTION: ' ...�• •;;:I � REINFORCED CONCRETE FOOTING, SEE STRUCTURAL DRAWINGS, PROJECT No. SHEET Na BEARING ON UNDISTURBED SOIL RIDGE AND PARTITION SECTION AT SUITES 0 6' 16' POSED WALL SECTION AT SUITES o e" 1s" PROPOSED WALL SECTION AT TERRACE o 8• 1s" PRO 3 3/4"-1'-D' 2 3/4'a 1'-0' 3/4"-V-0" �•�� BBC05.00 A3.1 0 6/10/202012:04:23 PM i DECORATIVE METAL RAILI / SYSTEM TO MATCH EXISTINTl K^O K 2'THK BLUESTONE PAVE MORTAR SETTING BED,SLOPED ZBUILDING FASCADE BEYOND,TYP.7 M CAG G AWAY FROM THE BUILDING,TYP. OUTLINE OF WINDOW BEYOND,TYP. CONT.CAST STONE COPING,T THK x 12"W SE IN MORAR BED, TYP. o ASPHALT PAVING SYSTEM, 2'THK BLUESTONE PAVERS ON 2 SEE CIVIL DWGS. MORTAR SETTING BED,SLOPED AWAY FROM THE BUILDING,TYP. ARCHITECTS I PLANNERS JL TI IT.. T. _ T.O.PORCH PAVER INTERIOR DESIGNERS EL:0'-0"(VIF) 44 North Main Street.South Norwalk CT 06854 ' T 203 354 5200 F 203 354 5201 www rm-arch.com •- CIVIL ENGINEER ..'.. 1 — ° :•-, . T.O.PATHWAY PAVING AHNEMAN KIRBY =1 I I I=1 r I I=1 I=III=1 =III=III= _ - - - • ..;;.. . . . • EL:.t'-s'role C.I.P REINFORCED CONCRETE — — — — — — — — — — • `� 1171 E.PUTNAM AVE. SLAB,SEE STRUCTURAL DWGS. = I=1 I i III=III-III- I I-III=1 I i-III-III=III-III-III-I_I=I •• - BUILDING 1-SUITE 1A 6'COMPACTEDCRUSHEDSTONE �_ i ;tr•I I=I I I=I I I=I I I i -I I - i ,,�-I I I-I 1 I 1 I I=I I I=I I Ed I I=I I I=I I I=I I=III=_ I I=I I IM I I RIVERSIDE,CT06878 FILL,TYP. _ C.I.P REINFORCED CON��fLTE I-III-� I=III-III-III-III--III=III=III=1 I=1 i - III-1 I=1 203-869-4606 -III=III '•'�� III=III=III—I RAMP OVER 6"COMPACTED —��i I— _ — _ = I I ICI I I=) _ — — _ —b.I.P REINFORCED CONCRETE MEP ENGINEER C.I.P REINFORCED CONCRETE —III-I I I-III—III-I I CRUSHED STONE FILL,SEE III—)I I-I I(-i _ FOUNDATION WALL AND FOOTING, / DECORATIVE MEAL DRAILING FOUNDATION WALL AND FOOTING, :•-s I I I=I I I=I I I- STRUCTURAL DWGS. (=III=I((— •,'• I I- SEE STRUCTURAL DWGS. TIETJEN VENEGAS TO MATCH EXISTING,TYP. SEE STRUCTURAL DWGS. — •:• —I I 68 PURCHASE STREET, _ PERFORATED FOOTING DRAIN- I I=I I I- •'•'•.. RYE NY.10580 / Z I—I :' i•' •+'' I I-III-I I -I I I-i ,' TIE TO NEW STORM DRAIN ' SIDE ENTRY BLUESTONE PORCH,REFER TO _ — — — _ _ 1= — SYSTEM WRAP W/FILTER 914-967-9505 5 PORCH WALL SECTIONS FOR PORCH III— III—III III— —� — — FABRIC,SET IN CRUSHED STONE, .0 815 FLOOR CONSTRUCTION I—I 1 1—III—III—III— I I—III—III—III—I I SEE CIVIL DWGS. STRUCTURAL ENGINEER DAVID KUFFERMAN 2170 REDDING RD, w EL: PORCH PAVER ADA RAMP SECTION SIDE PORCH ENTRY ° ' � FAIRFIELD,CT 06824 EL:O-o(vIF) 203-256-1712 � CAST 4.0 DN 7THK x 12'W SETnIN MORAR BED AT T.O.STAIR&RAMP,TYP. ' O' DECORATIVE MEAL RAILING DECORATIVE MEAL RAILING DECORATIVE MEAL RAILING I DECORATIVE COLUMN DECORATIVE MEAL DRAILING SYSTEM TO MATCH EXISTING CONTINUED BEYOND SYSTEM TO MATCH EXISTING COVER BEYOND D�Cy� TO MATCH EXISTING,TYP. ER M. 0' CONT.CAST STONE COPING,7"THK x CONT.CAST STONE COPING,7-THK x I �5.coQH �0 12"W SE IN MORAR BED,TYP. 12-W SET IN MORAR BED,TYP. T.O.COURTYARD PAVING EL:-V-9'(VIF) DN 2'THK BLUESTONE TREADS 2'THK BLUESTONE TREADS DS AND 1'THK RISERS ON AND 1'THK RISERS ON BLUESTONEAND RISERS MORTAR SETTING BED,TYP. MORTAR SETTING BED,TYP. m �� / N. CAST STONE COPING BEYOND CAST STONE COPING BEYOND b 2 THK BLUESTONE PAVERS ON �'9jF�ee83t"'y0 DECORATIVE METAL / 2"THK BLUESTONE PAVERS ON L`''=i F N RAILING SYSTEM TO / ASPHALT PAVING SYSTEM,SEE CIVIL MORTAR SETTING BED,SLOPED BLUESTONE PATIO SE ON GRADE, ;� MORTAR SETTING BED,SLOPED MATCH EXISTING / DWGS.FOR CONSTRUCTION AWAY FROM THE BUILDING,TYP. SEE CIVIL DWGS.FOR CONSTRUCTION AWAY FROM THE BUILDING,TYP. CAST STONE COPING T.O.PORCH PAVER _ t'-' — ~ W/2"OVERHANG,TYP. EL 0'-0'(VIF) b T.O.TERRACa-0A_-R BLUESTONE RAMPJ. T. ' y G T.O.CORTYARD PAVIN ' • ® o •T < • PARKING DECORATIVE MEAL DRAILING k.• ,e•• —I C.LP REINFORCED CONCRETE `* _ _ — _C.I.P REINFORCED CONCRETE TO MATCH EXISTING,Typ.--\ -i I SLAB,SEE STRUCTURAL DWGS. cc '• III=I I III=SLAB,SEE STRUCTURAL DWGS. �' PRO OFFICE T.O.PATIO PAVER u' •t +` -—� Q +. — 6"COMPACTED CRUSHED STONE EL:-2'-11"(VIF) _ _ J I— III FILL,TYP. •�:` :°': '' —III=III -I j I 6"COMPACTED CRUSHED STONE FILL TYP. CLUBHOUSE C.I.P REINFORCED CONCRETE C.LP REINFORCED CONCRETE _ N-'` =III=III= -• I I=III— C.I.P REINFORCED CONCRETE FOUNDATION WALL AND FOOTING, I— I—III= STAIR OVER 6"COMPACTED I STAIR OVER W COMPACTED SEE STRUCTURAL DWGS. )I III= —I CRUSHED STONE FILL,SEE I I=III—III r. III=III—III ', III—I CRUSHED STONE FILL SEE 1j—HALFWAY HOUSE PERFORATED FOOTING DRAIN- f `• — - STRUCTURAL DWGS. — '�.I I-III=III— � `I =III- STRUCTURAL DWGS. - - * •' III C.I.P REINFORCED CONCRETE LOCATION PLAN TIE TO NEW STORM DRAIN i•*4.; ... — C.LP REINFORCED CONCRETE e _ III=III ;; III= C.LP REINFORCED CONCRETE SYSTEM WRAP W/FILTER •° a•'' FOUNDATION WALL AND FOOTING, FOUNDATION WALL AND FOOTING, FOUNDATION WALL AND FOOTING, CLUBHOUSE ADDITION 5'-6' FABRIC,SET IN CRUSHED STONE, — — SEE STRUCTURAL DWGS. SEE STRUCTURAL DWGS. -- I i=III=III= O.A. SEE CIVIL DWGS. -I I • SEE STRUCTURAL DWGS. �. PERFORATED FOOTING DRAIN- TIE TO NEW STORM DRAIN +.•., III-I I(+'' ' • I SYSTEM WRAP W/FILTER o FABRIC,SE IN CRUSHED STONE, 4 SEE CIVIL DWGS. " 5 STAIR C SECTION SIDE PORCH ENTRY 0 '� 2' 4 STAIR A&B SECTION SOUTH TERRACE r. '��� BLIND BROOK CLUB '/"a''-0" 112"=1'-0" 980 ANDERSON HILL ROAD 7 4 5 RYE BROOK,NY Issue a REVISIONS I ® DATE DESCRIP'�ION BLUESTONE PATIO 4 BLUESTONE TREADS '0 8/2 AND RISERS 2 05/00 ISSUE FOR BID DECORATIVE MEAL CAST STONE COPING SOUTN ATE 4 01 DECORATIVE MEAL 6 06/12/2020 ISSUE FOR PERMIT RAILING SYSTEM MATCH EXISTING TO W/2"OVERHANG, RAILING SYSTEM TO BLUESTONE TERRACE, I TYP. T.O.PATIO PAVER W MATCH EXISTING REFER TO WALL SECTION EL:-2-11 (VIF) 1/A 3.10 FOR TERRACE BLUESTONE TREADS — FLOOR CONSTRUCTION AND RISERS 2" — — — — — — — - 2' di L4 - - - 8' 2° 1 IL - - - — I 40 ; SOUTH zo — — — — — — — —TERRACE I I I €a I I PLATFORMS I I � T.O.TERRACE PAVER b T.O.PLATFORM PAVER EL:0'-0'(VIF) I I i I I EL-1'-9"(VIF) ON -- I~— CONT.CAST STONE COPING, — 7"THK x 12V SET IN MORAR 6" T.O.TERRACE PAVER ZS BED AT T.O.STAIR,TYP. b '� EL:0'-0"(VIF) T.O.PATHWAY PAVING ti SOUTH EL:-1'-9"( L DECORATIVE COLUMN 1'- 3'-B" '-6" TERRACE SCALE DATE COVER 4 TREADS 0 11"MIN. 813 DECORATIVE COLUMN 1/2"=V-0" JUNE 12 2020 DECORATIVE MEAL COVER BLUESTONE TERRACE, I ASPHALT PAVING DECORATIVE MEAL CAST STONE COPING RAILING SYSTEM TO REFER TO WALL SECTIONONE SHEET TITLE PATHWAY RAILING SYSTEM TO — — — — W/2'OVERHANG,TYP. MATCH EXISTING,TYP. 1/A 3.10 FOR TERRACE 7CONT x AST SE IN MOCOPIRAR EXTERIOR STEPS AND MATCH EXISTING,TYP. FLOOR CONSTRUCTION BED AT T.O.STAIR,TYP. RAMP PROJECT No. SHEET No. STAIR C&ADA RAMP PLAN SIDE PORCH ENTRY '' 2' 2 STAIR B PLAN SOUTH TERRACE '' 2' STAIR A PLAN SOUTH TERRACE ° ' 2 o BBC05.00 A4.01 112"-V-" 1/2"a t-o" 1 1/2"=V-o" 6/10/202012:04:34 PM 6 D ROGERS 2x PT PLATE BOLTED TO i --TYPICA EXTERIOR WALL CONSTRUCTION: MCCAGG TOP FLANGE OF W BEAM SEE 3/4"T&G PLYWOOD SUBFLOOR COPPER WEEP SCREED CONTINUOUS OVER TOP OF 2X PT PLATE TURN EPDM ROOFING AND t I FLASHING UP WALL 12"MINIMUM; TYPICAL SECOND FLOOR PROVIDE SEAMLESS TRANSITION RAFTER TAIL A CONSTRUCTION: I AND SEAMLESS CORNERS AT -COMPOSITE MOULDINGS SEE 1/A3.10 ARCHITECTS PLANNERS ENTIRE PERIMETER ABOVE - hFL�IRN SECOND INTERIOR DESIGNERS ELEV:12'-4- 44 North Main Street,South Norwalk CT 06854 RAFTER TAIL C T 203 354 5200 F 203 354 5201 --- _-_ OIL T.O.STEEL www.rm-arch.com z ELEV:12'-0 3/4' NEW FLAT ROOF ASSEMBLY: CIVIL ENGINEER RAFTER TAIL A ao EPDM MEMBRANE D }- RIGID INSULATION,TAPERED AHNEMAN KIRBY �. VAPOR BARRIER 1171 E.PUTNAM AVE. EXXISTING ROOF STRUCTURE BUILDING 1-SUITE 1A r RAFTER TAIL B -�_� INSULATION THICKNESS AS RIVERSIDE,CT 06878 REQUIRED FOR CODE 203-869-4606 1x TBG,MATCH EXISTING _ -._ COMPLIANCE MEP ENGINEER TIETJEN VENEGAS ~ -- JOIST HANGER,SEE STRUCTURAL DRAWINGS EXISTING 68 PURCHASE STREET, i ROOF SPRAY FOAM INSULATION AT CAVITY STRUCTURE RYE,NY.10580BLOCKING TO ATTACH 914-967-9505 EXTERIOR SHEATING, RAFTER TAIL B ATTACH TO W BEAM STRUCTURAL ENGINEER STEEL BEAM,SEE STRUCTURAL DRAWINGS ADJUSTABLE STEEL ANGLES, 21170 REDDING D, SEE STRUCTURAL DRAWINGS FAIRFIELD,CT 06824 7 RCP RAFTER TAILS-OUTSIDE CORNER NEW FLOOR/NEW W BEAM/EXISTING ROOF DETAIL r,. 4��° 203-256-1712 1/2"a 1'-0" 1 1/2"a V-0" 4 5 A TEAL SECOND FLOOR CONSTRUCTION: ,���D Afj COMPOSITE MOULDINGS - SEE 1/A3.10 ER�SOPN M• M�c9ct�`O� ABOVE TYPICAL EXTERIOR WALL CONSTRUCTION: I SEE 1/A3.10 i 1x T&G,MATCH EXISTING N �� EXISTING SECOND FO RAFTER TAIL C RAFTER TAIL C FLOOR FF F N RAFTER TAIL B -LEVAZ-4" I LVL RIM 2X6 PT PLATE W/ANCHOR BOLTS, PARKING oo SEE STRUCTURAL DRAWINGS - PRO OFFICE NON- COPPER WEEP SCREED AT JOINT,SEE 4/A3.20 CLUBHOUSE MATCH EXISTING SHAPE,WIDTH,PROJECTION,AND SPACING OF EXISTING RAFTER TALE.SALVAGE '' `" _ _ _NEW CONSTRUCTION EXISTING RAFTER TAILS DURING DEMOLITION TO D EXISTING jCREATE A TEMPLATE FOR NEW RAFTER TALS. ' +� CMU BOND BEAM AT TOP OF �--HALFWAY HOUSE j EXISTING EXTERIOR WALL, LOCATION PLAN - I SEE STRUCTUAL DRAWINGS EXISTING WALL CLUBHOUSE ADDITION VERIFY CONNECTION DETAIL AND SPECIFICATION WITH 'v ! STRUCTURAL DRAWINGS (';�tTAIL TYPES o 2" 4" RCP RAFTER TAILS-INSIDE CORNER 0 '' �' NEW FLOOR/TOP OF EXISTING EXTERIOR WALL DETAIL 0 4" 8" RAFTER 3"a 1'-0" 1 1/2-a V-0, BLIND BROOK CLUB 980 ANDERSON HILL ROAD --- — TY -- SIDE ENTRY ---------- - - PICAL CEILING/ATTIC CONSTRUCTION: RYE BROOK,NY PORCH ENTRY HALL SEE 2/A3.10 ISSUE a REVISIONS 815 1 1 O -TYPICAL ROOF CONSTRUCTION• ® DATE DESCRIPTION DECORATIVE METAL GUARDRAIL, WEATHER BARRIER •" SEE 1/A3.10 • •'• 2 05/08/20 ISSUE FOR BID T'`"SEE DETAILS 6 06/12/2020 ISSUE FOR PERMLT �• •: •= ;;r, CAST STONE COPING,7-THICK X 12-W, COORDINATE STRUCTURAL ROOF RAFTER SET IN MORAR BED ;y AND DECORATIVE RAFTER TAIL WITH �a::'• "r STRUCTURAL DRAWINGS LANDING CONSTRUCTION OVER AREAWAY: -BLOCKING,ATTACH T'.;::• �;= •, O SHEATHING SLOPE AWAY FROM BUILDING 29'a MINIMUM MEMBRANE FLASHING ,• r a 2"BLUESTONE PAVERS SET IN MORTAR BED, ICE&WATER,FULL COVERAGE ' ' ;' :; t• EXTERIOR GRADE CAULK AT JOINTS •• ? •'�•:�;n:• ;' -�•` ;�-_ REINFORCED CONCRETE SLAB, 'i'.7`': TYPICAL —— -- ; '' FLASHING NEW METAL DOOR SILL AT �;;:'•:•:•• ICAL EXTERIOR WALL CONSTRUCTION: :,,:•.-=:�.r�"� MEMBRANE SEE STRUCTURAL DRAWINGS EXISTING EXTERIOR DOOR SEE 1/A3.10 COPPER FLASHING,INTERLOCK WITH EXISTING FIRST FLOOR GUTTER LINING FF :,.. :..•:;;it .;.�}' ., :::';~ ELEV 0'-0" Z •:' ;:•; ICE&WATER,BOTTOM COURSE �.: ..'4 M•i r f`r' ''`'`: r COPPER LINED BUILT-IN EXISTING FLOOR FRAMING ,y '% GUTTER ASSEMBLY, _ .• •'e .ate- j / MATCH EXISTING • -, _ T.O.PLATE EXISTING FOUNDATION WALL SS ANGLES,ATTACH TO EXISTING r -FOUNDATION,SFE : STRUCTURAL DFAWINGS -`--- REINFORCE EXISTING ;;��;'.;�'':' COPPER WEEP SCREED OPENING HEADER AS REQUIRED •• - SCALE DATE EXISTING FOR NEW LANDING CONSTRUCTION, AS NOTED JUNE 12 2020 AREAAWAY SEE STRUCTURAL DRAWINGS i COMPOSITE MOULDINGS, SHEET TITTLE 4' MATCH EXISTING SEALANT AND BACKER ROD 1x T&G,MATCH EXISTING COMPOSITE&4x FACIA/1x SOFFIT,TYP. SECTION DETAILS AND RAFTER DETAILS COMPOSITE FACIA ASSEMBLY, RAFTER TALI..,MATCH EXISTING, MATCH EXISTING SEE DETAIL 2/A3.30 EXISTING EXTERIOR STUCCO FINISH PROJECT No. SHEET Na 5 SIDE ENTRY PORCH LANDING bETAIL o 8' 16" WEEP SCREED DETAIL AT NEW/EXISTING EXTERIOR STUCCO OO 1 TYPICAL EAVE DETAIL o a" 8" BBCOS. 1 1/2"-1'-0" A3.20 6/10/202012:04:29 PM / DECORATIVE METAL RAILING SYSTEM TO MATCH EXISTIN ROGER S 2'THK BLUESTONE PAVERS ON MORTAR SETTING BED,SLOPED ZBUILDING FASCADE BEYOND,TYP. I�/I C /� AWAY FROM THE BUILDING,TYP. OUTLINE OF WINDOW BEYOND,TYP. I"I /-1 CONT.CAST STONE COPING,T' GG THK x 12"W SET IN MORAR BED, TYP. \ o ASPHALT PAVING SYSTEM, 2"THK BLUESTONE PAVERS ON SEE CIVIL DWGS. MORTAR SETTING BED,SLOPED Mai AWAY FROM THE BUILDING,TYP. ARCHITECTS I PLANNERS _ _ _ _ _ _ _ _ _ _ T.O.PORCH PAVER INTERIOR DESIGNERS EL:0'-0"(VIF) 44 North Main Street,South Norwalk CT 06854 ` T 203 354 5200 F 203 354 5201 f a . www rm-arch.com f• s CIVIL ENGINEER • 4 i• '-- _ — `° :•. 4 ob T.O.PATHWAY PAVING =1 I I=1 r I I-III-III-i _III-III- - - I- - EL:-1'-W NIA AHNEMAN KIRBY C.I.P REINFORCED CONCRETE — — — — — — — . •� 1171 PUTNAM AVE. SLAB,SEE STRUCTURAL DWGS. — I=III I I El —� _ ___— — — — — — — •• E. _ I I-III I-III III-III-III-III BUILDING 1-SUITE 1A I - i i�-III=III,;,III=1 I I=I I I=I I M I MI I I=I I I-I 1 I-III-III-III_ -.'I I-III-III RIVERSIDE,46 06878 6'COMPACTED CRUSHED STONE —III=I� -•I I=III=III=)I I III=1� MI - 203-869-4606 FILL,TYP. -I i El 11 I I Ed I I=III-I CAP REINFORCED CON���TE i- III-III=III-I i I=i I I=III=III=I I I - III=I�I=I I �_ — •':,:. — — _ RAMP OVER 6"COMPACTED i--III—III=I = _ _ — —I C.I.P REINFORCED CONCRETE MEP ENGINEER C.I.P REINFORCED CONCRETE - —III-I I I-I I I-I I I-I I CRUSHED STONE FILL,SEE I I I-I I I-I I M — FOUNDATION WALL AND FOOTING, / DECORATIVE METAL DRAILING FOUNDATION WALL AND FOOTING, = III=III=III- STRUCTURAL DWGS. I=III=III I I- SEE STRUCTURAL DWGS. TIETJEN VENEGAS TO MATCH EXISTING,TYP. SEE STRUCTURAL DWGS. — a —I - 68 PURCHASE STREET, _ _ _ PERFORATED FOOTING DRAIN- / c _ _ .. RYE NY.10580 a•' •+' I I-I I I-I I -III=I •4`.�o ~; TIE TO NEW STORM DRAIN ' SIDE ENTRY ZBLUESTONE PORCH,REFER TO _ - - - _ - I- SYSTEM WRAP W/FILTER 914-967-9505 WALL SECTIONS FOR PORCH III— —III—III —III_ FABRIC,SET IN CRUSHED STONE, / a .0 PORCH H FLOOR CONSTRUCTION I-i I I-III-III-III- I I-III-III-III-I I SEE CIVIL DWGS. STRUCTURAL ENGINEER DAVID KUFFERMAN O,EL: PORCH PAVER ADA RAMP SECTION SIDE PORCH ENTRY o 1' r 2170 REDDING RD, FAIRFIELD,CT 06824 EL:o'-o"(VIF) 203-256-1712 '��\ DN CONT.CAST STONE COPING, a.0 7"THK x 12'W SET IN MORAR \ BED AT T.O.STAIR&RAMP,TYP. • O, • DECORATIVE METAL RAILING—- DECORATIVE METAL RAILING DECORATIVE METAL RAILING-- DECORATIVE COLUMN DECORATIVE METAL DRAILING SYSTEM TO MATCH EXISTING CONTINUED BEYOND SYSTEM TO MATCH EXISTING COVER BEYOND a�0 C TO MATCH EXISTING,TYP. \�•<<G QNER M Mhr CONT.CAST STONE COPING,7"THK x CONT.CAST STONE COPING,7-THK x 'O O� T.O.COURTYARD PAVING \ 12-W SET IN MORAR BED,TYP. 12'W SET IN MORAR BED,TYP. s EL:-1'-9'(VIF)W DN 2"THK BLUESTONE TREADS 2'THK BLUESTONE TREADS - z�z AND 1'THK RISERS ON AND 1'THK RISERS ON O BLUESTONE TREADS AND RISERS MORTAR SETTING BED,TYP. MORTAR SETTING BED,TYP. DECORATIVE METAL / CAST STONE COPING BEYOND - 2'THK BLUESTONE PAVERS ON CAST STONE COPING BEYOND II t _j 2"THK BLUESTONE PAVERS ON 9TFOF N � RAILING SYSTEM TO M ASPHALT PAVING SYSTEM,SEE CIVIL MORTAR SETTING BED,SLOPED BLUESTONE PATIO SET ON GRADE, - � � MORTAR SETTING BED,SLOPED MATCH EXISTING / DWGS.FOR CONSTRUCTION AWAY FROM THE BUILDING,TYP. SEE CIVIL DWGS.FOR CONSTRUCTION O AWAY FROM THE BUILDING,TYP. V _ If ~CAST STONE COPING T.O.PORCH PAVER T.O.TERRACE PAVER W/2"OVERHANG,TYP. EL:0'-0"(VIF) b EL:V-0"(VIF BLUESTONE RAMP------- �J IL ? ,� � - .• � � , �� �••-U " T.O.CORTYARD PAVING .• �� � T. < PARKINGI — EL:-1'-9'(VIF) r •' I N' "' .' — = :• T �.•..- lA •• C.LP REINFORCED CONCRETE ! _ ,• III=I I I I C.I.P REINFORCED CONCRETE DECORATNE METAL DRAILING PRO OFFICE TO MATCH EXISTING,TYP. I -I I SLAB,SEE STRUCTURAL DWGS. '%' -SLAB,SEE STRUCTURAL DWGS. __I--I I i-i I I I I •-, --III-III--III. III-I I-- T.O.PATIO PAVER 6"COMPACTED CRUSHED STONE '" '` 1 •1 II I—I ' 6"COMPACTED CRUSHED STONEEL:-2'-11"NIFS FILL,TYP. CLUBHOUSE FILL, UBHOUSEFILL,TYP. _ _ _C.I.P REINFORCED CONCRETE CAP REINFORCED CONCRETE - - - N-'` =III=III= I I=III- -C.I.P REINFORCED CONCRETE FOUNDATION WALL AND FOOTING, 6 I— ': I=)I I= `. —III- STAIR OVER "COMPACTED '. l STAIR OVER 6"COMPACTED SEE STRUCTURAL DWGS. III III= -I CRUSHED STONE FILL,SEE I-III-III III=III-III •r III-I CRUSHED STONE FILL,SEE HALFWAY HOUSE PERFORATED FOOTING DRAIN- f• - STRUCTURAL DWGS. - -I ?`•I I-I I El I I-', I I-I I I; STRUCTURAL DWGS. LOCATION PLAN - — '� III 'y.'' _ C.I.P REINFORCED CONCRETE 'TIE TO NEW STORM DRAIN �-.,.;;;!., — C.LP REINFORCED CONCRETE :`_.�,__III=III=III .- :; III= SYSTEM WRAPW/FILTER I=`%";,:r�,' I I= FOUNDATION WALL AND FOOTING, C.I.PREINFORCEOCONCRETE CLUBHOUSE ADDITION FABRIC,SET IN CRUSHED STONE, j FOUNDATION WALL AND FOOTING, - I I-III-III - -I I I = =I I SEE STRUCTURAL DWGS. SEE STRUCTURAL DINGS. — — FOUNDATION WALL AND FOOTING, SEE STRUCTURAL DWGS. O.A. SEE CIVIL DWGS. — PERFORATED FOOTING DRAIN- ''•'I I—III— •: i TIE TO NEW STORM DRAIN +.•••?. '• I I I=III ' SYSTEM WRAP W/FILTER - -' c FABRIC,SET IN CRUSHED STONE, 1- I I III i I — I I- g SEE CIVIL DWGS. " 5 STAIR C SECTION 0 SIDE PORCH ENTRY ° 2' 0_-\,_STAIR A&B SECTION SOUTH TERRACE ° '� z BLIND BROOK CLUB 112"=V-0" 980 ANDERSON HILL ROAD 7 4 5 RYE BROOK, NY ISSUE a REVISIONS BLUESTONE PATIO 4 BLUESTONE TREADS ® DATE I DESCAIP'TION _ AND RISERS 2 05/08/20 ISSUE FOR BID SOUTHPATIO4.01 8 08/12/2020 ISSUE FOR PERMITRAILING SYSTEM DECORATIVE METAL CAST STONE COPING 814 DECORATIVE METAL MATCH EXISTING TO W/2"OVERHANG, m RAILING SYSTEM TO BLUESTONE TERRACE, I TYP. T.O.PATIO PAVER ti MATCH EXISTING REFER TO WALL SECTION EL:-2-11 (VIF) ZL 1/A 3.10 FOR TERRACE BLUESTONE TREADS - AND RISERS _ 2' FLOOR CONSTRUCTION 2" — — — — — — — I Z I L 4 - - - 8' 2° - - - - i l l l l 40 �' I l8J TERUTH RACE I I I io I I PLATFORM E I DN fE — — — — — — — — - I T.O.TERRACE PAVER ob T.O.PLAT RM PAVER EL:0'-0'(VIF) I I I I EL-1'-9"(VIF) DN CONT.CAST STONE COPING, - F 7"THK x 12"W SET IN MORAR 6' T.O.TERRACE PAVER b BED AT T.O.STAIR,TYP. b EL:0'-0"(VIF) T.O.PATHWAY PAVING t� SOUTH EL:-1'-9"(VIF) DECORATIVE COLUMN 1'- 3'-8" '- TERRACE SCALE DATE 6" 1/2"=1'-0" JUNE 12 2 13 DECORATIVE COLUMN COVER 4 TREADS @ 11'MIN. 020 DECORATIVE METAL-A BLUESTONE TERRACE, ' COVER DECORATIVE METAL- CAST STONE COPING RAILING SYSTEM TO REFER TO WALL SECTION SHEET TITLE ASPHALT PAVING _ _ — —I W/2"OVERHANG,TYP. MATCH EXISTING,TYP. CONT.CAST STONE COPING, PATHWAY RAILING SYSTEM TO — 1/A 3.10 FOR TERRACE 7'THK x 12'W SET IN MORAR EXTERIOR STEPS AND MATCH EXISTING,TYP. FLOOR CONSTRUCTION BED AT T.O.STAIR,TYP. RAMP PROJECT No. SHEET Na STAIR C&ADA RAMP PLAN SIDE PORCH ENTRY ° Q;,�' STAIR B PLAN SOUTH TERRACE ° '' 2' STAIR A PLAN 0 SOUTH TERRACE ° ' r BBC05.00 A4.01 1/2'=1'-0" 2 1/2"=l'-0' 1 1/2"=V-0" 6/10/2020 12:04:34 PM ROGERS McCAGG ARCHITECTS I PLANNERS INTERIOR DESIGNERS 44 North Main Street.South Norwalk CT 06854 T 203 354 5200 F 203 354 5201 www rm-arch.com CIVIL ENGINEER AHNEMAN KIRBY 1171 E.PUTNAM AVE. BUILDING 1-SUITE 1A RIVERSIDE,CT 06878 203-869-4606 MEP ENGINEER TIETJEN VENEGAS 68 PURCHASE STREET, RYE,NY.10580 914-967-9505 C �2 STRUCTURAL ENGINEER DAVID KUFFERMAN �� 2170 REDDING RD, FAIRFIELD,CT 06824 203-256-1712 I I I I :,R MRcy�� EXISTING CLAY ROOF TILE I SYSTEM TO REMAIN,TYP. EXISTING ROOF STRUCTURE TO REMAIN G+c :.t EXISTING CLAY ROOF TILE r r "7 - PROVIDE FIRE RATED �Ir +-•�_� - SYSTEM TO REMAIN,TYP. "~''`�,'Y' ASSEMBLY AT CEILING OF �.`�%s"f:, ." ELEVATOR SHAFT TO SEPARATE Y EXISTING ROOF STRUCTURE a ��`=+=°`' ATTIC ELEVATOR SHAFT FROM �� ATTIC TO REMAIN � 301 EXISTING ROOF FRAMING 2 2 OF N �o 301 HOIST STEEL BEAM,SEE HOIST STEEL BEAM,SEE STRUCTURAL DWGS •?' STRUCTURAL DWGS 6 6 ATTIC `- 301 I 1dri. 5'- IS • 1(SHAFT) V = I PARKING C7 S2 W W B = - -- B Fr w - w REINFORCED W CMU REINFORCED 6"CMU , �-— o I SHAFT WALLS,SEE s PRO OFFICE • SHAFT WALLS,SEE • ' °D STRUCTURAL DWGS,TYP. I C'� STRUCTURAL DWGS,TYP. clie iv I ELEV. i b$ C ELEV. C CLUBHOUSE I I Ule -1 , d 4- 0 E-1UPPER I I O QI c� 5 FOYER I I IC ACCESS < ¢ J b STAIR HALL d b 0 HALL 4 0 I ELEVATOR 201 i i 211 S03 a 209 F I 209 --- VESTIBULE —HALFWAY HOUSE STAIR i I. S03 STAIR _-- I LOCATION PLAN I EXISTING SECOND i EXISTING SECOND LLJ cm:) --- -- FLOOR 2 4" ' FLOOR LyF4" - _ ; CLUBHOUSE ADDITION FURRING PARTITION SEE FURRING PARTITION SEE ATTIC ACCESS PLAN FOR TYPE,TYP. STORAGd PLAN FOR TYPE,TYP. 211 102 ELEV. E, BLIND BROOK CLUB FURRING PARTITION SEE PLANS FOR TYPE,TYP. 980 AN D ERSON HILL ROAD 4 ELEVATOR PLAN AT SECOND LEVEL ELEVATOR PLAN AT GROUND LEVEL JII I II E 1/4=1-0" 3 1/4"=,'-o" RYE BROOK,NY 1'I I I I STAIR i ESTILEVATOR6 d w ISSUE 6 REVISIONS ENTRY H I'I I I II STORAGE `�i o BULEd b 01 II I II 102 oc ® 0 103 id e • ® DATE DESCRIPTION II I II o< 0 2 05/0820 ISSUE FOR BID EXISTING FIRST FLOOR I e EXISTING FIRST FLOOR 2 6 0&12/2020 ISSUE FOR PERMIT ICI I I ►I w FF w FF Q ELEV-O'-0" -3 -- 0" 2 ——� REINFORCED 8'CMU r6 SHAFT WALLS,SEE STRUCTURAL DWGS,TYP. 5'a - SHAFT) PAINTED STEEL e a O 12'THK REINFORCED ————-4 ——————-i LADDER I I WORKSHOP a CART CONC WALLS,SEE BASEMENT I I I CART 00 e O It -j HALL STORAGE C z U ,STORAGE d b — STRUCTURAL DWGS I I EX01 i I i i 01 e e ® REINFORCED 8"CMU S SUMP PIT W/STEEL HAFT WALLS,SEE GRATE COVER,SEE —— STRUCTURAL DWGS,TYP. !C PLUMBING DWGS, w =I I C _ e LEV. o \ BASEMENT E-1 ) l�tt�� BASEMENT to �-"� I nunIj -PELEV:-9'-8" _ - 5 5 5 ELEv.hl = ELEV:-9-8" 4 0 rn .0 -o PIT I'' rn , CART I iv . I b, o� o REINFORCED CONC c rL STORAGE I t '!