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Home My WebLink About43852-Z ��OguEF01,t o Town of Southold 10/6/2020 P.O.Box 1179 0 C* _ 5 53095 Main Rd Southold,New York 11971 s{ CERTIFICATE OF OCCUPANCY No: 41499 Date: 10/6/2020 THIS CERTIFIES that the building COMMERCIAL Location of Property: 62600 CR 48, Greenport SCTM#: 473889 Sec/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 5/24/2019 pursuant to which Building Permit No. 43852 dated 6/12/2019 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: apartment building#1 with first floor units 101, 102, 103, 104, 105, 106 (with covered entry)and second floor units 107, 108, 109 and 110 (with decks)as applied for. The certificate is issued to Vineyard View Hsing.Dev.Fund of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-18-0007 9/18/2020 ELECTRICAL CERTIFICATE NO. 43862 6/8/2020 PLUMBERS CERTIFICATION DATED n 17 A riz ignature 0 t y TOWN OF SOUTHOLD �°gvfFo�,r�o BUILDING DEPARTMENT ',ro Gyp TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43852 Date: 6/12/2019 Permission is hereby granted to: Kace Li LLC PO BOX 67 Greenport, NY 11944 To: construct foundation as applied for per Planning, SCHD, Trustees and DEC Non-Jurisdiction letter. (Building #1) At premises located at: 62600 CR 48, Greenport SCTM # 473889 Sec/Block/Lot# 40.-3-1 Pursuant to application dated 5/24/2019 and approved by the Building Inspector. To expire on 12/11/2020. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $250.00 CO -COMMERCIAL $50.00 Total: $300.00 Bu din spector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% 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, Building 1, 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 of Permit. 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 q�_ ppl can Signature CONSENT TO INSPECTION Vineyard View, LLC 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: March 12, 2019 CJ OAVl nA(Signa y-e kfas (Print Name) (Signature) (Print Name) 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) Building Dep. -tment.Application AUTHORIZArrION (Where the Applicant is not the Owner) Y� Jit4esidfiig at ;f, 4 iS'D (Print property wNner's natiju) (Mailing Address) do hereby authorize (Anent) to apply on my behalf to the Southold Building DepaTtment, L 37 ID %vn�h Signature) Da (Print Owner's Name) *Of so Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 .�° sean.devlinO-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To Vineyard View Hsing Dev Fnd Address: 62600 CR 48 Bldg. 1 city,Greenport St. NY zip: 11944 Budding Permit* 43852 Section. 40 Block 3 Lot. 1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Three Brothers Electric License No. 3792ME SITE DETAILS Office Use Only Residential Indoor X Basement Service X Commerical X Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heaters 4 Duplec Recpt 322 Ceiling Fixtures 172 Bath Exhaust Fan 12 Service 3 ph Hot Water Gas10 GFCI Recpt 28 Wall Fixtures Smoke Detectors 33 Main Panel 100X1 A/C Condenser 10 Single Recpt 10 Recessed Fixtures CO2 Detectors 10 Sub Panel A/C Blower 10 Range Recpt 10 Ceding Fan 2 Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixture 12 Time Clocks Disconnect 400A Switches 154 4'LED Exit Fixtures Pump Other Equipment Fridges-10 DW-10, Hood-10, Street Lights-5 Notes. 10 Apartments and a Common Area Mechanical Room Inspector Signature: Date: June 8, 2020 S. Devlin-Cert Electrical Compliance Form xls zvs 01�/,� Town Hall Annex Telephone(631)765-1802 54375 Main Road ;""- ` Fax(631)765-9502 a P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN'OF SOUTHOLD �F^va r3 y CERTI-FLCA.TION Date: Building Permit No._ g�c - Owner: If'-(a Y lease print) ,., ...-.. Plumber• (Ple print) J certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (P mbers Signature)-- Sworn ignature)-Sworn to before me this day ofn 20 ZC� NINA A.GIORDANO NOTARY PUBLIC,State of Nqw York Suffolk County,No.01G160 679 LZ Term Expires Oct.2,20a nn,,,, Notary Public, - -rr uC;oun I SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES �ppR®1vsRL OF CONSTRUCTED WORKS —ow'l i Oats H.S.Ref.No. The sewage disposal and water supply,facilities I at this location have been inspected and/or this 0e t or other agencies artmen certifies by P and If and to be atisfactory. Craig Knepper, P.E., Chief Office of Wastewater-Man-agement 6 i SHEETS LEGEND Opp, 7;1 SHEET 3 _ RECEIVED SHEET 2 SHEET 4 SEP 11 2020 D i SEP 1 8 2020 SUFF.CO.HEALTH SERVICES OFFICE OF WASTEWATER MGT. R1DrN*O DEFT. i 4 /T��'1u$�pg�y�}yam Y 1. 09/11/2020 D.M. INCLUDED DETAIL OF PUMP STATION - - T.L.S. DATE BY DESCRIPTION •APPROV. BY y REVISIONS. Town of Southold Suffolk County,' New York 62,600 . COUN.TY ROAD 48 VINEYAI�D�� VIEW?;TJLC As—Built Survey Pump Station and-.Force Main s, !4��'� L. K. McLEAN ASSOCIATES, P .C . i CONSULTING ENGINEERS & LANA SURVEYORS 437 S,O-. COUNTRY ROAD, BROOKHAVEN, NEW YORK ;i T 050528 O Designed By. P.L. Scale: 1 — 30 -Sheet No.", =r * TOWN OF SOUTHOLD BUILDING DEPT. �0 • �o `ycourm��' 765-1802 INSPECTION M/ 1",FOUNDATION 1ST [ H PLBG. [ ] FOUNDATION 2ND [=ATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: q6lkn� i D lio W&4-7 DATE /INSPECTOR wow—.." I lz �. pF SOUTyo� �ol # TOW OF SOUTHOLD 0 LDING DEPT. `ycourm, 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. �nbr [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING RE RKS: DATE INSPECTOR V F so [ .X Glho # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��'' 765-1802 INSPEC ION [ ] F NDATION 1ST [ ROUGH PLRG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ - ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULK IN REMARKS: /d uvv DATE 3 INSPECTOR fJ.-n q46vrpa,Af SOTyol # # TOWN OF SOUTHOLD UILDING .DEPT. �o • �o 765-1802 INSPEC - ION = [ ] FOUNDATION IST [ ROUGH PLBG. [ t UNDATION 2ND [ ] INSULATION/CAULKING,AMING /STRAPPING [ ] FINAL ] -FIREPLACE--& CHIMNEY f ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) = [ ] CODE VIOLATION [ ] PRE C/O REMARKS: iqn\ Vn► o y\- DATE INSPECTORY99 1-1/ SU 0 F UtL�It'd - �aUTyo # # TOWN OF SOUTHOLD BUILDING DEPT. - ,ou765-1802 INSPECTION [ "] FOUNDATION 1ST [ ROUGH PL13G. "] FOUNDATION 2ND [ ] INSULATIOWCAULKING ' [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE"& CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ]_ ELECTRICAL-(FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS:- �,�V�e, DATE INSPECTOR o�a0ES0UlyO � ! � ,� � &Z.."600 vOF SOUTHOLD-BUILDING DEPT. V Jew 765-1802 - INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ];FIREPLACE &-CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH). [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR �� # # TOWN OF SOUTHOLD BUILDING DEPT. �ycourm��' 765-1802 :{ = INSP-ECTION [ ] FOUNDATION 1 ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY- [ ] FIRE"SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION = [ ] ,ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O- REMARKS: V1 w gtv�t C, �ekl Q&AVL,,- r V g- � DATE INSPECTORY4 U v7 Of SOUlyolo H�V S VI Pf I e V1 ow �jL'0jA/ # TOWN OF SOUTHOLD BUILDING DEPT. 4 `ycoutm NF'' 765-1802 I-NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND = [ ] INSULATION/CAULKING- [ ] FRAMING /STRAPPING [ ] FINAL - [ ] FIREPLACE & CHIMNEY "[ ] FIRE SAFETY INSPECTION-' , ] -FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ]' ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION rl PRE C/O REMARKS: DATE (5 INSPECTOR •- ollel # 0 TOWN OF SOUTHOLD SUILDING DEPT. t + 765.1802 �� S X319 INSPECTION lt3713 y3ylly [ ] FOUNDATION 1ST [ ] ROUGH PLBG. V315 S [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING � [ ] FRAMING/STRAPPING `�3g5a ( FINAL g3Y.S3 j ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT OENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: s col DATE INSPECTOR y,�, # # TOWN-OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH-PLBG. [ ] FOUNDATION 2ND [" ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ FINAL jM&j FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOL ION [ ] PRE C/O REMARKS: i �wAnlllctwy 0 b 3 �� w8 l ✓� n(. ... AIM ,� N1 �NV r q r �v�S Dti✓` . Aft DATE Imo. INSPECTOR L4 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ,1 '$d(� .'. P.O.Box 1179 54375 State Route 25 ' . Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) '� ` " 1 J�R Telephone:631 765-1938 Southold,NY www.southoldtownny-gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD ` vy® 0 J U L 2 4 2020 July 23, 2020 BUILDING DEPT. Christopher F. Dwyer T TT HOLD L.K. McLean Associates PC 437 South County Road Brookhaven, NY 11719 Re: Approved Residential Site Pian for-Vineyard View Located at 62600 CR 48, ±1,600' n/e% Chapel Lane &CR 48, Greenport SCTM#1000-40.-3-1 Zoning District: Harslet 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,, Donald J. Wilcenski Chairman cc: Michael-Verity, Chief Building Inspector Michael Collins, Town Engineer 'VtCOUNTY OF SUFFOLK L ' ' ac 5 2020 STEVEN BELLONE SUFFOLK 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(&Xaa&r 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 LIKAIAL. 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 JAMES L.DeKONING,P.E,VICE PRESIDENT R STEVEN W PPER R F F DD PR R 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 D i �`� IE P.O. Box 1179 '� Southold,NY 11971 J U L 2 8 2020 nDD Attn: Mr. John Jarski, Planner Re: Vineyard View, LLC—"Vineyard View" CommunityBU'PR?G DEPT. Letter Certifying Construction of Final Drainage Plan Ir r-_ ' "TTHOLD 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 diffiision 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 subkgr>~ lease do not hesitate to contact this office directly. Ur Very tr 1 yours, o R� A. r" � / 077397 Robert A. Steele P.E., Ex~ . 'sident RAS:cfd L.K. iWcLean Associates PC CC: Joanna Cuevas, Village View, LLC Michael Collins P.E., Southold Town Engineer TODAY'S CHALLENGES I TomORROW'S SOLUTIONS Since 1950 July 3, 2019 Mr. Michael Verity, Chief Building Inspector Town of Southold Town Hall Annex 54375 Route 25 Southold, NY 11971 D SEATTY•HARVEY-COCO ARCHITECTS . LLP R-1 :zw yo"I"RA"L&-Q Re: Vineyard View— Rebar Inspection JUL 3 2019 TO V11 N1 (37 11310 ID ,Dear Mr. Verity, I am writing regarding Buildings 1 and 2 for the above referenced project. This letter is to confirm that an independent review of the suitable soils, depth of footing, formsandrebar installation has been performed and approved by All Island Testing of Bay Shore, NY. To the best of our knowledge and belief we. confirm that the installation meets the approved plans and is in accordance with the NY State Building Code. As such, these buildings are ready for concrete and will be tested further upon schedule of concrete cast Sincerely, Salvatore G. Coco, AIA NEW YORK 1300 W'311 W-41 man Rcnd A,dvba.NY 11747 631.300,1010y] 631.30aloil (ij MARYLAND 1300 ihoiv.,S1 real, Suite 10 410.75227S?(11 410,75Z4647{1} July 20, 2020 Suffolk County Dept. of Health Services �ENPO Office 'of Wastewater Management 360 Yaphank Avenue, Suite 2C Yaphank, NY 11980 236 THIRD STREET GREE11lPORT NY 11944 Tel: (631) 477-0248 Re: !Vineyard View. LLC -- "!Vineyard !View" Community' Fax: (631) 477-1877 (Project#: 17106.000 (SCTM#: 1000-040-03-01) SCDH9 .Ref #" C10-:18-0007 MAYOR GEORGE W.HUBBARD,]R: Ext.,215 Please be, advised that the above referenced property is TRUSTEES located within an area served by the Village of JACK MARTILOTrA Greenport: Connection to the Village of Greenpoffs DEPUTY MAYOR PETER CLARKE sewer 'system • h-as been completed in accordance with MARY BESS PHILLIPS the requirements of the Village of Greenport. JULIA ROBINS VILLAGE ADMINISTRATOR Should you have any questions or require any additional PAUL].PALLAS,P.E. Ext.219 information, please, feel free to contact me at (631) 477- 0248, x219. CLERK SYLVIA PIRILLO,RMC Ext.206 incerely - TREASURER Ill ROBERT BRANDT (y Ext.217Pa-u I, A Pallas, P.E. Village Administrator Village of Greenport SUSTAINABLE COMFORT Code Testing Summary: Air Infiltration +Duct Leakage NYS ECCC Report Vineyard View Apartments Greenport, NY Testing Entity Sustainable Comfort, Inc. 1LI6 Main Street, Suite 301 Worcester, MA 01608 Project Information: Vineyard View County Road LIS Greenport, NY 119LILI Testing Summary Inspector: Greg Downing RESNET Rater ID Number: Oy20937 Inspection Dates: Multiple Inspection Dates Air Infiltration Testing Methodology Air infiltration testing has been conducted in accordance with Section Ry02.y.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 Ry03.3.3 of the 2015 IECC.Testing targets match requirements in Section RLIOU.Q,total leakage shall be less than or equal to Ll 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 Downing 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. INSPECTION REPORT 2 SUSTAINABLE COMFORT Table 1: Testing Results Building 1: TARGETS _ TE-BTiNG RESULTS TOTAL DUCT DUCT UNIT TOTAL DUET DUCT LEAKAGE UNIT MODELSET UNIT LEAKAGETO LEAKAGE INFILTRATION LEAKAGE OUTSIDE INFILTRATION [CFflA25) OUTSIDE (CFM50) -R C C C C [cFll2s]CC SBR CS 1stEnd 101 168 54 1237,m 8 _ x _ 3�l Jf, 1BR A3 lstint 102 80 40 836 96, ;7 js: 23R! B 1stEnd 108 80 40 1008 773' 1BR_A3 lstlnt 10y 80 40 8360 ; 'S2 18RASlstint 105 80 40 836 MR 03 1stEnd 106 188 54 1SR A2 2ndlnt 107 38 38 1004 -32 2BR 82 2ndEnd 108 45 45 1101, 2'" 1BR_A2 2ndlnt 109 38 38 1004 �`3T, " X19 `je'92 IBR A2 2ndlnt 110 381 381 10041-, Building 2: TARGETS TESTING RESULTS DUCT TOTALDUCT DUCT UNIT MODELSET UNIT TOTAL DUCT LEAKAGE TO UNIT LEAKAGE LEAKAGETO INFILTRATION LEAKAGE OUTSIDE INFILTRATION [CFM25] OUTSIDE [CFIA50] C C C [CFI�i25]C 3BR 03 1stEnd 201 108 54 1237 983 2BR B3 lstint 202 80 40 940 68[R IBR A3 lstint 203 80 40 836 1 IBR.A3 lstint 209 80 40 836 76 28R 81 1stEnd 205 80 40 10081, MR C3 1stEnd las 108 54 1237 ,-1062, 2BR E32 2ndEnd 207 45 45 1101 34 ISR A2 2ndint 208 38 38 1004 IBR A2 2ndlnt 209 381 gel 1004 36 .�„"'` `1y'' 878, 20R 82 2ndEnd 210 451 451 11011', INSPECTION REPORT 3 QVSUSTAINABLE COMFORT Building 3: `TARGETS TESTING'RESULTS TOTAL DUCT DUCT UNIT 7OTALbUCT DUCT UNIT LEAKAGE7O MODELSET UNIT LEAKAGETO LEAKAGE INFILTRATION LEAKAGE OUTSIDE INFILTRATION [CFM25] OUTSIDE [CFMSO] C P11 C C F El 1;FM25]F C 38R C3 lstEnd 301 108 54 1237 1065 2BR B1 lstEnd 302 80 40 1008 758' 1$R A8 lstint 303 80 40 B6 671 1SR A3 lstint 30y 80 40 836 778 2BR 81 lstEnd 305 80 40 1008 680 3BR C3 lstEnd 306 108 54 1237, 1025 28R 82 2ndEnd 307 45 45 1101 32 11 . 798 1BR A2 2ndint 308 38 38 1004 ' '30 1SR_A2._2ndlnt 309 38 38 1004 35 11 `727 2BR_132_2ndEnd 310 45 45 1101 37 ;• ]3 .; 690 Building 4: TARGETS TESTING RESULTS TOTAL DUCT DUCT UNIT TOTAL DUCT DUCT LCAKAGETO UNIT MODELSET UNIT LEAKAGE 70 LEAKAGE INFILTRATION LEAKAGE OUTSIDE INFILTRATION [CFM25] OUTSIDE [CFM50] .71 C E 4 C COPM251F C 2BR_B1_lstEnd 401 80 40 1008 558 313R_C2 lstint 402 113. 55 1055 '42 .,� 21 939 213R 131 ist'End q03 80 40 1008 • -49, . 10 538 2BR B2 2ndEnd . 404 45 45 1101' 22•'. ; 85 2BR B2 2ndEnd 905 45 45 1101 3y 13 7q Building 5: - TARGETS TESTING RESULTS DUCT TOTAL DUCT DUCT UNIT TOTAL DUCT UNIT LEAKAGE Ta MODEL SET UNIT LEAKAGE TO LEAKAGE INFILTRATION LEAKAGE INFILTRATION C OUTSIDE [CFM25]C OUTSIDE[cFM2s]F [cFMsa] C Y H C E C 28R B1 lstEnd 501 80 40 1008 588 SBR—C1 lstint 502 56 56 1055 ,11 u ql 17 948 2BR B3 1stEnd 503 1 80 40 1008 ° 679 21314 82 2ndEnd 509 q5j 1151 1301 38 14 639 2BR B2 2ndEnd 505 451 451 1101 32 15 '888 INSPECTION REPORT 4 SUSTAINABLE COMFORT Building 6: TARGETS TESTING RESULTS TOTAL DUCT DUCT UNIT 7O7ALDUCT LEAKAG7D CT UNIT MODEL SET UNIT LEAKAGE TO LEAKAGE INFILTRATION LEAKAGE OUTSIDE INFILTRATION [CFM25] BUT[C 5113 - [CFM50] E E E - F 28R_B2 1stEnd 601 80 40 1008 533' 33R C11st[nt 602 56 56 1055 3BR C3 1stEnd 603 108 54 1237 38R C3 1stEnd 604 108 54 1237 796' 28R B22ndEnd 605 45 45 1101 36 12 720, Building 7: TARGETS TESTING RESULTS TOTAL DULL DUMC UNIT TOTAL DUCT LEAKA CT UNIT MODELSET UNIT LEAKAGE TO LEAKAGE INFILTRATION LEAKAGE OUTSIDE INFILTRATION [CFM25] OUTSIDE [CFMSO] ® - - - [CFM25]C - 3BR_C3_1stEnd 701 108 54 1237 3Cllstlnt 702 56 56 1055 1=; �Ie 21 138 1013 3BR C1 1stlnt 703 56 56 1055 28R 811stEnd 70y 80 40 1008 2BR 82 2ndEndl 705 45 45 1101[":. 37 `�5 863 INSPECTION REPORT 5 SUSTAINABLE COMFORT Photos v Building 1 - Typical Building Exterior P ;'-fing 2 Typical Building Exterior VA 77 1 rr f4 3 Typical Duct Leakage Te Typical Leakage to Outside Test Typical Mechanical Ventilation Test Typicai rianiuny6 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: _ c650- 661 776'(+1 4:1,%) ACH50 6.28 cfm/ftz(Floor Area) _ 1.0106 cfm/ft?(Surface Area) 0.2778 Leakage Areas: 71.2 int(+/- 13.4%)Canadian EgLA @ 10 Pa or 0.0255 int/ftz 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---1--1--1--L-L------------- --------L-----L----�--J - 800 - O Depressurize ----------i--------L-----L---- -i--- 700-----4------i--+--i--i------------- --------r--- --' --�-- 600 -- i--- �- - --- --►-------------------------- 500 �--- ---------- -- -1---1--J--1-J--L-------------J LLL--J--- ---- � �------ -� -----� ----� i 400-----4 ------- Building +----- ----I----�--- Leakage Wrn) 300-----4---+---i--+----1------ --------+--------i------+-----� ---�--- 200 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(ft3) 7409 Surface Area: (fta) 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 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 l BUILDING LEAKAGE TEST Page 4 of 4 Date of Test: 4/7/2020 Test File:Vineyard View- Unit 102 Comments None 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: cfm50"Airft�o_w 967 (+/-`.7:0 �v ACH50 7.68 cfm/ft2(Floor Area) 1.0402 cfm/ft2(Surface Area)l 0,:2930 Leakage Areas: 58.8 int(+/-35.3 %)Canadian EgLA @ 10 Pa or 0.0176 in2/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 I I I I I I I I I I I I O Depressurize I I I I I I I I I I I I I I I I I p I I I I I I I I I I I 900 ---1---L--L--�--1-1 -------------L--------1------1-- - ---L--� -- I I I I I I 800-----T ------I ---II----II----�I---rI -------------aIr------- rI --- ' 11-------7 700 --1---L--L-J--L-L-------------L------- -- L---1 1 1 1 1 1 1 1 -------------I--------I ----- 1�I---------+r�II--------L�IrI -- --- I I I I Building 6 0 1___L__L_J__L_L-------------L--- 500 -- Leakage I I I I I I I I I I I I (cfm) 400 ---II II II I II {II--------------II1 - II1 ----1II1----4II1--- ---------- -- ---r---IF-4-71-1r-1r------- -----r-------r-----r---r---300 - -- r 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 I I I I I I I I I I I 1---1---L-J--L- -------------L-------L-----L---1---L--L-- 200 ___I I I I I 1 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I 19000 _--I I I I I I I I I I I I ---r--r--1--r—r-------------fi-------fi-----r---rt---fi--fi-- 80 4 5 6 7 8 9 10 20 30 40 50 60 7080 Building Pressure (Pa) 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: (ftz) 3348 Floor Area: (fta) 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 New York 2016 Label New York 2016 Label County Road 48, Unit 101 County road 48, Unit 102 Model: 3BR 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 Building Env6116pe'SPecs wilding Envelope' ecs 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 Mgchanical Eguip�ent Specs Mechanical,Equiprnent 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 a Electric a 19 Cooling:Air Source Heat Pump - Electric o 17 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 Professional Builder or Design Professional Signature: Signature: New York 2016 Label New York 2016 Label County Road 48, Unit 103 County Road 48, Unit 104 Model: 2BR B1 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 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: NIA 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.) Window& Door Specs Window & Doo_r_Specs U-Value: 0.34, SHGC: 0.25 U-Value: 0.34, SHGC: 0.25 Door: R-3 Door: R-3 Mechanical EW enfspees 'Mechanida[Equiprnen °Sp e cs ` 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 Heater- Natural Gas - 0.62 Hot Water: Water Heater- Natural Gas - 0.62 Energy Factor Energy Factor Builder or Design Professional r _ Builder or Design Professional Signature: Signature: New York 2016 Label New York 2016 Label County Road 48, Unit 105 County Road 48, Unit 906 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 itirrr � pec .. itfefir� rt ps Ceiling: R-0 Ceiling: R-38 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: 683 CFM50 (5.53 ACH50) Infiltration: 900 CFM50 (4.42 ACH50) Duct Insulation: Supply: RO, 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.) U-Value: 0.34, SHGC: 0.25 U-Value: 0.34, SHGC: 0.25 Door: R-3 Door: R-3 ai Equi � a �ci �siiclgp > , pc Heating:Air Source Heat Pump m Electric ® 9.15 Heating:Air Source Heat Pump ® Electric o 9.65 HSPF HSPF Cooling:Air Source Heat Pump . Electric ® 17 Cooling:Air Source Heat Pump o Electric - 19 SEER SEER Hot Water: Water Heater s Natural Gas o 0.62 Hot Water: Water Heater® Natural Gas o 0.62 Energy Factor Energy Factor qaeiild§�°.c =,V �i� fro �� aona�� a ;��a1.�� it,� i�� t°o�assicn,a77 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 N9 i g _ [opt Spio - N g tui@i' ��ve It�pvd ps - 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: 810.3, Return: R10.3 Duct Lkg to Outdoors: 19 CFM @ 25Pa (2.01 i Duct Lkg to Outdoors: 23 CFM @ 25Pa (2.05/ 100 s.f.) 100 s.f.) _ `Wtir�d_w �ti7CO eco sc U-Value: 0.29, SHGC: 0.28 U-Value: 0.34, SHGC: 0.25 Door: R-3 Door: R-3 P chi ical f` ip �t p cs Mechahic Heating:Air Source Heat Pump o Electric a 9.15 Heating:Air Source Heat Pump m Electric • 9.65 HSPF HSPF Cooling:Air Source Heat Pump • Electric® 17 Cooling:Air Source Heat Pump a Electric m 19 SEER SEER Hot Water: Water Heater Q Natural Gas • 0.62 Hot Water: Water Heater o Natural Gas o 0.62 Energy Factor Energy Factor ,q!�ild—teer,O�i —RP Signature: ��- �� Signature: � _ � New York 2016 Label New York 2016 Label County Road 48, Unit 109 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 p -= -_ - g:u:�IlTn6l—n jbp�e peqs, lCh 610 _�SeCj 7 C_P�� 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: 810.3 Duct Lkg to Outdoors: 19 CFM @ 25Pa (2.01 1 Duct Lkg to Outdoors: 19 CFM @ 25Pa (2.01 100 s.f.) 100 s.f.) Winckq W_&,D4:ot qp s �A�qL U-Value: 0.29, SHGC: 0.28 U-Value: 0.29, SHGC: 0.28 Door: R-3 Door: R-3 94c0a�1�1 Qa—�IF-440- —1 C :qy:p 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 Heater- Natural Gas - 0.62 Hot Water: Water Heater- Natural Gas ® 0.62 Energy Factor Energy Factor -ffu�lldetdr , ,es�k Profttsil6h I Signature: Signature: 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 Flung 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 AAMAMDMA/CSA 101/I.S.2/A440-11 Class LC-PG50: Size tested 967 x 1957 mm*(38 x77 in*)-Type H AAMA/WDMA/CSA 101/1 S.2/A440-08 AAMANVDMA/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) Air infiltration2 0.3 L/s/m2(0.1 cfm/fe) Canadian Air A2 Infiltration/Exfi Itration2 Water Penetration Resistance 360 Pa (7.50 psf) Test Pressure2 Uniform Load Structural Test ±4320 Pa (90.23 psf) Pressure, Forced Entry Res1stance2 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 pso 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 1i rJ � t.� DONALD R. KYLE, P.E. �DON tKE��°. Laboratory Representative 5a Professionals In The Science of Testing `4� 1 of 25 �fss�nNA�- Nc'�� . o-0 LIURA Lo Ko McLean Associates P 437 South Country Road o Brookhaven o New York o 11719 (631)286-8668 m FAX(631)286-6314 25 Newbridge Road o Suite 304 o Hicksville o New York a 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,RE VINCENT A.CORRADO,P.E July 17, 2020 TAMARA L.STILLMAN,P L.S. Town of Southold Planting 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,erflzanced 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 approvalsub_ . lease do not hesitate to contact this office directly. ,,�,.6 r�J ,i''�, Very ti 1 yours, ,D A. rG`ti c� CL- 077397 SIr Robert A. Steele P. Ex sndent RAS:cfd L.K. McLean Associates PC CC: Joanna Cuevas, Village View, LLC Michael Collins P.E., Southold Town Engineer TODAY'S CHALLENGES I TOMORROWS SOLU'ITIONS ,Since 1950 , Town Hall Annex ,' ,' !h ` Telephone(631)765-1802 54375 Main Road 'S Fax(631)765-9502 P.O.Box 1179 Y Southold,NY 11971-0959 .,'Y" wvrkrM BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION,-PRE-ENGINEERED ; WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: March 12, 2019 Owner: Vineyard View, LLC 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 submi ' g this form): Q4n Irlln VA Capacity(check applicable line): x Owner Owner representative TrussRegMdocx Effective 1/1/2015 age • .• . ��rr MONO FOUNDATION (IST) ----------------------------------- F .FouNDATION (2ND) ILI ROUGH FRAMING PLUMBING NO INSULATION PER N. YI.- 8TATE ENERGY CODE ADDITION4 COMMENTS NEII W2,712M.ArAM M' All �11�:�■Ii"l�[ � •� Ali � � • �� l TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying9 TOWN HALL Board of Health SOrUTHOLD,NY 11971 4 sets of Building Plans Z TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 �� Survey Southoldtownny.gov PERMIT NO. Check Septic Form NYSDEC. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved (,L' ,204 Mail to: Disapproved a/c Phone: Expiration 0 (� D l mBuig pector , AY 2 4 2019 APPLICATION FOR BUILDING PERMIT Date March 20 120 19 INSTRUCTIONS 'f 1 1D�[i giT b completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 set o p ans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been 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, LLC (Signature of applicant or name,if a corporation) 1000 University Avenue, Suite 500, Rochester, NY 14607 (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, LLC (As on the tax roll or latest deed) If�Iii t is a co or ti n,signature of duly autborized officer Aa)o n C,I V f (Name aild title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 62600 County Road 48, Building 1, 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: t ra. Existing use and occupancy undeveloped 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. Estunated Cost$1.024,577 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 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 119' Rear-1 19' Depth 55' Height 25' Number of Stories 2 9. Size of lot:Front 393.5' Rear 432.43' Depth 908.43' 10.Date of Purchase 3/27/19 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 premises 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) EUZAsM ANNE COLLINS SS. Notary Public,State Of 006YOFR 26669:1 COUNTY OFaeI g Monroe County.Reg. Commission Expires AUgttst 8.20 3-pa)y n Q eu e a being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the q ewe V (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 the work will be performed in the manner set forth in the application filed therewith. h er Wd e th of t- 20 Notary Public Signature of Applicant Michael J.Domino,President ��0f soy0 Town Hall Annex John M.Bredemeyer III,Vice-President �� l0 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski G.2` • Telephone (631) 765-1892 Greg WilliamsO i Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 9174A Date of Receipt of Application: February 23, 2018 l: , Applicant: Kace LI, LLC c/o Michael Kontokosta l 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. r 'L4'_W� Michael J. Domino, President Board of Trustees Glenn Goldsmith,President Qf SQ(®d� Town Hall Annex Michael J.Domino,Vice-President �O Y ®� 54375 Route 25 y,3 P.O.Box 1179 John M.Bredemeyer III Southold,New York 11971 A.Nicholas Krupski G Telephone (631) 765-1892 Greg Williams �® Y® 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 construction.activiiies:within-100' from the landward edge of the wetlands for the construction of a 50-unit affordable housinR development with a community building,, communal play &recreation areas,=on-site parking lots and various -rain_garden/stonnwater retention-areas for draihag e' and to install and maintain throe houi all construction a line of staked hay_ bales and/or`silt fencing to be installed-no closer than 1.00' from the landward_edmof wetlands...- At etlands.;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 February23, 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 wither 100'from the landward edge of the wetlands-for the c6nst action of a 50--unit affordable housing development with a community building„ -communalplay& recreation areas on-site parking lots, and various rain gardeii/sforin afer retention areas for:drainage; and to'install and.maintain throukhout all c'onst-uction_-aline of staked hay_ -bales and/or-silt"fencing to.be installed no closer than 100.'"from the landward age ofuietlands. The certificate is issued to Kace LI. LLC c/o Michael Koritakosta owner of the aforesaid roperty. a Authorized Signature N, YQRK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 # SUNY n Stony Brook,50 Circle Road.Stony Brook,NY 11790 P (631)444-0365 1 F-(631)444-0360 www dec nygov 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 NEW YORK I Department of suc a Environmental Conservation "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. 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 1St and October 31st, 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 631-4440307 or kevin.jennings@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$100 is being returned to L.K. McLean Associates with their copy of this letter. Currently, no fee is required for a jurisdictional determination. Sincerely, / George W. Hammarth Permit Administrator sla cc: L.K. McLean Associates, P.0 BOH Wildlife file � r 77 am 1 AN Ow SUE" llti CountyDe taZ. n 'I�S ..v �-tme«s of ers.I;,n Scrvk es App. Val for Constl actic.-i-G,1.,heiTh am Single FaYlly Deference IVa. e" tr6-006 I S Sx QdII Flow q Ti:ese plans llavc t3aeri rear `�T( ``�'s`+1r•'1 i RSA /� ��}y (� iecfed�,- �•:==Fal } County Department of � L'�.:•t w 1A41•P_1a`Tic .Vltfi�ulfull: 1: I�ealtll selinicc[, sf. , x`83, relating to nater , Q !~t�l� `LII :QYiFi =f' dl;:FiO�`c 1. {i�'1Ii dlese of ally 01, Mons, it { LT1t J.f.:ISoZ IIL`18:i ur l Ic.� of deto, CO;iS12 u��;E1;1 i9 22LaliIP@ 7J �3c' j� ( accordance tr,'tL the ��l nr III att. s ,l P€:tiu cllnd; low and 11cej I St3Ytd.'11`R, T l�8&SP-j"^tilll l$Fti`r':= , 'Il�l� J1Q c Ti3Cl:1`. [ $�ti?filo`�iil el plres d years fltirn the cpl;roval ua ess cxtc 03 dcd c I zis= b6 ;i � d. Approval Bate J i?rVi,'",:P16r o r + 1300 Walt Whitman Road, L- � JCxt. 11747 Melv((� '� &OveAA � 6:D4 vL4..4,4Ybn Phone 631 300 1010 °•- owner/developer. ff, 6 ✓ CONIFER REALY LLC � 83 E.Main Street,Suite 600, /to Rochester, New York 14604 14D 1 (, Site/Civil Consultant S-9 FUMVINIJ L,.I�fioludo `�• � It LK �5 � v LONG Water Line(s)�AUS't" � knSpeceA Ry 1"h® `ISLAND, 'Ny Suffolk County Dcrn . 4�4cWtml Sues. 437 SOUTH COUNTRY RD., BROOKHAVEN. NEW YORK 11719 Call 852-575q, 4� Fioij=, :,) ,,mance, r®I: 631.286.e66g To Schedule Inspection(s). VINEYARD VIEW NORTH ROAD TOWN OFSOUTHOLD, N.Y,-,,I,,, icy OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex *Qf SO(/lP.O. Box 1179 54375 State Route 25 �� Ol0 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY Telephone: 631 765-1938 v, www.southoldtownny.gov olycou 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/o 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 conditionsA - 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. 1 Respectfully, Brian A. Cummings Planner cc: Joanna Cuevas, Conifer Michael Verity, Chief Building Inspector with map James Richter, Stormwater Manager with map Encl. OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ,Ig SO[/TP.O.Box 1179 54375 State Route 25 ,`O� �� Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone:-631 765-1938 Southold,NY www.southoldtownny.gov �O �y00UNT�,� PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 17, 2019 Christopher-F. Dwyer L.K. McLean Associates PC 437 South County,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 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 as Vineyard 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 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 Christopher Dwyer, authorized agent, submitted revised WHEREAS, on January 4, 2019, 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.AI1 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 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 l5% 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 January 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 on site. 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 %Z 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. Paqe 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 31st) — 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 a. 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. . 4 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. Vineyard View, LLC. BY:Vineyard View Managing Member, LLC. BY:Conifer Realty, LLC. Print name: By: Lisa Kaseman, Regional Vice PresiderttApplicant Signature: Date: 02/15/2019 COUNTY OF SUFFOLK D STEVEN BELLONE S E E 9 2020 SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF PUBLIC WORKS I BUILDINGDEPT ►q+ d O`, rF Cr n �l`=d THOLD 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 Whom It May Concern: Our inspection indicates that a portion of the'work which you performed upon the County right-of-way, under the above-referenced permit,is not acceptable. You are required to correct this work as listed below in accordance-with Suffolk County standards and specifications: 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(631) 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)852.4079 Electrical Inspector �1UCF: NOV 2 Z 201UIL®ING DEPARTMENT42 - F TOWN OF SOUTHOLD r { � } -Town-Hall Annex - 54375 Main Road - PO Box 1179 SE Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roaerr@southoldtownny.cov - seandC@,southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 10/29/2019 Company Name: Three Brothers Electric, Inc. Y j Name: Mark Kassay, President (Suffolk County License Holder) License No.: 3792-ME email: MK3BROS@MSN.COM Address: 6 Enterprise Drive, Suite A, East Setauket NY 11733 Phone No.: 631-473-0911 p _ 4 JOE SITE INFORMATION (All Information Required) Name: Vineyard View Apartments, Building#01 Address: Greenport NY " Cross Street: W/O Cha el Lane s Phone No.: 585-360-7022 Dan Philhower, Job Super Bldg.Permit#: 43852 email: Dan.Philhower@Lechase.com Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Wiring of(2)Story Aparment Building consisting of (10)Apartment Units&(1)100 amp,Common Area Meter. 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 11 Old Meter# a New Service - ire Reconnect- Flood Reconnect-Service Reconnected<Underground Overhead z # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form.xis PIC �� J `� 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 170 errasoutholdtownny.gov — seandAsoutholdtownny.gov, APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 10/25/2019 Company Name: Three Brothers Electric. Inc. Name: Mark Kassay, President (Suffolk County License Holder) License No.: 3792-ME email: MK3BROS@MSN.COM Address: 6 Enterprise Drive, Suite A, East Setauket NY 11733 Phone No.: 631-473-0911 JOB SITE INFORMATION (All Information Required) Name: Vineyard View Apartments, Construction Service Address: 62600 County Rt.48, Greenport Cross Street: W/O ChapelLane Phone No.: 585-360-7022 Dan Philhower, Job Super BIdg.Permit#: email: Dan,Philhower@Lechase.com Tax Map District: 1000 Section: ---Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) 100 AMP, 120/240v, Single Phase Overhead Construction Service with 100 AMP Weather-Proof Panel. Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: YES NOissued On Temp Information: (All information required) Service Size(1 Ph 3 Ph Size: IO C2 -A # Meters Old Meter# New=Service - Fire Reconnect- Flood Reconnect-Service Reconnected - Underground Overhead ,# Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: Service to Power Job site Construction Trailer. PAYMENT DUE WITH APPLICATION q -0 Request for Inspection Form.xis P� BUILDING DEPARTMENT- Electrical Inspector k 1 TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 I Telephone (631) 765-1802-FAX (631) 765-9502 Temporary Certificate # 753V_ _ Date = _- 2020 - - ---- ----- -- ------- - --- Customer Name Electrician Name Addresst4 - Phone b 7 911 .- - - _ ------ - - -14 EVA 1 - --- - - -- - - -- _ - - - - -- - - - --- ------ --------- - - - �1 -e-mail K PhoneLicense # , - - ---- - _ - - - - Size-_ Lf-00 .A Phase ( Overhead Underground _ ____ # of Meters Remarks 3 - 1 #of Underground Laterals, ' 1 2 - New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected ' Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation Y is complete,the town will conduct a premises inspection of the service equipment. i i This veritication is v d for 90 d fi the date bove. Authorized by 3 O � o�� EXHIBIT "A" e ¢ PSEG REFERENCE # 900000093265 BLDG,ITYFE Dl LEGEND ° FIN FLR EL•23 ZS' �>O PSEG TRENCH ® SINGLE PHASE PM TRANSFORMER SINGLE PHASE RISER ON „¢ P#438 °— ®J ® RISER POLE NEW POLE TO BE INSTALLED t BLDG 2fIYPE BI FIN FLR.EL.=2325' A J SINGLE PHASEKgG 3 TPE B) �\ /1 BLDG O(TYPE Al F RISER ON, °O FIN FLR [ J y l RN FLR _isNEW P#4EL_ s3BLDG ) 2325 fFINRR, EL= ]325 Jo, FIN FLR EL=]p p l i' FBLOG7EDI \ € I ° BLDG SM AI RN FLR.EL=2515 NOTES: �} 1. CLUB HOUSE AND BOOSTER TO BE 3 PHASE. 2. CUSTOMER TO INSTALL 3 PHASE SECONDARY TO POLE ON NORTH � RD. THIS SECONDARY RUN WILL BE CONSUMER OWNED. � � , IJ 3. CONSUMER RESPONSIBLE FOR INSTALLATION OF COMMERICAL `® SERVICE FOR S.T.P.. —� 4. NEW MIDSPAN POLE TO BE INSTALLED FOR SINGLE PHASE PRIMARY o ° RISER. 3 .a"s'e�="b._ __ t: wxk;� ;<'""i- •t r :•>`::"`'1;, ° R";„�Y.`'..,a'":,.e# '.• .`, `. FSA-„::T?' - :-='.x''s' w'.�... _ = 5�.-:...�..- � x��,s, y.'a,1.rX`'.:t�„,«.,=-+., -re>r = - _-.� z',; ; 7X•` _ ___,.. _.4--�- c,..< "^`°”+.v,.v...:R ... .... Suflolk County epartnlen of I,eai n Services APProval for ConstruttiOn-Ether T� pan Single Fam.B s Y •Y ce i, .o ��0'q'CQ6 Reference r design Flow Use(S) 711ese plans have t28P12 ret�iesred of c• -` M G`'= �iUll[2 I}L •l.t£i EN?31vin1F:n "ivithl l ' e ty partment of Heait Salf�ll; `d t:r4J3� a U4tfil:d�2'a1:ir rU l$tldl� a to cater t'pp Y land Eiv;F2�4 dl'�ji0821 P z r dies of ally UliIlESloi1S, `l i11CO:,S1So8IIC18s or j1tji of aetP011, C?Istri:�llt)a1 i3 lcf211iPp0 1i io i, accordance trtz: the attar) � St3TtdarC:B,t:nlC'at r en = �i !i%i t Cti 2(iy:loilS F C: 1 11SCi?�' ` She_!..-tltly t4Ftiv_'^^ z 'Z.•.., try, u14 expires 3i e F Y..<.A artirerc.71usapproval years from tLe wppl�va?uat ��ya es,. Cxt,• dud c 1 nore d, Apprrwal]),ate .evr^v*r _ fp(l- t vemJa�. `� 130047 Walt Whitman Road, Melvifiej` ,,_ hone �' 1 300,1010 � C mel mey- �I1,0A owner/developer •�•.��:�w,��L��d � CONIFER / R REALY LLC 83 E. Main Street •�"��-��° 0(JS Rochester, �Suite 600, w� /tQ New York 14604 1ARVlltt Site/Civil Consultant ; S-9 w s ➢ J v -t ylI Ekl !� •'{' LONG`ISLAND, a1�$r,Pfv± Water Lines) �i11S'T 13111nS��BY be •NY 437 SOUTH COUNTRY RD., Suffolk County Der,:.+�l g- Lq t Se=es. BROOKHAVEN, NEW YORK_ 11719 Call 852-575`x, 4-L' r-►o 4 i f,a ance, rel: 631.286.8668- To Schedule Inspection(s). VINEYARD VIEW NORTH ROAD n I 1i TOWN OF SOUTHOLD, N.Y.n,-l" ON M, 010 % f LEGEND: PROPERTY LINE , PROJECT /-" . . ---- PROPOSED EASEMENT LINE LoTc,a ION =) PROPOSED TREE LINE �`k :. , Greenport "01 -o- PROPOSED UTILITY POLE 2005 FRESHWATER WETLANDS BY r' SE AFFIRMED OMBY,N SDDECU ,E LETTER 6/20/2018 7s EX. WATER METER F F , r � € i� � I ✓ / / I / �� ___ � EX. WATER VALVE I I ` / / T � �' I EX. U.G. WATER / EX. U.G. TELEPHONE 1300 Walt Whltman Road,Melvllle, New York I i ......., ,... ._,_a.,.., ......1 —E—E— TRIC 11747 631 300 1010 ..J...M_:;..-.<'..•....a.._...sb:.._F.J,.J v.._. _s,_.. - ',`."""-......>...._f..-<,.... :........: _..,.. <".."".. - ,. .. ....._.. x. {. ``i.'""/,.•i.fvi.,t . r..._...I._..1 ..__...;_.._ ., • ,�, " / �OE Phone r . EX. U.G. GAS EX ELECTRIC MANHOLE owner /developer:a LOC'� EX TRAFFIC SIGN CONIFER REALY LLC ........ ...... ....... , N.T.S. �-, EXISTING UTILITY LIGHT POLE 83 E.Main Street,Suite 600, " r .."•-<,.._•_ a."'�---b-.'_._`'\``� / er Rochest New York 14604 `r -0- EXISTING UTILITY POLE 0-1 EXISTING LIGHT POLE A a I ....;,..... / Q3 I ., �� I I / © EXISTING ELECTRIC METER Site/Civil Consultant 01 I/ / I EXISTING FIRE HYDRANT EXISTING WATER VALVE EXISTING CATCH BASIN V x 2233 I I EXISTING SPOT ELEVATION , \, I \ j / A b h NON– DISTURBANCE BUFFER / I L K. McLEAN ASSOCIATES, P.C. PROPOSED SILT FENCE LONG ISLAND, NY (LIMITS OF CLEARING) 437 SOUTH COUNTRY RD., z� PROPOSED CONSTRUCTION FENCE B l: 631.286.KHAVEN, NEW YORK 11716 Tel: 631.286.8668 3 ! 3, �45b 3' - e f 14, 0 14, 't- cU 18,8' o , ni 1 VINEYARD VIEW ' I I C...jam" I f•w� 7..,... � 2.4 FOUNDATION WALL .. NORTH ROAD Aun L,j " ' / / / TOWN OF SOUTHOLD, N.Y. 11939 .VA _L. ; BLDG. 1 (TYPE C) I z` i' ' �~ F l 3 I LIMITS OF 100' FIN. FLR. EL. 23.25' ETBACK (OFFSET) TO / E' r. I I 1,9 WETLAW DELI NON (BY C.W. BOWMAN—LAND !' 115E ECOL�(1GICAL {* / / / �. �� ,�,,�� a AA/71 i 11751 0 0 20,8' / �/ ~" - -- -- -- - - - - - - -- - - -- -- -- - - - I ¢ SERVICES, INC.) 40,1 (TICAL) , { 1 11x1' PIERS (TYP,) I / ( I ' QS coni 1 t REAL ESTATE DEVELOPMENT,CONSTRUCTION b MANAGEMENT 00 CK : ■ i ,w r / / / rf / seal f �/ ``) n..*.i...il."i'..t✓,"i.,t✓,h.l✓,i,.,t../i,.,C✓'."i~.l✓.i...f./'...i•„f.J.i... J..J'..J I " r ' ,../ C � i / ft / r 1 I h issued date description fn I •r,, + 4ti / / ! / / II ` t R / / / 1 7-22-19 FND.ASB. BLDGS. 1 &2 o 2 8-27-19 FND.ASB. BLDGS.6&7 v 3 9-6-19 FND.ASB. BLDGS.3,4&5 4 9-25-19 FND.ASB. BLDGS. (Comm.Ctr.) I 158,4 o 141 - - - - - - - - -- - - - - - - --- - -- ,- - - - - - - - - - - - -- - - 37.8 'Uo' 0 4 �J OL 0 14,5' O ; ; �•.. �: , cU Ri 23,4' 23.4' i 2,0 issued date description BLDG. 2 (TYPE B) 3 FIN. FLR. EL. = 23.25' o m I / 17OUNDATIf1N WALL 36,8' �' M Is. o p v % 162, 7 14.5' In 21,4' a� % �+ ZQ 21,4' IJY! I� - - - -- - - - - - - - - -- -- - -•- - -- - - - - - - - - -- - - - - - - - - dB d� 14,6 PIERS (TYPJ .n " .L Y ,K:;':.) title ..i. / .✓.. ._ ....-_........ .... .._. Y IJ_ .. .. +, I w.. � d .,:ti.✓7hXJ __��. ASBUILT- NOTES cv j 1 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. Detail (Bldg.1 and B I d g.2) 41 N % i ( ! 2. THE HORIZONTAL DATUM IS IN THE NEW YORK STATE PLANE COORDINATE SYSTEM, 3 NAD83(2011),LONG ISLAND ZONE. N f r ' 1 3. THE VERTICAL DATUM IS REFERENCED TO NAVD88(GEOIDI2A). 4. BEARINGS SHOWN ARE REFERENCED TO LIBER 11957 OF DEEDS AT PAGE 433. NOV 2 ��9 drawn by: TLS 5. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED 0 j f LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE checked by: CFD NEW YORK STATE EDUCATION LAW. a{ ? 4 1 scale: AS NOTED E CL Ei 3 1 6. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF cVC j �� THE LAND SURVEYOR'S'EMBOSSED"OR INKED"SEAL SHALL BE CONSIDERED TO project number: 17106.000 O ' ' BE VALID TRUE COPIES. Q NE'ly 't y O 7. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED (,y P �A L. S r/( O�P,f I f1 IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS sheet number �. I ! ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND I hereby certify that this map was made from an actual survey _ O j { ; SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM completed by me on 07/16/2019, 08/12/2019, 08/30/2019 and 09/24/2019. THE EDUCATION LAW OF THE STATE OF NEW YORK O THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, PROHIBITS ANY PERSON FROM ALTERING ANYTHING O y GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREONAND TO THE IN THE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION c0 { 1 ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT t' 2O O 2O 4O OF A LICENSED PROFESSIONAL ENGINEER, WHERE n / �O � SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL L O �L `` J 1 TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. � 050528 ��—f— ,'; j f y `\ 1 TAMARA L. STILLMAN, P.L.S. ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE Eb rj� THE FULL EXTENT OF THE ALTERATION ON THE Z j EA� NYSPLS No. 50528 SCALE IN FEET DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2) ■ c f oni e r r LETTER OF TRANSMITTAL REAL ESTATE DEVELOPMENT, CONSTRUCTION & MANAGEMENT T0: Town of Southold-Building Det DATE: 06/13/2019 -JOB NO: I 2334 Attn:Amanda Nunemaker RE: Check for Foundation Permit Fee 54375 Main Rd VIA: r_-j USPS r- i UPS PDQ Southold, NY 11971 USPS Priority UPS Overnight 631-765-1802 Tracking No: 1Z9A9E420191984560 WE ARE SENDING YOU THE FOLLOWING: r-)Attached 1-1 Under Seperate Cover COPIES DESCRIPTION i THESE ARE TRANSMITTED AS CHECKED BELOW: For Approval r-1 For Your Use rJ As Requested M For Review and Comment Approved as Submitted 1-1 Approved as Noted Returned for Corrections Other REMARKS: Check for Foundation Permit Fee COPY TO: SIGNED: rittlmin, stine Flynn, Develo men f www. coniferile.com 1000 UNIVERSITY AVENUE, SUITE 500, ROCHESTER, NEW YORK 14607 [E] contactus@coniferllc.com [P] (585) 324-0500 [F] (585) 324-0556 REScheck Software Version 4.6.5 Compliance Certificate Project Vineyard View - Building 1 Type C Energy Code: 2015IECC AGN\T ECT �t Location: Greenport, New York Q Q,P�O 0 Construction Type: Multi-family Project Type: New Construction O Conditioned Floor Area: 6,122 ft2 F- A >_ Glazing Area 21% cr) �, a t� �N Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: STATS Construction Site: Owner/Agent: Designer/Contractor: County Road 48 Conifer, LLC BHC Architects, LLC 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 trade-offilcompliance: Passes using UA Compliance: 3.5%Better Than Code Maximum UA: 1508 Your UA: 1455 Maximum SHGC: 0.40 Your SHGC. 0.40 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Floor 1:Slab-On-Grade:Unheated 440 10.0 0.767 337 Insulation depth: 2.0' Floor 2:All-Wood joist/Truss:Over Unconditioned Space 6,122 19.0 0.0 0.047 288 Roof 1: Flat Ceiling or Scissor Truss 6,122 38.0 0.0 0.030 184 Front Wall:Wood Frame, 16" o.c. 2,043 21.0 0.0 0.057 87 Window A: Vinyl/Fiberglass Frame:Double Pane with Low-E 26 0.360 9 SHGC: 0.40 Window B:Vinyl/Fiberglass Frame:Double Pane with Low-E 140 0.360 50 SHGC: 0.40 Window E:Vinyl/Fiberglass Frame:Double Pane with Low-E 185 0.360 67 SHGC: 0.40 Door A: Glass 160 0.250 40 SHGC: 0.40 Rear Wall:Wood Frame, 16"D.C. 2,043 21.0 0.0 0.057 87 Window A:Vinyl/Fiberglass Frame:Double Pane with Low-E 103 0.360 37 SHGC: 0.40 Window B:Vinyl/Fiberglass Frame:Double Pane with Low-E 35 0.360 13 SHGC: 0.40 Door B: Glass 320 0.190 61 SHGC: 0.40 Door C: Solid 60 0.380 23 Project Title: Vineyard View- Building 1 Type C Report date: 06/12/19 Data filename: LA10002 - Conifer-Vineyard View\00-Design\02-Documents\06-ComCheck & Page 1 of10 ResCheck\ResCheck- Building C.rck Assembly Gross r Area Cavity Cont. U-Factor UA Perimeter Left Wall: Wood Frame, 16"o.c. 893 21.0 0.0 0.057 44 Window A:Vinyl/Fiberglass Frame:Double Pane with Low-E 39 0.360 14 SHGC: 0.40 Window B:Vinyl/Fiberglass Frame:Double Pane with Low-E 53 0.360 19 SHGC: 0.40 Window D:Vinyl/Fiberglass Frame:Double Pane with Low-E 11 0.360 4 SHGC: 0.40 Door A: Glass 20 0.250 5 SHGC: 0.40 Right Wall:Wood Frame, 16"o.c. 893 21.0 0.0 0.057 44 Window A:Vinyl/Fiberglass Frame:Double Pane with Low-E 39 0.360 14 SHGC: 0.40 Window B:Vinyl/Fiberglass Frame:Double Pane with Low-E 53 0.360 19 SHGC: 0.40 Window D:Vinyl/Fiberglass Frame:Double Pane with Low-E 11 0.360 4 SHGC: 0.40 Door A: Glass 20 0.250 5 SHGC: 0.40 Compliance Statement: The proposed building design described here is consistent wit a building plans,specifications, and other calculations submitted with the permit application.The proposed buildin s een gned to meet the 2015 IECC requirements in REScheckV s n 4.6.5 and to comply with t e mandatory requiremen s listed t ES Inspection Checklist. Name-Title Signature Date Project Title: Vineyard View- Building 1 Type C Report date: 06/12/19 Data filename: L:\10002 -Conifer-Vineyard View\00-Design\02-Documents\06-ComCheck& Page 2 of10 ResCheck\ResCheck- Building C.rck REScheck Software Version 4.6.5 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck 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 Plans-Verified Field Verified # Pre-Inspection/Plan Review Complies? Comments/Assumptions & RegAD Value Value 103.1, Construction drawings and ❑Complies 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the u1 building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable construction documents. , 103.1, Construction drawings and ❑Complies 103.2, documentation demonstrate = ❑Does Not 403.7energy code compliance for ❑Not Observable [PR3]1 lighting and mechanical systems. v Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is: Heating: Heating: ;❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr :❑Does Not [PR2]2 on loads calculated perACCA Manual or other methods Cooling: Cooling: :❑Not Observable ] Btu/hr Btu/hr approved by the code official. :❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Vineyard View- Building 1 Type C Report date: 06/12/19 Data filename: LA10002 -Conifer-Vineyard View\00-Design\02-Documents\06-ComCheck& Page 3 of 10 ResCheck\ResCheck- Building C.rck t . Section, ' Plans.Verified • Field Verified # Foundation Inspection" Value Value Complies?