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HomeMy WebLinkAbout44013-Z �oayl.S-r?U. g�yFFD4 Town of Southold 10/3/2020 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41491 Date: 10/3/2020 THIS CERTIFIES that the building COMMERCIAL Location of Property: 62600 CR 48, Greenport SCTM#: 473889 See/Block/Lot: 40.-3-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/26/2019 pursuant to which Building Permit No. 44013 dated 7/26/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: community building as applied for. The certificate is issued to Vineyard View Housing Dev Fund of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-18-0007 9/18/2020 ELECTRICAL CERTIFICATE NO. 20-66480 6/30/2020 PLUMBERS CERTIFICATION DATED 6ud ignature �a4�SOFFnc,r�, TOWN OF SOUTHOLD BUILDING DEPARTMENT y a TOWN CLERK'S OFFICE SOUTHOLD, NY dol ,w �a u BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44013 Date: 7/26/2019 Permission is hereby granted to: Vineyard View Housing Dev Fund 2100 Middle Country Rd Centereach, NY 11720 To: construct foundation as applied for per Planning, SCHD, Trustees and DEC Non-Jurisdiction letter. (Community Building) At premises located at: 62600 CR 48, Greenport SCTM # 473889 Sec/Block/Lot## 40.-3-1 Pursuant to application dated 7/26/2019 and approved by the Building Inspector. To expire on 1/24/2021. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $250.00 CO -COMMERCIAL $50.00 Total: $300.00 Bui ing Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation frd�n Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy -New dwelling $50.00,Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00, Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy -Residential $15.00, Commercial $15.00 Date. June 18, 2019 New Construction: X Old or Pre-existing Building: (check one) Location of Property: 62600 County Road 48, Community Building, Greenport, NY 11944 House No. Street Hamlet Owner or Owners of Property: Vineyard View Housing Development Fund Company, Inc Suffolk County Tax Map No 1000, Section 40 Block 03 Lot 01 Subdivision N/A Filed Map. N/A Lot: N/A Permit No. Date ofPerin it. Applicant: Vineyard View Housing Development Fund Company, Inc Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: X (check one) Fee Submitted: $ L� Ap li nt Signature 'f•^ , _gz sFs: ,��at A= *' - - ->�q,<,="a .<�� � �.,, a,+ .,rhe;;;.�` 71 . .`, `.<^.,...- *.:, _ e, ';I, knows,",.xrs< "`4Or` ',-=Trrp„, "�.<„°a6F4 ^wh s”"" - `K 4 ''F - "v'{^' 'x° ' <„°{`' - ry,-: =a''c "'`,i'u "4 S'.f;..a.^`` " - <ti";t.^ '«"as':a'�'kx;`R•„”n, ",.<,`r> t�'�y�"°.- � s,s.a.;5�` :i$'`- •`?,rte" - >,Yc. ..a.H ' ,"C�_:^ r _ >`f<_ ,;z;, uz��y e *"s .a•.,x° "-% +aa, „+ `i ,J"" �'$< '.,?�.`":, ,-s., s.T 4V :�`a`> , `... ;,.�:. ,# a;'= a,�,,.;"y;i^zir,2� r'"tea.. 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'3.,`r4 -r,,, `a-' ,aM ,tr.� il; "�� *"fr,x'�L`�a =`3�.„ ,�. :t; "- R{!a«, " ,,,¢ _ q'. _ - _ cu=r' �r' _ a�i�"`=•.r§�� `LgJ' :f't.m <am,+;§,, ",r,• w��,,.l`'°,.�w «3s., „�s.'>'°,�:> .@, ",.�u,, »i.`»y_ ,xv;"'�� r, s,cy,.>;=^'k -- ,��,: " CONSENT TO INSPECTION Vineyard View Housing Development Fund Company, Inc., the undersigned, do(es) hereby state: Owner(s)Name(s) That the undersigned (is) (are) the owner(s) of the premises in the Town of Southold, located at 62600 County Road 48, Greenport, NY 11944 which is shown and designated on the Suffolk County Tax Map as District 1000, Section 40 , Block 03_, Lot 01 That the undersigned (has) (have) filed, or cause to be filed, an application in the Southold Town Building Inspector's Office for the following: Vineyard View That the undersigned do(es) hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances, rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances, rules or regulations of the Town of Southold. Dated: June 18, 2019 (S gna re) Gwen O ea, President (Print Name) (Signature) (Print Name) Certificate of Compliance ...................................................................._......_._......_..............._..._._................_..._........................................... CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 AUL 6 2 P: (631) 598-5610 ..... .......... ............... ......._..............._.............._................._.............._........_.............._......._......_......_......_. ................ CERTIFIES THAT Buff, TNG DEM ; ,sI^!' IOLD Upon the application of Upon premises owned by T 7' Three Brothers Electric, Vineyard View Apartments Inc. 62600 County Road 48 6 Enterprise Drive Ste A Greenport, NY 11944 Cutchogue, NY 11935 Located at: 62600 County Road 48, Greenport, NY 11944 Application Number#: 20-66480 Certificate#: 20-66480 Electrical License#: 3792-ME Section: Block: Lot: Building Permit#: 44013 Described as a Commercial Building occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Club House w/Service Equipment A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliancd'&'rewith' on the 30th day of June 2020 Name QTY UG Service Feeder-600 Amp, 240V 1 Meter-600 Amp, 240V 1 HW Heater Circuit-20 Amp, 120V 1 Paddle Fan - 15 Amp, 120V 2 Pole Light Fixture-20 Amp, 120V 6 Time Clock-40 Amp, 240V 1 Sign Circuit-20 Amp, 120V 1 Disconnect Switch - 150 Amp, 240V 1 Electrical Inspector: Anthony Giordano _ This certificate is not valid unless raised seal is present. Certificate of Compliance .................................................................................................................... ............................................................ CERTIFIED ELECTRICAL INSPECTIONS, INC: 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ........ ......................................... .. .... ...... ......................._..............._........-......_...................- CERTIFIES THAT Upon the application of Upon premises owned by Three Brothers Electric, Inc. Vineyard View Apartments 6 Enterprise Drive Ste A 62600 County Road 48Greenport, NY 11944 Cutchogue, NY 11935 Located at: 62600 County Road 48, Greenport, NY 11944 Application Number#: 20-66480 Certificate# 20-66480 Electrical License#: 3792-ME - Section: Block: Lot: Building Permit#: 44013 Name QTY Combo Exit/Emergency Light-20 Amp, 120V 5 1 ® Duplex Receptacle-20 Amp, 120V 70 Emergency Light-20 Amp, 120V 9 AL - 6 2428 Exit Light-20 Amp, 120V4 Fire Pump Disconnect/Feeder- 100 Amp, 240 V 1 BTJ1,DTNC DEpT., GFI Receptacle-20 Amp, 120V 9 e-:f -4r.7HOLDe -:f HW Heater Circuit-40 Amp, 240V, 3PH 1. LED 1 x 4 Light Fixture- 15 Amp, 120V 12 LED 2 x 4 Light Fixture- 15 Amp, 120V 7 LED Recessed Fixture-15 Amp, 120V 61 Lift Station Circuit-20 Amp, 120V 1 Electrical Inspector: thony Giordano •\([�`. 13'APPROYEDI S e This certificate is not valid unless raised seal is present. Certificate of Compliance ......................................._.............................................................................................................................._...................._ CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 .................................................................................................................................... ................................................. CERTIFIES THAT Upon the application of Upon premises owned by Three Brothers Electric, Vineyard View Apartments Inc. 62600 County Road 48 6 Enterprise Drive Ste A Greenport, NY 11944 Cutchogue, NY 11935 Located at: 62600 County Road 48, Greenport, NY 11944 Application-Number#: 20-66480' Certificate#: 20-66480 Electrical License* 3792-ME Section: Block: Lot: Building Permit#: 44013 Name QTY MDP Panel -400 Amp, 240V, 12 Circuit 1 Occupancy Switch-20 Amp, 120V 5 Service Disconnect-600 Amp, 240V 1 Switch -20 Amp, 120V 30 Water Pump Circuit- 100 Amp, 220V 1 Electrical Inspector: Anthony Giordano \``oa�unuulnri � RZ �aN �\\ rlllllllgl����` L This certificate is not valid unless raised seal is present. g-�,D�TG,DO�I3 - �',�, *pF s0(/r�olo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: G "Q '' 0 Building Permit No. W401;s - eom u n )t" 6 °- d c) Owner: n-P ( I Q r9L UzeLL) lease print) Plumber: L s (Please p t) +67 I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ( umbers Signature) Swom to before me this day of n e , 20.70 ENINA A.GiORDANO NOTARY PUBLIC,State of Niw York olk County, No.01GI6048679ires Oct.2,20Derm Exp t� Notary Public, County a0E BOUT # TOWN OF SOUTHOLD BUILDING DEPT. Comm, 765-1002 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARK DATE Y V 74 INSPECTOR u �,/�M(� OFSOUTyO� OVA # # TOWN OF OUTHOLD- BUILDING DEPT.- cou765-1802 INSPEC 7ROUG- ON' [ ] FOUNDATION 1ST H PLBG. ` [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE'A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ],' FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE .3 7�D'?� INSPECTOR /r�4.v '" TOWN OF-SOUTHOL-D BUILDING-DEPT. �3 _ - rnuam, 765 1802 INSPECTI-ON [ ]. FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND , [. ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY ' V] FIRE SAFETY INSPECTION [- ] FIRE-RESISTANT CONSTRUCTION [ ]: FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: .P IAJ6 DATE -7/ � INSPECTOR \4�1/��1�tp �I1� 11 _W b �oy��OF SOUTyo� t' • • �V # # TOWN OF SOUTHOLD BU DING DEPT. `�couMv e�' 765-1802 INSPECTION' [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL�Q�'�"'��w� �� [` ] FIREPLACE & CHIMNEY [ ; ]'FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] -FIRE RESISTANT PENETRATION -[ ] ELECTRIC L (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLA O [ ] PRE C/O I REMARKS: t OMAX� A �C✓l/JT RIM :FiWA,.,�_Svv " '- 1 (6 (4 ZAMA FMP� cot . DATE INSPECTOR COUNTY OF SUFFOLK D ) �iD) i 0C 1 5 2020 STEVEN BELLONE s- u ) `i cUTHOLSUFFOLK COUNTY EXECUTIVE DEPARTMENT OF PUBLIC WORKS JOSEPH T.BROWN,P.E. COMMISSIONER ERIC M.HOFMEISTER DARNELL TYSON,P.E. PHILIP A.BERDOLT DEPUTY COMMISSIONER CHIEF DEPUTY COMMISSIONER DEPUTY COMMISSIONER October 5,2020 Conifer Realty,LLC 1000 University Avenue, Suite 500 Rochester,NY 14607 RE: Permit#48-2004, CR 48,Middle Road SCTM 1000-040.00-03.00-001.000 County Treasurer has been authorized to refund your security in the amount of$18,300.00 To Whom It May Concern: This is to advise you that work under the above-referenced permit has been inspected and found to be completed in a satisfactory manner to this Department. Very truly yours, A(&X&ndr Pr19cr Alexander J. Prego,P.E.,P.T.O.E. Director of Traffic Engineering AJP:RFH:KD:shd Cc: Town of Southold,Building Department SUFFOLK COUNTY IS AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER 335 YAPHANK AVENUE YAPHANK,N.Y. 11980 (631)8524081 FAX(631)8524079 COUNTY OF SUFFOLK D BRED STEVEN BELLONE SEP 9 2020 SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF PUBLIC WORKS BUILDING DEPT. TOV,'n_' 'w V_.21'TIS ®LD JOSEPH T.BROWN,P.E. COMMISSIONER ERIC M.HOFMEISTER• DARNELL TYSON,P.E. PHILIP A.BERDOLT DEPUTY COMMISSIONER CHIEF DEPUTY COMMISSIONER DEPUTY COMMISSIONER August 26,2020 Conifer Realty,LLC 1000 University Avenue, Suite 500 Rochester,NY 14607 RE: Permit#48-2004 Date Issued: January 28,2019 Location: CR 48,Middle Road To Wyhom It May Concern: Our-inspection indicates,that'a poitiowof tlie,work which you perfori ned upon the County right-of-way, under the above-referencedpelnut,is not acceptable. You are-required to correct this work as listed below in accordance with Suffolk County standards and specifications.- Nature pecifications:Nature of Correction: • Grind out old thermoplastic edge line. • Clean/sweep asphalt-in front of catch basins on CR 48,Middle Road,and clean out basins. Please notify this office when these corrections have been completed in order that a final inspection can be made. If you have any questions,kindly contact this office at(63 1) 852-4100. Very truly yours, Alexander J.Prego,P.E.,P.T.O.E. Director of Traffic Engineering AJP:KD:shd cc: Town of Southold,Building Department SUFFOLK COUNTY IS AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER (631)852-4081 335 YAPHANK AVENUE ■ YAPHANK,N.Y.11980 ■ FAX(631)8524079 COUNTY OF SUFFOLKDD ❑ (=>[ D�I ° d FEB — 4 2019 STEVEN BELLONE 7--`UU i�r';gin' SUFFOLK COUNTY EXECUTIVE OWN OF SOMULD DEPARTMENT OF PUBLIC WORKS DARNELL TYSON,P.E. ERIC M.HOFMEISTER ACTING COMMISSIONER DEPUTY COMMISSIONER Suffolk County DPW#48-2004 CR#48, Middle Road Project Name: Vineyard View, LLC Applicant Name: LK McLean Associates,PC Project Location: Greenport SCTM# 1000-40-3-1 Date: January 28, 2019 X APPROVED ❑ DISAPPROVED ❑ APPROVAL WITHHELD - Pursuant to Section 239f of the New York State General Municipal Law and subject to the stated conditions: A permit from this Department will be required pursuant to Section 136 of the Highway Law for the proposed access and any improvements this Department deems necessary along the County right-of-way. By: William Hillman,P. E. Chief Engineer &APK SUFFOLKCOUNTY IS AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER (631)852-4100 335ENUE ■ YAPHANK,N.Y.11980 ■ FAX(631)8524079 9 G r� r�;�O5�FF01,�`�• _ BUILDING DEPARTMENT CAS' TOWN OF SOUTHOLD .o X 5 Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 �;y01 �ao� f4'r Telephone (631) 765-1802-FAX (631) 765-9502 Date 1-17-19 SUFFOLK COUNTY DEPARTMENT OF PUBLIC WORKS COMMISSIONER 335 YAPHANK AVENUE YAPHANK, NY 11980 Dear Sir: In accordance with Section 239f of the General Municipal Law of the consolidated Laws of the State of Name&Address of Applicant Vineyard View, LLC 1000 University Avenue - Suite S00, Rochester, NY 14607 has applied to the Town Of Southold for issuance of a permit in reference to property located on the: N SO E W side of County Road 48 C.R. 48 Distance -1,6001 +/- of Chapel Lane N S E❑W Village Greenport Town Southold As shorn on the attached survey or site plan (3 copies needed),dated 1-04-19 We shall withhold further action on this application for ten (10) business days for the aforementioned Section 239f Ve Ery Truly Yours, Building Permits Only Building Inspector Date: APPROVED / DISAPPROVED / APPROVAL WITHHELD to the Town/Village pursuant to the General Municipal Law subject to the stated conditions: SUFFOLK COUNTY DEPT. OF PUBLIC WORKS Gilbert Anderson, P,E.,COMMISSIONER By: William Hil man, P.E., CHIEF ENGINEER Jack Susman From: Jack Susman ent: Wednesday,July 22, 2020 11:51 AM .o: johnJarski@icloud.com Cc: Joanna Cuevas; Paul Cundiff; Henry Fey Subject: Vineyard View-Attic Insulation &Architect's Certification Letter Attachments: 2020-07-17 -Vineyard Community Bldg Letter.pdf John, As requested see attached pictures for the attic insulation that was removed from the attic space at Vineyard.Also attached is the letter from the architect certifying the insulation has been installed per NYS code. Let me know if you need any further information on this subject. 1 _.� ,�:_.. t, — �" 1. ". .:.. x u. ' ��-• a;���, s a �� �. �. K � y r ` ��,w' �� '� ~ "� .. �., i s t ,,,�., I t .. { ,�' .E 1T � r 3 ppF � *4 ' a r:,Y 4 V oo �F %s f 1 vF r , +{ e Best, Jack CONIFER-LECHASE CONSTRUCTION Jack Susman Project Manager 205 Indigo Creek Drive I Rochester, NY 14626 C 585 353-8864 P 585 662 4517 1 F 585 760-5353 www.conifer-lechase.com 6 July 17, 2020 Ms.Joanna Cuevas BHC Conifer Realty 54 Railroad Avenue Copiague, NY Re:Vineyard View—Community Building Code Compliance BEATTY HARVEY COCO ARCHITECTS , LLP NEW YORK I MARYLAND Dear Ms. Cuevas, We hereby attest to the best of our knowledge, belief and professional judgement, the design,including specified insulation,for the above referenced building meets or exceeds the New- Fork State Building code at the time of issued permit. Please let me know any questions regarding this matter. Sincerely, G,4--d-ew Salvatore Coco,AIA, LEED AP NEW YORK 1300 Walt Whitman Road Suite 102 Melville,NY 11747 631 300 1010(t) www.bhc-architects.com NATIONAL CERTIFIED TESTING LABORATORIES FIVE LEIGH DRIVE • YORK, PENNSYLVANIA 17406 TELEPHONE(717)846-1200 FAX(717)767-4100 www.nctlinc.com AAMA 506-2006 AAMA 506-2008 STRUCTURAL, IMPACT&CYCLING PERFORMANCE TEST REPORT SUMMARY Rendered to: Ply-Gem Windows 433 N. Main Street Rocky Mount,VA 24151 PRODUCT TYPE: Vinyl Tilt Single Hung Window SERIES/MODEL: Ply Gem 1500 Title Summary of Results Primary Product Designator Class LC-PG50: Size tested 967 x 1957 mm*(-38 x 77 in*)-Type H AAMA/WDMA/CSA 101/I.S.2/A440-11 Class LC-PG50: Size tested 967 x 1957 mm* (38 x 77 in*)-Type H AAMANVDMA/CSA 101/I.S.2/A440-08 AAMA/WDMA/CSA 101/I.S.2/A440-05 H-LC50 967 x 1957*(38 x 77*) Positive Design Pressure, +2873 Pa (+60.0 psf) Negative Design Pressure, -2873 Pa(-60.0 psf) Operating Force (in motion)2 27 N (6 Ibf) i Air Infiltration2 0.3 L/s/m2(0.1 cfm/ftz) Canadian Air A2 Infiltration/Exfiltration2 Water Penetration Resistance 360 Pa (7.50 psf) Test Pressure2 Uniform Load Structural Test #4320 Pa(90.23 psf) Pressure, Forced Entry Resistance2 ASTM F588-07/Grade 10-Pass Impact Missile Level, D Wind Zone, 3 Maximum Cyclic Load Test +2394 Pa(+50.0 psf) Pressure, -2873 Pa +60.0 s 1 Reference the 967 x 1957 mm(38 x 77 in)product as described in this report 2 Reference test report NCTL-110-15653-1 dated 12/11/12 for 1221 x 2437 mm (48 x 96 in)gateway test results Test Completion Date: 11/21/12 Revision Date 12/17/12 Reference must be made to NCTL-110-15653-2 dated 12/11/12 for complete test specimen description and data. National Certified Testing Laboratories �i:rdr U7, DONALD R. KYLE, P.E. o DONT ALLE. Laboratory Representative o.012550 Professionals In The Science of Testing 1 of 25 :S�pINAL'wN OF I SUSTAINABLE COMFORT Code Testing Summary: Air Infiltration +Duct Leakage NYS ECCC Report Vineyard View Apartments Greenport, NY Testing Entity Sustainable Comfort, Inc. 1416 Main Street, Suite 301 Worcester, MA 01608 Project Information: Vineyard View County Road 418 Greenport, NY 1194141 Testing Summary Inspector: Greg Downing RESNET Rater ID Number: 04120937 Inspection Dates: Multiple Inspection Dates Air Infiltration Testing Methodology Air infiltration testing has been conducted in accordance with Section R4102.41.1.3 of the 2016 New York Energy Code Supplement. The testing target is 0.3 CFM50/sf of enclosure surface area when testing two or more adjoined units. Enclosure area calculations follow code definitions which include the sum of all of the exterior wall area, interior wall area, ceiling area, and floor area of each apartment unit. Air Infiltration Testing Results Testing was conducted in accordance with ASTM E779 at 50 Pascals which resulted in a final CFM50 for each apartment.The CFM50 is then converted into CFM50/sf of enclosure area to demonstrate each unit falls below the 0.3 CFM50/sf target.Table 1 shows all of the individual testing results. Sample of our Envelope Leakage Test Reports are attached. Reports for all units available upon request. Duct Testing Testing was conducted in accordance with Section R4103.3.3 of the 2015 IECC. Testing targets match requirements in Section R4103,3.41, total leakage shall be less than or equal to 41 cubic feet per minute per 100 square feet of conditioned floor area. All units with ductwork outside conditioned space have been tested, and meet the criteria listed above. Results can be found in Table 1 below. INSPECTION REPORT 1 SUSTAINABLE COMFORT RESNET HERS Rater Certification Official HERS Rater Certification shown from the RESNET Registry linked below: https://wwwl.resnet.us/registry/raters.aspx Greg ®owning Certifying Provider(s) Sustainable Comfort, Inc. Sustainable Comfort 146 Main St 413.262.7390 Worcester, MA 01608 jmoriartyCgreenrater.com Current Status: Active CLOSED• Submitted By: Greg Downing, Sustainable Comfort, Inc. _ r INSPECTION REPORT 2 SUSTAINABLE COMFORT Table 1: Testing Results Building 1: "..'TARGETS �_TEST1NG RESULT§ °` ODUT , TOTAL DUCT DUCT UNIT TOTAL DUCT UNIT LEAKAGE TO MODELSET UNIT LEAKAGE TO LEAKAGE INFILTRATION LEAKAGE OUTSIDE INFILTRATION [CFM25] OUTSIDE [CFM5D] -T F C C Wm25)C C 3BR C3 1stEnd 1.01 108 54 1237 ;98' X21. IBR A3 lstlnt 102 80 40 836 „MI6 . I3; 776 2BR IS lstEnd 103 80 40 1008 _' 8 ` 117 1BR A3 lstlnt 104 80 40 836 1BRA3 lstlnt 105 80 40 836 454 ---•17 _ _ 683 3BR C3 1stEnd 106 108 54 1237 84 20 x900. 1BR A2_2ndlnt 107 38 38 10042 18 983 28R B2 2ndEnd 108 45 45 1101 y2 97e 18RA2 2ndlnt 109 38 38 1004 37.�" IBR A2 2ndlnt 110 '38 38 1004 '.. 3619 ` - 93 Building 2: TARGETS_ TESTING RESULTS DUCT TOTAL DUCT DUCT UNIT TOTAL DUCT UNIT LEAKAGE TO _ MODEL SET UNIT LEAKAGE TO LEAKAGE INFILTRATION LEAKAGE OUTSIDE INFILTRATION [CFNI25] OUTSIDE (CFM50] ® T T ® H e [CFM25) , ®, 38R C3 1stEnd 201 108 54 1237 989 213R_82 lstlnt 202 80 40 940 - s. -689 113R A3 lstlnt 209 80 40 836 ?7 . 18RA3 lstlnt 204 80 40 836 , 1 2BR_81_1stEnd 205 80 40 1008 33R C3 lstEnd 206 108 54 1237 '106;! 28R 82 2ndEnd 207 45 45 1101';. 34 1,2 8 ISR A2 208 38 38 1004 - <31 1y ' `'. :967 3131:1 A2 2ndlnt 209 381 38 1004 • ";36 2138 82 2ndEnd 1 210 45 4_5F 1101 33 r ° 17. ' 1058 INSPECTION REPORT 3 SUSTAINABLE COMFORT Building 3: TARGETS TESTING RESULTS TOTAL DUCT DUCT UNIT TOTAL DUCT LE DUCT O UNIT MODEL SET UNIT LEAKAGE TO LEAKAGE INFILTRATION LEAKAGE OUTSIDE INFILTRATION (CFM25] OUTSIDE (CFM50] C T H F F7 H1 (CI=M25][': SBR C3 301 108 54 1237 10;85 2BR B3 1stEnd 302 80 40 1008 "758' 181 A3 lstlnt 303 80 40 838 - 671 18R AS 1stlnt 304 80 40 836 2BR_B1 lstEnd 305 80 40 1008 680 MR CS 1stEnd 306 108 54 1237 28R B2 2ndEnd 307 45 45 1101 32 11' A798 1BR A2_2ndlnt 308 38 38 1004 `3Q 1a '859 113R A2_2ndlnt 309 38 2181 1004 - 35 11 727. 213R 82 2ndEndl 310 1 45 451 1101 37 33 - fi20 Building 4: TARGETS TESTING RESULTS DUCT TOTAL DUCT DUCT UNIT TOTAL DUCT UNIT LEAKAGE TO MODEL SET UNIT L1=,4I4A6ET0 LEAKAGE INFILTRATION LEAKAGE OUTSIDE INFILTRATION (rFM25] OUTSIDE (CFM50) H -y. H H E-1 C (CFM25] 2BR_g3._1stEnd 401 80 40 1008 5581 3131 Cl lstlnt 402 3.11 55 1055 2BR_81lstEnd 403 80 40 1008 ,111- ` 49 2BR 132 2ndEnd 404 45 45 1103. '.Ab ':22 . 825 26R_B2_2ndl=nd y05 1 45 45 1101 Building 5: TARGETS TESTING RESULTS DUCT TOTAL DUCT DUCT UNIT TOTAL DUCT UNIT LEAKAGE TO MODEL SET UNIT LEAKAGE TO LEAKAGE INFILTRATION LEAKAGE OUTSIDE INFILTRATION OUTSIDE C .T C H (c1=M2s]C (cFM25]� (cFMSo] C q 2BR_81_lstEnd 501 80 40 1008 _ 588 38R C1 lstlnt 502 56 56 17 2131_131 1stEnd 503 80 40 1008 672 281_132 2ndlrnd 504 45 45 1101= - " :'' 38 14 ;F 639 21311 82 2ndEndi 505 45 45 1101 321 888' INSPECTION REPORT 4 SUSTAINABLE COMFORT Building 6: TARGETS_ TESTING=RESiJLTS DUCT TOTAL DUCT DUCT UNIT TOTAL DUCT UNIT LEAKAGE 70 @�ODELSET UNIT LEAKAGE LEAKAGE TO INFILTRATION LEAKAGEINFILTRATIONINFILTRATIONOUTSIDE [CFM25] [CFMSD] oT C C C C [CFIA25] _ H 26R 81 istEnd 601 80 40 1008 "533 3'BR C1_lstint 602 56 56 1055 " 41 26 92G 38R C3 1stEnd 609 108 54 1237 "53 26 - '`` "920 38R C3 1stEnd 604 108 54 1237 X96 2B'R 82 2ndEndl 605 4sj 451 1101 t46' �2 ;' a + 72f1; Building 7: TARGETS TESTING"RESULTS_ TOTAL DUCT DUCT UNIT TOTAL DUCT DUCT LEAKA ETD UNIT NIODELSET UNIT LEAKAGE T13 LEAKAGE INFILTRATION LEAKAGE [CFNf25)INFILTRATION OUTSIDE OUTSIDE [CFM5Q] v [ H v - [CFM25]F 1w 38R_C3 lstEnd 701 108 54 1237 0,5 3BR Cl lstint 702 56 56 1055 3BR C1 lstint 703 56 56 3055 6% 26 1'029: 2BR 83 1stEnd 704 801 40 1008 s2 28R-B2-2ndEndj 705 451 451 1101,7, 37 INSPECTION REPORT 5 SUSTAINABLE COMFORT Photos Y Building 1 - Typical Building Exterior Building 2 - "al Building Exterior r� E!r it Typical Duct Leakage Test Setup Typical Leakage to Outside Test E Typical Mechanical Ventilation Test Typical Plantings r Site Entry Typical Blower Door Setup INSPECTION REPORT 6 BUILDING LEAKAGE TEST Date of Test: 4/7/2020 Test File: Vineyard View- Unit 102 Technician: Greg Downing Project Number: 17-1421 Customer: Conifer-Lechase Construction Building Address: Vineyard Views 205 Indigo Creek Drive Unit 102 Rochester, NY 14626 County Road 48 Phone: Greenport, NY 11944 Fax: Website: www.conifer-lechase.com Test Results at 50 Pascals: [c mf 50 Airflow ACH50 6.28 cfm/ft2(Floor Area) 1.0106 cfm/ft2(Surface Area) 0.2778 Leakage Areas: 71.2 int(+/- 13.4 %)Canadian EgLA @ 10 Pa or 0.0255 int/ft2 Surface Area 35.5 int (+/-22.1 %) LBL ELA @ 4 Pa or 0.0127 in2/ft2 Surface Area Building Leakage Curve: Flow Coefficient (C)= 45.9 (+/-35.5%) Exponent(n)= 0.722 (+/-0.097) Correlation Coefficient=0.99735 Test Standard: E779 Test Mode: Depressurization 1000 900 ---1---L-J--1--L-L------------- -------- ----- ----�--J -- 800 - O Depressurize ----------i--------i-----L---- -�--- 700-----4---i---�--T--,--i-------------�--------r----- --i--i--- --- ----- -------------------►--------�--- --� ----�--- -- 600------� � � � � � � --1---1--1--1-J--1--------------J-----500- - - -� Building 400 Leakage (Cfm) 300-----i------- ------ ----------------+ -----+---+--�-- i 200------ i---r- i-i---i-------------i--------Vill i-----i----i--i-- i 1004 5 6 7 8 9 10 20 30 40 50 60 70 Building Pressure (Pa) BUILDING LEAKAGE TEST Page 2 of 4 Date of Test:4/7/2020 Test File:Vineyard View-Unit 102 Building Information Volume(ft') 7409 Surface Area: (ftp) 2790 Floor Area: (ft) 767 Height(ft) 10 Year of Construction 2020 Equipment Information Type Manufacturer Model Serial Number Custom Calibration Date Fan Energy Conservatory Model 3 (110V) MBD- 14741 4/28/2019 Micromanometer Energy Conservatory DG700 35904- 1 -700 4/28/2019 BUILDING LEAKAGE TEST Page 4 of 4 Date of Test: 4/7/2020 Test File:Vineyard View- Unit 102 Comments None � i BUILDING LEAKAGE TEST Page 3 of 4 Date of Test: 4/7/2020 Test File:Vineyard View- Unit 102 Depressurization Test: Environmental Data Indoor Temperature(°F) Outdoor Temperature(°F) Altitude (ft) Pre-Test 54.0 63.0 Post-Test 54.0 63.0 Average 54.0 63.0 10.0 Data Points-Data Entered Manually(TTE 5.0.8.4) Baseline Nominal adjusted Building Building Fan Nominal Adjusted Pressure Pressure Pressure Flow Flow Fan (Pa) (Pa) (Pa) (cfm) (cfm) %Error Configuration -5.7 n/a n/a -62.9 -57.3 211.1 861 863 0.9 Ring B -55.1 -49.5 157.7 745 747 -2.9 Ring B -46.7 -41.1 133.9 687 689 2.4 Ring B -37.2 -31.6 87.0 555 557 0.0 Ring B -28.1 -22.5 52.6 432 434 -0.4 Ring B Deviations from Standard ASTM E779-Test Parameters I BUILDING LEAKAGE TEST Date of Test: 6/7/2020 Test File: Vineyard View- Unit 208 Technician: Greg Downing Project Number: 17-1421 Customer: Conifer-Lechase Construction Building Address: Vineyard Views 205 Indigo Creek Drive Unit 208 Rochester, NY 14626 County Road 48 Phone: Greenport, NY 11944 Fax: Website:www.conifer-lechase.com Test Results at 50 Pascals: r== cf' 50'Air 10-it 967.E_(+/-7*:p_°/d) ACH50 7.68 cfm/ft2(Floor Area) 1.0402 cfm/ft2,(Surface Area} '10 2930 Leakage Areas: 58.8 int(+/-35.3 %) Canadian EgLA @ 10 Pa or 0.0176 int/ft2 Surface Area 23.0 int (+/-56.6 %) LBL ELA @ 4 Pa or 0.0069 in2/ft2 Surface Area Building Leakage Curve: Flow Coefficient (C)= 20.6 (+/-88.9%) Exponent(n)= 0.988 (+/-0.234) Correlation Coefficient=0.99176 Test Standard: E779 Test Mode: Depressurization 2000 I I I I I I r I I I I I I O Depressurize I I I I I I --+---I---F--I--,--t-------------+--------+-----I--- -�--+- I I I I I I I I I I I I 800-----T--- ------------- -------r--- ---7---r--�-- 1---L--L-J--L-L-------------L-------L- L---1---L--J - 700 I 1 1 1 1 1 I I I I I I ---�--- --4-- ---- -------------}-------- -----F --- ---a---a-- 600 I I I I I I I I I I I I Building __1___L__L_J__L_L_____________L___ L-___-L___1___L__L_ 500 - I 1 1 1 1 1 1 --I 1 I 1 1 Leakage ---+---I---I-- --+--+-------------- -------+-----1----�---�---�- (Cfm) 400 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 r 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 ZOO --- ---, --�- --�-- -------------;--------;-----L---;---L--;- 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 I I I I I I I I I I I I I I I I I I I I I I I J�0 ----I 1 I I I I ---r--r--I--r-r--------- r-------r-----r---rt---r--r- - ---I---1---I--I--+-------------+--------F------F --- ---+---4--- 80 4 5 6 7 8 9 10 20 30 40 50 60 70 80 Building Pressure (Pa) I BUILDING LEAKAGE TEST Page 2 of 4 Date of Test: 6/7/2020 Test File:Vineyard View- Unit 208 Building Information Volume (ft3) 7660 Surface Area: (ft ) 3348 Floor Area: (ft') 943 Height(ft) 20 Year of Construction 2020 Equipment Information Type Manufacturer Model Serial Number Custom Calibration Date Fan Energy Conservatory Model 3 (110V) MBD- 14741 4/28/2019 Micromanometer Energy Conservatory DG700 35904- 1 -700 4/28/2019 BUILDING LEAKAGE TEST Page 3 of 4 Date of Test: 6/7/2020 Test File:Vineyard View- Unit 208 Depressurization Test: Environmental Data Indoor Temperature(°F) Outdoor Temperature(°F) Altitude (ft) Pre-Test 72.0 84.0 Post-Test 72.0 84.0 Average 72.0 84.0 10.0 Data Points- Data Entered Manually(TTE 5.0.8.4) Baseline Nominal adjusted Building Building Fan Nominal Adjusted Pressure Pressure 'Pressure Flow Flow Fan (Pa) (Pa) (Pa) (cfm) (cfm) %Error Configuration -60.3 -60.6 36.8 1103 1157 -2.5 Ring A -54.1 -54.5 29.7 993 1043 ; -2.3 Ring A -46.1 -46.5 237.2 912 957 4.9 Ring B -37.7 -38.1 155.5 740 776 3.6 Ring B -27.9 -28.3 74.4 513 539 -3.5 Ring B Deviations from Standard ASTM E779-Test Parameters BUILDING LEAKAGE TEST Page 4 of 4 Date of Test: 6/7/2020 Test File:Vineyard View- Unit 208 Comments None ti Ally 20; 2020 E9,183 Suffolk County Dept. 6f Health. Services Office, of Wastewater- Management 360 Yaphank Avenue, Suite 2C Yaphank, NY I-i980 23-6 Ti-111113STREET GR1E1ENPQRT_fjY 11944 Tel: (631) 477-0248 We: I Vineyard View LLC - ""Vineyard, View"View"Community Fax: (01) 477-107 _y_ - Projiectf: 17-106,000, (SCTD(#: 1000-040-03-01).- SCD.HS,Ref # C10-18-0007 MAYOR GEORGE%!jUBBARD,JR.- -Ext.215 Please be advised that the above -referenced property is 'TRUSTEES located within an area served .- by -the, Village, of JACK MARTILOTTA Greenport. Connection to -the Village of OtOenpd DEPUTY MAYOR PETER CLARKE sewer system . has been completed. 'in- accordahife- wfth MARY BESS PHILUPS 'the- requirements of the Village of Greenport. JULIA ROBINS 'VILLAGE ADMINISTRATOR Should you have any questions or require any additional PAUL J. PALLAS,P.E. Ext.219 iriformation, please feel free to contact me at(631) 477-1 0248, x219. CLERK SYLVIA PWL0,RMC, Ekt 206 incerely -4 TREASURER 'ROBERT BRANDT 'Ext.217A- _Pallas, P.E. Pa-ui J. Village Administrator Village-of Greenport LIKAIA L. K. McLean Associates P.C. ❖ 437 South Country Road • Brookhaven • New York • 11719 (631)286-8668 . FAX(631)286-6314 3 25 Newbridge Road • Suite 304 • Hicksville • New York • 11801 https://www.lkma.com RAYMOND G DiBIASE,P E,PTOE,PTP,PRESIDENT and CEO Associates ROBERT A STEELE,P E,EXECUTIVE VICE PRESIDENT CHRISTOPHER F DWYER JAMES L DeKONING,P E,VICE PRESIDENT STEVEN W EISENBERG,P E ANDREW B SPEISER MATTHEW C JEDLICKA,LEED AP KEITH J.MASSERIA,P E VINCENT A CORRADO,P E July 17, 2020 TAMARA L STILLMAN,P L S Town of Southold Planning Department- Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold,NY 11971 Attn: Mr. John Jarski, Planner Re: Vineyard View,LLC—"Vineyard View" Community Letter Certifying Construction of Final Drainage Plan Project#: 17106.000 (SCTM#: 1000-040-03-01) Dear Mr. Jarski: Pursuant to the Town Planning Department's request, we hereby certify that the revised drainage plan associated with the construction of the above referenced affordable (work-force) housing complex in Greenport was constructed in strict accordance with the plans submitted (via email)to the Southold Town Engineer and New York State Department of Environmental Conservation on January 21, 2020. Neither office objected to the revised plan which incorporated additional connector piping,enhanced sand collar material, shallow diffusion wells and an overflow structure with indirect discharge to the freshwater wetland buffer area. Water quality objectives were achieved by providing overflow storage within natural retention areas populated with native grasses/plantings and having multiple leaching pools before entering the overflow discharge chamber (bubbler) along the south side of Building#2. This important component of the project has been completed to our office's satisfaction. If your office should have any questions relative to this site plan approval sub _ lease do not hesitate to contact this office directly. ``� Very truly yours, r � _ C_> azLAJ40a 077397 Robert A. Steele P.E., Ex sident I' RAS:cfd L.K. McLean Associates PC - CC: Joanna Cuevas, Village View, LLC Michael Collins P.E., Southold Town Engineer TODAY'S CHALLENGES I TOMORROW'S SOLUTIONS Since 1950 New York 2016 Label New York 2016 Label County Road 48, Unit 909 County Road 48, Unit 902 Model: 36R C3 1 st End Model: 1 BR A3 1 st Int Ekotrope RATER-Version: 3.2.3.2493 Ekotrope RATER-Version: 3.2.3.2493 Build! i j,EnveloppSpecs _ BuildingEnvelope Specs F° Ceiling: R-38 Ceiling: R-0 Above Grade Walls: R-21 Above Grade Walls: R-21 Foundation Walls: N/A Foundation Walls: N/A Exposed Floor: N/A Exposed Floor: N/A Slab: R-10 Slab: R-10 Infiltration: 956 CFM50 (4.69 ACH50) Infiltration: 776 CFM50 (6.28 ACH50) Duct Insulation: Supply: R6, Return: R6 Duct Insulation: Supply: RO, Return: RO Duct Lkg to Outdoors: 26 CFM @ 25Pa (1.91 / Duct Lkg to Outdoors: 19 CFM @ 25Pa (2.48/ 100 s.f.) 100 s.f.) Window`& Door Specs Window & Door Specs U-Value: 0.34, SHGC: 0.25 U-Value: 0.34, SHGC: 0.25 Door: R-3 Door: R-3 Mechanical Eci0,hpment Specs mechanical Eq ent Specs Heating:Air Source Heat Pump ® Electric - 9.65 Heating:Air Source Heat Pump e Electric - 9.15 HSPF HSPF Cooling:Air Source Heat Pump • Electric • 19 Cooling:Air Source Heat Pump • Electric • 17 SEER SEER Hot Water: Water Heate atural Gas • 0.62 Hot Water: Water Heater• Natural Gas • 0.62 Energy Factor _ Energy Factor ,9e11der or D Pro onal� Builder or D _ n�ofessional Signature: _ Signature: New York 2016 Label New York 2016 Label County Road 48, Unit 903 County Road 48, Unit 904 Model: 21313 61 1 st End Model: 1 BR A3 1 st Int Ekotrope RATER -Version: 3.2.3.2493 Ekotrope RATER-Version: 3.2.3.2493 Building!E velope §pAcs ;Buiiding Envelope Specs Ceiling: R-0 Ceiling: R-0 Above Grade Walls: R-21 Above Grade Walls: R-21 Foundation Walls: N/A Foundation Walls: N/A Exposed Floor: N/A Exposed Floor: N/A Slab: R-10 Slab: R-10 Infiltration: 773 CFM50 (4.94 ACH50) Infiltration: 522 CFM50 (4.23 ACH50) Duct Insulation: Supply: R6, Return: R6 Duct Insulation: Supply: RO, Return: RO Duct Lkg to Outdoors: 17 CFM @ 25Pa (1.73/ Duct Lkg to Outdoors: 19 CFM @ 25Pa (2.48 / 100 s.f.) 100 s.f.) V lindoW&-Door Specs _ -Window& ®oot Specs U-Value: 0.34, SHGC: 0.25 U-Value: 0.34, SHGC: 0.25! Door: R-3 Door: R-3 Mechanical Equipment Specs _ MechanicalEc{uipmeht Specs___ Heating:Air Source Heat Pump ® Electric • 9.65 Heating:Air Source Heat Pump • Electric • 9.15 HSPF HSPF Cooling:Air Source Heat Pump • Electric• 19 Cooling:Air Source Heat Pump • Electric • 17 SEER SEER Hot Water: Water H • Natural Gas - 0.62 Hot Water: Water Heater• Natural Gas • 0.62 Energy Factor Energy Factor Builder or :siofessional Builder or Desi ssi®_na_I PSignature: Signature: New York 2016 Label New York 2016 Label County Road 48, Unit 105 County road 48, Unit 106 Model: 1 BR A3 1 st Int Model: 3BR C3 1st End Ekotrope RATER-Version: 3.2.3.2493 Ekotrope RATER-Version: 3.2.3.2493 Building_Envelope Specs Building Envelope Specs Ceiling: R-0 Ceiling: R-38 Above Grade Walls: R-21 Above Grade Walls: R-21 Foundation Walls: N/A Foundation Walls: N/A Exposed Floor: NIA Exposed Floor: NIA Slab: R-10 Slab: R-10 Infiltration: 683 CFM50 (5.53 ACH50) Infiltration: 900 CFM50 (4.42 ACH50) Duct Insulation: Supply: R0, Return: RO Duct Insulation: Supply: R6, Return: R6 Duct Lkg to Outdoors: 19 CFM @ 25Pa (2.48/ Duct Lkg to Outdoors: 26 CFM @ 25Pa (1.91 / 100 s.f.) 100 s.f.) Window&Door Specs Window&Door Specs U-Value: 0.34, SHGC: 0.25 U-Value: 0.34, SHGC: 0.25 Door: R-3 Door: R-3 Mechanical Eciui ment Specs Mechanical Equipment Specs. Heating:Air Source Heat Pump • Electric m 9.15 Heating:Air Source Heat Pump o Electric o 9.65 HSPF HSPF Cooling:Air Source Heat Pump • Electric • 17 Cooling:Air Source Heat Pump • Electric m 19 SEER SEER Hot Water: Water He 4 to - 0.62 Hot Water: Water He ral Gas o 0.62 Energy Factor Energy Factor Builder or Water/ r �isnal Builder or Professional Signature: Signature: _ New York 2016 Label New York 2016 Label County Road 48, Unit 107 County Road 48, Unit 108 Model:A2 2nd Int Model: 2BR B2 2nd End Ekotrope RATER-Version: 3.2.3.2493 Ekotrope RATER-Version: 3.2.3.2493 :Building envelope Specs Building Envelope Specs Ceiling: R-38 Ceiling: R-38 Above Grade Walls: R-21 Above Grade Walls: R-21 Foundation Walls: N/A Foundation Walls: N/A Exposed Floor: R-0 Exposed Floor: R-0 Slab: R-10 Slab: R-10 Infiltration: 983 CFM50 (7.83 ACH50) Infiltration: 978 CFM50 (6.46 ACH50) Duct Insulation: Supply: R10.3, Return: R10.3 Duct Insulation: Supply: R10.3, Return: R10.3 Duct Lkg to Outdoors: 19 CFM @ 25Pa (2.01 / Duct Lkg to Outdoors: 23 CFM @ 25Pa (2.05 I 100 s.f.) 100 s.f.) Window& Door Specs _ Window& Door Specs U-Value: 0.29, SHGC: 0.28 U-Value: 0.34, SHGC: 0.25 Door: R-3 Door: R-3 Mechanical Equipment SpecsMechanical Equipment Specs Heating:Air Source Heat Pump • Electric • 9.15-- Heating:Air Source Heat Pump • Electric • 9.65 HSPF HSPF Cooling:Air Source Heat Pump • Electric - 17 Cooling:Air Source Heat Pump a Electric a 19 SEER SEER Hot Water: Water H e atural Ga .62 Hot Water: Water Heat as o 0.62 Energy Factor Energy Factor Builder or Prof i a1 Builder or D ofessional Signature: Signature: �� New York 2016 Label New York 2016 Label County Road 48, Unit 909 County Road 48, Unit 110 Model:A2 2nd Int Model:A2 2nd Int Ekotrope RATER-Version: 3.2.3.2493 Ekotrope RATER-Version: 3.2.3.2493 Building Envelope Specs Building Envelope Specs- Ceiling: R-38 Ceiling: R-38 Above Grade Walls: R-21 Above Grade Walls: R-21 Foundation Walls: N/A Foundation Walls: N/A Exposed Floor: R-0 Exposed Floor: R-0 Slab: R-10 Slab: R-10 Infiltration: 892 CFM50 (7.10 ACH50) Infiltration: 943 CFM50 (7.51 ACH50) Duct Insulation: Supply: R10.3, Return: R10.3 Duct Insulation: Supply: R10.3, Return: R10.3 Duct Lkg to Outdoors: 19 CFM @ 25Pa (2.01 / Duct Lkg to Outdoors: 19 CFM @ 25Pa (2.01 / 100 s.f.) 100 s.f.) 'Window& Door Specs. Window& Door Specs U-Value: 0.29, SHGC: 0.28 U-Value: 0.29, SHGC: 0.28 Door: R-3 Door: R-3 ,Mechanical Equipment Specs Mechanical Equipment Specs Heating:Air Source Heat Pump • Electric • 9.15 Heating:Air Source Heat Pump • Electric o 9.15 HSPF HSPF Cooling:Air Source Heat Pump • Electric• 17 Cooling:Air Source Heat Pump • Electric• 17 SEER SEER Hot Water: Water H atural Gas 0.62 Hot Water: Water Heater• N ral Gas • 0.62 Energy Factor Energy Factor _ Builder or _ e T rot �I_ Builder or 3e§ i_onal Signatur Signature: y New York 2016 Label New York 2016 Label County Road 48, Unit 201 County Road 48, Unit 202 Model: 3BR C3 1st End Model: 2BR B1 1st End Ekotrope RATER-Version: 3.2.3.2493 Ekotrope RATER-Version: 3.2.3.2493 Building Envelope Specs Building Envelope S_ pets Ceiling: R-38 Ceiling: R-0 Above Grade Walls: R-21 Above Grade Walls: R-21 Foundation Walls: NIA Foundation Walls: NIA Exposed Floor: N/A Exposed Floor: N/A Slab: R-10 Slab: R-10 Infiltration: 983 CFM50 (4.82 ACH50) Infiltration: 680 CFM50 (4.35 ACH50) Duct Insulation: Supply: R6, Return: R6 Duct Insulation: Supply: R6, Return: R6 Duct Lkg to Outdoors: 26 CFM @ 25Pa (1.91 / Duct Lkg to Outdoors: 17 CFM @ 25Pa (1.73/ 100 s.f.) 100 s.f.) Window-& Door Specs _ Window&Door Specs U-Value: 0.34, SHGC: 0.25 U-Value: 0.34, SHGC: 0.25 Door: R-3 Door: R-3 'Mechanical Equipment Specs_ Mechanical Egyipmertit Specs Heating:Air Source Heat Pump • Electric- 9.65 Heating:Air Source Heat Pump o Electric - 9.65 HSPF HSPF Cooling:Air Source Heat Pump a Electric • 19 Cooling:Air Source Heat Pump a Electric • 19 SEER SEER Hot Water: Water Heater - Natural Gas • 0.62 Hot Water: Water Heater- Natural Gas - 0.62 Energy Factor Energy Factor Builder or Design Profess_ional _ Builder or Design Professional Signature: Signature: New York 2016 Label New York 2016 Label County Road 48, Unit 203 County Road 48, (knit 204 Model: 1 BR A3 1 st Int Model: 1 BR A3 1 st Int Ekotrope RATER -Version: 3.2.3.2493 Ekotrope RATER-Version: 3.2.3.2493 ,Building Envelope Specs Building Envelope Specs_ Ceiling: R-0 Ceiling: R-0 Above Grade Walls: R-21 Above Grade Walls: R-21 Foundation Walls: N/A Foundation Walls: N/A Exposed Floor: N/A Exposed Floor: N/A Slab: R-10 Slab: R-10 Infiltration: 791 CFM50 (6.41 ACH50) Infiltration: 764 CFM50 (6.19 ACH50) Duct Insulation: Supply: R0, Return: RO Duct Insulation: Supply: R0, Return: RO Duct Lkg to Outdoors: 19 CFM @ 25Pa (2.48/ Duct Lkg to Outdoors: 19 CFM @ 25Pa (2.48 / 100 s.f.) 100 s.f.) Window& Door Specs_ _ Window& Door Specs _ U-Value: 0.34, SHGC: 0.25 U-Value: 0.344, SHGC: 0.25 Door: R-3 Door: R-3 Mechanical Equipment Specs _ Mechanical Equipment Specs Heating:Air Source Heat Pump e Electric• 9.15 Heating:Air Source Heat Pump • Electric • 9.15 HSPF HSPF Cooling:Air Source Heat Pump • Electric© 17 Cooling:Air Source Heat Pump a Electric • 17 SEER SEER Hot Water: Water t ural Gas - 0.62 Hot Water: Water Hea I Gas - 0.62 Energy Factor _ Energy Factor Builder or a rofesisiMml _ Builder or i rofessional Signature: Signature: New York 2016 Label New York 2016 Label County Roar/48, Unit 205 County Road 48, Unit 206 Model: 2BR B1 1st End Model: 3BR C3 1st End Ekotrope RATER -Version: 3.2.3.2493 Ekotrope RATER-Version: 3.2.3.2493 Building Envelope Specs Building Envelope Specs Ceiling: R-0 Ceiling: R-38 Above Grade Walls: R-21 Above Grade Walls: R-21 Foundation Walls: N/A Foundation Walls: N/A Exposed Floor: N/A Exposed Floor: N/A Slab: R-10 Slab: R-10 Infiltration: 929 CFM50 (5.94 ACH50) Infiltration: 1062 CFM50 (5.21 ACH50) Duct Insulation: Supply: R6, Return: R6 Duct Insulation: Supply: R6, Return: R6 Duct Lkg to Outdoors: 17 CFM @ 25Pa (1.73/ Duct Lkg to Outdoors: 26 CFM @ 25Pa (1.911 100 s.f.) 100 s.f.) Window& Door Specs Window& Door Specs U-Value: 0.34, SHGC: 0.25 U-Value: 0.34, SHGC: 0.25 Door: R-3 Door: R-3 Mechanical Equi rru� ent Specs Mechanical Equipmerr it Specs Heating:Air Source Heat Pump o Electric. 9.65 Heating:Air Source Heat Pump o Electric• 9.65 HSPF HSPF Cooling:Air Source Heat Pump a Electric • 19 Cooling:Air Source Heat Pump o Electric - 19 SEER SEER Hot Water: Water H er atural Gas - 0.62 Hot Water: ater Heater o ral Gas o 0.62 Energy Factor Energy FV:D Builder or '- , sores I— Builder n p'essional Signature• _ Signature: New York 2016 Label New York 2016 Label County Road 48, Unit 207 County Road 48, Unit 208 Model: 2BR B2 2nd End Model:A2 2nd Int Ekotrope RATER -Version: 3.2.3.2493 Ekotrope RATER-Version: 3.2.3.2493 Building Envelope Specs _ BuildingEnvelope Specs Ceiling: R-38 Ceiling: R-38 Above Grade Walls: R-21 Above Grade Walls: R-21 Foundation Walls: N/A Foundation Walls: N/A Exposed Floor: R-0 Exposed Floor: R-0 Slab: R-10 Slab: R-10 Infiltration: 1048 CFM50 (6.93 ACH50) Infiltration: 967 CFM50 (7.70 ACH50) Duct Insulation: Supply: R10.3, Return: R10.3 Duct Insulation: Supply: R10.3, Return: R10.3 Duct Lkg to Outdoors: 23 CFM @ 25Pa (2.05/ Duct Lkg to Outdoors: 19 CFM @ 25Pa (2.01 / 100 s.f.) 100 s.f.) Wigdo,+ & Door Specs v _ Windows& Door-Specs U-Value: 0.34, SHGC: 0.25 U-Value: 0.29, SHGC: 0.28 Door: R-3 Door: R-3 Mechanical Equipment Specs,_ Mechanical Equipment Specs _ Heating:Air Source Heat Pump . Electric• 9.65 Heating:Air Source Heat Pump o Electric o 9.15 HSPF HSPF Cooling:Air Source Heat Pump • Electric• 19 Cooling:Air Source Heat Pump o Electric - 17 SEER SEER Hot Water: Water He r al Gas - 0.62 Hot Water: Water Heater NNatu Gas • 0.62 Energy Factor Energy Factor Builder ®rD rofesional Builder or Designo essional Signature: Signature: TM New York 2016 Label New York 2016 Label County Road 48, Unit 209 County Road 48, Unit 210 Model:A2 2nd Int Model: 2BR B2 2nd End Ekotrope RATER-Version: 3.2.3.2493 Ekotrope RATER-Version: 3.2.3.2493 Bgilding Envelope Specs Build ng Envelope Specs Ceiling: R-38 Ceiling: R-38 Above Grade Walls: R-21 Above Grade Walls: R-21 Foundation Walls: N/A Foundation Walls: N/A Exposed Floor: R-0 Exposed Floor: R-0 Slab: R-10 Slab: R-10 Infiltration: 878 CFM50 (6.99 ACH50) Infiltration: 1053 CFM50 (6.96 ACH50) Duct Insulation: Supply: R10.3, Return: R10.3 Duct Insulation: Supply: R10.3, Return: R10.3 Duct Lkg to Outdoors: 19 CFM @ 25Pa (2.01 / Duct Lkg to Outdoors: 23 CFM @ 25Pa (2.05/ 100 s.f.) 100 s.f.) Window & Door S ep cs Window& Door Specs U-Value: 0.29, SHGC: 0.28 U-Value: 0.34, SHGC: 0.25 Door: R-3 Door: R-3 .Mechanical EgMiprnent Specs 'Mechariicgl Equipment S ep cs Heating:Air Source Heat Pump • Electric • 9.15 Heating:Air Source Heat Pump - Electric• 9.65 HSPF HSPF Cooling:Air Source Heat Pump • Electric• 17 Cooling:Air Source Heat Pump • Ele is• 19 SEER SEER Hot Water: Water er• atural Gas • 0.62 Hot Water: Water He ral .62 Energy Factor Energy Factor Builder or _ Professional Builder or D_ � ote na_ I Signature: Signature: New York 2016 Label New York 2016 Label County Road 48, Unit 3011 County road 48, Unit 302 Model: 3BR C3 1st End Model: 2BR B1 1st End Ekotrope RATER -Version: 3.2.3.2493 Ekotrope RATER-Version: 3.2.3.2493 Building Envelope Specs Building Envelope Specs Ceiling: R-38 Ceiling: R-0 Above Grade Walls: R-21 Above Grade Walls: R-21 Foundation Walls: N/A Foundation Walls: N/A Exposed Floor: N/A Exposed Floor: NIA Slab: R-10 Slab: R-10 Infiltration: 1065 CFM50 (5.22 ACH50) Infiltration: 758 CFM50 (4.85 ACH50) Duct Insulation: Supply: R6, Return: R6 Duct Insulation: Supply: R6, Return: R6 Duct Lkg to Outdoors: 26 CFM @ 25Pa (1.91 / Duct Lkg to Outdoors: 17 CFM @ 25Pa (1.73/ 100 s.f.) 100 s.f.) Window_ & Door Specs Window& Door Specs U-Value: 0.34, SHGC: 0.25 U-Value: 0.34, SHGC: 0.25 Door: R-3 Door: R-3 Mechanical Equipment Specs Mechanical Equipment Specs Heating:Air Source Heat Pump • Electric • 9.65 Heating:Air Source Heat Pump • Electric • 9.65 HSPF HSPF Cooling:Air Source Heat P p Electric• 19 Cooling:Air Source Heat Pump • Electric • 19 SEER SEER Hot Water: Water He atural • 0.62 Hot Water: Water Heat ral Gas • 0.62 Energy Factor Energy Factor Builder or _ fess' _ Builder or De r slonal Signature: Signature: New York 2016 Label New York 2016 Label County Road 48, Unit 303 County Road 48, Unit 304 Model: 1 BR A3 1 st Int Model: 1 BR A3 1 st Int Ekotrope RATER -Version: 3.2.3.2493 Ekotrope RATER-Version: 3.2.3.2493 i3uildingenvelope Specs Building Envelope Specs Ceiling: R-0 Ceiling: R-0 Above Grade Walls: R-21 Above Grade Walls: R-21 Foundation Walls: N/A Foundation Walls: N/A Exposed Floor: N/A Exposed Floor: N/A Slab: R-10 Slab: R-10 Infiltration: 671 CFM50 (5.43 ACH50) Infiltration: 778 CFM50 (6.30 ACH50) Duct Insulation: Supply: R0, Return: RO Duct Insulation: Supply: RO, Return: RO Duct Lkg to Outdoors: 19 CFM @ 25Pa (2.48/ Duct Lkg to Outdoors: 19 CFM @ 25Pa (2.48/ 100 s.f.) 100 s.f.) Window& Door Specs __ Window, & Door- Specs U-Value: 0.34, SHGC: 0.25 U-Value: 0.34, SHGC: 0.25 Door: R-3 Door: R-3 Mechanical Eq- ent Specs Mechanical Equipment Specs Heating:Air Source Heat Pump • Electric • 9.15 Heating:Air Source Heat Pump • Electric • 9.15 HSPF HSPF Cooling:Air Source Heat Pump • Electric• 17 Cooling:Air Source Heat Pump • Electric • 17 SEER SEER Hot Water: Water H Natural s • 0.62 Hot Water: Water tural Gas • 0.62 Energy Factor Energy Factor Builder or D rGf ional Builder oPA gj ssional Signature: �� Signatur New York 2016 Label New York 2016 Label County Roar/49, Unit 309 County Road 43, Unit 310 Model:A2 2nd Int Model: 2BR B2 2nd End Ekotrope RATER-Version: 3.2.3.2493 Ekotrope RATER-Version: 3.2.3.2493 Building Envelope Specs Building Envelope Specs Ceiling: R-38 Ceiling: R-38 Above Grade Walls: R-21 Above Grade Walls: R-21 Foundation Walls: N/A Foundation Walls: N/A Exposed Floor: R-0 Exposed Floor: R-0 Slab: R-10 Slab: R-10 Infiltration: 727 CFM50 (5.79 ACH50) Infiltration: 620 CFM50 (4.10 ACH50) Duct Insulation: Supply: R10.3, Return: R10.3 Duct Insulation: Supply: R10.3, Return: R10.3 Duct Lkg to Outdoors: 19 CFM @ 25Pa (2.01 / Duct Lkg to Outdoors: 23 CFM @ 25Pa (2.05/ 100 s.f.) 100 s.f.) Window& Door Specs Window& Door Specs U-Value: 0.29, SHGC: 0.28 U-Value: 0.34, SHGC: 0.25 Door: R-3 Door: R-3 Mechanical Eqpiprvuent Specs Mechanical Equipment Specs Heating:Air Source Heat Pump • Electric • 9.15 Heating:Air Source Heat Pump • Electric • 9.65 HSPF HSPF Cooling:Air Source Heat Pump • e • 17 Cooling:Air Source Heat Pum • tric • 19 SEER SEER Hot Water: Water He • N ral Gas • 0.62 Hot Water: Water H e atural Gas • 0.62 Energy Factor Energy Factor Builder.or _`g_ofes I Builder or _� Tonal Signature: Signature: New York 2016 Label New York 2016 Label County Road 48, Unit 401 County Road 48, Unit 403 Model: 213R 131 1st End Model: 213R 131 1st End Ekotrope RATER-Version:-3.2.3.2493 Ekotrope RATER-Version: 3.2.3.2493 :96111ding gn 7-:— _Aelope cs u 14:1ng nvolo: Sj5ecs 7' Ceiling: R-0 Ceiling: R-0 Above Grade Walls: R-21 Above Grade Walls: R-21 Foundation Walls: N/A Foundation Walls: N/A Exposed Floor: N/A Exposed Floor: NIA Stab: R-10 Slab: R-10 Infiltration: 558 CFM50 (3.57 ACH50) Infiltration: 538 CFM50 (3.44 ACH50) Duct Insulation: Supply: R6, Return: R6 Duct Insulation: Supply: R6, Return: R6 Duct Lkg to Outdoors: 17 CFM @ 25Pa (1.731 Duct Lkg to Outdoors: 17 CFM @ 25Pa (1.73 100 s.f.) 100 s.f.) ,W ndow&,D§4r:Tj:e:C�S .1 ::::jn:d6w,&poor S eds 7, -0-Value: 0.34, SHGC: 0.25 U-Value: 0.34, SHGC: 0.25 Door: R-3 Door: R-3 Mechtinital-g ul t ent, qqg� Heating:Air Source Heat Pump - Electric- 9.65 Heating:Air Source Heat Pump - Electric - 9.65 HSPF HSPF Cooling:Air Source Heat Pump - E tris- 19 Cooling:Air Source Heat Pump ® Electric- 19 SEER SEER Hot Water: Water Heat ral Gas - 0.62 Hot Water: Water Hea atural Gas- 0.62 Energy Factor Energy Factor S C Buflder OrD ssional -9�i fd-6r—r or `!§S1or1al % Signature: Now York 2016 Label New York 2016 Label County Road 48, Unit 402 County Road 48, Unit 404 Model: 313R C1 1st Int Model: 213R 132 2nd End Ekotrope RATER -Version: 3.2.3.2493 Ekotrope RATER-Version: 3.2.3.2493 'Building Envelop Au Lldliqg Ceiling: R-38 Ceiling: R-38 Above Grade Walls: R-21 Above Grade Walls: R-21 Foundation Walls: N/A Foundation Walls: N/A Exposed Floor: R-0 Exposed Floor: R-0 Slab: R-10 Slab: R-10 Infiltration: 939 CFM50 (4.64 ACH50) Infiltration: 825 CFM50 (5.45 ACH50) Duct Insulation: Supply: R10.6, Return: R10.6 Duct Insulation: Supply: R10.3, Return: R10.3 Duct Lkg to Outdoors: 26 CFM @ 25Pa (1.87 Duct Lkg to Outdoors: 23 CFM @ 25Pa (2.05 100 s.f.) 100 s.f.) ;Y YLndow JK—Do—cs, dow& Do6r,,Specs U-Value: U-Value: 0.34, SHGC: 0.25 Door: R-3 Door: R-3 chanical Mechanical ul , P Heating:Air Source Heat Pump - Electric - 9.65 Heating:Air Source Heat Pump - Electric - 9.65 HSPF HSPF Cooling:Air Source Heat Pump - Electric - 19 Cooling:Air Source Heat Pump - Electric - 19 SEER SEER Hot Water: Water Natural Gas - 0.62 Hot Water: Water H�e4A�atural Gas - 0.62 a Energy Factor Energy Factor Zulideror e rofessMonail or or, Signature L§jigEnatur New York 2016 Label New York 2016 Label County Road 48, Unit 405 County Road 48, Unit 501 Model: 2BR 132 2nd End Model: 213R 131 1st End Ekotrope RATER -Version: 3.2.3.2493 Ekotrope RATER-Version: 3.2.3.2493 AU:7�1�In g BuildingEn .9velp CS Rg—PPR Ceiling: R-38 Ceiling: R-0 Above Grade Walls: R-21 Above Grade Walls: R-21 Foundation Walls: N/A Foundation Walls: N/A Exposed Floor: R-0 Exposed Floor: N/A Slab: R-10 Slab: R-10 Infiltration: 746 CFM50 (4.93 ACH50) Infiltration: 588 CFM50 (3.76 ACH50) Duct Insulation: Supply: 810.3, Return: 810.3 Duct Insulation: Supply: R6, Return: R6 Duct Lkg to Outdoors: 23 CFM @ 25Pa (2.05 f Duct Lkg to Outdoors: 17 CFM @ 25Pa (1.73 100 s.f.) 100 s.f.) Window& D Soect —Window&Door &p —7 U-Value: 0.34, SHGC:�.26 U-Value: 0.34, SHGC: 0.25 Door: R-3 Door: R-3 Mecharlical E�1c iml. . � - Iecs Me04.n[qe1Epsi p_went qa Heating:Air Source Heat Pump - Electric- 9.65 Heating:Air Source Heat Pump - Electric - 9.65 HSPF HSPF Cooling:Air Source Heat Pump - El - 19 Cooling:Air Source Heat Pump - Electric- 19 SEER 7-- SEER Hot Water: Water Heat at I Gas - 0.62 Hot Water: Water Heater- Gas- 0.62 Energy Factor Energy Factor 7-7 BU I-------------- rorDe i 16n�3 u d der or't ss 1 a g il:,ill!�:;;;Ii;!I�;,�i;!,I,�i�l,;,��ii�l,n;ll,aI Builder orDesi ssidn Signature:,Signature: New York 2016 Label New York 2016 Label County Road 48, Unit 502 County Road 48, Unit 503 Model: 3BR C1 1st Int Model: 213R 131 1st End Ekotrope RATER-Version: 3.2.3.2493 Ekotrope RATER-Version: 3.2.3.2493 :11CUIgg�nv61qp pq�k Ceiling: R-38 Ceiling: R-0 Above Grade Walls: R-21 Above Grade Walls: R-21 Foundation Walls: N/A Foundation Walls: NIA Exposed Floor: R-0 Exposed Floor: N/A Slab: R-10 Slab: R-10 Infiltration: 906 CFM50 (4.48 ACH50) Infiltration: 672 CFM50 (4.30 ACH50) Duct Insulation: Supply: R10.6, Return: R10.6 Duct Insulation: Supply: R6, Return: R6 Duct Lkg to Outdoors: 26 CFM @ 25Pa (1.87 Duct Lkg to Outdoors: 17 CFM @ 25Pa (1.73 100 s.f.) 100 s.f.) ndow& Door' - ads )qi7Rdlo)K&�Doqr.,§p q 'U-Value: 0.34, SHGC: 0.25. U-Value: 0.34, SHGC: 0.25 Door: R-3 Door: R-3 Mq�q ahidal E iprnent S Heating:Air Source Heat Pump - Electric- 9.65 Heating:Air Source Heat Pump - Electric - 9.65 HSPF HSPF Cooling:Air Source Heat Pu Electric- 19 Cooling:Air Source Heat Pump - Electric- 19 SEER SEER Hot Water: Water He - Natural Gas - 0.62 Hot Water: Water Heater atural Gas- 0.62 Heater Energy Factor Energy Factor !!,p— 7.6 i `onaf Builder or De __gn, essiondl Build "D –Signature: Signature: -- — ..-- qfr—oilJm – New York 2016 Label New York 2016 Label County Road 48, Unit 504 County Road 48, Unit 505 Model: 2BR B2 2nd End Model: 2BR B2 2nd End Ekotrope RATER -Version: 3.2.3.2493 Ekotrope RATER-Version: 3.2.3.2493 Building Envelope Specs Building Envelop .Specs Ceiling: R-38 . Ceiling: R-38 Above Grade Walls: R-21 Above Grade Walls: R-21 Foundation Walls: N/A Foundation Walls: N/A Exposed Floor: R-0 Exposed Floor: R-0 Slab: R-10 Slab: R-10 Infiltration: 639 CFM50 (4.22 ACH50) Infiltration: 888 CFM50 (5.87 ACH50) Duct Insulation: Supply: R10.3, Return: R10.3 Duct Insulation: Supply: R10.3, Return: R10.3, Duct Lkg to Outdoors: 23 CFM @ 25Pa (2.05/ Duct Lkg to Outdoors: 23 CFM @ 25Pa (2.051 100 s.f.) 100 s.f.) Window & D®or Specs _ Window& Door,Specs U-Value: 0.34, SHGC: 0.25 U-Value: 0.34, SHGC: 0.25 Door: R-3 Door: R-3 Mechanical EgUipment Specs :Mechanical' Equipment Specs Heating:Air Source Heat Pump • Electric • 9.65 Heating:Air Source Heat Pump • Electric • 9.65 HSPF HSPF Cooling:Air Source Heat Pum lectric• 19 Cooling:Air Source Heat Pump • Electric • 19 SEER SEER Hot Water: Water H r• ral Gas • 0.62 Hot Water: Water He ral Gas • 0.62 Energy Factor Energy Factor Builder or -ign _ pfi 'oral Builder or [UNProfi Signature: Signature: New New York 2016 Label New York 2016 Label County Road 48, Unit 601 County Road 48, Unit 602 Model: 2BR 131 1st End Model: 3BR C1 1st Int Ekotrope RATER-Version: 3.2.3.2493 Ekotrope RATER-Version: 3.2.3.2493 g—!�Il d 1 ri--e _Sgds Ceiling: R-0 Ceiling: R-38 Above Grade Walls: R-21 Above Grade Walls: R-21 Foundation Walls: N/A Foundation Walls: N/A Exposed Floor: N/A Exposed Floor: R-0 Slab: R-10 Slab: R-10 Infiltration: 533 CFM50 (3.41 ACH50) Infiltration: 920 CFM50 (4.55 ACH50) Duct Insulation: Supply: R6, Return: R6 Duct Insulation: Supply: R10.6, Return: R10.6 Duct Lkg to Outdoors: 17 CFM @ 25Pa (1.73 Duct Lkg to Outdoors: 26 CFM @ 25Pa (1.87 100 s.f.) 100 s.f.) [n:d::c::)W: L&�c 7 —Undow&Vqqr SP CS U-Value: 0.34, SHGC: 0.25 U-Value: 0.34, SHGC: 0.25 Door: R-3Door: R-3 '- se picaqL�F- yi rqqhfS 'e'�Cs- ' Heating:Air Source Heat Pump - Electric - 9.65 Heating:Air Source Heat Pump - Electric - 9.65 HSPF HSPF Cooling:Air Source Heat Pum - ectric- 19 Cooling:Air Source Heat Pump - Electric - 19 Source Heat ZP Sourc um SEER SEER Hot Water: Water He tura) Gas - 0.62 Hot Water: Water He 0 atural Gas - 0.62 Energy Factor Energy Factor t3u F r S! n 0 a _0 -9611der or 0), na lidde–Fo—rD- 6 Signature: Signature: New York 2016 Label New York 2016 Label County Road 48, Unit 603 County Road 48, Unit 604 Model: 3BR C3 1 st End Model: 3BR C3 1 st End Ekotrope RATER-Version: 3.2.3.2493 Ekotrope RATER-Version: 3.2.3.2493 7-7 '13614!nOnve . ", , I PACPS-1 110S–Spnc�' 7 Ceiling: R-38 Ceiling::-R-38 Above Grade Walls: R-21 Above Grade Walls: R-21 Foundation Walls: N/A Foundation Walls: N/A Exposed Floor: N/A Exposed Floor: N/A Slab: R-10 Slab: R-10 Infiltration: 920 CFM50 (4.51 ACH50) Infiltration: 796 CFM50 (3.90 ACH50) Duct Insulation: Supply: R6, Return: R6 Duct Insulation: Supply: R6, Return: R6 Duct Lkg to Outdoors: 26 CFM @ 25Pa (1.91 Duct Lkg to Outdoors: 26 CFM @ 25Pa (1.91 100 s.f.) 100 s.f.) W h7ld—owg ,— w& 'Spgc� __4_- o_�!jr�ApqcdoDo –- — U-Value: 0.34, SHGC: 0.25 U-Value:-b734, SHGC: 0.25 Door: R-3 Door: R-3 'pnt S dds, Heating:Air Source Heat Pump - Electric- 9.65 Heating:Air Source Heat Pump ® Electric - 9.65 HSPF HSPF Cooling:Air Source Heat Pu - Electric - 19 Cooling:Air Source Heat Pump - Electric - 19 Source Heat "-'ecr' SEER SEER Hot Water: Water He r- Natural Gas • 0.62 Hot Water: Water He Natural,%�- Natural Gas - 0.62 Energy Factor nergy Factor Energy Factor 1 r or D ofess Builder or D i ofess, Builder or, �Tt tur Signature: Signatur New York 2016 Label New York 2016 Label County Road 48, Unit 605 County Road 48, Unit 701 Model: 2BR B2 2nd End Model: 313R C3 1st End Ekotrope RATER-Version: 3.2.3.2493 Ekotrope RATER-Version: 3.2.3.2493 Builcrjng Envelope Specs Building Envelope Specs Ceiling: R-38 Ceiling: R-38 Above Grade Walls: R-21 Above Grade Walls: R-21 Foundation Walls: N/A Foundation Walls: N/A Exposed Floor: R-0 Exposed Floor: N/A Slab: R-10 Slab: R-10 Infiltration: 720 CFM50 (4.76 ACH50) Infiltration: 895 CFM50 (4.39 ACH50) Duct Insulation: Supply: R10.3, Return: R10.3 Duct Insulation: Supply: R6, Return: R6 Duct Lkg to Outdoors: 23 CFM @ 25Pa (2.051 Duct Lkg to Outdoors: 26 CFM @ 25Pa (1.91 / 100 s.f.) 100 s.f.) ,Window& Door Specs ;Mindow& Door Specs U-Value: 0.34, SHGC: 0.25 U-Value: 0.34, SHGC: 0.25 Door: R-3 Door: R-3 Mechanical Equipment Specs Mechanical Equipment Specs Heating:Air Source Heat Pump o Electric o 9.65 Heating:Air Source Heat Pump o Electric m 9.65 HSPF HSPF Cooling:Air Source Heat Pump • Electric • 19 Cooling:Air Source Heat Pump • Electric• 19 SEER SEER Hot Water: Water Heater atur as 1- 0.J62 Hot Water: Water Heat atural Gas • 0.62 Energy FactorEnergy Factor 'Builder or Des'_ n r ssional Builder or D ofessional Signature: Signature: New York 2016 Label New York 2016 Label County Road 48, Unit 702 County Road 48, Unit 703 Model: 313R C1 1st Int Model: 313R C1 1st Int Ekotrope RATER-Version: 3.2.3.2493 Ekotrope RATER-Version: 3.2.3.2493 Building Envelope Specs__ Building Envel® w pe Spe Ceiling: R-38 ~� Ceiling: R-38 �� Above Grade Walls: R-21 Above Grade Walls: R-21 Foundation Walls: N/A Foundation Walls: N/A Exposed Floor: R-0 Exposed Floor: R-0 Slab: R-10 Slab: R-10 Infiltration: 1029 CFM50 (5.09 ACH50) Infiltration: 1029 CFM50 (5.09 ACH50) Duct Insulation: Supply: R10.6, Return: R10.6 Duct Insulation: Supply: R10.6, Return: R10.6 Duct Lkg to Outdoors: 26 CFM @ 25Pa (1.87 l Duct Lkg to Outdoors: 26 CFM @ 25Pa (1.87 I 100 s.f.) 100 s.f.) Window& Door Specs � Window& Door Specs U-Value: 0.34, SHGC: 0.25 U-Value: 0.34, SHGC: 0.25 Door: R-3 Door: R-3 Mechanical Equipment Specs Mechanical Equipment Specs Heating:Air Source Heat Pump e Electric . 9.65 Heating:Air Source Heat Pump ® Electric - 9.65 HSPF HSPF Cooling:Air Source Heat Pum • Electric • 19 Cooling:Air Source Heat Pump • Electric . 19 SEER SEER Hot Water: Water er a atural Gas • 0.62 Hot Water: Water He • Natural Gas a 0.62 Energy Factor Energy Factor 'Builder or sT P_ rofessional� Builder or P ' al Signature Signature- New York 2016 Label New York 2016 Label County Road 48, Unit 704 County Road 48, Unit 705 Model: 2BR 131 1st End Model: 2BR B2 2nd End Ekotrope RATER-Version: 3.2.3.2493 Ekotrope RATER-Version: 3.2.3.2493 7-7 ff-U7!fl!d 1 Builldin Enve 1�,Etivelope 9V Ceiling: R--O Ceiling: R-38 Above Grade Walls: R-21 Above Grade Walls: R-21 Foundation Walls: N/A Foundation Walls: N/A Exposed Floor: N/A Exposed Floor: R-0 Slab: R-10 Slab: R-10 Infiltration: 929 CFM50 (5.94 ACH50) Infiltration: 1053 CFM50 (6.96 ACH50) Duct Insulation: Supply: R6, Return: R6 Duct Insulation: Supply: R10.3, Return: R10.3 Duct Lkg to Outdoors: 17 CFM @ 25Pa (1.73 1 Duct Lkg to Outdoors: 23 CFM @ 25Pa (2.05 100 s.f.) 100 s.f.) Window,,& 66®x,efts' U-Value: 0.34, SHGC: 0.25 U-Value: 0.34, SHGC: 0.25 Door: R-3 Door: R-3 ;Me0jn1qafEqdip ht S —_y!e Heating:Air Source Heat Pump - Electric - 9.65 Heating:Air Source Heat Pump - Electric - 9.65 HSPF HSPF Cooling:Air Source Heat Pu ctric - 19 Cooling:Air Source Heat Pump ® Electric- 19 SEER SEER Hot Water: Water H ter- at . as - 0.62 Hot Water: Water Heater, Gas - 0.62 Energy Factor Energy Factor ---------------- I - I � atom[ 1 der or 'S Builder'orDesi - '� -Signature: Signature: L11AA L. K. McLean Associates P.C. ❖ 437 South Country Road • Brookhaven • New York • 11719 (631)286-8668 - FAX(631)286-6314 ❖ 25 Newbridge Road • Suite 304 • Hicksville •'New York 11801 https://www.lkma.com RAYMOND G.DIBIASE,P.E.,PTOE,PTP,PRESIDENT and CEO Associates ROBERT A STEELE,P.E.,EXECUTIVE VICE PRESIDENT CHRISTOPHER F.DWYER JAMES L.DeKONING,P.E.,VICE PRESIDENT STEVEN W EISENBERG,P.E. ANDREWS.SPEISER MATTHEW C.JEDLICKA,LEED AP KEITH J.MASSERIA,P E. VINCENT A CORRADO,P.E. July 17, 2020 TAMARA L.STILLMAN,P.L.S. Town of Southold Planning Department- Town Hall Annex Building 54375 Route 25 D "��'' P.O. Box 1179 l.5 V D Southold,NY 11971 J U L 2 8 2020 Attn: Mr. John Jarski,Planner Re: Vineyard View,LLC—"Vineyard View" Community BUILDING DEPT. TOS •�-g.-�';Yr'TJ'�'HOLD Letter Certifying Construction of Final Drainage PIan Project#: 17106.000 (SCTM#: 1000-040-03-01) Dear Mr. Jarski: Pursuant.to the Town Planning Department's request, we hereby certify that the revised drainage plan associated with the construction of the above referenced affordable (work-force) housing complex in Greenport was constructed in strict accordance with the plans submitted(via email)to the Southold Town Engineer and New York State Department of Environmental Conservation on January 21, 2020. Neither office objected to the revised plan which incorporated additional connector piping,enhanced sand collar material,shallow diffusion wells and an overflow structure with indirect discharge to the freshwater wetland buffer area. Water quality objectives were achieved by providing overflow storage within natural retention areas populated with native grasses/plantings and having multiple leaching pools before entering the overflow discharge chamber(bubbler) along the south side of Building#2. This important component of the project has been completed to our office's satisfaction. L ' If your office should have any questions relative to this site plan approval sub Tease do not hesitate to contact this office directly. ZE 0 F Very yours, A. ac 077397 Robert A. Steele P. Ex sident RAS:cfd L.K McLean Associates PC CC: Joanna Cuevas, Village View, LLC Michael Collins P.E., Southold Town Engineer TODAY'S CHALLENGES I TOMORROW'S SOLUTIONS Since 1950 I FIELD INSPECTION REPORT DATE COMMENTS t FOUNDATION(1ST) cA -------------------------------- FOUNDATION ------------------------------FOUNDATION (2ND) -04 l�v�b 4S ROUGH FRAMING& PLUMBING y V r INSULATION PER N.Y. STATE ENERGY CODE C� FINAL / r� .00101 L---- ADDITIONAL COMMENTS V ( " qq(a�S 44 oQ l� 's jqe ' iO a- men D D � 6 dtfl �?