` i i I ' WALL,FOOTING AND p °f 001 I I I u IF. t SLAB ON GRADE,SEE 1° WORK SHOP M REINFORCED CONC O I a I FOOTING AND SLAB STRUCTURAL DINGS - I ® ON GRADE,SEE I I SCALE DATE T.O.ELEVATOR PIT n T.Q.ELEVATOR PIT- STRUCTURAL DWGS _ 1/4 1-0" JUNE 122020 -ELEV:14'-8" OUTLINE OF 24"x 24"x24" ELEV:-14'-8' � "a t ! - ELEVATOR MRL ACCESS SUMP PIT BEYOND i PAINTED STEEL ELEVATOR MRL ACCESS FURRING PARTITION SEE L _ — —— _ SHEET TITLE DOOR AS SCHEDULED ____� LADDER DOOR AS SCHEDULED PLAN FOR TYPE,TYP. 5'- SHA _ ELEVATOR SHAFT _ OUTLINE OF 24'x 24"x24' 3- 2-'" PLANS,SECTIONS& SUMP PIT BEYOND D R 7-9 DETAILS PROJECT No. SHEET Na .. 6 ELEVATOR SHAFT SECTION NORTH SOUTH 5 ELEVATOR SHAFT SECTION EAST WEST (-q)­ELEVAT0R PLAN AT BASEMENT LEVEL 1 A4.02 1/4"a 10"'- 1/4"Q 1'-0" 1/4 ELEVATOR PIT PLAN BBC05.o0'a 1'•0" 1/4"a V-0" 6/10/2020 12:04:38 PM WIDTH AS REQ'D WIDTH AS REQ'D FOR FINISH ALIGNMENT FOR FINISH ALIGNMENT UNDERSIDE OF STRUCTURAL FRAMING UNDERSIDE OF STRUCTURAL FRAMING UNDERSIDE OF STRUTURAL FRAMING UNDERSIDE OF STRUCTURAL FRAMING CAULK PERIMETER WITH NON- " ?�'` >' =: CAULK PERIMETER WITH NON- CAULK 5/8 MTL TOP TRACK,SECURE TO-- _:•..,�.; , rn CAULK PERIMETER WITH NON-INTUMESCENT SEALANT w INTUMESCENT SEALANT AT FIRE& ._.. D O D C AT FIRE&SOUND RATED PARTITIONS SOUND RATED PARTITIONS STRUCTURE AS REQUIRED „.:; ;�;,,: INTUMESCENT SEALANT AT FIRE& w I\ '`J dar SOUND RATED PARTITIONS : a STEEL ANGLE,REFER TO STRUCTURAL DRAWINGS MCCAGG FINISHED CLG I ;I BOND BEAM WHERE NOTED,REFER TO--- FINISHED CLG F==------ --- --------�= STRUCTURAL DRAWINGS I l i;.I " = FINISHED CLG (; ;.: MTL TRACK,RUN WALL TO UNDERSIDE OF FRAMING I MTL TRACK,RUN WALL TO UNDERSIDE OF - I :-i i I 5/8"TYPE X GWB 2X TOP PLATE AT LOAD BEARING WALLS- FRAMING I I ROXUL ACOUSTIC INSULATION AT STUD CAVITY I BATT INSULATION AT STUD CAVITY --- I �"=n-__'' - - '------d'f I FINISHED CLG 5/8"TYPE X GWB BOTH SIDES ' I TAG IDE I I ARCHITECTS PLANNERS 5/8"TYPE X GWB BOTH SIDES-- '' TAG SIDE ROXUL ACOUSTIC INSULATION AT STUD — I INTERIOR DESIGNERS 21/2'METAL STUD BRACE(@48"O.C.MAX)---- > CAVITY y BLOCKING AS NOTED North Main Street.South Norwalk CT 06854 T 203 354 5200 F 203 354 5201 3 5/8'MTL STUD FRAMING �.! I CMU HOISTWAY CONSTRUCTION, ;I www.rm-arch com SEE FINISH PLANS FOR FINISH MATERIAL SEE STRUCTURAL DRAWINGS SEE FINISH PLANS FOR FINISH MATERIAL —' I SEE FINISH PLANS FOR FINISH MATERIAL I i i I I CIVIL ENGINEER ( 2 t/2"(MIN.)METAL STUD FRAMING -r I SEE FINISH PLANS FOR FINISH MATERIAL 2X4(MIN.)WOOD STUD FRAMING---- FOR EACH WALL i I AHNEMAN KIRBY FOR EACH WALL � � BASE(AS SCHEDULED) 5/8"GWB BOTH SIDES —- 1171 E.PUTNAM AVE. BASE(AS SCHEDULED) I:' I 1 51W MTL STUD RUNNER,SECURE TO I; BASE(AS SCHEDULED) ---- I :I BUILDING 1-SUITE 1 A MTL TRACK I BASE(AS SCHEDULED) I I STRUCTURE AS REQUIRED I: 2x WD PLATE.PROVIDE P.T.PLATES WHERE I > I RIVERSIDE CT 06878 s MTL TRACK --- I '• I HOLD FINISH 5/8'ABOVE SLABS.CAULK I CONTACT SURFACE IS CONCRETE OR MASONRY I I 203-869-4606 HOLD FINISH SWES ABOVE SLABS.CAULK PERIMETER WITH I ti•< HOLD FINISH 5/8"ABOVE SLABS.CAULK I': � I PERIMETER WITH NON-INTUMESCENT SEALANT ;' HOLD FINISH 5/8"ABOVE SLABS.CAULK-------- PARTITIONS NON-INTUMESCENT SEALANT AT FIRE&SOUND RATED PERIMETER WITH NON-INTUMESCENT I =;I AT FIRE&SOUND RATED PARTITIONS ( PERIMETER WITH NON-INTUMESCENT :i I MEP ENGINEER SEALANT AT FIRE&SOUND RATED PARTITIONS SEALANT AT FIRE&SOUND RATED PARTITIONS I I; I FINISHED FLOOR(AS SCHEDULED) I I • I TIETJEN VENEGAS FINISHED FLOOR(AS SCHEDULED) '•, FINISHED FLOOR(AS SCHEDULED) FINISHED FLOOR(AS SCHEDULED)---,,,, I 68 PURCHASE STREET, RYE,NY.10580 SUBFLOOR SUBFLOOR SUBFLOOR SUBFLOOR 914-967-9505 STRUCTURAL ENGINEER DAVID KUFFERMAN 2170 REDDING RD, WALL TYPE A WALL TYPE B FAIRFIELD,CT 06824 WALL TYPE C WALL TYPE D A 3"-I'-Cr B 3"-I'-(r C 3'=V-0" D 3"=V-0" 203-256-1712 UNDERSIDE OF STRUCTURAL FRAMING UNDERSIDE OF STRUCTURAL FRAMING UNDERSIDE OF STRUCTURAL FRAMING UNDERSIDE OF CEILING FRAMING R WITH NOWINTUMESCENT SEALANT �D ARC cn w CAULK PERIMET AT FIRE&SOUND RATED PARTITIONS 'ycy/F CAULK PERIMETER WITH NON-INTUMESCENT SEALANT w g NER M. 1 n� AT FIRE&SOUND RATED PARTITIONS U I I All, FINISHED CLGFINISHED CLG r'I FINISHED CLG ::; FINISHEDCLG DOUBLE TOP PLATE AT LOAD BEARING WALLS ' MTL TRACK,RUN WALL TO UNDERSIDE OF FRAMING --- DOUBLE TOP PLATE AT LOAD BEARING WALLS I I DOUBLE TOP PLATE AT LOAD BEARING WALLS :' FOF N ROXUL ACOUSTIC INSULATION AT STUD CAVITY I 5/8"GWB I I I (; 2x6 STUD FRAMING I I _ i 2x4 STUD FRAMING,COORDINATE SIZE WITH LEGEND&TAG 2x4 STUD FRAMING —�-- _ TAG SIDE BLOCKING AS NOTED - F• Y' I PARKING BLOCKING AS NOTED - ' BLOCKING AS NOTED 1 5/8"MTL STUD FRAMING SEE FINISH PLANS FOR FINISH MATERIAL I SEE FINISH PLANS FOR FINISH MATERIAL SEE FINISH PLANS FOR FINISH MATERIAL- %' . I SEE FINCH PLANS FOR FINISH MATERIAL I f _PRO DICE 5/8"GWB BOTH SIDES I I I I• I 5/8'TYPE X BOTH SIDES I I Q _ ",T. �- 5/8"GINS BOTH SIDES CLUBHOUSE ' BASE(AS SCHEDULED) BASE(AS SCHEDULED)-- i,, I BASE(AS SCHEDULED) I BASE(AS SCHEDULED)—----- 2x WD PLATE.PROVIDE P.T.PLATES WHERE CONTACT - 2x WD PLATE.PROVIDE P.T.PLATES WHERE CONTACT I I MTL TRACK I 2x WD PLATE.PROVIDE P.T.PLATES WHERE CONTACT------ I �'I SURFACE IS CONCRETE OR MASONRY SURFACE IS CONCRETE OR MASONRY I ''I I SURFACE IS CONCRETE OR MASONRYHALFWAY HOUSE HOLD FINISH 5M"ABOVE SLABS.CAULK PERIMETER— :I f I HOLD FINCH 5/8"ABOVE SLABS.CAULK PERIMETER WITH NON-INTUMESCENT SEALANT AT FIRE&SOUND I I LOCATION PLAN WITH NOWINTUMESCENT SEALANT AT FIRE&SOUND I =`•I I :'.I RATED PARTITIONS Li : RATED PARTITIONS I :'.I I I ==I FINISHED FLOOR(AS SCHEDULED) FINISHED FLOOR(AS SCHEDULED) FINISHED FLOOR(AS SCHEDULED)---,,,, LFINISHED FLOOR(AS SCHEDULED) CLUBHOUSE ADDITION r SUBFLOOR GENERAL NOTE: SUBFLOOR SUBFLOOR SUBFLOOR COORDINATE NEW COLUMN WRAP FRAMING AND FINISHES WITH NEW LOCKER LAYOUT WALL TYPE F WALL TYPE G WALL TYPE H WALL TYPE J BLIND BROOK CLUB F 3"-V-0" G 3"a V-0" H 3" 1'-0" J 3'a V-0" 980 ANDERSON HILL ROAD ---- RYE BROOK,BY ISSUE ID REVISIONS PARTITION NOTES ® DATE DESMP710M UNDERSIDE OF STRUCTURAL FRAMING--**, UNDERSIDE OF STRUCTURAL FRAMING UNDERSIDE OF STRUCTURAL FRAMING—N.. 05/08/20 ISSUE FOR BID THE FOLLOWING APPLY TO ALL PARTITION TYPES UNLESS MORE STRINGENT 6 06/12/2020 ISSUE FOR PERMIT ;i to REQUIREMENTS ARE ESTABLISHED IN THE SPECIFICATIONS OR BY NOTES IN THE CAULK PERIMETER WITH NON-INTUMESCENT SEALANT w CAULK PERIMETER WITH NON-INTUMESCENT SEALANT w CONSTRUCTION PLANS OR DETAILS. AT FIRE&SOUND RATED PARTITIONS `: Q AT FIRE&SOUND RATED PARTITIONS (� > 1.ALL FRAMING TO BE SPACED @ 16"O.C.UNLESS OTHER WISE NOTED. r FINISHED CLG (�, ( I'Y I 2.ALL METAL STUD FRAMING TO BE 16 GAUGE UNLESS OTHER WISE NOTED. �• SOUNDPROOFING MEMBRANE AT SUITE SIDE BETWEEN `.�I I i 3.ALL WALLBOARD FOR RATED CONSTRUCTION SHALL BE 5/8"GYPSUM TYPE X FOR WALLS AND 518" FINISHED CLG STUD FRAMING AND GWB I'. I FINISHED CLG I GYPSUM TYPE C FOR CEILINGS UNLESS OTHERWISE NOTED AND SHALL COMPLY WLTH UL LISTED MTL TRACK,RUN WALL TO UNDERSIDE OF FRAMING DOUBLE TOP PLATE AT LOAD BEARING WALLS I DOUBLE TOP PLATE AT LOAD BEARING WALLS I J -• I ASSEMBLIES.ALL WALLBOARD FOR NON-RATED CONSTRUCTION SHALL BE 518". CLOSED CELL SPRAY FOAM INSULATION AT STUD CAVITY _ 2x6 STUD FRAMING,COORDINATE SIZE WITH LEGEND&TAG -- t' I ROXUL ACOUSTIC INSULATION AT STUD CAVITY I 4.ALL WALLBOARD USED BEHIND TILE OR STONE SURFACES SHALL BE CEMENT BOARD.WHERE WALL IS 5/8"TYPE X GWB BOTH SIDES 1 I I REQUIRED TO BE RATED,ATTACH CEMENT BOARD OVER RATED GWB IN COMPLIANCE WITH UL LISTED �- 2x4 STUD FRAMING ASSEMBLIES. TAG SIDE SUITE SIDE -- —�- 5.ALL WALLBOARD USED IN TOILET ROOMS,JANITORS CLOSETS,AND MECHANICAL ROOMS TO BE MOLD 5/8"GWB �y 5/8"GWB BOTH SIDES AND MOISTURE RESISTANT. 1 5/8"MTL STUD FRAMING .• -<� BLOCKING AS NOTED i f: BLOCKING AS NOTED 6.EXTEND PARTITION LAYERS TO UNDERSIDE OF FLOOR DECK ABOVE AT RATED PARTITIONS.WHERE DECK SEE FINISH PLANS FOR FINISH MATERIAL - }� >- SEE FINISH PLANS FOR FINISH MATERIAL I SEE FINISH PLANS FOR FINISH MATERIAL IS CORRUGATED METAL,FILL ALL VOIDS AS REQUIRED TO MAINTAIN FIRE AND ACOUSTIC RATING. ROXUL ACOUSTIC INSULATION AT STUD CAVITY— - I I:,`. I 7.CAULK ALL PENETRATIONS FOR FIRE&SOUND RATED PARTITIONS WITH NOWINTUMESCENT FIRESTOP SEALANT. BASE(AS SCHEDULED) I;` BASE(AS SCHEDULED) - I BASE(AS SCHEDULED) MTL TRACK I 2x WD PLATE.PROVIDE P.T.PLATES WHERE CONTACT I,• f I 2x WD PLATE.PROVIDE P.T.PLATES WHERE CONTACT — I�' 8.PROVIDE BLOCKING AT MIOSPAN FOR PARTITIONS TALLER THAN 8'-0". SCALE DATE SURFACE IS CONCRETE OR MASONRY (';: ?i SURFACE IS CONCRETE OR MASONRY I 8.ALL NEW PARTITIONS TO RECEIVE WALL-MOUNTED SHELVING,CABINETS,OR OTHER WALL-MOUNTED AS NOTED JUNE 12 2020 •` HOLD FINISH 5/8'ABOVE SLABS.CAULK PERIMETER-- I HOLD FINISH 518"ABOVE SLABS.CAULK PERIMETER MILLWORK,GRAB BARS OR FURNITURE ITEMS SHALL BE REINFORCED AS FOLLOWS: SHEETTITLE WITH NOWINTUMESCENT SEALANT AT FIRE&SOUND I '•1 WITH NON-INTUMESCENT SEALANT AT FIRE&SOUND I " " RATED PARTITIONS ( ( RATED PARTITIONS ( :: :CONTINUOUS 2x WOOD BLOCKING FOR PARTITIONS FINISHED FLOOR(AS SCHEDULED) FINISHED FLOOR(AS SCHEDULED)--- FINISHED FLOOR(AS SCHEDULED) '' FULL LENGTH OF SHELVING, ETC.AT EACH LINE OF ATTACHMENT. 6"METAL:CONTINUOUS 16-GAUGE x 6"HIGH HORIZONTAL METAL STRIP FOR FULL LENGTH OF SHELVING, SUBFLOOR SUBFLOOR SUBFLOOR ETC.AT EACH LINE OF ATTACHMENT.WITH 2x WOOD BLOCKING FOR THE FULL LENGTH OF SHELVING,ETC. AT EACH LINE OF ATTACHMENT. PROJECT No. SHEET No. WALL TYPE K WALL TYPE L WALL TYPE M BBC05.00 A5.00 L K 3"o V-0" 3"-V-0" M 3"m 1'-0' 6/10/2020 12:04:41 PM DOOR SCHEDULE DOOR LOCATION DOOR FRAME HARDWARE COMMENTS DOOR NOTES MAT GLASS FRAME FRAME FRAME FIRE DOOR NO. DOOR TYPE ROOM NAME WIDTH HEIGHT THICKNESS FIN TYPE TYPE MAT FINISH RATING HINGES CLOSER LOCKSET MISC. GENERAL DOOR NOTES: 001 OH-1 CART STORAGE 8'-0" T-0' 0'-2' METAL PTD - REPLACE EXISTING PANELS.EVALUATE,REPAIR,REPLACE EXISTING TRACK AND OPERATE AS REQUIRED. 1.CONTRACTOR SHALL SUBMIT DOOR AND HARDWARE SHOP DRAWINGS AND CUT ROGERS 001A D-11 CART STORAGE 3'-6" T-0' 0'-1 3/4' WOOD PTD 20 MIN. SHEETS FOR ARCHITECTS REVIEW AND APPROVAL PRIOR TO PLACING ORDER. 00 D-5 WORKSHOP z-8" 6'-0' 0'-1 314 .METAL PTD - 3 ALL MAN DOORS T.VERIFY ALL WARE PRIORO HAVE SUFFICIENT SOLID TO DOOR BLOCKING AT AND HARD JAMBS,HEAD,AND BASE M�C AG G WARE PREP. 101 D-1 SOUTH TERRACE 3'-6" T-0' 0'-1 3/4' WD CLAD PT/ST CLEAR - TO RECEIVE ALL HARDWARE. 102 D-1 MEWS LOUNGE 2'-0" T-1' WD CLAD PT/ST CLEAR - 4.ALL MAN DOORS TO BE SECURED AT HINGE AND STRIKE JAMBS WITH MIN.21/2' 102A D-6 ENTRY HALL 2'-6• T-0' 0'-1 3/4• WOOD STAIN - SCREWS.SCREWS TO BE SET INTO SOLID BLOCKING ALONG ENTIRE HEIGHT. 103 D-1 MEWS LOUNGE 2'-0" T-1' WD CLAD PT/ST CLEAR - S.ALL DOOR GLAZING TO BE TEMPERED GLASS,UNLESS NOTED OTHERWISE. 104A D-6 MWC 2'-6• T-o' 0'-1 3(4" WOOD STAIN - 6.VERIFY ALL HARDWARE FINISHES WITH ARCHITECT. 106A D-9 TROPHY ROOM T-6" T-0' 0'-21/4' WOOD STAIN - NESTING DOOR.SEE DETAILS FOR HOLD-OPEN CONDITION.PANEL TO MATCH EXISTING DOOR AT GRILL ROOM.TRANSOM. 7.HEIGHT OF 3'-2"A.F.F.TO CENTERLINE OF LEVER HANDLE. 107A D-6 MEN'S LOCKER ROOM 2'-6" T-0' 0'-1 314' WOOD STAIN - 8.ALL LATCHSETS AND LOCKSETS TO BE ADA COMPLIANT UNLESS OTHERWISE NOTED. 109A D-6 MEWS LOCKER ROOM T-0" T-0' 0'-1 3/4• WOOD STAIN 20 MIN. EXTERIOR DOOR NOTES: ARCHITECTS I PLANNERS 109E D-6 MEWS LOCKER ROOM 2'-6" T-0' 0'-1 3/4' WOOD STAIN - 1.FRAME AND LEAF SHALL BE ALUMINUM CLAD EXTERIOR WITH WOOD INTERIOR. INTERIOR DESIGNERS 109C D-23 TELEPHONE ROOM 2'-6" T-0' 0'-1 3/4' WOOD STAIN - 2.SHALL HAVE FACTORY-INSTALLED ADA COMPLIANT THERMAL BARRIER SILL WITH INTEGRAL STOP AND SWEEP/SHOE WEATHERSTRIPPING AT BOTTOM RAIL. 44 North Main Street.South Norwalk CT 06854 11 oA D-10 TROPHY ROOM 3'-8" T-0' 0'•21/4' WOOD STAIN - PANEL TO MATCH EXISTING DOOR AT GRILL ROOM.TRANSOM. 3.SHALL HAVE CLEAR LOW-E INSULATING GLASS WITH ARGON. T 203 354 5200 F 203 354 5201 204A D-18 WOMEN'S VEST. T-6" T-0' 0'-21/4' WOOD STAIN - NESTING DOOR.SEE DETAILS FOR HOLD-OPEN CONDITION.PANEL TO MATCH EXISTING DOORS AT SECOND FLOOR SUITES.TRANSOM www rm-arch.com 207C D-13 WOMEN'S BATHROOM 3'-0" T-0' 0'-1 3/4' WOOD PTD - LOUVERED. 4.SHALL HAVE SIMULATED DIVIDED LITES WITH SPACER BAR. 207D D-14 WOMEN'S BATHROOM 2'-0" T-0' 0'-1$14" WOOD PTD - LOUVERED. 6.JAMB EPTH SHALL BE 5.SHALL HAVE INTEGRAL FACTORY-STANDARD 4 ILING FIN AT JAMBS 916"FOR ALL UNITS. CIVIL ENGINEER 207E D-14 WOMEN'S BATHROOM z-0" T-0" 0'-1 3(4' WOOD PM - LOUVERED. 7.VERIFY EXTERIOR FINISH WITH ARCHITECT. AHNEMAN KIRBY 208E D-13 WOMEN'S SHOWER 3'-0" T-0' 0'-1 3/4' WOOD PTD - LOUVERED. 8.VERIFY INTERIOR MATERIAL AND FINISH WITH ARCHITECT. 1171 E.PUTNAM AVE. 208C D-14 WOMEN'S SHOWER 2'-0" T-0• 0'-1 3/4' WOOD PTD - LOUVERED. MTERIOR BOOR NOTES: BUILDING 1-SUITE IA 2108 D-6 BATHRM 2'-6" T-o' 0'-1 3/4' WOOD STAIN - MATCH EXISTING DOORS AT SECOND FLOOR SUITES. 1.INTERIOR UNITS SHALL BE RATED AS REQUIRED BY CODE. RIVERSIDE,CT 06878 2128 D-6 BATH 2 2'-8- T-0' 0'-1 3/c WOOD STAIN - MATCH EXISTING DOORS AT SECOND FLOOR SUITES. 2.TRANSOMS AT INTERIOR UNITS SHALL HAVE RATED GLASS AS REQUIRED BY CODE. ZO3-869-4606 213E D-6 SUITE 8 2'-8" T-0' 0'-1 3/4' WOOD STAIN - MATCH EXISTING DOORS AT SECOND FLOOR SUITES. 3.INTERIOR UNITS SHALL BE SOLID WOOD WITH SOLID STILES AND RAILS AND FLOATING 214A D-22 ADA BATH 9 3'-0' 6'-8" 0'-1 314' WOOD STAIN - MATCH EXISTING DOORS AT SECOND FLOOR SUITES. PANELS UNLESS OTHERWISE NOTED. MEP ENGINEER 216A D-16 HALL T-0" T-0' 0'-1 3/4" WOOD STAIN 20 MIN. MATCH EXISTING DOORS AT SECOND FLOOR SUITES.TRANSOM;FIRE RATED GLASS. 4.SHALL HAVE FACTORY-SUPPLIED WOOD FRAMES WITH FACTORY-APPLIED WOOD 2168 D-6 SUITE 7 3'-0" 7--0- 0'-1 3/4' WOOD STAIN - MATCH EXISTING DOORS AT SECOND FLOOR SUITES. STOPS UNLESS NOTED OTHERWISE. TIETJEN VENEGAS 5.COORDINATE FINISHED THRESHOLD WITH ADJACENT FINISHED FLOORS AND FINISH 68 PURCHASE STREET, 21 D-18 SUITE 7 4'-0' 7'-0' 0'-1 3/4' WOOD STAIN MATCH EXISTING DOORS AT SECOND FLOOR SUITES. PLANS.THRESHOLD SHALL BE SITE-INSTALLED FINISHED FLOOR MATERIAL UNLESS RYE,W.10580 217B D-6 BATH 3 2'-8" T-0' 0'-1340 WOOD STAIN - MATCH EXISTING DOORS AT SECOND FLOOR SUITES. OTHERWISE NOTED.THRESHOLDS SHALL BE FLUSH UNLESS OTHERWISE NOTED. 218B D-6 SUITE 6 2'-8" T-0' 0'-1 31C WOOD STAIN - MATCH EXISTING DOORS AT SECOND FLOOR SUITES. PROVIDE ACCESSORIES AS INDICATED OR REQUIRED. 914-967-9505 219E D-6 BATH 4 2'•8" T-0' 0'-1 3/4' WOOD STAIN - MATCH EXISTING DOORS AT SECOND FLOOR SUITES. 6.JAMB DEPTH SHALL MATCH FINISHED WALL THICKNESS UNLESS OTHERWISE NOTED. 220B D-6 SUITE 5 2'-8" T-0' 0'-1 3/4" WOOD STAIN MATCH EXISTING DOORS AT SECOND FLOOR SUITES. 7.VERIFY FRAME AND LEAF MATERIAL AND FINISH WITH ARCHITECT. STRUCTURAL ENGINEER E1A D-6 CART STORAGE 3'-0" T-0' 0'-1 3/4' METAL PTO 20 MIN. ELEVATOR SHAFT ACCESS. DOLOR HARDWARE NOTES: DAVID KUFFERMAN E101 D-3 SOUTH TERRACE 3'-6- T-o- 0'-1 314" WOOD PT/ST - SALVAGE EXISTING EXTERIOR DOOR.REVERSE SWING. 1.COORDINATE KEYING WITH OWNER. 2170 RE DDING RD, E102 D-15 MEWS LOCKER ROOM 2'-8" T-0' 0'-1 3/4' METAL PTD - EVALUATE AND REPAIR EXISTING DOOR AS REQUIRED.UPGRADE HARDWARE AS REQUIRED. 2.HINGES SHALL BE FACTORY-INSTALLED BALL BEARING SQUARE CORNER HEAVY DUTY FAIRFIELD,CT 06824 E103 D-3 STAIR 3'-6" T-0' 0'-1 31C - EVALUATE AND REPAIR EXISTING DOOR AS REQUIRED.UPGRADE HARDWARE AS REQUIRED. HINGES.VERIFY TYPE AND FINISH WITH ARCHITECT. ZO3.256-1712 E104 D-3 ENTRY HALL 3'-6" T-o' 0'-1 3/4' WOOD PT/ST - SALVAGE EXISTING EXTERIOR DOOR.REVERSE SWING. 3.PROVIDE PRIVACY LOCK ON BATHROOM SWINGING DOORS. 4.ALL SWINGING DOOR HARDWARE TO HAVE LEVER HANDLE. E201 D-16 HALL 2'-8" 6'-9' 0'-1 3/4' WOOD STAIN EXIST. SALVAGE EXISTING INTERIOR DOOR,FRAME,TRANSOM.PROVIDE NEW TRANSOM WITH FIRE RATED GLASS. 5.PROVIDE DEADBOLT ON DOORS AS DIRECTED BY OWNER. E202 D-16 HALL 2'-8- 6'-9' 0'-1340 WOOD STAIN EXIST. SALVAGE EXISTING INTERIOR DOOR,FRAME,TRANSOM.PROVIDE NEW TRANSOM WITH FIRE RATED GLASS. 6.PROVIDE PANIC DEVICE(S)AS REQUIRED BY CODE. E203 D-16 HALL 2'-8" 6'-9' 0'-1 3/4' WOOD STAIN EXIST. SALVAGE EXISTING INTERIOR DOOR,FRAME,TRANSOM.PROVIDE NEW TRANSOM WITH FIRE RATED GLASS. 7.INSTALL DOOR STOP ON ALL SWINING DOORS.VERIFY TYPE WITH AND LOCATION E204 D-16 SUITE 3 2'-8- 6'-9' 0'-1 3/4' WOOD STAIN EXIST. SALVAGE EXISTING INTERIOR DOOR,FRAME,TRANSOM.PROVIDE NEW TRANSOM WITH FIRE RATED GLASS. WITH ARCHITECT. RED ARC E205 D-16 SUITE 4 2'-8' 6;-9' 0'-1 3/4: WOOD STAIN EXIST. SALVAGE EXISTING INTERIOR DOOR,FRAME,TRANSOM.PROVIDE NEW TRANSOM WITH FIRE RATED GLASS. `c�'��QHER ry,,a_cyy,�T1% E208 D-16 SUITE 5 EXTERIOR DOOR INSTALL NOTES1 2-8 6'-8 0'-1 3/4 WOOD STAIN EXIST. SALVAGE EXISTING INTERIOR DOOR,FRAME,TRANSOM.PROVIDE NEW TRANSOM WITH FIRE RATED GLASS. 1.INSTALL ACCORDING TO ASTM E2112 UNLESS ALTERNATE PRACTICE OR 's E207 D-16 SUITE 6 2'-8" 61.9. 0'-1 3/4" WOOD STAIN EXIST. SALVAGE EXISTING INTERIOR DOOR,FRAME,TRANSOM.PROVIDE NEW TRANSOM WITH FIRE RATED GLASS. SPECIFICATIONS EXCEED SUCH ASTM STANDARD. * c� E211 D-17 CL 2'-8" 6'-10" 0'-1 3/4" WOOD STAIN - SALVAGE EXISTING INTERIOR DOOR AND FRAME. 2.INSTALL SELF-ADHERED MEMBRANE FLASHING AT PERIMETER OF ALL ROUGH E212 D-17 SUITE 8 2'-8" 6'-10" 0'-1 Wr WOOD STAIN - SALVAGE EXISTING INTERIOR DOOR AND FRAME. OPENINGS DIRECTLY OVER ROUGH FRAMING AND EXTERIOR SHEATHING.FLASHING E213 D-17 SUITE 2 2'-8" 6'-10" 0'-1 3/4" WOOD STAIN - SALVAGE EXISTING INTERIOR DOOR AND FRAME. SHALL WRAP CONTINUOUSLY FROM EXTERIOR TO INSIDE FACE OF FRAMING. E214 D-17 SUITE 3 0-8" 6'-10' 0'-1 3(4' WOOD STAIN - SALVAGE EXISTING INTERIOR DOOR AND FRAME. FLASHING AT CORNERS SHALL BE CONTINUOUS AND MEMBRANE SHALL NOT BE CUT, ��' 038883', O� E216 D-17 SUITE 5 2'-8" 6'-10" 0'-1 3/4' WOOD STAIN - SALVAGE EXISTING INTERIOR DOOR AND FRAME. 3 TRIMMED,OR OTHERWISE MODIFIED. 9 -1 .INSTALL SELF-ADHERED MEMBRANE FLASHING OVER NAILING FIN/FLANGES AROUND OF N E217 D-17 SUITE 6 2'-8" 6'-10" 0'•1 3/4" WOOD STAIN - SALVAGE EXISTING INTERIOR DOOR AND FRAME. JAMBS AND HEAD OF UNIT. E218 D-22 JC&STORAGE 2--8- 8'-8• 0'-1 3/4" WOOD STAIN - SALVAGE EXISTING INTERIOR DOOR AND FRAME. 4.INSTALL METAL DRIP CAP AT HEAD OF EACH OPENING. E219 D-22 HALL 2'-8- 6'-8' 0'-1 3/4' WOOD STAIN - SALVAGE EXISTING INTERIOR DOOR AND FRAME. 5.INSTALL METAL PAN FLASHING UNDER ALL DOOR SILLS.EXTEND PAN 4"UP JAMBS ES02A D-6 HALL 3'-0" T-0' 0'-1 31C WOOD STAIN 20 MIN. MATCH EXISTING DOORS AT SECOND FLOOR SUITES.EGRESS DOOR. AND 1"UP BACK/INTERIOR SIDE.DO NOT PUNCTURE OR ATTACH THROUGH PAN ES02B D-6 STORAGE 3'-0" T-0' 0'-1 3!4' WOOD STAIN FLASHING.INSTALL IN FULL BED OF SEALANT. - MATCH EXISTING DOORS AT SECOND FLOOR SUITES.EGRESS DOOR. 6.INSTALL LOW-EXPANDING CLOSED CELL INSULATION AT SHIM SPACE. 7.INSTALL SEALANT&BACKER ROD AT OUTSIDE EDGE OF SHIM SPACE OF FRAME JAMBS AND HEAD. 8.ALL SHIMS AT SILL SHALL BE SYNTHETIC. PARKING - PRO OFFICE CLUBHOUSE LFWAY HOUSE LOCATION PLAN CLUBHOUSE ADDITION BLIND BROOK CLUB ® ' FM-, 1w. 980 ANDERSON HILL ROAD RYE BROOK NY ISSUE&REVISIONS \ < �s \ DATE DESCRIPTION ` 2 05/08/20 ISSUE FOR BID LA Lj ` `� `t. �. 