• Comments/Assumptions & Req.ID 402.1.2 ;Slab edge insulation R-value. R- ; R- ;❑Complies ;see the Envelope assemblies [1701]1 ;❑ Unheated ;❑ Unheated ;❑Does Not :table for values. 40) E] Heated E] Heated UNot Observable j❑Not Applicable 402.1.2 ISlab edge insulation ft ; ft ;❑Complies ;see the Envelope Assemblies [FO3]1 depth/length. :[]Does Not ;table for values. ❑Not Observable ( ;❑Not Applicable 303.2.1 JA protective covering is installed ❑Complies [FO11]2 to protect exposed exterior ❑Does Not insulation and extends a +minimum of 6 in. below grade. ❑Not Observable ; { ❑Not Applicable 403.9 Snow-and ice-melting system ❑Complies [FO12]2 controls installed. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: J 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low impact(Tier 3) Project Title: Vineyard View- Building 1 Type C Report date: 06/12/19 Data filename: LA10002 -Conifer-Vineyard View\00-Design\02-Documents\06-ComCheck& Page 4 of 10 ResCheck\ResCheck- Building C.rck Section Plans Verified Field`Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Door U-factor. U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ;❑Does Not table for values. [FR1]1 ,❑Not Observable ❑Not Applicable ; 402.1.1, JGlazlng U-factor(area-weighted U- U- ;❑Complies I ;See the Envelope Assemblies 402.3.1, 'average). :❑Does Not ;table for values. 402.3.3, 402.5 UNot Observable [FR2]1 ; ;❑Not Applicable ; 303.1.3 iU-factors of fenestration products ❑Complies ; [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure orIS ` taken from the default table.IEJNot Observable " ❑Not Applicable 402.4.1.1 lAir barrier and thermal barrier ; ❑Complies [FR23]1 installed per manufacturer's ❑Does Not U instructions. ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies [FR20]1 Ris listed and labeled as meeting []Does Not IAAMA/WDMA/CSA 101/I.S.2/A440 ' or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable limits. 402.4.5 1&rated'recessed lighting fixtures ❑Complies ; [FR16]2 sealed at housing/interior finish ❑Does Not land labeled to indicate s2.0 cfm `leakage at 75 Pa. []Not Observable - ❑Not Applicable ; 403.3.1 jSupply and return ducts in attics ; ❑Complies [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ 00 �R-6 where < 3 inches. Supply and ❑Not Observable return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for = diameter>= 3 inches and R-4.2 for< 3 inches in diameter. 403.3.5 Building cavities are not used as ❑Complies [FR15]3 (ducts or plenums. ❑Does Not ! = ❑Not Observable ❑Not Applicable ; 403.4 HVAC piping conveying fluids ; R- ; R- ;❑Complies [FR17]2 tabove 105°F or chilled fluids ;❑Does Not below 55°F are insulated to >_R- '3 ; ;❑Not Observable ; ❑Not Applicable 403.4.1 1 Protection of insulation on HVAC ❑Complies [FR24]1 piping. ❑Does Not u i ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to ; R- ; R- ;❑Complies ; [FR18]2 >_R-3. UDoes Not ;❑Not Observable ❑Not Applicable 403.6 !Automatic or gravity dampers are ❑Complies ; [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. []Not Observable []Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Vineyard View- Building 1 Type C Report date: 06/12/19 Data filename: LA10002 - Conifer-Vineyard View\00-Design\02-Documents\06-ComCheck& Page 5 of 10 ResCheck\ResCheck- Building C.rck Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Vineyard View- Building 1 Type C Report date: 06/12/19 Data filename: L:\10002 - Conifer-Vineyard View\00-Design\02-Documents\06-ComCheck& Page 6 of 10 ResCheck\ResCheck- Building C,rck Section Plans Verified Field,Verified # Insulation Inspection` Value Value Complies? Comments/Assumptions & Req.ID 303.1 ;AII installed insulation is labeled l ❑Complies [IN13]2, Iorthe installed R-values i ❑Does Not a provided.J ❑Not Observable ❑Not Applicable 402.1.1, Floor insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood ;❑ Wood ;❑Does Not ;table for values. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable ❑Not Applicable 303.2, !Floor insulation installed per ❑Complies ; 402.2.7 1manufacturer's instructions and t ❑Does Not [IN211 in substantial contact with the U I underside of the subfloor, or floor ❑Not Observable ; ;framing cavity insulation is in ❑Not Applicable !contact with the top side of ;sheathing, or continuous linsulation is installed on the I ; underside of floor framing and ; extends from the bottom to the top of all perimeter floor framing ; members. 402.1.1, ;Wall insulation R-value. If this is a R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, !mass wall with at least 112.of the ❑ Wood ;❑ Wood ;❑Does Not :table for values. 402.2.6 lwall insulation on the wall ;❑ Mass ❑ mass ❑Not Observable [IN3]1 lexterior,the exterior insulation ; ;requirement applies(FR10). ;❑ Steel ❑ Steel ;❑Not Applicable 303.2 (Wall insulation is installed per ❑Complies ; [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Vineyard View- Building 1 Type C Report date: 06/12/19 Data filename: LA10002 -Conifer-Vineyard View\00-Design\02-Documents\06-ComCheck& Page 7 of 10 ResCheck\ResCheck- Building C.rck Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;E] Wood ❑ Wood ❑Does Not table for values. 402.2.2, 402.2.6 ;❑ Steel E] Steel ;❑Not Observable [Fill' ;❑Not Applicable 303.1.1.1, ;Ceiling insulation installed per ❑Complies ; 303.2 manufacturer's instructions. ❑Does Not [FI2]' Blown insulation marked every ;300 ft2. _ ❑Not Observable ❑Not Applicable 402.2.3 ;Vented attics with air permeable ❑Complies ; [F122]2 !insulation include baffle adjacent []Does Not ito soffit and eave vents that extends over insulation. ❑Not Observable []Not Applicable ; 402.2.4 ;Attic access hatch and door ; R- ; R- ;❑Complies ; [FI3]' insulation >_R-value of the '❑Does Not adjacent assembly. ;❑Not Observable ; ;❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ; ACH 50 = ;❑Complies [FI17]' ;ach in Climate Zones 1-2, and :❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.4 :,Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [FI4]' .cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in :❑Not Observable "tests,verification may need to ; ; ;❑Not Applicable ; occur during Framing Inspection. 403.3.3 ;Ducts are pressure tested to ; cfm/100 cfm/100 ;❑Complies ; (FI27]' determine air leakage with ft2 ft2 :❑Does Not either: Rough-in test:Total leakage measured with a :❑Not Observable pressure differential of 0.1 inch ; ;❑Not Applicable w.g. across the system including ;the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total :,leakage measured with a :pressure differential of 0.1 inch w.g. across the entire system ;including the manufacturer's air handier enclosure. 403.3.2.1 ;Air handler leakage designated ; ❑Complies ; [F]24]' :by manufacturer at<=2%of ❑Does Not ;design airflow. ❑Not Observable ; ❑Not Applicable 403.1.1 ;,Programmable thermostats ❑Complies [Fl9]2 :installed for control of primary ❑Does Not ;heating and cooling systems and ; initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable ; 403.1.2 ;Heat pump thermostat installed ❑Complies [FI10]2 :on heat pumps. j ❑Does Not ❑Not Observable ❑Not Applicable 403.5.1 ;Circulating service hot water ❑Complies [Fill]2 :systems have automatic or ❑Does Not 'accessible manual controls. ❑Not Observable ; ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Vineyard View- Building 1 Type C Report date: 06/12/19 Data filename: L:\10002 - Conifer-Vineyard View\00-Design\02-Documents\06-ComCheck& Page 8 of10 ResCheck\ResCheck- Building C.rck Section Plans VerifiedField Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Recl.ID 403.6.1 All mechanical ventilation system ❑Complies [FI25]2 !fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy ;and air flow limits. ❑Not Observable ❑Not Applicable 403.2 ;Hot water boilers supplying heat ❑Complies [F12612 "through one-or two-pipe heating ❑Does Not ;systems have outdoor setback !control to lower boiler water ❑Not Observable ;temperature based on outdoor ❑Not Applicable ;temperature. - - 403.5.1.1 "Heated water circulation systems ❑Complies ; [FI28]2 have a circulation pump.The ❑Does Not !system return pipe is a dedicated "return pipe or a cold water supply ❑Not Observable ,pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal + !for hot water demand within the ,'occupancy. Controls automatically turn off the pump ;when water is in circulation loop !is at set-point temperature and no demand for hot water exists. 403.5.1.2 "Electric heat trace systems ❑Complies [FI29]2 !comply with IEEE 515.1 or UL ❑Does Not +515. Controls automatically (adjust the energy input to the ❑Not Observable I heat tracing to maintain the ❑Not Applicable ;desired water temperature in the !piping. ! 403.5.2 ;Water distribution systems that ❑Complies [F130]2 I have recirculation pumps that '❑Does Not I pump water from a heated water "supply pipe back to the heated ❑Not Observable water source through a cold I ❑Not Applicable ;water supply pipe have a {demand recirculation water !system. Pumps have controls ;that manage operation of the ;pump and limit the temperature ; of the water entering the cold ! ! ;water piping to 1049F. 403.5.4 ;Drain water heat recovery units ❑Complies [FI31]2 tested in accordance with CSA []Does Not 1355.1. Potable water-side ;pressure loss of drain water heat ❑Not Observable !recovery units < 3 psi for ; ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water ;heat recovery units < 2 psi for ;individual units connected to three or more showers. 404.1 ;75%of lamps in permanent ; ❑Complies [FI611 fixtures or 75%of permanent []Does Not fixtures have high efficacy lamps. Does not apply to low-voltage ❑Not Observable lighting. ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies [FI23]3 no continuous pilot light. ❑Does Not V ( []Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Vineyard View- Building 1 Type C Report date: 06/12/19 Data filename: L:\10002 -Conifer-Vineyard View\00-Design\02-Documents\06-ComCheck& Page 9 of10 ResCheck\ResCheck- Building C.rck Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 401.3 ;Compliance certificate posted. ❑Complies [FI7]2 ❑Does Not ❑Not Observable i ❑Not Applicable 303.3 I Manufacturer manuals for ❑Complies ; [FI18]3 mechanical and water heating ❑Does Not ,systems have been provided. i ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Vineyard View- Building 1 Type C Report date: 06/12/19 Data filename; LA10002 -Conifer-Vineyard View\00-Des ign\02-Documents\06-ComCheck& Page 10 of 10 ResCheck\ResCheck- Building C.rck 2015 IECC Energy Efficiency Certificate Insulation . Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.36 0.40 Door 0.19 0.40 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments 5a, SENTRY Sentry Automatic Fire Protection Inc.0 o z 735 Flanders Rd ,,J 3 Riverhead NY i1 of C[o SRF Phone (631) 723-3095 Fire Sprinkler Calculations For Vineyard View Building C Country Rd 43 Greenport, NY 11944 684 � Vineyard View C Drawing Date: 7/26/19 9:11 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Vineyard View C Location: Country Rd 48 Greenport NY 11944, USA Drawing Date: Remote Area Number: 1 Contractor: Sentry Automatic Fire Protection Telephone: 631-723-3095 735 Flanders Rd Riverhead, NY 11901 Designer: RF Calculated By:SprinkCAD www. sprinkcad.com 1400 Pennbrook Pkwy. Lansdale, PA 19446 Construction: Wood Occupancy:Res Reviewing Authorities :Town of Southold SYSTEM DESIGN Code:NFPA 13R Hazard:RES System Type:WET Area of Sprinkler Oper. sq ftj Sprinkler or Nozzle Density (gpm/sq ft) RES I Make: RASCO Area per Sprinkler 196. 0 sq ftj Model: F1 44 Hose Allowance Inside 0 gpm K-Factor: 4. 40 Hose Allowance Outside 100 gpm Temperature Rating: 155 CALCULATION SUMMARY 4 Flowing Outlets gpm Required: 147.0 psi Required: 30.3 @ Source WATER SUPPLY Water Flow,Test Pump Data Date of Test 8/30/19 1 Rated Capacity 0 gpm Static Pressure 56. 0 psi Rated Pressure 0. 0 psi Residual Pres 30. 0 psi Elevation 0 At a Flow of 1503 gpm Make: r Elevation 0" Model: Location: Source of Information: SCWA SYSTEM VOLUME 66 Gallons Notes: Vineyard View C Drawing Date: 7/26/19 9:11 ' a HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 47 19.5 psi 1 4" Grvd 90 Ell #510 10' 120 4 . 026 47 0. 0 1 Pipe 4" 10x21 Allied Domestic 2 ' 120 4 .260 47 0. 0 1 4" Fingd Alarm Valve Tyco AV-1-30 CHART LOSS 47 -0.1 1 Pipe 4" 10x21 Allied Domestic 1' 120 4 .260 47 0. 0 1 4" Grvd Back Flow Valve CHART LOSS 47 10. 9 1 4" Fingd Gate Valve Kennedy Gate 2 ' 120 4. 026 47 0. 0 1 Pipe 4" DIx18 America_ DI 350 50 ' 140 4.238 47 0. 0 Fixed Flow Outside Hose Allow. 100 gpm Hydr Ref R1 Required at Source 147 30.3 psi Water Source 56. 0 psi static, 30. 0 psi residual @ 1503 gpm 147 gpm 55. 6 psi SAFETY PRESSURE 25.4 psi Available Pressure of 55. 6 psi Exceeds Required Pressure of 30.3 psi This is a safety margin of 25.4 psi or 46 % of Supply Maximum Water Velocity is 10. 0 fps � Vineyard View C Drawing Date: 7/26/19 9:11 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90' Standard Elbow F 45 ' Elbow S Straight Flow Thru Tee T 90 ' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0. 433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4 .52 x (Q/C) ^1. 85 / ID^4 . 87 Pv Velocity pressure (psi) where Pv = 0. 001123 x Q^2/ID^4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0 . 01 psi. Pressures are listed to 0. 1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations Vineyard View C Drawing Date: 7/26/19 9:11 Page 4 " NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^',z) ) (PSI) (GPM) (GPM) (GPM/SQ. FT) 10 19.50 7 .2 11 19.50 7 .5 Al 19.50 4 . 40 7 . 0 11. 6 11. 6 0. 06 A2 19.50 4 . 40 7 . 0 11. 6 11. 6 0. 06 A3 19.50 4 . 40 7 .2 11. 8 11. 6 0. 06 A4 19.50 4 . 40 7 .2 11. 8 11. 6 0. 06 B1 10. 00 13. 9 B2 10. 00 14 .2 B3 10. 00 14 . 8 B4 10. 00 14 . 9 C1 10. 00 18 . 0 Dl 10. 00 17 . 0 W 10. 00 19.5 Max velocity of 9. 97 occurs in the pipe from C1 TO W + Vineyard View C Drawing Date: 7126119 9:11 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE Al TO W (PRIMARY PATH) 11. 64 1.101 1T 0.32 7 . 0 7 .0 K = 4 . 40 Al C=150 9.56 0. 0 0.0 11. 64 0.025 9. 89 0.2 7 . 0 Vel = 3. 96 11. 64 1. 101 1E 14 .25 7 .2 7 .2 10 C=150 1T 13.39 4 .1 0. 0 See PATH 2 23.28 0. 090 27. 64 2.5 7 .2 Vel = 7. 92 1.394 11.57 13. 9 13. 9 B1 C=150 0. 00 0.0 0. 0 23.28 0. 029 11.57 0. 3 13. 9 Vel = 4. 94 23. 68 1.394 5.55 14.2 14 .2 B2 C=150 0.00 0. 0 0. 0 See PATH 3 46. 97 0.105 5 .55 0. 6 14 .2 Vel = 9. 97 -18 .28 1.394 2T 58 . 62 14. 8 14 . 8 B3 C=150 19.05 0. 0 0. 0 See, PATH 5 28 . 69 0.042 77 . 66 3.3 14 . 8 Vel = 6. 09 18 .28 1.394 13.52 18 . 0 18 . 0 C1 , C=150 0. 00 0 . 0 0. 0 See PATH 5 46. 97 0. 105 13.52 1.4 18 . 0 Vel = 9. 97 W - 46. 97 - 19.5 K = 10.'65 PATH 2 FROM HYDRAULIC REFERENCE A2 TO 10 11. 64 1.101 1T 0.32 7 . 0 7 . 0 K = 4 . 40 A2 C=150 9.56 0. 0 0. 0 11. 64 0. 025 9. 89 0.2 7 . 0 Vel = 3. 96 10 11. 64 7 .2 K = 4 .32 PATH 3 FROM,HYDRAULIC REFERENCE A3 TO B2 UNITS - 'DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Vineyard View C Drawing Date: 7/26/19 9:11 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 3 FROM HYDRAULIC REFERENCE A3 TO B2 CONTINUED 11. 84 1.101 1T 0.32 7 .2 7 .2 K = 4 . 40 A3 C=150 9.56 0. 0 0. 0 11. 84 0. 026 9. 89 0.3 7 .2 Vel = 4 . 03 11.84 1. 101 1E 14.25 7.5 7.5 11 C=150 1T 13.39 4. 1 0. 0 See PATH 4 23. 68 0. 093 27 . 64 2 . 6 7.5 Vel = 8. 06 B2 23. 68 14 .2 K = 6.29 PATH 4 FROM HYDRAULIC REFERENCE A4 TO 11 11. 84 1.101 1T 0.32 7 .2 7 .2 K = 4.40 A4 C=150 9.56 0. 0 0. 0 11. 84 0. 026 9. 89 0.3 7 .2 Vel = 4 . 03 11 11. 84 7 .5 K = 4.32 PATH 5 FROM HYDRAULIC REFERENCE B3 TO Cl 18.28 1.394 8 .72 14. 8 14.8 B3 C=150 0.00 0.0 0.0 See PATH 1 18 .28 0. 018 8.72 0.2 14. 8 Vel = 3.88 1. 101 4E 20. 82 14 . 9 14. 9 B4 C=150 15.30 0.0 0.0 18 .28 0. 058 36.12 2.1 14. 9 Vel = 6.22 1.394 2T 37 . 00 17 . 0 17 . 0 D1 C=150 19. 05 0. 0 0. 0 18.28 0. 018 56. 04 1. 0 17.0 Vel = 3. 88 Cl 18•.28 18 . 0 K = 4.30 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Job water Required Bose Allowance Vineyard View C Static Pres: 56.0 psi Pressure: 30.3 psi In: 0 gpm Country Rd 48 Resid. Pres: 30.0 psi Sys Flow: 47 gpm Out: 100 gpm Greenport Flow: 1503 gpm Sys+Hose: 147 gpm Remote Area: 1 Date: 8/30/19 Safety Pres: 25.4 psi Loc: Hd Eiv Pres: 4.1 psi 70 60 Suppl f- 50 — P 40 S I 30 100 gpm hose 20 10 4.1 psi 100 150 200 250 300 350 400 450 500 Flow (gpm) 9 Vineyard View C Drawing Date: S/ 1/19 11:45 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Vineyard View C Location: Country Rd"48 Greenport , NY , 11944, USA Drawing Date: I Remote Area Number: 1 Contractor: Sentry Automatic Fire Protection Telephone: 631-723-3095 735 Flanders Rd Riverhead, NY 11901 ` Designer: RF Calculated By:SprinkCAD www.sprinkcad.com 1400 Pennbrook Pkwy. Lansdale, PA 19446 Construction: Wood Occupancy:Res Reviewing Authorities:Town of Southold SYSTEM DESIGN Code:NFPA 13R Hazard:RES System Type:WET Area of Sprinkler Oper. sq ftl Sprinkler or Nozzle Density (gpm/sq ft) RES - 1 Make: RASCO _ Area per Sprinkler 196.0 sq ft] Model: Fl 44 Hose Allowance Inside 0 gpm l K-Factor: 4.40 Hose Allowance Outside 100 gpm I Temperature Rating: 155 CALCULATION SUMMARY 4 Flowing Outlets gpm Required: 147.0 psi Required: 30.3 @ Source WATER SUPPLY Water Flow Test l Pump Data i Date of Test 8/30/19 I Rated Capacity 0 gpm i Static Pressure 56.0 psi i Rated Pressure 0.0 psi I Residual Pres 30.0 psi I Elevation 0 I At a Flow of 1503 gpm I Make: l Elevation 0" l Model: I Location: Source of Information: SCWA SYSTEM VOLUME 66 Gallons -.. Notes: k �" � `aa:1u - X1684 a Vineyard View C Drawing Date: 8/ 1/19 11:45 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 47 19.5 psi 1 4" Grvd 90 Ell #510 10' 120- 4.026 47 0.0 1 Pipe 4" 10x21 Allied Domestic 2 ' 120 4.260 47 0.0 1 4" Fingd Alarm Valve Tyco AV-1-30 CHART LOSS 47 -0.1 1 Pipe 4" 10x21 Allied Domestic 1' 120 4.260 47 0.0 1 4" Grvd Back Flow Valve CHART LOSS 47 10.9 1 4" Fingd Gate Valve Kennedy Gate 2' 120 4. 026 47 0.0 1 Pipe 4" DIx18 America DI 350 50' 140 4.238- 47 0.0 Fixed Flow Outside Hose Allow. 100 gpm Hydr Ref R1 Required at Source 147 30.3 psi Water Source 56.0 psi static, 30.0 psi residual @ 1503 gpm 147 gpm 55.6 psi SAFETY PRESSURE 25.4 psi Available Pressure of 55.6 -psi Exceeds Required Pressure of 30.3 psi This is a safety margin of 25.4 psi or 46 % of Supply Maximum Water Velocity is 10.0 fps Vineyard View C Drawing Date: 8/ 1/19 11:45 Page 3 FITTING NAME TABLE . ABBREV. NAME, C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru• Tee V - Valve- LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C) ^1.85 / ID^4.87 Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations Vineyard View C Drawing Gate: 8/ 1/19 11:45 ' Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^1,�) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 10 19.50 7.2 11 19.50 7.5 Al 19.50 4.40 7.0 11.6 11.6 0.06 A2 19.50 4.40 7.0 11.6 11. 6 0.06 A3 19.50 4.40 7.2 11. 8 11. 6 0.06 A4 19.50 4.40 7.2 11.8 11. 6 0.06 B1 10.00 13.9 B2 10. 00 14.2 B3 10.00 14.8 B4 10.00 14 .9 Cl 10.00 18.0 D1 10.00 17.0 - W 10.00 19.5 Max velocity of 9.97 occurs in the pipe from Cl TO W r Vineyard View C Drawing Date: 8/ -1/19 11:45 Tyco' Fire Products Page 5 HYD. Qa DIA. FITTING: PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE Al TO W (PRIMARY PATH)- 11.64 1.101 1T 0.32 7.0 7.0 K = 4.40 ' Al C=150 9.56 0.0 0.0 11. 64 0.025 9.89 , 0.2 7.0 Vel = 3.96 11. 64 1.101 1E 14.25 , 7.2 7.2 10 C=150 1T 13.39 4 .1 0.0 See PATH 2 23.28 0.090 27.64 2.5 7.2 Vel = 7.92 1.394 11.57 13.9 13.9 Bl C=150 0.00 0.0 0.0 23.28 0.029 11.57 0.3 13.9 Vel = 4.94 23. 68 1.394 5.55 14.2 14.2 B2 C=150 0.00 0.0 0.0 See PATH 3 46.97 0.105 - - 5.55 0.6 - 14.2 Vel = 9.97 -18 .28 1.394 2T 58 .62 14. 8 14.8 B3 C=-150 19.05 0. 0 0.0 See PATH 5 28. 69 0.-042 77-.66 3.3 14.8 Vel = 6.09 18.28 1.394 13.52 18.0 18.0 Cl C=150 0.00 0.0 0.0 See PATH 5 46.97 0.105 13.52 1.4 18.0 Vel = 9.97 W 46.97 19.5 -K = 10. 65 - PATH 2 FROM HYDRAULIC REFERENCE A2 TO 10 - 11.64 1.101 1T 0.32 7.0 7.0 K = 4.40 A2 C=150 9.56 0.0 0.0 11. 64. 0.025 9:89 0.2 7.0 Vel = 3.96 10 11. 64 7.2 K = 4 .32 PATH 3 FROM HYDRAULIC REFERENCE A3 TO B2 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Vineyard View C Drawing Date: a/ 1/19 11:45 Tyco 'Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S - Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 3 FROM HYDRAULIC REFERENCE A3 TO B2 CONTINUED 11.84 1.101 1T 0.32 7.2 7.2 K = 4.40 A3 C=150 9.56 0.0 0.0 11.84 , 0.026 9.89 0.3 7.2 Vel = 4.03 11.84 1.101 lE 14.25 7.5 7.5 11 C=150 1T 13.39 4.1 0.0 See PATH 4 23. 68 0.093 27.64 2. 6 7.5 Vel = 8.06 B2 23.68 14.2 K = 6.29 PATH 4 FROM HYDRAULIC REFERENCE A4 TO 11 11.84 1.101 1T 0.32 7.2 7.2 K = 4.40 A4 C=150 9.56 0.0 0.0 11.84 0.026 9.89 0.3 7.2 Vel = 4 .03 11 11.84 7.5 K = 4 .32 PATH 5 FROM HYDRAULIC REFERENCE B3 TO Cl 18.28 1.394 8.72 14. 8 14.8 B3 C=150 0.00 0.0 0.0 See PATH 1 18.28 0.018 8.72 0.2 14.8 Vel = 3.88 1.-101 4E 20.82 14.9 14.9 B4 C=150 15.30 0.0 0.0 18.28 0.058 36.12 2.1 14 .9 Vel = 6.22 1.394 2T 37.00 -17. 0 17 .0 D1 C=150 19.05 0.0 0.0 18.28 0.018 56.04 1.0 17.0 Vel = 3.88 Cl 18.28 18.0 K = 4.30 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW .(GPM) PRESSURE (PSI) Job Water Required Hose Allowance Vineyard View C _Static Pres: 56.0 psi Pressure: 30.3 psi In: 0 gpm Country Rd 48 Resid. Pres: 30.0 psi Sys Flow: 47 gpm Out: 100 gpm Greenport Flow: 1503 gpm Sys+Hose: 147 gpm Remote Area: 1 Date: 8/30/19 Safety Pres: 25.4 psi Loc: Hd Elv Pres: 4.1 psi 70 60 Su pl 50 40 P S I 30 100 gpm hose 20 10 4.1 psi 100 150 200 250 300 350 400 450 500 Flow(gpm) FIRE PROTECTION CONTRACTOR SHALL: 1. ENSURE THAT THE WORK SHALL BE DONE IN ACCORDANCE WITH NFPA CODES, ALL NATIONAL AND LOCAL RULES, REGULATIONS & APPLICABLE CODES, SHALL SECURE ANY & ALL PERMITS REQUIRED FOR THE WORK & WILL OBTAIN ALL REQUIRED INSPECTIONS DURING THE COURSE OF AND COMPLETION OF WORK, 2. BE RESPONSIBLE FOR & REQUIRED TO VISIT THE AREAS ENTAILED WITHIN THE SCOPE OF WORK, VERIFY DIMENSIONAL DATA, & REVIEW THE EXISTING CONDITIONS BEFORE PROCEEDING WITH THE WORK, ANT CONFLICTS WITH THE EXISTING CONDITIONS AND/OR SPECIFICATIONS SHALL BE AT IMMEDIATELY BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO COMMENCING WORK. 3, SET AND SUPERVISE ALL SAFETY PRECAUTIONS, AS OUTLINED PER OSHA STANDARDS, IN CONNECTION WITH THE WORK THROUGHOUT THE PROJECT, ENGINEERING * CONSULTING * SOLUTIONS 4, VERIFY EXACT MEASUREMENTS AT THE JOB SITE, COORDINATE WITH EXISTING CONDITIONS WHERE INSUFFICIENT DETAIL DIMENSIONS ARE AVAILABLE. BEDROOM BEDROOM ALL DIMENSIONS ARE TO BE FINISHED FACE OF CONSTRUCTION UNLESS OTHERWISE NOTED, DIMENSIONS NOTED AS 'CLR' (CLEAR) ARE NOT ROOM BEDROOM CO CO CO CO CO CO (b BED BABYLON, NEW YORK, 11702 ADJUSTABLE WITHOUT ENGINEER'S APPROVAL. 000000 \O \O \ /.\ /0\ CLST www. p cnning — esign . com 5. ALL EQUIPMENT SELECTED SHALL FIT INTO THE PHYSICAL SPACES INDICATED, ALLOWING SUFFICIENT ROOM FOR ACCESS, SERVICING, REMOVAL AND F REPLACEMENT OF PARTS ETC, ADEQUATE SPACE SHALL BE ALLOWED FOR CLEARANCE IN ACCORDANCE WITH THE REQUIREMENTS OF APPLICABLE CODES CLST .LST AND LOCAL ORDINANCES, AS PHYSICAL DIMENSIONS AND SPACE REQUIREMENTS OF SUCH EQUIPMENT VARY ACCORDING TO EACH MANUFACTURER, THE J❑ HA CONTRACTOR SHALL BE RESPONSIBLE FOR INITIAL ACCESS AND PROPER FIT. 0 BEDROOM BEDROOM BEDROOM ALL j CLST CLST HALL ---------_- 6. MAINTAIN ADEQUATE RECORDS IN WRITTEN AND ELECTRONIC FORMAT THAT CLEARLY DOCUMENT ALL TESTING, TRAINING AND REVIEW PROCEDURES. BATH CLST IN ATTI, THIS DOCUMENTATION SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING: NAME & COMPANY ATTENDING PERSONNEL, GENERAL DESCRIPTION OF HALL FJ] 0 (z BATH j 0 ABOVE PROCEDURES, DATES, TIME OF DAY, DEFICIENCIES FOUND, CORRECTIVE ACTION TAKEN, AND NATURE OF FINAL RESULTS, DOCUMENTATION RECORDS D] SHALL BE KEPT IN AN ORDERLY, LEGIBLE AND UP-TO-DATE FORMAT, AND READILY AVAILABLE FOR REVIEW BY THE ENGINEER, EACH PROCEDURE ATi co BATH DOCUMENT SHALL BEAR THE NAME AND SIGNATURE OF AUTHORIZED REPRESENTATIVE, ---- CLST HALL CLST HALL 2ND FLOOR • UTIL UTIL © .J — — —— — — — — — — — — — — — — — — 7. SECURE CERTIFICATES OF INSPECTION AND OF OCCUPANCY AS MAY BE REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER THE WORK KITCHEN KITCHEN CO CD BATH CLST ANDPROVIDE RECORD COPIES TO PLANNING AND DESIGN INC,, BABYLON, NEW YORK, 11702, UPON COMPLETION OF THE WORK. CIO CLST co CLST CO z Fil _11V ---------------_-7-1 8. ALL EQUIPMENT TO BE U.L. LISTED FOR FIRE SERVICE AND SHALL BE COMPATIBLE WITH SYSTEM BEING USED. THE FIRE ALARM PANEL MUST HAVE A i I I 0a GROUND SOLID CONNECTION TO COLD WATER MAIN AS PER NFPA 70 & 72, ABOV 0 BA 1001 D Cc Cc 0 CO CO UTIL T M CC CE 9, MANUAL PULL STATIONS TO BE !NSTALLED AT 48' AFF PER NFPA, Q KITCHEN UTIL BE( C) D BEDROOM Z 10, ALL WALL MOUNTED VISIBLE NOTIFICATION APPLIANCES SHALL BE MOUNTED AT 80, AFF PER NFPA 72, CLST [N IC CLST LU 0 ABLJVE1 CLST IN ATT 0 0 00 CLST > Uj 11, ALL SPOT TYPE DETECTORS SHALL BE A MINIMUM OF 4' FROM CORNERS AND 3' FROM HVAC DIFFUSERS & FLUORESCENT LIGHT FIXTURES, WALL ABOV 0 ABOVE W �Lj_ U) L KITCHEN T z MOUNTED SMOKE DETECTORS SHALL BE MOUNTED 4' FROM CEILING MIN. CEILING WITH 12' MAX. FROM CEILING & ONLY USED WHEN CEILING MOUNTING U i 1� A ! I a. U) I_- IS NOT POSSIBLE, Uj Z C0 \0 ABOVE U) _j 0 LU 12, WITH REGARD TO THE PLACEMENT OF SPOT TYPE DETECTORS MANUFACTURE'S RECOMMENDATION'S & NFPA DERATING TABLES WERE USED TO cl� 0< DETERMINE THE RATED SPACING FOR THE DEVICES, 6666 6 T 01 LL I WANG 13, REMOTE LED's SHALL BE INSTALLED ON ALL DETECTORS NOT READILY VISIBLE & SHALL BE INSTALLED IN THE IMMEDIATE VICINITY OF THE \0/ LIVING 0) 0) LU Uj DEVICES THEY ARE CONNECTED TO THIS INCLUDES BUT IS NOT LIMITED TO DUCT DETECTORS AND ABOVE CEILING SMOKE DETECTORS. 14. A GENERAL ALARM SHALL BE ANNUNCIATED UPON ACTIVATION OF ANY PULL STATION, FLOW SWITCH, OR DETECTION DEVICE, A SUPERVISORY SIGNAL SHALL BE ANNUNCIATED UPON ANY TAMPER SWITCH ACTIVATION, A TROUBLE SIGNAL SHALL BE ANNUNCIATED UPON ANY FAILURE OF ANY DEVICE, LIVING LIMISIG CLST 0 0 NOR..R" ll� Rl 15, THE CONTROL (RELAY) MODULE FOR FAN SHUTDOWN SHALL BE LOCATED WITHIN THREE FEET OF DEVICE BEING CONTROLLED AS WELL AS BEING IVS WF P V1 . I . . . 1 . 1 Z vi 11 1 11 --- SUPERVISED, /0-1 11111 1 1 1 1 VI/_ I I I I V PROJECT BY: 16. ALL WIRING SHALL BE SECURED INDEPENDENTLY TO BUILDING STRUCTURE EVERY FIVE FEET, ALL WIRE BELOW 8' ABOVE FINISHED FLOOR SHALL BEI-ST FLOOR- - --- - - - - - - -AW— — — — — — I I I I I V PROTECTED AS PER NFPA AND LOCAL REGULATIONS. CLST 17, ALL CABLES & WIRING THAT IS PART OF THIS SYSTEM MUST BE SUPERVISED BY THE FACP SO THAT IF THERE IS A FAILURE OF ANY CIRCUIT THE V I I I I I I I I \j FACP WILL ANNUNCIATE A TROUBLE SIGNAL OR THE CIRCUIT WILL CAUSE A 'FAIL-SAFE CONDITION', MANUFACTURERS RECOMMENDATIONS AS WELL AS fFADVANCED NFPA CODES SHALL BE FOLLOWED, y I TELCO LINE FACP NETWORK Ill 7 SERVICES GROUP INC. 18, FIRE ANNUNCIATOR SHALL BE LOCATED AND THE LISTED LOW TEMP SWITCH WITH ALL WEATHER ENCLOSURE SHALL BE USED, ACOM I1r1LT1TI_iTrTl l l 2ND FLOOR PLAN 19. THE LOCATION OF THE DEDICATED ELECTRIC CIRCUIT BREAKER FOR THE FIRE ALARM SYSTEM SHALL BE NOTED AT THE FACP AND\ MARKED IN THE ------- EW YORK _j/ N BREAKER BOX AS PER NFPA 72, SCALE 1/8" 1" I Certified Service-Disabled STATEOF OPORT.NITY Veteran-Owned Business -CONNECALA VIA20. ALL SOLENOID CONTROLLED DOORS IF APPLICABLE) SHALL BE FAIL SAFE AND WIRED SUCH THAT UPON ALARM ALL WILL OPEN TO AN UNLOCKED p_ L RM CK -tLP_SJ 95 TOLEDO ST FARMINGDALE NY 11735 POSITION, V 21. WIRE SPECIFICATION: S VS WF c - ALL CABLE WILL EQUAL OR EXCEED MANUFACTURERS SPECIFICATIONS Q ALL CABLE SHALL BE A MINIMUM OFj f7APTH GROUND 3K INITIATING CIRCUITS WILL BE AT LEAST 16 AWG FPL z )K INDICATING CIRCUITS WILL BE AT LEAST 14 AWG FPL ANNUNCIATOR CIRCUITS WILL BE AT LEAST 16 AWG FPL I LU Cl NYS TOXICITY# PLENUM, = 16020-970918-4001, NON PLENUM, 16020-970905-4001 3: 0 F�- R E A I-A R 4.4 R S E R % NYS SEQUENCE OF OPERATION BEDROOM Co z NTS �B BEDROOM 1. ACTIVATION OF MANUAL PULL STATIONS, HEAT DETECTORS & AREA SMOKE DETECTORS SHALL CAUSE THE FOLLOWING TO OCCUR, BEDROOM BEDROOM W -TRIP SYSTEM INTO ALARMQ W 0 0 �O -ACTIVATE TEMPORAL 3 NOTIFICATION APPLIANCES THROUGHOUT THE BUILDING -ACTIVATE STROBE LIGHTS THROUGHOUT THE BUILDING CE 3� z -DISPLAY ON FACP DEVICE IN ALARM CLST IQU -TRIP CENTRAL OFFICE TRANSMITTER & CALL FIRE DEPARTMENT CLST L DI Q ❑ CLST < :D BEDROOM d) BEDROOM BEDROOM 2. ACTIVATION OF THE FACP INTO ALARM SHALL CAUSE THE FOLLOWING TO OCCUR, UTIL HAL UTIL 0 CLST -ALL AUDIBLE APPLIANCES WILL SOUND TEMPORAL 3 CLST L n/ z -ALL VISUAL APPLIANCES WILL ACTIVATE IN SYNCHRONIZATION AS PER NFPA 72 BATH CLST -SEND A SIGNAL TO A CENTRAL STATION TO BE HANDLED ASID NFPA 72, 1 1 DI A [j] 0 DI I _j -PRESSING THE 'SILENCE' SWITCH WILL SILENCE THE AUDIBLE APPLIANCE BUT. THE VISUAL APPLIANCES WILL CONTINUE UNTIL THE FACP IS BATH T_ OD RESET BY A SEPARATEUTI UTIL HAI -THE TRANSMISSION OF A FIRE ALARM SIGNAL TO CENTRAL STATION SHALL ONLY OCCUR WHEN THE ALARM IS INITIATED FROM WITHIN THE i CLST CLST Sp 'RESET' SWITCH,, ------ 3ATH FJ� CLST HALL CLST HALL m ES, & NOT FROM ANY OUTSIDE SOURCE. PROTECTED PREMISES, CO BATH CLST D1 COC 0 0 U CLST AL INSTALLATION BY: Lij 3. A SIGNAL WILL BE SENT TO THE CENTRAL STATION IN THE EVENT OF ANY ALARM, TROUBLE SUPERVISORY SIGNAL AS WELL AS THE DAILY TEST nL SIGNAL WHERE THEY SHALL BE HANDLED AS PER NFPA 72, NYS & LOCAL LAWS & REGULATIONS. BATH VI KITCHEN 00100i------- ------- CerfifledVufti Afefia Solutions LTD. Z < Ir------ Z 00 1 00 J: Lj� /1-`1 95 ToWo Street 0 FA.001 0 0O Far ADDITIONAL NOTES: AA _ 00 HTCHEN KITCHE�'--' 0 0 KITCHEN mingdale,New York 11735 1, THIS BUILDING IS FULLY SPRINKLED WITH THE EXCEPTIONS OF THE ATTIC SPACES WHICH ARE COVERED WITH HEAT DETECTORS AS THE FACP IS UTIL co CO�C_ n UTIL 0 FA.001 Office:(631)756-2626 LOCATED IN THE SPRINKLER ROOM AND THE AREA IS COVERED WIT A LOW TEMP DETECTOR, A SMOKE DETECTOR IS LOCATED ABOVE THE FIRE 0 Fax:(631)756-8521 > F_ PANEL AS PER NFPA. -------- -------- Christian A.Peterson III -------- rr 2, SMOKE DETECTORS LOCATED WITHIN BEDROOMS, HALLS AND LIVING SPACES WHEN TRIGGERED WILL ONLY ALARM LOCALLY AND NOT TO THE FIRE 10 0 00 Weh%ite:w1AV.Solutiorm-nys.com DEPARTMENT, 0 KITCHEN -------- 0 KITCHEN z JE rA-Lkenm 41 CLST CLST THIS IS A HVI UNIT NOTE: H\A RESIDENCE 1. IN HVI UNITS PROVIDE A HARC SA-101 SONIC RECIEVER IN THE MASTER BEDROOM, THE RECIEVER SHALL PLUG INTO A 120V RECEPTACLE AND (SEE HNA UNIT NOTE ON THI� IT IS A VIOLATION OF LAW FOR ANY 2. IN HVI UNITS PROVIDE GENTIX 7109CS SMOKE DETECTORS WITH VISUAL SIGNAL, SMOKE DETECTORS SHALL BE HARDWIRED AND INTERCONNECTED -------- -VIB-PJ BED SHAKER. ACCEPT THE PLUG FROM A SC r --------- I ; DRAWING V --------J[ PERSON, UNLESS ACTING UNDER THE WITH ALL OTHER NOTIFICATION DEVICES IN THE UNIT, ADJACENT TO THE HALLWAY SMOKE DETECTOR INSTALL A HARC SC-CO2 CARBON MONOXIDE -------- UVING 0 DETECTOR WITH TRANSMITTER, THE DETECTOR SHALL BE HARDWIRED, -- --- \ ------- DIRECTION OF A LICENSED PROFESSIONAL 3. PROVIDE AND INSTALL BUILDING FIRE ALARM SYSTEM VISUAL SIGNALING DEVICES IN ALL HVI UNIT LIVING ROOM, BATHROOMS AND BEDROOMS C( ENGINEER OR ARCHITECT, TO ALTER AN 4. ALL HVI PLUG IN ITEMS SHALL BE TURNED OVER TO THE OWNER AT THE END OF THE PROJECT LIVING IN ATTIC ITEM ON THIS DRAWING IN ANY WAY. IF AN 5, PROVIDE HARDWIRED DOOR SIGNALER WITH STROBE FOR HVI UNITS IN LIVINGROOM AND BEDROOMS. PROVIDE HARDWIRED PUSH BUTTON, PROVIDE ABOVE ABOVE CLS ITEM IS ALTERED, THE TIHE TRANSFORMER AT 7'-0* A,F,F, FOR CHIME/ STROBE AND INSTALL AT 7'-0' A.F.F.. CONNECT TRANSFORMER TO LOCAL RECEPTACLE CIRCUIT, TPROFESSIONALSHALL AFFIX TO ITEM WANG HIS SEAL AND THE NOTATION "ALTERED BY" FIRE ALARM CONTROL PANEL MS960OUDLS 1 LIVING J LIMNG LIVING FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A ffC:70M FIRE ALARM COMMUNICATOR SLCLS Loop2 1 SPECIFIC DESCRIPTION OF THE TRUE ALTERATION. AREA OF WORK SMOKE DETECTOR SD355 291 NORTH ^6 13 HEAT DETECTOR 302-AW-135 8 CO 8 CARBON MONOXIDE DETECTOR C01224TR 12 1ST FLOOR PLAN 13. 13 . ,13 U11 ADDRESSABLE INPUT MODULE SK-MONITOR 13 SCALE 1/8" 1 WATER FLOW DETECTOR WFD-80 1 01ml VALVE SWITCH TAMPER OSYSU-A2 2 LOW TEMPERATURE SWITCH TA-40 1 (D* 0� HORN STROBE COMBINATION P2RGL 12 L TITLE: 0� W OUTDOOR HORN/STROBE COMBO P2RRK 1 h-arm m xym-m m XX) wmmw MAYyy UNIT 1C BELL VIBRATING SSM24 1 C3 Fol f 0__I ®a END OF LINE DEVICE 1 Z F-i FIRE ALARM BEDROOM STAIRS KITCHEN nn MINI • • WTCHW_ KITCHEN • nn MINI KITCHEN STAIRS BEDROOM B n -&=A 11" g � � K "64 I"m o L J INTELLEGENT POWER SUPPLY FCPS24FS8 1 F1 0 00 00 00 00 F11 0 —--------------------------- U U fl!R DATE: PROJECT NO.: MANUAL PULL STATION B612LX 1 00.1 00 ou 00 09 00 00 00 8/27/19 190827 JUNCTION BOXES HVI INSTALL C3 SCALE: DRAWING NO.: C3 0 00 00 00 C313 nn IF nn HIM nn nn AS NOTED G E N T I X HVI SMOKE DETECTOR 7109CS 4 KTCHEN KITCHEN KITCHE011 KITCHEN "=A 16ji KITCHEN KITCHEN w � uI"I LL46 F=10 F - d F DRAWN BY: HARC CARBON MONOXIDE DETECSC-0O2 1 00 11 ou U 00 00 00 MP IL;T -1 CO (INSTALL DEVICES MANUFACTURE BY FIRELITE) FA - 300 C CLSnT LST L I FF77CLST & dCLST BATHM C CO C, fil L L L rCLST PLOT PLAN EQUIPMENT LEGEND SECTION AA (FRONT PARTIAL SECTION) CHECKED BY: T17 SCALE 1/8" = 1 JIB INTS IL INSPECTORS TEST OUTLET III STORAGE STORAGE WATER SERVICE ROOM 11 IIIA it 114 NEW 21" F.D.C. AND 1-9 2 l 114 ELEC L 2-0 1-9 2-6 2-6 A 2-0 (EG c FF� 4-9 co 8 7-212 114 7-2'2 1-8 L i BEDROOM BEDROOM /Z 114 27, -0 BEDROOM BEDROOM BEDROOM BEDROOM ' BEDROOM 00 114 J 114 II 10 47JZ� L r=MEC 114 CL. 0-1012 �l iL CL. ROOM 2-012 -312 =27 _ _—._, ^ — ___ ---_ --- =-- 114 0 6 - --- 0-6 5-6 @ -77A� 2-312 STORAGE 1! 114 0-7 '312— 1-9 2 2m 3-012 G �STO II 114 MECH. -7 ROOM - 4-11 3-01 —012 --6 I�--- — 114 CA I 4-11 CL. 1012 B �13 (Al -10 016 ,t,�p 1-71 E) 0-6 0-1 �11104 , 1 �8 1 — 1 BATHROO 4-9 9 12 5 0-1012 CL. CL. F 0-6 1- 2-512 1 ---4 Q12 12 4-212 —1 i 0-6 114 MECH. -11�3-412 4-912 -412 -3 BATHC 133 BATHROOM 114 114 MECH9 - %i' - C-11 BATHROOM ROOM STORAGE R +�j-512 0-6 0-10 CF)J 1 ji !ROOM 1 i�STORAGE 14 C�) -F R STORAGE 114 J STORAGE!; 5-612 71 -- ii 5-6 c:,_ 0-312 12 114 /"1 114 114 4 -7 1 1 114 1 114 -4121 OP 17-112 18-3 4-1112 612 13-4ll KITCHEN 13i: 1-212 F 114 5 o KITCHEN 1,I' 1 1 1 i I I 1-312 It —1 1 i I k-4� 1-6BATHROOM CL. 0�L CL. AD 8 1 114 BATHROOM 0-812 2-612 C) 10 8-7 —1012 1-101 b-7 4-9 -4 zi MECH. -b kA Lc, -D1 134 J MECH. KITCHEN 0 KITCHEN ROOM ROOM UP m (m UP J A 11 KITCHEN I I KITCHEN oil CL. 9-11t2--- 10. D CAI C14 CL. ----------- 0-1 1 1-10 312 7-1012 7-1012 5-112 CN LIVING LIVING LIVING M- 7 ROOM ROOM ROOM II ........................... C:) )l! i OPEN OPEN TO co TO L 7 L ------------------ ABOVE ABOVEit 8-7 ?-1012 1012 8-7 D CA L 00 0. - I I OL UP LIVING UP 8 LIVING LIVING 0- 8 0 CL. CIL ROOM ROOM ROOM -4 't U ----------- 2-2 11-0 10-0 71, • 00 UP UP FIRST FLOOR FIRE SPRINKLER PLAN 0. -8 8 li i;2- If= 1 -0 Iff SCALE: 114ill FIRST FLOOR UNLESS NOTED OTHERWISE CEILING ELEVATION : 9 ) - 8" MAIN PIPE ELEVATION : 10' - 0 BRANCH PIPE ELEVATION : 10' - 0" SPRINKLER NOTES ELEVATION FROM JOB REF: 1. SPRINKLER SYSTEM IS DESIGNED IN ACCORDANCE WITH NFPA 13R 2013. 2. ATTIC IS NOT TO BE USED FOR STORAGE AND SPRINKLERS ARE OMITTED IN ACCORDANCE FIRE SPRINKLER HEAD LEGEND WITH NFPA 13R2013 SECTION 8.9.6 SYM CNT POSITION FINISH TEMP K NPT SIN M FG. MODEL# 3. SPRINKLER HEADS SHALL CLEAR LIGHTING FIXTURES, BEAMS, ETC. SIDEWALL 58 PEND WHITE 155 4.90 1 /2" R3516 RASCO F1 Res HEADS SHALL BE POSITIONED SO THAT DEFLECTORS ARE MIN. 4" AND MAX. 6" FROM 58 SIDE WHITE 155 4.40 1 /2 R3531 RASCO F1 44 CEILING. 4. ALL PIPING SHALL BE STANDARD WEIGHT STEEL, COPPER OR CPVC. 6 PEND WHITE 175 4.90 1 /2 R3516 RASCO F1 Res 5. CONTRACTOR SHALL FURNISH AND INSTALL ADDITIONAL PIPING INCLUDING DROPS, 4 SIDE WHITE 175 4.40 1 /2" R3531 RASCO F1 44 IF NECESSARY TO ATTAIN CLEARANCES AT NO ADDITIONAL COST. PIPE DROP 6. NEW UNDERGROUND WATER SERVICE SHALL COMPLY WITH LOCAL WATER AUTHORITY REQUIREMENTS WITH REGARD TO MATERIAL, MIN. COVERAGE, INSTALLATION PIPE RISER REQUIREMENTS ETC. 7. NO WORK SHALL COMMENCE PRIOR TO OBTAINING ALL NECESSARY APPROVALS FROM CEILING— LOCAL WATER AUTHORITIES HAVING JURISDICTION. 8. CONTRACTOR SHALL FILE FOR FIRE LINE TAP WITH LOCAL WATER COMPANY. F.M. STAMPING .AREA 9. GENERAL CONTRACTOR SHALL PROVIDE SOFFITS FOR SPRINKLER LINES WHERE VINEYARD VIEW C SENTRY REQUIRED. ALL PIPES ARE TO RUN CONCEALED. LLJ SENTRY 3 COUNTRY RD 48 0 AUTOMATIC FIRE LSPRINKLER 2 PIECE 10. NEW SPRINKLER SYSTEM SHALL BE TIED INTO FIRE ALARM SYSTEM WITH REQUIRED GREENPORT, NY 11944 CL c: ..4 � E PROTECTION INC. ESCHUTCHEON TAMPER SWITCH AND WATER FLOW SWITCH. 0 735 FLANDERS RD Lu FIRST FLOOR -i FLANDERS, NY 11901 11. PROPERTY OWNER AND/OR TENANT IS TO MAINTAIN A MINIMUM OF 400 IN 1-- PH#(631 )723-3095 '-"'�PENDENT SPRINKLER ALL AREAS OF WET PIPING F- FIRE SPRINKLER PLAN I TYPICAL PENDENT SPRINKLER NO. REVISIONS DATE BY FILE SCALE WITH ESCUTCHEON vineyard view c.dwg AS NOTED TRIC BE- 0, X-0 0 171:4 j 1_0 01 2 Isf /YN 133 DRAWN CHEKED PROJECT # BY RF BY RM S19.2068 DATE 6/3/19 DWG. # sp - 1 A 2 BEDROOM BEDROOM �T BEDROOM BEDROOM � - +,--,11 - � 1 I 0 0-4 . 0 -4 0-4 0 0-4 CL. CL. _1:12 CL. BEDROOM BEDROOM BEDROOM 0-21;;�x 0-4 0-212 12 0 BATHROOM STORAGE 0-4 STORAGE I'IIiI ,9 �'� N, &THROOM /Y\ AI L 0-212 BATHROOM DN 1 1DN 0-4 CL. 1 0- 0-4 N 0-212 0-212 /13 - . i 4 0-212 MECH.-4 7 BAT DOOM ROOM STORAGE -212 STORAGE 1 ------ ----- BATHROOM IL 0-312 CLI 0-312 0-312 JF -4 L 1 CL. 0-212 KITCHEN 0 0-212 BATHROOM 0_4= 0 0-212 IIS 0-212 0-4 AD 0-4 BEDROOM BEDROOM M H. KITCHEN 0 4 ROOM CL. CL. DN _7 �0-212 A o-21 z CL. 0-4 CL. m CD 0-4 0-212 0-4 N N KITCHEN KITCHEN 0-4 -4 0-4 0 I III ;iDN LIVING 0-212 N 0-212 ' I L ROOM 4 2 0-21 0 -4 0 0-4 L 0-4 iSTORAGE -212 -4 OPEN 0 0 4 0 OPEN _4 TO TO STORAGEBELOW BELOW —------ LIVING LIVING ROOM ROOM STORAGE II 0-4 SECOND FL.00R FIRE SPRINKLER PLAN SCALE: 1/4 "= V-0" STORAGE ;L SECOND FLOOR - - - --� , . UNLESS NOTED OTHERWISE - CEILING ELEVATIONI : 19 ) - 2 - MAIN PIPE ELEVATION : 19) - 6 )) -BRANCH PIPE ELEVATION : 1T - 6)) ELEVATION FROM JOB REF: FIRE SPRINKLER HEAD LEGEND SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL 58 PEND WHITE 155 4.90 1 /2" R3516 RASCO F1 Res 58 SIDE WHITE 155 4.40 1 /2�) R3531 RASCO F1 44 6 PEND WHITE 175 4.90 1 /2" R3516 RASCO F1 Res < 4 SIDE WHITE 175 4.40 1 /2 R3531 RASCO F1 44 PIPE DROP :3 4t4 0 PIPE RISER A 604 s!�N' F.M. STAMPING AREA VINEYARD VIEW C SENTRY SENTRY 0 COUNTRY RD 48 AUTOMATIC FIRE GREENPORT, NY 11944 2 PROTECTION INC. SECOND FLOOR 735 FLANDERS RD _j FLANDERS, NY 11901 FIRE SPRINKLER PLAN PH#(631 )723-3095 N0. REVISIONS DATE BY FILE SCALE vineyard view c.dwg AS NOTED DRAWN CHEKED PROJECT # AG L L A BY RF BY RM S19.2068 DATE 6/3/19 DWG. # SP - 2 12 12 12 12 :Jul ?m )m W wo W N m ')mLjL W "mimmVINUM9 i Vyyyyyytyx)' Vyyyyy)ty Wy Yy YyyyyyyyyyyyLyyyyj 9W m E::] 0 0 0 0 a 0 0 0 HORIZONTAL ED p E:l El l Fol 0 0 Fol Fol � HORIZONTALF Y 00 F 11 n SIDEWALL Hl SIDEWALL KITCHEN KITCHEN STAIRS BEDROOM BEDROOM IRS KITCHEN 0 STAIRS 9L u F7 � I I � � j 00aOno 1" RISER 00 . : -\1 1" RISER -T F mr-KIM • FUID LOSE LOSE F KITCHEN KITCHEN KITCHEN KITCHEN KITCH KITCHEN a a '-RECESS! D \ - . I [E7:1 PIPING CESSED 1p Fol M[ NDENT / 4 BRANCH 11" MAIN C LOSE CLOSET I-JL� VA 0 V'T- ��COAT ovtl ICAT 00, rl 0 L4 0 L 72 J., u 7 NOTE: ALL 2ND FLOOR SPRINKLER HEADS BUILDING SECTION C WILL BE TIE IN FROM 1ST FLOOR SCALE: 1/4 l'-O" PREFER. FROM REMOTE-] BRANCH LINE PIPE 10 IN WALL CEILING 1" TEST VA. IN ACCESSIBLE LOCATION MOUNTING SURFACE 11 CLOSURE 9 o SPRINKLER 2 PIECE 5ELL W/ CORROSION RESISTANT ESCHUTCHEON 4 OUTLET EQUAL TO A SPRINKLER----� MOUNTING PLATE PENDENT SPRINKLER m HORIZONTAL SIDEWALL TYPICAL PENDENT SPRINKLER 6 WET PIPE INSPECTORS TEST SPRINKLER WITH ESCUTCHEON u 0 C7 BACK WALL Ll DRAWING NOTES SPRINKLER NOTES U1 4'' OS&Y VALVE W/ TAMPER SWITCH. 1. SPRINKLER SYSTEM IS DESIGNED IN ACCORDANCE WITH NFPA 13R 2013. O3'' OS&Y VALVE 2. ATTIC IS NOT TO BE USED FOR STORAGE AND SPRINKLERS ARE OMITTED IN ACCORDANCE WITH NFPA 13R 2013 SECTION 8.9.6 O 4'' VERTICAL WATTS *757 DCDA w/ TAMPER SWITCHES FINAL SIZE TO BE CALCULATED BY F.C. BASED ON SPRINKLER SYSTEM REQUIREMENTS. 3. SPRINKLER HEADS SHALL CLEAR LIGHTING FIXTURES, BEAMS, ETC. SIDEWALL HEADS SHALL BE POSITIONED SO THAT DEFLECTORS ARE MIN. 4" AND MAX. 6" FROM ll/,'' METER W/ STRAIGHT PIPE BEFORE AND AFTER PER MANUFACTURER. PROVIDE REDUCERS AT METER. CEILING. O SPRINKLER RISER ASSEMBLY. EXTEND SYSTEM DRAIN TO BFP DRAIN AS SHOWN. 4. ALL PIPING SHALL BE STANDARD WEIGHT STEEL, COPPER OR CPVC. TERMINAL VALVE. PROVIDE 12'' MIN. ABOVE FINISHED GRADE. JR SMITH #7070, GALVANIZED. 5. CONTRACTOR SHALL FURNISH AND INSTALL ADDITIONAL PIPING INCLUDING DROPS, PROVIDE 1/4" SQ. STAINLESS STEEL HARDWARE CLOTH VERMIN SCREEN BEHIND TERMINAL VALVE. IF NECESSARY TO ATTAIN CLEARANCES AT NO ADDITIONAL COST. ANCHOR TO DRAIN PIPING. 6. NEW UNDERGROUND WATER SERVICE SHALL COMPLY WITH LOCAL WATER AUTHORITY O EXPANSION TANK, ADJUST AIR CHARGE PER MFR. AFTER INSTALLATION. REQUIREMENTS WITH REGARD TO MATERIAL, MIN. COVERAGE, INSTALLATION REQUIREMENTS ETC. DROP TO INSPECTOR'S TEST CONNECTION. SEE DETAIL ON 4/P502 7. NO WORK SHALL COMMENCE PRIOR TO OBTAINING ALL NECESSARY APPROVALS FROM F.M. STAMPING AREA 2" PRV SET TO 55 PSI LOCAL WATER AUTHORITIES HAVING JURISDICTION. 8. CONTRACTOR SHALL FILE FOR FIRE LINE TAP WITH LOCAL WATER COMPANY. VINEYARD VIEW C Li SENTRY SENTRY 10 CONTINUE TO SPRINKLER SYSTEM AND FDC D COUNTRY RD 48 0 AUTOMATIC FIRE 9. GENERAL CONTRACTOR SHALL PROVIDE SOFFITS FOR SPRINKLER LINES WHERE GREENPORT, NY 11944 PROTECTION INC. 11 CONTINUE TO DOMESTIC WASTER SUPPLY REQUIRED. ALL PIPES ARE TO RUN CONCEALED. 735 FLANDERS RD Lli __j FLANDERS, NY 10. NEW SPRINKLER SYSTEM SHALL BE TIED INTO FIRE ALARM SYSTEM WITH REQUIRED Ir- DETAILS PH#(631 )723- 11901 3095 BUILDING C SERVICE ELEVATION TAMPER SWITCH AND WATER FLOW SWITCH. F- FIRE SPRINKLER PLAN N0. REVISIONS DATE BY FILE SCALE 11. PROPERTY OWNER AND/OR TENANT IS TO MAINTAIN A MINIMUM OF 400 IN vineyard view c.dwg AS NOTED ALL AREAS OF WET PIPING DRAWN CHEKED PROJECT # BY RF�BY RM S19.2068 DATE 6/3/19 DWG. # SP - 3 C) i APP 0 ED AS NOTED Yr.!J �R:.�cc�oA. G Ric• DATE: V% VIM B.P.# �5� FEE: BY. BEATTY HARVEY COCO NOTIFY BUILDING DEPARTMENTA R C H I T E C T S , L L P 765-1802 8A TO 4 PM FOR THE T NEW YORK MARYLAND r\ n LL)) FOLLOWING INSPECTIONS: DO NOT PROCEED WITH I. FOUNDATION - TWO REQUIRED 1300 Walt Whitman Road, New York, 11747 FOR POURED CONCRETE -�FRAk41NG UNTIL SURVEY p: (631)300-1010 2. ROUGH - FRAMING & PLUMBING Or FOU;.DATIO;d LflCAT101C owner/developer 3. INSULATION • HA:S VEEN AF'?aVcC0 a, Na ,', ' Conifer Realty ffi%4*MJMK& TG R E NY 1 1944 4. FINAL - CONSTRUCTION MUST 1000 University Avenue Suite 500 BE COMPLETE FOR C,O Rochester, NY 14607 ALL CONSTRUCTION SHALL MEET THE 585.324-0500 REQUIREMENTS OF THE CODES OF NEW PLUP,4BER CERTIFICATION YORK STATE. NOT RESPONSIBLE FOR ON LEAD CONTENT BEFORE civil engineer DESIGN OR CONSTRUCTION ERRORS. CERTIFICATE OF OCCUPANCY LKMA 437 &405 SOLDER USED IN WATER South Country Road 1 0' SUPPLYSYSTEM CANNOT Brookhaven, NY 11719 COMPLY WITH ALL CODES OF EXCEED 2/10 OF 1%LEAD. 631.286.8668 U I L D I N U'0m%k TYIF"N"kE NEW YORK STATE & TOWN CODES e m.e.p. &f.p. AS REQUIRED AND CONDITIONS OF M/E Engineering, P.E. B U I L G # 150 North Chestnut Street "' � Rochester, NY 14604 SOv7HOLD TOWN PLANNING BOARD - PLUMBING. 585.288.5590 ALL-PLOMBING WASTE SOUTHOLDTOWN TRUSTEES '&WATER LINES(NEED " structural engineer ..... N,Y.S,DEC T�7ING.BEFORE C0IGERING TDM Consulting Engineering 550 North County Road,Suite E Saint James, NY 11780 631.686.5234 ISSUEU"N* FOR C0 '1N4STPKN% UCT101N OCCUPANCY OR ELECTRICAL INSPECTION REQUIRED USE IS UNLAWFUL MAr"N%`& WITHOUT CERTIFICATEkey I ' CH 15 2019 TRUE OF OCCUPANCY B101ver door NORTH and ductwork testing required. � o 4— E Y EVV 0 DRAINAGE INSPECTIO"1^AM REQUIRED — Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification O that the drainaoi has been Instal!-,J to Code. Must provide Manuals - - D, J and S as per -,- - - - -- - - - - -- Energy ode - -- - _ - NYS r C T � T - - - -- - 00 County Road 48 Greenport, NY 11944 8 i JnI seal 'f Eo A 'FIRE a i I� � S - ===-_ - REQUIRED BEFORE OPENING N 142' yp� 'I �.. issued date description / \ / LL I ILL 1 03/15/19 Issued for Construction I I { L__ L -J--L ----------------- J__L 1 -__,..____________-_. 'J.-L ..___-_ J__.L ___.___. l._,_-_,._.... J-...:.L - _,.I--L -J--L- J__t_ 1 J--L -J--L 1 J.__L J--L 1 1 ---------- � T T T T T T T T ..L. "(""----- -r- -1------------------1- ,------------------1- 1------ -1--------I- -i-------T- -r------------___T T T--------_____-----T T T-- 7 --- L-� -----L----------------- ------i_1------------------ ---- 1------L----J ------ 1 -------- L-----1 -----------------1-----1--- ----____ ___L_—_�__-------------- I ---- ------ L ------ 1 ---- L-----1 ----1_-______________-1-1 ---- L----------------- J ---- 1- ---� A P L7 I title 4b I L COVER SHEET 1. 'a REAL ESTATE DEVELOPMENT, CONSTRUCTION & MANAGEMENT drawn by: --- checked by: --- scale: N.T.S. V; project number: 10002 scaled inch O sheet number U O U z BUILDING C m CVR0 N CD ABBRIEVIATIONS SYMBOLS DRAWING LIST , # POUND OR NUMBER JAN. JANITOR ® J & AND JST. JOIST < ANGLE JT. JOINT STANDARD REFERENCE BUBBLE zz @ AT _ DETAIL NUMBER a w G a 3 ,_ O [ CHANNEL LAV LAVATORY u O >LU N N N r > w N N N j A.L. CENTER LINE L.M.B. LIQUID MARKER BOARD a w w 00 O1 °1 ~ °1 U a oo oo > oo oo oo ? rn Urn W rn DIA. DIAMETER OR ROUND LAM LAMINATE 1 O � a - w a: WLU _q W � > p z r, � -� w 00 - - �-+ _q � PERPENDICULAR LT. LIGHT n3.o� DRAWING NUMBER F- to Qm �>„ �o Y1� wrn UJ w .� p .-1 p1n O- L Qrrn� > � w \ � \ � \ > \ p \ Z \ o0 Z � � � Q � � � � � tri z -_ U p 0 N o Q o L o L o � m p m O .`n-+ V-1 N Q N - Ol f" r-1 a 1 N e--I W �-i \ Z \ \ \ \ \ \ Z \ U \ Q OC f'n w N N a) z a 4 e-I N e-i w c-I A.B. ANCHOR BOLT M.D.O. MEDIUM DENSITY OVERLAY p .-1 -� o C7 o Z . 1 ,-1 v c-1 U o 0 0 p o p .� g o cl o z r1 o r 1 o r t rJ o 0 0 o N a o ° o v v O BEATTY HARVEY COCO A.C. ASPHALT CONCRETE M.H. MANHOLE l 1 1 DETAIL MARK OR `" w o 0 Q a N n. p o ° 0 o \\� LU 0 0 00 0 w g o o Q o ARCHITECTS , LLP A.C.T. ACOUSTICAL CEILING TILE M.L. METAL LATH l ENLARGED PLAN "' J Ln 00 r1 Z) v) � "� NEW YORK I MARYLAND A.D. AREA DRAIN M.O. MASONRY OPENING tn SHEET NO. SHEETTITLE "-' SHEET NO. SHEETTITLE `-^ 1300 Walt Whitman Road, New York, 11747 A.N.S.I. AMERICAN NATIONAL STANDARDS MAX. MAXIMUM � p: (631)300-1010 INSTITUTE MECH. MECHANICAL GENERAL PLUMBING A.F.A. ABOVE FINISH FLOOR MET. METAL owner/developer CVR COVER SHEET • • • • • • • • P0.01 SCHEDULE SYMBOLS AND NOTES-PLUMBING • • • • • A.S.R. AUTOMATIC SPRINKLER RISER MFR. MANUFACTURER A/C AIR CONDITIONING MIN. MINIMUM 1 SECTION GO.01 SYMBOL LEGEND,ABBREVIATIONS& DRAWING LIST • • • • • • • • PO.02 FIRE&BOOSTER PUMP PLAN • Conifer Realty 1000 University Avenue Suite 500 ACOUS ACOUSTICAL MISC. MISCELLANEOUS F Rochester, NY 14607 ADJ. ADJACENT/ADJUSTABLE MTD. MOUNTED ODE COMPLIANCE P1.00 UNDERGROUND FLOOR PLAN-PLUMBING • • • • 585.324-0500 ALUM. ALUMINUM MTL. METAL CCO.00 CODE COMPLIANCE DATA& PLOT PLAN • • • • • • • P1.01 FIRST FLOOR PLAN-PLUMBING • • • • APPROX. APPROXIMATE MUL. MULLION ARCH ARCHITECTURAL CCO.01 BUILDING C EGRESS PLAN • • • • • • • P1.02 SECOND FLOOR PLAN-PLUMBING • • • • civil engineer AWP ACOUSTIC WALL PANEL (N) NEW 1 ARCHITECTURAL N. NORTH a�.00 EXTERIOR ELEVATION P1.03 ROOF PLAN -PLUMBING • • • • LKMA 437&405 BD.A. BOARD N.I.C. NOT IN CONTRACT AO.01 BUILDING C SITE PLAN • • P2.00 RISER DIAGRAMS-PLUMBING • • • • South Country Road BLDG. BUILDING N.T.S. NOT TO SCALE A1.00 BUILDING C FOUNDATION PLAN • • • • • • P5.00 DETAILS-PLUMBING • • • • Brookhaven, NY 11719 BLK. BLOCK NO. NUMBER 1 631.286.8668 BLKG. BLOCKING NOM. NOMINAL A1.01 BUILDING C FIRST FLOOR PLAN • • • • • • • • • P5.01 DETAILS-PLUMBING • • • • BM. BEAM m.e.p. &f.p. BOT. BOTTOM O.C. ON CENTER 4A1.00 2 INTERIOR ELEVATION A1.02 BUILDING C SECOND FLOOR PLAN • • • • • • • • • P5.02 FIRE PROTECTION DETAILS-PLUMBING • • • • F'l__ BTR. BETTER O.D. OUTSIDE DIAMETER/OUTSIDE 3 A1.03 BUILDING C ROOF PLAN • • • • • • • • j P5.03 WATER SERVICE DETAILS-PLUMBING • • M/E Engineering, P.E. �� DIMENSION /OVERFLOW DRAIN � 150 North Chestnut Street C CARPET O.H. OVERHEAD A2.00 BUILDING C FRONT& REAR ELEVATIONS • • • • • • • • • Rochester, NY 14604 28 C.A. CATCH BASIN O.S. OVERFLOW SCUPPER A2.01 BUILDING C LEFT& RIGHT SIDE ELEVATIONS • • • • • • • • • 585. 