& rn AA4d �s X If Ak -%a --FIA Pi b y 00 � y C f �roro7 H ��pF SOUIyo 1` � �• �iV� V l(�/ # TOWN OF SOUTHOLD BUILDING DEPT. �`y�nuuxnN�'' 765-1802 INSPECTION = [ ] FOUNDATION 1ST 4 [ ] ROUGH PLBG. [ ] [; ] INSULATION/CAULKING-c FOUNDATION 2ND = [ ] FRAMING /STRAPPING ) FINAL rl�e [ ]-FIREPLACE &-CHIMNEY =[)C] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL-(FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: - 2c% i4LA Gt, e57 DATE ZINSPECTOR T OFSOUT ,`py�0 bpm # * TOWN OF SOUTHOLD BUILDING DEPT. cou765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH-PLBG. [ ] FOUNDATION 2ND [s" ] INSULATION/CAULKING [ ] FRAMING /STRAPPING FINAL 9XIAl,e6g& [" ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Sr'sr-tel DATE 7 2-a INSPECTOR TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUII4D®NG°DEPARTMENT Do you have or need the following,before applying? TOWN HALL , Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: ('631) 765-1802 Planning Board approval FAX: ( 31),765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form; Contact: Approved ,20 Mail to: Disapproved a/c _ff 04 Phone: Expiration 120 Buildin Spector APPLICATION FOR BUILDING PERMIT Date June 18 , 20 19 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. Vineyard View Housing Development Fund Company, Inc. (Signature of applicant or name,if a corporation) 2100 Middle Country Road, Centereach, NY 11720 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Owner Name of owner of premises Vineyard View Housing Development Fund Company, Inc. (As on the tax roll or latest deed) I%ica corporatioa ignature of duly authorized'pofficer= vee d ey1 Civ a e nd title of corporate officer) Builders Lice se No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 62600 County Road 48, Community Building, Greenport House Number Street Hamlet County Tax Map No. 1000 Section 40 Block 03 Lot 01 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy undeveloped i b. Intended use and occupancy multifamily 3. Nature of work (check which applicable):New Building X Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost-$1,024,577 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 5 Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. NA 7. Dimensions of existing structures, if any: Front NA Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front NA Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 62' Rear 62' Depth 49' Height 25' Number of Stories 2 9. Size of lot: Front 393.5' Rear 432.43' Depth 908.43' 10. Date of Purchase 4/15/19 Name of Former Owner KACE LI, LLC 11. Zone or use district in which premises are situated HD 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded? YES x NO Will excess fill be removed from premises? YES NO 14. Names of Owner of aremises Conifer Realty 56 Railroad Avenue, Copiague NY, 631.721.9555 Name of Architect— BHC Architects 1300 Walt Whitman Road, Melville, NY 631.300.1010 Name of Contractor_ Conifer LeChase 205 Indigo Creek Dr, Rochester, NY 585.760.5336 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES X NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Svffll(k ) Gwen O'Shea being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the President (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that tl;� cy pN� b�� performed in the manner set forth in the application filed therewith. ; P••coMM'•.F�p�. � ••��3115/7�F-F,c• i � O 20. •o r NOTARY PUBLIC Swo go before me this a QUALIFIED IN • 2`l� day of 11AL 201 NASSAU . • COUNTY • r ••2 ,� I —, �s�y O�rHE6106��•h�� Notary Public ign ture of Applicant °s, '40 Michael J.Domino,President �*rjf SjfrO Town Hall Annex John M. Bredemeyer III,Vice-President �� l0 54375 Route 25 P.O.Box 11 Glenn Goldsmith [ Southold,New York 11971 A.Nicholas Krupski G • Telephone (631) 765-1892 Greg Williams ' Fax(631) 765-6641 O _el�U0,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 9174A Date of Receipt of Application: February 23, 2018 l,y 3 Applicant: Kace LI, LLC c/o Michael Kontokosta SCTM#: 1000-40-3-1 Project Location: 825 North Road, Greenport Date of Resolution/Issuance: March 23, 2018 Date of Expiration: March 23, 2020 Reviewed by: Board of Trustees Project Description: To conduct minor construction activities within 100' from the landward edge of the wetlands for the construction of a 50-unit affordable housing development with a community building, communal play & recreation areas, on-site parking lots, and various rain garden/stormwater retention areas for drainage; and to install and maintain throughout all construction a line of staked hay bales and/or silt fencing to be installed no closer than 100' from the landward edge of wetlands. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by L.K. McLean Associates, P.C., dated February 23, 2018, and stamped approved on March 23, 2018. Special Conditions: None. Inspections: Final Inspection & Hay/Bale and/or Silt Fencing. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. Michael J. Domino, President Board of Trustees Glenn Goldsmith,President so Town Hall Annex Michael J.Domino,Vice-President �O� ��® 54375 Route 25 P.O. Box 1179 John M.Bredemeyer III Southold,New York 11971 A.Nicholas Krupski "' Telephone(631) 765-1892 Greg Williams �O ® �� Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1724C Date: July 16, 2020 THIS CERTIFIES that the conduct of minor const-ruction.activities Within 100' from the landward edge of the wetlands for the construction of a 50-unit affordable housing development with a community building communal play &recreation areas,-on-site parking lots,'and various rain garden/stormwater retention areas for drainage: and to install and maintain throughout all construction a line of staked hay_ bales and/or silt fencing to be installed no closer than 100'from the landward edp-e of wetlands.; At 62600 C.R. 48, Greenport Suffolk County Tax Map#1000-40-3-1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated February 23, 2018 pursuant to which Trustees Administrative Permit#9174A Dated March 23, 2018, was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the conduct of minor construction activities withih 100'from the 1azidward edge of the wetlands for the construction of a 50--unit affordable housing development with a connnnu ity_ building communal'play &recreation areas on-site parking lots and various rain garden/stormwater retention areas for drainage; and to install and maintain throughout all _construction a line of staked hay_ bales and/or silt fencing to be installed no closer than 100' from the landward edge of wetlands. The certificate is issued to Kace LI. LLC c/o Michael Kontokosta owner of the aforesaid Y_ rty. Authorized Signature NEW YQRK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY L Stony Brook,50 Circle Road,Stony Brook,NY 11790 P (631)444-0365 1 F•(631)444-0360 www dec.ny.gov LETTER OF NO-JURISDICTION: FRESHWATER WETLANDS ACT & NOTIFICATION OF POSSIBLE ENDANGERED SPECIES ACT JURISDICTION September 18, 2018 Vineyard View LLC 1000 University Ave., Ste. 500 Rochester, NY 14607 Re: DEC# 1-4738-03637/00002 62600 Co Rt. 48 Greenport, NY 11944 SCTM# 1000-40-03-01 Dear Vineyard View LLC: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: Your proposed project, to construct a 50-unit housing development with a community building and communal play and recreation areas, as shown on the plans prepared by BHC Architects/ L.K. McLean Associates, P.C. last revised July 19, 2018, is more than 100 feet from regulated freshwater wetlands. Therefore, no permit is required pursuant to the Freshwater Wetlands Act(Article 24) and its' implementing regulations (6NYCRR Part 663). Be advised, that all construction, clearing, and/or ground disturbance must remain more than 100 feet from the freshwater wetland boundary. In addition, all excavated sediments must be contained on your property and prevented from washing into the street and subsequently into the wetland. Furthermore, any additional work, or modification to the project as described, including any expansion of the lawn area beyond the "proposed silt fence installed at limits of clearing" shown on the referenced plan, may require authorization by this Department. Please contact this office if such are contemplated. Please be further advised that DEC has documented the presence of suitable habitat for the Northern Long Eared Bat (NLEB) on the subject property; in addition, the occurrence of this species in multiple locations in the surrounding area has been confirmed by this Department. The Northern Long Eared Bat is listed by both New York State and the U.S Fish &Wildlife Service as a threatened species. Your proposed project could result in a "take" of this protected species if tree cutting were performed when any Northern Long Eared Bats were actively using roost trees on the property. The term "take" is defined in part as the direct killing or injury of individual members of a protected species, interference with critical breeding, foraging, migratory or other essential behaviors, or the adverse modification of the species' habitat The r NE%V YOP.K I Department of S swrUI 1 U YU,e rY Environmental Conservation i i 1 f �1 "take" of a species listed as endangered or threatened is prohibited in the absence of a permit from this Department issued pursuant to ECL §11-535. i Since the habitat at the project site is similar in structure to confirmed habitat for this species in nearby areas, it is reasonable to anticipate that the NLEB could potentially use this area during the summer roosting season. In order to avoid the Endangered Species "take" situation, we strongly recommend that NO tree cutting activities be conducted at the project site between the dates of April 1 and October 31 of each calendar year. In the event that tree management activities take place between April 15'and October 311, and any bats are observed flying from a tree, or on a tree that has been cut, tree management activities in the area should be suspended and DEC Wildlife staff notified immediately (at 631-444,0307 or kevin.jennmgs@dec.ny.gov). An Incidental Take permit may be required to continue work prior to November 111 Finally, please be aware that DEC's guidance on NLEB management is subject to change as new information becomes available; thus while an Incidental Take permit is not required for the referenced project at this time, it may be required in the future. If you have questions about the presence of protected species on or near your property, the potential effects of activities on these species or your responsibilities as a landowner or project sponsor under the Endangered Species Regulations, please contact the Regional Wildlife Manager at (631) 444-0307. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Check#14665 for$100 is being returned to L.K. McLean Associates with their copy of this letter. Currently, no fee is required for a jurisdictional determination. Sincerely, George W. Hammarth Permit Administrator sla cc: L.K. McLean Associates, P.C. BOH Wildlife file q OFFICE LOCATION: MAILING ADDRE, S: Town Hall Annex tf:Soup,.- P.O.Box 1179 1 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold,NY www.southoldtownny.gov 5n. PLANNING BOARD OFFICE TOWN OF SOUTHOLD D C DVR DD July 23, 2020 J U L 2 4 2020 Christopher F. Dwyer L.K. McLean Associates PC WELDING DEPT. 437 South County Road f7T)fIOLD Brookhaven, NY 11719 Re: Approved Residential Site Plan for Vineyard View Located at 62600 CR 48, ±1,600' n/e/o Chapel Lane & CR 48, Greenport SCTM#1 000-40.-3-1 Zoning District: Hamlet Density- HD Dear Mr. Dwyer: The Planning Board has found that the requirements of the above-referenced Site Plan have been completed based on the site inspections made on July 13, 2020 and July 15, 2020. The site is now in conformance with the Approved Residential Site Plan entitled Vineyard View" prepared by L.K. McLean Associates, P.C., dated March 5, 2018, and last revised December 18, 2018. This letter does not condone any other changes from the approved Residential Site Plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Respectfully,, C—N �L)OIJ Donald J. Wilcenski Chairman cc: Michael-Verity, Chief Building Inspector Michael Collins, Town Engineer r a OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex *0 soar P.O.Box 1179 54375 State Route 25 ��� y�lO Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 N www.southoldtow-nny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 12, 2019 Christopher F. Dwyer L.K. McLean Associates PC 437 South County Road Brookhaven, NY 11719 Re: Approved Residential Site Plan for Vineyard View Located at 62600 CR 48, ±1,600' n/e% Chapel Lane & CR 48, Greenport SCTM#1000-40.-3-1 Zoning District: Hamlet Density- HD Dear Mr. Dwyer: This letter is to inform you that conditions A - D detailed in the January 14, 2019 Planning Board resolution approving the site plan have been satisfied. Enclosed, please find the endorsed site plans for the residential site plan application referenced above. We have also enclosed the Planning Board letter dated January 17, 2019 permitting clearing to begin prior to building permits being issued. If you have any questions regarding this Site Plan or its process, please do not hesitate to call this office. Respectfully, Brian A. Cummings Planner cc: Joanna Cuevas, Conifer Michael Verity, Chief Building Inspector with map James Richter, Stormwater Manager with map Encl. r OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ��F so P.O.P.O.Box 1179 Southold,NY 11971 54375 State Route 25 � (cor.Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold,NY N �r www.southoldtownny.gov 51, �O o��COUMy PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 17, 2019 Christopher F. Dwyer - L.K. McLean Associates PC 437 South Countj% Road Brookhaven, NY 11719 Re: Site Plan Approval: Residential Site Plan for Vineyard View Located at 62600 CR 48, ±1,600' n/e/o Chapel Lane & CR 48, Greenport SCTM#1000-40.-3-1 Zoning District: Hamlet Density - HD 'Dear Mr. Dwyer: The following resolution was adopted at a meeting of the Southold Town Planning Board on January 14, 2019: WHEREAS, this proposed Residential Site Plan is for 50 multiple dwelling,-units in seven buildings. All units are proposed to be offered for rent at rates set by the federal government for affordability for the next 50 years. The plan includes 14 one-bedroom units, 22 two-bedroom units and 14 three-bedroom units, a 2,649 sq. ft. community center, 104 parking spaces; and various other associated site improvements, on a vacant 17.19-acre parcel of which 10 acres will be preserved as open space (6.3 acres upland and 3.7 acres wetlands), in the Hamlet Density (HD) Zoning District located on the s/s of County Road 48 ±1,600' n/e/o Chapel Lane, Greenport; and WHEREAS, on February 28, 2018 and March 22, 2018, Christopher Dwyer, authorized agent, submitted a Residential Site Plan Application for review; and WHEREAS, on March 26, 2018, the Planning Board accepted the application as complete for review; and WHEREAS, on April 6, 2018, the Planning Board, pursuant to Southold Town Code §280- 131 C., distributed the application to the required agencies for their comments; and I - Vineyard View Page 2 January 17, 2019 WHEREAS, on April 9, 2018, the Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; and WHEREAS, on April 9, 2018, the Planning Board set the preliminary public hearing for May 7, 2018; and WHEREAS, on April 10, 2018, Christopher Dwyer, authorized agent, submitted a code- compliant photometric plan for review; and WHEREAS, on April 10, 2018, the Southold Town Chief Building Inspector determined that the proposed use is not permitted in the Hamlet Density (HD) Zoning District; and WHEREAS, on April 18, 2018, the Architectural Review Committee (ARC) approved the proposed action as submitted; and WHEREAS, on April 20, 2018, the Suffolk County Department of Health Services (SCDHS) determined that a wastewater treatment permit is required; and WHEREAS, on April 27, 2018, the Southold Town Transportation Commission provided recommendations to the Planning Board; and WHEREAS, on May 4, 2018, the Suffolk County Water Authority (SCWA) issued a letter of water availability for the subject site; and WHEREAS, on May 7, 2018, a Preliminary Public Hearing was held and closed; and WHEREAS, on May 14, 2018, the Southold Town Trustees approved the proposed action as submitted; and WHEREAS, on May 16, 2018, the Planning Board sent a request to the Southold Town Zoning Board of Appeals (ZBA) for a determination on whether the proposed use is permitted in the Hamlet Density (HD) zoning district; and WHEREAS, on May 29, 2018, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on May 31, 2018, the Greenport Fire District determined there was adequate fire protection for the site; and WHEREAS, on June 20, 2018, the Southold Town Engineer reviewed the proposed application and determined the site plan met the minimum requirements of Chapter 236 for Storm Water Management; and Vineyard View Page 3 January 17, 2019 WHEREAS, on June 22, 2018, the Planning Board reviewed the proposed application and required a Visual Impact Analysis due to the property's location on the New York State Scenic Byway. They also required some additional information, and that the driveway location be marked at the site to facilitate a site visit by the Planning Board and the Suffolk County Department of Public Works (SCDPW); and WHEREAS, in answer to the request by the Planning Board for a clarification on interpreting the bulk schedule relative the density and unit size for this project, as well as a determination on the proposed use and whether it is permitted in the Hamlet Density zoning district, the Southold Town Zoning Board of Appeals (ZBA), on July 30, 2018, determined the following: (1) the Planning Board's utilization of the Density, Minimum Lot Size and Bulk Schedules in the Town Code as described is consistent with the Zoning Code; and (2) the residential site plan known asVineyard View, consisting of seven (7) multiple dwellings containing a total of 50 dwelling units, as applied for, is a permitted use in the HD zoning district and all of the proposed dwelling units comply with Density, Minimum Lot Size and Bulk Schedules in the Town Code pursuant to ZBA file #7195; and WHEREAS, on August 6, 2018, a Public Hearing was held and kept open for written comments until August 20, 2018; and WHEREAS, on August 7, 2018, Christopher Dwyer, authorized agent, submitted a Visual Impact Analysis for review; and WHEREAS, on September 5, 2018, the Planning Board accepted the revised yield map dated October 2017 and last revised August 30, 2018. The yield map required revision due to the New York State Department of Environmental Conservation's requirement that a different wetlands delineation than the one they originally used was required; and WHEREAS, on September 12, 2018, Christopher Dwyer, authorized agent, submitted a revised photometric plan for review; and WHEREAS, on September 14, 2018, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the proposed project and determined the project to be consistent with Southold Town LWRP policies with recommendations to the Planning Board; and WHEREAS, at a Work Session on September 24, 2018, the Planning Board reviewed the proposed application and required revisions to the Site Plan to make it comply with various applicable sections of the Town Code; and WHEREAS, on September 25, 2018, the Planning Board received a Letter of No Jurisdiction from the New York State Department of Environmental Conservation with r , Vineyard View Page 4 January 17, 2019 recommendations for the protection of Northern Long-eared Bats, a federal and state-listed threatened species; and WHEREAS, on October 9, 2018 the Suffolk County Planning Commission (SCPC) provided comments regarding the proposed action; and WHEREAS, on October 15, 2018, the Southold Town Planning Board, as Lead Agency pursuant to SEQRA, made a determination of non-significance for the proposed action and granted a Conditioned Negative Declaration; and WHEREAS, on October 15, 2018, the Southold Town Planning Board determined that while the proposed residential site plan presents a proper case for requiring a park, a suitable park cannot be properly located on the property, and a fee of$343,000.00 is required in lieu thereof; and WHEREAS, on October 15, 2018, the Southold Town Planning Board determined that the proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and WHEREAS, on October 23, 2018, the Southold Town Board passed a resolution, (2018- 946) to waive the Park & Playground fee for this application; and WHEREAS, on October 25, 2018, the Suffolk County Department of Public Works (SCDPW) determined that a highway work permit is required; and WHEREAS, on December 14, 2018 the Planning Board received a Bond Estimate (aka Performance Guaranty) and referred it to the Office of the Town Engineer for review; and WHEREAS, on January 4, 2019, Christopher Dwyer, authorized agent, submitted revised site plans for review; and WHEREAS, at their meeting on January 14, 2019, the Planning Board approved the Bond Estimate (aka Performance Guaranty) in the amount of $223,185.30, and recommended same to the Town Board; and WHEREAS, on January 14, 2019, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280 — Site Plan Approval of the Town of Southold were met; and RESOLVED,.that the,Southold Town Planning Board hereby grants Approval With Conditions, listed below, of the residential site plan entitled "Vineyard View" prepared by L.K. McLean Associates, P.C., dated March 5, 2018, and last revised December 18, 2018, and authorizes the Chairman to endorse the site plan after Conditions "A" through "D" below are met: Vineyard View Page 5 January 17, 2019 Conditions (to be fulfilled prior to approval/endorsement of site plan) A. Obtain approval from the Suffolk County Department of Health Services (SCDHS) and provide one (1) print of the approved plan including the allowable flow for the site with the seal, stamp and signature of the SCDHS. B. Obtain a highway work permit from the Suffolk County Department of Public Works (SCDPW). C. Performance guaranty (aka Bond) estimate approved by resolution of the Town Board, as submitted on 12/17/2018. The intent of this performance guaranty is to include any off-site improvements required by the Board, and, at a minimum, enough funds to take the necessary steps to secure or restore the site (e.g. security fence) and prevent erosion and runoff, and any other hold-over measures should there be a failure on the part of the applicant to complete the project. D. Performance Guaranty submitted and accepted by Planning Board and Town Board. Conditions of approval (ongoing) Vineyard View Site Plan Application Approved January 14, 2019 1. There shall be no subdivision of this parcel resulting in additional building lots. No lot lines shall be changed unless authorized by the Town Planning Board by a majority plus one vote and after a public hearing. 2. All aspects of the project shall be constructed and maintained substantially in accordance with the approved site plan including the architectural drawings, except where the site plan is amended as authorized by the Town Planning Board. 3. Covenants and Restrictions (C&Rs) acceptable to the Planning Board are to be filed by the applicant with the Office of the Suffolk County Clerk prior to receiving certificates of occupancy. 4. The community building and grounds are for the personal enjoyment of the occupants of units in Vineyard View and their guests, and shall not be rented or leased for use by others for special events, including but not limited to weddings, fund-raisers and parties. 5. There shall be no more than 50 dwelling units. Accessory apartments are not permitted. 6. The property owner will provide signage for bike safety as frequently as the Suffolk County Department of Public Works (SCDPW) will allow in the stretch of CR 48 between the site's driveway and Moore's Lane; on both sides of the road. The design of Vineyard View Page 6 January 17, 2019 the signs will be in accordance with the SCDPW. In addition, the Town Planning Board will send a request to the SCDPW for additional measures to provide bicycle and pedestrian safety along this stretch of CR,48, and if additional measures such as pavement markings or additional signage are approved by the County prior to their receiving their certificate of occupancy, Conifer will install them in the shoulders between the site driveway and Moore's Lane. 7. The property owner will purchase and install a bus shelter as shown on the approved site plan, if approved by the SCDPW prior to their receiving their certificate of occupancy. The design of the bus shelter must be substantially similar in appearance to the other bus shelters located in the Town,'or otherwise acceptable to the Town Planning Board. The property owner shall maintain any future bus shelter located at this site. 8. All exterior lighting on the property, including lighting on the residential units, shall comply with the provisions of Chapter 172 of the Town Code, and the lighting plan pages of the approved site plan. Any future exterior light fixtures not shown on the approved site plan must be reviewed for compliance and approved by the Planning Board prior to installation. 9. All exterior signage on the property, shall comply with Town Code. Any future signage not shown on the approved site plan must be reviewed for compliance and approved by the Planning Board prior to installation. 10.Parking for residents or visitors to this development is permitted in designated parking areas only. No parking on County Road 48. 11.All,trees and landscaping are required to be maintained by the property owner as shown on the approved site plan. Should a tree die or otherwise be destroyed, it must be replaced with the,same species and size as shown on the approved site plan within 6 months. Any change in tree or landscaping species must be approved in writing by the Planning Board. 12.Affordability a. In years 1 through 50, the maximum rents and maximum family income of tenants shall be in accordance with section 42 of the IRS tax code, or as Section 42 may be amended in the future. Fifty percent of the units shall be affordable and reserved for households earning up to 50% of the U.S. Department of Housing and Urban Development (HUD) Area Median Income (AMI) for Nassau and Suffolk County (or the current designated geography) and 50% of the units shall be affordable and reserved,for households earning up to 60% HUD AMI for Nassau and Suffolk County (or the current designated geography). Year 1 begins upon receipt of the final certificate of occupancy 4 Vineyard View Page 7 January 17, 2019 b. From year 51 on, 50% of the units shall be affordable and reserved for families earning up to 80% of the HUD Area Median Income for Nassau and Suffolk County (or the current designated geography) in accordance with the"same formula used in calculating Section 42 rents and income. c. The owner or manager of this property will provide updates on the AMI and utility allowances to the Town Planning Board and Town Government Liaison annually. 13.Groundwater Conservation a. A separate well(s) shall be used for all irrigation to reduce the use of water from the Suffolk County Water Authority's system. b. No more than 1,000 gallons per day shall be used for irrigation. c. The well(s) shall include a meter to monitor the use of water for irrigation. A report of the number of gallons of water used each month for irrigation must be sent annually to the Planning Board. d. The pump for the well(s) shall not create noise that measures more than 50dB at the,nearest residential structure. e. The use of native, drought-tolerant plants and drip irrigation in landscaping is required. f. An irrigation timing plan will be implemented for the site to be irrigated in phases so that sections of the site are irrigated on alternating days and the entire site is not irrigated all at the same time. g. An organic matter soil amendment (i.e. composted leaf mold) will be incorporated into the topsoil at a ratio of one part organic matter to two parts native topsoil, to increase its water-holding capacity. h. Coarse mulch at a minimum depth of 3" is required on all planted material. i. Soil moisture sensors will be used with the irrigation system, to water only when necessary during times of low soil moisture. j. Total long-term irrigation of the site will be limited to 15% of the land area of the site. k. Low-flow plumbing fixtures shall be used within the residential units and the community building on the property. Vineyard View Page 8 JanuaN 17, 2019 14.Surface and Groundwater Quality Protection a. The application of synthetic herbicides and pesticides is prohibited. b. The use of pesticides on and around surface waters (wetlands, storm water controls, ponding) is prohibited. c. The application of integrated pest management is encouraged. d. Fertilizer will be applied only after it has been determined to be necessary by soil test, and only in the smallest amount necessary. e. Only organic-based nitrogen fertilizer with a low-Nitrogen nutrient ratio and high percentage of Water-Insoluble Nitrogen (WIN), 50 percent minimum is permitted to be used. This practice will allow for slow release of nitrogen, driven only by biological activity, typically in soil temperatures above 55° F, and will prevent nitrogen leaching. f. A maximum of 1 Ib of nitrogen per 1,000 square feet in any one application with cumulative application of no more than 2 lbs per 1,000 square feet per year is permitted. g. The use of phosphorous containing lawn fertilizer is prohibited unless establishing a new lawn or soil test shows that the lawn does not have enough phosphorus. Fertilizer labels have three bold numbers. The number in the middle is the percentage of phosphorus in the product, e.g. 22-0-15. Use of products with 0.67 in the middle or lower is not restricted. Products with a number higher than 0.67 may only be used if a new lawn is being established or a soil test indicates it is necessary. h. A staging-area, during construction, for heavy equipment, vehicle parking, materials and stockpiling, fuel storage and handling, etc. should be pre- designated and located as far from wetlands as possible. Spill protocols shall be enacted. 15.Wildlife Habitat Protection Areas (Non-Disturbance Buffer and Wetlands) a. A vegetated non-disturbance buffer hereinafter the "non-disturbance buffer", and the wetlands areas, as shown on the approved site plan, shall be protected for the purpose of preserving existing trees and natural vegetation, and providing wildlife habitat and a buffer to the adjacent wetlands and woodlands. The areas are to be left in their natural state. Vineyard View Page 9 January 17,' 2019 b. Vegetation Removal or Disturbance i., The cutting, removal or disturbance of vegetation, including trees, shrubs, and groundcover, is prohibited in the non-disturbance and wetland areas, except to remove dead or invasive non-native plants or trees. Any cutting, removal or disturbance of vegetation must receive prior written consent of the Southold Town Planning Board. This written consent may be granted only to control or prevent the spread of disease or invasive plant or animal species. The non-disturbance buffer may be supplemented with native vegetation plantings according to a re-vegetation plan with prior written consent of the Southold Town Planning Board. ii. A dead or diseased tree in the non-disturbance buffer that, in the opinion of a certified arborist, represents an imminent threat to structures or people, may be removed without prior Planning Board approval, and the arborist shall submit a report of any such removal to the Planning Board within one business day after'such removal. Vegetation must be hand-pulled, hand-cut, or cut with machinery selective enough to keep nearby•native plants intact to the greatest extent practicable. c. Excavation, grading and removal of natural materials are prohibited. d. No structures are permitted in the non-disturbance and wetland areas. e. The use of motorized,vehicles is prohibited in the non-disturbance and wetland areas. f. Dumping or accumulation of.unsightly or offensive materials including, but not limited to trash, garbage, sawdust, ashes or chemical waste is prohibited in the non- disturbance and wetland areas. 16.Wildlife Protection During Construction a. The land area to be cleared shall be staked and inspected by the Planning Board or their designees, as well as the Town Engineering Department prior to any land clearing. b. Site clearing activities shall begin at CR 48 and proceed towards the open space/natural areas. c. The Town Planning Department and the Town Engineering Department shall be notified by phone or email two days prior to clearing taking place onsite. d. Wildlife sweeps conducted by a qualified wildlife biologist prior to clearing by heavy equipment will be required. Vineyard View Page 10 January 17, 2019 17. Eastern Box Turtle To minimize the loss of Eastern Box Turtles, the entire area of construction must be encircled by silt-fencing (aka turtle barriers) as described below prior to any clearing at the site. Any clearing at the site scheduled from April 1St through October 31St will be preceded by box turtle surveys following the protocol below: a. Prior to the commencement of any clearing activity, temporary turtle barriers (silt fencing) shall be installed around the limits of work and pre-construction turtle surveys must be conducted during appropriate weather conditions. b. Installation of the temporary turtle barriers must minimize vegetation disturbance. No clearing may occur outside_ the Limits of Work as shown on the approved site plan page E1 "Conditions and Removals". ' c. The bottom of the silt fencing must be buried in a 4-6 inch deep trench. The trench must be backfilled and compacted. If it is not possible to dig a trench, then the bottom of the barrier must be affixed to,the surface. d. The silt fencing must be,composed of at least 2 'h feet of vertical barrier above ground. Once installed, the barrier shall be taut between the stakes. Slumps or loose materials will undermine the effectiveness of the barrier. No hay bales or other backing material shall be used. e. The limits of work must be encircled completely by the silt fence to exclude turtles from entering the area, but able to be opened for equipment to go in and out during working hours (and closed again at the end of the work day). f. The turtle barrier (silt fencing) should be installed immediately prior to the required survey. g. The biologist leading the survey shall inspect the barrier and facilitate any repairs/alterations necessary to ensure the integrity of the barrier. h. Turtle barriers may not be removed from the site until the project is complete and is stabilized by vegetation. i. Surveys for Eastern Box Turtles must be led by a herpetologist or wildlife biologist with experience locating wild box turtles. j. The survey effort required must equal the following: area of impact x 4 person- hours/acre = total person-hours of survey effort. Vineyard View Page 11 January 17, 2019 k. Timing of survey • The survey for Eastern Box Turtles must be conducted immediately preceding clearing activity. • Surveys must be conducted at the time of peak activity for turtles, to the greatest extent practicable and as advised by the herpetologist. I. Any box turtles found during the search will be captured and relocated to an undisturbed area on the property as far from the proposed clearing as possible. m. Documentation and results of the survey must be provided to the Planning Department as soon as possible after completion and prior to clearing. Routine turtle barrier maintenance: Maintenance of the turtle barrier is required during the Turtle Active Season (April 1 st through October 31 st) — Once per month a person familiar with barrier maintenance and installation shall inspect the barrier and facilitate any repairs or alterations. The turtle barrier should remain taut between stakes and any holes along the bottom repaired. Outside the Turtle Active Season (November 1st through March 31st) A biologist shall conduct an early season inspection in late March or early April to facilitate any repairs or alteration necessary for the turtle barrier to function for turtle protection. 18.Northern long-eared bat a. No tree removal during the pup season from June 1 through July 31. b. A wildlife biologist experienced with finding bats will be deployed on site prior to any tree-clearing to search for any signs of bat roosting. c. As recommended by the NYS DEC, any clearing between April 1 and October 31 will require vigilance to avoid a taking of this federal and state-listed threatened species. d. Trees around the perimeter shall be preserved within the buffer shown on the site plan. e. Trees capable of providing roost trees within the development area shall be preserved to the greatest extent practicable. Vineyard View Page 12 January 17, 2019 19.Construction Management aw Construction activities shall only occur from 7:00 a.m. to 6:00 p.m. on weekdays and Saturdays. b. No construction activities are permitted on Sundays, year-round, or the following holidays: • New Year's Day • Memorial Day • Independence Day (July 4th) • Labor Day Thanksgiving Christmas Day Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. Any additional lighting fixtures or lighting fixtures that are different than those approved as part of the Lighting Plan for this site plan application require Planning Board review and approval prior to installation. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 4. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 5. Any changes from the Approved Site Plan shall require Planning Board approval. 6. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. Vineyard View Page 13 January 17,-2019 If you have any questions regarding the above,-please contact this office, Respectfully, Donald J. Wilcenski Chairman Encl. cc: Allen Handelman, Conifer Michael Verity, Chief Building Inspector James Richter, Stormwater Manager By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including-those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Vneyard Vew, LLC. BY:Vneyard View Managing Member, LLC. BY: Conifer Realty, LLC. Print name: By: Lisa-Kaseman, Regional Vice PresiderltApplicant Signature: Date: 02/15/2019 BUILDING DEPARTMENT- Electrical inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ro - _qerr(@.southoIdtownnv.qov — seand(o).southoldtownnv.qov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date,: 02/25/2020 Company Name: Three Brothers Electric, Inc. - 77- Name: Mark Kassay, President (Suffolk County License Holder) License No.: 3792-ME email: MK3BROS@MSN.COM Address:- 6 Enterprise Drive, Suite A, East Setau'ket-NY 11733 Phone No.: 631-473-0911 JOB SITE INFORMATION (All Information Required) Name: Vineyard View Apartments, Community Building Address: 62600 County Rd. 48, Greenport NY J 1944 Cross Street: W/O Chap el Lane Phone No.: 585-360-7022 Dan Philhower, Job Super BIdg.Permit 44013 email: Dan Philhower@Lechase.com Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Wring of(1)Story Community Building, 600 amp,Three Phase Underground-Service. Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: 600 -A #Meters I Old Meter# New Service - Fire Reconnect- Flood Reconnect-Service Reconnected I Underground V Overhead Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: Building is 2385 Sq. Ft. 0) .09 1 Sq. Ft. $ 214.65 Fee PAYMENT-DUE WITH APPLICATION Request for Inspection Form.xis DL Town Hall Annex �� Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 w Southold, NY 11971-0959 'xr BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: June 18, 2019 Owner: Vineyard View Housing Development Fund Company, Inc Location of Property: 62600 County Road 48, Greenport, NY 11944 Please take notice that the (check applicable line): X New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) X Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) X Floor and roof framing (FR) Signature: Name (person submitting this form): Gwen O'Shea Capacity(check applicable line): X Owner Owner representative TnissReg15.docx Effective 1/1/2015 I ■ coni -ferg LETTER OF TRANSMITTAL REAL ESTATE DEVELOPMENT, CONSTRUCTION & MANAGEMENT T0: Town of Southold-Annex Bldg DATE: 07/25/2019 JOB NO:, I 233d Attn:Amanda Nunemaker RE: Check for Community Building Foundation Permit Fee 54375 Main Rd VIA: 17, USPS r' UPS I.. PDQ Southold,NY 11971 r—, USPS Priority W UPS Overnight 631-765-1802 Tracking No: 1 Z9A9E421595485736 WE ARE SENDING YOU THE FOLLOWING: , I-. Attached 17, Under Seperate Cover COPIES DESCRIPTION f THESE ARE TRANSMITTED AS CHECKED BELOW: r For Approval rj For Your Use As Requested For Review and Comment 17Approved as Submitted r-1 Approved as Noted r Returned for Corrections r� Other REMARKS: Check for Community Building Foundation Permit Fee f COPY T0: SIGNED: *not e Flynn, Development Adrdn. f www.coniferII0 .com 1000 UNIVERSITY AVENUE, SUITE 500, ROCHESTER, NEW YORK 14607 [E] contactus@coniferllc.com (P] (585) 324-0500 [F] (585) 324-0556 Y 11111111 Illi 11111 l IIII Illli IIIII 11i1!IIl1!11111 IIII IIII 111111111111 IIIII IIII IIII SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 05/22/2019 Number of Pages: 6 At: 11:41:09 AM Receipt Number : 19-0098901 TRANSFER TAX NUMBER: 15-32944 LIBER: D00013012 PAGE: 972 District: Section: Block: Lot: 1000 040.00 03.00 001.000 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $2,750,000 .00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $30.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 NO EA-CTY $5.00 NO EA-STATE $250.00 -NO TP-584 $5.00 NO Notation $0 .00 NO Cert.Copies $0.00 NO RPT $200.00 NO Transfer tax $11,000.00 NO Comm.Pres $53,500.00 NO Fees Paid $65,030 .00 TRANSFER TAX NUMBER: 18-32944 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County RECORDED 2019 May 22 11:41:09 AM Number of pages JUDITH A. SUFFOLK COUNTY 13012 This document will be public L OF0972 record.Please remove all DT@ 18-32944 Social Security Numbers prior to retarding. Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 1 FEES Page/Filing Fee 50 Mortgage Amt. 1.Basic Tax Handling 20. 00 2. Additional Tax TP-584 S SubTotal Spec./Assit. Notation //,w,`` or EA-5217(County) SubTotal &V Spec/Add. EA-5217(state) a 5� TOT.MTG.TAX Dual Town Dual County R.P.T.S.A. Held forAppointment Comm.of Ed. S. 00 TransferTgx Affidavit • . Mansion Tax The property covered by this mortgage is Certified Copy or will be Improved by a one or two NYS Surcharge 15. 00 family dwelling only. Sub Total YES arNO Other ?y1 Grand Total C".�,/ if NO,see appropriate tax clause on page IIof this instrument. II sly 10 5 Community Preservation Fund 19012712 1000 04000 0300,001000 Real Property T Consideration Amounts Tax Service Agency R��A IWW�ll�Wll(�ll���lRll� ' ulW CPF ax Due Verification 30,APR-7 J Improved Satisfactions/Discharg �Ro ' EppO�OwnersMailingAddress i RTURN Vacantiand�_• Closing USA,LLC Attn:Commercial Department TD�, _orf 7665 Omnitech Place TD Victor,NY 14564 \\O/ TD Mall to:Judith A.Pascale,Suffolk County clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name Closing USA,LLC www.suffolkcountyny.gov/clerk Title tl CL170046376C0 8 Suffolk County Recording & Endorsement Page This page forms part of the attached Bargain and Sale Deed made by: (SPECIFY TYPE OF INSTRUMENT) KACE LI,LLC The premises herein Is situated in 1 SUFFOLK COUNTY,NEW YORK. TO In the TOWN of Southold Vineyard View Housing Development Fund Company,Inc. In the VILLAGE or HAMLET of Greenport BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over Standard N Y.T.B.U.form SWS-20M-Bargain and Sale Deed,with Covenants against Grantors Acts-Individual or Corporation(single sheet) ooNSuST Yom IAwnA 69rolt SIGNING TMS INSTRUMtMT-THISMSTRUMO(T SMo=u u=aV uwrm eny THIS INDENTURE,made as of the 5 day of April Two Thousand and Nineteen BETWEEN KACE LI,LLC,a New York limited liability company having an addres W-0 C rQ�c►Po t,} - 1 }(C(4q Party of the first part,and VINEYARD VIEW HOUSING DEVELOPMENT FUND COMPANY, INC., a New York corporation having an address c/o Community Development Corporation of Long Island, Inc.,2100 Middle Country Road,Centereach,New York 11720 Party of the second part, WITNESSETH, that the party of the first part, in consideration of ten dollars and other valuable consideration paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, ALL that certain plot,piece or parcel of land,situate,lying and being in the Township of Southold, County of Suffolk and State of New York, being more particularly described on Schedule "A" annexed hereto and made a part hereof. BEING KNOWN on the Suffolk County Tax Map as District 1000,Section 040.00,Block 03.00, Lot 001.000 BEING ALSO KNOWN as 62600 County Road 48,Greenport,New York 11944 BEING AND INTENDED TO BE the same premises conveyed to the Grantor herein by a warranty deed from Kace Realty Co. dated March 30, 1999, recorded in the Suffolk County Clerk's Office on April 14, 1999,in Liber 11957,at page 433. SUBJECT TO covenants,easements,restrictions and reservations of record,if any,now in force and effect. This conveyance is made during the regular course of business of the party of the first part, and with the consent of all of the members. TOGETHER with all right,title and interest,if any,of the parties of the first part in any to any streets and roads abutting the above described premises to the center lines thereof.TOGETHER with the appurtenances and all the estate and rights of the parties of the first part in and to said premises;TO HAVE AND TO HOLD the premises herein granted unto the parties of the second part,the heirs or successors and assigns of the parties of the second part forever. 6768128.t AND the parry of the first pan covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the lint part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word"party"shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. IN PRESENCE OF: KACEL, By: MICH EL E.KONTOKOSTA,Member/Manager 6798126.1 STATE OF NEW YORK ) COUNTY OF SUFFOLK) SS: On the jeday of March in the year 2019, before me,the undersigned,personally appeared Michael E.Kontokosta, personally known to me or proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity,and that by his signature on the instrument,the person,or the entity upon behalf of which the person acted, executed the instrument. No ary P b is BR11TANY A.GENOINO p b8c,State of New York No.OIGES245154 Que[%d In SufoikCou>11Y C=misdm Expires duty IBM. BARGAIN AND SALE DEED With Covenant against Grantors Ads KACE Ll,LLC TO VINEYARD VIEW HOUSING DEVELOPMENT FUND COMPANY,INC. RECORD AND RETURN TO: CONIFER REALTY,LLC ATTN:SUSAN JENNINGS,ESQ. 1000 UNIVERSITY AVENUE,SUITE 500 ROCHESTER,NEW YORK 14607 6798126.1 Schedule A All that certain plot,piece or parcel of land,with the buildings and improvements thereon erected,situate, lying and being near the Village of Greenport in the Town of Southold,County of Suffolk,State of New York and being more particularly bounded and described as follows: BEGINNING at a point on the southerly side of the North Road,at the northeasterly corner of the land of the Village of Greenport and being the northwesterly corner of land of Stephen Sledjeski; thence along the southerly side of North Road as the same curves,43.85 feet; thence along the southerly side of North Road, North 61 degrees 23 minutes 20 seconds East,393.50 feet;thence continuing along the southerly side of North Road,58 degrees 46 minutes 30 seconds East,352.38 feet to the land now or formerly of F.L.R. Francisco Estate;thence southerly along said last mentioned land South 23 degrees 34 minutes 20 seconds East,427.38 feet; thence continuing along said last mentioned land South 21 degrees 23 minutes 30 seconds East, 106.0 feet to land of the Village of Greenport;thence along the land of the Village of Greenport the following 6 courses and distances: (1) South 23 degrees 49 minutes West,24116 feet; (2) South 5 degrees 08 minutes 30 seconds West,671.42 feet; (3) North 68 degrees 42 minutes 10 seconds West,432.43 feet; (4) North 22 degrees 18 minutes West,56452 feet; (5) South 72 degrees 41 minutes 10 seconds West, 119.90 feet; (6) North 0 degrees 53 minutes 30 seconds West,343.58 feet to the southerly side of the North Road at the point or place of beginning. Said premises has been more recently described on an ALTA/NSPS Land Title Survey made by Tamara L. Stillman,P.L.S.of L.K.McLean Associates,P.C.on February 1,2018,last revised March 29,2019,under Project No. 17106.000,and described therein as: All that certain plot,piece,or parcel of land,situate,lying and being in the Township of Southold,County, of Suffolk,State of New York,said property being more particularly bounded and described as follows: Beginning at a point formed by the intersection of the southerly boundary line of North Road(C.R.48) with the municipal boundary line between the Town of Southold,on the east,and the Village of Greenport, on the west; Thence,from said point of beginning,along said southerly boundary line of North Road (C.R.48)the following three(3)courses and distances: 1. Northeasterly,along the arc of a curve to the right having a radius of 1,39939 feet and an arc length of 43.85 feet to a point of tangency;thence 2. North 61°23'20" East,a distance of 39350 feet to a point;thence 3. North 58046'30"East,a distance of 352.38 feet to a point on the westerly boundary line of land now or formerly of Samir Attia and Jila Sharif; Thence,along said westerly boundary line the following two(2)courses and distances: 1. South 23034120"East,a distance of 427.38 feet to a point; thence J 2. South 21023'30"East,a distance of 106.00 feet to a point on the first mentioned municipal boundary line between the Town of Southold,on the north,and the Village of Greenport,on the south; Thence,along said municipal boundary line the following six(6)courses and distances: 1. South 23049'00"West,a distance of 241.26 feet to a point; thence 2. South 51108'30"West,a distance of 671.42 feet to a point; thence 3. North 68°42'10"West,a distance of 432.43 feet to a point; thence 4. North 22°18'00"West,a distance of 564.52 feet to a point;thence 5. South 72141'10"West,a distance of 119.90 feet to a point; thence 6. North 0053'30"West,a distance of 343.51 feet(34358 feet deed)to the point or place of beginning. I 1r - S INTERIOR WALL ASSEMBLY LEGEND a ASSEnBLYSYMBOL MATERIAL W WOOD-WOODSTUDS �BOTT MCORD F TRUSS rBOTTO CORDRATING JD ��\,;•/ _ ` 0 NONRATED WALL YXCvV'^Y t ty I/ Y _ •t'YY :k'F'rsJU V IPV+L i , I HOUR RATED WALL ASSEMBLY WALL ASSEMBLY SYMBOL V2 RC•1 RESILIEAT DOIIBLETOPPLATE 12•RC I RESILIENT DOUBLE TOP PLATE CHANNEL AT 12 0 CCHAAYEL AT 7Y 0 C(1)LAYER 518 TYPE 7f (1)LAYER SIH'TYPEX SHO SIZE (,)LAVER 59 TYPE TC �GNIB(60TH SIDES) (1I LAYER SW TYPE 7C GWB(BOTH SIDES) BEATTY HARVEY COCO 1 &6((117 X 31f/21''�)STUD G WB GWB A R C H I T E C T S, L L P 6 h6(11i1•X517J STUD NEW YORK I MARYLAND A WALLTYPE , 2 1300 WIR Whitman R- Naw York,11747 BLOCKING FOR GRAS— BLOCKING FOR GRAB H SHEAR WALL A500 A200 _ P ca3+I�oo-ta,D 0 DEMISINGWALL BARSTIONS HRODI7 BARS PER BATHROOM caner/tleveloper ELEVATIONS ELEVATIONS o 244%'ODD STUDS AT I6' 2K6 VIOOD STUDS AT 16 Conifer Realty OC UON SEE 0C UON SEE '�' _ 1000Un RyAvenue SuOe 500 STRUCTURAL PLANS �A STRUCTURAL BANS Y Rochester NY 14607 FOR SPALWG FOR SPACING _ 62' i 17-10' _ 585 324-0500 M I� sre'�1 see• sro•%Isla' N. rjE rs' E rbC r-s• r cNaene,neer 3117 43:: v6 ti I • i I LKMA 137 8 4Os South Country Roptl O NONRATED WO6 NONRATED -COVERED' -"' BrookhoW nNY 11719 PATIOO_73!81�•- 631 2868668 ^ _113 ' SLAB I •rs• r�• n - aay.• 1 mep&to M/E Enlneertng P.E +, .: i• qq J — •• ', 150 Nolh CAeslnu,Sireel Rochester NY 1 T 4604 585288 5590 C fhucturol engne TDM ConsultingEngqine eTIn[[�� 550 North County f7optl SuOeE Sant J...,NY 11780 KITCHENETTE 6316863234 - F + key w® 1 W04 ,6�• 1•FLOOR DRAIN;SEE DETAIL4, SH EETP5000NMEPDRA74NO SET „ -- — —2IP 4,•1—�.— — — — —v n IlO w 4'FLODR DRAM;SEE DETAIL 4, J_ 7�,H _ WATER PUMP SHEET PS pp ON MEP DRAWING 6� - -y ROOM SET ",01 2 b RRE OOM YC01 2 prolecl A501 110 �„ 1P A5N VINEYARD VIEW ; W04 I + i TORAG _ I N1 WDaCounty Road 48 ,-�, Greenport,NY 11944 it-IP 74/• AIT-0? 77-fl�• w seal 'f� •� E AR A201 WM ?ANI EO EDit FITNESS A201 4v65y`OR"f' ij� 7 * . t�� LAUD a LT n P C IQB 1w Wp4 ROOM 19 4t f1, O-3 j ITTY• 3'- Y 7IY' 16-BY' ml A6101 w IB MAINTENANCE ED,E 1A Wp1 I /5101 N9 Oy 2 Q�4 • ROOM NDC ip A —1- Of rTF OF,yO NE CORRIDOR RESiR00t.1®L asued dole tlescriplron 103 j 106 Wpb j q�' 6S r-,Y' � 6 i 9.7Y' 'v 1 03/15/19 Issuetl for Construction • ,• V1DC WAITING? (5, 2 06/06/19 Protect BUOOK,Rl r 06/12119 Pro ec,BuOehn q2 • RECEPTION � L-1 3 f �1 I LOS r' SEEDS AIL4, , '" 1111-011 SEEOET-1 W04 YC06 R Wpb - ia 4'-7 �' SHEET PSAOON QK —_MEP DRAWING � tAb W04 WOd z+ �_ oO 14'-0Y' ••1014 LINT INTERCEPTOR,SEE DETAIL 3, I zv ILII e, _ Wa LEASING W96 SHEET PIOIONMEPORAWNG OFFICE SET i [2 L%' WN 13'.1y. 106 'Tlo .. LAUNDRY �a ROOM /w y e 107 L 4 _� st✓, &)7y-t 160i• APPROVLD tsY 2 W i w h 1B7 4y 2 VESTIBULE �Vo PLANNING BOARD EITOWN orsourmoLD ee —1 I B•1w,• ,7 , _ , pnT>: �Il�lu,l� COMMUNITY e BUILDING COOVEERRYED ` FLOOR PLAN EN 00 ' S 16-00Y• I to-""'; I ,S-,Qli• �G chocked by — 3 6 — RECEIVED s Ie 3116'=1'47 y— w "N t 4 2]19 1 pr01ec1 number 10002 ; 1 1 �$OuthpTd ToWm caletlF 1+ _ pASW A2 p0 Plamlg Boat. sheet numb./ U � COMM. BUILDING ! 1 FLOOR PLAN 8Al 01 SCALE 3116'=1'-0' 1 •O + + + A1 .01 e =I- EXTERIOR MATERIAL LEGEND 1 C TAG DESGRIP110N COLOR SPECIFICATIONno WDIE PANEL VERTICAL SIDING TBD lin O �'x 215'HARDIE TRIM BATTEN BOARD TBD ,L pfi,;J11r1 rp J'W:x O3 TV HARDIE PLANK LAP SIDING TBD aO HARDIE PANEL TBD OS 514 x31rr HARDIECORYERTRIM BOARD TBD BEATTY HARVEY COLO © 514 x317 FARD1EW.1DOW&D00RTRIM87ARD TBD A R C HI T E CT S, L L P 0 ASPHALT SHINGLE ROOFING TBD New YORK I n1ARYLAND 1500 Wall Whllmon R- N..Y- 11747 1 O8 36'x80-FIBERGLASS ENTRANCE DOOR TBD �I4 P(631)300-1010 T 3F4BFLIETALDOOR TBD ' ovmer/developer 10 77x801DOUBLEDOOR TBD IOOD umversdConifer n e 1 er Realms 11 72-x 80-VINYL SLIDING PATIO DOOR WHITE Rochester NY 14607 12 37x3FVINYLSINGLEYUNGWIN00W WHITE 595324-050D 13 32-x 60'VINYLSINGLE FUND WINDOW WHITE Ievil engineer H 3F x 7r VINYL SINGLE HUNG WINDOW WHITE LKMA 15 37x35-swuLATEDPICTURE WINDOW WHITE4378405 South;.u431 ouRoatl 16 WALL VENT LOUVER 1B0 BrookhavenNY 11719 l7 ALUL51NUIA GUTTER AND LEADER TBD 631286,3668 iB 6'x 6'CLASSIC VERSAWRAP COLUMN COVER TBD mep B1p BI 19 ALUMINUM RAILING TBD M/E EnTgineenn� PE treat T _ ® 36'xer FULL UGHTSINGLE STEEL DOOR TBD ISO RochesteChar'NY 14604 21 77x8/FULL MGHi000elE STEEL DOOR ITBD 585 288.559D NOTES slrvcturDl cngmocr , PROWOEADDALTERNATE FOR WINDOWAND DOORBLACK FRAMES TDM Consulting Englneerin 1 2 PROVIDE ADDALTERNATE FOR EVERLASTSIDING 55D North County Road Sollel 00 Scmt James-NY 11780 631 6865234 _ — — TO ROOF TRUSS RIDGE 12 12 ELEV.2rEY' SD d5 � I key 7--`T +� TO RAISED ROOF TOP PLATE ELEV.18 53;' r 20 18 I 2 .�` -_P_ IE 125 12 5 it 1 LLo a 2 y ~sem 17 5 5 — 17 G, 6 — TO SHED ROOF TOP PLATE ELEV•8-1 y' pro)ect 5 A ED 5 VINEYARD VIEW _ M 0 - '< + County Road 48 TO FLOOR SLAB,i I Greenport.NY 11944 ELEv as 1----------------------- I i col ---------------- 1 _______________________—______I _�O________.__________�__LT._—_—____—___________________� BO FOOTING m ,AE(AED AP- L ELEV TINT.SG 0 �9 P ORE G L_—_—_—_—___________________J_l________A________ ___1_—_—_______—_______—_______J Sy J� IIIm1 � 4 t4114 aCa�1 1 FRONT ELEVATION N�9f 21422 aP� OFIN A200 SCALE 3116'=P-0' IE is5uetl tlate descnplwn T 1 03/15/19 Issued for Construction 1 AS 00 _ — — TO ROOF TRUSS RIDGE12 12 ELEV-2r-SY sv as � _E __ —= == — — � = TO RAISED ROOFTOP PLAIT ELEV-18T.5%' I I�FF Zt i T 1D 12 lz 12 1 12 'w APPP.OVED BY 7' htle 0 2 51� s s s 6 Z j PLANNING BOARD COMMUNITY R LL ' j 1e ti j TOWN OF SOU1}LOLD =S TO SHED ROOFTOPPLATE_ BUILDING BLEV.6-Ir, I DATE �(«Izc„q FRONT & REAR 7 I 7 .4 ELEVATIONS T ♦ / j L Y —� chocked by- 7.0, y — t-------; I--------1 r---------; --------- - FLOOR SLAB T L -- I _ V E D cole 3/167V(T ------ ------ BO FOOTING project number 10002 __-------------------__-- - __________1_ 1_____-__1 _—_______i___ _______—___- ELEV � -- \ i 3S JUN 14 2019 Baled inch t u TdYw o sheet number _ Plannng Board COMM. BUILDING z l 1 REAR ELEVATION A2.00////��� o 00 A2SCALE 3116'=T-0- A _ .00 _ + + — ELI- EXTERIOR MATERIAL LEGEND 1 t♦l /'�� TAG DESCRIPTION COLOR SPECIFICATION 0 HARDIE PANEL VERTICAL SNING TBD O2 %'x2Y7HARDIETRIM BATTEN BOARD TBD 1'LT urr7S4-t•k"t 4 O7 774'HARDIE PLANKLAPSIDING TOO i © HARDIEPANEL TBD OS 514 x 31714ARDIE CORNER TRIM BOARD TBD BEATTY HARVEY COCO © 5N x317 HARDIE WINDOWS DOOR TRIM BOARD TBD AR C H I T E C T S, L L P Q ASPHALT SHINGLE ROOFING TSO NEW YORK I MARYLAND OB Walt Whi 36 x&D-FIBERGLASS ENTRANCE DOOR TOO + 1300 t 6311300.10e00 York 1,747 O9 36'x EV METAL DOOR TEO owner/d-eloper iC 72'x 80'DOUBLE DOOR TBO Conifer Realty IODO UnnerPty Avenue Su,fe 5DO 11 72-x80'WNYL SLIDING PATIODOOR WHITE Rochester NY 14607 12 32 x38-VINYL SINGLE HUNG WINDOW WHITE 585324-0500 ,3 32'x60-VINYL SINGLE HUNG WINDOW WHITE crit engneer 14 35'x72'VINYL SINGLE HUNG WINDOW WHITE LKMA 15 32'.36'SIMULATED PIC NRE WINDOW WHITE 437 8 405 South CountryRoad 16 WALL VENT LOUVER TBD Brookhaven NY 11719 77 ALUMINUM GUTTER AND LEADER TBD 6312868668 18 6-x6-CLASSIC VERSAWRAP COLUMN COVER TBD map Lip ,B ALUMINUM RAILING TBD WE Enineerin% P E E g 150 Nor h Cheslnu Slreoi + 20 36'x B2 FULL LIGHT SINGLE STEEL DOOR TBD + Rochester NY 14604 21 77x82'FULL LIGHT DOUBLE STEEL DOOR TBD 5852885590 NOTES structural engineer 1PROVIDE ADD ALTERNATE FORWINDOWAND DOOR BLACK FRAMES TDM ConsultEngineerin 2 1 p 2 PROVIDE ADD ALTERNATE FOR EVERLAST SIDING 550 North Count ROatl 5ure1 P501 A501 A500 7 Sant James NY 11780 631 6865234 15 _ TO ROOFTRUSS RIDGE ELEV{27b Yi' key ' S RAI L I 17 TO SED ROOFTOP PLATE ELEV 10.5 I , 10 6 + 12 2 0 _ -- - - - - TO SHED ROOFTOP PLATE 19 I ELEV xe-1)e protect VINEYARD VIEW P ml County Road 48 'TO FLOORSIAB,i E Greenport,NY 11944 seal B 0 FOELEVOTING,s '(EpEO ARC L____J L__-_-___________________--L___-_____--_— _________ ________________ —___— _ _-J L____J OPEC hid. ®J 1 ��4 1 LEFT SIDE ELEVATION NT"rFOFN��y°P� A201 SCALE 3/16'=1'-0' issued date a:anv wn 1 03/15/19 Issued for Construction 7 A500 A501 ASBt 17 TO ROOc TRUSS RIDGE a ELEV 5 - --- TO RAISED ROOFTOP PLATE,� e O ELEV-ITS F f w 2 - - _ APPROVED BY 17 PLANNING COAGD e COMMUNITY - — TOWN OF SOUTHOLD - _ TO SHEDftOOFTOPPLATE. BUILDING ELEV-8-1Y1' DATE (pIC8�2.0(`1, I 5 LEFT 8L RIGHT SIDE a J ELEVATIONS © I I + drawn by - 1 I� ^ TO FLOOR SLAB checked by - ELEV ____________�-� ro - scale 3/16'=1-0" r�_—-------------------------------_______-_____-___-___-__--__-__-______—_______________---1T_________-________=_________1.T r___L - '^ BO FOOTIAG L---J `------- ----------------------------------------------------------------------------- ---------1--------------------------' `-----J - JUN 1 4 2019 Prolectnumber 10002 t 1 --_ ELEV-3 b' __l caledl nch A o I� Im� Sout�ol�awn sheet number Planning 0aard COMM. BUILDING 2 RIGHT SIDE ELEVATION A .01 wL ///��� A2 01 SCALE 3116'=1'-0' A 2<O 1 L MI 0 �' i-^d_�M 1U 95 Toledo Street* Farmingdale,New York 11735®Fax(631) 756-8521 • Pho (631)756-2626 6 September 2019 Town Of Southold + 53095 Route 25 ' SEP - 6 2019 y� Southold,NY 11971 To Whom It May Concern: Please see attached plans for the Fire Alarm System for: Vineyard View 62600 North Rd Greenport, NY 11944 Regards, Chrisitan A. Peterson III (631) 466-2626 � -01,C [z cyU" ilv V4 Certified Multi bledita Solutions is committed to exceeding our customer expectations and providing a quality 1 implementation. Licensed By the NST YS.Department of State—License#12000277899 L11AA � EL-3 L. K. McLEAN ASSOCIAT r.zc LETTER OF TRANSMITTAL CONSULTING ENGINE S�, ATE: 09/18/20 PROJ NO.: 17106.000 437 SOUTH COUNTRY A_U ATT' JOHN JARSKI,BUILDING INSPECTOR BROOKHAVEN, NEW YORK 11719SEP 1 8 2020 RE: TO: TOWN OF SOUTHOLD VINEYARD VIEW APARTMENT COMPLEX BUILDING DEPARTMENT DEPT. 54375 NY-25 "` "` 1()" LD SOUTHOLD, NY 11971 We are sending you FX Attached Under separate cover via the following items: Shop Drawings Prints x Plans Samples Specifications Copy of Letter Change Order Other: Copies Date No. Sheets Description 1 9/18/2020 4 FINAL SANITARY PLANS APPROVED BY HEALTH DEPARTMENT(GREEN These are transmitted as checked below: For Approval Approved as Noted Resubmit Copies for Approval X For Your Use Returned for Corrections Submit Copies for Distribution As Requested No Exception Taken Make Corrections as Noted For Review and Comment Other: For Bids Due Prints Returned After Loan to Us REMARKS: Copy To: CONIFER REALTY, LKMA FILE Signed: CHRISTOPHER F. DWYER (631)286-8668 7777,-75 , & uftblkCountyD0-._, mec APProVal fbr Constl-ucji rt On-0ther v, Reference No. -000 an Sin�;le Faril y 0067 D -gn Flow r6-- tT Ise(s) 7"111-1se plans have beef' l`A_ i ,°"Z��MI�1�� � �'�'� reeielv,,ed eral coulli C-Tman,�a W:th Uff lk 1-011111ty Department of H,,,Ith StI. AL , `11PP131 and di,; oz relating to watter firdless of- ally 01, inconsis, lissi( :z )zls, colwtrux-si UT lack of deta, 13 ro aCcordance r;jt.1, the at 'quared to jj,, in Itions and ap lie 1.1 standard C.cj;,- 2.J 0 manly P eq)ires 3 ye earn from tj a e 4Ppruvaj U& lefi';eyJtc (led ry% YI r. Approval Da,,, a r 1300 Wait Whitman Road -T +0 Lxt 17747 ,Melville; Phone�3 1010 C04 ra-LkOA +o owner/developer CONIFER READY LLC 83 E.Main Street,Suite 600 AZZA-Aac�i C(S /to Rochester,Rochester, New York 14 Site/Civil Consultant' S-9 FU-.tQ�i_�,�� t��f� 81 n neva. .y.� 1 J ;a4•"Fv'�� f #T X LK Water Line(s) MLJ—S-T. 9- P lr\,Spec-'By 1"he LONG-tLAND,-'Ny 437 SOUTH Suffolk COLMAY Der.- C6-'4Ckt;M ce=. es. COUNW RD., BROOKHAVEN, NEW YORK 11719 Call 852-576q, 44'. Floe,,, ,i i-o-wance, ret:,631.286.8668, To Schedule Inspection(s). VINEYARD VIEW NORTH ROAD TOWN OF SOUTHOLD, N.Y. 0 � iv o' F®R i I I e� PROJECT LOCATIONS {� a - -- --- - - - - - - - -- - -- -- 2970' - - - - - rd 142' ..a�,W � v°",�' ;,'�- 14, ell Shalt?r °,�' --i k - f r p01 j l#, Island W $ Heights hta � i ijll3 i t �` � z�} <'�,yo {c,� ,<,,•' • }" 'fig arv �`�' � � , ' ' � � f I•�r/, P�� �e� r�A� 1300 Walt Whitman Road,Melville, New York 11747 q /A., % a; Phone 631 3001010 LOCATION MAP owner/developer: CONIFER REALY LLC N.T.S. l I 83 E. Main Street,Suite 600, I t4 1 `�` �0 A Rochester, New York 14604 LEGEND: PROPERTY LINE i1 CQ-�l" Site/Civil Consultant jf;` a — PROPOSED EASEMENT LINE I ��Q'• --- 0 842 ��• h°6 �• PROPOSED TREE LINE '�, i - - - -- - - - - - -- - - - _�_�9�� 'A° -O- PROPOSED UTILITY POLE 2005 FRESHWATER WETLANDS BY - ( NYSDEC LETTER C W BOWMAN, LAND USE ESI„ L K Md-EAN ASSOCIATES P.C. ..rf::f.:�:"Y:C:,^y:`r'Y:X.`,^3;::Y•'Y'Y.:Y'.:c:.`.r`7::✓Y.,. 6/20/2018 LONG ISLAND, NY f r Itt ff• s (J `a',.y c'9p ,�.,i,;f'!: ry . 2 c. ---.,, ._y `T'Y';,,., 437 SOUTH\ y a • 1I I:I ; ..,:�•��f, y, �.. " . -x., ' --•---YT-- COUNTRY U RY _ .... . .._.... . EX WATER METER BROOKHAVENYO RK 11719rTel. 631.28s.$668.... ......�..... EX. WATER VA LVE EX U.G. WATER V / EX. U.G. TELEPHONE. l l \ / �• � > , / / / 4` •.`..v. EX. U.G. ELECTRIC if if 511 I / �'� .'Y,• .k•'•,C / / i r.., :.> Ex. U.G. cas VINEYARD VIEW . ELECTRIC MANHOLE e l Ex NORTH ROAD f( f l �I / �Y,.�y fir,. ,,.r". r..,�4,.•-0 `•. 1f / •sfy- r` / /t� �;f ,,,,,,y `y , , / / \,,t'•'2.,,�a `'2`,,`h _Q— EX. TRAFFIC SIGN TOWN OF SOUTHOLD, N.Y. 11939 EXISTING UTILITY LIGHT POLE �1 4,..... f,`• \. / / /' ,. -o- EXISTING UTILITY POLE 'LIMITS 0FA00 / / 'y, 0 EXISTING LIGHT POLE ~~ _` © EXISTING ELECTRIC METER ,SETBACK (OFFSET) TO WETLAND/DELINEATION / ~ �S EXISTING FIRE HYDRANT /'� 1 p �.-� i / I / ,Q° / (BY C.W. —LAND EXISTING WATER VALVE ,...>,..f.. y \/ !' _. USE ECOLC � �� / / EXISTING CATCH BASIN - ' - " f ,.r,......".,M -. ., , Ay / / EXISTING SPOT ELEVATIONT11 / ,.. ,.",,. . �,y-•r x 22.33 I / RVICE INC.) / M _...�....../ _.,, .. ,.. t, ••• -' / ;' NON— DISTURBANCE BUFFER PROPOSED SILT FENCE ■ (LIMITS OF CLEARING) f e con PROPOSED CONSTRUCTION FENCE REAL ESTATE DEVELOPMENT.CONSTRUCTION h MANAGEMENT seal issued) date description 5 )} Q s r y `' 4 x" // / / / f j''' 1 7-22-19 FND.ASB. BLDGS. I &2 r 2 8-27-19 FND.ASB. BLDGS.6&7 O 3 9-6-19 FND.ASB. BLDGS.3,4&5 4 9-25-19 FND.ASB. BLDGS. (Comm.Ctr.) issued date description k (,Y)i Lr) ,vli" C: vii I 4 .� ...,• ,' / / / title 1 FOUNDATION AS-BUILT ° NOTES / / / ' 7 ,/ / / Detail (Community Center) N 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. N 2. THE HORIZONTAL DATUM IS IN THE NEW YORK STATE PLANE COORDINATE SYSTEM, / N 0V 2 0 2019 v NAD83(2011),LONG ISLAND ZONE. O ❑ �� / / / , / CL 3. THE VERTICAL DATUM IS REFERENCED TO NAVD88(GEOID12A). S \ / / / / / / / / drawn by: DM 4. BEARINGS SHOWN ARE REFERENCED TO LIBER 11957 OF DEEDS AT PAGE 433. / tf / / / / / / / checked by: CFD O 5. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED O �` / / / / / / / LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE v j / / / —1_ scale: AS NOTED NEW YORK STATE EDUCATION LAW. ` ` / o �, _ project number. 17106.000 a 6. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF / / / ,`Q. L. S r � 0 C: THE LAND SURVEYOR'S EMBOSSED"OR"INKED"SEAL SHALL BE CONSIDERED TO ° BE VALID TRUE COPIES. 7. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED � / , '� � I hereby certify that this map was made from an actual survey sheet number 0 IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS completed by me on 07/16/2019, 08/12/2019, 08/30/2019 and 0912412019. THE EDUCATION LAW OF THE STATE OF NEW YORK 0 0 ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND PROHIBITS ANY PERSON FROM ALTERING ANYTHING N 0 SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM l IN THE DRAWINGS AND/OR THE ACCOMPANYING �f 050528 CJ SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION L THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, f�,� � � 20 0 20 40 OF A LICENSED PROFESSIONAL ENGINEER, WHERE GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREON AND TO THE J�(� SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL SANDS TAMARA L. STILLMAN, P.L.S. ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE 4 0 f 4 ®r a - ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT SCALE IN FEET THE FULL EXTENT OF THE ALTERATION ON THE z TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. NYSPLS No. 50528 DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) SEE SHEET 1 _ RIM=22.53 RJM=2236 TC 232 WA, 03 •7. ,Oi £/INV=12 BPVC PRECAST,Y25' EP P87 4TC 231 2.p GEN D 4717A.L.P. / TC P35 - S/INV=12 8'PVC V/INV=1.S:8'C EP 227 NE/INV=i9.2 te'CPP 29j I I EP p30 �! CONCRETE CURB 8077.=1 , 2 C S/INV=,9.21B'CPP FM M S <--- 'GUY WIRE AS BUILT SURVEY OF _ Barr.=172 I FM FM FM x- g 2212 E6 226 RANSFORM£R 2'OAK S 0_1 -LIGHT POLE RJM=2L„ $ � PRECAST,X25' i s p•3 Pi x 23.1 O i N/INV 19.3 IB CPP \ RE AST 4'X2.5' QE C P3 ViINV=19.5 1P'CPP ® 25' Tc 231 DGE PAV MEN f BOTT.=16.9 �1 /I =1 3 IB'CP TC 2 0 22.5 P .5 N c 22. ; /I =1 2 18 cP E E OF AV£M NT EP 2 6 DOGVOOD EP 227 P 1.9 DT._ _ -. ----- __ __ -- ----------p -- 6 r -NO PAR�C vAN___ -O UTILITY POLE PROPERTY '-------- ------------------- - '� - - - -- 'rl CONCRETE SIDEVALK I 'I C+9T �•---'�.-- - - --- %C VAN NO 1. ACCESS \ RIM-20,97 M..9 F CONCRETE/SIDEVALK I CCESS PARK I ' --------- - I 'UTILITY LIGHT P17L E 4'BIA,CA �, 'r 1.$ CE-------- - � I r----------'�-. �*( ---=---��. R/O j• 111k{r- T---1 I R,M=2288 11 } ---- AA DAT NV/INV=18.2 I2'CPP -... T R/O I R/O ----------Q----- , SSE/INV=]B.2 I,,-CPP C R/O �}- -g- ---o- E/INV=129 8'P�VC _ 'L AMP POS T E/INV=V=1 J2'CPP P1.1 �_ PB ; ___ I 12 23 __ ,p a S/INV=129 B'P,�P3 --- "b -__B_UILD_IN_G R/O 62600 COUNTY ROAD 4 8 /� BOTT,=16,2 Pa6x U �i� Si_-----_-__-- .� V\1 W C 22 / r BUILDING R/O S/INV=N.I 8'PPC-• l48' E 217 y`- •/�'I l4.8' FF EL. 71 q F� I j 1 I FF LY. 7' 232 L• OO ELECTRIC MANHOLE L W I �j I 330 232 RIM-22,65 23.3 I I I 232 V/INV=t3 8'PVC PRECAST 2.3'X4' BREAKER © ELECTRIC METER VINEYARD VIEW LLC 111 I RIM-21.44,. BOLLARDS 2 TRANSFER •3 I/ BOX Q'I ap E/MV=124 8'PVC N/INV=13 8'PVC - - N/INV=19.3 12'CPP (TYP, OF 8) U J SWITCH p�I^ V/INV=124 8'PVC w i I V/INV=19.6 J8'CPP .-. • •�� OI P ST�tY N/INV=139 8'PVC I I S I P S71RY O ' 2 I ELECTRIC RAW 2nd STORY J RJM=O I L FRArE ROOF LEADER GREENPORT BREAKER 6'CHAINLINK I. BREAKER jp,Ql,DlNr, DECK I NilNv=iBP e'Pvc r p2.9 j�1,Q1.)>1HG 1' YARD ``' u PANEL PANE !PUMPI�C AI�ENCE I BOX " I I ` 1 -� 'SIGN TOWN OF S OUTHOLD \ HYDRANT A uJ • • • N=2269 I ELECTRIC I 230/ � I 1, I ZNV=I1.Y8'P17L�I BOX BLGL M r a+T rye' I ; �r 2-W -�� SIGN DOUBL E POS T $ P0.5 x 2,•2 pp \\ NO a�a77 6= I I RD,=2305 i I a= n anR Qu UTILITY MANHOL E / O RIM=2273 lS RJM=2306 AIC E, I ; N£/JNV(19.2 -CPP �'A/C ,�, SUFFOLK COUNTY NEW YORK 'RPZ N/INV=11.7'B'PVc l0'DJA.L.P. 6.W SR FT UNIT , I BOTT=14.2 UNIT 6,384 SQ FT. V/INV=11.7 8-PVC I ENE/INV=19.5 B'CPP FF EL, I ON CS OO -SANITARY MANHOLE 1� HOT BOX A/C BOTIEZV1,3 P32 ON CS .y, I �•�pp FF EL. J INSTALLED A PUMP STATION I UNIT 3L7, �S„ I I j I ^ __23� '_1__ Q 'GAS METER _ PER PLANS O CS I/ CONSTRUCTED I 014,8 14'8' I j I I ��� ^ pd GAS VAL VE Imo- ;�AS PER __-- d9 j W PP.BI ___ I 23 AREA 748 703± SQ.FT. OR 17. 188± ACRES 22,8 X210 21A APPROVED I 23-o j I j 1 1 1 I W x18,9 X191 PLANS \• 1222 L-- W ROOFLDRAIN_,_.l ._.1..-0 �___ROOF,LDRAIN,_.2C �.._-.-- © -GAS MANHOLE GAS � -' - PI.B -- A O TELEPHONE MANHOLE 400 GALLON REGULATOR xPtBV a x21.8%1'8x22.0 (DOMESTIC) x w W w T STEEL TANK 21.0 w w w X2,.9 SANITARY CLEANOUT GAS TANK / STORING HOOKUP £_L-bs7 w W w w pp,0 (FIRE) x Pl,e x 21.9 C IO t�•� GAS FOR x18.7 -`-6 PO'fiR;-X6 b/ �--� GENERATOR- 2aa BUILT AS KOHLER // PER PLANS GENERA 30 CLL x205 x2as x2aB o 'SANITARY VENT ! GENERATOR SYSTEM xt7.6x2a9 ❑ 'POST x 17.5 RIM=1891 / x 19.0 'Bo L.P x 18.5 x171 BOTT-126\ ;x183 FLAGPOLE NOTES 'X3 RIN=1771 X'R3 x -xPARK BENCH 10 P.'DIA L 18,3 18.2 / x171 BOTT-111512'CPP x,B,, oa9s 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS. 167 x17, x179 x14 oF�l x ® PICNIC TABLE t,96.8 1 690 x189 198 OO -DRAINAGE MANHOLE 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLANE COORDINATE SYSTEM NAD83, \ 168 x'79 x"' oO DRAINAGE CLEANOUT LONG ISLAND ZONE. x17.7 16.2 x x175 .,ins lj1�,./' • X178 x159 x161 16.5 x17.7 -MAIL BOX 3. ELEVATIONS REFERENCE NA VD 7988. %187 111 J X16.6 •FIRE HYDRANT (2) x18.0 X16.2 XI75 -BOULDER 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED x16.6 x152 goo -RIP-RAP LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE \' ® ' ' ' ' ' -RECTANGULAR DRAIN INLET NEW YORK STATE EDUCATION LAW. '\\ I xtr�,.B x159 xI59x,7,I x 28.51l � SPOT ELEVATION 5• ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF x16.OX16.0 x 16.8 H/C HANDICAPPED THE LAND SURVEYOR'S "EMBOSSED"OR "INKED"SEAL SHALL BE CONSIDERED TO BE f x 19.2 x18.2 x173 RIO ROOF OVERHANG VALID TRUE COPIES. CS -CONCRETE SLAB 1 X19.3 X,9.0 o -IRRIGATION BOX 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ® ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ROUND DRAIN INLET ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND I I� . • • . . CA TCH BASIN SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM WATER VAL VE THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, -WATER METER GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREON AND TO THE OPARKING SPACE NUMBER ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. I� TC •TOP CURB \ f - EP •EDGE OF PAVEMENT 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. _ - "' CONIFEROUS TREE -\ CONIFEROUS BUSH 8. THE SURVEY CLOSES MATHEMATICALLY. i 41 1 Q -DECIDUOUS TREES SUFFOLK COUNTY D�i'ART�"EiJT OF WEALTH SERVICES --"'-- EDGE OF WETLANDS SUFFOLK COUNTY REAL PROPERTY T MAP NOO.SEF I f% OF CONSTRUCTED!t ORKS •WETLANDS Z Q -WETLAND FLAG DISTRICT 1000 Date --�--- + H.S. o-1$__'-ODO PB PLANTING BED SECTION 040.00 PC -PEDESTRIAN CROSSWALK BLOCK 03.00 The SW'189e ftp--Sell and a:3tBr supply tbzilitiSS LOT 001.000 at this location have been inspected andlor � -w- UNDERGROUND WA TER certified by this Qepartment or other agencies \\ -�- UNDERGROUND GAS MON, FND, -_ \ ' /and found to be Saticfaciory. _s_ UNDERGROUND SEWER COLLECTION MAIN, 8 DR18 Cra -FM- -UNDERGROUND SEWER m Kn�per, P.E., Chief FORCE MAIN, 2' HDPE nffli of 1,1t,,,tr\ n for MnnAnF?mnnt -ROOF DRAIN LINE r � i RIM=21,44 TRANSFORME 'OAK FM PRECAST\\ 41X,0_51 0 S N/INV=19.3 18,CPP RIM= 2.3 r / V/INV=19.5 12-CPP O RE AST 4X2,5' BOTT,=16,9 224 V=113 18'CP p IT RIM=20.97 2a9 ,2 V=1 181CP x ` �C9�F '------------- ------------------- 4'DIA, CB, \® \ i 1.5'CEDAR y CON NW/INV=18,2 12'CPP 1.5' f Il- f-- SSE/INV=18,2 1P'CPP CEDAR 12Pl.l / _ BNTT,16 2 'CPP 20.6 X C 22 I I/ PB \\ TC 1.7 / PRECAST 2,5'X4' BOLLARDS BREAKER N/INV=19,3 12'CPP \ TRANSFER •,, �/ BOX Q W/INV=19,6 18'CPP (TYP, OF 8) SWITCH •3 ��H O 1 V W i BREAKER6' CHAINLINK 1 YARD v PANEL PUMP ti.s' HYDRANT < A I • • • PANE �I/CEDA FENCE 1\ M=22,69 X INV=11.�8'PVL�\ x21.21 S 1 0 O \ 1' RPZ as RIM=22.73 --� HOT BOX N/INV=11.7' 8'PVC INSTALLED AS £ V/INV=11,7 8'PVC _ £ PER PLANS > PUMP STATION O MANHOLE- CONSTRUCTED AS PER VILLAGE OF GREENPORT �O_ / £ x21•" APPROVED SC,T,M. No. 1001-001,00-01,00-001,001 _ _ / X18.9 X,9, PLANS 400 STEEL TANK GALLON £ R.EGULATER \ / ST STORING GAS TANK 21.a GAS FOR HOOKUP w w w IIIA GENERATOR- %/87 zoa w w w BUILT AS 284 x20.6 PER PLANS KOHL ER 30 CLL X176 GENERATOR SYSTEM - DETAIL OF PUMP STATION - SCALE: V=20' VILLAGE OF GREENPORT S,C.T,M. No, 1001-001,00-01,00-001,001 ` SHEETS LEGEND VN 09/11/2020 D.M. INCLUDED DETAIL OF PUMP STATION T.L.S. 3?1DATE BY DESCRIPTION APPROV. BY SHEET 1 SHEET 3 REVISIONS Town of Southold SHEET 4k s Suffolk County, New York s. 62600 COUNTY ROAD 48 VINEYARD VIEW, LLC -_ , - AS-Built Survey Nfy,y Pump Station and Force Main c,.., �• STjl �n L. K. McLEAN ASSOCIATES , P . C . I hereby certify that this map was made from an actual survey Q ��" CONSULTING ENGINEERS & LAND SURVEYORS GRAPHIC SCALE / completed by me on 07/20/2020. 1` �' ,bra 30 0 15 30 60 120 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK • MON, FND, .� c-t; � � 05052. > r �•r, Designed BY P.L. Scale: 1 - 30 Sheet No. IN FEET TAMARA L. STILLMAN, P.L.S. � �.� 8 y D.M. Date: 07/20/2020 NYSPLS No. 50528 Drawn B + 2 ( ) �/4NDSU 1 inch = 30 ft. -' CAUsers\tstfllman\Desktop\17106.000 As-Built FINAL REVISED 9-11-20.dwg 6/29/2011 4.17 PM Tamara Stillman Approved By, T.L.S File No. 17106.000 LEGEND C---- •GUY WIRE AS BUILT SURVEY OF 0_1 LIGHT POLE PROPERTY -O- -UTILITY POLE LOCATED AT 1tL17 'UTILITY LIGHT POLE 62600 COUNTY ROAD 48 1 LIPA16 GUIDE RAIL M .LAMP POST VINEYARD VIEW LLC -'--°'--••--'•-`--'-•�� ----""'-"-- W `. EO ELECTRIC MANHOLE � W W _ _ W W W W _ - w ------ --- W W - W - W W w --- © ELECTRIC METER DRAINAGE HEADWALL o GREENPORT • ROOF LEADER SIGN TOWN OF SOUTHOLD NORTH RDAD CR 48 N 58°46 '30" E 352,38 EP 3zi -SIGN DOUBLE POST SUFFOLK COUNTY, NEW YORK S ------© OO -UTILITY MANHOLE TC 34,1 s --TL-aas----rs 33,5'--'"--"• S _ S --"•"-'- P 2- $ EDGE OF PAVEMENT EP 331 S s -" s S -� '`T- £P 333 P 33A EDGE OF PAVEMENT 33+ ~4 EP 33.3 GUIDE RAIL OO 'SANITARY MANHOLE - TL 3,.e 31.3 S 5P-T;�----��� EP 338 EP 337 AREA - 748,703± S F T 0 R 17. 188± x x 34.4 DGE OF PAVEMENT © ACRES `0 Tib 241r,-x3 1 x34,3 - --- o z3t9 'r.,A.:� H AII t. GUIDE RAIL -&#4336 .� _ GV . y� #439 34J __ __.-. _. ... .......TL--�,.s; aNCRETE-ca GAS METER -�_-i Tc 34.4 EP 3,.3 �# 38 GUIDE RAIL LIRA #437 a � � EP 31.0 1 U4 'GAS VAL VE i' x338 o= o, INV=27,89 ° 336 ! 14'BIA. .71 ° ^00 18'RCP -,. - I xPR. ;,'DIA L.P. °oma © 'GAS MANHOLE TL 345 TC 33.4 ` "1 ,E/INV=24.3 18'CPP EP 335 EP 33.4 3 a=°o ae 33 STEP I \`BOTT=223 ss o°'oeo'e 26.6 ( TELEPHONE MANHOLE X 34.5 x \ PB x 251 x 24.6 ^�o eo o.. K. . X24.9 so 252 CcV -SANITARY CLEANOUT TC 333 26.0 RfIh25,8 2X ��� �''' RIN=2539 uiG 3x2 EP 32.7 ` '/ 1 x X !�i S/fNV-21.S 1B CPP x2',' x2+•5 4 �:B,eLPp oV SANITARY VENT ELECTRIC \ 25.1 - BUTT.=20.0 %245 %24,9 x250 IFJLL OF WATER) 32" x250 x24.6 TT=19.9 TC 32,2 Ly M3I 258 25.5 x25.6 x25.6 x256 x258 ❑ -POST NOTES VINEYARD �4 xxP55 x256 x 34.9 VIEW , BRUSH x 25, x25,3 x 24.6 252 x 257 'FL AGPOL E Q 255x x250 x25, I 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS. JQ x341 330 S x24.0 x2,.0 x237 x235 x239 i� o x332 ,24., 241 2x59 - 2X'6 235 x233 PARK BENCH t.s• :¢c 30'9 o © 4rDIA L 4.9 SAND FILTER AREA -- -xne 1 ® -PICNIC TABLE 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLANE COORDINATE SYSTEM NAD83, TC 30.8 © NE/INV=20.8 B'LPP I �' EP 30,1 2• N/INV=20.9181CPP o0 0O0 - x25.6 i CD -DRAINAGE MANHOLE LONG ISLAND ZONE. BOTT.=19.6 a PB Pa y OO DRAINAGE CLEANOUT x3a5 x31.5 © © x251 novo e° x253; o �a ' _ J. 3. ELEVATIONS REFERENCE NA VD 1988. x333 34.1 Q - _ -MAIL BOX -'1 I x21.3 Big°epvo TL 29.1 (FIRE) w 3: x3a9 W W \ �• -FIRE HYDRANT (2) 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED EP 2a6I Zgo8e'b�'°x22. x x 22.7 . x221 000° J 2 x32.4 237 I a&°aoe x TC 28.1' 222 1 x3,,7 ao fg%4 220 // -BOULDER LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209 SUBDIVISION 2, 6F THE 2' 27.8 EP 27.7 W x28=_ W 1, 22s xI x krw2092 x2a6 <DOMESTIC) •t0'DIA.L.P, x21,0 x2c''' O p �4­ NEW YORK STATE EDUCATION LAW.SV/INV=17.318(220 'RIP-RAP< V4e x302xP54 X24.7 231X22.51 X 22.4 BOTT.=14VATER) DQa ,C 27., X27.3 x22, \ I X21.9 c ' \ 231 I I�, ® RECTANGULAR DRAIN INLET ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF EP 26.6 x (FIRE) M' W 1 RIM=22.53\ / x PO.6\ I x20.6 x lI �• 1 w w 226 NV/INV=19.5 B'CPP 220 \x ®y x20.6 �.\ x ze.s> SPOT ELEVATION THE LAND SURVEYOR'S "EMBOSSED"OR "INKED"SEAL SHALL BE CONSIDERED TO BE W (DOMESTIC) (FULL OF VATER) � \_r "�J TC 23711\`RIM=2216 H/C -HANDICAPPED VALID TRUE COPIES. x250 �� x B07T.=15.5 4'DIA.LP/C.B. x26.1 EP 234 ` ' 23' 1 X223 22,2xx22.2 21.9 E/INV=l8.3 tB'CPP q 0 TC 26.3 EP 277 253 24.2 TC 24.3 RIM=23.16 PB % x PB FULL OF WATER X20.6 O STO x P 238 X232 PIS BOTT,=171 O f ,ODIA.LP. 226 x X 227 \ 3 RID ROOF O VERHANG SSE/INV=18.4!B'CP.R I y I I/v __1 \�l Pas x20.3 l� TL 245 ESET-15.78.5 18+(22 C 236 To 23D 1 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN RIM-R4.40 ASPHALT �' X 24.1 BOTT.=157 1 P 23,2 EP 22.7 1¢ 2' -' W- -'-'-_ w if 20,6 O Qx EP 2..2 X24.3 '. --_- -- A/C UNITS \ CS 'CONCRETE SLAB TC 250 PRECAST 25'X4' x , C 2.s TC 231 \ D / p W 229-- ON C i x20'6 � � ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS EP 2,., ESE/INV=21.718(22 EP 23,8 \ I q I - -_,22.6 23.2 Barr.=l9e 24.2 Tc 24.1 PC I1 y 1 231 140 • ---- � ! \ W � o 'IRRIGATION BOX TL 24.9 CONCRETE CURB EP 233 x232 x !;W ; lSt4' ---- ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND EP 2,., RIM=2332 TC 23. 230 11 ti 1 14.3' 2.8 i I �- XPo•5 X20.7 ® 'ROUND DRAIN INLET RIM=24.98 x2,,0 IODIA.L.P. Tc 24o EDGE OF PAVEMENT EP 238 I I ;# o I RIN=2239 x21.8 O SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM SIIN LP. SSE/INV=19.018(22 S/INV=79.2 IBCPP EP 236 RIM=2306 10'DIA.L.P. 1 1 NV/INV=21.6 IBCPP ENE/INV=19.0 18'(22 V/rNV=16.6 B'PVC x230 2 - °� •� I ! \ -CA TCH BASIN THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY E/INV=19.2 &OTT=130 �6 S/INV=16.6 8'PV x232 ;O ` { \I 232 SV INV-8.4 18'LPP `+ X24.0 232 229 230 � � Tc 230 tri. .�__ Barr.=Ia4 ! /D \ wv GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE X BATT=160 FM n F --30 FM 232 X23! EP 225 r` 232 RIM=2251 la' 122 E� I \ 2,.� 2 6 D X0.5 x21.3 I pd WATER VALVE •r•-•-�- PRECAST 2.5X1' 2 x23.9 $ $ $ s PC 1,5, �G1230 VNV/INV=19.7I8CPP - i / 20., ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE $ $ RIM=2236 --- TC 230 _ _ --P 22,51 I y��} BUTT-11,5 End STORY 1 r ,'DIA.L.P. PRECAST 25'X4' 7L 234 TL 230 EP 228 TL 29 TL 31 fyFF EL, DECK 1 I IM3 SE/INV=t7,218'CPP ® 'WATER METER TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. FM TC 250 FM TC 234 ySW/INV=19.4 18'(22 TC 22.8 -£P 228 EP 22.8 TC 229 EP 22.5 x226 EP T' EP 24.4 EDGE OF PAVEMEN EP 229 BDrT=177 EP 221 Ep 22,6 2. �'-' i I I 233 .„I 1 E BOTT.=15,4 TC 229 229 x y TL 226 C 22 , ACE NUMBER CONCRETE CURB ITC 235 y ' 22•+ Na`� ° I ! a1�_, x EP 22A___ ____. ..+•..�T.•� { EP 226 �I 232 I 64' 1 1 / 4 ---------------------------- .IPARk -- \ RIM=21.03 , ---- TL 228 �� TC TOP CURB 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. _ -- -i_. -- - -� i �. EP 226 I I I - 232 c 3'MAPLE 1 ; I 1.5' 1.5!' 1.5 �, I I I 7•!' P S7ORY I I 21.2 20.4 +DIA.L.P./C3. 2261 ; EP 22,1 1 iRAPE I �i 1 D X0.4 x x Nviwv=n.5 t8z'PP cs _ _ 2>L -- I 03 Pap H/C VAN p�I 1>uRDI►+G I _ 213 BATT=152 EP -EDGE OF PAVEMENT 14 I�2�B I �i PP% Acc£Ss I I I �1 afl 1 q! ^ 8. THE SURVEY CLOSES MATHEMATICALLY. .,, -CONIFEROUS TREE \ r rM=24.10 23 - - lA4' q. 1 I I rM=2ae7 J!� E/INV=19.2 18'(22 { I 1 14.3' a1 RIM=2335 S O W' 1_ W t0117A.LP. I I l x P2J I{ FF£L. I 1 ..,I O I WI RIM=2228 TC 224 TC 230 I { 21 JX/bD1M-/EIGf1T P3i7' I pl _ RIN=24.42 V/INV=19.2 IB'CPP I 1 V/INV 192 IB CPP \�- OI I I .-, 232 p '� ti NV/INV=18.4 18'(22 I NW/rNV=19.2 18'(22 1 1 01 -7.2 ePVC EP 221 EP 22,6 II P q1 . I �I/ W SE/fNV=7a4 t8'CPP I� 24.7 N/INV=192 IB'PP D\BOTT.=15,1 1 I 1 I X11 NNV/INV=t72 B'P'- 11 �i til QS FLaN 2nd STORY ` BOTT.=t7.9 I 'CONIFEROUS BUSH SW/INV=192 18'(22 x E/INV- PP LLL ' I 1 '-'-'r $ S 1 a:1 J AREA DECK I q ,=15,4 /� ' I RDI-2R.77 BOTT=14.1 -�- LI S TC 22.2 1 �I I D \ 4' 13-1' 1 £P 21.9 TC 22, los9e SQ FT \ DECIDUOUS TREE 1, 21.9 TC 224 1 1 RIM=2+.1B � 11 x EP 220 P RIM-22.79 RIM=P2I, SUFFOLK COUNTY REAL PROPERTY TAX MAP NO. \ .� 233\ I r22. 10'DIA.LP. 2nd STORY { ;.TC 229 TC 222 TC 22,1 3.0 I I ! VSW/INV=172 18'PVC ICS I £ JO'DIA.L.P. --���- 'EDGE OF WETLANDS SSE/INV=19.0 18'CPP DECK I 1!EP 224 EP F.'o EP 22.0 I 11 I End STORY I N/INV=18.1 IB'CPP \ D I CS r Y11 I WSW/rNv=19,918'(22 1 I Tc 2ao iI I I DECK __ '!DOMESTIC) r 2D,J Ba?T=IBJ .II,, WETLANDS 1 SE/lNV=19.918'CPPP STORY I EP I W 10,320.0 --1�1 DISTRICT 1000 IM=2301 ¢it I BOTT.=137 ' I C 223 b 1 ,0'DIA.LA 3 j �{ FRAPE FF EL. I ; � TC 22A EP 220 ti 1 w °J�3'63120• RIM=2375 I E/INV=19,3 18'(22 W 11 I RIM=2273 BLQLDING 232 _ o�.,11 ® EP 221 1 7.B' 2 (FIRE) oho e SECTION 040.00 !0'DJA.LP. D q I' S/INV=21.44 6'LPP , Y„ ; 2�.3-I FF EL, �' I2 ao amp, CI 'WETLAND FLAG S/INV=19.7 IB'CPP i/BOTT=10.8 t8'CPP y 11 DRAIN STRIP I 1• (�I !1 �(; 233 2nd I o8'` BLOCK 03.00 NNE/INV=19.5 1B'CP / W 11 2321 ' ME1r>fIr 25r -123.2 ;I RIN=21.67 tI,-, I FF EL. I 1 x21.8 oaoep PB 'PLANTING BED BOTT.=11.2 \ - 1 II IIIA.LJ? 1 I 1 I 329 �, $ LOT 001.000 1 Ir' 1 °I I. S/INV=17,9 IBCPP 11 1 o0 x2/I D�-;, W'' __ GROSS rime 1 ; Y ;, 2 NNV/fNV=Ja6,8•LPP t� •-•{- 2nd STORY PC 'PEDESTRIAN CROSSWALK R' 1 i RIM= BOTT.=16.9 1 I I ! DECK x \��/ 2 O I AREA I I ¢ II 10'DIA.V=1 k 237 RrM=2326 228 �p2 �I RIM=22.80 1os6o sa Fr. 1 I W NNL-/rNV=177,B�PP R t1 BP. I I �P2.6! c-� N/F -w- .UNDERGROUND WATER \ ¢ 1'IllA.L.P. I 1 q E/INV=17.6 18'CPP V/INV=17.918'(22 q 1 ' 4 PJ' S lo'DIA,L.P. �. i Barr.=,I,6 x W I 1--2T. 1 I �' 1 SAMIR ATTIA AND JILA SHARIF 23.9 r ! \ NV/INV=I9.8 Ie'CPP �q y ENE/INV=20.4 6'CPP 10, ; VJ 21.7 BOTT.=16.3 1 Q�' E/INV=19.818'(22 V/INV=19,718'CPP I TC 22.9 -� UNDERGROUND GAS 38 D BOTT.=123 �WO B17TT.=17.7 I I ti 1 I , EP 20.4 { 1I 01 ap Iw I lE\ 143' S,C.T,M No, 1001-004,00-03,00-002,000 UNDERGROUND SEWER I - ;--- 9 - - COLLECTION MAIN S" DR18 '""---- D I RIN=2279 I { o \ / ! 19 `� UNDERGROUND SEWER { I SIINV=21.50 6'CPP FF EL. I i x ♦_ 1 2a1 14.8', - -232 x 2L6 -957- t 57 ' TRAIN S?RIP TC 229 27.9 I --__- 22.7 R114--22,56X 1 __ 232 I °; EP 221 I _ -.1._._.-.-.-.-._._. / - 232 RIM=2305 {W , - ROOF DRAIN y -FM- \ , ENEIA.LP. PRECAST 2X2 _X321 D \ -' ......... d FORCE MAIN 2' HDPE Q'\ ENE/INV=tat 10 PP I ' ? I Y 2.5' RIM=2237 � V V/INV=19.0 IB'LPP ^�8' V/INV=202 fOCPP E/INV=20.6 6'LPP ' 'ROOF DRAIN LINE h SE/INV-198 f J {V WTT.=19.9 -- O W \ i Q 1 l0'DJA.L.P. J_jBOTT.=10.9 y IN=,227y I W W \ RIM=21.96 / \ 3{O SSE/INV=17.7 18(22 £ RIM-24.12 I x 231 W ' I 1o•DrA.LP. W I TRANSFORMER v/D'1V=fao 10'DIA.L.P. 2''2 1 ti I f 2nd STORY I I q¢ I _ D I q ' Borr.-121 _ - 1 , 1 i l.I \ D E/INV=IZ9 18'CPP \ I'r x S/INV=19.4 l0�PP ¢ , {G DECK 1 S/INV=17.9 I81CPP / ti{ 228 225 SE/INV=19.4 101CPP U 1 I RIM=2277 2nd ; BOTT.=162 i W' x N/INV=19.4 18'CPP X i S/!N✓=21.52 6-CPP FF ELI f BUTT.=11.1 , I 33'0 RIM=2225 1 .�1- x21.9 I 1 10'DIA.LP, 221 4- -------- --- RM-22,71 �;D-•��]l 1 U�/�. NNW/INV=17.718(22 C - PRECAST 2X2 I /��J R'DIA.1 ;2 V/INV=I7.7 18'CPP �U FNCF�fNUM ( - \ { E/INV=20.0]O CPP i H/C / T NINV-190I8CPP ® DOTT.=124 x26.0 x256 I 1 \ SSE/INV=fao IB'CPP I I h 1 'Lij ' A -� / r t____ I BOTT.=19.8 U/G ^ TC j.7 TC P30 EP 223 £P 226 ; I x25.5 x26.0 Oq Barr.=11.7 23.4 / ------- 232 142' .ELECTRIC I II 12214 \ _ / £P 224 1 �O rb x232 PB 232 CS - a1 24 22. 228 2 7 --------------- X2, 888... 1 \ 52 11 2 /EP 2 4 IS l i i rc 22e DRAIN STRIP _ ��- ___ _-'--•-'�"�:1-' PB CS EP 22,4 PB --- =-' � CONCRETE SIDEWALK � RfM=22.BS !� AIM=22_80 E/INV=21.5 6CPP , -------- -- -- - - (AJ� (1 1 _ _ _____ _ __ 'r(DOMc STl�••�' .wv. Eff %212 D\ e e 6'PVC FENCE- ' (DOMESTIC)I e W W --- w w SUFFOLK COUNTY DEPARTMENT OF HALTfi SERVICES APRRO A OF CONSTRUCTED WO4KS J� 4' 1 I I ti { \ $ RIN=2127 1.9 W W -- W (FIRE) 2t2 y, RIM-22,75 W1,rN LP xPas PRECAST 2X2' I I F { 1 \\p oo yo V/INV:17.7 18'CPP N/INV=Pa012'CPP o �eoBOTT.=15.5 E/INV=20,6 12'CPP1 17.9 i q I I�fII.JI RIM=21.89 \\ SEP 1 8 1 S/INV=20.6 6'CPP (.{/G �' t eoeo °o$ !0'DIA.LP. ° Date H.S.def.No. � BOTL-20.0 P-4 I rtECTRIC1 ' o$g NNV/INV=J7.61BCPP I 1 RIM=22.74 ^ I o� a°v S/INV=Ja018'CPP 4DIA.LP. i 1 x o pe RIM-221 BUTT-15.9 nQ /� 'a ^ .� r 2I,B ��ae +DIA,LP The sewage disposal and water supply ackles SE/INV=19.89.a,0'CPP 1? 1 1 D \ ° o° '� U/G ¢ , I °° BO T=16.00 1B CPP Barr.=lz6 ELECTRIC I� ; 11 / o p METER RIM=2237 at this location have been Inspected and/or PANEL '❑ 1 JOVA.L.P. a RIM=2278 1 1R• ',� q 1 \ J NI M=22.&!t8'CPP 10'DIA.L.P. certified by this t3epartment or other E,r s U/G BgTT=157 and found to be wiLefactay. f W/INV=18.7 12CPP \ ELECTRIC I 1 EINV=Dao IB•CPP BREAKER I x 211 SilNv=lBo la'cPP ., BOX I ! c ' Barr-116at g FF EL, 1 ; ' 201�' 2919/ Craig Knepper, P.E., Chief _-1232' 2nd STORY! R/o o ,`" i RIN=2312 i Office of Wastewat-er-Mapacement �•�ECKI ! i NW/INV=19,8 IBCPP A _ ^F.--____ J--I-,-, !-,J,,,!-� S E/INV=20,310'CPP -'-' L ___i , SE/rNV=20.312CPP CONCRETE SIDEWALK- ' � BUTT.=127 __7c 23.1 P 22.6 TC 23.1 TC 23.1 1 DDGWOO EP 22.6 EP 226 IDOG `� V �9 VILLAGE OF GREENPORT PB TC 22 O PB 6 I RANSFORME \ EP 221 TC 229 TC 22.6 TC 229 EP 22.4 S,C,T,M, No, 1001-001,00-01,00-001,001 TC 226 TC EP 222 EP 2 T4 C 229 2SHEETS LEGEND .9 EP 22.3 EP 221 226 TEP 224 v\ EP 22 2 X22.0 � CS IL, � \ < EP 22.1 , SHEET 1 4 TC 22.9 a s. \ D� EP 224 TL 22.8 a \` EP 22., RIM=2t.90 i /I 10'10IA.L.P. / T 2P-3 C .9 S/INV=172 181CPP / \ E PB BOTT.=187 � �•...,,,_ \ D I ® l IOBIA?LP. ~ ---e`er NAIL FND, \_ TC 230 V/NV=1aJ I81CPP SHEET 2 EP 225 / N/INV=18.1 18-CPP _- rr £ BOTT.=12.9 BUILDING ____ 1 399' I � • -- X21.9 A/T I UNIT ON CS LIA it 231 W M^S CS I ti ti In rrr� 0 s 09/11/2020 D.M. INCLUDED DETAIL OF PUMP STATION T.L.S. � I •- io A � � �\ UIG DATE BY DESCRIPTION APPROV. BY ELECTRIC £� a BREAKER I UNIT \ RIM=22.34 w P AIC O _ PIlI9 1 O BOX 10 DIA.L.P. !ON CS NW/INV=IaJ 18'LP - � REVISIONS p, I NE/INV-16,I 18'CPP FND. p� 231�.• E/INV=18.1 IB'CPP -- - \BOTTSV/INV=18.1 18'(22 O Town of Southold =11 \ 22.7 ' TC 2''VOGWOOD RIM=P236 \ O < Suffolk County, New York D 10'DIA L.P. _-, ff \ SW/INV=18,1 18(22 i o \\ BaTT=154 626►00 COUNTY ROAD 48 >=C 23.0 - P 225 U/G ` - - rM=22I Tc 23.0 ELECTRIC / �W / VINEYARD VIEW, LLC lODIA.L.P. EP 226 As-Built Survey V/INV=17.6 18'(22 \BI1TT.=t32 W D I x 222 ¢ CS I U �►\_� R 226 OF N��ro Purnp Station and Force Main SEE SHEET 4 1 hereby certify that this map was made from an actual survey �p�p I.- ST /P� L L. K K. M e LE AN ASSOCIATES , P . C . GRAPHIC SCALE completed by me on 07/20/2020. * 1�Q �y * CONSULTING ENGINEERS & LAND SURVEYORS 30 0 15 30 so 120 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK Sheet No. TAMARA L. STILLMAN, P.L.S. �� I ��Q;- Designed By. P.L. Scale: 1 - 307 IN FEET NYSPLS No. 50528 050528 L �V� Drawn Byl D.M. Date: 07/20/2020 3 1 inch = 30 ft. Q�� C,\Users\tstlllm°n\Desktop\17106.000 As-Built FINAL REVISED 9-I1-20.dwg 6/29/2011 4117 PM Tamara Stillman Approved Byl T1L1S File No. 17106000 AS BUILT SURVEY OF PROPERTY LOCATED AT 62600 COUNTY ROAD 48 VINEYARD VIEW, LLC GREENPORT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK AREA = 748,703± SQ.FT. OR 17. 188± ACRES LEGEND NOTES (--- GUY WIRE O , -LIGHT POLE 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS. -O- -UTILITY POLE 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLANE COORDINATE SYSTEM NAD83, -UTILITY LIGHT POLE LONG ISLAND ZONE. LAMP POST SEE SHEET 3 p ELECTRIC MANHOLE TC 23A past,_ x © � � � ELECTRIC METER EP 225 -,,EP 2p8` I 20.7 / 3. REFERENCE NA VD 1988. S \ / 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED o ROOF LEADER © PBI -� - LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE -� SIGN 22.6 •6 TC 230 x21.9 28x7 EP 22.7 �� �- SIGN DOUBLE POST S`fOR DEC --22 228 / xpt.6 NEW YORK STATE EDUCATION LAW. DECK_ __-___e1_230_ \ / ( 5• ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF Quzz UTILITY MANHOLE THE LAND SURVEYOR'S "EMBOSSED"OR "INKED"SEAL SHALL BE CONSIDERED TO BE Os SANI TAR Y MANHOLE - I4� -22''•S� RIW2ae6 �'x 2X.5 O p GAS METER �L• ;o Y J"IA 1 z 12•�p � 6 I I VALID TRUE COPIES. Gv I I q Barr.=13.1 x20.7 x21.7 �- P4 -GAS VAL VE ^ i £E x22.4 x220. 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS GAS MANHOLE ELECTRIC 4 x20.2 / ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND CO -TELEPHONE MANHOLE B �BRXAKER 41 xp2.6 / SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM �W SANITARY CLEANOUT ELECTRIC THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, oK SANITARY VENTA,C GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREON AND TO THE ❑ POST UN T i ` ` ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE 1-0 -FLAGPOLE 149- 1229 TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. -PARK BENCH �UILDING RIV '�•' �•_•_•_._..d �� 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. ® PICNIC TABLE w 5 2 \ OO -DRAINAGE MANHOLE WEE 0.F�a�9 I� ' 8. THE SURVEY CLOSES MATHEMATICALLY. oO DRAINAGE CLEANOUT E9 ® 21.3 / • MAIL BOX -FIRE HYDRANT C2� PIN&CAP ,I � BOUL DER PND, COUNTYo, SUFFOLK REAL PROPERTY TAX MAP NO. DISTRICT 1000 SECTION 040.00 O 0O0 RIP-RAP \,a' BLOCK 03.00 ® -RECTANGULAR DRAIN INLET ' LOT 001.000 X 26.51 •SPD T ELEVATION / H/C -HANDICAPPED / RIO ROOF OVERHANG CS -CONCRETE SLAB i D -IRRIGATION BOX ® ROUND DRAIN INLET CA TCH BASIN41 / WATER VAL VE / ® WATER METER r^ O -PARKING SPACE NUMBER v J ;ir TC TOP CURB LLJ f EP -EDGE OF PA VEMENT CONIFEROUS TREE / l tel. -CONIFEROUS BUSH / Q •DECIDUOUS TREE SUFFOLK COUNTY012PAPT.MENT OF HEALTH SERVICES - -- EDGE OF WETLANDS I VILLAGE OF GREENPORT APPY &F CONSTRUCTED WORKS - - -WETLANDS S.C.T.M No. 1001-001,00-01,00-001.001 Date �EP 1 ""� H.S.Ref.No. d-18 roC C511 Q -WETLAND FLAG The so%va a disposal and water supply PB PLANTING BED � p PR Y facilitics PC PEDESTRIAN CROSSWALK // ` 0t this location havo teen inspected and/or y certified by this Department or other agencies -w- UNDERGROUND WA TER e end found to to Satisfactory. -o- UNDERGROUND GAS _S_ UNDERGROUND SEWER COLLECTION MAIN, 8' DR18C_j Craig Knepper, P.E., Chinf -FM- UNDERGROUND SEWER r _ Office of Wastewater Mrnao-77rnnnt A FORCE MAIN, P' HDPE / " - - - -RODF DRAIN LINE r \ O VILLAGE OF GREENPORT \\ SC.TM, No, 1001-001,00-01,00-001,001 SHEETS LEGEND SHEET 1 SHEET 3 SHEET 2 09/11/2020 D.M. INCLUDED DETAIL OF PUMP STATION T.L.S. DATE BY DESCRIPTION APPROV. BY REVISIONS Town of Southold Suffolk County, New York 62600 COUNTY ROAD 48 M. VINEYARD VIEW, LLC As-Built Survey , f NEW Pump Station and Force Main % L. Sr" 0. L. K. McLEAN ASSOCIATES , P . C . GRAPHIC SCALE * �� 9y * CONSULTING ENGINEERS & LAND SURVEYORS I hereby certify that this map was made from an actual survey 30 0 is 0.0 so 120 completed by me on 07/20/2020. "� 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK 7" T Designed By. P.L. Scale: 1"= 30' Sheet No. a'�K zo, 050528 ( IN FEET ) TAMARA L. STILLMAN,P.L.S. � LANDS Drawn By D.M. Date: 07/20/2020 1 inch = 30 ft. NYSPLS No. 50528 ` C,\Users\tstlllman\Desktop\17106.000 As-Built FINAL REVISED 9-11-20.dwg 6/29/2011 4117 PM Tamara Stillman Approved B File No. PP y� T.L,S 17106,000 COMcheck Software Version 4.1.1.0 Envelope Compliance Certificate Project Information Energy Code: 2015 IECC �CvQ' - ANO Project Title: Vineyard View-Community Building g Location: Greenport, New York Climate Zone. 4a W t Project Type: New Construction t fy Vertical Glazing/Wall Area: 10% "- p 0 0,2 N � Construction Site: Owner/Agent: Desig oFntra County Road 48 Conifer, LLC BHC Architects Greenport, NY 11944 1000 University Avenue 1300 Walt Whitman Road Rochester, NY 14607 Melville, NY 11747 (585)324-0546 (631) 300-1010 chardeen@bhc-architects.com Additional Efficiency Package(s) High efficiency HVAC.Systems that do not meet the performance requirement will be identified in the mechanical requirements checklist report. Building Area Floor Area 1-Multifamily:Residential 2791 Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor(.) Perimeter Floor 1:Slab-On-Grade:Unheated,Horizontal with vertical 2 ft.,[Bldg. 240 --- 10.0 0.700 0.540 Use 1 -Multifamily](c) Roof 1:Attic Roof with Wood Joists,[Bldg.Use 1 -Multifamily] 2791 38.0 0.0 0 027 0.027 NORTH Right Wall:Wood-Framed,16"o.c.,[Bldg.Use 1 -Multifamily] 526 21.0 0.0 0.062 0.064 Window J:Vinyl/Fiberglass Frame:Operable,Perf.Specs..Product ID 31 --- --- 0 360 0.450 PGT Single Hung,SHGC 0.27,[Bldg.Use 1 -Multifamily](b) Door M.Glass(>50%glazing):Metal Frame,Entrance Door,Perf. 21 --- --- 0.380 0.770 Specs.:Product ID Metal Frame Entrance Door,SHGC 0.25,[Bldg.Use 1 -Multifamily](b) EAST Front Wall:Wood-Framed, 16"o.c.,[Bldg.Use 1 -Multifamily] 348 21.0 0.0 0.062 0.064 Window J:Vinyl/Fiberglass Frame:Operable,Perf.Specs.:Product ID 15 --- --- 0.360 0.450 PGT Single Hung,SHGC 0.27,[Bldg.Use 1 -Multifamily](b) Door M:Glass(>50%glazing).Metal Frame,Entrance Door, Perf. 21 --- --- 0.380 0.770 Specs.:Product ID Metal Frame Entrance Door,SHGC 0.25,[Bldg.Use 1 -Multifamily](b) SOUTH Left Wall.Wood-Framed,16"o.c.,[Bldg.Use 1 -Multifamily] 526 21.0 0.0 0.062 0.064 Window J:Vinyl/Fiberglass Frame:Operable,Perf.Specs.:Product ID 38 --- --- 0.360 0.450 PGT Single Hung,SHGC 0.27,[Bldg.Use 1 -Multifamily](b) Door P:Insulated Metal,Swinging,[Bldg.Use 1 -Multifamily] 42 --- --- 0.380 0.610 Project Title: Vineyard View-Community Building Report date: 06/12/19 Data filename: L:\10002-Conifer-Vineyard View\00-Design\02-Documents\06-ComCheck& Page 1 of 12 ResCheck\ComCheck-Community Building.cck a Assembly Gross Area Cavity Cont. ' Proposed Budget U- or R-Value R-Value U-Factor Factorw Perimeter WEST Rear Wall:Wood-Framed,16"o.c.,[Bldg.Use 1 -Multifamily] 348 21.0 0.0 0.062 0.064 Window J:Vinyl/Fiberglass Frame:Operable,Pert.Specs.:Product ID 15 --- --- 0 360 0.450 PGT Single Hung,SHGC 0.27,[Bldg.Use 1 -Multifamily](b) Door N.Glass(>50%glazing):Metal Frame,Entrance Door,Perf. 42 --- --- 0 380 0.770 Specs:Product ID Metal Frame Entrance Door,SHGC 0.25,[Bldg.Use 1 -Multifamily](b) Door P.Insulated Metal,Swinging,[Bldg.Use 1 -Multifamily] 42 --- --- 0.380 0.610 (a) Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. (b) Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation (c) Slab-On-Grade proposed and budget U-factors shown in table are F-factors. Envelope PASSES: Design 6% better than code Envelope Compliance Statement Compliance Statement. The proposed envelope design represented in this docu nt is consistent with the building plans, specifications, and other calculations submitted with this permit 'k tion.TXYoposed envelope systems have been designed to meet the 2015 IECC requirements in COMcheck Ve ion 4.1. L.0 o com ly with any applicable mandatory requir,pm-654 listed in the Inspection Che ist. o l� Name-7-1t I eSignature Date Project Title: Vineyard View-Community Building Report date: 06/12/19 Data filename: L:\10002-Conifer-Vineyard View\00-Design\02-Documents\06-ComCheck& Page 2 of 12 ResCheck\ComCheck-Community Building.cck COMcheck Software Version 4.1.1.0 Interior Lighting Compliance Certificate Project Information Energy Code. 2015 IECC Project Title. Vineyard View-Community Building Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: County Road 48 Conifer, LLC BHC Architects Greenport, NY 11944 1000 University Avenue 1300 Walt Whitman Road Rochester, NY 14607 Melville, NY 11747 (585) 324-0546 (631) 300-1010 Additional Efficiency Package(s) chardeen@bhc-architects.com High efficiency HVAC Systems that do not meet the performance requirement will be identified in the mechanical requirements checklist report. Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B X C) 1-Multifamily 2791 0.51 1423 Total Allowed Watts= 1423 Proposed Interior Lighting Power A B C D E Fixture ID : Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. 1-MultifamdX Total Proposed Watts= 0 Interior Lighting TB,D: No lighting fixtures specified Project Title: Vineyard View-Community Building Report date: 06/12/19 Data filename: L:\10002-Conifer-Vineyard View\00-Design\02-Documents\06-ComCheck& Page 3 of 12 ResCheck\ComCheck-Community Building.cck COMcheck Software Version 4.1.1.0 Exterior Lighting Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: Vineyard View-Community Building Project Type: New Construction Exterior Lighting Zone 2(Residentially zoned area) Construction Site: Owner/Agent: Designer/Contractor: County Road 48 Conifer, LLC BHC Architects Greenport, NY 11944 1000 University Avenue 1300 Walt Whitman Road Rochester, NY 14607 Melville, NY 11747 (585) 324-0546 (631) 300-1010' chardeen@bhc-architects.com Allowed Exterior Lighting Power A B C D E Area/Surface Category Quantity Allowed Tradable Allowed Watts Watts/Unit Wattage (B X C) Total Tradable Watts(a)= 0 " Total Allowed Watts= 0 Total Allowed Supplemental Watts(b)= 600 (a)Wattage tradeoffs are only allowed between tradable areas/surfaces. (b)A supplemental allowance equal to 600 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces. Proposed Exterior Lighting Power A B C D E Fixture ID : Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Parking area 2 ft2):Tradable Wattage Total Tradable Proposed Watts= 0 Exterior Lighting TBD: No exterior fixtures are defined. Project Title: Vineyard View-Community Building Report date: 06/12/19 Data filename: LA10002-Conifer-Vineyard View\00-Design\02-Documents\06-ComCheck& Page 4 of 12 ResCheck\ComCheck-Community Building.cck COMcheck Software Version 4.1.1.0 Mechanical Compliance Certificate Project Information Energy Code- 2015 IECC Project Title: Vineyard View-Community Building Location: Greenport, New York Climate Zone. 4a Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: County Road 48 Conifer, LLC BHC Architects Greenport, NY 11944 1000 University Avenue 1300 Walt Whitman Road Rochester, NY 14607 Melville, NY 11747 (585) 324-0546 (631) 300-1010 Additional Efficiency Package(s) chardeen@bhc-architects.com High efficiency HVAC.Systems that do not meet the performance requirement will be identified in the mechanical requirements checklist report. Mechanical Systems List Quantity System Type&Description Mechanical Compliance Statement Compliance Statement. The,proposed mechanical design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name-Title Signature Date Project Title: Vineyard View-Community Building Report date: 06/12/19 Data filename: L:\10002 -Conifer-Vineyard View\00-Design\02-Documents\06-ComCheck& Page 5 of 12 ResCheck\ComCheck-Community Building.cck COMcheck Software Versi®n 4.1.1.0 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Plan Review Complies? Comments/Assumptions & Req.ID C103.2 ;Plans and/or specifications provide all ;❑Complies [PR1]1 :information with which compliance :❑Does Not ;can be determined for the building ; ;envelope and document where UNot Observable exceptions to the standard are ;❑Not Applicable :claimed. C402.4.1 ;The vertical fenestration area <= 30 ;❑Complies [PR10]1 :percent of the gross above-grade wall :❑Does Not area. ❑Not Observable ❑Not Applicable C402.4.1 ;The skylight area <= 3 percent of the ;❑Complies [PR11]1 :gross roof area. ;❑Does Not I❑Not Observable :F-]Not Applicable C402.4.2 ;;In enclosed spaces> 2,500 ft2 ;❑Complies [PR14]1 !directly under a roof with ceiling ❑Does Not heights>15 ft. and used as an office, ; ;lobby, atrium, concourse,corridor, ❑Not Observable (storage, gymnasium/exercise center, ❑Not Applicable ;convention center, automotive ;service, manufacturing, non- refrigerated warehouse, retail store, ;distribution/sorting area, ;transportation,or workshop,the !following requirements apply: (a)the :daylight zone under skylights is >= half the floor area; (b)the skylight :area to daylight zone is>= 3 percent !with a skylight VT>= 0.40; or a minimum skylight effective aperture >= 1 percent. C405.6 ;Group R-2 dwelling units have ;❑Complies [PR16]1 :separate electrical meters. :❑Does Not ❑Not Observable ❑Not Applicable C406 :Plans,specifications,and/or ;❑Complies [PR9]1 calculations provide all information : Does Not with which compliance can be 1❑ determined for the additional energy j❑Not Observable !efficiency package options. ;❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Vineyard View-Community Building Report date: 06/12/19 Data filename: L:\10002-Conifer-Vineyard View\00-Design\02-Documents\06-ComCheck& Page 6 of 12 ResCheck\ComCheck-Community Building.cck Section # Footing/Foundation'Inspection ' Complies? Comments/Assumptions & Req.ID C303.2 ;Slab edge insulation installed per ;❑Complies [FO4]2 manufacturer's instructions. 1❑Does Not ❑Not Observable ❑Not Applicable C303.2.1 ;Exterior insulation protected against ;❑Complies [FO6]1 damage, sunlight, moisture,wind, E❑Does Not landscaping and equipment ,maintenance activities. ❑Not Observable, ❑Not Applicable C402.2.5 !Slab edge insulation R-value. ;❑Complies ;See the Envelope Assemblies table for values. [FO3]2 I ❑Does Not ❑Not Observable ❑Not Applicable C402.2.6 ;Radiant heating systems panels ;❑Complies ;See the Envelope Assemblies table for values [FO12]3 linsulated to >=R-3.5 on face opposite :❑Does Not space being heated. i ;❑Not Observable } ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 'Vineyard View-Community Building Report date: 06/12/19 Data filename: L:\10002-Conifer-Vineyard View\00-Design\02-Documents\06-ComCheck& Page 7 of 12 ResCheck\ComCheck-Community Building.cck Section # Framing/Rough-In,lnspection Complies? Comments/Assumptions & Req.ID C303.1.3 j Fenestration products rated in ;❑Complies [FR12]2 accordance with NFRC. ;❑Does Not ;❑Not Observable: ❑Not Applicable C303.1.3 !Fenestration products are certified as ;❑Complies [FR13]1 :to performance labels or certificates UDoes Not provided. ; ❑Not Observable: ❑Not Applicable C402.4.3 ;Vertical fenestration SHGC value. ;❑Complies ;See the Envelope Assemblies table for values. [FR10]1 I ;❑Does Not ❑Not Observable ;❑Not Applicable C402.4.3, ;Vertical fenestration U-Factor. ;❑Complies ;See the Envelope Assemblies table for values. C402.4.3. ;❑Does Not 4 [FR8]1 :❑Not Observable ;❑Not Applicable I I I C402.4.4 ;Ll-factor of opaque doors associated ;❑Complies ;See the Envelope Assemblies table for values. [FR14]2 with the building thermal envelope ❑Does Not meets requirements. i :[-]Not Observable; ❑Not Applicable C402.5.7 lVestibules are installed on all building ;❑Complies [FR17]3 entrances. Doors have self-closing ❑Does Not devices. ;❑Not Observable j ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Vineyard View-Community Building Report date: 06/12/19 Data filename: L:\10002-Conifer-Vineyard View\00-Design\02-Documents\06-ComCheck& Page 8 of 12 ResCheck\ComCheck-Community Building.cck Section # Mechanical'Rough-In Inspection Complies? Comments/Assumptions & Req.ID C402.5.5, ;Stair and elevator shaft vents have ;❑Complies C403.2.4. !motorized dampers that automatically :❑Does Not 3 3 close. ;❑Not Observable [ME3] i ;❑Not Applicable C402.5.5, 'Outdoor air and exhaust systems have;❑Complies C403.2.4. E motorized dampers that automatically :❑Does Not 3 !shut when not in use and meet [M+E58]3 . I maximum leakage rates. Check :❑Not Observable I gravity dampers where allowed. ❑Not Applicable j Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Vineyard View-Community Building Report date: 06/12/19 Data filename: L:\10002-Conifer-Vineyard View\00-Design\02-Documents\06-ComCheck& Page 9 of 12 ResCheck\ComCheck-Community Building.cck Section # - Insulation Inspection Complies? Comments/Assumptions & Req.ID . C303.1 ;Roof insulation installed per ;❑Complies [IN3]1 I manufacturer's instructions. Blown or :❑Does Not poured loose-fill insulation is installed 1 only where the roof slope is<=3 in ;❑Not Observable !12. ;❑Not Applicable C303.1 :Building envelope insulation is labeled ;❑Complies [IN10]2 with R-value or insulation certificate !❑Does Not providing R-value and other relevant ; ;data. ❑Not Observable ❑Not Applicable C303.2 ;Above-grade wall insulation installed ;❑Complies ; [IN7]1 I per manufacturer's instructions. ;❑Does Not ;❑Not Observable; ❑Not Applicable C303.2.1 ;,Exterior insulation is protected from ;❑Complies [IN14]2 !damage with a protective material. ;❑Does Not ;Verification for exposed foundation ; insulation may need to occur during I❑Not Observable !Foundation Inspection. ;❑Not Applicable ; C402.2.1, Insulation intended to meet the roof ;❑Complies [IN17]3 !insulation requirements cannot be ;❑Does Not installed on top of a suspended ,ceiling. Mark this requirement ❑Not Observable compliant if insulation is installed ,❑Not Applicable ;accordingly. C402.2.3 ;Above-grade wall insulation R-value. ;❑Complies ;See the Envelope Assemblies table for values. [IN6]1 ;❑Does Not ❑Not Observable ❑Not Applicable C402.2.5 )Floor insulation R-value. !❑Complies ;See the Envelope Assemblies table for values [IN8]z { ;❑Does Not C ;❑Not Observable ❑Not Applicable C402.2.6 ;Radiant panels and associated ',❑Complies [IN18]3 ;components, designed for heat :❑Does Not transfer from the panel surfaces to the occupants or indoor space are :❑Not Observable insulated with a minimum of R-3.5. ;❑Not Applicable C402.2.2 ;Roof R-value. For some ceiling !❑Complies ;See the Envelope Assemblies table for values. [IN2]1 !systems,verification may need to ❑Does Not ;occur during Framing Inspection. ❑Not Observable ❑Not Applicable C402.5.1. !All sources of air leakage in the ;❑Complies 1 !building thermal envelope are sealed, :❑Does Not [IN1]1 ;caulked, Basketed, weather stripped ; or wrapped with moisture vapor- ❑Not Observable: I permeable wrapping material to ;❑Not Applicable minimize air leakage. Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: Vineyard View-Community Building Report date: 06/12/19 Data filename. L:\10002 -Conifer-Vineyard View\00-Design\02-Documents\06-ComCheck& Page 10 of 12 ResCheck\ComCheck-Community Building.cck Section # Final Inspection Complies? Comments/Assumptions & Req.ID C402.5 ;Building envelope contains a ;❑Complies ; [FI55]11 continuous air barrier that has been :❑Does Not ;tested and deemed to limit air leakage;❑Not Observable <= 0.40 cfm/ft2. ; ❑Not Applicable C402.5.6 Meatherseals installed on all loading ;❑Complies [FI37]1 :dock cargo doors. ;❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Vineyard View-Community Building Report date: 06/12/19 Data filename: L:\10002 -Conifer-Vineyard View\00-Design\02-Documents\06-ComCheck& Page 11 of 12 ResCheck\ComCheck-Community Building.cck Project Title: Vineyard View-Community Building Report date. 06/12/19 Data filename: L:\10002-Conifer-Vineyard View\00-Design\02-Documents\06-ComCheck& Page 12 of 12 ResCheck\ComCheck-Community Building.cck �_. zt CD pr - BEATTY HARVEY COCO A R C H I T E C T S , L L P It A NEW YORK I MARYLAND VA A VV 1300 Walt Whitman Road, New York, 11747 p: (631)300-1010 owner/developer Conifer Realty AP ROVED AS NOTED 1000 University Avenue Suite 500 Rochester, NY 14607 DATE: 3 585.324-0500 '"Y 11944B.P.# � 1'+I�'JS;►PI.AC�4RD.,1 a f�t:"�'J"'"�'� FEE: r ob BY: - civil engineer GREENFmow ' NOTIFY BUILDING DEPART qT LKMA 765-1802 8 AM TC 4 PM FOR THE 437 &405 FOLLOWING INSPECTION'S: South Country Road 1. FOUNDATION - TWO REQUIRED Brookhaven, NY 11719 FOR POURED CONCRETE 631.286.8668 2. ROUGH - FRAMING & PLUMBING ELECTRICAL. 3. INSULATION iNSPECMON REQUI-REED m.e.p. &f.p. 4. FINAL - CONSTRUCTION MUST M/E Engineering, P.E.MMUNITY wlm3�k U I L "Uw1k I wl*qm G BE COMPLETE FOR C.O. 150 North Chestnut Street ALL CONSTRUCTION SHALL MEET THE Rochester, NY 14604 REQUIREMENTS OF THE CODES OF NEW 585.288.5590 YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. structural engineer PLUr.M3ER CER TIFICATION TDM Consulting Engineering ON LEAD CONTENT BEFORE 550 North County Road,Suite CERTIFICATE OF OCCUPANCY Saint James, NY 'l 1780 I S U E D F 0 C 0 S T U C T 10 631.686.5234 COMPLY WITH ALL CODES OF SOLDER USED IN WATER NEW YORK STATE & TOWN CODES SUPPLYSYSTEM CANNOT AS REQUIRED AND CONDITIONS OF EXCEE'D2/10 OF 1%LEAD. A R1 H 151 2 019 � key -- -_ TRUE SOUTHOLD TOWN PLANNING BOARD NORTH SOUTHOLD TOWN TRUSTEES _ ° N.Y.S.DEC kRL UMBiNG' "ALL.PLUMBING WASTE . o '&WATER LIQ ES NEED _ T''.'�7tNG,BEFQRE COVEFjING I' - _ OCCUPANCY OR ° USE IS UNLAWFUL = ° WITHOUT CERTIFICATE r](mer door project OF OCCUPANCY end ductwork testing required. VINEYARD VIEW DRAINAGE INSPECTIO'IS ArE nEQ"J:^ED Contact TOS Engineerin et 765-1560 before Backfill,OR Provide Englnecr's Certification County Road 48 that the drainage has been installed to Cede. 'irc reperatfon Greenport, NY 11944 required as per seal IVY'S Code EDA bo-NOT PP,QSEED INITN o`, °RE FRAMING'UNTIL SURVEY CFHAg NDA �N APPROVED.TION N dust provide Manuals "�q �o� X21422 � s per FOF NES NYS Energy Code issued date description 1 03/15/19 Issued for Construction SIRE MISPECTIOrl,� f i I REQUIRED BEFORE f f r-------------------- � �L T T T— I T---- 7 C i I i f -16%y7��IA9 _ E' f---------------------------------J----- f ----------------- ^--- f -------------------------------- I. f g[P title r6V-1d e, -A'e_ s 'n-n klcr pCOVER SHEET arAwinJ/,9Vtcs 6n ce, I [ N IRPEI REAL ESTATE DEVELOPMENT, CONSTRUCTION & MANAGEMENT - - drawn by: --- v checked by: --- scale: N.T.S. a_ J N project number: 10002 U N scaled inch 0 sheet number .0 Q 0 U O U COMM . BUILDING z co CVR a 0 �+ CD zi ABBREVIATIONS SYMBOLS DRAWING LIST4; # POUND OR NUMBER JAN. JANITOR & AND JST. JOIST < ANGLE JT. JOINT STANDARD REFERENCE BUBBLE _c o . CHANNEL LAV LAVATORY DETAIL NUMBER < w w u A.L. CENTER LINE L.M.B. LIQUID MARKER BOARD U W w 3 °G 1 = r` 00 00 00 00 00 � rn DIA. DIAMETER OR ROUND LAM LAMINATE a ri "' r' °C LU w ri `-' -1 `" 1 A3.01 O� W < rrnn wW Yn wrn wW w \1 pN 0Ln PERPENDICULAR LT. LIGHT �1 DRAWING NUMBER 1 O N Z N a) F- _1 0 e 1 O N t\-I w N = M � .-1 g o C1 o z r-I U r1 U r-i U 0 0 o 0 o BEATTY HARVEY COCO A.B. ANCHOR BOLT M.D.O. MEDIUM DENSITY OVERLAY V) o- o o a o o ,,_ A.C. ASPHALT CONCRETE M.H. MANHOLE t 1� DETAIL MARK OR N o 0 0 0 < o ARCHITECTS , L L P A.C.T. ACOUSTICAL CEILING TILE M.L. METAL LATH A3.01 ENLARGED PLAN "' J L' `-' N NEW YORK MARYLAND A.D. AREA DRAIN M.O. MASONRY OPENING SHEET NO. SHEETTITLE `" 1300 Walt Whitman Road, New York, 11747 A A.N.S.I. AMERICAN NATIONAL STANDARDS MAX. MAXIMUM A p: (631)300-1010 INSTITUTE MECH. MECHANICAL GENERAL A.F.A. ABOVE FINISH FLOOR MET. METAL CVR COVER SHEET • • • • • • • • owner/developer A.S.R. AUTOMATIC SPRINKLER RISER MFR. MANUFACTURER 1 Conifer Realty A/C AIR CONDITIONING MIN. MINIMUM SECTION GO.01 SYMBOL LEGEND,ABBREVIATIONS& DRAWING LIST • • • • • • • • 1000 University Avenue Suite 500 A1.00 ACOUS ACOUSTICAL MISC. MISCELLANEOUS Rochester, NY 14607 ADJ. ADJACENT/ADJUSTABLE MTD. MOUNTED CODE COMPLIANCE 585.324-0500 ALUM. ALUMINUM MTL. METAL CCO.00 CODE COMPLIANCE DATA& PLOT PLAN • • • • • • • APPROX. APPROXIMATE MUL. MULLION CCO.01 COMMUNITY BUILDING EGRESS PLAN • • • • • • • civil engineer ARCH ARCHITECTURAL AWP ACOUSTIC WALL PANEL (N) NEW 1 EXTERIOR ELEVATION ARCHITECTURAL LKMA N. NORTH 437&405 BD.A. BOARD N.I.C. NOT IN CONTRACT AO.01 COMMUNITY BUILDING SITE PLAN • • South Country Road BLDG. BUILDING N.T.S. NOT TO SCALE Brookhaven, NY 11719 BLK. BLOCK NO. NUMBER A1.00 COMMUNITY BUILDING FOUNDATION PLAN • • • • • 631.286.8668 BLKG. BLOCKING NOM. NOMINAL 1 A1.01 COMMUNITY BUILDING FLOOR PLAN • • • • • • • • BM. BEAMm.e.p. &f.p. BOT. BOTTOM O.C. ON CENTER 4 A1.00 2 INTERIOR ELEVATION A1.02 COMMUNITY BUILDING ATTIC PLAN • • • WE Engineering, P.E. BTR. BETTER O.D. OUTSIDE DIAMETER /OUTSIDE A1.03 COMMUNITY BUILDING ROOF PLAN • • • • • • • • B 150 Noah Chestnut Street DIMENSION /OVERFLOW DRAIN 3 Rochester, NY 14604 C CARPET O.H. OVERHEAD A2.00 COMMUNITY BUILDING FRONT& REAR ELEVATIONS • • • • • • • • • 585.288.5590 C.A. CATCH BASIN O.S. OVERFLOW SCUPPER A2.01 COMMUNITY BUILDING LEFT&RIGHT SIDE ELEVATIONS • • • • • • • • • C.I. CAST IRON OFF. OFFICE ROOMNAME ROOMNAME & C.J. CONTROL JOINT/ OPNG. OPENING 103 A3.01 COMMUNITY BUILDING REFLECTED CEILING PLAN • • • • • • • structural engineer CONSTRUCTION JOINT OPP OPPOSITE 0 ROOMNUMBER TDM Consulting Engineering C.P. CHECKERED PLATE A5.00 COMMUNITY BUILDING BUILDING SECTIONS • • • • • • • • 550 North County Road,Suite E C.T. CERAMIC TILE PT. PAINT/ POINT 101 A5.01 COMMUNITY BUILDING BUILDING SECTIONS • • • • • • • • Saint James, NY 11780 CAB. CABINET P.A. PLANTING AREA B DOOR NUMBER 631.686.5234 CFMF COLD FORM METAL FRAMING P.J. POUR JOINT A6.00 WALL SECTIONS • • • • • • • • CL CENTER LINE P.L. PROPERTY LINE A6.01 WALL SECTIONS • • • • • • • • CLG. CEILING P.MET. PRESSED METAL P1 PARTITION TYPE CLR CLEAR PAN. PANEL A6.02 WALL SECTIONS • • • • • • CMU CONCRETE MASONRY UNIT PL. PLATE ACCESSORIES A7.00 ACCESSIBILITY DETAILS&NOTES • • key COL. COLUMN PLAM. PLASTIC LAMINATE + (SEE LEGEND) TRUE CONC. CONCRETE PLAS. PLASTER A7.01 TYPICAL FRAMING&AIR SEALING DETAILS • • NORTH CONN. CONNECTION PLBG. PLUMBING FIXTURE NUMBER A7.02 TYPICAL FRAMING &AIR SEALING DETAILS • • CONST. CONSTRUCTION PLYWD. PLYWOOD i CONT. CONTINUOUS PR PAIR A (SEE LEGEND) A7.03 TYPICAL FRAMING&AIR SEALING DETAILS • • + CTR CENTER PTD PAPER TOWEL DISPENSER CTSK. COUNTERSUNK PVMT. PAVEMENT ❑ A7.04 TYPICAL FRAMING&AIR SEALING DETAILS • • O � OWNER SUPPLIED ITEMS SEE LEGEND A8.00 DOOR SCHEDULE&TYPES • • • • • • • do D.F. DOUGLAS FIR/ DRINKING Q.T. QUARRY TILE ( ) FOUNTAIN A8.00A DOOR DETAILS • • C. D.O. DOOR OPENING R. RISER 10 DRAWING REVISION NUMBER A8.01 WINDOW SCHEDULE&DETAILS • • • • ° D.S. DOWNSPOUT R.A. RETURN AIR DBL. DOUBLE R.D. ROOF DRAIN A10.00 RESTROOM PLANS, ELEVATIONS&DETAILS • • • • • • DEPT. DEPARTMENT R.F. RESILIENT FLOORING ° DET. DETAIL RAD. RADIUS WINDOW LETTER A11.00 FINISH AND ROOM SCHEDULES& FINISH FLOOR PLAN • • • A DIA. DIAMETER RB RESILIENT BASE (SEE LEGEND) Al2.00 KITCHENETTE PLAN, ELEVATIONS& DETAILS • • • • • • project DIM. DIMENSION REF. REFERENCE DN. DOWN REFRIG. REFRIGERATION / REFRIGERATOR COLUMN GRID LINE A13.00 FURNITURE FLOOR PLAN • • VINEYARD VIEW DR. DOOR REINF. REINFORCED �� STRUCTURAL DWG. DRAWING REQ'D REQUIRED DWR. DRAWER RESIL. RESILIENT BREAK LINE SO.10 GENERAL NOTES& LOADING • • • • • +D RM. ROOM E. EAST RV REVEAL S0.20 SPECIAL INSPECTION REQUIREMENTS • • • • • lipDATUM ELEVATION County Road 48 E.J. EXPANSION JOINT S1.00 FOUNDATION PLAN • • • • • E.T. EPDXY TOPPING S. SEALER E.W.C. ELECTRIC WATER COOLER S.A. SUPPLY AIR 51.01 ATTIC/LOW ROOF FRAMING PLAN • • • • • • Greenport, NY 11944 seal EA. EACH S.A./V.D. SEE AUDIO/VISUAL DRAWINGS EARTH 51.02 HIGH ROOF FRAMING PLAN • • • • • • EF EIFS SYSTEM S.C. SOLID CORE ,��E��D AAC EL., ELEV. ELEVATION S.C.D. SEE CIVIL DRAWINGS S2.00 FOUNDATION SECTIONS • • • • • 0 �5 �pRE ELEC. ELECTRICAL S.D. SCUPPER DRAIN /STORM DRAIN '"aA •�"° `0 52.01 FRAMING SECTIONS • • • • • • P�' cc) ENCL. ENCLOSURE S.E.D. SEE ELECTRICAL DRAWINGS SAND Q p EQ. EQUAL S.I.D. SEE INTERIOR DRAWINGS 53.00 SHEAR WALL ELEVATIONS& DETAILS • • • • • • . EQUIP. EQUIPMENT S.K.D. SEE KITCHEN DRAWINGS 53.10 TYPICAL WOOD DETAILS • • • • EXH. EXHAUST S.L.D. SEE LANDSCAPE DRAWINGS Ulf EXIST.,(E) EXISTING S.LD.D. SEE LIGHTING DESIGN DRAWINGS 54.00 TYPICAL FOUNDATION DETAILS • • • • • OQ� EXP. EXPANSION / EXPOSED S.M.D. SEE MECHANICAL DRAWINGS o CONCRETE �' ,4 •t EXT. EXTERIOR S.P.D. SEE PLUMBING DRAWINGS ° HVAC SOF S.S. STAINLESS STEEL/SERVICE SINK HO.00 GENERAL NOTES AND SYMBOLS- HVAC • • • F.A. FIRE ALARM S.S.D. SEE STRUCTURAL DRAWINGS F.B. FLAT BAR S.V. SHEET VINYL BRICK HO.01 SCHEDULES-HVAC • • • F issued date description F.D. FLOOR DRAIN S.WF.D. SEE WATER FEATURE DRAWINGS H1.01 FIRST FLOOR PLAN - HVAC • • • F.E.C. FIRE EXTINGUISHER CABINET SEC. SECTION 1 03/15/19 Issued for Construction F.F. FLOOR FINISH / FACTORY FINISH SH. SHEATHING H1.02 ATTIC AND LOWER ROOF PLAN -HVAC • • • F.G. FINISH GRADE SHT. SHEET CONCRETE MASONRY F.H. FIRE HYDRANT SHTG. SHEETING H5.01 DETAILS-HVAC • • • UNIT F.L. FLOW LINE SIM. SIMILAR H5.02 DETAILS-HVAC • • • F.O. FACE OF SL. SLIDING F.O.F. FACE OF FINISH SO. SOUTH H5.03 DRYER DETAILS-HVAC • • • F.O.G. FACE OF GLASS SPEC. SPECIFICATION STEEL ELECTRICAL F.O.M. FACE OF MASONRY SQ. SQUARE F.O.S. FACE OF STUD SSWP STAINLESS STEEL WALL PANEL EO.00 GENERAL NOTES AND SYMBOLS- ELECTRICAL • • • F.O.SH. FACE OF SHEATHING ST STONE E1.01 FIRST FLOOR PLAN - LIGHITNG • • • F.S. FLOOR SINK/ FULL SIZE/ FINISH STA. STATION SURFACE STD. STANDARD ROUGH WOOD E1.02 FIRST FLOOR PLAN - ELECTRICAL • • • FDN. FOUNDATION STL. STEEL FIN. FINISH STOR. STORAGE E4.01 DETAILS-ELECTRICAL • • • FL., FLR. FLOOR STRUCT. STRUCTURAL E4.02 DETAILS-ELECTRICAL • • • FLUOR. FLUORESCENT SUSP. SUSPENDED FINISHED WOOD F FR FIRE RATED / FRAME SWBD. SWITCHBOARD TRIM E4.03 DETAILS- ELECTRICAL • • • �- FRP FIBERGLASS REINFORCED PLASTIC SYM. SYMMETRICAL E5.01 ONE LINE DIAGRAM - ELECTRICAL • • • FRT FIRE-RETARDANT TREATMENT FT. FOOT/FEET T. TRANSFORMER /TREAD ROUGH WOOD E6.01 SCHEDULES-ELECTRICAL • • • FTG. FOOTING T.A. TREE AREA BLOCKING FURR. FURRING T.B. TACKBOARD/TOWEL BAR E6.02 SCHEDULES-ELECTRICAL • • title T.C. TOP OF CONCRETE/TOP OF CURB PLUMBING G.B. GRAB BAR T.J. TOOL JOINT PO.01 SCHEDULE SYMBOLS AND NOTES-PLUMBING • • • • SYMBOL LEGEND., G.C. GENERAL CONTRACTOR T.O. TOP OF PLYWOOD G.I. GALVANIZED IRON T.O.C. TOP OF CATCH BASIN PO.02 FIRE&BOOSTER PUMP PLAN 0ABBREVIATIONS & G.S. GALVANIZED STEEL T.O.M. TOP OF MASONRY GA. GAUGE T.O.P. TOP OF PARAPET P1.00 UNDERGROUND FLOOR PLAN- PLUMBING • • • • • DRAWING LIST GALV. GALVANIZED T.O.W. TOP OF WALL RIGID INSULATION P1.01 FIRST FLOOR PLAN-PLUMBING • • • • • GFRG GLASS FIBER REINFORCED GYPSUM T.P.D. TOILET PAPER DISPENSER GL. GLASS T.S. TUBE STEEL P1.02 ROOF PLAN-PLUMBING • • • • GR. GRADE T.V. TELEVISION P5.00 DETAILS-PLUMBING • • • GRD. GROUND TEL. TELEPHONE +. GSM GALVANIZED SHEET METAL TER. TERRAllO BATT INSULATION P5.01 DETAILS-PLUMBING • • • • G GWB GYPSUM WALLBOARD THK. THICK drawn by: --- GYP. GYPSUM TYP. TYPICAL P5.02 FIRE PROTECTION DETAILS- PLUMBING • • • • P5.04 WATER SERVICE DETAILS- PLUMBING • •, checked by: --- CL H.B. HOSE BIB U.O.N. UNLESS OTHERWISE NOTED GYPSUM SHEATHING H.C. HOLLOW CORE 0 OR WALL BOARD scale: N.T.S. } H.M. HOLLOW METAL V.C.T. VINYL COMPOSITION TILE } H.P. HIGH POINT/ HORSE POWER V.I.F. VERIFY IN FIELD project number: 10002 HDR. HEADER VERT. VERTICAL scaled inch < HDW. HARDWARE o HDWD. HARDWOOD W WEST sheet number U HGT., HT. HEIGHT W.C. WATER CLOSET/WALL COVERING HORIZ. HORIZONTAL W.H. WATER HEATER HR. HOUR W.P. WEATHERPROOF/WATERPROOF COMM . BUILDING = W/ WITH I.D. INSIDE DIMENSION/INSIDE DIAMETER WD. WOOD U INFO. INFORMATION WF WIDE FLANGE m INSUL. INSULATION WT WEIGHT I H O + INT. INTERIOR + + + + + + + + G0001 N CODE COMPLIANCE DATACD N ♦– - � C:) APPLICABLE CODES: • 602.5 TYPE V. • 1000 MEANS OF EGRESS • 1004 OCCUPANT LOAD .• THE DRAWINGS ARE BASED ON THE CURRENT UNIFIED NEW YORK STATE BUILDING CODE AS OF FILING TYPE V CONSTRUCTION IS THAT TYPE OF CONSTRUCTION IN WHICH THE STRUCTURAL y DATED THE 2015 INTERNATIONAL BUILDING CODE 3RD PRINTING WITHAPPLICABLE 2017 UNIFORM CODE ELEMENTS,EXTERIOR WALLS AND INTERIOR WALLS ARE OF ANY MATERIALS PERMITTED BY OCCUPANCY LOAD TABLE-COMMUNITY BUILDING "; r"1, SUPPLEMENT DATED OCTOBER 31,2017 AND THE FOLLOWING CODES AS ADOPTED BY THE STATE OF THIS CODE. NEW YORK. OCCUPANT BUILDING • 800 INTERIOR FINISHES GROSS LOAD OCCUPANT 1" 573347p"E 2015 INTERNATIONAL BUILDING CODE 3RD PRINTING • 803.1.1 INTERIOR WALL AND CEILING FINISH MATERIALS. ROOM AREA FACTOR LOAD _ - 2015 INTERNATIONAL EXISTING BUILDING CODE 5TH PRINTING NUMBER ROOM NAME FUNCTION (S.F.) (S.F./PERSON) (PERSONS) B E ATT Y HARVEY COC O - - 2015 INTERNATIONAL FIRE CODE 3RD PRINTING INTERIOR WALL AND CEILING FINISH MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE WITH ARCHITECTS , L L P 42738• 2015 INTERNATIONAL ENERGY CONSERVATION CODE 2ND PRINTING ASTM E84 OR UL 723.SUCH INTERIOR FINISH MATERIALS SHALL BE GROUPED IN THE 100 COVERED ENTRY ACCESSORY 64 0 0 NEW YORK MARYLAND 521230"E • —106.0o, 2015 INTERNATIONAL PLUMBING CODE 3RD PRINTING FOLLOWING CLASSES IN ACCORDANCE WITH THEIR FLAME SPREAD AND SMOKE-DEVELOPED 101 VESTIBULE BUSINESS 76 100 1 1300 Walt Whitman Road, New York, 11747 f 2015 INTERNATIONAL MECHANICAL CODE 3RD PRINTING INDEXES. q p: (631)300-1010 • • j Nw" 2015 INTERNATIONAL FUEL GAS CODE 3RD PRINTING 102 LAUNDRY ROOM BUSINESS 298 100 3 $_ CLASS A:=FLAME SPREAD INDEX 0-25; SMOKE-DEVELOPED INDEX 0-450. owner/developer ° 2016 NYS SUPPLEMENT TO THE ENERGY CONSERVATION CODE CLASS B:=FLAME SPREAD INDEX 26-75; SMOKE DEVELOPED INDEX 0 450. 103 CORRIDOR BUSINESS 218 100 3 Conifer Realty 2017 NYS UNIFORM CODE SUPPLEMENT TO THE BUILDING CODE CLASS C:=FLAME SPREAD INDEX 76-200;SMOKE-DEVELOPED INDEX 0-450. 104 MEN'S RESTROOM ACCESSORY 52 100 1 1000 University Avenue Suite 500 Rochester,NY 14607 • \ AMERICAN NATIONAL STANDARD(ICC Al 17.1-2009) • 803.11 INTERIOR FINISH REQUIREMENTS BASED ON GROUP. 105 WOMEN'S RESTROOM BUSINESS 52 100 1 585.324-0500 ° ` " " j'"' 106 LEASING OFFICE BUSINESS 232 100 3 s SPRINKLERED '••...- • • � ""�" """ "" . .` . • 300 BUILDING USE AND OCCUPANCY CLASSIFICATION civil engineer 107 MAINTENANCE ROOM BUSINESS 250 100 3 ' ' ngin • • INTERIOR EXIT CORRIDORS AND ° ASSEMBLY GROUP A-3 4 GROUP STAIRWAYS AND ENCLOSURE FOR EXIT ROOMS AND 108 JANITOR'S CLOSET ACCESSORY 25 300 1 LKMA BUISNESS GROUP B RAMPS AND EXIT ACCESS STAIRWAYS ENCLOSED SPACES ( 437 &405 �'- ° u���� 109 FITNESS ROOM EXERCISE 292 50 6 South Country Road W RA' "" s • 500 GENERAL BUILDING HEIGHTS AND AREAS E Y C Brookhaven, NY 1 1719 o a• ��� • 504 BUILDING HEIGHT AND NUMBER OF STORIES C A-3 B B C Q 110 GREAT ROOM SMALL ASS'BLY 721 * 15 49 631.286.8668 111 STORAGE ACCESSORY 11 300 1 f � 6.,;.._ .. • NUMBER OF C m.e.p. 8.f.p. • _,° • BUILDING B B C 112 WATER PUMP ROOM ACCESSORY 187 300 1 150 HEIGHT STORIES Engineering, BUILDING ALLOWED VIDE ALLOWED PROVIDED 804.2 PROS • 804 INTERICLASSIFICATION.CATOOR FINISHION INTERIOR FLOOR FINISH AND FLOOR COVERING MATERIALS REQUIRED BY NorthChestnut NY 14604 113 COVERED PATIO ACCESSORY 192 0 B A WED PRO D A WED DSECTION 804.2.2 TO BE OF CLASS I OR II MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE TOTAL BUILDING OCCUPANT LOAD= [=70 3 585288.5590 • " ) COMMUNITY 60' 22.54' 3 1 WITH NFPA 253. ° • CLASS I z 0.45 watts/cm2 NET SQUARE FOOTAGE structural engineer FT T ° • 506 BUILDING AREA CLASS II >_ 0.22 watts/cm2 n % J it ' -- • • 1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS TDM Consulting Engineering . 550 t BUILDING AREA • 804.4.2 MINIMUM CRITICAL RADIANT FLUX.IN ALL OCCUPANCIES,INTERIOR FLOOR FINISH AND FLOOR 1006 2 EGRESS FROM SPACES North County Road,Suite E .r \ COVERING MATERIALS IN ENCLOSURES FOR STAIRWAYS AND RAMPS EXIT PASSAGEWAYS • 1006.2.1 EGRESS BASED ON OCCUPANT LOAD AND COMMON PATH OF EGRESS.TWO EXITS OR EXIT Saint James, NY 11780 STORY BUILDING ACCESS DOORWAYS FROM ANY SPACE SHALL BE PROVIDED WHERE THE DESIGN OCCUPANT 631.686.5234 O a CORRIDORS AND ROOMS OR SPACES NOT SEPARATED FROM CORRIDORS BY PARTITIONS BUILDING ALLOWED PROVIDED ALLOWED PROVIDED EXTENDING FROM THE FLOOR TO THE UNDERSIDE OF THE CEILING SHALL WITHSTAND A LOAD OR THE COMMON PATH OF EGRESS TRAVEL DISTANCE EXCEEDS THE FOLLOWING MINIMUM CRITICAL RADIANT FLUX. • "° i c , 2,385 , 750 2,386 • r " n PAT CE COMMUNITY 42 750 ' ' ° • 3. GROUP MINIMUM CRITICAL RADIANT FLUX MAXIMUM H OF EGRESS TRAVEL DISTANCE Q OC NCY OCCUPANT LOAD ( ITH SPRINKLER SYSTE ) key ° l CUPA P T WM • • - r------ 4 A 3 CLASS II 4 A 49 75' N \ PLAN ' B CLASS II B 49 100' ° �� I ---; • 900 FIRE PROTECTION SYSTEMS � • " .' -' • 901.6 SUPERVISORY SERVICE.WHERE REQUIRED,FIRE PROTECTION SYSTEMS SHALL BE MONITORED f _ N[ \.;,K ° BY AN APPROVED SUPERVISING STATION IN ACCORDANCE WITH NFPA 72. O PROPOSED BUILDING:COMMUNITY As%A� ----- - J • 901.6.1 AUTOMATIC SPRINKLER SYSTEMS SHALL BE MONITORED BY AN APPROVED SUPERVISING i USE&OCCUPANCY CLASS.: ASSEMBLY GROUP A-3 BUSINESS GROUP B GROSS AREA=2,385 SQ.FT. STATION. CONSTRUCTION CLASS.: VB . �° 506.3 FRONTAGE INCREASE: • 903.2.1.3 GROUP A-3.AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION o AUTOMATIC SPRINKLER SYSTEM: NFPA 13 BUILDING HEIGHT: 22.54' I— r - - 903.3 SHALL BE PROVIDED THROUGHOUT ALL BUILDINGS WITH A GROUP R FIRE AREA. NS NUMBER AREA: STORY: 2,386 SQ.FT. �STORIES: 1 BUILDING ArJ I 906.1 PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED AND INSTALLED AS FOLLOWS: TRUE o � I i BUILDING: 2,386 SQ.FT. L I L _ ONE(1)AT THE EAST ENTRANCE ONE(1)AT THE WEST ENTRANCE project a ^'22°�soo"H _ I I • 912.1 INSTALLATION.FIRE DEPARTMENT CONNECTIONS SHALL BE INSTALLED IN ACCORDANCE WITH VINEYARD VIEW THE NFPA STANDARD APPLICABLE TO THE SYSTEM DESIGN AND SHALL COMPLY WITH L _ J _ _ _ _ _ SECTIONS 912.2 THROUGH 912.6. PERIMETER=216 FT. FRONTAGE=216 FT. gee • 914.4 EQUIPMENT ROOM IDENTIFICATION.FIRE PROTECTION EQUIPMENT SHALL BE IDENTIFIED IN AN D D I 564,52• If=[F/P-0.251 W130 APPROVED MANNER.ROOMS CONTAINING CONTROLS FOR AIR-CONDITIONING SYSTEMS, .-1& 11 y f-0?751216-0.25]30130 SPRINKLER RISERS AND VALVES OR OTHER FIRE DETECTION,SUPPRESSION OR CONTROL County Road 48 J f- ELEMENTS SHALL BE IDENTIFIED FOR THE USE OF THE FIRE DEPARTMENT.APPROVED SIGNS IGreenport, NY 11944 • 506.2 ALLOWABLE AREA DETERMINATION: REQUIRED TO IDENTIFY FIRE PROTECTION EQUIPMENT AND EQUIPMENT LOCATION SHALL BE seal • 506.2.1 SINGLE-OCCUPANCY,ONE-STORY BUILDING (S1 SPRINKLERS NFPA 13) CONSTRUCTED OF DURABLE MATERIALS,PERMANENTLY INSTALLED AND READILY VISIBLE. • 915.1 GENERAL.CARBON MONOXIDE DETECTION SHALL BE INSTALLED IN NEW BUILDINGS IN PED ASC GROUP A-3 GROUP B ACCORDANCE WITH SECTIONS 915.1 THROUGH 915.6. c��� GER �T 1 PLOT PLAN _ _ ��> °�,�0 ALLOWABLE AREA FACTOR: A =24,000 SQ.FT. A =36,000 SQ.FT. r r • 915.1.1 WHERE REQUIRED.CARBON MONOXIDE DETECTION SHALL BE PROVIDED IN GROUP 1-1 1-2,14 �Q O CC0.00 SCALE: 1 = 100'-0° AND R OCCUPANCIES AND IN CLASSROOMS IN GROUP E OCCUPANCIES IN THE LOCATIONS Q t."