6 06/12/2020 ISSUE FOR PERMIT 69 &J La Li OH-1 D-1 D-2 D-3 D-4 D-5 D-6 D-7 D-8 D-9 0-10 D-11 NEW EXTERIOR GARAGE NEW EXTERIOR EXISTING ENTRY EXISTING ENTRY NEW INTERIOR NEW INTERIOR NEW INTERIOR DOOR NEW INTERIOR DOOR NEW INTERIOR DOOR NEW INTERIOR DOOR NEW INTERIOR DOOR NEW INTERIOR DOOR DOOR ENTRY DOOR DOOR DOOR BASEMENT AND BASEMENT AND STORAGE DOOR STORAGE DOOR ` I rL / \ J\ / \ ` ` \ • - ` ` i/ \ SCALE DATE 1/4"-V-0" JUNE 12 2020 SHEET TITLE D-12 D-13 D-14 D-15 D-16 o-17 D-18 M19 D-20 D,21 0-22 D•23 DOOR SCHEDULE& NEW INTERIOR NEW INTERIOR DOOR NEW INTERIOR DOOR NEW INTERIOR DOOR EXISTING INTERIOR& EXISTING INTERIOR& EXISTING INTERIOR& EXISTING EXISTING NEW INTERIOR NEW INTERIOR NEW INTERIOR LEGEND LOCKER ROOM NEW INTERIOR DOOR NEW INTERIOR DOOR NEW CLOSET DOOR INTERIOR ATTIC INTERIOR OPENING WITH DOOR WITH DOOR WITH CLOSET DOOR SUITE ENTRY DOOR PASSAGE/CLOSET DOOR DOOR UTILITY DOOR TRANSOM FAKE TRANSOM GLASS PANEL PROJECT No. SHEET No. DOOR LEGEND o z a' BBC05.00 A5.1 0 " I " 6/10/2020 12:04:42 PM WINDOW SCHEDULE GLAZING FRAME SIZE EXTERIOR I INTERIOR WINDOW NOTES LETTER COUNT TYPE TYPE WIDTH HEIGHT FINISH FINISH COMMENTS A 10 DOUBLE HUNG LOW-e CLAD,WHITE PRIMED GENERAL.WINDOW NOTES: ROGERS B 2 DOUBLE HUNG LOW-e 4'-4' 5'-0" CLAD,WHITE CLEAR 1.CONTRACTOR SHALL SUBMIT WINDOW AND HARDWARE SHOP DRAWINGS AND CUT C 1 DOUBLE HUNG LOW-e 2'-10" 3'-4- CLAD,WHITE CLEAR SHEETS FOR ARCHITECTS REVIEW AND APPROVAL PRIOR TO PLACING ORDER. M C CAG G D 11 DOUBLE HUNG LOW-e 3'-0' 5'-0" CLAD,WHITE CLEAR 2.SHALL HAVE SUFFICIENT SOLID BLOCKING AT JAMBS,HEAD,AND SILL PITCH ROUGH OPENING SILL F 3 DOUBLE HUNG LOW-e 4'-6' 5'-0' CLAD,WHITE CLEAR 3 A EXTERIOR. .FRAME AND SASH SHALL BE ALUMINUM CLAD EXTERIOR WITH WOOD INTERIOR. G 2 DOUBLE HUNG LOW-e 3'-6- 5'-0" CLAD,WHITE PRIMED 4.ALL GLAZING SHALL BE CLEAR LOW E INSULATING GLASS WITH ARGON.GLAZING H 2 DOUBLE HUNG LOW-e 2'-0' 6'-0" CLAD,WHITE CLEAR SHALL BE TEMPERED AS RQUIRED BY CODE. J 1 DOUBLE HUNG LOW-e 2'-4" 3'-6" CLAD,WHITE PRIMED 5.SHALL HAVE SIMULATED DIVIDED LITES WITH SPACER BAR. K 1 FRENCH CASEMENT LOW-e 4'-0' 3'-6" CLAD,WHITE PRIMED 6.SHALL HAVE INTEGRAL NAILING FIN AT JAMBS AND HEAD. 7.JAMB DEPTH SHALL BE FACTORY-STANDARD 4 9/16"FOR ALL UNITS. L 1 CASEMENT WITH TRANSOM LOW-e 8'-11' 5'-0" CLAD,WHITE CLEAR 8.VERIFY EXTERIOR FINISH WITH ARCHITECT. M 1 DOUBLE HUNG LOW-e 9'-6' 5'-0" CLAD,WHITE PRIMED 9.VERIFY INTERIOR FINISH WITH ARCHITECT. ARCHITECTS I PLANNERS N 1 TRANSOM LOW-e 8'-4- 2'-0" CLAD,WHITE CLEAR 10.VERIFY HARDWARE FINISH WITH ARCHITECT. X 10 DOUBLE HUNG LOW-e 3'-10" 5'-0" CLAD,WHITE PRIMED 11.MULLION FRAMING SHALL BE SITE BUILT.NO FACTORY MULLION OR GANGED INTERIOR DESIGNERS Y 1 TRANSOM LOW-e 3'-6' 2'-1" CLAD,WHITE PRIMED ASSEMBLIES. 44 North Main Street.South Norwalk CT 06854 T 203 354 5200 F 203 354 5201 WINDOW INSTALL.N0j9S: www rm-arch.com 1.INSTALL ACCORDING TO ASTM E2112 UNLESS ALTERNATE PRACTICE OR SPECIFICATIONS EXCEED SUCH ASTM STANDARD. CIVIL ENGINEER 2.INSTALL SELF-ADHERED MEMBRANE FLASHING AT PERIMETER OF ALL ROUGH AHNEMAN KIRBY LOUVER SCHEDULE OPENINGS DIRECTLY OVER ROUGH FRAMING AND EXTERIOR SHEATHING.FLASHING SHALL WRAP CONTINUOUSLY FROM EXTERIOR TO INSIDE FACE OF FRAMING. 1171 E.PUTNAM AVE. ROUGH OPENING FLASHING AT CORNERS SHALL BE CONTINUOUS AND MEMBRANE SHALL NOT BE CUT, BUILDING 1-SUITE 1 A ROUGH ROUGH TRIMMED,OR OTHERWISE MODIFIED. RIVERSIDE,CT 06878 SYMBOL TYPE WIDTH HEIGHT COMMENTS 3.INSTALL SELF-ADHERED MEMBRANE FLASHING OVER NAILING FIN/FLANGES AROUND JAMBS AND HEAD OF UNIT. 203-869-4606 4.INSTALL METAL DRIP CAP AT HEAD OF EACH Z HALF ROUND LOUVER 24" N/A COPPER LOUVER.FLASH AS REQUIRED 5.INSTALL METAL PAN FLASHING UNDER ALL SILLS.NEXTEND PAN 4"UP JAMBS AND 1" MEP ENGINEER UP BACKIINTERIOR SIDE.DO NOT PUNCTURE OR ATTACH THROUGH PAN FLASHING. TIETJEN VENEGAS 6.INSTALL LOW-EXPANDING CLOSED CELL INSULATION AT SHIM SPACE. 6$PURCHASE STREET, 7.INSTALL SEALANT&BACKER ROD AT OUTSIDE EDGE OF SHIM SPACE OF UNIT FRAME JAMBS AND HEAD.INSTALL SEALANT AT INSIDE EDGE OF UNIT FRAME SILL. RYE,NY.10580 B.ALL SHIMS SHALL BE SYNTHETIC. 914-967-9505 9.ATTACH UNIT THROUGH JAMBS AND SHIMS TO R.O.FRAMING WITH 21/2'SCREWS AT 18'O.C.,MINIMUM THREE(3)PER EACH JAMB. STRUCTURAL ENGINEER DAVID KUFFERMAN 2170 REDDING RD, FAIRFIELD,CT 06824 203-256-1712 RED AR chi �5�pQNER A4 Mac 1�388831 OF NE`N PARKING Q PRO OFFICE CLUBHOUSE ij�---HALFWAY HOUSE LOCATION PLAN CLUBHOUSE ADDITION _,PEE SCHEDULEL Sig SCHEDUkE t SEE SCHEDULE* S E SCHEDULE ? E SCHEDU SEE HE LE SLE x SE SCHEDULE IEnj tYi ,d c pa BROOK CLUB W W W W W W = b ' . W 980 ANDERSON HILL ROAD cn RYE BROOK,NY ISSUE&REVISIONS ® DATE DESCRVMON 2 05/08/20 ISSUE FOR BID 6 06/12/2020 ISSUE FOR PERMIT © © Q © Q * SEE SCHEDULE SEE SCHEDULE � EE SCHEDUM J. J. SEE SCHEDULE E SCHEDUL � S' ® ® EE SCHEDU � Lu Q �i �` C W W W W W Ui W N j (� W O a W SE CHE LE F- r` SCALE DATE QK © ® O O O O 1/4"m 1'-W JUNE 12 W20 SHEET TITLE WINDOW SCHEDULE& HALF ROUND LEGEND LOUVER PROJECT No. SHEET No. WINDOW LEGEND 0 7 4' BBC05.00 A5.20 6/10/2020 12:04:46 PM GENERAL NOTES MASONRY NOTES SECTION 04000: MASONRY SECTION 05000: METALS SECTION 06000: TIMBER FRAMING 1. ALL NEW CONSTRUCTION SHALL BE IN COMPLIANCE WITH THE 2018 EDITION OF THE 1. ALL MASONRY CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF AG STRUCTURAL STEEL: 1. ALL TIMBER CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE AT$ INTERNATIONAL BUILDING CODE,AS WELL AS ALL OTHER APPLICABLE CODES,AS 530-13.BUILDING CODE REOUIREME TS FOR MASONRY STRUCTURES AND AG 530.1-13. NATIONAL DESIGN SPECIFICATIONS(NOS)FOR WOOD CONSTRUCTION AND THE AITC TIMBER ROGERS REQUIRED. SPECIFICATIONS FOR MASONRY STRUCTURES AS REQUIRED STRUCTURA . 1. L STEEL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF CONSTRUCTION MANUAL FOURTH EDITION. THE AISC MANUAL OF STEEL CONSTRUCTION.ALLOWABLE OWAR1 F STRESS pESIGN NINTH M�CAG G 2. THE FOUNDATIONS AND SUPERSTRUCTURE ARE DESIGNED TO SAFELY SUPPORT THE 2. CONTRACTOR SHALL VERIFY STRENGTH AND SOUNDNESS OF EXISTING MASONRY,AND EDITION. WELDING SHALL COMPLY WITH THE REQUIREMENTS OF THE AMERICAN 1. MATERIALS:WEIGHT OF THE BUILDING AND SOIL COMBINED WITH ENVIRONMENTAL AND LIVE LOADS SHALL RECONSTRUCT UNSATISFACTORY MASONRY IN ACCORDANCE WITH CODE WELDING SOCIETY STRUCTURAL WELDING CODE-STEEL AWS D1.1. AS FOLLOWS: REQUIREMENTS.AS MAY BE NECESSARY. 1.1. DIMENSION LUMBER SHALL BE DOUGLAS FIR GRADE 2 OR BETTER,UNLESS NOTED 2. STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS TO THE STRUCTURAL OTHERWISE ON THE DRAWINGS. I IVE, ALL AREAS EXCEPT SECOND 100 PSF 1. MORTAR AND GROUT: ENGINEER FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH FABRICATION. FLOOR SUITES do ATTIC: 1.2. ENGINEERED LUMBER BEAMS AND HEADERS SHALL BE MICRO=LAM LVL' SECOND FLOOR SUITES: 40 PSF 1.1. MORTAR FOR CMU MASONRY SHALL COMPLY WITH THE REQUIREMENTS OF ASTM C 3. STEEL FABRICATOR SHALL BE CERTIFIED FOR CATEGORY 1 IN ACCORDANCE WITH MANUFACTURED BY WEYERHAEUSER,OR SIMILAR APPROVED. ENGINEERED LUMBER JOISTS ACCESSIBLE ATTIC STORAGE: 20 PSF 270. MORTAR FOR CMU MASONRY SHALL BE TYPE S AND SHALL HAVE A MINIMUM THE AISC QUALITY CERTIFICATION PROGRAM. THE STEEL FABRICATOR SHALL SUBMIT SHALL BE TJI/PRO SERIES'MANUFACTURED BY WEYERHAEUSER,OR SIMILAR APPROVED. ARCHITECTS PLANNERS COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS. MORTAR FOR BRICK OR STONE EVIDENCE OF QUALIFICATION OF WELDING PROCEDURES AND WELDERS TO THE SNOVP GROFND 35 0 PSF MASONRY VENEER SHALL BE TYPE N OR S AND SHALL HAVE A MINIMUM COMPRESSIVE STRUCTURAL ENGINEER,AS REQUIRED,FOR APPROVAL. 1.3. METAL CONNECTORS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. INTERIOR DESIGNERS (REDUCE FOR ROOF SLOPE GREATER STRENGTH OF 900 PSI AT 28 DAYS. PORTLAND CEMENT AND LIME USED FOR MIXING THAN 30 DEGREES AS APPLICABLE; SHALL COMPLY WITH THE REQUIREMENTS OF ASTM C91. MORTAR SHALL BE 1. MATERIALS: 44 North Main Street.South Norwalk CT 06854 PROVIDE FOR GREATER DRIFT LOADS AS AIR-ENTRAINED WITH A MAXIMUM AIR CONTENT OF 12X. WATER RETENTION SHALL BE A 1.4. ALL WOOD DIRECTLY EXPOSED TO WEATHER OR LOCATED CLOSER THAN 8"FROM T 203 354 5200 F 203 354 5201 REQUIRED) MINIMUM OF 757E FINE AGGREGATE SHALL BE CLEANED WITH FRESH WATER AND SHALL I.I. ALL WIDE FLANGE SECTIONS AND PLATES SHALL COMPLY WITH ASTM EXPOSED SOIL SHALL BE PRESSURE-TREATED WITH AN APPROVED CCA WATER-BORNE www.rm•arch.comPRESERVATIVE,OR SHALL BE OF AN APPROVED SPECIES THAT IS NATURALLY RESISTANT MEET THE REQUIREMENTS OF ASTM C144. MORTAR SHALL BE MIXED WITH WATER THAT SPECIFICATION A992.ALL HOT ROLLED SECTIONS AND PLATES SHALL COMPLY WITH TO ROT AND INSECT DAMAGE. CML ENGINEER m� BASIC WIND SPEED 115 MPH(RISK CATEGORY 11) IS CLEAN AND POTABLE. CONTRACTOR SHALL SUBMIT MIX SPECIFICATIONS TO THE ASTM SPECIFICATION A36. ALL STEEL PIPE SHALL COMPLY WITH ASTM SPECIFICATION IMPORTANCE FACTOR 1.0 STRUCTURAL ENGINEER FOR APPROVAL. A53 TYPE E. ALL SQUARE AND RECTANGULAR STRUCTURAL TUBING SHALL COMPLY AHNEMAN KIRBY EXPOSURE B MAIN WIND-FORCE RESISTING SYSTEMS WITH ASTM SPECIFICATION A500 GRADE B. 2. CONSTRUCTION: B COMPONENTS AND CLADDING 1.2. MORTAR STRENGTH SHALL BE VERIFIED BY TESTING IN ACCORDANCE WITH ASTM 1171 E.PUTNAM AVE. C270. 1.2. WELDING ELECTRODES SHALL BE E70XX. 2.1. LVL ELEMENTS SHALL BE INSTALLED ACCORDING TO THE MANUFACTURERS BUILDING 1-SUITE 1A VELOCITY PRESSURE EXPOSURE COEFFICIENTS,GUST RESPONSE FACTORS,AND SPECIFICATIONS. IF TWO OR MORE LVL ELEMENTS COMPRISE A BEAM,THEY SHALL BE RIVERSIDE'CT 06878 PRESSURE COEFFICIENTS AS PER ANSI/ASCE 7-10.MINIMUM DESIGN LOADS FOR 1.3. GROUT SHALL CONFORM TO THE REQUIREMENTS OF ASTM C476. GROUT SHALL 1.3. BOLTS SHALL BE ASTMA325,UNLESS NOTED OTHERWISE IN THE DRAWINGS. JOINED CONTINUOUSLY USING 1/2"DIAMETER MACHINE BOLTS SPACED 24"ON CENTER 203-869-4606 BUILDINGS AND OTHER STRUCTURES. OBTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI IN 28 DAYS. CONTRACTOR BOLT SIZES SHALL BE 3/4"DIAMETER,UNLESS OTHERWISE SHOWN ON THE ALONG THE LENGTH,IN TWO ROWS. OUTERMOST BOLT ROWS SHALL BE LOCATED 2 SHALL SUBMIT MIX SPECIFICATIONS TO THE STRUCTURAL ENGINEER FOR APPROVAL. DRAWINGS. STANDARD WASHERS SHALL BE INSTALLED UNDER BOTH HEAD AND NUT. FROM THE EDGE OF THE LVL ELEMENT,WITH ROWS SPACED AT LEAST 2w APART. MEP ENGINEER 3. THE CONTRACTOR SHALL TAKE MEASURES AS REQUIRED TO INSURE STABILITY OF WHERE NUMBER AND SIZES OF BOLTS ARE NOT SHOWN OTHERWISE ON THE BOLTED CONNECTIONS SHALL HAVE CENTERS OF BOLT HOLES LOCATED AT LEAST 2" THE CONSTRUCTION DURING ALL STAGES. 2. MASONRY ACCESSORIES: DRAWINGS,SIMPLE SHEAR BEAM CONNECTIONS SHALL MEET THE MINIMUM FROM THE EDGES OR ENDS OF THE LVL ELEMENTS,UNLESS SPECIFIED OTHERWISE IN THE TIETJEN VENEGAS 4. COORDINATE INFORMATION ON STRUCTURAL DRAWINGS WITH THAT OF ARCHITECTURAL 2.1. MASONRY ACCESSORIES IN EXTERIOR WALLS SHALL BE HOT-DIP GALVANIZED REQUIREMENTS OF 1K FOR THE BEAM SIZE INDICATED. DRAWINGS. 68 PURCHASE STREET, RYE,NY.10580 DRAWINGS,AND VICE-VERSA. AFTER FABRICATION IN ACCORDANCE WITH ASTM A153,CLASS B. ALTERNATIVELY, 2. CONSTRUCTION: 2.2. NEW FLOOR JOISTS SHALL BE AS SHOWN ON THE DRAWINGS. JOISTS SHALL BE YE,N .1058 MASONRY ACCESSORIES SHALL BE FABRICATED FROM A SERIES 300 STAINLESS STEEL,IN DECKED WITH APA RATED STURD-I-FLOOR TONGUE-AND-GROOVE PLYWOOD 3/4"THICK 9505 5. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD AS ACCORDANCE WITH ASTM A167. CONTRACTOR SHALL SUBMIT SAMPLES TO THE 2.1. WHERE FILLET WELD SIZES ARE NOT SHOWN OTHERWISE ON THE DRAWINGS, WITH SPAN RATING 20 OC. PANELS MALL BE ATTACHED USING BOTH GLUE AND 80 NECESSARY. ARCHITECT AND ENGINEER FOR APPROVAL. FILLET WE COMMON NAILS SPACED AT 6 INCHES ALONG SUPPORTED PANEL EDGES AND AT 12 STRUCTURAL ENGINEER LDS SHALL BE 1/4,OR THE MINIMUM SIZE SPECIFIED BY AIS�FOR THE INCHES ALONG INTERMEDIATE SUPPORT. JOISTS SHALL BE STABILIZED BY BLOCKING OR DAVID KUFFERMAN 6. ALLOWABLE SOIL BEARING CAPACITY FOR FOOTINGS IS ASSUMED TO BE 3000 PSF 2.2. CORRUGATED SHEET METAL VENEER ANCHORS SHALL BE AT LEAST 18 GAUGE IN THICKER BASE MATERIAL TO BE WELDED. THE WELD SIZE NEED NOT EXCEED THE THICKNESS OF THE THINNER PART. OTHER MEANS AT ENDS AND OVER SUPPORTS TO PREVENT ROTATION. JOISTS SHALL 2170 BEDDING RD, MINIMUM. ACTUAL SOIL BEARING CAPACITY SHALL BE VERIFIED BY THE CONTRACTOR. THICKNESS,AND SHALL BE 7/8"WIDE. HAVE A MINIMUM END BEARING LENGTH OF 1 1/2". DIAGONAL METAL BRIDGING SHALL SHOULD ALLOWABLE SOIL BEARING CAPACITY BE FOUND TO BE LESS THAN 3000 2.2. COLUMNS SHALL BE ERECTED PLUMB AND TRUE OR AS SHOWN ON THE BE INSTALLED IN ROWS NO FARTHER THAN 8'APART. FAIRFIELD,CT 06824 PSF,SUCH CONDITIONS SHALL BE PROMPTLY REPORTED TO THE STRUCTURAL 2.3. UNLESS SPECIFIED OTHERWISE ON THE DRAWINGS.HILTI C10O ADHESIVE ANCHORS, 203-256-1712 ENGINEER FOR REVIEW. DURING THIS REVIEW NO FOOTINGS SHALL BE PLACED DRAWINGS, COLUMNS SHAH BE PROVIDED WITH FABRICATED STEEL BASEPLATES AND WITHOUT THE PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. HAVING A ROD DIAMETER OF 1/2"AND A MINIMUM EMBEDMENT OF 3 3/8 SHALL BE TOP PLATES AS SHOWN ON THE DRAWINGS. BASEPLATES SHALL BE ANCHORED TO 2.3. UNLESS NOTED OTHERWISE ON THE DRAWINGS.EXTERIOR WALLS SHALL EITHER USED TO FASTEN ELEMENTS TO MASONRY WALLS. INSTALLATION SHALL BE IN CONCRETE WITH 5/8"DIAMETER ANCHOR BOLTS. A 1 INCH GAP BETWEEN THE MATCH EXISTING CONSTRUCTION,OR SHALL BE 2X6S SPACED AT 16"ON CENTER WITH ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. FOOTING AND THE BASEPLATE SHALL BE PROVIDED FOR ADJUSTMENT AND SINGLE BOTTOM AND DOUBLE TOP PLATES.FACED WITH APA RATED SHEATHING 15/32" SECTION 03000: CONCRETE 3. MASONRY UNITS: SUBSEQUENT GROUTING. A HIGH-STRENGTH PORTLAND CEMENT DRYPACK MORTAR THICK CDX PLYWOOD WITH SPAN RATING 32/16. PANELS SHALL BE ATTACHED USING SHALL BE WORKED UNDER THE PLATE TO ENSURE FULL BEARING. 8D COMMON NAILS SPACED AT 6 INCHES ALONG ALL PANEL EDGES AND AT 12 INCHES 1. REINFORCED CONCRETE CONSTRUCTION SHALL BE IN COMPLIANCE WITH ACI 318-14, ALONG INTERMEDIATE SUPPORT. ADDITIONAL JACK STUDS SHALL BE PROVIDED TO BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE.AS REQUIRED. 3.1. CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT GRADE N AND SHALL HAVE 2.3. STEEL FABRICATIONS AND BOLTS SUBJECT TO EXPOSURE TO THE WEATHER SUPPORT THE ENDS OF HEADERS,FOR THE FULL WIDTH OF THE HEADER. UNLESS A NET COMPRESSIVE STRENGTH OF AT LEAST 2000 PSI. HOLLOW UNITS SHALL COMPLY SHALL BE HOT-DIP GALVANIZED,OR ALTERNATIVELY SHALL HAVE AN APPROVED SPECIFIED OTHERWISE IN THE DRAWINGS,HEADERS OF DIMENSION LUMBER SHALL BE 1. MATERIALS: WITH THE REQUIREMENTS OF ASTM C90. SOLID UNITS SHALL COMPLY WITH THE PROTECTIVE COATING APPLIED SO THAT CORROSION IS EFFECTIVELY PREVENTED. DOUBLE 2X8S AND SHALL HAVE A MINIMUM END BEARING LENGTH OF 1 1/20.LVL REQUIREMENTS OF ASTM C145. HEADERS SHALL HAVE A MINIMUM END BEARING LENGTH OF 3". I.I. CONCRETE IN FOOTINGS AND WALLS SHALL BE NORMAL WEIGHT AND SHALL HAVE A 2.4. ROLLED SHAPES,TUBES AND FABRICATED SECTIONS WHICH ARE NOT MINIMUM COMPRESSIVE STRENGTH FC RE SHALL REQUIREMENTS OF ASTM C62 UNITS SHA OF 4000 PSI AT 28 DAYS. CONCRETE SUBJECT TO CLAY BUILDING BRICK UNITS SHALL HAVE SOLID,GRADE SW AND MEET THE ARCHITECTURALLY EXPOSED SHALL MEET OR EXCEED THE TOLERANCES FOR 2.4. ROOF FRAMING SHALL BE AS SHOWN ON THE DRAWINGS. RAFTERS SHALL BE FROST SHALL BE AIR-ENTRAINED WITH AN AIR CONTENT OF 6 1/2X MAXIMUM RE . A MINIMUM NET COMPRESSIVE STRAIGHTNESS AND TWIST AS SPECIFIED BY AISC. PRECAMBERING MAY BE DECKED WITH APA RATED STURD-I-FLOOR TONGUE-AND-GROOVE PLYWOOD 3/4"THICK STRENGTH OF 3000 PSI. UNITS SHALL MEASURE 3 5/8"X 2 1/4'X 7 5/8",OR SHALL PERMITTED IN CERTAIN ELEMENTS TO ACCOUNT FOR DEAD LOAD DEFLECTION. STEEL AGGREGATE SIZE SHALL BE 3/4". CONTRACTOR SHALL SUBMIT MIX SPECIFICATION TO MATCH DIMENSIONS OF EXISTING BRICKS. HOLES CORED IN BRICKS SHALL NOT EXCEED SECTIONS AND FABRICATIONS THAT ARE ARCHITECTURALLY EXPOSED SHALL BE WITH SPAN RATING PANELS SHALL ATTACHED USING COMMON NAILS THE ENGINEER FOR APPROVAL. 25X OF THE GROSS SURFACE AREA IN THE BEARING PLANE. DELIVERED STRAIGHT,TRUE AND FREE OF ANY TWIST OR WARP. SPACED AT 6 INCHESS ALONG SUPPORTED PANEL EDGES AND AT 122 INCHES ALONG INTERMEDIATE SUPPORT. 1.2. CONCRETE IN SLABS SHALL 8E NORMAL WEIGHT AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH FC OF 3000 PSI AT 28 DAYS. CONCRETE SHALL BE 3.3. SAMPLES OF STONE MASONRY UNITS SHALL SUBMITTED TO THE ARCHITECT AND 2.5. STEEL BEAMS SHALL BE ADEQUATELY STABILIZED AT SUPPORTED ENDS TO 2.5. PARTITIONS AND INTERIOR LOAD-BEARING STUD WALLS SHALL BE 2X45 SPACED ENGINEER FOR APPROVAL. STONE MASONRY UNITS SHALL BE THOROUGHLY CLEANED PREVENT ROTATION. BEAMS SHALL BE INSTALLED LEVEL. BEAMS SHALL HAVE 3/8" AIR-ENTRAINED WITH AN AIR CONTENT OF 6 1/2X. MAXIMUM AGGREGATE SIZE SHALL WITH FRESH WATER BEFORE INSTALLATION. THICK WEB STIFFENER PLATES OVER SUPPORTS. AT 16 INCHES ON CENTER,UNLESS NOTED OTHERWISE ON THE DRAWINGS. BE 3/8". CONTRACTOR SHALL SUBMIT MIX SPECIFICATION TO THE ENGINEER FOR LOAD-BEARING STUD WALLS SHALL HAVE DOUBLE TOP PLATES. APPROVAL 3.4. PRECAST MASONRY ELEMENTS SHALL BE SUBMITTED TO THE ARCHITECT AND 2.6. PAINTING SPECIFICATION SHALL BE SUBMITTED BY THE FABRICATOR TO THE ENGINEER FOR APPROVAL. ARCHITECT AND ENGINEER FOR APPROVAL. 2.6. PARTITIONS RUNNING PARALLEL TO JOIST SPAN DIRECTION SHALL BE FULLY PARKING 1.3. CONCRETE ADMIXTURES SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. SUPPORTED FROM BELOW WITH DOUBLE JOISTS. PARTITIONS RUNNING PERPENDICULAR TO 1.4. ALL STEEL REINFORCEMENT SHALL HAVE A MINIMUM YIELD STRESS OF 60000 PSI. 4. CONSTRUCTII� 2.7. STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS TO THE STRUCTURAL JOIST SPAN DIRECTION SHALL HAVE BLOCKING INSTALLED BELOW FOR SUPPORT. ENGINEER FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH FABRICATION. DEFORMED STEEL REINFORCEMENT BARS SHALL COMPLY WITH ASTM A 615. WELDED t PRO OFFICE PLAIN WIRE FABRIC SHALL COMPLY WITH ASTM A 185 AND ASTM A 82. 4.1. BRICKS AND CMUS SHALL BE LAID IN RUNNING BOND UNLESS NOTED OTHERWISE IN 2.8. STEEL FABRICATOR SHALL BE CERTIFIED FOR CATEGORY I IN ACCORDANCE WITH THE DRAWINGS. WHERE LAID UP TO ENGAGE NEW OR EXISTING BRICK WALLS,BUILDING THE AISC QUALITY CERTIFICATION PROGRAM. THE STEEL FABRICATOR SHALL SUBMIT CLUBHOUSE 1.5. METAL ACCESSORIES SUCH AS WALL FORM TIES.BAR SPACERS AND CHAIRS SHALL BRICKS SHALL BE INCORPORATED TO'TOOTH'INTO THE BRICKWORK. EVIDENCE OF QUALIFICATION OF WELDING PROCEDURES AND WELDERS TO THE BE SUBMITTED TO THE ENGINEER AND ARCHITECT FOR APPROVAL. STRUCTURAL ENGINEER,AS REQUIRED,FOR APPROVAL. 4.2. CONCRETE MASONRY WALLS SHALL BE NO LESS THAN 8"THICK.UNLESS 2. CONSTRUCTION: OTHERWISE SHOWN ON THE DRAWINGS. ALL CMU WALLS SHALL BE REINFORCED HALFWAY HOUSE 2.1. CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED AND ANY STANDING WATER VERTICALLY WITH A y4 BAR AT A MAXIMUM SPACING OF 48". AT ENDS OF CMU WALLS, EDGES OF OPENINGS AND CORNERS,END CORES SHALL BE REINFORCED VERTICALLY WITH LOCATION PLAN REMOVED PRIOR TO PLACEMENT OF CONCRETE. ROCK FACES MALL BE CLEANED OF ALL (2)05 BARS. CMU WALLS SHALL HAVE GALVANIZED TRUSS-TYPE HORIZONTAL BED DIRT.LOOSE MATERIAL AND FRACTURED ROCK PRIOR TO PLACEMENT OF CONCRETE. REINFORCEMENT EVERY TWO COURSES OR 16 MINIMUM WIRE SIZE FOR BED CLUBHOUSE ADDITION 2.2. FOOTINGS SHALL BE FORMED ON UNDISTURBED.UNFROZEN SOIL. BOTTOM OF REINFORCEMENT SHALL BE 9 GAUGE. THE TOP COURSE OF ALL CMU WALLS.AND AT FOOTING DEPTHS SHALL BE LOCATED SO THAT THE DIFFERENCE IN DEPTH BETWEEN TWO LOCATIONS WHERE FLOOR OR ROOF STRUCTURES ARE SUPPORTED,OR AS SHOWN ON THE PROXIMATE FOOTINGS SHALL BE LESS THAN OR EQUAL TO ONE-HALF OF THE CLOSEST DRAWINGS.SHALL BE A FULLY GROUTED BOND BEAM,CONTINUOUSLY REINFORCED WITH 2 HORIZONTAL DISTANCE BETWEEN THE EDGES OF THE FOOTINGS. IN ALL AREAS SUBJECT B5 BARS. AT BEAM BEARING LOCATIONS,THERE SHALL BE NO LESS THAN(4)#4 TO FREEZING TEMPERATURES.THE BOTTOM OF THE FOOTINGS SHALL BE NO LESS THAN VERTICAL BARS.EVENLY DISTRIBUTED WITHIN 16"OF THE BEAM CENTERLINE,ON BOTH 4'-0"BELOW FINAL GRADE,UNLESS THE FOOTING IS FORMED ON MASSIVE,UNFRACTURED SIDES OF THE BEAM. A WEATHERPROOF COPING SHALL BE INSTALLED ON THE TOP BEDROCK,WHERE IT CAN BE FORMED AT ANY DEPTH. IN HEATED BASEMENT AREAS THE SURFACE OF THE WALLS. BLIND BROOK CLUB BOTTOM OF THE FOOTING SHALL BE NO LESS THAN 12"BELOW THE TOP OF THE SLAB, 4.3. BELOW EXTERIOR STUD WALLS,SILL PLATE ANCHOR BOLTS SHALL BE PLACED IN OR AS SHOWN ON THE DRAWINGS. THE TOP OF THE WALLS AT A SPACING NOT TO EXCEED 6 FEET. ANCHOR BOLTS SHALL 980 ANDERSON HILL ROAD 2.3. AT LOCATIONS WHERE NEW FOOTINGS SHALL BE PLACED ADJACENT TO EXISTING BE A36 GALVANIZED STEEL WITH A NOMINAL DIAMETER OF 1/2 INCH AND AN END HOOK FOOTINGS.THE BOTTOMS OF THE FOOTINGS SHALL BE AT THE SAME ELEVATION.OR OF AT LEAST 3 INCHES.AND SHALL BE WITH A MINIMUM EMBEDMENT OF 15 INCHES. RYE BROOK,NY 4-0"BELOW FINISHED GRADE,WHICHEVER IS LOWER. SHOULD BOTTOM OF NEW THESE SHALL BE PLACED AT A UNIFORM SPACING ALONG THE LENGTH OF THE WALL, 18SUE•REMISIONS FOOTINGS BE LOWER THAN ADJACENT EXISTING FOOTINGS,THEN EXISTING FOOTINGS PLACING BOLTS 12 INCHES FROM CORNERS AND OPENINGS IN THE WALL. SHALL FIRST BE UNDERPINNED TO THE REQUIRED DEPTH. UNDERPINNING SHALL BE 4.4. MORTAR BED JOINTS SHALL MEASURE 3/8"+/-1/8",OR TO MATCH"EXISTING " DATE DESCRI[PTION EPDXIED INTO THE EXISTING FOOTING WITH AT LEAST 8"EMBEDMENT. WHERE ENDS OF OR TO MATCH EXISTING MASONRY JOINTS. MASONRY WALLS SHALL BE CONSTRUCTED COMPLETED IN SECTIONS NOT MORE THAN 24 LONG. NEW FOOTINGS SHALL DOWELED oe• 40 ISSUE FOR BID EXISTING FOOTINGS AS SHOWN ON THE DRAWINGS.WITH DOWELS DRILLED AND MASONRY JOINTS. MORTAR HEAD AND COLLAR JOINTS SHALL MEASURE 1/2 +/-1/8, 0e-1240 ISSUE FOR PERNR NEW WALL FOOTINGS JOIN WITH EXISTING FOOTINGS,THESE SHALL BE DOWELED IN WITH WITHIN 1/4'OF A THEORETICAL VERTICAL PLANE. NO LESS THAN(2)#5 DOWELS 24"LONG DRILLED AND EPDXIED INTO THE EXISTING 4.5. BRICK OR STONE FACING SHALL BE ANCHORED TO CMU BACKER WITH 18 GAUGE FOOTING WITH AT LEAST 8"EMBEDMENT. GALVANIZED STEEL CORRUGATED MASONRY TIES. SUCH TIES SHALL BE INSTALLED AT A 2.4. SLABS ON GRADE.EXCEPT IN CRAWLSPACE AREAS,SHALL BE A MINIMUM OF 4 MAXIMUM SPACING OF 16"ON CENTER.HORIZONTALLY AND VERTICALLY.VOIDS BETWEEN INCHES THICK AND SHALL BE PLACED ON A SUBGRADE OF CRUSHED STONE 4 INCHES BRICK AND CMU SHALL BE FULLY GROUTED SOLID. THICK.SLABS ON GRADE SHALL BE REINFORCED WITH WELDED WIRE FABRIC.W2.5XW2.5, 4.6. MASONRY MATERIALS SHALL BE STORED AND PROTECTED AT THE JOB SITE TO 6"X 60. BASEMENT SLAB SHALL BE PLACED ATOP A 6 MIL THICK POLYETHYLENE PREVENT DAMAGE FROM WET,COLD OR FREEZING WEATHER. ANY MASONRY MATERIALS VAPOR BARRIER.WITH ADJACENT SHEETS OVERLAPPING BY AT LEAST 4". FREE EDGES WHICH ARE FROZEN SHALL BE THAWED PRIOR TO USE. OF SLABS ON GRADE SHALL BE THICKENED TO 8"AND REINFORCED WITH A/5 BAR. EXCEPT IN CRAWLSPACE AREAS.WHERE THIS IS OPTIONAL 4.7. CONTRACTOR SHALL TAKE MEASURES TO ENSURE THAT MASONRY CONSTRUCTION SHALL BE PROTECTED FROM FREEZING DURING COLD WEATHER,USING AUXILIARY HEATING 2.5. SLABS ON METAL DECK SHALL BE AS SHOWN ON PLAN,OR NOT LESS THAN 4 3c OR INSULATED BLANKETS TO MAINTAIN A MINIMUM TEMPERATURE OF 40 DEGREES THICK.SLABS ON METAL DECK SHALL BE REINFORCED WITH WELDED WIRE FABRIC, FAHRENHEIT FOR AT LEAST 24 HOURS AFTER INSTALLATION. W1.4XW1.4.6"X 6". 