8.5590 C.I. CAST IRON OFF. OFFICE ROOMNAME ROOMNAME & C.J. CONTROL JOINT/ OPNG. OPENING A3.01 BUILDING C FIRST FLOOR REFLECTED CEILING PLAN • • • • • • • engineer 103 ROOMNUMBER structural CONSTRUCTION JOINT OPP OPPOSITE A3.02 BUILDING C SECOND FLOOR REFLECTED CEILING PLAN • • • • • • • TDM Consulting Engineering C.P. CHECKERED PLATE 550 North County o ad,Suite C.T. CERAMIC TILE PT. PAINT/ POINT 101 A4.00 BUILDING C UNIT PLANS A3 A4 A5&A6 • • • • • • • • Saint James, NY 11780 DOOR NUMBER 631.686.5234 CAB. CABINET P.A. PLANTING AREA B CFMF COLD FORM METAL FRAMING P.J. POUR JOINT A4.01 BUILDING C UNIT PLANS B5 66&C2 • • • • • • • • CL CENTER LINE P.L. PROPERTY LINE A4.02 BUILDING C UNIT PLANS A3-ANSI • • • CLG. CEILING P.MET. PRESSED METAL P1 PARTITION TYPE CLR CLEAR PAN. PANEL A5.00 BUILDING C BUILDING SECTIONS • • • • • • • • CMU CONCRETE MASONRY UNIT PL. PLATE ACCESSORIES A5.01 BUILDING C BUILDING SECTIONS • • • • • • • • key COL. COLUMN PLAM. PLASTIC LAMINATE 1 q CONC. CONCRETE PLAS. PLASTER (SEE LEGEND) A6.00 WALL SECTIONS • • • • • • • • TRUE NN. CONNECTION PLBG. PLUMBING NORTH C+ CONST. CONSTRUCTION PLYWD. PLYWOOD O FIXTURE NUMBER A6.01 WALL SECTIONS • • • • • • • • CONT. CONTINUOUS PR PAIR A (SEE LEGEND) A6.02 WALL SECTIONS • • • • -{C CTR CENTER PTD PAPER TOWEL DISPENSER CTSK. COUNTERSUNK PVMT. PAVEMENT OWNER SUPPLIED EE A6.03 DECK PLANS, ELEVATION,SECTION & DETAILS • D.F. DOUGLAS FIR/ DRINKING Q.T. QUARRY TILE ITEMS (SEE LEGEND) A7.00 ACCESSIBILITY DETAILS& NOTES • • - FOUNTAIN A7.01 TYPICAL FRAMING &AIR SEALING DETAILS • • D.O. DOOR OPENING R. RISER 0 D.S. DOWNSPOUT R.A. RETURN AIR DRAWING REVISION NUMBER A7.02 TYPICAL FRAMING &AIR SEALING DETAILS • • o DBL. DOUI3LE R.D. ROOF DRAIN A7.03 TYPICAL FRAMING &AIR SEALING DETAILS • • DEPT. DEPARTMENT R.F. RESILIENT FLOORING WINDOW LETTER A7.04 DET. DETAIL RAD. RADIUS TYPICAL FRAMING &AIR SEALING DETAILS • • o O DIA. DIAMETER RB RESILIENT BASE (SEE LEGEND) A8.00 DOOR SCHEDULE&TYPES • • •_ • • • • project DIM. DIMENSION REF. REFERENCE DN. DOWN REFRIG. REFRIGERATION REFRIGERATOR COLUMN GRID LINE A8.00A DOOR DETAILS • • VINEYARD DR. DOOR REINF. REINFORCED �J VIEW DWG. DRAWING REQ'D REQUIRED A8.01 WINDOW SCHEDULE& DETAILS • • • • DWR. DRAWER RESIL. RESILIENT BREAK LINE A9.00 I STAIR PLANS,SECTIONS& DETAILS • • RM. ROOM D E. EAST RV REVEAL A10.00 BATHROOM PLANS, ELEVATIONS& DETAILS • • • • • • • E.J. EXPANSION JOINT DATUM ELEVATION Count Road 48 A10.01 BATHROOM PLANS, ELEVATIONS& DETAILS • • • • • • • Y E.T. EPDXY TOPPING S. SEALER Greenport, NY 11944 E.W.C. ELECTRIC WATER COOLER S.A. SUPPLY AIR A11.00 FINISH SCHEDULE&CLOSET DETAILS • • • EA. EACH S.A./V.D. SEE AUDIO/VISUALseal DRAWINGS �� EARTH A11.01 FIRST FLOOR FINISH PLAN • • • DAR EF EIFS SYSTEM S.C. SOLID CORE EL., ELEV. ELEVATION S.C.D. SEE CIVIL DRAWINGS A11.02 SECOND FLOOR FINISH PLAN • • • �5'C� OHC G � ELEC. ELECTRICAL S.D. SCUPPER DRAIN /STORM DRAIN ENCL. ENCLOSURE S.E.D. SEE ELECTRICAL DRAWINGS SAND Al2.00 KITCHEN PLANS, ELEVATIONS& DETAILS • • • • • • � Na O EQ. EQUAL S.I.D. SEE INTERIOR DRAWINGS Al2.01 KITCHEN PLANS, ELEVATIONS&DETAILS • • • • • • • EQUIP. EQUIPMENT S.K.D. SEE KITCHEN DRAWINGS * .0 EXH. EXHAUST S.L.D. SEE LANDSCAPE DRAWINGS A13.01 FIRST FLOOR FURNITURE PLAN • • EXIST.,(E) EXISTING S.LD.D. SEE LIGHTING DESIGN DRAWINGS A13.02 SECOND FLOOR FURNITURE PLAN • • "' EXP. EXPANSION / EXPOSED S.M.D. SEE MECHANICAL DRAWINGSa° a CONCRETE yT 021422 EXT. EXTERIOR S.P.D. SEE PLUMBING DRAWINGS A14.00 PASSIVE RADON-RESISTANT SYSTEM • • • SOF NE`N S.S. STAINLESS STEEL/SERVICE SINK STRUCTURAL F.A. FIRE ALARM S.S.D. SEE STRUCTURAL DRAWINGS E F.B. FLAT 13AR S.V. SHEET VINYL /!/?/ SO.10 GENERAL NOTES& LOADING • • • • • issued date description F.D. FLOOR DRAIN S.WF.D. SEE WATER FEATURE DRAWINGS -L�///,{ BRICK S0.20 SPECIAL INSPECTION REQUIREMENTS • • • • • E F.E.C. FIRE EXTINGUISHER CABINET SEC. SECTION F.F. FLOOR FINISH / FACTORY FINISH SH. SHEATHING51.00 FOUNDATION PLAN • • • • • • 1 03/15/19 Issued for Construction F.G. FINISH GRADE SHT. SHEET CONCRETE MASONRY F.H. FIRE HYDRANT SHTG. SHEETING 51.01 SECOND FLOOR FRAMING PLAN • • • • • • F.L. FLOW LINE SIM. SIMILAR UNIT S1.02 ROOF FRAMING PLAN • • • • • • F.O. FACE OF SL. SLIDING F.O.F. FACE OF FINISH SO. SOUTH S2.00 FOUNDATION SECTIONS • • • • • • F.O.G. FACE OF GLASS SPEC. SPECIFICATION STEEL 52.01 FRAMING SECTIONS • • • • • • F.O.M. FACE OF MASONRY SQ. SQUARE F.O.S. FACE OF STUD SSWP STAINLESS STEEL WALL PANEL S3.00 SHEAR WALL ELEVATIONS&DETAILS • • • • • • F.O.SH. FACE OF SHEATHING ST STONE F.S. FLOOR SINK/FULL SIZE/ FINISH STA. STATION S3.10 TYPICAL WOOD DETAILS • • • • SURFACE STD. STANDARD ROUGH WOOD FDN. FOUNDATION STL. STEEL S4.00 TYPICAL FOUNDATION DETAILS • • • • • FIN. FINISH STOR. STORAGE HVAC FL., FLR. FLOOR STRUCT. STRUCTURAL HO.00 GENERAL NOTES AND SYMBOLS-HVAC • • • • FLUOR. FLUORESCENT SUSP. SUSPENDED FINISHED WOOD FR FIRE RATED/ FRAME SWBD. SWITCHBOARD TRIM HO.01 SCHEDULES-HVAC • • • • FRP FIBERGLASS REINFORCED PLASTIC SYM. SYMMETRICAL HO.02 SITE PLAN-HVAC • • • • FRT FIRE-RETARDANT TREATMENT FT. FOOT/FEET T. TRANSFORMER/TREAD ROUGH WOOD H1.01 FIRST FLOOR PLAN-HVAC • • • • • FTG. FOOTING T.A. TREE AREA BLOCKING H1.02 SECOND FLOOR PLAN-HVAC • • • • • FURR. FURRING T.B. TACKBOARD/TOWEL BAR title T.C. TOP OF CONCRETE/TOP OF CURB H1.03 ROOF PLAN -HVAC • • • • • G.B. GRAB BAR T.J. TOOL JOINT SYMBOL LEGEND, G.C. GENERAL CONTRACTOR T.O. TOP OF PLYWOOD H5.01 DETAILS-HVAC • • • • G.I. GALVANIZED IRON T.O.C. TOP OF CATCH BASIN H5.02 DETAILS-HVAC • • • • ABBREVIATIONS G.S. GALVANIZED STEEL T.O.M. TOP OF MASONRY Q GA. GAUGE T.O.P. TOP OF PARAPET H5.03 PELICAN THERMOSTAT DETAILS • • (� GALV. GALVANIZED T.O.W. TOP OF WALL DRAWING LIST GFRG GLASS FIBER REINFORCED GYPSUM T.P.D. TOILET PAPER DISPENSER RIGID INSULATION ELECTRICAL GL. GLASS T.S. TUBE STEEL EO.00 GENERAL NOTES AND SYMBOLS- ELECTRICAL • • • • GR. GRADE T.V. TELEVISION GRD. GROUND TEL. TELEPHONE EO.01 SITE PLAN-ELECTRICAL 1 • • • • GSM GALVANIZED SHEET METAL TER. TERRAllO BATT INSULATION E1.01 FIRST FLOOR PLAN -ELECTRICAL • • • • • WB GYPSUM WALLBOARD THK. THICK drawn by: GYP. GYPSUM TYP. TYPICAL E1.02 SECOND FLOOR PLAN-ELECTRICAL • • • • • --- a� H.B. HOSE BIB U.O.N. UNLESS OTHERWISE NOTED GYPSUM SHEATHING E1.03 ROOF PLAN -ELECTRICAL • • • • checked by: H.C. HOLLOW CORE OR WALL BOARD E4.01 DETAILS-ELECTRICAL • • • • scale: N.T.S. H.M. HOLLOW METAL V.C.T. VINYL COMPOSITION TILE E4.02 DETAILS- ELECTRICAL • • • • H.P. HIGH POINT/ HORSE POWER V.I.F. VERIFY IN FIELD project number: 10002 A-- HDR. HEADER VERT. VERTICAL E4.03 DETAILS-ELECTRICAL • • • • U Q HDW. HARDWARE scaled inch o HDWD. HARDWOOD W WEST E5.01 ONE LINE DIAGRAMS- ELECTRICAL • • • • sheet number U oW.C. WATER CLOSET/WALL COVERING U HGT., HT. HEIGHT . E6.01 SCHEDULES-ELECTRICAL • • • • HORIZ. HORIZONTAL W.H. WATER HEATER m HR. HOUR W.P. WEATHERPROOF/WATERPROOF E6.02 SCHEDULES-ELECTRICAL • • W/ WITH BUILDING C = I.D. INSIDE:DIMENSION/INSIDE DIAMETER WD. WOOD INFO. INFORMATION WF WIDE FLANGE M INSUL. INSULATION WT WEIGHT O INT. INTERIOR + + H GO ,00 --��- + + + + + I _ CODE COMPLIANCE DATA x� . M PROPOSED BUILDING:C USE&OCCUPANCY CLASS.: RESIDENTIAL GROUP R-2 • 602.5 TYPE V. • 915.1.3 FORCED-AIR FURNACES.CARBON MONOXIDE DETECTION SHALL BE PROVIDED IN DWELLING CONSTRUCTION CLASS.: VB APPLICABLE CODES: AUTOMATIC SPRINKLER SYSTEM: NFPA 13R UNITS,SLEEPING UNITS AND CLASSROOMS SERVED BY A FUEL-BURNING,FORCED-AIR ` BUILDING HEIGHT: 25.33' 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 FURNACE. NUMBER OF STORIES: 2 DATED THE 2015INTERNATIONAL BUILDING CODE 3RD PRINTING WITh'APPLICABLE 2017 UNIFORM CODE ELEMENTS,EXTERIOR WALLS AND INTERIOR WALLS ARE OF ANY MATERIALS PERMITTED BY BUILDING AREA: STORY: 5,295 SQ.FT. SUPPLEMENT DATED OCTOBER 31,2017 AND THE FOLLOWING CODESAS ADOPTED BY THE STATE OF THIS CODE. EXCEPTION:CARBON MONOXIDE DETECTION SHALL NOT BE REQUIRED IN DWELLING UNITS, BUILDING: 10,590 SQ.FT. NEW YORK. SLEEPING UNITS AND CLASSROOMS IF CARBON MONOXIDE DETECTION IS PROVIDED IN THE • 700 FIRE AND SMOKE PROTECTION FEATURES FIRST ROOM OR AREA SERVED BY EACH MAIN DUCT LEAVING THE FURNACE,AND THE CARBON 2015 INTERNATIONAL BUILDING CODE 3RD PRINTING • 708 FIRE PARTITIONS MONOXIDE ALARM SIGNALS ARE AUTOMATICALLY TRANSMITTED TO AN APPROVED LOCATION. B E A T T Y HARVEY ' COC O 62320,,E 2015 INTERNATIONAL EXISTING BUILDING CODE 5TH PRINTING • 708.1 GENERAL.THE FOLLOWING WALL ASSEMBLIES SHALL COMPLY WITH THIS SECTION. - -_ - 2015 INTERNATIONAL FIRE CODE 3RD PRINTING •1000 MEANS OF EGRESS ARCHITECTS , L L P - 2015 INTERNATIONAL ENERGY CONSERVATION CODE 2ND PRINTING SEPARATION WALLS AS REQUIRED BY SECTION 420.2 FOR GROUPS 1-1,R-1,R-2 AND R-3. • 1004 OCCUPANT LOAD NEW YORK j MARYLAND M - 42.36• 3?12330 E 2015 INTERNATIONAL PLUMBING CODE 3RD PRINTING 1300 Walt Whitman Road, York, 11747 -106.00• 2015 INTERNATIONAL MECHANICAL CODE 3RD PRINTING • 708.3 FIRE-RESISTANCE RATING.FIRE PARTITIONS SHALL HAVE A FIRE-RESISTANCE RATING OF NOT OCCUPANCY LOAD TABLE-BUILDING C -A p: ( )300-1010 h _ 1P 2015 INTERNATIONAL FUEL GAS CODE 3RD PRINTING LESS THAN 1 HOUR. + owner/developer OCCUPANT UNIT BUILDING GROSS LOAD OCCUPANT OCCUPANT I °� 2016 NYS SUPPLEMENT TO THE ENERGY CONSERVATION CODE • 708.4 CONTINUITY.FIRE PARTITIONS SHALL EXTEND FROM THE TOP OF THE FOUNDATION OR Conifer Realty UNIT AREA FACTOR LOAD LOAD 1000 University Avenue Suite 500 2017 NYS UNIFORM CODE SUPPLEMENT TO THE BUILDING CODE FLOOR/CEILING ASSEMBLY BELOW TO THE UNDERSIDE OF THE FLOOR OR ROOF SHEATHING, $I ]l SLAB OR DECK ABOVE OR THE FIRE-RESISTANCE-RATED FLOOR/CEILING ASSEMBLY ABOVE, UNIT TYPE QUANTITY (S.F.) (S.F./PERSON) (PERSONS) (PERSONS) Rochester, NY 14607 2009) AND SHALL BE SECURELY ATTACHED THERETO.IN COMBUSTIBLE CONSTRUCTION WHERE THE 585.324-0500 AMERICAN NATIONAL STANDARD(ICC Al 17.1 - ° A3 2 765 200 4 8 ° FIRE PARTITIONS ARE NOT REQUIRED TO BE CONTINUOUS TO THE SHEATHING,DECK OR SLAB, • 300 BUILDING USE AND OCCUPANCY CLASSIFICATION THE SPACE BETWEEN THE CEILING AND THE SHEATHING,DECK OR SLAB ABOVE SHALL BE A4 2 867 200 5 10 civil engineer FIREBLOCKED OR DRAFTSTOPPED IN ACCORDANCE WITH SECTIONS 718.2 AND 718.3 AT THE MULTIPLE DWELLING BUILDINGS: RESIDENTIAL GROUP R-2 PARTITION LINE. A5 1 776 200 4 4 LKMA 437 &405 A6 1 876 200 5 5 I , • 400 SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY EXCEPTIONS: South Country Road • 420 GROUPS 1-1,R-1,R-2,R-3 AND R-4 B5 1 923 200 5 5 Brookhaven, NY 11719 i 631.286.8668 sse • 420.2 SEPARATION WALLS. 5.ATTIC FIREBLOCKING OR DRAFTSTOPPING IS NOT REQUIRED AT THE PARTITION LINE IN g6 1 998 200 5 5 W o ®° GROUP R-2 BUILDINGS THAT DO NOT EXCEED FOUR STORIES ABOVE GRADE PLANE, >< WALLS SEPARATING DWELLING UNITS IN THE SAME BUILDING,WALLS SEPARATING SLEEPING PROVIDED THE ATTIC SPACE IS SUBDIVIDED BY DRAFTSTOPPING INTO AREAS NOT EXCEEDING C2 2 1,318 200 7 14 m.e.p. &f.p. UNITS IN THE SAME BUILDING AND WALLS SEPARATING DWELLING OR SLEEPING UNITS FROM 3,000 SQUARE FEET OR ABOVE EVERY TWO DWELLING UNITS,WHICHEVER IS SMALLER. WE Engh hestnut Street B 150 Nortineering, P.E. # „. TOTAL BUILDING OCCUPANT LOAD= 51 C OTHER OCCUPANCIES CONTIGUOUS TO THEM IN THE SAME BUILDING SHALL BE CONSTRUCTED . � AS FIRE PARTITIONS IN ACCORDANCE WITH SECTION 708. 6.FIREBLOCKING OR DRAFTSTOPPING ISNOT REQUIRED AT THE PARTITION LINE IN BUILDINGS Rochester, NY 14604 B ® •1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS 585.288.5590 -{- ° EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED THROUGHOUT IN I ° ° • ® - ° • 420.3 HORIZONTAL SEPARATION. ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2,PROVIDED THAT AUTOMATIC SPRINKLERS • 1006.2 EGRESS FROM SPACES •' ARE INSTALLED IN COMBUSTIBLE FLOOR/CEILING AND ROOF/CEILING SPACES. • 1006.2.1 EGRESS BASED ON OCCUPANT LOAD AND COMMON PATH OF EGRESS.TWO EXITS OR EXIT structural engineer FLOOR ASSEMBLIES SEPARATING DWELLING UNITS IN THE SAME BUILDING, FLOOR ACCESS DOORWAYS FROM ANY SPACE SHALL BE PROVIDED WHERE THE DESIGN OCCUPANT i 6. -D, ASSEMBLIES SEPARATING SLEEPING UNITS IN THE SAME BU LDING AND FLOOR ASSEMBLIES • 711 FLOOR AND ROOF ASSEMBLIES LOAD OR THE COMMON PATH OF EGRESS TRAVEL DISTANCE EXCEEDS THE FOLLOWING TDM Consulting Engineering SEPARATING DWELLING OR SLEEPING UNITS FROM OTHER OCCUPANCIES CONTIGUOUS TO • 711.2.4.3 DWELLING UNITS AND SLEEPING UNITS VALUES. 550 North County Road,Suite E Saint James, NY 11780 I THEM IN THE SAME BUILDING SHALL BE CONSTRUCTED AS HORIZONTAL ASSEMBLIES IN 631.686.5234 ° ACCORDANCE WITH SECTION 711. HORIZONTAL ASSEMBLIES SERVING AS DWELLING OR SLEEPING UNIT SEPARATIONS IN MAXIMUM PATH OF EGRESS TRAVEL DISTANCE ' ACCORDANCE WITH SECTION 420.3 SHALL BE NOT LESS THAN 1-HOUR FIRE-RESISTANCE-RATED OCCUPANCY OCCUPANT LOAD (WITH SPRINKLER SYSTEM) -- - • 420.5 AUTOMATIC SPRINKLER SYSTEM. CONSTRUCTION. R-2 10 125' MULTIPLE DWELLING BUILDINGS: NFPA 13R 903.3.1.2 . • 1006.3 EGRESS FROM STORIES OR OCCUPIED ROOFS. �, � /, ,�•� �.- - ( Com__ ( ) 800 INTERIOR FINISHES key �:. • 803.1.1 INTERIOR WALL AND CEILING FINISH MATERIALS. • 1006.3.1 EGRESS BASED ON OCCUPANT LOAD.A SINGLE EXIT OR ACCESS TO A SINGLE EXIT SHALL BE GROUP R OCCUPANCIES SHALL BE EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.2.8. INTERIOR WALL AND CEILING FINISH MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE WITH PERMITTED IN ACCORDANCE WITH SECTION 1006.3.2. - NoeTH ASTM E84 OR UL 723.SUCH INTERIOR FINISH MATERIALS SHALL BE GROUPED IN THE - OC ,6j\� • �"I 420.6 FIRE ALARM SYSTEMS AND SMOKE ALARMS. FOLLOWING CLASSES IN ACCORDANCE WITH THEIR FLAME SPREAD AND SMOKE-DEVELOPED •1006.3.2 SINGLE EXITS.A SINGLE EXIT OR ACCESS TO A SINGLE EXIT SHALL BE PERMITTED FROM ANY INDEXES. STORY OR OCCUPIED ROOF WHERE THE FOLLOWING CONDITION EXISTS; FIRE ALARM SYSTEMS AND SMOKE ALARMS SHALL BE PROVIDED IN GROUP 1-1 R-1 R-2 AND R 4 I OCCUPANCIES IN ACCORDANCE WITH SECTIONS 907.2.6,907.2.8,907.2.9 AND 907.2.10, MAXIMUM NUMBER PATH OF EGRESS TRAVEL DISTANCE G) ( _ I CLASS A:=FLAME SPREAD INDEX 0-25' SMOKE-DEVELOPED INDEX 0-450. ) _ ( C A�ryp3 RESPECTIVELY.SINGLE OR MULTIPLE-STATION SMOKE ALARMS SHALL BE PROVIDED IN CLASS B:=FLAME SPREAD INDEX 26-75; SMOKE-DEVELOPED INDEX 0-450. STORY OCCUPANCY DWELLING UNITS (WITH SPRINKLER SYSTEM) GROUPS 11,R-2,R-3 AND R-4 IN ACCORDANCE WITH SECTION 907.2.11. CLASS C:=FLAME SPREAD INDEX 76 200;SMOKE DEVELOPED INDEX 0-450. FIRST&SECOND R-2 4 125' OO i • 500 GENERAL BUILDING HEIGHTS AND AREAS • 803.11 INTERIOR FINISH REQUIREMENTS BASED ON GROUP. • 1030 EMERGENCY ESCAPE AND RESCUE • 504 BUILDING HEIGHT AND NUMBER OF STORIES • 1030.1 GENERAL.IN ADDITION TO THE MEANS OF EGRESS REQUIRED BY THIS CHAPTER,PROVISIONS BUILDING NUMBER OF SPRINKLERED SHALL BE MADE FOR EMERGENCY ESCAPE AND EGRESS OPENINGS IN GROUP R-2 0 i HEIGHT STORIES INTERIOR EXIT CORRIDORS AND OCCUPANCIES IN ACCORDANCE WITH TABLES 1006.3.2(1)AND 1006.3.2(2)AND R-3 tion GROUP STAIRWAYS AND ENCLOSURE FOR EXIT ROOMS AND OCCUPANCIES.BASEMENTS AND SLEEPING ROOMS BELOW THE FOURTH STORY ABOVE GRADE project BUILDING ALLOWED PROVIDED ALLOWED PROVIDED RAMPS AND EXIT ACCESS STAIRWAYS ENCLOSED SPACES PLANE SHALL HAVE AT LEAST ONE EXTERIOR EMERGENCY ESCAPE AND RESCUE OPENING IN PASSAGEWAYS AND RAMPS ACCORDANCE WITH THIS SECTION.SUCH OPENINGS SHALL OPEN DIRECTLY INTO A PUBLIC WAY VINEYARD VIEW 1V2,1-,,00,•il, C 60' 25.33' 3 2 R 2 C C C OR TO A YARD OR COURT THAT OPENS TO A PUBLIC WAY. - - � .� • 506 BUILDING AREA • 1100 ACCESSIBILITY - - Abe"�1� • 804 INTERIOR FLOOR FINISH • 1107 DWELLING UNITS AND SLEEPING UNITS D o 564.52- BUILDING AREA • 804.2 CLASSIFICATION.INTERIOR FLOOR FINISH AND FLOOR COVERING MATERIALS REQUIRED BY • 1107.6 GROUP R + County Road 48 SECTION 804.2.2 TO BE OF CLASS I OR II MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE 4�seSTORY BUILDING�o WITH NFPA 253. ANSI&HVI UNIT SUMMARY Greenport, NY 11944 l BUILDING ALLOWED PROVIDED ALLOWED PROVIDED CLASS 12 0.45 watts/cm2 BUILDING UNIT NUMBER seal C 9,870 5,295 19,740 10,590 CLASS II Z 0.22 watts/cm2 NUMBER UNIT TYPE ANSI HVI BRED ARC • 804.4.2 MINIMUM CRITICAL RADIANT FLUX.IN ALL OCCUPANCIES,INTERIOR FLOOR FINISH AND FLOOR ��P �•-C* �� ------ r____1.___� 1C A3 102 105 __________ COVERING MATERIALS IN ENCLOSURES FOR STAIRWAYS AND RAMPS,EXIT PASSAGEWAYS, 1 PLOT PLAN r J CORRIDORS AND ROOMS OR SPACES NOT SEPARATED FROM CORRIDORS BY PARTITIONS 2B 63 202 - I' - 11 EXTENDING FROM THE FLOOR TO THE UNDERSIDE OF THE CEILING SHALL WITHSTAND A 36 63 302 - MINIMUM CRITICAL RADIANT FLUX. CC0.00 SCALE: 1 - 100-0 r y 4A B1 403 --- 2122 �' `L-----r 4 -----, -------�---- 5A B1 --- 501 T� y0 ,___-_-----__, GROUP MINIMUM CRITICAL RADIANT FLUX OF NE`N GROSS AREA=5,295 SQ.FT. R-2 CLASS II 6D C3 604 --- 7D - - -- • 506.3 FRONTAGE INCREASE: • 900 FIRE PROTECTION SYSTEMS TOTAL 5 2 + issued date description E • 901.6 SUPERVISORY SERVICE.WHERE REQUIRED,FIRE PROTECTION SYSTEMS SHALL BE MONITORED +E I- z - - _,- -1 i i BY AN APPROVED SUPERVISING STATION IN ACCORDANCE WITH NFPA 72. •1200 INTERIOR ENVIRONMENT 1 03/15/19 Issued for Construction • 901.6.1 AUTOMATIC SPRINKLER SYSTEMS SHALL BE MONITORED BY AN APPROVED SUPERVISING • 1207 SOUND TRANSMISSION STATION. • 1207.2 AIR-BORNE SOUND.WALLS,PARTITIONS AND FLOORICEILING ASSEMBLIES SEPARATING i DWELLING UNITS AND SLEEPING UNITS FROM EACH OTHER OR FROM PUBLIC OR SERVICE • 903.2.8 GROUP R.AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3 AREAS SHALL HAVE A SOUND TRANSMISSION CLASS OF NOT LESS THAN 50,OR NOT LESS THAN LL _ 1 -- r - - z _ SHALL BE PROVIDED THROUGHOUT ALL BUILDINGS WITH A GROUP R FIRE AREA. 45 IF FIELD TESTED,FOR AIR-BORNE NOISE WHEN TESTED IN ACCORDANCE WITH ASTM E90. TRUSS/JOIST IDENTIFICATION SIGN r - - L - - - - - J PERIMETER=366 FT. FRONTAGE=243 FT. • 906.1 WHERE REQUIRED.PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED IN ALL OF THE • 1207.3 STRUCTURE-BORNE NOISE.FLOOR/CEILING ASSEMBLIES BETWEEN DWELLING UNITS AND FOLLOWING LOCATIONS: SLEEPING UNITS OR BETWEEN A DWELLING UNIT OR SLEEPING UNIT AND A PUBLIC OR SERVICE AREA Signs shall be supplied and installed by G.C.at all exterior building entrance doors,exterior exit WITHIN THE STRUCTURE SHALL HAVE AN IMPACT INSULATION CLASS RATING OF NOT LESS THAN 50, discharge doors,and fire department hose connections attached to the face of the building,not If=[F/P-0.25]W/30 1.GROUP A,B,E,F,H,I,M,R-1,R-2,R-4 AND S OCCUPANCIES. OR NOT LESS THAN 45 IF FIELD TESTED,WHEN TESTED IN ACCORDANCE WITH ASTM E492. more than 12 inches horizontally from the latch side of the door jamb,and not less than 42 If=[2431366-0.25130/30 inches nor more than 60 inches above the adjoining walking surface. If=0.41 BUILDING UNIT SUMMARY EXCEPTION:IN GROUP R-2 OCCUPANCIES,PORTABLE FIRE EXTINGUISHERS SHALL BE Signs shall consist of a circle 6 inches in diameter,with a stroke width of 112 inch.The sign • 506.2 ALLOWABLE AREA DETERMINATION: REQUIRED ONLY IN LOCATIONS SPECIFIED IN ITEMS 2 THROUGH 6 WHERE EACH DWELLING UNIT background shall be reflective white in color.The circle and contents shall be reflective red in • 506.2.3 SINGLE-OCCUPANCY,MULTISTORY BUILDING IS PROVIDED WITH A PORTABLE FIRE EXTINGUISHER HAVING A MINIMUM RATING OF 1 A:10 B:C. UNIT SUMMARY-BUILDING 1C color,conforming to Pantone matching system(PMS)#187. F ALLOWABLE AREA FACTOR: A t=7,000 SQ.FT. 2.WITHIN 30 FEET(9144 mm)OF COMMERCIAL COOKING EQUIPMENT. UNIT NO.OF GROSS AREA �L Signs shall contain the roman alphanumeric designation of the construction type of the building, "I","II","III","IV'or'v"to indicate the construction classification of the structure under section 3.IN AREAS WHERE FLAMMABLE OR COMBUSTIBLE LIQUIDS ARE STORED,USED OR DISPENSED. FLOOR NUMBER UNIT TYPE BEDROOMS (S.F.) 4ON EACH FLOOR OF STRUCTURES UNDER CONSTRUCTION,EXCEPT GROUP R-3 602 of the BCNYS.The alphabetic designation for the structural components that are of truss ALLOWABLE STORY AREA: A.=[At+(NS x If)]x S. . Aa=[7,000+(7,000 x 0.41)]x 1 OCCUPANCIES,IN ACCORDANCE WITH SECTION 3315.1 OF THE INTERNATIONAL FIRE CODE. 101 C2 3 1,318 type construction,as follows: 5.WHERE REQUIRED BY THE INTERNATIONAL FIRE CODE SECTIONS INDICATED IN TABLE 906.1. "F" Floor framing,including girders and beams Aa=9,870 SQ.FT. 6.SPECIAL-HAZARD AREAS,INCLUDING BUT NOT LIMITED TO LABORATORIES,COMPUTER 102 A3 1 765 title "R" Roof framing ALLOWABLE BUILDING AREA: Aax ACTUAL NUMBER OF STORIES ROOMS AND GENERATOR ROOMS,WHERE REQUIRED BY THE FIRE CODE OFFICIAL. 103 B5 2 923 CODE "FRFIRST" Floor and Roof framing 9,E70 SQ.FT.x 2=19,740 SQ.FT, • 912.1 INSTALLATION.FIRE DEPARTMENT CONNECTIONS SHALL BE INSTALLED IN ACCORDANCE WITH 104 A5 1 776 THE SIGN SHOULD READ AS FOLLOWS: THE NFPA STANDARD APPLICABLE TO THE SYSTEM DESIGN AND SHALL COMPLY WITH • 600 TYPES OF CONSTRUCTION 105 A3 1 765 COMPLIANCE 6"DIAMETER • 602 CONSTRUCTION CLASSIFICATION SECTIONS 912.2 THROUGH 912.6. 106 C2 3 1,318 DATA & PLOT MULTIPLE DWELLING BUILDINGS: TYPE VB • 914.4 EQUIPMENT ROOM IDENTIFICATION.FIRE PROTECTION EQUIPMENT SHALL BE IDENTIFIED IN AN APPROVED MANNER.ROOMS CONTAINING CONTROLS FOR AIR-CONDITIONING SYSTEMS, 107 A4 1 867 • 602.1 GENERAL SPRINKLER RISERS AND VALVES OR OTHER FIRE DETECTION,SUPPRESSION OR CONTROL 108 B6 2 998 PLAN ELEMENTS SHALL BE IDENTIFIED FOR THE USE OF THE FIRE DEPARTMENT.APPROVED SIGNS SECOND REFLECTIVE RED THE BUILDING ELEMENTS SHALL HAVE A FIRE-RESISTANCE RATING NOT LESS THAN THAT REQUIRED TO IDENTIFY FIRE PROTECTION EQUIPMENT AND EQUIPMENT LOCATION SHALL BE 109 A6 1 876 PANTONE(PMS)#187 SPECIFIED IN THE FOLLOWING TABLE. CONSTRUCTED OF DURABLE MATERIALS,PERMANENTLY INSTALLED AND READILY VISIBLE. 110 A4 1 867 + drawn by: --- + W FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS(HOURS) • 915.1 GENERAL.CARBON MONOXIDE DETECTION SHALL BE INSTALLED IN NEW BUILDINGS IN --- N REFLECTIVE WHITE ACCORDANCE WITH SECTIONS 915.1 THROUGH 915.6. checked y: BUILDING ELEMENT TYPE VB . 915.1.1 WHERE REQUIRED.CARBON MONOXIDE DETECTION SHALL BE PROVIDED IN GROUP 1-1.1-2,1-4 scale: AS NOTED 0 AND R OCCUPANCIES AND IN CLASSROOMS IN GROUP E OCCUPANCIES IN THE LOCATIONS %"STROKE PRIMARY STRUCTURAL FRAME SPECIFIED IN SECTION 915.2 WHERE ANY OF THE CONDITIONS IN SECTIONS 915.1.2 THROUGH project number: 10002 BEARING WALLS scaled inch 0 aui EXTERIOR 915.1.6 EXIST. INTERIOR 0 . 915.1.2 FUEL-BURNING APPLIANCES AND FUEL BURNING FIREPLACES.CARBON MONOXIDE DETECTION sheet number Q o NONBEARING WALLS AND PARTITIONS SHALL BE PROVIDED IN DWELLING UNITS,SLEEPING UNITS AND CLASSROOMS THAT CONTAIN u FUEL-BURNING APPLIANCE OR FUEL-BURNING FIREPLACE. o EXTERIOR(FIRE SEPARATION DISTANCE z 30 FEET) 0 BUILDING U INTERIOR 0 z FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS 0 a � ROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS -9CCOOOO rn 0 M CD COMPLIANCE CODE LEGEND UNIT TYPE: A4 UNIT TYPE: B6 UNIT TYPE: A6 UNIT TYPE: A4 (1 HR)RATED DEMISING WALL TO - EGRESS PATH ----- USE GROUP: RESIDENITAL R-2 USE GROUP: RESIDENITAL R-2 USE GROUP: RESIDENITAL R-2 USE GROUP: RESIDENITAL R-2 CONTINUE TO EXTERIOR WALL. 1 HR FIRE RATED PARTITION ------------- GROSS AREA: 867 S.F. GROSS AREA: 998 S.F. GROSS AREA: 876 S.F. GROSS AREA: 867 S.F. PROVIDE SINGLE SIDED'FLAMEBLOCK' LOAD FACTOR: 200 S.F./PERSON LOAD FACTOR: 200 S.F./PERSON LOAD FACTOR: 200 S.F./PERSON LOAD FACTOR: 200 S.F./PERSON RATED SHEATHING AT EXT.&CONT. �4" OCCUPANT LOAD: 5 PERSONS OCCUPANT LOAD: 5 PERSONS OCCUPANT LOAD: 5 PERSONS OCCUPANT LOAD: 5 PERSONS TYPE'X G.W.B.AT INTERIOR. I Q OCCUPANCY LOAD TABLE-BUILDING C 4Q V4\ OCCUPANT UNIT BUILDING - GROSS LOAD OCCUPANT OCCUPANT B E A T T Y HARVEY COC O -------- - -- - -- — - 4Q 0._ UNIT AREA FACTOR LOAD LOAD A R C H I T E C T S , L L P 1\1/ UNIT TYPE QUANTITY (S.F.) (S.F./PERSON (PERSONS) (PERSONS , ) ) NEW YORK I MARYLAND I ® �-------- --------0 ® I ® ' r 2 765 200 4 8 1300 Walt Whitman Road, New York, 11747 Z A 1 I I 0 !';C i 1!9 ; N=l A4 2 835 200 5 10 owner/developerP (631)300-1010 1 I I I I 1 , - - - - I -' I A5 1 776 200 4 4 s_�I, ® ___ _ Conifer Realty ® 1I I I I 1 ! ® A6 1 846 200 5 5 1000 University Avenue Suite 500 65 1 923 200 5 5 Rochester, NY 14607 � 585.324-0500 LJ !LOi66 1 998 200 5 5 I I -- ' I I I I civil en ineer �----� -- , ! ® ; ® i� ; Vii. j i---- C2 2 1,318 200 7 14 g L - i !CF I TOTAL BUILDING OCCUPANT LOAD= 51 LKMA - 437&405 L-J I - -- South Country Road lip i Brookhaven, NY 11719 —... 631.286.8668 ON ON ' i ' o e - m.e.p. 8.f.p. \ I 1 L- , I I I r ! -- M/E Engineering, P.E. 00 I ' 1 00 I -- - _ _- L_ --- I ------- ' -- I r-- --� ! -- - ' _ 1 B I + 00 I u i L- 1 r B i+ 150 North Chestnut Street -- _JI - Rochester,NY 14604 585.288.5590 ® ® -- - --- o o l 00 structural engineer —1 F_ TDM ConsultingEn ineerin FT7 T 71 \ // 550 North County o ad,Suite 631.686.5234 '- _ I - � @ i -_ - \ III I �! / \ key N Ll c � I � ;I l -� 4 o I O N MEANS OF EGRESS PATH MEANS OF EGRESS PATH MEANS OF EGRESS PATH MEANS OF EGRESS PATH ORIGIN: BEDROOM I ORIGIN: BEDROOM ORIGIN: BEDROOM ORIGIN: BEDROOM TRUE a DISTA'CE: 58' i DISTANCE: 63' DISTANCE: 60' DISTANCE: 58' project KTBUILDING C - SECOND FLOOR EGRESS PLAN VINEYARD VIEW CC0.01 SCALE: 118" = 1'-0" C D County Road 48 � Greenport, NY 11944 UNIT TYPE: C2 UNIT TYPE: A3 UNIT TYPE: B5 UNIT TYPE: A5 UNIT TYPE: A3 UNIT TYPE: C2 seal USE GROUP: RESIDENITAL R-2 USE GROUP: RESIDENITAL R-2 USE GROUP: RESIDENITAL R-2 USE GROUP: RESIDENITAL R-2 USE GROUP: RESIDENITAL R-2 USE GROUP: RESIDENITAL R-2 GROSS AREA: 1318 S.F. GROSS AREA: 765 S.F. GROSS AREA: 923 S.F. GROSS AREA: 776 S.F. GROSS AREA: 765 S.F. GROSS AREA: 1318 S.F. LOAD FACTOR: 200 S.F./PERSON LOAD FACTOR: 200 S.F./PERSON LOAD FACTOR: 200 S.F./PERSON LOAD FACTOR: 200 S.F./PERSON LOAD FACTOR: 200 S.F./PERSON LOAD FACTOR: 200 S.F./PERSON c� C OCCUPANT LOAD: 7 PERSONS OCCUPANT LOAD: 4 PERSONS OCCUPANT LOAD: 5 PERSONS OCCUPANT LOAD: 4 PERSONS OCCUPANT LOAD: 4 PERSONS OCCUPANT LOAD: 7 PERSONS U (1HR)RATED DEMISING WALL TO Q '"� "t O -A A4 _ CONTINUE TO EXTERIOR WALL. * r o -- _ 4 4 IF PROVIDE SINGLE SIDED'FLAMEBLOCK' Q � RATED SHEATHING AT EXT.&CONT. ------------ ii - — - •----------- I - TYPE'X'G.W.B.ATINTERIOR. �� Q?1422 OQ� ' ® -------- IE3I -------♦ ® I ' '� E II I 1:9 ! 1 ! I , I 0 , issued date de.Scription I- I I I E I I ! Q - - - it I ®i ( I I j -- i 1 03 15 19 Issued f r ___- ® ® ® / / o Construction J II r__-___♦ HI� �.______ _; j j11 ®L --j �I ; ____ s 2 07/01/19 Project Bulletin No.4 L I 0 II pL-J I 1 + I I - I •� 1 I I , , 1 I I ! ; Fir- �11 Io --I l II I II iiiI I , r II III I L�=�' J 00 L- , ' L_ I ,I III , r__T�T__, II 1 I II I / I F O I\ I I _� 1 III 1 III I IIr-- _ , __L1_-� J I + �'! I I , L______ II III 1 F- I '_ 1 �f`, F O __r.T_- I- __ I 1 III I I , A . r--1 III , I II IL__ J . 1 L- --LJ 0 +I I I I I , III 1 -- L __J I L___J I r--_-___ 1 1 I 'I III I ` II II Z -- -- - -- b I III J� I I , - - -- __ • I I I II III I � I ! I I II LL J n ---- O O EA --1-'---- -- , 1 --- I _ __ _ 1 1 ♦ 1 --- - _ I I I I �I• --- I 1 I � 1 � 1 FMI title ' i t---- I 1 j ----- I I 1 ' 1'L---- I I I \ 11 ---- I . J_ I \ i I�--- , ' ----, I - -- ' - j - I ; I i BUILDING C � _-- i I -A--- EGRESS EGRESS PLAN -- - fill - _- i - - I -- 1 - ' J drawn by: --- ® IM checked by: ' 1/8"= 1 MEANS OF EGRESS PATH i 4 it MEANS OF EGRESS PATH scale: '-0" ORIGIN: 1ST FLR BD RM ORIGIN: 1ST FLR BDRM DISTANCE: 64' 13 CII ® project number: 10002 DISTANCE: 64' MEANS OF EGRESS PATH MEAN,OF EGRESS PATH MEANS OF EgRESS PATH MEANS OF EGRESS PATH MEANS OF EGRESS PATH MEANS OF EGRESS PATH scaled inch Q ORIGIN: 2ND FLR BDRM ORIGIN: BEDROOM ORIGIN: BE ROOM ORIGIN: BEDROOM ORIGIN: BEDROOM ORIGIN: 2ND FLR BDRM sheet number o ° o DISTANCE: 63' DISTAN E: 52' DISTANCE: 55'' DISTANCE: 53' DISTANCE: 52' DISTANCE: 63' U BUILDING C 1 BUILDING C - FIRST FLOOR EGRESS PLAN a CC0.01 SCALE: 1/8" = 1'-0" �'�" F �rea Appendix E Calculations + Table One:Dwelling Unit Space Vineyard Views-Building 1C Interior Gross Area Total Gross Dwelling Unit Space Number of Gross Area Total Interior Including Exterior Area Including Each Space Each Space Gross Area Walls Each Space Exterior Walls Unit A3(1 Bedroom) 2 747 2,494 765 1,530 7 •�y� Unit A4(1 Bedroom) 2 840 1,680 867 1,734 Unit A5(1 Bedroom) 1 757 757 776 776 Unit A6(1 Bedroom) 1 849 849 876 876 Unit B5(2 Bedroom) 1 895 895 923 923 Unit B6(2 Bedroom) 1 965 965 998 998 I Unit C2(3 Bedroom) 2 1,223 2,446 1,318 2,636 B E A T T Y HARVEY COC O Totals 10 _ 9,086 9,473 — A R C H I T E C T S , L L P NEW YORK MARYLAND + 523°3¢20 E Table Two:Residential Common Space P 1300 Walt Whitman Road, New York, 11747 Vineyard Views,6uil ing 1 A p: (631)300-1010 i Interior Gross Area Total Gross owner/developer Number of Total Interior N Residential Common Space Gross Area Including Exterior Area Including M p Conifer Realty r� — 1000 University Avenue Suite 500 N _ Telco Room Each Space ace 25 Gross Area 32 32 Rochester NY 14607 Each Space Walls Each Space Exterior Walls 42738' S2>°23, Water Service 1 27 27 30 . 30 585.324-0500 3Q��E Storage 1 1 27 1 27 30 30 10600, -3 7g92 civil(. engineer• �.( . �•� _ (Pg. Appendix E Area Calculations LKMA 437 &405 \ u Table Three:Total Residential Interior Gross Area Percentages g South Country Road :.:,d:: : :: :: .: .'. .: ..•....:...,.. ineyard Views Building 1C Brookhaven, NY 11719 L :}..::•}:{� :'< : Q''' !z 631.286.8668 Total Interior Percent of Total Residential Space Total interior Gross Area m.e.p. &f.p. B { ` Residential Gross Area I 1: ::1::I� .a M/E Engineering, P.E. + } .• .. .. .., ':: `. , .'"• q: :''::'•.::::':: Dwelling Unit Space 9,086 99,14% .: C.:.:;..:�:•;{�: ._;•.,, .(':•_. ...� +B150 North Chestnut Street Residential Common Space 79 0.86% Rochester, NY 14604 585.288.5590 (�. ;: :• D :: Totals 9,165 100,00% structural engineer \ Table Four:Total Buildiing Gross Area TDM Consulting Engineering �, Vine'and Views-Building 1C 550 North County Road,Suite E Total Total Gross Area Saint James, NY 1 1780 PROPOSED BUILDING:1C 63, NY 1 1780 USE&OCCUPANCY CLASS.: RESIDENTIAL GROUP R-2 Building Totals Interior Including O Gross Area Exterior Walls o CONSTRUCTION CLASS.: VB 0 o AUTOMATIC SPRINKLER SYSTEM: NFPA 13R Residential Dwelling Unit Space 9,086 9,473 Q BUILDING HEIGHT: 25.33' �� Residential Common Area 79 92 NUMBER OF STORIES: 2 > Non-Residntial 5 ac ee 0 0 . BUILDING AREA: STORY: 5,295 SQ.FT. \ `Ja? Grand Totals 9,165 9,565 key BUILDING: 10,590 SQ.FT. G I TRUE NORTH -n .. 0(91 + Q::': 0 0 \ o \ O O O a I ♦ �.':cam''': ':••':' '.• -': O I O O O •�.•:'': .::.:':':': :': :': ::':: :':•-::•:'. �= project 00O 1 f I E i VINEYARD AR DV VIEW O r D 0 + 045 D + I \\ t �. Co unt Y Road 48 \ Greenport, NYl 1194444 \ �+•�� seal ea Q 0 2 ` : b. \ .{• 14 22 O — T O F I r E N f: issued date descriptio 0 .a' •--{= ' o o 1 03/15/19 Issued for Construction I -r-.� \ o . \ o M h M title~ J , SITE PLAN I I _ + N22°)' jng0n- — _ G +• drawn by: \ — checked by: --_ J scale: 1"=50'-0" U QN, _ _ a°�2� project number: 10002 o _ C16 scaled inch 0 o 564,52' sheet number �SoJ CO SITE PLAN BUILDING C 1 � A0.01 SCALE: 1" = 50'-0" m o + + + + + + + -{- I H AOOO 9 0 �- 3+- N M O ' i BEATTY HARVEY COCO ARC H I T E C T S , 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 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. 2 1 2 2 M/E Engineering, P.E. B A5.00 A5.01 A5.01 A2.00 B 150 North Chestnut Street Rochester, NY 14604 585.288.5590 105'-114" structural engineer TDM Consulting Engineering 14'-5Y4" s „ 39'-44" s 14'-5 4" 550 North County Road,Suite E 18'-9y4" 18'-9/' Saint James, NY 11780 4'-2" 9'-01, 6-73/4" 10'-104" 9'-0" 5'-5%" 9'-0" 5'_04" 5'_74" 9'-0" 4'-2.. 631.686.5234 F- Z--------- ---------�- -1 I ® I ®1 0 I I key is I I N TRUE — — — — — — — — — — — — — — I I iriNORTH — — — — — — — — — — — — — — I I - : I o CII .•... •III•-I•' •J- — — — — — — — — -- — — --- ---— — — — — — — III — — — — — — — — — — — - - - - - - - - - - - - C:), — — — — — — — — — — — — — — — — 1I . I G) co N EDUl) M L - - - - - - - - Iproject 2'-44' VINEYARD � V IE W • ( n D ;' ;I 0 ; ; 0 County Road 48 Li Li Greenport, NY 11944 Li seal L------ -------------- L-------------- A511. 00 o� M�NIIIIIIIIIiI '•:�.,.' rIIII�III—II(I .••••1 L•'9I�IIIIII" JI ------J IIIIIIIIIIIIIIIIIiIIIiII N iIIIIII1IIIII1IIiIIIff �I ' •• �I�II'IIII(IIII o"•.•.,.. .•:°.•.�• IIIIIIIII � AA25..0001 + ,... �ExF`'D1,N�4A2E .�#.Co y: o / 1500 16'8 " OP �- A 2 A2.01 O O L ' issued date description 2o- 1 1 03/15/19 Issued for Con stru ct ion F — — — — — — — — — — — — — - - - - - - - - - - — — — — - - - - - - - - - L - - - - - - - - - - - cli LO :,o` _ title zo EO q C) L — — — — — — — — — — — — — — — — — — L- L- — — — — — — — — — — — — — — — J *.. I" --1 F I F 1 fN O BUILDING C - - - - - - ------------ ------------C FOUNDATION PLAN (20 L - ------- ------ ------ -Jr _- 10'-11 " 5'-8" 5'-2" 5'_02 10'-6" 10'-24" 10'-6" 4'_02" 5'-2" 5'-8" 10'-114" drawn by: ---+ - I- 2'-0" 14'-54" 20'-9" 40'-34" 20'-9" 14'-54" 2'-0" checked by: --- aNU A5.00 A5.01 1 AA2.00 -0 "scale: 3/16"= 1' 114'-9Y4" project number: 10002 scaled me 20 2 sheet number U 5-01 BUILDING C z FOUNDATION PLANa ID 1 � L A1.00 SCALE: 3/16" = 1'-0" @ + +6 +8 000m 1 21 31 41 51 61 71 81 �� 9 71 11 � a �� i INTERIOR WALL ASSEMBLY LEGEND I N INTERIOR WALL ASSEMBLY SYMBOL _ N MATERIAL -- -- - - - 1�bj® Cc, W WOOD STUDS FIRE RATING 0 NON RATED - - - - - - 1' 1 1 HOUR RATED » » n „ „ n „ INH16A A G.W.B.ONE SIDE ONLY 1/2 RC-1 RESILIENT DOUBLE TOP PLATE 1/2 RC-1 RESILIENT DOUBLE TOP PLATE 112 RC-1 RESILIENT DOUBLE TOP PLATE 112 RC-1 RESILIENT DOUBLE TOP PLATE 112 RC-1 RESILIENT DOUBLE TOP PLATE 112 RC-1 RESILIENT DOUBLE TOP PLATE 1/2 RC-1 RESILIENT DOUBLE TOP PLATE CHANNEL AT 12"O.C. CHANNEL AT 12"O.C. CHANNEL AT 12"O.C. » , , CHANNEL AT 12"OC. CHANNEL AT 12"O.C. CHANNEL AT 12"O.C. CHANNEL AT 12"O.C. (1)LAYER 5/S"TYPE'X' (1)LAYER 518"TYPE'X' (1)LAYER 518 TYPE X (1)LAYER 518"TYPE'X' (1)LAYER 5!8"TYPE'X' (1)LAYER 518' TYPE'X' (1)LAYER 518"TYPE'X' B E A T T Y HARVEY COC O (1)LAYER 518"TYPE'X' G.W.B.LAYER 518"TYPE'X' G.W.B.LAYER 518"TYPE'X' G.W.B.LAYER 518"TYPE'X' (1)LAYER 518"TYPE'X' (1)LAYER 5/8"TYPE'X' (1)LAYER 5/8"TYPE'X' STUD SIZE G.W.B.(BOTH SIDES) iITG.W.B.(BOTH SIDES) G.W.B.(BOTH SIDES) G.W.B.(BOTH SIDES) G.W.B.(BOTH SIDES) G.W.B.(BOTH SIDES) G.W.B.(BOTH SIDES) ARCHITECTS , L L P 4 2 x 4 1%"x 3%") G.W.B. G. G. G. G.W.B. G.W.B. G.W.B. ( 112"RC-1 RESILIENT 112"RC-1 RESILIENT 112"RC-1 RESILIENT NEW YORK MARYLAND 6 2 x 6(1%"x 5%") CROSS BRACED(TYP,) CROSS BRACED(TYP.) " CROSS BRACED(TYP.) „ CHANNEL AT16'O.C. CHANNEL AT 16 O.C. CHANNEL AT 16 O.C. 1300 Walt Whitman Road, New York, 11747 WALL TYPE 3 CONT.SOUND 5 CONT.SOUND 5'CONT.SOUND A p:(631)300-1010 A BLOCKING FOR GRAB BLOCKING FOR GRAB » BLOCKING FOR GRAB BLOCKING FOR GRAB BLOCKING FOR GRAB BLOCKING FOR GRAB -I- H SHEAR BARS PER BATHROOM BARS PER BATHROOM /— BARS PER BATHROOM BARS PER BATHROOM BARS PER BATHROOM BARS PER BATHROOM + D DEMISING / ATTENUATION FIRE ATTENUATION FIRE ATTENUATION FIRE owner/developer ELEVATIONS ELEVATIONS BLANKETS ELEVATIONS ELEVATIONS BLANKETS ELEVATIONS ELEVATIONS BLANKETS RESILIENT CHANNEL 2x4 WOOD STUDS AT 16" 2x4 WOOD STUDS AT 16" 2x4 WOOD STUDS AT 16" 2x6 WOOD STUDS AT 16" 2x6 WOOD STUDS AT 16" 2x6 WOOD STUDS AT 16" 2x6 WOOD STUDS AT 16" Conifer Realty (1)LAYER I32'OSB (1)LAYER I32'OSB 1000 University Avenue Suite 500 O.C.U.O.N.SEE O.C.U.O.N.SEE O.C.U.O.N.SEE O.C.U.O.N.SEE O.C.U.O.N.SEE O.C.U.O.N.SEE O.C.U.O.N.SEE "nC^ STRUCTURAL PLANS STRUCTURAL PLANS STRUCTURAL PLANS STRUCTURAL PLANS STRUCTURAL PLANS STRUCTURAL PLANS STRUCTURAL PANEL STRUCTURAL PLANS STRUCTURAL PANEL Rochester, NY 14607 NOT ACCEPTABLE AT DEMISING 585.324-0500 r WALLS&CEILINGS FOR THIS FOR SPACING FOR SPACING FOR SPACING FOR SPACINGU1 FOR SPACING FOR SPACING FOR SPACING 71�• PROJECT � • _ -J. 5I8" • 518"� 518" 518"J 518 518" 518" 518" 518" 518"� 518" 5/8 518" civil engineer 5112 51/2' 5112' 51/2 112" 15/32"-/ 112 LKMA 3112" 11 3112" 31 » 3112" 1/4 1/2 gl4 7114" 7 7/32' 7 23/32" 15132" 437 &405 ^� I ACCEPTABLE AT DEMISING South Country Road „�._ WALLS&CEILINGS FOR THIS 1 HR RATED(U.L.DES.U311) 1 HR-RATED(U.L.DES.0311) 1 HR-RATED(U.L.DES.U311) NON-RATED Brookhaven, NY 11719 I W04A NON-RATED W04 NON-RATED W14 STC RATING:50(45 FIELD TESTED) W06 NON RATED WD16 STC RATING:50(45 FIELD TESTED) WH06 SHEAR WH16 SHEAR 631.286.8668 y< PROJECT STC RATING:50(45 FIELD TESTED) m.e.p. &f.p. 2 1 2 2 M/E Engineering, P.E. B A5.00 A5.01 A5.01 A2.00 B 150 North Chestnut Street Rochester,NY 14604 585.288.5590 105'-11 4" structural engineer 14'-5Y4" 18'93/' 39'-4Y4" 14'54" TDM Consulting Engineering 18'94» 550 North County Road,Suite E Saint James, NY 1111780 7'-2�" 7'-2%" 4,_2„ 4'_6" 4,_6„ 3,-2„ 2,_54„ 4'-104" 6'-0" 4,_6„ 4,_6n 5'-54" 4'_6" 4'-6" 2,-9/n 2'-3%„ 2,_54" 3'-2n 4,-6n 4'-6„ 4,_2n 7,-2�„ 7'-2%„ 631.686.5234 J3 key © ° °• ° ° ° •° N ° O PLAN Lo 4 • i . e • y O U O a : ..° ° N O 0 N .e 0 r-- — ( � 0 I O C? B2 TELCO ° B2 O o W14 ROOM ° . STORAGE W14 o.F1 0-0-Al co iv » SI � °• 100C W04 W04 WH16 �i C WH16 W04 W04 1ST FLR EXTERIOR WALL CONSTRUCTION 1ST FLR EXTERIOR WALL CONSTRUCTION TRUE HARDIEPLANK LAP SIDING OVER g2 B2 + _ CONTINUOUS AIR&WATER RESISTIVE °' - W06 , WATER SERVICE ;; W06 , HARDIEPLANK LAP SIDING OVER BARRIER OVER z"EXTERIOR GRADE r -J II ROOM "L------ o CONTINUOUS AIR&WATER RESISTIVE project f h __� �_______- W14 1006 BARRIER OVER%"EXTERIOR GRADE WOOD PLYWOOD WITH RG FASTENED TO 2x6 2, �" ----- � ,____-_ 2 a" ' ., PLYWOOD SHEATHING FASTENED TO 2x6 BATT INSULATION " • --- W04 - -- W04 --- VINEYARD VIEW ---- WOOD STUDS WITH R-21 BATT INSULATION ' W04 111/04 WD16 W04 W04 W04 �' OVER CONTINUOUS VAPOR BARRIER AND OVER CONTINUOUS VAPOR BARRIER AND 3" -__ =,1 5 GYPSUM WALLBOARD ON INTERIOR SIDE. — ----- 1 ------J W04 BATHROOM 4A W14 BATHROOM 5B W04 i GYPSUM WALLBOARD ON INTERIOR SIDE. D o L J TYPE" A117.1-200 " W04 W04 W04 "TYPE"A"A117.1-2009" L J o D W04 W04 W04 W04 W06 W04 W04 W04 W04 `0 County Road 48 OD W04 W06 W04 W04 QD Greenport, � �___________� __ NY 11944 BATHROOMID W04W04 }*I W04 W04 I I W06 W04 seal fiflt,I W04 Eiffel ' � W04 i BATHROOM D _ --------- ------ TYPE„A"Al7 ------ o - BATHROOM 56 L--J - - ----J .1-2009" - IL � ----------- W04 --- ------ ----------- II W04 W04 1 rn u o r W04 �— rn 2 < \ «--- -� i W04 „, W04 W04 I� i WH06 A2.01 r- I - W04 W04 00 e \ j l III 1 III i i I O O• __--- r --i - _ >:� d ,. lri WH06 BATHROOM 4B iii _ ---�_ --- r -- W06 ' _- - II II - II _ I II WD6 � •" I I I I I i --7 I I o� . I I I I » n n I III I r- - -- I I ' \ �`• ((// / O _� " PE A A117.1-2009" , O O I I , I ire 1 � O O I I '. 0 ,b � 1 \�\ •�� ; ^ ,i f L JI �I W14 ill W04 L-----Jr-- A5.00 --- r------ y W06 r ----- II ----r I r = --- r--- AS.DD U \J WD4A p I I� iii W14 L II II J i i '�ti` h. / i --- -- W04A ! ' IIS---- � I I II � r--- ---J III I --- I ---- I --- --- I 'I ..�-.. 7r --- --- -=1=�-- ED L _J WD4 - L_ --- --- I II 'fir--- II _ - 7� I I II II II II _�_ r issued date description -r I �--- -------------- �_ - -� I II W14 J __ O O ' O O W04 W06 , 2'0 --� -----�_-- -------ii , i O O W04 r------- ii ii u o �- "I ---�---� L ' ;�_______ 1 03/15/19 Issued for Construction '�--- � W14 -I --- ----------- W06 I ; ------- W14 2 06/06/19 Project Bulletin #1 ----- -- - III 3 07/01/19 Project Bulletin #4 ---- N - ---- L_ J -� i ii W14 N - ------------C --------- II UNIT NUMBER: 101 UNIT NUMBER: 102 -------- ------- - J -------- UNIT NUMBER: 105 UNIT NUMBER: 106 UNIT TYPE: C2 UNIT TYPE: A3-ANSI --------- r------- UNIT TYPE: A3-HVI UNIT TYPE: C2 © BEDROOMS: 3 W04 BEDROOMS: 1 ------ ------- W14 WH16 W14 ------_ li' -------- BEDROOMS: 1 W04 BEDROOMS: 3 0' GROSS AREA: 1318 S.F. GROSS AREA: 765 S.F. -------- ~ -_--___ --------- ------ GROSS AREA: 765 S.F. GROSS AREA: 1318 S.F. NET AREA(HCR): 1259 S.F. NET AREA(HCR): 705 S.F. --- --- ----- - --- --- NET AREA(HCR): 705 S.F. NET AREA(HCR): 1259 S.F. --- --- �__ --- UNIT NUMBER: 103 LINT NUMBER: 104 W04 __- --- UNIT TYPE: B5 UN TYPE: A5 __ _ -- __ ___ 4 �+ W04 I _-_ BEDROOMS: 2 BEDROOMS: 1 1 3 N GROSS AREA: 923 S.F. GROSS AREA: 776 S.F. A4.00 --------- NET AREA(HCR): 863 S.F. NET AREA(HCR): 705 S.F. UNIT PLAN ; UNIT PLAN - UNIT PLAN UNIT PLAN + J Al Al --- --- Q 1 3 --- --- Al • Al �- OPP.HAND -� o �? © a ° A4.01 A4.00 4 `�' --- Al N ° a --- -_- ___ ___ ''• ,, N Al N a, a• -- --- UNIT PLAN UNIT PLAN --- -- -� o • a 4 7„. - ; 5`54 4'5"° 6'7%,t 6, 1 °-. -e 6,�„ 6 °' 2'-0" 2,.0„ ��" "_1 Z» 6'-7%" 4'-50.. 5'5 4" • 4'-7" title a � . •�. ° , � °�' ' � I• �, Al Al .. �'�.s. •�° �° � . .� °. •� ° ° o BUILDING C ° ' a d . ' • , . ' � Al Al `� _ _ � �, . a . ° FIRST FLOOR T-9 °` •5'-'' O 5=1"• 5' • 0 41r4,t - . . - 4 e = °' .:�°. . : e •� . FLOOR PLAN NOTES PLA N 1. A BLOWER DOOR TEST WILL BE CONDUCTED FOR EACH UNIT BY A THIRD PARTY RATER TO MEET 0.3 CFM50/sf OF ENCLOSURE PER SECTION R402.4.1.3 OF THE NY 2016 �- 10'-114» 1'-9" 9'-11" 5'-8" 5'-2" 5'-0%" 10'-6" 10'-2Y4" 10'-6" 4'-0)12" 5'-2" 5'-8" 9'-11" 1'-9" 10'-11 4" 1,_9n G S L E 0 E E C E + drawn by: --- 2. EFE TO NGI EERS SU MIT ED ECH NIC L MANUALS 2'-0" 14'-54° 20'-9" 40'-34" 20'-9" 14'-54" 2_p� PER NYS ECC. checked by: --- a. MANUAL-J:RESIDENTIAL LOAD CALCULATION b. MANUAL-S:RESIDENTIAL EQUIPMENT SELECTION scale: 3/16"= V-0" 114'-9Y4" c. MANUAL-D:RESIDENTIAL DUCT SYSTEMS project number: 10002 3. ALL GROUND FLOOR APARTMENT BATHROOMS SHALL to MEET THE CRITERIA OF A"TYPE A All 17.1-2009" scaled inch Q 2 1 2 1 BATHROOM. sheet number 0 o A5.00 A5.01 A5.01 A2.00 U BUILDING C z 1 FIRST FLOOR PLAN a T A1.01 SCALE: 3/16" = 1'-0" - C CID @ H 001 7 +8 9 11 21 31 41 51 61 71 9 LO INTERIOR WALL ASSEMBLY LEGEND -� ---- N INTERIOR WALL ASSEMBLY SYMBOL N L'Dr� MATERIAL - -- - — - — — W WOODSTUDS $= FIRE RATING 0 NON-R4TED - --- - - ---------- --- 1 1 HOUR RATED WH16A A G.W.B.ONE SIDE ONLY 112"RC-1 RESILIENT DOUBLE TOP PLATE 112"RC-1 RESILIENT DOUBLE TOP PLATE 1/2"RC-1 RESILIENT DOUBLE TOP PLATE 112"RC-1 RESILIENT DOUBLE TOP PLATE 112"RC-1 RESILIENT DOUBLE TOP PLATE 1/2"RC-1 RESILIENT DOUBLE TOP PLATE 112"RC 1 RESILIENT DOUBLE TOP PLATE j CHANNEL AT 12"O.C. CHANNEL AT 12"O.C. CHANNEL AT 12"O.C. CHANNEL AT 12"O.C. CHANNEL AT 12"O.C. ( f CHANNEL AT 12"O.C. ( CHANNEL AT 12"O.C. B E A TT Y HARVEY C O C (1)LAYER 5/8"TYPE'X' (1)LAYER 5/8"TYPE X' (1)LAYER 518"TYPE'X (1)LAYER 518"TYPE'X' 1)LAYER 518"TYPE'X' 1)LAYER 5/8"TYPE'X' (1)LAYER 518 TYPE X O STUD SIZE (1)LAYER 518"TYPE'X' (1)LAYER 518"TYPE'X' (1)LAYER 518"TYPE'X' (1)LAYER 518"TYPE'X' (1)LAYER 5/8 TYPE X (1)LAYER 518 TYPE X (1)LAYER 5/8 TYPE'X G.W.B.(BOTH SIDES) G.W.B.(BOTH SIDES) G.W.B.(BOTH SIDES) G.W.B.(BOTH SIDES) G.W.B.(BOTH SIDES) G.W.B.(BOTH SIDES) G.W.B.(BOTH SIDES) ARCH I T E C T S , LLP 4 2x4(1'/z"x3%") G.W.B. G.W.B. G.W.B. G.W.B. G.W.B. G.W.B. G.W.B. NEW YORK MARYLAND L6 2 x 6(1%"x 5%") 1/2"RC-1 RESILIENT 1/2"RC-1 RESILIENT 112"RC-1 RESILIENT CROSS BRACED(TYP.) CROSS BRACED(TYP.) CROSS BRACED(TYP.) CHANNEL AT I6"O.C. CHANNEL AT 16"O.C. CHANNEL AT 16"O.C• 1300 Walt Whitman Road, New York, 11747 A WALL TYPE BLOCKING FOR GRAB BLOCKING FOR GRAB BLOCKING FOR GRAB BLOCKING FOR GRAB " BLOCKING FOR GRAB BLOCKING FOR GRAB f A p:(631)300-1010 -+ H SHEAR 3 CONT.SOUND 5 CONT.SOUND 5 CONT.SOUND D DEMISING BARS PER BATHROOM BARS PER BATHROOM ATTENUATION FIRE BARS PER BATHROOM BARS PER BATHROOM ATTENUATION FIRE BARS PER BATHROOM BARS PER BATHROOM ATTENUATION FIRE owner/developer ELEVATIONS ELEVATIONS ELEVATIONS ELEVATIONS ELEVATIONS ELEVATIONS BLANKETS BLANKETS BLANKETS RESILIENT CHANNEL 2x4 WOOD STUDS AT 16" 2x4 WOOD STUDS AT 16" 2x4 WOOD STUDS AT 16" 2x6 WOOD STUCS AT 16" 2x6 WOOD STUDS AT 16" 2x6 WOOD STUDS AT 16" 2x6 WOOD STUDS AT 16" Conifer Realty (1)LAYER�%Z'OSB (1)LAYER'%2'OSB 1000 University Avenue Suite 500 O.C.U.O.N.SEE O.C.U.O.N.SEE O.C.U.O.N.SEE O.C.U.O.N.SEE O.C.U.O.N.SEE O.C.U.O.N.SEE O.C.U.O.N.SEE STRUCTURAL PANEL STRUCTURAL PANEL Rochester,NY 14607 -_.. W4:.0-1 NOT ACCEPTABLE AT DEMISING STRUCTURAL PLANS STRUCTURAL PLANS STRUCTURAL PLANS STRUCTURAL PLANS STRUCTURAL PLANS STRUCTURAL PLANS STRUCTURAL PLANS 585.324-0500 FOR SPACING FOR SPACING FOR SPACING FOR SPACING FOR SPACING FOR SPACING FOR SPACING WALLS&CEILINGS FOR THIS ua- PROJECT - 4 `~ 518"� 518"� 518" 518"� 518" 5/8" " 5/8" 5/8" q74"' 518 5/8" 5/8" 518" 518" civil engineer 5112 5112" 5112 LKMA 112" 15/32" 1/2" 3112" 1/ ff 3112" 314" 3112" 114' " M 314' 112 7 7132' 7 23/32" ^ u ACCEPTABLE AT DEMISING 15132" Country &405 a 1 HR-RATED(U.L.DES.U311) South Country Road ,,. WALLS&CEILINGS FOR THIS O 1 HR-RATED(U.L.DES.U311) O 1 HR-RATED(U.L.DES.U311) NON-RATED Brookhaven, NY 11719 W04A NON-RATED W04 NON-RATED W14 STC RATING:50(45 FIELD TESTED) W06 NONRATED WD16 STC RATING:50(45 FIELD TESTED) WH06 SHEAR WH16 SHEAR 631.286.8668 PROJECT STC RATING:50(45 FIELD TESTED) m.e.p. &f.p. 2 1 2 2 M/E Engineering, P.E. 9 A5.00 A5.01 A5.01 A2.00 B 150 North Chestnut Street Rochester, NY 14604 585.288.5590 106-111%" structural engineer 14'-5Y4" 18'-933 39'43A'f 3 TDM Consulting Engineering 18'-9 4" 14'-5/" 550 North County Road,Suite E Saint James, NY 11780 7'-2811 � 7'-2Sff 8f_Off � 10'-11Y4" 4'-10%ff � 10'-6ff � 14'-5%,f � 9'-6Y4" 10'-13/4" 8'-8" 7,_2%" 7f_2%ff 631.686.5234 key © -- PLAN O O o B1 W04 _ W04 co W04 B B c W04 W04 -- W04 O �� O B WH16 N 2ND FLR EXTERIOR WALL CONSTRUCTION , } W04 W04 = 2ND FLR EXTERIOR WALL CONSTRUCTION TRUE o PANELS(COORDINATE PANEL JOINTS WITH �i W06 co HARDIE-%"x 1 Y2"TRIM BATTENS OVER)/2" /' � HARDIE /'x 1 yz TRIM BATTENS OVER,/2" M WO6 —I �= W04 PANELS(COORDINATE PANEL JOINTS WITH TRIM BATTENS)OVER CONTINUOUS AIR& W04 W04 TRIM BATTENS)OVER CONTINUOUS AIR& project WATER RESISTIVE BARRIER OVER%" 2'-4%" W04 21-411Z WATER RESISTIVE BARRIER OVER%" VINEYARD VIEW EXTERIOR GRADE PLYWOOD SHEATHIN3 EXTERIOR GRADE PLYWOOD SHEATHING W04 WD16 W04 W04 W04 I FASTENED TO 2x6 WOOD STUDS WITH F-21 - W04 W04 - - FASTENED TO 2x6 WOOD STUDS WITH R 21 BATT INSULATION OVER CONTINUOUS I ATHROOM 56 SIM I ; BATHROOM 56 BATT INSULATION OVER CONTINUOUS D VAPOR BARRIER AND 5/"GYPSUM "TYPE"B Al 17.1-2009" W04 I i W04 "TYPE"B"Al 17.1-2009" � VAPOR BARRIER AND 5/"GYPSUM -'D WALLBOARD ON INTERIOR SIDE. q L-J W04 W04 �; W04 W04 -J WALLBOARD ON INTERIOR SIDE. County ROC1C1 48 - W04 W04 O BAT ROOM D W04 T� W04 BATHROOM D Op Greenport, NY 11944 W04 W06 ---� W04 W04 r--=� W06 seal W04 �r----� it-- W04 __ W04 K W04 :._Je --- --- --- IL---- I �// W04 L-----__--__J __------JrAHROOM5B " \ ~, -- W04 --- --- r B' All 17.1-2009 -__----_ TYPE ---------- W04 W04 A2.01 W04 --- --- r _ _ i W04 W04 ===_= W04 WH06 `� _ - J W04 W04 -- �J W04 W06 BATHROOM 4 --i "TYPE ffBff A117.1-2009" LL I O O• --- --- W04 W04 W06 LO u \ q W04 00 W04 W04 W04 L O O --- --- B W04 O O I W04 W04 --- --- _ W04 --- --- � I i------ --i -7-rr - I Ul --- -- -- --- IL�=J ------L- --- - IE W04I I O O __ issued date description 2'-0" ' L---1 ' I O O I W04 W06 --- --- --- —�- 2 0 -�- 1 03/15/19 Issued for Construction W04 --- --- W04 00 O O --- --- W04 2 06/12/19 Project Bulletin #2 W04 W04 --------- 3 07/01/19 Project Bulletin #4 UNIT NUMBER: 107 L____ " I � , � __- UNIT NUMBER: 110 1 N UNIT TYPE: A4 - lil ___ ___ UNIT TYPE: A4 N BEDROOMS: 1 --- --- r� -t -------------- ---� BEDROOMS: 1 '__ I GROSS AREA: 867 S.F. --- - GROSS AREA: 867 S.F. O NETAREA(HCR): 807S.F. NET AREA(HCR): 807 S.F. O `,' �' --------- - W04 WH16 W04 --- --- ' � W04 --- ---- 4 � 4 2 UNIT NUMBER: 108 UNIT NUMBER: 109 A4.01 A4.02 --------- A4.00 4 A4.01 _-- _-- UNIT TYPE: 66 UNIT TYPE: A6 ___ ___ BEDROOMS: 2 BEDROOMS: 1 U PLAN I UNIT PLAN __ -- GROSS AREA: 998S F. GROSS AREA: 876 S.F. --------__- UNIT PLAN UNIT N NET AREA(HCR): 938 S.F. NET AREA(HCR): 805 S.F. OPP.HAN F --- --= --- --- F - --- -- W04 2 4 W04 q q Q E A4.01 Q A4.00 E Q (V CV N (V E i UNIT PLAN UNIT PLAN E 9 title BUILDING C E E E E E E SECOND FLOOR FLOOR PLAN NOTES PLAN 1. A BLOWER DOOR TEST WILL BE CONDUCTED FOR EACH UNIT BY A THIRD PARTY RATER TO MEET 0.3 CFM50/sf OF ENCLOSURE PER SECTION R402.4.1.3 OF THE NY 2016 �- T-28" 7'-2 8" 6'-7%" 6' 1%" 8'-0" 7'9" 5'-3" 5'-1" 5'-3Y2" 41-11%" 5'-3" 6'-9" 8'-0" 6'-1Y2" 6'-7Y2" 7'-28" 7'-28" 2. REFER TO ENGINEER'S SUBMITTED MECHANICAL MANUALS -� drawn by: �^ PER NYS ECC. 21.011 14'5'/" 201.9" 40'-38" 201-9" 141/4" 2f 0,f a. MANUAL-J:RESIDENTIAL LOAD CALCULATION checked by: --- b. MANUAL-S:RESIDENTIAL EQUIPMENT SELECTION c. MANUAL-D:RESIDENTIAL DUCT SYSTEMS scale: 3/16"= V-0" J 114'-9%" 3. ALL GROUND FLOOR APARTMENT BATHROOMS SHALL project number: 10002 MEET THE CRITERIA OF A"TYPE A Al 17.1-2009" BATHROOM. scaled inch 0 2 1 2 1 �� sheet number U A5.00 A5.01 A5.01 A2.00 BUILDING C a 1 SECOND FLOOR PLAN �10SCALE: 3/16" = 1'-0" a� m 1 2T 3 I- 4 t 5 T- T 6� 7 T j- �---- g H • I N M zt ROOF NOTES o 1. DETAILS WHICH ARE DRAWN IN HALF SECTION SHALL BE CONSIDERED TO INDICATE THAT THE SAME CONDITION EXISTS ON THE HALF NOT SHOWN. 