-' r O Aa=24,000+(9,000 x 0.75) Aa=36,0000+(9,000 xJ0.75)ALLOWABLE BUILDING AREA: Aa=At+(NS x Ii) Aa=AI+( x If) SPECIFIED IN SECTION 915.2 WHERE ANY OF THE CONDITIONS IN SECTIONS 915.1.2 THROUGH „! - Aa=30,750 SQ.FT. k=42,750 SQ.FT. 915.1.6 EXIST. • 915.1.2 FUEL-BURNING APPLIANCES AND FUEL BURNING FIREPLACES.CARBON MONOXIDE DETECTION -1 � 0214'," 404 • 600 TYPES OF CONSTRUCTION SHALL BE PROVIDED IN DWELLING UNITS,SLEEPING UNITS AND CLASSROOMS THAT CONTAIN A O F N � • 602 CONSTRUCTION CLASSIFICATION FUEL-BURNING APPLIANCE OR FUEL-BURNING FIREPLACE. E COMMUNITY BUILDINGS: TYPE VB E issued date description • 602.1 GENERAL 1 03/15/19 Issued for Construction 0 2 07/01/2019 Project Bulletin No.4 THE BUILDING ELEMENTS SHALL HAVE A FIRE-RESISTANCE RATING NOT LESS THAN THAT SPECIFIED IN THE FOLLOWING TABLE. FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS(HOURS) TRUSS/JOIST IDENTIFICATION SIGN BUILDING ELEMENT TYPE VB Signs shall be supplied and installed by G.C.at all exterior building entrance doors,exterior exit discharge doors,and fire department hose connections attached to the face of the building,not PRIMARY STRUCTURAL FRAME 0 more than 12 inches horizontally from the latch side of the doorjamb,and not less than 42 inches nor more than 60 inches above the adjoining walking surface. BEARING WALLS EXTERIOR 0 Signs shall consist of a circle 6 inches in diameter,with a stroke width of 1/2 inch.The sign INTERIOR 0 background shall be reflective white in color.The circle and contents shall be reflective red in color,conforming to Pantone matching system(PMS)#187. NONBEARING WALLS AND PARTITIONS F, ( EXTERIOR(FIRE SEPARATION DISTANCE>_30 FEET) 0 � — Signs shall contain the roman alphanumeric designation of the construction type of the building, INTERIOR 0 "1","II","III","IV"or"V"to indicate the construction classification of the structure under section 602 of the BCNYS.The alphabetic designation for the structural components that are of truss FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS 0 type construction,as follows: ROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS 0 "F" Floor framing,including girders and beams title "R" Roof framing "FR" Floor and Roof framing CODE THE SIGN FOR THIS BUILDING SHOULD READ AS FOLLOWS: 6"DIAMETER COMPLIANCE DATA & PLOT PLAN REFLECTIVE RED PANTONE(PMS)#187 z 0 - G drawn by:+ n J -- REFLECTIVE WHITE checked by: --- CL scale: AS NOTED Y2"STROKE project number: 10002 a� -scaled- me U Q Q sheet number 0 z ---- COMM. BUILD.NG LO F LR -- I. a, COMPLIANCE CODE LEGEND 0 `= ./ EGRESS PATH co --� 1 HR FIRE RATED PARTITION ------------ cc — F.E.C. FIRE EXTINGUISHER&CABINET { OCCUPANCY LOAD TABLE-COMMUNITY BUILDING I "' { OCCUPANT BUILDING GROSS LOAD OCCUPANT BEATTY HARVEY COCO EGRESS DOOR 2 ROOM AREA FACTOR LOAD ARC H I T E C T S , ULP NUMBER ROOM NAME FUNCTION (S.F.) (S.F./PERSON) (PERSONS) NEW YORK I MARYLAND (2)3'-0"x7'-0"DOORS 100 COVERED ENTRY ACCESSORY 64 0 0 1300 Walt Whitman Road, New York, 11747 67"CLEAR OPENING A p:(631)300-1010 0.15"/OCCUPANT 101 VESTIBULE BUSINESS 76 100 1 owner/developer 446 OCCUPANTS 102 LAUNDRY ROOM BUSINESS 298 100 3 Conifer Realty 103 CORRIDOR BUSINESS 218 100 3 1000 University Avenue Suite 500 Rochester,NY 14607 y COVERED 104 MEN'S RESTROOM ACCESSORY 52 100 1 585.324-0500 PATIO 105 WOMEN'S RESTROOM BUSINESS 52 100 1 El 1-3 106 LEASING OFFICE BUSINESS 232 100 3 civil engineer 107 MAINTENANCE ROOM BUSINESS 250 100 3 LKMA ACCESSIBLE COUNTER 437&405 WITH 34"HIGH COUNTER 108 JANITOR'S CLOSET ACCESSORY 25 300 1 South Country Road HEIGHT 109 FITNESS ROOM EXERCISE 292 50 6 Brookhaven, NY 11719 631.286.8668 ACCESSIBLE SINK WITH 30" 110 GREAT ROOM SMALL ASS'BLY 721 * 15 49 F.E.C. WIDE KNEE SPACE MEETING m.e.p. &f.p. ROOM NAME: GREAT ROOM ��� ICC Al 17.1-2009 SECTION 306 111 STORAGE ACCESSORY 11 300 1 M/E Engineering, P.E. USE GROUP: ASSEMBLY A-3 �� 112 WATER PUMP ROOM ACCESSORY 187 300 1 B 150 North Chestnut Street AREA: 721 S.F.NET Rochester,NY 14604 LOAD FACTOR: 15 S.F./PERSON ��� 113 COVERED PATIO ACCESSORY 192 0 0 585.288.5590 OCCUPANT LOAD: 49 PERSONS =_I = MEANS OF EGRESS PATH ORIGIN: COMM.ROOM TOTAL BUILDING OCCUPANT LOAD= 73 � KITCHENETTE I DISTANCE: 35-0EGRESS DOOR 4" structural engineer *NET SQUARE FOOTAGE (2)T-0"xT-0"DOORS TDM Consulting Engineering ROOM NAME: STORAGE 67"CLEAR OPENING USE GROUP: ACCESS.STOR. 550 North Count Road,Suite E 0.15"1 OCCUPANT Saint James, NY 11780 631.686.5234 AREA: 17 S.F.GROSS ; 446 OCCUPANTS LOAD FACTOR: 300 S.F.GROSS - -- OCCUPANT LOAD: 1 PERSON i � ROOM NAME: WATER PUMP RM USE GROUP: ACCESSORY key AREA: 187 S.F.GROSS " ELECTRIC FIREPLACE ® LOAD FACTOR: 300 S.F./PERSON PLAN OCCUPANT LOAD: 1 PERSON GREAT WATER PUMP R00 ROOM ROOM NAME: JANITOR'S CL. 110 i 112 USE GROUP: ACCESS.STOR. ff AREA: 20 S.F.GROSS -- LOAD FACTOR: 300 S.F./PERSON i ® " OCCUPANT LOAD: 1 PERSON { 30"HIGH ACCESSIBLE COUNTER WITH 27"HIGH TRUE KNEE CLEARANCE o i ROOM NAME: MAINT.ROOM , project USE GROUP: BUSINESS B AREA: 239 S.F.GROSS MEANS OF EGRESS PATH 11 VINEYARD VIEW LOAD FACTOR: 100 S.F./PERSON ORIGIN: FITNESS ROOM OCCUPANT LOAD: 3 PERSONS - TORAGE DISTANCE: 56'-0" CLOSET Y EGRESS DOOR 3 OM 0 111 ITNESS ROOM NAME: FITNESS ROOM Count Road 48 � 109 USE GROUP: ASSEMBLY A-3 Greenport, (2)3'-0"x7'0"DOORS JANI AREA: 292 S.F.GROSS NY 11944 67"CLEAR OPENING MAINTENANCE CLOSET i LOAD FACTOR: 50 S.F./PERSON seal ° 0.15"/OCCUPANT ROOMFl-0-8-1r"""""" 'r'"'-""""""""'1 OCCUPANT LOAD: 6PERSONS p CH/Tl 446 OCCUPANTS 107 �Q` AR C� ROOM NAME: MEN'S RESTROOM d MEWS, USE GROUP: ACCESSORY ¢ � R1r�TR00 :�\ AREA: 52 S.F.GROSS � ROOM NAME: WOMEN'S ROOM i ; 104 LOAD FACTOR: 100 S.F./PERSON USE GROUP: BUSINESS B ° ° ';, • OCCUPANT LOAD: 1 PERSON �2 * �O AREA: 52 S.F.GROSS _ L _ ; ;�-�= 02� LOAD FACTOR: 100 S.F./PERSON --- S T�TE O� OCCUPANT LOAD: 1 PERSON `� ' T' - ' VOM(N.'S, REST Qt�AI CORRIDOR y'+ - + 105 103 E issued date description • ROOM NAME: LEASING OFFICE ROOM NAME: CORRIDOR USE GROUP: BUSINESS B USE GROUP: BUSINESS B 0 1 03/15/19 Issued for Construction �=„-L � F.E.C. nADADA WASH AREA: 223 S.F.GROSS 2 07/01/2019 Prosect Bulletin No.4 AREA: 232 S.F.GROSS W/D ID W/D WID LOAD FACTOR: 100 S.F./PERSON LOAD FACTOR: 100 S.F./PERSON OCCUPANT LOAD: 3 PERSONS OCCUPANT LOAD: 3 PERSONS �_ IIS � ��' ��' \I�-/ ��'�' � ♦moi i LEASING OFFICE ° ° ---fi; NON-STACKED ACCESSIBLE ROOM NAME: VESTIBULE 106 t LAUNDRY WASHER AND DRYER USE GROUP: BUSINESS B ROOM AREA: 76 S.F.GROSS i ACCESSIBLE COUNTER "4 102 E LOAD FACTOR: 100 S.F./PERSON 3 H IGHT OCCUPANT LOAD: 1 PERSON VESTIBULE 101 EGRESS DOOR 5 o o H (1)3'-0"x7'-0"DOOR F 33"CLEAR OPENING 0.15"/OCCUPANT LINT INTERCEPTER 220 OCCUPANTS FDC-FIRE DEPT ENTRY � COVERED SEE P-SERIES DWGS. SIDEWALK CONNECTION 100 title 13 13 ROOM NAME: LAUNDRY ROOM USE GROUP: BUSINESS B COMMUNITY AREA: 298 S.F.GROSS EGRESS DOOR 1 LOAD FACTOR: 100 S.F./PERSON BUILDING OCCUPANT LOAD: 3 PERSONS (1)3'-0"x7'-0"DOOR 33"CLEAR OPENING SIDEWALK FLUSH TRANSITION AT EGRESS PLAN 0.15"/OCCUPANT SLOPED TO SIDEWALK CONTROL JOINT 220 OCCUPANTS COVERED ENTRY CODE NOTES: 0 1.DOOR SADDLES:ALL EXTERIOR DOORWAYS SADDLES AT TO HAVE MAXIMUM 1/2"RISE TO MEET + drawn by: --- ACCESSIBILITY CODE. AT LEAST 60%OF ALL ENTRANCES TO BE ICC/ANSI COMPLIANT. checked by: --- 2. CARBON MONOXIDE DETECTORS ARE NOT scale: AS NOTED N REQUIRED. REFER TO ELECTRICAL DRAWINGS FOR FIRE ALARM,SMOKE DETECTORS. project number: 10002 3. ALL COUNTER SPACES AND LAUNDRY ROOM TO scaled inch Q BE ICCIANSI COMPLIANT. o � sheet number 1 COMMUNITY BUILDING EGRESS PLAN z CC0.01 SCALE: 3/16" = 1'-0" 4Q COMM . BUILDING CCO 0 A,0 + • � r Appendix E Area Calculations N O a, - ----° Table Five:Non-Residential 5 ace\\ \\ N _ irieyard Views CoTtiiTiuTilt ui ing p M ti Interior Total CD Gross Area Total Gross Number of Including Area ` Non-residential Space Gross Area Interior Each Space Exterior Walls Including Each Space Gross Area f Each Space Exterior Walls ,�� :r1''. Kitchenette/Great Room 1 800 8tt3 850 10 j - Maintenance Room 1 225 238 ;438 Janitors Closet 1 27 27 27 27 B E A T T Y HARVEY COC O Leasing Office 1 212 212 «. 232 232 Vestibule 1 58 58 "" 64 64 A R C H I T E C T S , L L P Waiting/Recep./Cooridor 1 268 ;..:;,268 268 268 .: NEW YORK I MARYLAND o Water Pump Room 1 186 $6 204 204 _ S23 3420..E Storage 1 17 17 17 �7 :„ 1300 Wait Whitman Road, New York, 11747 �q p: (631)300-1010 �� Fitness room 1 264 264 277 Restroom 1 52s tti 52 52 . owner/developer Laundry Room 1 276 ":",276 248 298 Conifer Realty Totals 11 , 2,385: .2,527 1000 University Avenue Suite 500 N _ _ Rochester, NY 14607 Appendix E Area Calculations M 427.38• 585.324-0500 106 00� Table Three:Total Residential Interior Gross Area Percentages 21�2 33 Vlneyar Views Ccii7tmurh Y 13irllting civil engineer • o • • \ Percent of LKMA i I 437&405 _ aw° Total Residential Space to Interior Total Interior Total Area South Country Road a �cfl o 3 Brookhaven,NY 1 719 ° � o' Residential Gross Area 631.286.8668 s • ° U , Dwelling nit Spa \Space 0 #t7 V •".# Residential Common Space 0 C3iVJ0! m.e.p. &f.p � I ,r Totals ° �� � ���° WE En P.E. o 150 North Chestnu treet Rochester,NY 14604 • I Table Four:Total Buildiing Gross Area 585.288.5590 l rr ine art3:i1t0wsComrqunit '8tiilclin t .. _.. �. ;4 . _. 1 \ Total Total Gross Area 0 struct ura engineer n rrTD Co nsultin Engineering GssArea Exteriors Walls v ResidentialDwelling Unit Space 0. 0 , 550 North County ad,Suite C Residential Common Area Saint James, NY 1 1780m Non-Residential Space 2 385 =2 527 631.686.5234 I o Grand Totals ?, 85 527: r € 1 I key N PLAN ° • DsSa � �.._ o ° _ x.. 44 Z ° -"- �_ - l ...................._.............................................. .........................v....' .........v._.-.. a Ml ° O O ® !, O0 �.._.._....._.... ,"" �Q \Y ae , El TRUE — 1 o p ° . .v) i project ° ° _ ° ,� ' . �- ° ` - \ VINEYARD VIEW + ° + County I Co t Road 48 I ° \ Greenport, NY 11944 ♦ � r i ♦ �5 ° Seal ® a A a m AR ° 3 � i h p - - - - , i i v` ---- - - - . , N, EfJA Q7 i 1 \ Q _ . o ° 021422 O 0 OF Ni 1' y T „ I ° r. issued date. .. description E / -� o E r '4 \ 1 03/15/19 Issued for Construction W \ o o ° 2 07/01/19 Project Bulletin No.4 1 , .fib �'r • .\ °'� ® � � \ _ � \ I ° o 6'17 PROPOSED BUILDI M NI • ti` USE&OCCUPANCY CLASS.: ASSEMBLY GROUP A-3 BUSINESS GROUP B W r CONSTRUCTION CLASS., N AUTOMATIC SPRINKLER SYSTEM: NFPA 13 N BUILDING HEIGHT: 22.54' p3 NUMBER OF STORIES: 1 BUILDING AREA: STORY: 2,386 SQ.FT. Z BUILDING: 2,386 SQ.FT. i r� M M title J ..... SITE PLAN moo. G- N22°16'00 y: --- � _ drawn b checked by: --- 0 scale: 1 =50'-0" / — — 2�0 project number: 10002 scaled inch Q — sheet number o 564.52' o 0 COMM. BUIL�DII�IG B�aJ 1 SITE PLAN — o •� A0.01 SCALE: 1"= 50'-0" cc + + + �+- + A09 01 --'--7- C-4 BEATTY HARVEY COCO ARC H I T E C T S , LLP NEW YORK I MARYLAND 1 2 1300 Walt Whitman Road, New York, 11747 .00 A2.00 p: (631)300-1010 owner/developer Conifer Realty 42'-8%" 1000 University Avenue Suite 500 Rochester, NY 146 13'-8Y4" 07 585.324-0500 6'-2" 12'-10" CL CL 11 civil engineer 7 �.g 7'-6/a„ 7-6' 7 LKMA 437 &405 -_-_--- ___-___I- South Country Road 1 10 Brookhaven, NY 11719 Ll J L — J L- — J L — 11 631.286.8668 I I m.e.p. &f.p. ' \ WE Engineering, P.E. ' B 150 North Chestnut Street Rochester, NY 14604 I I 585.288.5590 — — — — — — — — — — — — — — — — — — — — — — — structural engineer I — - - - - - - - - - - - - - - - - - - � — TDM Consulting Engineering 550 North County Road,Suite E Saint James, NY 11780 • 631.686.5234 0 I I key TRUE NORTH C r -1 � � r � L ,I— C - - - -I I I - - - - - - - - - - o F - - � I I- - - - - - - - - - -1 - L — — J 23'0 ” L — — � I OIL L I =P 2 I \ I 2 project - - - � I A5.01 A5.01 i I I VINEYARD VIEW I .. I --} I County Road 48 — — — j Greenport, NY 11944 I seal co O I i � ED Appy 2 �5 SORE C? JP_ A2A1 i .•: I L — — — -J CO Qv A5.01 I I r I A5.01 j, co CD a I I :•• � � oFNE`N E+ I c- I a L - - - J r issued date description ti + 1 03/15/19 Issued for Construction L — — — � I I o I I I I I I I • I I L — — — -J I • I I . I o + I . . I + I I • A5.00 title L — — — — — — — — — { - - - - - - - - - - - - — — — — — — — — — - rl - - - - - - - - - �I - _ _ - _ - - COMMUNITY - - - �' - BUILDING I IN IF 0 FOUNDATION ILL mo ------------IEE9 PLAN 15'-10%" 10'-11%" 15'-10%" 15'-1%" 12'-5%" � 15'-1%" + drawn by: --- checked by: --- CL scale: 3/16"= 1'-0" J V project number: 10002 1 1 scaled inch Q A5.00 A2.00 sheet number 0 u O U COMM . BUILDING 1 FOUNDATION PLAN Al.00 SCALE: 3/16"= 1'-0" 21 31 a N INTERIOR WALL ASSEMBLY LEGEND N � ASSEMBLY SYMBOL + ~ MATERIAL ROOF TRUSS ROOF TRUSS •.,. W WOOD-WOOD STUDS BOTTOM CORD BOTTOM CORD I RATING 0 NON-RATED WALL Rwwwwmm HwwwwmmW 1 1 HOUR RATED WALL ASSEMBLY WH16 WALL ASSEMBLY SYMBOL 1/2"RC-1 RESILIENT DOUBLE TOP PLATE 1/2"RC-1 RESILIENT DOUBLE TOP PLATE CHANNEL AT 12"O.C. (1)LAYER 5/8"TYPE'X' CHANNEL AT 12"O.C. STUD SIZE (1)LAYER 518"TYPE'X' (1)LAYER 518"TYPE'X' G.W.B.LAYER 518" IDES) ' G.W.B.(60TH SIDES) G. (BOTH SIDES) BEATTY 4 2x4(11/2"X31/2")STUD G.W.B. G.W.B. A R C H I T ERC T S VEY C L`O 6 2x6(11/2"X 5112")STUD NEW YORK I MARYLAND A WALLTYPE BLOCKING FOR GRAB BLOCKING FOR GRAB 1 2 1300 Walt Whitman Road, New York, 11747 H SHEAR WALL A5.00 p2.00 D DEMISING WALL BARS PER BATHROOM BARS PER BATHROOM p. owner /developer ELEVATIONS ELEVATIONS 2x4 WOOD STUDS AT 16" 2x6 WOOD STUDS AT 16" Conifer Realty O.C.U.O.N.SEE O.C.U.O.N.SEE 42'-84" 1000 University Avenue Suite 500 FIRE EXTINGUISHER&CABINET(F.E.C.): Rochester, NY 14607 SEMI-RECESSED CABINET AS MANF'D.BY'J.L.INDUSTRIES'. STRUCTURAL PLANS STRUCTURAL PLANS 585.324-0500 SERIES:"AMBASSADOR STEEL"MODEL#1816. FOR SPACING FOR SPACING 6'_2" 23'8%" 12'-10" TRIM STYLE:1-112"SQUARE . • FLUSH CABINET DOOR STYLE:V 518"�' 518" 5/8" 5112"�518" 7" T-15" 7'-64" 7'-6" 7" civil engineer VERTICAL DUO WITH 10 CLEAR ACRYLIC GLAZING. CONTINUOUS HINGE. 31/2 3/4,- 314' 437&n405 ZINC-PLATED HANDLE SAF-T-LOK. South Country Road C RED HELVETICA HORIZONTAL"FE"LETTERS#28 LDCARFE W04 NON-RATED W06 NON-RATED °' e = C� O �° •� '.•COVERED � ' � Brookhaven, NY 11719 PATIO 23-64"• ° 631.286.8668 e 113 •* ° • e • SLAB m.e.p. &f.p. ENERGY COMPLIANCE/TOTAL BUILDING PERFORMANCE NOTE: 1}_4�„ d,7-6„° r 7,_6a w cn 4r4®" ;� ALL HEATING SYSTEMS,COOLING SYSTEMS,SERVICE WATER d .e M/E Engineering, P.E. B HEATING,FAN SYSTEMS,LIGHTING POWER,RECEPTACLE LOAD ,• e ° „ . ' g 150 North Chestnut Street AND PROCESS LOADS MEET THE REQUIREMENTS PER SECTION • • °, e Rochester,NY 14604 C` C.407 OF THE 2015 IECC. 585.288.5590 V���V�V V���� 4=i •d d 110 F.E.C. i structural engineer B I I TDM Consulting Engineering o o 550 North County Road,Suite E Saint James, NY 11780 KITCH NETTE `� 631.686.5234 I I . I I O I I i O v �o I , � Q key I I N� I I W04 PLAN �, 4"FLOOR DRAIN;SEE DETAIL 4, C 2�'_L�Zx 2'-1Y4` ' 1 x a 2 1/ SHEET P5.00 ON MEP DRAWING - C 1B2 SET. 2 '-42" co co 112 � � ih O O O �' 4"FLOOR DRAIN;SEE DETAIL 4, °� 'r' `✓ W04 J WATER PUMP SHEET P5.00 ON MEP DRAWING N ° 2'-0/8 0 ROOM SET. W04 112 \ TRUE o GREAT o M 2 0 ROOM m W04 0 2 project A5.01 0 110 c rn m � A5.01 N VINEYARD VIEW I- O - D 0 County Road 48 r ^M� 1 „ s� W04 16 �„ 0 Greenport, NY 11944 17-10" 111 7-1/a a seal STORAGE �JJ co c. co o ( m 1 W04 111 EQ. EQ. ` q 2 PSE D A F� FITNESS A2.01 �� z f� a W04 NO3ET W04 ROOM o 109 13'-1 4" 108 1�„ ' W04 7�1 4" 16'-62" - LO A5.01 _ 107 a 108 b' 1 `n B MAINTENANCE .� 1A 1As \ W06 A5.01 o p O ROOM - O° L0 107 W06 ) 1A7 rn — — 1 � ,9 02142`Z yC� - TF rJE� E CORRIDOR MEN 0( issued date description 4 -{- — __ — 103 104 W06 o �� 6'5 2° T-1%" � 6' �" 9'-7 2" 0 1 4 03/15/19 Issued for Construction wJ` W06 a - 105 1oa z 2 06/06/19 Proiect Bulletin #1 W ME® = - O 3 3 06/12/19 Project Bulletin #2 J 105 '� 4"FLOOR DRAIN; N — — 4 07/01/19 Project Bulletin No.4 SEE DETAIL 4, O° E W04 W04 O° W04 tBs v SHEET F5.00 ON OK EP DRAWING SET. _ F E.C. W04 106 W04 106 W06 N O (1-0-6) LINT INTERCEPTOR;SEE DETAIL 3, 14'-4 2x '_102' I� W04 °� SHEET P1.01 ON MEP DRAWING L Cn Qa c W04 o SET. ��, .. . W04 0 2'1 4" W04 13'-1 4" I LAUNDRY F LEASINGOFFICE W04 103 `r ROOM - F A 15'-63Y2" 106 9'-1y4" 0 16'-62" ° • 2 VESTIBULE B A5.00 A5.00 101 1A2 •• o0 t�, N C', title C N � 1A1 N - COMMUNITY 8' 10%" 0 • r. .e 1 ,_6" J .104" ° '. • e e' •� •.e. • n• • • • :a • � BUILDING ••EvRY•. MERtD FLOOR PLAN 100 15'-104" 10'-11y4" 15'-104" drawn by: 1S�4x � 11'-11 4x � 15'-44" --- checked by: --- 42'-8%" J scale: 3/16"= V-0" H project number: 10002 1 1 scaled inch Q o A5.00 A2.00 sheet number 1- ' 0 U COMM . BUILDING K'1 FLOOR PLAN m SCALE: 3/16" = 1'-0" C H 1 1- 2l 3T T 7T -.�_ H 001 9 N ®zi An , '. J BEATTY HARVEY COCO ARC H I T E C T S , LLP NEW YORK I MARYLAND 1 2 1300 Walt Whitman Road, New York, 11747 A A5.00A2.00 p: (631)300-1010 owner/developer Conifer Realty 1000 University Avenue Suite 500 Rochester, NY 14607 585.324-0500 civil engineer LKMA 437 &405 South Country Road Brookhaven, NY 11719 631.286.8668 m.e.p. &f.p. M/E Engineering, P.E. 'P 150 North Chestnut Street Rochester, NY 14604 585.288.5590 structural engineer 1 TDM Consulting Engineering 550 North County Road,Suite E Saint James, NY 11780 631.686.5234 key TRUE NORTH 1 D io - M M L L O � O 22 project A5.01 A5.o1 VINEYARD VIEW D N + County Road 48 (V N Greenport, NY 11944 seal D ARcyi 1 2G, A2.01 A2.01 vP `poFOa 1 K 1 A5.01 � o K o •�� 01" 22 5 F F N E`N E, issued date description =�- 1 03/15/19 Issued for Construction N p N O N -I- 4 2 L L 2 A5.00A5.00 M M title COMMUNITY 1 1 BUILDING ATTIC PLAN drawn by: --- checked by: --- scale: 3/16"= 1'-0" N m project number: 10002 U 1 1 scaled inch L c o A5.00 A2.00 sheet number U O U COMM . BUILDING 1 ATTIC PLAN A1.02 SCALE: 3/16" = 1'-0" 2T4I CSI g H o . M ROOF NOTES CD 1. DETAILS WHICH ARE DRAWN IN HALF SECTION SHALL BE .' CONSIDERED TO INDICATE THAT THE SAME CONDITION %.y EXISTS ON THE HALF NOT SHOWN. 2. ALL DETAILS ARE MEANT TO SHOW MINIMUM .`r REQUIREMENTS.ANY REQUIREMENTS OF THE MANUFACTURER WHICH EXCEED THAT INDICATED SHALL ALSO BE SATISFIED. 3. ALL VERTICAL SURFACES WHICH ARE TO RECEIVE NEW FLASHING SHALL BE PREPARED IN ACCORDANCE WITH B E A T T Y HARVEY COC O MANUFACTURER'S DIRECTIONS WITHOUT ADDITIONAL COST A R C H I T E C T S , L L P TO THE CONTRACT. NEW YORK I MARYLAND 4. CLEAN ALL DEBRIS FROM ALL ROOF AREAS. . 2 5. ALTHOUGH DETAIL REFERENCES MAY BE SHOWN IN ONLY 1 300 Walt Whitman Road, New York, 11747 A5.00 A2.00 p: (6 )300-1010 ONE PLACE ON ROOF PLAN DRAWINGS.EACH SHALL BE CONSIDERED TYPICAL AND APPLICABLE TO ALL LOCATIONS owner/developer AND CONDITIONS SIMILAR TO THOSE WHERE THE DETAIL IS Conifer Realty INDICATED FOR THAT ROOF AREA. 1000 University Avenue Suite 500 6. THE CONTRACTOR SHALL ENSURE SAFETY AND STABILITY Rochester, NY 14607 OF THE STRUCTURE AT ALL TIMES DURING THE 585.324-0500 CONSTRUCTION TIMES. LEADER LEADER 7. REPLACE AND REPAIR TO ORIGINAL STATE ANY AND ALL civil engineer CONDITIONS THAT WERE DAMAGED BY CONSTRUCTIONS (INCLUDING WALKS,CURBS,WALLS,FLOORS,CEILINGS, LKMA GUTTER UTTER ROOF STRUCTURE,ETC.) 437 &405 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES South Country Road WITHOUT WRITTEN APPROVAL OF THE OWNERIARCHITECT, Brookhaven, NY 1 1719 9. NO HAZARDOUS MATERIALS,SOLVENTS AND FUELS,ARE TO 631.286.8668 BE STORED ON THE ROOF(OVER NIGHT IS NOT ACCEPTABLE)INCLUDING EQUIPMENT OPERATED BY m.e.p. &f.p. COMBUSTIBLE FUELS.ALL HAZARDOUS MATERIALS SHALL M/E Engineering, P.E. BE STORED IN LOCATIONS DIRECTED BY THE 150 NChestnut Rhter B OWNERIGENERAL CONTRACTORTHE STORAGE AREA WILL g Rochester, NY 14604 . BE WITHIN A REASONABLE DISTANCE FROM THE MAIN 585.288.5590 ROOF. 10. THE CONTRACTOR SHALL PROVIDE A FIRE WATCH WHEN structural engineer 1 OPERATIONS ARE CONDUCTED WHICH INVOLVE OPEN FLAME WORK.A MINIMUM OF TWO(2)FIRE EXTINGUISHERS TDM Consulting Engineering --RIDGE VENT SHALL BE ON THE ROOF AT ALL TIMES. 550 North County Road,Suite E 11. NO STORAGE(OTHER THAN FOR FLAMMABLE LIQUIDS)WILL Saint James, NY 11780 BE PROVIDED EITHER ON THE GROUND OR IN THE BUILDING. 631.686.5234 ALL STORAGE WILL BE ON THE ROOF WITHIN THE ICE&WATER STRUCTURAL LIMITATIONS. MEMBRANE 12. PROVIDE CRICKETS AT HIGH SIDE OF ALL SQUARE AND RECTANGULAR PENETRATIONS,PROVIDE ADDITIONAL LEADER LEADER----,, LEADER LEADER BLOCKERS UNDER CURBS WHERE REQUIRED IN ORDER TO key MAINTAIN 8'FLASHING HEIGHT. TRUE 13. ALL OPEN ENDS OF FLASHING SHALL HAVE VERTICAL NORTH GUTTER GUTTER GUTTER GUTTER TERMINATION BARS. o 14. PROVIDE FLASHING AND ALL ROOF PERIMETERS, ROOFANALL TRANSITIONS,CORNERS,PITCH CHANGES,AND PENETRATIONS. ICE&WATER- - I 15. PROVIDE CONTINUOUS ICE AND WATER SHIELD EXTENDING O MEMBRANE I FROM THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT AT LEAST 24"INSIDE THE EXTERIOR WALL LINE OF THE BUILDING AT ALL ROOF EAVES AND AT LEAST 36"WIDE ED AT ALL VALLEYS. a 16. INSTALL ROOFING IN ACCORDANCE WITH NRCA AND ". MANUFACTURER'S WRITTEN RECOMMENDATIONS AND WRITTEN INSTRUCTIONS. o i 17. USE STEP FLASHING AT SHINGLE ROOF/WALL TRANSITIONS. 11 IN 2 I 2 18. ROOF VENTILATION:APPROXIMATELY 50%AT RIDGE VENTS. project A5.01 i A5.01 50%IN SOFFITS, 19, EXTEND VALLEY FLASHING MIN.12"ON BOTH SIDES OF VALLEY VINEYARD VIEW 20. EXTEND RIDGE FLASHING MIN.12"ON BOTH SIDES OF RIDGE. D I 21. ALL GABLES MUST VENT ATTIC.DO NOT RUN PLYWOOD SUBSTRATE UNDER GABLES. 22. ROOFING MATERIALS SHALL BE MINIMUM CLASS'C' County Road 48 23. ALL GUTTERS SHALL BE W TYPE-5"WIDE.DOWNSPOUTS Greenport, NY 11944 TO BE 3"DIAMETER PLAIN ROUND. seal 24. ALL ROOF PENETRATIONS OF FLUES,VENTS,CAPS,HOODS, E� ARC ETC.TO BE PRIMED AND PAINTED TO MATCH ROOF COLOR. 1 I 2 25. VENT FLASHING:EXTEND MINIMUM 6"ALL AROUND VENT. :SORE A2.01 I A2.01 26. LOCATE ROOF VENTS/PENETRATIONS TO REAR.ROOF �� P 00 FO SLOPES TO MINIMIZE VISIBILITY.GANG VENTS IN ATTIC 0 O SPACE WHERE PERMITTED BY CODE.SEE MECHANICAL PLANS FOR FURTHER INFORMATION. "" 1 ( 1 A5.01 I A5.01 5 5 I 9 ®214 y�Q` TFOF NE`N i E, i issued date description I1 03/15/19 Issued for Construction I I I I F I 2I 2 A5.00 i A5.00 RIDGE VENT I' I title COMMUNITY GUTTER BUILDING LEADER12 1 GUTTER GUTTER UTTER ROOF PLAN DOWNSPOUT NOTES LEADER IL Ljl LEADER LEADER 1. TERMINATE DOWNSPOUT AT PVC BOOT WITH CLEANOUT AS SPECIFIED BY CIVIL ENGINEER.TIE INTO UNDERGROUND STORM WATER MANAGEMENT SYSTEM AS SPECIFIED BY +G drawn by: --- CIVIL ENGINEER. checked by: --- scale: 3/16"= 1'-0" m project number: 10002 1 1 scaled inch A5.00 A2.00 o sheet number u O U ROOF PLAN COMM . BUILDING ° 1 A�-oSCALE: 3/16" = 1'-0" U + 1T + 5I + g H e rn + T 1 EXTERIOR MATERIAL LEGEND TAG DESCRIPTION COLOR SPECIFICATION ID O HARDIE PANEL VERTICAL SIDING TBD 0 3/"x 2%"HARDIE TRIM BATTEN BOARD TBD 0 7Y,"HARDIE PLANK LAP SIDING TBD " ® HARDIE PANEL TBD 5O 5/4 x 31/2" HARDIE CORNER TRIM BOARD TBD B E A T T Y HARVEY COC O © 5/4 x 31/2" HARDIE WINDOW&DOOR TRIM BOARD TBD A R C H I T E C T S , L L P 7O ASPHALT SHINGLE ROOFING TBD NEW YORK I MARYLAND 1300 Walt Whitman Road, New York, 11747 36"x 80"FIBERGLASS ENTRANCE DOOR TBD p: (631)300-1010 0 36"x 80"METAL DOOR TBD owner/developer 10 72"x 80"DOUBLE DOOR TBD Conifer Realty 1000 University Avenue Suite 500 11 72"x 80"VINYL SLIDING PATIO DOOR WHITE Rochester, NY 14607 12 32"x 38"VINYL SINGLE HUNG WINDOW WHITE 585.324-0500 13 32"x 60"VINYL SINGLE HUNG WINDOW WHITE civil engineer 14 36"x 72" VINYL SINGLE HUNG WINDOW WHITE LKMA 15 32"x 36"SIMULATED PICTURE WINDOW WHITE 437 &405 South Country Road 16 WALL VENT LOUVER TBD Brookhaven, NY 11719 17 ALUMINUM GUTTER AND LEADER TBD 631.286.8668 18 6"x 6"CLASSIC VERSAWRAP COLUMN COVER TBD m.e.p. &f.p. 19 P.E.ALUMINUM RAILING TBD M/E Engineering, B I B 150 North Chestnut Street 20 36"x 82"FULL LIGHT SINGLE STEEL DOOR TBD + Rochester, NY 14604 21 72"x 82"FULL LIGHT DOUBLE STEEL DOOR TBD 585.288.5590 NOTES: structural engineer 1. PROVIDE ADD ALTERNATE FOR WINDOW AND DOOR BLACK FRAMES. TDM Consulting Engineering 2. PROVIDE ADD ALTERNATE FOR EVERLAST SIDING. 1 550 North County Road,Suite A5.00 Saint James, NY 11780 631.686.5234 T.O.ROOF TRUSS RIDGE � — — — 12 12 — — — ELEV.+22'-6Y2" UJ — — —5 l� a 5— — — key d TRUE LU T.O.RAISED ROOF TOP PLATE NORTH ELEV.+18'-5%" �I C + 20 O Q 18 2 - z 12 12 12 1 _ Oo 5 4 5 -61 ° 1-4 0 2 1 ZD (D17 5 5 17 N -_ N W LI_ _ 0 6 _ — T.O.SHED ROOF TOP PLATE ° ELEV.+8'-1 project 5 ' P° R P 5 VINEYARD VIEW J J M co + D Xha � T.O.FLOOR SLAB County Road 48 } ELEV.0'-0" Greenport, NY 11944 --------------------- CC)i i � seal . --------------------------------rJ- - -------------- --r --L-r-------_--------'-----------�-----1-1 Ll_______________________________ i J__L -y______-- -------- i -- _____--------------------------� B.O.FOOTING R GRC' ELEV.-3-6 �C? BJP CO FO `1z 1 �. yT�FRONT ELEVATION F NE`N A2.00 SCALE: 3/16" = 1'-0" E issued date description 1 03/15/19 Issued for Construction 1 A5.00 T.O.ROOF TRUSS RIDGE — — — 12 12 — ELEV.+27-6)/2" UJ 5 D 4 5 cf v LU T.O.RAISED ROOF TOP PLATE — — — — — — — ELEV.+18'-5% r" - + -r 21 10 12 12 12 12 12 o title N U- 0 2 5D 5 5 5 6 N COMMUNITY CD � � 1 18 N = 0 _ — — — — T.O.SHED ROOF TOP PLATE BUILDING ELEV.+8'-1 8" 17 17 FRONT \ & REAR 5 J 5 ELEVATIONS G + \ / \ / �� + drawn by: --- "` T.O.FLOOR SLAB ELEV.0'-0" checked by: --- E ' I' r 1 scale /16" 1 -0 F -------- ------------- ---T---LT-----------F J_-L7------- r_1_-LT---------T 1--� -�------------I I ih _ � 1 --------------------------1 ----J---------- 1--- - i ---____ _L__-_ 1__-------- ----^u{ ------------J B.O.FOOTING project number: 10002 ELEV.-3'-6" scaled inch Q i Pill o sheet number U O U COMM . BUILDING 2 REAR ELEVATION m �10SCALE: 3/16" = 1'-0" + + + + H A2000 �- - �- EXTERIOR MATERIAL LEGEND TAG DESCRIPTION COLOR SPECIFICATION O HARDIE PANEL VERTICAL SIDING TBD 20 %"x 2Y,"HARDIE TRIM BATTEN BOARD TBD 30 7Y"HARDIE PLANK LAP SIDING TBD ® HARDIE PANEL TBD 5/4 x 3112" HARDIE CORNER TRIM BOARD TBD B E A T T Y H A R V E Y COC O © 514 x 31/2" HARDIE WINDOW&DOOR TRIM BOARD TBD A R C H I T E C T S , L L P O ASPHALT SHINGLE ROOFING TBD NEW YORK I MARYLAND 1300 A 1 ® 36"x 80"FIBERGLASS ENTRANCE DOOR TBD Wait Whitman Road, New York, 1 747 �q p: (631)300-1010 9O 36"x 80"METAL DOOR TBD owner/developer 10 72"x 80"DOUBLE DOOR TBD Conifer Realty 1000 University Avenue Suite 500 11 72"x 80"VINYL SLIDING PATIO DOOR WHITE Rochester, NY 14607 12 32"x 38"VINYL SINGLE HUNG WINDOW WHITE 585.324-0500 13 32"x 60"VINYL SINGLE HUNG WINDOW WHITE civil engineer 14 36"x 72" VINYL SINGLE HUNG WINDOW WHITE LKMA 15 32"x 36"SIMULATED PICTURE WINDOW WHITE 437 &405 South Country Road 16 WALL VENT LOUVER TBD Brookhaven, NY 11719 17 ALUMINUM GUTTER AND LEADER TBD 631.286.8668 18 6"x 6"CLASSIC VERSAWRAP COLUMN COVER TBD m.e.p. &f.p. M E Engineering, P.E. B 1- 19 ALUMINUM RAILING TBD B 150 North Chestnut Street f 20 36"x 82"FULL LIGHT SINGLE STEEL DOOR TBD Rochester, NY 14604 21 72"x 82"FULL LIGHT DOUBLE STEEL DOOR TBD 585.288.5590 NOTES: structural engineer 1. PROVIDE ADD ALTERNATE FOR WINDOW AND DOOR BLACK FRAMES. TDM Consulting Engineering 2. PROVIDE ADD ALTERNATE FOR EVERLAST SIDING. 2 1 2 7 550 North County 9 ad,Suiteg A5.01 A5.01 A5.00 Saint James, NY 11780 631.686.5234 15 _ T.O.ROOF TRUSS RIDGE ELEV.+22'-6Y2" LU T - T- � z ._.... 5 � - - - LU CJ -- 17 _ - NORTH T.0 RAISED ROOF TOP PLATE — — - - ELEV.+18'-5 + -- 6 7 10 --- O - -- - - - - - 1 - LL F- 0 r _ 17 N w �- - -z- - _ 1__ - - - --- ----- - - - 2 _=1= - -- . _ - --- Z O -- r --"-- T.O.SHED ROOF TOP PLATE 18 ELEV.+gI-1%" project 5a� ' 5 VINEYARD VIEW 00 D + \ i + County Road 48 T.O.FLOOR SLAB ELEV.0'-0" Greenport, NY 11944 r--T------ I i i-----------T- i seal rJ r1-----------------------------rL----------------------------------------------------___-___-------------______-___-----------_-_-__-------_----- QED q ---- ------------------------------� ------____---------- -----_ ------ -----------------------------------------------------------� �5 �oRE c I B.O.FOOTING '�� L' ELEV.-3'-6" r-l '� LEFT SIDE ELEVATION '-�r�o2'42yoQ F NE A2.01 SCALE: 3/16" = 1'-0" E E issued date description 1 03/15/19 Issued for Construction 7 2 1 2 A5.00 A5.01 A5.01 17 — - — - - - - ---s T.O.ROOF TRUSS RIDGE T-T - -- - ELEV +22'-6Y2" UJ LLJ T.O.RAISED ROOF TOP PLATE 7 ELEV.+18'-5 16 L' --K L� 2 2 - - - --- - - -- - - - - � [ s T 20 ZD C-4 LL- 18 ELEV.+8'-1%" 5 � . , Y 5 LEFT & RIGHT SIDE _ ELEVATIONS M co drawn by: T.O.FLOOR SLAB ELEV.0'0" checked by: --- i i i - —T-------- - CID _`------------------------------------------------ N � r_IL� rL_____-- -�- _ L, rJ��� scale: 3/16"= 1'-0" V i i L__-----_ L B.O.FOOTING m ----------------------------------------------- -------------------------------- -------------------- __------__________-_---------_� �,--- � project number: 10002 ELEV.-3'-6" scaled inch o F sheet number U O U 2 RIGHT SIDE ELEVATION COMM . BUILDING A2.01 SCALE: 3/16" = l'-O" m + 1- ?I 41 j bl 71 gl g H �- -+ + + + + + R .,... N LIGHTING FIXTURE LEGEND TYPE SYMBOL DESCRIPTION TYPE SYMBOL DESCRIPTION TYPE SYMBOL DESCRIPTION NOTES: .: . A � SURFACE MOUNTED LED E ® SURFACE MOUNTED LED FE O SEMI-FLUSH MOUNT COMPACT FLUORESCENT 1ALL CEILINGS BE MOUNTED TO THE UNDERSIDE OF THE STRUCTURE ABOVE UNLESS OTHERWISE NOTED. } 2. ALL CEILINGS SHALL BE%"GWB UNLESS OTHERWISE NOTED. B O SURFACE MOUNTED LED F1 7TTT WALL MOUNTED LED 3 LAMP VANITY LIGHT I SURFACE MOUNT LED 3. PROVIDE SUBMITTAL TO THE RESPONSIBLE PARTY OF THE MANUFACTURER'S CUT-SHEET FOR EACH TYPE OF LIGHT FIXTURE INSTALLED,WHERE APPLICABLE,ENSURE THE ENERGY STAR LABEL REMAINS ATTACHED TO THE B E A T T Y HARVEY COC O C ® SURFACE MOUNT LED FB 11 1 SURFACE MOUNTED LED CFL CEILING FAN WITH LIGHT FIXTURE. 4. REFER TO MECHANICAL,FIRE PROTECTION&FIRE ALARM PLANS FOR A R C H I T E C T S , L L P COORDINATION LOCATION OF CEILING DEVICES. 1300 NEW YORK I MARYLAND A_ID 3 WALL MOUNTED EXTERIOR LANTERN FD SURFACE MOUNTED LED Wait Whitman Road, New York, 11747 +q p: (631)300-1010 owner/developer Conifer Realty 1000 University Avenue Suite 500 Rochester, NY 14607 585.324-0500 civil engineer LKMA 437 &405 South Country Road ❑ ❑ ❑ ❑ Brookhaven, NY 11719 631.286.8668 m.e.p. &f.p. M/E Engineering, P.E. 150 North Chestnut Street Rochester, NY 14604 585.288.5590 structural engineer TDM Consulting Engineering OC OC OC OC 550 North County Road,Suite E Saint James, NY 11780 631.686.5234 A FE FE key °C °C OC °C TRUE NORTH + gD + OC C C C C C C FB O O O O O O OO a OC a FE FE _ FE OO U project OC FB VINEYARD VIEW °C °C °C °C °C °C OC + County Road 48 Greenport, NY 11944 seal I I 411 ARC y. FB FB FD �� ��'(�� O�<O DI =1 ® n O w` 9 FE � FB FB O q �2 42 ypQ' ® I FOF NES FB E � issued date description ° + 1 03/15/19 Issued for Construction F® FE _ FE O U FE OFB FB Li+ + I I OC OC FE FB FB O OC OC title COMMUNITY BUILDING REFLECTED CEILING PLAN drawn by: -- checked by: --- scale: 3/16"= V-0" a� project number: 10002 scaled inch Q o NOTES: sheet number 0 U 1. CEILING HEIGHT IS 8'-0"ABOVE SLAB UNLESS OTHERWISE NOTED. COMM . BUILDING 2. COORDINATE LIGHTING FIXTURES WITH ELECTRICAL FLOOR PLAN. _ FIRST FLOOR REFLECTED CEILING PLAN 3. COORDINATE FIRE PROTECTION SPRINKLER HEADS WITH FIRE PROTECTION FLOOR PLAN. A3.01 SCALE: .3/16" = 1'-0" m ° 21 31 4i I gl y H A3e0 0 DD .,"e'- BEATTY HARVEY COCO 3 2 1 A R C H I T E C T S , L L P A6.00 A6.00 A6.00 NEW YORK I MARYLAND \""— _ _ _ _ _ _ _ _ — — — — — _ _ _ _ — — — �-- 1300 Walt Whitman Road, New York, 11747 1 1 1 I q p: (631)300-1010 1 2 1 I 2 I owner/developer A5.01 A5.01 I A5.00 , Conifer Realty 1000 University Avenue Suite 500 I I I 1 I I Rochester, NY 14607 T.O.ROOF TRUSS RIDGE 585.324-0500 I ' I ii it it i i itli " i, II it it ' i II ELEV.+22'-68" 1 I , civil engineer I , LKMA _ T.O.RAISED ROOF TOP PLATE 437 &405 South Country Road ELEV.+18'-5%" Brookhaven, NY 11719 i I I I 631.286.8668 1 1 1 I I m.e.p. &f.p. 1 M/E Engineering, P.E. I I;I 150 North Chestnut Street —�= Rochester, NY 14604 I i IC 585.288.5590 IT N N structural engineer T.O.SHED ROOF TOP PLATE A, TDM Consulting Engineering ELEV.+8'-1 8" 550 North County Road,Suite E � II 01\1 �. ' .� yam, ,E-JQJ 0 �[D] �� 631.686.5234 COVERED I 19 I P� COMMUNITY \ ' COVERED ' PATIO ROOM ' ' ' 113 110 , CORRIDOR I V ENTRY 1-711 F1 07I 101 100 key i Dfl I T.O.FLOOR SLAB TRUE r ELEV.0'-0" NORTH r-------------- ----------I -- r c� :t rJ--L 1 .:••: B.O.FOOTING _ ELEV.-3'-6" ) _ U I o 0 1 COMMUNITY BUILDING - BUILDING SECTION A-A A5.00 SCALE: 3/16" = 1'-0" project VINEYARD VIEW County Road 48 Greenport, NY 11944 seal RE,D ARC, E A' .. O 2 T�OF NE�`l A6.01 If issued date description 1 1 1 1 03/15/19 Issued for Construction � I A5.00 I 1 I I T.O.ROOF TRUSS RIDGE 5�12 12 ELEV.+22'-62" � ' � � D5 oe T.O.RAISED ROOF TOP PLATE ELEV.+18'-5 I I I F � \ 3 � � � � 1 o F A6.01 12 \ 12 A6.01 =N 51�� �a5 r — A IC N 1 T.O.SHED ROOF TOP PLATE title ELEV.+8'-18" COMMUNITY LEAS G I I r ® ® o0LAUNDRY OFFI E VES ULE ROOM ® ® 7j BUILDING 10 102 BUILDING _ ' T.O.FLOOR SLAB SECTIONS ELEV.0'-0" j 1co fh r B.O.FOOTING drawn by: --- ?- ELEV.4-6" checked by: -- _ _ _ --00 scale: 3/16"= 1'-0" project number: 10002 U scaled inc Q 0 sheet number 2 COMMUNITY BUILDING - BUILDING SECTION B-B U COMM . BUILDING z A5.00 SCALE: 3/16" = 1'-0" 0 - +2 +— +b +8 — A5 * 00 N tt �`Dr) 4° BEATTY HARVEY COCO 1 A R C H I T E C T S , L L P A6.02 NEW YORK I MARYLAND 1300 Wait Whitman Road, New York, 11747 f 1 1 �A p: (631)300-1010 1 I 1 owner/developer A5.00 Conifer Realty 1000 University Avenue Suite 500 Rochester, NY 14607 T.O.ROOF TRUSS RIDGE 585.324-0500 5 F7-1 \ a 512 ELEV.+22'-6%„ civil engineer T.O.RAISED ROOF TOP PLATE LKMA 437 &405 ELEV.+18'-5 3/" South Country Road Brookhaven, NY 11719 631.286.8668 I 1 I I m.e.p. &f.p. 2 I M/E Engineering, P.E. A6.02 12 � � I � � 12 o B 150 North Chestnut Street Rochester, NY 14604 A IC f 585.288.5590 N \ structural engineer / T.O.SHED ROOF TOP PLATE TDM Consulting Engineering I� ELEV.+8' 1 e° 550 North County Road,Suite? � �� �C amSaint James, NY 11780 I I I � I 631.686.5234 MAINTENANCE FITNESS \ ROOM i 0 I 0 ROOM °° F1-07 I - I 103 109 °° key T.O.FLOOR SLAB TRUE T n ELEV'0'-0" NORTH B.O.FOOTING LM ELEV.-3'-6" 0 COMMUNITY BUILDING - BUILDING SECTION C-C A5.01 SCALE: 3116"= 1'-0" project VINEYARD VIEW County Road 48 Greenport, NY 11944 seal ED ARC ORE Cy�� O � I �q o� T SOF NE` s E issued date description 1 A5.00 1 03/15/19 Issued for Construction T.O.ROOF TRUSS RIDGE 5F 5 12 � � � � — — — — ELEV.+22'-6%" � ' � � 12 2 T.O.RAISED ROOF TOP PLATE ELEV.+18'-5 a/" �- 3 A6.02 12 � � � � 12 0 5�� � � �a5 AT' IC N SHED ROOF TOP PLATE ELEV.+8'-1%" title MATER PUMP COMMUNITY iLR ROM 110 112 BUILDING O° I _ I BUILDING T.O.FLOOR SLAB ELEV.O'-0SECTIONS .. B.O.FOOTING �- drawn by: --- ELEV.-3'-6" checked by: --- J N scale. 3/16"= 1'-0" U project number: 10002 U L Q scaled inch osheet number UU 0 2 COMMUNITY BUILDING - BUILDING SECTION D-D A5.01 SCALE: 3/16" = 1'-0" COMM . BUILDING 0 co m + 4H . _ CONSTRUCTION ROOF CONSTRUCTION j I' r 30 YEAR ARCHITECTURAL ASPHALT ROOF 30 YEAR ARCHITECTURAL ASPHALT ROOF N SHINGLES OVER 15LB BUILDING FELT WITH SHINGLES OVER 15LB BUILDING FELT WITH C ICE&WATER SHIELD AT ALL EAVES& ICE&WATER SHIELD AT ALL EAVES& VALLEYS OVER 4"EXTERIOR GRADE VALLEYS OVER 4"EXTERIOR GRADE PLYWOOD SHEATHING. PLYWOOD SHEATHING.OL ` , T.O.ROOF TRUSS RIDGE _ — _ T.O.ROOF TRUSS RIDGE A. ELEV.+22'-6Y2" ELEV.+22'-6Yz" BEATTY HARVEY COCO 4"x 7%"PVC RAKE BOARD %4"x 74"PVC RAKE BOARD A R C H IT E C T S , L L P NEW YORK I MARYLAND VINYL SOFFIT PANEL VINYL SOFFIT PANEL 1300 Walt Whitman Road, New York, 11747 AA p: (631)300-1010 ENGINEERED WOOD ROOF TRUSS ENGINEERED WOOD ROOF TRUSS owner/developer `r 5/4 x 3%"HARDIE TRIM BOARD j 514 x 3 Z"HARDIE TRIM BOARD " Conifer Realty j 1000 University Avenue Suite 500 CONTINUOUS DOUBLE 2x6 TOP PLATE. CONTINUOUS DOUBLE 2x6 TOP PLATE. Rochester, NY 14607 585.324-0500 WOOD BEAM WITH BLOCK&TACKLE WOOD BEAM WITH BLOCK&TACKLE PULLEY SECURED TO ROOF TRUSS PULLEY SECURED TO ROOF TRUSS civil engineer i LKMA h T.O.RAISED ROOF TOP PLATE _ _ _ _ _ T.O.RAISED ROOF TOP PLATE 614437 &405 ELEV.+18'-5Y8" ELEV.+18'-5%" South Country Road Brookhaven, NY 1111719 631.286.8668 514 x 3%"HARDIE TRIM BOARDS 514 x 3y"HARDIE TRIM BOARDS m.e.p. &f.p. DESIGNED AS A BARN LOFT DOOR.REFER DESIGNED AS A BARN LOFT DOOR.REFER U TO BUILDING ELEVATIONS ON SHEET A2.00 TO BUILDING ELEVATIONS ON SHEET A2.00 B M/E Engineering, P.E. 150 North Chestnut Street EXTERIOR WALL CONSTRUCTION EXTERIOR WALL CONSTRUCTION Rochester, NY 14604 3 „ e ! 3 „ e 585.288.5590 HARDIE-Y4 x 22 TRIM BATTENS OVER/6 HARDIE-4 x 2Y TRIM BATTENS OVER/6 PANELS(COORDINATE PANEL JOINTS WITH PANELS(COORDINATE PANEL JOINTS WITH TRIM BATTENS)OVER CONTINUOUS AIR& TRIM BATTENS)OVER CONTINUOUS AIR& structural engineer WATER RESISTIVE BARRIER OVER%" WATER RESISTIVE BARRIER OVERY" TDM Consulting Engineering EXTERIOR GRADE PLYWOOD SHEATHING EXTERIOR GRADE PLYWOOD SHEATHING 550 North County Road,Suite E FASTENED TO 2x6 WOOD STUDS FASTENED TO 2x6 WOOD STUDS Saint James, NY 11780 ROOF CONSTRUCTION 631.686.5234 30 YEAR ARCHITECTURAL ASPHALT ROOF CONTINUOUS ALUMINUM CONCEALED j CONTINUOUS ALUMINUM CONCEALED SHINGLES OVER 15LB BUILDING FELT WITH FLASHING,TYPICAL. FLASHING,TYPICAL. ICE&WATER SHIELD AT ALL EAVES& VALLEYS OVER 4"EXTERIOR GRADE PLYWOOD SHEATHING. key N T.O.PATIO ROOF TRUSS RIDGE FLAN ELEV.+13'-9%" j l t-- - , - 30 YEAR ROOF CONSTRUCTION ! ROOF CONSTRUCTIONC CCD0 ROOF 30 YEAR ARCHITECTURAL ASPHALT ROOFL ASPHALT SHINGLES OVER 15LB BUILDING FELT WITH SHINGLES OVER 15LB BUILDING FELT WITH ICE&WATER SHIELD AT ALL EAVES& ICE&WATER SHIELD AT ALL EAVES& O ° 34"x 7 Y"PVC RAKE BOARD VALLEYS OVER 4"EXTERIOR GRADE VALLEYS OVER 4"EXTERIOR GRADE VINYL SOFFIT PANEL PLYWOOD SHEATHING. PLYWOOD SHEATHING. I ENGINEERED WOOD ROOF TRUSS ! ENGINEERED WOOD ROOF TRUSS 2x4 CROSSBAR&POST. NK _ ENGINEERED WOOD ROOF TRUSS EXTERIOR WALL CONSTRUCTION N TRUE ° N i 3 4"x 7%"PVC RAKE BOARD 04 HARDIE-34"x 2)/2"TRIM BATTENS OVER%6" ! project PANELS(COORDINATE PANEL JOINTS WITH ! VINYL SOFFIT PANEL TRIM BATTENS)OVER CONTINUOUS AIR& i 2x4 CROSSBAR&POST. VINEYARD VIEW WATER RESISTIVE BARRIER OVERY2" EXTERIOR GRADE PLYWOOD SHEATHING EXTERIOR WALL CONSTRUCTION FASTENED TO 2x6 WOOD STUDS i HARDIE-4"x 22"TRIM BATTENS OVER%6" CONTINUOUS ALUMINUM CONCEALED TR M BATTELSOENNS)0 ERECONTINUOPANELIUS AIR I&H County Road 48 COUNTER FLASHING,TYPICAL. WATER RESISTIVE BARRIER OVER)/2" Greenport, NY 11944 EXTERIOR GRADE PLYWOOD SHEATHING FASTENED TO 2x6 WOOD STUDS seal F�E DA R C T.O.FIRST FLOOR TOP PLATE P T.O.FIRST FLOOR TO PLATE T.O.FIRST FLOOR TOP PLATE ou G ELEV.+8'-1)/8" ELEV.+8'-1%" ELEV.+8'-1%" P� iz :�7 �r O � 4"x 7%"PVC FACIA BOARD CONTINUOUS ALUMINUM CONCEALED CONTINUOUS R-38 BATT INSULATION, CONTINUOUS R-38 BATT INSULATION, CONTINUOUS R-38 BATT INSULATION, COUNTER FLASHING,TYPICAL, * .� PRESSURE TREATED STRUCTURAL BEAM. ^� TYPICAL FOR ALL ATTIC SPACES. TYPICAL FOR ALL ATTIC SPACES. TYPICAL FOR ALL ATTIC SPACES. ' � REFER TO STRUCTURAL DWGS.CLAD I s "PVC FACIA BOARD M 4"x 7Y ST Q� BEAM WITH 1x PVC TRIM BOARD CONTINUOUS DOUBLE 2x6 TOP PLATE CONTINUOUS DOUBLE 2x6 TOP PLATE 021 �4 ' PRESSURE TREATED STRUCTURAL BEAM. F OF NES TRIPLE 2"SOLID VINYL SOFFIT PANEL AIR SEAL ALL PERIMETERS WITH FLEXIBLE AIR SEAL ALL PERIMETERS WITH FLEXIBLE REFER TO STRUCTURAL DWGS.CLAD - ACOUSTICAL SEALANT,TYPICAL,WITH EE ACOUSTICAL SEALANT,TYPICAL,WITH BEAM WITH 1x PVC TRIM BOARD 6"x 6"CLASSIC VERSAWRAP COLUMN JOINT TAPE. JOINT TAPE. COVER TRIPLE 2"SOLID VINYL SOFFIT PANEL issued date description CONTINUOUS ALUMINUM CONCEALED CONTINUOUS ALUMINUM CONCEALED FLASHING,TYPICAL. FLASHING,TYPICAL. 6"x 6"CLASSIC VERSAWRAP COLUMN 1 03/15/19 Issued for Construction COVER 2 07101119 Project Bulletin No. 4 514 x 3%"HARDIE TRIM BOARD 514 x 3%"HARDIE TRIM BOARD HEADER WITH RIGID INSULATION PER ,- HEADER WITH RIGID INSULATION PER SCHEDULE ,' `�\ SCHEDULE O° FULL LIGHT ENTRY DOOR °° , �� FULL LIGHT ENTRY DOOR °O COVERED GREAT GREAT ��' �� COVERED PATIO ROOM ROOM /VESTIBULE ENTRY FI-1-31 110 F101 100 �\ O — 4 CONT.2"(R-10)RIGID INSULATION + NAILED TO INSIDE OF FORMWORK TO + CONT.2"(R-10)RIGID INSULATION REMAIN IN PLACE. PROVIDE 2"MIN.LAP NAILED TO INSIDE OF FORMWORK TO TO FOUNDATION INSULATION. REMAIN IN PLACE. PROVIDE 2"MIN.LAP TO FOUNDATION INSULATION. 4"POURED CONCRETE SLAB ON GRADE REINFORCED WITH W.W.MESH WITH title HAUNCHED PERIMETER OVER 6"LAYER OF RCA AGGREGATE SIZE 1"TO 1%". T.O.FIRST FLOOR SLABh T.O.FIRST FLOOR SLABNJ, OIL T.O.FIRST FLOOR SLAB ELEV.0'-0" •4 ELEV.0'-0" . : ELEV.0'0" irp q Cn u ' WALL POURED CONCRETE COLUMN PIER AND , FOOTING,BEYOND. ° 4"POURED CONCRETE SLAB ON GRADE 4"POURED CONCRETE SLAB ON GRADE V�5 °•ii i a REINFORCED WITH W.W.MESH WITH 11 o REINFORCED WITH W.W.MESH WITH o .1n i " SECTIONS • HAUNCHED PERIMETER OVER 6"LAYER OF 1 \ HAUNCHED PERIMETER OVER 6"LAYER OF �/ // r r 11 6 MIL.CLASS"A"VAPOR BARRIER UNDER ,e _____________________RCA AGGREGATE SIZE 1"TO 1%". i�; //\�//\�/%\� RCA AGGREGATE SIZE 1"TO 1%". %\\j\\ \\% �� ' SLAB TYPICAL •° -------------L-------------------------- i 6 MIL.CLASS"A"VAPOR BARRIER UNDER \/\\/\\/\\ 6 MIL.CLASS"A"VAPOR BARRIER UNDER SLAB,TYPICAL. °' SLAB,TYPICAL. \/\\/\\/\\ 2 RIGID INSULATION(R-10)AT BUILDING -I- •n ° • \/\\/\\/\\ //\//\// PERIMETER,UNDER SLAB&ALONG drawn by: ----------------- \/\/\/\/ /\/\/\� FOUNDATION WALL FACE TO 24"BELOW- - - 2"RIGID INSULATION(R-10)AT BUILDING \ \ / / °• ADJACENT GRADE i checked by: PERIMETER,UNDER SLAB&ALONG • ii ° ° %\ %\�\\% • ii • i FOUNDATION WALL FACE TO 24"BELOW ADJACENT GRADE A -__)I \ 'i //�\/ I�`.T_ REINFORCED POURED CONCRETE STEN scale: 3/16"= V-0" - WALL AND SPREAD FOOTING.REFER T v =`=a-----g e==T=• -:-B ; STRUCTURAL DRAWINGS. project number: 10002 m B.O.FOOTING REINFORCED POURED CONCRETE STEM , ; p 1 h _ -� h B.O.FOOTING ° _ _� i B.O.FOOTING ELEV.-3'-6" WALL AND SPREAD FOOTING.REFER TO \\i i\\ \\ \\ \\ \\�\\ \\ \\ \ ELEV.-3'-6" / / / / / / / /��/% " scaled inch STRUCTURAL DRAWINGS. / /////////////////////////// /\\/\\/\\/\\/\\/\ \/\\/\\< ELEV.-3'-6 Q UNDISTURBED NATURAL SOILS OR \\/\\j\\/\\j\\j\\/\\j\\j\\/\\ /j�/j�/ /j�/j�/j�//\/\�UNDISTURBED NATURAL SOILS OR sheet number o ENGINEERED FILL. �<\//�//�//`/�'/�\�/�\��\\��\\���` �i\�//��//��//\\/�\ '�\�\\/�\/\\/� ENGINEERED FILL. �-- - COMM . BUILDING E2fL 0 3 WALL SECTION 2 WALL SECTION 1 WALL SECTION A6.00 SCALE: 3/4" = 1'-0" A6.00 SCALE: 3/4" = 1'-0" A6.00 SCALE: 314" = 1'-0" m +2 + �- H A6 ,000 9 M CD ti nD TJ BEATTY HARVEY COCO ROOF CONSTRUCTION A R C H I T E C T S , L L P 30 YEAR ARCH ITECTURAL ASPHALT ROOF NEW YORK I MARYLAND SHINGLES OVER 15LB BUILDING FELT WITH ICE&WATER SHIELD AT ALL EAVES& 1300 Wait hitman Road, New York, 11747 VALLEYS OVER%"EXTERIOR GRADE p (631)300-1010 A PLYWOOD SHEATHING. / / /' owner/developer / ENGINEERED WOOD ROOF TRUSS / / / Conifer Realty / 1000 University Avenue Suite 500 WIND BAFFLE IN EACH BAY EXTENDING / // Rochester, NY 14607 FULL HEIGHT OF INSULATION // 585.324-0500 / CONTINUOUS ALUMINUM GUTTER& / GUTTER CLEAT. / civil engineer ` --------- LKMA T.O.RAISED ROOF TOP PLATE 437 &405 ELEV._+18'-5/" South Country Road Brookhaven, NY 1 1719 %"x 58"PVC FACIA BOARD 631.286.8668 VENTED VINYL SOFFIT PANEL m.e.p. & f.p. M/E Engineering, P.E. CONTINUOUS DOUBLE 2x6 TOP PLATE. i g 150 North Chestnut Street Rochester, NY 14604 CONTINUOUS ALUMINUM CONCEALED 585.288.5590 FLASHING,TYPICAL. 514 x 38"HARDIE TRIM BOARD structural engineer TDM Consulting Engineering SIMULATED WINDOW SASH 550 North County Road,Suite E 414 x 28"HARDIE TRIM BOARD Saint James, NY 11780 631.686.5234 SIMULATED WINDOW MUNTIN&GLASS %s'HARDIE PANEL CONTINUOUS ALUMINUM FLASHING, TYPICAL. key NPLAN� v // !'ZR / ROOF CONSTRUCTION ROOF CONSTRUCTION 30 YEAR ARCHITECTURAL ASPHALT ROOF 30 YEAR ARCHITECTURAL ASPHALT ROOF SHINGLES OVER 15LB BUILDING FELT WITH SHINGLES OVER 15LB BUILDING FELT WITH - ICE&WATER SHIELD AT ALL EAVES& ICE&WATER SHIELD AT ALL EAVES& O VALLEYS OVER 34"EXTERIOR GRADE VALLEYS OVER 34"EXTERIOR GRADE - PLYWOOD SHEATHING. PLYWOOD SHEATHING. N� ENGINEERED WOOD ROOF TRUSS ENGINEERED WOOD ROOF TRUSS TRUE ° CONTINUOUS R-38 BATT INSULATION, CONTINUOUS R-38 BATT INSULATION, project TYPICAL FOR ALL ATTIC SPACES. TYPICAL FOR ALL ATTIC SPACES. WIND BAFFLE IN EACH BAY EXTENDING / / / WIND BAFFLE IN EACH BAY EXTENDING VINEYARD VIEW FULL HEIGHT OF INSULATION / / FULL HEIGHT OF INSULATION AIR SEAL ALL PERIMETERS WITH FLEXIBLE // \ AIR SEAL ALL PERIMETERS WITH FLEXIBLE Q� ACOUSTICAL SEALANT,TYPICAL,WITH / / \ ACOUSTICAL SEALANT,TYPICAL,WITH JOINT TAPE. / / JOINT TAPE. County Road 48 CONTINUOUS ALUMINUM GUTTER& Greenport, NY 11944 CONTINUOUS ALUMINUM GUTTER& GUTTER CLEAT. GUTTER CLEAT. seal OIL T.O.FIRST FLOOR TOP PLATE T.O.FIRST FLOOR TOP PLATE _ T.O.FIRST FLOOR TOP PLATE AR� ELEV.+8'-1)/8" v ELEV.+8'-18ELEV.+8'-18" " O O 34"x 58"PVC FACIA BOARD 34"x 5 Y2"PVC FACIA BOARD C> � VENTED VINYL SOFFIT PANEL VENTED VINYL SOFFIT PANEL �`� t ���f•�, O CONTINUOUS DOUBLE 2x6 TOP PLATE. •� CONTINUOUS DOUBLE 2x6 TOP PLATE. CONTINUOUS ALUMINUM CONCEALED FLASHING,TYPICAL. T 0214` 2 yOQ� CONTINUOUS ALUMINUM CONCEALED TF O F NCS 514 x 38"HARDIE TRIM BOARD \� FLASHING,TYPICAL. _�E issued date description 032"20GA.ALUMINUM CONTINUOUS �� 514 x 38"HARDIE TRIM BOARD + BREAK METAL DRIP EDGE WITH KYNAR 500 HEADER WITH RIGID INSULATION PER 1 03/15/19 Issued for Construction FINISH,MINIMUM 4"UP SIDING. �� SCHEDULE 2 07101119 Project Bulletin No. 4 HEADER WITH RIGID INSULATION PER FULL LIGHT ENTRY DOOR SCHEDULE VINYL WINDOW WITH INSULATED LOW-E \` O° GLASS.REFER TO ELEVATIONS. °° Co LEASING LEASING d LAUNDRY EXTERIOR WALL CONSTRUCTION OFFICE OFFICE ® ROOM HARDIE-%"x 28"TRIM BATTENS OVER%6" 106 106 �' 102 PANELS(COORDINATE PANEL JOINTS WITH TRIM BATTENS)OVER CONTINUOUS AIR& ' Q WATER RESISTIVE BARRIER OVERB" EXTERIOR GRADE PLYWOOD SHEATHING FASTENED TO 2x6 WOOD STUDS WITH R-21 CONT.2"(R 10)RIGID INSULATION BATT INSULATION OVER CONTINUOUS F F I_ NAILED TO INSIDE OF FORMWORK TO + VAPOR BARRIER AND%"GYPSUM Q �' REMAIN IN PLACE. PROVIDE 2"MIN.LAP WALLBOARD ON INTERIOR SIDE. 4 TO FOUNDATION INSULATION. 34"DIAMETER ANCHOR BOLT. CONT.2"(R-10)RIGID INSULATION ,�� 4"POURED CONCRETE SLAB ON GRADE CONTINUOUS 2x6 PRESERVATIVE TREATED NAILED TO INSIDE OF FORMWORK TO �' REINFORCED WITH W.W.MESH WITH WOOD SILL PLATE WITH SILL SEAL FOAM HAUNCHED PERIMETER OVER 6"LAYER OF GASKET&SEALANT BETWEEN SILL PLATE REMAIN IN PLACE. PROVIDE 2"MIN.LAP AND SLAB AT INTERIOR EDGE TO FOUNDATION INS CATION. �� ' RCA AGGREGATE SIZE 1"T018 title OIL T.O.FIRST FLOOR SLAB _ h T.O.FIRST FLOOR SLAB ' 0I _ T.O.FIRST FLOOR SLAB ELEV.0'-0" °.',: ;'d=---.. ELEV.0'-0" ".,�, a -r .° -. °. — . --•: e ELEV.0'-0" WALL 4"POURED CONCRETE SLAB ON GRADE I' '' ao 4"POURED CONCRETE SLAB ON GRADE oa _ REINFORCED WITH W.W.MESH WITH •'\�. a o REINFORCED WITH W.W.MESH WITH o u HAUNCHED PERIMETER OVER 6"LAYER OF C � RCA AGGREGATE SIZE 1"T01%". ri,° o / y%y/�/�y/ HAUNCHED PERIMETER OVER 6"LAYER OF S E CTIONS „ 6 MIL.CLASS,A,VAPOR BARRIER UNDER RCA AGGREGATE SIZE 1 T018 . 6 MIL.CLASS"A"VAPOR BARRIER UNDER %\% /\/\/\/\/\/� ' // // // // //� �/ i ISLAB,TYPICAL. SLAB,TYPICAL. iia j\\/\\/\\j\\j\\j\\ � 6 MIL.CLASS"A"VAPOR BARRIER UNDER SLAB.TYPICAL. \\ \\ \\ \\ \\ \\ \\ 2"RIGID INSULATION(R-10)AT BUILDING 0 M 2"RIGID INSULATION(R-1 0)AT BUILDING ii •. j\\%\\j\\j\\%\\j\\ �; PERIMETER,UNDER SLAB&ALONG M �- PERIMETER,UNDER SLAB&ALONG ° ' \\ \\ \\ \\ \\� //\\//\\//\\//\\//\\/ n. FOUNDATION WALL FACE TO 24"BELOW - drawn by: --- FOUNDATION WALL FACE TO 24"BELOW i ' / / / ADJACENT GRADE ADJACENT GRADE a. //�/j�//�/ --- \ \\ \\ \\ .•; ii checked by: REINFORCED POURED CONCRETE STEM • ,. ° \\ \\ // // / ii REINFORCED POURED CONCRETE STEM CL WALL AND SPREAD FOOTING.REFER TO a=_=_�I • \ ��/ e ' I\`� WALL AND SPREAD FOOTING.REFER TO scale: 3/16"- V-O" STRUCTURAL DRAWINGS. U ===STRJCTURAL DRAWINGS. •' �__=_;p project number: 10002 9n= n--s- h B.O.FOOTING _ • • a L B.O.FOOTING _ B.O.FOOTING ELEV.4-6" \ j\\j\\j\\/\\/\\/\\/\\/\\/\\/ ELEV.-T-6 �//\//\//\//\//\//\//\//\//\ / ELEV.-3'-6" scaled inch \/\ \ \ \ \ \ \ \ \ \ X\/\\/\\/\\/\\/\\ \ UNDISTURBED NATURAL SOILS OR �\ \ \ \ \ \ \ \ \ \ / / / / / / / / / / UNDISTURBED NATURAL SOILS OR sheet number U ENGINEERED FILL. ��// // // / / \//\\�\\�\\�/ \\\\\\\\\\\%�\\/\�\\\/\\\/\\\/` ENGINEERED FILL. U %,//i.//i// F COMM . BUIL�)ING 3 WALL SECTION �--- 2 WALL SECTION 1 WALL SECTION ---- �!' A6.01 SCALE: 3/4" = 1'-0" A6.01 SCALE: 3/4"= 1'-0" VSCALE: 3/4" = 1'-0" CIO s 8{- H A6 ,001 9 _ , 07 N D _ BEATTY HARVEY COCO ROOF CONSTRUCTION A R C H I T E C T S , L L P 30 YEAR ARCHITECTURAL ASPHALT ROOF NEW YORK I MARYLAND SHINGLES OVER 15LB BUILDING FELT WITH ICE WATER SHIELD AT ALL EAVES //� 1300 Walt Whitman Road, New York, 11747 T A p: (631)300-1010 VALLEYS OVER 34"EXTERIOR GRADE / _I PLYWOOD SHEATHING. // / owner/developer ENGINEERED WOOD ROOF TRUSS Conifer Realty / 1000 University Avenue Suite 500 WIND BAFFLE IN EACH BAY EXTENDING / / Rochester, NY 14607 FULL HEIGHT OF INSULATION / 585.324-0500 / / CONTINUOUS ALUMINUM GUTTER& / / civil engineer GUTTER CLEAT, LKMA T.O.RAISED ROOF TOP PLATE 437&405 South Country Road ELEV.+18'5%" Brookhaven, NY 11719 4"x 5y"PVC FACIA BOARD 631.286.8668 VENTED VINYL SOFFIT PANEL m.e.p. & f.p. M/E Engineering, P.E. B_I- 150 North Chestnut Street CONTINUOUS DOUBLE 2x6 TOP PLATE. Rochester, NY 14604 CONTINUOUS ALUMINUM CONCEALED 585.288.5590 FLASHING,TYPICAL. 5/4 x 3%"HARDIE TRIM BOARD structural engineer TDM Consulting Engineering WIND-DRIVEN RAIN STATIONARY LOUVER 550 North County Road,Suite E HORIZONTAL BLADE REFER TO HVAC Saint James, NY 11780 LOUVER SCHEDULE 631.686.5234 CONTINUOUS ALUMINUM FLASHING, TYPICAL. key N / PLAN v / o / ROOF CONSTRUCTION ROOF CONSTRUCTION 30 YEAR ARCHITECTURAL ASPHALT ROOF 30 YEAR ARCHITECTURAL ASPHALT ROOF SHINGLES OVER 15LB BUILDING FELT WITH SHINGLES OVER 15LB BUILDING FELT WITH ICE&WATER SHIELD AT ALL EAVES& ICE&WATER SHIELD AT ALL EAVES& OO VALLEYS OVER 34"EXTERIOR GRADE VALLEYS OVER 3/4"EXTERIOR GRADE ° PLYWOOD SHEATHING. PLYWOOD SHEATHING. N� ENGINEERED WOOD ROOF TRUSS ENGINEERED WOOD ROOF TRUSS TRUE ° CONTINUOUS R-38 BATT INSULATION, CONTINUOUS R-38 BATT INSULATION, project TYPICAL FOR ALL ATTIC SPACES. TYPICAL FOR ALL ATTIC SPACES. WIND BAFFLE IN EACH BAY EXTENDING / // WIND BAFFLE IN EACH BAY EXTENDING ///" VINEYARD VIEW FULL HEIGHT OF INSULATION // FULL HEIGHT OF INSULATION AIR SEAL ALL PERIMETERS WITH FLEXIBLE /// AIR SEAL ALL PERIMETERS WITH FLEXIBLE + ACOUSTICAL SEALANT,TYPICAL,WITH / ACOUSTICAL SEALANT,TYPICAL,WITH / JOINT TAPE. //// JOINT TAPE. / / // County Road 48 CONTINUOUS ALUMINUM GUTTER& _ _________ _______ CONTINUOUS ALUMINUM GUTTER& ____ Greenport, NY 11944 - --------- --- GUTTER CLEAT. GUTTER CLEAT. seal T.O.FIRST FLOOR TOP PLATE T.O.FIRST FLOOR TOP PLATE _ h T.O.FIRST FLOOR TOP PLATE p A ELEV.+8'-1 Y/" ELEV.+8'-0/8" ELEV.+8'-1/" �P G��RARO 3/4"x 5%"PVC FACIA BOARD 3q"x 5y"PVC FACIA BOARD O VENTED VINYL SOFFIT PANEL VENTED VINYL SOFFIT PANEL J CONTINUOUS DOUBLE 2x6 TOP PLATE. CONTINUOUS DOUBLE 2x6 TOP PLATE. x "" CONTINUOUS ALUMINUM CONCEALED FLASHING,TYPICAL. / ATE O F NA 5/4 x 3y"HARDIE TRIM BOARD E issued date description DIRECT VENT NATURAL GAS-FIRED FIREPLACE .032"20GA.ALUMINUM CONTINUOUS - � BREAK METAL DRIP EDGE WITH KYNAR 500 , 1 03/15/19 Issued for Construction EXTERIOR WALL CONSTRUCTION FINISH,MINIMUM 4"UP SIDING. 2 07/01/19 Proiect Bulletin No.4 - - HARDIE-34"x 2%"TRIM BATTENS OVER%6" HEADER WITH RIGID INSULATION PER PANELS(COORDINATE PANEL JOINTS WITH SCHEDULE / TRIM BATTENS)OVER CONTINUOUS AIR& WATER RESISTIVE BARRIER OVER%" X0 STEEL DOOR AND FRAME � 00 EXTERIOR GRADE PLYWOOD SHEATHING �o FASTENED TO 2x6 WOOD STUDS WITH R-21 GREAT MAINTENANCE MAINTENANCE BATT INSULATION OVER CONTINUOUS ROOM ROOM ROOM VAPOR BARRIER AND%"GYPSUM F110 107 107 WALLBOARD ON INTERIOR SIDE. 34"DIAMETER ANCHOR BOLT. Q �\ CONTINUOUS 2x6 PRESERVATIVE-TREATED WOOD SILL PLATE WITH SILL SEAL FOAM - GASKET&SEALANT BETWEEN SILL PLATE Q �\ AND SLAB AT INTERIOR EDGE 4"POURED CONCRETE SLAB ON GRADE 4"POURED CONCRETE SLAB ON GRADE REINFORCED WITH W.W.MESH WITH e ° REINFORCED WITH W.W.MESH WITH CONT.2"(R-10)RIGID INSULATION HAUNCHED PERIMETER OVER 6"LAYER OFHAUNCHED PERIMETER OVER 6"LAYER OF NAILED TO INSIDE OF FORMWORK TO \ REMAIN IN PLACE. PROVIDE 2"MIN.LAP title RCA AGGREGATE SIZE 1"T01%". RCA AGGREGATE SIZE 1"TO 1 Y"' TO FOUNDATION INSULATION. \�� 01b T.O.FIRST FLOOR SLAB _ h T.O.FIRST FLOOR SLAB _ h T.O.FIRST FLOOR SLAB ELEV.0'-0" —a x--.. _ ELEV.0'-0" •--., -- .P °a ELEV.O'0 x'. — • WALL 4- x a IPS ✓�J is 4"POURED CONCRETE SLAB ON GRADE ' 4 �' REINFORCED WITH W.W.MESH WITH 6 MIL.CLASS"A"VAPOR BARRIER UNDER ri,• o �' �' -�' 6 MIL.CLASS"A"VAPOR BARRIER UNDER �i / //� HAUNCHED PERIMETER OVER 6"LAYER OF S ii l � 11NSULATION ii° • \/\/\/\/\/ RCA AGGREGATE SIZE 1"T01%". SECTIONS SLAB,TYPICAL. i � � �'( � � SLAB,TYPICAL. FORMWORK TO 2"RIGID INSULATION R 10 AT BUILDING ii^ %\\\\ PROVIDE 2"MIN.LAP i� \/\\/\\/\\/\\/\\ 6 MIL.CLASS"A"VAPOR BARRIER UNDER � ( ) / 2"RIGID INSULATION(R-10)AT BUILDING �i ° \/,X //\//\//\ INSULATION, \/\/\/\/\/\/\\ SLAB,TYPICAL. PERIMETER,UNDER SLAB&ALONG ii \\ \\ PERIMETER,UNDER SLAB&ALONG \\ \\ \\ \\ \\ \ C // // // / /� M i G -I- FOUNDATION WALL FACE TO 24"BELOW \/\\ ,�"`�"•��•1� FOUNDATION WALL FACE TO 24"BELOW •n \/\\/\\/\\/\\/\\� drawn by: --- ADJACENT GRADE ADJACENT GRADE \/\\/ �L checked by: REINFORCED POURED CONCRETE STEM ii \/\\/\\� REINFORCED POURED CONCRETE STEM IL WALL AND SPREAD FOOTING.REFER TO °' 4WALL AND SPREAD FOOTING.REFER TO °' a)i STRUCTURAL DRAWINGS. :==T= ° \�\ STRUCTURAL DRAWINGS. \�\\�� scale: 3/16"= 1'-0" o '4 project number: 10002 o t B.O.FOOTING _ h B.O.FOOTING _ < • h B .FOOTING ELEV.4-6" ELEV.-3'-6" \ /�/\\/\\/\\j\\j\\/\\/\\/\\/ ELEV.4-6" scaled inch Q \\/\ \ \ \ \ \ \ \ UNDISTURBED NATURAL SOILS OR ��\//\\//\\//\\//\\///\/\\/\\/\\/\\/ UNDISTURBED NATURAL SOILS OR �\/\/\./\ /\/\/\/\ sheet number H ENGINEERED FILL. ��\/� N� ENGINEERED FILL. U 3 WALL SECTIONK'2_N� WALL SECTION 1 WALL SECTION COMM . BUILDING 16 A6.02 SCALE: 3/4" = V-0" A6.02 SCALE: 3/4" = 1'-0" A6.02 SCALE: 3/4"= 1'-0" co oJ_ +6 + 9H A6002 1 2 3 4 5 6 7 8 9 0 DOOR TYPE: " 1. MINIMUM 10HIGH SMOOTH SURFACE AT DOOR 36"TO 42"LEVER OR _ _ ------a BOTTOM,EITHER ATTACHED PANEL OR BOTTOM U SHAPED HANDLE.---\ RE STROBE RAIL. i HARDWARE: 1.OPENABLE FROM INSIDE WITHOUT USE OF KEY OR SPECIAL KNOWLEDGE OR EFFORT. i - i I ,_ ..MIN I :o ,o ��--__�� THERMOSTAT WITH I _ °' 2.OPENABLE BY SINGLE EFFORT LEVER60 -TYPE DEVICEP 3 . f I OPERABLE CONTROLS I g z i `� 10 (NOT REQUIRING GRASPING). , IGHT i< 3.MOUNTED 36"TO 42 10"MIN. rIRE TATICNL ONVIENENCE DVOR HARDWARE I SWITCH i 6 4 MI 12MAX 4.MAXIMUM 5 LBS.EFFORT TO OPERATE DOOR. BOTTOM RAIL -®- OUTLET SEE o I i 4MIN ��\ OR PROVIDE B E A T T Y HARVEY COC O ELECTRICAL _ SECTION 404.2.8&SECTION 404.2.9 KICK PLATE " IN ARCH I T E C T S LLP 10" DRAWINGS FORS �` NEW YORK ) MARYLAND : Co PLAN LOCATIO115 `� 10" 6"MIN SECTION 604.10:AMBULATORY A `�\ I o WALL-MOUNTEDW,C.) ACCESSIBLE COMPARTMENT FIGURE•A 4 DOOR REQUIREMENTS A 1300 Walt Whitp.(631 300-1010 York, 11747 CENTER OF _ �� I 69"MIN FL CONVENIENCE ��\ I , FLOOR-MOUNTED W.C.) �\ OUTLET owner/developer \ �\ ALTERNATE DOOR 1000 University AOvenuue Snifer uite G500 4"MAX LOCATION 1 1/2"MIN' Rochester,NY 14607 " 13 1/2". 1 1 2" 585.324-0500 TYPICAL MISCELLANIOUS MOUNTING HEIGHTS - /---RETURN ENDS TO00 x ' CE 4 1100 OF WALL �\ I I : WALL,TYP I I civil engineer 60"MIN, I I 1-1/4" 2"O.D.NOM.PIPE PLAN LKMA 18 MOUNTING DETAILS - o 60"MIN, I LOOR RECEPTACLE - I i I I RAIL WELD CONNECTIONS +, 437&405 O - _ I I AND GRIND SMOOTH I ' South Country Road M ' I Brookhaven, NY 11719 A7.00 SCALE: 3/8" = 1'-0" �.� z RACKET R Nc ELONGATED WALL HUNG i ,.' � I I . EQ L A 0. .MA . I I 631.286.8668 2MIN STALL TYPE ��� --- Oil _ I m.e.p. &f.p. FIGURE 605.2 I I , GR UNDING/BL G I i . 0°ELBOW TO M/E Engineering, P.E. TIO GYPSUM&ST P I I I WALL @ EACH g 150 North Chestnut Street B 52"MIN SECTION 605 URINALS I I 42" IN 6'MIN WALL-MOUNTED W.C.) END AND CLOSE Rochester, NY 14604 'MIN, FLOOR-MOUNTED W.C.) SECTIO 5. DRA SS SECTION 585.288.5590 SECTION 604.9 WHEELCHAIR ACCESSIBLE COMPARTMENT K'10"� URINAL DIMENSIONS FIGURE-B SECTION 404.2.5:TWO DOORS IN SERIES FIGURE-C 3 L DETAIL WHEELCHAIR ACCESSIBLE COMPARTMENTS structural engineer �OOSCALE: 114" = 1'-0" A7.00 CALE: 11/2" = 1'-0" TDM Consulting Engineering 550 North County Road,Suite E SECTION 403.5 CLEAR WIDTH 1 1/4"O D.NOM.BRUSHED ALUM. Saint James, NY 1 1780 OR STEEL HANDRAIL W/RADIUSED 63, NY 1 1780 LETTERS AND NUMBERS: RETURNS TO WALL EACH END 1. WIDTH TO HEIGHT RATIO BETWEEN 3:5 AND 1 :1. 5234 13 TOILET STALLS 7 DOORS IN SERIES 3 2MIN 2.STROKE WIDTH TO HEIGHT BETWEEN 1 :5 AND 1 :10. A7.00 SCALE: 114" = 1'4' 3.CONTRAST CHARACTERS AND SYMBOLS WITH �-oSCALE: 1/4"= 1'4'BACKGROUND, key N 4.SANS SERIF CHARACTERS. i PLAN SIGNS/PICTOGRAMS: ___________ ONE TREAD C 1. PICTOGRAMS/PICTORIAL SYMBOL SIGNS SHALL BE NOTES: ACCOMPANIED BY THE EQUIVALENT VERBAL I i r----------- FOR TREAD AND RI E IONS E C F BOTH A CLOSER& PLANS AND SE I NS. DESCRIPTION PLACED DIRECTLY BELOW THE I i I rill- I I I ATCH AREPICTOGRAM. THE BORDER DIMENSION SHALL BE 6" CD ROVIDED.MINIMUM HEIGHT. - _ 36MIN L 60MIN 2. CHARACTERS AND BACKGROUNDS SHALL BE OF fi-`'f NON-GLARE CONTRASTING COLORS. I I I 2 AIL ELEVATION RAISFD 3. SIGNS/PICTOGRAMS SHALL BE INSTALLED ON THE SECTION 403.5 CLEAR WIDTH SECTION 403.5.2 PASSING SPACE o 1 WALL ADJACENT TO DOOR LEADING TO THE ROOM OR A7.00 SCALE: 112" = 1'-0" N SPACE THEY DESCRIBE AND AT 60"AFF TO SIGN FRONT APPROACH,PULL SIDE FRONT APPROACH,PUSH SIDE CENTERLINE AND WHERE A PERSON MAY APPROACH rRue o 17 WHEELCHAIR PASSING AND PASSAGE WIDTH WITHIN 3"OF SIGNAGE WITHOUT ENCOUNTERING E---------------- _ I O O PROTRUDING OBJECTS OR STANDING WITHIN THE DOOR I I i i project A7.00 SCALE: 1/4"- 1 -0 0 36"GRA BAR SWING AREA. I I I � 4. VERTICAL CLEARANCE AT SUSPENDED SIGNS WITH i 42 I i 36 i 4 OODU OOODUU I I Q _________, VINEYARD VIEW WOMEN MINIMUM HEADROOM OF 80"REQUIRE MINIMUM 3' I I 1 i FLSTROOMS CHARACTER HEIGHT MEASURED BY USING UPPERCASE00 I I I I I 42"GRAB BAR I "X". CHARACTERS AND NUMBERS SHALL BE SIZED i i I i i o ____________u ACCORDING TO VIEWING DISTANCE FROM WHICH I--� ' CLEAR FLOOR SPACE READ. LOWER CASE CHARACTERS PERMITTED. ---� 1 ° ---------� D County Road 48 4MAX. 18"GR R 18"GRAB BAR MI SIGN LOCATIONS: HINGE APPROACH,PULL SIDE HINGE APPROACH,PULL SIDE FIGURE 308.2.1 Greenport, NY 11944 8"GRAB BAR 2 O 9.ALL ACCESSIBLE ENTRANCES IDENTIFIED WITH r-- -----------i FORWARD REACH SECTION 604.3.1:WATER CLOSET CLEARANCE = I I seal 24"GRAB BAR �- MINIMUM OF ONE STANDARD SIGN. - _I I � 4MI 24 AX ------ LL 20"MAX. >20"-25" CONTROL ARE LI ILE ' LE O P T ER $E 10.ADDITIONAL DIRECTIONAL SIGNS ALONG �p o N I z I r---- 1 - M E N ACCESSIBLE PATH OF TRAVEL ARE REQUIRED. �o 0 0 l CN I I I o I I 36MIN 11.BUILDINGS REMODELED TO PROVIDE ACCESSIBLE O I 2' "MINI I I z ED A C? => SEAT 1 1 1 SANITARY FACILITIES FOR PUBLIC USE SHALL HAVE I _ - - I I o � GE AR�7T� cco MAX. MINo EAT INFORMATION POSTED IN THE LOBBY AS PART OF THE I I W 00 BUILDING DIRECTORY. I I I ' _ > FOOT BACK CONTROL WALL % I o SYMBOL OF ACCESSIBILITY: z i i I I ol 36"GRAB�AR qV � _ * uai 00 SE ION 607.4.2 BATHTUBS WITHOUT PERMANENT SEATS O I ' `" 1. STANDARD USED TO IDENTIFY ACCESSIBLE FACILITIES. I i i i CD O % z I z 2.SYMBOLS OF ACCESSIBILITY SHALL CONTRAST WITH I I I I FIGURE 308.2.2 1`0� 1 I ABLE ®C)®®® THEIR BACKGROUND,WITH EITHER LIGHT SYSMBOL ON I i i i �� 02141- � LATCH APPROACH, LL SIDE LATCH APPROA�H,PUSH SIDE ' FORWARD REACH OVER AN OBSTRUCTION _____� I I issued date"`' ec�i 16 GRAB BARS AT TU BIS H OWE R 42"GRAB R I ` i ®®� BACKGROUND. ARK ROUND OR ADARK SYMBOL ON ALIGHT --_ r I I E 13t1on ENFORCING AGENCY DETERMINES,IF A7.00 SCALE: 114" = 1'-011 _ EARFLOO PACEI _-__- CLEAR FLOORSPACJ APPROPRIATE,SPECIAL DESIGNS AND COLORS MAY BE L---------- ------� 1 03/15/19 Issued for Construction 60 60MIN APPROVED. I PARALLEL 2 06/13/19 TOS Bldg Dept Comments E ON 100 1 TER IL SECTION 1004.11.3.1.2:CLEARANCE I APPROACH Q 3 07/01/19 Prosect Bulletin No.4 00 CLOSE EA IV'�E WITH LAVATORY(OVERLAP EXCEPTION) FIGURE 703.7 BRAILLE: 6 DOOR APPROACH REQUIREMENTS ` SYMBOLS OF ACCESSIBILITY 1.USE CONTRASTED GRADE 2 BRAILLE.DOTS TO BE 0.1" DWELLIN U TS OILETS: CLEAR FLOOR SPACE AT WATER CLOSETS O.C.IN EACH CELL. A7.00 SCALE: 1/4"= 1'-0" 2.0.2"SPACE BETWEEN CELLS. ----- 3.DOTS RAISED MINIMUM 0.025"ABOVE BACKGROUND. J � a ¢ E FIGURE 308.3.1 W ° � � o 0 UN STDUCTED SIDE REACH 12 WATER CLOSET CLEARANCES 9 SIGNS AND PICTOGRAMS g�' 24 oM i ` to A7.00 SCALE: 1/4" = 1'-0" A7.00 SCALE: 114"= 1'-0" 0 CLEAR FLOG Cl) <= SPA CLEAR FLOOR SPAC J -_------____ F TUB TUB LENGTH NOTE: F OMPRESSED CARPET 1/4"MAX. IN.FLOOR LEVEL 1. IF OBSTRUCTION IS LESS THAN 10", = BELOW THRESHOLD THRESHOLD 607.2:CLEARANCE FOR BATHTUBS w 12MAX 12MAX MAX REACH HEIGHT SHOULD BE 48" w oJ POST. - , N title rl5 CLEARANCE FOR BATHTUBS FIGURE 302.2 CARPET ON FLOOR SURFACES FIGURE 308.3.2 OBSTRUCTED SIDE REACH ACCESSIBILITY, , POST. 7. SCALE: 114"= 1'-0° SECTION 307.3 „ 60MIN x DETAILS & NOTES Q ¢ X>121, M 6MIN 2MI o z C, r Q00 T-SHAPED ICC A I 17. 1 -2009 I Q POST. 18"GRAB BAR 18"GRAB BAR N X>12 CD 00 n i /'-_ �` Q FIGURE 302.2 BEVELED CHANGE IN LEVELS x ` C (CLEAR I 36"GRAB BAR CL 42"GRAB BAR z x Q IFLOOR I C drawn b --- z z ¢ IS I MIN 54MIN I SECTION 307.3 ^ y' a o PACE__) 24MIN 42MIN NOTE: 10 N N 12.E THE SLOPING PORTIONS OF HANDRAILS SERVING STAIRS AND RAMPS " �� J Z checked by: --- CL SHALL NOT BE REQUIRED TO COMPLY WITH 307.3. �� �� 10 = / ,�. scale: AS NOTED q `' � "' �P j FIGURE 307.2 LIMITS OF PROTRUDING OBJECTS b TOE CLEARANCE o o c " o u KNEE CLEARANCE$ C' NOTE: 60MIN project number: 10002 o - 7 - NOTES: FIGURE 302.2 VERTICAL CHANGE IN LEVELS CIRCULATION PATHS,INCLUDING OPERABLE ELEMENTS,MUST COMPLY WITH MORE scaled inch CHA ELEMENTS LOCATED ON CIRCULAR LAV DEPTH REQUIREMENTS FOR PROTRUDING OBJECTS CASEMENT WINDOWS WHEN OPEN CANNOT ENCROACH NOTE:DA HED LINE INDICATES MINIMUM LENGTH OF FIGURE #32 1. 1/2"MAXIMUM TOTAL HEIGHT WITH 1/4"MAXIMUM VERTICAL CHANGE AT EDGE. THAN 41NCHES INTO CIRCULATION PATHS ABOVE 271NCHES CLEAR SPACE ERQUIRED ON EACH ARM OF THE T-SHAPEDwelloppoIr. 77 � FIGURE #31 BACK WALL SIDE WALL sheet number .� o CLEAR FLOOR SPACE AT 7„ 9 2. 1 :2 SLOPED BEVEL REQUIRED IF LEVEL CHANGE IS OVER 1/4"VERITCAL LEVEL CHANGE. EXCEPTION:HANDRAILS SHALL BE PERMITTED TO PROTRUDE 4 1/2"MAX SPACE IN ORDER TO COMPLETE THE TURN C U LAVATORY CLEARANCES SECTION 604.5 GRAB BARS SECTION 604.5 GRAB BARS 3. CHANGE IN LEVEL OF 1/4 INCH MAXIMUM IN HEIGHT SHALL BE PERMITTED TO BE VERTICAL. LAVATORIES SECTION 304.3.1 CIRCULAR SPACE SECTION 304.3.2 T-SHAPED SPACE COMM. B U I L D I��G SECTION 604.7 DISPENSERS FIGURE 304.3(a)Circular FIGURE 304.3(b)T-shaped K'14'��,AVATORY CLEAR SPACE 11 WATER CLOSET GRAB BARSK�8� THRESHOLD REQUIREMENTSK'5_'\� LIMITS OF PROTRUDING OBJECTS 1 TURNING SPACES 0 11_ 11 _ 11 _ LL_ / Co A7.00 SCALE: 1/4 - 11-011 A7.00 SCALE: 1/4 - 1'-0" A7.00 SCALE: 6 - 11-011 A7.00 SCALE: 1/4 - l'-O" A7.00 SCALE: 1/4" = 1'4' @ H 1 2141 5 6 8 9H 7000 Q LO C �---' AIR SEALING NOTES��R CD WOOD CONSTRUCTION M OPEN INSULATED RIGID INSULATION ( TAPED TAPED OR SEALED JOINTS SINGLE HEADER 1. EXTERIOR WALL-TOP:REDUCE LEAKAGE BETWEEN UNCONDITIONED ATTIC AND WALL CAVITIES. [�'{ CLIP SUPPORT FOR GWB OR SEALED AT CORNERS. a. STOP AIR MOVEMENT THOUGH CRACK BETWEEN DRYWALL AND TOP PLATES. APPLY DRYWALL ADHESIVE TO FRAMING BEFORE INSTALLING DRYWALL. DOUBLE TOP PLATE OPEN INSULATED DOUBLE HEADER WITH RIGID b. STOP AIR MOVEMENT BETWEEN THE SHEATHING AND THE TOP PLATES.APPLY SEALANT DOUBLE HEADER INSULATION TO INSIDE FACE BETWEEN SHEATHING AND FRAMING ALTERNATE HORIZONTAL " THICK RIGID INSULATION ANCHOR THROUGH RIGID 8E ATT Y HARVEY C O C O BLOCKING FOR GYPSUM 1 THICK RIGID INSULATION (TIMBER STRAND) HEADER A R C H I T E C T S , L L P BOARD SUPPORT OVER THICK PLYWOOD CAVITY LEFT OPEN TO BE INSULATION TO DOUBLE HEADER. 2. EXTERIOR WALL-MIDDLE:REDUCE LEAKAGE BETWEEN FLOOR AND WALL CAVITIES. NEW YORK I MARYLAND OR OSB SHEATHING INSULATED FROM INTERIOR ALTERNATE: PROVIDE BLOCKING a. APPLY SEALANT BETWEEN SILL PLATE AND SHEATHING. BEHIND ANCHOR b. APPLY SEALANT BETWEEN DRYWALL AND SILL PLATE. 1300 Walt Whitman Road, New York, 11747 c. APPLY SEALANT BETWEEN SILL PLATE AND SUBFLOOR. A p:(631)300-1010 d. APPLY SEALANT AT ALL WALL PENETRATIONS. TWO STUD CORNER e. APPLY SEALANT BETWEEN TOP PLATE AND SHEATHING. owner/developer ALTERNATE 1X6 CLIP SUPPORT FOR f. APPLY SEALANT BETWEEN TOP PLATE AND DRYWALL Conifer Realty SUPPORT FOR >< GYPSUM BOARD 3. EXTERIOR WALL-BOTTOM: 1000 University Avenue Suite 500 ' GYPSUM BOARD. SINGLE HEADER • a. APPLY SEALANT BETWEEN SILL PLATE AND SHEATHING. Rochester,NY 14607 ALLOWS FOR SET TOWARDS STUD NOTCHED TO • . 585.324-0500 SUPPORT SINGLE HEADER b. APPLY SEALANT BETWEEN DRYWALL AND SILL PLATE. INSULATION jr� OUTSIDE OF WALL PLYWOOD PLATE c. APPLY FOAM GASKET UNDER SILL PLATE INSTALLATION FLUSH W/EXTERIOR • • • d. APPLY SEALANT BETWEEN SILL PLAT AND SLAB civil engineer PAST INTERIOR SURFACE OF STUD HEADER HANGER SIZED BY LKMA PARTITION WALL ALTERNATE 1 X 4 CALCULATED LOADS 4. EXTERIOR WALL WINDOW JAMB,HEAD&SILL:REDUCE LEAKAGE BETWEEN WALL CAVITIES AND 437&405 SUPPORT FOR GYPSUM OUTDOORS. South Count Road BOARD SINGLE STUD SINGLE STUD a. APPLY SEALANT BETWEEN FRAMING AND SHEATHING. Country b. APPLY SEALANT BETWEEN WINDOW AND FRAMING. Brookhaven, NY 11719 NOTE: c. APPLY SEALANT BETWEEN DRYWALL AND WINDOW. 631.286.8668 USE DETAIL IN NON-LOADBEARING d. APPLY SEALANT BETWEEN FRAMING MEMBERS. m.e.p. &f.p. TAPED JOINTS WALLS. SEE PROJECT MANUAL FOR FURTHER INFORMATION 5. INTERIOR PARTITION AT EXTERIORICORRIDOR WALL:REDUCE LEAKAGE BETWEEN M/E Engineering, P.E. B t EXTERIOR/CORRIDOR WALL AND INTERIOR PARTITION. B 150 North Chestnut Street a. APPLY SEALANT AT ALL PENETRATIONS THOUGH WALL FRAMING. Rochester,NY 14604 b. APPLY SEALANT BETWEEN DRYWALL AND FRAMING. 585.288.5590 6. CORRIDOR WALUINTERIOR PARTITION-TOP/BOTTOM:REDUCE LEAKAGE BETWEEN UNCONDITIONED structural engineer ATTIC/FLOOR STRUCTURE AND INTERIOR PARTITION. K'T WALL FRAMING DETAILK�4_ CORNER FRAMING/BRACING DETAIL 7 WINDOW HEADER DETAIL �101NSLILATED HEADERS a. APPLY SEALANT AT ALL BETWEENDRYA LLA AND FRAMING. FRAMING. TDM Consulting Engineering b. APPLY SEALANT BETWEEN DRYWALL AND FRAMING. 