4.8. CONTRACTOR SHALL TAKE MEASURES TO MAINTAIN MOIST CURING OF NEW 2.6. REINFORCED CONCRETE WALLS.BEAMS AND SLABS SHALL BE AS SHOWN ON THE MASONRY CONSTRUCTION FOR AT LEAST THREE DAYS AFTER INSTALLATION. DRAWINGS. 2.7. ONCE IN PLACE,CONCRETE SHALL BE MECHANICALLY VIBRATED TO INSURE PROPER CONSOLIDATION AND UNIFORMITY,WITH NO FORMATION OF VOIDS OR HONEYCOMBS. 2.8. IF CONCRETE IS PLACED IN COLD WEATHER,HEATING EQUIPMENT SHALL BE SCALE DATE PROVIDED TO INSURE ALL MATERIALS AND CONSTRUCTION DO NOT FREEZE. AS NOTED MAY 12020 2.9. CARE SHALL BE TAKEN TO PREVENT THE CONCRETE FROM DRYING OUT DURING ITS SHEET TM.E CURING PERIOD. MEASURES SHALL BE TAKEN TO INSURE THAT THE CONCRETE REMAINS STRUCTURAL NOTES MOST FOR AT LEAST 7 DAYS AFTER PLACEMENT. OF NEW STRUCTURAL 2.10. FOOTINGS AND FOUNDATION WALLS SHALL NOT BE BACKFILLED UNTIL THE FIRST ;t��,wH KZ;;;.O:p FLOOR DECK HAS BEEN COMPLETED.DRAINAGE OF BACKFILL BEHIND RETAINING WALLS SHALL BE PROVIDED AS REQUIRED TO INSURE THE WALLS ARE NOT SUBJECT TO HYDROSTATIC PRESSURE. PROJECT No. SHEET Na i ��,�� BBC05.00 S0.01 --— �' ROGERS McCAGG --- -- ARCHITECTS I PLANNERS _` ---------,�(^�— a 2 INTERIOR DESIGNERS 44 North Main Street.South Norwalk CT 06854 T 203 354 5200 F 203 354 5201 www.rrrarch.com CML ENGINEER _._.3 i-— _ __ AHNEMAN KIRBY J _�_�� ___ — 1171 E.PUTNAMAVE. f 1`l + BUILDING 1-SUITE 1A RIVERSIDE,CT 06878 203-869-4606 MEP ENGINEER TIETJEN VENEGAS 68 PURCHASE STREET, I RYE,NY.10580 914-967-9505 —`_�__- ---( �J ----- -- -- i-- - STRUCTURAL ENGINEER ! 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DATE DESCRIPTION 0"I-0 FFN 188UE FOR 8�; i i i 0&12-U ISSUE FOR PERMIT -7 0 I i� J ° O i Ii SCALE DATE ( AS NOTED MAY 12020 SHEET TALE " FOUNDATION PLAN r•�O i^••i Z � FOUNDATION PLAN 0 PROJECT Na SHEET No. it—Ott 116�/L/� BBC05.00 S1 .01 ROGERS r McCAGG ! i I ARCHITECTS I PLANNERS J 4 2 INTERIOR DESIGNERS - _ �-__ 44 North Main Street.South Norwalk CT 06854 ( T 203 354 5200 2 m0aF 20 354 5201 www._" ~m�Jdi__j I 4--1 1 I I ~v I r -- - N CML ENGINEER I L_ I " I i _ �` _ f ___ ! 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T 203 354 5200 F 203 354 5201 1lll Il I www.rm-arch.com CML ENGINEER .�_0_.0-13__- 0 0 _.II_.IL..0.__Q-11-11-JI..._.0._L I 0 0 JI-..O.._.R_OJ__0-0.0 AHNEMAN KIRBY 1171 E.PUTNAM AVE. i -._ �.�.-_.. ' I --171--tr T-u-Ir_.1_-Y--iwrr-T-il-u- Ir im-r-T--i-i-V%--il rr=it IF�Ir'n I� BUILDING 1-SUITE 1A __7 _-____ __ r"`1 I 1 i�� II 0 II N 11 11 II II 11 II 11 Q II II II II lip Q Q I I N 0 11 I 0 II oil II I RIVERSIDE,CT 06878 _ L--- ----- -- --__j I 1 II II II II II!I II 11 II II II II II II II II III 0 0 Q 0 Oil II II II 11 11 11 II '! 0 203-889-4606 �� 0 ,:II II II II II !1 II II N II II II II II II 110 0 I 0 0 oil II II N II 11 11 II �! ' MEP ENGINEER L I!i II II II Il II II II !I II oil II II II II Il 0 0 0 0 0 Oil 0 11 II 11 1110 II II II 0 II II II II oil II !! {= I i _ _="• -J II 0��II II 0 I II U ii !� 1 0 0 1 0 0 9 Il 9 II 11 0 II it ` TIETJEN VENEGAS �+ f f f i` II II II 0 oil II II II II 11 11 I! 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AHNEMAN KIRBY 1171 E.PUTNAM AVE. / I I BUILDING 1--SUITE A I 7../���•, — -_-- --- RIVERSIDE,CT 06878 j I EX TING RAFTERS: EXISTING RAFTERS: 2—X 1 ®16°o.c.(VIF) 2X12®16"O.C.(VF) 203-869-4606�' I i— MEP ENGINEER TIETJEN VENEGA S 68 PURCHASE STREET , _ -_.._ RYE,NY.10580 914-967-9505 / .. a ems, STRUCTURAL ENGINEER I I � / ° k DAVID KUFFERMAN 6 2170 REDDING RD / too y® / I�N I • +,rye FAIRFIELD,CT 06824 i ZX N 203-256-1712 iNE `�ti I / N LW I NEW RAFTER& i I I 2X12 9 10 O.C. crm I II N v =N i i I i I I 1 9 I i I 2.0 1 PARKINCQ f l` EXISTING F AFTERS EXISTING RAFTERS I PRO OFFICE 2X12®16"o.c.(VIF) 2X12®16"o.c.(VIF) l CLUBHOUSE LA �+ 0 �—HALFWAY HOUSE I � LOCATION PLAN - - - - - - - - ' - CLUBHOUSE ADDITION I: �4 d1W I -CC �N `�,, ,� 1 \ / =j N .- =N BLIND BROOK CLUB EXInW RAFTERS S / NEW RAFTERS-. 980 ANDERSON HILL ROAD 2x,2®,sp o.c.(wF) % 2X12 o b.c. RYE BROOK.NY I j `�`•o ��J i ISSUE&REVISIONS to DATE DESCROYMN 0"1,20 ISSUE FOR BID ISSUE i 0612,20 E FOR PERMIT {I Lhi N 'Y v N ` \ I I I I 1 E 15T),NR,RAFTERS EXISTING RAFTERS Z;X,9 @D It"O.C.(VIF) 2X12®I6 o.c.(VIF) I i W ci 7" 1--0` c -�—__ SCALE DATE • A3 NOTED MAY 12020 F SHEET TOLE 5z N x � OF NfW ATTIC FLOOR&ROOF E, ii���i N ``y�P�ri,�G"KV;c�;��p,� FRAMING PLAN �:O 11' r ROOF FRAMING PLAN N-1 "° 0� MOJ�N°' OHM No. S1 -05 ROGERS McCAGG NEW EXISTING(VIF) I + f ---8"CMU w/B4 VERT.O SEE COLUMN SPEC FOR DETAILS H FOR t ARCHITECTS I PLANNERS 48"o.c.MAX&y6 VERT. ANCHORING INFO INTERIOR DESIGNERS IN EACH CORNER w/9 GA.TRUSS-TYPE HORIZ. " I 5 WWF 66-W2.Ox2.0 44 North Main Street.South Norwalk CT 06854 7 WIDE x 12 HIGH CAST STONE I T 203 354 5200 F 203 354 5201 REINF.O 16"o.c. COPING AS TOP TREAD 'v www.rm-arch.com II WWF 66-W2.Ox2.0 CIVIL ENGINEER 1 • I --SAW-CUT EX. ; � $4 AHNEMAN KIRBY sLa6(VIF) 15 - a 1171 E.PUTNAM AVE. 5 _ - BUILDING 1-SUITE 1A ��ti .. H RIVERSIDE,CT 06878 (2)/5 T I - 2 T&B 203-869-4606 MEP ENGINEER -_ STONECRUSHED TIETJEN VENEGAS STONE — 68 PURCHASE STREET, RYE,NY.10580 1=- — —-I I �= 914-967-9505 o COMPACTED - COMPACTED COMPACTED GRANULAR FILL -I I GRANULAR FILL i STRUCTURAL ENGINEER i #4 O 12"o.c.E.W. DAVID KUFFERMAN .1 GRANULAR FILL -�4 O 12"o.c. E.W.(TYP) 0 2170 REDDING RD, 8" 8• COMPACTED FAIRFIELD,CT 06824 GRANULAR FILL c 203-256-1712 I �14 O 12"o.c.E.W.(TYP) 4A (2)NS Tdc6 ao (2)/4 CONT. Alt ii TII III 111 Ili 4" Be [4" 4" 8' [4- I1 11 1 1 1 if i III 111 i 11 1 1 If 1 11 11 111 (3)i4 O 24"O.C.CONT. /4 O 8"o.c.E.W. 6" 8" 6" REFER TO SECTION 2/S2.01 FOR INFO NOT REPEATED HERE SECTION SECTION z /" 1'-0" 20 SECTION 3 34 a 3/4"m 1'-0" 20 3/4"=1'-0" Z� PARKING 7'WIDE x 12"HIGH CAST STONE COPING AS TOP TREAD PRO OFFICE COL CLUBHOUSE COL COL if EQ EQ I I I �COLUMN �-HALFWAY HOUSE �D I I I I I I I LOCATION PLAN #4 A (TYP) I I I I CLUBHOUSE ADDITION /4 O 12"o.c. a+. P6 COLUMN I I I I I I I P6 COL. I I I I I I I ,Ly III III I I I i Ps COLUMN I I I 12"x 8"x 1'BEARING L I I I P w/(2)J"0 A.B. I I #6 DRILL EPDXY I I I I I I 12'x 8`x�"BASE�w/(2)�"0 (4) I I I I ANCHOR BOLTS.DRILL do EPDXY BLIND BROOK CLUB TO EX.FOUNDATION WALL(VIF) 980 ANDERSON HILL ROAD 4 O 12'o.c.E.w--- } I I RYE BROOK, NY II 11 11 I 11 I1I 1 8"x 12"x 1"BASEL I I I I -- - -- o ? I I I I I w/(2)�'0 A.B. I I —SAW-CUT EX. ISSUE A REMIONS • I.'1• • 1=.I `=1 SLAB(�F) SEE PLAN FOR BEARING P L DATE DESCRunio I 1 1 05-01-20 188UE FOR BID ISSUE FOR PERIMT II II I I 1W EX.RUBBLE STONE �_'-' "_� -F3.5: (5)/6 E.W. I I o FOUNDATION WALL I F4.0: (6)#6 E.W. U EX.RUBBLE STONE WALL(MF) co (VIF) 4f-ON C 1 i 1Tf TTII i i1T TTT TTT TTT- �- __��- i—TTT TTT TTT 1 T7 i (2)/4 (3)/4 A 1'-4"MIN _ VIF F3.5: 3'-6"SO 4" 8" 4' 6" 8" 6" F4.0: 4-0'SO ALTERNATE TO SECTION 5/S2.01 SECTION 4 SECTION 5 SECTION ri SECTION 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 20 3/4"=1'-0" 201 SCALE DATE AS NOTED MAY 12020 SHEET TITLE „ttIIIIq, SECTIONS Ap��OF Nfly UGH KIU;I.ti 0 m0ac W= 06 PROJECT No. SHEET No. S2m01 PLY 2xt2 0 16"O.C. .�W .r ( ROGERS 2x6 O 16"o.c. EXISTING WALL(VIF) i I"STIFF.It EACH SIDE 4 DEMO EX.WALL(VLF) —il � MCCAGG r —————— I I TJI-14-560 0 16"o.c. I � NEW 14'TJI JOISTS I I I a BEYOND �"STIFF.t 201 FLOOR EX.ROOF(VIF) LIP rr T&G PLY SIMPSON H2.5 2x12 0 16'o.c. L W/(2)�"BOLTS 2x8 NAILER :"T&G PLY j I fl fl — —�~- r EACH END - -----`—`--- ------- I II u ARCHITECTS PLANNERS INTERIOR DESIGNERS EXISTING 2x1 O JOISTS �"T&G PLY (VIF) 44 North Main Street.South Norwalk CT 06854 EXISTING 200 JOISTS T 203 354 5200 F 203 354 5201 - ___ _ _ _ __ ____ /.J VIF www.rm•arch.com SEE ARCH FOR (_—_ _ -` -'- -"- __ __._ EXISTING TWIN W8 SHORE AND (VIF) EAVE DETAILS FIT W1443 UNDERNEATH(VIF) CIVIL ENGINEER EX.W8 BEAMS STIFF. w21Xso I I 1"CAP a wt8x4o 1171 E.PUT NAM EX.OPEN WEB DECKEX.�) SHORE \_TJI-14"-56O•16'o.c. SHORE AND TRIM AS AHNEMAN KIRBY ROOF JOIST(VLF) L6x4x 208 REG D(VLF) I I I NA AVE. SIMPSON BA3.56 14 � W14x43(ALT. W12x53) BUILDING 1-SUITE 1A I I STUCCO ON GALV. W21X50 RIVERSIDE I I ,CT 06878 208 NOTE: NO WORK SHALL PROCEED NEW P6 COLUMN TO REPLACE 203-869-4606 EXPANDED METAL TJI-t4'-560 0 16'o.c. UNTIL EXISTING CONDITIONS HAVE I I LATHE ON 2 XPS 2x6 0 16"o.c. REFER TO SECTION 1/S2.02 FOR BEEN DETERMINED AND EVALUATED EXISTING 4 0 COLUMN I I MEP ENGINEER ON I"PLY INFO NOT REPEATED HERE BY THE ENGINEER. TIETJEN VENEGAS 68 PURCHASE STREET, RYE,NY.10580 I--REMOVE Ex.TERRA GOTTA SECTION 2 SECTION 4 SECTION 6 914-967-9605 WALL(VIF) 3/4'=1'-O" 20 3/4"=1'-O" 20 3 4"=1'-O" 20 I / STRUCTURAL ENGINEER DAVID KUFFERMAN J W21x5o 2170 REDDING RD, _ CUT EX.CMU } 2� r—EX. TM NEW W BEAM TRIM W18x40 w/j"STIFF. FAIRFIELD,CT 06824 FOR BEAM(VIF) — N 203-256-1712 f i CENTERED ON COLUMN EX.202 JOISTS(VIF) Ir STIFF.It BOTH SIDES 208 EXISTING BEYOND(VIF) I L6x4xA CONT. EX.RUBBLE STONE 8"x 12'x 1'BEARING IP w/(2) I FOUNDATION WALL(VIF) ANCHOR BOLTS w/16"EMBEDMENT I , •'i i SHORE SECTION \_W21x5O - - --- STIFF. I I 12"x 8"x 1"CAPLP -- _ W14x431(ALT: W12x53) HILTI K93 0 32"o.c. I 1 EXISTING I B p TRIM EX.W8s(VIF) I SHORE I fi NEW P6 COL.TO I I NEW P6 COLUMN THAN W8s I I 2x10 JOISTS I I REPLACE EX.4'0 COL. i (VIF) SHIM 4 EXISTING 12"CMU(VIF)FULLY GROUT I I I I I I I 6 G EX.14"OPEN WEB JOISTS(VIF) ALL CORES WITHIN 16"OF BEAM CL I I I I FOR FULL HEIGHT OF WALL. I I I I (-�—DEMO EXISTING TERRA 1 THK CAP Q 12 LON E 9 PAWING --BOND BEAM AT EVERY I I FRAMED LEVEL,REINFORCE ( I C0T7A WALL w/�"GUSSET lP � NEW P6 COLUMN I I '---REMOVE EX.COLUMN(VIF) t PRO OFFICE 20-Out CLUBHOUSE 200 LEDGER w/ VIF JOIST HANGERS SECTION 3 SECTION 5 SECTION 3/4"=1'-0' 20 3/4"=1'-0" ZO 3/4'=1'-0" HALFWAY HOUSE LOCATION PLAN SECTION 8 CLUBHOUSE ADDITION EX.200 RAFTERS (VIF) 1—i"PLY r2x8 O 16"ac. NEW ATTIC JOISTS EXISTING WALL(VIF) \��.\ \\ 202 0 16"o.c. BLIND BROOK CLUB 980 ANDERSON HILL ROAD a a EXISTING 2X10 — �. RYE BROOK,NY Lo i JOISTS(VIF) \—SIMPSON LUS28 .-- ------ MM A REVISIONS 202 0 16" -- --- --- -- - 1�- (2)9j"LVL DATE DESCRIPTION 2 00-01.20 ISSUE FOR BID EX. xt 0 ATTIC JOISTS(VLF)O.C.W/(3)!r 202 PT 0e-12-20 Issue FOR PERMIT 202 0 16"o.c. THRU BOLTS c SEE ARCHITECTURAL EACH END I DRAWINGS FOR " " SECTION 11 A NEW STUD TRIM AWAY EX. N SPACING 3j X 14 3/4"=1'-0" 20 BEARING WALL —DEMO EX. RAFTER TAILS ANTHONY POWER 2x4 0 16"o.c. WALL(VIF) PRESERVE GLULAM T&G PLY �TOG PLY SECTION 2A \_SIMPSON H2.5 = 20 SEE ARCHITECTURt -- 3/4' 1'-0" DRAWINGS FOR COLUMN SPEC �•� EX.200 RAFTERS REFER TO SECTION 1/S2.02 FOR INFO NOT REPEATED HERE \—TJ-9r-230 0 16"o.c. SECTION 10 (2)14"LVL 14"TJ (2)1:"x 11r LVL w/ SECTION 9 3/4"=1'-0" 20 SIMPSON IUS 2.37/9.5 MPSON HANGERS 3/4"=1'-0" ------ SECTION rRg 3/4'=1'-V 20 SCALE DATE AS NOTED MAY 12020 r -NEW ATTIC JOISTS SHEET TIRE ���tutlllurtr�� EX.2x10 ATTIC SHORE 202 0 16"o.c. SECTIONS OF 1VvW ,,��� JOISTS(VIF) �' �"•�� TRIM AWAY EX. ? �••a —DEMO EX. 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SEE 12 — AIL - cr r� 2 "WUP SCHEDULE OF MINIMUM FIXTURE CONNECTIONS PLUMBING LEGEND ► ° C.O. ? °" " 1 I I 1 I EXISTING 6" 0 PARKING FIXTURE DESIGNATION WASTE VENT 1 10* �40. C.W SYMBOL DESCRIPTION 4q SANITARY DN 1 ICI WATER CLOSET A W.C. 4' 2' - - 1/2" ABOVE GROUND SOIL AND/OR WASTE PIPING i i I I Q PRO OFFICE LAVATORY LAV. 1 1/2- 1 1/2" 1/2- — 1/2" UNDERGROUND SOIL AND/OR WASTE PIPING ( 1 1 CLUBHOUSE URINAL UR. 2" 1 1/2" — — 1" ____ VENT PIPING , , °1 ° SHOWER SH. 2' 1 1/2" 3/4" - 3/4' -— COLD WATER PIPING L J III UTILITY SINK US. 3" 1 1/2* 3/4' - 3/4" ------- HOT WATER PIPING EXISTING I I �—HALFWAY HOUSE SINK SK. 2" 1 1/2" 1/2- - 1/2" —---— HOT WATER RECIRCULATING PIPING(H.W.R.) jjj 1 4"SANITARY LOCATION PLAN — SHUT-OFF VALVE CLUBHOUSE ADDITION NOTE: EACH HOT&COLD WATER SUPPLY TO EACH FIXTURE SHALL BE INDIVIDUALLY �_ GLOBE VALVE i i I I " VALVED. A -TANK TYPE CHECK VALVE i i i 10 m PROVIDE WITH SHOCK ARRESTORS CIRCUIT SETTER 4- 1 I I r1W I III --�I CLEANOUT(CO) c.0.1 III I —O DECK PLATE CLEANOUT(DPCO) " BLIND BROOK CLUB III I —il�— UNION 4 111 I Q 980 ANDERSON HILL ROAD SHOCK ARRESTOR 111 I° " � RYE BROOK NY III I HANDICAPPED FACILITY III I NEW CONNECTION TO EXISTING FACILITY I I 1 I ISSUE&REVISIONS PLUMBING STACK No. 1 EXISTINGDATE DESCRIPTION DETAIL No. 1.DRAWING P-1 2 CW' 1J�'HW III 1 1 06-07-202D ISSUE FOR BID HWR 2 06-12-202D ISSUED FOR PERMIT III I — 111 ABBREVIATIONS — I - SYMBOL DESCRIPTION I �'i'HOT WATER RETURN(BUILDING) AFF ABOVE FINISHED FLOOR _-- -+r-------------4 Ioo AFG ABOVE FINISHED GRADE TO INDIRECT WATER HEATER r N�-- fl AOUASTAT AB DRAIN.RUN _ I `T'`HOT WATER RECIRCULATING PUMP ABOVE CEILING TO CLG CEILING _ __ SPILL TO NEAREST o -- - -------------1-- - ---------- CO CLEAN OUT o 2-CW,C' W, `�` �--------- -�-�'_'-- -i FLOOR DRAIN WI'Ili AN 1 _// 1 2"COLD WATER SUPPLY AIR GAP CW COLD WATER do W�HWR UP ---------- -- - `� 1�"HOT WATER SUPPLY DN DOWN --- ----- f--------------i THERMOMETER 1X1" DPCO DECK PLATE CLEAN OUT o 0 2" SEVEN DAY DIGITAL TIME CLOCK NOTE: I OTE: FD FLOOR DRAIN I 1 I V - FU FIXTURE UNIT I EXISTING I pRV I I th-WALL SWITCH WITH INDICATING 1Xt" LIGHT PROVIDE OIL MINDER PUMP AND HB HOSE B18B J. W/STRAINER SCALE OATS CONTROLS.SYSTEM TO BE HW HOT WATER STANCOR OR EQUIVALENT IMETAL COVER �EXI�MSTING ETER SHEET OWN May 7,2020. HWR HOT WATER RECIRCULATING WATER .. ILE HIGH LOW LOWER LEVEL SA SHOCK ARRESTOR TMV TMv THERMOSTATIC MIXING VALVE 20'x2O"x18"PIT U/G UNDERGROUND WATER SOBER I i �I P LU M B I N G SYMMONS TEMP CONTROL VTR VENT THROUGH ROOF TANKS ¢--EXIS 6"c [NATION BASEMENT FLOOR PLAN MODEL 7-1000-102-PRV ,i, DOM TECTION WCO WALL CLEANOUT SERVICE 3 MIXING VALVE SCHEMATIC 2 SUMP PUMP DETAIL i W" WALL HYDRANT c24-Af.G., _ BASEMENTFLOOR PLAN PLUMBING NORTH PROJECT No. SHEET No. 1.00 NOT TO SCALE �OO NOT TO SCALE P1 .00 1.00 200'�SCA�G: 1�8" e T�-0" 4/28/2020 9:52:01 AM ROGERS REAR TERRACE M c CAG G 812 I I I I 3 2 1 ARCHITECTS I PLANNERS I I SOUTHPATIO INTERIOR DESIGNERS 814 44 North Main Street,South Norwalk CT 06854 T 203 354 5200 F 203 354 5201 I I I www rm-arch.com II CIVIL ENGINEER i I I AHNEMAN KIRBY _ — — — — — — �__ — — — — — - -- A]- 1171 E.PUTNAM AVE. BAR BUILDING 1-SUITE 1A DINING ROOM FOYER EX14 Ex12 Ex11 � RIVERSIDE,CT 06878 203-869�4606 SOUTH GRILLL OOM l ERRACE MEP ENGINEER 813 tEotetwr TIETJEN VENEGAS 68 PURCHASE STREET, RYE,NY.10580 W" T:914-967-9505 s F:914-967-2310 - STRUCTURAL ENGINEER I I DAVID KUFFERMAN RECEPTION �A• 2170 REDDING RD, EX15 y TROPHY ROOM FAIRFIELD,CT 06824 STORAGE I I I I I I KI 105 2203-256-1712 MEN'S LOUNGE FRONT 110 TERRACE • 811 ENTRY HALL ELEVATOR I I1 2" 2"W DN, 101 VESTIBULE C.. A.V UP. 103 2-VI UP 2• 2"V UP 4w Xz"HdcCW ON I i ( SIDE ENTRY \-- 2"V UP fit( - POR H- 3 �r��/Jfn�VV _ C Mill815 --- — �— —_ I " ON-1 i WC ST BULE I.r"7hY ---- UP M04 I 0 W DN 17¢ I I ---- HOE — 4"W DN STORAGE i e3 ROOM 2" DN. 102 I o i 108 11 V UP. I — - 2"W DN / CW DN "V UP 17¢"V UP 1"CW DN FE PARKING I A PRO OFFICE 0 0 CLUBHOUSE �D4" 4" 2" MEN'S LOCKER �--HALFWAY HOUSE ON t2- 4" 2w R OM2" LOCATION PLAN CLUBHOUSE ADDITION 4"W DN 0 I I 0. f2t�4_2" C.O. Ci.O. 2" 4"W DN BLIND BROOK CLUB 41N DN 2'V UP o o I 980 ANDERSON HILL ROAD RYE BROOK, NY ISSUE&REVISIONS " C.0.1 • 2 I I I i " A DATE I ON 1 05-07-202D ISSUE FOR BID I`I I I I I UP 2 06-12-2020 ISSUED FOR PERMIT 111 I A A A V V V V Ld1C LAIC 161E LAY 1a = m = ININ, I FD LAY LAY LAY LAY .. 0 0 I EXISTI 3"W.2"CW i 1hw do 41"HWR ?( UP/DN x MEWS �� BATHROOM Sid EX18 S!i Sid Stl SCALE DATE AS SHOWN May 7,2020. ��� SHEET TITLE PLUMBING FIRST FLOOR PLAN FIRST FLOOR PLAN — PLUMBING NORTH PROJECT No. SHEET No. P1.01 SCALE: 1/8" 2001 a 1�-0" Pi .01 4/28/2020 9:52:01 AM — A.1 ROGERS McCAGG I , 3 2 I ARCHITECTS I PLANNERS 17-n I n— INTERIOR DESIGNERS 44 North Main Street.South Norwalk CT 06854 T 203 354 5200 F 203 354 5201 www rm-arch.com CIVIL ENGINEER AHNEMAN KIRBY — — — BOARD ROOM — A 1171 E.PUTNAM AVE. 202 I I RIVERSIDE,CT 6878 20M69-4606 MEP ENGINEER CL. 1 IBA T203 '�EorwcW W. TIETJEN VENEGAS TOR. II 4 I I ,`� ;? 68 PURCHASE STREET, — — It 1 � — — — --_ - RYE,NY.14580 � T:914-967-9505 2310 ON. _-_- F:914�67-2310 VEST. 1S WOMENS 205 HALL j 2K/UP, 1 I -- _ - STRUCTURAL ENGINEER I 204 _ _ H&CW ON _ �4` DAVID KUFFERMAN I I 2170 REDDING RD II " CW ON s o �--——S ——1-}��2-v ON FAIRFIELD,CT 6824 �"H&CW DN p WOMEN'S WOME'S i i I ,, 203-256-1712 BATHROOM LOCKER ROOM I I I 2"V ON UPPER O „� IV 207 0- 208 I FOYER = III I WUMME 201 2-W ON. p 3'a"H SHOWER I I 2"V 2'V UP, O )1 DN ON 208 III 2'Y-�-.../�.S— JJ-H&CW / � I p 3"Fo6 _ SH BATHRM I 210.1 210.2 2'V UP II I ELEV. 2'V UP 34-H&CW ON I i MACHINE I \_2"V DN—+ E-1 I I RM ' SUITE 1 1 302 I - 210 1ii I UP III 2"V ON I I I I I I �-2xy ATTIC ACCESSII 4 211 4.r-EXISnN, I PARKING SUITE 8 SUITE 2 Vj-H&CW 213 212 I I I I `CW ON ADA BATH BATH I 1 1 I PRO OFFICE BATH 8 214 212.1 I i i i CLUBHOUSE 213.1 / O 11V ON. — 2`W ON. I I 2"V N 34"H&CW DN P, / 2"V UP, 1 I I �— H&CW 7¢`HBtCW V Do 2"V ON �--� O I 1 2w ON. 4"H&CW O- )J-CW ON I I I I 10 -HALFWAY HOUSE 2"V H&CW LAY 7¢"H&CW ON SUITE 3 I —— —Ly — I LOCATION PLAN Xt-CW D 31W ON. JCBST0RA CLUBHOUSE ADDITION 11�"V UP, 215 34"H&CW O 2'V D III ATTIC 1"CW I AV H&CW DN CW ON O 4 ��� 301 34"HW EXISTING UTILITY SIN I 2"W DA _ HALL 3'4"H&CW 19, I I I TO BE SALVAGED 209 / BATH II 2 V DN I DURING DEMOLITION W H&C%V. 217.1 O I �� r2 y AND REINSTALLED SUITE 4 I I SUITE 7 WOW DN �2 21/ 218 i� '1 ziy - i �"� ;I r__ ___ �4. f�-2" BLIND BROOK CLUB H&C�W ON I 2y UP I - 980 ANDERSON HILL ROAD lJ"CW DN / -H& N 2y DN L L-—-—---- �. ---EXISTINGL 1"CW. Wv _ RYE BATH ` � SUITE 5 — ————.1 1 2% I a� %HW I " ISSUEB REVISIONS BROOK, NY ADA BATH 7 O �'i H&CW DN 218• SUITE 220 — — 1 &�"HWR 218.1 218 BATH 55 —I 72y I"/1— 21/ DATE DESCRIPTION I220.1 I 2"V UP I 1 05-07-202D ISSUE FOR BID O O Tn STORAGE221 4 2 06-12-Z02D ISSUED FOR PERMIT �s H&CW DN I i _ 2"VN ON.2 UP. �2"VON �2"V DIN �2"V ON , 2-W ON,2'V U #-1X2 H&C 2 W ON.2'V UP, I = __- -- — -- — Xi-H&CW ON �4� I ITn Xt H&CW DN )J-H&CW ON III WCW ON I WCW ON III I11 11 II � II ^ EXISTING I I v 2"CW,1 -HW /l I STORAGE I II 221 N4 I I I SCALE DATE AS SHOWN May 7,2020. SHEET TITLE PLUMBING SECOND&ATTIC FLOOR L - -- -�---- - PLAN SECOND FLOOR PLAN -- PLUMBING "° " 2 , ATTIC FLOOR PLAN — PLUMBING NORTH PROJECT No. SHEET No. 1.0 Qp 2001 P1 .02 SCALE: 1/s"_ ��-o" SCALE: 1/8" = 1�-o" 4/28/2020 9:52:01 AM ICW I-1T rIN TI•HWR ROGER S H&CW G ATTIC I N ATTIC ----------T--- ------------- ----------------- --- - ------- ------- %-- --------------------------------------------- 1•CW.74"HW 1 7" _-- y4w 7: T74» 1 1 1 1 ATTIC 1•CW �4 I I I 4 I I w N4- - • • - » ■ ,' » y Y yy y Y y 1 1Y 1 �`�` HWRY ARCHITECTS(PLANNERS ■ mil" y4" �: xl• " 4;1 • 74 74• ■ xl» 0 7{w Xtr /T" 'y: x!