2. ALL DETAILS ARE MEANT TO SHOW MINIMUM -; i ,a aT, "104' .;1. 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. 1300 Walt Whitman Road, New York, 11747 + 5. ALTHOUGH DETAIL REFERENCES MAY BE SHOWN IN ONLY A p: (631)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. 7. REPLACE AND REPAIR TO ORIGINAL STATE ANY AND ALL CONDITIONS THAT WERE DAMAGED BY CONSTRUCTIONS civil engineer (INCLUDING WALKS,CURBS,WALLS,FLOORS,CEILINGS, LKMA ROOF STRUCTURE,ETC.) 437 &405 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES South Country Road WITHOUT WRITTEN APPROVAL OF THE OWNER/ARCHITECT. Brookhaven, NY 11719 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. 2 1 2 2 COMBUSTIBLE FUELS.ALL HAZARDOUS MATERIALS SHALL M/E Engineering, P.E. B BE STORED IN LOCATIONS DIRECTED BY THE 150 North Chestnut Street -�- A5.00 A5.01 A5.01 A2.00 OWNER/GENERAL CONTRACTOR.THE STORAGE AREA WILL + 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 OPERATIONS ARE CONDUCTED WHICH INVOLVE OPEN FLAME WORK.A MINIMUM OF TWO(2)FIRE EXTINGUISHERS TDM Consulting Engineering SHALL BE ON THE ROOF AT ALL TIMES. 550 North County Road,Suite E LEADER LEADER LEADER LEADER 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 GUTTER UTTER GUTTER GUTTER STRUCTURAL LIMITATIONS. 12. PROVIDE CRICKETS AT HIGH SIDE OF ALL SQUARE AND ICE&WATER RECTANGULAR PENETRATIONS.PROVIDE ADDITIONAL MEMBRANE BLOCKERS UNDER CURBS WHERE REQUIRED IN ORDER TO key MAINTAIN 8'FLASHING HEIGHT. TRUE LEADER LEADER --__ / 13. ALL OPEN ENDS OF FLASHING SHALL HAVE VERTICAL NORTH 1 12 1 TERMINATION BARS. C- 12 GUTTER GUTTER _ _ _ _ - 1 1 14 ROOFMALL TRANSITIONS,CORNERS,PICH CHANGES,AND PENETRATIONS. - 15. PROVIDE CONTINUOUS ICE AND WATER SHIELD EXTENDING O - _ 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 AT ALL VALLEYS. o 16. INSTALL ROOFING IN ACCORDANCE WITH NRCA AND MANUFACTURER'S WRITTEN RECOMMENDATIONS AND WRITTEN INSTRUCTIONS. o 17. USE STEP FLASHING AT SHINGLE ROOFIWALL TRANSITIONS. 18. ROOF VENTILATION:APPROXIMATELY 50%AT RIDGE VENTS. project 50%IN SOFFITS. 19. EXTEND VALLEY FLASHING MIN.12"ON BOTH SIDES OF VINEYARD VIEW VALLEY ICE&WATER 20. EXTEND RIDGE FLASHING MIN.12"ON BOTH SIDES OF MEMBRANE RIDGE. 21. ALL GABLES MUST VENT ATTIC.DO NOT RUN PLYWOOD RIDGE VENT SUBSTRATE UNDER GABLES. Count Road 48 22, ROOFING MATERIALS SHALL BE MINIMUM CLASSIC' Y GUTTER w o_w o w w Z z GUTTER-2N T 23. ALL GUTTERS SHALL BE'K'TYPE-5"WIDE.DOWNSPOUTS Greenport, NY 11944 o o TO BE 3 DIAMETER PLAIN ROUND. ~ o ¢ o a o 24. ALL ROOF PENETRATIONS OF FLUES,VENTS,CAPS,HOODS, seal LEADER 0 o 0 w o 0 0 > Of LEADER ETC.TO BE PRIMED AND PAINTED TO MATCH ROOF COLOR. w M w o J 25. VENT FLASHING:EXTEND MINIMUM 6"ALL AROUND VENT. LU zo 26. LOCATE ROOF VENTS/PENETRATIONS TO REAR.ROOF �� 00 FO 1 0 ¢ 2 SLOPES TO MINIMIZE VISIBILITY.GANG VENTS IN ATTIC SPACE WHERE PERMITTED BY CODE.SEE MECHANICAL A2.01H o U A2.01 PLANS FOR FURTHER INFORMATION. * l N ix 1 M o A5.00 -tic, A5.00 OF NES O J N O J E zo issued date description =�- _o O � 1 03/15/19 Issued for Construction H 1 1 1 1 ICE&WATER- 2 1 MEMBRANE - - _ - - 2' RIDGE VENT 3 1 1 r ii -- title LEADER - - _ LEADER BUILDING C GUTTER r-M 1 1 GUTTER ROOF PLA N GUTTER LEADER ' � LEADER GUTTER PLAN -I _ , 1- DOWNSPOUT NOTES LEADER GUTTER - GUTTER LEADER 1. TERMINATE DOWNSPOUT AT PVC BOOT WITH CLEANOUT AS SPECIFIED BY CIVIL ENGINEER.TIE INTO UNDERGROUND ATTIC DRAFTSTOPPING ATTIC DRAFTSTOPPING STORM WATER MANAGEMENT SYSTEM AS SPECIFIED BY ___ CIVIL ENGINEER. drawn by: GUTTER GUTTER checked by: --- o_ scale: 3/16"= 1'-0" LEADER LEADER N } project number: 10002 U scaled inch 0 2 1 2 1 sheet number 0 A5.00 A5.01 A5.01 A2.00 z BUILDING C rl ROOF PLAN A1.03 SCALE: 3/16" = 1'-0" CID H A ] • NCTJ tT EXTERIOR MATERIAL LEGEND 0 TAG DESCRIPTION COLOR SPECIFICATION O HARDIE PANEL VERTICAL SIDING TBD 3/"x 2Y"HARDIE TRIM BATTEN BOARD TBD 30 7)/4"HARDIE PLANK LAP SIDING TBD 0 HARDIE PANEL TBD 50 5/4 x 31/2" HARDIE CORNER TRIM BOARD TBD B E A T T Y HARVEY COC O © 514 x 31/2" HARDIE WINDOW&DOOR TRIM BOARD TBD ARC H I T E C T S , LLP 70 ASPHALT SHINGLE ROOFING TBD NEW YORK I MARYLAND ® 36"x80"FIBERGLASS ENTRANCE DOOR TBD 1 o Walt Whitman oap: (631)3000 New York, 11747 q -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. 19 ALUMINUM RAILING TBD P M150 Engineering,ut te et 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 2 1 2 A5.00 A5.01 A5.01 NOTES: structural engineer 1. PROVIDE ADD ALTERNATE FOR WINDOW AND DOOR BLACK FRAMES. in 2. PROVIDE ADD ALTERNATE FOR EVERLAST SIDING. 550 North TDM Consulting onty Engineering ad,Suite E _ - - -- - - - - — - -_y-- - - — — — ---- - - - -- — -- - —- - — - ------ - -- - - Saint631 686.5234 NY 11780 r - T.O.ROOF TRUSS RIDGE --�_ - - __ ELEV.+25'-4" - - - - W 2 -- _ 7: __ 2 q _ 2 _ _ - - T - 1 q L 7 --I—-- - _ - _ - - - — - - - G - - - TT I Ir - TRUE - - - - - - 7 NORTH W - - - - - --- - -- -- -- - - - - T.O.SECOND FLOOR TOP PLATE ELEV.+17'-9" 6 r, , O 1 m 1 EF -E I E E E ` E E E E F 50 LO- CL O Z5 8 = c� T7 5 �+ T.O.SECOND FLOOR SUBFLOOR W Q _ C) 77 8.. ° � 18 4 project VINEYARD VIEW G A Al G ; ,,. Al Al Al B . '{ B �'' B :' B Al Al Al Al A t T.O.FIRST FLOOR SLAB County Road 48 Greenport, NY 11944 ELEV.0'-0" E i I I t I i I i i I i I I I I I I i i i I i i I J I i i I i seal i I i I I i I �__� -- -J--L-i I I I i i I I i i I i I i i J_ L J L 1 J_ LT- J J LT------ rl ----- 1 r---------------- ( -�--1^^(^-- ------------r J_-�-1 ------,_____-_-- r --L-i ----^L ---_ _TJ__L-�_ _--- -- ------ 1 J__L -J--L 1 1 Fh rL_ T T -r------------------.-�- __ -r -I---------------T - ----- ----------I' T -J-------------------T- -r- -�--- � aEo Alq 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 i B.O.FOOTING 4l, C --- L-�----- -------- -------- 1 ---- 1 -J------------------- ---- -------L-----L-------I----------L-----I------------------I----- L_ ------_--------� _-�-J------------------1---- I ------J-------J-------1--------1------L-----------------1---J------I-------------- -_-- I -----.-1---J \5. ��;RE � J t ELEV.-3'-6" SP 0 FC , t . 0 t� `Z 1 FRONT ELEVATION ��oF NE`Ny A2.00 SCALE: 3/16" = 1'-0" E E issued date description 1 03/15/19 Issued for Construction 2 1 2 A5.01 A5.01 A5.00 - J T.O.ROOF TRUSS RIDGE - - - — -- - ELEV.+25'4" 7 LLJ 12 TS 2 12 �12 r -- - -- - - -- - IN, - - --------- - - - T.O.SECOND FLOOR TOP PLATE T9" 1 F 19 '� 1 61 B1 j B1 61 19 co 9 III 'Ci f B18 c title [,,;!, N I; � II 7 .I � 0 iii it N = U-16 — — — T.O.SECOND FLOOR SUBFLOOR B U I L D I N C ELEV.+9'7 /a 184 FRONT & REAR - 5 ELEVATIONS 777 - \ 3 62 C C B2 62 . 0 0 I C 62 C i - - 4 + --- drawn by: /LIE \ a tt -- - - _ T.O.FIRST FLOOR SLAB checked b -- CL i i i I I i -------J ELEV.O 0 Y i I I i I I i I i I I J I i I i i a - 1 1 --------------- ---------- I ---- �--t- ------------- J--- - -J--� --- ---------- --i- - -- --�- ----------- - J_ L - ------------- - _ L-------- J--L __L ---- T___ scale: 1 " s i I i I I i i I i I I I I i i i i i I J i J B.O.FOOTING v ---L---- L---------------------------------J ----J ---- ----------_1 _---L_________�______ L____J _-___________ L____J __ __ t ____ L__ __----- ---------___ ____----- L----J -- ---------- L---- J ---- L--------------------- ------------L-_--� ___� project number: 10002 o � ---�..____�______- ELEV.-3'-6" scaled inch Ix o o sheet number 0 2 REAR ELEVATION BUILDING C A2.00 SCALE: 3/16" = 1'-0" co o + + y H A2000 EXTERIOR MATERIAL LEGEND TAG DESCRIPTION COLOR SPECIFICATION 1D HARDIE PANEL VERTICAL SIDING TBD ' 77 2O 34"x 2Yz"HARDIE TRIM BATTEN BOARD TBD 0 7Y"HARDIE PLANK LAP SIDING TBD ® HARDIE PANEL TBD t�5 5/4 01/2" HARDIE CORNER TRIM BOARD TBD B E A T T Y H A R V EY C O C O © 514 x 3112" 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 A l ® 36"x 80"FIBERGLASS ENTRANCE DOOR TBD p 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. 19 ALUMINUM RAILING TBD M/E Engineering, P.E. BBB 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 1 A5.00 NOTES: structural engineer 1. PROVIDE ADD ALTERNATE FOR WINDOW AND DOOR BLACK FRAMES. TDM Consulting Engineering 2. PROVIDE ADD ALTERNATE FOR EVERLAST SIDING. 550 North County Road,Suite E T.O.ROOF TRUSS RIDGE Saint James, NY 11780 631.686.5234 - - ELEV.+25'-4" 7 12 - - 14 - TO RIDGE LEVATION 1 11TT _T_, _ ti key 6 17 - - -i' TRUE I NORTH "' T.O.SECOND FLOOR TOP PLATE ° 2 - - - - - -- - - - - ELEV.+17'-9" AD o _ 19 II - 13 A L�, Z N i i 0 0 4 6 - H p C,4 w � - - _ — _ T.O.SECOND FLOOR SUBFLOOR = 0 18 0 -- --- ELEV.+9'-7//" 5 project 3 VINEYARD VIEW 497 B C + LEE LL._ + County Road 48 - T.O.FIRST FLOOR SLAB Greenport, NY 11944 ELEV.0'-0" IV seal — _L L L 1 ----_1 _1 J__l 1 F_J- _t ih -- -----------_' _ i _----__-- - -- -_______-___ __i _ _� ------ L---- -- --� ,` ��5� ORE G ----------- ---- --___-- B 0 FOOTING ELEV.-3'-6" �P� O FO x O0 a z Q� 9T 044y0 1 LEFT SIDE ELEVATION FOF NE`N A2.01 SCALE: 3/16" = 1'-0" F issued date description 1 03/15/19 Issued for Construction 1 A5.00 7 T.O.ROOF TRUSS RIDGE — — -- - — _ ELEV.+25'4" 14 LU 2 11 1 1 TO RIDGE - 2 1 LEVATION 17 L - T- - 2 "' - - - - T.O.SECOND FLOOR TOP PLATE r I — ---= — — - — - - - ELEV.+17'-9" - 1 l D 19 1 co z B B 4 N title "- 0 6 0 _ a_ - I B ILDINGC N (D T.O.SECOND FLOOR SUBFLOOR U W — rt - _ LEFT & RIGHT SIDE = 0 ELEV.+9'-7 8 - ----- 18 _ Z ELEVATIONS D C B i 9 G v �' 4 G w --- drawn Y� a b T.O.FIRST FLOOR SLAB ' checked by: _ ELEV.0'-0" " ------ Zo scale: 3/16"= V-0" J — r�_—� —'—� r� -- I -------------------------------� r------------ ----------------------- r--------------------------- 1 1 _:_ Cl) ^ i r Ii B.O.FOOTING - ----! L _- I --------------------------- ----- I -----__ -------------------- -----------__--------------_----__ ______- ------------------------------- -- ---- project number: 10002 ELEV.4-6" scaled inch Q g sheet number 0 U O BUILDING C z7 K 2 RIGHT SIDE ELEVATION a A2.01 SCALE: 3/16"= 1'-0" CIO Lk 1� 3� 4+- E I f g I- o N O LIGHTING FIXTURE LEGEND Ji TYPE SYMBOL DESCRIPTION TYPE SYMBOL DESCRIPTION TYPE SYMBOL DESCRIPTION NOTES: ID A SURFACE MOUNTED LED E 0 SURFACE MOUNTED LED FE O SEMI-FLUSH MOUNT COMPACT FLUORESCENT 1. ALL CEILINGS BE MOUNTED TO THE UNDERSIDE OF THE STRUCTURE ABOVE UNLESS OTHERWISE NOTED. 2. ALL CEILINGS SHALL BE%"GWB UNLESS OTHERWISE NOTED. B SURFACE MOUNTED LED F1 < WALL MOUNTED LED 3 LAMP VANITY LIGHT I 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 FIXTURE. C 0 SURFACE MOUNT LED FB f SURFACE MOUNTED LED CFL CEILING FAN WITH LIGHT 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. NEW YORK I MARYLAND 1300 D 3 WALL MOUNTED EXTERIOR LANTERN FD [� SURFACE MOUNTED LED Walt itman oa ew ork, 747 �/� 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. B 150 North Chestnut Street Rochester, NY 14604 585.288.5590 structural engineer TDM Consulting Engineering 550 North County Road,Suite E Saint James, NY 11780 631.686.5234 key D TRUE NORTH + -- -- FD FD OB OB 0 B D D 0 B Oo O OE OE 7-$X ° FD 7� ° ABOVE SLAB ABOVE SLAB project OE F1 OC E OB QB 0B E OC F1 E VINEYARD VIEW OC 7'0" 4 Tr o"� O 0 C ABOVE SLAB B ABOVE SLAB x,7'-0" 7'-0" © T-0 OE ABOVE SLAB 0 B v ABOVE SLAB O D, ABOVE SLAB moi-- D OB B® County Road 48 c OE 4ABOVESLAB F1 E Greenport, NY 11944 OE O O O OE seal F1 OC OC g OC OE OC F1 RED ARC r-o° N5 BE /) 7'_0° OE © ABOV LASEABov LASE B ABO VE SLABLZ A OC 0 OC A E OC OC of OC //\\ i O F1 OC ®COC OC //\\ OC FBF NE�`l / \ � C F / V O OC \ / \ / \V OC OC F issued date description \ / \ / +IE OE OC OC /� 1 03/15/19 Issued for Construction q \ / \ \ UNIT NUMBER / UNIT NUMBER \ / UNIT NUMBER \ UNIT NUMBER // \ 101 / 102 X OC OC X 105 \ 106 / \ UNIT TYPE / UNIT TYPE UNIT TYPE \ UNIT TYPE / \ C2 / A3 / \ / \ A3 \ C2 / UNIT NUMBER UNITNUMBER 103 104 // \ X UNIT TYPE UNIT TYPE \/ / \ \ C / \ B5 A5 \ / 17 0C C O / \ /\ OC / �rABOVE SLAB \ O / \ B \\ OC // ABO VE SLAB \\\ B J F / OC \\ J / \ 0 / \ __ // OC \\ F + / D ; D1D JaD / \ + OC OC D OC OC title 13 13 BUILDING C FIRST FLOOR C1 rl REFLECTED CEILING PLAN drawn by: --- checked by: --- scale: 3/16"= 1'-0" v; m project number: 10002 U scaled inch Q o NOTES: sheet number 0 U 1. CEILING HEIGHT IS 8'-0"ABOVE SLAB UNLESS OTHERWISE NOTED. BUILDING C 2. COORDINATE LIGHTING FIXTURES WITH ELECTRICAL FLOOR PLAN. _ FIRST FLOOR REFLECTED CEILING PLAN 13. COORDINATE FIRE PROTECTION SPRINKLER HEADS WITH FIRE PROTECTION FLOOR PLAN. A3.01 SCALE: 3/16" = 1'-0" m H A3901 + + + y 0 N LIGHTING FIXTURE LEGEND TYPE SYMBOL DESCRIPTION TYPE SYMBOL DESCRIPTION TYPE S YMBOL DESCRIPTION NOTES: 3 A SURFACE MOUNTED LED E ® SURFACE MOUNTED LED FE O SEMI-FLUSH MOUNT COMPACT FLUORESCENT 1. ALL CEILINGS BE MOUNTED TO THE UNDERSIDE OF THE STRUCTURE ABOVE UNLESS OTHERWISE NOTED. 2. ALL CEILINGS SHALL BE e/"GWB UNLESS OTHERWISE NOTED. B T)T WALL MOUNTED LED 3 LAMP VANITY LIGHT I SURFACE MOUNT LED 3. PROVIDE SUBMITTAL TO THE RESPONSIBLE PARTY OF THE MANUFACTURER'S SURFACE MOUNTED LED F1 —7 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 FIXTURE. ARC H ITECTS , LLP C SURFACE MOUNT LED FB SURFACE MOUNTED LED CFL CEILING FAN WITH LIGHT 4. REFER TO MECHANICAL,FIRE PROTECTION&FIRE ALARM PLANS FOR COORDINATION LOCATION OF CEILING DEVICES. NEW YORK I MARYLAND 1300 Walt Whitman Road, New York, 11747 q' D 35 WALL MOUNTED EXTERIOR LANTERN FD SURFACE MOUNTED LED � 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 550 North County Road,Suite E Saint James, NY 11780 631.686.5234 key D D NORTH � � o O FF D D 0B 0B 0g 0 0 project F1 C E �B 0g 0g E OC F1 VINEYARD VIEW O O �ABOVOEB 0 B BOVEI SUBFLOOR 0 SUBFLOORIL 1_ _J D D JO B O U B ACCESS ACCESS 0B ,J B + County Road 48 0 PANEL ABo�E F� PANEL Greenport, NY 11944 OC OE O SUBFLOOR OCseal U- E REU AR F1 OC B OC O 7'_0 ABOVE ABOVE SUBFLOOR OC g A O SUBFLOOR C A 0 0 B C J B OE OC OC OE 0 B C 0 B �q�; 21 2 OC OC 2 ype� F1 ' I FDF NE`N j OC OC A issued date description UNIT NUMBER UNIT NUMBER OC OC UNIT NUMBER UNIT NUMBER 1 03/15/19 Issued for Construction 101 'h 107 0 B A g 110 106 UNIT TYPE UNIT TYPE C C 0 UNIT TYPE UNIT TYPE C2 A4 OC O O OC A4 C2 CFL CFL , ®g ©B UNIT NUMBER LNIT NUMBER 108 109 OC UNIT TYPE UNIT TYPE B6 A6 OC OE OE ,, 1T-7 718" ABOVE SLAB B 0 B ABO VE SLAB 4 0 F Ll -- 77 Fiii;� IFF OE OE title BUILDING C SECOND FLOOR REFLECTED CEILING PLAN drawn by: --- checked by: --- CL scale: 3/16"= V-0" J J project number: 10002 U N scaled inch U sheet number Q NOTES: 0 U 1. CEILING HEIGHT IS 8'-0"ABOVE SUBFLOOR UNLESS OTHERWISE NOTED. BUILDING C 2. COORDINATE LIGHTING FIXTURES WITH ELECTRICAL FLOOR PLAN. SECOND D FLOOR PLAN 3. COORDINATE FIRE PROTECTION SPRINKLER HEADS WITH FIRE PROTECTION FLOOR PLAN. } A3.02 SCALE: 3/16" = V-10" o �- �- �- }- + �}- + + u H A3002 CD F , I I O O N ti I 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 Qe A .a d e Vie' owner/developer d ° Conifer Realty . ° ° • a < de. ° 1000 University Avenue Suite 500 d ° ° • d d • Rochester, NY 14607 a G d 585.324-0500 °12'•9 " .e d 9e 5- - a 5--j3 4 12-11" d civil engineer 'd d _ LKMA 437&405 South Country Road Brookhaven, NY 11719 -N WATER SERVICE _N WATER SERVICE 631.286.8668 ROOM ROOM °O 1006 m.e.p. &f.p. 100A 15'-9%° 2'-1%" M/E Engineering, P.E. I B 150 North Chestnut Street B 1 4" 15'-11" - BEDROOM -- \ BEDROOM - + Rochester, NY 14604 44 C:) -�- 585.288.5590 -- BEDROOM o BEDROOM o _ CLOTHES - �a_LCLOTHES CLOSET , r—I t CLOSET `? 4 K1 � - 4 _ II structural engineer —tom K1 4 \ s 4 .. iii 'n TDM Consulting Engineering '� iii 'n i'�'F��' M ____=_ J i 8 � \ K2 —a 550 North County Road,Suite E u M K2 ---------- „ � ____ ,�� I I N �=I Saint James, NY 11780 LL-----______= — ^- - N M - - - - - - - - - E I I - - - - - - - - - -- 631.686.5234 ---------------J E - - -- - - - - - - Lir- O - 1 1 1 2'-3" 1'-10%' 2'7" 1'-10%„ 2'-3� A10.00 1 (( � » N 11 1 A10.00 11" [2'-7y4" (( )) I A10.00 i \ I --�--- 1 HALLWAY M --- HALLWAY co BULK `V ` ' - -------� 1 , BULK `� ------- I 1 BULK 1 BULK key ;�, STORAGE G `r BATHROOM 5B 1 C , STORAGE G I C STORAGE BATHROOM 5B STORAGE 11�> BATHROOM 56 1 BATHROOM 5B 1 1 r; 1 "TYPE"B"All 17.1-2009" N PLAN "TYPE"A"A117.1 2009" �� TYPE B All 17.1-2009 \ 1 TYPE A Al 17.1-2009' N F I I N 1 „ „ " F 4'-1 y2 8,�4, 1 5. 1 4.. N 4'_�, 1 F 8,5�„ 1 1 s „ 1 0 5 r 1 1 O , „ 1 8-4y8 - /' r> 5 14.. co 1 5'14.. 1' 1 g" 4'-0" , 5'1/ C - o I � I � L 1 1 2 0 .0.. - r2`-0"� 1 1 1 \ 1 LINEN I o CLOSET H L I LI EN I N CLOSET H �, 1 LINE I i LINEf� O �o t HCLOSET O °P t - _ - 0 za \ CL SET i N ; CLOS - - - CLOS�P - - - - - - - - -' - _-— - -�L--- H - -- -- =-L- CLOSET 1 1 2'-7%" J ° -- MECH. = N o - - �„ 1 - %' 2' 14" 4'0" CLOSET Al2.00 r ------------- N O r' ------ Al2.00 ------------ HALLWAY 2'-11/' I Al2.00 Al2.00 1 - co - HALLWAY 2'-11 � �---------- ---I�� I ----------', 1 ' I 1 �----------� I �,' I 1 1 1 1 TRUE o 17 1 I I r- r - I I _ project ter~-- i1 ii i i 1 J3 ' ' 1 �� KITCHEN-A 1 1 �� O KITCHEN-A 1 - ----- 1 ca 1 11 KITC EN-A 1 KITCHEN-A 1 1 _ 1 I L 1 f J2 1 L h o o , , 1 , 1 0 0 1 J2 -; 1 0 0 I J3 VINEYARD VIEW j` r ----r-----TI------� Cl) 0100 cLQ�ET l O O I I , " �, I 1 1 1' 11/ 1'-105/' I 8Y2" LIQ�ETI 1 i 7- ------ U C 11s I 1 A2T 2- 1 8% __ — - IL--- -- J I 3'-9/ 1 i1 1 21 �I�" i I i --� 114'-1�„ ii 1 1 3.94 ; D 1Yff 2 L-- - {J I I I I 1 � �I M I II I � �, County Road 48 1 - � 1 L 1 1 1 h a I 1 ------ ------lil-L-=- J I I --------------------�_____�1 I 1 Greenport, NY 11944 ---------- I h — 1 I --- ------ I 1 I 1 ---------- I 1 1 1 ----- ---- I seal 1 1; 1 1 �-------------------------- 1 1 1 1 1 /�`,�J 1 L---------- 11 ) 1 1 _ - - - � I I - - - - - - - - - -� I ------- --- J, 1 � 1 --- 1 14'o s � I I r J 1 1 ._ --------- I 1 ----------- 1 14'-2%,. 14'-3" � �, I �, 1 I ,,, i; o ------- 2 4 1 ----- I N 5 1 I \ N 1 ----- A9. 0 sim. ------ "' -- A9.00 i 1 ---- ----- I ' 1 � i -- ------ 1 A9.00 im. i ----- ---- � A9.00 im. �`' � ''°;f `r ` \\p'1 `+n f' ------------ o Tr. 1 ---- ----- I 1 ----- ---- I 1 ----- ---- 1 ---- ----- I I --- I I I I issued date description LIVING 1 1 LIVING LIVING -_ LIVING ----- - 1 ROOM 1 ----- ---- I 1 03/15/19 Issued for Construction ROOM 1 1 ROOM ROOM 1 I 1 1 ---- ----- 1 ----- ---- a 2 06/12/19 Project Bulletin #2 ----- ---- i \ i 3 06/24/19 Project Bulletin #4 o BULK 1 BULK G1 I 1 1 N 1 G1 STORAGE 1 1 STORAGE o I I \ I I I i 1 1 N 1 1 N 1 ° ♦ ° 9 e 91 sk e' 3' 104., P ° 14'- " .3" e 14'-0y8" d a °e. , 3'9%„ 8 a p > d ° ° ° • ° d' ° e ° d d °q d " ° ° e ' .' PD'° ° ° °° � ° de ed ° ° °e e � ° and d • e ITF d a '° • e e ad °e' 1 P de • d n e d0 b o ° e ° ° title ° BUILDING C A3, A4, A5 & A6 UNIT 105 UNIT NUMBER: 105 UNIT NUMBER: 110 UNIT NUMBER: 104 UNIT NUMBER: 109 D UNIT TYPE: A3-HVI UNIT TYPE: A4 UNIT TYPE: A5 UNIT TYPE: A6 - drawn by: --- BEDROOMS: 1 BEDROOMS: 1 BEDROOMS: 1 BEDROOMS: 1 GROSS AREA: 765 S.F. GROSS AREA: 867 S.F. GROSS AREA: 776 S.F. GROSS AREA: 876 S.F. NET AREA(HCR): 705 S.F. NET AREA(HCR): 807 S.F. NET AREA(HCR): 705 S.F. NET AREA(HCR): 805 S.F. checked by: --- scale: 114"= 1'-0" J J project number: 10002 1 UNIT A3-HVI - FIRST FLOOR PLAN 2 UNIT A4 - SECOND FLOOR PLAN 3 UNIT A5 - FIRST FLOOR PLAN 4 UNIT A6 - SECOND FLOOR PLAN scaled inch Q " - " A4.00 SCALE: 114" = 1'-0" A4.00 SCALE: 1/4" = 1'-0" A4.00 SCALE: 1/4" = 1'-0" sheet number��"�� 0 A4,00 SCALE: 114 - 1 -0 U a BUILDING C U aTi a NOTE: ALL GROUND FLOOR APARTMENT BATHROOMS SHALL m MEET THE CRITERIA OF A"TYPE A At 17.1-2009"BATHROOM. O + T 4T + + H A4 ,000 9 —, /\ I \ BEATTY HARVEY COCO ARCH I T E C T S , LLP NEW YORK j MARYLAND 1300 Walt Whitman Road, New York, 11747 -_ A p: (631)300-1010 e ° owner/developer P . Conifer Realty e 500 ° . oP 13'-6y4" 13'-64" 1000 University Rochester,NYt146077 o P 585.324-0500 °1 44" d°. e Y8" 9-10� s " civil engineer °.o LKMA 437&405 South Country Road Brookhaven, NY 11719 631.286.8668 co 60 m.e.p. &f.p. M/E Engineering, P.E. BEDROOM BEDROOM BEDROOM \ BEDROOM `D B 150 North Chestnut Street 0 0 0 o BEDROOM BEDROOM 1 " M + Rochester, NY 14604 2'-l)'4" 111-2" 585.288.5590 t II s 11 1 11 " 11 41.8 11 8163 " structural engineer 5-1/ 4 5/ 5-2 5 2/ 5-1/ / 5-2 5-2/ ;;; TDM Consulting Engineering —T O N 550 North County Road,Suite E - O OE K2 O O O O O Saint James, NY 1 1780 631.686.5234 -CL \ \ r----� 2'-7" 1'-10 811 r----Ct \ N CL I C CV CV CL CL f CV A CV T m r- N L--------------- --------J L----- - - -- MECH. ALLWAY M 6 51.14" z� HALLWAY E 6 1 I o .� \ CLOSET 1 I o •� 2,_711 5'-1141, key N A10.00 I I A10.00 A10.01 cn m L A10.01 cn _ - PLAN BULK I = N N BULK N I N "' � L HALLWAY HALLWAY STORAGE - G1 1 1 STORAGE G1 I 1 1 1 1'-8Y2" o - - 1 l' QY" 5'1 4" iv 4'5811 O 10'7411 =� c.i 4,5811 OF 10'7 411 1 I I o I O 1 '� BATHROOM-D `� BATHROOM D 1 BATHROOM 4B I oo I BATHROOM 4B I °° co I 1 11 O I I O 1 TYPE A A117.1-2009 I -- = J I "TYPE"B"A117.1-2009" I I 7-1/ ,� 6„ G1 319 411 I I T-1%4" OI N �\\1 I L BULK MECH. Mi s O -i I 1 ------- I v =N STORAGE 1 I ------- I 'u ---------- i 00 _ LINEN __ _ LINEN _ I 1 ---------- '�` ` CLOSET i O ~ l L CLOSET "i J I 1 ---------- _ � N L_-__----J MECH. O - - - - - - - - - _ - - O° ' - - - —_ - - - - - - - - - - - - - - - - - - - - - OIU ---------- 1 CLOSET 3'0" O O LO ----- r 7 13'-0" r n ----- TRUE o ----- ---- 5 ----- I ----- C ----- 5 1 --I-------- I I T'1/a 2'7" 1'-11" 4 I Al2.00 = COAT ' ----- __ I Al2.00 Al2.01 1 =_ _=11 " I I 1 ---------- 1 project ------ -- COAT -CST- -----r- -, 1 I ---------lll I BEDROOM d� I ---------- 1 A900 I I ;I I VINEYARD VIEW 1 �r COAT 1 I KITCHEN-B I I 1 I - -- 1 ---n- \ 1 KITCHEN-B 1 - 1 a i l —CLOSET J1 I 8 N OI O KITHEM C D I�f N I i O I ___—_r_y__—_T_____, 1 (M }-__----_ _ I D 4 I ----- I I L--fJ N /4\ 1 1 1 A2 I 1 I I O O j I ---- -- I N O ---------- County Road 48 1 ---- I I ------- ----- I ---------- o Greenport, NY 11944 __*__= a ----------- Cl)•I I I I I ---- ----- 1 I I --r--- --- =T--- seal n ------ i I-----__---- ---- ----- C-1-t�-1i - - - - - - I I v � - - - - - - - - - - - - - ---------- ---3'- -- 16'-8 -- ---- 16'-8y8" t 1 " l " 411 1 " I C14 r5 C14 1 ---- ----- A9.00 1 ---- - \ VC ---- ----- LIVING \ / issued date description 1 LIVING 1 - I LIVING ROOM 15'-64" 2'-14"I'll I OPEN TO ROOM _____ ROOM BELOW / 1 03/15/19 Issued for Construction 2 06/24/19 Project Bulletin #4 ---- ----- 1 I co �I / \ 1 I BULK G1 1 N / \ STORAGE / \ 1 I 1 I ) 04 L---j / \ title BUILDING C UNIT PLANS B5, B6 & C2 UNIT NUMBER: 103 UNIT NUMBER: 108 UNIT NUMBER: 101 UNIT NUMBER: 106 UNIT TYPE: B5 UNIT TYPE: B6 UNIT TYPE: C2 UNIT TYPE: C2 BEDROOMS: 2 BEDROOMS: 2 BEDROOMS: 3 BEDROOMS: 3 + drawn by: -- GROSS AREA: 923 S.F. GROSS AREA: 998 S.F. GROSS AREA: 1318 S.F. GROSS AREA: 1318 S.F. NET AREA(HCR): 863 S.F. NET AREA(HCR): 938 S.F. NET AREA(HCR): 1259 S.F. NET AREA(HCR): 1259 S.F. checked by: --- OPPOSITE HAND scale: 1/4"= V-0" J project number: 10002 1 UNIT B5 - FIRST FLOOR PLAN 2 UNIT B6 - SECOND FLOOR PLAN 3 UNIT C2 ; FIRST FLOOR PLAN 4 UNIT C2 SECOND FLOOR PLAN scaled inch �-oSCALE: 1/4 - 1 -0 A4.01 SCALE: 1/4" - 1 -0 Q M.01 SCALE: 114" = 1'-0" A4.01 SCALE: 1/4" = 1'-0" sheet number 0 0 0 BUILDING C a NOTE: a " ALL GROUND FLOOR APARTMENT BATHROOMS SHALL m MEET THE CRITERIA OF A"TYPE A A117.1 2009"BATHROOM. 4 i + + " ---z 8 9 H • Q r-- v 0 NStN 7� ''4#7f'. i BEATTY HARVEY COCO A R C H I T E C T S , L L P NEW YORK j MARYLAND 1300 Walt Whitman Road, New York, 11747 I A p: (631)300-1010 -- �- owner/developer d Conifer Realty 1000 University Avenue Suite 500 Rochester,NY 14607 °° d " 585.324-0500 °d -12'-11" ° s d° -1 a civil engineer d ° ° ` d LKMA 437 &405 South Country Road Brookhaven, NY 11719 WATER SERVICE 631.286.8668 N ROOM 100A m.e.p. &f.p. 81_ 15' 11M/E Engineering, P.E. " 2-13 " B 150 North Chestnut Street Rochester, NY 14604 o BEDROOM -- o BEDROOM y 585.288.5590 CLOTHE SI structural engineer TDM Consulting Engineering � II I O M J ii 550 North County Road,Suite E `D ==Z; Saint James, NY 11780 - - — — — — — — — '--- O N -"` L — — --� O IL______--__ 631.686.5234 1 6 � A10.01 I , 0I N BULK L- �' N BULK N BATHROOM-5B I G1 STORAGE U', I BATHROOM 4A I G1 STORAGE o key N+ SIM. I "TYPE"A"All 17.1-2009" I `r PLAN 4'-6y4" C-„ 5'-13/4" \ ; 4" F 41-6y411 N 5'-1%„ �' I �- -------- --- C a N + I "' O_ O =_GL0SE -..... - N _ MECH. O O L- -- I 1 ^ q -LINEN I to CLOSET �, � I CLOSETS O _ _ --- LLWAY I ' � HALLWAY a� 1 _ N — 2 7/ I---------------, r 2 1 rl Al2.00 r-------------- 5 r------------- I �j TRUE Al2.01 I rt ----------- IL — — r----------J TH—I ' rI N I -— I I project 4 LArJ3 `O 0 KITCHENA I I 1 I 00 ; ; I Cp�T ; S VINEYARD VIEW CLET, -I I I M I LV-10%,, 1'11%.. I 1 -' P O O I I I i KITCHEN-A-ANSI n —I— I I 0 I I I D L I I T-9%" I I 14'2%° I 1'-B%" 2�i�° County Road 48 --� 1 ----- ---- I 1 ==1==�----i------ - ----- i I -- Greenport, NY 11944 I ----------, seal ---------------------�_====�1 ----- ---- �� ------- -----------J,---------N ==-4J I ----- ---- I I I � � AS ---------- C — — — — — — — — — ---0 ----- ---- � I ------ I , �c N 14'-3" ` ---- — t1� — — — — — — — — — —� C)------- ----- - `e 1 +�. ----- ---- �� 1_ 2, z ' ------------ issued date description LIVING I ---- I LIVING ROOM _ ROOM I ; 1 03/15/19 Issued for Construction ------- ---- I 2� 2 06/12/19 Project Bulletin #2 \ - I I - CV -- 1 G1 BULK I STORAGE o I 1N I 1 4 1 14'. 210 � . a d a d ° d m° a 14 A d ° d .d ° ° title BUILDING C n d d° ° UNIT PLANS d ° ° A3-ANSI & A4 UNIT 102 UNIT NUMBER: 107 UNIT NUMBER: 102 UNIT TYPE: A4 UNIT TYPE: A3-ANSI BEDROOMS: 1 BEDROOMS: 1 + drawn by: --- GROSS AREA: 867 S.F. GROSS AREA: 765 S.F. NET AREA(HCR): 807 S.F. NET AREA(HCR): 705 S.F. checked by: --- J scale: 114"= V-0" U 2 UNIT A4 - SECOND FLOOR PLAN 1 UNIT A3-ANSI - FIRST FLOOR PLAN project number: 10002 scaled inch 0 �.OSCALE: 1/4" = 1'-0" A4.02 SCALE: 1/4" = 1'4" sheet number 0 U p BUILDING C NOTE: m ALL GROUND FLOOR APARTMENT BATHROOMS SHALL p + + + + -}- m + MEET THE CRITERIA OF A"TYPE A A117.1-2009"BATHROOM. H -� 8 9 A4602 4 o z FLOOR& ROOF ASSEMBLY LEGEND M O FLOOR/CEILING ASSEMBLY: ROOF/CEILING ASSEMBLY: FLOOR/CEILING ASSEMBLY DRAFTSTOPPING: 1-HR RATED U.L.DES.L521 1-HR RATED U.L.DES.P522 ROOFING SYSTEM 1-HR RATED U.L.DES.L521 SYSTEM NO.8 SYSTEM NO.8 SYSTEM NO.8 ' 30 YEAR AR;,HITECTURAL STC RATING: 50(45 FIELD TESTED) ASPHALT ROOF SHINGLES Qt ' IIC RATING: 50(45 FIELD TESTED) OVER 15LB 31JILDING FELT SPECIFIED FLOORING,SEE WITH ICE&NATER SHIELD SPRAY FOAM BOARD IN FINISH PLANS s AT ALL EAVES&VALLEYS PLACE ONE SIDE; Y4„DRAFTSTOPPING; 3/4”THICK'LEVELROCK' OVER 3/"E)TERIOR GRADE PROVIDE 1"WIDE BEAD STAGGER JOINTS FLOOR UNDERLAYMENT _ _. PLYWOOD SHEATHING. OF INSULATION BY'DOW %"PARTICLEBOARD B E A T T Y HARVEY COC O BUILDING SOULUTIONS' AT DRAFTSTOPPING A R C H I T E C T S , L L P 41111 1 3/4"ADVANTECH OR EQUAL I PITCHED WOOD ROOF TRUSS OR APPROVED EQUAL JOINTS NEW YORK MARYLAND SUBFLOOR PER STRUCTURAL PLANS - - - 1300 Walt Whitman Road, New York, 11747 18"DEEP PARALLEL CHORD i 1 A p: (631)300-1010 WOOD TRUSSES PER FIBERGLASS INSULATION(R38) owner/developer STRUCTURAL DWGS. BETWEEN TRUSSES RC-1 RESILIENT CHANNEL ` Conifer Realty �—FIBERGLASS INSULATION(R19) AT 12"O.C. 1000 University Avenue Suite 500 BETWEEN TRUSSES (1)LAYER 516"TYPE'C'G.W.B. 1/2"RC-1 RESILIENT Rochester,585.324-0500 RC-1 RESILIENT CHANNEL CHANNEL AT 12"O.C. CAULK T ALL AT 12"O.C. AND FINISHED JOINTS;SEE (1)LAYER 518"TYPE'X' PERIMETERS WITH SPECIFICATIONS FLEXIBLE ACOUSTICAL (1)LAYER 518"TYPE'C'G.W.B. G.W.B. CAULKING(TYP.) civil engineer AND FINISHED JOINTS;SEE LKMA SPECIFICATIONS REFER TO PLANS AND 437 &405 WALL TYPE LEGEND South Country Road Brookhaven, NY 11719 631.286.8668 ATTIC DRAFTSTOPPING.SEE ATTIC DRAFTSTOPPING.SEE m.e.p. &f.p. FLOOR&ROOF ASSEMBLY FLOOR&ROOF ASSEMBLY M/E Engineering, P.E. B� LEGEND FOR DETAIL LEGEND FOR DETAIL B 150 North Chestnut Street Rochester, NY 14604 UNIT TYPE: A4 UNIT TYPE: 86 UNIT TYPE: A6 UNIT TYPE: A4 585.288.5590 2 2 BEDROOMS: 1 1 BEDROOMS: 2 2 BEDROOMS: 1 BEDROOMS: 1 2 OPP.HAND A6.02 A5.00 GROSS AREA: 867 S.F. A5.01 GROSS AREA: 998 S.F. A5.01 GROSS AREA: 876 S.F. GROSS AREA: 867 S.F. A6.02 structural engineer NET AREA(HCR): 807 S.F. NET AREA(HCR): 938 S.F. NET AREA(HCR): 805 S.F. NET AREA(HCR): 807 S.F. — — — ^ TDM Consulting Engineering SIM. SIM. r 550 North County Road,Suite E Saint James, NY 11780 li J _ I T.O.ROOF TRUSS RIDGE 631.686.5234 1 I I ELEV.+25'4" I 12 12 12 12 key TRUE NORTH C I — ° — ( T.O.SECOND FLOOR TOP PLATE ° -I- I I ELEV.+17'9" -+ 71 I I 1 1 Mo G a �o nor Mo " Mo �o oO' o� �� o II I�Ih II , II IIID II 11 I � I �-II�� II II� � , II �IIII II � II = I = ,� I I -� BEDROOM STAIRS KITCHEN HALLWAY HALLWAY KITCH KITCHEN HALLWAY HALLWAY KITCHEN STAIRS BEDROOM Do u a u �__� LJ I� qfl\, 00H1 H11 bo u� 11H Lel ; I 1/ 0 - -- - - ' _ OR SUBFLOORA 1, - I r 1 _ project UNIT TYPE: C2 1 � 0 0 • I I _ �0 ❑� �� I = a BEDROOMS: 3 II Iln I II- nn COAT COAT II I ! ` II II lln nn 11 II I - nII II II11 I BEDROOMS: 3UNIT TYPE: 2 VINEYARD VIEW COAT COAT , GROSS AREA: 1318 S.F. KITCHEN HALLWAY KITCHEN HALLWAY CLOSET CLOSET HALLWAY KITCH KITCHEN HALLWAY 'LOSET3CLOSET HALLWAY KITCHEN HALLWAY KITCHEN u, �1 ISI u �I u LUl I� �u uL� GROSS AREA: 1318 S.F. �—� I -- NET AREA(HCR): 1259 S.F. I --- � 2+- �+- 7 7- FLOOR & ROOF ASSEMBLY LEGEND FLOOR/CEILING ASSEMBLY: ROOF/CEILING ASSEMBLY: FLOOR/CEILING ASSEMBLY DRAFTSTOPPING: 1-HR RATED U.L.DES.L521 1-HR RATED U.L.DES.P522 ROOFING SYS-EM 1-HR RATED U.L.DES.L521 SYSTEM N0.8 SYSTEM N0.830 YEAR ARCHITECTURAL SYSTEM N0.8 . STC RATING: 50(45 FIELD TESTED) ASPHALT ROO:SHINGLES 11CRATING: 50(45 FIELD TESTED) OVER 15LB BULDING FELT SPECIFIED FLOORING,SEE WITH ICE.&WATER SHIELD SPRAY FOAM BOARD IN FINISH PLANS AT ALL EAVES&VALLEYS PLACE ONE SIDE; I a4"DRAFTSTOPPING; 314"THICK'LEVELROCK' OVER s 4"EXTERIOR GRADE PROVIDE V WIDE BEAD STAGGER JOINTS BEATTY HARVEY COCO FLOOR UNDERLAYMENT PLYWOOD SHEATHING. OF INSULATION BY'DOW 4"PARTICLEBOARD A R C H I T E C T S , L L P 314"ADVANTECH OR EQUAL PITCHED WOOD ROOF TRUSS BUILDING SOULUTIONS' AT DRAFTSTOPPING NEW YORK I MARYLAND �- PER STRUCTURAL PLANS OR APPROVED EQUAL JOINTS SUBFLOOR 1300 Walt Whitman Road, New York, 11747 -- - 18"DEEP PARALLEL CHORD ' � � p: (631) 300-1010 FIBERGLASS IPISULATION(R38) owner/developer WOOD TRUSSES PER STRUCTURAL DWGS. BETWEEN TRUSSES �—FIBERGLASS INSULATION(R19) RC-1 RESILIENT CHANNEL _ _ _ 1000 Conifer rSRuieteC500 BETWEEN TRUSSES AT 12"O.C. (1)LAYER 5/8"TYPE'C'G.W.B. 1/2"RC-1 RESILIENT CAULK AT ALL Rochester, NY -0507 RC-1 RESILIENT CHANNEL CHANNEL AT 12"O.C. PERIMETERS WITH 585.324-0500 AT 12"O.C. AND IFICA IO1,1S TS;SEE (1)LAYER 5/8"TYPE'X' SPECIFICATIOIJS FLEXIBLE ACOUSTICAL (1)LAYER 518"TYPE'C'G.W.B. G.W.B. CAULKING(TYP.) civil engineer AND FINISHED JOINTS;SEE REFER TO PLANS AND LKMA SPECIFICATIONS 437 &405 WALL TYPE LEGEND 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 2 1 1 A6.01 A5.00 A6.01 structural engineer -- — — — — — — — — — — - I- - - - - - �� r � TDM Consulting Engineering 1 550 North County Road,Suite E L 1 T.O.ROOF TRUSS RIDGE Saint James, NY 11780 1 - .5234 -- - TS 33/4 I ELEV.+25'-4" -�-" s TO RIDGE - - n TO RIDGE T 1 LEVATION EVAT14 1 1 - - I key 1 1 - TRUE / —r— — I NORTH G + i T.O.SECOND FLOOR TOP PLATE 1 I I ELEV.+17'-9" 1 I moi �FE31 WFE J-1 1 I - - LIVING �' II II 1 1 \ O ROOM mm.® KITCHEN HALLWAYY BEDROOM 00 LuJ 1 N T.O.SECOND FLOOR SUBFLOOR ELEV.+9'-7 8„ o 1 1 project VINEYARD VIEW I I LIVING �IIP� 11 FFIM ROOM m®.�®®m KITCHEN ' HALLWAY BEDROOMPIT— D 1 I .� rte', D I� 1 I 0 � II 00 1 1 I County Road 48 1 I Q 1 1 : T.O.FIRST FLOOR SLAB ELEv.a'-o" Greenport, NY 11944 , F, sea_ _ f ,. vcY,IYS';. ...ro.i J;7} i1,r., ,....... ..'�"(). .>`,:...v. _M*�•' ",;.. }`Y^' ^�Vi9. 'ay. — — —1 CO ---i----] -- _ B.O.FOOTING ELEV.-3'-6" �v�O G, C,o C' J l 1 -- — — — — — — — — — — — O21422 p� 1 BUILDING C - BUILDING SECTION F0F NE�� A5.01 SCALE: 3/16"= 1'-0" issued date description 1 03/15/19 Issued for Construction 1 1 A5.00 A6.02 -- i - - - - - - - - - If -► 1 1 T.O.ROOF TRUSS RIDGE % II _ _ _ _ ELEV.+25'-4" TO RIDGE r ELEVATION 1 --- - n P� r, _ _ t T.O.SECOND FLOOR TOP PLATE 1 ELEV.+17'-9" _I F p❑� I 1 LIVING 1 1 ROOM KITCHEN BATHROOOOOM BEDROOM Lco title u., 1 1 N_7100, =r,N 3 12 It�.11 1 I 1 T.O.SECOND FLOOR SUBFLOOR BUILDING C ELEV.+9'-7%" B U I L D I N G SECTIONS LIVING sr=�r,,'' FF 11 1 1 ROOM--=A;% KITCHEN BATHROOM BEDROOM IL-JI l- G — �o I 1 + drawn by: --- u T.O.FIRST FLOOR SLAB T y i ELEV.0'0" checked by: --- L-------- p ---------� I �� \�� _ � M scale: 3/16"= 1'-0" ------ . .r. I ,.. B.O.FOOTING - project number: 10002 ELEV.-3'-6" ascaled inch o sheet number u O U BUILDING C 2 BUILDING C - BUILDING SECTION A5.01 SCALE: 3/16" = 1'-0" en I- + + + +5 + +7 + 4 A50 o T.O.ROOF TRUSS RIDGE — + _ 3 4 + 6 T.O.ROOF TRUSS RIDGE v ELEV.+25-4 I I I I I I I I I I I I I ELEV.+254 I II II II II II II II II II II it II I M I II I I II I II II I I I ' � I II II II II II II II II II II II II II I I I II II II II II II II II II II II II I I I II II II II II II II II II II II II I 34"x 7 PVC RAKE BOARD 34"x 7 Y4"PVC RAKE BOARD VINYL SOFFIT PANEL i i VINYL SOFFIT PANEL ROOF CONSTRUCTION ROOF CONSTRUCTION 30 YEAR ARCHITECTURAL ASPHALT ROOF I I 30 YEAR ARCHITECTURAL ASPHALT ROOF SHINGLES OVER 15LB BUILDING FELT WITH i i SHINGLES OVER 15LB BUILDING FELT WITH B E A T T Y HARVEY COC O ICE&WATER SHIELD AT ALL EAVES& i i ICE&WATER SHIELD AT ALL EAVES& A R C H I T E C T S , L L P VALLEYS OVER 34"EXTERIOR GRADE i i VALLEYS OVER 34"EXTERIOR GRADE NEW YORK I MARYLAND PLYWOOD SHEATHING. i i PLYWOOD SHEATHING. 1300 Walt Whitman Road, New York, 11747 A I ENGINEERED WOOD ROOF TRUSS i^ \ I ENGINEERED WOOD ROOF TRUSS I A p: (631)300-1010 r- r owner/developer CONTINUOUS R-38 BATT INSULATION, i I CONTINUOUS R-38 BATT INSULATION, ~ TYPICAL FOR ALL ATTIC SPACES. i i TYPICAL FOR ALL ATTIC SPACES. Conifer Realty i 1000 University Avenue Suite 500 2x4 CROSSBAR&POST. i I 2x4 CROSSBAR&POST. Rochester,NY 14607 585.324-0500 AIR SEAL ALL PERIMETERS WITH FLEXIBLE i i AIR SEAL ALL PERIMETERS WITH FLEXIBLE ACOUSTICAL SEALANT,TYPICAL,WITH i i ACOUSTICAL SEALANT,TYPICAL,WITH JOINT TAPE. I I JOINT TAPE. civil engineer KA CONTINUOUS DOUBLE 2x6 TOP PLATE. i i CONTINUOUS DOUBLE 2x6 TOP PLATE. 437 &405 HEADER WITH RIGID INSULATION PER i i HEADER WITH RIGID INSULATION PER South CounORoad SCHEDULE i SCHEDULE Brookhaven, 0 11719 631.2EI6.8668 CONTINUOUS ALUMINUM CONCEALED COUNTER FLASHING,TYPICAL. CONTINUOUS ALUMINUM CONCEALED m.e.p. &f.p. FLASHING,TYPICAL. 5/4 x 3%"HARDIE TRIM BOARDi I M/E Engineering, P.E B 5/4 x 3/ HARDIE TRIM BOARD H 150 North Chestnut Street T.O.SECOND FLOOR TOP PLATE I I T.O.SECOND FLOOR TOP PLATE ,` Rochester, NY 14604 ELEV. +17'-9" --------------------- -- --------------------------------------------------------- ELEV.+17'-9" ---------------------- structural engineer .032"20GA.ALUMINUM CONTINUOUS TDM Consulting Engineering BREAK METAL DRIP EDGE WITH KYNAR 500 550 North County Road,Suite E FINISH,MINIMUM 4"UP SIDING. 032"20GA.ALUMINUM CONTINUOUS Saint James, NY 111780 BREAK METAL DRIP EDGE WITH KYNAR 500 631.686.5234 VINYL WINDOW WITH INSULATED LOW-E FINISH,MINIMUM 4"UP SIDING. GLASS.REFER TO ELEVATIONS. VINYL WINDOW WITH INSULATED LOW-E GLASS.REFER TO ELEVATIONS. key N 2ND FLR EXTERIOR WALL CONSTRUCTION 2ND FLR EXTERIOR WALL CONSTRUCTION PLAN HARDIE-54"x 1%"TRIM BATTENS OVER Y2" HARDIE-4"x 14"TRIM BATTENS OVER/" C PANELS(COORDINATE PANEL JOINTS WITH PANELS(COORDINATE PANEL JOINTS WITH C TRIM BATTENS)OVER CONTINUOUS AIR& TRIM BATTENS)OVER CONTINUOUS AIR& WATER RESISTIVE BARRIER OVER%" E> WATERRIER OVERY2" EXTERIOR OR GRADE PRESISTIVE LYWOOD SH THING - O EXTERIOR GRADE PLYWOOD SHEATHING BEDROOM bo FASTENED TO 2x6 WOOD STUDS WITH R-21 O° FASTENED TO 2x6 WOOD STUDS WITH R-21 BATT INSULATION OVER CONTINUOUS BATT INSULATION OVER CONTINUOUS VAPOR BARRIER AND%"GYPSUM VAPOR BARRIER AND 8"GYPSUM � 0 WALLBOARD ON INTERIOR SIDE. WALLBOARD ON INTERIOR SIDE. a LO N CONTINUOUS ALUMINUM FLASHING, CONTINUOUS 2x6 BOTTOM PLATE N N TYPICAL. %"PLYWOOD SUBFLOOR roue o 2x8 LEDGER BOARD FASTENED TO WALL project STUDS. CONTINUOUS ALUMINUM CONCEALED ROOF CONSTRUCTION FLASHING,TYPICAL. VINEYARD VIEW 30 YEAR ARCHITECTURAL ASPHALT ROOF %6"HARDIE PANEL OVER 514 x 3Y2"HARDIE SHINGLES OVER 15LB BUILDING FELT WITH 12 - FLOOR ASSEMBLY: TRIM BOARD ICE&WATER SHIELD AT ALL EAVES& 3r-- (1 HR)RATED UL DES.L521: 18"RIM JOIST D +' VALLEYS OVER 34"EXTERIOR GRADE SEE FLOOR ASSEMBLY DETAIL County 48 PLYWOOD SHEATHING. SHOWN ON SHEET A5.00 18"ENGINEERED WOOD FLOOR TRUSS y Greenport, NY 11944 T.O.SECOND FLOOR SUBFLOOR _ - T.O.SECOND FLOOR SUBFLOOR 0 V - ELEV.+g'-7 8" seal ELEV.+9'-7/" ACOUSTICAL FLEXIBLE SEALANT,TYPICAL,WITH JOINT TAPE. fgs C) 1ST FLR EXTERIOR WALL CONSTRUCTION Q O * `� ✓�1� HARDIEPLANK LAP SIDING OVER ' CONTINUOUS ALUMINUM GUTTER& CONTINUOUS AIR&WATER RESISTIVE GUTTER CLEAT. BARRIER OVER%"EXTERIOR GRADE S �1 X22 -L� 34"x 7%"PVC FACIA BOARD PLYWOOD SHEATHING FASTENED TO 2x6 qTE O WOOD STUDS WITH R-21 BATT INSULATION OVER CONTINUOUS VAPOR BARRIER AND TRIPLE 2"SOLID VINYL SOFFIT PANEL e"GYPSUM WALLBOARD ON INTERIOR issued date description SIDE. 1ST FLR EXTERIOR WALL CONSTRUCTION - HARDIEPLANK LAP SIDING OVER CONTINUOUS DOUBLE 2x6 TOP PLATE. 1 03/15/19 Issued for Constructon CONTINUOUS AIR&WATER RESISTIVE aL 2 01 107119 Project Bulletin No.4 BARRIER OVER)/2"EXTERIOR GRADE CONTINUOUS ALUMINUM CONCEALED PLYWOOD SHEATHING FASTENED TO 2x6 FLASHING,TYPICAL. WOOD STUDS WITH R-21 BATT INSULATION OVER CONTINUOUS VAPOR BARRIER AND 5/4 x 3 2"HARDIE TRIM BOARD N�o54"GYPSUM WALLBOARD ON INTERIOR .032"20GA.ALUMINUM CONTINUOUS SIDE. BREAK METAL DRIP EDGE WITH KYNAR 500 .032"20GA.ALUMINUN CONTINUOUS LIVING o FINISH,MINIMUM 4"UP SIDING. BREAK METAL DRIP EDGE WITH KYNAR 500 ROOM BEDROOM o � HEADER WITH RIGID INSULATION PER FINISH,MINIMUM 4"UP SIDING. °O SCHEDULE 5/4 x 3%"HARDIE TRIM BOARD i VINYL WINDOW WITH INSULATED LOW-E GLASS.REFER TO ELEVATIONS. HEADER WITH RIGID INSULATION PER F SCHEDULE 4"DIAMETER ANCHOR BOLT. INSULATED ENTRY DOOR. 6"x 6"CLASSIC VERSAWRAP COLUMN CONTINUOUS 2x6 PRESERVATIVE-TREATED COVER WOOD SILL PLATE WITH SILL SEAL FOAM 7 77 GASKET&SEALANT BETWEEN SILL PLATE title AND SLAB AT INTERIOR EDGE 4"POURED CONCRETE SLAB ON GRADE 4"POURED CONCRETE SLAB ON GRADE REINFORCED WITH WW.MESH WITH REINFORCED WITH W.W.MESH WITH HAUNCHED PERIMETER OVER 6"LAYER OF HAUNCHED PERIMETER OVER 6"LAYER OF WALL RCA AGGREGATE SIZE 1"TO 1 Y2". RCA AGGREGATE SIZE 1"T01%". SECTIONS T.O.FIRST FLOOR SLAB _ T.O.FIRST FLOOR SLAB ELEV.0'-0" e-- , ,-" •— ;---•. a .—x. =.. -_.-r�_ —. ,—.- --: —KD ° ,1 a ELEV.0'-0" —a rr TI POURED CONCRETE SLAB ON GRADE, COLUMN PIER AND FOOTING,BEYOND. 4 �io Tj� � \ \\ ,i : 6 MIL.CLASS"A"VAPOR BARRIER UNDER C drawn by: --- P \\/\\ \ " CONT.2"(R-10)RIGID INS I�L j�/%/j /� �/ �i: SLAB,TYPICAL. / / ONT.2 R-10 RIGID INSULATION \ \ \ • . a _ I ( ) NAILED TO INSIDE OF FORM % . --- r -------------- ----- /\\/\\/\\/\\/\\/ / NAILED TO INSIDE OF FORMWORK TO /\// /\// /\ °I checked by: I I 'I�• \//\//\//\//\//\ �/ REMAIN IN PLACE. PROVIDE 2 ��\/ \\/ /\\/ 2 RIGID INSULATION(R-10)AT BUILDING ZD REMAIN IN PLACE. PROVIDE 2"MIN.LAP ( TO FOUNDATION INSULATION. // PERIMETER,UNDER SLAB&ALONG M // // // // // / ` \ \ \ \\ \\ scale: 3/4"= 1'-0" n a \/\/\/\/\/\ TO FOUNDATION INSULATION. / FOUNDATION WALL FACE TO 24"BELOW -----I________�____-- ADJACENT GRADEproject number: 10002 REINFORCED POURED CONCRETE STEM scaled inch Q i ac`r_ WALL AND SPREAD FOOTING.REFER TO o - �� STRUCTURAL DRAWINGS. sheet number . 2 WALL SECTION 1 WALL SECTION U B.O.FOOTING I a o B.O.FOOTING BUILDING C --- --- — j\\j\\/\\/\\/\\/\\/\\/\\/\\/\\/\\j A6.00 A6.00 ELEV._ - ELEV.-3'-6" //\//\//\//\//\//\//\//\//\/jam / -3'-6" UNDISTURBED NATURAL SOILS OR } ENGINEERED FILL. m H �1 H A6 * 00 � T - 9 MT_0.ROOF TRUSS RIDGE + 3 4 + 6 T.O.ROOF TRUSS RIDGE ,` { ELEV/.+25'4" — — — — — — — ELEV.+25'4" o c ROOF CONSTRUCTION ,®r)30 YEAR ARCHITECTURAL ASPHALT ROOF T" SHINGLES OVER 15LB BUILDING FELT WITH ICE&WATER SHIELD AT ALL EAVES& ; VALLEYS OVER 34"EXTERIOR GRADE PLYWOOD SHEATHING. I I ' ENGINEERED WOOD ROOF TRUSS BEATTY HARVEY COCO WIND BAFFLE IN EACH BAY EXTENDING A R C H I T E C T S , L L P ROOF CONSTRUCTION FULL HEIGHT OF INSULATION NEW YORK I MARYLAND 30 YEAR ARCHITECTURAL ASPHALT ROOF CONTINUOUS R-38 BATT INSULATION, 1300 Walt Whitman Road, New or 11747 A I_ SHINGLES OVER 15LB BUILDING FELT WITH TYPICAL FOR ALL ATTIC SPACES. I A p: (631)300-1010 ICE&WATER SHIELD AT ALL EAVES& ; VALLEYS OVER 34"EXTERIOR GRADE AIR SEAL ALL PERIMETERS WITH FLEXIBLE owner/developer PLYWOOD SHEATHING. ACOUSTICAL SEALANT,TYPICAL,WITH Conifer Realty JOINTTAPE. 1000 University Avenue Suite 500 WIND BAFFLE IN EACH BAY EXTENDING Rochester, NY 14607 FULL HEIGHT OF INSULATION CONTINUOUS DOUBLE 2x6 TOP PLATE. 585.324-0500 ENGINEERED WOOD ROOF TRUSS VENTED VINYL SOFFIT PANEL civil engineer CONTINUOUS R 38 BATT INSULATION, CONTINUOUS ALUMINUM GUTTER& LKMA TYPICAL FOR ALL ATTIC SPACES. TGUTTER CLEAT 437 &405 South Country Road cn %"x 714"PVC FACIA BOARD HEADER WITH RIGID INSULATION PER � � \ SCHEDULE Brookhaven, NY 11719 VENTED VINYL SOFFIT PANEL 631.286.8668 --___--- ` CONTINUOUS ALUMINUM CONCEALED m.e.p. &f.p. CONTINUOUS ALUMINUM GUTTER& I I I FLASHING,TYPICAL. ` 514 x 3Y2"HARDIE TRIM BOARD ,R M15E0 Engineering, t Street r P.E. GUTTER CLEAT. -�= B 0T O SECOND FLOOR TOP PLATE — — — — — - -- - - - I L _ _ _ _ T.O.SECOND FLOOR TOP PLATE Rochester,NY 14604 ELEV.+17'-9" AIR SEAL ALL PERIMETERS WITH FLEXIBLE ELEV.+17'-9" 585.288.5590 ACOUSTICAL SEALANT,TYPICAL,WITH JOINT TAPE. VINYL SLIDING PATIO DOOR WITH structural engineer INSULATED LOW-E GLASS.REFER TO CONTINUOUS DOUBLE 2x6 TOP PLATE. - ELEVATIONS. TDM Consulting Engineering 550 North County Road,Suite E Saint James, NY 11780 HEADER WITH RIGID INSULATION PER 631.686.5234 SCHEDULE CONTINUOUS ALUMINUM CONCEALED FLASHING,TYPICAL. 514 x 3y"HARDIE TRIM BOARD key N .032"20GA.ALUMINUM CONTINUOUS PL'" BREAK METAL DRIP EDGE WITH KYNAR 500 0 FINISH,MINIMUM 4"UP SIDING. VINYL WINDOW WITH INSULATED LOW-E -�� LIVING GLASS.REFER TO ELEVATIONS. cq ROOM o O BEDROOM bo zo 0 N N N CONTINUOUS ALUMINUM FLASHING, TYPICAL. rRue o 4"PLYWOOD SUBFLOOR 2x8 LEDGER BOARD FASTENED TO WALL project STUDS. 2x8 LEDGER BOARD FASTENED TO WALL VINEYARD p ROOF CONSTRUCTION STUDS. VINEYARD VIE W 30 YEAR ARCHITECTURAL ASPHALT ROOF POWDER COATED ALUMINUM RAILING SHINGLES OVER 15LB BUILDING FELT WITH 12 M FLOOR ASSEMBLY: FLOOR ASSEMBLY: SYSTEM PER SPECIFICATION. ICE&WATER SHIELD AT ALL EAVES& 3 - �" (1HR)RATED UL DES.L521: (1 HR)RATED UL DES.L521: p `�t-- VALLEYS OVER 34"EXTERIOR GRADE SEE FLOOR ASSEMBLY DETAIL SEE FLOOR ASSEMBLY DETAIL 1x6 TREX BOARD DECKING OVER 2x10 PLY�NOOD SHEATHING. SHOWN ON SHEET A5.00 SHOWN ON SHEET A5.00 DECK JOISTS. County Road 4S Greenport, NY 11944 T.O.SECOND FLOOR SUBFLOOR seal T.O.SECOND FLOOR SUBFLOOR ELEV.+9'-7 8„ — — — — - ELEV.+9'-7�/a" � � � A �� Rc l �34"x 714"PVC FACIA BOARD ��5 Q.E GER 2 x 8 BAND JOIST MM--------------------------- PRESSURE TREATED STRUCTURAL BEAM. . REFER TO STRUCTURAL DWGS CONTINUOUS ALUMINUM GUTTER& BEAM WITH 1x PVC TRIM BOARD �j 1 GUTTER CLEAT. 18"RIM JOIST ;� N� %"):7%"PVC FACIA BOARD �---' 18"ENGINEERED WOOD FLOOR TRUSS TRIPLE 2"SOLID VINYL SOFFIT PANEL �:__...._. E issued date description AIR SEAL ALL PERIMETERS WITH FLEXIBLE 1 ST FLR EXTERIOR WALL CONSTRUCTION ACOUSTICAL SEALANT,TYPICAL,WITH HARDIEPLANK LAP SIDING OVER JOINT TAPE. 1 03/15/19 Issued for Construction CONTINUOUS AIR&WATER RESISTIVE a0 2 07/01/19 Protect Bulletin No.4 BARRIER OVER 1 z"EXTERIOR GRADE CONTINUOUS ALUMINUM CONCEALED PLYWOOD SHEATHING FASTENED TO 2x6 ) FLASHING,TYPICAL. WOOD STUDS WITH R-21 BATT INSULATION OVER CONTINUOUS VAPOR BARRIER AND 514 x 3Yz"HARDIE TRIM BOARD GYPSUM WALLBOARD ON INTERIOR .032"20GA.ALUMINUM CONTINUOUS SIDE. ) BREAK METAL DRIP EDGE WITH KYNAR 500 FINISH,MINIMUM 4"UP SIDING. .032"20GA.ALUMINUM CONTINUOUS LIVING BREAK METAL DRIP EDGE WITH KYNAR 500 ROOM BEDROOM o HEADER WITH RIGID INSULATION PER FINISH,MINIMUM 4"UP SIDING. `� SCHEDULE 514;(3Y2"HARDIE TRIM BOARD � VINYL FRENCH PATIO DOOR WITH c INSULATED LOW-E GLASS.REFER TO HEADER WITH RIGID INSULATION ELEVATIONS. F SCHEDULE 1 INSULATED ENTRY DOOR. V 6"x 6"CLASSIC VERSAWRAP COLUMN COVER I� title 4"POURED CONCRETE SLAB ON GRADE 4"POURED CONCRETE SLAB ON GRADE REINFORCED WITH W.W.MESH WITH REINFORCED WITH W.W.MESH WITH 1 HAUNCHED PERIMETER OVER 6"LAYER OF WALL U RCA AGGREGATE SIZE 1"T0112 HAU'NCHED PERIMETER OVER 6"LAYER OF RCP,AGGREGATE SIZE 1"TO 1%". El T.0 FIRST FLOOR SLAB _ SECTIONS ELEV.0'0" T.O.FIRST FLOOR SLAB � . �. .. .—.. �ti .° ELEV.0'-0" POURED CONCRETE SLAB ON GRADE, I II° -A rTL G i I Pio• �° �° -� \% \� �� , i- i o p1 I I 6 MIL.CLASS"A"VAPOR BARRIER UNDER G -f- COLUMN PIER AND FOOTING,BEYOND. i I i II I � 4 /�//\//�/�/\/\\/\//\//\�j/\\//\//\`//\\//\//\� /\ \�i��';% �\\/ � ; + drawn b --- L // SLAB,TYPICAL. y s I -------------- ' al \ \\ // // // // //��//� / // // // // // / I ----- II . II EO checked by: ° \ \ \ \ \ \ \ \ \ /\ / /\/\ n r 2"RIGID INSULATION R 10 AT BUILDING ---------------- r -------- I \ \ \ \ ( ) --- PERIMETER,UNDER SLAB&ALONG CL M I , n // // // Idr� \ \'�� \/ /\\/\\/\\ n I . ai i• M scale: 3/4"= 1'-0" rl .• \ TO FOUNDAII� I�N�GLA IaN. 1 FOUNDATION WALL FACE TO 24"BELOW I --1------------ ---------------- ADJACENT GRADE -----1--------1- --------------------- T , project number: 10002 \//\// REINFORCED POURED CONCRETE STEM s aled inch L Q WALL AND SPREAD FOOTING.REFER TO o sheet number U I I I I " STRUCTURAL DRAWINGS. U B.O. FOOTING L---------------- ----- _ I I a. •a . • a p i a B.O.FOOTING T �--- ------ - \ \ \ \ \ \ \ \ \ \ / / / / / / / / / /� - BUILDING C � ELEV.-3'-6" / \ \/\%/\%/\%\%/\%/\%\%/\%/ \/\/\\/\\/\\/\\/\\/\\/ ELEV.-3'-6' j \//j/%� 2 WALL SECTION 1 WALL SECTION \ \\/\//\/�/��\/�/\\\i\\\/\%/\ /\�i�\/�\\\/\�\/�\\�\\\i\\\ \\ \ UNDISTURBED NATURAL SOILS OR 2:1 \ \\�\\�\\ /,//i//�//•/ / / /ENGINEERED FILL. a A6.01 SCALE: 3/4" = 1'-0" A6.01 SCALE: 3/4" = 1'-0" 9 T.O.ROOF TRUSS RIDGE 4 6 7 T.O.ROOF TRUSS RIDGE +25'-4" — — — — — M ELEV.+25'-4" C:) ROOF CONSTRUCTION / r ROOF CONSTRUCTION . / I I 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& / I I ICE&WATER SHIELD AT ALL EAVES& 414,14*AI I " 'IAL VALLEYS OVER 34"EXTERIOR GRADE / L- - -J VALLEYS OVER 4"EXTERIOR GRADE PLYWOOD SHEATHING. / PLYWOOD SHEATHING. ENGINEERED WOOD ROOF TRUSS / WIND BAFFLE IN EACH BAY EXTENDING / FULL HEIGHT OF INSULATION BEATTY HARVEY COCO CONTINUOUS R-38 BATT INSULATION, // A R C H I T E C T S , L L P TYPICAL FOR ALL ATTIC SPACES. / VENTED VINYL SOFFIT PANEL NEW YORK i MARYLAND i WIND BAFFLE IN EACH BAY EXTENDING /f �"� CONTINUOUS ALUMINUM GUTTER& FULL HEIGHTOFINSULATION � / �� GUTTER CLEAT � 1300 Walt Whitman Road, New York, 11747 A p: (631)300-1010 owner/developer ~ AIR SEAL ALL PERIMETERS WITH FLEXIBLE -C ENGINEERED WOOD ROOF TRUSS '_ ACOUSTICAL SEALANT,TYPICAL,WITH / �� Conifer Realty / � � CONTINUOUS R-38 BATT INSULATION, 1000 University Avenue Suite 500 JOINT TAPE. / TYPICAL FOR ALL ATTIC SPACES. Rochester, NY 14607 CONTINUOUS DOUBLE 2x6 TOP PLATE. // \ \ / \ \ 585.324-0500 AIR SEAL ALL PERIMETERS WITH FLEXIBLE ACOUSTICAL SEALANT,TYPICAL,WITH HEADER WITH RIGID INSULATION PER / -- JOINT TAPE. civil engineer SCHEDULE CONTINUOUS ALUMINUM CONCEALED // CONTINUOUS DOUBLE 2x6 TOP PLATE. 