550 North County Road,Suite E 11780 EEBA FIG. 11.4 EEBA FIG. 11.3111.11 EEBA FIG. 11.5 EEBA FIG. 11.5 1 1 0„ saint James, NY 631.686..52345234 SCALE:1”=1-0" SCALE: "= 7. DOUBLE SHAFT WALL AT EXTERIOR/CORRIDOR WALL TOP:REDUCE LEAKAGE BETWEEN UNCONDITIONED ATTIC/FLOOR STRUCTURE AND INTERIOR PARTITION/SHAFT WALL. OVERSIZE ROOF TRUSS a. APPLY SEALANT OR AT ALL PENETRATIONS THOUGH WALL FRAMING. b. APPLY SEALANT BETWEEN DRYWALL AND FRAMING. PROVIDES INCREASED DEPTH OF ROOF c. APPLY SEALANT OR EXPANDING FOAM BETWEEN ALL GAPS BETWEEN WALL FRAMING. key _ N INSULATION AT PERIMETER CONTINUOUS VAPOR PLAN INSULATION BAFFLE BARRIER SHEATHING TAPE RIGID INSULATION 8. INTERIOR PARTITION AT EXTERIOR/CORRIDOR WALL:REDUCE LEAKAGE BETWEEN � PREVENTS WIND BLOWING ADHESIVE MEMBRANE STRIP ( INSTALLED IN A EXTERIOR/CORRIDOR WALL AND INTERIOR PARTITION. THROUGH INSULATION AND SEALANT, ADHESIVE OR TOP EDGE TAPED TO SHEATHING CONTINUOUS MANNER CONTINUOUS BEAD OF SUBFLOOR a. INSTALL DRYWALL BETWEEN INTERSECTING WALL FRAMING, b. INSTALL SHEATHING BETWEEN INTERSECTING WALL FRAMING AT SHEAR WALLS MAINTAINS 2" CLEARANCE GASKET WITH SHEATHING TAPE) PAST ROOF FRAMING ADHESIVE 0 UNDER ROOF SHEATHING FLASHING LEDGER NAILED OVER TOP CONTINUOUS ENGINEERED WOOD 9. CORRIDOR WALL/EXTERIOR DOOR: O OF RIGID INSULATION CO SEALANT OR ADHESIVE a. APPLY SEALANT BETWEEN DOOR FRAME AND FRAMING. RIGID INSULATION SEALANT ADHESIVE /BAND JOIST CLOSURE RIGID INSULATION `SEALANT b. APPLY GASKETSMEATHER STRIPPING AT DOOR SWEEP. CONTINUOUS PLATE TIES CONTINUOUS VAPOR OR GASKET SEALANT AT CORNER OF FLOOR TRUSS / QO RIM JOIST TO CEILING BARRIER ADHESIVE BOTTOM PLATE & SETBACK ON fff RAFTERS INSULATION BAFFLE SUBFLOOR OR GASKET 10. MILLWORK TRIM: N ELECTRI IRE TO' PLATE RIGID INSULATION RIM JOIST/BAND JOIST SET PROVIDES 2" MIN UNDER BOTTOM PLATE TH'CKNESS OF FILLER BACK ON TOP PLATE. a. APPLY SEALANT AT ALL EDGES BETWEEN MILLWORK TRIM AND DRYWALL. ROOF RAFTERS TERMINATE CLEARANCE UNDER ROOF ENGINEERED THICKNESS OF RIGID 11. PLUMBING PENETRATIONS: TRUE ° IN RIM JOIST TO INCREASE , SEALANT ADHESIVE OR SHEATHING I GASKET WOOD INSULATION FILLER. a. APPLY SEALANT AT ALL PLUMBING PENETRATIONS THROUGH DRYWALL/SUBFLOOR. DEPTH OF ROOF4 RIM/BAND b. SEAL ALL PENETRATIONS BEFORE INSTALLING CABINETRY,ESCUTCHEONS AND FIXTURES. project INSULATION AT PERIMETER SEALANT, ADHESIVE OR LEDGER NAILED OVER TOP OST CLOSURE VINEYARD VIEW RIGID INSULATION GASKET OF RIGID INSULATION SEAL ELECTRICAL SEALANT PENETRATIONS 12. ELECTRICAL BOXES: INSULATION BAFFLE PROVIDES SEALANTADHESIVE OR GASKET a. APPLY SEALANT TO SCREW HOLES AND UNUSED KNOCK-OUTS. 2" MIN CLEARANCE UNDER CONTINUOUS VAPOR SEALANT b. APPLY SEALANT BETWEEN ELECTRICAL BOX AND DRYWALL. + ROOF SHEATHING BARRIER RIGID INSULATION SEAMS c. APPLY SEALANT TO WIRE PENETRATIONS. D TAPED SEALED PRIOR TO CONTINUOUS VAPOR SEALANT THIS APPROACH MAY ELIMINATE THE NEED FOR ADDITIONAL d. OR INSTALL AIR-TIGHT COVER PLATES AND GASKETS. RIGID INSULATION NOTCHED / BATT INSULATION TO INTERIOR County Road 48 AROUND ROOF TRUSSES INSTALLATION OF ROOF FRAMING BARRIER RIGID INSULATION 13. DUCTWORK: Greenport, NY 11944 TO ACT AS WIND SHIELD SEALANT, ADHESIVE OR a. APPLY SEALANT/EXPANDING FOAM BETWEEN DUCT AND DRYWALL. seal FOR ROOF INSULATION GASKET ELECTRICAL WIRES PASSING TO EXTERIOR SHOULD BE ADDITIONAL BATT INSULATION CAN BE ADDED TO INTERIOR b. APPLY SEALANT/EXPANDING FOAM BETWEEN DIFFUSERSIREGISTERS AND DRYWALL V RIGID INSULATION SEALED WITH FOAM SEALANT OR CAULKING 14. UTILITIES/ACCESS PANELS: ROOF FRAMING a. APPLY SEALANTMEATHERSTRIPPING BETWEEN PERIMETER OF PANEL AND DRYWALL. E� RgCy/� ROOF INSULATION THERMAL RESISTANCE ( DEPTH) AT b. APPLY SEALANT/WEATHERSTRIPPING ON PANEL DOOR. qp FO TRUSS HEEL (ROOF PERIMETER) SHOULD BE EQUAL OR y1lik , �0 GREATER THAN THERMAL RESISTANCE OF EXTERIOR WALL 15. RECESSED COMPONENTS: r O a. APPLY SEALANT BETWEEN RECESSED CABINET AND DRYWALL. b. APPLY SEALANT BETWEEN CRACKS AND SEAMS. la..,rTM 2 ROOF FRAMING DETAILS 5 SHED ROOF DETAIL 8 FLOOR TRUSS RIM CLOSURE 11 SET-BACK RIM JOIST 16. PACKAPPDHEATIANTBETINGESLEE EQUIPMENT AND S� 0�1q'�2 �O a. APPLY SEALANT BETWEEN SLEEVE AND AND FRAMING. \��O F NES EEBA FIG. 11.47 EEBA FIG. 11.28 EEBA FIG. 11,21 "_ " EEBA FIG. 11.22 _ ,_ „ b. APPLY SEALANT BETWEEN SLEEVE AND DRYWALL. E SCALE:1 -1-0 SCALE:1' -1 0 E issued date description 17. RECESSED LIGHTING: RIGID INSULATION a. APPLY SEALANT BETWEEN RECESSED LIGHT HOUSING AND DRYWALL. 1 03/15/19 Issued for Construction INSTALLED IN A b. USE INSULATED CONTACT AIR-TIGHT CANS. 2 07/01/19 Project Bulletin No.4 SHEATHING TAPE CONTINUOUS MANNER PAST DECK LEDGER ADHESIVE MEMBRANE STRIP (TOP FRAMING 18. DOOR LATCH HOLE: EDGE TAPED TO SHEATHING WITH CAVITY INSULATION a. APPLY SEALANT/EXPANDING FOAM AT DOOR STRIKE. 1.6" SHEATHING TAPE) BEAD OF ADHESIVE BEAD OF ADHESIVE FLASHING —RIGID INSULATION SEAMS SLOTTED ANCHOR AT TAPED/SELAED PRIOR TO NON-BEARING WALLS CONTINUOUS BEAD OF DRYWALL FOIL FACED OR EXTRUDED ADHESIVE MEMBRANE INSTALLATION OF ADHESIVE REQUIRED HERE POLYSTYRENE RIGID STRIP OVER STEP INSULATION FLASHING ( TOP EDGE DRAINAGE CAP o DECK/LEDGER FRAMING o � KICKOUT ENDPIECE TAPED TO SHEATHING W/ o SHEATHING TAPE) HANGER + STEP FLASHING, TYP. CONTINUOUS VAPOR - F O USE SHIPLAPPED SHEATHING LEDGER ATTACH WITH J BARRIER IF AVAILABLE,OTHERWISE ANCHOR BOLTS TO CLIPS MAY ALSO BE USED USE MASTIC OR ADHESIVE BLOCKING/FLOOR SHEATHING TAPE SEALANT STRUCTUR CONTINUOUS BEAD OF ADHESIVE MEMBRANE STRIP DRYWALL ADHESIVE ROOFING PAPER TURNED FLASHING title REQUIRED HERE UP AT WALL ADHESIVE MEMBRANE CAP TYPICAL DRYWALL CLIPS TRUSS UPLIFT PATCH FRAMING & AIR DO NOT INSTALL CEILING DRYWALL ADHESIVE OR CEILING DRYWALL SCREWS/NAILS CLOSER THAN FROM TO INTERIOR PARTITION IN ORDER TO SEALING DETAILS FLOAT DRYWALL AT CORNERS CONTROL DRYWALL CRACKING FROM TRUSS UPLIFT. FLOATING CORNERS OF CEILING DRYWALL ALLOW TRUSS MOVEMENT SEAMS & CORNERS TAPED WITHOUT DRYWALL CRACKING NOTE THAT A CONTINUOUS BEAD OF TO PROVIDE DRAINAGE DRYWALL ADHESIVE IS REQUIRED ALONG BOTH SIDES OF TOP PLATES PLANE CONTINUITY FOR WALL. DRYWALL TO PROVIDE AIR BARRIER CONTINUITY. + MEMBRANE FOLDED AROUND JOIST OVER drawn by: HANGER checked by: --- CL 3 DRYWALL CLIPS & SLOTTED ANCHOR 6 CEILING GWB/TRUSS UPLIFT DETAIL 9 STEP FLASHING DETAIL 12 DECK LEDGER FLASHING DETAIL scale: AS NOTED project number: 10002 EEBA FIG. 16.5 SCALE:1"=V-0" EEBA FIG. 16.4 EEBA FIG. 2.23 SCALE:V=1'-0" EEBA FIG. 2.25 SCALE:1"=V-13" scaled inch Q o sheet number y o z COMM. BUILDING a co I' o N r, SEAL DRYWALL TO FIRST CD SEAL AROUND ROUGH STUD IN THE WALL (SEE OPENINGS OF WINDOWS FIGURE 16.7 CEILING DRYWALL ) EXTERIOR WALL AND DOORS CONTINUOUS SEALANT, DRYWALL ADHESIVE ON ADHESIVE OR GASKET CONTINUOUS SEALANT, INTERIOR WALL BOTH SIDES OF FIRST AROUND OPENINGS AT SEAL ALONG TOP PLATES/ ADHESIVE OR GASKET AT EXTERIOR ON EXTERIOR WALL INTERIOR STUD TOP PLATE EXTERIOR •• CLIPS INSTALLED BY FRAMER OR DRYWALLER SINGLE HEADER AIR SEALS (CAULKING, PREFERRED. LOCATE TO END STUD OF ADJOINING EXTERIOR OF WALL TO ADHESIVE OR GASKET) B E A TTY HARVEY COC O WALL PERMIT INSULATING FROM • DRYWALL CLIPS ARCHITECTS , L L P INTERIOR TO MINIMIZE NEW YORK I MARYLAND GYPSUM BOARD CRACKING EXTERIOR WALL DUE TO WOOD SHRINKAGE 1300 Walt Whitman Road, New York, 11747 A i INTERIOR PARTITION HELD BACK FROM q p: (631)300-1010 INSTALL THIS PANEL FIRST LOAD BEARING WALL EXTERIOR WALL 1" TO ALLOW -f- owner/developer — — AGAINST CLIP SUPPORT INSTALLATION OF EXTERIOR WALL DRYWALL PAST INTERIOR PARTITION Conifer Realty INSTALL THIS PANEL x 1000 University Avenue Suite 500 \ AGAINST OTHER SIDE �,� j Rochester, NY 14607 JP 585.324-0500 SHEATHING CONTINUOUS SEALANT, DRYWALL CONTINUOUS civil engineer ADHESIVE OR GASKET AT PAST INTERSECTING \ CLIP ALTERNATE: BOTTOM PLATE EXTERIOR SEAL ALONG TOP INTERIOR PARTITION LKMA 437 &405 USE 1X4 WOOD SUPPORTS PLATES ON EXTERIOR � oad SE G INSIDE OF BOTTOM OF ST STUD IN INTERIOR WALL ( BOTTOMS OF WINDOWS & DOOR Brookhaven, NY South CountryR DRYWALL IN LIEU OF CLIPS WALL 719 \ ` , PARTITIONS SEAL AT TOP SEE FIGURE 16.7) OR HOLD BACK OPENINGS SHOULD BE THROUGH 631.286.8668 PLATE WHERE ADJACENT FIRST STUD TO PASS DRYWALL WALL FLASHED 0 TO AN UNCONDITIONED BEHIND STUD (SEE FIGURE 16.8) DRYWALL ADHESIVE AT `� CEILING INSULATION m.e.p. &f.p. QBOTTOM & TOP OF STUD DRYWALL AD ESIVE AT TAPED JOINT EXTERIOR RIGID INSULATION IS SEALED TO EXTERIOR OF WALL FRAMING AT SPACE (SEE FIGURE 16.8) BOTTOM PLATE & TOP M/E Engineering, P.E. TOP PLATES, BOTTOM PLATES AND AROUND OPENINGS. PLATE AIR SEAL (CAULKING, B 150 North Chestnut Street 0 HEADER IS NEEDED ABOVE WINDOW OPENING IF WALL IS LOAD BEARING USE CAUTION WHEN INSTALLING DRYWALL AT GASKETS OR ADHESIVE OR GASKET) Rochester, NY 14604 USE OF CLIP SU T FOR GYPSUM BOARD RES LTS IN SINGLE HEADER RATHER THAN DOUBLE HEADER PREFERRED, SIZED OVER POLYETHYLENE SO THAT GASKETS ARE NO1 MOVED 585.288.5590 FLOATING CORNERS & SIGNIFICANTLY LESS DRYWALL APPROPRIATELY FOR LOAD. OUT OF POSITION OR POLYETHYLENE IS NOT CUT OR TORN. CRACKING GASKET CAN BE USED IN PLACE OF SEALANTS OR structural engineer ADHESIVES. TDM Consulting Engineering 13 INSULATED HEADERS 16 EXTERIOR AIR SEALING DETAIL 19 INTERIOR AIR SEALING DETAILr_22AIR SEALING DETAIL 25 AIR SEALING DETAIL 550 North County Road,Suite Saint James, NY 11780 EEBA FIG. 16.3 EEBA FIG. 11.7 EEBA FIG. 16.6 EEBA FIG, 16.7 EEBA FIG. 16.8 631.686.5234 CEILING DRYWALL TAPED TO WALL/DRYWALL TO SEAL THE WINDOW FRAME TO 6" MIN VERTICAL LAPS OPENING, APPLY CONTINUOUS SEAL TO key WALL SHEATHING THE BACKSIDE OF THE WINDOW FLANGE 6 NEAR THE OUTER EDGE OR APPLY TRUE SILL FLASHING CONTINUOUS SEAL TO PERIMETER OF NORTH ' OPENING AT A POINT TO ASSURE r C_L_ �r CONTACT W/BACKSIDE OF MOUNTING -� DRYWALL CAULKED,GLUED OR DRAINAGE PLANE FLANGE. o GASKETED TO TOP PLATE - - BOTTOM PLATE CAULKED OR GASKETED AA INS TION IS COMPRESSED /�TO SUBFLOOR 4" MIN HORIZONTAL LAPS CREATI VOIDS WHEN INSET / I r DRYWALL CAULKED OR GASKETED TO BOTTOM PLATE 16° EXTEND FLASHING HORIZONTALLY 16 HEAD FLASHING WITH STAPLING IS USED INCHES TO PROJECT BEYOND DRIP EDGE INSTALLED INSTALL DRAINAGE PLANE VERTICAL JAMBS FLASHING APPLIED OVER NAILING OVER HEAD FLASHING & --,,._SUBFLOOR GLUED, CAULKED OR GASKETED AA LATER FLANGE OVER TOP OF NAIL-ON HEAD TO RIM JOIST/RIM ENCLOSURE DRAINA E N 3R FLANGE OF WINDOW FRAME COU project DRYWALL CAULKED,GLUED OR GASKETED SILL FLASHING FOLDED OVER BOTTOM VINEYARD VIEW TO TOP PLATE KRAFT F FOIL FACING RIM JOIST/RIM CLOSURE CAULKED OR OF ROUGE OPENING & UP JAMB, GASKETED TO SUBFLOOR N RETURN OVER JAMB AND SILL 4" VOID MINIMUM. FASTEN TOP EDGE OF/�: D D BOTTOM PLATE CAULKED OR GASKETED TO TOP PLATE 12" MINIMUM WINDOW FLASHING BUT DO NOT -I- FASTEN -HE LOWER 1-1/2" SO THE DRAINAG County Road 48 DRYWALL CAULKED OR GASKETED TO BOTTOM PLATE DRAINAGE DRAINAGE PLAN MAY BE SLIPPED UP SHIM & ADJU WINDOW TO ACHIEVECOU Greenport, NY 11944 PLAN FIRST & UNDER THE FLASHING SQUARE, PLUMB & LEVEL CONDITIONS. USE SLIP DRAINAGE PLANE 1ST COURS COURSE UNDER JAMB seal SUBFLOOR GLUED, CAULKED OR GASKETED TO INSTALL SILL FLASHING CORROSION RESISTANT FASTENERS WITHIN 10 FLASHING AT BOTTOM OF RIM JOIST/RIM ENCLOSURE INSTALL JAMB FLASHING INCHES , BUT NO CLOSER THAN 3 INCHES IN WINDOW SILL RED ARC,S� RIM JOIST/RIM ENCLOSURE CAULKED OR INSTALL WINDOW DIRECTION FROM EVERY CORNER SECURE �5 SORE G ACE STAPLING IS RECOMMENDED GASKETED TO SILL PLATE INSTALL HEAD FLASHING ( IF NECESSARY) ME WINDOWS ARE MANUFACTURED WITH AN WINDOW AROUND FRAME OPENING WITH O WHERE FACED BATT INSULATION IS INTERNAL HEAD FLASHING SELF FLASHED DRAINAG N 1RST SILL PLATE INSTALLED INSTALL DRAINAGE PLANE SHINGLE -ASHION FROM BOTTOM TO ( ) EQUIVALENT OF 6d FASTENERS AT 16 O.C. O INSTALLED HOWEVER THESE SELF FLASHED WINDOWS CAN CO,OVER SILL GASKET UNDERSIDE OF OPENING MINIMUM. SEAL PENETRATIONS INTO WINDOWS/DOORS WITHOUT FLANGES SEALED TO JAMB AND INSTALL REMAINDER OF DRAINAGE FLANE SHINGLE FASHION EXPERIENCE LEAKAGE AT UPPER CORNERS DUE WATERPROOFING (TYPICAL) SILL FLASHING AROUND OPENING WITH SEALANT OVER 1* NOTE: TO LACK OF FLASHING EXTENSION BEYOND SHADED COMPONENTS DESIGNATE AIR FLOW RETARDER FROM UNDERSIDE OF OPENING TO WALL OVER SIDE WINDOW AFTER INSTALLATION, SEAL ALL BACKER ROD FLANGE WINDOW OPENINGS. THESE CORNERS TYPICALLY CORNERS OF MECHANICALLY JOINED SYSTEM WINDOWS/DOORS WITH FLANGES TYPICALLY INSTALLED IN BED NEED ADDITIONAL SEALING. FRAMES TO SEAL FRAME SEAM JOINTS �q��c ``"���OQ AIRTIGHT DRYWALL APPROACH OF SEALANT BETWEEN FLANGES AND JAMB & SILL FLASHING OF NE 14 FACE STAPLING VS. INSET STAPLING 17rio_"�SILL INT. AIR BARRIER USING DRYWALL/FRAM FLASHING DETAIL 23 WINDOW INSTALLATION 26 DRAINAGE PLAN APPLICATION EEBA FIG. 2.4 EEBA FIG. 2.4 issued date description EEBA FIG. 15.1 EEBA FIG. 3.3 EEBA FIG. 2.4 1 03/15/19 Issued for Construction FLUID-APPLIED WATERPROOFING SEALANT, ADHESIVE OR ` OVER CEMENT BOARD, COATING GASKET INTERIOR WALL ENTIRE SURFACE BLOCKING POSITIONED SO EXTENDING TO THAT TUB FLANGE JUST EXTERIOR WALL ' DRYWALL CAULKED, GLUED OR SEALED TO TOP PLATE CATCHES BOTTOM EDGE TILE APPLIED WITH EXTERIOR WALL EXTERIOR SHEATHING CAULKED, GLUED OR SEALED THINSET OVER FLUID CORNER BAD EDGE SUPPORT THIN PROFILE STRUCTURAL STUDS TO TOP PLATE APPLIED WATERPROOFING SHEATHING EXTENDS UP FOR THIN P OFILE STRUCTURAL CLADDING WALL TO TOP PLATE SHEATHING ' TAPED OR SEALED JOINTS IN EXTERIOR SHEATHING BAD OF ADHESIVE SEALS TILE ` ' CONTINUOUS EXTERIOR SHEATHING CAULKED, GLUED OR BACKING TO THIN PROFILE OR BEAD OF SEALED TO BOTTOM PLATE STRUCTURAL SHEATHING S A AANT ADHESIVE SEALANT ADHESIVE OR GASKET SILICON SEALANT THIN P OFILE STRUCTURAL SOLID BLOCKING AS DRAFTSTOP ' SHEATHING S DRAFTSTOP BEHIND I (LEAVE WEEP OPENING (SEAMS/JOINTS SEALED WITH F F� , TUB C TINUOUS UP WALL , TO DRAIN VOID SPACE) ADHESIVE OR SEALANT. BLOCKING ' � EXTENDS FULL LENGTH OF EXTERIOR SHEATHING CAULKED, GLUED OR / RIGID INSULATION BULKHEAD AND ENDS AS SEALED TO TOP PLATE THIN PROFILE STRUCTURA HEATHING AS I DRAFTS 0 BEHIND TUB \ CONTINUOUS BEAD OF THIN PROFILE APPROPRIATE TAPED OR SEALED JOINTS IN EXTERIOR SHEATHING SEALANT OR ADHESIVE STRUCTURAL GYPSUM BOARD JOINT TAPED OR SEALED JOINTS IN EXTERIOR SHEATHING C NTINUOUS BEAD OF FLAT BLOCKING SHEATHING AS SOFFIT & SOFFIT GYPSUM TAPED/SEALED PRIOR TO SOFFIT title SE LANT OR ADHESIVE DRAFTSTOP EXTERIOR SHEATHING CAULKED, GLUED OR BEHIND TUB BOARD INSTALLED AFTER CONSTRUCTION TYPICAL 1__'_.F_SEALED TO BOTTOM PLATE EA ANT, ADHESIVE OR PRIMARY GYPSUM BOARD GASKET CONTINUOUS UP INSTALLATION ADHESIVE::::�G SEALANT, ADHESIVE OR WALL 7<1 V FRAMING & A I R ' EXTERIOR SHEATHING CAULKED, GLUED OR SEALANT GASKET INTERIOR SOFFIT CONSTRUCTED AFTER GYPSUM SEALED TO SILL PLATE BOARD INSTALLED SEALING DETAILS SEALANT, ADHESIVE ORJ SOFFIT FRAMED AFTER GYPSUM BOARD INSTALLATION GASKET THIN PROFILE IN ORDER TO PROVIDE AIR FLOW RETARDER TUB FRAMING SECTION STRUCTURAL SUBFLOOR CONTINUOUS BEAD BOTTOM PLATE SILL PLATE INSTALLED OVER SILL SEALER FLAT BLOCKING ALLOWS CAVITY INSULATION TO BE SHEATHINGOF SEALANT OR OF EXTERIOR CONTINUITY INSTALLED BEHIND TUB DRAFTSTOP ADHESIVE AT WALL NOTE: CEMENT BOARD TILE BACKING IS RECOMMENDED IN CONTINUOUS BEAD BOTTOM PLATE & -I drawn by: SHADED COMPONENTS DESIGNATE AIR FLOW RETARDER PLACE OF GREEN BOARD OF SEALANT OR SIDES OF STUDS SYSTEM CEMENT BOARD IS NOT WATERPROOF. IT MUST BE ADHESIVE CORNER, BEAD EDGE checked by: --- COATED WITH A FLUID APPLIED WATERPROOFING a SEALANT, ADHESIVE SUPPORT FOR THIN scale: SEALING & OR GASKET PROFILE STRUCTURAL SHEATFING r24 TUB FRAMING ELEVATION 27 INTERIOR SOFFIT DETAILS15 EXT. AIR BARRIER EXT. SHEATHING 18 TUB FRAMING SECTIONproject number: 10002 r2i'*_�TIJIB FRAMING PLAN EEBA FIG. 11.32 EEBA FIG. 11.37/11.38 scaled inch Q EEBA FIG. 3.5 EEBA FIG. 11.30 o EEBA FIG. 11.31 sheet number U O COMM . BUILDING co A7002 1� 21 l + + + +8 g N `7 CD ROOF FLASHING BRICK VINYL, ALUMINUM, WOOD & SOLID BLOCKING AS STUCCO CLADDINGS-ALL ARE DRAFTSTOP `. `. INHERENTLY PRONE TO RAINWATER LEAKAGE & SHOLLD BE CONSIDERED POROUSD INSULATION PILLOW 9CUT BATT WINDOWS & DOORS INSULATION SLIGHTLY OVERSIZED B E ATTY HARVEY COC O SHOULD BE CONSIDERED & PLACE IN PLASTIC BAG ARC H I T E C T S , L L P POROUS TO RAIN CREATING A PILLOW VENT STACK NEW YORK I MARYLAND HOUSEWRAP INSTALLED CEILING PLYWOOD ACCESS INSULATION DAM WITH 1300 Walt Whitman Road, New York, 11747 A SHINGLE FASHION TO CREATE GYPSUM DOOR FACED WITH CELLULOSE INSULATION ONLY p: (631)300-1010 RAINWATER DRAINAGE PLANE �, BOARD GWB ( TO INTERIO � owner/developer FLASHING INSTALLED AT FACE) CONCRETE SLAB Conifer Realty PENETRATIONS 1000 University Avenue Suite 500 DRAINAGE PLANE WRAPPED _ NY 14607 AROUND PENETRATIONS & FOAM SEALANT AROUND BARRIER POLYETHYLENE VAPOR Rochester, OPENINGS ALL PIPE PENETRATIONS 585.324-0500 GASKET WEATHERSTRIP GRANULAR DRAINAGE THROUGH RIM CLOSURE RIM CLOSURE CASING TRIM INSTALLED OVER ATTACHED TO HATCH PAD (COURSE civil engineer / GRAVEL, NO FINES) GYPSUM BOARD OVERLAP o PERFORATED DRAIN 43L MA OPENING TO PROVIDE LIP FOR 405 PANEL TO SIT PIPE ADDED TO "T" South Country Road SEALANT AT IN ORDER TO Brookhaven, NY 11719 /FLASHING AT BASE OF EXTERIOR WALL ALL SLAB COUPLE SUBSLAB 631.286.8668 WALL TO DIRECT PENETRATIONS PRESSURE FIELD TO RAINWATER TO EXTERIOR INTERIOR WALL VENT STACK m.e.p. &f.p. INTERSECTING WITH SOIL GAS VENTILATION SYSTEM EXTERIOR WALL M/E Engineering, P.E. GRANULAR DRAINAGE PAD DEPRESSURIZED THIS APPROACH MAY ELIMINATE THE NEED FOR ADDITIONALBY ACTIVE FAN LOCATED IN ATTIC OR BY P 150 North Chestnut Street BATT INSULATION TO INTERIOR INTERIOR SOFFIT FOOTPRINT AGAINST EXTERIOR WALL PASSIVE STACK ACTION OF WARM VENT Rochester, NY 14604 ALTERNATELY, INTERIOR SOFFIT CAN BE CONSTRUCTED 585.288.5590 AFTER GYPSUM BOARD INSTALLATION STACK LOCATED INSIDE HEATED SPACE. AVOID OFFSETS OR ELBOWS IN VENT STACK TO MAXIMIZE AIR FLOW structural engineer r-28-- DRAINAGE PLANErii-' RIM PENETRATION DETAIL 34 ATTIC ACCESS DETAIL TDM Consulting ameEngn, N 11780 37 INTERIOR SOFFIT DETAIL 4o RADON VENT DETAIL 550 North County Road,Suite Saint James, NY 11780 631.686.5234 SCALE:1°=1'-0" EEBA FIG. 13.1 EEBA FIG. 11.44 EEBA FIG. 11.40 EEBA FIG. 7.6 SCALE:1"=1'-0" FLUE PIPE SOLID BLOCKING AS DRAFTSTOP JAMB FLASHING AT BOTH SIDES PLUMBING VENT OR (SEAMS/JOINTS SEALED WITH key OF OPENING, EXTEND BEYOND SEALANT APPLIED ELECTRICAL WIRES ADHESIVE OR SEALANT) } SILL FLASHING & ABOVE WHERE ALL JOINTS CAULK/SEAL/FOAM AROUND ALL PIPES OR TRUE OU HEAD FLASHING WILL INTERSECT. MASTIC OUTSIDE FRAME BLOCKING ELECTRICAL WIRES PENETRATING INTO ATTIC � NORTH 0 LAP JAMB FLASHING OVER TOP SPACES OR OTHER INSULATED CEILINGS OF SILL FLASHING LEAVING CUT HOLES SUFFICIENTLY BOTTOM EDGE UNATTACHED. 1 " MINIMU LARGER THAN PIPE TO WALL SHEATHING ALLOW INSTALLATION OF SEALANT " MINI M SEALANT APPLIED TO TOP OF FRAME VENT PIPE MAY BE SEALANT, ADHESIVE OR SEALANT, ADHESIVE OR GASKET - CEILING GYPSUM BOARD ELIMINATED WITH A GASKET SERVICE OPENING SEALED TO SEALANT, ADHESIVE OR VACUUM RELIEF VALVE IN DRAFTSTOP W/ GASKET (EPDM C-AIR HANDLER AIR SEALING GASKET SOME JURISDICTIONS EXTERIOR WALL BOOT) OR EXPANDING FOAM ° MASTIC UTILITY CHASE project FLUE PIPE • OSB OR PLYWOOD VINEYARD VIEW HIGH TEMPERATURE TWO HALVES OF FIRESTOP KEEP PLUMBING PIPES D 16" MINIMUM B-RIGID DUCT SEALING SEALANT NAILED IN PLACE OUT OF EXTERIOR WALLS o D MASTIC ° � + County Road 48 INTERIOR PLUMBING WALL z Greenport, NY 11944 12" MINIMUM o CAULK/SEAL/FOAM ALL PIPES PENETRATING seal FOLD JAMB FLASHING INTO VENTED CRAWL SPACES OR INTO GARAGES AROUND SIDE OF ROUGH SEALANT RED ARC DRAINA LAN 1RST OPENING AND OVER LOCATING PLUMBING PIPES 5 REG UPTURNED SILL FLASHING CO WHERE CONNECTIONS ARE MADE TO TOILETS, PEDESTAL SINKS & ��•�Q� 00��� CEILING GYPSUM BOARD EXPOSED PIPING, CHROME PLATED OR OTHER SURFACE FINISHED THIS APPROACH MAY ELIMINATE THE NEED FOR ADDITIONAL A-FLEX-TAKE OFF FROM RIGID AIR SEALING MATERIALS SHOULD BE CONSIDERED FOR AESTHETIC REASONS SEALANT * 1, BATT INSULATION TO INTERIOR ��_ , ADHESIVE OR SEALANTS SHOULD BE FLEXIBLE, NON-HARDENING GASKET DOUBLE WALL FOR UTILITIE 0,1422 - oo OF NE`N 29 JAMB FLASHING DETAIL32 DUCT SEALING DETAIL 35 FLUE DETAIL 38 PLUMBING PIPE DETAIL 41 CHASE DRAFTSTOPPING DETAIL E EEBA FIG. 2.4 EEBA FIG. 12.12-.14 EEBA FIG. 11.36 SCALE:1"=1'-0" EEBA FIG. 13.2 + issued date description EEBA FIG. 11.41 1 03/15/19 Issued for Construction CAULK/SEAL/FOAM ALL ELECTRICAL WIRES PENETRATING INTO ATTIC SPACES OR OTHER AIR BARRIER SEALED TO INSULATED CEILINGS BUILT-IN SEAL AT WIRE FLANGE FOR SEALING TO FLANGE ON AIRTIGHT ENTRANCE DRYWALL AIR BARRIER OUTER BOX GASKET BUILT INTO BOX SOLID BLOCKING AS \�� CAULK/SEAL/FOAM ALL DRAFTSTOP ELECTRICAL CODE RATED SEALANT AS PER ` DRYWALL ° ELECTRICAL WIRES PENETRATING TOP & BOTTOM PLATE OF (SEAMS/JOINTS SEALED REQUIREMENTS NAILING FLANGE SPECIAL AIR SEALING BOX STANDARD ELECTRICAL BOX INSIDE EXTERIOR WALL WITH ADHESIVE OR SEALANT) 0 CONDUIT SEALED INSIDE & SPECIAL AIRTIGHT BOX RUN WIRING ALONG SIDE OF F� 0 WHERE IT PENETRATES CONTAINING STANDARD BOXES STUD AT EXTERIOR WALL -( 0 0 SUPPORT SHEATHING POLYETHYLENE AIR SEALANT ADHESIVE OR SEALANT, ADHESIVE OR BARRIER CAULK/SEAL/FOAM ALL ELECTRICAL WIRES PENETRATING GASKET GASKET p 0 RATED SEALANT AS PER T CAULK AT ALL WIRE INTO EXTERIOR WALL ELECTRICAL CODE PENETRATIONS SEALANT OR ADHESIVE SEALANT OR ADHESIVE p O REQUIREMENTS title 0 0 SEAL FACE TO DRYWALL W/ JOINT CONVENTIONAL METAL OR RUN WIRING ALONG BOTTOM DROPPED CEILING-FtDUCTWORK 0 COMPOUND OR WITH CAULKED FOAM PLASTIC PLATE AT EXTERIOR WALL TYPICAL FRAMING COVERPLATE GASKET SPECIAL AIR SEALING SUPPORT SHEATHING o STANDARD PLASTIC - ° INSERT INTERIOR WALL EXTERIOR WALL FRAMING & AIR ELECTRICAL B0;( ° I CAULK/SEAL/FOAM ALL SEALING DETAILS SPECIAL AIR BARRIER TO ELECTRICAL WIRES �- FLANGE ON INSERT PENETRATING INTO VENTED CRAWL SPACES WIRE SEALING ELECTRICAL WIRES WIRES SHOULD BE LOCATED ALONG PLATES OR AGAINST STUDS RATHER THAN 9 RUN LOW VOLTAGE WIRES IN PLASTIC CONDUIT TO ALLOW FOR G FUTURE UPGRADE OR SERVICE drawn by: + -- THROUGH THE CENTER OF INSULATED CAVITIES TO MINIMIZE INSULATION CAULK AT ALL OPENINGS SOME CODES REQUIRE WIRES TO BE HELD UP FROM BOTTOM COMPRESSION WHERE BATT INSULATION IS USED (FIGURE 15.2) PLATES 6" TO 8" TO PROTECT WIRES FROM FUTURE DRILLING OF checked by: --- a HOLES THROUGH PLATES J scale: AS NOTED 3o DROPPED CEILING DETAIL 33 ELECTRICAL PANEL DETAIL 36 ELECTRICAL BOX DETAIL 39 ALT. ELECTRICAL BOX DETAILr4i`� project number: 10002 EEBA FIG. 11.39 ELECTRICAL WIRE SEALING Q EEBA FIG. 14.1 EEBA FIG. 14.2 EEBA FIG. 14.3 o scaled inch sheet number U O U z COMM . BUILDING @ 4H A7 ,e03m 1 + + I N s BACK OF BATT SPLIT , ....'. PROPERLY AROUND WI CAVITY INSULATION JOINT BETWEEN BOOT & SUBFLOOR SEALED W/ MASTIC OR FIBERGLASS FLOOAAIR MECH & MASTIC OR CAULK BEATTY HARVEY COCO FLOOARCHITECTS , L L P MASTIC NEW YORK I MARYLAND MASTIC 1300 Walt Whitman Road, New York, 11747 A i A p: (631)300-1010 GAP FROM COMPRESSED owner/developer CAVITY INSULATION Conifer Realty 1000 University Avenue Suite 500 WIRE INSTALLED TOO HIGH Rochester, NY 14607 OR WRAPPED IN FRONT 585.324-0500 JOINT BETWEEN BOOT & SUBFLOOR AFTER INSULATION CEILING BOOT AIR SEALING SEALED W/ MASTIC OR FIBERGLASS CAVITY INSULATION civil engineer MECH & MASTIC OR CAULK NOTCH CUT IN BOTTOM OF LKMA STUD (SEE NOTE BELOW) 437 &405 South Country Road MASTIC Brookhaven, NY 11719 631.286.8668 m.e.p. &f.p. M/E Engineering, P.E. 150 North Chestnut Street Rochester, NY 14604 RIGID TO FLEX AIR SEALING ALTERNATE WIRING WITH BATT INSULATION DETAIL 585.288.5590 NOTE: SOME CODES REQUIRE WIRES TO BE HELD UP FROM BOTTOM PLATE 6" TO 8" TO PROTECT WIRES FROM FUTURE DRILLING OF HOLES THROUGH PLATE structural engineer TDM Consulting Engineering 550 North County Road,Suite E 43 DUCT SEALING DETAIL46 WIRING IN BATT INSULATION Saint James, NY 11780 EEBA FIG. 12.15-.17 EEBA FIG. 15.2 631.686.5234 key TRUE NORTH C PLUMBING VENT RUBBER GASKET STAPLES CUT HOLE IN GASKET JUST SMALLER THAN PIPE D ULK OR SEALANT •1 ° - - ° project SEALANT BETWEEN GASKET VINEYARD VIEW & PLATE WALL TOP PLATE County Road 48 Greenport, NY 11944 PREFABRICATED ROOF VENT PIPE FLASHING CAN BE ADAPTED TO USE AS seal AIR-SEALING GASKETS (�SDA ti. co �00�A 0 422 ypP OF `N 44 ROOF VENT PIPE FLASHING NE EEBA FIG. 13.3 E issued date description 1 03/15/19 Issued for Construction GRILLE LOCATED HIGH IN WALL ON BEDROOM SIDE TO AVOID BLOCKAGE BY FURNITURE CAVITY IS SEALED TIGHT. DRYWALL GLUED TO STUDS & PLATES ON BOTH SIDES title TYPICAL GRILLE LOCATED LOW IN FRAMING & A I R WALL ON HALLWAY SIDE SEALING DETAILS �- drawn by: --- checked by: --- a scale: AS NOTED J J 45 TRANSFER GRILL DIAGRAM project number: 10002 uscaled inch Q EEBA FIG. 12.26 sheet number 0 0 O z COMM . BUILDING 4H A7004m I + + I + + + I v T-7" 6'-7" DOOR SCHEDULE DOOR DOOR ELEVATION DOOR FRAME FIRE HARDWARE J I ,' ' ., NUMBER LETTER TYPE ROOM NAME THRESHOLD RATING SET REMARKS ` / \ WIDTH HEIGHT THICKNESS MATERIAL MATERIAL HEAD JAMB *SERIES FD-5555 OUTSWING IMPACT VINYL FRENCH DOOR � T 101 A OM ENTRY T-0" 7'-0" 1334" VINYL I GLASS VINYL H3 J3 T8 NONE 624 BY PGT INDUSTRIES OR EQUAL 102 A OU LAUNDRY RM.INT 3'-0" 7'-0" 134 STEEL!GLASS HM H2 J2 T7 NONE 811 *PROFILES HALF LITE FLUSH STYLE N0.104XJ / \ BY THERMA TRU OR EQUAL / / \ *SERIES FD-5555 OUTSWING IMPACT VINYLFRENCH DOOR B E A T T Y HARVEY COC O 102 B OM LAUNDRY RM.EXT 3'-0" 7'-0" 1��� VINYL/GLASS VINYL H7 J7 T11 NONE 821 / \ BY PGT INDUSTRIES OR EQUAL A R C H I T E C T S , L L P 103 A 0 VESTIBULE 3'-0" T-0" 134" AL./GL. AL./GL. H6 J6 T5 NONE 814 NEW YORK MARYLAND / \ 1300 Walt Whitman Road, New York, 11747 ' 0 104 A ® RESTROOM 3'0" 7'0" 134" SC MOLDING HM H2 J2 T5 NONE 421 ;, ;` ,� q p: (631)300-1010 106 A OM LEASING OFFICE T-0" 7'-0" 134" STEEL/GLASS HM H2 J2 T9 NONE 811 *PROFILES 1203-GBGC FULL LITE FLUSH W/COLONIAL 8 LITE owner/developer 2W X 4H CONTOURED GBG GLASS BY THERMA TRU OR EQUAL Conifer Realty 106 B ® LEASING OFFICE REAP, 34" 7'-0" 1%" SC MOLDING HM H2 J2 T10 NONE 301 1000 University Avenue Suite 500 \ \ / Rochester, NY 14607 \ / 106 C R LEASING CLOSET 3'-0" 7'-0" 1%" SC MOLDING HM H2 J2 T9 NONE 301 585.324-0500 107 A OT MAINTENANCE RM.INT. 3'-0" 7'-0" 1 8 HM HM H2 J2 T10 NONE 501 \ / 107 B © MAINTENANCE RM.EXT. (2)3'-0" ' 7'-0" 1%" HM HM H3A J3A T3 NONE 772 civil engineer 108 A OT JANITOR'S RM. 34" 7'-0" 1%" HM HM H2 J2 T9 NONE 702 LKMA \ � 437 8�405 109 A OM FITNESS RM. 3'-0" 7'-0" 1/ *PROFILES 1203 GBGC FULL LITE FLUSH W!COLONIAL 8 LITE , , , , , , , STEEL/GLASS HM H2 J1 T9 NONE 811 South Country Road T-0" / ���, 6'-0" /z /z�, 6'-0" ���_ 2W X 4H CONTOURED GBG GLASS BY THERMA TRU OR EQUAL Brookhaven, NY 11719 'PROFILES 1203-GBGC FULL LITE FLUSH W/COLONIAL 8 LITE 631.286.8668 110 A ON GREAT RM.INT. (2)3'-0" ' 7'-0" 1 se�� STEEL/GLASS HM H2 J2 T9 NONE 861 2W X 4H CONTOURED GBG GLASS BY THERMA TRU OR EQUAL *SERIES FD-5555 OUTSWING IMPACT VINYL FRENCH DOOR m.e.p. &f.p. B O O 110 B ON GREAT RM.EXT. (2)3'-0" 7'-0" 1 /• VINYL/GLASS VINYL H7 J7 T11 NONE 674 BY PGT INDUSTRIES OR EQUAL B © M/E Engineering, P.E. B 111 A ® STORAGE 3'-0" 7'-0" 13/" SC MOLDING HM H2 J2 T9 NONE 703 B 150 North Chestnut Street Rochester, NY 14604 112 A © WATER PUMP RM.INT. (2)T-0" 7'-0" 1 8 HM HM H2 J2 T10 NONE 702 585.288.5590 112 B OT WATER PUMP RM.EXT. (2)3'.0" 7'-0" 1$" HM HM H3A J3A T3 NONE 1 772 structural engineer 2 EXTERIOR DOOR TYPES TDM Consulting o No ultinth g Engin eu eg A8.00 SCALE: 1/2" - 11-011DOOR NOTES• Saint James, NY 11780 • 631.686.5234 X-7" 6-7" T-6" SEE SCHEDULE SEE SCHEDULE CONTRACTOR TO PROVIDE ALL LABOR,MATERIALS, EQUIPMENT,AND SERVICES REQUIRED TO PERFORM WORK, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: REFER TO THE FOLLOWING SPECIFICATIONS FOR ADDITIONAL INFORMATION: / ' = -IMPACT VINYL SLIDING DOOR / / \ -IMPACT VINYL SWING DOOR key -HOLLOW METAL DOORS AND FRAMES / / \ -FINISH HARDWARE TRUE NORTH / / \ cv ' -FLUSH WOOD DOORS C� / / \ / ' o HARDWARE + 11 i i I 1. ALL DOOR HARDWARE SHALL BE PROVIDED AND INSTALLED BY CONTRACTOR U.O.N. �T 2.CONTRACTOR SHALL COORDINATE ALL KEYING WITH OWNER. BUILDING TO BE SUPPLIED �j O 0 ' WITH A MASTER KEY SYSTEM. J 0 3.ALL HARDWARE TO BE INSTALLED PER ANSI&ADA STANDARDS. r \ DOORS(HOLLOW CORE WOOD&HOLLOW METAL) OO 1.ALL DOORS SHALL BE PROVIDED AND INSTALLED BY CONTRACTOR U.O.N. 2.THE CONTRACTOR SHALL PROVIDE PROTECTION FOR ANY AND ALL DOORS INSTALLED PRIOR TOOP \ \ ` SUBSTANTIAL COMPLETION.PROTECT FROM ANY DAMAGE BY TRADESMEN OR OTHER WORK BEING o DONE THROUGHOUT THE BUILDING. 3.ALL WOOD DOORS SHALL BE PRE-FINISHED. FINISH TO BE SELECTED BY THE ARCHITECT. project \ \ / ALL WOOD DOORS(FLUSH AS WELL AS PANEL DOORS)ARE TO HAVE MATCHING SPECIES AND FINISH. 4.ALL H.M.DOORS ARE TO BE FACTORY PRIMED AND FIELD PAINTED. COLOR TO BE SELECTED BY VINEYARD VIEW FRAMES(WOOD&H.M.) 1.ALL DOOR FRAMES SHALL BE PROVIDED AND INSTALLED BY CONTRACTOR U.O.N. ��%, 3'-0" %, /z' 6'0" ��'�, 34" 2.THE CONTRACTOR SHALL PROVIDE PROTECTION FOR ANY AND ALL DOOR FRAMES INSTALLED PRIOR TO D SUBSTANTIAL COMPLETION. PROTECT FROM ANY DAMAGE BY TRADESMEN OR OTHER WORK BEING DONE 4 County Road 48 THROUGHOUT THE BUILDING.DAMAGE FRAMES WILL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT Greenport, NY 11944 THE CONTRACTOR EXPENSE. p O + ® O O O 4.ALL H.M.3.ALL FRAMES ARE TO E FACTORY PRIMED AND FIFRAMES SHALL BE FACTORY PRIMED,ALL ELD PAINTMESOED. COLORBE FIELDINISH TO BE SELECTED BY OWNER. seal 5.ANY H.M.FRAMES THAT ARE ANCHORED WITH A PUNCH&DIMPLE SHALL BE FILLED PRIMED AND PAINTED FRED ARC, FLUSH TO FRAME SURFACE. 1 INTERIOR DOOR TYPES 6.ALL EXTERIOR GLAZED DOORS WITHIN 30'OF GRADE SHALL MEET THE REQUIREMENTSP.\ORE CO/SFO OF THE LARGE MISSLE TEST OF ASTM E 1996. Q C� A8.00 SCALE: 1/2" = 1'-0° 7.ALL APARTMENT DOOR FRAMES TO RECEVE WOOD TRIM ON BOTH SIDES PRIMED AND PAINTED � © I I obi 42 �pP OF N117_777777 77:7 77777771;,E —,E issued date description 1 03/15/19 Issued for Construction title DOOR SCHEDULE & TYPES l + drawn by: --- checked by: --- scale: AS NOTED J vi project number: 10002 scaled inc U sheet number U O U z COMM . BUILDING F + - zF Zi 777-7- 77- -�-- ID POD BEATTY HARVEY COCO A R C H I T E C T S , L L P NEW YORK I MARYLAND 1300 Walt Whitman Road, New York, 11747 A p: (631)300-1010 owner/developer Conifer Realty 1000 University Avenue Suite 500 Rochester,NY 14607 585.324-0500 .032"20GA.ALUMINUM CONTINUOUS BREAK METAL DRIP civil engineer EDGE WITH KYNAR 500 FINISH,MINIMUM 4"UP SIDING. LKMA 437&405 South Country Road 514 x 3YBrookhaven, NY 11719"HARDIE TRIM BOARD 631.286.8668 HEADER WITH RIGID INSULATIO HOLLOW METAL DOOR m.e.p. &f.p. PER SCHEDULE DROP SEAL -PEMK0360 M/E Engineering, P.E. VINYL IMPACT FRENCH DOOR 4B 150 North Chestnut Street HEADER ALUM.SADDLE Rochester,NY 14604 THRESHOLD-PEMKO 1665 585.288.5590 HEAD H-7 C NCRETE VINYL PLANK OR VCT 2X4 WOOD STUD PARTITION - AT UNIT OR SERVICE structural engineer AREAS OR STAIRS TDM Consulting Engineering 550 North County Road,Suite-E HEADER WITH RIGID INSULATION Saint James,NY 11780 PER SCHEDULE THRESHOLD T-10 631.686.5234 CONCRETE TO VRFNCT HOLLOW METAL DOOR key DROP SEAL -PEMKO 360 TRUE ALUM.SADDLE NORTH C .032"20GA.ALUMINUM CONTINUOUS THRESHOLD-PEMKO 1665 ° BREAK METAL DRIPI C EDGE WITH KYNAR 500 4 FINISH,MINIMUM 4"UP SIDING. a 5/4 x 3y"HARDIE TRIM BOARD • VINYL PLANK OR VCT VINYL IMPACT FRENCH DOOR HEADER JAMB J•7 THRESHOLD T-9 2X6 WOOD STUD PARTITION ° VRFNCT TO VRFNCT INSULATED LOW-E ° VINYL IMPACT SCHLUTER EDGE GLASS PER SPEC. FRENCH DOOR PROTECTION- ALUM.DOOR project TYPE SCHIENE 6'DEEP ANSI SLOPED VINYL PLANK AT AE1251/2"OR THRESHOLD NOT TO LIVING ROOMS APPROVED EQUAL EXCEED 112'(PEMKO 256 VINEYARD VIEW CONTINUOUS ALUMINUM VI ORAPPROVED EQUAL) CONCEALED FLASHING, TILE AS PER MACHINE SCREW TYPICAL. INISH (PATIO) SCHEDULEFASTENER AND THREADED ANCHOR INSERT I D GROUTALUM. GROUTALUM. County Road 48 THRESHOLD SOLID THRESHOLD SOLID y INSULATION AT ..* ;..•:., INSULATION AT Greenport, NY 11944 THERMAL BREAK;SEETHERMALBREAK;SEE WALL SECTIONS WALL SECTIONS seal VkF-D q pc THRESHOLD T-11 THRESHOLD T-8 w� �'� REG o EXTERIOR-PATIO EXTERIOR•STOREFRONT V.I.F. - SEE FLOOR V.I.F. - SEE PLAN PLANS " 2x4 WOOD FRAMING 2x4 WOOD FRAMIN 'qT�O J, 42 �Q CONTINUOUSSOUND NE ATTENUATION INSULATION032"20G4.ALUMINUM CONTINUOUS IF REQUIRED SEE ` BREAK METAL DRIP032"20GA.ALUMINUM CONTINUOUS E I PARTITION TYPE SEE PARTITION TYPE EDGE WIrH KYNAR 500 BREAK METAL DRIP (1)LAYER 5l8"GYPSUM (1)LAYER 518"TYPE'X' BOARD(BOTH SIDES) FINISH,NINIMUM 4"UP SIDING. EDGE WITH KYNAR 500 2x4 WOOD FRAMIN -1 E issued date description GYPSUM BOARD SEE STRUCTURAL FINISH,MINIMUM 4"UP SIDING. 2x6W00D FRAMING CONTINUOUS SOUND (BOTH SIDES) DRAWINGS FOR ATTENUATION INSULATION IF CONTINUOUS ALUMINUM CONCEALED R-20 BATT INSULATIO SEE STRUCTURAL DOOR HEADER REQUIRED SEE PARTITION 1 03/15/19 Issued for Construction � :I COUNTER FLASHING,TYPICAL. TYPE DRAWINGS FOR DOOR PRESSED HOLLOW HEADER : METALDRYWALL FRAME 514 x 3Y"HARDIE TRIM BOARD 514 x 3Yz"HARDIE TRIM BOARD (1)LAYER 518"GYPSUM (1)LAYER 518"GYPSUM BOARD BOTH SIDES SCHEDULED 032"20GA.ALUMINUM CONTINUOUS BOARD BOTH SIDES SEE STRUCTURAL ) SHIM AS NECESSARY 514 x 3Yz"HARDIE TRIM BOARD ( ) �' CONTINUOUS HEAD c� -- SEE STRUCTURAL DRAWINGS FOR DOOR r HEADER ALUMINUM DOOR � STIFFENER ,nbo I.2 .- •-2 �- BREAK METAL DRIP i DRAWINGS FOR DOOR FRAME INTEGRAL WITH c� 'f—�I 'I`—'I EDGE WITH KYNAR 500 HEADER WITH RIGID INSULATION 2 2 HEADER WOOD DOOR FRAME- STORE FRONTSYSTEM FINISH,MINIMUM 4"UP SIDING. PER SCHEDULE PHEADER WITH ER SCHEDULE RIGID INSULATIO DRYWALL FORAME AS �� PRIMED AND PAINTED HEAD H-5 HEADER WITH RIGID INSULATION TSCHEDULED CONTINUOUS HEAD ALUMINUM STOREFRONT 2X4 WOOD STUD PARTITION PER SCHEDULE CONTINUOUS HEAD IN STIFFENER HEAD H-6 SYSTEM AT TRANSOM STIFFENER a VINYL SLIDING DOOR WITH INSULATED q "0 4 2 (1)ARD 1 LAYER 518"'GYPSUM 2" LOW-E GLASS,REFER TO ELEVATIONS. HEAD H-3A HEAD H-3 ALUMINUM STOREFRONT B�ARO(BOTHSIDES) (2)2X4 HEAD H-4 2nVU66$T9MRTITION 2X6 WOOD SYSTEM AT WALL PRESSED 276TW15 TO 1PHEAD H-2 HEAD H-1ARTITION 2R� PARTITION MENUM DpOR HOLLOW METAL tx1E1LJjFR RALS�y H w az DRYWALL FRAME 2X4 WOOD STUD PARTITION K rKuu SY I — I w — AS SCHEDULED qLLUU RISUUMMp� (4)JAMB NNWOOD DOOR FRAME- DOOTOP1 M PRIMED AND PAINTE F I I N ANCHORS PER FRAME(41 2 " + w o Z JAMB ANCHORS PER FRAME / spy 518 L " LJ O� CONTINUOUS SOUND R-20 BATT INSULATION R Ru(BOTH 9 I (1)LAYER 518" R-20 B4TT INSULATION > �` ATTENUATION IF REQUIRED R-20 BATT INSULATION 514 x 3Y"HARDIE TRIM BOARD N (BOTH SIDES)GYPSUM �_F - 2 SEE PARTITION TYPE -(2)2X6 514 x 3Y2"HARDIE TRIM BOARD 032"20GA.ALUMINUM CONTINUOUS R T (1)LAYER 5/8"TYPE .032"2LGA.ALUMINUM CONTINUOUS o X'GYPSUM BOARD JAMB J-5 BREAKMETAL DRIP L BREAK METAL DRIP j RAW (BOTH SIDES) EDGE WITH KYNAR 500 EDGE WITH KYNAR 500 S SCHEDULED SHIM AS ALUMINUM 6 GLASS 2X4 WOOD STUD PARTITION FINISH,MINIMUM 4"UP SIDING. FINISH,MINIMUM 4"UP SIDING. R 4 �A RS DOOR JAMB AA JAMB J-3 N ME 4 o WOOD F ouN NECESSARY (( title ALUMINUM STOREFRONT DOOR JAMB AND PARTITION 514 x 3Y2"HARDIE TRIM BOARD R�PE JAMB J-6 JAMB AT SIDELITE1 15/16 I V R ES 1 1 R-20 BATT INS N ATTENUATION INSULATION IF " STOP BEYOND .032"20GA.ALUMINUM CONTINUOUS JAMB J-4 REQUIRED SEE PARTITION TYPE ALUMINUM STOREFRONT VARBREAK METAL DRIP JA IES DOOR JAMB AND SYSTEM JAMB AT WALL IE DOOR;SEE DOOR EDGE WITH KYNAR 500 2RTQ6-PARTITIONINMB WIDTH VARI MB 1 29/6 V 9/64" STOP BEYOND SCHEDULE FINISH,MINIMUM 4"UP SIDING. 1 15/16 WIDTH I 1 15/16" JAMB J-Z JAMB J-1 DOOR IN DOOR;SEE DOOR CERAMIC OR IE - #ARIE 2X6 WOOD STUD PARTITION 2X4 WOOD STUD PARTITION SCHEDULE ORCELAIN TILE;SEE 6"DEEP ANSI 6"DEEP ANSI DETAILS CERAMIC OR HOLLOW METAL DOOR INSULATED ORCELAIN TILE;SEE FINISH SCHEDULE �"PLYWOOD SUBFLOOR SLOPED THRESHOLD SLOPED THRESHOLD INSULATED FINISH SCHEDULE NOT TO EXCEED 112" HM OR FIBERGLASS DOOR HM OR FIBERGLASS DOOR DROP SEAL POWER COATED ALUMINUM NOT TO EXCEED 112" Q -PEMKO 360 �- MARBLE SADDLE IN RAILING SYSTEM (PEMKO 271 OR (PEMKO 271 OR MARBLE SADDLE IN Q N APPROVED EQUAL) APPROVED EQUAL TOILET RM. CONT.RUBBER CARPET � � SETTING BED CONTINUOUS ALUMINUM MACHINE SCREW ) SETTING BED = MACHINE SCREW U O ALUM.SADDLE O FASTENERAND DOOR TRANSITION STRIP �— LLLJ O ALIGN SADDLE WITH O ALIGN SADDLE WITH CONCEALED FLASHING,TYPICAL. CONCRETE FINISH THREADED ANCHOR CONCRETE FINISH THREADED ANCHOR DOOR FACE OF DOOR FRAME THRESHOLD-PEMKO 1665LU Cie Z ru FACE OF DOOR FRAME 2x8 LEDGER BOARD AS PER SCHEDUL INSERT AS PER SCHEDUL INSERT MARBLE SADDLE CERAMIC OR CARPET VINYL PLANK OR VCT Z J FASTENED TO RIM JOIST. CERAMIC OR VINYL SHEET MATERIAL OR VCT O o O ~`'�`''�'''` ''•' AT UNIT AN SERVICE 'v •" ' `.�'';;. .' PORCELAIN VINYL SHEET MATERIAL drawn by: -_- „_ ORCELAIN TILE;SEE LVT OVER 1l8 THK FOAM t.{;;;^L.•. :t,•.. ,. .,,.;•.;•. .. .,,�. 18'RIM JOIST FLOOR TILE - OR VCT C, FINISH SCHEDULE a, •, AREAS OR STAIRS > �":.,?".;�';;4: �.;.,:';::.: °•:',r' AND CORK UNDERLAYMENT ROUT RESHOLUo Soup ROUT ALUM. -** UNIT CARPET T OR PORCELAIN THRESHOLD SOLID , checked by: A L CL CONCRETE SLAB•SEE _• SEE FINISH SCHEDULE --- I.I.E. D T•F " AS NOTED � TRUCTURAL " '•�`' ••••• 3..•.•'•,: INSULATION AT ,`'i.•'• , DRAWINGS CONCRETE SLAB-SEE ° II '' •. 1•.: INSULATION AT " scale: MARBLE SADDLE-TILE/TILE 18'ENGINEERED D it THERMAL BREAK;SEE HERMAL BREAK;SEE STRUCTURAL I;11 WOOD FLOOR TRUSS WALL SECTIONS WALL SECTIONS project number: 10002 THRESHOLD T-7 THRESHOLD T-6 THRESHOLD T-5 DRAWINGS THRESHOLD T-4 THRESHOLD T-3 - THRESHOLD T-1 U scaled inch UO LE ADDLE Q TILE/TILE CARPET TO VRFNCT MARBLE SADDLE-TILE/LVT THRESHOLD T-3 THRESHOLD T2 p BALCONY EXTERIOR EXTERIOR CARPET TO VINYL sheet number U a m z 1 DOOR DETAILS COMM. BUILDING A8.00 SCALE: 1l2"= 1'-0" m �- �-- A8 ,s00A N CDO WINDOW SCHEDULE NOMINAL WINDOW ACTUAL WINDOW ROUGH OPENING CLEAR OPENING VISIBLE GLASS TOTAL SIZE SIZE SIZE SIZE CLEAR PER OPENING VISIBLE ,• .t. 4-' A V,044 WINDOW OPENING . ` .: TYPE MANUFACTURER MODEL UNIT TYPE WIDTH HEIGHT WIDTH HEIGHT WIDTH HEIGHT WIDTH HEIGHT SQ.FT. WIDTH HEIGHT GLASS REMARKS SQ.FT. 06 0 SILVERLINE V1 SERIES COASTAL WATCH SINGLE-HUNG 2'-8" x 3'-0" 313/8" x 351/4" 317/8" x 35 3/4" 271/16" x 1011/16" 2.01 271116" x 1413116" 5.57 3'-24" 3'-2%" 0 3'24" BEATTY HARVEY COCO OK RUSKIN WIND-DRIVEN EME420DD --- - --- --- - --- --- REFER TO LOUVER SCHEDULE ON SHEET H0.01 A R C H I T E C T S L L P STATIONARY LOUVER _ _ NEW YORK I MARYLAND © _ SIMULATED PICTURE 2'-8" x 3'-0" _ 1300 Walt Whitman Road, New York, 11747 A - WINDOW - -- - - - =N NOTES: + p: (631)300-1010 owner/developer 1. BASIS OF DESIGN IS SILVERLINE COASTAL WATCH. ALTERNATE MANUFACTURERS:MI,PLY GEM&PGT Conifer Realty 1000 University Avenue Suite 500 6/A8.01 N 11 M 16 A8.01 7/A8.01 N M 71A8.01 11/A8.01 N M 111A8.01 Rochester, NY 14607 V ® 585.324-0500 civil engineer z' 2'-7%" %' Z' 2'a4" 2' �' 2%" 2'-z4„ V2„ z' LKMA 0 0 0 11 11 11 437 &405 N ® < ® � � South Country Road Brookhaven, NY 11719 631.286.8668 2X6 WOOD STUDS O O © m.e.p. &f.p. M/E Engineering, P.E. B B 150 North Chestnut Street Rochester, NY 14604 585.288.5590 1 COMMUNITY BUILDING WINDOW TYPES structural engineer TDM Consulting Engineering A8.01 SCALE: 1/2"= 1'-0" 550 North County Road,Suite E Saint James, NY 11780 631.686.5234 COMPATIBLE SEALANT COMPATIBLE SEALANT COMPATIBLE SEALANT %"X 2%"HARDIE TRIM BOARD key (� 4"X 2%"FIBER CEMENT TRIM COMPATIBLE SEALANT TRUE BATTENS OVER%6'PANELS 514 X 3%"HARDIE TRIM BOARD NORTH SELF-ADHERED SEAM FLASHING C, CONTINUOUS AIR&WATER + + CONTINUOUS AIR&WATER RESISTIVE BARRIER /z' EXTERIOR GRADE G RESISTIVE BARRIER PLYWOOD SHEATHING %6'FIBER CEMENT PANELS /FF7% O - Y2"EXTERIOR GRADE 032"20ga.ALUM.DRIP EDGE PLYWOOD SHEATHING ��WITH KYNAR 500 FINISH ('11 SIMULATED PICTURE WINDOW - JAMB DETAIL o a 514 X 3%"HARDIE TRIM BOARD A8.01 SCALE: 3"= 1'-0" 2X6 WOOD STUDS CONTINUOUS AIR&WATER CONTINUOUS AIR&WATER COMPATIBLE SEALANT LZI RESISTIVE BARRIER RESISTIVE BARRIER ° %"X 2%"HARDIE TRIM BOARD 2X6 WOOD STUDS WITH PAINTED POPLAR WOOD SELF-ADHERED SEAM FLASHING SELF ADHERED SEAM FLASHING project R-21 BATT INSULATION SILL: COLOR AS CONTINUOUS VAPOR SELECTED BY OWNER. CONTINUOUS VAPOR Y"EXTERIOR GRADE CONTINUOUS VAPOR Y2"EXTERIOR GRADE VINEYARD VIEW %6'FIBER CEMENT PANELS s BARRIER AND%"GYP.BD. PLYWOOD SHEATHING BARRIER AND 4"GYP.BD. PLYWOOD SHEATHING BARRIER AND/"GYP.BD. %"X 2 2"FIBER CEMENT TRIM 4"X 2%"FIBER CEMENT TRIM BATTENS OVER%6'PANELS BATTENS OVER%6"PANELS + + HEADER WITH RIGID HEADER WITH RIGID County Road 48 INSULATION PER SCHEDULE .032"20ga.ALUM.DRIP EDGE INSULATION PER SCHEDULE .032"20ga.ALUM,DRIP EDGE WITH KYNAR 500 FINISH WITH KYNAR 500 FINISH Greenport, NY 11944 seal rl0 SIMULATED PICTURE WINDOW - HEAD DETAIL 514X3%"HARDIE TRIM BOARD 514X3%"HARDIE TRIM BOARD aED ARC A8.01 SCALE: 3" = 1'-0" S.1P'CCRE G SELF-ADHERED ICE&WATER 4 �® _ O MEMBRANE AT ALL TRANSITIONS, it SELF-ADHERED ICE&WATER EXTEND UP WALL 4'MIN. MEMBRANE AT ALL TRANSITIONS, ------------ -------- -- ------------ 0 'r�L_1Lr-� EXTEND UP WALL4"MIN. .*. ,I SELF-ADHERED SEAM FLASHING .032"20ga.ALUM.DRIP EDGE 00 WITH KYNAR 500 FINISH �,� COMPATIBLE SEALANT ��, � ' ell + , COMPATIBLE SEALANT COMPATIBLE SEALANT y� d2f, /'EXTERIOR GRADEVINYL WINDOW G F .032"20ga.ALUM.DRIP EDGE WIND-DRIVEN RAIN VINYL WINDOW OF NE`N PLYWOOD SHEATHING SELF-ADHERED ICE&WATER WITH KYNAR 500 FINISH 3/"X 2)/2"FIBER CEMENT TRIM MEMBRANE AT ALL TRANSITIONS, COMPATIBLE SEALANT STATIONARY LOUVER BATTENS OVER 5�6'PANELS HORIZONTAL BLADE REFER s s + TO HVAC LOUVER SCHEDULE X 1 FIBER CEMENT TRIM 514 X 3/' HARDIE TRIM BOARD � issued date description 2X6 WOOD STUDS COMPATIBLE SEALANT CONTINUOUS AIR&WATER + RESISTIVE BARRIER /z"EXTERIOR GRADE PLYWOOD SHEATHING 1 03/15/19 Issued for Construction 46 FIBER CEMENT PANELS i�. r_9_'�) SIMULATED PICTURE WINDOW - DETAIL 6 BOARD & BATTEN - WINDOW JAMB DETAIL 5 BOARD & BATTEN - LOUVER HEAD DETAIL 3 BOARD & BATTEN - WINDOW HEAD DETAIL A8.01 SCALE: 3"= 1'-0" A8.01 SCALE: 3"= 1'-0" A8.01 SCALE: 3" = 1'-0" A8.01 SCALE: 3" = 1'-0" v 2X6 WOOD STUDS WITH PAINTED POPLAR WOOD WIND-DRIVEN RAIN R 21 BATT INSULATION SILL: COLOR AS STATIONARY LOUVER VINYL WINDOW F SELF-ADHERED SEAM FLASHING HORIZONTAL BLADE REFER F CONTINUOUS VAPOR SELECTED BY OWNER. TO HVAC LOUVER SCHEDULE %s'FIBER CEMENT PANELS s �� PAINTED POPLAR WOOD SELF-ADHERED FLASHING.(TYP. BARRIER AND/ GYP.BD. PAINTED POPLAR WOOD SILL: COLOR AS SELF-ADHERED FLASHING.(TYP. CONTINUOUS AIR&WATER SELECTED BY OWNER. @ ALL WINDOW(DOOR SILLS). SILL: COLOR AS @ALL WINDOW/DOOR SILLS). RESISTIVE BARRIER SELECTED BY OWNER. COMPATIBLE SEALANT g '�.032 20 NAALUM.DRIP EDGE �--�j %"EXTERIOR GRADE 032"20 a.ALUM.DRIP EDGE g ' � .032"20ga.ALUM.DRIP EDGE title PLYWOOD SHEATHING WITH KYNAR 500 FINISH WITH KYNAR 500 FINISH �-WITH KYNAR 500 FINISH 4"X 2%"HARDIE TRIM BOARD WINDOW COMPATIBLE SEALANT 5/4 X 3%"HARDIE TRIM BOARD COMPATIBLE SEALANT 514 X 3%"HARDIE TRIM BOARD COMPATIBLE SEALANT SCHEDULE 2X6 WOOD STUDS Q 2X6 WOOD STUDS WITH SELF-ADHERED FLASHING.(TYP. (�C DETAILS @ ALL WINDOWIDOOR SILLS). 2X6 WOOD STUDS WITH SELF ADHERED FLASHING.(TYP. 514 X 3+2"HARDIE TRIM BOARD R-21 BATT INSULATION @ ALL WINDOW/DOOR SILLS). - ---- --------------------- - - R-21 BATT INSULATION _ __ - COMPATIBLE SEALANT 032"20ga.ALUM.FLASHING WIND-DRIVEN RAIN CONTINUOUS VAPOR COMPATIBLE SEALANT WITH KYNAR 500 FINISH + CONTINUOUS VAPOR G HORIZONTAL BLADE REFER STATIONARY LOUVERBARRIER AND 4"GYP.BD. P EXTERIOR GRADE + „ J ��N z 30 YEAR ARCHITECTURAL COMPATIBLE SEALANT TO HVAC LOUVER SCHEDULE PLYWOOD SHEATHING BARRIER AND%"GYP.BD. / EXTERIOR GRADE drawn b --- PLYWOOD SHEATHING X 2y' FIBER CEMENT TRIM s „ + „ y ASPHALT ROOF SHINGLES SELF-ADHERED ICE&WATER BATTENS OVER%6'PANELS /a X 2/ FIBER CEMENT TRIM OVER 15LB BUILDING FELT 4"X 2Y2"FIBER CEMENT MEMBRANE AT ALL TRANSITIONS, COMPATIBLE SEALANT BATTENS OVER%6'PANELS checked by: --- WITH ICE&WATER SHIELD TRIM BATTENS OVER CONTINUOUS AIR&WATER a %6"PANELS 514 X 3+/2"HARDIE TRIM BOARD RESISTIVE BARRIER CONTINUOUS AIR&WATER scale: AS NOTED RESISTIVE BARRIER CONTINUOUS AIR&WATER Y2"EXTERIOR GRADE 6 RESISTIVE BARRIER PLYWOOD SHEATHING project number: 10002 U scaled inch o sheet number U O r_2_"'� COMM. BUILDING a 8 SIMULATED PICTURE WINDOW - SILL DETAIL 7 BOARD & BATTEN - LOUVER JAMB DETAIL 4 BOARD & BATTEN - LOUVER SILL DETAILBOARD & BATTEN - WINDOW SILL DETAIL A8.01 SCALE: 3"= 1'-0" A8.01 SCALE: 3" = 1'-0" A8.01 SCALE: 3" = 1'-0" A8.01 SCALE: 3" = 1'-0" @ H 4H A8 * 01m 0 M BATHROOM ACCESSORY LEGEND PLUMBING FIXTURE LEGEND _ 0 TAG DESCRIPTION TAG DESCRIPTION3r) OTOILET PAPER DISPENSER TOILET 2O SHOWER CURTAIN ROD 21 ACCESSIBLE TOILET ° • O 30"FRAMED VANITY MIRROR Efl WALL MOUNTED ACCESSIBLE TOILET ORECESSED MEDICINE CABINET ® COUNTERTOP WITH BUILT IN LAVATORY B E A T T Y HARVEY COC O A R C H I T E C T S , L L P O 24"TOWEL BAR Fj] WALL MOUNT ACCESSIBLE LAVATORY NEW YORK I MARYLAND 1,Y4"DIA.GRAB BAR © 25"STAINLESS STEEL KITCHEN SINK 1 300 Walt Whitman Road, New York, 11747 q p: (631)300-1010 OFIXED ANGLE TILT MIRROR 7� SINGLE HANDLE LAVATORY FAUCET + owner/developer O PIPE GUARDS ® SINGLE HANDLEITUB FILL SHOWER HEAD Conifer Realty 1000 University Avenue Suite 500 10 SOAP DISPENSER KITCHEN FAUCET Rochester, NY 14607 585.324-0500 11 PAPER TOWEL DISPENSER&WASTE RECEPTACLE 10 SERVICE SINK FAUCET <8> COAT HOOK 11 civil engineer ACCESSIBLE ROLL-IN SHOWER ENCLOSURE LKMA NOTES: 12 TUB&SHOWER ENCLOSURE 437 &405 1. REFER TO SPECIFICATION 102800 RESIDENTIAL ACCESSORIES BATHROOM. South Country Road Brookhaven, NY 11719 2. PROVIDE BLOCKING AT ALL ACCESSORY LOCATIONS. 13 ELONGATED TOILET SEAT 631.22886..86688668 3. MIRROR SAFETY GLAZING PER SPECIFICATION.MIRRORS TO BE MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING 14 ELONGATED TOILET SEAT WITH OPEN FRONT m.e.p. &f.p. SUPPORT, 15 CUSTODIAL SERVICE SINK M/E Engineering, P.E. PORCELAIN TILE NOTES: � Rochester, NY 14604 �? 150 North Chestnut Street 1. CEMENT BOARD OR EQUIVALENT MOISTURE-RESISTANT BACKING MATERIAL 16 FLUSHOMETER SHALL BE INSTALLED ON ALL WALLS BEHIND TUB&SHOWER ENCLOSURES 585.288.5590 COMPOSED OF TILE OR PANEL ASSEMBLIES WITH SEALED JOINTS. 17 POSI-TEMP VALVE PAPER-FACED BACKER BOARDS SHALL NOT BE USED. structural engineer NOTES: 1. REFER TO SPECIFICATION 224000 PLUMBING FIXTURES. TDM Consulting Engineering 2. ALLOW INSPECTION OF ALL PLUMBING FIXTURES. 550 North County Road,Suite E 3. PROVIDE APPROVED SUBMITTAL TO THE OWNER AND INFORM THEM Saint James, NY 11780 IMMEDIATELY AFTER INSTALLATION, 631.686.5234 key TRUE NORTH O Cj o� o O 4 a project .� VINEYARD VIEW D County Road 48 Greenport, NY 11944 seal ED ARC pRE G,, 0,2 CoQ' �FOF NE`N E issued date description 1 03/15/19 Issued for Construction i 6'-44 ❑ + 1 6 - 6 �- 11 title 7 4'-0"MIN. 5 A10.00 3 ____ RESTROOM ' 7 6 FLOOR DRAIN;SE -_ 2 6 PLUMBING DWGS. 4 PLANS , 11 3'-6"MIN. -- ELEVATIONS z Z ❑ - — 10 - -- & DETAILS 10 \\\ --- drawn by: \\ TTT 5 - —; checked by: --- J \\\ 1 --- \\ _ �` 5 scale: AS NOTED \ O M O \\ N N - 8 `\ ib FF12 ❑ project number: 10002 a U \\ I 2 8 a ° ° scaled inch 0 2 sheet number 0 I 6"x42"SOLID BLOCKING FOR 6"x48"SOLID BLOCKING FOR INSTALLATION OF GRAB BARS INSTALLATION OF GRAB BARS COMM . BUILDING m 5 RESTROOM ELEVATION 5 4 RESTROOM ELEVATION 4 3 RESTROOM ELEVATION 3 2 RESTROOM ELEVATION 2 1 RESTROOM FLOOR PLAN A10.00 SCALE: 1/2" = 1'-0" A10.00 SCALE: 1/2" = 1'-0" A10.00 SCALE: 112" = 1'-0" A10.00 SCALE: 1/2" = 1'-0" A10.00 SCALE: 1/2" = 1'-0" H+- + + + + + + + + �- 177 N 71, 2i O FINISH SCHEDULE ROOM FINISH SCHEDULE ROOM 09 30 00 -TILING FLOOR NO ROOM NAME CEILING WALL BASE FLOOR NOTE *�^ TAG APPLICATION MANUFACTURER DESCRIPTION 101 VESTIBULE CLP-1 PT-3 T-1 T-1 MATERIAL: GLAZED CERAMIC TILE 102 LAUNDRY ROOM CLP-1 PT-3 T-1 T-1 COMMUNITY BUILDING STYLE: HEATHLAND 103 CORRIDOR CLP-1 PT-3 RB-1 VPF-1 RESTROOM, COLOR: RAFIA HL02 104 RESTROOM CLP-1 PT-3/T-1 T-1 T-1 VESTIBULE(FLOOR T-1 AND BASE)AND DALTILE SIZES: 12712"FLOOR TILE o 105 WAITING/RECEPTION CLP-1 PT-3 RB-1 VPF-1 B E A T T Y HARVEY COC O LAUNDRY ROOM 6"X6"WALL TILE(RESTROOM ONLY) 106 LEASING OFFICE CLP-1 PT-3 RB-1 VPF 1 A R C H I T E C T S , L L P NEW YORK I MARYLAND (FLOOR AND BASE) 2"X6"SURFACE BULLNOSE(RESTROOM ONLY) z 107 MAINTENANCE ROOM CLP-1 PT-3 RB-1 CS-1 I _ 6"X6"BASE TILE 108 JANITOR'S C 1300 Walt Whitman Road, New York, 11747 CLOSET CLP-1 PT-3 RB-1 VRF-1 A p: (631)300-1010 09 6513 -RESILIENT BASE AND ACCESSORIES 109 FITNESS ROOM CLP-1 PT-3 RB-1 VPF-1 owner/developer TAG APPLICATION MANUFACTURER DESCRIPTION 110 GREAT ROOM CLP-1 PT-3 RB-1 VPF-1 ADD ALTERNATE-PROVIDE CUSTOM VINYL WALL COVERING Conifer Realty MATERIAL: 4"HIGH VINYL WALL BASE 111 STORAGE CLP-1 PT-3 RB-1 VPF-1 1000 University Avenue Suite 500 STYLE: TRADITIONAL TOELESS 112 WATER PUMP ROOM CLP-1 PT-3 RB-1 CS-1 Rochester, NY 14607 585.324-0500 RB-1 ALL ROOMS JOHNSONITE COLOR: 08 ICICLE �° . • a ° ° FINISH: MANUFACTURERS STANDARD a ° <° ' ° ° , � civil engineer ° • • ° 09 6516 -RESILIENT SHEET FLOORING ° ° ° ° ' LKMA ° ° ° • ° 437 &405 TAG APPLICATION MANUFACTURER DESCRIPTION ° • °. ,; ° ° • a South Country Road MATERIAL: VINYL SHEET FLOORING ° Brookhaven, NY 11719° ° 631.286.8668 VRF-1 JANITOR'S CLOSET ARMSTRONG STYLE: STATAMAX VESSA TRAVERTINE • ° ° ° ° - f. COLOR: MALTED EMBLEM X4795 _-- m.e.p. & p. TYPE: M/E Engineering, P.E. NA -- B 150 North Chestnut Street 09 6519 -RESILIENT TILE FLOORING -- - Rochester, NY 14604 TAG APPLICATION MANUFACTURER DESCRIPTION 585.288.5590 FIRST FLOOR MATERIAL: VINYL PLANK FLOORING structural engineer BEDROOMS; STYLE: TIMBER VPF-1 FLOORFOLIO TDM Consulting Engineering KITCHENS,AND COLOR: 636-672 GREAT --- -- LIVING ROOMS TYPE: MIL WEAR LAYER ROOM WATER PUMP 550 North County Road,Suite E -- --- ROOM Saint James, NY 11780 110 631.686.5234 09 9123 -INTERIOR PAINTING a 112 CLP-1 ------,- - -� -- � � ° a •° CLP-1 TAG APPLICATION MANUFACTURER DESCRIPTION PT_3 l____ ° ° PT-3 MATERIAL: RB-1 - ° RB-1 VPF-1 °4 PT-1 WALLS SHERWIN-WILLIAMS COLOR: NATURAL CHOICE SW7011 7 e-- - _ CS-1 key FINISH: FLAT JANITOR'S - TYPE: LATEX CLOSET _ _-- -__ -! - - / a a STORAGE ❑ NORTH MATERIAL: 108 - - ---- -- --- . ° ° ° e 111 DOORS,DOOR COLOR: EXTRA WHITE 7006 CLP-1 8 ° CLP 1 + PT-2 FRAMES AND STAIR SHERWIN-WILLIAMS PT-3 ° STRINGERS FINISH: SEMI GLOSS _ -- PT 3 `� O TYPE: LATEX RB-1 _ ° Q RB-1 VRF-1 --- - ° VPF-1 - ° MATERIAL: __- . BATHROOMS,TRIM COLOR: NATURAL CHOICE SW7011 -- -'-- - - - ° PT-3 AND COMMON SHERWIN-WILLIAMS - ° ° a SPACES FINISH: SEMI-GLOSS -- - - TYPE: LATEX _ ° MAINTENANCE ° MATERIAL: ROOM -- --- --- - ° ° ° 109 0. COLOR: NATURAL CHOICE SW7011 FITNESS ROOM97 CLP-1 CEILINGS SHERWIN-WILLIAMS CLP-1 - - P CLP-1 project FINISH: FLAT PT-3 - - PT-3 TYPE: LATEX CS-1 -F IVRB-1l VINEYARD VIEW 09 97 23 -CONCRETE AND MASONRY COATINGS -- TAG APPLICATION MANUFACTURER DESCRIPTION �- - �- MATERIAL: CONCRETE SEALER - I D MAINTENANCE ROOM COLOR: PREMA-CRETE PLEX-SEAL CLEAR SEALER WAITING/ ° ° ° - - County Road 48 CS-1 AND WATER PUMP PPG PAINTS ROOM FINISH: MATTE RECEPTION ° ° ° — - - RESTROOM Greenport, NY 11944 ° x 1054 104 CLP-1 seal TYPE: ° ° - - FINISH TAG KEY CLP-1 ° PT-3 PT-3/T-1 ,��RED ARC ° � T :NORE G. CEILING VPF 1 ° • T-1 Q WALL O, ° __ BASE FLOOR LEASING OFFICE ° ° ° . � CORRIDOR '� �2 �L Q` ° - O I STORAGE ACCESSORIES 106 103 TF O� NE`N CLP-1 °., ° - CLP-1 FULLY ACCESSIBLE BEDROOM&COAT CLOSET WITH WIRE MESH SHELVING,SUPPORT BRACKETS AND PT-3 ° � - - PT-3 RB-1 - RB-1 E issued date description Al RODS,SEE DETAIL 1/A11.00 ° ° + VPF-1 - ° VPF-1 TYPICAL BEDROOM&COAT CLOSET WITH WIRE MESH SHELVING,SUPPORT BRACKETS AND RODS,SEE ! °° FA2DETAIL 1/A11.00 1 03/15/19 Issued for Construction 61 TYPICAL BEDROOM&COAT CLOSET WITH WIRE MESH SHELVING,SUPPORT BRACKETS AND RODS,SEE _ DETAIL 1/A11.00 VESTIBULE �� _ � _ LAUNDRY ROOM MILLWORK AND TRIM 101 I 102 CLP-1 - - ' � CLP-1 O %"POPLAR WINDOW STOOL W/%"x 3%"POPLAR APRON. PT-3 _ PT-3 PAINTED FINISH COLOR:DOVER WHITE T-1 - ! ! T-1 T-1 - -- - _ T-1 WINDOW TREATMENTS ! , j 1 HORIZONTAL LOUVER BLINDS @ WINDOW AS SPECIFIED IN PROJECT MANUAL,SECTION 122113. ° VERTICAL LOUVER BLINDS @ PATIO DOOR AS SPECIFIED IN PROJECT MANUAL,SECTION 122116. - - + GENERAL FINISH NOTES: a 1.ALL INTERIOR WALL AND CEILING FINISHES TO COMPLY WITH SECTION 803 OF THE NYS BUILDING CODE. ALL INTERIOR WALL AND CEILING FINISHES SHALL BE CLASS'C'RATING. J °• .4 ° .. ° a 2.ADD ALTERNATE BEDROOM CARPET SHAW"GO FOR IT"#702 IN PLACE OF MOHAWK GROUP LIVING QUARTERS ° ° 7 E77-77"77=1 "SUMATRA BLEND"852. ° ° ° • title 3.ADD ALTERNATE CEILING PAINT"BRIGHT WHITE"SW7011 IN PLACE OF"NATURAL TAN"SW7567. ° FINISH AND ROOM 4.ADD ALTERNATE RESILIENT SHEET FLOORING"MUSTY MAJESTIC"X810 IN PLACE OF"MALTED EMBLEM"X4795. • • a . TYPICAL APARTMENT NOTES: SCHEDULES 1.ALL EXPOSED ELECTRICAL PANEL COVERS SHALL BE PAINTED TO MATCH THE ADJACENT WALL SURFACE. 2.ALL ELECTRICAL WALL SWITCHES AND OUTLETS SHALL BE DECORA STYLE FURNISHED IN WHITE WITH WHITE Q POLYESTER TRIMS. CSC FINISH 3.ALL HVAC DIFFUSERS AND RETURNS SHALL BE WHITE. l I TILING NOTES: FLOOR PLAN /\ N 1.CEMENT BOARD OR EQUIVALENT MOISTURE-RESISTANT BACKING MATERIAL SHALL BE INSTALLED ON ALL WALLS /`'� BEHIND TUB&SHOWER ENCLOSURES COMPOSED OF TILE OR PANEL ASSEMBLIES WITH CAULKED JOINTS. L PAPER-FACED BACKER BOARDS SHALL NOT BE USED. FLOORING NOTES: + drawn by: 1. FLOORING CONTRACTOR SHALL FURNISH AND INSTALL ALL LEVELING,PATCHING AND SURFACE PREP REQUIRED checked by: --- TO PROVIDE NEW FLOORING INSTALLATIONS COMPLETE. 2.CONTRACTOR TO MATCH ARCHITECTS SAMPLE FOR ALL FINISHES. scale: AS NOTED 3. SEE SPECIFICATIONS FOR PERFORMANCE REQUIREMENTS AND TYPES OF PRODUCTS FOR ALL FINISHES. 4. CONTRACTOR SHALL FINISH COMPLETE ALL AREAS UNDER DOORS,AT THRESHOLDS,AROUND ANY FLOOR project number: 10002 APPURTENANCES BY OTHERS TO PROVIDE A SMOOTH TRANSITION AND ELIMINATE ALL TRIPPING HAZARDS. U 5. CONTRACTOR SHALL PERFORM A BOND TEST IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS PRIOR scaled inch Q TO INSTALLATION OF NEW FLOORING. o sheet number 0 6. FURNISH AND INSTALL STAINLESS STEEL TRANSITION STRIP AT ALL TRANSITIONS BETWEEN CARPET AND 41 U PORCELAIN TILE. 7. ALL INTERIOR FLOOR FINISHES TO COMPLY WITH SECTION 804 OF THE NYS BUILDING CODE. ALL FLOOR FINISH COMM . BUILDING � AND FLOOR COVERING MATERIALS TO BE OF CLASS II MATERIALS. = 8. FINISHES SHALL RUN UNDER ALL BUILT IN MILLWORK AND FIXTURES NOT INCLUDING SHOWER. 9. CARPET AREAS TO RECEIVE CARPET BASE. FINISH FLOOR PLAN a) co O A11. SCALE: 3/16" = 1 - " + eC 5 +8 491, F KITCHEN APPLIANCE LEGEND PLUMBING FIXTURE LEGEND TAG DESCRIPTION TAG DESCRIPTION ; O ELECTRIC RANGE 9❑ TOILET 2C ACCESSIBLE ELECTRIC RANGE 2❑ ACCESSIBLE TOILET 44Oil3 C 3O DISHWASHER 3❑ WALL MOUNTED ACCESSIBLE TOILET ® ACCESSIBLE DISHWASHER ® COUNTERTOP WITH BUILT IN LAVATORY B E ATT Y HARVEY COC O ARCHITECT 5O REFRIGERATOR 5❑ WALL MOUNT ACCESSIBLE LAVATORY S NEW YORK MARYLAND © ACCESSIBLE REFRIGERATOR © 25"STAINLESS STEEL KITCHEN SINK 1300 Walt Whitman Road, New York, 11747 7O RANGE HOOD 7❑ SINGLE HANDLE LAVATORY FAUCET + P (631)300-1010 owner/developer ® SINGLE HANDLEITUB FILL SHOWER HEAD Conifer Realty 1000 University Avenue Suite 500 NOTES: 9❑ KITCHEN FAUCET Rochester,NY 14607 1. PROVIDE FILLERS&SCRIBES AS REQUIRED FOR COMPLETE CABINET 585.324-0500 INSTALLATION. 10 SERVICE SINK FAUCET 2. FINISH EXPOSED CABINET END TO MATCH CABINET FRONTS. civil engineer 3. PROVIDE POWER TO ALL APPLIANCES. 11 ACCESSIBLE ROLL-IN SHOWER ENCLOSURE 4. PROVIDE"D"PULLS AT ALL CABINETRY IN ANSI UNITS. LKMA 5. ALL WALL AND BASE CABINETS TO HAVE FULL DEPTH SHELVES. 12 TUB&SHOWER ENCLOSURE 437&405 6. ALLOW INSPECTION OF ALL APPLIANCES.PROVIDE APPROVED SUBMITTAL TO South Country Road THE OWNER AND INFORM THEM IMMEDIATELY AFTER INSTALLATION.ENSURE 13 ELONGATED TOILET SEAT Brookhaven, NY 11719 ENERGY STAR LABEL REMAINS ATTACHED TO PRODUCTS AND APPLIANCES. 1 631.286.8668 7. PROVIDE BASE CORNER CABINET WITH 1 FIXED SHELF. 14 ELONGATED TOILET SEAT WITH OPEN FRONT m.e.p. &f.p. 8. PROVIDE MICROWAVE AS ADD-ALTERNATE. 9. REFER TO SPECIFICATION 113106 RESIDENTIAL APPLIANCES. 15 CUSTODIAL SERVICE SINK M/E Engineering, P.E. R 150 North Chestnut Street 16 FLUSHOMETER Rochester, NY 14604 585.288.5590 17 POSI-TEMP VALVE NOTES: structural engineer 1. REFER TO SPECIFICATION 224000 PLUMBING FIXTURES. TDM Consulting Engineering 2. ALLOW INSPECTION OF ALL PLUMBING FIXTURES. 550 North County Road,Suite E 3. PROVIDE APPROVED SUBMITTAL TO THE OWNER AND INFORM THEM Saint James, NY 11780 IMMEDIATELY AFTER INSTALLATION. 631.686.5234 key N PLAN ❑ c::, _ 0 0 N� — TRUE o �. project VINEYARD VIEW County Road 48 Greenport, NY 11944 seal QED ARC G E RA9�7��0 < Q t' N 0214`(2 �O Te O F t,'l E I E issued date description 1 03/15/19 Issued for Construction 2 07/01/19 Project BUlletin No.4 10'-10y" 3'-0" 3'-0" 3'-0" + 0 \ \ ❑ title KITCHENETTE <V ------ ----- ----- ---------------- PLAN S \\ I ILL J ----------------------------------- -------------------- --------------- L ELEVATIONS I 6 & DETAILS 2 __ e " + drawn by: --- Al2.00 3 --- - checked by: --- scale: AS NOTED ZD N project number: 10002 scaled inch Q o sheet number U U 20 1z 19 30 30 30" z13'54" COMM. BUILDING a 3 KITCHENETTE-COMMUNITY BLDG ELEVATION 3 2 KITCHENETTE-COMMUNITY BLDG ELEVATION 2 1 KITCHENETTE-COMMUNITY BLDG FLOOR PLAN Al2.00 r A c: 112" = 1'-0" Al2.00 SCALE: 1/2" = 1'-0" Al2.01 SCALE: 1/2"= 1'-0" m � N D LJ WO BEATTY HARVEY COCO A R C H I T E C T S , L L P NEW YORK I MARYLAND 1300 Walt Whitman Road, New York, 11747 p: (631)300-1010 '-j— owner/developer Conifer Realty 1000 University Avenue Suite 500 Rochester, NY 14607 585.324-0500 civil engineer LKMA 437 &405 South Country Road Brookhaven, NY 11719 631.286.8668 m.e.p. &f.p. M/E Engineering, P.E. 1 ,R 150 North Chestnut Street Rochester, NY 14604 585.288.5590 d °°•• ° • , ° ° • a • ® • d • •° , a 6 • • C d . •° ° structural engineer ° : •° d• TDM Consulting Engineering 550 North County Road,Suite E • . . . . d• ° ° ••d a. Saint James, NY 11780 •d .. • d 631.686.5234 , • d I I -------- — _— -- ---- -- key I _ I TRUE NORTH I I V O I I n d 4 14 I a Z d 4 project r VINEYARD VIEW d • ° d ° - - - a County Road 48 - - ° °• ° Greenport, NY 11944 ° a ® • ° seal -- — - -----1- - - °° a • °° ED ARC Rte`" 0 � � 0 xxx, •'9 ?1, 21. O ° • ° - ° xxx OF NE�I`t y ° xxxxxxxxx — - ° -- • . y • ° xxxaxxxxx -- ° ° ° , e xxxxxxxxx xxxxxxxxx - - - E� x x x x x x x E issued date description I °° a xxaxxxaxx I ° xxxxxx x ° ° ° xxxxx xxxx ----- x x � x 1 03/15/19 Issued for Construction Ivl'I � f77 1 - - - - - - f I I I title + - d ' FURNITURE FLOOR PLAN 0 O ° d ° ° • d ° + drawn by: --- d d ° checked by: --- • . d a J scale: 3/16"= 1'-0" a� project number: 10002 U scaled inch 0 sheet number U O U COMM. BUILDING a 1 FURNITURE FLOOR PLAN A13.01 SCALE: 3/16" = 1'-0" CID o + + }� y H 13001 0 GENERAL N GRAVITY DESIGN LOAD SCHEDULE (ALL LOADS SHOWN ARE IN POUNDS PER SQ. FT.) � I, � CODES AND STANDARDS WOOD FRAMING \COMPONENT N 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NEW YORK STATE UNIFORM FIRE PREVENTION & BUILDING 1. LIGHT FRAME CONSTRUCTION HAS BEEN DESIGNED IN ACCORDANCE WITH THE FOLLOWING 2016 NYSUC REFERENCES: a CODE,2017 UNIFORM CODE SUPPLEMENT AND,AS REFERENCED,THE 2015 INTERNATIONAL BUILDING CODE, 1.2015IBC,CHAPTER 15 ~ 2.2015 AWCC SDPWC W 2. WHERE MORE STRINGENT,THE LATEST EDITION OF THE FOLLOWING CODES SHALL APPLY TO WORK: 3.2015 ANSI/AWC NDS. m W m 4.2015 AWC WFCM. A. ACI 301, "SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS" BEATTY HARVEY COCO B. AISC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS-ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN." 2. ALL TIMBER WORK SHALL COMPLY WITH DOC PS 20, "AMERICAN SOFTWOOD LUMBER STANDARD" OR EQUAL. ? o mo W o A R C H I T E C T S , L L P C. AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES," LATEST EDITION. J "' " -' NEW YORK I MARYLAND D. "STRUCTURAL WELDING CODE -STEEL",ANSI/AWS D1.1, BY THE AMERICAN WELDING SOCIETY. 3. ALL NEW GENERAL FRAMING LUMBER SHALL BE #2 OR BETTER GRADE DOUGLAS FIR OR HEM-FIR. (MIN BASE DESIGN: E. "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE",ACI 318. FB=825 PSI, FV=75 PSI, FC(PERP)=370 PSI, E=1,300,000 PSI) INSULATION 3 3 3 3 5 1300 Walt Whitman Road, New York, 11747 (2X8=825*1.15*1.2=1139,2X10=825*1.15*1.1=1044,2X12=825*1.15=949) p: (631)300-1010 GENERAL FRAMING 5 5 5 5 5 T owner/developer 4. ALL LUMBER SHALL BE PROPERLY SEASONED AND SHALL BE NEW UNLESS OTHERWISE APPROVED BY THE 1. IF THERE IS A DISCREPANCY ON THE CONSTRUCTION DOCUMENTS, THE ARCHITECT/ENGINEER SHALL BE NOTIFIED ARCHITECT/ENGINEER. MEP 3 3 3 3 5 Conifer Realty IMMEDIATELY SO THAT IT MAY BE RESOLVED. UNLESS OTHERWISE NOTED, THE MORE CONSERVATIVE INTERPRETATION 1000 University Avenue Suite 500 OF THE CONSTRUCTION DOCUMENTS SHALL APPLY. 5. ALL LUMBER DIMENSIONS, AFTER SEASONING, SHALL CONFORM TO THE MINIMUM DIMENSIONS REQUIREMENTS AS PER PARTITIONS 3 3 3 3 - Rochester, NY 14607 PS-20. 585.324-0500 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING SUBFLOOR 8 8 8 12 3 CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTION, AND MISALIGNMENT, THE CONTRACTOR SHALL 6. ALL LUMBER SHALL BE FREE FROM KNOTS,SHAKES, ROT OR OTHER DEFECTS. I civil engineer BE FULLY RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION. TOTAL DEAD LOAD 22 22 22 26 18 7, CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR ROUGH CARPENTRY FRAMING AND DETAILS. LKMA 3. ALL EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED IN THE FIELD BEFORE WORK IS BEGUN. ANY OBSTRUCTION 437&405 ENCOUNTERED DURING EXCAVATION, DEMOLITION, OR CONSTRUCTION SHALL BE REPORTED TO THE 8. ALL NEW FLOOR AND ROOF JOISTS, HEADERS AND TRIMMERS AND OTHER HORIZONTAL WOOD MEMBERS SHALL BE SET South Country Road ARCHITECT/ENGINEER IMMEDIATELY SO THAT CORRECTIVE MEASURES OR ADJUSTMENTS CAN BE MADE, WITH THE CROWN EDGE UPWARD. Brookhaven,NY 11719 4. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL STRUCTURAL ELEVATIONS AND DIMENSIONS WITH 9, ALL WOOD BEAMS BEARING ON MASONRY SHALL HAVE A MINIMUM BEARING OF 411. 631.286.8668 EXISTING CONDITIONS AND WITH OTHER PROJECT DRAWINGS. ANY DEVIATIONS SHALL BE BROUGHT TO THE m.e.p. &f.p. ARCHITECT/ENGINEER'S ATTENTION. 10. ALL WOOD BEAMS BEARING ON STEEL SHALL HAVE A MINIMUM BEARING OF 2" LIVE LOAD M/E Engineering, P.E. B 150 North Chestnut Street --� 5. THE CONTRACTOR SHALL FURNISH ALL CERTIFICATIONS, LABORATORY TEST REPORTS AND INSPECTION REPORTS 11. JOIST HANGERS, HOLD DOWN CLIPS, ETC. SHALL BE SIMPSON, TECO OR APPROVED EQUAL (SECURED WITH ANNULAR Rochester, NY 14604 REQUIRED. NAILS AS PER MANUFACTURER) PROVIDE SADDLE-TYPE, HEAVY DUTY BEAM HANGERS AS REQUIRED. 40 125 10 60 30* 585.288.5590 6. CONTRACTOR SHALL COORDINATE STRUCTURAL DRAWINGS WITH ARCHITECTURAL, MECHANICAL & ELECTRICAL 12, ALL JOISTS SHALL BE CROSS-BRIDGED WITH 1-1/4"X3" BRIDGING AT MIDSPAN OR INTERVALS NOT TO EXCEED 8'4" O.C. DRAWINGS, AND SECURELY NAILED AT EACH END. BRIDGING SHALL NOT BE NAILED UNTIL AFTER PARTITIONS ARE IN PLACE. structural engineer PROVIDE SOLID BRIDGING BETWEEN BEAMS OVER GIRDERS AND PLATES OF BEARING PARTITIONS. METAL BRIDGING TDM Consulting Engineering g 7. OPENINGS IN WALLS, ROOF, ETC. SHALL BE COORDINATED, SIZED, FURNISHED, AND INSTALLED PER MECHANICAL, STRAPS MAY BE SUBSTITUTED AND INSTALLED ACCORDINGLY, 550 North County Road,Suite ELECTRICAL, AND PLUMBING REQUIREMENTS, EVEN IF NOT SHOWN AS SUCH ON ARCHITECTURAL OR STRUCTURAL TOTAL LOAD 62 147 122 86 48 Saint James,NY 11780 DRAWINGS. 13, PROVIDE A MINIMUM ONE HALF INCH AIR SPACE BETWEEN WOOD AND CONCRETE DR MASONRY. OTHERWISE, PROTECT 631.686.5234 8, THE CONTRACTOR SHALL NOT MAKE DEVIATIONS FROM DESIGN DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE OR TREAT WOOD IN CONTACT WITH CONCRETE OR MASONRY. T* SNOW LOAD ARCHITECT/ENGINEER. WOOD FRAMING - PLYWOOD 9. ALL SECTIONS AND DETAILS SHALL BE CONSIDERED TYPICAL AND APPLY FOR THE SAME AND SIMILAR CONDITIONS, 1. ALL PLYWOOD SHEATHING SHALL COMPLYWITH APA. PLYWOOD SHALL MEET C-D INTERIOR APA, STRUCTURAL I AND II key UNLESS OTHERWISE SPECIFICALLY NOTED. C-D-INTERIOR APA OR STRUCTURAL I AND II,C-C EXTERIOR APA. TRUE CONCRETE 2. 16. STRUCTURAL FLOOR AND ROOF SHEATHING, INCLUDING ALLOWABLE SPANS, SHALL COMPLY WITH SECTION NORTH 1. ALL CONCRETE WORK INCLUDING BUT NOT LIMITED TO CONCRETE MIX DESIGN, REINFORCEMENT DESIGN, PLACEMENT, 2304.8 OF THE 2015 INTERNATIONAL BUILDING CODE INCLUDING TABLE 2304.8(3)SUBNOTE D AND SUBNOTE F. + DURABILITY, FORM WORK, SEISMIC REQUIREMENTS, AND QUALITY AND TESTING SHALL BE IN ACCORDANCE WITH 3. PLYWOOD SHALL NOT EXCEED THE SPANS INTENDED FOR USE ON THE GRADE STAMP AND SHALL BE OF THE FOLLOWING + CHAPTER 19 OF THE 2015 INTERNATIONAL BUILDING CODE, AND ALL APPLICABLE REFERENCE STANDARDS AS SPECIFIED THICKNESS, UNLESS NOTED OTHERWISE: SNOW L O A D DESIGN SCHEDULE IN THAT CHAPTER, INCLUDING BUT NOT LIMIT TO "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE", ACI 318 AS AMENDED IN THIS CHAPTER, FLOORS: 3/4" T&G ROOFS: 3/4" T&G INTERNATIONAL BUILDING CODE (2015) ■■■ 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH WO OF 4000 P.S.I. REQUIREMENTS FOR Pc SHALL BE WALLS: 5/8" BASED ON CONCRETE CYLINDER TESTS, TESTED AT 28 DAYS, AS PRESCRIBED IN SECTION 1905.6.3 OF THE NEW YORK ITEM SYMBOL VALUE STATE BUILDING CODE, 4. ALL PLYWOOD SHALL BE GLUE NAILED TO THE FLOOR JOISTS USING AN APA APPR07ED ADHESIVE. (B.F.GOODRICH PL400 3. CEMENT USED TO PRODUCE CONCRETE SHALL COMPLY WITH ACI 318, SECTION 3.2. OR EQUAL). GROUND SNOW LOAD Pg 25 p)sf 4. REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60, EXCEPT STIRRUPS AND TIES WHICH MAY BE GRADE 40. EARTHWORK SNOW EXPOSURE FACTOR Ce B (1.0) 1. THE FINISH EXCAVATION FOR FOUNDATIONS SHALL BE NEAT AND TRUE TO LINE WITH ALL LOOSE MATERIAL REMOVED. project 5. ALL AGGREGATES USED IN CONCRETE SHALL COMPLY WITH ACI 318, SECTION 3.3. SNOW LOAD IMPORTANCE FACTOR IS 1.0 6. WATER USED IN MIXING CONCRETE SHALL BE CLEAN AND FREE FROM INJURIOUS AMOUNTS OF OILS, ACIDS, ALKALS, 2. FOUNDATION EXCAVATIONS SHALL BE KEPT FREE OF LOOSE MATERIAL AND STANDING WATER. VINEYARD VIEW SALTS, ORGANIC MATERIALS OR OTHER SUBSTANCES THAT ARE DELETERIOUS TO CONCRETE OR STEEL THERMAL FACTOR Ct 1.0 REINFORCEMENT AND SHALL COMPLYWITH ACI 318, SECTION 3.5. 