■ x!■ mot" Rw 'Y4 X!• • I I I I , „ I I 1 1 1 INTERIOR DESIGNERS 1 1 I I I I I I I I 1 1 1 44 North Main Street.South Norwalk CT 06854 I I I I I I I I I I I I I I I 1 1 1 I 1 I I I I I T 203 354 5200 F 203 354 5201 1 I I I I 1 I I I I 1 1 www rm-arch.com I I , CIVIL ENGINEER AHNEMAN KIRBY i8Y lAY LAY 18Y lAY — JAY JAY lAY �Y �Y ; 1 1171 E.PUTNAM AVE. r--� � BUILDING 1-SUITE 1A 1 I I I I RIVERSIDE,CT 06878 L__J 1 ' ' 203-8694606 1 I MEP ENGINEER EXISTING UTILITY SINK SECOND FLOOR I I I ,�•�°txtw, TIETJEN VENEGAS I I a 68 PURCHASE STREET, 1 1 I RYE,NY.10580 I I T:914-967-9505 EXISTING 2"CW, ; ; ; " F:914-967-2310 1X•HW&3,•HWR— p STRUCTURAL ENGINEER DAVID KUFFERMAN I I 2170 REDDING RD, I 1 I I I I FAIRFIELD,CT 06824 203-256-1712 �T I Y4 I I I I I I I I I X!" 4h 1" h• �■ 1 I I Y FIRST FLOORJ 1 I I 2" I �_ _' L---- --- 1 '- -�_ 2 DOMESTIC WATER RISER DIAGRAM NOTE: EXISTING 2"CW, ISTING 2"CW, 1h•HW&I':HWR /Xt"HW do Y4"HWR 1.03 NOT TO SCALE EACH HOT&COLD WATER SUPPLY TO EACH FIXTURE SHALL BE INDIVIDUALLY VALVED TIE TO EXISTING 4"VTR PARKING ---------r---I-- ------- -- 21 3v� 2Xy -T T r PRO OFFICE I I -} ----- ----� ------- -- - - -- ATTIC I I I I I I I I I I I I I I I I I I I I I CLUBHOUSE I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I v 2vJ 2vJ 2vJ 2vJ vJ '�/J -, � J 1 I I � HALFWAY HOUSE 2 I I I 1 2 I 2 I 2"V I 2v 2v I 2v i 2v I 2v i 2"V I 2'V i 2vJ 2v 2vJ I I ( ( 2v i 2'V i 2'U i LOCATION PLAN 1 i i i i i i i i i i i i i i 1 i i i I I CLUBHOUSE ADDITION ISTING , , I I I ► I TION I ( I UTILITY SINK I I I I I I I I I I I I I I I I I I I I I I I I I I I I I my 1 1AY I JAY JAY l I I JAY I JAY I I JAY I 1 JAY I I I JAY JAY I I 1 JAY II sd - II w 2■ IiI 2» w L J I BLIND BROOK CLUB3� 3FD 2w 2w z 2 2 2 2w 2- SH " • • 1 12" ��T2 4 12 4 980 ANDERSON HILL ROA D 3 3" 3 4 4 4w4 54�1: 4w 4" ■ 2 4» 4 4» 4• - RYE BROOK, NY4■ C.O. C.O.I C.a1 C.O. SECOND FLOOR ISSUE&REVISIONS r-------I— ———------ -I c.a C.O.T c.o. DATE DESCRIPTION �-lXty �-1hv t--2v j•.17¢v 1 06-07-2020 ISSUE FOR BID I I I 2 06-12-2020 ISSUED FOR PERMIT I I I I I I I I ■ I I I I 4• 4" 4' 4■ 4w I I Fr3"FD 2" IRST FLOOR ■ 3" 4" C.O. 4 C.0. C.O. C.O. 4" 4- ........ ----- ------------------------------------�.0=---- ______ C.O. C.O. - ------------------------ EXISTING --------- ------------------- ------------------------------------------------------------ --------i 4■SANITARY SCALE DATE AS SHOWN May 7,2020. SHEET TITLE PLUMBING (BASEMENT DOMESTIC&SANITARY RISER DIAGRAM SANITARY RISER DIAGRAM PROJECT No. SHEET No. 1.03 NOT TO SCALE 2001 P 1 .03 4/28/2020 9:52:01 AM A.1 ROGERS McCAGG NLETNIPPLE(1'mn NUT— VICMECHMICAL•T OUTLET STYLE 922 FIRELOCK(I'1d n 3 ��TION NNG COLLAR ARCHITECTS I PLANNERS STAINLESSSMFLEXIBLE INTERIOR BRAIDED E( AI DIAMETER) 44 North Main Street.South Norwalk CT 06854 T 203 354 5200 F 203 354 5201 www rm-arch.com -MIN RADKISPERFWr BEDROOM —— -, CIVIL ENGINEER AHNEMAN KIRBY aN.RADIISPERUl-2' � � � � — � � — � � � � � � � A 1171 E.PUTNAM AVE. COLLAR BATHROOM — — � EX02 REDUCNGOUTLET - I BEDROOM ' I I j RIVERSIDE,CT 0 878 COMBRACKErAMBLY SGI AREBAR I r, 203-869-4606 SHEET METAL SCREW I I I I I I MEP ENGINEER TIETJEN VENEGAS AN 2K 0 AM AM AIR 264 AN 3` I I J Of NEW, ,�` 68 PURCHASE STREET, I STUD STUD �'----_I--- --�--------- - - - - - - - - - -- � I J RYE,NY.10580 I T:914-967-9505 I BA M T I L. — e F:914967-2310 _ — — — — L------ — 0 I OROPCEIUNGIUE END BRACKET ASSEMBLY EL. SPRINKLER HEAD I � STRUCTURAL ENGINEER SILVER ROOM cERBlcoovERPLATE vIcTauLlcaooELv.� uP SF R I i � 217 REDDING RQ, t I FAIRFIELD,CT 06824 ''''''' I 203-256-1712 H�S RNNKL RAASSE11 s I ' FLEXIBLE _I STORAGE FOR CONCEALED PENDENTSPF2vKlERS STORAGE • I STORAGE I CNID1" 2.1 I 005 3 FLEXIBLE SPRINKLER HEAD DETAIL FP1.00 - I I " NOT TO SCALE — J I — — — — — — � t ELEV. � I r E-1 -------- WORKSHOP 1 002 SIDEN HL I r--lIN ElATOR PIT 1 WORK O o AREA Io I I I I I I I � 1 PARKING I FIRE ALARM CONNECTIONS SPRINKLER NOTES LEGEND 1 I I I PRO OFFICE -ACTIVATION OF FLOW SWITCHES TO SOUND 1. THIS IS A MODIFICATION TO THE EXISTING HYDRAULIC x EXISTING HEAD TO BE REMOVED BUILDING ALARM AND NOTIFY FIRE DEPARTMENT. DESIGN WET SPRINKLER SYSTEM WITH A FIRE PUMP. I I o I o CLUBHOUSE -ACTIVATION OF TAMPER OR LOW PRESSURE SWITCH �-X EXISTING SPRINKLER PIPING TO BE REMOVED TO SOUND SUPERVISORY SIGNAL 2. FPC SHALL PROVIDE A HYDRAULIC DESIGN BASED ON I LIGHT HAZARD OCCUPANCY WITH 0.10 GPM/FT2 DENSITY NEW FLUSH CONCEALED HEAD L J I -SWITCHES MOUNTED BY FPC,WIRED BY EC TO THE MOST REMOTE 1500 FT2. HALFWAY HOUSE 3. ORDINARY HAZARD(GROUP 1)COVERAGE SHALL BE O NEW UPRIGHT HEAD I PROVIDED FOR- -MECHANICAL 04 NEW SIDEWALL HEAD l.4• LOCATIONLAN I SEISMIC RESTRAINTS -srORAGE ROOMS --_- CLUBHOUSE ADDITION I 4. FPC SHALL OBTAIN LATEST HYDRANT FLOW DATA AND EXISTING SPRINKLER PIPING o I o GLYCOL FILL PROVIDE SEISMIC BRACING FOR SUSPENDED PIPING AND PROVIDE HYDRAULIC CALCULATIONS. I EQUIPMENT AND AS FOLLOWS: NEW SPRINKLER PIPING 1 I I I 5. "K"FACTOR FOR SPRINKLER HEADS SHALL BE SAME AS I I I CRAWL SPACE -ALL PIPING IN BOILER ROOM OF 1-1/4"OR LARGER SIZE "K"FACTOR USED IN HYDRAULIC DESIGN CALCULATIONS. TIE NEW TO EXISTING CART I i i 007 -PIPING IN ALL OTHER AREAS OF 2-1/2"OR LARGER SIZE STORAGE I I I 6. SPRINKLER CONTRACTOR SHALL EXTEND PIPING TO HEADS 001 I I �- j --- BLIND BROOK CLUB BRACING MAY BE OMITTED WHERE TOP OF PIPE IS WITHIN 12" NEW LOCATION. OF THE BOTTOM OF THE STRUCTURAL STEEL SUPPORT AND IS INDIVIDUALLY SUPPORTED. 7. WHERE HEADS ARE REMOVED.CAP PIPING BACK AT MAIN. I 1 I 980 ANDERSON HILL ROAD PROVIDE BRACING AND FLEXIBLE ELBOWS AT THE BASE AND 8. NEW HEADS SHALL BE OF THE SAME TYPE AND O 1 o I I RYE BROOK NY TOP OF RISERS. TEMPERATURE RATING AS EXISTING. I I PROVIDE FLEXIBLE CONNECTIONS WHERE PIPING CROSSES 9. ALL HEADS SHALL BE ALIGN WITH LIGHTING FIXTURES i I ISSUE&REVISIONS BUILDING EXPANSION JOINTS. AND DIFFUSERS.HEADS SHALL BE CENTERED IN TILES. I 1 1 IAQ, DATE DESCRIPTION 10.ALL ITEM NOTED AS BEING EXISTING SHALL BE VERIFIED I I 1 05--07-202D ISSUE FOR BID IN FIELD. NOTE. I I 1 2 06-12-202D ISSUED FOR PERMIT --------1--------------- 11.SPRINKLER PIPE TO BE SCHEDULE 40 BLACK STEEL WITH _ THREADED STANDARD WEIGHT CAST IRON SPRINKLER — — — FITTINGS FOR PIPE SIZES 11/2`AND SMALLER. EXISTING SPRINKLERS SERVING THIS AREA TO REMAIN 1 UNLESS OTHERWISE NOTED 4 12.UL LISTED VICTAUUC VICFLEX HOSE AND BRACKET AND 1 NIPPLE MAY BE USED FOR FINAL CONNECTION TO FLUSH I CONCEALED HEADS. 4"TO I I FIRE DEPARTMENT 'r 'r WATER METER I CONNECTION p--4"TO 1 I SPRINKLERS " STRAINER- I 4" 1 6 COMBINATION 2 RPZ SACKFLOW PREVENTER I 1-4" DOMESTIC/FIRE Y - "t I 4 I I PROTECTION SERVICE r I--; lip 'lM0�-- rtZh`H' -1-2"i DOMESTIC 0 -- -----0 I I HORIZONTAL SPLIT I I 1 V. �E FIRE PUMP (1) MAIN FIRE PROTECTION I I I 1 GPM•40 PSI I SHUT OFF VALVE CHECK VALVE 1 I II I1 4"WET r---c4----------- Q I oALARM VALVE I I 1 I I I I I I I I I 1 I 4r 4w L-fJ--C ----- -1---L--i`.F- j� _�--f--- }{,'H•1 ---------1 -----� I RE PUM I t ' IL --- �4"RPZ (-J -----_--1 SCALE DATE I I BACKFLOW *r-- I � AS SHOWN May 7,2020. I I PREVENTER STRAINER r- L I SHEET TITLE - - FIRE PROTECTION I I -- �" 'MAIN FIRE o�ALVE- � BACKFl�Q��� BASEMENT FLOOR PLAN 1- EXISTING 6 COMBINATION I PREVENI�R EXISTING SIAMESE 1 DOMESTIC/FIRE PROTECTION SERVICE CONNECTION 2 WATER SERVICE SCHEMATIC , BASEMENT FLOOR PLAN - FIRE PROTECTION PROJECT No. SHEET No. 1.00 SCALE. 1/8 a it-on FP1 .00 NOT TO SCALE 1.00 " 2001 4/28/2020 9:52:01 AM ROGERS REAR TERRACE , M c CAG G 812 =7 I I I 3 2 1 ARCHITECTS I PLANNERS SOUTHPATIO INTERIOR DESIGNERS 1 814 44 North Main Street.South Norwalk CT 06854 11 A.fl IT 203 354 5200 F 203 354 5201 ( www rm-arch.com II CIVIL ENGINEER ! I AHNEMAN KIRBY — — — — — — — — — A 1171 E.PUTNAM AVE. BAR ---- BUILDING 1-SUITE 1A DINING ROOM FOYER Ex14 I I I RIVERSIDE,CT 06878 EX12 Ex11 I u 203-8694606 GF Ll.I tOOM E MEP ENGINEER BM 81I oat NEwr TIETJEN VENEGAS 68 PURCHASE STREET, I I " RYE,NY.10580 T:914-967-9505 I I I1 I F:914-967-2310 0 0 STRUCTURAL ENGINEER DAVID KUFFERMAN y 2170 REDDING RD, FAIRFIELD,CT 06824 o Ex1s I oo <° 0 203-256-1712 TERRACE liii F ° °� 811 1Xt" MEN4GE 1" \ �4 w w o> \ 'Yw t)jw 1 w I SIDE ENTR —- — — — — — — — — ---PGRC — — --- c _ STIBULE 1 1Y4" 1" ° —_ CQA - -- 103 OO 0 S'fIB - -- ELEV. 106 1 Ir7m S RAGE M\ "0 1 0 0 V SPR UP 1 w 0 NT I 7 6 PARKING I !J PRO OFFICE O CLUBHOUSE MIEWS 10451 ER 1---HALFWAY HOUSE 9 -AN. LOCATION PLAN CLUBHOUSE ADDITION I w BLIND BROOK CLUB o w I 980 ANDERSON HILL ROAD RYE BROOK, NY ISSUE 8 REVISIONS DATE DESCRIPTION w w 1 05-07-202D ISSUE FOR BID I i 1 1 rrWA2 06-12-2020 ISSUED FOR PERMIT EXISTING 2h"SPR Up/1 I I 1 Lw 1 ISTING SPR DN 0 0 I NOTE: W.1 EXISTING SPRINKLERS SERVING VIS AREA TO REMAIN SCALE DATE AS SHOWN May 7,2020. SHEET TITLE - - - - -I FIRE PROTECTION FIRST FLOOR PLAN FIRST FLOOR PLAN FIRE PROTECTION NORTHPROJECT No. SHEET No. 2001 FP1 .01 4/28/2020 9:52:01 AM b ROGERS McCAGG NOTE: 3 EXISTING SPRINKLER SERVING THIS AREA TOul 1 REMAIN ARCHITECTS�PLANNERS TYPIC L INTERIOR DESIGNERS 44 North Main Street.South Norwalk CT 06854 HEADS SERVED BY PIPING IN ATTIC. T 203 354 F 203 354 5201 I 1 wwwrm-rm-arch.com CIVIL ENGINEER I I I I AHNEMAN KIRBY 1171 E.PUTNAM AVE. BOARD ROOM BUILDING 1-SUITE 1A 202 I I RIVERSIDE,CT 06878 203-8694606 MEP ENGINEER CL. y corMc4, TIETJEN VENEGAS 68 PURCHASE STREET, TOR. AT20ROOM r• RYE,NY.10580 - - wl"� T:914-967-9505 - - - - B F:914-967-2310 i I I II A I STRUCTURAL ENGINEER • WO PENS4; ° ° DAVID KUFFERMAN t' t' 1 2170 REDDING RD, r Lu=:j • • FAIRFIELD,CT 06824 WOMEN'S WO • ° ° 203-256-1712 VEST. 1 BATH M 204 20 LOC UPPER 19 FOYER IF OM N' ° ❑ I 201 t °' ° t HRM 21.1 210.2 • ° ° — — — — — — — — — — C 1 I I I I SUITE 1 1 � 210 UP I TYPIC L 6 5 4 211 1 SUITE 2 REMOVE NG HEAD AND PROVIDE 212 HEAD AT LOCATION SHOWN. PARKING EXTEND PI AND RECONNECT. ® NEW HEAD MATCH EXISTING. SUITE 800 PRO OFFICE TYPICAL 2,3 CLUBHOUSE ® NOTE REMOVE AND REPLACE EXISTING HEAD. 1 4 NEW HEAD TO MATCH EXISTING. HALFWAY HOUSE REMOVE��,NG HEAD AND ASSOCIATEDPIPING. PING BACK AT MAIN. LOCATION PLAN r SUITE CLUBHOUSE ADDITION 1 G-i C 217 HALL t• 209 0 o\ ° \ N. • 4 • T� • ® 1 SUITESUITE 7 -219 BLIND BROOK CLUB 980 ANDERSON HILL ROAD ,. RYE BROOK, NY • °• ISSUE&REVISIONS 8 \� t® • ® DATE DESCRIPTION t w TH SUITE 1 \ SUITE 5 1 05-07-202D ISSUE FOR BID Z°1 218 ° I 2 06-12-2A20 ISSUED FOR PERMIT TYPICAL HEADS S"BY PIPING IN ATTIC. I NO ORAGE 221 I (SPRINKLER SERVING THIS AREA TO j R N III i SCALE GATE AS SHOWN May 7,2020. SHEET TITLE - - -- ---- FIRE PROTECTION SECOND FLOOR PLAN lo-j� S E C O N D FLOOR PLAN — FIRE PROTECTION NORTH PROJECT No. SHEET No. 2001 FP1 .02 4/28/2020 9:52:01 AM ROGERS McCAGG ARCHITECTS I PLANNERS — ' INTERIOR DESIGNERS I 44 North Main Street,South Norwalk CT 06854 T 203 354 5200 F 203 354 5201 www rm-arch.com CIVIL ENGINEER AHNEMAN KIRBY 1171 E.PUTNAM AVE. BUILDING 1-SUITE 1A RIVERSIDE,CT 06878 203-869-4606 MEP ENGINEER \ I �EOFntwy TIETJEN VENEGAS ; 68 PURCHASE STREET, - RYE, Y.10580 T:914-967-9505 F:914-967-2310 - - STRUCTURAL ENGINEER - " DAVID KUFFERMAN 2170 REDDING RD, FAIRFIELD,CT 06824 DN To 203-256-1712 SPRINKLER(TYP) 2" ,w NOTE: MACHINE RM 1° 1 302 1" 1" INSTALL SPRINKLER MAIN ALONG - I EAVE IN ATTIC.INSTALL BRANCH • PIPING ALONG RAFTERS INSTALL PIPING BETWEEN _ " UPRIGHT HEAb AT TOP FLOOR JOIST(TYP) OF ?OIL SHAFT II r A" SOLENOID VALVE SHUT C FF V VE WITH I TAMPE H I EXISTING 4" I SPRINKLER MAIN NOTE: 4"SPR I PARKING DN I I EXISTING SPRINKLER SERVING THIS AREA TO ,y I PRO OFFICE REMAIN CLUBHOUSE AYw �Dt•_HALFWAY HOUSE LOCATION PLAN 2Li CLUBHOUSE ADDITION FF01 w �" 'w '• tw 'w 1" NOTE: 1" 1• 1" INSTALL NAA N ATTIC.SPRINKLER ISTALL BRANCH PIPING ALONG RAFTERS BLIND BROOK CLUB DN T 2" 980 ANDERSON HILL ROAD SPRIN LER(TYP)--,,,," RYE BROOK, NY INSTALL PI PI G BETWEEN ISSUE 3 REVISIONS FLOOR J01 (TYP) DATE DESCRIPTION 1 05-07-202D ISSUE FOR BID 2 06-12-202D ISSUED FOR PERMIT ,w w �• " w Lv SCALE DATE AS SHOWN May 7,2020. SHEET TITLE FIRE PROTECTION ATTIC FLOOR PLAN ATTIC FLOOR PLAN — FIRE PROTECTION N0RTH PROJECT No. SHEET No. Y 1.03 SCALE: 1/8" 1'-0" 2001 FP1 .03 4/28/2020 9:52:01 AM REFERENCE NOTES: REF #1 EXISTING STEAM VALVES&TRAP.COM.INCLUDE V4"HS&RNVERT;o RHOT EMAIN. ROGER S WATER VALVES,�R VENT.MOTORIZED VAALVE PIPING, GTHERMOSTAT. M c CAG G I I I I REF #2 PROVIDE W HWS&R PIPING REF #3 V RUN PRO0 CONDENSATE DRAIN DRAIN FROM EACH AC UNIT MAINARCHITECTS I PLANNERS INTERIOR DESIGNERS 44 North Main Street.South Norwalk CT 068S4 T 203 354 5200 F 203 354 5201 WH#1 _—1 I wwwrm-arch.com m WH#2 BEDROOM r—— I CIVIL ENGINEER E] ElExaa ---- -------------------_--� AHNEMANKIRBY _ — — — — --BATHROnM — — A 1171 E.PUTNAM AVE. BUILDING 1-SUITE 1A BEDROOM I I L-— RIVERSIDE,CT 06878 VALVE CAP I 203-869A606 REFRIGERANT T IPING T N4" I I I MEP ENGINEER --T--T F71 1 174si- 10 w LL RADIATION I L J I OFNtwr TIETJEN VENEGAS 4 SUPPLY DUPLEXMTRANSFER ROOM 68 PURCHASE STREET, &RETURN E,NY.10580 PUMP T'HWS& I I I J T:914 967-9505 TO WH BA E EN L' r'— on,w` — — — _ _ _ _ _Arr _ _ _ _ " ' F:914-967-2310 a EXI G I - � I I I EX 1 L. -VD VD STRUCTURAL ENGINEER o HWS&R I SILVER ROOM DAVID KUFFERMAN -- 8x 8x6l FAIRF ELD2170 DCT 06 ING D, EXISTING HOT WATER BOILER L J 1 I �i i i i i i WH3 T 203-256-1712 824 Y WEIL MCLAIN MODEL 78 I I i l l l STORAGE ' 494 MBH <T 004 c6 EXISTING STEAM BOILER \ #5 RETURN UP EXISTING WEIL MCLAIN MODEL 80 14x12 I STORAGE OPENING 1.230 MBH �i S STORAGE - 005 24x24 20 003 UP TO 1402 12x5 I I I I I AC/5 To H jRE — — — C UH�3R HWSdtR ELEV. 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NY HWS&� UP TO ISSUE REVISIONS w (FR TYP) HYDROGEN UP TO TK ® DATE DESCRIPTION \ � SENSOR 1Y•�R Sx 1 05-0'J-2020 ISSUE FOR BID 4 ( I "HUH 2 ®0 UH'S I � I 2 06-12-2020 ISSUED FOR PERMIT i UH�I1 T — — — — 7— REFRIGERANT PIPING A FolHP N UP TO REFER TO 1 �6•CONCRETE AD CONSOLE U dci,. IL RN PP I 104 1 14FOR PIPING HEMATIC Loi R } PROPANE TANK ° 1Ys'HWS&R UP l ° FOR �P�UP TTK PIPINGREFRIGERANT NOTE: R R —PROVIDE VFD TO EFf 1.FAN TO MO TE ° ° IN RESPONSE TO HYDROGEN LEVEL —OUTSIDE AIR DAMPER TO MODULATE GENERATOR ' I 1 OPEN/CLOSE FOLLOWING EF/1 V' SCALE DATE AS SHOWN May 7,2020. - UP TO SHEET TITLE I _ I CONSOLE UNIT •�� THREE(3)1,000 GALLON HVAC REFER TO REFRIGERANT PIPING ABOVE GROUND OIL TANKS BASEMENT FLOOR PLAN 1; INCLUDE FILL AND VENT PIPING FOR PIPING SCHEMATIC REFER TO 1. 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O C JREMOVE STEAM VALVES >� cN E HOT WATER SYSTEM.INCLUDE Y'HWS&R PIPING,SHUT OFF M CAG G VALVES,AIR VENT.MOTORIZED VALVE AND THERMOSTAT. I REF #2 PROVIDE 34"HWS&R PIPING REF #3 PROVIDE 1-CONMAINDENSATE DRAIN DRAIN FROM EACH AC UNIT RUN TO3 1 ARCHITECTS I PLANNERS I ni Isla INTERIOR DESIGNERS 44 North Main Street.South Norwalk CT 06854 T 203 354 5200 F 203 354 5201 www rm-arch.com CD�1 CD�12 CIVIL ENGINEER I I I I - AHNEMAN KIRBY BOARD ROOM—� — — — — — — — — — — ® ®M _� 1171 E.PUTNAM AVE. A TE 202 I I RAVERS DE,CT I06878 REGO1 203-869A606 MEP ENGINEER cL. CD3 <<oF��,o TIETJEN VENEGAS 68 PURCHASE STREET, I TOR. BA ROOM 1 203 RYE,NY.10580 — — �-- 0 0071N� T:914-967-9505 I I I I B " F:914-967-2310 <o REc110 W�S�,S 2os STRUCTURAL ENGINEER REG 3 013 ° DAVID KUFFERMAN 2oa I 2170 REDDING RD, cD,�a -, STOR. FAIRFIELD,CT 08824 203-256-1712 I I ® I ®OD#7 7 W LOC UPPER FOYER 201 3 WO ,s0 ov4° a> C� EG6 S 2 ° S#4° — — 7 C ELEV. 1 18x1 SUPPLY AND RETURN UP/ E-1 (0 1 Tr SUITE 1 CDF10 SPLASH BLOCK 210 1 4-DRAIN FROM ATTIC v 6x10 I P/D I I 7 6 g 4 211 iE CD�f25 PARKING SUITE 2 CD#12 ®SUITE ® 212 218 CD/9 I PRO OFFICE ® CLUBHOUSE 012 2 4 H 12 1 ° SUITE 3 C EF# i 217 1 ---HALFWAY HOUSE �b 1 X-DRAIN I LOCATION PLAN 1 CD#14 FROM ATTIC ®JC S°R'G ® SP BOC CLUBHOUSE ADDITION HALL BATH 19 0 209 ° 217.1 0 C EF CO 23 \ ® CD�17 ® ® SUITE 4 SUITE 7 BLIND L B ® ® ® ® 2,9 D BROOK CLUB AI3ATH7 216 REc 980 ANDERSON HILL ROAD - RYE BROOK, NY SUITE g E( 16 218 a cD�19 ISSUE 8 REVISIONS DAE� F CD92 S I C 2 �®z1 SUITE 5 ® ®ri4i 1 06-07T2020 ISSUE FORTON BID FMI -I- 11\I S 0 2 BATH B {251 1 22D 2 06-12-2020 ISSUED FOR PERMIT 18.1 I UH/6 1XV HWS&R P/DN AND REREFRIGERAXIT PIP IG UP/DN 0 i STORAGE i SCALE DATE I AS SHOWN May 7,2020. SHEET TITLE - - - w HVAC SECOND FLOOR PLAN 1 SECOND FLOOR PLAN HVAC NORTH PROJECT No. SHEET No. T 1.0 SCALE: 1/8"a 1'-0p 2001 H 1 .02 4/28/2020 9:52:01 AM REFERENCE NOTES: REF #1 REMOVE STEAM STEAM VAL�VESnO&TRAP.CONVERT TO O REMAIN. ROGERS WATER SYSTEM.INCLUDE%"HWS&R PIPING.SHUT OFF M CAG G VALVES,AIR VENT.MOTORIZED VALVE AND THERMOSTAT. REF #2 PROVIDE 34'HWS&R PIPING REF #3 PROVIDE 1J"'CONMAINDENSATE DRAI DRAIN FROM EACH AC UNIT RUN TOARCHITECTS I PLANNERS INTERIOR DESIGNERS 44 North Main Street.South Norwalk CT 06854 T 203 354 5200 F 203 354 5201 www rm-arch.com CIVIL ENGINEER 4VDXB AHNEMAN KIRBY _ 1171 E.PUTNAM AVE. BUILDING 1-SUITE 1A 148 RIVERSIDE,CT 06878 203-8694606 Fe x4 MEP ENGINEER 34x 0 I EpfMCIYy TIETJEN VENEGAS 2XIO -y tip; 68 PURCHASE STREET, AC#s VENT- — RYE,NY.10580 34x8 0.75 SF FR AREA El ,,��� T:914-967-9505 CO/O F:914-967-2310 sx STRUCTURAL ENGINEER 12x10 DN MD 2"� DAVID KUFFERMAN 03112 2170 REDDING RD, 1sx1 AC9 6x1 _ FAIRFIELD,CT 06824 `� 18x12 vD 0 x6 203-256-1712 2x10 SUPPLY REF# B" AC#7 RERIRN I x8 w w VD HEATING 8 DN EF 2 UH#9 COIL 10 t8 :: AC#18 6"0 DN BX VD 2x x6 VD 142x10 1000 34x8 ; u TO EF#4 6 ' 4x8 EF 3 5" BDD REF �l 6x �- �.p MACHINE REG#19 FD EF#13 x8 1 CONDENSATE EXHAUST LOUVER RM -,�. -Q� 6x8 0 DRAT _ 0 t r MIN MtEE ATTIC ESS 302 AC#10AIREA 1600 R E 3 1X"DRAIN I I DOWN t I 26x8 NOTE: 26x ®r, 16x10 DN KEEP ALL DUCTWORK HIGH AND IN PERIMETER PARKING g- VD AC#11 TO ALLOW ACCESS AND CLEARANCE IN ATTIC .0 V11 2-HWS&R TO x6 26x FLOW CONTROL PRO OFFICE RADIATION IN WEST 6X x6 CLUBHOUSE ADDITION /-6"0 DN 5- SOFFIT VINT 6x8 0.5 SF F1�EEIAR:E7A ,Y4"HWS&R SERVING so, x6 AG'#k17 q►—HALFWAYHOUSE EXISTING BASEBOARD 6x8 LOCATION PLAN --- -4 6"0 DN 2" --- - 6"0 DN 0 " • CLUBHOUSE ADDITION VD � Do soFF1T VENT�0.35 SF FREE AREA 2 EXISTING CHECK VALVE UH#7 ATTIC E t RELOCATED SHUT-OFF VALVE 6 VD �\H#8 6"0 DN 5"0 VD ACC 2 I ' �- ---- EF#2 v w--t x P#2 P#3 , ------ goo VD 6x8 /6-0 DN x4 00 BLIND BROOK CLUB LF18x THERMOMETER Fx� fX� 2-HWS&R To EXISTING 2sx 980 AN D E RS O N HILL ROAD ��, INDIRECT WATER HEATERS AC13 26x8 RYE BROOK, NY SYSTEM SENSOR2- 6"0 DN x8 26x VD26x2" AC#14 ISSUE 8 REVISIONS RAC�15 - DATE DESCRIPTION RELIEF VALVE 3"HEADER �—THERMOMETER --�--- "0 "0 1 05-07-2020 ISSUE FOR BID ®30 PSI DRAIN VALVE VD 2 06-12-202D ISSUED FOR PERMIT AIR SEPARATOR REDUCING VALVE TACO 49-300 SYSTEM /— OFF SET•15 PSI MAX SENSOR \6*0 DN x8 0 \6'0 DN 0 1 CW 1 1- T p I I AKE UP I f 3"HEADER 3"HEADER 2"HWS u u RETURN VALVE REFRIGERANT PIPING TO 1W 1Y"HWS&R TO RELIEF ERROMETER V�-� AC U T REFER TO 1 UH'S&AC#18 STRAINER `VALVE ' STRAINER W PETCOCK �2"HWS&R / / VALVED& FOR P PING SCHEMA BACKFLOW CAPPED R PREVENTOR ----- P#1 PRESSURE/THERMOMETER GAUGE WATTS#909 �------ i W/PETCOCK I I I I LWCO 'MR EXPANSION EXPANSION TANK I TACO CBX30 I BOILER f II I I I I -----I DRAIN VALVE CONCRETE PAD t I I t UNION FLOOR SCALE DATE T CONCRETE PAD AS SHOWN May 7,2020. ERMINATE 6"AFF SHEET TITLE EXISTING OIL FIRED BOILER WEIL MCLAIN HVAC MODEL 478 400.000 BTU/HR GROSS OUTPUT ATTIC FLOOR PLAN 2 PROPOSED BOILER SCHEMATIC ATT 1 C FLOOR PLAN - H VA C NORTH PROJECT No. SHEET No. 1.0 NOT TO SCA 2001 H 1 .03 - 3 LE . 4/28/2020 9:52:01 AM ROGERS McCAGG ARCHITECTS I PLANNERS INTERIOR DESIGNERS 44 North Main Street.South Norwalk CT 06854 T 203 354 5200 F 203 354 5201 www rm-arch.com CIVIL ENGINEER AHNEMAN KIRBY 1171 E.PUTNAM AVE. BUILDING 1-SUITE 1A RIVERSIDE,CT 06878 203-8694606 MEP ENGINEER of Ktw,, TIETJEN VENEGAS 68 PURCHASE STREET, RYE,NY.10580 ,off` T:914-967-9505 F:914-967-2310 STRUCTURAL ENGINEER DAVID KUFFERMAN 2170 REDDING RD, FAIRFIELD,CT 06824 203-256-1712 36'L/1 "G %"L/1**G r-36"L/%"G 36%/-y4-G %L/3i"G 36"L/g6"G 36"L/%-G Y4 LA-G %-L/%-G 36%/3b G Y%A-G " •G y40LA4"G y4"L/X"G "G y4"L/Yt'G J; LAOG X4 "G X"L/"Ge� Op p as p All A0016 AC#17 AC#12 AC#13 AC/14 AC�11 AC110 ACJ18 AC#9 AC+B ATTIC SIZ 06 SIZE 08 SIZE 08 SIZE 06 SIZE 08 SIZE 08 SIZE 06 SIZ 06 SIZE 12 SIZE 48 SIZE SIZE 12 SUITE 6 SUITE 7 SUITE 8 SUITE 3 SUITE 4 SUITE 5 SUITE 2 SUITE 1 UPPER WOMEN'S GRILL/TROPHY BOARD FOYER/HALL LOCKER ROOM ROOM ROOM 3a'L/4b'G PARKING Q PRO OFFICE CLUBHOUSE 10-HALFWAY HOUSE SECOND FLOOR LOCATION PLAN 0 co CLUBHOUSE ADDITION AC#5 SIZE 24 GRILL ROOM BLIND BROOK CLUB 980 ANDERSON HILL ROAD AC#6 AC#7 RYE BROOK, NY SIZE 12 SIZE 12 ISSUE&REVISIONS MEN'S MEN'S BATHROOM BATHROOM DATE DESCRIPTION 1 05-07-M ISSUE FOR BID HP#2 HP/1 y4-L/ 2 06-12-202D ISSUED FOR PERMIT Xt- X"L,I1¢-G 97 ..