437&n405 South Country Road COUNTER FLASHING,TYPICAL. / HEADER WITH RIGID INSULATION PER Brookhaven, NY 11719 / SCHEDULE VENTED VINYL SOFFIT PANEL 631.286.8668 CONTINUOUS ALUMINUM CONCEALED m.e. &f. FLASHING,TYPICAL. p' p• CONTINUOUS ALUMINUM GUTTER& / � I i � M Engineering, P.E. GUTTER CLEAT. i B I 514 x 32 HARDIE TRIM BOARD B 150 North Chestnut Street T.O.SECOND FLOOR TOP PLATE _ _ _ _ _ + Rochester, NY 14604 ELEV.+17'-9" — _ — — — — — 00 ELEV.P17 9E _ 585.288.5590 SECOND FL VINYL SLIDING PATIO DOOR WITH 514 x 3%"HARDIE TRIM BOARD structural engineer INSULATED LOW-E GLASS.REFER TO TDM Consulting Engineering .032"20GA.ALUMINUM CONTINUOUS ELEVATIONS. g g g 550 North County Road,Suite E BREAK METAL DRIP EDGE WITH KYNAR 500 Saint James, NY 1 1780 FINISH,MINIMUM 4"UP SIDING. 631.686.5234 VINYL WINDOW WITH INSULATES LOW-E ` GLASS.REFER TO ELEVATIONS. key N 2ND FLR EXTERIOR WALL CONSTRUCTION -- PLAN HARDIE-%"x 2%"TRIM BATTENS OVER%6" ` PANELS(COORDINATE PANEL JOINTS WITH �- TRIM BATTENS)OVER CONTINUOUS AIR& `� WATER RESISTIVE BARRIER OVER%" EXTERIOR GRADE PLYWOOD SHEATHING O° FASTENED TO 2x6 WOOD STUDS WITH R-21 ao BEDROOM rb EO BATT INSULATION OVER CONTINUOUS VAPOR EIARRIER AND 5/"GYPSUM WALLBOARD ON INTERIOR SIDE. �� t N CONTINUOUS 2x6 BOTTOM PLATE ,'' N " 4"PLYWOOD SUBFLOOR ' TRUE o %"PLYWOOD SUBFLOOR CONTINUOUS ALUMINUM CONCEALED ,' project COUNTER FLASHING,TYPICAL. � 2x8 LEDGER BOARD FASTENED TO WALL • • '' STUDS. � • � VINEYARD VIEW %6"HARDIE PANEL OVER 5/4 x 3%"HARDIE TRIM BOARD ; POWDER COATED ALUMINUM RAILING FLOOR ASSEMBLY: ,' FLOOR ASSEMBLY: SYSTEM PER SPECIFICATION. D_1_ 18"RIM JOIST (1 HR)RATED UL DES.L521: �' (1 HR)RATED UL DES.L521: p + SEE FLOOR ASSEMBLY DETAIL LJ1 SEE FLOOR ASSEMBLY DETAIL 1x6 TREX BOARD DECKING OVER 2x10 18"ENGINEERED WOOD FLOOR TRUSS SHOWN ON SHEET A5.00 ,�� SHOWN ON SHEET A5.00 DECK JOISTS. County Road 48 Greenport, NY 1 1944 T.O,SI=GOND FLOOR SUBFLOOR — — T.O.SECOND FLOOR SUBFLOOR ELEV.+9'-7%" ! ELEV.+9'7%„ seal AIR SEAL.ALL PERIMETERS WITH FLEXIBLE ACOUSTICAL SEALANT,TYPICAL,WITH m %"x 7%"PVC FACIA BOARD ��5 Oc �T�\ JOINT TAPE. — � 2 x 8 BAND JOIST �TM.,! 1ST FLR EXTERIOR WALL CONSTRUCTION Q O HARDIEF'LANK LAP SIDING OVER PRESSURE TREATED STRUCTURAL BEAM. REFER TO STRUCTURAL DWGS.CLAD •�'' -' CONTINUOUS AIR&WATER RESISTIVE l BEAM WITH 1x PVC TRIM BOARD BARRIER. SHEATHING "EXTERIOR GRADE 18'RIM JOIST PLYWOOD SHEATHING FASTENED TO 2x6 � WOOD STUDS WITH R-21 BATT INSULATION OVER CONTINUOUS VAPOR BARRIER AND 18"ENGINEERED WOOD FLOOR TRUSS E %"GYPSUM WALLBOARD ON INTERIOR 1 E issued date description E SIDE. 1ST FLR EXTERIOR WALL CONSTRUCTION HARDIEPLANK LAP SIDING OVER 1 03/15/19 Issued for Construction CONTINUOUS DOUBLE 2x6 TOP PLATE. CONTINUOUS AIR&WATER RESISTIVE - ----- ' BARRIER OVER Y2"EXTERIOR GRADE 0 2 07/01/19 Project Bulletin No.4 PLYWOOD SHEATHING FASTENED TO 2x6 ' WOOD STUDS WITH R-21 BATT INSULATION OVER CONTINUOUS VAPOR BARRIER AND Y8"GYPSUM WALLBOARD ON INTERIOR "Flo0 0 \ . SIDE. ' O CONTINUOUS DOUBLE 2x6 TOP PLATE. C? KITCHEN �`� o CONTINUOUS ALUMINUM CONCEALED co bo -- FLASHING,TYPICAL. 5/4 x 3%"HARDIE TRIM BOARD .032"20GA.ALUMINUM CONTINUOUS F ' BREAK METAL DRIP EDGE WITH KYNAR 500 F 34"DIAMETER ANCHOR BOLT. �' FINISH,MINIMUM 4"UP SIDING. -�- CONTINUOUS 2x6 PRESERVATIVE-TREATED , HEADER WITH RIGID INSULATION PER WOOD S°LL PLATE WITH SILL SEAL FOAM ,�' SCHEDULE GASKET&SEALANT BETWEEN SILL PLATEWIN AND SLAB AT INTERIOR EDGE ` 0 VINYL FRENCH PATIO DOOR WITH ' INSULATED LOW-E GLASS.REFER TO title C ---------\ / 4"POURED CONCRETE SLAB ON GRADE ' ELEVATIONS. REINFORCED WITH W.W.MESH WITH 4"POURED CONCRETE SLAB ON GRADE HAUNCHED PERIMETER OVER 6"LAYER OF Ll REINFORCED WITH W.W.MESH WITH WALL HAUNCHED PERIMETER OVER 6"LAYER OF RCA AGGREGATE SIZE 1"TO 1%'. RCA AGGREGATE SIZE 1"T01 ". T.O.FIRST FLOOR SLAB — '' T.O.FIRST FLOOR SLAB SECTIONS ELEV.0'-0" —ax _--=.. .—T°: �,a •___ x' m — -•' .; ELEV.0'-0" ItP a a, ,IMi ��`�• oa� ff I I �. Illi• ° ✓ o � 0 0 a � o � n ° °•6! I ;+ 6 MIL.CLASS"A"VAPOR BARRIER UNDER / �' -�' �- i '/4 /\// i a i 6 MIL.CLASS"A"VAPOR BARRIER UNDER - drawn by: SLAB,TYPICAL. i \\ \ \\ \\ J ; . i SLAB,TYPICAL. CONT.2" R-10 yl •. i PERIMIDIIER,UUNDEORSLRB&ALO ILDING .u /\ \/\/ /\ / ( NAILED TO INSI ---------------------------------------- checked checked by: --- ( ) / 10 RIGID INSULATION ` \ 2"RIGID INSULATION(R-10)AT BUILDING _ NG \�\\\\ \\ ( ) REMAIN IN PLACE. // u' . i PERIMETER UNDER SLAB&ALONG `O ,, // // // // / Eb TO INSIDE OF FORMWORK TO n. , scale: 3/4" FOUNDATION WALL FACE TO 24"BELOW n ° ° \/\\/\\/\\ \ AIN IN LACE. PROVIDE 2"MIN.LAP TO FOUNDATION INS I n° i FOUNDATION WALL FACE TO 24"BELOW G ADJACEVTGRADE -----_ ___ _ ------------- a a , �� T-_ T T________ ADJACENT GRADE project number: 10002. _ \ \ \ REINFORCED POURED CONCRETE STEM REINFORCED POURED CONCRETE STEM scaled inch Q WALL AND SPREAD FOOTING.REFER TO °" ,)) ' a //X//�/ \,�\j\\j' e i i WALL AND SPREAD FOOTING.REFER TO o STRUCTURAL DRAWINGS. ==T= '�\'� ' /�� sheet number a '---- 2 WALL SECTION 1 WALL STRUCTURAL DRAWINGS. o �_=__- ___9. . U ot B.O.FOOTING °" a i B.O.FOOTING ,, BUILDING C ELEV.-3'-6" \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ A6.02 = A6.02 / °// �� - /j// /j�L�l---- ELEV.-3'-6" _ �\\\\\\\/\\\\\\/\\\\\\\\\/\\\\\\/\\\/ \///\//%//%//%//%//%//%///\//%// ' UNDISTURBED NATURAL SOILS OR UNDISTURBED � / / / / / / / \ \ \ \ \ \ \ \ \ \ ENGINEERED FILL. \/\/.\/� //\//\\/�\\ \\�/�� — \//i//i// / \/\/\/, T ENGINEERED FILL. a 0 + I v 0 /57_� 5"SQUARE x a 4"POST CAP 2"x 2"TOP RAIL T.O.RAILING J4 N ELEV.+113'-2Y" 4"x 4"CORNER POST BEATTY HARVEY COCO 1"x 1"PICKET ARC H I T E C T S , LLP NEW YORK I MARYLAND 1300 Walt Whitman Road, New York, 11747 POWDER COATED ALUMINUM RAILING I A p: (631)300-1010 SYSTEM PER SPECIFICATION. �' owner/developer 1x6 TREX BOARD DECKING OVER 2x8 Conifer Realty DECK JOISTS. 1000 University Avenue Suite 500 Rochester, NY 14607 N (V 585.324-0500 LO it) 4" M M civil engineer MAX. LKMA 437 &405 South Country Road Brookhaven, NY 11719 631.286.8668 POWDER COATED ALUMINUM RAILING m.e.p. &f.p. VINYL SLIDING GLASS DOOR SYSTEM PER SPECIFICATION. rr � r rr � (� ; r � M/E Engineering, P.E. +B B 150 North Chestnut Street CONTINUOUS ALUMINUM FLASHING 2x 2BOTTOM RAIL I Rochester, NY 14604 5"SQUARE x a 4"POST BASE 585.288.5590 SELF-ADHERED FLEXIBLE MEMBRANE 2x8 LEDGER BOARD FASTENED TO 2x8 1x6 TREX BOARD DECKING OVER 2x8 DECK structural engineer BLOCKING REFER TO STRUCTURAL - JOISTS. SECTION 5/S2.01 � TDM Consulting Engineering fa �' T.O.DECKING 550 North County Road,Suite E Saint James, NY 11780 ELEV.+9'8�" 3 DECK FLOOR PLAN 631.686.5234 �—4"x 7 4"PVC FACIA BOARDA6.03 SCALE: 1/2" = 1'-0" 2 x 8 BAND JOIST key PRESSURE TREATED STRUCTURAL BEAM. REFER TO STRUCTURAL SECTION 5/S2.01 5 TRUE CLAD BEAM WITH 1x PVC TRIM BOARD A6.03 NORTH C I VERSAWRAP ACCENT WRAP WITH BASE � ° CAP 6"x 6"CLASSIC VERSAWRAP COLUMN O ZZ COVER ----------------------------------------- ° 6 x 6 WOOD POST II Oa VERSAWRAP NOSE COVE MOULDING ° ° ° ° a C ° ° °° project 6 DECK & RAILING DETAIL 6 x 6 WOOD POST ° ° °a VINEYARD VIEW V&W SCALE: 11/2" = V-0" 6"x 6"CLASSIC VERSAWRAP COLUMN ° < ° In ° ° ° COVER �, 4 ° irk + County Road 48 5 ° ° a ° ° Greenport, NY 11944 ° ° ° seal ° ° 6 ° � ° ° ° 4\1 ° ��aED A c?o A6.03 4 ° °° ° 5 (CR 0. c F T.O.RAILING T.O.RAILING ELEV.+13'-2%" ELEV.+13'_2Y8" ° 9T 0.242 oQ POWDER COATED ALUMINUM RAILING FOWDER COATED ALUMINUM RAILING OF NE`N SYSTEM PER SPECIFICATION. SYSTEM PER SPECIFICATION. M M ,—2x8 LEDGER BOARD FASTENED TO 2x8 BLOCKING REFER TO STRUCTURAL E issued date description E -L + i i SECTION 5/S2.01 I T.O.DECKING T.O.DECKING 2 GROUND FLOOR PLAN 1 03/15/19 Issued for Construction ELEV.+9'-8 e" ELEV.+9'_8 A6.03 SCALE: 1/2" = 1'-0" I� 1x6 TREX BOARD DECKING OVER 2x8 - 1K6 TREX BOARD DECKING OVER 2x8 V. DECK JOISTS. [ECK JOISTS. C ' a 4"x 7%"PVC FACIA BOARD i4"x 7 Y"PVC FACIA BOARD 2 x 8 BAND JOIST FRESSURE TREATED STRUCTURAL 5 A6.03 - - - - - - - EEAM.REFER TO STRUCTURAL PRESSURE TREATED STRUCTURAL SECTION 5/S2.01 CLAD BEAM WITH 1x BEAM.REFER TO STRUCTURAL FVC TRIM BOARD SECTION 5/S2.01 CLAD BEAM WITH 1x 7— 76 PVC TRIM BOARD VERSAWRAP ACCENT WRAP WITH I EASE CAP 9'-0" VERSAWRAP ACCENT WRAP WITH BASE CAP VERSAWRAP NOSE COVE MOULDING I- - - - - -I F - - - - VERSAWRAP NOSE COVE MOULDING 6'x 6"CLASSIC VERSAWRAP COLUMN I -- ---—I—------------------------I- ---1 6"x 6"CLASSIC VERSAWRAP COLUMN COVER I C COVER I � I � o I I I title 6 x 6 WOOD POST DECK PLANS, 4 L � - - - - � I- - - - - 1 J POURED CONCRETE PIER AND FOOTING REFER TO STRUCTURAL I ELEVATION , SECTION 4/S2.00 I I VERSAWRAP ACCENT WRAP WITH VERSAWRAP ACCENT WRAP WITH N I N SECTION ILO ° BASE CAP&BED MOULDING EASE CAP&BED MOULDING I Oil ° T.O.FIRST FLOOR SLAB \\ T.O.FIRST FLOOR SLAB I & DETAILS - ELEV.0'0" ELEV.0'-0" r II n , u cll POURED CONCRETE PIER AND POURED CONCRETE PIER AND - - - - - - - - - - - - - - - - - - - - - - - - + --- • I I HI r .^ n I I I - - - - - - - drawn b u FOOTING REFER TO STRUCTURAL i i i FOOTING REFER TO STRUCTURAL I y' 91 \ij\i/\ij��\ ;II • �__________________________ ,II a SECTION 4/S2.00 i i I SECTION 4/S2.00 //\\//\\�//\\� u• I rl n• I I I I 8 a , a a checked by: -- \\ H I �I i Cl) I I I I M a a s a a a 'a -------�-- ----- r---i-----i--- --------------------------------------T---i------ ----r----- scale: AS NOTED \\\ \\\\.•, I r I I I I 6 \'%\ii\\ il`= , i lf 1p�=°T�'a project number: 10002 -� � -_A�- -_-�' B.O.FOOTING I I I I B.O.FOOTING —J - _--_--J-------------- ------------------ -------------------L—_---_--------L------ scaled Inc o //i\!%/i/�:� ? \\//i\%��\/i%% '% /i%/i i�/i�� !i�/iiOlx\%� ELEV.-3'-6" ELEV.-3'6" sheet number U O UBUILDING C 5 DECK SECTION., 4 DECK ELEVATION 1 FOUNDATION PLAN A6.D3 SCALE: 1/2"= 1'-0" A6.03 SCALE: 1/2"= 1'-0" A6.03 SCALE: 1/2"= 1'-0" CIO o + 2 + + H A6903 7 2 3 4 5 6 DOOR TYPE: rn 1 1. MINIMUM 10"HIGH SMOOTH SURFACE AT DOOR 36"TO 42"LEVER OR CD - BOTTOM,EITt ERr'Ai IH-HED PANEL OR BOTTOM U SHAPED HANDLE.----\ RAIL. (h ® , C:) IRE STROBE HARDWARE: C f i 1.OPENABLE FROM INSIDE WITHOUT USE OF KEY OR SPECIAL KNOWLEDGE OR EFFORT. t �� --- ---�---- i I _ �` \ 2.OPENABLE BY SINGLE EFFORT LEVER-TYPE DEVICE "�'T ) p ' ' THERMOSTAT WITH I 1` - �\Cn (NOT REQUIRING GRASPING). I I� OPERABLE CONTROLS 10"MIN. 12 _ 3.MOUNTED 36"TO 42". IGHT 1 a 4.MAXIMUM 5 LBS.EFFORT TO OPERATE DOOR. BOTTOM RAIL i IRE PULL 1 I 4 12MAX D((OR HARDWARE SWITCH l KI PROVIDE i VS TATION ONVIENENCE � l I �� i KICK PLATE B E A T T Y HARVEY Coco ' OUTLET-SEE 1 SECTION 404.2.8&SECTION 404.2.9 ARCHITECTS , L L P \\ c� - NEW YORK I MARYLAND ELECTRICAL O° - AT DRAWINGSFOIo �- 1300 Walt Whitman Road, New York, 11747 RC FLAN LOCATIOFf �� y 10" "MI SECTION 604.10:AMBULATORY 4 DOOR REQUIREMENTS A p: (631)300-1010 A I v v o I v WALL-MOUNTED W.C.) ACCESSIBLE COMPARTMENT FIGURE-A � CENTER OF "MIN A7.00 SCALE: 112" = 1'-0" owner/developer ��\ M CONVENIENCE FLOOR-MOUNTED W.C.) 1000 University Avenue Suite 500 1 1/2"MIN. Rochester,Conifer fr Realty OUTLET �` ALTERNATE DOOR 1 1 2" 585.324-0500 4"MAX _ LOCATION 13 1/2". �,___,\ ,---RETURN ENDS TO l 1 ACE OF WALL TYPICAL MISCELLANIOUS MOUNTING HEIGHTS civil engineer I l : WALL,TYP < ' �� - IN i% l ; i �_ + PLAN 43L &405 � � a. 1-1/4"-2"O.D.NOM.PIPE I I I r, z IN \1 i = Q I I J�RAIL WELD CONNECTIONS L = LOOR RECEPTACLE � I I I +, South Country Road rl8 MOUNTING DETAILS N I AND GRIND SMOOTH 1 1 O r, 1 1 : Brookhaven, NY 1 1719 �� i o O i 631.286.8668 c� RACKETS WTH SPACER SPACE A7.00 SCALE: 3/8" = 1'-0° �� i � i l . EQUAL AT 4'-0"O.C.MAX. I l . ELONGATED WALL HUNG STALL TYPE ` 0 I I l �� N z I I m.e.p. &f.p. ROVIDE 2MIN FIGURE 605.2 GROUNDING/BLOCKING @ I I B 150 North Chestnut Street . 00 ELBOW TO M/E Engineering, P.E. 3 1' "M LX lo 3 SECTION 605 URINALS SECTION GYPSUM&STUD PARTITIONS. I l WALL @ EACH B END AND CLOSE Rochester, NY 14604 4 I WALL-MOUNTED W.C.) o SECTION 505.7 HANDRAIL CROSS SECTION 585.288.5590 " FLOOR-MOUNTED W.C.) SECTION 604.9 WHEELCHAIR ACCESSIBLE COMPARTMENT r_10"� URINAL DIMENSIONS FIGURE-B SECTION 404.2.5:TWO DOORS IN SERIES FIGURE-C 3 HANDRAIL DETAIL structural engineer WHEELCHAIR ACCESSIBLE COMPARTMENTS A7.00 SCALE: 1/4" = 1'-0" A7.00 SCALE: 11/2" = 1'-0" TDM Consulting Engineering 550 North County Road,Suite E 1 1/4"O.D.NOM.BRUSHED ALUM. Saint James, NY 11780 SECTION 403.5 CLEAR WIDTH OR STEEL HANDRAIL W/RADIUSED 631.686.5 234 RETURNS TO WALL EACH END 12 LETTERS AND NUMBERS: 1.WIDTH TO HEIGHT RATIO BETWEEN 3:5 AND 1 :1. 7 DOORS IN SERIES /"-13 TOILET STALLS 2.STROKE WIDTH TC HEIGHT BETWEEN 1 :5 AND 1 :10. A7.00 32NIN 3.CONTRAST CHARACTERS AND SYMBOLS WITH " _ " key I I A7.00 SCALE: 114" = 1'-0" BACKGROUND. A7.00 SCALE: 114 - 1 -0 N SERIF CHARACTERS. - 4.SANS S PLAN ONE TREAD MIN. 0 SIGNS/PICTOGRAIAS: r------------- NOR TR r 1. PICTOGRAMS/PICTORIAL SYMBOL SIGNS SHALL BE i 1 FOR TREAD AND RISER DIMENSIONS SEE C - ACCOMPANIED BYTHE EQUIVALENT VERBAL 1 I r_____-----� I I I F BOTH A CLOSER& PLANS AND SECTIONS. DESCRIPTION PLACED DIRECTLY BELOW THE z 1 1 I I LATCH ARE O PICTOGRAM. THE EORDER DIMENSION SHALL BE 6" PROVIDED. MINIMUM HEIGHT. I �8"MIS bo �1'"��l-0-0 � 2. CHARACTERS A0 BACKGROUNDS SHALL BE OF 1 I 2 HANDRAIL ELEVATION MIN �. 60MIN NON-GLARE CONTRASTING COLORS. RAISED 3. SIGNS/PICTOCRAMS SHALL BE INSTALLED ON THE �-oSCALE: 1/2" = 1'-0" N SECTION 403.5 CLEAR WIDTH SECTION 403.5.2 PASSING SPACE WALL ADJACENT TO DOOR LEADING TO THE ROOM OR SPACE THEY DESCRIBE AND AT 60"AFF TO SIGN FRONT APPROACH,PULL SIDE FRONT APPROACH,PUSH SIDE TRUE o CENTERLINE AND WHERE A PERSON MAY APPROACH i---------------i SECTION 404.2.5:TWO DOORS IN SERIES WITHIN 3"OF SIGNAGE WITHOUT ENCOUNTERING rl7 WH E:E LCHAI R PASSING AND PASSAGE WIDTH 0 PROTRUDING OBJECTS OR STANDING WITHIN THE DOOR i i i 48 project 1 SWING AREA, l l I l z 36"GRAgBAR nq I 1 I 6 lI _________ VINEYARD VIEW A7.00 SCALE: 1/4" = 1'-O" z O I 4. VERTICAL CLEARANCE AT SUSPENDED SIGNS WITH � i I � i 6 x OU MINIMUM HEADROOM OF 80"REQUIRE MINIMUM 3 . 1 i WOMEN RES]ROOMS QcD CHARACTER HEIGHT MEASURED BY USING UPPERCASE i 1 i 1 :2i 1 oc I GRAB BAR X". CHARACTERS AND NUMBERS SHALL BE SIZED i i i i i D ACCORDING TO VIEWING DISTANCE FROM WHICH � ---------J D -------------J 2 CLEAR FLOOR SPACE READ. LOWER CASE CHARACTERS PERMITTED. County Road 48 HINGE APPROACH,PULL SIDE HINGE APPROACH,PULL SIDE FIGURE 308.2.1 Greenport, NY 1 1944 4MAX. 18"GRAB BAR 18"GRAB BAR MIN SIGN LOCATIONS: ____ FORWARD REACH seal 8"GRAB BAR IDENTIFIED WITH - - ---- ,� 0 9 ALL ACCESSIBL ENTRANCES IDEN 12MAX SECTION 604.3.1:WATER CLOSET CLEARANCE MINIMUM OF ONE STANDARD SIGN. 3 i 20"MAX. >20" 25" 24' GRAB BAR z l I r---- -------� '�RCHITF 10.ADDITIONAL DRECTIONAL SIGNS ALONG o a N l 1 l I o �O C CONTROL ARE PUBLIC TOILET: CLEAR FLOOR SPACE LU AT WATER CLOSETS ACCESSIBLE PATH DF TRAVEL ARE REQUIRED. ° o 1 cl�v I l - U �Q' AF; CD T -, ' A2 MIN MEN 11.BUILDINGS REMODELED TO PROVIDE ACCESSIBLE o i 2-0 MIN00� i i _ ~ a l I = �� SEAT SANITARY FACILITIES FOR PUBLIC USE SHALL HAVE - i o Q C� O v cl) 40 L_J MUfINFORMATION POSRY IN THE LOBBY AS PART OF THE l i I I w °' SEAT BUILDING DIRECTO i I o Ll- .6 �O f 1 _ '°'""' SYMBOL OF ACCESSIBILITY: z 1 I I 0 FOOT BACK CONTROL WALL 36"GRABAR LAV l 1 l i i o ST F� l 1. STANDARD USED TO IDENTIFY ACCESSIBLE FACILITIES. l l l I o FIGURE 308.2.2 ,1TE O SECTION 607.4.2 BATHTUBS WITHOUT PERMANENT SEATS • I 2.SYMBOLS OF ACCESSIBILITY SHALL CONTRAST WITH 1 E�IOVABLE COME! THEIR BACKGROUND,WITH EITHER LIGHT SYSMBOL ON 1 l I FORWARD REACH OVER AN OBSTRUCTION Ic El 13 13 13DARK BACKGROUND OR A DARK SYMBOL ON A LIGHT i LATCH APPROACH,PALL SIDE LATCH APPROAH,PUSH SIDE I E issued date description Ic 42"GRAB BAR I ®�® 3® �-----------J I BACKGROUND I 1 E I r : l 1 ____ 03/15/19 Issued for Construction 16 GRAB BARS AT TUMHOWER I 1 3.WHEN ENFORCING AGENCY DETERMINES,IF I I - _ 1 CLEAR ELooR SPAcJ ,.. CLEAR FLOOR SPACE APPROPRIATE,SPECIAL DESIGNS AND COLORS MAY BE '-----------J 1 0 2 06/13/19 TOS Bldg Dept. Comments A7.00 SCALE: 1/4" = 1'-0" ------------ J PARALLEL Q ------------ APPROVED. X .: - � � APPROACH cc SECTION 1004.11.3.1.2:WATER 2 SECTION 1004.11.3.1.2:CLEARANCE �2 , BRAILLE: REQUIREMENTS I REM ENTS = s FIGURE 703.7 6 DOOR APPROACH Q ' C CLOSE�ARANCE WITH LAVATORY(OVERLAP EXCEPTION) 1.USE CONTRASTED GRADE 2 BRAILLE.DOTS TO BE 0.1' 1 DWELLING UNITS TOILETS: CLEAR FLOORS ACE W TE CL SE SYMBOLS OF ACCESSIBILITY O.C.IN EACH CELL. A7.00SCALE: 114" = 1'-0" 2.0.2"SPACE BETWEEN CELLS. .. RACK WALL:.._ - ' 3.DOTS RAISED MNIMUM 0.025"ABOVE BACKGROUND. 3 FIGURE 308.3.1 Q W ¢ W o N o ° N UN>� SJR,UCTED SIDE REACH z K'12 WATER CLOSET CLEARANCESKq SIGNS AND PICTOGRAMS 30 1 A7.00 SCALE: 1/4" = 1'-0" A7.00 SCALE: 114" = 1'-0" -- CLEAR PLOO sPACg ----- CLEAR FLOOR SPAC) NOTE: F F OMPRESSED CARPET 1/4"MAX. IN.FLOOR LEVEL Ic 1.IF OBSTRUCTION IS LESS THAN 10", F TUB LENGTH LENGTHMAX REACH HEIGHT SHOULD BE 48" BELOW THRESHOLD THRESHOLD SECTION 607.2:CLEARANCE FOR BATHTUBS Lam, 12MAX [ 12MAX Ew r_ POST. title X FIGURE 308.3.2 N FIGURE 302.2 CARPET ON FLOOR SURFACES OBSTRUCTED SIDE REACH ACCESSIBILITY r"15'N� CLEARANCE FOR BATHTUBS POST. A7.00 SCALE: 114" = 1'-0" SECTION 307.3 T7 DETAILS & NOTES Q MIN >< X>12 2 CDQ cc T-SHAPED r Q POST. Oc > ICC Al 17. 1 -2009 18"GRAB BAR ,� 18"GRAB BAR 1 AR FIGURE 302.2 BEVELED CHANGE IN LEVELS 1 _ drawn y --- 1 42"GRAB B X z G G 1CLEAR 1 36 GRAB BAR CL 1 b : r FL00R i 54MIN NOTE: SECTION 307.3 z x cN i z checked by: z CD SPACE ) 24MIN 42MIN THE SLOPING PORTIONS OF HANDRAILS SERVING STAIRS AND RAMPS �� CD z SHALL NOT BE REQUIRED TO COMPLY WITH 307.3. - 1 = � -: � ." . . .� :. . `�`�-- ��/ scale: AS NOTED QMIN m FIGURE 307.2 LIMITS OF PROTRUDING OBJECTS MI CD = o NOTE: project number: 10002 TOE CLEARANCE _ FIGURE 302.2 VERTICAL CHANGE IN LEVELS ELEMENTS LOCATED ON CIRCULATION PATHS,INCLUDING OPERABLE ELEMENTS,MUST COMPLY WITH CIRCULAR scaled inch KNEE CLEARANC�3 NOTES: o REQUIREMENTS FOR PROTRUDING OBJECTS. CASEMENT WINDOWS,WHEN OPEN,CANNOT ENCROACH MORE NOTE:DA HED LINE INDICATES MINIMUM LENGTH OF 1 LAV DEPTH FTHE T-SHAPED sheet number U THAN 41NCHES INTO CIRCULATION PATHS ABOVE 27 INCHES CLEAR SPACE ERQUIRED ON EACH ARM 0 o FIGURE #31 FIGURE #32 SIDE WALL 1. 1/2"MAXIMUM TOTAL HEIGHT WITH 1/4"MAXIMUM VERTICAL CHANGE AT EDGE. BACK WALL 7"-9" 2. 1 :2 SLOPED BEVEL REQUIRED IF LEVEL CHANGE IS OVER 114"VERITCAL LEVEL CHANGE. EXCEPTION:HANDRAILS SHALL BE PERMITTED TO PROTRUDE 4 1/2"MAX SPACE IN ORDER TO COMPLETE THE TURN LAVATORY CLEARANCES CLEAR FLOOR SPACE AT SECTION 604.5 GRAB BARS 3. CHANGE IN LEVEL OF 1/4 INCH MAXIMUM IN HEIGHT SHALL BE PERMITTED TO BE VERTICAL. SECTION 304.3.1 CIRCULAR SPACE SECTION 304.3.2 T-SHAPED SPACE BUILDING C 0 LAVATORIES SECTION 604.5 GRAB BARS FIGURE 304.3(a)Circular FIGURE 304.3(b)T-shaped >. SECTION 604.7 DISPENSERS 0 16-, ?r-_ E ri1 WATER CLOSET GRAB BARS 8 THRESHOLD REQUIREMENTSr_5_'_� LIMITS OF PROTRUDING 0B QTS 1 TURNING SPACES .� 2:114 LAVAT�KY CLEAR SPACE A7.00 SC/SLE: 114" = 1'-0" A7.00 SCALE: 1/4" = 1'-0" A7.00 SCALE: 6" = 1'-0" A7.00 SCALE: 114" = 1'-0" A7.00 SCALE: 1/4 - 1 -0 H A7eOO O H 2 3 4 5 6 7 8 9 1 1 T I M AIR SEALING NOTES FOR 0 14 IF MULTIFAMILY WOOD CONSTRUCTION OPEN INSULATED `' RIGID INSULATION ( TAPED SINGLE HEADER 1. EXTERIOR WALL-TOP:REDUCE LEAKAGE BETWEEN UNCONDITIONED ATTIC AND WALL CAVITIES. TAPED OR SEALED JOINTS CLIP SUPPORT FOR GWB OR SEALED AT CORNERS. /� a. STOP AIR MOVEMENT THOUGH CRACK BETWEEN DRYWALL AND TOP PLATES. APPLY9 11 11117=7-1 T . " 1l 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 B E ATTY HARVEY COC O BLOCKING FOR GYPSUM 1" THICK RIGID INSULATION (TIMBER STRAND) HEADER ARCHITECTS , 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. OR OSB SHEATHING INSULATED FROM INTERIOR ALTERNATE: PROVIDE BLOCKING a. APPLY SEALANT BETWEEN SILL PLATE AND SHEATHING. NEW YORK MARYLAND BEHIND ANCHOR b. APPLY SEALANT BETWEEN DRYWALL AND SILL PLATE. 1300 Walt Whitman Road, New York, 11747 A I_ c. APPLY SEALANT BETWEEN SILL PLATE AND SUBFLOOR. q p: (631)300-1010 d. APPLY SEALANT AT ALL WALL PENETRATIONS. owner/developer AW TWO STUD CORNER e. APPLY SEALANT BETWEEN TOP PLATE AND SHEATHING. ALTERVATE 1X6 CLIP SUPPORT FOR f. APPLY SEALANT BETWEEN TOP PLATE AND DRYWALL Conifer Realty SUPPORT FOR GYPSUM BOARD 1000 University Avenue Suite 500 3. EXTERIOR WALL-BOTTOM:REDUCE LEAKAGE BETWEEN WALL CAVITIES AND APARTMENTS. Rochester, NY 14607 GYPSUM BOARD. SINGLE HEADER ALLOWS FOR SET TOWARDS STUD NOTCHED TO . � a. APPLY SEALANT BETWEEN SILL PLATE AND SHEATHING. 585.324-0500 INSULATION OUTSIDE OF WALL SUPPORT SINGLE HEADER b. APPLY SEALANT BETWEEN DRYWALL AND SILL PLATE. INSTALLATION FLUSH W/EXTERIOR PLYWOOD PLATE c. APPLY FOAM GASKET UNDER SILL PLATE • ' d. APPLY SEALANT BETWEEN SILL PLAT AND SLAB civil engineer PAST INTERIOR SURFACE OF STUD HEADER HANGER SIZED BY LKMA PARTI TION 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 Country Road BOARD SINGLE STUD SINGLE STUD a. APPLY SEALANT BETWEEN FRAMING AND SHEATHING. 1719 b. APPLY SEALANT BETWEEN WINDOW AND FRAMING. Brookhaven, 28 .8668 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. CTAPED JOINTS WALLS. SEE PROJECT MANUAL FOR FURTHER INFORMATION 5. DEMISING WALUINTERIOR PARTITION AT EXTERIOR/CORRIDOR WALL:REDUCE LEAKAGE BETWEEN M/E Engineering, P.E. EXTERIOR/CORRIDOR WALL AND DEMISING WALUINTERIOR PARTITION, i) 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/DEMISING WALUINTERIOR PARTITION-TOP/BOTTOM:REDUCE LEAKAGE BETWEEN structural engineer UNCONDITIONED ATTIC/FLOOR STRUCTURE AND DEMISING WALUINTERIOR PARTITION. ri_N WALL FRAMING DETAILr_4 " CORNER FRAMING/BRACING DETAIL 7 WINDOW HEADER DETAIL 10 INSULATED HEADERS a. APPLY SEALANT AT ALL BETWEEN DRYWALL AND WALL FRAMING. TDM Consulting Engineering b. APPLY SEALANT BETWEEN DRYWALL AND FRAMING. 550 North County Road,Suite E EEBA FIG. 11.4 EEBA FIG. 11.3/11.11 EEBA FIG. 11.5 _ , " EEBA FIG. 11.5 „_ Saint James, NY 11780 SCALE:1 -1-0 SCALE:1 -1 0 631.686.5234 7. DOUBLE SHAFT WALL AT EXTERIOR/CORRIDOR WALL TOP:REDUCE LEAKAGE BETWEEN UNCONDITIONED ATTIC/FLOOR STRUCTURE AND DEMISING WALUINTERIOR PARTITION/SHAFT WALL. OVERSIZE ROOF TRUSS a. APPLY SEALANT OR AT ALL PENETRATIONS THOUGH WALL FRAMING. PROVIDES INCREASED b. APPLY SEALANT BETWEEN DRYWALL AND FRAMING. DEPTH OF ROOF c. APPLY SEALANT OR EXPANDING FOAM BETWEEN ALL GAPS BETWEEN WALL FRAMING. key INSULATION AT PERIMETER T ' /-CONTINUOUS VAPOR BARRIER 8. DEMISING WALUINTERIOR PARTITION AT EXTERIOR/CORRIDOR WALL:REDUCE LEAKAGE BETWEEN NORTH RUE INSULATION BAFFLE SHEATHING TAPE RIGID INSULATION EXTERIORICORRIDORWRLL AND DEMISING WALL/INTERIOR PARTITION. PREVENTS WIND BLOWING ADHESIVE MEMBRANE STRIP ( INSTALLED IN A THROUGH INSULATION AND SEALANT, ADHESIVE OR TOP EDGE TAPED TO SHEATHING CONTINUOUS MANNER CONTINUOUS BEAD OF SUBFLOOR a. INSTALL DRYWALL BETWEEN INTERSECTING WALL FRAMING. PAST ROOF FRAMING ADHESIVE b. INSTALL SHEATHING BETWEEN INTERSECTING WALL FRAMING AT SHEAR WALLS MAINTAINS 2" CLEARANCE GASKET WITH SHEATHING TAPE) D ° UNDER ROOF SHEATHING FLASHING LEDGER NAILED OVER TOP CONTINUOUS ENGINEERED WOOD 9. CORRIDOR WALUEXTERIOR DOOR:REDUCE LEAKAGE BETWEEN APARTMENT AND CORRIDOR O - RIGID INSULATION AR OF RIGID INSULATION RIM/BAND JOIST CLOSURE SEALANT OR ADHESIVE WALUOUTDOORS. RIGID INSULATION SEALANT a. APPLY SEALANT BETWEEN DOOR FRAME AND FRAMING.CONTINUOUS PLATE PLATE TIES CONTINUOUS VAPOR 10 SEALANT AT CORNER OF FLOOR TRUSS ` b. APPLY GASKETS/WEATHER STRIPPING AT DOOR SWEEP. Do RIM JOIST TO CEILING BARRIER BOTTOM PLATE & SETBACK OIC f ° RAFTERS INSULATION BAFFLE SUBFLOOR OR GASKET TOP PLATE RIGID INSULATION RIM JOIST BAND JOIST SET 10. MILLWORK TRIM:REDUCE LEAKAGE BETWEEN WALL CAVITIES AND APARTMENT UNDER BOTTOM PLATE JOIST/BAND APPLY SEALANT AT ALL EDGES BETWEEN MILLWORK TRIM AND DRYWALL. PROVIDES 2" MIN THICKNESS OF FILLER BACK ON TOP PLATE. ROOF RAFTERS TERMINATE CLEARANCE UNDER ROOF , SEALANT ADHESIVE OR ENGINEERED THICKNESS OF RIGID 11. PLUMBING PENETRATIONS:REDUCE LEAKAGE BETWEEN WALL CAVITIES AND APARTMENT. IN RIM JOIST TO INCREASE SHEATHING ; GASKET WOOD INSULATION FILLER. a. APPLY SEALANT AT ALL PLUMBING PENETRATIONS THROUGH DRYWALUSUBFLOOR. DEPTH OF ROOF RIM/BAND b. SEAL ALL PENETRATIONS BEFORE INSTALLING CABINETRY,ESCUTCHEONS AND FIXTURES. project INSULATION AT PERIMETER SEALANT, ADHESIVE OR LEDGER NAILED OVER TOP OIST CLOSLRE RIGID INSULATION -� GASKET OF RIGID INSULATION SEAL ELECTRICAL SEALANT VINEYARD VIEW INSULATION BAFFLE PROVIDES PENETRATIONS 12. ELECTRICAL BOXES:REDUCE LEAKAGE BETWEEN STRUCTURAL CAVITIES AND APARTMENT. SEALANT ADHESIVEOR 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. � SEALANT THIS APPROACH MAY ELIMINATE THE NEED FOR ADDITIONAL TAPED/SEALED PRIOR TO CONTINUOUS VAPOR d. OR INSTALL AIR-TIGHT COVER PLATES AND GASKETS. County Road 48 RIGID INSULATION NOTCHED INSTALLATION OF ROOF FRAMING BARRIER RIGID INSULATION BATT INSULATION TO INTERIOR AROUND ROOF TRUSSESu 13. DUCTWORK:REDUCE LEAKAGE BETWEEN CAVITIES AND APARTMENT. Greenport, NY 11944 TO ACT AS WIND SHIELD :// SEALANT, ADHESIVE OR a. APPLY SEALANT/EXPANDING FOAM BETWEEN DUCT AND DRYWALL. FOR ROOF INSULATION ELECTRICAL WIRES PASSING TO EXTERIOR SHOULD BE ADDITIONAL BATT INSULATION CAN BE ADDED TO INTERIOR GASKET b. APPLY SEALANT/EXPANDING FOAM BETWEEN DIFFUSERS/REGISTERS AND DRYWALL seal SEALED WITH FOAM SEALANT OR CAULKING RED AR y 14. UTILITIES/ACCESS PANELS:REDUCE LEAKAGE BETWEEN STRUCTURAL CAVITIES AND APARTMENT. C RIGID INSULATION ROOF a. APPLY SEALANT/WEATHERSTRIPPING BETWEEN PERIMETER OF PANEL AND DRYWALL. INSULATION NSULATION THERMAL RESISTANCE ( DEPTH) AT v O FO NG b. APPLY SEALANT/WEATHERSTRIPPING ON PANEL DOOR. c TRUSS HEEL (ROOF PERIMETER) SHOULD BE EQUAL OR GREATER THAN THERMAL RESISTANCE OF EXTERIOR WALL 15. RECESSED COMPONENTS:REDUCE LEAKAGE BETWEEN WALL CAVITIES AND APARTMENT. * I a. APPLY SEALANT BETWEEN RECESSED CABINET AND DRYWALL. , b. APPLY SEALANT BETWEEN CRACKS AND SEAMS. 16. PACKAGED HEATING/COOLING EQUIPMENT(PTACs):REDUCE LEAKAGE BETWEEN APARTMENT AND q�F F1E Ny0 2 ROOF FRAMING DETAILS 5 SHED ROOF DETAIL 8 FLOOR TRUSS RIM CLOSURE 11 SET-BACK RIM JOIST WALL CAVITIES/OUTDOORS. O a. APPLY SEALANT BETWEEN SLEEVE AND AND FRAMING. EEBA FIG. 11.47 EEBA FIG. 11.28 EEBA FIG. 11.21SCALE: _ , EEBA FIG. 11.22 _ L 1 -1-0' SCALE:1 -1-0' b. APPLY SEALANT BETWEEN SLEEVE AND DRYWALL. issued date description 17. RECESSED LIGHTING:REDUCE LEAKAGE BETWEEN ATTIC/FLOOR CAVITIES AND APARTMENTS 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. SHEATHING TAPE CONTINUOUS MANNER PAST DECK LEDGER ADHESIVE MEMBRANE STRIP (TOP FRAMING 18. DOOR LATCH HOLE:REDUCE LEAKAGE BETWEEN WALL CAVITIES AND APARTMENTS EDGE TAPED TO SHEATHING WITH �- a. APPLY SEALANT/EXPANDING FOAM AT DOOR STRIKE. CAVITY INSULATION 1.6" SHEATHING TAPE) BEAD OF ADHESIVE BEAD OF ADHESIVE FLASHING RIGID INSULATION SEAMS SLOTTED ANCHOR CONTINUOUS BEAD OF DRYWALL FOIL FACED OR EXTRUDED ADHESIVE MEMBRANE TAPEDPRIOR TO NON-BEARING WALLSLS INSTALLATION OF ADHESIVE REQUIRED HERE POLYSTYRENE RIGID STRIP OVER STEP INSULATIONFLASHING ( TOP EDGE DRAINAGE CAP o DECK/LEDGER FRAMING 0 KICKOUT ENDPIECE TAPED TO SHEATHING W/ o SHEATHING TAPE) HANGER - STEP FLASHING, TYP. CONTINUOUS VAPOR + O USE SHIPLAPPED SHEATHING LEDGER ATTACH WITH BARRIER o IF AVAILABLE,OTHERWISE ANCHOR BOLTS TO CLIPS MAY ALSO BE USED USE MASTIC OR ADHESIVE BLOCKING/FLOOR SEALANT STRUCTUR SHEATHING TAPE CONTINUOUS BEAD OF _ ADHESIVE MEMBRANE STRIP DRYWALL ADHESIVE ROOFING PAPER TURNEDtitle REQUIRED HERE UP AT WALL FLASHING ADHESIVE MEMBRANE CAP TYPICAL DRYWALL CLIPS TRUSS UPLIFT PATCH FRAMING & A I R DO NOT INSTALL CEILING DRYWALL ADHESIVE OR CEILING DRYWALL SCREWS/NAILS CLOSER THAN 18"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 -+ drawn by: --- AROUND JOIST OVER HANGER checked by: --- 3 DRYWALL CLIPS & SLOTTED ANCHOR K'_6CEILING 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'-0" EEBA FIG. 16.4 EEBA FIG. 2.23 SCALE:V=1'-0° EEBA FIG. 2.25 SCALE:1"=1'o" scaled inch Q o sheet number U O U z BUILDING C 00 @ H A7 . 01 4+ 0 N SEAL DRYWALL TO FIRST SEAL AROUND ROUGH .`t STUD IN THE WALL (SEE CEILING DRYWALL •. OPENINGS OF WINDOWS • AND DOORS FIGURE 16.7) V CONTINUOUS SEALANT, EXTERIOR WALL ADHESIVE OR GASKET CONTINUOUS SEA ET DRYWALL ADHESIVE ON �. SEALANT, INTERIOR WALL ADHESIVE OR GASKET AT AROUND OPENINGS AT SEAL ALONG TOP PLATES BOTH SIDES OF FIRST TOP PLATE EXTERIOR • EXTERIOR ON EXTERIOR WALL i INTERIOR STUD CLIPS INSTALLED BY SINGLE HEADER FRAMER OR DRYWALLER AIR SEALS (CAULKING, PREFERRED. LOCATE TO ADHESIVE OR GASKET END STUD OF ADJOINING EXTERIOR OF WALL TO ) WALL PERMIT INSULATING FROM BEATTY HARVEY COCO INTERIOR TO MINIMIZE DRYWALL CLIPS A R C H I T E C T S , L L P GYPSUM BOARD CRACKING l NEW YORK MARYLAND DUE TO W000 SHRINKAGE I EXTERIOR WALL A--�-- 1300 Walt Whitman Road, New York, 11747 INSTALL THIS PANEL FIRST INTERIOR PARTITION HELD BACK FROM iA p: (631)300-1010 LOAD BEARING WALL -t- - AGAINST CLIP SUPPORT EXTERIOR WALL 1" TO ALLOW N INSTALLATION OF EXTERIOR WALL owner/developer INSTALL THIS PANEL �.� DRYWALL PAST INTERIOR PARTITION Conifer Realty AGAINST OTHER SIDE 1000 University Avenue Suite 500 Rochester, NY 14607 I 585.324-0500 SHEATHING CONTINUOUS SEALANT, \ CLIP ALTERNATE: ADHESIVE OR GASKET AT '. DRYWALL CONTINUOUS civil engineer BOTTOM PLATE EXTERIOR SEAL ALONG TOP PAST INTERSECTING USE 1X4 WOOD SUPPORTS PLATES ON EXTERIORINTERIOR PARTITION LKMA \ DRYWALL IN LIEU OF CLIPS SEAL G INSIDE OF BOTTCM OF 437 &405 WALL — — ST STUD IN INTERIOR WALLSouth Country Road ( BOTTOMS OF WINDOWS & DOOR Brookhaven, NY 11719 PARTITIONS SEAL AT TOP SEE FIGURE 16,7) OR HOLD BACK OPENINGS SHOULD BE THROUGH 631.286.8668 0 PLATE WHERE ADJACENT FIRST STUD TO PASS DRYWALL ��' �` WALL FLASHED DRYWALL ADHESIVE AT TO AN UNCONDITIONED BEHIND STUD (SEE FIGURE 16.8) CEILING INSULATION EXTERIOR RIGID INSULATION IS SEALED TO EXTERIOR OF WALL FRAMING AT SPACE (SEE FIGURE 16.8) BOTTOM & TOP OF STUD DRYWALL AD ESIVE AT m.e.p. &f.p. TOP PLATES, BOTTOM PLATES AND AROUND OPENINGS. BOTTOM PLATE & TOP TAPED JOINT M/E Engineering, P.E. ADHESIVE Street (CAULKING, Q 150 North Chestnut 0 HEADER IS NEEDED ABOVE WINDOW OPENING IF WALL IS LOAD BEARING USE CAUTION WHEN INSTALLING DRYWALL AT GASKETS OR PLATE AIR SEAL (CC GASKET) Rochester,Chestnut USE OF CLIP SU ZT FOR GYPSUM BOARD RES LTS IN SINGLE HEADER RATHER THAN DOUBLE HEADER PREFERRED, SIZED OVER POLYETHYLENE SO THAT GASKETS ARE NOT MO\'ED 58, NY 14604 115590 CRACKING FLOATING CORNERS & SIGNIFICANTLY LESS DRYWALL APPROPRIATELY FOR LOAD. OUT OF POSITION OR POLYETHYLENE IS NOT CUT OR -ED GASKET CAN BE USED IN PLACE OF SEALANTS OR ADHESIVES, structural engineer 13 INSULATED HEADERS 16 EXTERIOR AIR SEALING DETAIL 19 INTERIOR AIR SEALING DETAIL 22 AIR SEALING DETAIL 25 AIR SEALING DETAIL TDM Consulting Engineering 550 North County Road,Suite E 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 2 SILL FLASHING CONTINUOUS SEAL TO PERIMETER OF NORTH C� OPENING AT A POINT TO ASSURE •�_ � CONTACT W/BACKSIDE OF MOUNTING r DRYWALL CAULKED,GLUED OR FLANGE. GASKETED TO TOP PLATE DRAINAGE PLANE C� - O IMS TION IS COMPRESSED BOTTOM PLATE CAULKED OR GASKETED AA TO SUBFLOOR /� OCREATI VOIDS WHEN INSET / STAPLING IS USED DRYWALL CAULKED OR GASKETED TO BOTTOM PLATE 16" EXTEND FLASHNG HORIZONTALLY 16 HEAD FLASHING WITH 4" MIN HORIZONTAL LAPS INCHES TO PROJECT BEYOND DRIP EDGE INSTALLED INSTALL DRAINAGE PLANE _ VERTICAL JAMES FLASHING APPLIED OVER NAILING SUBFLOOR GLUED, CAULKED OR GASKETED 1 f TO RIM JOIST/RIM ENCLOSURE AA LATER OVER HEAD FLASHING & FLANGE OVER TOP OF NAIL-ON HEAD DRAINA E N 3RD FLANGE OF WINDOW FRAME project �, _DRYWALL COU AULKED,GLUED OR GASKETED VINEYARD VIEW TO TOP PLATE SILL FLASHING FOLDED OVER BOTTOM KPAFT F FOIL FACING RIM JOIST/RIM CLOSURE CAULKED OR OF ROUGH OPENING & UP JAMB, VCID GASKETED TO SUBFLOOR ^, RETURN OVER JAMB AND SILL 4" BOTTOM PLATE CAULKED OR GASKETED TO TOP PLATE MINIMUM. FASTEN TOP EDGE OF✓12" MINIMUM WINDOW FLASHING BUT DO NOT DRYWALL CAULKED OR GASKETED TO BOTTOM PLATE DRAINAGE FASTEN THE LOWER 1-1/2" SO THE DRAINAG County Road 48 PLAN FIRST DRAINAGE PLAPJ MAY BE SLIPPED UP SHIM & ADJU WINDOW TO ACHIEVE COU Greenport, NY 11944 COURS & UNDER THE FLASHING SQUARE, PLUMB & LEVEL CONDITIONS. USE SLIP DRAINAGE PLANE 1ST P SUBFLOOR GLUED, CAULKED OR GASKETED TO COURSE UNDER JAMB seal 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 ACE STAPLING IS RECOMMENDED RIM JOIST/RIM ENCLOSURE CAULKED OR INSTALL WINDOW WINDOW SILL �RE�ASC DIRECTION FROM EVERY CORNER SECURE 'L WHERE FACED BATT INSULATION IS GASKETED TO SILL PLATE INSTALL HEAD FLASHING ( IF NECESSARY ME WINDOWS ARE MANUFACTURED WITH AN �5 �plE WINDOW AROUND FRAME OPENING WITH • Co Cl)INSTALLED SILL PLATE INSTALLED INSTALL DRAINAGE PLANE SHINGLE FASHION FROM BOTTOM TO INTERNAL HEAD FLASHING ( SELF FLASHED) EQUIVALENT OF 6d FASTENERS AT 16" 0.C. DRAINAG N 1RST � O OVER SILL GASKET UNDERSIDE OF OPENING HOWEVER THESE SELF FLASHED WINDOWS CAN MINIMUM. SEAL PENETRATIONS INTO COU DOORS WITHOUT FLANGES SEALED TO JAMB AND TYPICAL WINDOWS NOTE: INSTALL REMAINDER OF DRAINAGE PLANE SHINGLE FASHION EXPERIENCE LEAKAGE AT UPPER CORNERS DUE WATERPROOFING WINDOWS/ FROM UNDERSIDE OF OPENING TO WALL OVER SIDE WINDOW LACK OF FLASHING EXTENSION BEYOND ( ) SILL FLASHING AROUND OPENING WITH SEALANT OVER TO SHADED COMPONENTS DESIGNATE AIR FLOW RETARDER AFTER INSTALLATION, SEAL ALL BACKER ROD SYSTEM FLANGE WINDOW OPENINGS. THESE CORNERS TYPICALLY CORNERS OF MECHANICALLY JOINED WINDOWS/DOORS WITH FLANGES TYPICALL'( INSTALLED IN BED NEED ADDITIONAL SEALING. FRAMES TO SEAL FRAME SEAM JOINTSq�c� 021422 yOQ� AIRTIGHT DRYWALL APPROACH OF SEALANT BETWEEN FLANGES AND JAMB & SILL FLASHING OF NE`N 14 FACE STAPLING VS. INSET STAPLING �17INT. AIR BARRIER USING DRYWALL/FRAMrio__N�SILL23 WINDOW INSTALLATION 26 DRAINAGE PLAN APPLICATION FLASHING DETAIL i L issued date description EE13A FIG. 15.1 EEBA FIG. 2.4 EEBA FIG. 2.4 p EEBA FIG. 3.3 EEBA FIG. 2.4 FLUID-APPLIED WATERPROOFING SEALANT, ADHESIVE OR ' 1 03/15/19 Issued for Construction OVER CEMENT BOARD, COATING GASKET INTERIOR WALL ENTIRE SURFACE BLOCKING POSITIONED SO EXTENDING TO ' DRYWALL CAULKED, GLUED OR SEALED TO TOP PLATE THAT TUB FLANGE JUST N EXTERIOR WALL TILE APPLIED WITH CATCHES BOTTOM EDGE EXTERIOR SHEATHING CAULKED, GLUED OR SEALED THINSET OVER FLUID EXTERIOR WALL THIN PROFILE STRUCTURAL CORNER B AD EDGE SUPPORT STUDS TO TOP PLATE APPLIED WATERPROOFING CLADDING SHEATHING EXTENDS UP FOR THIN P OFILE STRUCTURAL TAPED OR SEALED JOINTS IN EXTERIOR SHEATHINGBAD OF ADHESIVE SEALS TILE WALL TO TOP PLATE SHEATHING EXTERIOR SHEATHING CAULKED, GLUED OR BACKING TO THIN PROFILE CONTINUOUS BEAD OF I SEALED TO BOTTOM PLATE STRUCTURAL SHEATHING S A ANT OR ADHESIVE SEALANT ADHESIVE OR i SILICON SEALANT THIN PROFILE STRUCTURAL GASKET F ; (LEAVE WEEP OPENING SHEATHING S DRAFTSTOP BEHIND SOLID BLOCKING AS DRAFTSTOP TO DRAIN VOID SPACE) TUB CONTINUOUS UP WALL (SEAMS/JOINTS SEALED WITH F ADHESIVE OR SEALANT. BLOCKING EXTERICR SHEATHING CAULKED, GLUED OR / RIGID INSULATION EXTENDS FULL LENGTH OF SEALED TO TOP PLATE THIN PROFILE STRUCTURA HEATHING AS BULKHEAD AND ENDS AS DRAFTSFO BEHIND TUB ( CONTINUOUS BEAD OF THIN PROFILE APPROPRIATE TAPED DR SEALED JOINTS IN EXTERIOR SHEATHING � SEALANT OR ADHESIVE STRUCTURAL � TAPED DR SEALED JOINTS IN EXTERIOR SHEATHING C NTINUOUS BEAD OF FLAT BLOCKING SHEATHING AS GYPSUM BOARD JOINT S LANT OR ADHESIVE SOFFIT & SOFFIT GYPSUM TAPED SEALED PRIOR TO SOFFIT title BEHIND TUB BOARD INSTALLED AFTER CONSTRUCTION DRAFTSTOP / i EXTERICR SHEATHING CAULKED, GLUED OR EA ANT, ADHESIVE OR PRIMARY GYPSUM BOARD SEALED TO BOTTOM PLATE TYPICALGASKET CONTINUOUS UP ADHESIVE------ SEALANT, ADHESIVE OR WALL INSTALLATION EXTERICR SHEATHING CAULKED, GLUED ORSEALANT GASKET FRAMING & A I R SEALED TO SILL PLATE INTERIOR SOFFIT CONSTRUCTED AFTER GYPSUM SEALANT, ADHESIVE OR BOARD INSTALLED SEALING DETAILS I TUB FRAMING SECTION GASKET THIN PROFILE IT SOFFIT FRAMED AFTER GYPSUM BOARD INSTALLATION STRUCTURAL SUBFLOOR CONTINUOUS BEAD J BOTTOM PLATE IN ORDER TO PROVIDE AIR FLOW RETARDER SILL PLATE INSTALLED OVER SILL SEALER FLAT BLOCKING ALLOWS CAVITY INSULATION TO BE SHEATHING OF SEALANT OR OF EXTERIOR CONTINUITY INSTALLED BEHIND TUB DRAFTSTOP ADHESIVE AT WALL NOTE: CEMENT BOARD TILE BACKING IS RECOMMENDED IN CONTINUOUS BEAD BOTTOM PLATE & SHADED COMPONENTS DESIGNATE AIR FLOW RETARDER PLACE OF GREEN BOARD OF SEALANT OR SIDES OF STUDS + drawn by: SYSTEM CEMENT BOARD IS NOT WATERPROOF. IT MUST BE ADHESIVE CORNER BEAD EDGE checked by: COATED WITH A FLUID APPLIED WATERPROOFING SUPPORT FOR THIN U° SEALANT, ADHESIVE PROFILE STRUCTURAL OR GASKET scale: SEALING & 15 EXT. AIR BARRIER @ EXT. SHEATHING 18 TUB FRAMING SECTION SHEATHING �24TUB FRAMING ELEVATION27 INTERIOR SOFFIT DETAILS 21 TUB FRAMING PLAN project number: 10002 Q EEBA FIG. 3.5 EEBA FIG. 11.30 EEBA FIG. 11.31 EEBA FIG. 11.32 EEBA FIG. 11.37/11.38 scaled inch 0 7711111 o sheet number U BUILDING C Z 0 m m O + + + + + -I + A7e02 T S 4H I ZiN o ROOF FLASHING .' BRICK VINYL ALUMINUM WOOD & SOLID BLOCKING AS STUCCO CLADDINGS-ALL ARE DRAFTSTOP INHERENTLY PRONE TO RAINWATER DID) LEAKAGE & SHOULD BE CONSIDERED POROUS a > .,,�, . y ..�. ��aD INSULATION PILLOW 9CUT BATT WINDOWS & DOORS INSULATION SLIGHTLY OVERSIZED B EATTY HARVEY COC O SHOULD BE CONSIDERED & PLACE IN PLASTIC BAG A R C H I T E C T S , L L P POROUS TO RAIN CREATING A PILLOW VENT STACK NEW YORK I MARYLAND U W A 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 A p: (631)300-1010 RAINWATER DRAINAGE PLANE BOARD GWB ( TO INTERIO owner/developer FLASHING INSTALLED AT FACE) CONCRETE SLAB ��- 1000 UniversitCOenf Conifer ReC1uite 500 PENETRATIONS POLYETHYLENE VAPOR Rochester, NY 14607 DRAINAGE PLANE WRAPPED BARRIER 585.324-0500 AROUND PENETRATIONS & FOAM SEALANT AROUND GRANULAR DRAINAGE OPENINGS ALL PIPE PENETRATIONS GASKET/ WEATHERSTRIP PAD (COURSE I THROUGH RIM CLOSURE RIM CLOSURE CASING/TRIM INSTALLED OVER ATTACHED TO HATCH GRAVEL, NO FINES) civil engineer GYPSUM BOARD OVERLAP O PERFORATED DRAIN LKMA OPENING " TO PROVIDE LIP FOR '--,PIPE ADDED TO "T" South Country Road PANEL TO SIT SEALANT AT IN ORDER TO Brookhaven, NY 11719 FLASHING AT BASE OF EXTERIOR WALL ALL SLAB COUPLE SUBSLAB 631.286.8668 WALL TO RAINWATERRECT TO EXTERIOR INTERIOR WALL PENETRATIONS VENTSUE STACKFIELD TO m.e.p. &f.p. INTERSECTING WITH SOIL GAS VENTILATION SYSTEM EXTERIOR WALL M/E Engineering, P.E. GRANULAR DRAINAGE PAD DEPRESSURIZED B Street B THIS APPROACH MAY ELIMINATE THE NEED FOR ADDITIONAL BY ACTIVE FAN LOCATED IN ATTIC OR BY + Rochester,150 North Chestnut ut 14604 BATT INSULATION TO INTERIOR INTERIOR SOFFIT FOOTPRINT AGAINST EXTERIOR WALL PASSIVE STACK ACTION OF WARM VENT 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 N �31RIM PENETRATION DETAIL TDM Consulting Engineerin?28 DRAT AGE PLANE34 ATTIC ACCESS DETAIL 37 INTERIOR SOFFIT DETAIL 4o RADON VENT DETAIL 550Nort Saint)James, NY 117 Saint James, NY 11780 SCALE:1"=1'-0" EEBA FIG. 13.1 EEBA FIG. 11.44631.686.5234 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 SEALANT APPLIED ELECTRICAL WIRES ADHESIVE OR SEALANT) OF OPENING, EXTEND BEYOND TO ALL JOINTS TRUE SILL FLASHING & ABOVE: WHERE MASTIC OUTSIDE FRAME CAULK/SEAL/FOAM AROUND ALL PIPES OR NORTH HEAD FLASHING WILL INTERSECT. BLOCKING ELECTRICAL WIRES PENETRATING INTO ATTIC CLAP JAMB FLASHING OVER TOP SPACES OR OTHER INSULATED CEILINGS C I OF SILL FLASHING LEAVING CUT HOLES SUFFICIENTLY BOTTOM EDGE UNATTACHED. LARGER THAN 1 PE TO MINIMU WALL SHEATHING ALLOW INSTALLATION ION OF O 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 GASKET SOME JURISDICTIONS EXTERIOR WALL BOOT) OR EXPANDING FOAM C-AIR HANDLER AIR SEALING MASTIC project UTILITY CHASE FLUE PIPE VINEYARD VIEW • OSB OR PLYWOOD HIGH TEMPERATURE TWO HALVES OF FIRESTOP KEEP PLUMBING PIPES D 16" MINIMUM B-RIGID DUCT SEALING SEALANT o o ' NAILED IN F'LACE OUT OF EXTERIOR WALLS _1D / MASTIC e o County Road 48 N ( o o INTERIOR PLUMBING WALL Greenport, NY 11944 12" MINIMUM \ CAULK/SEAL/FOAM ALL PIPES PENETRATING seal FOLD JAMB FLASHING INTO VENTED CRAWL SPACES OR INTO GARAGES BRED ARC AROUND SIDE OF ROUGH SEALANT OPENING AND OVER y� DRAINA LAN 1RST LOCATING PLUMBING PIPES C?� JP�C 0 LAN UPTURNED SILL FLASHING C�FO CO WHERE CONNECTIONS ARE MADE TO TOILETS, PEDESTAL SINKS & � �P � 6 ,A CEILING GYPSUM BOARD EXPOSED PIPING, CHROME PLATED OR OTHER SURFACE FINISHED � THIS APPROACH MAY ELIMINATE THE NEED FOR ADDITIONALMATERIALS SHOULD BE CONSIDERED FOR AESTHETIC REASONS BATT INSULATION TO INTERIOR A-FLEX-TAKE OFF FROM RIGID AIR SEALING SEALANT, ADHESIVE OR SEALANTS SHOULD BE FLEXIBLE, NON-HARDENING DOUBLE WALL FOR UTILITIE GASKET �FOF NES 29 JAMB FLASHING DETAIL32 DUCT SEALING DETAIL35 FLUE DETAIL38 PLUMBING PIPE DETAIL41 CHASE DRAFTSTOPPING DETAIL EEBA FIG. 2.4 EEBA FIG. 12.12-.14 EEBA FIG. 11.36 _ + issued date description SCALE:1 -1-0" EEBA FIG. 13.2 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 CAULK/SEAL/FOAM ALL SOLID BLOCKING AS it RATED SEALANT AS PER DRYWALL ° ELECTRICAL WIRES PENETRATING DRAFTSTOP ELECTRICAL CODE TOP & BOTTOM PLATE OF (SEAMS/JOINTS SEALED REQUIREMENTS NAILING FLANGE SPECIAL AIR SEALING BOX STANDARD ELECTRICAL BOX INSIDE EXTERIOR WALL WITH ADHESIVE OR SPECIAL AIRTIGHT BOXRUN WIRING ALONG SIDE OF SEALANT) 0 CONDUIT SEALED INSIDE & F--I-- 0 WHERE IT PENETRATES CONTAINING STANDARD BOXES STUD AT EXTERIOR WALL 0 0 SUPPORT SHEATHING POLYETHYLENE AIR BARRIER CAULK/SEAL/FOAM ALL ELECTRICAL WIRES PENETRATING SEALANT ADHESIVE OR SEALANT, ADHESIVE OR GASKET GASKET 0 RATED SEALANT AS PER CAULK AT ALL WIRE INTO EXTERIOR WALL ELECTRICAL CODE PENETRATIONS SEALANT OR ADHESIVE:ix �SEALANT OR ADHESIVE p 00 REQUIREMENTS RUN WIRING ALONG BOTTOM title 0 0 SEAL FACE TO DRYWALL W/ JOINT CONVENTIONAL METAL OR PLATE AT EXTERIOR WALL TYPICAL DROPPED CEILING - DUCTWORK COMPOUND OR WITH CAULKED FOAM PLASTIC FRAMING COVERPLATE GASKET SPECIAL AIR SEALING SUPPORT SHEATHING o STANDARD PLASTIC INTERIOR WALL INSERT EXTERIOR WALL FRAMING & AIR 0 ELECTRICAL BOX �.- � o 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 o RUN LOW VOLTAGE WIRES IN PLASTIC CONDUIT TO ALLOW FOR CAULK AT ALL OPENINGS FUTURE UPGRADE OR SERVICE THROUGH THE CENTER OF INSULATED CAVITIES TO MINIMIZE INSULATION + drawn by: --- • 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: --- HOLES THROUGH PLATES scale: AS NOTED J J 3o DROPPED CEILING DETAIL33 ELECTRICAL PANEL DETAIL �36ELECTRICAL BOX DETAIL 39 ALT. ELECTRICAL BOX DETAIL �42ELECTRICAL WIRE SEALING project number: 10002 EEBA FIG. 11.39 scaled inch Q EEBA FIG. 14.1 EEBA FIG. 14.2 EEBA FIG. 14.3 sheet number 0 U O BUILDING C } H4HA7e03 1T- GI + + 5 6 7 8 9 I Ipip "I o ,. M ClO BACK OF BATT SPLIT PROPERLY AROUND WIC CAVITY INSULATION JOINT BETWEEN BOOT & SUBFLOOR SEALED W/ MASTIC OR FIBERGLASS MECH & MASTIC OR CAULK BEATTY HARVEY COCO FLOOR BOOT AIR SEALING ARCHITECTS , L L P MASTIC NEW YORK I MARYLAND MASTIC 1300 Walt Whitman Road, New York, 11747 JE p: (631)300-1010 GAP FROM COMPRESSED owner/developer ll 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 FIBERGLASSg MECH & MASTIC OR CAULK CAVITY INSULATION civil engineer 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. R 150 North nut Street Rochester, NY 4604 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 DETAIL �46WIRING IN BATT INSULATION Saint James, NY 11780 631.686.5234 EEBA FIG. 12.15-.17 EEBA FIG. 15.2 key TRUE NORTH PLUMBING VENT RUBBER GASKET STAPLES CUT HOLE IN GASKET T_e_ JUST SMALLER THAN PIPE AULK OR SEALANT - - 0 O 0 project SEALANT BETWEEN GASKET VINEYARD VIEW \ & PLATE ' WALL TOP PLATE - D County Road 48 Greenport, NY 11944 PREFABRICATED ROOF VENT PIPE FLASHING CAN BE ADAPTED TO USE AS seal AIR-SEALING GASKETS 'o DAgL, AZ y0Q� OF NES 44 ROOF VENT PIPE FLASHING E 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 F +F 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: --- scale: AS NOTED 45 TRANSFER GRILL DIAGRAM project number: 10002 Q EEBA FIG. 12.26 scaled inch o sheet number U O U z BUILDING C @ + + + 6+ + +8 A7004m DOOR SCHEDULE 2'-6" 2'-6" 2'-0" 2'-0" TYPE ROOM NAME DOOR DOOR FRAME FIRE HARDWARE WIDTH HEIGHT THICKNESS MATERIAL MATERIAL HEAD JAMB THRESHOLD RATING SET REMARKS 0 3 . i . Al ENTRY 3 0 6'8' 1 /' FIBERGLASS FIBERGLASS H3 J3 T3 NONE 511 *CLASSIC-CRAFT AMERICAN STYLE COLLECTION CCA1127-DDBF4 BY THERMA TRU OR EQUAL INTERIOR ENTRY 3'-0" 6'-8" 134" HC MOLDING WD H1 A T9 NONE 301 B EAT TY^ H A R V E Y COC O / I *SERIES SGD5570 IMPACT VINYL SLIDING GLASS DOOR A R C H I T E C T S , L L P DECK 6'0" 6'8" 134" VINYL VINYL H4 J4 T4 NONE 901 BY PGT INDUSTRIES OR EQUAL NEW YORK I MARYLAND PATIO 6'-0" 6'-8" 1%" VINYL VINYL H9 J9 T11 NONE 901 *SERIES FD5555 IMPACT VINYL FRENCH DOOR BY PGT INDUSTRIES OR EQUAL*ANSI 2009 COMPLIANT SILL 1300 Walt Whitman Road, New York, 11747 °O °OIU p p: (631)300-1010 LJ� U /L `D U � © UTILITIES T-0" 6'-8" 134" INSUL.H.M. H.M. H3A J3A T3 NONE 734 owner/developer UTILITIES (2)3'-0" 6'-8" 1 34" INSUL.H.M. H.M. H3A J3A T3 NONE 774 Conifer Realty \ OE BEDROOM 3'-0" 6'-8" 1%" HC MOLDING WD H1 A T61T9 NONE 401 1000 University Avenue Suite 500 Rochester, NY 14607 BATHROOM 3'-0" 6'-8" 13/" HC MOLDING WDH1 J1 T2 NONE 401 585.324-0500 BULK STORAGE 3'-0" 6'-8" 1%" HC MOLDING WD H1 A T9 NONE 301 OH MECH.CLOSET 2'-6" 6'-8" 13/" HC MOLDING WD H1 A T9 NONE 701 civil engineer LKMA J1 COAT CLOSET 3'-0" 6'8" 1%" HC MOLDING WD H1 A T9 NONE 301 437 &405 34" 2'-6" 1 � 54" � 2'-0" � 4'0" � J2 COAT CLOSET (2)2'-6" 6'-8" 13/" HC MOLDING WD H1 A T9 NONE 261 South Country Road Brookhaven, NY 11719 J3 COAT CLOSET 2'-6" 6'-8" 1%" HC MOLDING WD H1 A T9 NONE 301 631.286.8668 K1 CLOTHES CLOSET 3'-0" 6'-8" 1%" HC MOLDING WD H1 A T9 NONE 301 m.e.p. &f.p. A2 OE OF (G D, J1 K1 OH J3 J2 © O K2 CLOTHES CLOSET (2)2'-0" 6'-8" 13/" HC MOLDING WD H1 A T9 NONE 261 M/E Engineering, P.E. © LINEN CLOSET 2'-0" 6'-8" 1 8 HC MOLDING WD H1 J1 T9 NONE 301 150 North Chestnut Street Rochester, NY 14604 585.288.5590 DOORNOTES• structural engineer K'2_'�� INTERIOR DOOR TYPES CONTRACTOR TO PROVIDE ALL LABOR,MATERIALS, EQUIPMENT,AND SERVICES REQUIRED TO PERFORM WORK, TDM A8.00 Consulting Engineering SCALE: 112 - 1 -0 INCLUDING BUT NOT LIMITED TO THE FOLLOWING: County iE Saint James, NY 11780 REFER TO THE FOLLOWING SPECIFICATIONS FOR ADDITIONAL INFORMATION: 631.686.5234 IMPACT VINYL SLIDING DOOR 3'-7" 6'7" 6'-T 3'-7" 6'-7" -IMPACT VINYL SWING DOOR \ -HOLLOW METAL DOORS AND FRAMES -FINISH HARDWARE -FLUSH WOOD DOORS key TRUE HARDWARE NORTH 1. ALL DOOR HARDWARE SHALL BE PROVIDED AND INSTALLED BY CONTRACTOR U.O.N. C I // \ / / \ 2.CONTRACTOR SHALL COORDINATE ALL KEYING WITH OWNER. BUILDING TO BE SUPPLIED WITH A MASTER KEY SYSTEM. 3.ALL HARDWARE TO BE INSTALLED PER ANSI&ADA STANDARDS. DOORS(HOLLOW CORE WOOD&HOLLOW METAL)co O 1.ALL DOORS SHALL BE PROVIDED AND INSTALLED BY CONTRACTOR U.O.N. to co CD 0 co to ED \ / ED 2.THE CONTRACTOR SHALL PROVIDE PROTECTION FOR ANY AND ALL DOORS INSTALLED PRIOR TO Oo \ \ / SUBSTANTIAL COMPLETION.PROTECT FROM ANY DAMAGE BY TRADESMEN OR OTHER WORK BEING DONE THROUGHOUT THE BUILDING. 3.ALL NON-RATED STANDARD WOOD DOORS TO BE HOLLOW CORE(H.C.W.) \ \ / 4.ALL WOOD DOORS SHALL BE PRE-FINISHED. FINISH TO BE SELECTED BY THE ARCHITECT. o ALL WOOD DOORS(FLUSH AS WELL AS PANEL DOORS)ARE TO HAVE MATCHING SPECIES AND FINISH. 5.ALL H.M.DOORS ARE TO BE FACTORY PRIMED AND FIELD PAINTED. COLOR TO BE SELECTED BY ARCHITECT, project 6.ALL EXTERIOR GLAZED DOORS WITHIN 30'OF GRADE SHALL MEET THE REQUIREMENTS p VIEW OF THE LARGE MISSLE TEST OF ASTM E 1996. VINEYARD VIE W T-0" Yz' �� 6'-0" /z '/z' 6'-0" /z' /z' T-0" 12' 6'-0" �'/z' FRAMES(WOOD&H.M.) =� 'r 1.ALL DOOR FRAMES SHALL BE PROVIDED AND INSTALLED BY CONTRACTOR U.O.N. +D 2.THE CONTRACTOR SHALL PROVIDE PROTECTION FOR ANY AND ALL DOOR FRAMES INSTALLED PRIOR TO County Road 48 SUBSTANTIAL COMPLETION. PROTECT FROM ANY DAMAGE BY TRADESMEN OR OTHER WORK BEING DONE Greenport, NY 11944 THROUGHOUT THE BUILDING.DAMAGE FRAMES WILL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT A1) B1 B2 © O THE CONTRACTOR EXPENSE. seal 3.ALL WOOD FRAMES SHALL BE FACTORY PRIMED.ALL FRAMES TO BE FIELD FINISH PAINTED. 4.ALL H.M.FRAMES ARE TO BE FACTORY PRIMED AND FIELD PAINTED. COLOR TO BE SELECTED BY OWNER. ED 5. C, 5.ANY H.M.FRAMES THAT ARE ANCHORED WITH A PUNCH&DIMPLE SHALL BE FILLED PRIMED AND PAINTED FLUSH TO FRAME SURFACE. 