3. BACKFILL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS. FLOODING WILL NOT BE PERMITTED. FLAT ROOF SNOW LOAD (.7-1.0-1.0-1.0-2.0) Pf 30 psf(MIN.) ��DD + 7. ADMIXTURES USED IN CONCRETE SHALL COMPLY WITH ACI 318, SECTION 3.6 AND SHALL BE SUBJECT TO PRIOR 4, ALL EXISTING FILL MATERIAL SHALL BE REMOVED AND REPLACED WITH ENGINEERED FILL AS SPECIFIED IN THE T APPROVAL BY THE ENGINEER. AIR ENTRAINMENT IS PERMITTED TO BE USED IN EXTERIOR CONCRETE. GEOTECHNICAL REPORT. County Road 48 8. SPLICING OF REINFORCEMENT IS PERMITTED ONLY AT LOCATIONS SHOW ON THE CONTRACT DRAWINGS OR AS 5. ALL STRUCTURAL FILL SHALL BE INSTALLED IN NINE (9) INCH LIFTS AND COMPACTED TO 95% OF ITS MAXIMUM DENSITY Greenport, NY 11944 ACCEPTED BY THE ENGINEER. UNLESS OTHERWISE NOTED, REINFORCING STEEL SHALL BE SPLICED TO DEVELOP ITS AT OPTIMUM MOISTURE AS DETERMINED BY MODIFIED PROCTOR DENSITY TESTS (PSTM D1557), THE EXISTING SITE FILL seal FULL TENSILE CAPACITY IN ACCORDANCE WITH ACI 318. MAY BE USED IF IT CONFORMS TO GRADATION REQUIREMENTS AND IS APPROVED BV THE GEOTECHNICAL ENGINEER. SS ATE OF 9. MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE AS GIVEN IN PARAGRAPH 7.7.1 OF ACI 318, UNLESS �NpA1As � OTHERWISE NOTED. 6. STRUCTURAL FILL GRADATION REQUIREMENTS ARE AS FOLLOWS: i MAXIMUM PARTICLE SIZE-6INCHES. 10. DETAILING OF REINFORCING STEEL SHALL CONFORM TO "ACI MANUAL OF STANDARD PRACTICE FOR DETAILING A. B. AT LEAST 10% AND NOT MORE THAN 75% BY WEIGHT RETAINED ON THE#10 SIEVE. REINFORCED CONCRETE STRUCTURES" (ACI 315 ( ). C. NOT MORE THAN 12% BY WEIGHT OF NON-PLASTIC FINES (MATERIAL PASSING THE#200 SIEVE). 11. NON-SHRINK GROUT SHALL BE NON-METALLIC WITH A MINIMUM COMPRESSIVE STRENGTH OF 5000 P.S.I. 7. CONTROL FILL OPERATIONS SHALL BE INSPECTED AND TESTED BY A QUALIFIED GEOTECHNICAL ENGINEER OR INSPECTOR PRIOR TO THE PLACEMENT OF ANY CONCRETE. THESE TESTS SHALL BE PERFORMED AT SUFFICIENT LATERAL LOAD DESIGN SCHEDULE4`�;� :r� 12 PROVIDE PROPER HIGH CHAIRS, SPACERS AND SUPPORTS TO HOLD REINFORCING SECURELY IN PLACE WHILE PLACING FREQUENCY AND SPACING TO ENSURE PROPER SUBGRADE PERFORMANCE. THE TESTING LAB SHALL SUBMIT `:= CONCRETE. BAR SUPPORTS SHALL BE ALL GALVANIZED METAL WITH PLASTIC TIPS. COMPACTION REPORTS FOR ALL FILL TO THE ENGINEER OF RECORD, E 13. PROVIDE EXPANSION, CONTROL AND CONSTRUCTION JOINTS AS REQUIRED BY APPLICABLE SECTIONS OF ACI 301-84. 8, LOADED,WITH ANY DEMOLITION DEBRIS,MATERIALS OR EQUIPMENT THAT MAY ENDANGER ITS SAFETY. WIND LOAD E issued date description 14. CONSTRUCTION JOINTS, WHEN REQUIRED, ARE SUBJECT TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS AND 9, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR CONSTRUCTION MEANS AAD METHODS THROUGH DEMOLITION 1 03/15/19 Issued For Construction SHALL BE IN CONFORMANCE WITH ACI 318, DRAWINGS SHOWING LOCATION AND DETAILS OF THE PROPOSED AND CONSTRUCTION. ITEM SYMBOL VALUE CONSTRUCTION JOINTS SHALL BE SUBMITTED WITH REINFORCING STEEL SHOP DRAWINGS. 15. EXPANSION AND CONTRACTION JOINTS BETWEEN CONCRETE MEMBERS SHALL BE FILLED WITH APPROVED MATERIAL. 10. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS IN THE FIELD. ANY DISCREPANCIES SHALL BE HEIGHT ABOVE GROUND LEVEL h 25' SEE SPECIFICATIONS FOR DETAILS. BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. BASIC WIND SPEED (3 SEC. GUST) V 130 16. CALCIUM CHLORIDE SHALL NOT BE USED IN CONCRETE MIXES. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTION,AND MISALIGNMENT. WIND EXPOSURE CATEGORY - B 17. REINFORCING BARS OR WELDED WIRE FABRIC SHALL NOT BE WELDED,TACK-WELDED OR USED FOR STRIKING AN ARC, 12. ALL DISTURBED AREAS SHALL BE PATCHED TO MATCH EXISTING ADJACENT FINISHES, WIND LOAD IMPORTANCE FACTOR I 1.00 18. COLD WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI-306. 13. NO DEMOLITION WORK SHALL BEGIN UNTIL APPROVAL IS GIVEN BY THE OWNER AND ENGINEER. REFER TO PROJECT FOUNDATION SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. OCCUPANCY CATEGORY - II 1. ALL FOUNDATION DESIGN, SOIL TESTING, SOIL CLASSIFICATION, AND BEARING CAPACITIES SHALL BE IN ACCORDANCE SUBMITTALS SURFACE ROUGHNESS - B WITH CHAPTER 18 OF THE 2015 INTERNATIONAL BUILDING CODE, 1. PRIOR TO PROCEEDING WITH THE WORK,CONTRACTOR SHALL SUBMIT THE FOLLOWING TO THE ENGINEER FOR REVIEW: F.�.. 2. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL HAVING A MINIMUM BEARING CAPACITY OF 1 TONS PER SQUARE A MIX DESIGNS FOR ALL GRADES OF CONCRETE INCLUDING CERTIFIED TEST DATA ON STRENGTH OF SAMPLE BATCHES. FOOT. ADEQUACY OF THE SOIL SHALL BE VERIFIED BY A GEOTECHNICAL ENGINEER PRIOR TO THE START OF CONSTRUCTION. B. PLACING AND SHOP DRAWINGS FOR ALL REINFORCING STEEL. 3' 2. REVIEW OF SHOP DRAWINGS BY THE ENGINEER IS ONLY FOR GENERAL COMPLIANCE WITH DESIGN INTENT. REVIEW OF SEISMIC LOAD 4. MAXIMUM SLOPE BETWEEN BOTTOMS OF FOOTINGS SHALL BE ONE VERTICAL TO TWO HORIZONTAL. THE DRAWINGS DOES NOT RELIEVE THE CONTRACTOR OF COMPLETING THE WORK IN ACCORDANCE WITH THE 5. THE DESIGN, ADEQUACY AND SAFETY OF BRACING, SHORING OF TEMPORARY SUPPORTS, ETC., IS THE SOLE DRAWINGS AND SPECIFICATIONS. CONTRACTOR WILL ALLOW A MINIMUM OF 10 WORKING DAYS FOR REVIEW OF ALL ITEM SYMBOL VALUE title RESPONSIBILITY OF THE GENERAL CONTRACTOR. SUBMITTALS, FOLLOWING RECEIPT BY ENGINEER. 6. ALL FOOTINGS SHALL BEAR AT OR BELOW MINIMUM BEARING DEPTH OF 3'-0" BELOW FINISHED GRADE. 3. SUBMIT THE FOLLOWING TO THE ENGINEER FOR RECORD PURPOSES: IMPORTANCE FACTOR le 1.00 GENERAL NOTES 7. NO BACKFILLING OR COMPACTION AGAINST WALLS SHALL BE DONE UNTIL THE CONCRETE HAS ATTAINED FULL A. RESULTS OF CONCRETE SPECIMEN COMPRESSIVE STRENGTH TEST,SUBMIT WITHIN 48 HOURS OF TESTING. OCCUPANCY CATEGORY - II & LOADING STRENGTH AND SUPPORTING SLABS ARE IN PLACE OR WALLS HAVE BEEN ADEQUATELY BRACED. SS SS .154g 8. FOOTINGS SHALL BE LOCATED SUCH THAT THE WALLS/COLUMNS ARE CENTERED, UNLESS NOTED OTHERWISE ON PLAN. S1 S1 .0568 9. DO NOT INSTALL FOOTINGS IN WATER OR ON FROZEN GROUND. SEISMIC DESIGN CATEGORY 10. CONTRACTOR SHALL VERIFY ALL ELEVATIONS AND POSITIONS OF EXISTING FOUNDATIONS AT OR ADJACENT TO NEW CONSTRUCTION AND SUBMIT FIELD SKETCHES AS MAY BE REQUIRED FOR ARCHITECT/ENGINEERS' APPROVAL BEFORE SITE CLASSIFICATION - + drawn by: JR STARTING ANY FIELD WORK. 11, FOUNDATION EXCAVATIONS SHALL BE CHECKED AND APPROVED BY A QUALIFIED GEOTECHNICAL ENGINEER OR RESPONSE MODIFICATION FACTOR R 6.5 checked by: TM INSPECTOR PRIOR TO THE PLACEMENT OF ANY CONCRETE. CONTRACTOR SHALL NOTIFY GEOTECHNICAL ENGINEER OR SEISMIC RESPONSE COEF. - 025 scale: AS NOTED INSPECTOR WHEN INSPECTION OF EXCAVATION IS READY, GEOTECHNICAL ENGINEER OR INSPECTOR SHALL SUBMIT 46LETTER OF COMPLIANCE TO OWNER. U project number: 10002 m 12. ALL UNSUITABLE FILL MATERIAL SHALL BE EXCAVATED AND REPLACED AS ENGINEERED FILL, scaled inch 0 13. ENGINEERED FILL SHALL BE PLACED IN EIGHT INCH LOOSE LIFTS (MAXIMUM) AND SHALL BE COMPACTED WITH sheet number U VIBRATORY ROLLERS, FILL MATERIAL SHALL BE TESTED BY MODIFIED PROCTOR DENSITY METHOD (ASTM D1557-78) AND MUST QUALIFY AS SELECT, WITH LESS THAN 10% PASSING THROUGH N0. 200 SIEVE. SOIL SHALL BE PLACED WITH COMM . BUILDING MOISTURE CONTENT AND ENERGY TO PROVIDE 95% OF MAXIMUM DRY DENSITY. IN PLACE DENSITY TESTS SHALL BE o TAKEN FOR EACH 10,000 S.F.IN EACH LIFT. NO TESTS SHALL BE PERMITTED TO FALL BELOW 92% COMPACTION, 0 14. THE TESTING LAB SHALL SUBMIT COMPACTION REPORTS FOR ALL FILL TO THE ENGINEER PRIOR TO REQUESTING m FOUNDATION INSPECTION. S0910m 9 a . cc® " SECTION 1704 SPECIAL INSPECTIONS AND TESTS,CONTRACTOR RESPONSIBILITY AND 1704.4 Contractor responsibility. 1705.3 Concrete construction. 1705.6 Soils. STRUCTURAL OBSERVATION Each contracto,respensib a for the construction of a main wind- or seismic forceresisting system, designated Soecial Ins ect,ons and tests of ronnrete ronstrurtirn shall be .erformRd in acrordanre with this section anc Special Inspections and tests of existin site snll nonCitions fill IarP.mP.nt and Irad-hearin requirements shall _ Y _ p F p P 0 P O q , seismic system or a wind-or seismic force-resisting component listed in the statement of special inspections Table 1705.3, oe performed In accordance ✓vith this section and Table 1705,6. The approved gectechnical report and the 1704,1 General. sha I submit a written statement of responsibility to the buliding officla,and the owner or the owner's authorized construction documents prepared by the registered des'gn professonais shall be used to determine compliance. Special nspections and tests, statements of special inspections, responsibilities of contractors, submittals to the agent pr or to the commencement of work on the system or component.The coniractor'3 statement of Exception: Special inspections and tests shall not be required for: During fill placement, the special inspector shall verify that proper materials and procedures are used in BEATTY HARVEY COCO building official and structura obser✓a+ions shall meet the applicable requirements of this section. responsibility sha I contain acknowledgement cf awareness of the special requirements ccntained In the accordance with tie provisions of the approved geotechnical report. A R C H I T E C T S , L L P statement of speciar Inspections. 1. Isolated spread cw,,rete foolings of buildings three stories or less above grace plane that are fully supported NEW YORK I MARYLAND 1704,2 Special inspections and tests. on earth or rock. Exception: Where Sertlor 1803 does not require reporting of materials and pronedUres for fill plar,Pment, the 1300 Walt Whitman Road, New York, 11747 A_t_ Where application Is made to the bundling official for construction as specitied in Section 105, the cwner or the 1704.5 Submittals to the building official. special Irspector shall verify that the in-place dry density of the cornpacted fill Is not less than 90 percent of the A p: (631)300-1010 T owner's authorized agent, other than the contractor, shall employ one or more aoproved agencies to provide Ir addition to the submit:al of reports of spQNal lnsrectlons and tests In accordance with Section 17042.4, 2. Continuous concrctc footings supporting walt3 of buildings three stories cr loss above grade plane that arc naxlmjm dry density at optimum moisture content determined in accordance with ASTM D1557. owner/developer special Inspect'ons and tests during roinstrirtion on the lyres of work sperifiPd In Section 1705 and identify the reports and certificates shall be submitted by the owner or the owner's outhcrized agent to the building official for fishy supported on earlh or rock where: approved agencies loth-? bu'lding official. -hese special Inspections and tests are in additicn to the inspections eaci of the following: TABLE 1705,6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS Conifer Realty by the building official that arc identified In Section 110. 2.1.The footings support ways of light-frame construction. 1000 University Avenue Suite 500 1• Certificates of compliance for the tabrication of stru:.tural, load-bearin or lateral !oad•resistin members or TYPE CCNTINUOU S SPECIAL INSPECTION PERIODIC SPECIAL INSPECTION Rochester, NY 14607 p � g Exceptions: assemblies on the prem'ses of a registered and approved fabricator in accordance with Section 1704.2.5.1. 2.2.The footings are designed In accordance with Table 1839.7. 1 Verify materials beloav shallow foundaticns are adegiate to _ x 585.324-0500 thieve the design bearng capacity (neer en Verify excavations are extended to p•op?r depth and have X civil 1. Special Inspections and tests are not required for construction of a minor nature or as warranted by conditicns 2. Certificates of compliance for the seismic qualification of nonstructural components, supports and attachments 2.3. The structural design of the footing is based on a specified compressive strength, Vc, not more that Verify proper material g In the jurisdiction as approved by the building orficla'. in axordancc with Section 1705.13.2, pouids per square iich (psi)(17.2 MPay regardless of tre compressive strength specified In the approved erform classif cation and test nq of compacted till material:, - x LKMA construction documents or used in the footing construction. Verify use of proper materials densities anj lift thlOnesses x _ 437&405 �� n , " f ^ r 1�1 rinC placement anc com ac:for of com acted fill 2. Unless otherwise rcciulred b� the building offclal, �pecla Ir�pection� and tests arc not required for Group t, 3. Certificates of compliance for designated seismic system.. In accordance with Section 1700.13.3. South Country Road ?nor to placem?nt of compacted fill inspect subgrade anc ver occuparcles that are accessory to a residential occupancy including, but not limited to,those listed in Section 3. Nonst•uctLral concrete slabs supported directly on the ground, including prestressed slabs on grade,where that ate nes been prepared properly - X Brookhaven, NY 11719 312.1, 4• Reports of preconstructior tests for shotcrete in accordance with Section 1908.5 tie effective prestress In the coic•ete is less than 150 psi (1.0 Mfa). 631.286.8668 1705.11 Special inspections for wind resistance. 3. Special inspections and tests are not required for portions of structures designed and constructed in 5• Certificates of compliance for open web steel joists and joist girders in accordance with Section 2207.5. 4. Concrete foundation walls constructed In accordance with Table 1807.1.6.2. Special inspections for wind resistance specified in Sections 1705.11.1 through 1705.11.3, unless exempted by m.e.p. &ftp. arcordaire with the cold-formed steel light-frame ronstrurtion prrvisic ns of Section 2211.7 or the conventional the exceptions to Section 1704.2, are required for buildings and structures constructed in the following areas: M/E Engineering, P.E. .BB light-frame construction orovislons of Section 2308. 6. Reports of material properties verifying compliance with the requirements of AWS D1.4 fo- vieldabiiit�� as 5• Concrete patios. driveways and sidewalks,on grade. g 150 North Chestnut Street T spe:.itied In Section 26.0.4 of ACI 318 to relntorcing bars in concrete ccmplying with a standard other than 1. In wind Exposure Category B, where Vasd as determined in accordance with Section 1609.3.1 is 120 miles per Rochester, NY 14604 4. The contractor is permitted to employ the approved agencies where the contractor is also the owner, ASTM A706 that are to be welded; and 1705.3.1 Welding of reinforcing bars. 585.288.5590 Special Inspections of welding and qualifications of speclaf Inspectors for reinforcing bars shall be in accordance hour (52.8 m/sec) or greater. 1704,2.1 Special inspector qualifications. 7. Reports of mill tests in accordance with Section 20.2.2.5 of ACi 318 for reinforcing bars complying with ASTM with the requlrements of AWS D1.4 for special/nspect'on and of AV1/S D1.4 for special Inspector qualification. 2. structural engineer Prior to the start of the construction, the approved agencies shall provide written docimentation to the buliding A615 and used to resist eorthq,aake-induced flexural or axial forces in the speclaf moment frames, special (4 In wind Exposure Category C or D, where Vasd as determined in accordance with Section 1609.3.1 Is 110 mph official demoistratir the competence and relevant experience or training of the special insoectors who will structural wa Is or coupling beams connecting special structural walls of seismic force-resistin s stems in 1705.3,2 Material tests, (49 m/sec) or greater. TDM Consulting Engineering S rtn 9 Pe p 9 p P 9 g P 5 !' 550 North County Road,Suite perform the special inspections and tests during construction. Experience or training shall be considered relevant structures asslaned to Seismic Des!= Cateoory B, C. D. E or F. In the absence of sufficient data or dOCum!�ntatlon providing evidence of conformaice to quality standards for Saint James, NY 11780 where the documented experience or training is related in complexity to the same type of special Inspection or materials In Chapters 19 and 20 of ACI 318, the building of,`iclal shall require testing of materials In accordance 1705.11.1 Structural wood. 631.686.5234 testing act vides for projects of similar complexity and material qualities. These quallncattons are In addition to 1704.6 Structural observations. with the appropriate standards and criteria for the material in Chapters 19 and 20 of ACI 318. Continuous special inspection is required during field gluing operations of elements of the main windforce- ualifications s edit ed In other sections otthis code. Where required by the provisions cf Section 1701.6.1 or 1701.6.2,the owner or the owner's authorized ageit resisting system. Periodic special Inspection Is required for nailing, bolting, anchorin and other fastening of q P 9 Y p P q 9r g. 9 g shall employ a registered design professional,o perform structural observations. Structural observation does not 1705.4 Masonry construction. elements of the main windforce-resisting system, Including wood shear malls, wood diaphragms, drag struts, The registered design professional in responsible charge and engineers of record involved in the design of the Include Or waive [tie responsibility for the Inspections in Section 110 or [tie special inspections lit Section 1705 01 Special Inspections and tests of masonry construction shall be performed in accordance with the quality braces and hold-downs. project are permitted to act as the anprored agency and their personnel are permitted to act as special other sect ons of this code. assurance program requirements of TMS 402/ACI 53CIASCE 5 and TEAS 602/ACI 530.1/ASCE 6. key inspectcrs for the work designed by them, provided they qualify as special inspectors. Exception: Special inspections are not required for wood shear walls, shear panels and diaphragms, including ZI Prior to the commencement of observations, the structural cbserver shall submit tc the building official a written Exception: Special ins actions and tests shall not be required for: nailing, bolting, anrhorin and other fastening to other elements of the main windforce-resisting system, where NORTH TRUE 1704,2.2 Access for special inspection. statement Identifying the frequency and extent of structural observations. p p p q g' g' g g g the fastener spacing of the sheathing is more than 4 inches (102 mm) on center. The construction or work for whicr special fnspectior or tes,.Ing Is required shall remain accessib'e and exposed 1. Emolrically designed masonry, glass unit masonry or masonry veneer deslgied in a:,cordance with Section for speclaf inspection or testirg ourposes until completion of the required speciallnspecticns or tes's. At the concluslor of the work included in the permit, the structural observer shall submit to the building official a + At ttei statement that the site visits have been made and Identity any reported 11 Sub it to that, it the best of 2109,2110 or Chapter 14,respectively, where they are part of a structure classifled as Risk Category 1, II or III. 1705.11.2 Cold-formed steel light-frame construction. 1704.2.3 Statement o!special inspections. the structural observer's knowledge, have not been resolved. Periodic special Inspection is required for welding operations of elements of the main windforce-resisting system. The applicant sha I submit a statement of special inspections In accordance with Section 107.1 as a condition for 2. Masonry foundatior wa Is constructed in accordance with Table 1807.1,6.3(1), 1807.1.6.3(2;, 1807.1.6.3(3) or Periodic special Inspectlon is required for screw attachment, bolting, anchoring and other fastening of elements .� permit Issuance. This statement sha I be in acccrdance with Section 1704,3. 1704.6.1 Structural observations for seismic resistance. 1807.1.6.3(4). of the main windforce-resisting system, including shear walls, braces, diaphragms, collectors (drag struts) and ■r*■ Structural observations sial be provided for those structures assigned to Seismic Design Category D, E or F hold-downs. Exception: A statement of speciar inspections is not required for portions of structures designed and ccnstructed where one or more of the following conditions exist: 3. Masonry firepla:,es, masonry heaters or masonry chimneys installed or constructed in accordance with In accordance with the cold-formed steel iigllt•frame ^.anstructlon provisions of Section 2211.7 or the Scctfen 2'11, 2112 or2113, respectively. Exception: Special Inspections are not required for cold-formed steel light-frame shear Avails and diaphragms, conventional lirgit-frame ronstrurtion provisions of Section 2308. 1. The structure Is classifled as Risk Category III or IV. including screwing, bolting. anchoring and other fastening to components of the windforce resisting system, 1705.41 Empirically designed masonry, glass unit masonry and masonry veneer in Risk Category IV, where either of the following applies: 1704.2.4 Report requirement, 2. The height of the strL.ctire is greater than 75 feet (22 830 mm) above the base as defined In ASCE 7. Special Inspections and tests for empirically designed masonry, glass unit masonry or masonry veneer designed Approved agencies shall keep records of special Inspections and tests.The approved agency shall submit in accordance with Section 2109, 2110 or Chapter 14, respectively. where they are part of a structure classified 1.The sheathing is gypsum board or fiberboard. project reports of special nspections and tests to the building official and to the registered design professional in 3. The structure is assigned to SQismic Desigr Category E, is classified as Risk Category I or 11, and is greater as Risk Category IV shall oe performed in accordance with TMS 432/ACI 530/ASCE 5 Level B Quality responsible charge. Reports shall indicate that work inspected or tested was or was not completed in than two cto!,Iec above grade plane. Assurance. 2.The sheathing is wood structural panel or steel sheets on only one side of the shear wall, shear panel or VINEYARD VIEW conformance to approved construction docurrents. Discrepancies shall be brought to the immediate attention of diaphragm assembly and the fastener spacing of the sheathing Is more than 4 inches (102 mm) on center(o,c.)• the rontrartor for corrertlon. If they are lint rorrerted, the disrrepanries shall be brought to the attention rf the 4. Wren so designated by the registered design professlcnal responsible for the structural design. 1705.4,2 Vertical masonry foundation elements. p building official and to the registered design professional In responsible charge pricy to the completon of tha: Special inspections and tests of vertical masonry foundation e'ements shat be performed in accordance with 1705.11.3 Wind-resisting components. -�- phase of the work. A final report documenting required specie Irspections and tests, and correction cf any 0. Wren such observatior Is soecifically required by the buliding officlai. Section 1705.4.00.4. Periodic special inspection is required for fastening of the following systems and components: disc-epanc es noted in the inspections or tests, shall be submitted at a point in time agreed upon prior to the start County Road 48 of work by the owner or tie owner's authorized agent to the building official. 1704,6,2 Structural observations for wind requirements. TABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION Greenport, NY 11944 Structural observations sial be provided for those structures sited where Vasd as determined in accordance with 1. Roof covering, roof deck and roof framing connections. 1704.2.5 Special Inspection of fabricated items. a CONTINUOUS ERIODIC SPECIAL REFERENCED IBC seal P p Section 1609.3.1 exceeds 110 mph (49 m/sec), where one or more of the following condltions exist: TYPE SPECIAL Where f:bricition of structural, lord-bearing cr lateral load-resisting members or assemblies is being ccnducted INSPLC:I IUN INSPECTION STANDAFOa REFERENr_E 2. Exterior wall covering and wall connections to roof and floor diaphragms and framing. N j E 0 on the premises of a fabricator's shop, spatial inspections of the fabricated!to.ms shall be performed durirg 1. The structure is classified as Risk Category III or IV. 1 Inspect relnforcernert iicluding prestressing _ x ACi 318 Ch 20. 25 2 19084 D F�F fabrication. tendons and verfv lecemem 25 3. 2G 6 1.26.6.3OAtAS 2 Reinforcing birwcldng 2. The building hafght is greater than 75 fee` (22 860 mm)• a VerIN weldablilty of reinforcing bars X Exceptions: other than ASTM A706 AV•.S D1 4 r•, b. Inspect single-pass fillet welds. maximum ACI 318:2C 6.4 .. 1'Vren so designated by the registered design professicnal responsible for the structural design, g, x _ ril- l. Special Inspectors durin fabrication are not required where the fabricator maintains approved detailed is aid g � t Inspect all oth?r avoids. x fabrication and quality control procedures that provide a basis for control of the workmanship and the fabricator's 4. Wren such observation Is soecifically requires by the buliding officiai. 3 inspect ancho•s cast In concrete - X AC 318: 17 6.2 - A'P� 9r9 ablli y to conform to approved construction documents and this code.Approva', shall be based upon review of SECTION 1705 REQUIRED SPECIAL INSPECTIONS AND TESTS cur ase eco rn ibe s post-Installed In harJered Fssi'OhJA��-�'� fabrication and quality control procedures and periodic inspection of fabrication practi:,es by the building offrcia:. _ a Adhesive anchors installadln norL_ontally or uF',vardli inclined orientations to resist ACI 318 17 8.2 4 2.Soeclal inspectiors are not required where the fabricator is registered and apprcved in acccrdance with 1705,1 General. sustained:ensinn load=_. xissued date description E--I-- Sectioi '704,2.5.1. Spectral Inspections and tests of elements and nonstructural components of buildings and structures shall meet b Mechanical anchors and adhesive anchors - I F tie app icab a requ rements of this section. cwt derived Iry 4 r x Act 318: 17 e 2 1704,2.5.1 Fabricator a roval. 5.Verify use of required design mix - X ACI 310 Ch 19 1904 1 19042 1 03/15/19 Issued For Construction pp 26 4 3 2r.4 d '903.2 1908 3 Special Inspections during fabrication are not required where the work is done on the premises of a fabricator 1705.1.1 Special cases. f P•iorto corcreta plan-o nem fabri:ata speck ASTh1 C 172 reg shred and approves to per'orm such work without special Inspection. Approval shall be based upon review Specfal inspections and tests shall be required for proposed work that is in the opinion cf the building official, mens for strrmuth tests aerfam SILInp and a r x - ASTM C31 1900 10 of the fabrcator's written procedural and quality control manuals and per auditing of fabrlca:ion practices b unusual 1r its nature such as but not limited to the follcwin examples: content tests and d?te•mhe lie ternperatire of A:1 31E:26 A 2[.12 p q tY p 9 P Y r r g p the concrete an aporoved agent/. At completion of fabrication,the approved fabricator shall submit a certificate of compilance 7 inspect concrete and srx otcrete placement for 006 6 1938 7. to the owner or tre owner's authorized agent for submittal to :he buliding official as specified Ii Section 1704.5 1. Constructon materials and systems that are alternatives to materials and systems prescribed by this code. Proper ap�ication technlgLes. -Acl 31st 26.5 1900 a stating tint the work was performed in accordance with the Approved construction documents. a verify rraintenence of specified c.rnng tern- _ x AC1 318 26 5.3-26 5 5 1908.9 rpmhirp and tochnlnnae 2. Unusu2l design applica+ions of materials described in this :,ode. 9 Inspect prestressed-orcrele for 1704.3 Statement of special inspections. a A,,plication of prestress ng forces and x - ACi 318 26.10 Where special lnspectlo;>'s or tests are required by Section 1705, the registered design professional Iry 3. Mpte,lals and systems required to be installed in acrrrdanre with additional manufacturer'; iis'rltrtiors that b. Grouting of bolded prestressing t?ndons x - responslb/e charge shall prepare a statement of speclaf lnspectfons Int accordance with Secticn 1704.3.1 for prescribe requirements not contained in this code or in standards referenced by this code. 10 Inspect emction of are:asl concrete rrembers. - X Ac: 3'a. Z;h 2E 6 - 11 Venry In-s to:onerete strength prlor tc stress- subm ttal by the applicant In accordance with Sec:ion 1704.2.3. Ing of tendons in post-tensioned:oncrete and _ X ACI 318 26112 - 1705.2 Steel construction. prior to removal of sioms and forms from Exception: The statement of special insoecbors ispermitted to beprepared by a qualified person approved Cy The special!nspections and nondestructive testing of steel construction In buildings, structures, and portions bearns and st uc:urzl slabs 12 Inspect formrvor<for shape ocation and the building offcial for construction not designers by s registered design professional tiereof shall be in accordance with this section. dimens ons of the concrete member being - X Act 318 26.1. 1 2rbf - F formed F 1704.3.1 Content of statement of special Inspections. Exception: Special inspections of the steel fabrication process shall not be required where the fabricator does The statement of special Inspections shall Identify the following: not perform any welding, tiermal cutting or heating operation of any kind as part of the fabrication process. In For SI. 1 Inch=25 d mm such cases, the fabricator shal be required to submit a deiallec procedure for material control that demonstrates a Where appicahle see also Section 17C5.12, Special insperlions for seismic•es stance 1. Th a:erlals s terns components and work required 0 have pedal ns C' r r tabilityb Specific requirements for special inspectio•t scall be included in the researh epan for the an:hcr Issued by an app•eved source in accordance frith The m ys p q t h s 1 pe to s o tests by the bulldirg tic fabricator., to maintain suitable records and procedures such :hat,at any time during the fabrication It ti 2 In ACI 316. or other qualltrcallor procedures.Wiere specitic requirements are not provided speclal Inspection requirements shall be sper_itiad by cfficial or by the registered design professional responsible fcr each portion of the work. process, tie material speciflcatioi and grade for the main stress-carrying elements are capable of being tie registered design professional and shill be approved by the building official prior to the commencement of the of ort. determlied. M II test reports shall be Identnlabfe to the main stress-carrying elements when required by the title 2. The type and extent of each speciar inspection. approved construction documents. 1705.5 Wood construction. SPECIAL Special inspections of prefabricated wood structural elernenls and assernblles shat' be in accordance with 3. The type and extent of tach test. 1705,2,1 Structural steel. Section 1704.2.5. Specla'Inspectlons of sitebullt assemblies shall be In accordance with this section. Speclallnspections and non:festrurtive testing of structural steel elements in buildings, strurt.ares and prrtinns INSPECTION 4. Addltloral requlremerts for speclal tnspectlons or tests for seismic cr wind resistance as specified in Sections tiereof shall be in accordance with the quality assurance inspection requirements of AISC 360. 1705.5.1 Hlgh-load diaphragms. 1705.11, 1705.12 and 1705.'3. High-load diaphragms designed in accordance with Section 23C6.2 shall be installed with speclal inspections as REQUIREMENTS Exception: Specia!Inspection of railing systems composed of structural steel elements shall be limited to Irdicated in Section 1734.2. The special Inspector shall inspect the wood structural panel sheathing to ascertain 5. For eaci type of special Inspection, identif(caticn as to whether it will be continuous special inspection, we ding Inspectlon of welds at [tie babe of cantilevered rail posts. whether It is of the grade and thickness shown on the approved construction documents. Additionally, the special perodir special inspection or performed in arrordnnre with the notatirn used in the referenced standard where Irspector must verify tie nominal size of framing members at adjo'ning panel edges, the nail or staple diameter the Inspections are deflred. aid length,tie dumber of fastener lines and that the spacing between fasteners In each line and at edge margins agrees with the approved construction documents 1704.3.2 Seismic requirements in the statement of special Inspections. +0 drawn by: JR Where SecUun 1705.12 0r 1705.13 specifies special irspectlons cr tests for suisrnk ;resistance, the statement of 1705.5.2 Metal-plate-connected wood trusses spanning 60 feet or greater. special inspections shall Idertir/the designated seismic systems and seismic force-resisting systems that are Where a truss clear span is 60 feet(18288 mm) or greater,the special inspector shall verify ihnt the temporary checked by: TM o. subject to the special!nspections or tests. Irstallation restraint/bracing and the permanent Individual truss member restraint/bracing are installed in alcordance with the approved truss submittal package. scale: AS NOTED d1704.3.3 Wind requirements In the statement of special inspections. project number: 10002 ,2 Where Section 1705.11 specifies specia, inspection for wind resistance, the statement of special inspections shall (dent fy the mein w'ndforce-resisting systems and wind-resisting components that are subject to special scaled inch Inspections. o sheet number U O U z COMM. BUILDING H 4H S00200 42'-8 6'-2" 12'-10" _ F3,5 _ F3,5 F3.5 _ F3.5 r r r BEATTY HARVEY COCO I ''+--11.. .• :;" ' :;,.' '.'•, ,�.;'`.'.'". ARCHITECTS , L L P '• ,� �• •'• NEW YORK MARYLAND J. :. ',,. r,• , ` 1300 Walt Whitman Road, New York, 11747 A p (631)300-1010 ;.i j•' in co owner/developer yConifer Realty r,. 1000 University Avenue Suite 500 r .,. Rochester, NY 14607 24-0500 I - - -- - - - - - - -- - - -- - -s- - I 585.3 I I I civil engineer I 1 I LKMA I s-z.00 I I 437&405 18" South Country Road 77 Brookhaven, NY 11719 631.286.8668.8668 m.e.p. &f.p. M/E Engineering, P.E. • Rochester, NY 14604 23'-q" ( (. .. ;: " ,; iA 150 North ChestnutStreet r F4,0 F4.0 1• '•. .•' ,,'': ' 585.288.5590 Cl structural engineer •3 -'f- — —— —— —M — — — I TDM Consulting Engineering L — — J — — ( I 550 North County Road,Suite Saint James,NY 11780 631.686.5234 0 key Fa.oVy I -- - � I �s: I TRRT S 00 �. I � I �l I I .'; NORTH r,ffil I'll,IT,11) ' I LVON I {' — —— F4.0 I 4y I an G r I 1 I I ° og cl N EW 4" CONC, SLAB W/ WWM 6x6 W4,Ox4.0 OVER sz,00 I 6MIL. POLYETHYLENE VAPOR BARRIER ON I :j I COMP. SUBGRADE ro (T.O.S. EL.=O'-0") ` I project I I ;',. I ect „ 8' F4,0 8 VINEYARD VIEW -`on I ° I LO c F4,0 I D + L — — —J I I + County Road 48 Cl ° I I I Greenport, NY 11944 r, I I l l seal L _ F4.0 I =: I ., I C1 I I I c� JE®Fr i 69, E I I I I E issued date description 1 03/15/19 Issued For Construction t I 13'-2j" 16'-2j" 13'-21" .. 4 • . �,: . F4.0 _ F4.0 r r L- - - - - - - -`— -I r I- - - - - - -- - - - - - - �..,.'' -- - - - - -- SIN .� :.c' •'..;�',... i.l"IS� - - - - -- - - -- • .•: .� :117,' '!�••. . i' �'.. , i F .5 F2,5 F 15'-10 " 10'-11j" 15'-10 " 15'-1 12'-5� FOUNDATION PLAN 42'-4" title SCALE:3/16"=1'-0" NOTES: 1. REFERENCE ELEVATION=0'-0" AT TOP OF GROUND FLOOR SLAB. FOUNDATION PLAN 2. BOTTOM OF FOOTING ELEVATION =44" UNLESS OTHERWISE NOTED THUS (-...) ON PLAN. 3. ALL UNSUITABLE BEARING MATERIAL SHALL BE EXCAVATED AND REPLACED WITH ENGINEERED FILL IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, SOIL SHALL BE INSPECTED AND TESTED PRIOR TO THE INSTALLATION OF THE FOOTINGS. drawn by: JR 4, FOR FOOTING SCHEDULE AND TYPICAL FOUNDATION DETAILS, REFER TO DRAWING S-4.00. checked by: TM 5. FOR PIER DETAILS, REFER TO DRAWING S-4.00. scale: AS NOTED 6. C1 INDICATES NEW HSS5x5xJ STEEL COLUMN• project number: 10002 scaled inch sheet number COMM . BUILDING + �- - - + - - �- + -9 • + + + + + + + + + a 421-811 6'-211 23-8-4 12'-10" 7" 71-611 52.01 7'.E" 711 - - - - - - - - - - - - - BEATTY HARVEY COCO c�+ ARCHITECTS , LLP i (2)2x12 (2)ZX12 (2)2x12 I NEW YORK MARYLAND I I I chit A 1300 Walt Whitman(631 3 0-1010 New York, 11747 WOOD TRUS -�- 1 -q 0 24" O.C. CO owner/developer 31.011 2'-7j" 3'-8 6' 011 .2 11 2'-71" 31.011 1 Conifer Realty 1000 University Avenue Suite 500 H 11112 H1 Rochester, NY 14607 585.324-0500 lo I I I � + I I I •-�N civil engineer 10 LO 10 23'48" 1 LKMA 1 437&405 St-1 South Country oad Brookhaven, NY 181719 631.286.8668 WOOD TRUS I iv m.e.p. &f.p. -024" O.C. 1 1 1 I M/E Engineering, P.E. + M I 1Lo I �B 150 North ChestnutStreet Rochester, NY 146045'-10" 23' - LO 585.288.5590 swSW-3 - - - - - - - - - - - - - - structural engineer N'� 1 TDM Consulting Engineerinq� 550 North County Road,Suite ■ 1 Saint James, NY 11780 631.686.5234 a I I 0 I � I • key — t TRUE 00 ( wv NORTH 1 O) ^ �, I= 4 son S2.01 = I M^ N 00 . � r I aha' In c`c I 3 L----------------------------- V* I co Ln N — -'- ----------- I ;, project WOOD TRUSS �� WOOD TRUS WOOD TRUS I VINEYARD VIEW • o ICN 24" O.C. _____________ �° 24" O.C. i @ 24" O.C. ao Ep I Co o I I I c+-�hcr o LOul I 1 + /J 1N + 1 I 2 County Road 48 s2.o, Greenport, NY 11944 I ' seal I I CO H I Nd EI WOOD TRUSS GIRDER N �EO� • BY OTHERS AND SUPPORT ON I I SSP AVE cam^ = HSS5x5xJ"COLUMNS,(TYP N N I 0.76919 1 N ■ � ■ E b i � i E issued date _description C0�91 03/15/19 Issued For Construction SW-2 1 N ■ s N I H1 H1 H1 I ` ' N N - - 7 - - 21-711 - - ±2'77j"t 71 11L 1i 31.011 1 /�11 - N N Q 1 M� IN WOOD TRUS NI @ 24" O.C. c�+ _ (3)2x12 + 15'-10 " 3 10'-1111 15'-1 12'-8" LROOF FRAMING PLAN 42'-8° title ATTIC/ W 0HEADER SCHEDULE SCALE:3/16"=1'-0" NOTES: MARK MATERIAL SUPPORT EACH END CONN.AT SUPPORT 1. FLOOR CONSTRUCTION SHALL CONSIST OF J" T&G PLYWOOD SUB-FLOOR ON WOOD FLOOR H1 (2)2X10 (2)2X6STUDS ATTIC / LOW ROOF TRUSSES. 2. TOP OF SUB FLOOR ELEVATION= 10'-9" H2 (2)1�X11�LVL (3)2X6 STUDS FRAMING PLAN 3. INDICATES WOOD STUD BEARING WALL. SEE PLAN AND SCHEDULE FOR SIZE AND SPACING. -�-' drawn by: JR 4. ALL DIMENSIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS, checked by: TM a 5. SW_ INDICATES WOOD SHEAR WALLS. SEE SCHEDULE AND TYPICAL DETAILS ON DRAWINGS S-3.00 scale: AS NOTED T H R U S-3.10. .d project number: 10002 U 6. Mc INDICATES NIEW MOMENT CONNECTION IN K-FT, t scaled inch U Q sheet number 0 U V z COMM. BUILDING 0 49 • c 9"'I-' rn Li a ._. s1 a <a BEATTY HARVEY COCO ARCHITECTS , LLP I I NEW YORK I MARYLAND 1300 Walt Whitman Road, New York, 11747 IA p: (631)300-1010 owner/developer I I 1000 UniversityAvenue Conifer Realty Rochester, NY 14607 585.324-0500 ROOF BELOW civil engineer LKMA 437&405 South Country Road Brookhaven, NY 11719 ( 631.286.8668 m.e.p. &f.p. 16 8 1 M/E Engineering, P.E. e� I 150 North ChestnuStreet Rochester, NY 14604 585.288.5590 structural engineer TDM Consulting Engineering 550 North County Road,Suite _ I Saint James, NY 11780 631.686.5234 it i li I I i i key ' I TRUE NORTH I q I i l sz,oa i , 4 i i I I � I I I project I VINEYARD VIEW ROOF BELOW ixl = i � * ROOF BELOW CD D it ' D —I— 1 WOOD TRUS County Road I —I- 24° O.C. i Greenport, NY 181944 seal I p�E or I I 00A S I i i ,off 6919 vim~ issued date description 1 03/15/19 Issued For Construction I I I � I I I = I 1 - - - - - - - - - - - - I - - - - - - - - ,- - - - - - - - - - - - - - � I I I I I I I I I I I I L-- — — — — — -L — — — — — – F 16'-8'0 HIGH ROOF FRAMING PLAN- tale HEADER SCHEDULE SCALE:3/16"=1'-0" NOTES: MARK MATERIAL SUPPORT EACH END CONN. AT SUPPORT 1. FLOOR CONSTRUCTION SHALL CONSIST OF J" T&G PLYWOOD SUB-FLOOR H1 (2)2x10 (2)2X6STUDS HIGH ROOF ON WOOD FLOOR TRUSSES. H2 (2)1JX11JLVL (3)2X6 STUDS FRAMING PLAN 2. INDICATES 2x6 WOOD STRUCTURAL WALL. drawn by: JR + 3. ALL DIMENSIONS SHALL BE COORDINATED WITH ARCHITECTURAL + DRAWINGS. checked by: TM 4. SW_ INDICATES WOOD SHEAR WALLS. SEE SCHEDULE AND TYPICAL scale: AS NOTED U DETAILS ON DRAWINGS S-3.00 THRU S-3.10. project number: 10002 scaled inch o sheet number U O U COMM . BUILDING z v @ 4H S1002 9 s 0 as 00 a J"O ANCHOR BOLT @ 3'-0" O.C. - CHOR B j '-0" O.C. ® . :; . PLYWOOD SHEAT G� PLYWOOD SHEATHING 3x3x PLATE SEE SHEARWA S ED. \\ SEE SHEARWALL SCHED. WASHER 3x3x PJ<ATE II II SIMPS 1'PE SSP WASHER �\ � -- ' '� •' ��� `�°�_'-� -�`'.�. #4 BARS @ 2'-0 O.C. SIMPSON TYPE SSP 1 PREMOLDED J EACH WAY STRAP AT EACH STUD FILLER STR A EACH STUD 4" BON GRADE 1" PRE-MOLDED O /� 4 SLAB ON GRADE 4" SLAB ON GRADE FILLER Y� �Y BEATTY HARVEY COCO FIN. GRADE ARCHITECTS , LLP FIN. GRADE � SEE SCHEDULE T.O.SLAB T.O.GRADE T.0. B COLUMN FOR COLUMN SIZE NEW YORK MARYLAND T.O. GRADE A EL.=SEE ARCH. °• — ° p II ° °— ° EL.=0'-0" EL.=SEE ARCH. II X X—X—X—° X—X—)Q— EL.=O' 1300 Walt Whitman Road, New York, 11747 X—X—X X—X X X X X—X II ° .� \0SEE BASE PLATE DETAILS i q p: (631)300-1010 ' ii 800 ql 'r owner/developer '' - p Conifer Realty I I I-I I I-I 11 _ �_ _ � ¢ ¢ p_, —I —I —i #5 @ 12 °III 1000 University Avenue Suite 500 __ _ _ � -I I, , ,III 1= - —I —I —�1 l I 4"SLAB ON GRADE Rochester, NY 14607 I- :1II I„III=1 —I I—I III—III—I I—I I I 11 I�I I I —I I —III—III—III I II- 6" C R U S H E D S 0 N E W/WWF6x6 w4.Ox4A 585.324-0500 =1 I I—III—I 11=1 11=1 11=1 I ' II 2#5 BARS CONT. �) - — — — — IEEI SLAB 6 CRUSHED Z #4@12" 111—III—II —III III ° Z STONE #5@12" d —III=Iii—I I— EL.=O'-0" a d ° d ° ° ° a ° ° II ° d ° . • ° ° i— I —III— X •�-7r X � °X engineer civil I ^ ° —I I I I I I o x x °° x x ° x, ° ° d • I— ° ° • ° ° d LKMA 437&405 6 COMPACTED BA KFAL ED° ° ° °° ° ° d ° ° ° ° ° ° South Country Road M 11 ° ° ° BACKFILL #412" ° ° ° ° LD ° ° ° , ° d° ° Brookhaven, NY 11 719 d •' ° ° ° d ° ° 631.286.8668 • _ ° •M d° °° M d d —I — pC V d ° °°•° d ° ° ° ° v d ° EM C:3 • LW d °. m.e.p' &f. p'Wd 3#5 BARS W ° M/E Enineerin , P.E.<3#5 BARS 150 North ChestnutStreetBBi Rochester,NY 14604 585.288.5590 II 1 ) 11= I #5 @ 12" O.C. #5 @ 12" O.C. I, III=I I— SEE FOOTING SEE FOOTING SCHEDULE SCHEDULE FOR 6" 8" 6" COMPACTED REINFORCEMENT structural engineer 6" " 6° COMPACTED 1 _g• BACKFILL TDM Consulting Engineering g V-8" BACKFILL 550 North County Road,Suite Saint James,NY 11780 / 631.686.5234 CTION i SECTION 3 SCALE: S-2.00 SCALE:3/4"=1'-0" S-2,00 SECTION ('T� key SCALE:3/4"=1'-0" S-2,00 TRUE 1111111 111111H) NORTH 1111111111 lag NEW 6x6 WOOD POST TYP. OO 0 SIMPSON STRONG-TIE CB66 POST ANCHOR project VINEYARD VIEW 1'-0"x1'•0" PIER W/4#5 d VERT. BARS &#3 DD�� STIRRUPS @ 12" O.C. -T d County Road 48 Greenport, NY 11944 d seal (' d ' d d d S�NT d 00 ° o W V W N H �� SEE FOOTING - 069 SEE FOOTING SCHEDULE SCHEDULE FOR 9 REINFORCEMENTIL issued date description SECTION 4 .� 1 03/15/19 Issued For Construction SCALE:3/4" =1'-0" S-2.00 T title FOUNDATION SECTIONS + drawn by: JR checked by: TM J scale: AS NOTED project number: 10002 0 t scaled inch sheet number O U O COMM. BUILDING z ca 0 _ o O 1 L 4T– g H S2900. No- a ROOF TRUSSES @ 24" O.C. BY OTHERS BEATTY HARVEY COCO ARCHITECTS , LLP PLYWOOD SHEATHING NEW YORK I MARYLAND 1300 Walt Whitman Road, New York, 11747 -- -----•----- ---------- n: (631130 - 010 T owner/developer Conifer Realty 1000 University Avenue Suite 500 Rochester, NY 14607 585.324-0500 SIMPSON H16 TYPE TIE � EACH TRUSS civil engineer LKMA 2x6 DOUBLE TOP PLATE 437&405 South Country Road 2x6 STUDS @ 16" O.C. Brookhaven, NY 11719 631.286.8668 PLYWOOD SHEATHING m.e.p. &f.p. B� SEE SHEARWALL SCHED. M/E Engineering, P.E. T ROOF TRUSSES @ 24" �g i o Chestnut Street O.C. BY OTHERS �T Rochester, NY 14604 585.288.5590 SIMPSON HGA10 NEW WOOD BEAM--/ structural engineer CLIP @ EACH TRUSS SEE PLAN FOR SIZE 2x6 DOUBLE TOP PLATE TDM Consulting Engineering NEW 6x6 WOOD SECTION 2 POST TYP. PLYWOOD SHEATHING 2x6 STUDS @ 16" O.C. 550 North County Road,Suite 11780 SEE SHEARWALL SCHED. SCALE:3/4"=1'-0" S-2.01 Saint James, NY 631.686.5234.5234 1 key SECTION 1 TRUE NORTH ,CC�� SCALE:3/4"=1'-0" S-2.01 + PLYWOOD SHEATHING lows on ni 0 ROOF TRUSSES 24" PLYWOOD SHEATHING project O.C. BY OTHERS VINEYARD VIEW ROOF TRUSSES @ 24" D O.C. BY OTHERS County Road 48 _______________________________ Greenport, NY 11944 seal i i ' �t,�oIAAS SIMPSON H16 TYPE TIE 4 @ EACH TRUSS �4,0 0691 ROOF TRUSSES @ 24" O.C. BY OTHERS \\—PLYWOOD SHEATHING issued date description SEE SHEARWALL SCHED. 1 03/15/19 Issued For Construction FASTEN TRUSSES TOGETHER 2x6 STUDS @ 16" O.C. PLYWOOD SHEATHING ROOF TRUSSES @ 24" F PLYWOOD SHEATHING O.C. BY OTHERS L—1 title FRAMING SECTIONS ROOF TRUSSES @ 24" NEW WOOD TRUSS LINE OF FINISHED O.C. BY OTHERS GIRDER BY OTHERS CEILING SEE ARCH. —�= drawn by: JR HAIJGER BY TRUSS DESIGNER checked by: TM n- scale: AS NOTED J J /� U 2x6 DOUBLE TOP PLATE ROOF TRUSSES @ 24 SECTION `-f project number: 10002 } O.C. BY OTHERS scaled inch r 2x6 STUDS @ 16 O.C. NEW WOOD BEAM Q SEE PLAN FOR SIZE SCALE:3/4"=1'-0" S-2,01 sheet number O U O vPLYWOOD SHEATHING COMM . BUILDING z SEE SHEARWALL SCHED. SECTION 3 0 SCALE:3/4"=1'-0" 01 a + + 49 S2001 + + + + - 61- -}- 0 BEATTY HARVEY COCO ARCHITECTS , LLP NEW YORK I MARYLAND 1300 Wait Whitman Road, New York, 11747 ROOF P=4.5K ROOF P=7K ROOF P=5.6K ROOF P=7 7K p: (631)300-1010 *E L,=10'-9" E L,=10'-9" E L,=10'-9" E L.=10'-9" owner/developer Conifer Realty SIMPSON ANCHOR SIMPSON ANCHOR SIMPSON ANCI OR 1000UniversityAvenue Suite 500 TIEDOWN SYSTEM TIEDOWN SYSTEM �, TIEDOWN SYSTEM SIMPSON ANCHOR Rochester,NY -0507 1,5K 1.4K �, 7,7K TIEDOWN SYSTEM 2.2 K 585.324-0500 N x x N 1ST FLOOR V=191x x x IST FLOOR 7 - 1 V=164 plf JIM1ST FL001 57 pl 1ST FLOOR V'276 plf - » civil engineer - 3'-2 " 6-O 13'-2 -0 g g" 3'-p» g'-8" 7 6 8'-0" 7 -4 7 4 PANEL PLATNEAP RGSCHEDAT OTTOM LKMA 3'-O" EDGE 437 &405 7 \2'-7j" 2'-:71 \2j" 2'44 2'-7 j„ NAILING South Country Road 42'-8 " 2x BOTTOM PLATE Brookhaven,NY 11719 - � 23'-8�" '-0" 631.286.8668 1.5 1,5K 1,4 1AK 7,7 7,7K 2.2k2.2K SIMPSON LTP4 ® 16" ox. m.e.p. &f.p. e w/ 12-8d x 1 " NAILS M/E Engineering, P.E. + hestnut Street SHEAR WALL SW1 SHEAR WALL SW2 SHEAR WALL SW3 SHEAR WALL SW4 + 150Ro h ter, NY 14604 585.288.5590 SCALE:1/8"-l'-O" SCALE:1/8"=1'-0" SCALE:1/8"-l'-O" SCALE:1/8"-1'-0' structural engineer FLOOR TRUSS I TDM Consulting Engineerin PANEL EDGE 550 North County Road,Suite? ROOF P=].7K NAILING TO NARROW OR WIDE 631.686.1780 UPPER TOP RIM (OR BLOCKING) Saint James,NY 11780 PLATE DBL TOP PLATE SIMPSON ANCHOR PANEL EDGE E ANCHOR TIEDOWN SYSTEM 2.2 K 3-0 O.C. key NAILING Lo X P.T. SILL PLATE TRUE 1� ST FLOOR V=271 plf FO N A�ION I (i)ix PER SCHEDULE NORTH �T \2%7j" 28'-4 " t i y t° •� • ONE 04 C ,a ..p'a•, - 0 I O M W 1 SHEAR WALL SW5 SEE SHEAR DRAWING ILL & HOLDDOWNADE ADDITIONAL SCALE;1/8"e1'•0" project TYPICAL SHEAR WALL NAILING DETAIL VINEYARD VIEW County Road 48 CONNECTION TO BLOCKING HOLDOWNS Greenport, NY 11944 seal PANEL EDGE STUDS ANCHOR BOLTS ANCHOR BOLTS/ SW SHEATHING PANEL EDGE NAILING TOP PLATE BOTTOM PLATE TE O,r (NOTE 5) 3/4"0/SILL PLATE EMED, DEPTH SW1 15/32 APA PLY ONE SIDE 8d AT 3 O.C. (3)2x 36 O.C.-(2)2x SIMPSON LTP4 AT 16' O.0 SIMPSON LTP4 AT 16" O.0 SIMPSON ATS HOLDOWN SYSTEM 0 PAB/12 ,� OMAS SW2 15/32" APA PLY ONE SIDE 8d AT 3" O.C. (3)2x 36" O.C,-(2)2x SIMPSON LTP4 AT 16" O.0 SIMPSON LTP4 AT 16" O.0 SIMPSON ATS HOLDOWN SYSTEM J"0 PAB/12" SW3 15/32"APA PLY TWO SIDES 8d AT 3" O.C. (3)2x 36" O.C.-(2)2x SIMPSON LTP4 AT 16" O.0 SIMPSON LTP4 AT 16" O.0 SIMPSON ATS HOLDOWN SYSTEM 0 PAB/12" SW4 15/32" APA PLY ONE SIDE Ed AT 3" O.C. (3)2x 36" O.C.-(2)2x SIMPSON LTP4 AT 16" O.0 SIMPSON LTP4 AT 16" O.0 SIMPSON ATS HOLDOWN SYSTEM J"0 PAB/12" U' SW5 15/32" APA PLY ONE SIDE 8d AT 3" O.C. (3)2x 36" O.C.-(2)2x SIMPSON LTP4 AT 16" O.0 SIMPSON LTP4 AT 16" O.0 SIMPSON ATS HOLDOWN SYSTEM J"O PAB/12" 0�697' issued date description .� 1 03/15/19 Issued For Construction NOTE:THE ABOVE SPECIFIED SHEATHING CAN BE REPLACED WITH STRUCTURAL GRADE 1 OSB OF THE SAME THICKNESS AND QUANTITY, ATS BEARING PLATE ATS PLATE WASHER ATS TAKE-UP DEVICE -7 �• ATS BEARING PLATE SHEATHING COMPRESSION POSTS SHEATHING BRIDGE BLOCK PER ATS DWGS AND NAILING �I I � AND NAILING CUMULATIVE COMPRESSION Level 4FULL HEIGHT STUD p EDGE NAILING TO ATS ROD CUMULATIVE TENSION h I COMPRESSION PER ATS I CRIPPLE DSTUD I �• INCREMENTAL BEARING DWGS ATS ROD I CONNECTION FROM KING STUD TO Lill EDGE NAILING TO CRIPPLE STUDS PER ATS DWGS PER ATS DWGS F i FULL HEIGHT STUDS _ ..� PER ATS DWGS SHEAR WALL NOTES: CUMULATIVE COMPRESSION Leve13 TOP PLATE DETAIL BRIDGE BLOCK DETAIL 1, SHEAR WALL DESIGN IS BASED ON THE PERFORATED DESIGN METHOD AS SPECIFIED IN SECTION 2305.3.8.2 AND CUMULATIVE TENSION title TABLE 2305.3.8,2 OF THE NYS BUILDING CODE. SEE SHEAR WALL DETAILS FOR PANEL RATIOS. INCREMENTAL BEARING 2. ALL SHEAR WALL SEGMENTS WERE CHECKED FOR DEFLECTION AND DRIFT AS REQUIRED BY SECTION 23 RUN TERMINATION DETAILS SHEAR WALL OF THE NYS BUILDING CODE, 3. ALL PANEL EDGES TO OCCUR OVER STUDS, PLATES, RIMS OR HORIZONTAL BLOCKING, ELEVATIONS 4. NAIL SHEATHING TO INTERMEDIATE SUPPORTS AT 12" OC, 5. ALL NAILS INTO 3x MEMBERS SHALL BE STAGGERED, (OR DOUBLE -2x STUDS PER NOTE 12) & DETAILS ATS ROD 6. MIN. NAIL PENETRATION INTO STUDS IS 15/8" AT 10d NAILS. CUMULATIVE COMPRESSION Leve12 —�I r—PER ATS DWGS --►I r— PER ATS DWGS 7. PANEL EDGE STUDS INDICATE REQUIRED STUD OR HORIZONTAL BLOCKING MEMBER WIDTH AT ABUTTING PANEL CUMULATIVE TENSION SHEATHINGAND NAILING .� COUPLER UP DEVICE OR COMPRESSION POSTS COMPRESSION POSTS EDGES. PROVIDE STAGGERED NAILING AT SHEATHING EDGES TO 3x6 STUDS BEHIND ADJOINING PANEL EDGES. 8. WHERE SHEATHING IS APPLIED TO BOTH SIDES OF WALL- OFFSET PANEL EDGES TO FALL ON DIFFERENT STUDS. INCREMENTAL BEARING r� PER ATS DWGS 9. NARROW BLOCKING REFERS TO 1-1/2" LSL RIM OR BLOCKING. WIDE BLOCKING REFERS TO 3-1/2" LSL RIM OR ATS BEARING PLATE SHEATHINGEDGE NAILING TO SHEATHING EDGE NAILING TO COMPRESSION PER ATS COMPRESSION PER ATS �— BLOCKING. AND NAILING I DWGS AND NAILING I DWGS —I= drawn by: JR 10. PROVIDE SHEAR WALL SHEATHING AND NAILING FOR ENTIRE LENGTH OF WALLS NOTED ON PLANS, RIM 101ST/ SOLID BLOCKING ' ATS COUPLER OR ATS COUPLER FLOOR FRAMING BEYOND(TYP) ATS ROD PROVIDE HOLDOWNS PER PLAN AT EACH END OF WALL, UNO. ATS ROD checked by: TM PROVIDE PANEL EDGE NAILING IN EACH HOLDOWN STUD AT END OF WALL. EDGE NAILING TO _ OVERSIZE SILL PLATE _ OVERSIZE SILL PLATE CUMULATIVE COMPRESSION COMPRESSION PER ATS AT ROD CONCRETE •° • AT ROD 11. STAGGER BOTTOM PLATE NAIL, Level 1 scale: AS NOTED DWGS FOUNDATION . 12. ALL FOUNDATION SILL PLATES SHALL BE P.T. MEMBERS AND HAVE 1/4" x 3" x 3" PLATE WASHER. CUMULATIVE TENSION ��� "' COMPRESSION POSTS WOOD BEAM .•.;; ATS ANCHOR 13. EMBED ANCHOR BOLTS 7" MINIMUM INTO CONCRETE, project number: 10002 SEE STRUCT PLAN ' s 14. (2)2x STUDS MAY BE USED IN LIEU OF 3x STUDS AT PANEL JOINTS, scaled inch NAIL STUDS TOGETHER W/2 ROWS 16d AT 6" O.C.AT SINGLE SIDE SHEATHING AND NAIL W/2 ROWS 16d AT PER ATS DWGS ATS BEARING PLATE — 0 3" O.C. AT DOUBLE SHEATHED WALLS. ATS ISOLATOR NUT sheet number 15. WHERE NOTED IN DETAILS, USE SIMPSON A35 IN LIEU OF LTP4 PLATES. SPACE AT 2/3 LTP4 SPACING, RUN START(CONCRETE, >. 16. END OF WALL ANCHOR BOLTS SHALL BE LOCATED MAX 12 AND MIN 5 FROM END OF THE PLATE. WOOD BEAM,STEEL BEAM) MID FLOOR DETAIL WOOD BEAM DETAIL CONCRETE DETAIL COMM . BUILDING z 17. SMALL SHEARWALL PENETRATIONS PER "BLOCKING AT SHEAR WALL DETAIL" THIS SHEET, a RUN START DETAILS a + 00 + + + + + + + + -9 • 8 9 CD 16d NAILS 2 ROWS 16d PER SCHED. NAILS R SCHED. 0 SHEARWALL SHEARWALL SHEATHING SHEATHING 2304.10.1 FaslonorRoquiroments (continued; (continued) TABLE 2304.10.1-continued FASTENING SCHEDULE TABLE 2304.10.1-continued FASTENING SCHEDULE 10d NAILS 10d NAILS I � Connections for wcod members shall be designed in accordance with the appropriate methodology in Section 2301 2.The number and PER SCHED. PER SCHED. sbe of fasten rs rnnnechng wood memhers shall not be less than that set forth in TahM 2304.10.1. NUMBER AND TYPE OF DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION I I I TABLE 2304.10.1 FASTENING SCHEDULE DESCRIPTION OF BUILDING ELEMENTS SPACING AND LOCATION FASTENER Wood structural panels(WSP),subfloor,roof and Interior wall sheathing to framing and particleboard wall sheathing to wall framing" DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION s4` ,.• Roo} 2-8d common(21/2"x 0.13,");or Edges Intermediate supports FLOOR JOISTS 2-10d box(3"x 0 128");o• (Inches) (inches) 10d NAILS AT 4" O.C. 19.t"brace to each stud and plate Face nail A351 F EACH 3-tart corn mon(21/2"x 0.131"):or 2-3"x 0 131"nails;or 2-3"14 gage staples,7/18 crown Interior paneling SIDE REQ'D 1.Rlnrking hetwaen ceiling jnlsts,rafters cir tnlsses 3-10d how(3^x 0.198"):or Each end,toenail to top plate or other framing below 3.3"x 0.131"nails:or ad cash (11l x o 080^);or 3.3"14 gage staples,7;16'Grown 20.1"x 6"sheathing to each bearing 2.80 common(2112"x 0.131");or Face nail 41.114' ad f.nish(11122"0.072") 8 12 B E A T T Y HARVEY COC O 2-10d box(3"x o.t2e") ARCHITECTS , L L P 2-tad common(21/2"x DA 31") 3-8d common(21/2"x 0.131"):or 42 3It1 6d rasing(9°x n Oga"):nr 6 12 NEW YORK MARYLAND 2.3"x 0.131"nails Each end,toenail 21.1"x 8"and wider sheathing to each bea•ing Face nail 6d f nish(Panel scpports at 24 Inches) BLOCKING BLOCKING 2.3"x gage staples 3-10d box(3"x 0.128•) LTP4 PLATE TO LTP4 PLATE TO Blocking between rafters or truss not at the wall g 9 p BLOCKING PER BLOCKING PER 1300 Walt Whitman Road, New York, 11747 p I Floor For SI:1 inch=25.4 m n, -t- top plata,to rafter or truss 1 SCHED. SCHED. + p ) 9.16 d common(3 /2"x0.162") 300-1010 3.3"x 0.131"nails End rail 3-8d common(2112"x 0.131"):or a.Nails spaced at 6 Inches at Intermediate supports where spars are 48 Inches or more For nailing of wood structural panel and floor particleboard diaphragms and shear walls,refer to Section 2305-Nails for wall sheathing ere permuted to be common,box or owner/developer 3 3"14 gape staples cash "x g. 22.Joist to sill,top plate.or girder 3-10d box(3 0 128");o• Toenail Conifer Really 16d common(31/2'x 0,162")@ 6"o.c. 3-3"x 0.131"nails;or b.Spacing shall be 6 inches on center on the edges and 12 inches on cents,at intermediate supports for nonstructural applications. PANEL EDGE NAILINGV '7 Flat blocking to truss and web filler 3'x 0.131"nails @ 6"o.c. Face nail 3-3"14 gage staples.7/16*crown Panel supports at 16 inches(20 inches if strength axis In the long direction of the panel,unless otherwise marked). PER SHEARWALL SCHED. FLOOR/ROOF FRAMIN 1000 University Avenue Suite 500 3•x 14 gage staples @ 6"o.c , c.Whore a rafter is foctoned to an adjacent parallel coiling Joist in accordance with this schedule and the coiling joist:r fastened to NARROW BLOCK WI D E B LO C K SEE PLAN Rochester, NY 14607 8d common(2!2"x 0,131~);or i p 91 g i 585.324-0500 1 23.Rim joist,band joist•or blocking to top plate,Sill the lup plata in acoorJanca with this bcheJLte,it It nunibe'of luenails in itxr rdrler badr be per niiatid to be induced by one mall. 3-8d corrlmon(2 /Z"x 0.131'x;or 10d box(3"x 0.128'),or 3-1Dd box 3"x 0,128";or or 6"o c.,toenail 2.Ceil ng joists to top plate ( ) Each Joist,toenail other rrdndng beluw 3", gage nails;s,7 3-3"x 0,131"nails;or 3"14 gage staples, /•6"crown SHEARWALL. SEE 7 PLAN civil engineer 3-3"14 gage staples, 116`crown g 24.1"x 6"subfloor w less to each joist 2-Od common(21/2"x 0.131");Or Face nail TYPICAL DETAIL AT SHEARWALL PERP. TO FRAMING. 3.16d common(3112"x 0.162");or 2-10d box(3"x 0.128") LKMA 3.Cetrng joist not attached to parallel rafter,laps 4.10d box(3"x 0.120")•or , over partitions(no thrust) face Heil 25.2"subflocr to joist or girder 2-16d common(3 12"x 0.162•) Face nail SHEATHING AND NAILING PER Country &405 4.3"x 0.131"nails;or 2 2X6 BLOCKING OR South Count Road (see Section 2308.7.3.1,Table 2308.7.3.1) 4.3x 14 gage staples,7116•crown , "x SHEARWALL SCHED. (TYP.) TYPICAL DETAIL AT SHEARWALL PARALLEL TO FRAMING ry 26.2"planks(plank�beam-floor b roof) 2-16d common(3/� 0,162•) Each bearing,face nail FLAT 2X4 BLOCKING Brookhaven, NY 11719 4.Cell n0)gist attached t0 parallel rafter(heel joint) Par o.c.,face nail a1 top and BEHIND STRAP, (TYP.) 631.286.8668 (see Section 2308.7.3.1,Table 2308.7.3.1) Par Table 2308.7.3. Face Hall 20d commas(4"x 0.192"} bottom staggered on opposite sides 3.104 cornrnon(3"x 0.148");or m.e.p. 8.f.p. 4.10d box(3"x 0,128");or 1Od box(3"x 0.128"):or 6 PLYWOOD SHEATHING YYY��, 5,Collar tie to rafter 4-3"x 0.131"nails;or Face nail 3"x 0.131'nails:or 24"o.c.face nail al top and bottom 4-3"14 gage staples,7118'crown 27.Built-up girders and beams,2"lumber layers 3"14 gage atapleb,7/ cruwrr staggered on opposite sides - NOTE USE CMSTCI6 SIMPS0 ATS PLYWOOD SHEATHING E Engineering, P.E. SIMPSON ATS ANCHOR BOLT �B 150 North ChestnutStreet STRAP U.O.N. + Rochester, NY 14604 3-10 common(3"x 0.148");or And: ANCHOR BOLT 7 t 2-20d Common(4-x 0.192");or COMPRESSION MEMBERS 585.288.5590 3-16d hoz(31/2"x 0135'):or (TYP.) a io 8.Rahe•or roof truss 10 top plate c 3-3"x hnx(3"x 0 128"):n Ends and at each splice,face nail SEE SHEAR WALL SCHEDULE 4-10d box(3"x 0.128");or Toenail (See Section 2308.7.5,Table 2308.7.5) 4.3"x 0.131 nails;or 3-3"x 8.131"nails;or 7 3.3"14 gage staples,7116'crown 2X6 FILLER TO = 4.3"14 gagestapies,1,Q crown co COMPRESSION MEMBERS structural engineer R.O. AS REQUIRED 2.18d common(3112"x 0.162");or 3-16d common(3112"x 0.162'):or SEE SHEAR WALL SCHEDULE 4-10d box(3"x 0.128');o EXTEND STRAP PAST TDM Consulting Engineering 3.10d box(3"x 0.128"):or 28.Ledger strip supporting joists or rafters 4-3"x 0.131"nails;or Each joist or rafter,face Has 550 North County Road,Suite 3.3"x 0.131"nails:or End rail WINDOW: 4-3"14 gage staples,'/It,'cruwn 16 FOR CS16 Saint James, NY 11780 3.3"14 gage staples.7116'crown;or 24 FOR CMSTCI6 631.686.5234 7.Root rafters to Adige valley or hip ratters or roof 3-16d common(31/2"x 0.162');or rafter to 2-Inch ridge beam 3.10d common(31/y"x 0,140");or 4-10d box(3"x 0.128");o End nail PANEL EDGE NAILING 36" FOR CMSTC 14 PERPENDICULAR TO WALL 3.16d box(3112"x 0136"):or 29.Joist to band Joist or rim joist 4.3"x 0.131"nails;or STRAP TOP & BOT. ALONG KING STUD „ 4.10d box(3"x 0.128");or Toenail 4-3"14 gage staples,7/1a crown 48 FOR CMST 12 4•3"x p.t 31'nails:or 1 SHEOF ATHING OVER FULL LENGTH A-A 4-3"x gage staples,7i 10 crown 2-8d common(2/2"x 0.131");or 2.10d box 3"x 0.128';o ke 30.Bridging or blacking to Jost,rafter or truss 2.3"x 0.131"noels;or Each end.toenail CORNERSIMPSON ATS y1011 2.3"14 gape staples,7/16'crown STRAP ANCHOR BOLT TRUE (continued) TABLE 2304.10.1-centllnued FASTENING SCHEDULE PLYWOOD SHEATHING COMPRESSION MEMBERS NORTH _ (continued) SEE SHEAR WALL SCHEDULE + DESCRIPTION 01°BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION TABLE 2304.10.1-continued FASTENING SCHEDULE 1 1 + Wall SILL DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATIDN III 16d common(31/2"x 0.162"); 24'o.c.face nailL 2X6 SILL PLATE WITH FLAT 2X BLOCKING Wood structural panels(w5P),subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to ADDED FLAT BLOCKING " 8.Stud to stud(not at braced wall panels) 10d box(3"x 0.128"):or framing (USE 3X BLOCKING IF 6 " 3"x 0.131"nails;or SPLITMNG OCCURS 16"o.c.face nail BEHIND STRAP ) 3-31 14 gage staples,7116'crews Edges Intermediate supports (inches) (inches) SECTION A-A MID-WALL C 17- 16d common(3112"x 0,162"):or 16"o.e.face nail 6d common or deformed(2•x 0.113') 6 12 (subfloor and wall) TYPICAL WINDOW SHEARWALL DETAIL 9.Stud to stud andallpabutting studs at intersecting well 16d box(3112'x 0.135");or 12"O.C.face neii 8d box or deformed 211 x 0.113" roof corners(al braced wall panels) ( 2" )(roof) 6 12 3"x 0.131"nails;or ANCHOR BOLT LOCATION DETAL 7 12"o.c.face nail 2318'x 0 113"nail(subfloor and wall) 6 12 3-3"14 gage staples. JIB'crown 31.318"-112" 16d common(3112"x 0.162").or 16"o,c.each edge,face nail 13/4 16 gage staple,7/1ti crown 4 8 project 10.Built-up header(2"to 2"header) (subfloor and wall) 16d box(3112'x 0.135") 12"o.c.each edge,face nal 2318 x 0.113"nail(roof) 4 6 " PLYWOOD SUBFLOOR. SIMPSON STRAP TIE SSP2 VINEYARD VIEW 2X BLOCKING AT PANEL EDGE NAILING STUDS PER BEARING WALL SEE SCHED FOR NAILING 11.Continuous header to Stud 4-8d common(2112"x 0.131");or Toenail 1314"16 gage staple,7110"crown(roof) 3 6 SHEATHING EDGES PER SHEARWALL SCHED, OR SHEARWALL SCHED. AT EACH STUD (TYP.) 4-1Od box(3"It 0.128") (�) (TYP,) 1 8d common(21r2"x D,131"):or 16d common(31/2'w 0 162");or 16"o.c face nail 6 12 2X BLOCKING AT STRAP T.O. ROOF ob G + 6d deformed(2"x D.113") T D 12,Top plate to top plate 10d box(3"x 0.128");or 32.19/32"-314» 2318 x 0.113"nail;or EL.= SEE PLAN County 3"x gage sap[ w 12"o c face nail 7 4 6 Greenport, NY $1944 3"14 gage staples,7118"crown 2"16 gage staple, 116"crown 10d common(3"x 0.148"►:or LADDER TYPE TRUSS 8-16d common(3112"x 0,162");or 33. !a"-1'14" 8d deformed 211"x 0,131" 8 12 LA EXTERIOR WALLS seal 12-10d box(3"x 0.128");w Each side of end Joint,face nail ( 2 ) 13.Top plate to lop plats,at end Joints 12-3'x 0.131"nails:or (minimum 24"lap splice length Other exterior wall sheathing 12-3"14 gage staples,bile crown each aide of and join[) g SIMPSON LTP4 INSTALLED 1112'galvanized roofing nail AS PER MANUFACTURER 16d common(3112"x 0,162"):or 16"o,c face nail 34.1J2"fiberboard sheathingo (7118•head diameter);or 3 6 SPECIFICATIONS. C�\ E O F/�!![` 14.Bottom plate to jois'L Am joist,band joist or t 1114'16 gage staple with 7116"or 1'crown s „ oe\A S VG O 16d box(3/2"x 0.135");or blocking(not at braced wall panels) • SIMPSON LTP4 ® 2 -0 O.C. ;' 1 q� � 3"x 0.131"nails;w 12"o.c.face neii 131" alvanized roofing nail 7 ^ g g ALONG PLYWOOD JOINT ,x 3"14 gage staples, 118"crown 2s e 7X P^ - 35. /g2"fiberboard sheathing (118'diameter head);or 3 8 >< 2-16d common(3112"x 0.162"):or 1112"16 gage staple with 7118"or 1'crown fT1 % 15,Bottom plate to joist,rim joist,band joist 3-16d box(3112'It 0.135"):or Wood structural panels,combination subfloor underlaymont to framing 2x6 STUDS ® 16" O.C. SIMPSON STRAP TIE 1 �- TYP. MSTC28 ® EACH STUD �O 076g or blocking at braced wall panels 4-3"x D.131"nails;or 16"o.c ace mai 4-3"14 gage staples,111fi'crown 36 314"and less 8d common(2112"x 0.131");or 6 12 ( ) \A� 19 6d deformed(2"x 0.113") (TYP.) S 4-8d common(2112"x 0 131");or 1 8d common(2112'x 0.131");or 4.1Od box(3"x 0.128"):or 37.7Jg"-1' 6 12 4-3'x 0.131"nails;or Toenail 8d deformed(2 Ip"x 0.131") 4-3'14 gage staples,7118'crown;or 10d common(3"x 0.148");or LSTA12 STRAP (TYP.) issued date description 16.Stud to top or bottorn plate i 38,1'is'-1114" 8d deformed(21/2"x 0.131") 8 12 OVER STRUCTURAL T.O. 2ND FL. SUB FL. 2-1fid common(3/2'x 0.162~),or SHEATHING 3-1Od box(3"x 0.128");or End nail Panel siding to framing EL.= SEE PLAN 1 03/15/19 Issued For Construction 3-3•x 0.131"nails;or 3-3'14 gage staples,711fi'crown 39•,12"or less ((117,�*°0106"):orant siding 6 12 OPENING WITHIN STUD SPACE OPENING LESS THAN 2 STUD SPACES 2-161 common(3112"x 0.162");or 6d corrosion-resistant casing(2"x 0,099") 3-10d box(3"x corrosion-reslstant siding End nail 9 0.128");or 8d 17.Top or bottom plata to stud 3-3'x 0.131"nails;or 3 SI M PSON LTP4 INSTALLED 3-3"14 gage staples,7,ils.crown 40518' 8216"x°.on-res,itant casing s 6 12 TYPICAL DETAIL AT SMALL SHEARWALL PENETRATIONS AS PER MANUFACTURER 8d corrosion-resistantn•r 2-16d common(3112"x 0.162');or (2'/2'x D 113•) SPECIFICATIONS. 18,Top plates laps at corners and intersections 3.10d box(3"x 0.1281);or Face nail SIMPSON LTP4 ® 2'-0" O.C. 3-3'x 0.131"nails;or 3-3'14 gage staples,'116"crown ALONG PLYWOOD JOINT FLOOR PLATE (10) 16d NAILS EA SIDE OF SPLICE RIM BOARD NAILING SHCED. 2x6 STUDS ® 16" O.C. SIMPSON TYPE SSP FLOOR PANEL (TYP.) STRAP AT EACH STUD (NO BOTTOM SPLICE IN THIS AREA) FLOOR PLATE-16d (3 ) BOX 16 O.C. 304" PLATE WASHER „ 1" PREMOLDED "O HOOKED ANCHOR 4'-o" MIN. 4'-o" MIN. (2)16d EA SIDE FLOOR/WALL PANEL-8d (2 J") COMMON 6" O.C. FILLER BOLT @ 3'-0" O.C. „ F 2 IN OF BOT. PLATE 4" SLAB ON GRADE TYP. SPLICE TOE NAIL-10d (3") BOX 6" O.C. T.0, IST FL. SLAB X I x x x x x x x x I I x TOE NAIL EL.