�1 X6.G .L 4-G - --- - --- - -- LFIRST FLOOR '4"L/1 "G 36"L A-G z% /34"G 36%A-G %-L/116-G TO HP#2 36%A-G 36-L/3(,"G VALVED AND CAPPED FOR NOTE FUTURE CONNECTION .o O .a .� O � .� O b REFRIGERANT PIPE SIZING AS PER MANUFACTURER GUIDELINES. 36-L/1 76-G 3;-1,/1 •G SIZE#30 SIZE f30 SIZE#30 MEN'S LOCKER MEN'S LOCKER MEN'S LOUNGE ROOM ROOM SCALE DATE AS SHOWN May 7,2020. SHEET TITLE HVAC BASEMENT SCHEMATIC VR F PIPING SCHEMATIC PROJECT No. SHEET No. H 1.04 NOT TO SCALE Zoos H1 .04 4/28/2020 9:52:01 AM ROGERS McCAGG COMBINATION BALANCING/ ARCHITECTS I PLANNERS SHUT-OFF VALVE INTERIOR DESIGNERS 44 North Main Street.South Norwalk CT 06854 MANUAL VENT i IiYVR T 203 354 5200 F 203 354 5201 W/PETCOCK HWS EXTEND PIPE SLEEVE PIPE wwwrm-arch.com 2"ABOVE FLOOR SEALANT,3M TYPE FD-130 CIVIL ENGINEER AouASTAr FE ?m A PPLIED FORCOMUS IS RUUCTIONS AHNEMAN KIRBY INSULATION 1171 E.PUTNAM AVE. FLOOR BUILDING 1-SUITE 1A Silt. RIVERSIDE,CT 06878 UNION MINIMUM 1/2" 203-869.4606 (TYPICAL) MEP ENGINEER DRAIN--I ��� e1"forNcwr TIETJEN VENEGAS 68 PURCHASE STREET, VALVE RYE,NY.10580 T:914-967-9505 s UNIT HEATER PIPING , FLOOR PENETRATION SEALING DIAGRAM F:914-967-2310 H1.05 NOT TO SCALE H1.05 NOT TO SCALE STRUCTURAL ENGINEER DAVID KUFFERMAN 2170 REDDING RD, FAIRFIELD,CT 06824 203-256-1712 GATE VALVE HWS dt R MAINS ---- -—---- CEILING — — — — — — COMBINATION BALANCING/ VICTAUUC 78K ND ELBOW SHUT-OFF VALVE 3/4"HWS do R BALANCING VALVE FLEXIBLE DUCT FROM ESTRUCTURE MOTORIZED VALVE (4'-0"MAX) (MODULATING) DRAW BANDS SNUG, SIMILAR FOR FED _--AQUASTAT MANUAL UNION(TYPICAL) WITHOUT CRUSHING FROM BELOW AIR VENT W/ 000 FLEXIBLE DUCT I AIR VENT PETCOCK FLEXFLOW ELBOW __j VIBRATIONTHERMAFLEX ISOLATORS 3g"ROD TO ,CQIL WWW. FLFiJ=XX OWEL.BOW.COM TRIM STRAPS AFTER TIGHTENING t'FX STRUCTURE /I _ PARKING rA EXHAUST UNION J DISCHARGE FAN AIR INLET DRAIN I - Q PRO OFFICE CEILING DIFFUSER CLUBHOUSE - B.D.D. ` ` � H.W.S. H.W.R. TRANSITION TO DUCT NOTE:INSTALL FLEXIBLE DUCTWORK SUPPORTS SIZES SHOWN ON PLAN FLOOR AT ALL ROUND NECK OUTLETS Z'VICTAULIC 78Y HALFWAY HOUSE Y-sTRAINIx/eALL FLEXIBLE DUCT CONNECTION VALVE LOCATION PLAN s INLINE EXHAUST FAN DUCT CONNECTIONr5-%\WALL HEATER PIPING 4 HOT WATER COIL PIPING 3 TO AIR OUTLET CLUBHOUSE ADDITION H1.05 NOT TO SCALE H1.05 NOT TO SCALE H1.05 NOT TO SCALE DUCTED AIR—HANDLING UNITS H1.05 NOT TO SCALE BLIND BROOK CLUB 980 ANDERSON HILL ROAD RYE BROOK, NY ISSUE&REVISIONS PRESSURE REGULATING DATE DESCRIPTION VALVE 1)¢"OIL SUPPLY AND 1 05-07-202D ISSUE FOR BID 1 ■ 'Yw F.O.R. RETURN TO OIL TANKS 2 06-12-2020 ISSUED FOR PERMIT 3/4" 0001 # — VIBRATION ISOLATORS 1660 Lir 6'-0"LONG 4"0 RESERVOIR 3/4 1/2w F.O.S. PIPE(TYPICAL) F.O.R. 1 01 F.O.R.R. GATE VALVE rFX SPRING LOADED SPRING LOADED CHECK VALVE(TYPICAL) CHECK VALVE CHECK VALVE REGULATINGHE VALVE -UNION(TYPICAL) DUPLEX OIL BURNER ALL MINIMUM 1/2 (TYPICAL) 1/2" OIL BURNER 1/2" 1 1 STRAINER v�"� w ■ (TYPICAL) ----------- ------ ■ 1`DRAIN --GATE VALVE 1" SOB1"CONDENSATE DRAIN MINIMUM FUSIBLE LINK' J %. SENSOR SWITCH TO SHUTDOWN VALVE(TYPICAL) TRANSFER PUMPS VALVE(TYPICAL) BOILER ROOM FLOOR UNIT IF WATER IS PRESENT IN DEEP SEAL TRAP OUTSIDE SECONDARY DRAIN PAN OF DRAIN PAN OIL FILTER(TYPICAL) SECONDARY DRAIN PAN PRESSURE REGULATOR WEBSTER O.S.V.(TYPICAL) SCALE DATE HORIZONTAL UNIT ASSHOWN May 7,2020. SHEET TITLE 2 SECONDARY DRAIN PAN DETAIL , FUEL OIL PIPING SCHEMATIC HVAC H1.05 NOT TO SCALE H1.05 NOT TO SCALE SCHEMATICS PROJECT No. SHEET No. 2001 H 1 .05 4/28/2020 9:52:01 AM VRF SPLIT SYSTEM INDOOR UNIT SCHEDULE RETURN REGISTER SCHEDULE AC# MFR MODEL SIZE HEAT TYPE CAPACITY (MBH) SIZE REFR. PIPING ELECTRIC 208V,1 P RETURN ROGERS PUMP COOLING/HEATING (HxWxD) LIQUID/GAS MCA/MOCP (A) CFM ROOM NOTES EXH. No. MFR. MODEL CFM. SIZE NOTES AC#1 MITSUBISHI PVFY-P30NAMU-E 30 HP/1 MULTI-POSITION DUCTED UNIT 30/34 54-1/4"x 21"x 21-5/8' 3/8"/5/8' 4.13/15 875 MEN'S LOCKER ROOM 150 CFM OA FIRST FLOOR MCCAGG AC#2 MITSUBISHI PVFY-P30NAMU-E 30 HP01 MULTI-POSITION DUCTED UNIT 30/34 54-1/4"x 21"x 21-5/8" 3/8"/5/8" 4.13/15 875 MEN'S LOCKER ROOM 175 CFM OA REG#1 PRICE 635 DAL 1.000 22x22 AC#1 AC#3 MITSUBISHI PVFY-P30NAMU-E 30 HPO1 MULTI-POSITION DUCTED UNIT 30/34 54-1/4"x 21'x 21-5/8" 3/8'/5/8' 4.13/15 875 MEN'S LOUNGE 215 CFM OA REG#2 1 22x22 AC#2 AC#4 MITSUBISHI PVFY-P24NAMU-E 24 HP#1 MULTI-POSITION DUCTED UNIT 24/27 50-1/4"x 17"x 21-5/8' 3/8'/5/8" 3.00/15 735 GRILL ROOM REG#3 11000 30x12 AC#3 AC#5 MITSUBISHI PFFY-P12NRMU-E 12 HPOI FLOOR MOUNTED UNIT 12/13.5 25-3/16"x 39-5/8'x 8-11/16' 1/4'/1/2' 0.38 317 MEN'S BATHROOM REG#4 1,400 30x2O AC#4 AC#6 MITSUBISHI PFFY-P12NRMU-E 12 HP#1 FLOOR MOUNTED UNIT 12/13.5 25-3/16'x 39-5/8'x 8-11/16" 1/4"/1/2" 0.38 317 MEN'S BATHROOM REG05 700 20x10 AC#5 ARCHITECTS I PLANNERS REG#6 100 10x10 INTERIOR DESIGNERS AC#7 MITSUBISHI PVFY-P48NAMU-E 48 HP#1 MULTI-POSITION DUCTED UNIT 48/54 59-1/2"x 25'x 21-5/8' 3/8'/5/8" 5.63/15 1,400 ENTRY/TROPHY ROOM 44 North Main Street.South Norwalk CT 06854 T 203 354 5200 F 203 354 5201 AC/8 MITSUBISHI PEFY-P12NMAU-E 12 HPa2 CEILING CONCEALED DUCTED UNIT 12/13.5 9-7/8"x 27-9/16'x 28-7/8' 1/4"/1/2' 1.21/15 371 BOARD ROOM SECOND FLOOR wwwrm-arch.com AC#9 MITSUBISHI PVFY-P48NAMU-E 48 HP/2 MULTI-POSITION DUCTED UNIT 48/54 59-1/2"x 25"x 21-5/8' 3/8"/5/8" 5.63/15 1,400 WOMEN'S LOCKER ROOM REG#1 PRICE 635 DAL 400 1606 BOARD ROOM CIVIL ENGINEER AC#10 MITSUBISHI PEFY-PO6NMAU-E 06 HP#2 CEILING CONCEALED DUCTED UNIT 6/6.7 9-7/8'x 27-9/16"x 28-7/8' 1/4'/1/2' 1.05/15 300 SUITE 1 REG#2 75 8x8 AHNEMAN KIRBY AC#11 MITSUBISHI PEFY-P06NMAU-E 06 HP#2 CEILING CONCEALED DUCTED UNIT 6/6.7 9-7/8"x 27-9/16"x 28-7/8' 1/4"/1/2" 1.05/15 300 SUITE 2 REG#3 1400 3406 1171 E.PUTNAM AVE. AC#12 MITSUBISHI PEFY-P06NMAU-E 06 HP82 CEILING CONCEALED DUCTED UNIT 6/6.7 9-7/8"x 27-9/16"x 28-7/8' 1/4"/1/2" 1.05/15 300 SUITE 3 REG#4-8 75 8x8 BUILDING 1-SUITE 1A AC#13 MITSUBISHI PEFY-POSNMAU-E 08 HP$2 CEILING CONCEALED DUCTED UNIT 8/9 9-7/8"x 27-9/16"x 28-7/8" 1/4"/1/2" 1.05/15 300 SUITE 4 REG#9 200 1202 RIVERSIDE,CT 06878 AC#14 MITSUBISHI PEFY-PO8NMAU-E 08 HP#2 CEILING CONCEALED DUCTED UNIT 8/9 9-7/8"x 27-9/16"x 28-7/8' 1/4"/1/2" 1.05/15 300 SUITE 5 REG#10 300 1606 203-869-0606 MEP ENGINEER AC#15 MITSUBISHI PEFY-PO6NMAU-E 06 HP#2 CEILING CONCEALED DUCTED UNIT 6/6.7 9-7/8"x 27-9/16"x 28-7/8" 1/4"/1/2' 1.05/15 300 SUITE 6 REG#11 300 16x16 AC16 MITSUBISHI DEFY-P08NMAU-E 08 HP�12 CEILING CONCEALED DUCTED UNIT 8/9 9-7/8'x 27-9/18"x 28-7/8' 1/4"/1/2" 1.05/15 300 SUITE 7 REG#12 300 isx16 y`'�caixcwro$ TIETJEN VENEGAS �,. 68 PURCHASE STREET, AC817 MITSUBISHI PEFY-PO8NMAU-E 08 HP#2 CEILING CONCEALED DUCTED UNIT 8/9 9-7/8"x 27-9/16"x 28-7/8" 1/4"/1/2' 1.05/15 300 SUITE 8 REG#13 300 16x16 RYE,NY.10580 AC#18 MITSUBISHI PEFY-P12NMAU-E 12 HP#2 CEILING CONCEALED DUCTED UNIT 12/13.5 9-7/8"x 27-9/16"x 28-7/8' 1/4"/1/2" 1.21/15 371 UPPER FOYER/HALL NOTE 2 REG#14 300 1606 T:914-967-9505 F:914-967-2310 REG#15-18 300 1606 1.PROVIDE UNITS WITH CONDENSATE PUMPS,SIMPLIFIED THERMOSTAT.CENTRAL DIGITAL CONTROLLER INSTALLED IN MANAGERS OFFICE. REGJI19 200 1202 ELEVATOR STRUCTURAL ENGINEER 2.PROVIDE DUCT MOUNTED HYDRONIC HEATING COIL(t ROW). DAVID KUFFERMAN 2170 REDDING RD, MM' EXTRUDED ALUMINUM LOUVER TYPE,45'FIXED BLADES.1/2'SPACING. FAIRFIELD,CT 06824 VRF SPLIT SYSTEM OUTDOOR HEAT PUMP UNIT SCHEDULE FLOOR REGISTER SCHEDULE BLADES PARALLEL To LONG DIMENSION. 203-256-1712 HP No. MFR MODEL EER/COP CAPACITY (MBH) SIZE REFR. PIPING WEIGHT NOTES CEILING MFR. MODEL CFM. SIZE NOTES CEILING DIFFUSER SCHEDULE COOLING/HEATING (HxWxD) LIQUID/GAS DIFF. No. HP#1 MITSUBISHI PUHY-P312TSNU-A 11.6/3.50 312/350 71-5/8"x136-3/8"x29-3/16" 3/4"/1-3/8" 1667 FIRST FLOOR CEILING MFR. MODEL CFM. SIZE NOTES HP#2 MITSUBISHI PUHY-P12OTNU-A 12.3/3.80 120/135 71-10/t6"x48-14/16"x29-3/16' 3/8"/1-1/8" 594 FR#1 KEES MOSAIC 165 12x6 NOTE 1 DIFF. No. FR#2 FIRST FLOOR NOTE_I,126 TON UNIT IS(2)10 TON UNITS AND(1)6 TON UNIT. FR#3 CD#1 PRICE AMDE 200 9x9 FR#4 CD#2 �, �, 50 6x6 FR#5 P U M P S C H E D U L E FR#6 SECOND FLOOR FR#7 CD#1 PRICE AMDE 175 9x9 PUMP No. SERVICE MFR. MODEL SIZE SUCTION DISCHARGE GPM. HEAD RPM. H.P. NOTES FR#8 CD#2 175 9x9 FR#9 250 CD#3 50 6x6 Pg1 BOILER B&G PL55 55 40 10 3200 FR#10 CD#4-5 50 9x9 PARKING P#2-3 WEST SIDE GRUNDFOS MAGNA 3 40-180 1Y4" 14. 40 30 VARIABLE 600 WATTS NOTE 1 FR#11 CD#6 400 1505 :1 CD#7 200 9x9 PRO OFFICE bQYE: 1.PROVIDE WITH INTEGRAL VFD,AUTOMATIC PUMP ALTERNATION I BRONZE FINISH. GRILLE,54X OPEN,ALUMINUM OPPOSED BLADE DAMPER OIL RUBBER C0#8-9 185 9x9 CLUBHOUSECD#10 250 12x12 CD#11 50 6x6 SLOT DIFFUSER SCHEDULE EXHAUST FAN SCHEDULE CD#12 250 1202 a--HALFWAY HOUSE CD#13 50 6x6 LOCATION PLAN SLOT DIFF. INLET1EXHAUSTWALL OR CURB CD#14 250 12x12 No. CLUBHOUSE MFR. MODEL C.F.M. SIZE SIZE SLOTS THROW NOTES N MFR. MODEL C.F.M. S.P. H.P. BASE OPG. TYPE 50 6x6 CONTROLS NOTES ADDITION SD#1 PRICE AS210 200 5'-0" 8" 1 13 1"SLOT EF#1 LOREN COOK 14XW32D132 1,500 0.25 1/4 2031e x 20Ne" - HONEYWEIl E-3 CONTROLLER NOTE 1 CD#16 50 6x6 SD#2 1 200 1 1 1 1 EF#2 I 120SQN11D 650 0.375 1/6 - - TIMECLOCK NOTE 2 CD#17 250 1202 SDi3 AS215 325 10' 1 1.5"SLOT EFd3 LOREN COOK 120SON11D 750 0.5 1/6 - - TIMECLOCK CD/18 50 6x6 SD#4 �, 325 �, �(, EF#4-12 PANASONIC FV-11-15VK1 100 0.25 12 WATTS - - LIGHT/FAN SWITCH W/TIME DELAY CD#19 250 1202 EFg13 FANTECH FG-5XL 150 0.25 75 WATTS - - THERMOSTATIC CD#20 50 6x6 BLIND BROOK CLUB MM PROVIDE WITH TYPE 41 FRAME(CONCEALED FRAME WITH COUNTERSCREW),BUTTERFLY CD#21 250 1202 980 ANDERSON HILL ROAD CABLE DAMPER.ENGINEERED PLENUM BOX. NOTE$; 1.PROVIDE WITH VFD,WALL HOUSING,SHUTTER,WIRE GUARD AND DISCONNECT. CD#22 50 6x6 RYE BROOK, NY 2.PROVIDE WITH ADJUSTABLE SPEED CONTROL(FOR BALANCING).BACKDRAFT DAMPER. CD#23 250 1202 ISSUE 8 REVISIONS CD#24 50 6x6 DATE DESCRIPTION CD 25 200 12x12 1 05-07-202D ISSUE FOR BID UNIT HEATER SCHEDULE WALL HEATER AND FAN COIL SCHEDULE (BASED ON 180-F ENTERING WATER) CD#26 So 6x6 2 06-12-2020 ISSUED FOR PERMIT UNIo.T HTR. MFR. SIZE CD$27 25 6x6 MODEL H.P. R.P.M. C.F.M. BTU / HR. G.P.M. NOTES WALL HTR. No. MFR. MODEL PHASE VOLTS R.P.M. C.F.M. BTU / HR. G.P.M. NOTES UH#1-3 STERLING HS-84 64 1/20 1050 1100 51.000 6 MQIE; DIFFUSERS TO BE EXTRUDED ALUMINUM CONSTRUCTION FOR SURFACE MOUNTING. UH#3-4 HS-18 18 9 WATTS 1550 395 11,000 1.5 WH#1-5 TURBONICS TOESI 84 1 115 3200 103 8.650 2 NOTE 1 PROVIDE WITH VOLUME DAMPERS WH#6 INTERNATIONAL FHY-02 1 115 - 200 9,400 2 NOTE 4 UH�S-9 HS-36 36 16 WATTS 1530 550 22.000 2.5 TK#1-4 � � � � � � � �, NOTE 2,NOTE 3 SUPPLY REGISTER SCHEDULE >�IE. MM 1.PROVIDE RECESSED WALL MOUNT KIT,EASY CONNECT HOSE KIT,FIELD PAINT COVER COLOR AS PER ARCHITECT. CEILING 2.PROVIDE WITH GRILLE.COLOR AS PER ARCHITECT. DIFF. No. MFR. MODEL CFM. SIZE NOTES 3.TK#3 TO BE FLOOR MOUNTED.GRILL FINISH AS PER ARCHITECT. 4.PROVIDE SHUT OFF VALVES,MOTORIZED VALVE.THERMOSTAT.SUPPLY DUCT COLLAR,25x6 ARCHITECTURAL STAMPED GRILL.UNIT TO BE INSTALLS) FIRST FLOOR WITHIN MILLWORK. SR/1 PRICE RGC 400 16x6 SR#2 400 SR#3 400 SR#4 400 SR#5 250 SCALE j DATE SRg6 165 AS SHOWN May 7,2020. SR#7 I SHEET TITLE SR#8 HVAC SR#9 SCHEDULES NOTE:EXTRUDED ALUMINUM,REVERSIBLE CORE SIDE WALL SUPPLY REGISTER WITH ALUMINUM DAMPER, I"FLAT BORDER AND DIRECTIONAL VANES.FINISH AS PER ARCHITECT. PROJECT No. SHEET No. 2001 H 1 .06 4/28/2020 9:52:01 AM GENERAL REMOVAL NOTES SPRINKLER REMOVAL NOTES: HVAC REMOVAL NOTES: PLUMBING REMOVAL NOTES ROGERS AL N TES 1. REFER TO SPECIFICATIONS FOR REMOVAL REQUIREMENTS. 1. aecfwuENT FLOOR REMOVE EXISTING AC UNIT INCLUDING DUCTWORK,AIR OUTLETS, REMOVE WATER CLOSET,INCLUDE REMOVAL OF ALL WASTE,VENT,AND COLD 1. BASEMENT FLOOR MC C `G G 2. REMOVALS SHALL BE COMPLETE AND INCLUDE ALL SUPPORTS AND TRIMS. DUSTING SPRINKLER SERVING THIS AREA TO REMAIN UNLESS OTHERWISE H 1 REFRIGERANT PIPING.CONDENSING UNIT,CONTROL AND POWER WIRING NOTED. BACK TO SOURCE O WATER PIPING. PROVIDE REMOVALS As INDICATED ON ELECTRICAL PLANS. REMOVE URINAL,INCLUDE REMOVAL OF ALL WASTE,VENT AND COL)WATER 2. FIRST FLOOR 2. FIRST FLOOR REMOVE STEAM MAIN PIPING,BRANCH STEAM PIPING,CONDENSATE PIPING PIPING REMOVE LIGHTS,FIRE ALARM.RECEPTACLES.SWITCHES IN AREA OF WORK. REMOVE ALL HEADS AND ASSOCIATED PIPING IN AREA OF WORK UNLESS AND RADIATORS. MAINTAIN SERVICES OUTSIDE AREA OF WORK. OTHERWISE NOTED.CAP PIPING 13ACK AT MAIN. REMOVE LAVATORY.INCLUDE REMOVAL OF ALL WASTE,VENT,COL)AND HOT REMOVE EXISTING EXHAUST SYSTEM INCLUDING FAN.AIR OUTLETS AND 3 3 3. SECOND FLOOR 3 PROVIDE REMOVALS AS INDICATED ON FIRE PROTECTION PLANS.SECOND FLOOR ASSOCIATED DUCTWORK. WATER PIPING. -IN SUITES.REMOVE ALL LIGHTS.RECEPTACLES,CIRCUITRY,LOW ARCHITECTS I PLANNERS VOLTAGE. REMOVE®WATER PIPING.OWER,INCLUDE REMOVAL OF ALL WASTE,VENT,COLD AND HOT -IN SUITE CORRIDOR,REMOVE ALL LIGHTS,RECEPTACLES.CIRCUITRY.LOW VOLTAGE. INTERIOR DESIGNERS -IN OTHER AREAS,MAINTAIN CIRCUITRY NOT INDICATED TO BE REMOVED 44 North Main Street.South Norwalk CT 06854 OR NOT IN THE SCOPE MAINTAIN. T 203 354 5200 F 203 354 5201 5 REMOVE AND SALVAGE FOR REINSTALL UTILITY SINK,INCLUDE REMOVAL OF wwwrm-arch.com ALL WASTE.VENT,COLD AND HOT WATER PIPING. 4. REFER TO HVAC NOTES FOR REMOVAL OF POWER OF EXISTING AC UNITS. ©REMOVE EXISTING STORAGE TANK. CIVIL ENGINEERAHNEMAN KIRBY 1171 E.PUTNAM AVE. BUILDING 1-SUITE 1A RIVERSIDE,CT 06878 203-8694606 MEP ENGINEER y`'��OFNEIYy TIETJEN VENEGAS 68 PURCHASE STREET, RYE,NY.10580 NOTE: O T:914-967-9505 EXISTING SPRINKLERS SERVING F:914-967-2310 THIS AREA TO REMAIN STRUCTURAL ENGINEER DAVID KUFFERMAN ® 2170 REDDING RD, ELECTRICAL AND SPRINKLER TO REMAIN AND BE MAINTAINED FAIRFIELD,CT 06824 203-256-1712 BOARD ROOM 202 EE WORK FOR THIS PANEL CLOSET ti FOR I I �ATHROOM 204E ti -NIT I® 1 BEDROOM B DROOM —LIGHTS IN THIS AREA NOTE. I ti SE� 1' FO WORK IS TO BE REMOVED PANEL AND P L IN ADJ ENT CO EXISTING PLUMBING IN GRILL ROO _ 0 -- STOR. THIS AREA TO REMAIN • 116 1 U MENS 'INV204A I II BATHROOM BATHROOM ------ 203 ACt ISi1 Id016ECL_ I------------------- ►- 108 -- --X---ST---I---------------x- ------ LOS A HEATERS CORRIDOR UPPER C� C C: C 1 �4> 11 _ FOYER Iwo 4"ON 201 -- -- �~ ` I i SFER PROSAYTO-0-�—s -- — 1QRILLE— ,r, 4 SPR UP ---�(�I�� 011 ti"` ILER I SUITE 1r—� ti _ ��------ ATTICACCBSS I ® CL L-L_J 1 tr.__'i ROOOMI204 3T I h------t- -"I (' F I I4I WORKSHOPPARKING1 _ H1r-� VETIBULE �312 A 101 TROPHY 1 1 MENS , (STORAGE J_� L4_ 102 y� ~ LOCKERS II I 1 1 1 GR v'` �TLt 10714 109 IX NG ' SEE 1' OR SCO IT I PRO OFFICE • --��'-- le� ATTIC I 1"J ��lei ti~ HOTATERTBOIL& O E�.ON N FOR Ei.EVA -'I' - ------ ---� _ CLUBHOUSE r SUI( TE 2 i ti 1 to TOR GE i i I11 �_ _ , BATH OOM 1} .til I H X 1 RINK ONDENSING q. J 207 PIPING IN ATTIC UNIT 4"SPR 9))~� j` I AREA 1 �--HALFWAY HOUSE 1 I SUITE 4 I I (WORKSHOP 1° � LOCATION PLAN I SUITE 3 ® L J - I I I S H4= �r4"S i ti� ti~ NA%LO 104 RS �� N,- U CONDEN 1 — L-- ' CLUBHOUSE ADDITION I I I RETURN 1 3 —CONDENSING I I 1 UNIT I •_' o I I I u // H1 I 1 nn 1SR 1 O r1 to SUITE- -�I 3 y r 1 1 L J MINS LRNGE �' ICI H I I I �1"— 211 1 ti~ tit L J H I I LJ I I v I 1 SUITE/6 CARD RM H ~� �� `� �� ��n 11 I 1 HdeCW 11 I �` 212 1S3" I LOCKERS L ELECTRICAL TO BE 1 1 I I I BLIND BROOK CLUB IN Arnc—�, H1 ,� ® REMOVED UNLESS I ; 1 4 X EXISTING 980 ANDERSON HILL ROAD _- I tiff ❑ N SR I o o OTHERWISE NOTED I I 1 I COL FILL -- ..-- 1 RYE BROOK. NY y 1c.l— 2_ST— J+---STEAM I o 21T3 w 1+1 �� `� �� ti�U r r 1 MAIN I I I ; I ISSUE a REVISIONS I SUITE i 1e.j ti� 1 i M i ( i I I DATE DESCRIPTION ON L BATHRM I I y _ o I I I I 1 05-07-2020 ISSUE FOR BID 215 ti Rr ❑ SR I 1 0 lO I I 2 os-12-2020 ISSUED FOR PERMIT ti •� LL=_ 1 y ��. �ti CART 1 i I ,1 ti'6UITE 91 N" I I ®n STORAGE I S I E GFOR 4 11 218 0 U I I I 1 I 1 SEE WORK _ ~ XXI +� 1 ti � � Lk � � XII; FOR THIS PANEL Wal _I I I I.A I �-1 I ------L------a---J GRILLS 1Xj'HdcCW 11 2"BATHROO 1Xtw — — 1 ❑ `" I L — — — — V V V V I 1 I TO Arnc I IN ArnC-- 218 I NOTE: �f v NOTE: 11 I 2)6"SPR UP I i r--- ---� I I I " EXISTING PLUMBING IN n ti� ti� N 1 4 N L ti� EXISTING PLUMBING IN I 1 I 2 CW. 1 THIS AREA TO REMAIN I MENS 1 OFFIT U I THIS AREA TO REMAIN " I 1 I I I II dt �HWR DN __ __BATHROOM NOTE. �`' SPR t u�' w I UP- x III I >,lc 1O5 � I +71 1 I 4 2"CW• EXISTING SPRINKLERS SERVING THIS AREA I.I o i--L---i', I `X 1 DN A'�""R `X I TO REMAIN UNLESS OTHERWISE NOTED "STORAGE 2,7 NOTE: I/ , N ,;I, I ,�IL AND BE aNm" l.4 X I 3PR DN I - EXISTING SPRINKLERS SERVING fn L---�-- -��- �-�o � ' THIS AREA TO REMAIN U 1 ® ®SHOWERS 9LI WATER I I 4 RPZ�ACI�LOW b I I I NOTE: METER RE�uM� � 2.- _- "J 4"WET SCALE DATE I , F �`-'� AS SHOWN May 7,2020. \ ��Lx ~~ �LX ~� EXISTING SPRINKLERS SERVING �j�j,- I - SHEET TITLE \_ I - - — — THIS AREA TO REMAIN LOUVER T — — 2-RPZ BACKFLOW I - MEP/REMOVALS I PREVENTER I MAIN FIRE EXISTING SIAMESE EXISTING BASEMENT, EXISTING 8"COMBINATION I PROTECTION CONNECTION FIRST&SECOND FLOOR DOMESTIC/FIRE PROTECTION SERVICE—p SHUT OFF VALVE .J. PLAN 3 EXISTING SECOND FLOOR PLAN NORTH 2 EXISTING FIRST FLOOR PLAN NORT" , EXISTING BASEMENT FLOOR PLAN NORTH PROJECT NO. SHEET No. ME.00 E.00 SCALE: 3/32" 1�-0" scALE: 3/32 a , 0 2001 ME.00 — E.00 SCALE: 3/32" 1—0" w w 4/28/2020 9:52:01 AM ROGERS A.1 McCAGG I I I I ARCHITECTS I PLANNERS CO T 3 2 INTERIOR DESIGNERS TO EPTACLE 44 North Main Street,South Norwalk CT 06854 CIR Ulr IN ROOM T 203 354 5200 F 203 354 5201 I I www rm-arch com WH 1 CIVIL ENGINEER CONNECT AHNEMAN KIRBY o TO RECEPTACLE 1171 E.PUTNAM AVE. CIRCUIT IN ROOM f —— BEDROOM BUILDING 1-SUITE 1A I t ❑ ❑ I I WH Exoa ———— RIVERSIDE,CT 06878 -' — — — - — — — — BATH _ 203-8694606 Exo2 I BEDROOM MEP ENGINEER EXISTING PANEL EXISTING P EM)EL Ex03 -NEW �f'oa►uwy TIETJEN VENEGAS TOM REFER R SPLICE BOX D .