0 1 EXTERIOR DOOR TYPES 6.ALL INTERIOR APARTMENT DOOR FRAMES TO RECEIVE WOOD TRIM ON BOTH SIDES PRIMED AND PAINTED A&00 SCALE: 112" = 1'-0" * I ,l q 021422 T AO FOF NE`N F, E issued date description 1 03/15/19 Issued for Construction title DOOR SCHEDULE & TYPES drawn by: --- checked by: --- o_ scale: AS NOTED N U project number: 10002 v scaled inch Q o sheet number U O U z BUILDING C m O H 1I- 1 4+- j 6T l g H A8e00 N M O AD ® E sY „ +' BEATTY HARVEY COCO A R C H I T E C T S , L L P NEW YORK I MARYLAND 1300 Wait Whitman Road, New York, 11747 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 EDGE WITH KYNAR 500 civil engineer FINISH,MINIMUM 4"UP SIDING, LKMA 437 &405 South Country Road Brookhaven, NY 11719 5/4 x 3X"HARDIE TRIM BOARD 631.286.8668 HOLLOW METAL DOOR m.e.p. &f.p. HEADER WITH RIGID INSULATIO AL ROP SE PER SCHEDULE DROP L 150 North Chestnut Street M/E Engineering, P.E. 1 l VINYL IMPACT FRENCH DOOR o 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 a' AREAS OR STAIRS TDM Consulting Engineering 550 North County Road,Suite E HEADER WITH RIGID INSULATION Saint James, NY 11780 PER SCHEDULE 631.686.5234 THRESHOLD T-10 CONCRETE TO VRFNCT HOLLOW METAL DOOR DROP SEAL key PEMKO 360 �C TRUE ALUM.SADDLE NORTH THRESHOLD-PEMKO 1665 ° .032"20GA.ALUMINUM CONTINUOUS - BREAK METAL DRIP _J n EDGE WITH KYNAR 500 FINISH,MINIMUM 4"UP SIDING. 514 x 3Y"HARDIE TRIM BOARD ° VINYL PLANK OR VCT O VINYL IMPACT FRENCH DOOR _ HEADER JAMB J-7 THRESHOLD T-9 0 ° 2X6 WOOD STUD PARTITION = VRFNCT TO VRFNCT INSULATED LOW-E GLASS PER SPEC. VINYL IMPACT SCHLUTER EDGE ALUM.DOOR FRENCH DOOR PROTECTION- project TYPE SCHIENE 6"DEEP ANSI SLOPED VINYL PLANKS APPR VE E THRESHOLD NOT TO VINEYARD VIEW LNING ROOMS APPROVED EQUAL EXCEED 112"(PEMKO 256 CONTINUOUS ALUMINUM OR APPROVED EQUAL) CONCEALED FLASHING, TILEASPER MACHINE SCREW TYPICAL. FASTENER AND (PATIO) SCHEDULE THREADED ANCHOR D, .. INSERT �_THRE HOLD SOLID -THRES TGROUTAHRESHOLD County Road 48 INSULATIONAT INSULATION AT Greenport, NY 11944 ti THERMAL BREAK;SEE r 5: '; ::. .S: THERMAL BREAK;SEE WALL SECTIONS WALL SECTIONS seal ED AR THRESHOLD T-11 THRESHOLD T-8 EXTERIOR-PATIO EXTERIOR-STOREFRONT V.I.F. - .. SEE W.F. FLOOR - SEE J � PLAN PLANS X21422 W WOOD FRAMING 2x4 WOOD FRAMING-- TF OF NES O CONTINUOUS SOUND - I .032"20GA.ALUMINUM COBTINUOUS ATTENUATION INSULATION BREAK METAL DRIP .032"20GA.ALUMINUM CONTINUOUS IF REQUIRED SEE j SEE PARTITION TYPE EDGE WITH KYNAR 500 BREAK METAL DRIP 2x4 WOOD FRAMIN issued date description IE PARTITION TYPE I (1)LAYER 518"TYPE'X' ORD 518"GYPSUM EDGE WITH KYNAR 500 BOARD(BOTH SIDES) FINISH,MINIMUM 4"UP SIDNG. FINISH,MINIMUM 4"UP SIDING. 2x6WOOD FRAMING CONTINUOUS SOUND GYPSUM BOARD SEE STRUCTURAL ATTENUATION INSULATION IF (BOTH SIDES) DRAWINGS FOR CONTINUOUS ALUMINUM CONCEALED R-20 BATT INSULATIO REQUIRED SEE PARTITION SEE STRUCTURAL DOOR HEADER COUNTER FLASHING,TYPICAL. TYPE 1 03/15/19 Issued for Construction DRAWINGS FOR DOOR PRESSED HOLLOW (1)LAYER 5/8"GYPSUM (1)LAYER 518"GYPSUM HEADER = _ METAL DRYWALL FRAME 5/4 x 3y"HARDIE TRIM BOARD BOARD(BOTH SIDES) BOARD(60TH SIDES] SCHEDULED 514 x 3/"HARDIE TRIM BOARD 'x- 5/4 x 3Y2"HARDIE TRIM BOARD SEE STRUCTURAL SHIM AS NECESSARY ° iv SEE STRUCTURAL DRAWINGS FOR DOOR N CONTINUOUS HEAD .032"20GA.ALUMINUM CONTINUOUS N DRAWINGS FOR DOOR HEADER T 2 2 BREAK METAL DRIP HEADER STIFFENER �� EDGE WITH KYNAR 500 22ALUMINUM DOOR HEADER WITH RIGID INSULATION WOOD DOOR FRAME- FRAMEINTEGRAL WITH � � FINISH,MINIMUM 4"UP SIDING. —'r HEADER WITH RIGID INSULATIO PRESSED HOLLOW METAL PRIMED AND PAINTED STOREFRONT SYSTEM PER SCHEDULE DRYWALL FRAME AS HEAD H-5 PER SCHEDULE i HEADER WITH RIGID INSULATION SCHEDULED CONTINUOUS HEAD ALUMINUM STOREFRONT 2X4 WOOD STUD PARTITION PER SCHEDULE CONTINUOUS HEAD STIFFENER Z STIFFENER Lhm 4 2 SYSTEM AT TRANSOM VINYL SLIDING DOOR WITH INSULATED HEAD H-3 ALUMINUM STOREFRONT HEAD H-6SYSTEM (1 LAYER 518"'GYPSUM 2" (2)2X4 LOW-E GLASS.REFER TO ELEVATIONS. HEAD H-3A 2R6�0bb6ST06-PARTITION ORD(BOTHSIDES, — HEAD H-4 276757 T06 7RTITION HEAD H-2 HEAD H-1 SYSTEM AT WALL � HOELOW METAL 2 6�TW 6b�T�T�PARTITION 2R6�bb15�OS-PARTITION SYLOM � OOR GRAL H w z w DRYWALL FRAME 2X4 WOOD STUD PARTITION STO T SYS WOOD DOOR FRAME- qq UU M j I N A SCHEDULED (( 11 LLqqyy 5�g ��yy gg k 22"" fcy" PRIMEDAND PAINTE D�ORIITOP RAMS (4)JAMB - - B10ARD(BOTH SIDESUM I I"I (1)LAYER 5/8" v _ ANCHORS PER FRAME(41 - F I I w o z N JAMB ANCHORS PER FRAME 1 GYPSUM BOARDJ, I F -I - w a CONTINUOUS SOUND— R-20 BATT INSULATION R-20 BATT INSULATION '� O J e (60TH SIDES) >N w IF INSIELNATION lIF REQUIRED R-20 BATT INSULATION— - 514 x 3Y"HARDIE TRIM BOARD N SEE PARTITION TYPE w (2)2X6 .032"20GA.ALUMINUM CONTINUOUS RES EDMETq� 2n 5/4 x 3Y"HARDIE TRIM BOARD 032"20GA.ALUMINUM DNTINUOUS ¢�Rb L FRAME L BREAK METAL DRIP --- - > ALL (1)LAYER 5/8"TYPE BREAK METAL DRIP AS SCHEDULED X'GYPSUM BOARD JAMB J-5 EDGE WITH KYNAR 500 EDGE WITH KYNAR 500 __ _ 4 A g (BOTH SIDES) 2X4 WOOD STUD PARTITION FINISH,MINIMUM 4"UP TIDING. FINISH,MINIMUM 4"UP SIDING. ��H RS PER Rq (�qq qqMM SHIM AS qLU MINUM&GLASS JAMB J-3A JAMB J-3 N H RVIO 2x4 WOOD FRAMING title NECESSARY DOOR _ 514 x 3y"HARDIE TRIM BOARD rrwM CONTINUOUS SOI JAMB J-6 ALUMINUM STOREFRONT 1 1 /,r6'-- STOPOOR JAMB AND 2 6 D RTITION DOOR JAMB AT SIDELITE JAMB WIDTHVARIES BEYOND .a32"20GA,ALUMINUM CONTINUOUS R-20 BATT INSULA N REQUIRED IS EIPARLTIA ION TYPE ALUMINUM STOREFRONT 115/16JAMB J-4 SYSTEM VARIES BREAK METAL DRIP 2861 b6 70TPARTITION MB W T V 1 15/16„ JAMB WIDTH VARI 1 15/16„ JAMB J-1 JA V IES DOOR JAMB AND DOOR;SEE DOOR EDGE WITH KYNAR 500 SCHEDULE FINISH,MINIMUM 4"UP SIDING. JAMB J-2 DETAILS 2X6 WOOD STUD PARTITION ,TOP BEYOND WARE VARI 2X4 WOOD STUD PARTITION 129/6 ' CERAMIC OR 1 V R DOOR;SEE DOOR ;CHEDULE ORCELAIN TILE;SEE CERAMIC OR HOLLOW METAL DOOR 6 AN 6"DEEP ANSI ORCELAIN TILE;SEE FINISH SCHEDULE %"PLYWOOD SUBFLOOR SLOPED THRESHOLD INSULATED SLOPED THRESHOLD INSULATED HM OR FIBERGLASS DOOR HM OR FIBERGLASS DOOR POWER COATED ALUMINUM NOT TO EXCEED 112" NOT TO EXCEED 112" FINISH SCHEDULE DROP SEAL MARBLE SADDLE IN RAILING SYSTEM (PEMKO 271OR (PEMKO 271OR TOILET RM. CONT.RUBBER CARPET -PEMKO 360 AP'ROVED EQUAL) APPROVED EQUAL) N i NARBLE SADDLE IN Q N MACHINE SCREW MACHINE SCREW DOOR TRANSITION STRIP SETTING BED CONTINUOUS ALUMINUM :ETTINGBED / ZD FASTENER AND FASTENER AND DOOR U O /• ALUM.SADDLE U O CONCEALED FLASHING,TYPICAL. C04CRETE FINISH THREADEDANCHOR CONCRETE FINISH THREADEDANCHOR MARBLE SADDLE i O ILIGN SADDLE WITH THRESHOLD � ALIGN SADDLE WITH INSERT INSERT --- =F- w w � 2x6 LEDGER BOARD AS PER SCHEDUL AS PER SCHEDUL CERAMIC OR I VINYL SHEET MATERIAL % VINYL SHEET MATERIALORVCT -� drawn by: 0 FACE OF DOOR FRAME o FACE OF DOOR FRAME PORCELAIN Z w FASTENED TO RIM JOIST. FLOOR TILE j OR VCT LVT OVER 118 THK FOAM ROUT ALUM. ROUT ALUM. OR PORCELAIN UNITCARPET CERAMIC OR CARPET VINYL PLANK OR VCT -' „ ,w *�'. 18"RIM JOIST - - -- t, ,„ 1.{,•z% .:',:;;•{ ORCELAIN TILE;SEE AT UNIT OR SERVICE �'.,L•'•e;�.:r; r �. _ FINISH SCHEDULE a, AREAS OR STAIRS r> 'i::: : ::` :1.:, AND CORK UNDERLAYMENT; THRESHOLD SOLID THRESHOLD SOLID checked by: --- CONCRETE SLAB-SEE I.F EE ._A~ SEE FINISH SCHEDULE �/. . J TRUCTURAL ''.:' INSULATION AT ''1••:.y,� INSULATION AT scale: AS NOTED DRAWINGS CONCRETE SLAB-SEE a �I' THERMAL BREAK;SEE THERMAL BREAK;SEE MARBLE SADDLE-TILE/TILE STRUCTURAL 18 OD FLOOR T b.I WALL SECTIONS WALL SECTIONS U WOOD FLOOR TRUSS project number: 10002 THRESHOLD T-7 THRESHOLD T-6 THRESHOLD T-5 DRAWINGS THRESHOLD T-4 THRESHOLD T-3 THRESHOLD T•3 THRESHOLD T•2 THRESHOLD T-1 scaled inch TILE/TILE CARPET TO VRFNCT MARBLE SADDLE-TILE/LVi CARPET TO VINYL Q BALCONY EXTERIOR EXTERIOR MARBLE SADDLE o sheet number U O z 1 DOOR DETAILS BUILDING C A&00 SCALE: 1/2" = 1'-0" m + �+- �— 3T + + /I + uIH A8 . 00A 0 2X6 WOOD STUDS WITH PAINTED POPLAR WOOD 2X6 WOOD STUDS WITH PAINTED POPLAR WOOD ' R-21 BATT INSULATION SILL: COLOR AS R-21 BATT INSULATION SILL: COLOR AS CONTINUOUS VAPCR SELECTED BY OWNER, CONTINUOUS VAPOR SELECTED BY OWNER. WINDOW SCHEDULE BARRIER AND 58"GYP.BID. BARRIER AND%"GYP.BD. NOMINAL WINDOW ACTUAL WINDOW ROUGH OPENING CLEAR OPENING CLEAR VISIBLE GLASS TOTAL p' SIZE SIZE SIZE SIZE PER OPENING VISIBLE ` WINDOW OPENING GLASS TYPE MANUFACTURER MODEL UNIT TYPE WIDTH HEIGHT WIDTH HEIGHT WIDTH HEIGHT WIDTH HEIGHT SQ.FT. WIDTH HEIGHT REMARKS SQ.FL SILVERLINE V1 SERIES COASTAL WATCH SINGLE-HUNG 2'-8" x 5'-0" 313/8" x 591/4" 317/8" x 59 314" 271/16" x 2211116" 4.27 271/16" x 2613116" 10.08 BEATTY HARVEY COCO © SILVERLINE V1 SERIES COASTAL WATCH SINGLE-HUNG 3'-0" x 1 35 318" x 711/4" 35 718" x 713/4" 311/16" x 27112" 5.93 311/16" x 3213116" 14.16 EMERGENCY ESCAPE&RESCUE WINDOW A R C H I T E C T S , L L P NEW YORK I MARYLAND A �o ® j ��® © SILVERLINE V1 SERIES COASTAL WATCH DOUBLE 1300 Walt Whitman Road, New York, 11747 2'-8" x 5'-0" 31318" x 59114" 683/4" x 59314" 271/16" x 2211116" 8.54 271/16" x 2613116" 20.16 REFER TO DETAIL 6/A8.01. IJ f SINGLE HUNG q p: (631)300-1010 -- - -- -- - - - - - - - - - - _==__ ------------- ----- - ------------- --- --------------- owner/developer 0 ------------- -- - ------------- SILVERLINE V1 SERIES COASTAL WATCH SINGLE HUNG 2-0 x 3-0' 23318 x 351/4 23718 x 353/4 191/16' x 1115116" 1.58 191/16' x 1413116 3.92 COMPATIBLE SEALANT CONTINUOUS AIR&WATER Conifer Realty COMPATIBLE SEALANT OE SILVERLINE V3 SERIES COASTAL WATCH CASEMENT 3'-0" x 4'-5" 3515/16" x 5213/16" 36 7/16" x 53 5/16" 23 314" x 47 9/16" 7.84 291116" x 4515116" 9.27 EMERGENCY ESCAPE&RESCUE WINDOW 1000 University Avenue Suite 500 RESISTIVE BARRIER COMPATIBLE SEALANT Rochester, NY 14607 %"X 2%"FIBER CEMENTTRIM SELF-ADHERED ICE&WATER VINYL WINDOW VINYL WINDOW s. MEMBRANE ATALL TRANSITIONS, %"EXTERIOR GRADE SELF-ADHERED ICE&WATER DOUBLE EMERGENCY ESCAPE&RESCUE WINDOW 585.324-0500 BATTENS OVER/s'PANELS F SILVERLINE V3 SERIES COASTAL WATCH 3'-0" x 4'-5" 3515/16" x 5213/16" 78 318" x 53 5/16" 23 3/4" x 47 9/16" 15.68 291116" x 4515/16" 18.54 COMPATIBLE SEALANT PLYWOOD SHEATHING MEMBRANE AT ALL TRANSITIONS, COMPATIBLE SEALANT CASEMENT REFER TO DETAIL 6/A8.01. CONTINUOUS AIR&WATER I 514 X 3%"HARDIE TRIM BOARD RESISTIVE:BARRIER L�, FIBER CEMENT LAP SIDING 5/4 X 3%"HARDIE TRIM BOARD DOUBLE „ civil engineer / EXTERIOR GRADE © SILVERLINE V1 SERIES COASTAL WATCH SINGLE-HUNG 3 0 x 6'-0" 35 3/8 x 711/4" 35 7/8 x 713/4" 311/16" x 27112 11.86 311/16" x 3213116 28.32 EMERGENCY ESCAPE&RESCUE WINDOW PLYWOOD SHEATHING LKMA NOTES: 437 &405 1. BASIS OF DESIGN IS SILVERLINE COASTAL WATCH. ALTERNATE MANUFACTURERS:MI,PLY GEM&PGT South Country Road Brookhaven, NY 11719 631.286.8668 r_8_"� BOARD & BATTEN - WINDOW JAMB DETAIL 7 LAP SIDING - WINDOW JAMB DETAIL m.e.p. &f.p. A8.01 SCALE: 3" = 1'-0" A8.01 SCALE: 3" = 1'-0" Engineering, P.E. R 150 North Chestnut Street Rochester, NY 14604 585.288.5590 2X6 WOOD STUDS structural engineer PAINTED POPLAR WOOD SILL: COLORAS ® t> ® TDM Consulting Engineering CONTINUOUS VAPOR -- SELECTED BY OWNER ¢ ¢ a 550 North County Road,Suite E BARRIER AND%"GYP.BD. . co 3'2%" M 3'6%" M 6'-3/ Saint James, NY 11780 631.686.5234 All �Z I _ o _ key ® �® TRUE - NORTH In' i VINYL WINDOW \ \ COMPATIBLE SEALANT \ u) ❑ SELF-ADHERED ICE&WATER COMPATIBLE SEALANT MEMBRANE AT ALL TRANSITIONS, Y2"EXTERIOR GRADE 7&8/A801 7&8/A8.01 7&81A8.01 11 111 6/A8.01 11 1 17&8/A8.01 (- 514 X 5%"HARDIE TRIM BOARD PLYWOOD SHEATHING ® ® V ® O 7&8/A8.01 III I 17&BIAB.01LL 4j-- 6 WINDOW JAMB DETAIL v 0 A8.01 SCALE: 3"= 1'-0" %' 2'-7%" 'z' 'z' 2,_73/" 5%" 7_7%" o � O project Q A C 2'-11 8" z' N VINEYARD VIEW C:! co IIN O f � + � -------------- �_ ® N ® + County Road 48 CONTINUOUS DOUBLE M O O Tr 2X6 TOP PLATE, 2'-s 8" ¢ 3's�/s" ¢ 7 a%„ Greenport, NY 11944 seal CONTINUOUS DOUBLE 2X6 TOP PLATE. M M pkED A AIR SEAL ALL PERIMETERS AIR SEAL ALL PERIMETERS �`S0) O T WITH FLEXIBLE ACOUSTICAL CONTINUOUS AIR&WATER WITH FLEXIBLE ACOUSTICAL Ezo y SEALANT,TYPICAL,WITH RESISTIVE BARRIER �, O/� F SEALANT,TYPICAL,WITH Q C� JOINT TAPE. JOINT TAPE. CONTINUOUS AIR&WATER v� �2"EXTERIOR GRADE RESISTIVE BARRIER PLYWOOD SHEATHING Y"EXTERIOR GRADE CONTINUOUS VAPOR %"X 2%"FIBER CEMENT TRIM PLYWOOD SHEATHING 7&81A3.01 `" 7&8IA8.01 X16" CONTINUOUS VAPOR M BATTENS OVER/s PANELS *q 021422 BARRIER AND Y8"GYP.BD.� BARRIER AND Y8"GYP.BID. FIBER CEMENT LAP SIDING � `r r. �- � �OF NE`N�O SELF-ADHERED ICE&WATER SELF-ADHERED ICE&WATER - 7&8 IA8.01 SIM. 7&8 A8.01 SIM. 7&8 IA8.01 SIM. 7&8 A8.01 SIM. MEMBRANE AT ALL TRANSITIONS, MEMBRANE AT ALL TRANSITIONS, ! �_ %' 1'11%" %' ® V issued date description f HEADER WITH RIGID HEADER WITH RIGID INSULATION PER SCHEDULE .032"20ga.ALUM.DRIP EDGEINSULATION PER SCHEDULE 032"20ga.ALUM.DRIP EDGE o WITH KYNAR 500 FINISH WITH KYNAR 500 FINISH a 1 03/15/19 Issued for Construction N 5/4 X 3Y"HARDIE TRIM BOARD 514 X 3/"HARDIE TRIM BOARD O %' Fn 2'-111%," %' v� Z-111%," 5%" 2'-11'%6" 0 11 10 oc) c6 I SELF-ADHERED ICE&WATER I SELF-ADHERED ICE&WATER MEMBRANE AT ALL TRANSITIONS, MEMBRANE AT ALL TRANSITIONS, EXTEND UP WALL 4"MIN. EXTEND UP WALL 4"MIN. oL COMPATIBLE SEALANT o00 COMPATIBLE SEALANT �f VINYL WINDOW - VINYL WINDOW o a 5 BOARD & BATTEN - WINDOW HEAD DETAIL ('3__�. LAP SIDING - WINDOW HEAD DETAIL 6A 1Y4" FE A8.01 SCALE: 3"= 1'-0" A8.01 SCALE: 3" = 1'-0" + VINYL WINDOW VINYL WINDOW PAINTED POPLAR WOOD SELF-ADHERED FLASHING.(TYP. SELF-ADHERED FLASHING.(TYP. title PAINTED POPLAR WOOD SILL: COLOR AS @ ALL WINDOW/DOOR SILLS). SILL: COLOR AS @ ALL WINDOW/DOOR SILLS). WINDOW SELECTED BY OWNER. SELECTED BY OWNER. gl- COMPATIBLE SEALANTowl_ COMPATIBLE SEALANT �-� ga. ga. SCHEDULE �-WITH KYNAR 500 FINISH EDGE ��-WITH2KYN RL5 0 FIINISH DGE co co & DETAILS COMPATIBLE SEALANT 514 X 3%"HARDIE TRIM BOARD COMPATIBLE SEALANT 514 X 3%"HARDIE TRIM BOARD I SELF-ADHERED ICE&WATER 7&81A8.01 61 A8.01 SELF-ADHERED ICE&WATER MEMBRANE AT ALL TRANSITIONS, j 2X6 WOOD STUDS WITH MEMBRANE AT ALL TRANSITIONS, 2X6 WOOD STUDS WITH �� 7&81A8.01 R-21 BATT INSULATION R-21 BATT INSULATION COMPATIBLE SEALANT + drawn by: --- COMPATIBLE SEALANT FIBER CEMENT LAP SIDING --- C014TIN000S VAPOR CONTINUOUS VAPOR checked by: s %"EXTERIOR GRADE s CONTINUOUS AIR&WATER BARRIER ANDY,"GYP.BD. BARRIER AND/"GYP.BID. RESISTIVE BARRIER s " , ' s " , PLYWOOD SHEATHING 2'11/ 5/' 2'11/ scale: AS NOTED v %"X 2%"FIBER CEMENT TRIM 2"EXTERIOR GRADE o BATTENS OVER%s'PANELS PLYWOOD SHEATHING a ® © project number: 10002 CONTINUOUS AIR&WATER �' scaled inch o RESISTIVE BARRIER sheet number U O U 4 BOARD & BATTEN - WINDOW SILL DETAIL 2 LAP SIDING - WINDOW SILL DETAIL 1 RESIDENTIAL BUILDING WINDOW TYPES BUILDING C oHH A8.01 SCALE: 3"= 1'-0" A8.01 SCALE: 3"= 1'-0" A8.01 SCALE: 1/2"= 1'-0" Cn + 21 + 4I + +8 4 ° �- - d' o 1'-11" 11'6" 5'34" w; 14 TREADS LANDING I I 4--2" y „r HALF HEIGHT WALL WITH - - - - - ' PAINTED WD AP L----------- ---'------------ --J -- - -------------- OOC I I 94" 4'-6" 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 t I I I I BEATTY HARVEY COCO DN °° ARCHITECTS , LLP NEW YORK I MARYLAND 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 3 /A9.00 I I I I I I I 3 A9.00 1300 Walt Whitman Road, New York, 11747 - 4'-2" 4'-6" i i i i _I A p: (631)300-1010 I I I I I I I I I I I I I I I owner/developer -- ---------------------------------- ------- ------—-—-—-—-—-—-—-—-—-—-—-—-—- Conifer Realty HALF HEIGHT WALL [-�B�]-�I—' i'I JI (�� /,% /M / ,Ir';-/,;' /�'®®D/♦ ,A'�9.00 A9.0♦0/ / WITH THI \\ \i -L\IIISI \- " \` M- -_-- _--- —_--' - —------I --,--- IIIItIII -1L—IIIIII Co un t ' 14� 0 08RO0 EFUniversity 1�k A�ve. n6u-3•e 1.aS2 u8i6te.8 56,.06' 0 Rochester, NY 14607 PAINTED WOOD CAP 1 x 1 1Y16"PAINTED POPLAR HAND 585.324-0500 STAIR C2 SECOND FLOOR PLAN RAIL MOUNTED TO WALL,SEE SPECS civil engineerA9.00 SCALE: 114" - 1 -0" `1Y"x 1')/16"PAINTED POPLAR LKMA HAND RAIL MOUNTED TO &405 OPPOSITE WALL BEYOND, HALF HEIGHT WALL WITH South Country Road SEE SPECS PAINTED WOOD CAP Brookhaven, NY 117189 6'-0" 8'-6% m.e.p. &f.p. L-----------------I--------------- M/E Engineering, P.E.. 150 North Chestnut Street Rochester, NY 14604 ® 585.288.5590 structural engineer CID UP 6'-0 ------------- --- TDM Consulting Engineering 550 North County Road,Suite E HALF HEIGHT WALL WITH 3 A9.00 1Y"x 1 1X16"PAINTED POPLAR HAND 3 IA9.60 Saint James, NY 11780 PAINTED WOOD CAP IL MOUNTED TO WALL,SEE SPECS ------- 631.686.5234 %"GYP.BD.AT U D RSI OF STRINGERS I COS ------------ -—-—-—-—-—-—-—-—-—- -—-—-—-—-—-—-—-—-—- - - ----- --- � 0 1 11 key CONT.WOOD 2x12 SOLID TRUE LA STAIR C2 FIRST FLOOR PLAN NORTHWOOD STRINGERS WITH SOLID WOOD TREAD AND RISERS(TYPICAL) SCALE: 1/4"= 1'-0" (0 moo L CV 1%"x 1'X"PAINTED POPLAR HAND7 Li 4'-0" RAIL MOUNTED TO WALL,SEE SPECS 4'-4" 2'-0" 0 14 TREADS LANDING --------------- ----- ----- ----- ----- —-—-—-—-—-—-—-—- ----------- ------- STAIR C2 - SECTION project3SCALE: 1/2" - 1 -0" 1-0" VINEYARD VIEW m DN CID 0 I6 A9.00 yRoa- , Greenport, NY 11944 seal D 1s' 8 J 1z STAIR B6 - SECOND FLOOR PLAN A9.00 SCALE: 114" = 1 -0" 1Y"x 1,Y 'PAINTED POPLAR HAND N RAIL MOUNTED TO WALL,SEE SPECS 4,�e„ 12'-5" 4'-8/ LANDING issued date description 1 03/15/19 Issued for Construction ------------------------- -- 0- ------------ ----_- -- /'- �0 .� i —0 - -- - -'- " -----IIIiII IIIIIiI-- ---,�IiIiIIII-II---- IIIIiiiIIIII--i--- ;IIIII1IIiiII - I1,I--- 00 UP --eoUP 6 A9.00 - ---- --v ---- ;--%---- -- ----------M-- ---- --IIII /IIIIIIIIIII 6 A9.00 Op1 y"x 1 1X16"PAINTED POPLARL7 HAND RAIL MOUNTED TO WALL,SEE SPECS � ®' STAIR B6 FIRST FLOOR PLAN SCALE: 114" = 1 -0" ++ title STAIR PLAN S, FASTEN TO WOOD 4' BLOCKING IN WALL SECTIONS 7 oO °° % AA9.00 1%" 1sINTED POPLAR AND RAIL,SEE SPECS & DETAILS CONT.WOOD 2x12 SOLID WOOD STRINGERS WITH w LU WOOD TREAD AND SOLID WOOD TREAD FASTEN TO W0�RISERS(TYPICAL) RISER(TYPICAL) O � drawn by: --- I \0N\ AND BLOCKING c o � -------'7 checked by: --- -N' Ctnilioi•<' /�� /_��/J�\�,_ /��\\' \\\ / V BRACKET,SEE SPECS-MIN.6" scale: AS NOTED FROM END OF RAIL (MAX.5-0"O.C.) PLAN project number: 10002 ESCUTCHEON WITH SET SCREWCONT.WOOD 2x12 scaled inchNOMINAL SOLID WOOD Q o STRINGER(TYPICAL) sheet number\ SECTION FACE OF WALL o ---------- U J, L I L J L J I J 0 z6 STAIR B6 - SECTION BUILDING C A9.00 SCALE: 1/4" = 1'-0" 7 DETAIL - TREAD AND RISER 8 RESIDENTIAL RAILING A9.00 SCALE: 1-112"= 1'-0" A9.00 SCALE: 3" = 1'-0" 491, 11II 221I 33II 44'' S5II 66II 77II 88II 99II , a T i BATHROOM ACCESSORY LEGEND PLUMBING FIXTURE LEGEND .� rl N TAG DESCRIPTION TAG DESCRIPTION I 5r) O TOILET PAPER DISPENSER LJ TOILET44 =i ' OSHOWER CURTAIN ROD ACCESSIBLE TOILET il 3O 30"FRAMED VANITY MIRROR (UNLESS NOTED AS 36"WIDE MIRROR) WALL MOUNTED ACCESSIBLE TOILET 4O RECESSED MEDICINE CABINET ® COUNTERTOP WITH BUILT IN LAVATORY B E A TT Y HARVEY COC O A R C H I T E C T S , L L P 5O24"TOWEL BAR 0 WALL MOUNT ACCESSIBLE LAVATORY NEW YORK I MARYLAND 6 1,4"DIA.GRAB BAR 6 25"STAINLESS STEEL KITCHEN SINK 1300 Walt Whitman Road, New York, 11747 ❑ O A p: (631)300-1010 7O FIXED ANGLE TILT MIRROR ❑7 SINGLE HANDLE LAVATORY FAUCET owner/developer SO PIPE GUARDS © SINGLE HANDLE/TUB FILL SHOWER HEADConifer Realty 1000 University Avenue Suite 500 10 SOAP DISPENSER 9❑ KITCHEN FAUCET Rochester,NY -0507 585.324-0500 11 PAPER TOWEL DISPENSER&WASTE RECEPTACLE 1101SERVICE SINK FAUCET civil engineer 12 COAT HOOK 11 ACCESSIBLE ROLL-IN SHOWER ENCLOSURE LKMA 405 NOTES: 12 South Country Road TUB&SHOWER ENCLOSURE ntr 1. REFER TO SPECIFICATION 102800 RESIDENTIAL ACCESSORIES BATHROOM. Brookhaven, NY 11719 2. PROVIDE BLOCKING AT ALL ACCESSORY LOCATIONS. 13 ELONGATED TOILET SEAT 631.286.8668 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. WE En ineenn , P.E. B l- 15 CUSTODIAL SERVICE SINK B 150 NoW Chestnut Street PORCELAIN TILE NOTES: Rochester,NY 14604 REMOVABLE VANITY NOTES: 1. CEMENT BOARD OR EQUIVALENT MOISTURE-RESISTANT BACKING MATERIAL Fl-61 FLUSHOMETER 585.288.5590 AT ALL GROUND FLOOR APARTMENTS VANITY BASE CABINETS SHALL BE INSTALLED ON ALL WALLS BEHIND TUB&SHOWER ENCLOSURES SHALL BE REMOVABLE PER A117.1-2009 SECTION 1003.11.2.2. COMPOSED OF TILE OR PANEL ASSEMBLIES WITH SEALED JOINTS. 17 POSI-TEMP VALVE EXCEPTION a,6&c. structural engineer NOTES: A. THE CABINETRY SHALL BE REMOVED WITHOUT REMOVAL TDM Consulting Engineering OR REPLACEMENT OF THE LAVATORY. NOTE: 1. REFER TO SPECIFICATION 224000 PLUMBING FIXTURES. 550 North County Road,Suite B. THE FLOOR FINISH SHALL EXTEND UNDER THE CABINET. ALL GROUND FLOOR APARTMENT BATHROOMS SHALL 2. ALLOW INSPECTION OF ALL PLUMBING FIXTURES. Saint James, NY 11780 C. THE WALLS BEHIND AND SURROUNDING THE CABINET MEET THE CRITERIA OF A"TYPE A A117.1 2009"BATHROOM. 3. PROVIDE APPROVED SUBMITTAL TO THE OWNER AND INFORM THEM 631.686.5234 SHALL BE FINISHED. ( IMMEDIATELY AFTER INSTALLATION. key fL� N PLAN �4 ❑ 4 1 1 1 1 1 1 1 ' --------------J V I — I i I N 6"x24"SOLID BLOCKING FOR FUTURE INSTALLATI N 2 I TRUEd� i a OF GRAB BARS i 4 project I x'5'0" 3 8 �� 4 8 I I 7 " �� __ -_-____- VINEYARD VIEW VANITY BASE TO BE I i 3 " I i r i LO 5 REMOVABLE PER NOTES °° 5 lb All 0'00 8 ON 10-SERIES D GS. I I I I 5 7 1'3" MRi' ---- ----� i � � TWO(2)6'x30"SOLID BLOCKING ,( ------------; 4'-0" 5 ,� FOR FUTURE INSTALLATION I 9 4 ' MIN. L 4 N 7 OF GRAB BARS County Road 48 5 I 001 1 Greenport, NY 11944 4'-0"MIN. ,� 2'-6" 4 \ \ 4 MIN. I 7 L---- seal C D \ „W17111 7, 5 ------------------ o M o ,� �� o 0 12 \ ICD J 1 - 8 �k \ CO N ------------ N \\IPI\ 12 7" ___ •+ 1 1 `\ \cn yp ; \\ \\ 1' " T-112" 6"x48"SOLID BLOCKING FOR FUTURE 6"x48"SOLID BLOCKING FOR FUTURE 6"x30"SOLID BLOCKING FOR FUTURE a a 2'-6" 3'0" INSTALLATION OF GRAB BARS INSTALLATION OF GRAB BARS INSTALLATION OF GRAB BARS 10' 2" E, issued date description 10 BATHROOM-413 ELEVATION 10 9 BATHROOM-413 ELEVATION 9 8 BATHROOM-413 ELEVATION 8 7 BATHROOM-413 ELEVATION 7 6 BATHROOM-413 FLOOR PLAN 1 03/15/19 Issued for Construction A 2 07/01/19 Project Bulletin #4 A10.00 SCALE: 1/2" = 1'-0" A10.00 SCALE: 1/2" = 1'-0" A10.00 SCALE: 1/2" = 1'-0" A10.00 SCALE: 1/2" = 1'-0" A10.00 SCALE: 1/2"= 11-011 7-6- A4 -6"4 47 F 3 I � �� F�- -------------- - � II I 3'-0" I 5 I I i ------- 6"x24"SOLID BLOCKING 7 FOR FUTURE INSTALLATI N 4 title OF GRAB BARS " r 1 \\ 3 1'0" i 1 0} LF 2 0 I FFSET LAV. 2 i 1 BATHROOM 8 8 �\ I� 3 i 5 A10.00 3 LL� PLANS1 \ �� 30"x48'LAV.CLEAR4NCE '�' i 5 I 1 3 50 ---- ---------J I \ \ \\ " �\ 5 VANITY BASE TO BE i 4 5'-0' ELEVATIONS TWO(2)6x30"SOLID BLOCKING REMOVABLE PER NO S 7 FOR FUTURE INSTALLATION OF 5 4'0" 5 7 ON 10-SERIES DWGS. L N GRAB BARS \ / L & DETAILS MIN. 4 ________________T-TURNAROUNDS , \\ 2.6„ \\ 2'9" 4'-0"MIN. 5 I G i 4 MIN, i �" ,�' _ ��J��0�01�� drawn by: --- 8 checked by: --- 8 I 0 12 scale: AS NOTED ED J / 12 g o o M ' 1 N N ' L--_-__J N 12 iv 1 project number: 10002 7" scaled inch Q 0 1 sheet number ° 6"x30"SOLID BLOCKING FOR FUTURE " 6"x48"SOLID BLOCKING FOR FUTURE 2'-1'- 3' 6'-" 32' U 6"x48 SOLID BLOCKINS FOR FUTURE a" z" a a BUILDING C � INSTALLATION OF GRAB BARS INSTALLATION DF GRAB BARS INSTALLATION OF GRAB BARS 5 BATHROOM-5B ELEVATION 5 4 BATHROOM-5B ELEVATION 4 3 BATHROOM-5B ELEVATION 3K'2_'N� BATHROOM-5B ELEVATION 2 1 BATHROOM-5B FLOOR PLAN A10.00 SCIALE: 1/2"= 1'-0" A10.00 SCALE: 1/2" = 1'-0" A10.00 SCALE: 1/2" = 1'-0" A10.00 SCALE: 1/2" = 1'-0" A10.00 SCALE: 1/2"= 1'-0" --- + + + + + + + H 0 �-- �- co F BATHROOM ACCESSORY LEGEND PLUMBING FIXTURE LEGEND N TAG DESCRIPTION TAG DESCRIPTION t 1 TOILET PAPER DISPENSER 1❑ TOILET + SHOWER CURTAIN ROD2❑ ACCESSIBLE TOILET + 30"FRAMED VANITY MIRROR (UNLESS NOTED AS 36'WIDE MIRROR) WALL MOUNTED ACCESSIBLE TOILET + RECESSED MEDICINE CABINET ® COUNTERTOP WITH BUILT IN LAVATORY B E A TT Y HARVEY COC O A R C H I T E C T S , L L P + 24"TOWEL BAR 5❑ WALL MOUNT ACCESSIBLE LAVATORY NEW YORK j MARYLAND + 1Y4"DIA.GRAB BAR © 25"STAINLESS STEEL KITCHEN SINK 1300 Walt Whitman Road, New York, 11747 A p: (631)300-1010 7O FIXED ANGLE TILT MIRROR ElSINGLE HANDLE LAVATORY FAUCET owner/developer + PIPE GUARDS ® SINGLE HANDLEITUB FILL SHOWER HEAD Conifer Realty 1000 University Avenue Suite 500 10 SOAP DISPENSER9❑ KITCHEN FAUCET Rochester, NY 14607 585.324-0500 11 PAPER TOWEL DISPENSER&WASTE RECEPTACLE 10 SERVICE SINK FAUCET civil engineer 12 COAT HOOK 11 ACCESSIBLE ROLL-IN SHOWER ENCLOSURE LKMA NOTES: 12 TUB&SHOWER ENCLOSURE 437&405 1. REFER TO SPECIFICATION 102800 RESIDENTIAL ACCESSORIES BATHROOM. South Country Road 2. PROVIDE BLOCKING AT ALL ACCESSORY LOCATIONS. 13 ELONGATED TOILET SEAT Brookhaven, NY 11719 631.286.8668 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 WE Enineerinc, P.E. PORCELAIN TILE NOTES: � 150 Nor h Chestnu Street 1. CEMENT BOARD OR EQUIVALENT MOISTURE-RESISTANT BACKING MATERIAL 16 FLUSHOMETER Rochester, NY 14604 SHALL BE INSTALLED ON ALL WALLS BEHIND TUB&SHOWER ENCLOSURES585.288.5590 COMPOSED OF TILE OR PANEL ASSEMBLIES WITH SEALED JOINTS. 17 POSI-TEMP VALVE PAPER-FACED BACKER BOARDS SHALL NOT BE USED, NOTES: structural engineer FFATALL ABLE VANITY NOTES: 1. REFER TO SPECIFICATION 224000 PLUMBING FIXTURES. TDM Consulting Engineering GROUND FLOOR APARTMENTS VANITY BASE CABINETS 2. ALLOW INSPECTION OF ALL PLUMBING FIXTURES. 550 North County Road,Suite E 1780 BE REMOVABLE PER A117.1-2009 SECTION 1003,11.2.2. 3. PROVIDE APPROVED SUBMITTAL TO THE OWNER AND INFORM THEM Saint James, 68 .5234 EXCEPTION a,b&c. IMMEDIATELY AFTER INSTALLATION. 631.686.5234 A. THE CABINETRY SHALL BE REMOVED WITHOUT REMOVAL OR REPLACEMENT OF THE LAVATORY. NOTE: B. THE FLOOR FINISH SHALL EXTEND UNDER THE CABINET. ALL GROUND FLOOR APARTMENT BATHROOMS SHALL C. THE WALLS BEHIND AND SURROUNDING THE CABINET MEET THE CRITERIA OF A"TYPE A A117.1-2009"BATHROOM.J 8'-oq" key SHALL BE FINISHED. N 2'-6" L 177 PLAN 4 +I I g 5 i O I � — 6 7 I \ o 6"x24"SOLID BLOCKING FOR 7 j 4 j TRUE o INSTALLATION OF GRAB BARS (D 1 10 A10.01 8 ----- --- project 6 -------;- VINEYARD VIEW I 9 I 34" S D I 27"max. 16"max. 1 3 j i i -� J + \ I County Road 48 5 a'-o° 5 ns -� v _ _ 7 - Greenport, NY 11944 2'-6" 6 MIN. 2,.9" 1 / 5 5 4'-0"MIN. 5 ------- seal MIN. I 77 \ I I V:� , 4,16" 6O k�', g �I q M N. W"41//I I ' O N 2 \ I I J8 1 N N, I L-------------J M O Cl)M M , O Cl)M J 11 7„ 0 x,142 \ 2 \ �O r= .I.l C 6"x30"SOLID BLOCKING FOR 6"x48"SOLID BLOCKING FOR "x54"SOLID BLOCKING FOR 6"x48"SOLID BLOCKING FOR E IN TALLATION OF GRAB BARS +E issued date description - INSTALLATION OF GRAB BARS INSTALLATION OF GRAB BARS INSTALLATION OF GRAB BARS 10 BATHROOM-4A ELEVATION 5 9 BATHROOM 4A ELEVATION 4 8 BATHROOM-4A ELEVATION 3 7 BATHROOM-4A ELEVATION 2 6 BATHROOM-4A FLOOR PLAN 1 03/15/19 Issued for Construction Q 2 07/01/19 Project Bulletin #4 A10.01 SCALE; 1/2" = 1'-0" A10.01 SCALE: 17' - 0" A10.01 SCALE: 1/2" = 1'-0" A10.01 SCALE: 1/2"= 1'-0" A10.01 SCALE: 1/2" = 1'-0" 6-14 2.0.. L ----- -----------J r I I I I I 112 � F i IF 8 I� I IN I I I I I I L 6"x24"SOLID BLOCKING FOR FUTURE INSTALLATI N 2 ; -- title OF GRAB BARS i i 2 BATHROOM 4 � , I I II I / 4 i 5 A10.01 I'i 3 3 I II I 5 I PLANS i 5 \\\ 3 I 4 i L-- 1 ------------------- TWO(2)6"x30"SOLID BLOCKING o ELEVATIONS i 4 4'-0" 5 FOR FUTURE INSTALLATION L / & DETAILS MIN. 4 � nl 7 OF GRAB BARS 1 � 4 � 2'4" 4'-0"MIN. 5 / 7-6" 7 77, 4 MIN. �- _ _-____(/ \\ ��0EMMA 5 + drawn by: -- 4 8 \ =_ r�JJ�/JJ checked by: __ o �, � 12 10 _ �;, J Vscale: AS NOTED //// \\\\ o a o 0 12 8 -- M } F-11— N N N 1 N N `\ project number: 10002 7.. 12 ;; II �� scaled inch Q \ 1'6g 3'0" 2-13" o ---- sheet number a U L 6"x48"SOLID BLOCKING FOR FUTURE 6"x48"SOLID BLOCKING FOR FUTURE 6"40"SOLID BLOCKING FOR FUTURE 7-1d 0 INSTALLATION OF GRAB BARS INSTALLATION OF GRAB BARS INSTALLATION OF GRAB BARS BUILDING C K5 BATHROOM-D ELEVATION 5 4 BATHROOM ELEVATION 4 3 BATHROOM-D ELEVATION 3 2 BATHROOM-D ELEVATION 2 1 BATHROOM-D FLOOR PLAN A10.01 SCALE: 1/2" = 1'-0" A10.01 SCALE: 1/2" V-101" - sA10.01 SCALE: 1/2" = 1'-0" A10.01 SCALE: 112" = 1'-0" A10.01 SCALE: 112" = 1'-0" 4H A ] 0001 CD + I M O LING FINISH SCHEDULE 1.I CEMENOT BOARD OR EQUIVALENT MOISTURE-RESISTANT BACKING MATERIAL SHALL BE INSTALLED ON ALL WALLS f BEHIND TUB&SHOWER ENCLOSURES COMPOSED OF TILE OR PANEL ASSEMBLIES WITH CAULKED JOINTS. ' 09 30 00 -TILING PAPER FACED BACKER BOARDS SHALL NOT BE USED. TAG APPLICATION MANUFACTURER DESCRIPTION FLOORING NOTES: MATERIAL: GLAZED CERAMIC TILE 1. FLOORING CONTRACTOR SHALL FURNISH AND INSTALL ALL LEVELING,PATCHING AND SURFACE PREP REQUIRED ANSI BATHROOMS TO PROVIDE NEW FLOORING INSTALLATIONS COMPLETE. STYLE: HEATHLAND 2.CONTRACTOR TO MATCH ARCHITECTS SAMPLE FOR ALL FINISHES. T-1 WITH ROLL-IN DALTILE 3. SEE SPECIFICATIONS FOR PERFORMANCE REQUIREMENTS AND TYPES OF PRODUCTS FOR ALL FINISHES. SHOWERS COLOR: RAFIA HL02 4. CONTRACTOR SHALL FINISH COMPLETE ALL AREAS UNDER DOORS,AT THRESHOLDS,AROUND ANY FLOOR B E A T T Y HARVEY COC O SIZES: 12712"FLOOR TILE APPURTENANCES BY OTHERS TO PROVIDE A SMOOTH TRANSITION AND ELIMINATE ALL TRIPPING HAZARDS. ARC H I T E C T S , LLP 09 6513 -RESILIENT BASE AND ACCESSORIES 5. CONTRACTOR SHALL PERFORM A BOND TEST IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS PRIOR NEW YORK I MARYLAND TO INSTALLATION OF NEW FLOORING. 1300 Walt Whitman Road, New York, 11747 A 1 TAG APPLICATION MANUFACTURER DESCRIPTION 6. FURNISH AND INSTALL STAINLESS STEEL TRANSITION STRIP AT ALL TRANSITIONS BETWEEN CARPET ANDq p: (631)300-1010 MATERIAL: 4"HIGH VINYL WALL BASE PORCELAIN TILE. -rt- 7. ALL INTERIOR FLOOR FINISHES TO COMPLY WITH SECTION 804 OF THE NYS BUILDING CODE. ALL FLOOR FINISH owner/developer ALL ROOMS,EXCEPT STYLE: TRADITIONAL TOELESS AND FLOOR COVERING MATERIALS TO BE OF CLASS II MATERIALS. Conifer Realty RB-1 SECOND FLOOR JOHNSONITE 8. FINISHES SHALL RUN UNDER ALL BUILT IN MILLWORK AND FIXTURES NOT INCLUDING SHOWER. 1000 University Avenue Suite 500 BEDROOMS COLOR: 08 ICICLE 9.CARPET AREAS TO RECEIVE CARPET BASE. Rochester, NY 14607 FINISH: MANUFACTURERS STANDARD 585.324-0500 09 6516 -RESILIENT SHEET FLOORING TAG APPLICATION MANUFACTURER DESCRIPTION civil engineer LKMA STANDARD MATERIAL: VINYL SHEET FLOORING 437 &405 BATHROOMS, STYLE: STATAMAX VESSA TRAVERTINE South Country Road VRF-1 MECH.CLOSETS,AND ARMSTRONG BULK STORAGE COLOR: MALTED EMBLEM X4795 Brookhaven, NY 11719 631.286.8668 ROOMS I TYPE: NA 09 6519-RESILIENT TILE FLOORING m.e.p. &f.p. TAG APPLICATION MANUFACTURER DESCRIPTION M/E Engineering, P.E. 150 North Chestnut Street FIRST FLOOR MATERIAL: VINYL PLANK FLOORING Rochester, NY 14604 VPF-1 BEDROOMS, FLOORFOLIO STYLE: TIMBER 585.288.5590 KITCHENS,AND COLOR: 636-672 LIVING ROOMS TYPE: I 8MIL WEAR LAYER structural engineer TDM Consulting Engineering 09 68 00 -CARPETING 550 North County Road,Suite E TAG APPLICATION MANUFACTURER DESCRIPTION Saint James, NY 11780 MATERIAL: NYLON(CARPET BASE) 631.686.5234 CB-1 SECOND FLOOR MOHAWK GROUP STYLE: LIVING QUARTERS BEDROOMS COLOR: SUMATRA BLEND 852 TYPE: BROADLOOM key 09 6816 -SHEET CARPETING -- TRUE TAG APPLICATION MANUFACTURER DESCRIPTION I I I I I I I I L NORTH MATERIAL: NYLON CPT-1 SECOND FLOOR MOHAWK GROUP STYLE: LIVING QUARTERS + BEDROOMS COLOR: SUMATRA BLEND 852 D O TYPE: BROADLOOM i MATERIAL: NYLON Oo CPT-2 STAIRS J&J INVISION STYLE: BOULEVARD ° COLOR: PENNY LANE 1520 TYPE: I ENCORE BCF 09 9123 -INTERIOR PAINTING ., TAG APPLICATION MANUFACTURER DESCRIPTION --------______________ project MATERIAL: -- ----------------- COLOR: NATURAL CHOICE SW7011 SUPPORT 4.LINE OF ROD 12" 1A.LINE OF SHELF 20 VINEYARD VIEW - - PT-1 WALLS SHERWIN-WILLIAMS 2A.LINE OF BRACKET _ _ _ FINISH: FLAT MAXIMUM SPAN FOR ROD& TYPE: LATEX SHELF. PROVIDE ADDITIONAL a SUPPORT BRACKETS o �! o �' MATERIAL: 2.LINE OF BRACKET w MAXIMUM SPAN FOR ROD& '1111 LU w D County Road 48 DOORS,DOOR U_ 11' SHELF. PROVIDE ADDITIONAL w PT-2 FRAMES AND STAIR SHERWIN-WILLIAMS COLOR: EXTRA WHITE 7006 W SUPPORT BRACKETS ------" STRINGERS FINISH: SEMI-GLOSS 3.LINE OF ROD _-_- --= PROVIDE BLOCKING Greenport, NY 1 1944 TYPE: LATEX PROAT VIDELL BLOCKING AT ALL SHELF seal SUPPORTS LF -------------------- MATERIAL: -, - -_ _-- SUPPORTS * ==-___--- _--___-=-- - �R AR BATHROOMS, COLOR: NATURAL CHOICE SW7011 CLOSET COMPONENTS ,��%s� ,gyp Q, 'S/) PT-3 SHERWIN-WILLIAMS FINISH: SEMI-GLOSS P c0 v KITCHENS,AND TRIM • SHELF CLOSETMAIID AT) 2'-0"[24"] 2'-0"[24"] TYPE: LATEX . MODEL:SUPERSLIDE SHELF • 12"DEEP x WIDTH MATERIAL: • (FIELD VERIFY FULL CLOSET WIDTH) CLOSET PLAN DETAIL © LINEN CLOSET PLAN DETAIL s COLOR: NATURAL CHOICE SW7011 • VINYL COATED WIRE VENTILATED SHELVING CLP-1 CEILINGS SHERWIN-WILLIAMS FINISH: FLAT COLOR:WHITE � 421- yO TYPE: LATEX 1A.SHELF(LINEN) OF NE`N • MANUF:CLOSETMAID • 09 97 23 -CONCRETE AND MASONRY COATINGS MODEL:CLOSE MESH SHELF20"DEEP x WIDTH 1111 E TAG APPLICATION MANUFACTURER DESCRIPTION • (FIELD VERIFY FULL CLOSET WIDTH) issued date description I VINYL COATED WIRE VENTILATED SHELVING + MATERIAL: CONCRETE SEALER COLOR:WHITE TELCO AND WATER COLOR: PREMA-CRETE PLEX-SEAL CLEAR SEALER 1 03/15/19 Issued for Construction CS-1 PPG PAINTS 2.BRACKETIi SERVICE ROOMS FINISH: MATTE • MANUF:CLOSETMAID TYPE: I • 12"DEEP • (FIELD VERIFY FULL CLOSET WIDTH) EO�t FINISH TAG KEY • VINYL COATED WIRE VENTILATED SHELVING i 1.SHELF • COLOR:WHITE i CEILING NOTE:PROVIDE BRACKET SUPPORTS AS j i 12" 1'-8"[20"] L.REQUIRED TO MAINTAIN A 36"MAXIMUM i j i 1A.SHELF WALL UN-SUPPORTED LENGTH FOR SHELF SPAN AND BASE AT EACH END OF SHELF1.12.BRACKET 2A.BRACKET i 1.SHELF i _ FLOOR • MANUF:CLOSETMAID ` " ` • 20.5"DEEP 12" 1A.SHELF o • (FIELD VERIFY FULL CLOSET WIDTH) 4.ROD I' 2A.BRACKET STORAGE ACCESSORIES • VINYL COATED WIRE VENTILATED SHELVING • COLOR:WHITE 2.BRACKET SUPPORT ❑ FULLY ACCESSIBLE BEDROOM&COAT CLOSET WITH WIRE MESH SHELVING,SUPPORT BRACKETS AND • NOTE:PROVIDE BRACKET SUPPORTS AS +F i Al RODS,SEE DETAIL 1/A11.00 REQUIRED TO MAINTAIN A 36"MAXIMUM i 1A.SHELF o UN-SUPPORTED LENGTH FOR SHELF SPAN AND j Z3C 3.CLOSET ROD Q j AT EACH END OF SHELF ZILL i a 2A.BRACKET ❑ TYPICAL BEDROOM&COAT CLOSET WITH WIRE MESH SHELVING,SUPPORT BRACKETS AND RODS,SEE .ROD = i a DETAIL 1/All 1.00 UPPORT `� 3.CLOSET ROD cn i • MANUF:CLOSETMAID ! T ROD ! 0 oLL 1A.SHELF q q • MODEL:SUPERSLIDE x 3FT;4FT;6FT;8FT TYPICAL BEDROOM&COAT CLOSET WITH WIRE MESH SHELVING,SUPPORT BRACKETS AND RODS,SEE ';; ? M 2A.BRACKET "' title Bt (FIELD VERIFY LENGTH) DETAIL 1/Al 1.00 • 314"DIA.TUBULAR STEEL I ! C? • EPDXY COATED STEEL MILLWORK AND TRIM - -- - - - - • COLOR:WHITE O34"POPLAR WINDOW STOOL W/%"x V2"POPLAR APRON. 4.ROD SUPPORT u i' PAINTED FINISH COLOR:DOVER WHITE q 2A.BRACKET FINISH SCHEDULE • M :CLOSETMAID !i o & CLOSET D • MODEL:SUPERSLIDE J-BRACKET CLOSET ROD !i -cli WINDOWTREATMENTS SUPPORT i ----- -----! ii !i C OS DETAILS (FIELD VERIFY LENGTH) i HORIZONTAL LOUVER BLINDS @ WINDOW AS SPECIFIED IN PROJECT MANUAL,SECTION 122113. • RESIN • COLOR:WHITE • NOTE:PROVIDE ROD SUPPORTS AS REQUIRED TO MAINTAIN A36"MAXIMUM UN-SUPPORTED LENGTH A� ACCESSIBLE APT, CLOSET SECTION DETAIL A2 TYPICAL APT. CLOSET SECTION DETAIL FB� APT. LINEN CLOSET SECTION DETAIL + @ 2 VERTICAL LOUVER BLINDS PATIO DOOR AS SPECIFIED IN PROJECT MANUAL,SECTION 122116. FOR ROD SPAN AND AT EACH END OF SHELF AND ❑ HANG ROD + drawn by: GENERAL FINISH NOTES: checked by: --- 1.ALL INTERIOR WALL AND CEILING FINISHES TO COMPLY WITH SECTION 803 OF THE NYS BUILDING CODE. ALL scale: AS NOTED INTERIOR WALL AND CEILING FINISHES SHALL BE CLASS C RATING. 2.ADD ALTERNATE BEDROOM CARPET SHAW"GO FOR IT"#702 IN PLACE OF MOHAWK GROUP LIVING QUARTERS 1 APARTM E NT CLOSET DETAILS project number: 10002 "SUMATRA BLEND"852. 3.ADD ALTERNATE CEILING PAINT"BRIGHT WHITE"SW7011 IN PLACE OF"NATURAL TAN"SW7567. Q 4.ADD ALTERNATE RESILIENT SHEET FLOORING"MUSTY MAJESTIC"X810 IN PLACE OF"MALTED EMBLEM"X4795. 1 .00 SCALE: 3/4" = 1'-O" scaled inch sheet number TYPICAL APARTMENT NOTES: 0 R I U 1.ALL EXPOSED ELECTRICAL PANEL COVERS SHALL BE PAINTED TO MATCH THE ADJACENT WALL SURFACE. U UIL DING C 2.ALL ELECTRICAL WALL SWITCHES AND OUTLETS SHALL BE DECORA STYLE FURNISHED IN WHITE WITH WHITE 0 POLYESTER TRIMS. = 3.ALL HVAC DIFFUSERS AND RETURNS SHALL BE WHITE. +0 m m A ] 1 000 HHll�-- L � 17- 2� 3T 41 I + T I a C i H_ 0 C_4 CD FINISH LEGEND TAG DESCRIPTION T-1 GLAZED CERAMIC TILE-HEATHLAND , RB-1 4"HIGH VINYL WALL BASE-08 ICICLE VRF-1 VINYL RESILIENT SHEET FLOORING-HUSKY STREET G2380 VPF-1 VINYL PLANK FLOORING-TIMBER 636-672(8 MIL) CB-1 NYLON CARPET BASE-SUMATRA BLEND 852 B E A T T Y HARVEY COC O CPT-1 NYLON CARPET-SUMATRA BLEND 852 A R C H I T E C T S , L L P CPT-2 NYLON CARPET-PENNY LANE 1520 NEW YORK I MARYLAND 1300 Walt Whitman Road, New York, 11747 PT-1 PAINT-NATURAL CHOICE SW7011 (FLAT) p: (631)300-1010 PT-2 PAINT-EXTRA WHITE 7006 + owner/developer PT-3 PAINT-NATURAL CHOICE SW7011 (SEMI-GLOSS) Conifer Realty 1000 University Avenue Suite 500 CLP-1 PAINT-NATURAL CHOICE SW7011 Rochester, NY 14607 CS-1 CONCRETE SEALER-PERMA-CRETE PLEX-SEAL CLEAR SEALER 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. l g 150 North Roche Rochester,nut Street WATER � NY 14604 MECHANICAL BULK TELCO MECHANICAL BULK SERVICE BULK MECHANICAL BULK MECHANICAL 585.288.5590 BATHROOM BEDROOM CLOSET STORAGE ROOM CLOSET STORAGE BEDROOM BEDROOM BATHROOM BATHROOM BEDROOM ROOM STORAGE CLOSET STORAGE STORAGE CLOSET BEDROOM BATHROOM CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 structural engineer PT-3 PTA PT-3 PT-1 PT-3 PT-3 PTA PT-1 PT-1 PT-3 PT-3 PT-1 PT-3 PT-1 PT-3 PT-3 PT-1 PT-3 PT-1 PT-3 TDM Consulting Engineering RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 REA RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 R6-1 RB-1 RB-1 550 North County Road,Suite E T-1 VPF-1 VRF-1 VRF-1 CS-1 VRF-1 VRF-1 VPF-1 VPF-1 VRF-1 VRF-1 VPF-1 CS-1 VRF-1 VRF-1 CS-1 VRF-1 VRF-1 VPF-1 VRF-1 Saint James, NY 11780 631.686.5234 °, ° I ° key k ° I TRUE NORTH C BEDROOM I a ° BEDROOM � CLP-1 i — CLP-1 PT-1 ° ° PT-1 -- RB-1 l ° ° . 1 RB-1 C VPF 1 - . °° ° ° ° ° ° ° °.• s ° VPF-1 MECHANICAL MECHANICAL Q ^LOSET - °• ° ° °° CLOSET ° CLP-1 I I � I 11 I '° °• I I ; I I PT-3I � I _ � ° _ PT-3 RB-1 RB-1 ° VRF-1 �" I ! 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r------ � .-• - PT-3 �''I 44444 4444454 44455 4 444444545444544444444 ttt"tt ptt 11111 11111 _ - ` ;, ----, OO® 4444444544444 4444 244 4554585544444445 445 'Ttiti4 _ tk 11111tttt O O �r---- ,�, _ PT-3 ^ RB-1 5544444444444 45 2444 4444454544444455 44 , tt 11111 1111 _ RB-1 r42� Ot� t 544442%444555 '41444 _____,445454 54 �� ttttttx�ttt tti� li Ir - VPF-1 .0 0 L 4 5 4 4 4 4 1 4 4 4 4 4 5 4 4 t t t t t t •t t t t t I \ \ ,.,� �` I �; 4 I � I _\ O O' VPF-1 OF NE� 4 4 4 4 5 5 4 4 4 5 4 5 S 1 •'r_r /, /,'r/ _ __1 =___� 44 44 444 5 554 44 t'�X tt'" ttxtttt I I�-=_=� \\ \ \ \\ \ I / / 1 LIVING ROOM I(� , I 4444455 41 4444 I O O __ ______E J-- LIVING R O OM issued date descriptiontionCi 00 O CLP-1E11171111'�PT-1 ------- PT-1 1 03/15/19 Issued for ConstructionRB-1 0 RB-1 VPF-1 IF - ---- ---- VPF 1 4 n 1 \ - i UNIT NUMBER UNIT NUMBER UNIT NUMBER UNIT NUMBER r !''ri,/ 1ir UNIT NUMBER _ UNIT DUMBER --- ------ UNIT i I / 101 102 i ' r '/i _ 103 104 - ----- 1 \. \\ '\\\ 105 �� 106 UNIT TYPE UNIT TYPE y/ ri/1 I; 44�,t\ ` UNIT TYPE UNITTYPE - --- \ \\ \`,\`' UNIT TYPEC2 / r r , - - \ \ UNIT TYPE A365 A5 L �, A3 C2 � I i � \ \ L i I I I 1-Ji I I I � L J a ° ° ° e° °a° ,v > ° ° I ° . �, ,ISI - I °• ° °• ♦ '. . • • ° ° °v °v • . ° 77 77 title v ° 0 0 •� > s I • v a ° • 8 . l t ° , ° ° ° ° . • . . ° ° ° ° ° • FIRST FLOOR ° ° • ° FINISH PLAN ° 13 ° a G drawn by: --- CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP 1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLPA CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP 1 checked by: --- PT-1 PT-1 PT-3 PT-1 PT 1 PT-1 PT-1 PT-1 PT-1 PT 3 PT-3 PT-1 PT-1 PT-1 PT 1 PT 1 PT 1 PT-3 PT 1 PT-1 CL RB-1 RB-1 RB-1 RB 1 RB-1 - RB-1 RB 1 RB 1 RB-1 RB-1 RB 1 - RB 1 RB 1 RB 1 RB 1 RB 1 - scale: AS NOTED H CPT-2 VPF-1 VPF 1 VPF-1 VPF-1 VPF-1 CPT-2 VPF-1 VPF 1 VPF 1 VPF-1 VPF-1 VPF-1 CPT-2 VPF-1 VPF 1 VPF 1 VPF 1 VPF 1 CPT 2 STAIRS COAT CLOSET KITCHEN LIVING ROOM COAT CLOSET STAIR LANDING ENTRY STAIRS COAT CLOSET LIVING ROOM KITCHEN KITCHEN LIVING ROOM COAT CLOSET ENTRY STAIRS STAIR LANDING COAT CLOSET LIVING ROOM KITCHEN COAT CLOSET STAIRS project number: 10002 scaled inch o sheet number U O U 1 FIRST FLOOR FINISH PLAN BUILDING C A11.01 SCALE: 3/16" = 1'-0" m 3I 4I +8 y H • I I N F_ � A� FINISH LEGEND TAG DESCRIPTION T-1 GLAZED CERAMIC TILE-HEATHLAND ^^" RB-1 4"HIGH VINYL WALL BASE-08 ICICLE VRF-1 VINYL RESILIENT SHEET FLOORING-HUSKY STREET G2380 VPF-1 VINYL PLANK FLOORING-TIMBER 636-672(8 MIL) CB-1 NYLON CARPET BASE-SUMATRA BLEND 852 B E A T T Y HARVEY COC O CPT-1 NYLON CARPET-SUMATRA BLEND 852 A R C H I T E C T S , L L P CPT-2 NYLON CARPET-PENNY LANE 1520 NEW YORK I MARYLAND 1300 Walt Whitman Road, New York, 11747 till— PT-1 PAINT-NATURAL CHOICE SW7011 (FLAT) I q p: (631)300-1010 PT-2 PAINT-EXTRA WHITE 7006 owner/developer PT-3 PAINT-NATURAL CHOICE SW7011 (SEMI-GLOSS) Conifer Realty 1000 University Avenue Suite 500 CLP-1 PAINT-NATURAL CHOICE SW7011 Rochester, NY 14607 CS-1 CONCRETE SEALER-PERMA-CRETE PLEX-SEAL CLEAR SEALER 585.324-0500 civil engineer LKMA 437 &405 South Country Road Brookhaven, NY 11719 631.286.8668 m.e.p. &f.p. B 150 North Chestnut Street= M E Engineering, P.E. Rochester, NY 14604 MECHANICAL BULK MECHANICAL BULK BULK MECHANICAL BULK MECHANICAL 585.288.5590 BATHROOM BEDROOM CLOSET STORAGE CLOSET STORAGE BEDROOM BEDROOM BATHROOM BATHROOM BEDROOM STORAGE CLOSET STORAGE CLOSET BEDROOM BATHROOM CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP•1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 structural engineer PT-3 PT-1 PT-3 PT-1 PT-3 PT-1 PT-1 PT-1 PT-3 PT-3 PT-1 PT-1 PT-3 PT-1 PT-3 PT-1 PT-3 TDM Consulting Engineering RB-1 CB-1 RB-1 RB-1 RB-1 RB-1 CB-1 CB-1 RB-1 RB-I CB-1 RB-1 RB 1 RB-1 RB-1 CB-1 RB-1 550 North County Road,Suite E VRF-1 CPT-1 VRF-1 VRF-1 VRF-1 VRF-1 CPT-1 CPT-1 VRF-1 VRF•1 CPT-1 VRF-1 VRF-1 VRF-1 VRF-1 CPT-1 VRF-1 Saint James, NY 11780 631.686.5234 -- key - NORTH r/rr i f / r f / /r — -- --- \ \\ \\ \\ \\ \ \ \\ \ \\ \ \ \\ \ r ri r'i r/rrr rrr rr ri /i r rrrrrr'i rri,r i lri rri r'�r/,'r \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ rri r'i r/i`'r/ri rri/ri r/i r / / / / / 'i//i'ri'/i / \' \ \ \' \' \' \' \' \' 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KITCHEN UNIT TYPE BEDS REQUIRED PROVIDED REQUIRED PROVIDED Q ELECTRIC RANGE TOILET 101 C 3 B.R. 7.0' 14.2' 40' 54.3' Q ACCESSIBLE ELECTRIC RANGE 2❑ ACCESSIBLE TOILET 01 4 -11I 102 A-ANSI 1 B.R. 5.0' 15.9' 30' 62.6' O DISHWASHER WALL MOUNTED ACCESSIBLE TOILET \ 103 B 2 B.R. 6.0' 10.0' 35' 46.5' ® ACCESSIBLE DISHWASHER ® COUNTERTOP WITH BUILT IN LAVATORY B E A TT Y HARVEY COC O ARCHITECTS , LLP " 104 A 1B.R. 5.0' 15.9' 30' 62.6' 5O REFRIGERATOR5❑ WALL MOUNT ACCESSIBLE LAVATORY NEW YORK I MARYLAND r 105 A 1B.R. 5.0' 15.9' 30' 62.6' © ACCESSIBLE REFRIGERATOR © 25"STAINLESS STEEL KITCHEN SINK 1300 Walt Whitman Road, New York, 11747 p:(631)300-1010 106 C 3 B.R. 7.0' 14.2' 40' 54.3' O RANGE HOOD a SINGLE HANDLE LAVATORY FAUCET 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 LKMA 4. PROVIDE"D"PULLS AT ALL CABINETRY IN ANSI UNITS. 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 Brookhaven, NY 11719 THE OWNER AND INFORM THEM IMMEDIATELY AFTER INSTALLATION.ENSURE 13 ELONGATED TOILET SEAT 631.286.8668 ENERGY STAR LABEL REMAINS ATTACHED TO PRODUCTS AND APPLIANCES. 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. B l I R 150 North Chestnut Street 16 FLUSHOMETER Rochester,NY 14604 585.288.5590 17 POSI-TEMP VALVE 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 � N77 PLAN L � I + _ 9 1 O ❑ 1'-0" 1'-0" 1'-911 1'-6" 2'1 2'-0" 7-0" 2'-6" 2'-0" 1'-0" O O o 0 0 �? ----- - ------------i T N o ql, 0 TRUE 9 1 11" I 2'-11" / \ / project N 1 1 '`'" 11 I VINEYARD VIEW \ / \ / \ / 5 \ /==J 6 5 \ / I I / r--------------1 \ / I `o, `o, 3 o I i /// I I I \ D ifl co bo ED .. .. co bo I I L---- J "O coo � _- 6 �' County Road 48 .-- L- ------------------------ s Greenport, NY 11944 Li 8<12.0�71 1 ' --------- 1 6 9 \ seal \ I I Rc� - C =_-\- -- \ q i -----r--z_ I \�� GERq T� 0 0 _ ch / (U �� 0 ----- --------- 1 in rf" 0 1 \ / 3 I I 2'-0" 7-0" 9" 1'-6" 2'-9" T-0" a" 7-0" 2'-6" 1'-0" 2'-0" -L �'UF - •/ I I L---------------J issued date description K'8_N� KITCHEN-B ELEVATION 8 7 KITCHEN-B ELEVATION 7 6 KITCHEN-13 ELEVATION 6r_5_NIIIIIIIII� KITCHEN-13 FLOOR PLAN 4 1 03/15/19 Issued for Construction Q 2 07/01/19 Project Bulletin No.4 1,AE. SCALE: 1/2"= 1'-0" Al2.00 SCALE: 1/2" = 1'-0" Al2.00 SCALE: 112" = 1'-0" Al2,00 SCALE: 112" = 1'-0" "TYPE"B"KITCHE�PE 17.1-2009 ---- y � � U I I I i ' I r-----------------------------; cV I ; I F-6" 6-6" 1 1 1 2'-6" 2'-6" 2'-6" 1'-0" 1'-0" 1'-9" 2'-9" r ---- J I 21,ill It �o I 5'7N ---- 5 -� 1 F 4 4 4 r---------------I I no titleC _ --------- ----� ------_- - - KITCHEN rn 1 f ---- ------ ------ 0 / PLANS C 9 \\\ Ll /// \ \� \\ \\\ /// 5 0 I i i 1 1 C 1 L ' � - 0 6 bo ao ELEVATIONS oo - c'o co ao ao ' 1 L---�------ 1 & DETAILS , I 1 1 \ I 1O 1 oi ----------------- --- /'� O � �\ O I • D 1 �0 '�� /� 0 \` -----� i i i � drawn by: cl)` I _ = _ q o \ o checked by: --- scale: AS NOTE[ ------------------- ----------------- -----------Il'J 11 a - project number: 1000 a� 3 scaled inch v �° 2'-0" 2'-9" 9" 9" 2'-0" 2'-0" �, 9" 9" 2'_6" 9" 9" 2,_U" 2'-0" 9" 2'-9" 0 8'-3%" 9'-6" 5'-6" 8'4/N sheet number O 9 UBUILDING C 4 KITCHEN-A ELEVATION 4 3 KITCHEN-A ELEVATION 3r_2_N� KITCHEN-A ELEVATION 2 1 KITCHEN-A FLOOR PLAN Al2.00 SCALE: 112" = 1'-0" A 12.00 SCALE: 1/2" = 1'-0" Al2.00 SCALE: 1/2" = 1'-0" - Al2.00 SCALE: 1/2" = 1'-0" m "s J "TYPE"B" KITCHEN PER ICC All 17.1-2009 �-,� � O � + 2T + + J + + I H g N o - KITCHEN COUNTER TOP&SHELVING SUMMARY KITCHEN APPLIANCE LEGEND PLUMBING FIXTURE LEGEND i COUNTER TOP SHELVING TAG DESCRIPTION TAG DESCRIPTION (LINEAL FT.MIN.) (LINEAL FT.MIN.) Q (ITCHEN 10 ELECTRIC RANGE El TOILET UNIT TYPE BEDS REQUIRED PROVIDED REQUIRED PROVIDED 101 C 3 B.R. 7.0' 14.2' 40' 54.3' O ACCESSIBLE ELECTRIC RANGE ACCESSIBLE TOILET 102 A-ANSI 1 B.R. 5.0' 15.9' 30' 62.6' O DISHWASHER 30 WALL MOUNTED ACCESSIBLE TOILET 103 B 2 B.R. 6.0' 10.0' 35' 46.5' ® ACCESSIBLE DISHWASHER ® COUNTERTOP WITH BUILT IN LAVATORY B E ATT Y HARVEY COC O A R C H I T E C T S , L L P R 104 A 1 B.R. 5.0' 15.9' 30' 62.6' 5O REFRIGERATOR 5❑ WALL MOUNT ACCESSIBLE LAVATORY NEW YORK I MARYLAND 105 A 1 B.R. 5.0' 15.9' 30' 62.6' © ACCESSIBLE REFRIGERATOR © 25"STAINLESS STEEL KITCHEN SINK 1300 Walt Whitman Road, New York, 1174',, + �q p:(631)300-1010 106 C 3 B.R. 7.0' 14.2' 40' 54.3' O RANGE HOOD 70 SINGLE HANDLE LAVATORY FAUCET -�- owner/developer ® SINGLE HANDLErrUB FILL SHOWER HEAD Conifer Realty 1000 University Avenue Suite 500 NOTES: 9❑ KITCHEN FAUCET Rochester, 07 585.3322 1. PROVIDE FILLERS&SCRIBES AS REQUIRED FOR COMPLETE CABINET 4-0-05500 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 LKMA 4. PROVIDE"D"PULLS AT ALL CABINETRY IN ANSI UNITS. 437 &405 5. ALL WALL AND BASE CABINETS TO HAVE FULL DEPTH SHELVES. 12 TUB&SHOWER ENCLOSURE South Country Road 6. ALLOW INSPECTION OF ALL APPLIANCES.PROVIDE APPROVED SUBMITTAL TO Brookhaven, NY 11719 THE OWNER AND INFORM THEM IMMEDIATELY AFTER INSTALLATION.ENSURE 13 ELONGATED TOILET SEAT 631.286.8668 ENERGY STAR LABEL REMAINS ATTACHED TO PRODUCTS AND APPLIANCES. 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 Rochester, nut Street B NY 4604 16 FLUSHOMETER -� 585.288.5590 17 POSI-TEMP VALVE 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 631.686.5234 IMMEDIATELY AFTER INSTALLATION. 5'-7" key 3'-6" N PLAN I I I ❑ I I I r------- ---------------- + N + I I I T-9" 5'-6" I 6 2,_6" 2'_6" 1.6.. 1.0.. 1'0" 1'9" 2'-9" m i O C? �O j N i iv I \ I ao ;0 ❑ 2 -- \\ TRUE o 7 - 6 30"WIDE ACCESSIBLE ' project WORK SURFACE 7 Al2.01 I-===1 r ------------ r----- ----r-- ---------�=1 ' ' � -------- ------------ 2 VINEYARD VIEW � ' , �\ , ; i I I I I > - 9 Q \ L- I -- ------------ 9 iv , I D 30"WIDE ACCESSIBLE _ \ _- _ __ ; --\ �\\- - D + WORK SURFACE �' �` Q '' N ' + County Road 4 4 6 _ G eenport, NY 181944 00 30"WIDE ACCESSIBLE _ --- L-J,, -- •=====J=====_�- - I ------ 6 ------- I -- - I seal WORK SURFACE q o �� ----- ---- I I I I • A� .r -- - -- � \ o _ �'- I ' i i ��QE ) ARC/,/ O Ile d o o 9 --- (V N CV � s i s�T 021 .:2�y0 Il" 2,g, 1�-3- 2.0" 2'o" �„ 2,6„ 4.. 2.6" g.. 2.0., 2.0.. 9" 2'.9" „ In _ �---' 8'4V,„ issued_._ date O F , E 8.3� 9'10%" 5-6' e description + 8 KITCHEN-A-ANSI ELEVATION 8 7 KITCHEN-A-ANSI ELEVATION 7 6 KITCHEN-A-ANSI ELEVATION 6 5 KITCHEN-A-ANSI FLOOR PLAN 0 1 03/15/19 Issued for Construction Q 2 07/01/19 Project Bulletin No.4 A112.01 SCALE: 112" = 1'-0" Al2.01 SCALE: 112" = 1'-0" Al2.01 SCALE: 1/2" = 1'-0" Al2.01 SCALE: 112" = 1'-0" "TYPE"A" KITCHEN PER ICC�A117.1�-2009 'I I I I I 17 r- tV I I I I I I I I I I 6-6" 4'-6" r---------------J I � 1.0., 2'_6.. 2,_6„ 2._6" 1,0- 1.