= SEE PLAN x-x-x-x-x V:-51ELL.=GRADE TRUSS JOIST SEE ARCH. 97 x x x x x x x x I x l x RIM BOARD l� a title 2X6 ® 16" to Joc ii 16d AT 16" O.C. i I 16d AT 16" O.C. (5) 16d DETAIL AT RIM BOARD 2 1 2" 2 TYPICAL STAGGER TYP. I PLAN STAGGER TYP. 16d ® 8 oc t I 3/4" PLYWOOD „ • #5012" WOOD DETAILS 2X6 ® 16 oc -H NOTE: ' • SIMPSON JOIST HANGER 5 DOWELS o USE AT ALL EXTERIOR ' WALLS AND INTERIOR I TOP PIECE SPLICE BOTTOM PIECE SPLICE I -- 16d ® 8" oc • ®12' O.C."I BEARING AND I AT STUD CL TYP. AT STUD CL TYP. 3/4" PLYWOOD • SHEARWALLS I I FLOOR JOIST + I +Gdrawn by: JR J3#5 BARS CONT. I checked by: TM AT CORNER FLOOR JOIST X scale: AS NOTED WOOD BEAM #5012 O.C. 6" " 6" project number: 10002 U ® 32" oc FLOOR JOIST HUNG scaled inch PSL BEAM sheet number U ELEVATION FROM PARALLAM HEADER BLOCKING DETAIL TYPICAL WALL STRAPPING & TIE DETAIL z COMM. BUILDING TYPICAL TOP PLATE LAP SPLICE DETAIL TYPICAL WOOD FRAMING DETAILS SINMPSON HOLDOWNS TO BE INSTALLED AS PER MANUFACTURER SPECIFICATIONS. + + + + + + + + + -9!H • 0 Ll COLUMN FOUNDATION WALL WALL REINFORCEMENT 1 "g PIPE TRENCH MIN. t '. �4k'*1 EXCAVATION NEW COLUMN T/2 ADD 2-#5 ALL AROUND EXTEND PIPE SLEEVE SEE PLAN FOR SIZE 3'-0" 2'-0" 2'-0" MINIMUM BEYOND EDGE OF PIPE TO CLEAR f REINFORCEMENT TO MATCH OPENING SLEEVE BY}" BEATTY HARVEY CO CO FOOTING REINFORCEMENT (TYP) NO PIPE IN 5" SLAB ON GRADE � SEE BASE PLATE DETAIL If REQUIRED THIS HEIGHT ARCHITECTS , L L P NEW YORK I MARYLAND ADD 1-#5 x 4'-0" EACH PIPE z 1300 Walt Whitman Road, New York, 11747 CORNER z q p: (631)300-1010 x—x X—X—X x x X—x—x—x—X � BOTTOM OF—\, TI A � owner/developer • FOOTINGf— — / I OP ON L JOINT cD �•, 1000 UniversityAvenue Suite 500 -� TERMINATE INTERRUPTED c� SEE FOOTING = — Rochester, NY 14607 BARS OF SINGLE LAYER WITH A x z SCHEDULE FOR STANDARD HOOK,ADD AT 2 585.324-0500 REINFORCEMENT T INTERRUPTED BARS IN = _ « _ DOUBLE LAYER U-SHAPED 1 tL N • • • BARS TO MATCH WALL Z civil engineer UNDISTURBED EARTH REINFORCING. SPLICE 1.3(LD) LKMA WHERE PIPE TRENCH EXCAVATION IS 437&405 SEE FOOTING SCHEDULE _ REQUIRED PARALLEL TO FOOTING IT SHALL 9" MIN. (TYP) `O South Country Road T=SLAB THICKNESS (ALTERNATE TO SLOPED FOOTING) BE KEPT ABOVE THIS LINE, STEP FOOTING AS NY 11719 NECESSARY TO MEET THIS REQUIREMENT. FOOTING WIDTH Brookhaven, P L U S4 -0 631.22886..86688668 TYPICAL FOOTING DETAIL. TYPICAL STEPPED FOOTING DETAIL TYPICAL WALL OPENING DETAIL TgL FOOTINGS m.e.p. &f.p. SCALE; NTS SCALE; N.T.S. M/E Engineering, P.E. SCALE: N.T.S. 150 North Chestnu StreetTYPICAL DETAILS OF PIPE AT Rochester, NY 14604 585.288.5590 structural engineer WALL HORIZONTAL TDM Consulting Engineerin BARS 550 North County Road,Suite? TOP OF PIER Saint James, NY 11780 (ANCHOR NOT SHOWN) SEE PLAN HORIZONTAL BARS TYPICAL EDGE OF PIER OR 631.686.5234 BASE PLATE WHICHEVER IS GREATER C: c 'a STEEL COLUMN SEE WALL SECTIONS SEE SCHEDULE key • • FOR SIZE FOR REINFORCEMENT ( TRUE #4 TIES AT 12" O.C. FULL DEPTH PRE-MOLDED STONE CONTRACTION JOINTS NORTH A,� I —JA FILLER IIL I I - I I L '---FILL AROUND COLUMN • 36 DIA. DOWELS, SAME 1�.0 °a ° 0 AFTER FLOOR IS CAST z SIZE AND SPACING ° a ° 45 OGF AS HORIZ. BARS 9 ■■ FOOTING DOWELS TO N o _ � _� � �_ � _ � _� � �_ � _� � �= � = =� � �= � _ � _� � �_ � = PRE-MOLDED � MATCH VERTICAL • 0 CORNER WALLS INTERSECTING WALLS JOINT FILLER FOR FOOTING SEE PLAN OR NOTE: LAP REINFORCING AS SHOWN OR PROVIDE CORNER BARS.WHERE CORNER REINFORCEMENT SCHEDULE 8#6 BARS IS DIFFERENT SIZE, BEND AND LAP LARGER SIZE BARS, project TYPICAL ISOLATION JOINT DETAIL TYPICAL WALL INTERSECTION DETAIL SCALE: N.T.S. VINEYARD VIEW °-� SECTION A-A SCALE: NTS + County Road 48 .� Greenport, NY 11944 seal NOTE:ALL PIERS TO BE REINFORCED AS SHOWN ABOVE UNLESS OTHERWISE NOTED ON PLAN OR IN SECTION. S~\pT E OFly TYPICAL PIER DETAIL FOOTING SCHEDULE DESIGN SOIL BEARING 2000PSF OAS a, � SCALE: N.T.S. BOTTOM REINF. MARK EACH WAY 06919 F2.5 2-6• SIZE DEPTH REMARKS -- x2-6 11-311 444 F3.0 3'-0" x 3'-0" 1'-3" 444 #4 FULL DEPTH CONTRACTION JOINT 1/8 " WIDE EXTEND ALL STEELissued date description JOINT FILLER (SEE GENERAL NOTES FOR LOCATION) THRU JOINT F3.5 3 -6 x 3 -6 1 -3 4-#4 �. 1" CONT. F4.0 4'-0" x 4'-0" 1'-3" 445#5 1 03/15/19 Issued For Construction KEY F4.5 4'-6" x 4'-6" 1'-3" 545 #5 x—x—X—x— X—X—x—X—X—x x—x—X—x —x—X—X—X—X—X—x X—X—X—X—x x—x x—x—x—x—x F5.0 5'-0" x 5'-0" 1'-3" 645 #5 F5.5 5'-6" x 5'-6" 1'-6" 645 #5 F6.0 6'-0" x 6'-0" l'-6" 646 #6 ISOLATION JOINT SAW-CUT CONTRACTION JOINT CONSTRUCTION JOINT F6.5 6'-6" x6'-6" 1'-6" 746 F7.0 7'-0" x 7'-0" 1'-9" 746 #6 TYPICAL SLAB JOINT DETAILS SCALE: N.T.S. T CONC.SLAB-ON-GRADE W,W,F #4 12 10 MIL POLYETHYLENE DEPRESSION FOR LOCATION 2'-0 SHEETS VAPOR BARRIER SEE ARCH. DWGS. DEPRESSION FOR title LOCATION 6" CRUSHED STONE 1 -#4(CONT.) SEE ARCH. DWGS. —x—x—c—x—x—x—x TYPICAL OVER COMPACTED FILL x—x FOUNDATION _x—X X—X—X—X—X X—X—X—x x—X—x—4x_x N J X—X—x—x— 12 _�/z DETAILS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 012 12 rrrttt 122 LAB THICKNESS , LLD 4- NOTE:SEE PLAN FOR SLAB THICKNESS AND REINFORCEMENT MIN OR 8 MIN OR SLAB THICKNESS —I— drawn by: JR S TYPICAL SLAB CONSTRUCTION DEPRESSION <8" DEPRESSION <8" checked by: TM CL CHANGE IN SLAB ELEVATION scale: AS NOTED U project number: 10002 Q sheet number TYPICAL SLAB ON GRADE DETAILS scaled inch 0 U 0 SCALE: N.T.S. z COMM . BUILDING a 4 0 S4000 ENGNEERNG y� Mechanical/Electrical Engineering Consultants THIS PROJECT SHALL BE BUILT AND TESTED FOR"ENERGY STAR QUALIFIED HOMES,VERSION M/E Project#170412 3.1 (REV 9)." THE FOLLOWING ITEMS ARE INTENDED AS AN OUTLINE OF THE REQUIREMENTS FOR Rochester I Buffalo I Syracuse I Schenectady HVAC SYMBOL LIST THE HVAC CONTRACTOR. REFER TO THE ENERGY STAR WEBSITE FOR THE FULL LIST OF 150 N.CHESTNUT ST. 585.288.5590 r , . � �� � � OFFICIAL REQUIREMENTS. ROCHESTER,NY 14604 www.meengmeenng.com SYMBOL DESCRIPTION MBH THOUSAND BTU/HOUR 1. DOCUMENTATION 5. WHOLE-BUILDING DELIVERED VENTILATION NTS NOT TO SCALE a. PROVIDE DOCUMENTATION ESTABLISHING THE FOLLOWING: a. RESNET-APPROVED THIRD PARTY RATER-MEASURED VENTILATION RATE SHALL GENERAL DESIGN CRITERIA. (E) EXISTING BEATTY HARVEY COCO BE WITHIN 100-120%OF DESIGN VALUE. A. THIS PROJECT SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH A R C H I T E C T S , L L P (L) ACOUSTIC THERMAL LINING - 1%2" THICK 1. THE HVAC CONTRACTOR MUST BE AN ENERGY STAR PARTNER & THE FOLLOWING ENERGY CONSERVATION AND FUNDING PROGRAMS: NEW YORK I MARYLAND CFM CUBIC FEET PER MINUTE COMPLETE THE ONLINE VERSION 3 BUILDER ORIENTATION. 6. CONTROLS: THE MOST STRINGENT CRITERIA SHALL APPLY. 1300 Walt Whitman Road, New York, 11747 A AFF ABOVE FINISHED FLOOR IL THE HVAC CONTRACTOR MUST BE CREDENTIALED BY AN a. OVERRIDE CONTROLS FOR CONTINUOUSLY OPERATING VENTILATION/EXHAUST lA p:(631)300-1010 AD ACCESS DOOR EPA-RECOGNIZED HVAC QUALITY INSTALLATION TRANING & FANS SHALL BE READILY ACCESSIBLE AND CLEARLY LABELED. - ENERGY STAR V3.1 (REV 9), WITH CHECKLISTS. - ENTERPRISE GREEN COMMUNITIES owner/developer RL REFRIGERANT LIQUID OVERSIGHT ORGANIZATION. - HCR HANDBOOK (VERSION: 2018) --RS Conifer REFRIGERANT SUCTION b. PROVIDE 24V, DIGITAL,7-DAY PROGRAMMABLE THERMOSTAT FOR EACH Realty b. THE HVAC CONTRACTOR MUST COMPLETE AND SUBMIT THE LATEST VERSION HEATING/COOLING SYSTEM. PROVIDE ADAPTIVE RECOVERY IF SUPPLEMENTAL 1000 University Avenue Suite 500 —�c4 VRV REFRIGERANT PIPING - 2 PIPES OF THE"HVAC SYSTEM QUALITY INSTALLATION CONTRACTOR CHECKLIST"FOR ELECTRIC HEATING COIL IS UTILIZED. Rochester, NY 14607 REFRIGERANT PIPING - 3 PIPES EACH BUILDING IN THIS PROJECT. 585.324-0500 --D DRAIN 7. VENTILATION AIR INLETS & SOURCE W/C WALL CAP THIS CHECKLIST INCLUDES THE HVAC CONTRACTOR PROVIDING THE civil engineer RD RADIATION DAMPER FOLLOWING ITEMS: a. ALL VENTILATION AIR INLETS SHALL BE LOCATED A MINIMUM OF 10'-0-FROM CONTAMINATION SOURCES SUCH AS EXHAUST STACKS,VENTS, FLUES,VEHICLE LKMA ® 12" ROUND DUCT - IN INCHES - CONDENSING UNIT REFRIGERANT TESTS&CALCULATIONS EXHAUST. GENERAL CODE CRITERIA: 437 &405 South Country Road - AIRFLOW TESTS b. VENTILATION AIR INLETS SHALL BE LOCATED A MINIMUM OF 4'-0'ABOVE A. THIS PROJECT SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH Brookhaven,NY 11719 DUCT SECTION - SUPPLY GRADE/ROOF LEVEL IN CLIMATE ZONES 4-8 (NEW YORK IS IN CLIMATE ZONE 6). THE FOLLOWING BUILDING CODES 631.286.8668 ELECTRICAL MEASUREMENTS - 2015 INTERNATIONAL CODE COUNCEL CODES DUCT SECTION - RETURN c. PROVIDE INSECT SCREEN ON EACH AIR INLET. - 2017 NYS ICC COMMENTARY m.e.p. &f.p. DOCUMENTATION OF FURNACES, CONDENSING - NATIONAL ELECTRICAL CODE M/E Engineering, P.E. - ®B WIDTH A x DEPTH B UNIT AHRI CERTIFICATION; BALANCE REPORTS 8. LOCAL.A MECHANICAL EXHA T: - LOCAL CODES AND ORDINANCES 150 North Chestnut Street 604 14 AIR FLOW - DOCUMENTATION INDICATING VENTILATION SYSTEM TYPE, a. IN EACH KITCHEN &BATHROOM,A SYSTEM SHALL BE INSTALLED THAT Rochester,585NY NY 14590 ® LOCATION, DESIGN RATE EXHAUSTS DIRECTLY TO THE OUTDOORS. 4 WAY SUPPLY DIFFUSER structural engineer c. THE HVAC CONTRACTOR MUST COMPLETE&SUBMIT THE LATEST VERSION OF 9. VENTILATION & EXHAUST FAN RATINGS ® 3 WAY SUPPLY DIFFUSER THE"HVAC SYSTEM QUALITY INSTALLATION RATER"CHECKLIST. TDM Consulting Engineering a. INTERMITTENT OPERATING FANS SHALL BERATED FOR =< 3 SONES. 550 North County Road,Suite ® 2. DUCT QUALITY INSTALLATION Saint.lames, NY 11780 2 WAY SUPPLY DIFFUSER THE HVAC CONTRACTOR SHALL CERTIFY THAT: b. CONTINUOUSLY OPERATING FANS SHALL BERATED FOR =< 1 SONE. 631.686.5234 RETURN OR EXHAUST c. FANS SHALL BE ENERGY STAR LABELED. REGISTER OR GRILLE a. ALL DUCTWORK SHALL BE INSTALLED WITHOUT KINKS OR SHARP BENDS. A REGISTER, GRILLE OR DIFFUSER TAG 10. COMBUSTION APPLIANCES B A - TYPE b. AN OPPOSED BLADE VOLUME DAMPER IS PROVIDED IN EACH SUPPLY DIFFUSER. GENERAL NOTES: key C B - NECK SIZE a. FURNACES &WATER HEATERS SHALL BE MECHANICALLY DRAFTED OR C - CFM c. BEDROOMS SHALL BE PRESSURE BALANCED USING ANY COMBINATION OF DIRECT-VENTED TO THE OUTDOORS. A. GENERAL NOTES, SYMBOLS LIST AND DETAILS ARE APPLICABLE TO ALL TRUE TRANSFER GRILLES, RETURN DUCTS AND/OR UNDERCUT DOORS TO PROVIDE 1 DRAWINGS WITHIN DIVISION 23. 11111111 11111115 NORTH SD DUCT SMOKE DETECTOR SQ. IN. FREE AREA OPENING PER 1 CFM OF SUPPLY AIR DELIVERED TO 11. FILTRATION 1111111111 C BEDROOM,OR A RATER-MEASURED PRESSURE DIFFERENTIAL OF <= 3 PA.WITH B. COORDINATE WORK OF DIVISION 23 WITH THAT OF OTHER SECTIONS. � Q 7-DAY PROGRAMMABLE THERMOSTAT RESPECT TO MAIN BODY OF HOUSE. ALL DUCTS,JOINTS,CONNECTIONS, a. PROVIDE MINIMUM MERV 8 FILTER IN EACH DUCTED AIR CONDITIONING SYSTEM. O G 7-DAY PROGRAMMABLE THERMOSTAT BOXES, BOOTS ETC SHALL BE SEALED WITH MASTIC. (REFER TO EPA'S-HVAC C. READ SPECIFICATIONS FOR REQUIREMENTS PERTAINING TO THESE DOCUMENTS. W/ GUARD SYSTEM QUALITY INSTALLATION RATER CHECKLIST" DESIGN MANUAL FOR b. PROVIDE GASKET OR OTHER SEALING MECHANISM TO PREVENT D. FITTINGS SHOWN ARE TO BE PROVIDED. NO SUBSTITUTES SHALL BE ALLOWED ------- AAD AUTOMATIC AIR DAMPER MORE INFORMATION.) BYPASS/LEAKAGE. WITHOUT PRIOR CONSENT FROM ARCHITECT/ENGINEER. :■ -------- FD FIRE DAMPER 3. DUCT INSULATION 12. EFFICIENCY 0 -------- SD SMOKE DAMPER E. INSTALL DUCTWORK AND PIPING CONCEALED, UNLESS SPECIFIED OTHERWISE AND O CLEAR OF CEILING INSERTS. ° -------- FC FLEX CONNECTOR - DUCTWORK a. ALL DUCTWORK&FAN COILS/AIR HANDLERS SHALL BE INSTALLED WITHIN a. AIR-COOLED CONDENSING UNIT SHALL BE MINIMUM 15 SEER. UNIT SHALL BE --------f9 MOTORIZED DAMPER THERMAL ENVELOPE. NO DUCTWORK OR EQUIPMENT SHALL BE INSTALLED IN ENERGY STAR QUALIFIED. F. ALL WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN VOLUME DAMPER UNCONDITIONED SPACES SUCH AS ATTICS OR GARAGES. PIPING AND DUCTS (INCLUDING DIVIDED DUCTS) AND TRANSITIONS AROUND H_° b. AIR SOURCE HEAT PUMP SHALL BE MINIMUM 8.5 HSPF/15 SEER/12 EER WITH OBSTRUCTIONS SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. SINGLE LINE DOUBLE LINE DUCT TAKEOFFS b. INSTALL INSULATION WITHOUT MISALIGNMENTS,COMPRESSIONS, GAPS OR ELECTRIC BACK-UP. UNIT SHALL BE ENERGY STAR QUALIFIED. TRANSITION VOIDS,AROUND ALL CONNECTIONS AND EXPOSED DUCTWORK. G. VERIFY ALL EQUIPMENT CONNECTIONS WITH MANUFACTURERS CERTIFIED project DRAWINGS. VERIFY AND PROVIDE DUCT TRANSITIONS TO FURNISHED VINEYARD VIEW SQUARE TO ROUND EQUIPMENT. FIELD VERIFY AND ALL DIMENSIONS BEFORE FABRICATION. R R RISE IN DUCT - IN c. DUCT BOOTS SHALL BE INSULATED. DIRECTION OF AIRFLOW d. INSULATE DUCTWORK PER SPECIFICATIONS. H. ALL MATERIAL AND EQUIPMENT SHALL BE NEW. D D DROP IN DUCT - IN I. INSTALL ALL EQUIPMENT PER MANUFACTURER'S INSTRUCTION AND ID - DIRECTION OF AIRFLOW 4. DUCT LEAKAGE LOCAL, STATE, AND NATIONAL CODES. 4D 24x12 m UP DN z i 24x12 UP SUPPLY DUCT TURNING County Road 48 DNS; UP OR DOWN a. DUCT LEAKAGE SHALL BE MEASURED AND DOCUMENTED BY A J. MECHANICAL CONTRACTOR SHALL PROVIDE ALL PENETRATIONS THROUGH Greenport, NY 11944 RESNET-APPROVED THIRD PARTY RATER USING RESNET-APPROVED TESTING WALLS, FLOORS AND ROOFS NECESSARY FOR INSTALLATION OF MECHANICAL DNE,24x12 0 UP DNE24x12 UP RETURN DUCT TURNING PROTOCOL,AFTERALL COMPONENTS OF SYSTEM HAVE BEEN INSTALLED. SYSTEMS. DO NOT DRILL, CORE OR CUT ANY PORTION OF COLUMNS, BEAMS, seal UP OR DOWN LEAKAGE LIMITS SHALL BE ASSESSED ON A PER-SYSTEM BASIS. JOISTS OR BRIDGING RIBS. 0411 611 BOOT K. ARCHITECT TO PROVIDE CUSTOM COLOR SELECTION FOR WALL CAPS, ROOF OF N-W TAP SUPPLY/RETURN I. TOTAL RATER-MEASURED DUCT LEAKAGE SHALL MEET ONE OF THE A X 14x8 x JACKS, VENT TERMINATIONS & LOUVERS. -q- RECTANGULAR MAIN FOLLOWING: N N 14x8 RECTANGULAR BRANCH L. PROVIDE INSULATED REFRIGERANT PIPING BETWEEN EACH FAN COIL UNIT & HEAT co ROUGH-IN: <= 4CFM25 PER 100SF OF CONDITIONED FLOOR PUMP UNIT. PIPING SHALL BE SIZED AND INSTALLED PER MANUFACTURER'S 6" BOOT N AREA. INSTRUCTIONS. CAULK & SEAL REFRIGERANT PIPE PENETRATION THRU EXTERIOR _ , t x14" TAP SUPPLY/RETURN - WALL, WEATHER-TIGHT. J. 141 --? " RECTANGULAR MAINAREA- 042 '= t.. FINAL: <= 8CFM25 PER 100SF OF CONDITIONED FLOOR M. COORDINATE FINAL DUCTWORK ROUTING & FITTINGS WITH APPROVED TRUSS 697 tG N 14" ROUND BRANCH s� 3 II.DUCT LEAKAGE TO OUTDOORS SHALL BE <= 4CFM25 PER 100SF OF DESIGN. MODIFY LAYOUT AS NECESSARY TO ROUTE DUCTWORK THRU TRUSS CONICAL CONDITIONED FLOOR AREA. WEBS. 14" oo TEE SUPPLY/RETURN N. REFER TO MANUFACTURER'S INSTRUCTIONS FOR SIZING & INSTALLATION OF issued date description E 0C) ROUND MAIN b. ALL DUCTWORK SHALL BE RIGID METAL DUCT. NO FLEXIBLE DUCTWORK WILL „ 14 ROUND BRANCH BE ALLOWED. REFRIGERANT PIPING IN LONG LINE APPLICATIONS. LATERAL 0. PROVIDE MASTIC SEALANT ON ALL JOINTS, LONGITUDINAL & TRANSVERSE 1 03/14/19 Issued for Construction 30 SUPPLY/RETURN c. DUCT BOOTS SHALL BE SEALED TO THE FLOOR,WALL OR CEILING USING SEAMS AND CONNECTIONS IN DUCTWORK. MASTIC SEALANT SHALL BE LISTED 1411 ROUND MAIN MASTIC. & LABELED IN ACCORDANCE WITH UL 181A OR UL 181B. DUCTWORK SHALL BE �0_ ROUND BRANCH INSPECTED BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION OF 14" d. SEAL DUCTWORK INSULATION TO BOOT WITH MASTIC TO PREVENT INSULATION. SEALANT SHALL BE LOW VOC. ACCUMULATION OF CONDENSATION. P. WALL CAPS & ROOF JACKS SHALL BE CORROSION RESISTANT GALVANIZED MITERED ELBOW WITH e. SEAL EXHAUST FANS TO DUCTWORK. FANS SHALL BE SEALED TO DRYWALL STEEL WITH BIRD SCREEN AND BACK DRAFT DAMPER. COLOR SELECTION TURNING VANES WITH MASTIC. BY ARCHITECT. f. SEAL ALL REGISTER/GRILLE/DIFFUSER BOXES TO DUCTWORK. Q. MOUNTING HEIGHT FOR THERMOSTATS SHALL BE 46" TO TOP OF COVER, ABOVE FINISHED FLOOR. DUCTWORK WITHIN TRUSS SPACE g. PROVIDE MASTIC SEALANT ON ALL JOINTS, LONGITUDINAL&TRANSVERSE R. MAINTAIN A MINIMUM 36" CLEARANCE BETWEEN SUPPLY DIFFUSERS/ REGISTERS SEAMS,AND CONNECTIONS IN DUCTWORK. MASTIC SEALANT SHALL BE LISTED AND SMOKE DETECTORS. & LABELED IN ACCORDANCE WITH UL 181A OR UL 181 B. DUCTWORK SHALL BE INSPECTED BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION OF S. COORDINATE DUCTWORK ROUTING AND INSTALLATION WITH OTHER TRADES. F INSULATION. F T. FOR IN-UNIT DEVICES (THERMOSTATS), REFER TO ARCHITECTURAL & ELEVATION F PLANS FOR EXACT LOCATIONS & HEIGHTS. U. CONTRACTOR SHALL PROVIDE REFRIGERANT CHARGE TEST CERTIFICATION. title GENERAL NOTES AND SYMBOLS - GENERAL DUCTWORK NOTES: HVAC A. COORDINATE EXACT LOCATION OF ALL DUCTWORK ROUTES, EQUIPMENT AND DEVICES WITH OTHER SERVICES. GG II B. MAINTAIN SERVICE CLEARANCES OF ALL EQUIPMENT. ENSURE NO OTHER SERVICES RUN THROUGH ACCESS AREA. + drawn by: BNS C. DISPOSE OF ALL WASTE MATERIALS, CAUSED BY CONSTRUCTION, OFF SITE IN checked by: CEF A PROPER LEGAL MANNER. D. WHERE DUCTS PASS ABOVE EACH OTHER, OFFSET AS REQUIRED INTO JOIST scale: SPACE. project number: 10002 E. INSTALL ALL DUCTWORK WITHIN THERMAL ENVELOPE OF BUILDING. scaled inch F. ALL DUCTWORK BOOTS MUST BE SEALED TO THE DRYWALL OR FLOOR sheet number SHEATHING PENETRATION. COMM. BUILDING +- + - H HO . 00 F9 ENGiNEERiNG rk Mechanical/Electrical Engineering Consultants M/E Project#170412 Rochester I Buffalo I Syracuse I Schenectady 150 N.CHESTNUT ST. 585.288.5590 ROCHESTER NY 14604 www.meengineenng.com f3 wlf�r aT w�F'a.� w1` BEATTY HARVEY COCO A RC H I T E C T S , LLP NEW YORK I MARYLAND DUCTLESS SPLIT SYSTEM/HEAT PUMP AIR CONDITIONING UNIT SCHEDULE A 1300 Wait White(631 300 -1010 York, 11747 OUTDOOR UNIT INDOOR UNIT DESIGN EQUIPMENT owner/developer COOLING CAPACITY HEATING 9 47F/43F REMARKS Conifer Realty SYSTEM NO. OF ELECTRICAL UNIT NO. LOCATION TMBH SMBH MBH COP HSPF SEER REFRIG INDOOR VOLTS PHASE MCA MOP UNIT NO. UNIT TYPE LOCATION CFM VOLTS PHASE MCA(A) INDOOR UNIT OUTDOOR UNIT 1000 University Avenue Suite 500 UNITS Rochester, NY 14607 '41-IU-1 DSS-HP-1 HIGHWALL CORRIDOR 253 208 1 - FUJITSU MODEL ASU7RLF1 585.324-0500 DSS-1 CU-DSS-1 GRADE 24.0 - 25.0 4.04 10.3 20.0 410A 3 208 1 25.1 30 AHU-2 HIGHWALL MANAGERS 253 208 1 - FUJITSU MODEL ASU7RLF1 FUJITSU MODEL AOU24RLXFZH 1,2,3,4 civil engineer DSS-HP-1 OFFICE g AHU-3 HIGHWALL MAITNENCE 253 208 1 - FUJITSU MODEL ASU7RLF1 LKMA DSS-HP-1 437&405 AHU-1South Country Road DSS-HP-2 HIGHWALL FITNESS 253 208 1 - FUJITSU MODEL ASU7RLF1 Brookhaven, NY 11719 DSS-2 CU-DSS-2 GRADE 18.0 - 22.0 3.79 10.3 21.5 410A 2 - 1 19.7 20 AHU-2 HIGHWALL LAUNDRY 253 208 1 1 - FUJITSU MODEL ASU9RLF1 FUJITSU MODEL AOU24RLXFZH 1,2,3,4 631.286.8668 AHU-3m.e.p. &f.p. B DSS-HP-2 HIGHWALL PUMP ROOM 253 208 1 - FUJITSU MODEL ASU7RLF1 M/E Engineering, P.E. AHU-1 COMMUNITY B 150 North Chestnut Street HIGHWALL 253 208 1 - FUJITSU MODEL ASU7RLF1 Rochester, NY 14604 DSS-3 CU-DSS-3 GRADE 18.0 - 22.0 3.79 10.3 21.5 410A 2 208 19.7 20 DSS-HP-3 ROOM 1 AHU-2 COMMUNITYFUJITSU MODEL AOU18RLZFZH 1,2,3,4 585.288.5590 DSS-HP-2 HIGHWALL ROOM 253 208 1 - FUJITSU MODEL ASU7RLF1 REMARKS: structural engineer 1. Consulting Engineenn PROVIDE WITH LOW AMBIENT KIT, AND WIND BAFFLE, HARD WIRE TSTAT KIT. TDM 550 North County Road,Suite 2. PROVIDE WITH AN INTERNAL CONDENSATE PUMP James, NY 11780 J am 3. PROVIDE WITH LOW TEMPERATURE HEATING (-15 DEG F) Saint631.686.5234 4. PROVIDE QUICK SLING 18" MINI SPLIT STAND (QSM1800). STAND SHALL BE PERMINITLY FIXED TO THE CONCRETE PAD PER HCR REQUIREMENTS key REHEAT COIL SCHEDULE - ELECTRIC TRUE AIR SIDE COIL FACE ELEC. CHARACTERISTCIS NORTH CAPACITY No. OF AIR ENT. AIR LVG. AIR MIN. FACE DIMENSIONS G UNIT N0. LOCATION SERVICE TYPE MOUNTING (KW) STEPS AIR P.D. MANUFACTURER & MODEL No. REMARKS (CFM) (a F) (°F) (FPM) FLOW TEMP. TEMP. (In. W.C.) VELOCITY HEIGHT WIDTH VOLTS HZ PHASE FLA MCA MOP ERHC-1 MAINTNENCE OFFICE ERV-1 OPEN COIL FLANGED 6 2 435 37 77 653 12 8 208 60 1 1 RENEWAIRE EK-1208006FCAHL-D21-2SDRN 1,2,3,4,5,6,7, REMARKS: • 1. UNIT MOUNTED DISCONNECT SWITCH ■�■ 2. AIR FLOW SWITCH 3. AUTOMATIC LIMIT SWITCH OO 4. MANUAL RESET ° 5. CERAMIC BUSHINGS 6. GROUNDING LUGS 7. DUCT MOUNTED TEMPERATURE SENSOR ° 8. 24 VAC CONTROLS project VINEYARD VIEW D County Road 48 PACKAGED ENERGY RECOVERY VENTILATION UNIT SCHEDULE - STATIC PLATE CORE HEAT EXCHANGER Greenport, NY 1 ]944 SUPPLY FAN 1EXHAUST FAN ELECTRICAL CHARACTERISTICS PERFORMANCE CONDITIONS UNIT NO. LOCATION SERVICE MODE AIR FLO E.S.P. (In. AIR FLO E.S.P. (In. TOTAL O.A. R.A. S.A. MANUFACTURER & MODEL No. REMARKS �P�� OF ogw VOLTS PHASE MCA MOP EFF % O (CFM) WC) (CFM) WC) . DB WB DB WB DB WB N MAINTANENCE COMMUNITY SUMMER 93 75 75 62.6 79.7 68 >k ERV-1 OFFICE AREA WINTER 435 0.5 435 0.5 120 1 10.1 15 RENEWAIRE MODEL EV450IN 1,2,3,4,5,6, ! .: of�, 11 9 70 54.4 54.6 43.7 REMARKS r�•. ,.q,.��. i , 1. MERV-13 FILTERS 2. BACKDRAFT DAMPER �o��09743 3. ECM MOTORS FCssIoN 4. FAN SPEED CONTROLLER E 5. MOTORIZED DAMPERS FOR FRESH AIR AND EXHAUST AIR E issued date description 6. FUSED DISCONNECT SWITCH 7. 24 VAC TRANSFORMER/RELAY PACKAGE 1 03/14/19 Issued for Construction LOUVER SCHEDULE FREE DIMENSIONS (APPROX.) AIR PERFORMANCE UNIT NO. LOCATION SERVICE TYPE MATERIAL FINISH AREA WIDTH HEIGHT DEPTH AIR VEL MAX P.D. MANUFACTURER & MODEL No REMARKS (SQ. Ft.) (In.) (in.) (In.) FLOW [(FPM)(CFM> (In. WC) L-1 ATTIC ERV-1 WIND DRIVEN ALUMINUM BY ARCH 3.10 32 36 4 435 140 - RUSKIN - EME420DD 12.3 L-2 LAUNDRY LAUNDRY WIND DRIVEN ALUMINUM BY ARCH 3.28 32 38 4 1000 304 - RUSKIN - EME420DD 1,2,3 REMARKS F 1. BIRD SCREEN. 2. INSECT SCREEN. 3. EXTRUDED SILLS. title ELECTRIC HEATER SCHEDULE - ELECTRIC COMMUNITYBUILDING UNIT N0. LOCATION TYPE CFM HEATING ELEMENT NOTES DESIGN EQUIPMENT KW I VOLTS PHASE AMPS SCHEDULES EWH-R VARIOUS RECESED 100 1.8 120 1 15 1 QMARK AWH3180 NOTES: 1. PROVIDE UNIT WITH FACTORY CONCEALED TAMPER RESISTANT THERMOSTAT. SET AT 50 DEG F. G drawn by: BNS checked by: CEF REGISTER AND GRILLE SCHEDULE scale: AS NOTED project number: 10002 TYPE APPLICATION MATERIAL FINISH DESIGN EQUIPMENT REMARKS scaled inch RS SUPPLY STEEL WHITE CONTINENTAL SERIES 32 1,2 sheet number RR RETURN STEEL LWHITE I CONTINENTAL SERIES G35 NOTES COMM . BUILDING 1• PROVIDE WITH RADIATION DAMPER & BALANCING DAMPER. H090 I --II 2• PROVIDE WITH OPPOSED BLADE DAMPER. _I + + +8 .+ I H 4 ENGiNEERiNG ®r) Mechanical/Electrical Engineering Consultants M/E Project#170412 Rochester I Buffalo I Syracuse I Schenectady 150 N.CHESTNUT ST. 585288.5590 ROCHESTER NY 14604 www.meengineering.com 'a•' BEATTY HARVEY COCO ARCHITECTS , LLP NEW YORK I MARYLAND 1300 Wait man Road, New York, 11747 p:(631)300-1010 owner/developer Conifer Realty 1000 University Avenue Suite 500 Rochester, NY 14607 585.324-0500 civil engineer LKMA 437&405 South Country Road Nt. 1 Brookhaven,NY 11719 631.286.8668 v m.e.p. &f.p. WE Engineering, P.E. EI-)B I g 150 North Chestnut Street —� Rochester, NY 14604 1 585.288.5590 AHU-2 DSS-HP-3 structural engineer TDM Consulting Engineering 550 North County Road,Suite Saint James, NY 11780 631.686.5234 AHU-3 DSS-HP-2 GENERAL NOTES: key TRUE A. COORDINATE ALL CEILING REGISTERS WITH LIGHTING PLAN NORTH T B. ALL DUCT WORK TO BE INSULATED PER SPEC SECTION. C. PROVIDE RADIATION DAMPER WHERE GRILLES AND o DIFFUSERS PENETRATE FIRE RATED LID. D. CONTRACTORS TO ROUTE RL/RS PIPING PER CU-DSS-3 MANUFACTURES SPECS. Oo O 00 DRAWING NOTES: 4 1 O1 PROVIDE A 12x12 FIRE RATED ACCESS DOOR IN THE LID BELOW THE ELECTRIC REHEAT COIL. project 12x8 O PROVIDE A PENETRATES TDHETION FIIREDAMPER RATED WDHERE THE DUCTWORK00 00 1 VINEYARD VIEW 8" � t N cV I 0or \ D 2 2 AHU-1 RS `—J O EXHAUST DUCT UP TO ROOF JACK. SEAL PENETRATION WEATHER TIGHT. H/// L • DSS-HP-3 14x8 p ERV-1 T 195 ® DUCT UP TO LOUVER LOCATED IN HIGH ROOF. SEE PLAN + County Road 48 H-CB1.02 FOR FINAL ROUTING PATH. x ERV-1 x RR Greenport, NY 11944 FIE 2 X 14x8 125 seal 12x8 • ISI 4 AHU-1 OV NQ/ y ERHC-16041 T DSS-HP-2 C-)Q_ N\Pfq0 RS RR 2 1 n 1ty 25 I ` 125 y 811 12x8 I x I • 12x8 • �F 2 ERV SECTION VIEW — o 6g 700 04 r��rCs;�oNP� H-1.01 SCALE: Ila•=1'-0" 2 • 00 RR r issued date description AHU-3 14x8 + CU-DSS-2 DSS-HP-1 T AHU-1 0 RS 1 03/14/19 Issued for Construction 3 DSS-HP-1 14x8 125 1 811 `, 811 r—, I \ RR 001 x PELICAN 14x8 WIRELESS 25 _ R%,I GATEWAY �� nn Q L AHU-2 DSS-HP-1 x F AHU-2 RS CU-DSS-1 14x8 DSS-HP-2 3 - = 35 T _ A RS 14x8 - 55 3 title 00 EWH-R COMMUNITY T BUILDING 1 I FIRST FLOOR RR 14x8 PLAN - HVAC 35 —� drawn by: XXX checked by: XXX scale: AS NOTED project number: 10002 ® ® scaled inch sheet number 1 COMMUNITY BUILDING FIRST FLOOR PLAN - HVAC H-1.01 SCALE: 11411=11-O., COMM . BUILDING +8H1 . 01 9 ENGNEERNG Mechanical/Electrical Engineering Consultants M/E Project#170412 Rochester I Buffalo I Syracuse I Schenectady 150 N. CHESTNUT ST. 585.298.5590ROCHESTERNY 14604 www.meengineering.com ng.corn BEATTY HARVEY COCO ARCHITECTS , LLP NEW YORK I MARYLAND 1300 Wait Whitman Road, New York, 11747 A p:(631)300-1010 Lk owner/developer Conifer Realty 1000 University Avenue Suite 500 Rochester,NY 14607 585.324-0500 civil engineer LKMA 437&405 South Country Road Brookhaven,NY 1]719 631.286.8668 m.e.p. &f.p. B M Engineering, P.E. _1B 150 North Chestnut Street Rochester, NY 14604 585.288.5590 structural engineer TDM Consulting Engineering 550 North County Road,Suite Saint James, NY 11780 631.686.5234 key TRUE NORTH C 4C o project [;K11 VINEYARD VIEW D D County Road 48 Greenport, NY 11944 seal 0 X-- X 1 "A 1'J SQA 6 00 0 9743 s 12x8 E issued date description _+E 1 03/14/19 Issued for Construction F +F E3 title @3 COMMUNITY BUILDING ATTIC AND LOWER ROOF I drawn by: BNS checked by: CEF scale: AS NOTED project number: 10002 scaled inch sheet number ATTIC AND LOWER ROOF LAYOUT-HVAC -0" COMM . BUILDING SCALE: 1/4"=1'-0" H +1 +2 +3 +4 +5 +6 +81 . 02 3 6 ENGiNEERiNG Mechanical/Electrical Engineering Consultants M/E Project#170412 Rochester I Buffalo I Syracuse I Schenectady 150 N.CHESTNUT ST. w. 585.288.5590 ,✓_�, q ! ROCHESTER,NY 14604 wwmeengineen. m '�'ng.co DECK BEATTY HARVEY COCO A RC H I T E C T S , LLP VANES WELDED TO 18 GA. FORMED ANCHOR TO DECK NEW YORK I MARYLAND CHANNEL CHANNEL FORLut HIGH VELOCITY 1300 Walt Whitman Road, New York, 11747 VANES WELDED DUCTS UNISTRUT CHANNEL TOTAL DIMENSION VARIES A p: (631)300-1010 TO RUNNER VANES WELDED WITH QUANTITY OF PIPES REFRIGERATION PIPING + owner/developer TO RUNNER SUPPORTED ANCHOR OVER INSULATION HANGER RODS Conifer Realty 1000 University Avenue Suite 500 INSULATION REFRIGERATION Rochester,NY 14607 ,� PIPING INSULATED 585.324-0500 4' iD UNISTRUT LABEL PIPING TO IDENTIFY AS HOT civil engineer MINIMUM 24 MINIMUM 24 GAS, LIQUID OR 1 1 I LKMA BOLT VANE BOLT VANE 437&405 ASSEMBLY TO GA. VANE ASSEMBLY TO GA. VANE SUCTION. SECURE REFRIGERANT _ ELBOW CHEEK RUNNER ELBOW CHEEK RUNNER PIPING TO SUPPORTS WITH South Country Road UNISTRUT CHANNEL STRUT MOUNTED CLAMP Brookhaven,NY 11719 VANE RUNNER ASSEMBLY VANE RUNNER ASSEMBLY O 631.286.8668 UP TO 2000 FPM OVER 2000 FPM INSULATION m.e.p. &f.p. (TYP.) M/E Engineering, P.E. B— RUNNER MINIMUM e 150 North ChestnutStreet I 24 GA. UNISTRUT CHANNEL Rochester, NY 14604 585.288.5590 VANE RUNNER VANES MINIMUM FASSEMBLY 24 GA. I r�'�� -Ip i i INSULATION SHALL BE structural engineer D I D i I I i i BETWEEN CLAMP AND TDM Consulting En ineerinPIPING. W. 550 North County ad,Suite? OVER 19" DCY i i i \ , NY 11780 UNDER Saint James 631.686.5234 UJ I I I I I SECURE REFRIGERANT A 21/4" R 1" R I ' — FOAM I I PIPING TO SUPPORTS PIPE w ! B 4/4 R 2 R I I I WITH "GUSH-A-CLIP" BY CADDY 45° - z A C 6%11 2%8" I I I I "HYD(TYPRO-ZORB" OR EQUAL key 45 D 21/4�� 1%9" 1 I T B .W. 3" -0. _ • - _ E 31/416 21/9" I LIQUID LINE NORTH C - EQUAL MIN. 45145 I I -�IC I I SUCTION LINE 0 I 0 OO a project VANED ELBOW DETAIL 2 REFRIGERANT PIPE SUPPORT DETAIL PIPE SU CADDY SUPPORT IPP RT - VINEYARD VIEW H5.01 SCALE NONE H5.01 H5.01 C Y AT GRADE D SCALE: NONE SCALE: NONE p County Road 48 Greenport, NY 11944 seal of Ew DANS 0 p 697 ��r�Ss�oNP issued date description 1 03/14/19 Issued for Construction title COMMUNITY BUILDING DETAILS �- drawn by: BNS checked by: CEF scale: AS NOTED project number: 10002 scaled inch sheet number COMM. BUILDING 3 + 6 + H5 . 01 5 F I ENGiNEERiNG n) f rul 1'f-%J EXTERIOR WALL OR PARAPET WALL SEAL Mechanical/Electrical Engineering Consultants PENETRATION OUTLET WITHELASTOMERIC M/E Project#170412 LINE-SET COMPRESSION SLEEVE TYPE Rochester I Buffalo I Syracuse I Schenectady TITAN GS30 (OR EQUIVALENT) 150 N.CHESTNUT ST. 585.288.5590 �±b� , ;�p , 1�` REFRIGERATION REFRIGERATION ROCHESTER,NY 14604 www.meengineenng.com a W PIPING RS/RL PIPING RS/RL INSULATION PROTECTIVE PVC BEATTY HARVEY COCO PROVIDE A PVC SLEEVE EXTERIOR WALL COVER ARCHITECTS , LLP WHERE THE REFRIGERANT OF BUILDINGNEW YORK I MARYLAND PIPING PENETRATES THE ELASTOMERIC LINE-SET AI BUILDING WALL. COMPRESSION & ANTI- A VIBRATION SLEEVE 1300 Walt Whitman Road, New York, 11747 Ap:(631)300-1010 owner/developer INSULATION FORConifer Realty REFRIGERANT 1000 University Avenue Suite 500 SUCTION LINE Rochester, NY 14607 585.324-0500 QUICK SLING 18" MINI SPLIT STAND STAND TO BE PERMANENTLY civil engineer FIXED TO THE CONCRETE PAD 1'-6" MIN PER HCR REQUIREMENTS PROVIDE A PVC SLEEVE REFRIGERANT 43L&405 WHERE THE REFRIGERANT SUCTION LINE South Country Road PIPING PENETRATES THE Brookhaven,NY 11719 BUILDING WALL. 631.286.8668 O O O O m.e.p. &f.p. REFRIGERANT B LIQUID LINE o M/E Engineering, P.E. B 150 North Chestnut Street o Rochester, NY 14604 a 585.288.5590 TYPICAL 6.. HEAT PUMP structural engineer MIN 1MIN' OUTDOOR2-4 ON ECTIONS) TDM Consulting nEngia�eerit in Saint James, NY 11780 631.686.5234 MECHANICAL CONNECTION SECURED WITH CONCRETE PAD PER MIN STAINLESS STEEL CLAMP HCR REQUIRMENTS. SEE CONCRETE PAD I' key DETAIL FOR MORE WALL FASTENERS INFORMATION SELF-TAPPING 3/8 HEX TRUE HEAD. 1/4" DIAMERTER ALL NORTH MATERIAL ANCHOR SCREWS WITH ELASTOMERIC WASHERS. WALL SURFACE SEAL ELASTOMERIC GASKET ENV O a 0 project 1 TYPICAL_ CONDENSING UNIT LAYOUT - AT GRADE INSTALLATION 2 REFRIGERANT PIPE PENETRATION DETAIL VINEYARD VIEW H5.02 SCALE: NONE H5.02 D N.T.S. D County Road 48 Greenport, NY 11944 seal 0 NEW Y CPN . OAN_ O -: u O 69-7 E issued date description 03/14/19 Issued for Construction QUIPMENT BAS 6 T 1 1" 2 5 e, a e ' e, e- 3" ABOVE � � ,• • D: , e. . D. . D: . D: .e GRADEGRADE o o e e e e MIN. 3 4 " MIN. DETAIL NOTES ( ANCHOR BOLT, SIZE & LOCATION AS REQUIRED TO MATCH EQUIPMENT BASE. O2 PLASTIC SLEEVE & ANCHOR. 3 03 REINFORCING BARS, 12" O.C. EACH WAY. title ® 04 DOWEL, 12" O.C. COMMUNITY O5 CHAMFER. © CONCRETE PAD 4,000 PSI CONCRETE, LENGTH & WIDTH, 6" GREATER THAN THE BUILDING EQUIPMENT BASE PLATE. DETAILS GENERAL NOTES A REFER TO SITE PLAN FOR DETAILS ON CONCRETE SLAB. 0 B SITE CIVIL CONTRACTOR TO PROVIDE CONCRETE PAD. - drawn by: BNS MECHANICAL CONTRACTOR TO PROVIDE ANCHOR BOLTS. checked by: CEF scale: AS NOTED project number: 10002 scaled inch sheet number ` COMM . BUILDING 3 CONCRETE EQUIPMENT BASE DETAIL - FOR CONDENSING UNITS H5.02 SCALE: NONE " + +4 + +6 +8 H H5 . 02 ROOF JACK ;�L��111l� ENGiNEERiNG ,iY{ D Mechanical/Electrical Engineering Consultants WE Project#170412 Rochester I Buffalo I Syracuse I Schenectady 150 N.CHESTNUT ST. 585.288.5590 ROCHESTER,NY 14604 www.meengineering.comfsa BEATTY HARVEY COCO 4" DRYER VENT 4" DRYER VENT 4" DRYER VENT ROUTED TO IN CHASE T E C T S , L L P ROUTED TO NEW YORK � MARYLAND A ROOF JACK ROOF JACK 1300 Walt Whitman Road, New York, 11747 I q p:(631)300-1010 �' owner/developer 4" DRYER VENT Conifer Realty 12x30 MAKE-UP AIR IN CHASE (TYPICAL) 1000 University Avenue Suite 500 DUCT PLENUM Rochester, NY 14607 585.324-0500 I I I civil engineer LKMA I - - - DRYERBOX MODEL - - 437&405 I d DRYER VENT PIPE DB-350 (OR EQUAL) d South Country Road I I I I EQUIVALENT LENGTH (TYPICAL) Brookhaven,NY 11719 I I 631.286.8668 I I PLACARD. I I i m.e.p. &f.p. WE Engineering, P.E. DRYER RECEPTACLE �� �g 150 North o Rochester,Chestnut Street 14604 I COORDINATE ELEVATION i WITH PROPOSED DRYERS (TYPICAL) \ 585.288.5590 30x12 MAKE UP AIR DUCT 38x32 AIR structural engineer Zvi INTAKE LOUVER TDM Consulting Engineering DRYERBOX MODEL i� 550 North County Road,Suite E DB-350 (OR EQUAL) �� Saint.lames, NY 11780 �\ 631.686.5234 ------- ------- i �� key FLEX DUCT / \ ! (UL LISTED) TRUE NORTH FULLY INSULATE ENTIRE MAKEUP N ` I i ` I I I I 1 I 12x8 MAKEUP AIR DUCT. AIR DUCT SYSTEM. x I I Ell 00 II I I M I I NOR I l AUTOMATIC AIR DAMPER SEAL ALL 12x8 GRILLE SHALL BE RUSKIN MODEL JOINTS (TYP.) (TYPICAL (1) PER DRYER) CDR25, OR EQUAL 0 12x8 MAKEUP AIR DUCT. 12x8 MAKEUP AIR DUCT. i---�---� 10x10 ACCESS DOOR (TYPICAL (1) PER DRYER) project (TYPICAL (1) PER DRYER) I VINEYARD VIEW AUTOMATIC AIR DAMPER `/i �- SHALL BE RUSKIN MODEL D CDR25, OR EQUAL County Road 48 Greenport, NY 11944 seal MIN. U. D,1 0 2 DRYER DETAIL ` 'L H5.03 SCALE: NONE Fo 69,7 t' ^ GQ; 111/?ESSIONP� / ,-------------------------------------------------------------------------------------------�_�,\ E A E issued date description I NORMALLY OPEN SPRING ! RETURN 24V AAD FOR 1 03/14/19 Issued for Construction MAKEUP DAMPER I I i DAMPER SHALL OPEN WHEN 1 DRYER OPERATES I I II 120VAC/24VAC TRANSFORMER I I I I I ' I F I ' F I I ! i I I I 24V ::#G 120V i ; title I I COMMUNITY j WORK PROVIDED BUILDING BY ELEC. ; I I CONTRACTOR ; DRYER DETAILS i WORK PROVIDED i BY MECH. CONTRACTOR c drawn by: BNS ! checked by: CEF ! I ; scale: AS NOTED ! CURRENT I ! PROVIDE FOR EACH project number: 10002 i TRANSDUCER I LAUNDRY ROOM scaled inch sheet number '------------------------------------------------------------------------------------------i - 1 DRY[=R DETAIL 3 TYPICAL DRYER MAKE-UP AIR DAMPER WIRING DIAGRAM COMM . BUILDING H5.03 SCALE: NONE H5.03 H SCALE NONEH5 ,aO3 H 21 31 41 b 1 7 81 9 F —1I ENG�NEER�NG - - E:LECTRICAL SYMBOLS LIST COMMUNICATIONS SYMBOLS ONE LINE DIAGRAM SYMBOLS CLOSED CIRCUIT TELEVISION Mechanical/Electrical Engineering Consultantsnn I BASIC MATERIALS AND METHODS1 Li r 4014 M/EProject#170412 "'� SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION Rochester I Buffalo I Syracuse I Schenectady 150 N.CHESTNUT ST. 585.288.5590 !• 1' 1 4 14{ * 9 a ROCHESTER NY 14604 www.meengineering.com `" HOME RUN TO PANELBOARD. LETTERS/ ONE (1) TELEPHONE OUTLET AND CABLE. =13 CAMERA (NO.1) NUMBERS INDICATE PANEL. NUMBERS ® "W" INDICATES MOUNTED AT 46" A.F.F. FUSED DISCONNECT SWITCH INDICATE CIRCUITS. NUMBER OF ARROWS 180 - 180° CAMERA EQUALS NUMBER OF CIRCUITS. CIRCUIT 360 - 3600 CAMERA GENERAL DESIGN CRITERIA: BEATTY HARVEY COCO SHALL BE 20 AMP, 120 VOLT, 2-*12, 1-*12 TMDF TELEPHONE MAIN DISTRIBUTION FRAME �— NON-FUSED DISCONNECT SWITCH ARCHITECTS L L P LP-404 EG., IN 1/2 C, UNLESS NOTED OTHERWISE. A. THIS PROJECT SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH PTZ CAMERA WITH PAN/TILT/ZOOM NEW YORK I MARYLAND RANCH CIRCUIT WIRING SIZE AND NUMBER TO MATCH HOMERUTHE FOLLOWING ENERGY CONSERVATION AND FUNDING PROGRAMS FOR RACEWAY TYPE.. REFER TO SPEC'S TIDF TELEPHONE INTERMEDIATE DISTRIBUTION FRAME .__C'L THERMAL MAGNETIC MOLDED CASE THE MOST STRINGENT CRITERIA SHALL APPLY. 1300 Walt Whitman Road, New York, 11747 A CIRCUIT BREAKER Ip p:(631)300-1010 COMPUTER WORK STATION - DVM DIGITAL VIDEO MANAGEMENT - ENERGY STAR V3.1 (REV 9), WITH CHECKLISTS. - owner/developer 4N1 GANGED DEVICES - LEED V4 TWO (2) COMPUTER DATA OUTLETS AND O CABLES. ONE (2) DUPLEX RECEPTACLES CURRENT TRANSFORMER - HCR HANDBOOK (VERSION 2018) Conifer Realty CIRCUITED AS SHOWN ON DRAWINGS. MON MONITOR (NO.1) 1000 UniversityAvenue Suite 500 Rochester, NY 14607 DATA DROP WITH POWER - 585.324-0500 SPECIAL PURPOSE RECEPTACLE. PROVIDE ONE (1) COMPUTER DATA OUTLETS AND PROPER VOLTAGE, CLASS, CURRENT RATING ❑� D CABLES. ONE (1) DUPLEX RECEPTACLE O FUNCTION LETTER INDICATES LUMINAIRES AND NEMA CONFIGURATION AS REQUIRED BY GENERALNOTES (APPLY TO ALL DRAWINGS): BRANCH CIRCUIT AND/OR MATCH CAP ON CIRCUITED AS SHOWN ON DRAWINGS. civil engineer EQUIPMENT BEING FURNISHED BY OTHERS. WH - WATTHOUR METER PROVIDE CORD AND CAP. VIDEOPHONE STATION - SYMBOL DESCRIPTION A. ALL CONDUITS/CABLES SHALL BE INSTALLED AS HIGH AS POSSIBLE ABOVE FINISHED CEILINGS LKMA SUBSCRIPT INDICATES TYPE ONE (1) COMPUTER DATA OUTLETS AND AND CONCEALED IN WALLS UNLESS OTHERWISE INDICATED. ALL CONDUITS/CABLES SHALL RUN 437&405 V CABLES. ONE (1) DUPLEX RECEPTACLE CEILING MOUNTED LUMINAIRE. UPPER CASE PARALLEL AND PERPENDICULAR WITH BUILDING WALLS AND STRUCTURE. South Country Road D - DRYER RECEPTACLE, 30A, 125/250V CIRCUITED AS SHOWN ON DRAWINGS. G GENERATOR SET LETTERS INDICATE FIXTURE TYPE ON B. CONTRACTOR IS HEREBY CAUTIONED THAT ELECTRIC POWER CHARACTERISTICS (VOLTAGE, Brookhaven, NY 11719 R - RANGE RECEPTACLE, 50A, 125/250V FAA d O SCHEDULE, LOWER CASE LETTER INDICATES PHASE, HORSEPOWER, AMPERAGE, ETC.) OF EQUIPMENT IS BASED ON AVAILABLE 631.286.8668 SWITCHING DESIGNATION. INFORMATION AT THE TIME OF PROJECT DESIGN. CONTRACTOR MUST VERIFY CUSTOM DESIGNED TENANT CHARACTERISTICS FOR EACH PIECE OF NEW EQUIPMENT PRIOR TO ORDERING ELECTRICAL m.e.p. &f.p. SOLID HALF ARROW(S) INDICATES 120 VOLT VISUAL SIGNALER PANEL TRANSFER SWITCH, RATING AS INDICATED. WALL MOUNTED LUMINAIRE. UPPER CASE EQUIPMENT. INDICATE VERIFICATION ON SUBMITTALS. M/E Engineering, P.E. CIRCUIT TO SINGLE POLE CIRCUIT BREAKER(S), LETTERS INDICATE FIXTURE TYPE ON C. LOCATIONS INDICATED FOR LIGHTING FIXTURES ARE APPROXIMATE. LOCATE FIXTURES B 150 North ChertnugStr.E. UNLESS NOTED OTHERWISE. PROJECTION VIDEO UNIT - ONE (1) COMPUTER ATS - AUTOMATIC EP SCHEDULE,4 Q SCHEDULE, LOWER CASE LETTER INDICATES -�- AS REQUIRED TO AVOID INTERFERENCE WITH BUILDING STEEL, PIPING, DUCTWORK, CONDUIT, Rochester, NY 14604 --► SOLID FULL ARROW INDICATES 208 VOLT DATA OUTLET AND CABLE, AUDIO/VIDEO MTS 6 MANUAL SWITCHING DESIGNATION. DIFFUSERS, GRILLES, SPEAKERS, SMOKE DETECTORS, ETC. FIELD COORDINATE EXACT 585.288.5590 DISTRIBUTION CONTROL OUTLET WITH SVGA LOCATIONS AS NEAR AS POSSIBLE TO THE LOCATION INDICATED. VERIFY COMPLIANCE CIRCUIT TO MULTI-POLE CIRCUIT BREAKER, PV UNLESS NOTED OTHERWISE. CONNECTOR, PROJECTOR BRACKET, WITH NEC ARTICLE 410.16 FOR INSTALLATION OF LIGHT FIXTURES IN CLOTHES CLOSETS, PROJECTOR UNIT AND ONE (1) 20 AMPERE LUMINAIRE CONNECTED TO NIGHT LIGHT PRIOR TO ROUGH-IN. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS. structural engineer JUNCTION BOX SPECIFICATION GRADE DUPLEX RECEPTACLE. 0PANELBOARD NL CIRCUIT TDM Consultin En ineerin O D. EXACT LOCATIONS OF CEILING MOUNTED SMOKE DETECTORS, EXIT SIGNS, ETC. g 9 WIRELESS ACCESS POINT - I--� FLOURESCENT STRIP SHALL BE COORDINATED WITH OTHER CEILING MOUNTED EQUIPMENT TO AVOID CONFLICT. 550 North County Road,Suite? WAP ONE (1) COMPUTER DATA OUTLET AND CABLE LOCATE DEVICES AS NEAR AS POSSIBLE TO THE LOCATION INDICATED. FIRE ALARM SMOKE Saint James, NY 11780 LOCATED ABOVE ACCESSIBLE CEILING. PROVIDE _ AND HEAT DETECTORS SHALL BE LOCATED 3'-0" MINIMUM FROM HVAC DIFFUSERS, 631.686.5234 EQUIPMENT OR TERMINAL CABINET AN ADDITIONAL 20' OF EXTRA CABLE TO -� GROUND CONNECTION REGISTERS, GRILLES, ETC. SMOKE DETECTORS AT SMOKE DOORS MUST BE INSTALLED FACILITATE THE RELOCATION OF THE WAP IN 4 POLE MOUNTED SITE LUMINAIRE WITHIN 5'-0" OF THE DOORS (REFER TO NEPA 72). TOGGLE SWITCH, VOLTAGE AS INDICATED THE FUTURE IF NECESSARY. S3,b� ON FIXTURE SCHEDULE, SUBSCRIPTS POWER DISTRIBUTION WALL MOUNTED EMERGENCY LUMINAIRE E. MECHANICAL ALL NEW IRROOMSG. PROVIDE SHALL EAL� CUTTING N6 AND EPATCHING PT IN BOILERAS REQUIRED. AND INDICATE TYPE: AND CONTROL � WITH BATTERY PACK. key 2 - TWO POLE SWITCH FIRE ALARM _ F. CONTRACTOR SHALL REVIEW ALL TRADES' CONTRACT DOCUMENTS TO DETERMINE SPECIFIC CEILING MOUNTED EXIT LUMINAIRE MOUNTING LOCATIONS FOR ELECTRICAL EQUIPMENT. COORDINATE EXACT MOUNTING LOCATIONS TRUE SYMBOL DESCRIPTION 3 - THREE WAY SWITCH ® ® WITH THE ARCHITECT AND OTHER CONTRACTORS. REFER TO ARCHITECTURAL PLANS FOR NORTH 4 - FOUR WAY SWITCH SYMBOL DESCRIPTION G. CASEWORK LAYOUT, ELEVATIONS, ETC. COORDINATE WITH LOCATIONS OF ELECTRICAL DEVICES CI LV - LOW VOLTAGE, MOMENTARY CONTACT ® 208/120 VOLT PANELBOARD AND OUTLETS IC l- K - KEY OPERATED , ' WALL MOUNTED EXIT LUMINAIRE C PL - PILOT LIGHT H. EXACT LOCATION OF MECHANICAL AND PLUMBING EQUIPMENT THAT REQUIRE ELECTRICAL WP - WEATHERPROOF 0 MANUAL PULL STATION CONNECTIONS ARE SHOWN ON THE MECHANICAL AND PLUMBING DRAWINGS. EP - EXPLOSION PROOF ® MOTOR STARTER. REFER TO ELECTRIC EQUIPMENT AND CONTROL SCHEDULE I. PROVIDE CONDUIT/WIRING (CIRCUITING) AND REQUIRED CONNECTIONS TO ALL DEVICES/ M - MOMENTARY CONTACT SWITCH FOR SIZE AND TYPE. NUMBER INDICATES � T - THERMAL MAGNETIC SWITCH ❑S SMOKE DETECTOR ITEM ON SCHEDULE. BRANCH CIRCUITING IDENTIFICATION EQUIPMENT. CONNECT TO CIRCUIT(S) AS INDICATED. OP - OCCUPANCY SENSOR, PIR J. CIRCUITING TO DEVICES/EQUIPMENT SHALL BE 2 *12 WITH 1 *12 GROUND (MULTIPLE HOMERUNS o �° OD - OCCUPANCY SENSOR, DUAL TECHNOLOGY DISCONNECT SWITCH AMP RATING AS NUMBER INDICATES CIRCUIT IN SAME CONDUIT MAY SHARE SAME EQUIPMENT GROUND) FOR EACH 20 AMPERE CIRCUIT UNLESS DS - OCCUPANCY SENSOR, DUAL TECHNOLOGY, INDICATED ON ELECTRIC EQUIPMENT OTHERWISE NOTED. DUAL SWITCH �H 130 DEGREES F RATE OF RISE HEAT DETECTOR AND CONTROL SCHEDULE. NUMBER 2 ET - ELAPSED TIMER INDICATES ITEM ON SCHEDULE. K. COORDINATE ALL WORK WITH OTHER TRADES; REFER TO ARCHITECTURAL DRAWINGS AND OTHER a a,b,c - SWITCHING DESIGNATIONS NUMBER OF (3TRADELEG TRADE DRAWINGS FOR COORDINATING LOCATIONS. LETTERS EQUALS NO. OF GANGED DSD 771 DUCT SMOKE DETECTOR FUSED DISCONNECT SWITCH AMP RATING AS B project SWITCHES INDICATED ON ELECTRIC EQUIPMENT AND L. PROVIDE ALL WORK IN ACCORDANCE WITH UTILITY REQUIREMENTS. CONTROL SCHEDULE. NUMBER INDICATES O DIMMERN. MOUNT (INCANDE ENT), 1 0 VOTE T,FLUSH STx SMOKE DETECTOR, BEAM TYPE TRANSMITTER ITEM ON SCHEDULE. FIXTURE TYPE M. ORFOINISTALL OCCUPANCY SENSOR TYPES WITH COVERAGES THAT MATCH SPECIFIC ROOM VINEYARD VIEW COMBINATION FUSED DISCONNECT SWITCH AND NUMBER INDICATES CIRCUIT A 600 WATT MAGNETIC STARTER AMP RATING AS INDICATED AC w1 N. PROVIDE INDIVIDUAL CATV BRANCH CIRCUITING FROM EACH CATV OUTLET TO CATV D -f- B - 1000 WATT ON ELECTRIC EQUIPMENT AND CONTROL frh MAIN DISTRIBUTION FRAME. C 1000 WATT 3-WAY sRX SMOKE DETECTOR, BEAM TYPE RECEIVER SCHEDULE. NUMBER INDICATES ITEM ON D - 1500 WATT SCHEDULE. 0. TELEPHONE SYSTEMS PROVIDE CABLING CALLED FOR FROM TMDF TO EACH TELEPHONE County Road 48 . MOUNTING HEIGHT & MISC. INFO. OUTLET AND TERMINATE WITH PROPER CONNECTORS. Greenport, NY 11944 E - 800 WATT - MAGNETIC LOW VOLTAGE EQUIPMENT CONNECTIONREFER TO ELECTRIC RTS REMOTE DUCT SMOKE DETECTOR TEST STATION P. DATA SYSTEMS PROVIDE CABLING CALLED FOR FROM TMDF TO EACH DATA OUTLET seal ®p FLUORESCENT DIMMER SWITCH, 120 VOLT, EQUIPMENT AND CONTROL SCHEDULE FOR NUMBER INDICATES CIRCUIT�_ AND TERMINATE WITH PROPER CONNECTORS. a,b,c FLUSH MOUNTED SUBSCRIPTS INDICATE TYPE: SIZE. NUMBER INDICATES ITEM ON SCHEDULE. 3 ��-----�� Q. RISER DIAGRAMS ARE DIAGRAMMATIC ONLY; WIRE AND DEVICE QUANTITIES, SIZES, TYPES CONTACTOR 3 - THREE WAY DIMMER SWITCH ALARM SIGNAL, AUDIBLE AND VISUAL P1 SHALL BE AS CALLED FOR IN CONTRACT DOCUMENTS. P� N L. D y ® �F q cod �_ O a,b,c - SWITCHING DESIGNATIONS NUMBER OF R. SLEEVE AND SEAL ALL WALL AND FLOOR PENETRATIONS. PROVIDE APPROPRIATE FIRE STOPPING FOR ALL FIRE RATED PENETRATIONS. r = t LETTERS EQUALS N0. OF GANGED SWITCHES [DI VISUAL SIGNAL DEVICE NOTE. DESIGNATION COMPLETE ELECTRICAL CONNECTION TO TYPICAL FOR ALL DEVICES AND HOMERUNS S. COORDINATE EXACT LOCATION OF ALL WIRING ROUTES, EQUIPMENT AND DEVICES WITH DUPLEX RECEPTACLE, 20 AMP, 125 VOLT TT EQUIPMENT OTHER TRADES. SUBSCRIPTS INDICATE TYPE: "" DH MAGNETIC DOOR HOLDER T. MAINTAIN SERVICE CLEARANCES OF ALL EQUIPMENT. ADVISE OTHER TRADES OF SERVICE ��A 06 AC - ABOVE COUNTER ACCESS CONTROL CLEARANCES AND ENSURE NO SERVICES OR TRADES RUN THROUGH SERVICE AREA. Fl ssloNP� ✓ IG - ISOLATED GROUND RESCUE ASSISTANCE UC - UNDER THE COUNTER SH SMOKE HATCH U. BATHROOM EXHAUST FANS SHALL BE ENERGY STAR LABELED. I WP - WEATHER PROOF SYMBOL DESCRIPTION V. date description SYMBOL DESCRIPTION V. ALL LUMINAIRES WITHIN DWELLING UNITS SHALL BE ENERGY STAR LABELED. SINGLE RECEPTACLE 20 AMP, 125 VOLT EC ELEVATOR CAPTURE W. ALL EXTERIOR LIGHTING SHALL BE CONTROLLED VIA PHOTOCELL. PHOTOCELL CAN BE INTEGRAL TO 1 03/14/19 Issued for Construction THE FIXTURE OR A CENTRAL BUILDING PHOTOCELL, REFER TO SCHEDULES AND PLANS. RAM RESCUE ASSISTANCE MASTER STATION X. ALL OCCUPANCY SENSORS SHALL BE PROVIDED WITH AUXILLARY CONTACT FOR USE BY DUPLEX RECEPTACLE, GROUND FAULT CIRCUIT FACP FIRE ALARM CONTROL PANEL MECHANICAL CONTRACTOR. R INTERRUPTING TYPE ITS-771 ACCESS SYSTEM CONTROL PANEL RAS RESCUE ASSISTANCE REMOTE STATION Y. REFER TO STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL BRACED WALL PANELS (SHEAR WALLS). COORDINATE WITH STRUCTURAL ENGINEER FOR PENETRATION REQUIREMENTS IN THE FAAP FIRE ALARM ANNUNCIATION PANEL PANELS. QUAD RECEPTACLE 20 AMP, 125 VOLT DRPS DOOR RELEASE, POWER SUPPLY I r RESCUE ASSISTANCE ILLUMINATED SIGN FSD FAN SHUT DOWN (CEILING OR WALL MOUNTED) DUPLEX RECEPTACLE, 20 AMP, 125 VOLT SPILT WIRED. Ds ELECTRIC DOOR STRIKE AMM ADDRESSABLE MONITOR MODULE MIN 80" AFF TO BOTTOM OF FLOOR BOX, FLUSH MOUNTED. PROVIDE WITH DC DOOR CONTACT DEVICE LENS AND MAXIMUM OF 96" AFF TO TOP OF DEVICE LENS WARNING & SIGNAL FF II ICES, AS INDICATED. ACM ADDRESSABLE CONTROL MODULE FIXTURE/SIGNS CENTERED F 0 PUSH BUTTON ❑K KEYPAD FINISHED CEILING ABOVE DOOR SD SMOKE DAMPER HORN/LIGHT�� ® EX�IT RE REQUEST TO EXIT SENSOR title Q TELEVISION OUTLET TS TAMPER SWITCH PC PHOTOELECTRIC CONTROL PR PROXIMITY READER AND BACKBOX PULL STATION3 FROM EDGE GENERAL NOTES WF PADDLESPRINKLOR PRESSURE SWITCH TYPE)WATERFLOW SWITCH WITHIN 5' OF OF BASE MAX. A N D SYMBOLS - TC DIGITAL TIME CLOCK LIGHT DOOR LATCH SINGLE STATION SMOKE DETECTOR - SELECTIVE ENTRY (INTERCOM) SYSTEM SWITCH OPERABLE ' " ELECTRICAL OS CEILING MOUNTED OCCUPANCY SENSOR VOSS SUBSCRIPT 'V' INDICATES VISUAL ALARM WALL PHONE--- PART OF 1 ABOVE STROBE SYMBOL DESCRIPTION � COUNTER MAX. SINGLE STATION CARBON MONOXIDE DETECTOR46" RECEPTACLE DEVICE _ QE EMERGENCY SHUTDOWN PUSH BUTTON V®SS SUBSCRIPT 'V' INDICATES AMBER VISUAL ALARM ( ) CEILING MOUNTED SPEAKER TEL/COMM 4'-0" 4'- 1-0 WALL MOUNTED SPEAKER 0" STROBE O3 REFERENCE TO DRAWING NOTE TL + drawn by: DPK ® CARBON MONOXIDE DETECTOR 1�_6" ��lchecked by: ERB FINISHED FLOOR 3❑ REFERENCE TO DEMOLITION NOTE CARBON DIOXIDE VISUAL ALARM SIGNALVISUAL. IM C1 INTERCOM (DOOR ENTRY) MASTER STATION scale: 1/8"= V-O" (NO.1) C PROVIDE PLAIN WHITE DEVICE WITH SIGN DETAIL NOTES: project number: 10002 HH HAND HOLE STTINBELOWGTHE ODALARM" MOUNTED ON WALL g ^ DOORBELL 1 . MOUNTING HEIGHTS TO CENTER OF OUTLETS UNLESS OTHERWISE NOTED. IN MASONRY CONSTRUCTION scaled inch THE ABOVE MOUNTING HEIGHTS SHALL BE USED FOR REFERENCE TO NEAREST BLOCK OR BRICK sheet number IC INTERCOM SUBSTATION COURSING 2. THE ABOVE MOUNTING HEIGHTS SHALL BE ADHERED TO UNLESS SPECIFICALLY NOTED OR DETAILED COMM . BUILDING OTHERWISE ON THE DRAWINGS OR SPECIFICATIONS ENGiNEERiNG Mechanical/Electrical Engineering Consultants M/E Project#170412 Rochester I Buffalo I Syracuse I Schenectady 150 N.CHESTNUT ST. 585.288.5590 ? ROCHESTER NY 14604 www.meengineenng.com BEATTY HARVEY COCO A RC H I T E C T S , LLP NEW YORK I MARYLAND 1300 Wait tman Road, New York, 11747 p:(631)300-1010 -48 owner/developer Conifer Realty D D 1000 University Avenue Suite 500 1 Q21 Rochester, NY 14607 585.324-0500 ® civil engineer C/d C/d C/d C/d LKMA437&405 017 017 017 017 South Country Road Brookhaven,NY 11719 A/e 631.286.8668 m.e.p. &f.p. OFE/c FE/NL M/E Engineering, P.E. 17 �S c,d,e 0 GENERAL NOTES: B 150 North Chestnut Street 17 Rochester, NY 14604 A. CONNECT BATTERY PACK EMERGENCY LIGHTS TO LOCAL LIGHTING 585.288.5590 CIRCUIT AHEAD OF ALL SWITCHING. PC2-17 B. WHERE A MOMEMTARY SWITCH IS INDICATED FOR CONTROL OF structural engineer LIGHTING IN A ROOM, THE OCCUPANCY SENSOR IS TO BE USED C/d C/d C/d C/d TDM Consulting Engineering 017 017 017 017 AS A VACANCY SENSOR. PROVIDE MOMENTARY SWITCHES AS 550 North County Road,Suite INDICATED FOR MANUAL ON AND AUTOMATIC OFF CONTROL OF Saint James, NY 11780 LIGHTS IN AREA. REFER TO WIRING DIAGRAM ON DRAWING 631.686.5234 P E-502. Q 3 S 3 C. PROVIDE CONNECTION OF ALL NIGHT LIGHT FIXTURES TO LOCAL c,d LIGHTING CIRCUIT AHEAD OF ALL SWITCHING. C/b 0 C D. CONNECT ALL EXIT SIGNS TO PC2-22. key 19 018 FB 19 TRUE9 ifflML NORTH C/b C/b C/b C/b 018 018 018 018 DRAWING NOTES: 01 PROVIDE SITE LIGHTING CONTROL CONTACTOR AND PHOTOCELL. REFER TO DETAIL ON DRAWING E-4.01. COORDINATE WITH SITE CONTRACTOR. REFER TO SITE PLAN ON DRAWING E002. Iew■ FE/a FE/NL FE/a C/b FB �2 PROVIDE COMMUNITY BUILDING EXTERIOR LIGHTING CONTROL 018 0 18 018 19 CONTACTOR AND PHOTOCELL. REFER TO DETAIL ON DRAWING E-4.01. CONNECT ALL EXTERIOR COMMUNITY BUILDING WALL MOUNTED FIXTURES TO BE CONTROLLEDBY PHOTOCELL AND (0 CONTACTOR. 0 PC2-19 C/b C/b C/b C/b project 018 018 018 018 018/b VINEYARD VIEW 018 p arb PC2-21 County Road 48 Greenport, NY 11944 2-10, 1-010EG PC2-20 2 f I/a I/b seal D 21 FB/a 20 FB/a FE g �� OF Eta, C9 -qN q y L. D 120 CO 20 PC2-19 13 VS _ `, ce ®� VS a b M FE a'b ,lE� : .':Ny (1 CC p L 020 .9 �DrCSSIONP� ✓ FB/a FB/a 20 20 D FB I/ I E issued date description �- 21 > 19 1 03/14/19 Issued for Construction O PC ° 0 J O PC FE OS 19 B/b FE/NL 20 020 020 D b a I/a E 20 19 19 20 ° 20 ° _ El co ❑VS ® VS title a b I/b C C CQ COMMUNITY 0 020 BUILDING — FE/NL FB 19 FB 9 I® 0 FIRST FLOOR — 20 LIGHTING F7 S 020 ®� 420 0 0 - D621 D621 drawn by: DPK checked by: ERB scale: 1/4"= V-0" project number: 10002 ® ® scaled inch sheet number COMMUNITY BUILDING -FIRST FLOOR PLAN -LIGHTING ECB1.01 SCALE: 114"=1'-0" COMM . BUILDING COMMUNITY BUILDING FIRST FLOOR PLAN -LIGHTING E-CB1.01 SCALE: 1/4"=l'-O" + + + + I H El 001 ;t ENGiNEERiNG r.® ► Mechanical/Electrical Engineering Consultants WE Project#170412 '-•�^ '"•� Rochester Buffalo I Syracuse I Schenectady 150 N.CH ESTNUT ST. 585.288.5590 ROCHESTER NY 14604 www.meengineedng.com BEATTY HARVEY COCO A RC H I T E C T S , LLP NEW YORK I MARYLAND 1300 Walt Whitman Road, New York, 11747 p:(631)300-1010 GENERAL NOTES: owner/developer Conifer Realty 6 WP WP 6 A. COORDINATE EXACT LOCATIONS OF CAMERAS WITH OWNER 1000 University Avenue Suite 500 GFI GFIR IN FIELD PRIOR TO ROUGH-IN. Rochester, NY 14607 324-0500 6 F 6 F AC civil engineer GFI 5LKMA 7 437&405 PC2-6 A PC2-5 South Country Road Brookhaven,NY 11719 G15 631.286.8668 ® J 10 El m.e.p. &f.p. 7 LE- 41WE Engineering, P.E. B 150 North Chestnu Street Rochester, NY 14604 PC2-8 q PC2-4 DRAWING NOTES. 585.288.5590 M AHU-2 GF I DSS-HP-3 4 0 PROVIDE 2-*10, 1--10EG FOR DRYER CIRCUITS. structural engineer 0 PROVIDE 4'x4'x1/2" PLYWOOD PHONE BOARD WITH BOTTOM 48"AFF. TDM Consulting Engineering PC2- 39 550 North County Road,Suite E 7 REF 3 13 39 WP 3O PROVIDE TEL/DATA AND POWER FOR MAINTENANCE DESK. COORDINATE Saint James, NY 11780 GFI EXACT LOCATION. 631.686.5234 39 ® PROVIDE 120V, 1-PHASE, 20 AMP CIRCUIT FOR FUTURE CEILING FAN. PROVIDE 9DSS-HP-2 AHU-3 F J J 48" SWITCH FOR CONTROL OF FUTURE CEILING FAN CIRCUIT. F 39GF1 J O5 PROVIDE 120V CIRCUIT FOR AIR COMPRESSOR. COORDINATE WITH key Ts 8 14 PLUMBING CONTRACTOR. TRUE 9 PC2-39 WF © PROVIDE ACCESS CONTROL PANEL AT THIS LOCATION. PROVIDE 120 VOLT NORTH TS CIRCUIT AND CONNECTION OF PANEL AS CALLED FOR BY MANUFACTURER. PC2-37 481' WF PC2-14 O7 UNLESS OTHERWISE NOTED MOUNT ALL OUTLETS IN THIS ROOM 48" AFF. 12110- 39 0 ® PROVIDE POWER FOR FUTURE IRRIGATION SYSTEM. - J FIREPLACEO9 PROVIDE 120V CIRCUIT FOR DAMPERS. COORDINATE WITH MECHANICAL ® 10 �S 10 —0 ®�( PC2-10 CONTRACTOR. MI0N a O PROVIDE CONNECTION OF DOOR OPERATORS AND ASSOCIATED CONTROL BP-1 7 STATIONS. COORDINATE WITH SUPPLIER. PC2-12 DWH-2 CU-DSS-30 12 11 PROVIDE QUAD RECEPTACLE FOR DVR, CAMERA P.S. AND MONITOR. 12 FOR LAUNDRY CARD READER, COORDINATE EXACT LOCATION IN FIELD. PC1-24,25,26,27 project 13 PROVIDE 120V, 1-PHASE, 20 AMP BRANCH CIRCUIT TO THERMOSTAT GATEWAY. 9 PC2-9 22 AHU-1 13 14 VINEYARD VIEW PC1 DSS-HP-3 6' AFF 9 11 TV 11 1 M 11 F PC2-11 Wp ERV-1 M 17 2 F PC2-13 County Road 48 Greenport, NY 11944 GFI 17 4811 O AHU-1 14 17 GFI 2 A 8 ODSS-HP-2 seal 48" GFI DVR 13 PC2-14 OF N 231 25 3 9 PR 0 G'�P ?�PN�L, C) PC2 1 h - P ��19 DS FPC1 ,, , ERHC 1 P Y� � 48 r� I i - GFI F 1 w �. ❑s 13 E C1 14& �Fa o 74 G` 0 �CSSIONP� ✓ PC1-19 r1 E issued date description F F DSS-HP-1 GROUND AHU_3 - F C2-1 C2-1 1 03/14/19 Issued for Construction GRID 0 PC1-18 19 ® 48" :13]O GFI CU-DSS-20 18 6' AFF 18 19 O 30 - 2 16 14 TV 15 30A-2P PC1-2,4 8 30A-2P PC1-10 PR 16 15 14 12 J DS - D D D D D PC1-12,13,14,15,16 '9 r M F PC1-23 ELECTRIC AHU-2 2 23 PC1-9,110 METER DSS-HP-1 30A-2P F (CT CABINETL 0 REQUIRED IF SERVICE OVER PC2-2 300A - 28"X36"X10"D 23 PC1-22 M -2 1-5,7 P -6,8 MUST HAVE 3' CLEAR ON DSS-HP-2 30A-2P 30A-2P ALL SIDES OF METER PC2-1 0 0 0 0 48" AND CT CABINET WP p p 2 12 GFI 20 20 GFI ❑s 2 PC1-21 WP title 2 1 DS 20 � GFI M � 10 PR GF PC1-20 F F PR 77 COMMUNITY CU-DSS-1 "VV BUILDING - FIRST D 23 PC,-28 FLOOR - POWER 48" 4$" AND SYSTEMS FACP GFI GFI F 2 0 2 0 10 F 20 20 k 1 - 1 6WP -� drawn by: DPK 23 GFI ' <4WP checked by: ERB scale: 1/4"= 1'-0" project number: 10002 ® ® scaled inch sheet number COMMUNITY BUILDING -FIRST FLOOR PLAN -POWER AND SYSTEMS EC61.02 SCALE: 1/4"=1'-0" COMM . BUILDING cl • ENGiNEERiNG Mechanical/Electrical Engineering Consultants 120/240V C M/E Project#170412 CIRCUITS (- EXTERIOR Rochester I Buffalo I Syracuse I Schenectady 150 N.CHESTNUT ST. 585.288.5590 , ,�q I LIGHTING FIXTURES ROCHESTER,NY 14604 www.meengineenng.com �a� �Ls I � I C BEATTY HARVEY COCO G SLOPE FINISH GRADE PROVIDE FRAME AND DESIGNATED ARC H I T E C T S , LLP HAND AWAY FROM COVER. COVER; AS SPECIFIED. NEW YORK I MARYLAND AI _ 1A 1300 Walt Whitman Road, New York, 11747 • OFF C TO SERVICE ENTRANCE � p: 631)300-1010 EQUIPMENT GROUND owner/developer 1 120V,20A PC BUS. AUTO ��� /� Conifer Realty CIRCUIT 10'-0" (TYP) vn GROUT FRAME. 1000 University venue Su to 500 N 0 0 0 0 0 585.324-0500 G 5'-0" (TYP) O D _ TWO (2) COURSES civil engineer (MIN.) BRICK. PLACELKMA 4------------- -------------- ADDITIONAL BRICK AS : 437&405 REQUIRED TO BRING South Country Road NOTES FRAME UP TO PROPER DO NOT LOCATE Brookhaven,NY 11719 HANDHOLES IN FINISH GRADE. 631.286.8668 � / BOON INSULATED COPPER VEHICULAR TRAFFIC Ol CONNECT TO CIRCUIT AS INDICATED ON PLANS AND PROVIDE CIRCUIT BREAKER LOCK. AREAS. CONDUCTOR INSTALLED . . &f. IN PVC RACEWAY. PROVIDE 2' X 2' X 4' m.e.p p B / M/E Engineering, P.E. -'- �� / HANDHOLE B 150 Noah Chestnut Street EXTERIOR LIGHTING CONTROL WIRING DIAGRAM *4/0 BARE COPPER 4" X 10" KNOCKOUTS. Rochester 58, NY 14604 5 288 5590 1 GROUNDING CONDUCTOR. TWO (2) ON ALL FOUR SCALE: NTS INSTALL 1'-0" MIN. SIDES. BELOW FINISHED GRADE structural engineer (TYP). TDM Consulting Engineering g / 550 North County Road,Suite / :Y4" 0 X 10'-0" COPPERWELD Saint James, NY 11780 GROUND ROD. DRIVE FULL LENGTH 631.686.5234 PAVING OR TOPSOIL TO / INTO GROUND. TOP OF ROD TO ` a - z 0 12" MIN. BELOW FINISHED GRADE MATCH SITE CONDITIONS MYLAR TAPE WITH WORDING: "CAUTION - BURIED ELECTRIC (TYP). LINE BELOW" FINISH GRADE 12" OF *2 CRUSHED key STONE BELOW HANDHOLE. EXTEND MINIMUM OF 6 DETAIL NOTES: AROUND OUTSIDE EDGE. TRUE NORTH C A. AT POINT OF ENTRANCE TO FACILITY, PROVIDE SOLDER BLOCK IN GROUNDING — — — — ELECTRODE CONDUCTOR. SEAL CONDUIT TO CONDUCTOR 1OCX WATERPROOF. IC 6" B. GROUNDING ELECTRODE CONDUCTOR SHALL BE: �1 — NO ROCKS, DEBRIS IN 1. MINIMUM SIZE 2/0 COPPER FOR 400A SERVICE. -101310 BACKFILL 2. SIZE 4/0 FOR OVER 400A SERVICE. ., �a C. PROVIDE ADDITIONAL RODS AND INTERCONNECTIONS AS NECESSARY DETAIL NOTES:A. ALLOW SUFFICIENT SLACK CABLE SO SPLICES CAN BE MADE ABOVE O TO OBTAIN SPECIFIED OR UTILITY MAXIMUM RESISTANCE TO GROUND COMPACT BACKFILL TO WHICHEVER IS LESS. GRADE OUTSIDE OF HANDHOLE. LOWER SPLICE AND SLACK CABLE INTO ° HANDHOLE IN A NEAT ARRANGEMENT. 30" MATCH SURROUNDING MINIMUM CONDITIONS ° 5 ELCTDE�GR�OUN EROD GRID HANDHOLE DETAIL project PROVIDE 3" SAND BED SCALE: NTS ALL AROUND CONDUIT SCALE: NTS VINEYARD VIEW SCHEDULE 80 PVC D}- CONDUIT UNLESS p OTHERWISE SHOWN ON PLANS County Road 48 Greenport, NY 11944 7%2" MINIMUM SPACING seal DETAIL NOTES:A. GROUNDED SERVICE ENTRANCE , READ THE SPECIFICATIONS. CONDUCTOR CONDUCTORSB. REPAIR ALL SETTLEMENT. ELECTRIC METERS MOUNTED TO THE EXTERIOR OF THE BUILDINGS N L1 L2 ` OA o TYPICAL DIRECT BURIED CONDUIT DETAIL �OrCSS�ONP� 2 SCALE: NTS 0 0 issued date description 4 O O O HOUSE 5 ® POWER 1 03/14/19 Issued for Construction LOAD I MAIN O O CENTER I CIRCUIT MYLAR MARKING TAPE BREAKER WITH MAGNETIC STRIP AND WITH WORDING: — I "CAUTION - ELECTRIC _ LINE BURIED BELOW" ��---�`---- - - -� -- FIRST FLOOR ELEVATION o O O �� �� ���� �� • BURIED AT 6" BELOW ---"----"---- - - --------------- -�- I o GRADE INCOMING BFE FLOOD ELEVATION FINISHED GRADE ____________________ CONDUITS GRADE NEUTRAL GROUND ASPHALT PAVEMENT SECTION BUS BUS TO MATCH EXISTING Ui L z (1 0) 0 ° �o! , oo� n �o. ao., o o°o ° z STONE BASE COURSE ° ° W ° � _ SEA LEVEL SERVICE ENTRANCEDISCONNECTING MEANS COMPACTED, SELECT BACKFILL _ 1 ED 111= =ll�= = GENERAL NOTES. •6 REBAR (TYP) °. - N A. DIMENSIONS OF EQUIPMENT MAY VARY DEPENDING ON EQUIPMENT title O O `" SUBMITTED AND APPROVED. VERIFY EXACT DIMENSIONS IN FIELD WITH CONCRETE a•. DETAILS - APPROVED SHOP DRAWINGS. REBAR PLACEMENT STRAP B. METERING EQUIPMENT SHALL BE PROVIDED AS APPROVED BY THE DETAIL NOTES: ELECTRICAL CONDUIT(S) - SIZES AS INDICATED `� UTILITY COMPANY. METERING INSTALLATION, MOUNTING HEIGHTS, a ETC., SHALL BE AS APPROVED BY THE UTILITY. O GROUNDING ELECTRODE CONDUCTOR. PROVIDE INSULATED COPPER CONDUCTOR PER CONDUIT CRADLES SPECIFICATIONS. IF NO SIZE IS SPECIFIED, PROVIDE INSULATED COPPER Q N C. LAYOUT SHOWN IS APPROXIMATE AND MAY VARY PER BUILDING. CONDUCTOR SIZED PER N.E.C., TABLE 250-66. INSTALL IN RIGID, SCHEDULE 40, PVC RACEWAY. UNDESTURBED d ' D. MAINTAIN ALL CLEARANCES FROM WINDOWS, A/C UNITS, GAS SERVICES, EARTH 2 ETC., AS CALLED FOR BY UTLITY. O METAL UNDERGROUND WATER PIPE IN DIRECT CONTACT WITH EARTH FOR 10 FEET GJ OR MORE. SHALL BE SUPPLEMENTED BY ITEMS 3 & 4. � E. PROVIDE %q" MINIMUM OUTDOOR PLYWOOD FRAMED WITH "J" CHANNEL -� drawn by: DPK TYP. WITH EXPOSED AREAS COVERED WITH SIDING AND CAULKING. SECURE O MADE GROUNDING ELECTRODE. REFER TO MADE GROUNDING ELECTRODE-GROUND WITH 8 PENNY COMMON NAILS AT 3" INTERVALS. COORDINATE WITH GRID" DETAIL & SPECIFICATIONS. G.C. FOR 2X4 CROSSBRACES REQUIRED. SECURE METER BOXES TO PLYWOOD checked by: ERB DETAIL NOTES: AS REQUIRED BY UTLITY COMPANY. ® MAIN BONDING JUMPER. PROVIDE INSULATED COPPER CONDUCTOR 1 = 1. FOR CCNDUIT ENTRANCE THROUGH OR INTO A BUILDING OR OTHER STRUCTURE DRILL F. METERS SHALL NOT BE INSTALLED BELOW THE BFE ELEVATION. PER N.E.C. ARTICLE 250-28. scale: /81 1'-0" AND GROUT THE FOUR REBARS INTO THE STRUCTURE (4" MIN.). INSTALL METERS IN ACCORDANCE WITH UTILITY COMPANY REQUIREMENTS. O BOND GROUND BUS TO EQUIPMENT ENCLOSURE WITH BARE COPPER BONDING project number: 10002 2. ALL TURNS/BENDS SHALL BE WITH LARGE RADIUS (4' MINIMUM) ELBOWS. COORDINATE WITH UTILITY. JUMPER PER N.E.0 ARTICLE 250-28. scaled inch sheet number TYPICAL CONCRETE ENCASED DUCTBANK DETAIL- PAVED AREAS ELECTRIC METER ELEVATION DETAIL SERVICE ENTRANCE GROUNDING COMM . BUILDING SCALE: NTS SCALE: NTS SCALE: NTS �+-- +2 +34� +5 +6 + �- 9- E4 . 01 ENGiNEERiNG Mechanical/Electrical Engineering Consultants UL LISTED GROUND CLAMP WE Project#170412 Lu AND EQUIPMENT BONDING JUMPER Rochester I Buffalo I Syracuse I Schenectady PAVING OR TOPSOIL TO 150 N.ROCHESTER,CHESTNUT ST. 585.288.5590 MATCH SITE CONDITIONS ROCHESTERNy14604 www.meengineering.com �7.iarti�d€ai vwR DETECTABLE WARNING TAPE WITH WORDING: "CAUTION - 1 BURIED ELECTRIC LINE BELOW" FINISH GRADE BEATTY HARVEY COCO ARCHITECTS , LLP (MIN-MAX) NEW YORK I MARYLAND 0 1300 Walt Whitman Road, New York, 11747 — +A p:(631)300-1010 _— 611 owner/developer _++ NO ROCKS, DEBRIS IN n_' 1000 University Avenue Suite 500 Conifer Realty BACKFILL JUNCTION BOX Rochester, NY 14607 = _ IN EXHAUST FAN 585.324-0500 COMPACTED, SELECT BACKFILL 0 8 N (COORDINATE WITH SITE REQUIREMENTS) WHITE civil engineer 30" MINIMUM 120V BLACK a— LKMA 437 &405 REDSouth Country Road O Brookhaven,NY 11719 PROVIDE 3" SAND BED "20'-0" 8 RED O 631.286.8668 ALL AROUND CONDUIT BLACK m.e.p. &f.p. WALL MOUNTED SWITCH FOR 3 NDUIT. g o Ml OE North ChesinT�St� Et -f- 6�� . . DETAIL NOTES WHITE 6 INTEGRAL LIGHTS (EF-1 ONLY) - Rochester, NY 14604 �1 UTILITY POLE. BLACK 585.288.5590 TO DOWN LIGHT O2 TERMINATE RACEWAY AT EXACT HEIGHT DICTATED BY UTILITY engineer COMPANY.(PROVIDE MINIMUM OF 5 PIPE STRAPS) structural en TYPICAL CONDUIT (SCHEDULE 80 PVC) TDM Consulting Engineering g (NUMBER OF CONDUITS SHALL BE AS O3 TERMINATE AND CAP SPARE RACEWAY. 550 North County Road,Suite INDICATED ON THE PLAN) Saint James,NY 11780 DETAIL NOTES ® MINIMUM 3'-8" BELOW GRADE. 631.686.5234 A. REFER TO THE SPECIFICATIONS. �5 TWO (2) 4" PVC, SCHEDULE 80 CONDUITS DIRECT BURIED. DETAIL NOTES: 6 FINISHED GRADE. A. PROVIDE (1) TOGGLE SWICH TO CONTROL INTEGRAL LIGHTS B. REPAIR ALL SETTLEMENT. WHERE SHOWN ON PLANS. C. MINIMUM TOP SOIL - 6". O7 PVC TO RIGID GALVANIZED STEEL CONDUIT ADAPTER. key TRUE D. WHERE ADDITIONAL CONDUITS ARE REQUIRED, INCREASE TRENCH ® TWO (2) 4" GALVANIZED STEEL CONDUITS. NORTH ❑ WIDTH AND INSTALL CONDUITS WITH 3" MINIMUM SPACING. C @9 90 DEGREES X 60" RADIUS SWEEP ELBOWS. UTILITY POLE - PRIMARY ELECTRIC BATHROOM EXHAUST FAN WIRING TYPICAL DIRECT BURIED CONDUIT DETAIL CONDUIT RISER DETAIL DIAGRAM "; nc 1 2 3 ° O Q project VINEYARD VIEW County Road 48 Greenport, NY 11944 AS REQ'D. BY AS REQ'D. BY seal XFMR./SWITCH ��XFMR./SWITCH SIZE SIZE OF NE �P� CPN °,1 cn� 11J 9748 COVER COORDINATE REQUIRED CABLE OPENING SIZE/ E LOCATION WITH APPROVED E issued date description TRANS FCRMER/SWITCH. 4 . 1 03/14/19 Issued for Construction cV = I O N o a r /— 5/g" X 10' LONG GROUND ROD INSPECTION PLATE EXOTHERMIC WELD GROUND (STEEL GRATING) ROD CONNECTION 9 ° o ' *2 CRUSHED 000 O O O o° °�'�"'0- STONE O° cP °O0 0 00 0 0000 00000 000 00 l OOoDO O0O0o 00�o 000�o FINISHED GRADE y F °°���°o°O°o° O°000°0 6" F ° 0080Op X00°00 *2 CRUSHED STONE 1" GR UND ROD CONCRETE CURB �- O TRANSFORMER 6" DIAMETER CAST IRON PIPE VAULT DETAIL NOTES title A. PRECAST CONCRETE SWITCH VAULT/PAD TO BE LAKELANDS PRECAST MC100 OPENING WITH MC101 ROOF. NO EQUALS WILL BE ACCEPTED PER RG&E STANDARDS. 00, DETAILS — B. SEAL ALL VAULT PENETRATIONS WATERTIGHT. ELECTRICAL C. LAST CONDUIT LENGTHS AT VAULT TO BE GALVANIZED RIGID STEEL (GRS) W DIA. x 10'- 0" COPPER CONDUIT. GROUND ROD D. PROVIDE 12" *2 CRUSHED STONE BASE (COMPACTED) BELOW & AROUND \ �� GROUND VAULT. WIRE �— (*2 BARE DETAIL NOTES. E. TOP OF PAD TO BE 6" ABOVE FINISHED GRADE. STD. CU.) �- F. PAD TO EXTEND 6" BEYOND TRANSFORMER ON 0 drawnb 1. PROVIDE INSPECTION PLATE & CAST IRON PIPE (NO PAVED SURFACES). ALL SIDES + Y DPK G. COORDINATE WITH NATIONAL GRID FOR EXACT VAULT SIZE. checked by: ERB DETAIL NOTES: scale: A. COORDINATE WITH NATIONAL GRID FOR EXACT REQUIREMENTS. project number: 10002 scaled inch TYPICAL GROUND ROD DETAIL PADMOUNT TRANSFORMER 6 TRANSFORMER GROUNDING DETAIL sheet number 4 5 COMM . BUILDING +6 +8 E4 . 02 ' ENGiNEERiNG j Mechanical/Electrical Engineering Consultants Q r I M/E Project#170412 Rochester I Buffalo I Syracuse I Schenectady jI 150 N.CHESTNUT ST. 585.288.5590 ROCHESTER,NY 14604 wwwrneengineering.com .#.t' Vii w7TaS air COAX 4 PR CAT 6 CABLE (TYPICAL) i TYPICAL APARTMENT O TYPICAL APARTMENT O BEATTY HARVEY COCO C1 C2 C3 C4 C5 C6 -------------------, "------------------ A R C H I I I 1 I I j I NEW YORK MARYLAND I CAT6 CABLE I I I I 1300 Walt Wh(tman Road, New York, 11747 (TYPICAL i FACPBLDG.) p:(631)300-1010 (COMMUNITY owner/developer 120V, 20A CKT NVR ZONE 1 Conifer Realty� CADFTO DMDF 0120V'20A 1000 University Avenue Suite 500 BOARD 6) CKT ------ O Rochester, NY 14607 585.324-0500 MOUSE MUNICIPAL DIGITAL MAIN TELEPHONE MONITOR TIE COMMUNICATION BOARD civil engineer KEYBOARD FAAP LKMA 437&405 TO UTILITY MANHOLE South Country Road DETAIL NOTES NOTIFICATION F F F Brookhaven,NY 11719 631.286.8668 A. NVR TO HAVE BUILT-IN POE SWITCH. 4" PVC, DIRECT BURIED m.e.p. &f.p. B. NVR SHALL BE ABLE TO OPERATE AS A WORK STATION TO CONTROL NOTES: M/E Engineering, P.E. B� ALL FUNCTIONS OF CCTV SYSTEM. g 150 North Chestnut Street O1 PROVIDE TV OUTLETS AS SHOWN ON PLANS AND INSTALL A COAX CABLE FROM 2-*18 TSP IN 1"C 2-018 TSP IN 1"C � Rochester, NY 14604 C. ANY WORKSTATION CONNECTED TO THE NETWORK SHALL BE ABLE TO EACH OUTLET IN EACH APARTMENT TO CATV BOARD. LEAVE SUFFICIENT SLACK FIRE ALARM LOOP FIRE ALARM LOOP 585.288.5590 MONITOR AND CONTROL CCTV SYSTEM VIA WEB ENABLED GRAPHICAL FOR FUTURE TERMINATION BY CABLE COMPANY. LABEL CABLES WITH APARTMENT (SEE SITE PLAN (SEE SITE PLAN FOR USER INTERFACE. AND ROOM NUMBERS. FOR ROUTING ROUTING) structural engineer D. PROVIDE WALL MOUNTED RACK AND/OR SHELVES FOR MOUNTING OF THE O PROVIDE TELEPHONE OUTLETS WHERE SHOWN ON PLANS AND PROVIDE A CABLE TDM Consulting Engineering DVR, MONITOR AND CONTROL EQUIPMENT. FROM EACH OUTLET TO PUNCH DOWN BLOCK AT TELEPHONE BACKBOARD. LABEL CABLES WITH 550 North County Road,Suite APARTMENT AND ROOM NUMBERS. Saint James, NY 11780 F � IN JUNCTION BOXES WIRING ONLY 631.686.5234 F CLOSED CIRCUIT TELEVISION (CCTV) :::!