- I--1 ,"~sl°°" °$ 68 PURCHASE STREET, I I I I I RYE,NY.10580 L J .awe T:914-967-9505 F:914-967-2310 E E O E E STRUCTURAL ENGINEER 7CL. DAVID KUFFERMAN _ SEMENT NEW CONDUIT I HALL 2170 REDDING RD, NEMA 1 tp PUMP TO NEW PAN EX01 TEL. FAIRFIELD,CT 06824 1 P-20A A-42 SILVER ROOM 203-256-1712 DISC SW PUMP R I WH#3 006 I A-42 �MP1-29 T7 01 PUMP TELEPHONE/FIBER A-42 L o� AOIL UMP STORAGE EMOVE MnpBACK 003 E °04 I STORAGE I _ SUMP 11 REMOVE CONDUITS 005 I P REC TO ACCOMODATE _ I 1 NEW PANEL A TO I I UH#S 0 NEW ELEVATOR — — — _ I I A-42 0 -EXIsnW-pARELS- J I - - MP1 15 - - - - C PIT L G \ UH#3 _����I MP1-22 MP1- -� a MP1-29 GF CAB POWER MP1-1 -� MELEVB �- ------- EE MP1 29 I 3 I n ELEVATOR DISC.WITH AUX ST 'MD �- U I r I DISC CONTACTS LOCATION TO BE VERI AC 3 MP1- NEMA 1 o E NEW ELEV DISP WITH I 2P-20A I PARKING N I NO AU X STATUS CONTACTS ---_ DISC 17 19 7 6 5 4 1 I I NEW PULL ----- PRO OFFICE _ BOX C MP 1-2 Q PROVIDE INTER LOCO I I I MD WH�4� SPLICE BOX D2 MOO If ACJ2 ( CLUBHOUSE r I I I I WITH EFf 1 I O� MD MP1-34 NEW PULL \ MP1-29 I I I BOX Al 0' I i /-0 IEXITI CIRCUITRY `_AC#2 HALFWAY HOUSE I I 1 CONDUIT NEMA 1 LOCATION PLAN I WORK ITEMS ' L J ' \—UH#4 2P-20A MP,-29 DISC SWCLUBHOUSE ADDITION - REMOVE(3)EXISTING PANELS.AND CIRCUITRY BACK TO E I I MP1-17,19 O CART STORAGE TO CLEAR CONSTRUCTION.PROVIDE NEW E i I E I HYDRO SENSOR GiE)i PANEL A TO REPLACE EXISTING SAUCE EXISTING BRANCH CIRCUITRY AND EXTEND TO NEW PANEL � J. MP1-34 IFMP1-22 SEE RISER FOR FEEDER REQUIREMENTS VERIFY ALL GF REQUIREMENTS PRIOR TO COMMENCING.PROVIDE NEW AC1 1W SPLICE BOXES.REMOVE ALL EXISTING BOXES. o o NEMA 1 PROVIDE NEW CIRCUITRY CRAWL SPACE D SC2 W OREMOVE EXISTING PANEL B. IN EXISTING CONDUIT O 007 MP1-21.23 I BLIND BROOK CLUB PROVIDE NEW PER PANEL SCHEDULE.SPLICE EXISTING BRANCH CIRCUITRY AND EXTEND TO NEW PANEL PROVIDE CART NEW PANEL B 980 A N D E RS O N HILL ROAD NEW SPLICE BOXES,REMOVE ALL EXISTING BOXES. STORAGE EXISTING REPLACE RYE BROOK, NY ODISCONNECT FEED TO EXISTING CORRIDOR PANEL REMOVE ISSUE 8 REVISIONS CIRCUITRY BACK TO CART STORAGE TO CLEAR o I CONSTRUCTION.PROVIDE NEW PANEL TO REPLACE EXISTING. o SEE RISER FOR FEEDER REQUIREMENTS. n DATE DESCRIPTION U 1 05-07-202D ISSUE FOR BID UH#2 MP1-24 R 2 06-12-202a ISSUED FOR PERMIT UH/1 MP1-24 NEW MECHANICAL PANEL MP2 400 A EXISTING NEW FIRE PANEL ALARM MP1� POWER I C r, o I SUPPLIES I I u IMDP j LJ 2.QM EXISTING FIRE o Fq--- o ALARM CONTROL I I PANEL AND I L1200AJ E SCALE DATE SSUUVPUPLIES AS SHOWN May 7,2020. POR I i E L J SHEET TITLE � MP1-34 ELECTRICAL-POWER E BASEMENT FLOOR PLAN BASEMENT FLOOR PLAN — POWER _ EXSTING FIRE _ T PUMP SERVICE 20 HP PROJECT No. SHEET No. 1.00 D ONNECT TO PANEL MP2 FIRE PUMP TO SCALE: 1/8"= V-0" STAB AND HP MODULES REMAIN 2001 E1 .00 4/28/2020 9:52:01 AM ROGERS McCAGG -- — — — — — — — —I — A.1 REAR TERRACE 812 ARCHITECTS I PLANNERS t I I I INTERIOR DESIGNERS 44 North Main Street.South Norwalk CT 06854 T 203 354 5200 F 203 354 5201 www rm-arch.com 3 CIVIL ENGINEER i SOUTH PATIO AHNEMAN KIRBY 814 1171 E.PUTNAM AVE. BUILDING 1-SUITE 1A RIVERSIDE,CT 06878 I I 203-8694606 II ML-4 18 AFF MEP ENGINEER — — — — — — — - - A �EOF ewr" TIETJEN VENEGAS BAR GF ti* 68 PURCHASE STREET, Ex1a I DISCONNECT G RYE,NY.10580 DINT 200M FOYER REMOVE 10 AFF 7 T:914-967-9505 A/C UNIT SOUTH ' ` F:914-967-2310 GRILL ROOM EX 7 VALE---- E BRACE STRUCTURAL ENGINEER PH —� R DAVID KUFFERMAN ML-1sl ` R IocATEo GF/WP 2170 REDDING RD, _ ML 6 FAIRFIELD,CT 06824 I I I I inm — — e 203-256-1712 AC J4 2ML-18 L-8 ML-0 ML-39,41 RECEPTION 2P-20A \ RECESSED ML-10 O DISC SW y FLOOR BOX EX16 ,� TROPHY ML-12 le, - I i i i i i CABINET MLA AUNGE I i TROPHY RP OW BASEBOARD MEN'S FRONT E RY HALL NEW PANEL' ML-2 105 ML-14 O 110 TERRACE 101 ML I TKg3 ELEVATOR ML-37 ML-8 VESTIBULE 7-37 60"AFF � SIDE ENTRY --- E ML 10 ML-10 O L-8 — — — — — — f6RCl i- _ - =3I3= T" GF/WP -- ELEV. OE ROCi 40- TKA1 46"AFF ML-35 --- E-1 40" 108 ML-34 I I I I -- A3 F M MILLWORK K PARKING �M L E TO STORAGE 10 ML-20Iq ATTEND Y I 102 10 I Q -PRO OFFICE T O N ML-36 CLUBHOUSE 7 6 5 4 RELOCATED ML-38 ML-38 LIGHTNING PRQTECTION �--HALFWAY HOUSE M LOCATION PLAN -FM ° 444:�° CLUBHOUSE ADDITION EN'S LOCKER ROOM ML-36 ML-36 109 WORK ITEMS BLIND BROOK CLUB Oj FOR FUTURE TV PROVIDE POWER , 980 ANDERSON HILL ROAD AND SIGNAL BEHIND BLANK PLATES _ RYE BROOK,_ NY OPROVIDE RECESSED BRASS FLOOR ISSUE s REVISIONS BOX POKEHRU HUBBELL SIPTBRS-WITH 120.20A RECEPTACLES TKg2 34 ML-37 DATE DESCRIPTION M- -JLLL 1 05-07-2= ISSUE FOR BID WH#5 I ❑ ❑ I 2 06-12-2020 ISSUED FOR PERMIT ML-3 � T O ML-34 ML-38 i I S ��ION i �� N 141 i�Iil� ML-40 - Ll WH ML-37 AC#5 UNIT MP1-25,27 11--0000 FEED FROM BELOW I 0 C MEN'S SCALE DATE BATHROOM AC P6 UNIT AS SHOWN May 7,2020. EX18 MP 1-25.27 SHEET TntE WH�s ��' ELECTRICAL-POWER ML-37 FIRST FLOOR PLAN r7*11N FIRST FLOOR PLAN — POWER E1.01 SCALE: 1/S"= 1,-O•, — I — — — — —I PROJECT No. SHEET No. 2001 E1 .01 4/28/2020 9:52:01 AM ROGERS — — — — Z McCAGG ARCHITECTS I PLANNERS 3 , INTERIOR DESIGNERS 44 North Main Street.South Norwalk CT 06854 T 203 354 5200 F 203 354 5201 www rm-arch.com I I _Ip CIVIL ENGINEER I I AHNEMAN KIRBY 1171 E.PUTNAM AVE. BUILDING 1-SUITE 1A RIVERSIDE,CT 06878 I _ _ I — _ I — I — — — — A 203-8694606 BOARD ROOM 202 MEP ENGINEER BATHROOM EMOVE EXISTING PANEL AND FE 203 •� ov�c�+ TIETJEN VENEGAS y 68 PURCHASE STREET, PUCE REMAINING BRANCH CIRCU RYE,NY.10580 I I I I D TO NEW PANEL AP T:914-967-9505 CL. F:914-967-2310 TOR. n Ju STRUCTURAL ENGINEER �j _ _ _ _ e DAVID KUFFERMAN I I I I 2170 REDDING RD, WOMENS HALL SP-17 2os P-31 SP-31 - FAIRFIELD,CT 06824 SP-19 WOMEN'S SP_31 SP-33 203-256-1712 VEST. _ I I I 204 STOR, I I _ aLi \ GF I WOMEN'S UPPER I BATHROOM WOMEN'S FOYER 207 -3 P-7 LOCKER OOM 201 EF#4 G SP-33 206 SP-19 SP-17 WOMEN'S TOE 210.2 OC VllER HEATER SP-19 E M _1 "AFF S-41 08 0.1 -2 SP- SP-20 ELEV. S-20 E-1 SP-2 _ SP_20 SUITE 1 210 11 P-20 I I PARKING an SP-16 P-1 q0 SP db-4 adb 7 6 5 4 g PRO OFFICE SP-21 SP-4 SUITE 2 cLusHousE SUITE 8 SP-16 213 SP (; 212 SP 16 SP -16 - - �-HALFWAY HOUSE NEW PANEL PJC&STORAGE 5 ADA2BATH 9 F SP-6 LOCATION PLAN BATH 8 SP-21 PANEL SP (SUITE PANEL) TYPE SURFACE MAINS CU. 100 AMPERES 40"3FF2 F SP-6 I CLUBHOUSE ADDITION A.I.0 MIN. RATING 10K VOLTAGE120/208 V. 30, 3W & GND �. SU2117 3 M.L.O. ✓ FEEDER SEE RISER SP-6 SP-6 1W 0 AC OR MC AC OR MC 0 TT S 8 S ASSIGNMENT MIN.Al LOAD LOAD MIN.012R SP-14 "pg I 40"AFF SP-8 BLIND R GA.T'HHN s �,,,THH ASSIGNMENT 2 ., _ F SP-8 L BROOK CLUB WATTS E WATTS N Y \ sP SP 6 CU.WIRE CU.WIRE t SP_8 SUITE4 980 ANDERSON HILL ROAD 1 1 20 SUITE-1 BATH REC 1 #12 180W A 54OW #12 6 SUITE-1 REC 201 1 2 1 SP-4 SUITE 7 \ 219 SP-8 RYE BROOK, NY 3 1 2ol SUITE-2 BATH REC 1 /12 180W B 54OW 6 SUITE-2 REC 20 1 4 SP-14' SP-21 SP-21 SP-8 ISSUE&REVISIONS 5 1 20 I SUITE-3 BATH REC 1 #12 180W A 540W 6 SUITE-3 REC 20 1 6 SP-14 SP-1 -� DATE DESCRIPTION 7 1 20 SUITE-4 BATH REC 1 #12 180W B 54OW 6 SUITE-4 REC 20 1 $ \ SP- SP-1 o BATH 6 -aSP- i;� 1 SP-10 1 O6-(T7-2020 ISSUE FOR BID 9 1 20 SUITE-5 BATH REC 1 #12 180W A 540W 6 SUITE-5 REC 20 1 10 Sp_ SP 218.1 SP 0 SP-10 2 06-12-202D ISSUED FOR PERMIT 11 1 20 SUITE-6 BATH REC 1 012 180W B 54OW 6 SUITE-6 REC 20 1 12 2 \\ SUITE SP-10 13 1 20 SUITE-7 BATH REC 1 #12 180W A 54oW 6 SUITE-7 REC 20 1 14 ABA H 7 IR SP-1 218 2 SUITE 5 ff 15 1 20 SUITE-8 BATH REC 1 #12 180W B 540W 6 SUITE-8 REC 20 1 16 2 SP-11 SP-12 I SP-12 P- 1 SP-10 SP-1 17 1 201 UPPER FOYER REC 2 #12 36OW A 88oW 3 STORAGE REC 20 1 1$ _ 19 1 201 UPPER FOYER REC 2 #12 36OW B 180W 1 BATH 218 REC 20 1 20 21 1 20 CORRIDOR REC 4 012 36OW A SPARE 20 1 22 1 SEW PANEL i P-18 SP-18 23 1 201 WOMEN'S GROOMING REC 1 1 #12 180W B SPARE 20 1 124 -20 25 1 20 WOMEN'S GROOMING REC 1 #12 180W A 1100W #10 30 SUITE LGT 20 1 26 yp 20AR F/ ppISC SW �� NEW P 27 1 20 WOMEN'S GROOMING REC 1 #12 180W B 120OW �10 24 MISC LGT 20 1 2$ 5IS 18 PANEL AP R FRC M NEW S WORK ITEM S 29 1 201 WOMEN'S GROOMING REC 1 #12 180W A 120OW #10 2 UPPER FOYER LTG 20 1 30 SP-18 PROVIDE FLUSH POKE-THRU UBBELL SIPTRS- 31 1 20 WOMEN'S LOCKER/VEST 3 #12 180W B 1000W 810 9 CORR LOT 20 1 32 I O WITH 120V.20A RECEPTACLE 33 1 201 WOMEN'S LOCKER/VEST 3 #12 180W A SPARE 20 1 34 CONNECT 35 1 20 WOMEN'S GROOMING REC 1 #12 1000W B STORAGE 20 1 36 I I O FAN/LIGHT SWITCH BY HC.LHT ANDFAN 37 1 201 WOMEN'S GROOMING REC 1 #12 1000W A 1 20 1 3$ 221 39 1 201 SPARE B SPARE 20 1 40 41 1 201 SHOWER ROOM GF REC. #12 600W A SPARE 20�1U TE REMARKS: -PROVIDE AFCI ARC FAULT CIRCUIT BREAKERS C U. GROUND BUS I ---- I SCALE AS SHOWN DA May 7,2020. -PROVIDE WITH HINGED LOCKABLE COVER. CONNECTED LOAD 16 KW SHEET TITLE ELECTRICAL-POWER SECOND FLOOR PLAN SECOND FLOOR PLAN -- POWER — PROJECT No. SHEET No. =- 2001 E 1 .02 4/28/2020 9:52:01 AM ROGERS A.1 McCAGG { ► i I ARCHITECTS I PLANNERS 3 Z , INTERIOR DESIGNERS 44 North Main Street.South Norwalk CT 06854 T 203 354 5200 F 203 354 5201 www rm-arch.com l I I CIVIL ENGINEER r AHNEMAN KIRBY 1171 E.PUTNAM AVE. BEDROOM I r—— I BUILDING 1-SUITE 1A I ! ❑ ❑ I I Exoa ---- ---- -----------------------1 RIVERSIDE,CT06878 — — — — - — — — — BATH — — — A 203-869.4606 Exo2 i BEDROOM I I _ MEP ENGINEER Ex03 _ I �'aovfew.* TIETJEN VENEGAS REM ^EXIS11N r- �; 68 PURCHASE STREET, I I I NEW T=RE PROVIDE THIS AREA I I I RYE,NY.10580 I L� I ,��` T:914-967-9505 ❑ ---- �-- I F:914-967-2310 NEW LIGHTING AND r��E EM R ,R I I I r_J STRUCTURAL ENGINEER ALARM IN THIS Roots s s L. DAVID KUFFERMAN 2170 REDDING RD, � FAIRFIELD,CT 06824 EM es 1 L SILVER ROOM r•�E 203-256-1712 0 Q I Oos -s IX G _ UG NG/FA o O ISH O iiiiiii EM TO REMAIN WG I I I �iiiiiii -- + OeH STORAGE STORAGE A 004 I STORAGE 005 GE �lE S 003 I I PIT UGHT I t I I I SWRCH / WORKSHOP I O B r"RO M I I --------- ------------- --------- 002 ELEV. s 0 "s- \ n r r— CEM ®r•�R S 0.50 I I PARKING I I it kL _ o 7 6 5 4 I I I i ECONNECT TO EXISTING - --- Ej PRO OFFICE I I I I LTG CIRCUIT V CEM WG CLUBHOUSE H WORK ITEMS I I I I I --HALFWAY HOUSE PROVIDE 2.2 KW EM UGHTING INVERTER. I I I I o 0 LOCATION PLAN 1 208 V 1♦INPUT i L_J i r•,E rlE SCRAWL SPACE) 120V OUTPUT ASTRA ITE#INV-S 1-2.2-208-120-OCB-6-STUM-EW vs zs , pop I CLUBHOUSE ADDITION WITH ON-SITE START UP AND EXTENDED WARRANTY. — EXTENDED EXISTING LIGHTING CIRCUIT IN AREA TO RYE BROOK, NY O 0 NEW FIXTURES AND CONTROLS. E o WG Q H I I CRAWL SPACE I BLIND BROOK CLUB CART 980 ANDERSON HILL ROAD STORAGE 001 --- 1�E �y�E o© ISSUE&REVISIONS EXISTING LIGHTING ( o S o S I I AND CONTROLS TO REMAIN LIGHTING DATE DESCRIPTION EM NEW GHT2KW 1 05-07--2020 ISSUE FOR BID INVERTER 2 06-12-2020 ISSUED FOR PERMIT O LPE I I y � _ PROVIDE 4"CONCRETE HOUSEKEEPING PAD E I I s s 400 A EXISTING NEW FIRE PANEL ALARM POWER I 0 0 I I SUPPLIES II u MDP h2O0AI El EXISTING FIRE o A o ALARM CONTROL 1200A PANEL AND SCALE DATE POWER I CT I AS SHOWN May 7,2020. SUPPLIES j E SHEET TITLE \fl MID p ELECTRICAL—LIGHTING EA BASEMENT FLOOR PLAN I I I E BASEMENT FLOOR PLAN — LIGHTING PROJECT Na SHEET No. �O3 SCALE: 1/8"= 1'-0" 2001 El .03 4/28/2020 9:52:01 AM ROGERS McCAGG — — — I A.1 REAR TERRACE 812 ARCHITECTS I PLANNERS I I INTERIOR DESIGNERS 44 North Main Street.South Norwalk CT 06854 T 203 354 5200 F 203 354 5201 www rm-arch.com 3 2 1 CIVIL ENGINEER I I L AHNEMAN KIRBY SOUTH PATIO - - A'll814 1171 E.PUTNAM AVE. BUILDING 1-SUITE 1A II EXTERIOR LED RIVERSIDE,CT 06878 I I LIGHTING 203-869-4606 EXISTING LTG MEP ENGINEER AND FA TO REMAIN U.O FROM - - - - - A �EOFNtpy TIETJEN VENEGAS BAR M- .s " ;�; 68 PURCHASE STREET, Ex1a I I L 4 I RY9 4-967 9505 FOYER mew` 580 DINING 1200M EX11 U co, �10'� F:914-967-2310 I I I 1 r•�E L ROOM r��E R E E "S 7 s es c81 STRUCTURAL ENGINEER DAVID KUFFERMAN I s I 6 � 1�1 2170 REDDING RD, M-a M M 4 — �� FAI 203-56-1706824 I I I I SEE TROPHY CASE IEll LATE LIGHTING DETAIL oN? ob ob ob ob tiE SIGN TR PHY R DOM� 15 ML 1 CLG ,, /YA\ W -TERRACE 11$0 o g L-gg Ile, , A jO { LIGHTING MEN'S GE g g ;0001J o1 d a c ® a _ FRONT - ENTRY HALL g m �e{ ML-13 k ML-13 M1,-13 MLob TERRACE 101 b ML-15 ® 11 1-1 IN wow \1011111111111 ® R eS ® g c EXTEND EXISTING c ELEVATOR o I BUILDING EM/INV _ 11 Lg F1,per/ ` M 5 ob — —EXTERIOR CIRCU - C TO FIXTURE -- - SIDEPORCH I ---- ELEV. Q 108 O ® 1 O EM CCA815 -- S 0 ---- E-1 0 10 /INV D. �ML-1 -0® M DIMS THIS SIDE PARKING o F 010 F'' STORAGE i ® o O1 DATE I 102 LIGHTML-1 I SENSOR PRO OFFICE b D she b CLUBHOUSE 7 6 5 4 DR illEM/INV ML-19 DR R EM/INV -1 Q ®�7 � mL_ .�L-1 LOCKER 01 O1 TOP TAPE LIGHT HALFWAY HOUSE D WITH EXTRUSION LOCATION PLAN 11111 V11 I JF® CLUBHOUSE ADDITION -1 ML-19 M N'S CK R I t+NML-1 DIMS R THIS sUff D D 01 SA ML O D BLIND BROOK CLUB ® 980 ANDERSON HILL ROAD ji aI/INV ML-1s DR R M/I� ML-1 ® ® RYE BROOK, NY F ® ISSUE&REVISIONS O ® D D O D DATE DESCRIPTION I:M-18 /INV 1 05-07-202D ISSUE FOR BID R EM 1 !CONNECT 2 06-12-202D ISSUED FOR PERMIT ® ML-19 EM/INV ML-1 ML TO EXISTING BUILDING EXTERIOR LIGHTING CIRCUIT AND EM TRANSFER �kE 01 EMO1 RELAY(TYPICAL). I 1q I i i I B ML- ML-11 G I IAT CLG DRM ML 11 ML-3 I E vi )S .� G E �S 1 I -EXISTING LTG TO REMAIN EXISTING FA TO REMAIN -RECIRCUIT LIGHTING AS REQUIRED PER DEMO. SCALE DATE AS SHOWN May 7,2020. 1 SHEET TITLE ELECTRICAL- LIGHTING FIRST FLOOR PLAN FIRST FLOOR PLAN — LIGHTING .04 PROJECT No. SHEET No. SCALE: 1/8" 1'-0" — — - 2001 E1 .04 4/28/2020 9:52:01 AM ROGERS �- McCAGG ARCHITECTS I PLANNERS EXISTING LTG AINTERIOR DESIGNERS 3 ANDDCONTROL TO REMAIN 44 North Main Street,South Norwalk CT 06854 T 203 354 5200 F 203 354 5201 I , www rm-arch.com CIVIL ENGINEER I AHNEMAN KIRBY 1171 E.PUTNAM AVE. BUILDING 1-SUITE 1A OS — A RIVE 20IW9-46CT 06878 BOARD ROOM zj IF 202 BATHROOM I I MEP ENGINEER TIETJEN VENEGAS 203 �'��Mt xtw yo 68 PURCHASE STREET, NJ% I I > I I t NY.10580 �r,N`. RY91�4-967 9505 IIcL. ""� F:914-967-2310 III TOR. � — — — — — lp I, Nil Hit STRUCTURAL ENGINEER _ _ _ DAVID KUFFERMAN 2170 REDDING RD, I I I I �4 IW®EM/INV S s 28 ms FAIRFIELD,CT 06824 SP-28 7S SP-28 WOMEN/S EM INV S /Iw o b I o b 203-256-1712 VEST. O bo S o b I I 0 UPPER ®FOYER EM INV OMEN 201 bo o b O E F EM ® Sp_ T R o 1 O OCKEA RO 0 /INv 0 ., /1 2 0 210.2 2 6� EM/INV \ ® bo® o b _ es 2® NIGHT SP-26 LIGHT SUITE I 24/7 211 ® 3 SUITE CLOSER DOORS HAVE MAGNETIC DOORS SWITCHES FOR CLOSET LIGHTS( PARKING 7 6 5 4 leS EM I SUITE 2 PRO OFFICE 212 Q SUITE 8 P 6® es SP-26 CLUBHOUSE 213 O S I1 �� I „ �--HALFWAY HOUSE 214 —32 p SUITE 3 LOCATION PLAN B2 Og® ® T" ®®S I CLUBHOUSE ADDITION SP-26 t1 ST GE O A » I 209E ® SUITE 4 IGHT3 21s BLIND BROOK CLUB SP-26 SUITE'SP-26 ; \ S®2a 980 ANDERSON HILL ROAD RYE BROOK, NY I1 QS of 0co ® 11 ® �S ® \� OS ISSUE 8 REVISIONS I EM/I \/ Al DATE DESCRIPTION SUITE 5 °b SUITE ob 220 1 06-07-2020 ISSUE FOR BID " 218 as OS 2 06-12-2000 ISSUED FOR PERMIT ®c B® SP-26 DA 3ATH 7 1 OEM Sp-96 I S S e C I o 3 A NEW PANEL AP NEW FLOOD RItMOVE PANEL SEW PAN L © O (%0 S s g I I STORAG 22 SCALE DATE AS SHOWN May 7,2020. SHEET TITLE ELECTRICAL- LIGHTING SECOND FLOOR PLAN SECOND FLOOR PLAN — LIGHTING 1.05 SCALE: 1/8.= V-0. PROJECT NO. SHEET No. 2001 El .05 4/28/2020 9:52:01 AM ROGERS McCAGG L I G H T I N G F I X T U R E S C H E D U L E FIXTURE TYPE SYMBOL DESCRIPTION MFG.CATALOG NO. LAMP DATA INFO. VOLTAGE MOUNTING REMARKS AC/8 -- NEMA 1 LOCATE 2x2 RECESSED LED LSI LIGHTING III LED.3500K,3000LM, 120V DISC SA BY ARCHITECTS PLANNERS SFP-22—LED-30—UE-35 30W RECESSED �C1 SW ACCESS o, INTERIOR DESIGNERS 44 North Main Street.South Norwalk CT 06654 T 203 354 5200 F 203 354 5201 L51 LIGHTING ❑ P-20A DISC SW wwwrm-arch.com © Q 1X4 PENDANT SFP—I 4—LED-40—UE-35—JB— 4OW 3500K,40XX)LM. 120V PENDENT 650324(SUSPENSION KIT) 0 AC#7 NEMA I CIVIL ENGINEER ECONOLIGHT O �GF 2P_19 DISC AHNEMAN KIRBY O 0 UTILITY LIGHT(WALL OR LED—FXVTJ20(WALL) LED,4000K,1700LM, 120V SURFACE TIE TO ACCESS SWITCH IN AP— uUHy9 O EF#2' B 1171 E.PUTNAM AVE. DECK As INDICATED) LEE_FXvrJ20(DECK) 201N uH#9 a o O BUILDING 1-SUITE 1A AP-8 EFIR - RIVERSIDE,CT 06878 O O LED DOWNLIGHT PEACHTREE LIGHTING III 48LRD— LED,2700K,2273LM, 120V RECESSED AC�118 NEMA1P-201 SOH AP-8 AP-8 1 P-20A D 203-869-4606 22-30K—SH—TRW-120 27w 2PEM2�1 DISC SW �S m/—IFEF MEP ENGINEER DISC SW SW ��� �rr TIETJEN VENEGAS F1 o LED ppyyN�� PEACHTREE LIGHTING 48LRD— LEE,2700K,2273Ud, 120V RECESSED AP-15'17 TOP°F ,y'' 68 PURCHASE STREET, 22-30K—SH—TRW-120 27W (�Qp 1 SPRINKLER r ©U"GF I NEMA 1RYE,NY.10580 o SCOPE CEILING ADJUSTABLE PEACHTREE LIGHTING#6HLRA— LED,2700K,2305LM, ,2� AP-1261 I 2P-20A owl T:914-967-9505 LED SLOPE 25—M-30K—SH—TRW-120 RECESSED INTERLOCK SP-40 34 RO To DISC S 113 'fit VV06 F:914-967-2310 �4C17 SP-36 PO F3 o WET LISTED LED DOWNUGHT TWICE BRIGHT—XL35 12TL—WH LED.2700K,660L.M, 2PEOA Ac#12 STRUCTURAL ENGINEER EDGE—LIT EXIT —WLTLFR—MLXL-38-927 ,OW.90 CRI 120v RECESSED DISC SW ATTIC 1 DAVID KUFFERMAN AP-15.1T uH 7 301 -20A 2170 REDDING RD, p 13 FAIRFIELD,CT 06824 BK LIGHTING#DELTA—STAR—LED—DS UH#7.UH#8 pUH� DISC SW © DOUBLE HEAD LED FLOOD —LED—EG5—MFL—A9—FINISH—I2—A— LED,3000K,7W 120V/12V SURFACE —LOCATE REMOTE DRIVEN IN ATTIC. AP-8 9 m L-20$ 203-256-1712 DOUBLE KNOCKLE—PROVIDE DRIVERS —PROVIDE RECESSED BACKBOX NEMA 1 O+ a O1P-20ADISC SW GF WAC LIGHTING#5111-27—FINISH —LOCATE REMOTE DRIVEN IN BASEMENT. -10 TERRACE POST UP—LIGHT —DRIVER LED,2700K,7W 120V/12V SURFACE AC#16 + MOUNT TO �- 4 —PROVIDE RECESSED BCKBOX.CONCEAL CIRCUITRY. NEMA 1 STRUCTURE MP2 P2 2PC S°AA 0 O Q LED STAIR LIGHT WAC LIGHTING#4011-27—FINISH LED,2700K.2W. 120V/12V RECESSED —LOCATE REMOTE DRIVEN IN BASEMENT. >4P �4 - AP-15J AP-1517 17 LUMENS H GF M —2.4.6 N 1 2—20A F4 UPPER VESTIBULE WALL PEACH TREE LIGHTING 4ALRD—IC-15 LED,2700K,90 CRI, S WASH IC RATED —D45-30K—W-120 1588 LUMENS, 12W RECESSED MP_ P�i DI AP-15.177 MP2-7.9.11 �tE M13.15,17 CTRI 1DD(�1{44 4 F5 TROPHY ROOM WALL WASH PEACH TREE LIGHTING 4MD-09 LED.2700K.90 CRI, 120V GENERAT e —RND-30K-90—LHW-120 900 LUMENS.1OWASTRALITE RECESSED XIT3 PART NORTH EXIT 1®EM EEDGE—UT ELX—USM-1/2—GC/GW—FINISH—EM LED ASSURFACE SUPPLIED 120V —SD i 11�O6 - � PARKING _ _ COMBO VEM COMBO 120V 6V ASTRALITE# LED AS SUPPLIED 16"m 1'-0" TP-200 / SURFCE PLAN Q PRO OFFICE EM PACK 4CM& EM PACK EUASTR6ALIT# LED AS SUPPLIED 120V/6V SURFACE NORTH CLUBHOUSE FURNISHED BY OWNER. EC SHALL PROVIDE 2 ATT I C O LOCKER FIXTURE INSTALLED BY EC. R .DELIVERY ACCEPTED BY EC. �MIWOPN TY Lq M22pp7�0�0 120V SURFACE PROVIDE RECESSED BACKBOX 1'06 1,�„ �--HALFWAY HOUSE �b STORED BY EC. TO MA CP FIXTURES 02 .. PICTURE LIGHT PLAN LOCATION PLAN I 3 2 1 CLUBHOUSE ADDITION 03 LOUNGE FIXTURE i 1 I 04 ENTRY FIXTURE I I I I _ A BLIND BROOK CLUB J 980 ANDERSON HILL ROAD os O VESTIBULE FIXTURE , I RYE BROOK, NY O08 I ISSUE&REVISIONS BTERRCE SCONCE I DATE DESCRIPTION I NG LIGHTNING I 1 05-07202D ISSUE FOR BID / STA AND TO RATHER I 2 06-12-20M ISSUED FOR PERMIT 07 VEST PENDANT I I EMAJN VERI LOCATIONS IN FI I I I I 08 WOMEN'S FIXTURE I I I I 09 WOMEN'S LOCKER PENDANT I I PROVIDE NEW I DATA LINES TO 4 RELOCATED I I I to STAIR PENDANT EQUIPMENT I EXI;arrN'kNDLIGHTNING „ WEATHER @ SUITE FIXTURE f STA 0 S TO REMAIN I I VERIFY I FI I ,2 a TROPHY FIXTURE I I I I f i to SCALE 4 SCONCE I I PROVIDE NEW I I I A SHOWN DATE May 7,2020. DATA LINES TO RELOCATED I SHEET TITLE TWICE BROGHT#TL 24 HO-160— PROVIDE ONE 28OW DRIVER FOR EVERY 40'OR I EQUIPMENT LED,27ooK, I p LED LINEAR TAPE WITH 927—LENGTH—EXTRUSION—APL.LS 680LM/ft 120V/24 TOP OF TAPE PROVIDE LINE VOLTAGE AND LOW VOLTAGE — ——— — —_— — D ELECTRICAL EXTRUSION/LENS (ASSYMETRIC)—DRIVER#DR-268W 5.5W/T{ LOCKER CIRCUITRY.EACH DRIVER SERVES(3)96W CIRCUITS. _______ ROOF,ATTIC& 24V DC—DIMM II PROVIDE 0-10V CIRCUITRY FOR DAYLIGHT DIMMING SITE PLAN N 1.LED FIXTURES SHALL BE L.M70 MINIMUM RATED.50.000 HOURS MINIMUM. 2.SUBMIT D.O.E.LIGHTING FACT SHEET FOR ALL FIXTURES 3.PROVIDE FIXTURES WITH NECESSARY TRIM do ACCESSORIES REQUIRED FOR A COMPLETE INSTALLATION. ROOF PLAN NORTH PROJECT No. SHEET No. 4.EXACT LOCATION OF FIXTURES SHALL BE DETERMINED BY ARCHITECTURAL REFLECTED CEILING PLAN AND APPROVED SHOP DRAWINGS.VERIFY CEILING TYPES,PRIOR TO SUBMITTING FIXTURES. S.COLOR&FINISHES SHALL BE AS SELECTED BY ARCHITECT. 1.06 200� E1 .06 SCALE: 1/16"= 1'-0' 4/28/2020 9:52:01 AM FIRE ALARM GENERAL NOTES 1.ELECTRICAL CONTRACTOR SHALL PROVIDE THE SERVICE THE CLUB'S LICENSED FIRE ALARM VENDOR IN BID.FIRE ALARM VENDOR.OPEN SYSTEMS INC..CHARLIE MAGNOTTA. ELECTRIC LEGEND ROGERS a PLENUM RATED HIGH TEMP FIRE ALARM CABLE 2.ALL WIRES SHALL BE PLENUM RATED FIRE ALARM CABLES, 150.ALL WIRES SHALL BE -SEPARATELY SUPPORTED ABOVE ACCESSIBLE CEILING RUN IN EMT RACEWAYS PER RISER. SYMBOL DESCRIPTION do/OR SPECIFICATION M�CAG G -IN EMT CONDUIT ABOVE INACCESSIBLE CEILINGS(TYPICAL) 3.SEE FLOOR PLANS FOR EXACT QUANTITY OF DEVICES. ® LIGHT FIXTURE de OUTLET 4.PROVIDE NEW POWER SUPPLIES PER RISER,INTERFACE EXISTING AS INDICATED. SEE PENDANT TYPE LIGHTING FIXTURE&OUTLET FIXTURE 5 PROVIDE LOOP EX EXISTING FUNCTION.CARDS PR OTHER EQUIPMENT AS REQUIRED FOR Q (�, BRACKET OUTLET&FIXTURE SCHEDULE ALL NEW AND FOR ATTIC MORE 6.PROVIDE PANEL BATTERY CALCULATIONS BASED ON MODIFICATIONS EVALUATE EXISTING ®� DOT UM NTH� -BACK�D'GEIWG DIRECIIOFML TYPE TYPES BATTERY SYSTEM AS REQUIRED. O A'TyFE LMN FIXTURE AS L>WtIFO IN Lx;F W FUM WHEDLxE AND CTS PLANNERS INFORMATION ARCHITECTS 7.PROVIDE NEW DETECTION AND N071FICATION DEVICES AS INDICATED. g SINGLE POLE 20A.TOGGLE SWITCH,DECORA STYLE INTERIOR E DESIGNERS 8.PROVIDE PROGRAMMING AND ANY THING FURTHER REQUIRED FOR A COMPLETE S OV SENSOR OVERRIDE SWITCH 44 North Main Street,South Norwalk CT 06854 INSTALLATION. T 203 354 5200 F 203 354 5201 • S 3 THREE-WAY 20A.TOGGLE SWITCH.DECORA STYLE www rm-arch.com S Co S f S S S FIRE ALARM SEQUENCE s P COMBINATION SWITCH do PILOT LIGHT/THREE WAY r fiS��-•-�-�•-•'p CONDUIT RUN CONCEALED IN CEILINGS do/OR HUNG COUNG&/OR WALLS CIVIL ENGINEER R R .L�.,p POWER DISTR.PANEL,LIGHTING PANEL,do RECEPTACLE PANEL AHNEMAN KIRBY OF OPERATION: 1171 E.PUTNAM AVE. I E E E E E NOTE 10 MANUAL FIRE ALARM STATION BUILDING 1-SUITE 1A VF' F� F� F IT IS NOT THE INTENT OF THIS PROJECT TO ALTER THE EXISTING SEQUENCE OF FIRE ALARM SIGNAL AUD10/VISUAL TYPE HORN/STROBE RIVERSIDE,CT 06878 OPERATION,EXCEPT,INITIATION OF CARBON MONOXIDE ALARM SHALL ACTIVATE 203469-4606 I SECOND FLOOR Co FIRE ALARM SIGNAL VISUAL ONLY TYPE 1 i -OTIFICATIONA T FACP OS CEILING SMOKE DETECTOR PHOTO ELECTRIC TYPE MEP ENGINEER -NOTIFICATION TO CENTRAL OFFICE MONITORING. �I DUPLEX RECEPTACLE.CHILD TAMPER RESISTANT,LEVITONJ T5625- COLOR 211N.1fxtwy TIETJEN VENEGAS 1 I ; ,. 