�" 1,g" 1 g- 2"1" 2'6" 1'4'-7- r 4'-7" r---- 5 --Y-� r---------i---- h li ; {� \2 1 I I i I I I OO ; 3 Al2.01 ; title \ _fiT KITCHEN cli L-----1 � a O --- U ----------- --- ------- - ---- N I . N N 1 _ - --- 0 r �? ' PLANS 6 LJ 1 1 I I I I I ELEVATIONS 3 0 ----- J 00 - ' Q & DETAILS I I L______________ I I II G drawn by: --- - I I II checked by: \ / \ c:, _ _____ scale: AS NOTED / ----------- L N A project number: 10002 L/Lo _ _-- scaled inch i J 2'-0" 9" 9" 2'-6" 9" 9" 2'-0" 2'-0" 9" 1'-9" � sheet number 7'-7%" 4" BUILDING C 4 KITCHEN-C ELEVATION 4 3 KITCHEN-C ELEVATION 3 2 KITCHEN-C ELEVATION 2 1 KITCHEN-C FLOOR PLAN 0 ' Al2.01 SCALE: 1/2"= 1'-0" Al2.01 SCALE: 112" = 1'-0" a Al2.01 SCALE: 1/2" = 1'-0" Al2.01 SCALE: 1111 '=1';0" "TYPE°B° I�:TC'HFt�i.PER ICC A117.1-2009 m 1 O + ih�ll'---- T' Jy I L-F I�- JTI - 7 8 9 0 N O s BEATTY HARVEY COCO ARC H I T E C T S , L LIP NEW YORK I MARYLAND A 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 civil engineer LKMA 437 &405 South Country Road Brookhaven, NY 11719 631.286.8668 m.e.p. &f.p. M/E Engineering, P.E. +B 150 North Chestnut Street Rochester, NY 14604 585.288.5590 structural engineer TDM Consulting Engineering 550 North County Road,Suite E Saint James, NY 11780 631.686.5234 ♦ d ° key TRUE I, (_ ® d i ® .dJ3 ® - ° I L_J I I 10 A W J ED-'Y- ' . 1 -- II xxxxxx—xx-'xxxxxxxxxxxxxx-xa-—xxxxxxxxxJ6 II'1 xxxxxxxx_(�xxx_xxxxx°xxxxxxxxxe�rI°-xxxxxxxxxxxxxxx_-_-xxxxxxxxxxxxxxx_xxxxxxxxxxxxx-xx_-xxxxxxIIIxxxxxxxx�x1II�w xxxxxxxxxx_xxxxx- xxxxxxxxxxxxxxx,1�xxxxxxxx))„xxxJ�II_-xxxxxxxxxx'xxIxxxxxxx--xJII-_I.I1ILIIrI xxxxxxxxxx�4-_xxxxxxxxxx-�°xxxxxxxxxx'I=I_xxxxxxxxxx°�a-�I�� I• �r�> _•_i °I-°v°d��—°*i,xxxxxxxrt xxxxxxxxkI i/rxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxaI /xxxxxxxxxxxxxxxxxxxxxxxxxxxxx�//_L///IIxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx�_/–xxxxxxxxxxxxxxxxxxxxxxxxxxxxtxx//__xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx__xxxxxxxxxxxxxxxx�xxxxxxxxxxxxxxx/////__xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx//xxxxxxxxxxxx_xxxxxxxxxxxxxxxxxxxI1///'xxxxxxxxxxxxxxxxxxxxxxxxxx-,�xxxx1 II1IIxxxxxxxxxxxxxxxxxxxx1I11xxxxxxIII,rxxx Lf–'.–_-------9–__---_d-J,--I-•11II�°I a •° Ii� a <txxxxx I d•xxxxxxxxxx°♦IL°xxxxxxxxxxxxxxxxxxxxIL xxxx,x_xxxxxxxxxxxxxxxrxx�xxxxxaxxxxxxxxxxxxe,xxXxxxxxxxxxxxxxxxx,x//1--_xxxxxxxxxxxxxxxxxxxxf-xzx-_xxxxxxxxxxxxxxdxxxx/•°xxxxLxxxxxxxxxx,xx-xxxxx-r° /–/xxxxxxxxxxxxxxxxxxxxxx/--°d–xxxxxxxxxxxxxxxxxxxxxx--I/xxxxxxxxxxxxxxxxxxxxxx°y�--1III_•xxxxxxxxxxxxxxxxxxxxx'dxII�-e III�_I xxxxxxxxxxxxxxxx,xxxxx/%d;I'-°xxxxxxxxxxxxxxxxxxxx.xIwIII,�I III rL-'I—xxxw®xxxxxxxxxx•xT\(xxxx\xxxxw—xxxxxxx-lIIxxxxxxx xxI\xxxIxxxx—\o xxxxx\xxxxxxxxxxx xx'xxxxxxxxxxxxxx\\=xxxxxxxx\xxxxxxxx,I_xxxxxxxx\xxxxxxx\\xxxxx\xxxxxxx xxx\xxxxxx\xxxxwxxxx\\xxxxxxxxxxv xxxx wxxxxxxxxxxxxwwxxxxxxxwxxxxxwx_xxxxxxxxxwxxxxx�xxxxxxxx� DI° • -{ _ •♦1 D x'xxxxxxxxxwI xxxx+xwx-xxxxxxxx2x°°-°°xxxxxxxxxx°xxxxxxxx°xwxxxxxxxL`xxx'xxxxi Ixxx xxxxxxxxxxx-°-xxxxxxg -xxxwxx--_xxx-xxx-_°xxxxxx---°_xxxxxx°_xxxxxx_xxxxxx•-xxxxxx,__1Ixxxxxx°°..-_-x”-xxxxxxxxx°-xxxxxxxxxx-`e xxxxwxxwxx-_°j'_xxvxxxxxxx11 IIIBB_xxxxxx°III❑xxxxxx_( kIII_°II�xxwxxx-_--xxxxxx�_®xxxxxxIII-$xxxxxx -_-x�,':'i, ®®xxnxxxxxxxxxxxxx•II xx x�xxxxxx�xxxxxx'-xxxxxxxxxxxxxxx_-x:ra*xxxxxTxxxx- IIIxxxxxxx,xxxxx-xxxxxxxxxxxx_-aasxaxxxxxa-°xxxxxxxxxxdxxxxxx+xxxxI-xxxxxxxll♦III-j xxxxxxxx_lxxxxxxx/xx(_I+xxxxxxxxgy_dxxxxxxxxp\I_ xxxxxxxxxxx-)1xxxx_xxxxx zxxxxxxxxxx!'llxxxxx_:d at° ' _•- (xx+-xxxxx,Ir xxxaxxxxxxxxxxxxxx�_�xxxxxxxxxxxxxxxxd xxxxxxxxxxxxxxxx°�xxxxx/xxxxxxxxxxx/°__--xx/xxxxxxxxxxxxxxx//__xxxxxxx/--xxxxxxxxxx/xxxxx__/xxxxxxxxxxxx//_xx/xxxxxxxxxx_xxxxxxxxxxxxxxxxxxxxxxxx_�_-/♦Jxxxx/xxxxxxxxx�xxxxx1_-I r�xxxxaxxxxxxxxxxxx�_ffdiIII xxxxx/xxxxxxxxx,xxxn- i•xD-x�xxxxxx"xxxxxxxxxx\\°I_1\°- wxsxx_xxwawxwxwxxxxxI1IIII_xIIwxxxxxIIxxxxxxxxxxxxxx\o\�1I III L\xxwxxxxxxxxxnxxx_xxxxxp xxxx•xxxxxxxxxxxnxxxxx_\-\xxxxxxxxxIxxxxxxwxxxx-_sxwwxxxxxxxxxxxxxxxxx1\�I_--\=xxxxxxxxxxxwxxxxxxxx °_,-_xx+xxxxxxxxxxxxxxxxxs\ c wxxxxxxvxxxxxxxxxxxwxxxxxxxxxxx1xxxxxx:xc°exxxxxxxxxwxxxxxxxxx x D�ISxxxxxwxxwxxxxxxxxxx •° + III xxxxxxwx i-�fxxxxxxxx-•--_xxwxx5xxxxxxwxx�x_xxxxxxxxxwxxxxx__=xxxxxxxxxx:xxxxx_�sxxxxxxxxxxxxxxxx_1�xxxxxxxxxxxxxxxi_xixxxxxxxwxwxxJ`('xxxxxxxxxxIxxxxxxxxxxxxxx_xxxxxwxxwxxxxwxI xxxxxxxxxxxxxxxxxxxxxxxxxxxxxx_xxxxxxxxxxxxxxx__xxxxxxxxxxwxxxx__--xxxxxxxxxxxxxxx-_-xxxxxxxxxxxxwx-_-,xxxxxxxxxxwx_-II---xxxxxxxxxxxxxxxxx®c,xxxxxxxxxLIIIIII wxxxxxxxxxnx*xx_,�,Ixxxxxxx.•, Cxxxxxxw*'*xr„sxxII�xx4IIKwvk.,.,IIIr_I\\xxxxxxxxxxxxxxxxxxxxxxxxx�xx\__ __xxxxxx–xxxxxxxxxxxxxxxx�xxxx�\J xxxxx_1xxxxxxxxxwx,uxx�xx \__xxxxxxxxxxxxx:xxxxxx�xx�xx.c xxx-xxxxx_�xxxxxxxxxxxxxx�xx;-\�xxxx\xxxxxw xxxxxx_�xxxxxx_�xx\\xxxxxxxxxxxKxxxxx�xxxxx�xx__'x\\xxxxxnxxxxxxxxxxxxxxxxw>s�_\\xxxxxxxxxxxxxxxxx�xxxxxx�x'' xxxxxxKxx?,xax;„ •°t ° ° �--—;_- °-- °I N�, xxxxxxxxx`-•- -_Txxxxxxxx,/III �- -xxxxxxx-x– °_d •- xxxxxxxxb��- -xxxxxxxx°- - xxwxxxxxIIII _�xxxxxxxK__x'xxxxxxxx__x'xxxxxxxa_I __xxxw5wwxx, ° xxxxxxxxx_�- _xxxxxxwxx,._L-J ixwxxxxxxx, cxxxxxxx> _xxxxxxw„,8xxxxxxxI I�II xxxxxxx�xxxxxxxxx,° xxx l❑ I I D ro '1 ectp �� xxxxxxxxxxxxxxxx VIN .E, Y_ A*`hi'� "R•"��DV.+ A �O- N IVfl I E �W 0 xx xxxxxxxxxxxxx _ County Road 48 Greenport, NY 11944 ® seal xxxxxD xxxxxxxxxE'(i --_____-___rII L ff IL) r____-__ ____-___ Tr- DID OO U O OOO O p Joi__________ O ----, -_____________ I ( ----- issued date description � L- 11 r N LL 00 - ------- -------00 03/15/19 Issued for/C� o n*s. tru ction L @ L L El 777 a d° ° title Tt ♦ d FIRST FLOOR d FURNITURE PLAN ° A . drawn by: --- UNIT NUMBER: 101 UNIT NUMBER: 102 UNIT NUMBER: 103 UNIT NUMBER: 104 UNIT NUMBER: 105 UNIT NUMBER: 106UNIT TYPE: C2 UNIT TYPE: A3 UNIT TYPE: B5 UNITTYPE: A5 UNIT TYPE: A3 UNIT TYPE: C2 checked by: BEDROOMS: 3 BEDROOMS: 1 BEDROOMS: 2 BEDROOMS: 1 BEDROOMS: 1 BEDROOMS: 3 scale: 3/16" 1'-0"AREA: 1318 S.F. GROSS AREA: 765 S.F. GROSS AREA: 923 S.F. GROSS AREA: 776 S.F. GROSS AREA: 765 S.F. GROSS AREA: 1318 S.F.NET AREA(HCR): 1259 S.F. NET AREA C705 S.F. NET AREA(HCR): 863 S.F. NET AREA(HCR): 705 S.F. R) 705 S.F. NET AREA(HCR): 1259 S.F. project number: 10002 NET AREA(HC UQ scaled inch UO sheet number U llBUILDING C 1 FIRST FLOOR FURNITURE PLAN m A13.01 SCALE: 3/16"= 11-0" y I I I o , o BEATTY HARVEY COLO 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 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. 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IIS I j - \\ \\ : \\N I \ 1 rxxxxxax xxxx L L\-�� F@7 raxxxxxa xa xr - 1 _ J wwwwwwwwwKwa \ \ \ \ wwwwwwwwwwww rxxxxxxxxxxx /, / / / raxxx%xxxxxx ® Kxxxx%xxxxxx i / / / ��wwwwww wwwr ' wwwwwwwww* x xaxxxxxx L � i I'/'/r / '/,'/ wwwwwwwwww xxxxxxxxxx ! 1 / w F ._`� \�\\1 1 \\ r / xw ww wwwwww Ir I wwwwwwwwww � � i xxxxx+xxxx .wwwwwwwwww raxxx xxx xxxx .wwwwwwwwww ! -- rxxxxxxxxxxx ' wwwwwwwwww xxxaxxxxxxx title wwwwwwwwww I � rax xxxaxxxxa 4wwwwwwwwww ® raxxx%xxxxxa wwwwwwwwww-, i raxxx xx xxxxx ,wwwwww+www j _ ® *%xxxxxxxxxx SECOND FLOOR FURNITURE PLAN drawn by: --- UNIT NUMBER: 101 UNIT NUMBER: 107 UNIT NUMBER: 108 UNIT NUMBER: 109 UNIT NUMBER: 110 UNIT NUMBER: 106 checked by: --- UNIT TYPE: C2 UNIT TYPE: A4 UNIT TYPE: B6 UNIT TYPE: A6 UNIT TYPE: A4 UNIT TYPE: C2 BEDROOMS: 3 BEDROOMS: 1 BEDROOMS: 2 BEDROOMS: 1 BEDROOMS: 1 BEDROOMS: 3 scale: 3/16"= 1'-0" N GROSS AREA: 1318 S.F. GROSS AREA: 867 S.F. GROSS AREA: 998 S.F. GROSS AREA: 876 S.F. GROSS AREA: 867 S.F. GROSS AREA: 1318 S.F. NET AREA(HCR): 1259 S.F. NET AREA(HCR): 807 S.F. NET AREA(HCR): 938 S.F. NET AREA(HCR): 805 S.F. NET AREA(HCR): 807 S.F. NET AREA(HCR): 1259 S.F. project number: 10002 U scaled Inch o sheet number U O U BUILDING C r 1 SECOND FLOOR FURNITURE PLAN A13.02 SCALE: 3/16"= 11-0" m 9 U 2l �-- | C13 NOTES ET 1 �� Pn��EB��T��V�G��|�� 2. ALL VERTICAL RISERS ARE VENTED THROUGH THE ROOF AND ARE NOT TO BE CAPPED.EACH VERTICAL RISER WILL osSTUBBED TOANAPPROXIMATE:HEIGHT OFoINCHES xB0iETHE FLOOR.EACH STUB THROUGH THEL L x� I,]I T-:�, -T Ul CONCRETE FLOOR SHALL HAVE A TEMPORARY CAP UNTIL SOLID 4"DIAMETER PI PE RISERS ARECONNECTED. 3. THE DESIGNATED CONTRACTOR SHALL APPLY A VAPOR BARRIER BEFORE THE POURING OF THE CONCRETE ~^' ""`',"" = '2 8U0,THE VAPOR BARRIER G�LLOETIGHT AND CARE SHALL BE�KENT0ENSURE T�JMINIMUM DAMAGE AND «ovvc THE ROOIta F 1 7 LAPPED T.O.ROOF TRUSS RIDGE PUNCTURES OCCUR TOTHE VAPOR BARRIER.ALL SEAM J0wT8FOR THE VAPOR BARRIER SHALL eEOVER uu«F«uETHE VERTICAL RERRDOFEX �USTT IL AMINIMUM OF12INCHES.ANY PIPE PENET�J|UN|NTER�CE8THFOUGHTHE VAPOR nAR�ERG�LL8ESEALED EL WITH VULKEM POLYURETHANE CAULKING.IT IS ALSO RECOMMENDED THAT THE SEAMS BE SEALED WITH CAULKING ORATYPE OFADHESIVE. WITH A 180 DEGREE 7 EXHAUST POINTS SHALL BE A MINIMUM OF *. ALL UPPER FLOOR PEwET�J|OwHOLES FOR THE VERTICAL mu 8se8GHmnEROUTEDVwTHSCHEoVLc*0� --'--~~^ '` ' ^^~~`` SCHEDULE 40 4"ELBOW GOUDPVC PIPING THROUGH THE ROOF.ALL FLOOR HOLES SHALL BEPRUpcnnDmLLEDAND PREPPED D,THE VVI 14 in D�S|G�JsoCONTR«CTORVNTHAo*snEwCET0��L8U|LD|NGxwD8TRUCTU��|NTsGe|TYCOoc8�ALLI L-A WITH VENT GRILL T LT NEWYORK | MARYLAND /�_mERT|CALn|GEnSFLOOnpENET�J0wmTER�CsG8�LL8EF|nIGerED.xC0VERFLANGE8*ALLBE 1300 vvo|t VVk|tmon Road, New York, 11747 | |N�ALLEDT000VERT*EPENETRxTON|wT[R�CE� ' ' o. THERU0FEx*AUSTHOLsSGHALLBsCUT8YTHsDE8|GNAJEDCUwTRACTOnFURRUUT|NGvsnT|:AL owner/developer RISERS THROUGH THE ROOF.THE DES113NATED CONTRACTOR SHALL THEN PROPERLY SEAL THE ROOF OPENINGS ANDP|PEEXHAUGrPENET��0wGACCORo|wGT08PsC|F|�J0wS.COoE.ANDG7�NDARo0FPR�CT|Cs. ��nifo�r Realty lOOOUniversity Avenue Suite 5U0 0� |pTHEROOFEXxAUSTPO|NTFnU�THER|GEn8|SLE8GT*�w�pEETFnO�FRsSH+^|RRsTURN.T�ENTHE Rochester, NY 14607 Ex*�USTpO|wTYwu��TOBER0UTsoT0�csTTHE1OrsETC��nAw�snEUU|�smENT� 585.324'0500 7. THE EXHAUST POINTS SHALL BEA MINIMUM OF 12 INCHES ABOVE THE ROOF SURFACE.THE VERTICAL RISER ROOF EXHAUST PIPE SHALL BE ELBOWED WITH A 180 DEGREE SCHEDULE 40 4"ELBOW.THIS PROCEDURE WILL T -I i �_ I -_ E��L_j� _L i LL, i civil engineer ENSURE THAT MINIMUM RAIN AND OTHER WATER WLL REENTER THE VENT STACK.EACH VERTICAL RISER SHALL I FIT TTT ALSO HAVE A GRILLED EXHAUST VENT.THIS VENT CAP CAN BE PURCHASED FROM VARIOUS SOURCES.THIS L|��@�� PROCEDURE WLL PREVENT SMALL DEBRIS AND VERMIN FROM INFILrRATING THE VENT STACK. ' ^ 437 &4O5 South Country Road L it 0. VENT STACKS SHALL NOT PENETRATE THE ROOF ASSEMBLY THROUGH VALLEYS OR FIRE RETARDANT Brookhaven, NY 11719 PLYWOOD.SHIFT|NTRUSS SPACE TUCLEAR SUCH ASSEMBLIES. F I T 631.286.8668 ta Hit 9. ALL EXPAmG0NJOINTS AND VALUFLUORJOINT|mTEn�CEGSHOULD 8EFIRE GAFEoAlL � mep &f �AwUpACTURsnG'GPnEpP|wG.CLEAN|NG�wDAPPu��0N8PEC|�0�|ONSG*OULDBsF0LLOV�D� ' � ' 'p' 4T FUTURE INLINE EXHAUSTROOF PROVIDE M/E Engineering, P.E. +10. ALL PIPE AND CONDUIT FLOOR PEwB�T|OwiwTER�CE8GH�LBES�LEDAND F|RE�FEo. 150 Chestnut Street Rochester, NY 14604 11 CARE8*0ULDBET�xENTOGEALa�OCKY�LLPENET�J|ONSwwT*CAULmwG � . 585.288.6590 12. THE BLOCK WALLS SHOULD HAVE ACAPPED BLOCK»TTHE TOP y� structural engineer 13. AFTER THE BUILDING|GBUILT BEFORE CARPET AND DRYWALL|SINSTALLED,xCAREFUL INSPECTION SHOULD BE MADE OF THE CONCRETE FLOOR FOOTPRINT AND WALLS TO ENSLIRE THAT THERE ARE NO MAJOR STRESS TDM Consulting Engineering CRACKS,VOID PENETRATIONS 4''PVC PIPE CO O JJO Nn�hCountyRoad,Suite E PVC PIPE CONTINUOUS O8GsnvEDp�ENT|ALSOIL VAPOR ENTRY POINTS SHALL 8E6�uEo��THPOLYURETHANE CAUL0wG. -JL Saint James, NY 11780 &UNINTERRUPTED ' 631.686.5234 1*. ALL INTERFACE. 15. PROVIDE ELECTRICAL CONNECTIONS«rROOF FOR FUTURE FAN INSTALLATION xTvswTD.CoUno|w*TsvmTx ` ELECTRICAL DRAW NGS. key J TRUE C NORTH [l ' ` ij IF Z 17 BID project ` | VINEYARD C�[� ��|�H� ` v || ��_ | ��P^�� |L-vv Efi 0 ' _ISEC�| 0 COUDt» Road 48 Greenport, NY 11944 seal ALL VERTICAL RISER FLOOR PENETRATION ED 4"PVC PIPE CONTINUOUS INTERFACES SHALL BE FIRE SAFED.A 4"PVC PIPE CONTINUOUS 107 &UNINTERRUPTED COVER FLANGE SHALL BE INSTALLED TO if _0 &UNINTERRUPTED COVER THE PENETRATION INTERFACE. (LABELED) hc 0, T.O.SECOND FLOOR SUBFLOOR DOD _�_ issued date description 03/15/19 Issued for Construction 91 13 FIRST FLOOR PLAN F�_ / | � 4"DIAMETER PVC PIPE CONTINUOUS& UNINTERRUPTED(LABELED) + ADHESIVE SEALANT CLAMPING RING title _T VAPOR BARRIER PIPE BOOT . DIAMETER. ,, 4^DIAMETER PVC SOIL-GAS COLLECTOR ED E0 SOIL-GAS COLLECTOR ~�'�``' ~~`~^�^ `~~PERFORATEDP|PE&TEE PASSIVE | PERFORATEDPIPE&TEE CONNECTOR CONNECTOR RADON-RESISTANT � ^� �~� � U �� U �� ^� � U7� . '^ -_.. .'�.~.~^�~�`^�.` . �.....,�.,. �� ^�� U �K �U��—�� ~`�U `� U �� U�� U In n u*� //��/ u�x� " ~^ ^~�~ ~�� " ` " ~�~��"�� " " ~" � " | | � SYSTEM 4� ruunEuuumCxE/E SLAB PVC"T"FITTING 4"PERFORATED PVC PIPE + / In / drawn by: -- 6 MIL CLASS"A"VAPOR BARRIER UNDER 7 CID BID04 C14 _�...---_ checked by: -- � � � co -v-__-�- scale: N.T.S. ELEV.OLO" ~ project number: 10002 CN ! 6" �YE OF RICA it L CN AGGREGATE SIZE 1^|U1Y2" scaled inch 7, ,Onc-MM, � sheet number 0 UNDISTURBED NATURAL SOILS OR ~ COMPACTED ENGINEERED FILL J IL BUILDING^~ UILDING SECTION |�|� - — - FOUNDATION PLAN SCALE: 3/411' = l1-U11 ' @ +k _l_ _1_ 7- | | 2| ]| '� � ' -' � ` , �-L� ' ` � " �— _L _L _L | N 4 ,000 | --`f� � n� m 8 »/ a G E N ERA L NO T E S GRAVITY DESIGN LOAD SCHEDULE (ALL LOADS SHOWN ARE IN POUNDS PER SQ. FT.) " CODES AND STANDARDS WOOD FRAMING NCOMPONENT N 5P °"" "'" 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:CODE,2017 UNIFORM CODE SUPPLEMENT AND,AS REFERENCED, THE 2015 INTERNATIONAL BUILDING CODE. 1.2015 IBC,CHAPTER 15 2.2015 AWCC SDPWC ¢2. WHERE MORE STRINGENT,THE LATEST EDITION OF THE FOLLOWING CODES SHALL APPLY TO WORK: 3.2015 ANSI/AWC NDS. '-'-'cc 4.2015 AWC WFCM.A. AC1301, "SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS" z m be oBEATTY 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 o c 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 o 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: INSULATION 3 3 3 3 5 1300 Walt Whitman Road, New York, 117x7 �-- E. "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE",ACI 318. FB=825 PSI, FV=75 PSI, FC(PERP)=370 PSI, E=1,300,000 PSI) q p: (n R ad, New (2X8=825*1.15*1.2=1139,2X10=825*1.15*1.1=1044,2X12=8251.15=949) -�- GENERAL FRAMING 5 5 5 5 5 owner/developer 4, ALL LUMBER SHALL BE PROPERLY SEASONED AND SHALL BE NEW UNLESS )THERWISE APPROVED BY THE Conifer Real 1. IF THERE IS A DISCREPANCY ON THE CONSTRUCTION DOCUMENTS, THE ARCHITECT/ENGINEER SHALL BE NOTIFIED ARCHITECT/ENGINEER, MEP 3 3 3 3 5 1000 UniversityAveif Avenue Reaite lty IMMEDIATELY SO THAT IT MAY BE RESOLVED. UNLESS OTHERWISE NOTED, THE MORE CONSERVATIVE INTERPRETATION Rochester, Su 14507 OF THE CONSTRUCTION DOCUMENTS SHALL APPLY. 5. ALL LUMBER DIMENSIONS, AFTER SEASONING, SHALL CONFORM TO THE MINIMUM DINENSIONS REQUIREMENTS AS PER PARTITIONS 3 3 3 3 - 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. 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 8.405 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 631.286.8668 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 4". 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" M/E Engineering, P.E. LIVE LOAD 150 North Chestnut Street 8--I-- 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 :QUAL (SECURED WITH ANNULAR + Rochester, NY 14604 REQUIRED. NAILS AS PER MANUFACTURER) PROVIDE SADDLE-TYPE, HEAVY DUTY BEAM HANGERS AS REQUIRED. 40 125 100 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'-0" 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 BEARIN3 PARTITIONS. METAL BRIDGING TDM Consulting Engineerin 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 OR 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 COMPLY WITH APA. PLYWOOD SHALL MEET C-D INTERIOR APA, STRUCTURAL I AND 11 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) SUB0TE D AND SUBNOTE F. =,- DURABILITY, FORM WORK, SEISMIC REQUIREMENTS, AND QUALITY AND TESTING SHALL BE IN ACCORDANCE WITH 3. PLYWOOD SHALL NOT EXCEED THE SPANSINTENDED 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 LOAD D E S I G N 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 (fc) 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 o STATE BUILDING CODE. 4. ALL PLYWOOD SHALL BE GLUE NAILED TO THE FLOOR JOISTS USING AN APA APPROVE[ 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 psf 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 STANDINGWATER. 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 a Greenport, NY 11944 ACCEPTED BY THE ENGINEER. UNLESS OTHERWISE NOTED, REINFORCING STEEL SHALL BE SPLICED TO DEVELOP ITS 5. ALL STRUCTURAL FILL SHALL BE INSTALLED IN NINE (9) INCH LIFTS AND COMPACTED TO 95/o OF ITS MAXIMUM DENSITY seal FULL TENSILE CAPACITY IN ACCORDANCE WITH ACI 318. AT OPTIMUM MOISTURE AS DETERMINED BY MODIFIED PROCTOR DENSITY TESTS (ASTM D1557). THE EXISTING SITE FILL MAY BE USED IF IT CONFORMS TO GRADATION REQUIREMENTS AND IS APPROVED BY TI-E GEOTECHNICAL ENGINEER. -X�.OF NE 9. MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE AS GIVEN IN PARAGRAPH 7.7.1 OF ACI 318, UNLESS6. STRUCTURAL FILL GRADATION REQUIREMENTS ARE AS FOLLOWS: ��P aaNS �l� `Ox, OTHERWISE NOTED. A. MAXIMUM PARTICLE SIZE-6 INCHES. 10. DETAILING OF REINFORCING STEEL SHALL CONFORM TO "ACI MANUAL OF STANDARD PRACTICE FOR DETAILING 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 RE 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 076919INSPECTOR TO THE AT 12. PROVIDE PROPER HIGH CHAIRS, SPACERS AND SUPPORTS TO HOLD REINFORCING SECURELY IN PLACE WHILE PLACING FREQUENCY PRIOR SPACING TOCEMENT ENSUREOPROPER ANYO SUCONCRETE TESTSTHESE PERFORMANCE. THEBTEST NG PERFR AMED B SHALL SUFFICIENT SIUBMIT LATERAL LOAD DESIGN SCHEDULE FEsstoNP`'� 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 J - 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 AND 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. 1 1.00 WIND LOAD IMPORTANCE FACTOR 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 FOLLOWIN'S 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 46 HOURS OF TESTING. OCCUPANCY CATEGORY - 11 & 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 B 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 - D + 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 LETTER OF COMPLIANCE TO OWNER. project number: 10002 2 12. ALL UNSUITABLE FILL MATERIAL SHALL BE EXCAVATED AND REPLACED AS ENGINEERED FILL. scaled inch u13. ENGINEERED FILL SHALL BE PLACED IN EIGHT INCH LOOSE LIFTS (MAXIMUM) AND SHALL BE COMPACTED WITH sheet number o VIBRATORY ROLLERS, FILL MATERIAL SHALL BE TESTED BY MODIFIED PROCTOR DENSITY METHOD (ASTM D1557-78) AND U MUST QUALIFY AS SELECT, WITH LESS THAN 10% PASSING THROUGH N0, 200 SIEVE, SOIL SHALL BE PLACED WITH BUILDING C MOISTURE CONTENT AND ENERGY TO PROVIDE 95% OF MAXIMUM DRY DENSITY. IN PLACE DENSITY TESTS SHALL BE a TAKEN FOR EACH 10,000 S.F. IN EACH LIFT. NO TESTS SHALL BE PERMITTED TO FALL BELOW 92% COMPACTION. x 0 14. THE TESTING LAB SHALL SUBMIT COMPACTION REPORTS FOR ALL FILL TO THE ENGINEER PRIOR TO REQUESTING W FOUNDATION INSPECTION. m + + �- + H S0010 9 a I . z -,nu SECTION 1704 SPECIAL INSPECTIONS AND TESTS,CONTRACTOR RESPONSiBILITY AND 1704.4 Contractor responsibility. 1705.3 Concrete c)nstruction. 1705.6 Solis. STRUCTURAL OBSERVATION Each contracto•responsib'e for the construction of a main wind- or seismic forceresisting system, cesignated Soecial Inspectlbnsand tests of con^rete construMirn shall be performed In arrordanrP with this section anti Special Inspections and tests of existincd site soil ronditions, fill pincement and Irnd-hearing requirements shall seismic system or a wind-or seismic force-resisting component listed in the statement of special inspecticns Table 1705.3. be performed in accordance with 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 building officla'and the owner or the owner's authcrized construction documents prepared by the registered design profess'onais shall be used to determine compliance. Special 'ns-ections,and tests, statements of special ecial ins.ections, responsibilities of contractors, submittals to the agent r or to the commencement of work on the system or component.The contractor's state hent of Exception: S ecta;inspections and tests shall no; be required for: During fill lace'nem, the special Inspector shall verify that proper materials and rocecures are used in B E ATT Y HARVEY COC O p-1 p- - p p P 9 P Y P P p p q 9 P P P } P P P , building offic,al and sstructura observaticn ;applicable s shall meet the 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 geotechni:, ARCHITECTSILP al report. NEW YORK I MARYLAND statement of special Inspections. 1. Isolated spread concrete footings of buildings three stories or less above grace plane that are fully supported 1704,2 Special inspections and tests, on earth or rock. Exception: Where Sertlor 1803 does not require reporting of materials and pro^PdurPs for fill placement, :he 1300 Walt Whitman Road, New York, 11747 Where application is made to the building official for construction as specified 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 compacted fill is not less than 90 percent of the A p: (631)300-1010 owner's authorized agent, other than the contractor, shall employ one or more aoprov �ed agencies to provide Ir addition to the submittal of reports of sppclal Insrections:;nd tests in accordance with Section 1704.2.4, 2. Continuous concrete footings supporting walls of buildfnas three %torics cr 1--s3 above grcde plane that arc 'naxim.im dry density at optimum moistLre content determined in accordance with ASTM D1557. owner/developer special Inspectlons and tests during ron0nlctfon on the types of work specified in Section 1705 and identify the reports and certificates shall be submitted by the owner or the owner's authorized agent to the building official for fLlly supported on earth or rock where: approved agencies to the bullring 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 1000 University Avenue Suite 500 by the b0ding official that a rc identified in Section 110. 2.1. The footings support wal s of light-frame construction. Rochester,NY 14607 1. Certificates of compliance for the fabrication of situ,lural, load-bearing or lateral load-resisting merlbers or TYPE CCNTINUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTION 585.324-0500 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 beloo-shailw/foundaticns are adeq.Iate to _ X achieve the design bearng capacity Cc, F 1. Special inspections and tests are not required for ccnstruction of a minor natLre 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, f c, not more than 2,500 ? Verify excavations are extended b paper depth and have x Civil engineer ruched raper material g In the juris'iiction ns approved by the buliding officla`. in accordance with Scction 1705.13.2. pouids per square Eich (psi)(17.2 n1Pa) regardless of the compressive strength spect'ied In the approved 3. -1erform classifcatior and test ng of carnpacted till ma-lerials. - x LKMA construction documents or used in the footing constructicn. 11 Verify use of paper materials. densities any lFt thicl,nesses x _ 437 8.405 Unless n , n f n C n r q t Nrin lacement ant compac:lor of compacted fill 2. Unle.�.� otrerwi�c required b} the building offclal, ..Fecla Ir�pection� and tuts are not required for Grcu,.� u 3. Cerrlfrcates of for deslgnared seismic system,. In accordance with Section 1700.13.3. South Country Road 5. Dnor to placem?nt or compar-tea till"inspect subgrace anc ver- X Brookhaven, NY 11719 occuparcies that are accessory to a res'dential occupancy Including, but not limited to, those listed in Section 3. Nonst-uctLral concrete slabs supported directly on the grounC, including prestressed slabs on grade,where fy thet ste les been prepelred properly, 312.1, 4. Reports of preconstructior tests for shotcrete In accordance with Section 1908.5 the effective prestress in the coic•ete Is less than 150 psi (1.0 Mra). 631.286.8668 1705.11 Special inspections for wind resistance. 3. Special Inspec7orls 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 wal�s constructed In accordance with Table 1807.1.E.2. Special inspections for wind resistance specified in Sections 1705.11.1 through 1705.11.3, unless exempted by m.e.p. 8.ftp. arcordainp with the raid-formed steel light-frame con0ruc ion prr,visirns of Section 2211.7 or the rrnventional the exceptions to Section 1704.2, are required for buildings and structures constructed In the following areas: M/E Engineering, P.E. light-frame constructicn provisions of Section 2308. 6, Reports of material properties verifying cornpliance with the requirernenis of AWS D1.4 fo• weldabllity as 5. Concrete patios,driveways and sidewalks, on grade. � 150 North Chestnut Street spe:.itied in Section 26.t.4 of ACI 318 to reinforcing 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 -f-" Rochester,NY 14604 4. The contractor is permitted to employthe 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 special Inspectors for reinforcing bars shall be In accordance hour(52.8 misec)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 requirements of AWS D1.4 for special lnspectlon and of AVVS D1.4 for special Inspector qualiflcatlon. 2. structural engineer Prior to the start of the construction,the approved age,7cles shall provide written docimentation to the bulldrng A615 and used to resist earthquake-induced flexural or axial forces in the special moment frames, special (4 In wind Exposure Category C or D, where Valu as determined in accordance with Section 1609.3.1 is 110 mph official demoistratir+ the competence and relevant experience or training of the special inspectors who will structural wa is or coupling beams connectin special structural vialls of selsmic force-reslstirf s s'ems in 1705.3.2 Material tests. (49 m/sec) or greater. TDM Consulting Engineering Pe P 9 P P 9 g P S !� 550 North County Road,Suite E perform the special inspections and tests during construction. Experience or training shall be considered relevant structures asslaned to Seismic DaVan Careoory B. C. D. E or F. In the absence of sufficient data or documentation 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 apeclal Inspection or materials in Chapters 19 and 20 of ACI 318, the building official shall require testing of materials in accordance 1705.11.1 Structural wood. 631.686.5234 testing actvitles for projects of similar complexity and material qualities. These qualifications 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- qualifications specited in other sections of this code. Where required by the provl:,lons cf Section 170.1.6.1 or 1701.6.2,the owner or .he cwner's authorized ageit resisting system. Periodic special inspection is required for nailing, bolting, anchoring and other fastening of shall employ a registered design professlonel to perform structural observations. Structural observation does not 1705.4 Masonry construction. elements of the main windforce-resisting system, including wood shear walls, wood diaphragms, drag struts, The registered design professional in responsitie charge and engineers of record involved in the design of the induce ur waive the responsibility for the inspections in Section 110 or it ie special!nspections in Section 1705 vi 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 approved agency and their personnel are permitted to act as special other sect ons of this code. assurance prograrr requirements of TMS 402/ACI 530/ASCE 5 and TIAS 602/ACI 530,1/ASCE 6. key Inspectors for the work cesigned by them, provided they qualify as special inspectors. Exception: Special inspections are not required for wood shear walls, shear panels and diaphragms, including Prior to the commencement of observations, thestructuralcbserver shall submit tc the building offclal a written TRUE Exception: Special ins ectiors and tests shall not be re uired for: nailing, bolting, anchorin and other fastening to other elements of the main windforce-resistin system, where NORTH 1704,2.2 Access for special inspection. statement Identifying the frequency and extent o structural observations. p p p G g g' g g g Y The construction or Nvork for whicr special Inspecnor or testing is required shall remain accessib;e and exposed the fastener spacing of the sheathing is more than 4 inches (102 mm) on center. for special inspection or testir our uses until completion o`the required special ins ecticns or tests. At the conciusfor of the work included in the trmit, the structural observer shall submit to the buildir official a 1. Emoirlcally designed masonry, glass unit masonry or masonry veneer desigied in accordance with Section p 9 p p q p p P� g 2109, 2110 or Chapter 14, respectively, where they are part of a structure classified as Rlsk Category I, Ii or III, 1705.11,2 Cold-formed steel light-frame construction. wrlttei statement that the site 'visits have been made and Identify any reporteC deficiencies that,to the best of 1704,2.3 Statement of special inspections. the structural observer's knowledge, have not been resolved. Periodic special inspection is required for welding operations of elements of the main wind force-res isting system. The applicant sha I submit a t tatement cf special inspections in accordance with Section 107.1 as a condition for 2. Masonry foundalfor wa is constructed In accordance wl:h Table 1807.1,6.3(1), 1807.1.6,3(2„ 1807.1.6.3(3) or Periodic special inspection is required for screw attachment, bolting, anchoring and other fastening of elements 1807.1.0.3(4). of the main windforce-resisting system, including shear walls, braces, diaphragms, collectors (drag struts) and permit Issuance. This statement sha I be in acccrdance with Section 1704,3. 1704.6.1 Structural observations for seismic resistance. *■■ '' Structural observations steal be provided for those structures assigned to Selsmic Design Category D, E or F hold-downs. Exception: A statement of special Inspections is not required for portions of structures designed and ccnstructed where one or more of the following conditions exist 3. Masonry fireplaces, masonry heaters or masonry chimneys installed or constructed in accordance with o in accorcance with the cold-fornled steel light-frame ^.onstrLction provisions of Section 2211.7 or the Section 2'11, 2112 or 2113, respectively. Exception: Special Inspections are not required for cold-formed steel Ilght-frame shear walls and diaphragms, conventional Iicgit-frame ronstrurtion provisions of Sertion 2.308. 1. The structure is classified as Risk Category iII or IV. including screwing, bolting. anchoring and other fastening to components of the windforce resisting system, 1705.4,1 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 strLctire 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 App,,Dved 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 Seismic Design Category E, is classified a3 Risk Category i or II, and is greater as Risk Category IV shall De performed In accordance with TMS 432/ACI 530/ASCE 5 Level B Quality responsible charge. IReports shall indicate that work inspected or tested was or was not completed in than two rto.rler, above grode 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 aocurrents. 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 corrPrtion. If they are not corrertPd, the disrrPpandpo shall bp 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 prier to the completion of that Special Inspections and tests of vertical masonry 1bundation elements shal be performed In accordance with 1705.11.3 Wind-resistin9 components. -I- phase of the work. A final report documenting required specle!irspections anc tests, and correction cf any 5. Wren such observatior Is soecifrcally required by the building otficlai. Section 1705.4. _t_� Periodic special inspection is required for fastening of the following systems and components: + Count disc-epanc es noted in the inspections or tests, shall be submitted ata point in time agreed upon prior to the start Y 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 stied where Vasa as determined in accordance with 1. Roof covering, roof deck and roof Framing connections. 1704,2.5 Special Inspection of fabricated items, Section 1609.3.1 exceeds 110 mph 49 m/sec), where one or more or the following conditions exis:: CON TlCUOUSPERIODIC SPECIAL REFERENCED IBC seal P p p ( g TYFE SPECIAL Where fabrication of structural, lo2d-hearing cr lateral load-resisting members or assemblies is being ccnducted INSPEL111UN INSPECTION STANDARDa REFERENCE 2. Exterior wall covering and wall connections to roof and floor diaphragms and framing. on the premises of a fabricator's shop, s9eclaf Inspections of the fabricated Items shall be performed durfrg 1. The structure is classified as Risk Category III or IV. 1 Inspect reinforceriert. hcluding prestressing _ x ACI 318 Ch 20. 25 2 1908 e ��OF Ne tendonsr and verfy lecenen:. 25 3. tri 6 1.26 6.3 71 Q` }' fabrication. 2 Rciniorcing bar v;cidng - p4��'s ��1�9 �.f> 2. The building helghl is greater than 75 feet (22 860 mm), a Veri`?r%veldabllity of reirrcrciq bars X Exceptions: other than ASTM A706. AWS D14 3. WI-en so designated by the registered design professicnal responsible for the structural design. sr Inspect single pass fill!ovoids maximum X ACI 318:2E 6 4 r 1. Special Inspections during fabrication are not required where the fabricator maintains a roved detailed '�. aid �J � Pp C. ins eat all ah?r yields. x t' q y control procedures that provide a basis for control of.he workmanship and the fabricator's 4. Wren such observation is soeciffcaliy required by the building officiai. I Ins ect ancho,s cast Inconcrete - X ACI 318 17 8.2 fasciae Ian and unlit r + ability to conform to !approved constructicn documents and this code.Approva' shall be based upon review of 4. inspect ancho•s post-Installed In har3ered \ 076919 r� ! fabrication and quality control procedures and periodic Inspection of fabrication ,ractiaes b the building official, SECTION 1705 REQUIRED SPECIAL INSPECTIONS AND TESTS aunuete anembe s° '° , q Y P P P P Y 9 a. Adhcsivra anchors instated in narizonta0y or upovardl,r inclined orientations to resist ACI 318: 17 8.2 4 \FESS1® P 2. Special Ins ectiors are not required where the fabricator Is registered and a raved in acccrdance with 1705.1 General. sustain?d:ension load=_. x P q g pp - issued " date description Sectioi '704.2.5.1. Special Inspections and tests of elements and nonstructural components of buildings and structures shall meet b. Mechanical anchors anc achesive anchors r F tie app Icab a requ rements of this section. rrut derined Ira 4.r X ACI 318: 17 E 2 + 1704.2.5.1 Fabricator approval. 5_Verify use of required dEsign mix _ X ACI 310 ch 19 15041, 1504 2 1 03/15/19 Issued For Construction pp 26.4 3 26 a s '903.2 1408 3 Special Inspections during fabrication are not required where the work is done on the premises of a fabricator 1705.1.1 Special cases. 6 P•iorto corcror,placenen:, fabri-ate%pati- ASTP.1 172 reg shred and approvec to perorm suer 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 strength tests. perform slump and a r x - ASTM Cal 19no 10 of the fabrcator's wrlVen procedural and quality control manuals and perodic auditing of fabrlcaaon practices b unusual it its nature, such as but not limited to the folicwin eKam les: content tests,and date rnhe the temperat.rre of ACI 31E. 26.4 26112 P q tY' P 9 P Y 9 P the concrete an approved agency. At completion of fabrication,the approved fabricator shall submit a certificate of compilance 7 inspect concrete anc srotcrete placement for x - AC 1318 26.5 1 ME,6 1 c0 7 to the owner or the owner's authorized agent for submittal to :he building official as specified li Section 1704.5 1. Construct on materials and systems that are alternatives to materials and systems prescribed by this coCe, pro application technigM. 1900.0 8. VeHfi rraintenance of s>ecified cjHn Stating fiat the work was performed in accordance with the Approved construction documents. rPrahira and tPrhnlnju%% 9 tern. - x ACI 318.26 5.3-26 5 5 1908.9 2. Unusu2l cesign appiica'.ions of materials described in this .ode. 9. Inspect prestressed-orcrete for 1704.3 Statement of special Inspections. a Application of prestressng forces and x - ACI 318 261.10 Where special Inspections or tests are required by Section 1705, the registered design p110fessi0r7a!in 3. tvlate•lais and systems required to be installed in acccrdance with additional manufartmer's lismictiors',hat b Grouting of bolded presressing t?ndons x - - responslble charge snail prepare a statemern of special lnspecrrons In acccrd10 Inspect erection of ore:ast concrete membem - X ACI 3'8 tih 2E 8ance with Secticn 1704.3.1 for prescribe repo'cements not contained in this code or in standards referenced by this code. 11 Verity In-s ttI -onrrete strength prior tc stress- subm ttal by the applicant in accordance with Section 1704,2.3, Ing of tendon!in post-tensoned:oncrete and - X ACi 318 26 112 - 1705.2 Steel construction. prior to removal of sioras Ind fomis from beams and stvc:urslab! Exce tion: The statement of special Msoectiors Is permitted tc be prepared by a qualified person approved ty The s eclens ections and nondestructive testing of steel construction In buildings, structures, and portions 12 Inspect fonrvorc for nape ocation and the building offcial for constriction not designed by a registered design professional tiereof shall be in accordance with this section. dimensons of the concrete member being - X ACI 318 26.1'.1 2fb1 - FJ formed. r T 1704.3.1 Content of statement of special Inspections. Exception: Specief inspections of the steel fabrication pro;,ess shall not be required where the fabricator does + The statement of special Inspections shall Identify the following: not perform any weldinc, tiermal cutting or heating operation of any kind as part of the fabrication process. In for h 1 Inch=25 d mm such cases,the fabricator shat be required to submit a delailec procedure for material control that demonstrates c.Nihon apequirp a see also ectaSectl In pectio17C5.12 Special eluded in for selsmic es stance 1. The ma:erfals, systems,components and work required to have special Ins ectiors or tests b the balldir tic fabricator's ability to maintain suitable records and procedures such :hat any time during he fabrication b Specific requirements fir special inspection spall W Included in the uIrame-h s are for aha anther issued by an approved source in accordance with yS P a � Y g y C p C , at y t i g t 1l til l in ACI.016. or other qualiticatlor procedwes yyier?spedric requlr?ments are not provided special Inspection requirements shall be specified by cff tial or by the registered design professionst responsible for each portion o`the work, process, tie material specificatioi and grade for the main stress-carrying elements are capable of being tie registered design profesional and shell be approved by the building ofFichl prior to the commencement of the m ori,. determlied. M II test reports shall be identmable to the main stress-carrying elements when required by the title Special 2. The type and extent of each spenclai inspection. approved construction documents. SWood construction. SPECIAL Special Inspectionsof prefabricated wood stiucLull elements and as~;ernbtles%hal' b-- in accordance with 3. The type and extent of each test. 1705.2.1 Structural steel, Section 1704,2.5. Specla,Inspections of sltebuilt assemblies shall be In accordance with this section. Special inspections and nondestructive tPstlnrg of structural steel elements In btilldings, strurtires and prrtinns INSPECTION 4. Addltloral regLirernerts for special,nspections 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 High-load diaphragms. 1705.11, 1705.12 and 1705.'3. High-load diaphragms de3igned In accordance with Section 23C6.2 shall be installed vvi:h speclal Inspections as REQUIREMENTS Exception: Specra!Inspection of railing systems composed of structural steel elements shall be limited to irdicated in Section 1704.2. The specia Inspector shall Inspect the wood structural panel sheathing to ascertain 5. For eaci type of special Inspection, identificaticn as to whether it will be continuous special Inspection, we diig irlspecticn of welds at the babe of cantilevered rail posts. whether it is of the grade and thickness shown on the approved construction documents. Additionally, the special per'odir special insprection or performed in ar,rordanrp with the notatirn usRd in the referenced standard where Irspector must verity the nominal size of framing members at adjoining panel edges, the nail or staple diameter the inspectlons are defired. aid length, the lumber 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. + drawn by: JR Where Section 1705.12 or 1705.13 specifies specie,inspectlons cr tests for seisrnlc resistance, the statement of 1705.5.2 Meta I-plate-con nacted 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 shatl verify that the temporary checked by: TM subject to the special!nspectionsortests. irstaliation restrainttbracing and the permanent individual truss member restraint/bracing are installed in a accordance with the approved truss submittal package. scale: AS NOTED 1704.3.3 Wind requirements In the statement of special inspections. project number: 10002 Where Section 1705.11 specifies specla;inspection for wind resistance, the statement of specia;irspections shall (dent fy the moon w ndforce-resisting systems and wind-resisting components that are subject to special scaled inch inspections. o sheet number U O z BUILDING C 0 0 + �- - �- + + �- ;� + 9S0020 co 0 rn a 105 14'-51" 181_ 1, 39'4j■ 18'_93" 14%5j• ■ 1 " 5%7j" 10'-1q" 5'-5 5,_ ,: 5,-7j„ 4'.2 9- 9 0 9'-0" '-0" 9'-0" 4'-2" F2.5 F2.5 F2.5 F2.5 BEATTY HARVEY COCO ARCHITECTS , L L P �' •. .: � NEW YORK I MARYLAND ';� •+ ,7>;'r '"t' '• + '" !;� 1300 Walt Whitman Road, New York, 11747 q p• (631)300-1010 q - - - - - - - - - -- - - - ��• }:;: ,. '>: >,, +.' - ----- -- - - ---- V ner e r •... o delo e P i O _ O r I Conifer Realty :, .• F2.5 F2.5 F2.5 F2,5 ( I 1000 University Avenue Suite 500 Rochester, NY 14607 - -- -- -- - - _- - -- _ - - I ,., _ _ __ _ _ __ _ _ __ _ _ — �:`a I I ';�.',` •� �.. ::,::� •<L' '.: .�;' I I I i 585.324-0500 civil engineer LKMAL - --- --- - •-�::' J I ,– 437&405 ;.,• I FI •—. i I � II South Country Road Brookhaven, NY 11719- - - - -- - -- - -- - - - - - - - 2—r 1- 12'4j" 2,-0" 161.8 " '-0" 19'_31 1.01 2�-0� 16'-8� 2+-0�1 12'-71" 631.286.8668 `• 2'-4 (' I I I I I I I I I ^ I I �'-411 m.e.p. &f.p. ` I I I NEW 4" CONC. SLAB W/ I I (I II II II II II II II ILf— M/E Engineering, P.E. 150 North ChestnuStreetB WWM 6x6 W4.Ox4.0 OVER N EW 4" CO NC, SLAB W/ g Rochester, NY 14604 J 6 MIL, POLYETHYLENE WWM 6x6 W4.Ox4.0 OVER 585.288.5590 VAPOR BARRIER ON 6 MIL, POLYETHYLENE I I I I COMP, SUBGRADE ( I I I I I VAPOR BARRIER ON COMP,SUBGRADE I I I :• structural engineer i I I I (T.0,S. ELr=0'-0") I I I I I I ( 'O'S' EL.=o-oT ' ") I I I TDM Consulting Engineering I I I I 'ti I 550 North County Road,Suite I— -- - - -- -- - - -- - --I I I I I - - - -- -- -- - - -- - --I I I .: �•\ I I � I I .' I Saintaures, NY 11780 I I I I-- -`�' — — —— — — — — — — — — — I I I I - - -- -- -- -- -- 631.686.5234 f- 1 I :•: I I I I I I r l 3 I ;j I I I I I I I I I key s2.00 TRUE i I I I I NORTH in L' I I I I I I Ln ( «•� HAUNCHED SLAB TO ALIGN W/ LOAD BEARING WALLS & SHEAR WALLS i I I I I I I I I COORDr LOCATIONS W/ARCH, DWG' 0 ' ■■■ - HAUNCHED SLAB TO ALIGN W/ I ( I I I I I I I ;"+:;•':•••.- I I I I L- — — LOAD BEARING WALLS & SHEAR WALLS N COORD. LOCATIONS W/ARCH. DWG'S ( I I I I I N I s2,00 I I I I I I I project M I I I I I I VINEYARD VIEW I I I I I + County Road 48 L —, r — J— J- - -- --- - - - - - --- -L I I ---- - - -- - - - - --- - - - - -L— L— � � _ J Greenport, NY 11944 •,. I I I I I I .d .,' •d •;'f: •'!.. I I seal •1 !4. CV N F r.t• I ,.• I EnE y N N •lir." ,t:•r 'syr 1 5 S .1" I 1� R I .'i `.O , ■ O f 7� F' O i• 1 .v t `�`r. •4 1 t•T !. : •, I I Ln :lf7Ln r— 4 ti ,.•s. }�f •l is � r ::,•: V.1 w 1 •. F 2. 2,5 5 F F2. F2.5 .:, rte- r Y,• 1'r off' ,•r V •..Y� :+ii•. ..77:7. •• :ate'• ..SIT'! '1..�,�.,. �•�: 0; O 7 6 1 9 '�s• o 2,5 F2.5 F2. F2.5 F •t 1 'I v•` 4 0 P N 0 �•_` E 1 4-4 0 - SS �t M' .E 1+ `Y• ... •. .. � issued date description E •`��;�- -�•'.�' ;Lu `�' .::)�:�,:::;�::.:.'•;::gin::; E wi ,t•.: ■ ■ ■ ■ c� 't t' 1 F2,5 ,,,,11 F2,5 F2.5 F25 F2.5 F2.5 1 03/15/19 Issued For Construction 10'-11 1'-9" 9'-11" 5'-8" 5'-2" 5'"2 10-6 2 10'-2 101-611 4 - 51-211 T5 -8 9f_1 1 1 -9 10'-11 J° 1 -9 1 11 1 11 1 II , 11 11 , 11 1 11 20'-9" s•2.00 20'-9" 2'-011 40'-331, 14'-5 " 21-011 114'-9 " FOUNDATION PLAN title SCALE:3/16" =1'-0" NOTES: FOUNDATION PLAN 1. REFERENCE ELEVATION =0'-0" AT TOP OF GROUND FLOOR SLAB. 2. BOTTOM OF FOOTING ELEVATION=-4'-0" 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-4r00r checked by: TM 5. FOR PIER DETAILS, REFER TO DRAWING S-4.00, scale: AS NOTED J U project number: 10002 a� r scaled inch 71U Q sheet number 0 U O 51 z BUILDING C 0 m + 1+ SI 4+ + 9 " S1900 a 105'-1 Ili" 141_[311 181_ II 39'4j" 181_1' 14'-5111 .4 +4; , : . 4'-3 5'-111 1, 4•-3 11-6" „ 1 -6°1 _811 '- 11 1'-6" 11-6" " 1'-6" 11 1''6"1''8" 1_ " 1'-8"1'-6° " 1'-6" 4 -3 5 -11 4'-3j" 4'-2" b'-0 11 3-5 2'-11 4-"� b--0 5 -5 b'-U" 4 3'-11 6-0 4' 2" „ 1 " BEATTY HARVEY COCO - - - - - - - ARCHITECTS , LLP 3 2x12 3 2x12 NEW YORK I MARYLAND 1300 Walt Whitman Road, New York, 11747 A H1 Hl " ^I I N • o C5 kI Hl H1 p: (631)300-1010 I � _ � O �I � - N N x N x Ic Nowner/developer o N H2 N H1 H1 H2 N 0 '- " 14%5j" — — — - _ _ - _ _ - - — — — ,_� 1000 UniversityAvenueConifer Realty Rochester, NY 14607 Sw-4 7 (3)2x12 3 2x1 SW-4LO 585.324-0500 u � I co cc 2 I �; I I ■ �; I N— N N (S2,01 1N\I C-4 tD I ,. N� I K � ra civil engineer LKMA = H 1 H2 H 2 H 1 = N 437&405 IN — — — — – — South Country Road 13,• II 131 1' 18'-111 18-111 _ NY 117193 20'-81 11 Brookhaven, 631.286.8668 18'-3" 36'-5 ' 21.4 11 21 4 11 LO m.e.p. &f.p. SW-3 M/E Engineering, P.E. i R 150 North Chestnut Street Rochester, NY 14604 585.288.5590 r, 18" FLOOR TRULS s2.01 18" FLOOR TRULS r; 24" O.C. 18" FLOOR TRULS 18" FLOOR TRU S • 24" O.C. 8'.31" 0 24" O.C. c� 24" O.C. 8'_311 �^ structural engineer 18"DEEP GIRDER TRUSS 18" FLOOR TRULS 18" FLOOR TRULS 18"DEEP GIRDER TRUSS N TDM Consulting EngineeringSuite E sw a sw•e 550 North County Road,Suite 24" O.C. a 24" O.C. Saint James, NY 11780 1 631.686.5234 sz.o1 W Lo H En 3 0 •may key v et c tt OPEN OPEN TRUE Cl) W W Cl) NORTH LO LO ■ 2'.0" 18"DEEP GIRDER TRUSS3 18"DEEP GIRDER TRUSSLO •a ■■ 18"DE GIRDER ROSS 18" EP GIRDER TRUSS r-Lit M � � 4 � en 52.01 y N ~I 34"x3j" -m PSL POSTS(TYPJ _ 18"DEEP GIRDER TRUSS 18"DEEP GIRDER TRUSS OPEN = project a OPEN PSL POSTS(TYP) W - o W VINEYARD VIEW Enr- x REQUIRED ONEEND UNITS = SEE ARCH. D i NOTE:GYPCRETE NOT 1 "8 17'-81" -r- �� REQUIRED ON END UNITS ��y M SEE ARCH. SW-2 o c SW-2 M County Road 48 OPEN OPEN a H H1 H1 H1 a a H1 H1 H1 H Greenport, NY 11944 i W W FiNgW W sea H1 H1 i `° H1 H1 �oF�'E ccI, 4/l 11I 21_7 ■ 31.011 Jill 3'-711 5'-1111 -811 ,� ° 3 011 31 611 0'-3 31.6,1 31 K �'\ 1 5'-1111 31_ 11 2 31-0'I �, �; 2'-7411 3' 1 �� 0 = SW1 I N CO 21-1711 N tv 1 30` M H1 H1 H1 Hl H1 Hl �3 2x12 _ _ / . 1J I 1 11 11 1 11 1h.112'4," 3 \ - - L2 - - N ,' 6'-3" " 2'-5 2'.71" 2 T 2�'T 2'-6" 2 -7 212'-51" c i 5'-3" \\ 5 v/ �rpFESS10�� IM , 00 co 3'-0" 3'-0" oozo s2.01 N E issued date description 3 2 12 _ _ _ _ _L3)2x12 _ _ _ _ x12 _ �zxlz _ _ _ _( 2X12 _ 1 03/15/19 Issued For Construction 1'-911 101.1111 1'-9" 9'-1111 5'-811 51-211 51.011 10-6 3 10'-2j" 101-6114 ' " 51-211- 7 5 .8 9-11 11.911, 10'-1111 1 -9 1 11 1 11 1 11 sz.o1 40'.3T11 20'-9" 14'-q" 2'-011 2'-0" "4 201-9" SECOND FLOOR FRAMING PLAN- HEADERSCHEDULE title SCALE:3/16"=1'-0" NOTES: MARK MATERIAL SUPPORT EACH END CONN.AT SUPPORT SECOND FLOO R 1. FLOOR CONSTRUCTION SHALL CONSIST OF J" GYPCRETE OVER T&G H1 (2)2X10 (2)2X6 STUDS FRAMING PLAN PLYWOOD SUB-FLOOR ON WOOD FLOOR TRUSSES. H2 (2)1JX11JLVL (3)2X6 STUDS 2. TOP OF SUB FLOOR ELEVATION= 10'-9" 3. INDICATES WOOD STUD BEARING WALL. SEE PLAN AND drawn by: JR SIZE AND SPACING, checked by: TM 4. ALL DIMENSIONS SHALL BE COORDINATED WITH ARCHITECTURAL scale: AS NOTED U DRAWINGS. project ect number: 10002 r scaled inch a 5. SW_ INDICATES WOOD SHEAR WALLS. SEE SCHEDULE AND TYPICAL sheet number DETAILS ON DRAWINGS S-3.00 THRU S-3.10. 0 z BUILDING C a 0 O 41- 8 F_ 9 H 00 0 ft 7 105'-11 14,_5x, 18r_ „ 39'4j" 18r• 3" 14'-5 C . 