=SPRINKLER WF SYSTEM RISER DIAGRAM TELEPHONE/CATV RISER DIAGRAM 5 1 BLDG. FACP PANELS (TYP.) 3 120v, 20A 2 OCIRCUIT SYSTEM keyLEONG TRUE NORTH C I NOTES: C O1 PANEL SHALL BE EQUIPPED WITH ALL REQUIRED POWER SUPPLIES AND BATTERIES SIZED TO ACCOMMODATE ADA COMPLIANT VISUAL ALARMS IN ALL RESIDENT UNITS AS SHOWN ON PLANS. PROVIDE AND TERMINATE ALL WIRING REQUIRED FOR VISUAL - ALARMS IN ALL RESIDENT UNITS. VISUAL ALARMS WILL BE ADDED IN FUTURE AS REQUIRED BY UNIT OCCUPANT. O2 PROVIDE TWO PHONE LINES FROM DIGITAL COMMUNICATOR TO BUILDING PHONE BOARD. O O PROVIDE LOCKS FOR ALL CIRCUIT BREAKERS SUPPLYING FIRE ALARM EQUIPMENT. ® PROVIDE ADDRESSABLE HEAT DETECTOR, CONNECT TO SUPERVISORY ALARM CIRCUIT OF LING FACP. DETECTOR TO MONITOR LOW ROOM TEMPERATURE, project SET TO ALARM AT 40 DEGREES F. Two (2) CAT 6 (TYP.) O PROVIDE NETWORK SYSTEM INTEGRATORS AND ALL EQUIPMENT, WIRING, VINEYARD VIEW CONNECTIONS AND PROGRAMMING AS REQUIRED TO MONITOR REMOTE BUILDING FACP PANELS ON COMMUNITY BUILDING FACP. ANNUNCIATE REMOTE BUILDING FACP MAINTENANCE ALARMS (FIRE, TROUBLE & SUPERVISORY) ON COMMUNITY BUILDING PANEL. DO NOT p DESKTOP i OFFICE ACTIVATE COMMUNITY BUILDING A/V DEVICES ON ACTIVATION OF REMOTE BUILDING ALARMS. D L------- ' County Road 48 TWO (2) CAT 6 © PROVIDE ADDRESSABLE FIRE ALARM SYSTEM. tY (TYP.) Greenport, NY 11944 '----------------- MANAGERS seal© FIRE ALARM SYSTEM RISER DIAGRAM - p DESKTOP 1 i D i OFFICE COMMUNITY BUILDING �� of Eli, p DESKTOP 2 i SCALE NTS C-D`P O L. Ol'� I D I `� F p PRINTER/FAX \u i ,i m ; _ - c I I rn µxi Z ' � F - ------------- --� TWO (3) CAT 6 OA / 4` ^ (TYP.) f���Cs;10NP� E-� TO DMDF ACSP 120V issued date description (CAT6) 1 03/14/19 Issued for Construction TMD nMDF ,------------------ I 1 p COMPUTER DCP 2 I i I I (SEE PLANS FOR PR p COMPUTER i QUANTITY OF COMPUTERS) DRP 120V I I PR TEL/DATA TEL/DATA i I O DS O3 ROOM ROOM O COMMUNITY RM. i TYPICAL DOOR 120V RPS CONFIGURATION INTERIOR MOUNTED TYPICAL DOOR ------------------� DOOR OPERATOR O CONFIGURATION F = = BUTTONPUSH WITH DOOR TWO (2) CAT 6 ODS EXTERIOR MOUNTED �- OPERATOR (TYP.) DOOR OPERATOR F O GENERAL ONE LINE NOTES PUSH BUTTON A. WIRING INDICATED ON THE RISER DIAGRAMS IS DIAGRAMMATIC ONLY, AND IS NOT INTENDED TO INDICATE ROUTING OR QUANTITIES OF WIRES REQUIRED. PROVIDE WIRING FOR COMPLETE SYSTEMS AS REQUIRED BY title THE SYSTEM MANUFACTURERS. ALL DEVICES MAY NOT BE INDICATED ON DRAWING NOTES: RISER DIAGRAM; REFER TO FLOOR PLAN FOR QUANTITIES AND LOCATION DETAILS - OF DEVICES. O1 PROVIDE ALL HARDWARE, WIRING, CONNECTIONS AND PROGRAMMING AS REQUIRED SUCH THAT OPERATION OF INTERIOR (SECURE SIDE OF ELECTRICAL RISER DIAGRAM NOTES; DOOR) DOOR OPERATOR PUSH BUTTON UNLOCKS DOOR AND ACTIVATES DOOR OPERATOR. VALID CARD ACTUATES CARD READER WHICH UNLOCKS O1 PROVIDE 3/4" 4' HIGH PLYWOOD BACKBOARD PAINTED WITH GREY DOOR AND ALLOWS OPERATION OF EXTERIOR DOOR OPERATOR PUSH FIREPROOF PAINT. BUTTON. 20 PROVIDE 24 PORT, WALL MOUNTED AND HINGED PATCH PANEL. PROVIDE O CONNECT TO NEAREST 120V RECEPTACLE CIRCUIT. TYPICAL ALL DOOR 2'L x 1'W SHELF BELOW PATCH PANEL FOR OWNER PROVIDED RELEASE POWER SUPPLIES. EQUIPMENT. DEVICE FURNISHED BY HARDWARE SUPPLIER. 0 �- drawn by: DPK COMMUNITY BUILDING — checked by: ERB TELECOMMUNICATIONS RISER DIAGRAM ACCESS CONTROL SYSTEM RISER DIAGRAM scale: 4 SCALE NTS SCALE NTS project number: 10002 scaled Inch sheet number COMM. BUILDING +6 +8 j ENGiNEERiNG f U1 Mechanical/Electrical Engineering Consultants M/E Project#170412 C'00� Rochester I Buffalo I Syracuse I Schenectady PROVIDE RISER 150 N.CHESTNUT ST. 58S.288.5590 AT POLE AS ROCHESTER NY 14604 www.meengineenng.com DIRECTED BY THE PROVIDE CT CABINET UTILITY COMPANY AND METER AS DIRECTED BY THE UTILITY COMPANY BEATTY HARVEY COCO HIGH VOLTAGE HIGH VOLTAGE ARC H I T E C T S , LLP WIRING BY WIRING BY NEW YORK I MARYLAND UTILITY COMPANY PAD MOUNTED UTILITY COMPANY PAD MOUNTED TWO(2) SETS OF ALUMINUM T TRANSFORMER T TRANSFORMER 1300 Wait Whitman Road, New York, 11747 4-*500KCMIL, 1-*2/OEG IN 4" BY UTILITY COMPANY BY UTILITY COMPANY +A p:(631)300-1010 PVC IN DUCTBANK TWO(2) SETS OF ALUMINUM TWO(2) SETS OF ALUMINUM owner/developer 4-*250KCMIL, 1-*1 EG IN 4" 4-*250KCMIL, 1-*1 EG IN 4" PVC IN DUCTBANK PVC IN DUCTBANK Conifer Realty MC-A MC-B 1000 University Avenue Suite 500 FIRE HOUSE METER CENTER 208Y/12OV,30,4W, 22KAIC METER CENTER 208Y/12OV,30,4W, 22KAIC Rochester, NY 14607 PANEL 585.324-0500 (BY OTHERS) 8Y120V,3S6,4W 300/3 400/3 100A MCB r----------------------I civil engineer 120/208V, 3 ,4W i i 600/3 LKMA i 100 125 125 100 125 125 437&405 EP, T-S10-0- 250 i 2 2 2 2 2 2 South Country Road Brookhaven, NY 11719 3 i = = 631.286.8668 T- I 3*1/0,1*6EG ALUMINUM 3*2/0,1*6EG ALUMINUM 3*1/0,1*6EG ALUMINUM 3*2/0,1*6EG ALUMINUM -- 3- SE CABLE WITH SE CABLE WITH SE CABLE WITH TSE CABLE WITH m.e.p. &f.p. INSULATED INSULATED INSULATED INSULATED Engineering, P.E. SERVICE CONDUCTORS TO LOAD CENTERS CONDUCTORS CONDUCTORS TO LOAD CENTERS CONDUCTORS M/E/ENorth Chestnut Street ENTRANCE IN APARTMENTS IN APARTMENTS B 150 4*3/0, 1*6EG 4-*350KCMIL, GROUNDING 120/208V, 10,3W 120/208V, 10,3W Rochester,Chestnut 14604 ALUMINUM 1-*2EG ALUMINUM (REFER TO FLOOR PLANS (REFER TO FLOOR PLANS 585.288.5590 IN 3"C IN 4"C FOR QUANTITIES) FOR QUANTITIES) structural engineer GENERAL ONE LINE NOTES TDM Consulting Engineerin A. PROVIDE SERVICE ENTRANCE GENERAL ONE LINE NOTES= GENERAL ONE LINE NOTES: 550 North County Road,Suite? GROUNDING. REFER TO DETAILS ONSaint James, NY 11780 DRAWING E502. PS2 A. PROVIDE SERVICE ENTRANCE A. PROVIDE SERVICE ENTRANCE 631.686.5234 GROUNDING. REFER TO DETAIL *1 ON GROUNDING. REFER TO DETAIL *1 ON B. MEET ALL UTILITY COMPANY REQUIREMENTS. DRAWING E.502. DRAWING E.502. COORDINATE WITH UTILITY. 100A MCB B. METER SOCKETS FOR RESIDENTIAL 100A MCB B. METER SOCKETS FOR RESIDENTIAL C. PROVIDE MANUAL TRANSFER SWITCH AND 120/208V, 1�5,3W LOAD CENTERS SHALL BE RINGLESS 120/208V, 1�OW LOAD CENTERS SHALL BE RINGLESS key ASSOCIATED GENERATOR TAP BOX AS WITH HORN BYPASS. WITH HORN BYPASS. X ALTERNATE BID. TRUE NORTH CI- ONE LINE DIAGRAM - COMMUNITY BUILDING ONE LINE DIAGRAM - BUILDING TYPE A - TYPICAL ONE LINE DIAGRAM - BUILDING TYPE B - TYPICAL NO SCALE NO SCALE NO SCALE 0 0 0 0 HIGH VOLTAGE HIGH VOLTAGE HIGH VOLTAGE WIRING BY WIRING BY UTILITY COMPqTPAD MOUNTED UTILITY COMPANY PAD MOUNTED WIRING BY project UTILITY COMPANY PAD MOUNTED TRANSFORMER T TRANSFORMER T TRANSFORMER COMPANY UTILITY COMPANY BY UTILITY COMPANY BY UTILITY COMPANY VINEYARD VIEW TWO(2) SETS OF ALUMINUM TWO(2) SETS OF ALUMINUM TWO (2) SETS OF ALUMINUM 4-*250KCMIL, 1-*1 EG IN 4" 4-*250KCMIL, 1-*1 EG IN 4" 4-*500KCMIL, 1-*2/OEG IN 4" 0 MC-C PVC IN DUCTBANK MC-D PVC IN DUCTBANK PUMPMC-D PVC IN DUCTBANK D METER CENTER 208Y/12OV,30,4W, 22KAJC METER CENTER 208Y/12OV,30,4W, 22KAIC STATION METER CENTER 208Y/12OV,30,4W, 22KAIC 150A MCB + County Road 48 300/3 120/208V, 3Q,4W 600/3 400/3 Greenport, NY 11944 seal H Q H H H H H 1200 1225 1225 100 125 125 150 100 125 125 ` 0F�ND Y 2 2 2 3 2 2 2 co 3*1/o,1*6EG ALUMINUM 3*2/0,1*6EG ALUMINUM 3*1/0,1*6EG ALUMINUM 3*2/0,1*6EG ALUMINUM 3*2/o,1*6EG ALUMINUM SE CABLE WITH SE CABLE WITH SE CABLE WITH SE CABLE WITH SE CABLE WITH ,: r INSULATED INSULATED INSULATEDINSULATED INSULATED IN CONDUCTORS LOAD CENTERS CONDUCTORS CONDUCTORS TO LOAD CENTERS CONDUCTORS 4*250KCMIL, TO LOAD CENTERS CONDUCTORS �`<1 n069'1h 8 1 APARTMENTS IN APARTMENTS 1*4EG IN APARTMENTS o p P� (REFER 10,3W120/208V, 10,3W ALUMINUM 120/208V, 10,3W Ro�[SS�ON (REFER TO FLOOR PLANS (REFER TO FLOOR PLANS IN 3"C 3*1/0,1*6EG (REFER TO FLOOR PLANS FOR QUANTITIES) FOR QUANTITIES) ALUMINUM FOR QUANTITIES) SE CABLE WITH I E issued date description INSULATED GENERAL ONE LINE NOTES: GENERAL ONE LINE NOTES CONDUCTORS GENERAL ONE LINE NOTES 1 03/14/19 Issued for Construction A. PROVIDE SERVICE ENTRANCE H1 A. PROVIDE SERVICE ENTRANCE A. PROVIDE SERVICE ENTRANCE GROUNDING. REFER TO DETAIL *1 ON GROUNDING. REFER TO DETAIL *1 ON GROUNDING. REFER TO DETAIL *1 ON DRAWING E.502. DRAWING E.502. DRAWING E.502. 100A MCB B. METER SOCKETS FOR RESIDENTIAL 100A MCB B. METER SOCKETS FOR RESIDENTIAL 120/208V, 1�,3W LOAD CENTERS SHALL BE RINGLESS 100A MCB B. METER SOCKETS FOR RESIDENTIAL 120/208V, 1�,3W LOAD CENTERS SHALL BE RINGLESS 120/208V, 1�,3W LOAD CENTERS SHALL BE RINGLESS WITH HORN BYPASS. WITH HORN BYPASS. WITH HORN BYPASS. ONE LINE DIAGRAM - BUILDING TYPE C - TYPICAL ONE LINE DIAGRAM - BUILDING TYPE D - TYPICAL _ONE LINE DIAGRAM - BUILDING #7, TYPE D - TYPICAL NO SCALE NO SCALE NO SCALE Lk title ONE LINE DIAGRAMS - ELECTRICAL -� drawn by: DPK checked by: ERB scale: 1/8"= 1'-0" project number: 10002 scaled inch sheet number COMM. BUILDING L H E5 . 01 +4 + +6 .�� ENGiNEERiNG Mechanical/Electrical Engineering Consultants ® v M/E Project#170412 Rochester I Buffalo I Syracuse I Schenectady 150 N.CHESTNUT ST. 585.288.5590 •�, / pq,, g,g �y ROCHESTER NY 14604 www.meengineenng.com 14. ,rf ,i V ai iiF BEATTY HARVEY COCO A RC H I T E C T S , LLP LUMINAIRE SCHEDULE NEW YORK I MARYLAND 1 300 Walt Whitman Road, New York, 11747 TYPE IMAGE DESCRIPTION MFR. & CATALOG No. LAMP COLOR TEMP. FINISH VOLTAGE/BALLAST MOUNTING UNIT WATTS EFFICIENCY REFERENCE NOTES A p:(631)300-1010 A 51" X 10" LINEAR CEILING MOUNTED PROGRESS LIGHTING 35W LED 4000K WHITE 120V SURFACE 35W 103 owner/developer WHITE LED FIXTURE P7279-304OK8 80 CRI LUMEN/WATT Conifer Realty 1000 University Avenue Suite 500 Rochester, NY 14607 585.324-0500 B -_ 12.5" DIAMETER CEILING MOUNTED SEAGULL LIGHTING (2) 9.5W LED 3000K BRUSHED 120V SURFACE 19W 84 civil engineer SATIN BRUSHED NICKLE LED FIXTURE 77064EN3-962 90 CRI NICKEL LUMEN/WATT LKMA 437&405 South Country Road t�, l Brookhaven,NY 11719 631.286.8668 C 7.25" SURFACE MOUNTED DOWN LIGHT PROGRESS LIGHTING 17W LED 3000K WHITE 120V SURFACE 17W 67 m.e.p.&f.p. FIXTURE P8022-28-30K 90 CRI LUMEN/WATT WE Engineering, P.E. B ,R 150 North Chestnut Street Rochester, NY 14604 585.288.5590 D 9'W x 12.5"H EXTERIOR WALL PROGRESS LIGHTING: 17W LED 3000K ANTIQUE 120V WALL 17W 71 structural engineer MOUNTED ANTIQUE BRONZE DIMMABLE P6085-203OK9 90 CRI BRONZE LUMEN/WATT TDM Consulting as ereqLED LANTERN FIXTURE 5rtuntyR i Saint James, NY 11780 631.686.5234 E 24" X 9" LINEAR SURFACE MOUNTED PROGRESS LIGHTING 23W LED 3000K WHITE 120V SURFACE 23W 101 WHITE LED FIXTURE P7183-303OK8 80 CRI LUMEN/WATT key 101 TRUE NORTH F1 24" THREE LIGHT BRUSHED NICKLE SEAGULL LIGHTING: (3) 9.5W LED 3000K BRUSHED 120V WALL 28.5W 84 C BATHROOM FIXTURE 44941EN3-962 90 CRI NICKEL LUMEN/WATT • O FB 48" X 9" LINEAR SURFACE MOUNTED PROGRESS LIGHTING 38W LED 3000K WHITE 120V SURFACE 38W 100 C7 D WHITE LED FIXTURE P7186-3030K8 80 CRI LUMEN/WATT 0 project FE BRUSHEDDIAMETER NICKEL E ED FIXTURE FMSATLM MOUNTED A161GHTI208N30 BN 80 CRI 24W 3000K BNICKELRUSHED 120V STEM 24W 63 LUMEN/WATT VINEYARD VIEW W/ 3SHL6 BN 6" STEM ACCESSORY County Road 48 CFL 52" CEILING FAN WITH LED LIGHT KIT WESTINGHOUSE: 7247700 (2) 9.5W LED 3000K BRUSHED 120V STEM 19W Greenport, NY 11944 90 CRI NICKEL 800 LUMENS seal EA. COORDINATE BLADE COLOR WITH ARCHITEC OF NDE CO FD 24" X 9" LINEAR SURFACE MOUNTED PROGRESS LIGHTING 23W LED 3000K WHITE 120V SURFACE 23W 101 " WHITE LED FIXTURE P7183-303OK8 80 CRI LUMEN/WATT n ��0 691/ �CrCSSIO��P�" ✓ I 2X4 LED SURFACE LITHONIA: 2RTLX4 39W LED 3500K WHITE 120V SURFACE 39W 96 4000 LUMENS LUMEN/WATT E r r issued date description "" 1 03/14/19 Issued for Construction P LED FULL CUTOFF TRAPEZOIDAL GARDCO: 28W LED 3000K CUSTOM 120V SURFACE 28W 106 SCONCE, ALUMINUM HOUSING, TEMPERED 101L-16L-530-WW-G1-3- 2944 LUMENS LUMEN/WATT GLASS LENS, MEDIUM THROW UVV CUSTOM FINISH DISTRIBUTION, UL LISTED WET LOCATIO11 SELECTED BY ARCHITECT LUMINAIRE SCHEDULE NOTES: A. ALL FIXTURES SHALL BE ENERGY STAR RATED FF'' title SCHEDULES - ELECTRICAL G - —I drawn by: DPK checked by: ERB scale: 1/8"= 1'-0" project number: 10002 scaled inch sheet number COMM. BUILDING F z a ENGiNEERiNG GENERAL NOTES Mechanical/Electrical Engineering Consultants 1.ALL DEVICES PROVIDED BY THE DIVISION 16 CONTRACTOR. WE Project#170412Rochester I Buffalo I Syracuse I Schenectady ELECTRIC EQUIPMENT AND CONTROL SCHEDULE 2.ITEM NUMBER INDICATES EQUIPMENT NUMBER. 150 N ST. 585.288.5590 _ 3.A,LL DEVICES SHALL BE SURFACE MOUNTED UNLESS OTHERWISE NOTED. ROCHESTER,NCHESTNUT 14604 www.meengineering.com 4.PROVIDE OVERLOADS, SIZE AS REQUIRED, BY THE DIVISION 15 CONTRACTOR 5."AU" INDICATES CONTROL DEVICES IS LOCATED AT THE UNIT. 6."NF" INDICATES NON-FUSED. 7."IU" INDICATES INTEGRAL WITH UNIT. EQUIPMENT POWER SOURCE BEATTY HARVEY COCO PROTECTION & WIRING CONTROL DEVICES A R C H I T E C T S , L L P J } } -�>- Yo Yo xr NEW YORK I MARYLAND A o 00 o� Z� 3UJ W zF �o �m U� Nwo Nwo Nw_zo �z z az 1300 Walt Whitman Road, New York, 11747 �— MCA OR o°d o'-' zw a � > q p:(631 300-1010 POWER WIRING FROM PANEL TO o �� F= zW FoW w aW � r ao Qo o z x z oxen , w � 0 _ w ITEM DESIGNATION NAME ROOM LOCATION HP KW SYSTEM PHASE SYSTEM PANEL OR CONTROL CIRCUIT CONTROL UNIT POWER WIRING FROM CONTROL UNIT T NEMA Ow 3 Qcn ov <>� �� VNW -�W °d'� v3►a- =3F j3F �'� Fv oo DISCONNECT SWITCH 1 VOLTS CENTER BREAKER (COPPER WIRE UNLESS NOTED EQUIPMENT SIZE Q— iv a�d°� ?o� '�� oaf wox z o N o N o cn www Ww �Q AMPS OTHERWISE) (COPPER WIRE UNLESS NOTED OTHERVIS STARTER IrN �W oW mwF �W� �� ��o _JW �o �0: zoN �o� WZ =Z �Z Oo owner/developer �� oZ oa U=p Yr oo �� avw �Uw in i-- �� aV pV Z� O w� =wr �w� o Conifer Realty 0 N �N > _ 0w Ww xw SWITCH FUSE LOC ENCLOSU REF. 1000 University Avenue Rochester,nueNYte 500 N rno �o wo AMPS SIZE RE NEMA NOTES 585.324-0500 EWH-S1 WALL HEATER - SURFACE VARIOUS 1.8 1 120 SEE PLANS 20/1 2-10, 1-*10EG 2-10, 1-*10EG X AU 30 NF AU civil engineer EWH-R1 WALL HEATER - RECESSED VARIOUS 1.8 1 120 SEE PLANS 20/1 2-*10, 1-*10EG 2-*10, 1-*10EG X AU 30 NF AU LKMA 437&405 South Country Road -DSS-1 DUCTLESS SPLIT - EXTERIOR UNIT EXTERIOR 25.1 1 208 PC2-23,25 40/2 2-*8, 1-*10EG 2-*8, 1-*10EG X AU 60 NF AU 3R 9,3 Brookhaven,NY 11719 AHU-I-DSS-HP-1 DUCTLESS SPLIT - INTERIOR UNIT VARIOUS .25 1 208 -- -- 2-*10, 1-*10EG 2-*10, 1-*10EG X AU 20 NF AU 9 631.286.8668 AHU-2-DSS-HP-1 DUCTLESS SPLIT - INTERIOR UNIT VARIOUS .25 1 208 -- -- 2-*10, 1-*10EG 2-*10, 1-*10EG X AU 20 NF AU 9 m.e.p. &f.p. AHU-3-DSS-HP-1 DUCTLESS SPLIT - INTERIOR UNIT VARIOUS .25 1 208 -- -- 2-*10, 1-*10EG 2-*10, 1-*10EG X AU 20 NF AU 9 M/E Enggineering, P.E. B� CU-DSS-2 DUCTLESS SPLIT - EXTERIOR UNIT EXTERIOR 19.7 1 208 PC2-24,26 30/2 2-*10, 1-*10EG 2-*10, 1-*10EG X AU 30 NF AU 3R 9,3 150 North Chestnut Street AHU-I-DSS-HP-2 DUCTLESS SPLIT - INTERIOR UNIT VARIOUS .25 1 208 -- -- 2-*10, 1-*10EG 2-*10, 1-*10EG X AU 20 NF AU 9 Rochester, NY 14604 AHU-2-DSS-HP-2 DUCTLESS SPLIT - INTERIOR UNIT VARIOUS .25 1 208 -- -- 2-10, 1-*10EG 2-*10, 1-*10EG X AU 20 NF AU 9 585.288.5590 ,AHU-3-DSS-HP-2 DUCTLESS SPLIT - INTERIOR UNIT VARIOUS .25 1 208 -- -- 2-*10, 1-*10EG 2-*10, 1-*10EG X AU 20 NF AU 9 structural engineer CU-DSS-3 DUCTLESS SPLIT - EXTERIOR UNIT EXTERIOR 19.7 1 208 PC2-27,29 30/2 2-*10, 1-*10EG 2-*10, 1-*10EG X AU 30 NF AU 313 9,3 TDM Consulting Engineering AHU-I-DSS-HP-3 DUCTLESS SPLIT - INTERIOR UNIT VARIOUS .25 1 208 -- -- 2-*10, 1-*10EG 2-10, 1-*10EG X AU 20 NF AU 9 550 North County Road,Suite AHU- -DSS-HP-3 DUCTLESS SPLIT - INTERIOR UNIT VARIOUS .25 1 208 -- -- 2-*10, 1-*10EG 2-*10, 1-*10EG X AU 20 NF AU 9 Saint James, NY 11780631.686.5234 ERHC-1 ELECTRIC REHEAT COIL MAINT. 24 1 208 PC2-28,30 40/2 2-*8, 1-*10EG 2-*8, 1-*10EG X AU 60 NF AU ERV-1 ENERGY RECOVERY UNIT MAINT. 10.1 1 120 PC2-31 20/1 2-*10, 1-*10EG 2-*10, 1-*10EG X AU 20 NF AU key CCII TRUE WATER HEATER WATER RM. 4. H-2 5 1 208 PC2-33,35 40/2 2-*8, 1-*10EG 2-*8, 1-*10EG X AU 60 NF AU 8 NORTH BP-1 BOOSTER PUMP WATER RM. 215 1 3 208 1 PC1-37,39,41 150/3 4-*2/0, 1-*6EG IN 2"C 4-*2/0, 1-*6EG IN 2"C X AU 200 NF AU 3R 4C RCP-1 RECIRCULATION PUMP WATER RM. 1/6 1 1 120 1 SEE PLANS 20/1 2-*12, 1-*12EG 2-*12, 1-*12EG X AU o� �R�■ a OO REFERENCE NOTES: 1. CONNECT RANGE HOOD TO KITCHEN LIGHTING CIRCUIT. 0 2. COMBINATION EXHAUST FAN AND LIGHT UNIT. PROVIDE WALL SWITCH FOR CONTROL OF LIGHT ONLY. PROVIDE POWER TO EXHAUST FAN. FAN TO BE CONTROLLED VIA INTEGRAL OCCUPANCY SENSOR. 3. MOUNT WEATHERPROOF DISCONNECT SWITCH TO THE SIDE OF THE BUILDING. UTILIZE LIQUID TIGHT FLEXIBLE CONDUIT FOR CIRCUIT FROM THE DISCONNECT SWITCH TO THE UNIT. project 4. EXHAUST FAN SHALL BE CONTROLLED VIA ROOM LIGHT SWITCH AND VACANCY SENSOR. VINEYARD VIEW 5. NOT USED. 6. NOT USED. D 7. NOT USED. 8. PROVIDE CONNECTION OF RECIRC PUMP TO WATER HEATER CIRCUIT. COORDINATE WITH PLUMBING CONTRACTOR AND SUPPLIER. County Road 48 9. PROVIDE POWER TO INTERIOR DSS UNIT FROM EXTERIOR UNIT. COORDINATE WITH MANUFACTURER. PROVIDE INSTALLATION OF 14 GAUGE, 3-CONDUCTOR PLUS GROUND STRANDED CONTROL Greenport, NY 11944 WIRING BETWEEN THE EXTERIOR AND INTERIOR UNIT AS CALLED FOR BY THE MANUFACTURER. COORDINATE WITH MANUFACTURER PRIOR TO ROUGH-IN. seal 10. PROVIDE POWER TO EXHAUST FAN. FAN SHALL RUN CONTINUOUSLY OF 11. PROVIDE CONNECTION OF EXHAUST FAN TO LIGHT SWITCH FOR CONTROL. EW�+ DgNh �p co aY. to n r- 69-7 A3 �OPESS\0N issued date description 1 03/14/19 Issued for Construction PANELBOARD SCHEDULE PANEL TYPE MAIN AMPERE RATING BRANCH CIRCUIT DEVICES INFORMATION RA�CH SUB VOLTAGE RATING KAIC MOUNT NAME DIST. B CIR. FEED TMLOMCB MFS RMS QUANTITY SWITCH TRIP / FUSRAME i POLES NOTES LUGSSYM) SIZE SIZE-FU VOLT PHASE WIRE F S ACTIVE SPARE SPACE TOTAL 18 5 20 1 5 1 30 2 PC1 X 208/120 3 4 600 42 X 1 100 3 1 150 3 1 400 3 26 10 22 20 1 2 20 2 PC2 X 208/120 3 4 400 42 X 2 30 2 3 40 2 title SCHEDULES - ELECTRICAL –� drawn by: DPK checked by: ERB scale: 1/8"= 1'-0" project number: 10002 scaled inch sheet number COMM . BUILDING q H E6 . 02 +4 + + + + 11 21 3 5� 6 7 8 GENERAL NATES - RESIDENTIAL: GENERAL DESIGN CRITERIA: ENGI NEERiNG A. THIS PROJECT SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH IP _ A. RADON: THE FOLLOWING ENERGY CONSERVATION AND FUNDING PROGRAMS: Mechanical/Electrical Engineering Consultants THE MOST STRINGENT CRITERIA SHALL APPLY. M/E Project#170412 1. SEE ARCHITECTURAL PLANS FOR RADON PIPING SYSTEM. Rochester I Buffalo I Syracuse I Schenectady BLDGG COORDINATE WITH PLUMBING PIPING. - ENERGY STAR V3.1 (REV 9), WITH CHECKLISTS. 150 N.CHESTNUT ST. 585188.5590 (TYPE°) - HCR HANDBOOK (VERSION: 2018) ROCHESTER NY 14604 mmmeengineering.com •' 2. PLUMBING CONTRACTOR SHALL SEAL ALL PLUMBING RELATED - LEED V4 FOR HOMES SLAB AND BELOW GRADE EXTERIOR WALL PENETRATIONS USING POLYURETHANE CAULK, TREMCO VULKEM 116 OR SIMILAR, IN COORDINATION WITH THE INSTALLATION OF THE PASSIVE RADON MITIGATION SYSTEM. GENERAL NOTES: BEATTY HARVEY COCO PLUMBING SYMBOL LIST WJOBANKED ARCHITECTS , LLP PARKING B. FIXTURE INSTALLATIONNEW YORK I MARYLAND A. THESE NOTES ARE APPLICABLE TO THE FULL SET OF CONTRACT SYMBOL DESCRIPTION 1. PRE-FAB SHOWERS AND BATHTUBS SHALL BE SET IN BEDDING DOCUMENTS. �r EXISTING WORK TO BE REMOVED 1300 Walt Whitman Road, New York, 11747 A COMPOUND. INSTALLATION SHALL BE PER THE FIXTURE MFR'S q SUB-FLOORS AT SHOWERS SHALL 8E p:(631)300-1010 RECOMMENDATIONS. B. EXISTING CONDITIONS ARE TAKEN FROM FIELD OBSERVATIONS POINT OF CONNECTION PATCHED MINIMIZE SIZE OF HOLE H DRAIN BEFORE AND PRIOR CONSTRUCTION DOCUMENTS WHEN AVAILABLE. THE owner/developer LOCATIONS SHOWN MUST BE CONSIDERED APPROXIMATE. OTHER INSTALLING BEDDING COMPOUND. SUCH WORK MAY EXIST, HOWEVER, LOCATION AND SIZE ARE NOT ® POINT OF DISCONNECTION Conifer Realty - - SPRAY FOAM SHALL NOT BE USED AS BEDDING MATERIAL. - - PRESENTLY KNOWN. IT IS STRONGLY ENCOURAGED TO VISIT SITE 1000 University Avenue Suite 500 G B PRIOR TO BID TO REVIEW EXISTING CONDITIONS AND CONFIRM NTS NOT TO SCALE Rochester, NY 14607 2. ADA COMPLIANCE - WATER CLOSET AND URINAL HANDLES IN SCOPE OF WORK. (E) EXISTING 585.324-0500 ADA APARTMENT OR STALLS SHALL BE MOUNTED ON THE SIDE OF THE FIXTURE OPEN TO THE ROOM. C. WHEN EXISTING CONSTRUCTION IS DAMAGED DURING WORK BY (ETR) EXISTING TO REMAIN C. GAS PIPING' THIS CONTRACTOR, REPAIR AND/OR REPLACE WITH SIMILAR AFF ABOVE FINISHED FLOOR civil engineer MATERIALS AS MUCH AS POSSIBLE, SUBJECT TO ARCHITECTS BFF BELOW FINISHED FLOOR LKMA 1. PROVIDE A PIPE NIPPLE THRU EQUIPMENT CASE FOR CONNECTION VTR VENT THRU ROOF 437 8.405 p °° APPROVAL. �O ° O THRU EQUIPMENT CASES.TO CORRUGATED STAINLESS STEEL TUBING (CSST) & GAS FLEX South Country Road°° ° LINES PER CODE. CSST & FLEX CONNECTORS SHALL NOT EXTEND D. DISPOSE OF ALL DEMOLITION AND/OR OTHER WASTE MATERIALS GC GENERAL CONTRACTOR Brookhaven,NY 11719 00 0CAUSED BY WORK OF THIS CONTRACTOR. LEGALLY DISPOSE ALL Q MATERIALS TO A LOCATION OFF SITE. MC MECHANICAL CONTRACTOR 631.286.8668 PC PLUMBING CONTRACTOR B� 2. CSST INSTALLATION SHALL REQUIRE CALCULATIONS FROM P.C. E. COORDINATE AND SCHEDULE WORK AND SHUTDOWNS WITH THE EC ELECTRICAL CONTRACTOR m.e.p. &f.p. B B VERIFY ACCEPTABLE CSST LINE SIZES. SIZES SHOWN ON PLANSS SQUARE OWNER AND OTHER TRADES PRIOR TO DEMOLITIONiP.E. VILLAGE OWNER ARE IRON PIPE SIZES. . (E) EXISTING PIPING WE Engineering,9- B BMA NEW PIPING LOCATED ABOVE FLOOR/SLAB B 150 North Chestnut Street BLDG B 3. CSST INSTALLATIONS SHALL BE GROUNDED AND BONDED PER CODE F. ALL EXISTING PIPING TO REMAIN SHALL BE RECONNECTED TO _ Rochester, NY 14604 (TYPED) BACK IN ELECTRIC SERVICE GROUND. ACTIVE SERVICE PIPING. NEW PIPING LOCATED BELOW FLOOR/SLAB 585.288.5590 • COLD WATER PIPING (CW) Q o G. ALL PIPING TO BE REMOVED, SHALL BE REMOVED BACK TO ACTIVE •• 4. EVERY CSST INSTALLER SHALL HAVE PROOF THAT THEY HAVE HOT WATER PIPING (HW) FIRE PUM BEEN TRAINED TO AN ACCEPTABLE LEVEL BY THE MFR OF THE PIPING AND CAPPED. VALVE AND CAP ALL WATER PIPING. REMOVE structural engineer HOUSE CSST BEING INSTALLED. ALL INACTIVE PIPING UNLESS NOTED. -•• HOT WATER RECIRCULATING PIPING (HWR) —140•• 140° HOT WATER PIPING (HW) TDM Consulting Engineering O SEE SPE H. ALL PIPING TO BE REMOVED AND LOCATED WITHIN A WALL TO 550 North County Road,Suite?D ANK 5. 2 PSI SYSTEMS SHALL HAVE THE VENT FOR THE REGULATOR AT REMAIN MAY BE ABANDONED IN PLACE UNLESS NOTED. REMOVE —140 ---- 140° HOT WATER RECIRCULATING PIPING (HWR) Saint James, NY 11780 THE EQUIPMENT EXTENDED TC THE OUTSIDE WITH A VENT ELBOW. ,---_ 912=B PIPING BACK TO BEHIND THE FINISHED WALL SURFACE AND CAP. TW TEMPERED HOT WATER PIPING (TW) 631.686.5234 \ VENT LIMITORS SHALL NOT BE USED IN PLACE OF VENT PIPING.MrE TWR TEMPERED HOT WATER RETURN PIPING (TWR) I. PATCH HOLES IN EXISTING CONSTRUCTION LEFT BY THE REMOVAL 6. ALL EXTERIOR GAS PIPING INSTALLED BY THE P.C. SHALL BE PAINTED. W WATER SERVICE - EXTERIOR --- ' BLDG D ARCHITECT TO SELECT COLORS. OF PIPING OR EQUIPMENT WITH MATERIALS TO MATCH EXISTING BLDG.? CONSTRUCTION. MAINTAIN FIRE/SMOKE RATING. SAN SANITARY SEWER PIPING ""PE°' GW GREASE WASTE PIPING (GW) ke 7. ROOF MOUNTED GAS PIPING SHALL NOT BE VISIBLE FROM GRADE. Y .a TOP OF PIPE SHALL NOT BE MORE THAN 12" ABOVE THE ROOF EXCEPT J. DEMOLITION SHALL INCLUDE, BUT NOT BE LIMITED TO: PIPING, AW ACID WASTE PIPING (AW) VALVES, FIXTURES, EQUIPMENT, HANGERS, SUPPORTS, AND WHERE NOTED OR WHERE NECESSARY TO CONNECT TO EQUIPMENT. TRUE BIS A INSULATION EXCEPT ASBESTOS. IW INDIRECT WASTE PIPING (IW) NORTH n�ff D. ALL CLEANOUTS SHALL BE WALLPLATE TYPE UNLESS OTHERWISE K. REMOVE EXISTING CONSTRUCTION IN THE WAY OF NEW WORK. -- VENT PIPING C INDICATED ON DRAWINGS. tEZ PROTECT BUILDING AND FURNISHINGS FROM DAMAGE. ST STORM WATER SEWER PIPING (ST) C E. ROOF PENETRATIONS: G NATURAL GAS PIPING (G) L. WHERE NEW WORK IS TO BE INSTALLED ABOVE AN EXISTING _D ELBOW DOWN 1. PROJECTS WITH PITCHED ROOFS SHALL HAVE ALL PLUMBING CEILING, PROVIDE FOR THE REMOVAL OF THE CEILING. UPON 45°OFFSET COMPLETION OF WORK REPAIR ALL DAMAGED CEILING SURFACES • VENTS, AND EQUIPMENT INTAKES & VENTS, THROUGH ROOFS, REPLACE ALL DAMAGED TILES. --o ELBOW UP •o• SITE PLAN LOCATED BEHIND THE RIDGE LINE AND SHALL NOT BE VISIBLE —�— BOTTOM/TEE CONNECTION FROM THE FRONT OF THE BUILDING. M. SLEEVE AND SEAL ALL WALL AND FLOOR PENETRATIONS. PROVIDE P-001 FIRESTOPPING FOR ALL PENETRATIONS. ��� TOP TEE CONNECTION ° 2. ROOF PENETRATIONS SHALL BE MADE AT LEAST 5 FEET AWAY, �o "P" TRAP MEASURED HORIZONTALLY, FROM ROOF VALLEYS ON PITCHED N. MAINTAIN SERVICE CLEARANCES OF ALL EQUIPMENT. ADVISE OTHER ROOFS AND 5 FEET UPHILL FROM ROOF DRAINS ON FLAT ROOFS. PIPE CONTINUATION TRADES OF THE REQUIRED SERVICE CLEARANCES. —� CAP OR PLUG ° GAS LOAD - DESIGN BASIS - BUILDING A F. ENERGY CONSERVATION= 0. PROVIDE FOR THE DRAINING AND REFILLING OF PIPING SYSTEMS, DECK PLATE CLEANOUT (DPCO) project FIRE PROTECTION SYMBOL LIST INPUT BTUH/ 1. ALL WALL & FLOOR SURFACE PENETRATIONS IN APARTMENTS, INCLUDING AIR REMOVAL, RESETTING OF FLUSH VALVES, FLUSHING x-11 WALL PLATE CLEANOUT (WPCO) EQUIP. NO. DESCRIPTION QUANTITY TOTAL BTUH COMMENT INCLUDING THOSE BEHIND ESCUTCHEONS, SHALL BE SEALED SYSTEMS OF DIRT AND SCALE CAUSED BY SHUTDOWNS AND 11 CLEANOUT (CO) VINEYARD VIEW SYMBOL DESCRIPTION UNIT TO COMPLY WITH PRESSURE TESTING FOR ENERGY EFFICIENCY. STARTUPS. 13 FLOOR DRAIN (FD) / FLOOR SINK (FS) EXISTING WORK TO BE REMOVED DWH-1 WATER HEATER 5 38,000 190,000 2. ACCESS DOORS IN APARTMENTS SHALL BE GASKETED TYPE P. REFER TO EQUIPMENT/ FIXTURE SCHEDULE FOR FINAL CONNECTION @ROOF DRAIN ® POINT OF CONNECTION TO COMPLY WITH PRESSURE TESTING FOR ENERGY EFFICIENCY. SIZES. �+I- WALL HYDRANT (WH) / HOSE BIBB (HB) D TOTAL CONNECTED LOAD 190,000 BTUH D ® PROVIDE CLEANOUTS AT THE BASE OF ALL STORM, SANITARY 1,71 STRAINER POINT OF DISCONNECTION 190 CFH - CONN. LOAD G. INSULATION SCOPES PEX MANIFOLD Q. AND WASTE STACKS. County Road 48 Q WATER METER Greenport, NY 11944 NTS NOT TO SCALE 1. INSULATE ALL COLD WATER PIPING FROM THE WATER SERVICE R. PITCH 4" AND LARGER SANITARY AND WASTE PIPING AT %g" PER ® CATCH BASIN ENTRANCE TO THE INLETS OF THE PEX MANIFOLDS. seal (E) EXISTING FOOT UNLESS OTHERWISE NOTED. FOR SANITARY AND WASTE 0 MANHOLE (ETR) EXISTING TO REMAIN GAS LOAD - DESIGN BASIS - BUILDING B 2. INSULATE ALL HOT WATER PIPING FROM THE WATER HEATER TO PIPING 3" AND SMALLER PITCH AT 1/4" PER FOOT UNLESS i SHUT OFF VALVE AFF ABOVE FINISHED FLOOR INPUT BTUH/ THE INLETS OF THE PEX MANIFOLDS. BALANCING VALVE pF N E W EQUIP. NO. DESCRIPTION QUANTITY UNIT TOTAL BTUH COMMENT OTHERWISE NOTED. �F- . OAN , 0 GC GENERAL CONTRACTOR S. COORDINATE LOCATION AND ELEVATION OF STORM AND SANITARY —i�l— CHECK VALVE P -� DWH-1 WATER HEATER 10 38,000 380,000 3. INSULATE ALL HOT WATER RETURN PIPING. F� MC MECHANICAL CONTRACTOR LATERALS AND WATER SERVICE WITH THE SITE CONTRACTOR. NO SOLENOID VALVE ALLOWANCE WILL BE MADE FOR ADDITIONAL COSTS DUE TO THE n PC PLUMBING CONTRACTOR H. INSULATION SCOPE: CENTRAL HOT WATER, NO PEX CONTRACTORS FAILURE TO COORDINATE TERMINATION POINTS. PRESSURE REDUCING VALVE , EC ELECTRICAL CONTRACTOR TOTAL CONNECTED LOAD 380,000 BTUH THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR THE FINAL RELIEF VALVE 1. INSULATE ALL COLD WATER PIPING FROM THE WATER SERVICE CONNECTION TO THE SITE UTILITIES. FC FLUSHING CONNECTION 380 CFH - CONN. LOAD ENTRANCE TO BRANCHES FOR THE UNITS, AND THE FIRST 10 FEET SHUT-OFF SWITCH 4�1 (E) EXISTING PIPING OF THE BRANCH PIPING. T. MINIMUM SIZE OF WASTE PIPING BELOW SLAB SHALL BE 3" EXCEPT PIPE ANCHOR FOA 69 7 P� NEW PIPING GAS LOAD - DESIGN BASIS - BUILDING C 2. INSULATE ALL HOT WATER PIPING FROM THE WATER HEATERS TO PIPING SERVING FLOOR DRAINS SHALL BE 4". MINIMUM SIZE OF VENT = PIPE GUIDE ���ESs\o'�\ FP FIRE PROTECTION SERVICE (FP) THE BRANCHES FOR THE UNITS, AND THE FIRST 10 FEET OF THE PIPING BELOW SLAB SHALL BE 2". UNION E S SPRINKLER MAIN/BRANCH PIPING (S) EQUIP. NO. DESCRIPTION QUANTITY INPUT UN T BTUH/ TOTAL BTUH COMMENT BRANCH PIPING. —4.4 BACKFLOW PREVENTER (BFP) E issued date description D SPRINKLER DRAIN PIPING (D) DWH-1 WATER HEATEF 10 38,000 380,000 3. INSULATE ALL HOT WATER RETURN PIPING. N— SHOWER HEAD D ELBOW DOWN —� SHOCK ABSORBER (SA) 1 03/14/19 Issued for Construction ��— 450 OFFSET TOTAL CONNECTED LOAD 380,000 BTUH -0! — RECIRCULATION PUMP -o ELBOW UP 380 CFH - CONN. LOAD ER BOTTOM/TEE CONNECTION ; 0 PRESSURE GAUGE - - TOP TEE CONNECTION PIPE CONTINUATION —� FLUSHING CONNECTION GAS LOAD - DESIGN BASIS - BUILDING D • PENDENT SPRINKLER HEAD INPUT BTUH/ EQUIP. N0. DESCRIPTION QUANTITY TOTAL BTUH COMMENT 0WATER HEATER SCHEDULE DRY PENDENT SPRINKLER HEAD UNIT x QUICK RESPONSE PENDENT SPRINKLER HEAD DWH-1 WATER HEATEF 5 38,000 190,000 GALLONS/ t� CONCEALED PENDENT SPRINKLER HEAD NO. SERVICE TYPE BTUH HOUR TEMP RISE FUEL TYPE VENT IN ELECTRIC DESIGN MAKE O RESIDENTIAL PENDENT SPRINKLER HEAD TOTAL CONNECTED LOAD 190,000 BTUH INPUT RECOVERY DEG F INCHES 0 UPRIGHT SPRINKLER HEAD 190 CFH - CONN. LOAD DWH-1 DOM TANK 39,000 41.5 90 NG 3 - GAINT UG40-38TFPDV1-N2U F 0 QUICK RESPONSE UPRIGHT SPRINKLER HEAD DWH-2 DOM TANK - 18.5 100 ELEC - 240 IA.O SMITH PNT-55 -1 F A SIDEWALL SPRINKLER HEAD FIXTURE SCHEDULE + A DRY SIDEWALL SPRINKLER HEAD BATHROOM O RESIDENTIAL SIDEWALL SPRINKLER HEAD DESCRIPTION LOCATION WC LAV BT/SH FD SK ASSORTED REMARKS PUMP SCHEDULE ® EXTENDED COVERAGE SIDEWALL SPRINKLER HEAD TYPICAL APARTMENT TYPICAL WC-A LAV-A BT-A - SK-A VERTICAL SIDEWALL SPRINKLER HEAD HEAD FT MOTOR APARTMENT, ADA WC-B LAV-B SH-A FD-A SK-B - N0. LOCATION SERVICE GPM WATER HP VOLTAGE PHASE RPM TYPE DESIGN MAKE title BACK TO BACK ATTIC SPRINKLER HEAD N W/ SHOWER 0 SINGLE DIRECTIONAL ATTIC SPRINKLER HEAD _ BP-1 CB DOMESTIC 250 130 15 208 3 - COMMUNITY RM SK-C ELEC GRUNDFOS MPC-E 2CR45-2 SCHEDULES - - - - e HIP ATTIC SPRINKLER HEAD LAUNDRY RM FD-A SK-D WMF FP-1 PUMP HOUSE FIRE 1500 140 86 200 3 1760 DIESEL ARMSTRONG HSC-8x6x15NF-8 - - - SYMBOLS —Z— DRAIN VALVE RCP-1 - DHW RECIRC 2 12 1/25 120 1 - INLINE GRUNDFOS UP15-18 B5 PUBLIC TOILET RM WC-C LAV-C - FD-A —4--j — CHECK VALVE CORRIDOR - - - - - EWC-A - - - - - - - - - - - --D14— PRESSURE REDUCING VALVE JANITOR'S CLOSET - - - - - MB-A QQ RELIEF VALVE oc NOTES BACKFLOW PREVENTER (BFP) PLUMBING SHUT-OFF VALVE WITH TAMPER SWITCH (TS) SHOCKABSORBER SCHEDULE FLOW SWITCH (FS) FIXTURE CONNECTION SCHEDULE - COMMUNITY BLDG FIXTURE AND EQUIPMENT CONNECTION SCHEDULE C PRESSURE SWITCH (PS) FIXTURE UNIT SIZE IN drawn b N0. RATING INCHES PDI SYMBOL DESIGNATION DESCRIPTION COLD HOT WASTE OR VENT REMARKS COLD HOT WASTE OR y NAJ Qo DRY PRE-ACTION ALARM VALVE WATER WATER SANITARY DESIGNATION DESCRIPTION WATER WATER SANITARY VENT REMARKS ® ALARM CHECK VALVE WITH TRIM (ACV) SA-A 1 - 11 1/2" A SK SINK 1/2" 1/2I. 211 11/2" checked bY NAJ FIRE DEPARTMENT VALVE (FDV) SA-B 12 - 32 3/4" B LAV LAVATORY 1/2" 1/2" 11/2" 11/2" SK SINK 1/2" 1/2" 2" 1 1/2" POST INDICATOR VALVE (PIV) SA-C 33 - 60 1 C LAV LAVATORY - WET VENT 1/2" 1/2" 2" 11/2" LAV LAVATORY 1/2" 1/2" 11/2" 11/211 scale: - " WATER MOTOR GONG SA-D 61 - 113 1 1/4" D WC WATER CLOSET - 1/2" 3" 2" LAV LAVATORY - WET VENT 1/2" 1/2" 2" 1 1/2" project number: 10002 V FIRE DEPARTMENT CONNECTION (FDC) EWC ELEC. WTR. COOLER - 1/2" 1 1/2" 1 1/2" WC WATER CLOSET - 1/2" 3" 2" SA-E 114 - 154 1 1/2" E WMF WASH. MACH. FITTING 1/2" 1/2" 2" 1 1/2" " " " " scaled inch FIRE PUMP TEST HEADER SA-F 155 - 330 2" F MB MOP BASIN 3/4" 3/4" 3" 1 1/2" BT BATHTUB 1/2 1/2 11/2 1 1/2 t INSPECTOR'S TEST CONNECTION (ITC) SHR SHOWER 1/2" 1/2" 2" 1 1/2" sheet number �j FIRE HYDRANT (FH) NOTES ® FIRE HOSE CABINET -SIZES SHOWN ARE MINIMUMS. SIZES ON PLANS MAY BE LARGER. NOTES ® FIRE VALVE CABINET =SIZES SHOWN ARE MINIMUMS. SIZES ON PLANS MAY BE LARGER. COMM. BUILDING ® FIRE EXTINGUISHER +1 + 3T 41 + + >+ + g H • se ENGiNEERiNG Mechanical/Electrical Engineering Consultants M/E Project#170412 Rochester I Buffalo I Syracuse I Schenectady 150 N.CHESTNUT ST. 585.288.5590 ROCHESTER NY 14604 www.meengineenng.coms ^, T BEATTY HARVEY COCO A RC H I T E C T S , LLP V3 NEW YORK I MARYLAND ® Ku A, M3 1300 Walt Whitman Road, New York, 11747 ,q p:(631)300-1010 � owner/developer BLDG. 1 Conifer Realty (TYPE C) 1000 University Avenue Suite 500 Rochester, NY 14607 585.324-0500 5 . • civil engineer LKMA 437&405 South Country Road Brookhaven,NY 11719 631.286.8668 NDBANKED m.e.p. &f.p. PARKING B M/E Engineerin , P.E. ,R 150 North ChestnutStreet ° Rochester, NY 14604 585.288.5590 0 0 structural engineer TDM Consulting Engineering 550 North County Road,Suite E Saint James, NY 11780 631.686.5234 BLDG.2 ® (TYPE B) key �1 d TRUE NORTH M DQ b Q Q Q Q`Q Q 5, O QQ Q Q�1 QUI project QQ� VINEYARD VIEW 5 • Il 5Il BLDG. 3 D (TYPE B) VILLAGE BLDG.4 County Road 48 SQUARE (TYPE A) Greenport, NY 11944 5 seal k BLDG.655 5 (TYPE D) OF N E 4/ °5 2 Q N AN C� O 6 97 1 n-ESSt�NP� F - � E o 4D o E issued date description o L D ANK COMMUNITY P 1 03/14/19 Issued for Construction CENTER& LEASING d OFFICE a 01 BLDG. 7 P — 1 0 (TYPE D) 5 h 'S BLDG. 5 t1 (TYPE A) Il 0 0 title FIRE & BOOSTER PUMP PLAN drawn by: NAJ checked by: NAJ scale: - project number: 10002 PUMP SCHEDULE scaled inch HEAD FT MOTOR sheet number N0. LOCATION SERVICE GPM WATER HP VOLTAGE PHASE RPM TYPE DESIGN MAKE BP-1 CB DOMESTIC 250 130 15 208 3 - ELEC GRUNDFOS MPC-E 2CR45-2 COMM. BUILDING FP-1 PUMP HOUSE FIRE 1500 140 86 200 3 1760 DIESEL ARMSTRONG HSC-8x6x15NF-8 RCP-1 - DHW RECIRC 2 12 1/25 120 1 - INLINE GRUNDFOS UP15-18 B5 �— 4t-- .- ENGiNEERiNG ® ® ® Mechanical/Electrical Engineering ConsultantsDO M/E Project#170412 Tri Rochester I Buffalo I Syracuse I Schenectady 150 N.CHESTNUT ST. 585.288.5590 ROCHESTER,NY 14604 www,meenginLenng.com a" W •i° S'F BEATTY HARVEY COCO ARC H I T E C T S , LLP NEW YORK I MARYLAND 1300 Walt Whitman Road, New York, 11747 A p: (631)300-1010 owner/developer Conifer Realty 1000 University Avenue Suite 500 Rochester, NY 14607 6 585.324-0500 civil engineer 2" LKMA 437&405 South Country Road Brookhaven, NY 11719 631.286.8668 m.e.p. &f.p. M/E Engineering, P.E. R 150 North Chestnut Street 14 Rochester, NY 14604 10 585.288.5590 U) Zstructural engineer FP TDM Consulting Engineering 550 North County Road,Suite E Saint James, NY 11780 631.686.5234 8 4" 1 2" key 4" 1 SAN 12 TRUE NORTH CC II 4„ 13 4�� 11 14 4C 0 • Ro � Qo 3 DRAWING NOTES: ° s Ol 4" PTRAP UP TO FLOOR DRAIN project + 3" P TRAP UP TO FLOOR DRAIN VINEYARD VIEW 3- + 2" PTRAP UP TO FLOOR DRAIN / MB S pl ® 3" SAN UP TO WC p � 4" O5 3" SAN UP TO WASHERS County Road 48 © 2" SAN UP TO SK Greenport, NY 11944 O7 1 %2" WET VENT UP TO LAV seal OF 3 ® 2" VENT UP�/ �P'�� DAN )'0 O 1 Y2" VENT UP co 4 10 4" FIRE SERVICE UP * + i `'f 11 8" DOMESTIC WATER UP TO INTAKE OF BOOSTER PUMP. 8 12 8" DOMESTIC WATER UP. s�10 5974 NPS`✓ 4" Fr_s5�o 0 0 5 @) 2" DOMESTIC WATER UP. Y2�� 14 COORDINATE WITH SITE CIVIL PLAN. 8 r issued date description 1 03/14/19 Issued for Construction I I A/I I N D Z 3 F ° 0 6.1 4 � F u Watts LI - 807 s� title COMMUNITY BUILDING LA 0 ° UNDERGROUND FLOOR PLAN Cn PLUMBING G � drawn by: NAJ ® YCO checked by: NAJ scale: AS NOTED 14 project number: 10002 scaled inch UNDERGROUND FLOOR PLAN -PLUMBING sheet number SCALE: 114"=1'-0" COMM . BUILDING + I + + 7>— + 9 H 1 • 4 ENGiNEERiNG Mechanical/Electrical Engineering Consultants M/E Project#170412 -DID, i if (C-.0 0 Rochester I Buffalo I Syracuse I Schenectady 150 N.CHESTNUT ST. 585.288.5590 ROCHESTER,NY 14604 www.meengineering.com BEATTY HARVEY COCO WH ARCHITECTS , LLP NEW YORK I MARYLAND 2x4 FURRED OUT WALL + C 0 0 R D I N AT E WITH ARCH � 1 300 Walt Whitman Road, New York, 11747 A p:(631)300-1010 owner/developer Conifer Realty • 1000 University Avenue Suite 500 NY GENERAL NOTES: Rochester,585.33224-0-05507 00 2 A. NO SUPPLY PIPING SHALL BE ROUTED IN THE ATTIC SPACE. SK C civil engineer B. PLUMBING FIXTURES LOCATED ON EXTERIOR WALLS SHALL' LKMA __ BE BUMPED OUT WITH 2X4 WALL TO ALLOW FOR PIPES TO BE ROUTED. 437&405 r------- ---- —�----- C. WALL HYDRANT PIPING SHALL BE ROUTED INSIDE THE INTERIOR WALLS. South Country Road Brookhaven,NY 11719 D. SPRINKLER SYSTEM SHALL BE A DRY SYSTEM. 631.286.8668 DSS-HP-3 DRAWING NOTES: m.e.p. &f.p. M/E Engineering, P.E. 150 North Chestnut �Street ❑1\Y, 2 "VENT DOWN Rochester, N 14604 8 ❑2 585.288.5590 1 %2" VENT DOWN nn A ❑3 4" VENT THRU THE ROOF structural engineer ISS HP-2 TDM Consulting Engineerin %q" CW AND HW SUPPLY DOWN 550 North County Road,Suite IW IW IW—, Saint James, NY 11780 _ FP i F ❑5 3/q CW SUPPLY DOWN TO WALL HYDRANT. 631.686.5234 FP CW SUPLLY DOWN TO WC. 1 3 ; 1/211 504 0 1/2" CW AND HW SUPPLY DN TO SK. '— 14 211 2 ® 4" FIRE SERVICE DOWN. FINAL SIZE BY FIRE PROTECTION CONTRACTOR. key E------- — ----4---' ❑9 8" DOMESTIC WATER SERVICE DOWN (SITE MAIN) TRUE BP-1 NORTH 10 2" DOMESTIC WATER SERVICE DOWN. 9 • 11 SEE LINT INTERCEPTOR DETAIL ON 3/P-1.01 WH-1'2 F -A g � � o 2" O 1" 2�� • ° O I • WH 1 2 AHU-1 DSS-HP-3 4 I project 1 VINEYARD VIEW WH + /q _ 7 ' 6 ' ' SOFFIT TO ROUTE PLUMBING THUR . p MB-A COORDINATE WITH ARCH + County Road 48 Greenport, NY 1194 seal i F N 1 2 �P�``pEW 6 A/NV per co IW �. .v LINT INTERCEPTOR SCHEDULE 4 AHU-3 �13 2s�o A 6 9-7N 4J R0 (-SIO FLOW NO. IN/OUT A B C D E F G H WATTS DSS-HP-1 AHU-1 GPM MACH. SIZE MIN. MODELo DSS-HP-1 - 1 70 7 3" 25" 25" 20" 16%2" 31/4" 231/4" 31/2" 3" LI-807 issued date description 3 n- 4 I 1 03/14/19 Issued for Construction COVER, SKID PROOF W/ GASKET T. ' CLEANOUT A (SHOWN) x B EXTENSION 1 9 WMF@ WM Wff WM --WMF e n AHU-2 DSS-HP-1 AHU-2 FD-A FD-A DSS-HP- 2 INFLUENT NLn ) - - 1 . 0 1=ROM� = EFFLUENT o 0 LIJ F CLOTHES I � zIr— WASHERS 11 - --- F FP Watts + ❑ OUTLET ❑ I LI - 807 3/q„ title W COMMUNITY 2' BUILDING SCREENS Fo 0 2" I 2" —__-- 2" ---_ 2"F LINT INTERCEPTOR, 1/2�, 11/2'411V2111 1/2 j 1�2" j 1�2" �1�/2" FIRST FLOOR P LAN EPDXY COATED STEEL STD. I �� 1 i �� DETAIL NOTES: FDC WMF j SA I+vmr j WMF WMF SA WMF PLUMBING A. INTERCEPTOR EXTENSION - PROVIDE WHERE REQUIRED WH /2�i I 1 /211 1 Nof Y4 it 1 I '/2"Y`11 It /2" t I Ak �/2" B. VENTING - PROVIDE ON MFRS. INTERCEPTOR MODELS WITH VENT CONNECTIONS 2" 41 FD-R j 2" j 2" 2" + drawn by: NAJ C. FLUSH PIPING FROM WASHING MACHINE FITTINGS TO INTERCEPTOR, CLEAN ® ❑ WPCO311 I ' 3" 3' I ' 3" ' 3" ' 3" WPCO checked by: NAJ SCREENS AND FILL WITH CLEAN WATER PRIOR TO TURNING OVER TO OWNER. 1 - scale: AS NOTES DRAIN PAN 3" DRAIN 3„ 3" 3" project number: 10002 (E3 LINT INTERCEPTOR DETAIL FIRST FLOOR PLAN -PLUMBING 2 LAUNDRY SCHEMATIC-HCR scaled inch sheet number SCALE NONE CENTRAL LAUNDRY, RECESSED P-1.01 SCALE: 114"=1'-0" P-1.01 SCALE: COMM. BUILDING 1 � ❑ + + + + ❑ g H 1 • ENGiNEERiNG p Mechanical/Electrical Engineering Consultants M/E Project#170412 Rochester I Buffalo I Syracuse I Schenectady 150 N.CHESTNUT ST. 585.288.5590 ;_'�, CRROCHESTER NY 14604 www.meengineenng.com +tea�Y as BEATTY HARVEY COCO ARCHITECTS , LLP NEW YORK I MARYLAND A 1300 Wait man Road, New York, 11747 p:(631)300-1010 owner/developer Conifer Realty 1000 University Avenue Suite 500 Rochester, NY 14607 585.324-0500 civil engineer LKMA 437&405 South Country Road Brookhaven, NY 11719 631.286.8668 m.e.p. &f.p. M/E Engineering, P.E. R 150 North Chestnut Street - Rochester, NY 14604 585.288.5590 structural engineer TDM Consulting Engineering 550 North County Road,Suite Saint James, NY 11780 631.686.5234 1 key TRUE NORTH 4C DRAWING NOTES: O1 4" VENT UP THROUGH THE ROOF son ❑ a project VINEYARD VIEW County Road 48 Greenport, NY 11944 seal aF NE Y . DACID O� t s Fp A 0 9.i 3 �` %rCS 1 E E issued date description 1 03/14/19 Issued for Construction F -I-F_ oil 711111 title COMMUNITY BUILDING ROOF PLAN PLUMBING drawn by: NAJ checked by: XXX scale: AS NOTED project number: 10002 � scaled inch ROOF PLAN - PLUMBING sheet number P-1.Q2 SCALE: 1/"=V-0" COMM . BUILDING 1 ' + 3l + + + g f g H 1 . 02 7G]ENGiNEERN, ® 1J .,,,) Mechanical/Electrical Engineering Consultants M/E Project#170412 Rochester I Buffalo I Syracuse I Schenectady 150 N.CHESTNUT ST. 585.288.5590 !.09,f 1� ACCESS PANEL ROCHESTER NY 14604 www.meenginftdng.com �P ++ NOTES: MIN. 3' CLEARANCE, ( �� i DOOR SIZE N�MS 1. SIZES BASED ON ACUDOR MODEL AS-9000 SEE NOTE C t � i ( BEATTY HARVEY COCO VARIES i 12 x 12 1 2. ADD 2 INCHES TO DOOR SIZE FOR ARC H I T E C T S , LLP �'_ 18 x 18 1 OUTSIDE DIMENSIONS OF FLANGES °°°°°° NEW YORK I MARYLAND 24 X 24 1 °°°°°°°° 1300 Walt Whitman Road, New York, 11747 80LLARD4'-0" MAX. 24 x 36 1 A p:(631)300-1010 P L AN� VIEW owner/developer I VENT, RISE Conifer Realty PLAN "' I CONCEALED 1000 University Avenue Suite 500 N. ' CLEAR RADIUS, IN WALL/CHASE. Rochester, NY 14607 -- SEE NOTE C 585.324-0500 , BOLLARD �� \\\ civil engineer LKMA PRESSURE REG. `` I FLOOR DRAIN 437&405 TOP OF STRAINER FLUSH I o t WALL PENETRATION I I BLOCKING BETWEEN STUDS / JOISTS South Country Road MAIN VALVE I I I I I FOR SUPPORT ON ALL SIDES OF PANEL I w/ FINISHED FLOOR Brookhaven, NY 11719 I I I I 631.286.8668 ------____ __ I TRAP PRIMER FINISHED FLOOR GAS METER i ANCHOR MOUNTING TRIM ON ALL CONN. OPTION I p- p- ` FOUR SIDES TO STUD, JOIST OR BLOCKING i m.e- &f. g B U I I M1 0 Nortth C estn'ut$P.E. SET FLANGE IN BEAD OF CAULK AND SEAL TO D, D, : D D, : D. : D• : D D D, : :': . : " B FINISHED SURFACE AIRTIGHT D D •c Rochester, NY 14604 ELEVATION 585.288.5590 I � DETAIL NOTES: i I SCREWDRIVER OPERATED CAMLOCK structural engineer A. P.C. SHALL COORDINATE WALL PENETRATIONS WITH THE GAS PROVIDER. i I TDM Consulting Engineerin I 550 North County Road,Suite I 18 GA. STEEL DOOR & FRAME, WHITE ENAMEL CONDENSATE Saint.lames, NY 11780 B. P.C. TO PAINT ALL EXPOSED UTILITY AND P.C. INSTALLED PIPING, METER AND r____________ I PRIME COAT W/ CONCEALED HINGE & INDIRECT WASTE 631.686.5234 REGULATOR. COLOR TO BE SELECTED BY ARCHITECT. i I CONNECTION CLOSED CELL GASKET C. EXTEND PRESSURE REGULATOR VENT TO SAFE LOCATION WHERE OUTLET IS; I i STUD OR I SANITARY PIPING, LESS THAN 18" ABOVE GRADE, WITHIN 3'-0" OF SPARK SOURCE OR OPENING _L_4� JOIST �.{, SIZE PER PLANS INTO BLDG., LESS THAN 10' FROM A TRANSFORMER OR 15'-0" FROM POWERED AIR INTAKE. ELEVATION key D. BOLLARD DETAIL NOTES: TRUE - PROVIDE BOLLARDS FOR ALL METERS ADJACENT TO DRIVEWAYS. NORTH SEE RESIDENTIAL BOLLARD DETAIL THIS DRAWING. DETAIL NOTES: A. PROVIDE TRAP GUARD FITTING. C - PROVIDE ADDITIONAL BOLLARD(S) WHERE THE BOLLARD CENTERLINE DISTANCE EXCEEDS 3 FEET. SPACE ADDITIONAL BOLLARD(S) TO KEEP CENTERLINE A. ANCHOR INTERIOR MOUNTING FRAME TO STRUCTURE PER MFR. B. SEE SPECIFICATIONS FOR: DISTANCE BELOW 3 FEET. GRATE PATTERN - ROUND, SQUARE E. WALL PENETRATIONS B. PROVIDE BLOCKING WHERE THERE IS NO STRUCTURAL MEMBER TO ANCHOR OPTIONS - FUNNEL, TRAP PRIMER CONNECTION ° Ele- NON-MASONRY WALL: PROVIDE COATING OR WRAP ON PIPING AT WALL INTERIOR MOUNTING FRAME. C. SEE ARCHITECTURAL PLANS FOR FLOOR FINISHES AND SLOPES O Ron PENETRATION TO PREVENT CORROSION AND SEAL TO WALL WATERTIGHT. C. LATCH OPTIONS: CYLINDER LOCK, ALLEN HEAD OR SPANNER HEAD LATCH 71 - MASONRY WALLS: PROVIDE NON-CORROSIVE SLEEVE THRU WALL & MATERIAL OPTION: STAINLESS STEEL W/ SATIN FINISH D. DESIGN BASIS: J.R. SMITH *2005, 2010 00 SEAL TO WALL WATERTIGHT. FILL SPACE BETWEEN SLEEVE AND PIPE. ROUND OR SQUARE TOP, NICKEL BRONZE RIM AND ADJUSTABLE STRAINER ° 1 - 2 GAS METER DETAIL - RESIDENTIAL ACCESS PANEL DETAIL - GASKETED 4 FLOOR DRAIN DETAIL - W/ INDIRECT WASTE 5.0 SCALE: NONE XXX 5 O SCALE: NONE ( 560 SCALE: NONEFLANGED W/ GASKET 5 0 SCALE: NONE project VINEYARD VIEW °I- County Road 48 Greenport, NY 11944 seal OF E y L OWN �, —� CW SOURCE fiI ` TQ BALL VALVE .- i WTR k u HTR O 0 970 A G UNION �O�Cs�Io��P�' COPPER TUBING, TYPE L, GAS PIPING, - T&P RELIEF VALVE >INSULATED %4" CONNECTION issued date description E SEE PLANS E tion p FOR SIZES O O O ADJUSTABLE 1 03/14/19 Issued for Construction O 00 %" PEX TUBING, WALL CLAMP SHUT-OFF VALVE, UNINSULATED FULL LINE SIZE MANIFOLD LOCATED IN UNIT, --//, WITH ACCESS DOOR VACUUM BREAKER ADA WATER CLOSETS, VALVE KEY FLUSHING MECHANISM -o DRAIN PAN r---i _ -------- _ ALL BE AT WIDE STALL OR ROOM OF0 EXTEND DRAIN TO FD i LAV FINISHED A -- [ , C FLOOR K.SINK TOHIGHK EP SUPPS PP Y LY ROUGH-IN WC ESCUTCHEON CLEAR L UNION I \\\ ANCHOR FLANGE TO AL OF MOLDING PROVIDE TEE & FUNNEL FOR i BATHTUB �� STRUCTURE & SEAL DIRT LEG, T&P RELIEF W/ AIR BREAK �_____-__J PERIMETER OF FLANGE FULL LINE SIZE, AT CONNECTION TO WALL WATERTIGHT MIN. 6" LONG, W/ CAP BASE MOLDING _ _ title DETAIL NOTE: WALL SECTION DETAILS FIN. FLOOR �8" MIN. DETAIL NOTES: ELEVATION A. PEX PIPING SHALL BE INSTALLED ONLY IN INDIVIDUAL DWELLINGS CAULK PERIMETER A. PROVIDE PIPE NIPPLE THRU EQUIPMENT CASE. B. MANIFOLD SHALL BE COPPER OR BRASS AND HAVE INDIVIDUAL BRASS PLUMBING TO FLOOR CSST & FLEX CONNECTORS SHALL NOT EXTEND THRU EQUIPMENT CASE. SHUT-OFF VALVES ON EACH LINE B. PROVIDE SHUT-OFF VALVE AND UNION AT EACH SUPPLY PIPING CONNECTION. C. ALL FIXTURES SHALL BE PIPED DIRECTLY FROM MANIFOLD D. NO CONNECTORS OR UNIONS SHALL BE INSTALLED BETWEEN THE MANIFOLD AND C. P.C. IS RESPONSIBLE FOR FINAL CONNECTIONS THE TERMINATION D. THIS DETAIL IS GENERIC. WATER HEATER MFRS. INSTRUCTIONS ARE TO E. CONNECTORS SHALL BE BRASS WITH A COPPER OR BRASS, CRIMPED CLAMP RING. DETAIL NOTES: G BE FOLLOWED WHERE THEY DIFFER FROM THESE INSTRUCTIONS. SLIP FIT, PUSH FIT AND ADJUSTABLE STRAP CLAMP TYPES ARE NOY ACCEPTABLE. A. KEYLESS FITTING SHOWN. PROVIDE KEYED OR KEYLESS PER SPECIFICATIONS. G E. STAND SHALL BE PROVIDED TO ELEVATE WATER HEATER A MINIMIUM OF F. SYSTEM SHALL BE PRESSURE TESTED TO 100 PSI FOR A MINIMUM OF 4 HOURS + drawn by: NAJ 18" AFF WHERE THE WATER HEATER IS LOCATED IN A GARAGE OR IN B. SEE ARCHITECTURAL PLANS FOR WALL MATERIALS & THICKNESS. checked by: XXX A ROOM WITH A DOOR INTO A GARAGE. G. LABEL EACH MANIFOLD VALVE TO INDICATE FIXTURE SERVED WALL HYDRANT CASING LENGTH TO MATCH WALL THICKNESS. C. PIPE SIZE PER PLANS scale: AS NOTED project number: 10002 5 WATER CLOSET INSTALLATION DETAIL6 WATER HEATER PIPING DETAIL - RESIDENTIAL GAS PEX PIPING - HCR REQUIREMENTS 8 WALL HYDRANT DETAIL - RECESSED scaled inch 5.0 SCALE: NONE HIGH SUPPLY ROUGH SCALE: NONE TANK TYPE, APARTMENT 5.0 SCALE: NONE DBL BOWL W/ DISHWASHER 5.0 SCALE: NONE DBL BOWL W/ DISHWASHER sheet number COMM. BUILDING 1 T + T T� + T gT 9 H P -5 - 00 n; ENGiNEERiNG Mechanical/Electrical Engineering Consultants WE Project#170412 Rochester I Buffalo I Syracuse I Schenectady 150 N. TN CHESUT ST. 585.288.5590 a ROCHESTER NY 14604 www.meengineering.com BEATTY HARVEY COCO ARCHITECTS , LLP NEW YORK I MARYLAND ,„ 1300 Walt Whitman Road, New York, 11747 p: (631)300-1010 owner/developer Conifer Realty 1000 University Avenue Suite 500 I/2„ HW, CW Rochester, NY 14607 SUPPLIES 585.324-0500 'T' I I I I ciVil engineer 1%2" VENT i i FAUCET HKMA SUPPLY ELBOW W/ 437 &4 05 SINK I I VENT VENT VACUUM BREAKER South Country Road BLOCKING AND PROVIDE BLOCKING & Brookhaven,NY 11719 DROP-EAR ELBOW DROP-EAR ELBOW, 631.286.8668 i 1 TYPICAL SHOWER WAND ON I fVERTICAL SLIDE BAR m.e.p. &f.p. COPPER RISER SUPPLY ELBOW W/ _ SINK W/ I (PEX NOT ALLOWED) M/E Engineering, P.E. VACUUM BREAKER B 150 Noah Chestnut Street TO BACK o D DRAIN OFFSET B Rochester, NY 14604 , SHOWER WAND ON DISHWASHER I I as CUP STRAINER CONTROL VALVE VERTICAL SLIDE BAR CONTROL VALVE 585.288.5590 1 %2" P-TRAP TUB SPOUT GRAB BAR structural engineer BEDDING COMPOUND TDM Consulting Engineering AROUND DRAIN TO 9 9 SUPPORT FIXTURE COPPER DROP PIPE 550 North a of Jamty es, NYS117 0 ITT I I FIN. FLOOR ANCHORED TO BLOCKING 631.686.5234 i KNEE SHIELD (PEX NOT ALLOWED) "WASTE 1 J 1%2" WASTE BEDDING COMPOUND TION I I PER SHOWER MFR. DRAIN(FOAM NOT ALLOWED) I SUPPLY i i FIN. FLOOR j CONNECTION I I - -- --- key DETAIL NOTES: WASTE I WASTE TRUE BEDDING COMPOUND ITTO FLOOR AT DRAIN NORTH A. PROVIDE AIR GAP KIT ON DISHWASHER DRAIN HOSE WHERE REQUIRED BY CODE SECTION ELEVATION TO MINIMIZE HOLE SIZE & PER BATHTUB MFR. B. SEE SPECIFICATIONS FOR FIXTURES, EQUIPMENT AND ACCESSORIES, PROVIDE SUPPORT FOR PATCH FLOOR AT DRAIN TO MINIMIZE (FOAM NOT ALLOWED)I.E. FAUCET SPRAY, SINK BOWL QUANTITY, DISPOSER, DISHWASHER . . . BEDDING COMPOUND HOLE SIZE & PROVIDE SUPPORT FORBEDDING COMPOUND ■ C. DISHWASHER DRAIN HOSE - RUN HOSE UP & ATTACH TO UNDERSIDE OF COUNTER. CONNECT TO SINK TAILPIECE BEFORE TRAP AS SHOWN OR TO DISHWASHER INLET FITTING ON FOOD DISPOSER. DETAIL NOTES DETAIL NOTES OO D. TWO BOWL SINKS SHALL BE INSTALLED USING END OUTLET CONTINUOUS WASTE DETAIL NOTES: A. FITTING LOCATIONS TO BE PER ARCHITECTURAL DWGS. A. FITTING LOCATIONS TO BE PER ARCHITECTURAL DWGS. ° I.E. SHOWER BAR W/ WAND, VALVE, SOAP DISH I.E. SHOWER ARM, VALVE, SPOUT PIPING AS SHOWN. DO NOT PROVIDE CENTER DRAIN OR BAFFLED WASTE PIPING. A. PROVIDE ESCUTCHEON AT EACH WALL PENETRATION. _ B. SEE SPECIFICATIONS FOR SHOWER ACCESSORIES B. SEE SPECIFICATIONS FOR BATHTUB ACCESSORIES ° C. SET SHOWER VALVE TEMPERATURE STOP FOR 120°F MAXIMUM. C. SET SHOWER VALVE TEMPERATURE STOP FOR 120° F MAXIMUM. project VINEYARD VIEW 1 KITCHEN SINK INSTALLATION DETAIL 2 SINK INSTALLATION DETAILS — ADA 3 SHOWER INSTALLATION DETAIL 4 BATHTUB INSTALLATION DETAIL — ADA 5.0 SCALE: NONE XXXX 5 0 SCALE NONE 5 0 SCALE: NONE HAND WAND 5 0 SCALE: NONE T D County Road 48 Greenport, NY 11944 seal OF NE Y MOP HANGER O pN oq O ------ ------- I I n II I----- ------------------?-- BLOCKING F 6 9 7 43 4✓ IN WALL, TYP. Of�pP�c's S (OP" ` SPOUT BRACE I � issued date description ----- --- MOP BASIN FAUCET, OFFSET VENT PIPING ADA MIRROR, CENTER OVER FIXTURE WHERE REQUIRED ANGLED OFFSET VENT PIPING 1 03/14/19 Issued for Construction TO AVOID RECESSED WHERE REQUIRED MEDICINE CABINET TO AVOID RECESSED 11/2" VENT MEDICINE CABINET WMF BOX I MIRROR CABINETI/ HW 1/ CW i 1 HOSE & HOSE HOOK MIRROR ;&HW S�JPPLY FAUCET W/ CABINET I � POP-UP WASTE POP-UP STRAINER (APTS.) i i POP-UP STRAINER (APTS.) I I I I 1 1 GRID STRAINER (PUBLIC) BOWL INTEGRAL GRID STRAINER (PUBLIC) CKIN RIM GUARD i i TO COUNTERTOP I I BE�WEEN STUDS I I I I I I SEAL TO FLOOR AND WALL F 2MOP BASIN AT ALL JOINTS I 1 � ADA REQ'D ACCESS, 1 KEEP CLEAR OFFSET TAILPIECE I I 311 I i INSULATE WASTE & I I I I --- SUPPLY PIPING i i i i title II FLOOR FIN. FLOOR DETAIL NOTES I I FIN. i I I DETAILS A. PROVIDE RIM GUARDS ON ALL EXPOSED MOP BASIN EDGES WASTE WASTE !I 2" DRAIN 1 1 PLUMBING B. SERVICE SINK FAUCET SHALL HAVE VACUUM BREAKER, SECTION ELEVATION PAIL HOOK, SPOUT BRACE, 3/4" HOSE THREAD OUTLET C. PROVIDE OPTIONS: DRAIN PAN FOR WASHER 2" WASTE 1. 5' LONG RUBBER HOSE, N" FITTING w/ HOSE HOOK DETAIL NOTES: FLOOR DRAIN IN BOTTOM 2. MOP HANGER, 3' WIDE, S.S., w/ 3 RUBBER TOOL GRIPS W/ TRAP GUARD DETAIL NOTES G A. PROVIDE ESCUTCHEON AT EACH WALL PENETRATION. A. PROVIDE ESCUTCHEON AT EACH WALL PENETRATION. FLOOR D drawn by: NAJ B. P-TRAP SHALL BE INSTALLED TIGHT TO WALL, AND PARALLEL TO WALL AS SHOWN. r checked by: XXX C. COUNTER MOUNTED LAVATORY SHOWN. scale: 1/8"= 1'-0" PIPING IS SIMILAR FOR WALL MOUNTED LAVATORY. D. CONFIRM FAUCET DOES NOT BLOCK CABINET DOOR OPERATION. project number: 10002 NEW 7/26/13 LA-01 sale inch 5 MOP BASIN DETAIL 6 LAVATORY DETAIL — STD. 7 LAVATORY DETAIL — ADA 8 WASHING MACHINE DETAIL — PER HCR sheet nu ber \ 5.0 SCALE NONE CONCEALED VALVE 5 0 SCALE: NONE POP-UP DRAIN 5.0 SCALE: NONE OFFSET TAILPIECE 5 0 SCALE: NONE C I MM. BUILD 1 I- + + 41- + + 7 g I 9 H • ENGiNEERiNG Mechanical/Electrical Engineering Consultants ® �. M/E Project#170412 L Rochester I Buffalo I Syracuse I Schenectady IF OFFSET LENGTH 150 N.CHESTNUTST. 585.288.5590 EXCEEDS 2'-0" ROCHESTER NY 14604 www.meeWineeing.com PROVIDE PIPE HANGER - BEATTY HARVEY COCO A R C H I T E C TS L L P NEW YORK I MARYLAND A 1300 Walt Whitman Road, New York, 11747 p:(631)300-1010 JOIST FOR DECK/CLG. ABOVE @ _ owner/developer Conifer Realty SPRINKLER 1000 University Avenue Suite 500 FLOOR ABOVE CAULK WEATHERTIGHT BRANCH LINE Rochester, NY 14607 585.324-0500 SEAL PENETRATION PITCH SEAL PENETRATION Ncivil engineer BRANCH TEE DEFLECTOR SHALL BE LINE 1" - 6" BELOW LKMA 437&405 STRUCTURAL MEMBERS — — REDUCER EXPOSED South Country Road Brookhaven, NY 11719 UPRIGHT 631.286.8668 PIPE SIZE VARIES - - ------------ ------- -- ATTIC m.e.p. &f.p. B X LENGTH OF SPRINKLER CEILING M/E Engineering, P.E. TEST VALVE IN IN HEATED SPACE TO CONCEALED 150 North Chestnut Street READILY ACCESSIBLE BE PER MANUFACTURER DRY HEAD - SEMI-RECESSED Rochester, NY 14604 LOCATION PLUG - FOR TESTING REMOVE o PENDENT PENDENT PENDENT 585.288.5590 AND INSTALL TEMPORARY ESCUTCHEON CONNECTION CEILING _ structural engineer DRYWALL UNION TDM Consulting Engineering 550 North Count Road,Suite 45° ELBOW INSULATED WALL Saint James, NY 11780 631.686.5234 SMOOTH BORE CORROSION- RECESSED - RESISTANT OUTLET GIVING CONDITIONED SPACE EXTERIOR / UNHEATED SPACE — o FLOW EQUIVALENT TO ONE SIDEWALL SPRINKLER key PENDENT SIDEWALL SPRINKLER HEAD, W/ GUARD TRUE SPLASH BLOCK TYPICAL IN ALL ROOMS NORTH IMMEDIATELY BELOW ATTICS & Lk GENERAL NOTES OTHER UNHEATED SPACES A. DRY SPRINKLER MUST THREAD INTO TEE PER MANUFACTURER. � DETAIL NOTES: CAP END OF TEE IF NOT USED. A. TO MINIMIZE CONDENSATION OF WATER IN THE DROP TO THE TEST B. INTERIOR FACE OF WALL SHALL BE SHEATHED/DRYWALLED. CONNECTION, PROVIDE A NIPPLE-UP OFF OF THE BRANCH LINE. C. SPRINKLER HEAD DEFLECTOR SHALL BE INSTALLED; B. INSPECTOR'S TEST CONNECTION SHALL BE LOCATED AT HYDRAULICALLY BETWEEN 1" - 6" BELOW STRUCTURAL MEMBERS AND MOST REMOTE BRANCH OF DRY SYSTEM IN ACCORDANCE WITH NFPA 13. MAXIMUM OF 14" BELOW DECK ABOVE. DETAIL NOTES: 0 A. WET SPRINKLERS AND PIPING SHALL NOT BE INSTALLED IN ATTICS & OTHER UNHEATED SPACES project VINEYARD VIEW 1 INSPECTOR'S TEST CONNECTION DETAIL (DRY SYSTEM 2 BALCONY / PATIO SPRINKLER DETAIL 3 SPRINKLER HEAD INSTALLATION DETAIL 5.0 SCALE: NONE 5 0 SCALE NONE - 5 0 SCALE NONE D County Road 48 Greenport, NY 11944 seal OF NE FIRE PROTECTION SYMBOL LIST �P`�PN, : D 0 SYMBOL DESCRIPTION FC FLUSHING CONNECTIONLu ., 111 FP FIRE PROTECTION SERVICE (FP) .. ; S SPRINKLER MAIN/BRANCH PIPING (S) s r,. L" F C697�3 CHECK VALVE GENERAL NOTES - FIRE PROTECTION: D SPRINKLER DRAIN PIPING (D) �ROF�Ss�oNP� � FLUSHING CONNECTION STRUCTURAL STEEL A. THE DESIGN OF THE SPRINKLER SYSTEM IS PERFORMANCE MEMBER PENDENT SPRINKLER HEAD BASED. WHERE SPRINKLER MAINS OR HEADS ARE SHOWN IL EXTERIOR THEY ARE SHOWN ONLY FOR ILLUSTRATION. X DRY PENDENT SPRINKLER HEAD issued date description WALL t; CONCEALED PENDENT SPRINKLER HEAD ° B. SLEEVE AND SEAL ALL WALL AND FLOOR PENETRATIONS. o UPRIGHT SPRINKLER HEAD 1 03/14/19 Issued for Construction c PROVIDE FIRE STOPPING FOR ALL PENETRATIONS. o SIDEWALL SPRINKLER HEAD c ' . C. COORDINATE EXACT LOCATION OF ALL PIPING ROUTES, A DRY SIDEWALL SPRINKLER HEAD WALL SIGN AS REQUIRED EQUIPMENT AND DEVICES WITH OTHER TRADES. DRAIN VALVE f -BY LOCAL AUTHORITY SHUT-OFF VALVE WITH TAMPER SWITCH (TS) ° D. COORDINATE ALL SHUTDOWNS WITH OWNER PRIOR 4" GALVANIZED PIPE. j ' TO CONSTRUCTION. FLOW SWITCH (FS) REFER TO PLANS • : PRESSURE SWITCH (PS) FOR CONTINUATION. E. PROVIDE FULL SPRINKLER COVERAGE FOR ALL SPACES o DRY PRE-ACTION ALARM VALVE ° INDICATED INCLUDING SHAFTS, ELECTRIC AND TELEPHONE FROM END OF SEAL WALL PENETRATION CLOSETS, ELEVATOR SHAFTS, STAIRWAYS, OFFICES, ® ALARM CHECK VALVE WITH TRIM (ACV) BRANCH LINE ° WATER TIGHT, TYP. AND MECHANICAL ROOMS. FIRE DEPARTMENT VALVE (FDV) F. PROVIDE COMPLETE NFPA DRAWINGS AND CALCULATIONS. POST INDICATOR VALVE (PIV) PIPE 'SIZE VARIES D FIRE DEPARTMENT REFER TO FROJECT SPECIFICATIONS. WATER MOTOR GONG ° CONNECTION G. SPRINKLER HEADS SHALL BE INSTALLED WITHIN CENTER V FIRE DEPARTMENT CONNECTION (FDC) TEST VALVE OF CEILING TILES. '� FIRE PUMP TEST HEADER F-�- IN READILY ° t INSPECTOR'S TEST CONNECTION (ITC) - F ACCESSIBLE SMOOTH BORE CORROSION H. ALL PIPING SHALL BE ABOVE FINISHED CEILING UNLESS LOCATION RESISTANT OUTLET GIVING - -- -- --- ------- - ----- -36" ABOVE NOTED OTHERWISE. FIRE HYDRANT (FH) FLOW EQUIVALENT TO ONE ° FINISHED GRADE FIRE HOSE CABINET o SPRINKLER I. COORDINATE SPRINKLER HEAD LOCATIONS AND PIPING ® FIRE VALVE CABINET r SPLASH BLOCK ° ' ,° WITH OTHER TRADES. REFER TO ARCHITECTURAL, ° . ELECTRICAL, HVAC, STRUCTURALAND OTHER APPLICABLE title f-45 DEG ELBOW WITH PLANS. D AUTOMATIC ESCUTCHEON. MATCH J. SPRINKLER SYSTEM SHALL BE INSTALLED IN COMPLIANCE DETAILS BALL DRIP o , FINISH OF FIRE WITH ALL APPLICABLE NFPA LATEST EDITIONS. REFERENCE SPRINKLER HEAD SCHEDULE DEPARTMENT CONN. BUT NOT LIMITED TO; FIRE PROTECTION • n , NFPA SECTIONS, DETAIL NOTE: - NFPA 13: STD. FOR INSTALLATION OF SPRINKLER SYSTEMS MOUNTING TEMP. FINISHED FLOOR ° NFPA 13R:STD. FOR SPRINKLER SYSTEMS, RESIDENTIAL LOCATION TYPE POSITION COLOR RATING A. NOT LESS THAN 4'-0" OF EXPOSED TEST PIPE IN WARM ROOM ° • OCCUPANCY TO FOUR STORIES IN HEIGHT DEG. F BEYOND VALVE WHEN PIPE EXTENDS THRU WALL TO OUTSIDE " NFPA 24: STANDARD FOR THE INSTALLATION OF LOBBIES, PUBLIC ROOMS, CORRIDORS CONCEALED PENDENT WHITE 155 •' c c v PRIVATE FIRE SERVICE MAINS FINISHED GRADE TOP FLOOR CORR. WITH UNCONDITIONED SPACE ABOVE RECESSED SIDEWALL WHITE 155• c •• v • � ° • ° NFPA 25: INSPECTION, TESTING AND MAINTENANCE OF WATER-BASED FIRE PROTECTIONS SYSTEMS TENANT STRG RM - PROVIDE GUARD RECESSED PENDENT WHITE 155 NFPA 72: NATIONAL FIRE ALARM CODE TENANT STRG RM w/ UNCOND. SPACE ABOVE - PROVIDE GUARD RECESSED SIDEWALL WHITE 155 NFPA 241:STD. FOR SAFEGUARDING CONSTR. OPERATIONS ° ' •I APARTMENTS RECESSED SIDEWALL WHITE 155 + drawn by: NAJ K. PROVIDE SPRINKLER PROTECTION FOR EXTERIOR APARTMENTS - BOTTOM OF SOFFITS CONCEALED PENDENT WHITE 155 checked by: XXX BALCONIES & GROUND FLOOR PATIOS OF DWELLING UNITS. BALCONIES & PATIOS, RESIDENTIAL DRY HEAD SIDEWALL WHITE 155 scale: 1/8"= 1'-0" L. FLOW TEST DATA IS FURNISHED FOR REFERENCE ONLY. KITCHENS, RESIDENTIAL - INTERMEDIATE TEMP. AT STOVE RECESSED PEND./SIDE. WHITE 175 PROVIDE A FLOW TEST AS THE BASIS FOR DESIGN MECHANICAL ROOMS CALCULATIONS. RECESSED PENDENT WHITE 175 project number: 10002 DETAIL NOTES: M. STRUCTURAL MEMBERS SHALL BE MODIFIED ONLY COMBUSTIBLE CONCEALED SPACES EXPOSED UPRIGHT BRASS 155 scaled inch A. FIRE DEPARTMENT CONNECTION SHALL MATCH LOCAL AS PERMITTED BY WRITTEN AUTHORIZATION FROM THE sheet number FIRE DEPARTMENT TYPE, THREAD AND SIZE. ARCHITECT AND STRUCTURAL ENGINEER. 1ATTIC - DRY PIPING EXPOSED UPRIGHT BRASS 4 INSPECTOR'S TEST CONNECTION DETAIL (WET) (a) FIRE DEPARTMENT CONNECTION DETAIL 6 GENERAL NOTES, SYMBOLS LIST & SCHEDULES COMM . BUILDING N 5 O SCALE NONE SCALE: NONE - 5 O SCALE NONE 21 J1 H 4 bl 61 7 81 91 P -5 ,902 1 2 1 31 4 1 51 61 7 1 81 9 ' ENG(NEERiNG Mechanical/Electrical Engineering Consultants10 M/E Project#170412 *�*" Rochester I Buffalo I Syracuse 1 Schenectady 150 N.CHESTNUT ST. 585.288.5590 a j�"�y 3•. , ROCHESTER NY 14604 www.meengineenng.com Z811 DISCHARGE BEATTY HARVEY COCO A R C H I T E C TS L L P 8" SUCTION EXTERIOR WALL NEW YORK I MARYLAND A 1300 Wait Whitman Road, New York, 11747 SHUT-OFF VALVE A p: (631)300-1010 (TYPICAL) owner/developer 1 i Conifer Realty NORMALLY 1/2 STRAINER 1000 University Avenue Suite 500 BACKFLOW PREVENTER NOTES: Rochester, NY 14607 BY-PASS 6�� 585.324-0500 CLOSED MAIN BUILDING A. ALL CHANGES MADE TO THE INSTALLATION OF THE BFP SHALL BE SUBMITTED SHUT-OFF TO THE ENGINEER AND APPROVED IN WRITING OR THE CONTRACTOR SHALL BEAR VALVE ALL COSTS ASSOCIATED WITH REMOVAL AND RE-INSTALLATION OF THE WORK civil engineer TO MATCH THE DESIGN. LKMA 437&405 DOMESTIC WATER 0 1%2" WATER METE B. BACKFLOW PREVENTERS SHALL BE MOUNTED WITH CENTERLINES BETWEEN South Country Road PRESSURE BOOSTER x 30" MIN. AND 60" MAX. ABOVE FINISHED FLOOR Brookhaven,NY 11719 X COMPOUND r SYSTEM PIPE SUPPORT 631.286.8668 PRESSURE FINISHED C. PROVIDE THESE CLEARANCES AT BFPs, 8" BEHIND, 30" IN FRONT, 12" ABOVE (PRESSURE GAUGE (TYPICAL) FLOOR GAUGE AND 18" BELOW RELIEF OUTLET OF DEVICES m.e.p. &f-p. FINISHED GRADE D. FIXED AIR GAP FITTINGS ARE NOT ACCEPTABLE FOR USE ON BACKFLOW M/E Engineering, P.E. B UNION/FLANGE PREVENTERS WITH DRAIN LINES. PROVIDE FUNNEL DRAINS AND WASTE PIPING g 150 North Chestnut Street (TYPICAL) AS INDICATED. AIR GAP AT BACKFLOW PREVENTER SHALL BE AT LEAST Rochester, NY 14604 (FLEXIBLE TWICE THE OUTLET OF THE DEVICE BUT NOT LESS THAN 1". 585.288.5590 CONNECTORS DI SUCTION AND 3" DOMESTIC DISCHARGE WATER SERVICE E. PROVIDE PIPE STANDS WHERE SUPPORTING PIPING OFF OF THE FLOOR. HEADER structural engineer F. PIPING ON THE INLET SIDE OF THE BACKFLOW PREVENTERS SHALL BE COPPER, TDM Consulting Engineering � TYPICAL ADJUSTABLE 4" REINFORCED DETAIL NOTES BRASS OR CEMENT LINED DUCTILE IRON AND SHALL NOT USE VICTAULIC FITTINGS 550 North County Road,Suite Saint James, NY 11780 PIPE STANCHION, CONCRETE PAD A. PROVIDE PROPER SUPPORTS FOR BACKFLOW PREVENTERS, WATER METER & PIPING. G. FLUSH PIPING PRIOR TO INSTALLATION OF BACKFLOW PREVENTERS 631.686.5234 SUCTION AND DISCHARGE D o , • . D °. � , D • , ; D , B. PROVIDE 8" CLEARANCE BEHIND BACKFLOW PREVENTERS, T-0" ABOVE AND 2'-6" H. BACKFLOW PREVENTERS PROVIDED UNDER THIS CONTRACT SHALL BE TESTED %4" DRAIN VALVES CLEARANCE IN FRONT OF DEVICES. BY A CERTIFIED BACKFLOW PREVENTER TESTER REGISTERED BY THE NYS DOH. C. THE INSTALLATION OF FIXED AIR GAP FITTINGS ARE NOT ACCEPTABLE FOR USE ON I. THE TESTER SHALL COMPLETE PART A OF FORM DOH-1013 FOR EACH BACKFLOW DETAIL NOTES DRAIN LINES. PROVIDE FUNNEL DRAINS AS INDICATED. DEVICE AND SUBMIT THE FORM TO THE ENGINEER FOR COMPLETION OF PART B. key (9 J. HEAT & LIGHT ARE PROVIDED IN THE AREA OF THE BACKFLOW PREVENTERS TRUE A. MOUNT BOOSTER SYSTEM ON NEOPRENE AND CORK VIBRATION PADS. D. PAINT SUPPORTS WITH ONE (1) PRIMER AND TWO (2) FINISH COATS OF COLOR AS SPECIFIED. NORTH E. PROVIDE FIXED PLATFORM SHOULD THE UPPER BACKFLOW PREVENTER BE INSTALLED K. IF A BACKFLOW PREVENTER MUST BE INSTALLED HIGHER THAN 5'-0" ABOVE THE C B. INTERLOCK BOOSTER SYSTEM CUT-OFF PROBE WITH BOOSTERFINISHED FLOOR PROVIDE A PLATFORM FOR ACCESS TO THE BFP. THE BFP SYSTEM SAFETIES. HIGHER THAN 5'-0" ABOVE FINISHED FLOOR. HEIGHT OF UPPER BACKFLOW PREVENTER SHALL BE BETWEEN 30" TO 60" ABOVE THE TOP OF THE PLATFORM. DO NOT FROM TOP OF PLATFORM SHALL NOT EXCEED 5'-0". INSTALL BFPs HIGHER MORE THAN 60" AFF WITHOUT FIRST RECEIVING C. PIPE %2" THERMAL RELIEF VALVE TO FLOOR DRAIN. F. HEAT AND LIGHT ARE PROVIDED IN THE AREA OF THE BACKFLOW PREVENTERS. APPROVAL FROM THE OWNER AND ENGINEER. D. INSULATE SUCTION AND DISCHARGE HEADER. G. PROVIDE SPOOL PIECES AT INLET AND OUTLET OF METER AS RECOMMENDED BY L. WATTS SERIES •957 BACKFLOW PREVENTERS WHEN PROVIDED, ALSO PROVIDE ■o■ METER MANUFACTURER. OPTIONAL SPLASHGUARD ON DRAIN OUTLET a OO 0 1 DOMESTIC WATER BOOSTER SYSTEM DETAIL 2 DOMESTIC WATER SERVICE ENTRANCE DETAIL 3 BACK FLOW PREVENTOR NOTES project VINEYARD VIEW 504 SCALE: NONE VARIABLE SPEED PUMPS 504 SCALE: NONE 504 SCALE: NONE D ID County Road 48 Greenport, NY 11944 seal DRY PIPE p NO� SPRINKLEATTIC R SYSTEM AIR COMPRESSOR C-DP ^;. �' FIRE DEPT. CONNECTION, PLAN. SEE O5 c� a •. ��O 0-,97. 3 4✓� • o; •° , DPV rCssioNP� •o o REFER TO PLANS O ® O E °' FOR CONTINUATION J -- -----------13:1-,-60" AFF MAX. E issued date description 1 03/14/19 Issued for Construction °: - 1Y211 ------ ----------------------- C-;-L.--30" AFF MIN. FINAL "� ®O FIN. FLR. ° GRADE ° °• • ° DUCTILE IRON 4" COMBINED BUILDING WALL w D . ; RISER SERVICE THRUST BLOCK D • . FINISHED FLOOR FINISHED DRAWING NOTES: GRADE D - 4" OS&Y VALVE w/ TAMPER SWITCH F — �I I SI I I LSI I a I I=I I I=I I(_ Jf1� O2 3" WATTS *909 RPDA FOR FIRE SERVICE, FINAL SIZE TO BE I F T :I I(=III—III=I I I-I I EI I I=I I I�I I—I • ' III=)I I—III- DETERMINED BY SPRINKLER CALCULATIONS, 4" AIR GAP AT DRAIN, + �I �I I—III=VF�J��I I ( I (_ : ° =f J�- TAMPER SWITCH ON BOTH VALVES 5'-0" MIN. =1 I I �I I I-1 I =1 I I=1 I I 11- . I la I I- COVER I I I J(1=11�I 1' D ' : =III O3 DRY PIPE VALVE, EXTEND DRAIN TO BFP DRAIN DUCTILE IRON 6" DRAIN TO 6" x 8" REDUCER W/ 6" AIR GAP OVER PIPING STEEL RODS COATED : °: SHORT SWEEP title WITH ASPHALTUM D ® 6" DRAIN TO 6" x 8" REDUCER W/ 6" AIR GAP SUPPLY SLEEVE—\ > THRUST BLOCK O5 4" OUT TO FIRE DEPARTMENT CONNECTION w/ CHECK VALVE DETAILS MAIN D . . WATER SERVICE , : D ; D ' I=11�1� BFP N • :`° IIIIII� NOTES: COMMUNITY BUILDING 1" TO 3" :11 1=11E, A. UNAUTHORIZED ALTERATION OR ADDITION TO ENGINEERING TECHNICAL WATERPROOF • °. D , ' D , , D =I I I�I I DOCUMENTS, BEARING A LICENSED PROFESSSIONAL ENGINEER'S SEAL, WHEN THIS PIECE MASTICD • ° ' 4, ' ° ' ° ' I I=III- IS A VIOLATION OF CHAPTER 16, TITLE VIII, ARTICLE 145, OF THE EXCEEDS 12'-0", • • GSTRAP'S MAY BE I=1 Ila I NEW YORK STATE EDUCATION LAW. D , '> D , ; � D , -WE RUN ONLY TO FIRST drawn by: NAJ OUTSIDE JOINT � I =11=1 II I 1=1 1 IS I H I 1=1 11 checked by: XXX scale: AS NOTED DETAIL NOTE: A. ROD IN COMPLIANCE WITH AWWA STANDARDS. project number: 10002 scaled inch sheet number COMM . BUILDING 4 WATER SERVICE DETAIL 5 FIRE SERVICE BACK FLOW COMMUNITY BUILDING H 504 SCALE: NONE 504 SCALE NONE 21 61 41 bI +6 �- +8 •