68 PURCHASE STREET, I I ALARM BY HEAT DETECTOR IN ELEVATOR SHAFT ACTIVATES: GF& DUPLEX GM-CHILD TAMPER RESISTANT.LEVIMN#GFMR2 G5362-Wf-COLOR I I -ELEVATOR RECALL RYE,NY.10580 I I -OPENING O TIMEF SPRINKLER SOLENOID ® SPECIAL PURPOSE.250V RECEPTACLE Oulu T:914-967-9505 I I DELAY SEE PLANS -ALL OTHER ALARM NOTIFICATION. Q -, JUNCTION BOX E.C.PO MAKE ALL REQUIRED CONN.1D DESIGNATED EQUIPMENT F:914-967-2310 I FOR TYPE AND QUANTITY ALARM BY SMOKE DETECTOR IN ELEVATOR SHAFT ACTIVATES: 13' ALL H.D.TYP CIPT - STRUCTURAL ENGINEER -ELEVATOR RECALL MOTOR-NUMBER DENOTES HORSEPOWER DAVID KUFFERMAN I I -ALL OTHER ALARM NOTIFICATION. F F (D THERMOSTAT PROVIDED BY H.C. 2170 REDDING RD, 1 1 �E �E �E �E ELEVATOR RECALL IS ACTIVATED BY RECALL SMOKE DETECTORS IN VICINITY OF INSTALLED AND WIRED FAIRFIELD,CT 06824 I I }� ELEVATOR AND SPRINKLER WATER FLOW ALARM. MOTOR OPERATED DAMPER/MOTOR OPERATED VALVE BY E.C. I I ---------------------------------------- F (-FIRST FLOOR DATA OUTLET WITH I'C.O.AND DRAGUNE TO DROP 203-256-1712 I I r R R GENERAL NOTES N TEL OUTLET WITH 1"C.O.AND DRAGUNE TO DROP I II I II I I I No LAM VMUCE 0140T-9 WN PP-20 POW PACKS I i I REMOVE FIRE ALARM DEVICES IN AREA OF WORK.PULL BACK CIRCUITRY FAR ENOUGH ® !6 I I I SO THAT NO SPLICE BOXES IN FINISHED AREAS ARE REQUIRED. ----- EXISTING I I I S CO S S REMOVE EXISTING I II L I I ry,E E E E E GENERAL NOTES °CO aReo�"°"°'�° '�' �ua�c EI�E_L f------------------------------------Lrj----��5-----�sS------r!,S -✓,/ -f-•4-.�(�S.0-f--f-/-.-�LSv Ivf.�# . ••,S E -FACP i I I R R R R R R TV OUTLET WITH 1"EMT AND DRAGLINE TO DROP II E I I I I F� F�E FEE 1. ALL WORK SHALL COMPLY WITH THE STATE'S ADOPTED NFPA AND ADOPTED NEC WITH LOCAL ^� ABBREVIATIONS I I I SUPPLEMENTS. __ II E E E E E I--JJ 7 F� F� F� y� 2. WORK PERFORMED SHALL BE UNDERTAKEN WITH PRECAUTION BEING MAINTAINED To ENSURE SAFETY OF E.C. ELECTRICAL CONTRACTOR GU COPPER ------- -- f-r.�f-f-�-,>ss�,r - r�-,�r-r,r-r-r t f PERSONNEL AND EQUIPMENT IN AREA IN SUCH A MANNER SO AS NOT TO DISTURB NORMAL WORK L__rE---------------------------------- R R R R R PROCEDURE. H.C. HEATING CONTRACTOR WP WEATHER PROOF 3. WORK SHOWN IS DIAGRAMMATIC.EXACT LOCATION OF CONDUIT RUNS SHALL BE DETERMINED IN FIELD. P.C. PLUMBING SUB CONTRACTOR GAND GROUND NEW NOTIFICATION �ASEIVIENT LOCATE NEW CONDUIT RUNS TO CLEAR EXISTING AND NEW PIPING,DUCTWORK,ACCESS DOORS AND G.C. GENERAL CONTRACTOR CB CIRCUIT BREAKER POWER SUPPLY FIRE ALARM RISER OTHER OBSTRUCTIONS.COORDINATE CONDUIT ROUTING WITH WORK OF OTHER TRADES AND ALTER WHERE E.F. EXHAUST FAN GF GROUND FAULT NECESSARY TO AVOID INTERFERENCE 2 LPpP,RP LOW PALM.POSER PARES,R M PMREL DISC. DISCONNECT PARKING 4. PROVIDE IDENTIFICATION TAGS FOR NEW WIRING AND INSTALL AT EACH END AND IN INTERMEDIATE C.O. CONDUIT ONLY FACP FIRE ALARM CONTROL PANEL 1.07 PULL/JUNCTION BOXES.CABINETS,HOUSINGS,ETC.INDICATE ON TAGS.LEGIBLY.MINIMUM 1/4-HIGH NOT TO SCALE LETTERS,THE POINTS OF ORIGIN AND TERMINATION OF EACH CIRCUIT.INCLUDE DATE OF INSTALLATION. A.F.F. ABOVE FINISHED FLOOR MD MOTORIZED DAMPER WORK ITEMS 5. WHEN PORTION OF AN EXISTING CIRCUIT IS TO BE REMOVED OR IS ON WALL BEING REMOVED,CONTRACTOR N.T.S. NOT TO SCALE MV MOTORIZED VALVE Q PRO OFFICE SHALL MAKE NECESSARY MODIFICATIONS AND/OR ADDITIONS REQUIRED TO MAINTAIN CIRCUIT CONTINUITY OF NEC NATIONAL ELECTRIC CODE(LATEST) CO CARBON MONOXIDE CLUBHOUSE LEVITON#32120-DY3 UNCHANGED PORTION. O MS UNIT S/N SOLID NEUTRAL OC OVER COUNTER 6. VERIFY EXACT LOCATION OF EQUIPMENT,SHOWN OR NOT SHOWN.IN FIELD PRIOR TO PERFORMING ANY E EXISTING TO REMAIN CLG CEILING NEW PANEL (4) /2#8 GND. O PROVIDE LEVITON#42120-DY3 WORK. AP 1 1/2"EMT.0 TVSS UNIT R REMOVE EXISTING �--HALFWAY HOUSE 7. VERIFY IN FIELD THAT ANY EQUIPMENT AND WIRING TO BE REMOVED DOES NOT SERVE ACTIVE HD HEAVY DUTY O3 REMOVE FOR PANEL AP.PROVIDE NEW MATCHING EQUIPMENT TO REMAIN PRIOR TO DISCONNECTING/REMOVING. LOCATION PLAN O EXISTING 3P-150A CS IN MDP EXISTING LOAD REFER- PANELS NEW PANEL FOR PANEL MP2,PROVIDE NEW MATCHING 8. INSTALL CONDUIT RUNS AS CLOSE TO CEILING DECK AS POSSIBLE.PROVINMUIRED CONDULETS,ELBOWS. r SP CLUBHOUSE ADDITION _ O 3P-200A CB IN MDP FITTINGS,OFFSETS,AND PULLBOXES. r -1 O I J R�/ I L,r-1 FOR ELEV,PROVIDE NEW MATCHING 9. CONDUITS SHALL BE PROPERLY SUPPORTED FROM CEILING DECK ABOVE.NO CONDUIT SHALT.BE fi 5 1 3P-200A CB IN MDP ATTIC SECURED TO,SUPPORTED BY OR HUNG FROM DUCTWORK OR PIPING OR OTHER SUCH ITEMS. ----- ---------- R x PROVIDE DEDUCT ALTERNATE FOR 100A 10.WORK REQUIRING SHUT-DOWN OF ELECTRIC SERVICE SHALL BE PERFORMED DURING PRE-SCHEDULED -ram O8 FEED SHUT-DOWN AS SCHEDULED AND APPROVED BY ARCHITECT AND OWNER.INCLUDE COSTS IN BID. 1W NOTES (4) #2,#8 GND R R 1-1/2-EMT.0 11.NEW WORK SHALL BE COMPATIPLE WITH EXISTING SYSTEM AND EQUIPMENT. y { PER FIELD CONDITIONS 12,PROVIDE CUTTING AND PATCHING REQUIRED FOR ELECTRICAL INSTALLATION. -SEE FIXTURE SCHEDULE FOR MORE INFORMATION BLIND BROOK CLUB (4) 3/0,#4 GND.THWN CU -FOR TROPHY CASE.LOCATE DRIVER $ O PROVIDE INTERLOCK CIRCUITRY BETWEEN ATS 13.PROVIDE SLEEVES FOR RACEWAYS PIERCING FIRE RATED WALLS,FLOORS,AND OTHER CONSTRUCTION 980 AN D E RS O N HILL ROAD 2 EMT.0 l AND BREAKER FOR MP2 TO SHUNT TRIP MP2 OBSTACLES. -CONCEALED IN NEARBY ACCESSIBLE AREA R R NEW PANEL UPON ACTIVATION OF GENERATOR. RYE BROOK, NY y ML 14.MATERIALS REMOVED BY CONTRACTOR AND NOT REQUIRED FOR INSTALLATION SHALL BE REMOVED FROM ISSUE&REVISIONS y PREMISES AND DISPOSED OF IN LEGAL MANNER,IMMEDIATELY WHEN SO DIRECTED BY ARCHITECT. DRIVERLED CHANNEL AROUND SET BACK PERIMETER 15.APPLY LABELING ON CONDUIT FOR BUILDING ALARM CIRCUITRY AT INTERVAM 20 FT. APROX 6' DATE DESCRIPTION (SEE PLANS) 1 05�-07-202D ISSUE FOR BID R R 16.CONDUCTORS IN PARALLEL SHALL BE INSTALLED IN STRICT ACCORDANCE WITH APPLICABLE CODES. 2 06-12-202D ISSUED FOR PERMIT { -----SECOND-FLOOR 17.PHASING OF ELECTRICAL WORK SHALL COMPLY WITH'PHASING OF THE WORK-AS DESCRIBED BY � - --- --- ------ - --- --- --------- ARCHITECT. R}R 18.PROVIDE BLANK COVERS ON ABANDONED OR UNUSED OUTLET BOXES. CSSLOCK� y 'r 19.MAKE FINAL CONNECTIONS FOR MOTORIZED EQUIPMENT OR EQUIP.SUBJECT TO VIBRATION,WITH SECTION T FLEXIBLE RACEWAY. x F 20.IF ANY DEVIATIONS/VARIATIONS ARE DISCOVERED BETWEEN FLOOR PLANS AND CONNECTION DIAGRAMS, R R y THE CONTRACTOR SHALL PROVIDE FOR THE MOST EXPENSIVE SITUATION WITH CREDIT SUBMITTED,SHOULD l CONDUITCUITRY IN EXISTING THE LESSER AMOUNT BE REQUIRED. 1 (4) 4/0.02 GND.THWN CU IN NEW 2'EMT.0 21.WHERE THE PLANS DO NOT INDICATE THE BRANCH CIRCUIT WIRING AND CONDUIT FOR FIXTURES OR OUTLETS NOR THE CONDUIT SIZE FOR FEEDERS.PROVIDE THE CORRECT WIRING QUANTITY AND SIZE, R R NEW SPLICE NEW SPLICE INSTALLED IN CONDUIT.AS REQUIRED BY THE INDICATED CIRCUITRY AND THE NATIONAL ELECTRICAL CODE fi BOX_D2 BOX-DI WITH LOCAL SUPPLEMENTS. LOCKER TOP LIGHTING x f 22.PROVIDE IDENTIFICATION ON EACH FACEPLATE.DISCONNECT SWITCH,PANEL.ETC.IDENTIFICATION OF 4 --IRST FLOOR - --- - --- ---- - ------------ ------------ WIRING DEVICE FACEPLATE SHALL CONSIST OF PANEL DESIGNATION AND CIRCUIT NUMBER OF DEVICE AS _ CONNECTED.UTILIZE BROTHER'P-TOUCH'TYPE MATERIAL ADHERED TO FACEPLATE 1.07 R}R -s,s-r,��,r-r�,�r��-��,� ------- I y R NEW PULL R R R R �- NEW CIRCUITRY NOT TO SCALE j x IN EXISTING CONDUIT 23.NEW SYSTEMS SHALL BE MADE OPERATIONAL AS SPACES ARE ACCEPTED,PROVIDE PERSONNEL.TESTING, x -- ---------------RQLp------- I SCHEDULING AS REQUIRED.INCLUDE COST IN BID. (4) 3/O, �4 GND.THWN CU t I _ _ R NEW PULL R 1 2•EMT.0 24.LOCATIONS OF OUTLETS ARE APPROXIMATE AND FINAL LOCATION SHALL BE AS DIRECTED BY THE y 1 ------NEIW PULL---- -�'-+'�-� �-�-� I VERTICAL CHANNEL R R y I �X-'� ARCHITECT.VERIFY ALL LOCATIONS BEFORE INSTALLATION.NO EXTRAS WILL BE ALLOWED FOR CHANGES ----------------- �-_--_--__ R R k R I UP TO 10'-0"FROM LOCATION SHOWN ON PLAN PRIOR TO ROUGH-IN. AT EACH END SCALE DATE O 1 y l i FUSED ELEv � x x- I-(4) �2�i8 GND, III ZC� 1 x x 1 1 1/2-EMT.0 ASSHOWN May 7 2020. V WITH R x 1 25.REFER TO THE MECHANICAL/PLUMBING/SPECIALTY EQUIPMENT APPROVED SHOP DRAWINGS AND WIRINGOUTDOOR NEMAX 4X ILL( 1 STATUS j yHEAT PANt1 11 Ll Ir�' TACTS , _ ---- NEW �! DIAGRAMS FOR POWER.CONTROL AND ALARM WIRING CONNECTIONS.OBTAIN NECESSARY POWER,CONTROL SHEET TITLEPUMPS MP2 T 67 1 O7 Ir illTAC/t00A- B L]'LTA A C r0, ((jST4/0,C#2 GIND,THWN CU UIT ODBID i4ND WIRING NCL OE fN IBID M MECHANICAI,/PLUMBING/SPECU4LTY SUB-CONTRACTORS PRK)R ELECTRICAL 12I CT I An I MDP 1L- O5 R L_ E L_J E 6 26.CIRCUIT NUMBERS ON THE DRAWINGS ARE FOR IDENTIFICATION ONLY AND DO NOT INDICATE THE ROSSN TAB RUNRISERS 1200A 1 1200A 1 1200A rLJ POSITION ON THE PANEL BOARD.CONNECT THE CIRCUITS WITH THE LIGHTEST LOADS AND THET I j GEN j I i I E ELLV C N1R0R NEW 100A REFFED RECEPTACLE CIRCUITS NEAR THE TOP OF THE PANEL AND THE MORE HEAVILY LOADED CIRCUITS NEAR J -GND, _ PANEL EXISTING THE BOTTOM.BALANCE ALL CIRCUITS EVENLY BETWEEN PHASES SO THAT FEEDER WIRES CARRY L`------------------E---- 1-1/4'EMT.0 REMOVE PANEL°0A REMOVE 6 APPROXIMATELY EQUAL CURRENT.REBALANCE IF NECESSARY. PLAN VIEW TROPHY CASE POWER RISER EXISTING PROVIDE NEW (3R)O PANIDE LS BASEMENT 27.DATA CABLING BY OTHERS,EC SHALL PROVIDE RACEWAYS AND BACKBOXES._yS 3 PROJECT No. SHEET No. SCHEDUNLE (4) 4/0.#2 GND.XHHW CU 1 28.COORDINATE WITH ARCHITECTURAL DETAILS.ELEVATIONS,PLANS AND SPECIFICATIONS,PRIOR TO 1.07 � 1.07 COMMENCING. NOT TO SCALE 2001 E1 .07 8'Cu 3'PVC EXTERIOR NOT TO SCALE GROUND ROD 2"EMT INTERIOR 4/28/2020 9:52:01 AM r PANEL AP TYPE SURFACE MAINS CU. 200 AMPERES A.I.0 MIN. RATING 10K VOLTAGE 120/208 v, 3o, 4W & GND M.L.O. ✓ FEEDER SEE RISER � O AC OR MC AC OR MC 0 ROGERS S CABLE LOAD LOAD CABLE g k ASSIGNMENT MIN. 2 A MIN. ASSIGNMENT MCCAGG GA.T€1HN WATTS CU.WIRE CU. WIRE 1 Ice 2 3 20 TVSS #12 16KW SEE RISER NEW PANEL SP 100 3 4 1 6 7 2 20 ACl8 #12 1 3KW A 18OW #12 1 MECH REC 20 , 8 ARCHITECTS I PLANNERS 9 B 180W #12 ,IMECH REC 20 , 10 INTERIOR DESIGNERS 11 c 180W #12 , MECH REC 20 1 12 PANEL A TYPE SURFACE MAINS C U. 100 AMPERES 44 North Main Street,South Norwalk CT 06854 2 20 T 203 354 5200 F 203 354 5201 —9.1 ,11.12 12 1.4KW www rm-arch.com 13 A #10 RELOCATED EXISTING 20 1 14 A.I.0 MIN. RATING 10K VOLTAGE 120/208 V, 30, 4W & GND 15 �12 1 B #10 RELOCATED EXISTING 20 1 16 17 4Kw 2 20 AC-13.14.15.16.17 10 RELOCATED EXISTING 20 , 18 M.L.O. FEEDER SEE RISER CIVIL ENGINEER AHNEMAN KIRBY 21 2 20 AC-7 �12 1.1KW 9 SPARE ao ; ZZ � p 0 AC OR MC AC OR MC 0 CABLE LOAD LOAD CABLE o 1171 E.PUTNAM AVE. ASSIGNMENT MIN.412 A MIN.,�12 ASSIGNMENT BUILDING 1-SUITE 1A 23 c 20 1 24 GA. HN WATTS s WATTS GA.T HN k Y RIVERSIDE,CT 06878 25 3 60 REFEED EXISTING #4 6KW A 60OW #12 REFEED EXIST 20 1 26 CU.WIRE E CU.WIRE 1 203-869-4606 27 B 1 1 20 1 28 1 2 15 REFEED EXISTING 02 60OW A 2 MEP ENGINEER 29 1 20 REFEED EXISTING #12 60OW c 15 , 30 3 1 1 1 B 3KW #40 REFEED EXISTING 60• 3 4 31 1 20 6WW A 15 1 32 5 1 20 REFEED EXISTING #12 C 6 ;`'�f"F 68 PURCHASE STREET, 33 1 20 1 60OW B 1 1151 , 34 7 1 20 A 8 RYE,NY.10580 35 1 20 6mW C 15 1 36 9 1 20 g so• 3 10 ��� :914-967-9505 REMARKS: -PROVIDE WITH HINGED LOCKABLE COVER. C U. GROUND BUS 11 ' 20 c 12 F:914-967-2310 CONNECTED LOAD 29 KW 13 1 20 A so• 2 14 STRUCTURAL ENGINEER 15 1 20 0 161 DAVID KUFFERMAN 17 1 20 c 18 2170 REDDING RD, PANEL ML TYPE RECESSEDMAINS CU. 100 AMPERES 19 1 201 A 60• 3 20 FAIRFIELD,CT 06824 A.I.0 MIN. RATING 10K VOLTAGE 120/208 V, 30, 4W & GND 21 ' 20 g 12 203-256-1712 23 1 20 c 24 M.L.O. k// FEEDER SEE RISER 25 1 20 A 60. 3 26 AC OR MC AC OR MC 0 27 1 15 REFEED EXISTING B 28 CABLE LOAD LOAD CABLE 29 c 30 ASSIGNMENT MIN• �12 A MIN.�12 ASSIGNMENT 31 3 30 REFEED EXISTING #10 IKW A t GA. THHN WATTS I WATTS GA.THHN 60• 3 32 T CU.WIRE CU.WIRE 33 g 4. 34 1 1 20 LOCKER TOP LTG 3 #10 900W A 360Kw #12 ,1 TROPHY CABINET 20 1 2 35 c #10 REFEED EXISTING 20 1 36 3 1 20 LOCKER TOP LTG 3 #12 70OW B 180KW #12 , EXIT REC 20 , 4 37 3 130 REFEED EXISTING #10 1 KW A #10 REFEED EXISTING 20 1 38 5 1 20 LOCKER TOP LTG 3 #10 900W C 1SOKW #12 , EXIT REC 20 , 6 39 B 60OW #12 DUPLEX PUMPS 20 1 40 7 1 20 LOCKER TOP LTG 3 #10 900W A 360KW #12 2 MEN'S LOUNGE REC 20 , 8 41 BLANK C 600W #12 �+ PUMPS 20 1 42 9 1 20 LOCKER TOP EM LTG 6 #12 16OW B 2 20 1 10 REMARKS: •VERIFY FUSE SIZE PRIOR TO ORDERING. C U. GROUND B U S 11 , 20 LOCKER TOP LTG 2 �112 BooW C 2 20 1 12 —P�Ro°v PROVIDE LCOBcwTOaeI�E w�asPs�OR SIZE.EACH CB CONNECTED LOAD 28 K W 13 1 20 MEN'S LOUNGE LTG 4 #12 800W A 2 "01 20 1 14 v 15 1 20 MEN'S LOUNGE LTG 4 012 800W B 3 ENTRY HALL REC 20 1 16 17 1 20 RECIRCUIT LTG #12 800W c 3 ENTRY HALL REC 20 1 18 KING 19 1 20 MEN'S DECO FIXT LTG 11 #12 am A 3 ATTEND REC 20 , Y0 PANEL MP2 TYPE SURFACE MAINS CU. 200 AMPERES 21 1 20 SPARE B 3 ATTEND REC 20 , 22K PRO OFFICE 10 23 1 20 C l000w #10 1 LOCKER GROUNDING 20 , 24 A.I.0 MIN. RATING VOLTAGE 120/208 V, 30, 4W & GND Q 25 1 20 A 1000W #10 1 20 1 26 .L.O. FEEDER SEE RISER CLUBHOUSE 27 1 20 B 180W #10 1 0 AC OR MC AC OR MC 0 29 1 20 20 1 c 18oW #10 1 20 1 30 ASSIGNMENT CABLE 2 LOAD LOAD MICABLE z g �--HALFWAY HOUSE 31 1 20 A 16ow 10 4 LOCKER FLOOR REC OA'THHN ASSIGNMENT � 20 1 32 WATTS � WATTS Ga.THHN 33 1 20 SIDE ENTRY REC 1 #12 180W B 4 LOCKER MISC REC 20 1 34 CU.WIRE CU.WIRE i . LOCATION PLAN 35 1 20 LOUNGE DESK REC 1 #12 36°W c 4 20 1 36 1 A 2 CLUBHOUSE ADDITION 37 1 20 EF#3 UH.TX 4 #12 360W A 4 20 1 38 3 3 60 HP-1A 1 #6 11.8KW B 11.8KW #6 , HP-2 60 3 4 !4d1 #12 1.1KW B 4 20 1 40 5 c 6 1 20 AC-6 C 600W /12 4 TERRACE LIGHTING 20 1 42 1 A 1W H12 REMARKS: -PROVIDE WITH HINGED LOCKABLE COVER. CU. GROUND BUS 9 3 60 HP-1B 1 86 11.8" B SPARE 60 3CONNECTED LOAD KW 13 A 18oKw y12 , PANEL RECEPTACLE 20 , BLIND BROOK CLUB 15 s 1401 HP-IC 1 #8 6,9Kw g SPARE 20 1 16 980 ANDERSON HILL ROAD PANEL EXISTING PANEL MP1 MAINS CU. 400 AMPERES 17 C SPARE 20 1 18 RYE BROOK, NY 19 A BLANK BUS 1 20 ISSUE s REVISIONS VOLTAGE 120/208 V, 30, 4W & GND 21 3 30 TVSS #10 B BLANK BUS , 22 23 C BLANK BUS 1 24 DATE DESCRIPTION 1M.L.0• FEEDER EXISTING EFOR PERMR REMARKS: -PROVIDE WITH HINGED LOCKABLE COVER. C U. GROUND B U S 2 06-12 zo2o ISSUED FOR o ac OR Mc AC OR MC -PROVIDE LOCKABLE HASPS FOR EACH CB CABLE CONNECTED LOAD 43 K W ASSIGNMENT MIN. 12 LOAD s LOAD CABLE MIN, �12 ASSIGNMENT GA.T HN WATTS WATTS GA.THHN CU.WIRE E CU.WIRE 3 2 20 EXISTING LOAD 8 EXISTING LOAD 20 2 2 PANEL B TYPE SURFACE MAINS CU. 100 AMPERES 5 2 20 EXISTING LOAD C EXISTING LOAD 20 , 6 A.I.0 MIN. RATING 10K VOLTAGE 120/208 V, 30, 4W & GND 7 A EXISTING LOAD 20 1 $ 1 20 EXISTING LOAD M.L.O. FEEDER SEE RISER 9 9 1 20 EXISTING LOAD B EXISTING LOAD 2° 1 10 0 AC OR MC AC OR MC C 20 1 12 LE 13 1 20 EXISTING LOAD A 36OW #12 1 ELEV CAB PWR 20. 1 14 ASSIGNMENT MN��2 LOAD s LOAD MIN.#12 ASSIGNMENT 15 1 20 EXISTING LOAD 812 , ELEV SUMP 20. , 16 GA.THHN WATTS WATTS GA.THHN CU.WIRE E CU.WIRE 11 2 20• AC-2 AC-3 2, #12 1.9KW C #12 1 ELEV REC 20• 1 18 1 2 20 REFEED EXISTING 12 19 A #12 1 ELEV LTG 200 1 20 3 1 20 8 1KW #12 REFEED EXISTING 20• 2 4 21 B 36OW #12 2 CRAWL SPACE REC 20. 1 22 23 2 200 AC-1 , #12 1.1 Kw 5 1 20 C C SPARE 200 1 24 7 1 20 A #12 20• 2 8 25 2 200 MEN'S AC UNITS 2 #12 21OW A 200 1 26 9 1 20 g 10 SCALE DATE 21 B 1 20• 1 28 11 1 201 C #10 30• 2 12 AS SHOWN May 7,2020. 29 1 200 MISC NEW HVAC 8 #12 80OW c 200 1 30 13 1 20 A 14 SHEET TITLE 31 1 20• SPARE A 20• , 32 #10 30• 2 33 1 20• SPARE g aoow #12 EF01 20• 1 34 15 ' 20 B 16 ELECTRICAL �. 35 1 EXISTING BLANK 11 1 20 SPARE C SPARE 20 1 1$ SCHEDULES C EXISTING BLANK 36 19 1 20 31 1 A � A 20 1 20 39 1 #10 900w g 21 1 20 B 20 1 22 41 1 �10 900W C � 23 1 20 C 120 1 124 PROJECT No. SHEET No. REMARKS: •VERIFY BREAKER SIZE PRIOR TO ORDERING. C U. GROUND B U S �► REMARKS: •DENOTES NEW MATCHING CB. C U. GROUND BUS _PROVIDE PROVIDE CB TO wITH HINGED LOCKABLE COVER. CONNECTED LOAD 9 K W 2001 CONNECTED LOAD KW El .08 4/28/2020 9:52:01 AM ROGERS McCAGG ARCHITECTS I PLANNERS INTERIOR DESIGNERS 44 North Main Street.South Norwalk CT 06854 T 203 354 5200 F 203 354 5201 www rm-arch.com CIVIL ENGINEER AHNEMAN KIRBY 1171 E.PUTNAM AVE. BUILDING 1-SUITE 1A RIVERSIDE,CT 06878 203-8694606 MEP ENGINEER g,'.'EofW�r, TIETJEN VENEGAS �; 68 PURCHASE STREET, RYE,NY.10580 T:914-967-9505 F:914-967-2310 STRUCTURAL ENGINEER DAVID KUFFERMAN 2170 REDDING RD, FAIRFIELD,CT 06824 203-2%-1712 LIGHTING CONTROL DESCRIPTION L I G H T I N G C 0 N T R 0 L C H A R T S C H E D U L E MEN'S LOCKER ROOM —DAYLIGHT DIMMING ROOM CONTROL FIXTURE FIXTURE FIXTURE ZONE CONTROL EQUIPMENT DIMMING AND POWER CIRCUITRY PANEL CIRCUIT —VACANCY SENSOR ZONE TYPE WATTS QUANTITY WATTS TYPE # —MANUAL OVERRIDE —EMERGENCY LIGHTING VIA TRANSFER RELAY WITH CENTRAL INVERTER. a ® 72W 3 216W MEN'S LOUNGE (2)#12,012 GND.THWN CU MC CABLES ML-13 —VACANCY SENSOR —MANUAL DIMMING FOR EACH ZONE b ® 27W 10 270W —EMERGENCY LIGHTING VW TRANSFER RELAY WITH CENTRAL INVERTER ACUITY NL.IGHT SYSTEM TROPHY ROOM VACANCY INCLUDING —VACANCY SENSOR MEN'S SENSOR —PROGRAMMING —MANUAL DIMMING FOR EACH ZONE LOUNGE MANUAL, —SETUP DIMMING —SENSORS —EMERGENCY LIGHTING VIA TRANSFER RELAY WITH CENTRAL MANUAL ON/OFF —RELAY PACKS INVERTER —MANUAL DIMMERS (2)012,d12 GND.THWN CU MC CABLES PARKING WOMEN'S LOCKER ROOM CI ® 12W 1 (ON/OFF) —EM TRANSFER RELAYS EM(2)012,#12 GND THWN,CU MC ML-15 —VACANCY SENSOR CABLES 0-10V CIRCUITRY PRO OFFICE —EMERGENCY�L LNG VIA EM TRANSFER RELAY WITH f ® WOMEN'S HALL BATHROOM 22W 2 44W CLUBHOUSE —OCCUPANCY SENSOR —MANUAL OVERRIDE —EMERGENCY LIGHTING VIA EM TRANSFER RELAY WITH 72W 1 72W �D CENTRAL.INVERTER. OCCUPANCY �—HALFWAY HOUSE WOMEN'S WET AREA ROOM SENSOR (2) #12,g12 GND,THWN CU MC CABLES ML-15 —MANUAL SWITCH ENTRY GROUP WITH LOCATION PLAN —EMERGENCY LIGHTING VIA EM TRANSFER RELAY WITH ® 22W 6 132W -L COAL INVERTER. CLUBHOUSE ADDITION UPPER FOYER 201,HALL 209 —OCCUPANCY SENSOR ML-1,ML-2.ML-3, S.Sw/k 276 1518w (2)y12,�12 GND,THWN CU MC CABLES —NIGHTLITE 24/7 FOR FIXTURES INDICATED. D VACANCY SENSOR 0-10V CIRCUITRY ML-5,ML-7 —EMERGENCY LIGHTING VIA EM TRANSFER RELAY WITH MEN'S CENTRAL INVERTER. LOCKER DAYLIGHT DIMMING (2)#12,#12 GND,THWN CU MC CABLES ML-19 SURFS AND SUITE BATHROOMS FO 27w 1 27w EM(2) BROOK#12,#122 GND,THWN,CU MC INVERTER OUTPUT MANUAL CONTROLS AS INDICATED. CABLEBLIND N O CLUB W�UPa CY SENSORSD COMMON MANUAL OVERRIDE. ENTRY SENSOR GROUP (2)#12.#12 GND,THM CU MC CABLES ML-15 980 ANDERSON HILL ROAD HALL ® 72W 1 72W WITHROOM TROPHY EM(2)012.#12 GND,THWN,CU MC INVERTER OUTPUT EXTERIOR EGRESS LIGHTS VESTIBULEUPCABLE RYE BROOK, NY —ASTRONOMIC TIMER CONTROL WITH EM INVERTER BACKUP. UTILITY ROOMS ® 22W 6 132W (2)#12,#12 GND,THWN CU MC CABLES SP-28 ISSUE 8 REVISIONS OCCUPANCY EM(2)#12,#12 GND,THWN,CU MC INVERTER OUTPUT —MANUAL CONTROL OR OCCUPANCY SENSOR AS INDICATED. UPPER SENSOR CABLE DATE DESCRIPTION —EMERGENCY LIGHTING WITH TWO HEAD BATTERY PACK VESTIBULE GROUP WITH 1 05-07-202D ISSUE FOR BID UNITS 216W ENTRY 2 06-12-202D ISSUED FOR PERMIT SYSTEM DESCRIPTION ® 12-18W 1 216W HALL (2)#12,#12 GND,THWN CU MC CABLES SP-30 —DISTRIBUTED NETWORK SYSTEM LAMPS —NETWORKED ROOM CONTROLLERS ABOVE ACCESSIBLE CEILING.CAT 6 CABLE LINKING TO ROOM CONTROLS AND 2ND FL 72W OCCUPANCY (2)#12.#12 GND,THWN CU MC CABLES SP-32 OTHER ROOM CONTROLLERS. CORRIDOR 01 6-18W 8 576W SENSOR EM(2)#12.#12 GND,THWN.CU MC INVERTER OUTPUT —FIXTURES 120V POWER RUNS THROUGH ROOM LAMPS CONTROLLER AND/OR NETWORKED SWITCHING DEVICE CONCEALED ABOVE ACCESSIBLE CEILING. —CAT 6 AND LINE VOLTAGE CIRCUITRY TO EACH FIXTURE (2) 12.g12 GND,THWN CU MC CABLES WHERE DIMMING CONTROL IS INDICATED. WOMEN'S ® 10W 8W 80W EM(2)112,�1CABLP,THWN,CU MC SP-28 MANUFACTURERS LOCKER VACANCY SENSOR ACUITY NUGHT.CONTACT ANDREW GROSS OF NY DIGIIIAL,ANDREW.GROSSONEWYORKDIGITALCOM ® 144W 1 144W (2)11112,#12 GND,THWN CU MC CABLES SP-28 OR HUBBELL LIGHTING CONTROL RICK HURST ELA. RICKOEL ECTRICLIGHTING.COM 54W 8 432W WOMEN'S OCCUPANCY (2)#12,#12 GND,THWN CU MC CABLES SP-28 WET AREA SENSOR EM(2)#12.#12 GND,THWN,CU MC INVERTER OUTPUT ® 22W 8 176W CABLE WOMEN'S ® 22W 6 132W MANUAL (2)�12.#12 GND,THWN CU MC CABLES ML-15 SCALE DATE SHOWER AS SHOWN May 7,2020. SHEET TITLE ® 18W 4 72w (2)#12,/12 GND.THWN CU MC CABLES ML—,s ELECTRICAL MANUAL EM(2)#12,#12 GND,THWN,CU MC INVERTER OUTPUT TERRACE ON/OFF CABLE t LIGHTING ASTRONOMIC SCHEDULES 1® 3W 12 36W TIMER(FIN) (2)012.#12 GND,THWN CU MC CABLES ML-42 NO 1.LED FIXTURES SHALL BE L M70 MINIMUM RATED,50.000 HOURS MINIMUM. 4.EXACT LOCATION OF FIXTURES SHALL BE DETERMINED BY ARCHITECTURAL REFLECTED CEILING PLAN PROJECT No. SHEET No. 2.SUBMIT D.O.E.LIGHTING FACT SHEET FOR ALL FIXTURES AND APPROVED SHOP DRAWINGS.VERIFY CEILING TYPES,PRIOR TO SUBMITTING FIXTURES. 3.PROVIDE FIXTURES WITH NECESSARY TRIM do ACCESSORIES REQUIRED FOR A COMPLETE INSTALLATION. 5.COLOR&FINISHES SHALL BE AS SELECTED BY ARCHITECT. 2001 E1 .09 4/2&2020 9:52:01 AM