4'.31" 5'-11 4'-3j" 2'-11 6'- 4'-3 4'-3j" 5� 8rr 6r 0r. 3r 5r6r-0n 6r-0n 6r-0n -8" BEATTY HARVEY COCO r — - - - - - — � � — - - - - - — � ARCHITECTS , LLP NEW YORK I MARYLAND _ - - 1300 Walt Whitman Road, New York, 11747 H1 I�, p: (631)300-1010 �' owner/developer H2 14' 54" ' Conifer Realty _ — — — — — — _ _ — — — — — 1 r'kr 1000 University Avenue Suite 500 7 F s q Rochester, NY 14607 LO s -q / I I I I I I '�, 585.324-0500 2 sz.01 I I � civil engineer — - - L- - - �- - - -�- - - I M� M LKMA H1 - - - H2_ 437&405 South Country Road r „ L 20'-81" 18'•1 " 18'-1 \� 13' Brookhaven, 11719 18-3 I 631.2288 6..86688668 36' Ln m.e.p. &f.p. / SW-3 M/E Engineering, P.E. 150 North Chestnut Street T y -1"4 rt' Rochester, NY 14604 cv / \ _ = c> / / v� V) 585.288.5590 O c',�* 8'-3 cn cn N N 8'.3 o N // // M� structural engineer = O cn c i cn C3 cn ci cn U O r` N I \ 3 _ _ _ _ / _ , TDM Consulting Enggineerin \ \ / SW-8 o o o o SW-8 3 550 North County Road,Suite 1780 3 � 3 �O N � I szol Saint James, NY o 631.686.5234C:J M � c� �, ' a� -, ` ` / / c, ., •� chi , r ZO `� - - - - - Ln - - � � - - - - - - - - � H key 3— – ZO I I I I I I I TRUE �� NORTH r • I I \ / i L(') Mph LO N 04 I SIN I \ ' r–hr I / I • 2' On I \ Ln en H rx1l, tog I I I LO / I / project C%J' I 4 VINEYARD VIEW t / 17 -81 T L ' \ sw2 / \ swz / ' / \ I / \ I County Road 48 H H1 H1 I // �\ H1 H1 H I I Greenport, NY 11944 ire rd 11 - - - - - - - / 0 0 _ _ o o Im N — -- — — — 7 � \� \\� P.��oFNE�yr 0,.33 I o I - � - - - - - - r - �'� oras tsl,�q� o�� SW-1 9 Ln - - -� H1 H1 / H1 ; H1 ` Hl H1 �- - - - I r o'!I - - - J / - - - - - - - - - - - - - - - - - - L- - - — — � — � I \�FESSIO°�P OUTLINE 0 ROOF BEL W F, / issued date description 1 1 03/15/19 Issued For Construction 5'-11 • 2'-7 5'-11" 3'-71" 5'-11j" 3 „3�1 6'-B�" 6r_5�" 2'-7J"T2'-7J" 2r-7J,r 2r-4r, 2,_7Jr, 2r 6„ 2r_7j" 2%5�" 2--j". 2r-71" 2r_7�3, 5r_4rr 6,_8�" 2'-7j". 1'-1(b 11� 3'-7j" 5'-11" 2 .7 5'-11„ 1- 4 2'-0" 14'-5�rr 20'-9" 40'-3�" 20'-9" 14'-51" 21 _0 rr T ROOF FRAMING PLAN HEADER SCHEDULE title SCALE:3/'16"=1'-0" NOTES: MARK MATERIAL SUPPORT EACH END CONN. AT SUPPORT ROOF FLOOR 1. FLOOR CONSTRUCTION SHALL CONSIST OF J" T&G PLYWOOD SUB-FLOOR ON WOOD FLOOR H1 (2)2X10 (2)2X6 STUDS TRUSSES. FRAMING PLAN 2. M INDICATES 2x6 WOOD STRUCTURAL WALL. H2 (2)1JX11JLVL (3)2X6 STUDS G� 3. ALL DIMENSIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS. _T 4. SW_ INDICATES WOOD SHEAR WALLS. SEE SCHEDULE AND TYPICAL DETAILS ON DRAWINGS S-3.00 -�' drawn by: JR THRU S-3.10. checked by: TM J scale: AS NOTED U project number: 10002 t scaled Inch Q 0 sheet number U O U z BUILDING C a ca a O + g H a "O ANCHOR BOLT "0 ANCHOR BOLT ' @ 3'-0" O.C. C 3'-0" O.C. PLYWOOD SHEATHING 304" PLATE PLYWOOD SHEATHING SEE SHEARWALL SCHED. WASHER SEE SHEARWALL SCHED. 300 " PLATE R +' WASHER PLYWOOD SHEATHING SIMPSON TYPE SSP 2x6 STUDS @16" O.C. SEE SHEARWALL SCHED. #4 BARS @ 2'-0" O.C. SIMPSON TYPE SSP 1" PREMOLDED STRAP AT EACH STUD EACH WAY STRAP AT EACH STUD FILLER 3x3x " PLATE 4" SLAB ON GRADE J"O ANCHOR BOLT WASHER 4" SLAB ON GRADE 4" SLAB ON GRADE FILLER MOLDED AER C H I T ERC T S C L L P W.W.F. 3'-0" O.C. 4" SLAB ON GRADE FIN, GRADE FIN. GRADE NEW YORK I MARYLAND qL T.O.SLAB T.O. a � � q p: (631)300-1010 T T.O.SLAB T.O.GRADE SLAB 1300 Walt Whitman Road, New York, 11747 x x X—X—X—x—x r—X—x—x—.X—°x—a-X—ac EL.=O'-0" EL.-SEE ARCH. dIS — -- ;x—x—x-�—X—x � X x�-X—x—xa EL.=0'-0" EL.=SEE ARCH. �I a X x—X—X°X—X—X�-- EL.=O-0' I �, a , ii ." d �i M owner/developer ��d M a - ;; _ _ _ 211, q' _ _ _ Conifer Realty �M M . 6" C R U S H E D�' #5 V 12" 2 'I - _ ¢ ¢_� Rochester,NY 14607 r- II_, —III—III— 1000 University Avenue Suite 500 STONE =1 =1 585.324-0500 COMPACTED =�i_ _III=1 2#5 BARS CONT. —I 1 — — I—III III SUBGRADE ' 1= _ _ __ _I #5 @ 10 O.C. _ — I) 6" CRUSHED #5 12" ? #4@12" III—III—III—III 1- civil engineer 12 = I III I 111 111= z — STONE d LKMA —III—I —I —I —III—I I o 12 2'-0„ 3#4 CONT. M 437&405 6 oad COMPACTED ° COMPACTED SouthBrookhaven, NountY 1R1719 BACKFILL #4@12" BACKFILL a ° a 631.286.8668 d d m.e.p. &f.p. ° d 3#5 BARS M/E Engineering, P.E. SECTIONI � °� 3#5 BARS � �B 150 North ChestnutStreet SCALE:3/4"=1'-0" $-2.00 Rochester, NY 14604 I I —I — I 585.288.5590 7 7 _ _ _ #5 @ 12" O.C. #5 @ 12" O.C. I ,� 1= =1 structural engineer �—I I — I I—_, 11= 11 ' 6" 8° s° COMPACTED TDM Consulting Engineering 6" 8" 6" COMPACTED V-811 BACKFILL 550 North County Road,Suite 11.81. BACKFILL Saint James, NY 11780 631.686.5234 SECTION 3 SECTION 2 SCALE:3/4"=1'-0" S-Z.00 key SCALE:3/4"=1'-0" $-2.00 TRUE NEW6x6W00D POST NORTH TYP. T SIMPSON STRONG-TIE CB66 POST ANCHOR e1 a d y o I 1'-0"x1'-0" PIERW/4#5 d VERT. BARS &#3 ° STIRRUPS @ 12" O.C. project d z b a VINEYARD VIEW d M 0 0 d a ° County Road 48 C L'i= ° n d d Greenport, NY 11944 W U AL W!n seal N P OF NES y SEE FOOTING aS M1 0,Q SEE FOOTING SCHEDULE SCHEDULE FOR � �� q�jl�� REINFORCEMENT � W SECTION (�4_� 0 a u �� F� 076919 �r SCALE:3/4"=1'-0" $-2.00 FESS10�`�'� E issued date description .� 1 03/15/19 Issued For Construction F title FOUNDATION SECTIONS + drawn by: JR checked by: TM scale: AS NOTED U project number: 10002 c scaled nc sheet number 0 U O z BUILDING C 0 cc 0 + 4H S2 ,000 00 _ CD r rn a I ROOF TRUSSES @ ROOF TRUSSES 24" O,C. (TYP.) ROOF TRUSSES 24 O.C. (TYP) 24" O.C. (TYP.) - BEATTY HARVEY COCO ARCHITECTS , LLP NEW YORK I MARYLAND 1300 Walt Whltman Road, New York, 11747 I I A p: (631)300-1010 owner/developer Conifer Realty A 1000 University Avenue Suite 500 Rochester, NY 07 585.324-05-0500 \-2X'T'RUSS BRACING. SEE civil engineer HGA10 @ 4 -0 O.C. - TRUSS SHOP DWGS LKMA 437 &405 South Country Road Brookhaven, NY 1 1719 T.O.TOP PLATE T.O.TOP PLATE T.O.TOP PLATE 631.286.8668 .=SEE PLAN EL.=SEE PLAN EL.=SEE PLAN m.e.p. &f.p. M/E Engineering, P.E. E FASTENER FASTENER -SIMPSON TYPE H2.5A SIMPSON TYPE H2.5A B 150 North Chestnut Street Rochester, NY 14604 DOUBLE TOP PLAT SIMPSON TYPE H2.5A UBLE TOP PLATE DOUBLE TOP PLATE 585.288.5590 FASTENER structural engineer TDM Consulting Engineering A 550 North County Road,Suite Saint James, NY 11780 631.686.5234 WOOD TRUSSES AT 24" O.C. 2x6 STUDS @ 16" O.C. SOLID BLOCKING @ END -- 2x6 STUDS @ 16" O.C. 2x6 STUDS 16" O.C. key (TYP.) OF TRUSSES (TYP.) (TYP.) (TYP.) TRUE DOUBLE TOP PLATE NORTH SIMPSON PLYW - t" PLYWOOD R. FASTENER TYPE H2.5A 2X6 STUDS AT 16" O.C. SIMPSON STRAP TIE PLYWOOD SUBFLOOR. tEE S HEDFOR NAILING OD SIMPSON STRAP TIE EE SCHED FOR OR NAILI NAILING � MSTC28 @ EACH STUD MSTC28 @ EACH STUD EE SCHED FOR NAILING (TYP.) SECTION A (TYP,) ■�� -.--1 •, T.0.2ND FL,SUB Fl. T.O.2ND FL,SUB FL. T+0.2ND FL.SUB FL. ELS.-=SEE PLAN EL.=SEE PLAN EL.= SEE PLAN �° 0 2x6 BAND JOIST LADDER TYPE TRUSS AT EXTERIOR WALLS project O.C, ALONG PLYWOOD O,C.ALONG PLYWOOD" VINEYARD VIEW JOINT 18" DEEP FLOOR JOINT 18" DEEP FLOOR 18" DEEP FLOOR TRUSSES @ 24" O.C. TRUSSES @ 24" O.C. TRUSSES @ 24" O.C. + County Road 48 Greenport, NY 11944 seal NOTE: �-�t0F Ntil , NOTE: SSSSON HOLDOWNS TO BE INSTALLED AS C� SNS v, /0- SIMPSON HOLDOWNS TO BE INSTALLED AS NOTE: PER MANUFACTURER SPECIFICATIONS. PER MANUFACTURER SPECIFICATIONS. r SIMPSON HOLDOWNS TO BE INSTALLED AS PER MANUFACTURER SPECIFICATIONS. SECTION I " SECTION 1 a 18" DEEP WOOD TRUSS GIRDER SCALE:3/4"=1 -0" p �FfS6919SCALE:3/4"=1 -0" SECTION AS{Ot SCALE:3/4"=1'-0" S-2.01 r issued date description 1 03/15/19 Issued For Construction PLYWOOD SUBFLOOR. 2x8 LEDGER FASTEN EE SCHED FOR NAILING TO BLOCKING W/%" LAG SCREW @ 2'-6' O.C. HANGER BY TRUSS DESIGNER SECTION `t (3)2X12 WOOD GIRDER SCALE:3/4" =1'-0" �01 • • 2x8 JOISTS @ 16" O.C. '. SIMPSON TYPE LB (208 BLOCKING 18" DEEP FLOOR T SIMPSON TYPE CCQ HANGER (TYP.) BETWEEN STUDS TRUSSES @ 24" O.C. COLUMN CAP. SIMPSON DTTZ1 DECK NEW 6x6 WOOD POST TENSION TIE AT EACH TYP. END & AT�POINTS. FASTEN T BLOCKING W/3/" LAG BOLT. title FRAMING SECTION 5 SECTIONS SCALE:3/4" =1'-0" S-2.01 drawn by: JR checked by: TM J scale: AS NOTED Uproject number: 10002 L sca a inch o sheet number U O z BUILDING C v 0 m m 9 4 5 6 7 8 9 25 ROOF P=3.3K ROOF P=3.3K ROOF P=4K ROOF P=1.8K 71, _ - II E L,-19 13 E L, 8 E L.=19-8 E L.=19'-8" ; i cc SIMPSON ANCHOR SIMPSON ANCHOR SIMPSON ANCHOR----, SIMPSON ANCHOR ■ f TIEDOWN SYSTEM TIEDOWN SYSTEM TIEDOWN SYSTEM TIEDOWN SYSTEM 0.7K 1,5K 0.9K x 1 K �C x N N 2ND FLOOR z= plf P=3.8K 2ND FLOOR x x x V=184 plf P=3.8K 2ND FLOOR V=109 plf P=4.7K 2ND FLOOR V=125 plfIlia P=2.1K BEATTY HARVEY COCO E )„ E L,=10'-9" E L.=10'-9" E L.=10'-9" I ARCHITECTS , L L P NEW YORK I MARYLAND + A 1300 Walt Whitman York, 11747 63 )300-1010 u 2.4K 5.3K X 3.2K N 3.6KQc + owner/developer 1� ST FLOOR N =17 plf 1ST FLOORC*x =398 plf 1ST FLOOR 4 >\ V=235 pif X 1ST FLOOR V=270 pif Conifer Realty 5'-3" 5'-11 4'•1 '.2" 6'.pn 8-5 6'_O„ 6- _0 16d NAILING AT BOTTOM 1000 University Avenue Suite 500 -0 3 -11 4 -3 5 -11 4 -3 PANEL PLATE PER SCHED. Rochester, NY 14607 EDGE 585.324-0500 1' 8" NAILING 3' 0° 2'-5 2'-7 " -7�" 3' 0n 17 8 ' 14'-51° 2x BOTTOM PLATE n , 40'-3 n 2 .5 36'-7 n civil engineer 2.4 2,4K 5.3 5.3K 3.2 3.2K 3.6 3.6K LKMA SIMPSON LTP4 ® 16" ox. 437&405 W/ 12-8d X 1 �" NAILS South Country Road SHEAR WALL SW1 SHEAR WALL SW2 SHEAR WALL SW3 SHEAR WALL SW4 Brookhaven, NY11768 631.286.8668 SCALE:1/8"=1'-0" SCALE:1/8"=1'-0" SCALE:1/8"-1'-O" SCALE:1/8"=1'-0" m.e.p.&f.p. _ _ 6 150 North Chestnut Street E Engineering, P.E. ROOF P=2.9K ROOF P=9.6K ROOF P=1 3.9K FLOOR TRUSS -+- " Rochester, NY 14604 dA EL,=19-8 EL.=19-8 EL,=19 -8 PANEL DTO 585.288.5590 NARROW OR WIDE UPPER TOP RIM (OR BLOCKING) SIMPSON ANCHOR SIMPSON ANCHOR SIMPSON ANCHOR PLATE structural engineer TIEDOWN SYSTEM TIEDOWN SYSTEM TIEDOWN SYSTEM DBL TOP PLATE TDM Consulting Engineering oad,Suite E 1.2K 1.7K 2.4K 3 0 O.C.ANCHOR 550 North County Saint James, NY I'l780 PANEL EDGE N N tv NAILING 631.686.5234 2NDFLOOR V=146 plf P=3.4K 2ND FLOOR V=214 plf P=11.2K 2ND FLOOR V=302 pif 11�1P=16.2K P.T. SILL PLATE PC SLAB OR I (2)2x PER SCHEDULE E .=10-9" EL.=10'-9" EL.=10'-9° FOUNDATION is co ' 4.3 K � `O key �, 6.2K 8,8K TRUE x �[ x p ° �` e ' •• NORTH 1STFLOOR N V=316 plf 1ST FLOOR N V=463 pIf 1ST FLOOR N V=653 plf -10" ° m ■ 2'-11i" 45'-1 NOTE: M W 19'_91 2 '7 45'-7q° SEE DRAWING S-300 FOR ADDITIONAL 4.3 4.3K 6,2 6.2K 8.8 8.8K I� SHEAR WAALL & HOLDDOWN DETAILS no 0 R TYPICAL SHEAR WALL NAILING DETAIL SHEAR WALLSW5 SHEAR WALLSW6 SHEAR WALLSW7 SCALE:1/8"=14" SCALE:1/8"=1'-0" SCALE:1/8"-1'-0" project VINEYARD VIEW ROOF P=3.5K CONNECTION TO BLOCKING HOLDOWNS D E L.=19'-8" + PANEL EDGE STUDS ANCHOR BOLTS BOTTOM PLATE ANCHOR BOLTS/ SW SHEATHING PANEL EDGE NAILING TOP PLATE BO SIMPSONANCHOR (NOTE 5) 3/4"0/SILL PLATE EMED. DEPTH t County Road 48 TIEDOWN SYSTEM Sw1 15/32"APA PLY ONE SIDE 10d AT 3" O.C. (3)2x 36" O.C.-(2)2x SIMPSON LTP4 AT 16" O,C SIMPSON LTP4 AT 16" O.0 SIMPSON ATS HOLDOWN SYSTEM J"O PAB/12" Greenport, NY 11944 . 34K SW2 15/32"APA PLY ONE SIDE 10d AT 3" O.C. (3)2x 36" O,C,- " "2)2x SIMPSON LTP4 AT 16O.0 SIMPSON LTP4 AT 16O.0 � ( SIMPSON ATS HOEDOWN SYSTEM J"0 PAB/12" x SW3 15/32"APA PLY ONE SIDE 10d 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 HOEDOWN SYSTEM seal N J"O PAB/12" 2ND FLOOR V=425 plf P=4,1 K SW4 15/32"APA PLY ONE SIDE 10d 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 " NE�;. : EL.=10'-9" Of "Q1 PAB/12 n n n n A a/,• SW5 15/32 APA PLY ONE SIDE 10d 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 HOEDOWN SYSTEM "0 ppg/12" ��` �•! t SW6 15/32"APA PLY ONE SIDE 10d 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 ppg/12" 12.3K SW7 15/32"APA PLY ONE SIDE 10d 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 1"0 SB/24" cc SW8 15/32"APA PLY ONE SIDE 10d AT 3" O.C. SIMPSON LTP4 AT 16" O.0 SIMPSON LTP4 AT 16" O.0 " " 149211 f (3)2x 36' O.C.-(2)2x SIMPSON ATS HOEDOWN SYSTEM 1 0 SB/24 076919 1STFLOOR plf - F� A��FfS510�� Issued da d scrip'tion E--�•- 8 3 NOTE:THE ABOVE SPECIFIED SHEATHING CAN BE REPLA;ED WITH STRUCTURAL GRADE 1 OSB OF THE SAME THICKNESS AND QUANTITY. -� 12. K 12.3K ATS BEARING PLATE ATS PLATE WASHER 1 03/15/19 Issued For Construction • ATS TAKE-UP DEVICE �• ATS BEARING PLATE SHEATHING COMPRESSION POSTS SHEATHING BRIDGE BLOCK PER ATS DWGS SHEAR WALL S W 8AND NAILING • I AND NAILING SCALE:1/8"=1'-0" CUMULATIVE COMPRESSION- OMPRESSION Level 4 I 14,( FULL HEIGHT STUD CUMULATIVE TENSION ATS ROD�■ EDGE NAILING TO I� COMPRESSION PER ATS I I DWGS CRIPPLE STUD INCREMENTAL BEARING-'-, EARING ATS ROD I CONNECTION FROM KING STUD TO CRIPPLE STUDS PER ATS DWGS -►I F� PEDGE NAILING TO PER ATS DWGS FULL HEIGHT STUDS _ PER ATS DWGS SHEAR WALL NOTES: CUMULATIVE COMPRESSION Level 3 F 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 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 OF THE NYS BUILDING CODE. 3. ALL PANEL EDGES TO OCCUR OVER STUDS, PLATES, RIMS OR HORIZONTAL BLOCKING. '1 711 4, NAIL SHEATHING TO INTERMEDIATE SUPPORTS AT 12" OC. t itle 5. ALL NAILS INTO 3x MEMBERS SHALL BE STAGGERED. (OR DOUBLE -2x STUDS PER NOTE 12) SHEAR WALL 6. MIN, NAIL PENETRATION INTO STUDS IS 15/8" AT 10d NAILS. CUMULATIVE COMPRESSION Level ATS ROD PER ATS DWGS -� �►- PER ATS DWGS 7. PANEL EDGE STUDS INDICATE REQUIRED STUD OR HORIZONTAL BLOCKING MEMBER WIDTH AT ABUTTING PANEL SHEATHING ATS TAKE-UP DEVICE OR ELEVATIONS EDGES. PROVIDE STAGGERED NAILING AT SHEATHING EDGES TO 3x6 STUDS BEHIND ADJOINING PANEL EDGES. CUMULATIVE TENSION AND NAILING ISI COUPLER COMPRESSION POSTS COMPRESSION POSTS 8. WHERE SHEATH NG IS APPLIED TO BOTH SIDES OF WALL - OFFSET PANEL EDGES TO FALL ON DIFFERENT STUDS. INCREMENTAL BEARING �I ��' PER ATS DWGS lI �• 11 ATS BEARING PLATE EDGE NAILING TO EDGE NAILING TO & DETAILS 9. NARROW BLOCKING REFERS TO 1-1/2" LSL RIM OR BLOCKING. WIDE BLOCKING REFERS TO 3-1/2" LSL RIM OR SHEATHING COMPRESSION PER ATS SHEATHING I COMPRESSION PER ATS BLOCKING, AND NAILING I DWGS AND NAILING I�r DWGS 10. PROVIDE SHEARWALL SHEATHING AND NAILING FOR ENTIRE LENGTH OF WALLS NOTED ON PLANS. RIM 101ST/ SOLID BLOCKING ATS COUPLER ORCTUD ATSCOUPLER PROVIDE HOLDOWNS PER PLAN AT EACH END OF WALL, UNO. FLOOR FRAMING BEYOND(TYP) �I I ATS ROD II I ATS ROD PROVIDE PANEL EDGE NAILING IN EACH HOLDOWN STUD AT END OF WALL. EDGE NAILING TO _ OVERSIZE SILL PLATE _ OVERSIZE SILL PLATE 11. STAGGER BOTTOM PLATE NAIL. CUMULATIVE COMPRESSION Level 1 AT ROD a AT ROD COMPRESSION PER ATS O �= DWGS FOUNDATION drawn by: JR 12. ALL FOUNDATION SILL PLATES SHALL BE P.T.MEMBERS AND HAVE 1/4" x 3" x 3" PLATE WASHER. CUMULATIVE TENSION ,I COMPRESSION POSTS 13. EMBED ANCHOR BOLTS 7" MINIMUM INTO CONCRETE. WOOD BEAM ", ATS ANCHOR 14. (2)2x STUDS MAY BE USED IN LIEU OF 3x STUDS AT PANEL JOINTS. SEE STRUCT PLAN °• checked by: TM 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 scale: AS NOTED 3 O.C. AT DOUBLE SHEATHED WALLS, ATS ISOLATOR NUT RUN MaSART( ONCRTE, ui 15. WHERE NOTED IN DETAILS, USE SIMPSON A35INLIEU OFLTP4 PLATES. SPACE AT2/3LTP4 SPACING. WOODTBEAMCST ELEBEAM) MID FLOOR DETAIL WOOD BEAM DETAIL CONCRETE DETAIL project number: 10002 r 16. END OF WALL ANCHOR BOLTS SHALL BE LOCATED MAX 12 AND MIN 5 FROM END OF THE PLATE, 17. SMALL SHEARWALL PENETRATIONS PER "BLOCKING AT SHEAR WALL DETAIL" THIS SHEET. scaled inch o sheet number 0 RUN START DETAILS BUILDING C Z a x a + + + + 4HS3 * 00 8 9 ao + + + + + + C 16d NAILS (2) ROWS 16d rn PER SCHED. SHEARWALL NAILS PER SCHED. SHEARWALL 0 - � (contlnuedl (continued) SHEATHING SHEATHING c 2304.10.1 FastenerRequiroments10d NAILS 10d NAILS I ® i TABLE 2304.10,1-continued FASTENING SCHEDULE TABLE 2304.10.1-continued FASTENING SCHEDULEE CHER. PER SCHED. Connections for wood members shall be designed in accordance with the appropr ate methodology m Sacticn 23012.The number and P R S F17A of fasters s connecting wood members shall not be less than that set forth in Table 2304.10 1. NUMBER AND TYPE OFDESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION TABLE 2304.10.1 FASTENING SCHEDULE DESCRIPTION OF BUILDING ELEMENTS FASTENER SPACING AND LOCATION Wood structural panels(WSP),subfloor,roof and Interior wall sheathing to framing and particleboard wall sheathing to Well framing" DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION 2-8d common(21/2"x 0.131");or Edges Intermediate supports 10d NAILS AT 4" O.C. Roof FLOOR JOISTS 2-10d box(3"x 0.128"):o• (inches) (inches) A351 F EACH 19.1"brace to each stud and plate 2-3"w 0.131"nails;or Face nail 3-Ad crxmm�n(21/2"x 0.131"):Or T 8 Interior paneling SIDE REQ'D "• 1.Plonking hRtWRR.n ceiling Inist%,raftAnt nr IniRseR 3-1Od hnx(3"x C.19R"):n Each end,utensil 2-3"14 gage staples. /, crown 4tl casing(1112"x o.oso");or B E A T T Y HARVEY COC O to top plate or other framing below 3.3"x 0.131"nails:or 2-8d common(2+/p x 0.131");or 41 /4 4d finish 1 ° 12 ARCHITECTS L L P 3.3"14gage Ftaf11R4,7118 rrrnvn 20.1"x 6"sheathing to each bearing Facenaii (t /Z x0.072") NEW YORK � MARYLAND 2-10d box(3"x 0.128') 3 fid casino(9"x 0 099");nr ' 2.8d common(2112"x 0.131") 3 8d common(2112"x 0.131^);or 42 /8 fid f nish(panel supports et 24 Inches) 6 12 BLOCKING BLOCKING 2.3"x 0.131"nails Each end,toenail 21.1"x 8"and wider sheathing to each ben-Ing 3-1pd box(3"x 112"0. x') Face nail LTP4 PLATE TO LTP4 PLATE TO Blocking betweenraftenitxtrussnotatthewall 2-3"14 gage staples BLOCKING PER BLOCKING PER 1300 Walt Whitman Road, New York, 11747 top clang, a rafter ra truss 1 " Floor For SI:1 inch=25.4 mm. SCHED. SCHED. A jo: (631)300-1010 9.16 d common(1112"x 0.1 6.) 1 3.3"x 0.131"nails End nail 3-8d common(2/2"x 0.131"):or a.Nails spaced at 6 Inches at Intermediate supports where spars are 48 inches or more For nniing of wood structural panel and 17F owner/developer 3.3"x gage staples floor particleboard diaphragms and shear wells,refer to Section 2305.Nails for wall sheathing are pemitted to be common,box or 22.Joist to sill,top plate,or girder 3-10d box(3"x 0.128'):o• Toenail caslrg. PANEL EDGE NAILINGConifer Realty 16d common(3112'x 0.162")@ 6"o.c. 3-3"x 0.131"nava;or It.Spacing shall be 6Inches on center on the edges and 12 inches on cente•at intermediate sumorts for nons:ructurdl apprcalions. PER SHEARWALL SCHED. FLOOR/ROOF FRAMIN 1000 University Avenue Suite 500 Fiat blocking to truss and web filler 3'x 0.131"nails @ 6"O.C. Face nal 3-3"14 gage staples.7/18 crown Panel supports at 16 inches(20 inches if strength axis in the long direction of the panel,unless chemise marked). NARROW BLOCK W I D E B LO C K SEE PLAN Rochester, NY 14607 3'it 14 gage staples @ S"o.e , x c.Whore a rafter is facloned to an adjacent parallel ceiling joist in accordance with this cchoduleand the coiling joists fastened to 8d common(2/2" 0.131^};or 585.324-0500 3-8d common(21/2"x 0.1317;or 23.Rim joist,bard joist,or blocking to lop plate,sill IOd box(3"x 0.128").or the tup pidte In aucordmlce will this schedule,Om nurube•u nue,aits in tiro rafter III be pet it to be reduued by one nail. or 6"o c.,toenail SHEARWALL. SEE 3-10d box(3"x 0.128");Dr other framin beluw 3"x 0.131"nails;or PLAN 2.Ceiling joists to lop plate Each joist,toenail y 3"14 gage staples,7/• "crown civil engineer 3.3"x gagenafiles, g g P 6 TYPICAL DETAIL AT SHEARUIIALL PERP. TO FRAMING LKMA 3-3"14 gage staples,7118 crown 2-8d common(21/2"x 0.13,•);of 437&405 24,1"x 6"subfloor or less to each joist Face nail 3.16d common(3112"x 0.162");or 2-1od box(3"x 0.128") 3.Ce)Lnq joist not attached to parallel rafter,laps 4.10d box(3"x 0.128")•or + over partitions(no thrush.) 4-3"x 0.131"nails;or r race nail 25.2"subtlocr to joist or girder 2-1bd common(3/2"x o.ts2•) race nail SHEATHING AND NAILING FER (2) 2X6 BLOCKING OR South Country Road 11719 (see Section 2308.7.3.1,Table 2308.7.3.1) 4.3"14 gage staples,7118 26.2"planks(plank�beam-floor 3 roof) 2-16d common(3 crown ,/�"x 0.162") Each bearing,face nail SHEARWALL SCHED. (TYP.) FLAT 2X4 BLOCKING TYPICAL DETAIL AT SHEARWALL PARALLEL TO FRAMING Brookhaven,NY 631.286..86688668 BEHIND STRAP, (TYP.) 4.Cell ng Joist attached to parallel rafter(heat joint) Per Table 2308.7.3.' Face nal 32"o.c.,face nail at top and (see Section 2308 7.3.1,Table 2308.7,3.1) 20d common(4"x 0.192") bottom 3.10d Ixmonon(3"x 0,148");or staggered on opposite sides m,e.p. & .p. 4.10d box(3"x 0.128");or 10d box(3"x 0.128");or 6" PLYWOOD SHEATHING x Face nal x 24"o.c.face nail at top and bottom SIMPSON Ars PLYWOOD SHEATHING M/E Engineering, P.E. 1 5,Cellar tie.o rafter 4.3"x 0.131 nails;or 3" 0.131"nails;or 4.3"14 gage staples"7118 crown 27.Built-up girders and beams,2"lumber layers 3"14 yaytt staples,7/•6"uowrr staggered on opposite aides - - NOTE• USE CMSTC16 g 150 North CheSfinU Street SIMPSON ATS ANCHOR BOLT 3.10 common(3"x 0.148"):or And: STRAP U.O.N. ANCHOR BOLT a COMPRESSION MEMBERS Rochester,585 288.5590 , 2-20d common(4'x 0.192");or (TYP.) � SEE SHEAR WALL SCHEDULE 6.Ratte-or roof truss to top plate 3.1611 box(31/2*x 0135");Or c 4.10d box 3"x 0.128" Dr Toartail 3-1011 box(3"x 0 196") n Ends and at each calico,Paco nail (See Section 2308.7.5, Table 2308.7.5) ( )' 3-3"1 gage nails;or a•3"x 0.131 Halls;or 3-3"14 gage staples,7/18 crown 2X6 FILLER TO � COMPRESSION MEMBERS structural engineer 4.3"14 gage staples,?/,Or crown R.C. AS REQUIRED SEE SHEAR WALL SCHEDULE TDM Consulting Engineering g 3.1611 common(31/2"x 0.162'):Or 2.16d common(3112"x 0,162"):or 4-10d box(3"x 0.128");o EXTEND STRAP PAST 3-10d box(3"x 0.128"):or 26.Ledger drip supporting joists or rafters 4-3"x 0.131"nails;or Each joist or raftoc face nal WINDOW, 550 North County Road,$ulna End rail 16" FOR CS16 Saint James, NY 11780 3.3"x 0.131"nails;or 4-3'14 yaye btapleb,7/18 uruwn 3-3"14 gage staples.7118 crown;or 7.Roof ratters to ridge valley or hip ratters:or root 3-16d common(31/2"x 0.162');or 24" FOR CMSTC 16 PERPENDICULAR TO WALL 631. 86.5 3.10d common 311 x 0,140" or 4-10d box 3 x 0.128• o PANEL EDGE NAILING 36„ FOR CMSTC 14 rafter to 2-inch ridge beam I 9" Y ( " ) 29.Joist to band joist or rim joist End nail ALONG KING STUD 48 FOR CMST 12 3-1611 box(31/2"x 0.135"):or 4-3"x 0.131•Haus,or 7 STRAP TOP & BOT. 4.10d box(3"x 0.128");or Toenail 4-3"14 gage staples, /1e crown OF WINDOW OVER FULL LENGTH A-3"x 0.131"nails;or 2-8d common(21/2"x 0.131");or SHEATHING A-A ke 4.3"14 gage staples. 118 Crown 30.Badging or blocking to Joist,rafter or truss 2.10d box(3"x 0.128');o' Each end.toenail CORNER SIMPSON ATS y 2-3"x 0.131"nous;or 7 STRAP ANCHOR BOLT TRUE 2-3"14 gage staples, /18 crown NORTH (continued) TABLE 2304.10.1-eontiriued FASTENING SCHEDULE PLYWOOD SHEATHING COMPRESSION MEMBERS (continued) SEE SHEAR WALL SCHEDULE --f•- � DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION TABLE 2304.10.1-continued FASTENING SCHEDULE SILL-Z Wall DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION 16d common(3112"x 0.162"); 24"o.c.face nail 2X6 SILL PLATE WITH FLAT 2X BLOCKING Wood structural panels(WSP),subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to ADDED FLAT BLOCKING (USE 3X BLOCKING IF "6- tw■ 8.Stud to stud(not at braced wall panels) 10d box(3"x 0.128"):or framing' 3"x 0.131"nails;or 16"o.c.face nail BEHIND STRAP SPLITTING OCCURS) 3-3"14 gage staples,7117;'crown (inches) Intermediate (inches) o SECTION A-A MID-WALL a 16d common(31/2"x 0.152"):or 16"o.c.face.nail 6d common or deformed(2"x 0.113") 6 12 (subfloor and wnll) 9.Stud to stud and abutting studs at Intersecting wall 16d box(3112"x 0.135");or 12"o.c,face nailTYPICAL WINDOW SHEARWALL D ETA I L corners(at braced wall panels) 811 box or deformed(21/2"x 0.113")(roof) 6 12 3"x0.131"nails;orANCHOR BOLT LOCATION DETAL 3.3'14 gage staples.7118 crown 12"o.c.face nail 23(8 x 0.113"nail(subfloor and wall) 6 12 31.31x"-112" 16d common(3112 x 0.182"),or 16"o.c,each edge,face nail 1314 16 gage staple,?ilii"crown 4 8 project " 10.Built-up header(2"l0 2"header) 1611 box(3112"*0.135") 12"o.c.each edge,face nail (sub0oorand wall) PLYWOOD SUBFLOOR. SIMPSON STRAP TIE SSP2 VINEYARD VIEW2318 x 0,113"nail(root) 4 8 2X BLOCKING AT PANEL EDGE NAILING STUDS PER BEARING WALL SEE SCHED FOR NAILING AT EACH STUD (TYP.) 11 Continuous header to stud 4-8d common(2112"x 0.131");or Toenail 1314"16 gage staple,7116"crown(root) 3 6 SHEATHING EDGES PER SHEARWALL SCHED, OR SHEARWALL SCHED. 4-1011 box(3"x 0,128'} (TYP.) (TYP. 1 Sri common(21,2"x 0.131'):or 6 12 ) 2X BLOCKING AT STRAP 16d common(31/2'x 0 1621;or 16"o face nail 6d deformed(2"x D.113") T.O. + 32'19i32"-31q" EL.= SEE PLAN County Road 48 12.Top plate to lop plate 1011 box(3"x 0.126");or 2318 x 0.113"Hall;or 3"x 0.131"nails;or 12"o c.face nail 7 4 6 3"14 gage staples,7118"crown 2"16 gage staple. 118 crown - + "x r 33.71"-111" IOd common(3"x0.148"1:or 6 12 Greenport, NY 119 4 B-ted common(3 I2 0.162).o s 4 8d deformed(2/2 x 0.131") AT EXTERIOR WALLS 12-10d box(3"x 0.128");or Each side of end joint,face nail 13,Top plate to lop plat;,at end joints 12-3"x D.131'nails;or (minimum 24"lap splice length Other exterior wall sheathing SI PSON LTP4 INSTALLED 1�,QF P,f� 7 each aide of end joint) AS PER MANUFACTURER 12-3"14 gage staples, !18"crown 1 • 1 12 galvanized roofing nail 16d common(3112 x 0.162");or 16"o.c.face nail 34.112"fiberboard sheath ngb (7118"head d ameter);or 3 6 SPECIFICATIONS. 14.Bottom plate to joist,rim joist,band joist or 1611 box(3112"x 0.135");or 1114 16 gage staple with?I16"or 1"crown u nets „ = SIMPSON LTP4 C� 2'-0" O.C. . . r blocking(not at braced Na panels) 3 3"x 0.131"nails;or 12 o.c.tare nail 1314-gaNenired roofing nail ALONG PLYWOOD JOINT 3"14 gage staples,7116"crown 35 25/32"fiberboard sheathingh (7118 diameter head);or 3 6 2-i6d common(3112'x 0.162");or 11/2 16 gage staple with 7118'or 1'crown " r j 15,Bottom plate to Joist,dm joist,band joist 4-3'14 gage staples,7116"crown 3-i6d box(3112"x 0.135");or Wood structural panels,combination subfloor undarlaymont to framing 2x6 STUDS ® 16 O.C. SIMPSON STRAP TIE �` 076919 or blocking at braced wall panels 4-3'x 0.131"nails;or 16"o c Lace Heil 36 314"endless (TYP.) ESS 8d common(2112"x 0.131");or 6 12 (TYP.) ® EACH STUD 'SOF IONP fid deformed(2"x 0.113") (TYP.) 4-8d common(21(2"x D 131"):or 8d common(21)2'x 0.131");or V_ � ) ( I ) �1 w_ w 4'10d box(3"x 0.128');or Toenail 37 71 e -1• 8d deformed(21(2"x 0.131") 6 12 issued date description 4-3'x 0.131"nails;or LSTA12 STRAP (TYP.) +E 4-3"14 gage staples,7118"crown;or1 10d common(3"x 0.148"):or OVER STRUCTURAL T.O. 2ND FL. SUB FL. 16.Stud to top or bottom plate 38'1 /s"-11(4" 811 deformed(2112"x 0.131") 6 12 SHEATHING 1 03/15/19 Issued For Construction 2-16d common(3112"x 0.162"),or EL.= SEE PLAN 3-10d box(3"x 0.128");or End nail Panel siding to framing 3-3•It 0.131"nails;or fid ,"x 0,on-resislant siding 3-3'14 gage staples,7116"crown 39.1I2"Drless (,7, ,o6"):or 6 12 OPENING WITHIN STUD SPACE OPENING LESS THAN 2 STUD SPACES 2-16d common(3112"x 0.162");or 6d corrosion-resistant casing(2"x 0 09(r) 3-10d box(3"x 0 128");or 8d corrosion-resistant siding SIMPSON LTP4 INSTALLED 17 Top or bottom plate to stud 3-3"x 0.131"nails;or End Hell 3 12 s (2/ex0.128');or 8 TYPICAL DETAIL AT SMALL SHEARWALL PENETRATIONS AS PER MANUFACTURER 3-3'14 gage staples,7116"crown 40. 1&" 8d corrosion•resistantcasing SPECIFICATIONS. (21/2" 2-16d common(3112'x 0.162");or x D 113") '- " 18 Top plates,laps at corners and intersections 3-10d box(3"x 0.128");or Face nail SIMPSON LTP4 ® 2 0 O.C. or 3-3"x 0.131"nails;or ALONG PLYWOOD JOINT 3-3"14 gage staples,7118"Gown FLOOR PLATE 2x6 STUDS ® 16" O.C. SIMPSON TYPE SSP RIM BOARD NAILING SHCED. STRAP AT EACH STUD (10) 16d NAILS EA SIDE OF SPLICE FLOOR PANEL (TYP.) (NO BOTTOM SPLICE IN THIS AREA) FLOOR PLATE-1611 (3 A") BOX 16" O.C. 3x3x�" PLATE WASHER 1" PREMOLDED J"O HOOKED ANCHOR + 4'-0" MIN. 4'-0" MIN. (2)16d EA SIDE FLOOR/WALL PANEL-8d (2 J") COMMON 6" O.C. FILLER BOLT ® V-0" O.C. + 2 IN OF BOT. PLATE 4 SLAB ON GRADE _TYP. SPLICE TOE NAIL-10d (3") BOX 6" O.C. �d%_T�.O. 1 ST FL. SLAB AIN TOE NAIL ', EL.= SEE PLAN x-X_X_X-x T.O. GRADE I• EL.= SEE ARCH. X I x x x x I x x x x I I x TRUSS JOI001 X x x x x x x x I x I x RII`1 BOARD I title 2X6 ® 16" oc Il �( E r. TYPICAL 16d AT 16" O.C. I l 16d AT 16" O.C. (5) 16d „ JDETAIL AT RI BOARD 21 2 1 L2 STAGGER TYP. P I STAGGER TYP. 16d ® 8 oc WOOD DETAILS 3/4" PLYWOOD 2 X 6 ® 16" oc • #5®12" -H l 5 DOWELS o UNOTE:SE AT ALL EXTERIOR I i SIMPSON JOIST FANGER 16d ® 8" oc • r7 WALLS AND INTERIOR t TOP PIECE SPLICE BOTTOM PIECE SPLICE - ®12" O.C."I BEARING AL SD I AT STUD CL TYP. AT STUD CL TYP.SHEAR3/4" PLYWOOD • G =j- FLOOR JOIST >G + drawn by: JR t I M l I i checked by: TM 3#5 BARS CONT. scale: AS NOTED AT CORNER FLOOR JOIST #5012" O.C. 6" " project number: 10002 UWOOD BEAM BLOCKING scaled me s ® 32" oc L Q FLOOR JOIST HUNG PSL BEAM sheet number FROM PARALLAM HEADER BLOCKING DETAIL TYPICAL WALL STRAPPING & TIE DETAIL U ELEVATION BUILDING C z NOTE' TYPICAL TOP PLATE LAP SPLICE DETAIL TYPICAL WOOD FRAMING DETAILS SIMPSON HOLDOWNS TO BE INSTALLED AS PER MANUFACTURER SPECIFICATIONS. co T + cn, >'. a WALL REINFORCEMENT 11-611 COLUMN FOUNDATION WALL MIN. PIPE TRENCH EXCAVATION T/2 ADD 2-#5 ALL AROUND EXTEND `�� PIPE SLEEVE NEW COLUMN 2'-0" MINIMUM BEYOND EDGE OF PIPE TO CLEAR SEE PLAN FOR SIZE 3'-0" 2'-0" OPENING SLEEVE BY}" NO PIPE 1N BEATTY HARVEY COCO REINFORCEMENT TO MATCH ARCHITECTS , L L P FOOTING REINFORCEMENT (TYP) THIS HEIGHT NEW YORK MARYLAND 5" SLAB ON GRADE SEE BASE PLATE DETAIL IF REQUIRED ADD 1-#5 x 4'-0" EACH PIPE z 1300 Watt Whitman Road, New York, 11747 Z q p: (631)300-1010 • ,< �- CORNER -1-- • M owner/developer BOTTOM OF z OPTIONAL JOINT • X—X x--co X—X x F. x X—X—X—x—X FOOTING _ � � Conifer Realty • _ ~ M TERMINATE INTERRUPTED = _ — 1000 University Avenue Suite 500 SEE FOOTING BARS OF SINGLE LAYER WITH A o ¢ Rochester, 324-0500 Z I SCHEDULE FOR — — STANDARD HOOK.ADD AT 2 M 0 c REINFORCEMENT �- T INTERRUPTED BARS IN o W DOUBLE LAYER U-SHAPED 1 LW civil engineer BARS TO MATCH WALL Z LKMA H H • • • T UNDISTURBED EARTH REINFORCING. SPLICE 1.3(LD) 437 &405 WHERE PIPE TRENCH EXCAVATION IS9" MIN.(TYP) South Country Road SEE FOOTING SCHEDULEREQUIRED PARALLEL TO FOOTING IT SHALL _ BE KEPT ABOVE THIS LINE. STEP FOOTING AS Brookhaven,NY . T=SLAB THICKNESS (ALTERNATE TO SLOPED FOOTING) NECESSARY TO MEET THIS REQUIREMENT. FOOTING WIDTH 631.2868668 .8668 PLUS4 -0 TYPICAL FOOTING DETAILTYPICAL FOOTING DETAIL TYPICAL WALL OPENING DETAIL m.e.p. &f.p.STEPPED _ M/E Engineering, P.E. B SCALE: NTS SCALE: N,T.S. SCALE: N.T.S. TYPICAL DETAILS OF PIPE AT FOOTINGS Rochesterester,,- 150 No h u Street NY 14604 585.288.5590 structural engineer WALL TDM Consulting Engineering HORIZONTAL 550 North County Road,Suite BARS Saint James, NY 11780 TOP OF PIER (ANCHOR NOT SHOWN) SEE PLAN HORIZONTAL TYPICAL EDGE OF PIER OR 631.686.5234 BARS BASE PLATE WHICHEVER Q IS GREATER -011 Q o CD STEEL COLUMN SEESCHEDULE key SEE WALL SECTIONS FOR SIZE TRUE • • FOR REINFORCEMENT #4 TIES AT 12" O.C. FULL DEPTH PRE-MOLDED STONE CONTRACTION JOINTS NORTH A I A JOINT FILLER + F • 36 DIA. DOWELS. SAME 1'.0" °a a a o 45 OG FILL AROUND COLUMN I D SPACING �, o `�c F AFTER FLOOR IS CAST � I---1 Z SIZE AN ■•■ �' AS HORIZ. BARS • • W _ FOOTING DOWELS TO NPRE-MOLDED MATCH VERTICAL • . CORNER WALLS INTERSECTING WALLS JOINT FILLER FOR FOOTING project SEE PLAN OR NOTE: LAP REINFORCING AS SHOWN PROVIDE CORNER BARS.WHERE CORNER REINFORCEMENT TYPICAL I JOINT DSCHEDULE 8#6 BARS IS DIFFERENT SIZE, BEND AND LAP LARR GER SIZE BARS. VINEYARD VIEW TYPICAL WALL INTERSECTION DETAIL SCALE: N.T.S. SECTION A-A SCALE: NTS + County Road 48 + _ Greenport, NY 11944 seal OF NEiy y� NOTE:ALL PIERS TO BE REINFORCED AS SHOWN ABOVE UNLESS OTHERWISE NOTED ON PLAN OR IN SECTION. FOOTINGSCHEDULE DESIGN SOIL BEARING 2000PSF ~ 4 TYPICAL PIER DETAIL ,cam W SCALE: N.T.S. "moo 76919 � MARK SIZE DEPTH BOTTOM REINF,EACH WAY REMARKS ��, c� F2.5 2'-6"x 2'-6" 1'.311 444#4 FESS10NP� F3.0 3'-0" x 3'-0" 1'-3" 444 #4 FULL DEPTH CONTRACTION JOINT 1/8 WIDE EXTEND ALL STEEL F3.5 3'-6"x3'-6" 1'-3" 444 issued date description JOINT FILLER (SEE GENERAL NOTES FOR LOCATION) THRU JOINT 1" CONT. F4.0 4'-0" x 4'4" 1'-3" 4•#5 1 03/15/19 Issued For Construction KEY F4.5 4'-6" x 4'-6" 1'-3" 5-#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 F5.5 5'-6" x 5'-6" 1'-6" 645 #5 F6.0 6'-0" x 6'-0" 1'-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" 7•#6 TYPICAL SLAB JOINT DETAILS. SCALE: N.T.S. F -�' CONC. SLAB-ON-GRADE W.W.F #4 0 12 2'-0" 10 MIL POLYETHYLENE DEPRESSION FOR LOCATION title SHEETS VAPOR BARRIER SEE ARCH. DWGS. DEPRESSION FOR LOCATION 6" CRUSHED STONE 1 -#4CONT. SEE ARCH. DWGS. —X—XX—x—X—x—X TYPICAL OVERCOMPACTED FILL #4 (CONT,) FOUNDATION X— N J — x X-X-X-X-X-X-X-X-X x-x-x X-x X X—X—X—X12 DETAILS 1 77777771'11111111 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 G jNOR 12 L8 - drawn by: JR NOTE: SEE PLAN FOR SLAB THICKNESS AND REINFORCEMENT MIN ORSLAB THICKNESS SLAB THICKNESS DEPRESSION <8" checked by: TM TYPICAL SLAB CONSTRUCTION DEPRESSION <8" scale: AS NOTED CHANGE IN SLAB ELEVATION project number: 10002 U scaled inch TYPICAL SLAB ON GRADE DETAILS sheet number o U SCALE: N.T.S. BUILDING C m D S O O H..I.. --�- - �-- + + 9 S4 ,900 ENGI NEERiNG THIS PROJECT SHALL BE BUILT AND TESTED FOR"ENERGY STAR QUALIFIED HOMES,VERSION Mechanical/Electrical Engineering Consultants I P *w++ .1 M/E Project#170412 9)." THE FOLLOWING ITEMS ARE INTENDED AS AN OUTLINE OF THE REQUIREMENTS FOR HVAC SYMBOL LIST THE HVAC CONTRACTOR. REFER TO THE ENERGY STAR WEBSITE FOR THE FULL LIST OF Rochester I Buffalo I Syracuse I Schenectady OFFICIAL REQUIREMENTS. 150 N.CHESTNUT ST. 585.288.5590 414414 y, � s � � SYMBOL DESCRIPTION ROCHESTER NY 14604 www.meengineering.com MBH THOUSAND BTU/HOUR 1. DOCUMENTATION: 5. WHOLE-BUILDING DELIVERED VENTILATION NTS NOT TO SCALE (E) EXISTING a. PROVIDE DOCUMENTATION ESTABLISHING THE FOLLOWING: a. RESNET-APPROVED THIRD PARTY RATER-MEASURED VENTILATION RATE SHALL GENE RAL DESIGN C R ITE R IA: BE WITHIN 100-120%OF DESIGN VALUE. BEATTY HARVEY COCO ACOUSTIC THERMAL LINING 1%2" THICK i. THE HVAC CONTRACTOR MUST BE ENERGY STAR PARTNER& 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) - NI CUBIC FEET PER MINUTE COMPLETE THE ONLINE VERSION 3 BUILDER ORIENTATION. 6. CONTROLS: THE FOLLOWING ENERGY CONSERVATION AND FUNDING PROGRAMS: NEW YORK I MARYLAND THE MOST STRINGENT CRITERIA SHALL APPLY. _ AFF ABOVE FINISHED FLOOR 1300 Walt Whitman Road, New York, 11747 AD ACCESS DOOR II.THE HVAC CONTRACTOR MUST BE CREDENTIALED BY AN a. OVERRIDE CDNTROLS FOR CONTINUOUSLY OPERATING VENTILATION/EXHAUST - ENERGY STAR V3.1 (REV 9), WITH CHECKLISTS. + p:(631)300-1010 EPA-RECOGNIZED HVAC QUALITY INSTALLATION TRANING & FANS SHALL BE READILY ACCESSIBLE AND CLEARLY LABELED. ENTERPRISE GREEN COMMUNITIES owner/developer RL REFRIGERANT LIQUID OVERSIGHT ORGANIZATION. RS - HCR HANDBOOK (VERSION 2018)REFRIGERANT SUCTION b. PROVIDE 24V, DIGITAL, 7-DAY PROGRAMMABLE THERMOSTAT FOR EACH Conifer Realty —\', VRV REFRIGERANT PIPING - 2 PIPES b. THE HVAC CONTRACTOR MUST COMPLETE AND SUBMIT THE LATEST VERSION HEATING/COOLING SYSTEM. PROVIDE ADAPTIVE RECOVERY IF SUPPLEMENTAL 1000 University Avenue Suite 500 OF THE"HVAC SYSTEM QUALITY INSTALLATION CONTRACTOR CHECKLIST"FOR --�'�4- VRV REFRIGERANT PIPING - 3 PIPES EACH BUILDING IN THIS PROJECT. ELECTRIC HEATING COIL IS UTILIZED. Rochester, NY 14607 - DRAIN 7. VENTILATION AIR INLETS & SOURCE 585.324-0500 W/C WALL CAP THIS CHECKLIST INCLUDES THE HVAC CONTRACTOR PROVIDING THE RD RADIATION DAMPER FOLLOWING ITEMS: a. ALL VENTILATION AIR INLETS SHALL BE LOCATED A MINIMUM OF 10'-0'FROM civil engineer CONTAMINATION SOURCES SUCH AS EXHAUST STACKS,VENTS, FLUES,VEHICLE ® 12 ROUND DUCT - IN INCHES - CONDENSING UNIT REFRIGERANT TESTS&CALCULATIONS EXHAUST. GENERAL CODE CRITERIA: 437 7&405&405 South Country Road DUCT SECTION - SUPPLY - 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 Engineering, P.E. DUCT SECTION - RETURN GRADE/ROOF LEVEL IN CLIMATE ZONES 4-8 (NEW YORK IS IN CLIMATE ZONE 6). THE FOLLOWING BUILDING CODES 631.286.8668 c. PROVIDE INSECT SCREEN ON EACH AIR INLET. - ELECTRICAL MEASUREMENTS - 2015 INTERNATIONAL CODE COUNCEL CODES m.e.p. &f.p. _ 2017 NYS ICC COMMENTARY DOCUMENTATION OF FURNACES,CONDENSING B+ B l WIDTH A x DEPTH B UNIT AHRI CERTIFICATION; BALANCE REPORTS 8. LOCAL MECHANICA EXHAUST: - NATIONAL ELECTRICAL CODE M/E En- LOCAL CODES AND ORDINANCES g B 150 North Chestnut Street —'rte AIR FLOW - DOCUMENTATION INDICATING VENTILATION SYSTEM TYPE, a. IN EACH KITCHEN &BATHROOM,A SYSTEM SHALL BE INSTALLED THAT 4 Rochester, NY 14604 ® LOCATION, DESIGN RATE EXHAUSTS DIRECTLY TO THE OUTDOORS. 585.288.5590 4 WAY SUPPLY DIFFUSER c. THE HVAC CONTRACTOR MUST COMPLETE&SUBMIT THE LATEST VERSION OF 9. VENTILATION & EXHAUST FAN RATINGS: structural engineer ® 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 E ® 2. LUCT QUALITY INSTALLATION: Saint.lames, d, 1 Suite 2 WAY SUPPLY DIFFUSER b. CONTINUOUSLY OPERATING FANS SHALL BE RATED FOR =< 1 SONE. 63, NY 11780 THE HVAC CONTRACTOR SHALL CERTIFY THAT: RETURN OR EXHAUST c. FANS SHALL BE ENERGY STAR LABELED. .5234 REGISTER OR GRILLE a. ALL DUCTWORK SHALL BE INSTALLED WITHOUT KINKS OR SHARP BENDS. ffBREGISTER, GRILLE OR DIFFUSER TAG 10. COMBUSTION APP IANCES: A - TYPE b. AN OPPOSED BLADE VOLUME DAMPER IS PROVIDED IN EACH SUPPLY DIFFUSER. GENERAL NOTES: key 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 TRANSFER GRILLES, RETURN DUCTS AND/OR UNDERCUT DOORS TO PROVIDE 1 TRUEDRAWINGS WITHIN DIVISION 23. NORTH SD DUCT SMOKE DETECTOR SQ. IN. FREE AREA OPENING PER 1 CFM OF SUPPLY AIR DELIVERED TO 11. FILTRATION: OT 7-DAY PROGRAMMABLE THERMOSTAT BEDROOM, OR A RATER-MEASURED PRESSURE DIFFERENTIAL OF <= 3 PA.WITH B. COORDINATE WORK OF DIVISION 23 WITH THAT OF OTHER SECTIONS. C O RESPECT TO MAIN BODY OF HOUSE. ALL DUCTS,JOINTS, CONNECTIONS, a. PROVIDE MINIMUM MERV 8 FILTER IN EACH DUCTED AIR CONDITIONING SYSTEM. 4 G 7-DAY PROGRAMMABLE THERMOSTAT W/ GUARD BOXES, BOOTS ETC SHALL BE SEALED WITH MASTIC. (REFER TO EPA'S'HVAC C. READ SPECIFICATIONS FOR REQUIREMENTS PERTAINING TO THESE DOCUMENTS. SYSTEM QUALITY INSTALLATION RATER CHECKLIST" DESIGN MANUAL FOR b. PROVIDE GASKET OR OTHER SEALING MECHANISM TO PREVENT20,0 -------- AAD AUTOMATIC AIR DAMPER MORE INFORMATION.) BYPASS/LEAKAGE. D. FITTINGS SHOWN ARE TO BE PROVIDED. NO SUBSTITUTES SHALL BE ALLOWED - --------- FD FIRE DAMPER WITHOUT PRIOR CONSENT FROM ARCHITECT/ENGINEER. --------- SD SMOKE DAMPER 3. DUCT INSULATION: 12. EFFICIENCY: w E. INSTALL DUCTWORK AND PIPING CONCEALED, UNLESS SPECIFIED OTHERWISE AND --------- FC FLEX CONNECTOR - DUCTWORK CLEAR OF CEILING INSERTS. ° ------ a. ALL DUCTWORK&FAN COILS/AIR HANDLERS SHALL BE INSTALLED WITHIN a. AIR-COOLED CONDENSING UNIT SHALL BE MINIMUM 15 SEER. UNIT SHALL BE ---ED 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 SINGLE LANE DOUBLE LINE DUCT TAKEOFFS 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. ° b. INSTALL INSULATION WITHOUT MISALIGNMENTS,COMPRESSIONS, GAPS OR ELECTRIC BACK-UP. UNIT SHALL BE ENERGY STAR QUALIFIED. G. VERIFY ALL EQUIPMENT CONNECTIONS WITH MANUFACTURER'S CERTIFIED project77 TRANSITION VOIDS, DRAWINGS. VERIFY AND PROVIDE DUCT TRANSITIONS TO FURNISHED �-- —� AROUND ALL CONNECTIONS AND EXPOSED DUCTWORK. SQUARE TO ROUND EQUIPMENT. FIELD VERIFY AND ALL DIMENSIONS BEFORE FABRICATION. �_� R-► RISE IN DUCT - IN c. DUCT BOOTS SHALL BE INSULATED. VINEYARD VIEW DIRECTION OF AIRFLOW DDROP IN DUCT - IN d. INSULATE DUCTWORK PER SPECIFICATIONS. H. ALL MATERIAL AND EQUIPMENT SHALL BE NEW. �— DIRECTION OF AIRFLOW 4. DUCT LFAKAGE: I. INSTALL ALL EQUIPMENT PER MANUFACTURER'S INSTRUCTION AND DN 2,�; 4x12-m UP DNzi 24x12 UP SUPPLY DUCT TURNING LOCAL, STATE, AND NATIONAL CODES. D UP OR DOWN a. DUCT LEAKAGE SHALL BE MEASURED AND DOCUMENTED BY A County Road 48 RESNET-APPROVED THIRD PARTY RATERJ. MECHANICAL CONTRACTOR SHALL PROVIDE ALL PENETRATIONS THROUGH Greenport, NY 11944 DNS- 24x12 , USING RESNET-APPROVED TESTING WALLS, FLOORS AND ROOFS NECESSARY FOR INSTALLATION OF MECHANICAL -OUP DN i 24x12 UP RETURN DUCT TURNING UP OR DOWN PROTOCOL,AFTER ALL COMPONENTS OF SYSTEM HAVE BEEN INSTALLED. SYSTEMS. DO NOT DRILL, CORE OR CUT ANY PORTION OF COLUMNS, BEAMS, seal LEAKAGE LIMITS SHALL BE ASSESSED ON A PER-SYSTEM BASIS. JOISTS OR BRIDGING RIBS. ()VF E N 6" BOOT 14x8 N TAP SUPPLY/RETURN I. TOTAL RATER-MEASURED DUCT LEAKAGE SHALL MEET ONE OF THE K. ARCHITECT TO PROVIDE CUSTOM COLOR SELECTION FOR WALL CAPS ROOF � TERMINATIONS & LOUVERS.RECTANGULAR MAIN FOLLOWING: JACKS, VENT TERM ��' N N�_ S) N N 14x8 RECTANGULAR BRANCH F L. PROVIDE INSULATED REFRIGERANT PIPING BETWEEN EACH FAN COIL UNIT & HEAT e n ' ,C ,t ` N 6" BOOT - ROUGH-IN: <= 4CFM25 PER 100SF OF CONDITIONED FLOOR PUMP UNIT. PIPING SHALL BE SIZED AND INSTALLED PER MANUFACTURER'S INSTRUCTIONS. CAULK & SEAL REFRIGERANT PIPE PENETRATION THRU EXTERIOR x 14" c TAP SUPPLY/RETURN EA' 1lu RECTANGULAR MAIN WALL, WEATHER-TIGHT. + x N ROUND BRANCH - FINAL: <= BCFM25 PER 100SF OF CONDITIONED FLOOR AREA. M. COORDINATE FINAL DUCTWORK ROUTING & FITTINGS WITH APPROVED TRUSS `o 0691A-' .DUCT LEAKAGE TO OUTDOORS SHALL BE <= 4CFM25 PER 100SF OF 14" � CONICAL DESIGN. MODIFY LAYOUT AS NECESSARY TO ROUTE DUCTWORK THRU TRUSS ao CONDITIONED FLOOR AREA. WEBS. TEE SUPPLY/RETURN 14" ROUND MAIN b. ALL DUCTWORK SHALL BE RIGID METAL DUCT. NO FLEXIBLE DUCTWORK WILL ROUND BRANCH BE ALLOWED. N. REFER TO MANUFACTURER'S INSTRUCTIONS FOR SIZING & INSTALLATION OF issued date description REFRIGERANT PIPING IN LONG LINE APPLICATIONS. 14" LATERAL PROVIDE MASTIC SEALANT ON ALL JOINTS, LONGITUDINAL & TRANSVERSE 1 03/14/19 Issued for Construction 00 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 " ROUND BRROUND BR N MASTIC. 0. & LABELED IN ACCORDANCE WITH UL 181A OR UL 1818. DUCTWORK SHALL BE 14ANCH d. SEAL DUCTWORK INSULATION TO BOOT WITH MASTIC TO PREVENT INSPECTED BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION OF ACCUMULATION OF CONDENSATION. INSULATION. SEALANT SHALL BE LOW VOC. 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 SPACE SEAMS,AND CONNECTIONS IN DUCTWORK. MASTIC SEALANT SHALL BE LISTED R. MAINTAIN A MINIMUM 36" CLEARANCE BETWEEN SUPPLY DIFFUSERS/ REGISTERS FINISHED FLOOR. DUCTWORK WITHIN g. PROVIDE MASTIC SEALANT ON ALL JOINTS, LONGITUDINAL&TRANSVERSE TRUSS 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 INSULATION. S. COORDINATE DUCTWORK ROUTING AND INSTALLATION WITH OTHER TRADES. 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. + 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: 1/8"= 1'-0" SPACE. E. INSTALL ALL DUCTWORK WITHIN THERMAL ENVELOPE OF BUILDING. project number: 10002 scaled inch F. ALL DUCTWORK BOOTS MUST BE SEALED TO THE DRYWALL OR FLOOR sheet number SHEATHING PENETRATION. BUILDING C + . 009 I DA 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 w .meengine nng.com BEATTY HARVEY COCO A R C H I T E C T S , L L P NEW YORK I MARYLAND Ai_ 1 300 Walt Whitman Road, New York, 11747 f A p:(631)300-1010 DUCTLESS SPLIT SYSTEM/HEAT PUMP AIR CONDITIONING UNIT SCHEDULE owner/developer OUTDOOR UNIT INDOOR UNITty Conifer Real COOLING CAPACITY HEATING LO 47F/43F ELECTRICAL DESIGN EQUIPMENT 1000 University Avenue Suite 500 SYSTEM NO. OF REMARKS Rochester, NY 14607 UNITS UNIT N0. LOCATION TMBH SMBH MBH COP HSPF SEER REFRIG INDOOR VOLTS PHASE MCA MOP UNIT N0. UNIT TYPE LOCATION CFM VOLTS PHASE MCA(A) INDOOR UNIT OUTDOOR UNIT 585.324-0500 SD-HP-1 SLIMDUCT MECH CLOSET 265 208 1 - FUJITSU MODEL ARU9RLF civil engineer DSS-1 CU-DSS-1 GRADE 18.0 - 22.0 3.79 10.3 21.5 410A 2 208 1 19.7 20 FUJITSU MODEL AOU18RLZFZH 1,2,3,4 DSS-HP-1 HIGH WALL LIVING ROOM 253 208 1 - FUJITSU MODEL ASU9RLF1 LKMA 437&405 SD-HP-2 SLIMDUCT MECH CLOSET 324 208 1 - FUJITSU MODEL ARU9RLF South Country RoadBrookhaven,NY 11719 DSS-2 CU-DSS-2 GRADE 18.0 - 22.0 3.79 10.3 21.5 410A 2 208 1 19.7 20 FUJITSU MODEL AOU24RLXFZH 1,2,3,4 631.286.8668 DSS-HP-1 HIGH WALL LIVING ROOM 253 208 1 - FUJITSU MODEL ASU9RLF1 m.e.p. &f.p. SD-HP-3 SLIMDUCT MECH CLOSET 353 208 1 - FUJITSU MODEL ARU9RLF M/E Engineering, P.E. B B 150 North Chestnut Street DSS-3 CU-DSS-3 GRADE 24.0 - 25.0 4.04 10.3 20 410A 3 208 1 25.1 30 DSS-HP-2 HIGH WALL LIVING ROOM 253 208 1 - FUJITSU MODEL ASU7RLF1 FUJITSU MODEL AOU24RLXFZH 1,2,3,4 -�- Rochester, NY 14604 DSS-HP-1 HIGH WALL LIVING ROOM 253 208 1 - FUJITSU MODEL ASU7RLF1 585.288.5590 REMARKS: structural engineer 1. PROVIDE WITH LOW AMBIENT KIT, AND WIND BAFFLE, HARD WIRE TSTAT KIT. TDM Consulting Engineering? 2. PROVIDE WITH AN INTERNAL CONDENSATE PUMP 550 North County Road,Suite 3. PROVIDE WITH LOW TEMPERATURE HEATING (-15 DEG F) Saint James, NY 11780631.686.5234 4. PROVIDE QUICK SLING 18" MINI SPLIT STAND (QSM1800). STAND SHALL BE PERMINITLY FIXED TO THE CONCRETE PAD PER HCR REQUIREMENTS key TRUE NORTH FAN SCHEDULE �c FAN CHARACTERISTICS MOTOR CHARACTERISTICS UNIT NO. LOCATION SERVICE BLADE S.P. FAN MANUFACTURER & M�DEL No. REMARKS TYPE CFM SONES DRIVE RPM HP (W) VOLTS HZ PHASE STARTER TYPE (In. WC) RPM � ■ EF-A1 TOILET APTS CLG FC 80 0.25 - 0.3 DIRECT (7.0) 120 60 1 INCLUDED PANASONIC WHISPERGREEN SELECT FV-0511VKSL2 1,3,4,5,7,8,9 EF-A2 TOILET APTS CLG FC 1 80 0.25 - 0.3 DIRECT (7.0) 1 120 607 1 INCLUDED PANASONIC WHISPERGREEN SELECT FV-0511VKSL2 12,3,4,5,7,,9 91 REMARKS: 1. TWO SPEED, CONTINUOUS OPERATION. SET LOW SPEED FOR 30 CFM. 2. TWO SPEED, CONTINUOUS OPERATION. SET LOW SPEED FOR 45 CFM. 3. INVERTER DUTY MOTOR project 4. ADJUSTABLE SPEED DRIVE 5. DAMPER 6. BACKOD AFD DAMPER VINEYARD VIEW 7. PROVIDE WITH FACTORY LED LIGHT KIT 8. PROVIDE WITH FACTORY RADIATION DAMPER ASSEMBLY D 9. PROVIDE WITH FACTORY GFCI PROTECTION FOR WET LOCATICN INSTALLATION D County Road 48 Greenport, NY 11944 seal ,OFN w ELECTRIC HEATER SCHEDULE - ELECTRIC � L. D44 �C HEATING ELEMENT C' UNIT NO. LOCATION TYPE CFM NOTES DESIGN EQUIPMENT KW VOLTS PHASE AMPS EWH-S VARIOUS SURFACE MOUNTED 100 1.8 120 1 15.0 1,2 QMARK AWH3180 EWH-R VARIOUS RECESED 100 1.8 120 1 15 1 QMARK AWH3180 n NOTES: JFoo697�3,P� 1. PROVIDE UNIT WITH FACTORY CONCEALED TAMPER RESISTANT THERMOSTAT. SET AT 50 DEG F. U�CS�10 2. PROVIDE UNIT WITH AWH-SM SURFACE MOUNTING FRAME. issued date description 1 03/14/19 Issued for Construction REGISTER AND GRILLE SCHEDULE TYPE APPLICATION MATERIAL FINISH DESIGN EQUIPMENT REMARKS I RS SUPPLY STEEL WHITE CONTINENTAL SERIES 32 1,2 RSA SUPPLY ALUMINUM WHITE CONTINENTAL SERIES 32A 1,2 RSF FLOOR SUPPLY STEEL WHITE CONTINENTAL SERIES 28 12 RR RETURN STEEL WHITE CONTINENTAL SERIES G35 FRG FILTER RETURN STEEL WHITE CONTINENTAL SERIES FG3 F-� TG TRANSFER STEEL WHITE LIMA MODEL 700 IF NOTES 1• PROVIDE WITH RADIATION DAMPER & BALANCING DAMPER. 2• PROVIDE WITH OPPOSED BLADE DAMPER. title SCHEDULES - HVAC THERMOSTAT SCHEDULE. BUILDING UNIT BUILDING 1 A3, C2 drawn by: BNS checked by: CEF scale: AS NOTED project number: 10002 scaled inch sheet number BUILDING C +5 +6 +- + 4 HO . 0 I ENGiNEERiNG 0 Mechanical/Electrical Engineering Consultants M/E Project#170412 Rochester I Buffalo I Syracuse I Schenectady 150 N'CHESTNUT ST. 585.288.5590 1't t!1B gel g L E A 9 i6' ROCHESTER NV 14604 www.meengin"ring.com 0 4 4 4BEATTY HARVEY COO 5 5 DRAWING NOTES. AR C H I T EC T S i NEW YORK I MARYLAND 4 O ELECTRIC METER BY DIV. 260000 SHOWN FOR COORDINATION ONLY. 1300 Walt Whitman Road, New or 11747 5 5 1 O ELECTRICAL TRANSFORMER BY DIV. 260000 SHOWN FOR COORDINATION ONLY. I p:(631)300-1010 BLDG. 1 (TYPE C) 6 O3 GAS METER BY DIV. 220000 SHOWN FOR COORDINATION ONLY. I owner/developer Conifer Realty FIN. FLR. EL. =23.25' 3 ® CONCRETE PAD BY SITE CIVIL CONTACTOR FOR COORDINATION ONLY. 1000 University Avenue Suite 500 Rochester, NY 14607 O5 HEAT PUMP CONDENSING UNITS SEE UNIT PLANS FOR CONNECTION DETAILS. 585.324-0500 © PROVIDE 5'-0" CLEARANCE BETWEEN GAS PRESSURE RELEF VALVE FROM ANY INGNITION SOURCE OR OPENING INTO THE BUILING. civil engineer LKMA S4 S3 437&405 South Country Road Brookhaven, NY 11719 2 631.286.8668 S m.e.p. &f.p. M/E Engineering, P.E. ❑ 2 g 150 North Chestnut Street ❑ p Rochester, NY 14604 El 585.288.5590 T o structural engineer 1 TDM Consulting Engineering g 550 North County Road,Suite S2 Saint James, NY 11780 S3 S4 631.686.5234 S2 4 4 key " BLDG. 2(TYPE B) TRUE 5I I I I I I I L NORTH C S1 FIN. FLR. EL. =23.25' 1 5 6 5 5 5 3 4 4 4 0 OO 3 6 1 4 o O 2 �O T 'O 4 project p o00 O 0 0 5 5 4 4 4 �S4 4 VINEYARD VIEW S1 00 0 5 6 D 0 1 5 5 5 3 + County Road 48 4 BLDG. 3 (TYPE B) BLDG.4(TYPE A) 5 Greenport, NY 11944 FIN. FLR. seal FIN. FLR. EL.= BLDG. 6 (TYPE D) EL. pF N 6v _ 5 23.25' 23.25 FIN. FLR. )' v N O EL. o S ,4e 23.25' s r s� S4, �{ r_ u t-0 S2 4 ❑❑❑❑ �S2 ® OO 5 Fo p69-70 4 3o- n�01[ '1p1\\. 0� 5 5 0 _ ® O 4 S2 S1 S2 3 6 1 4 issued date description 4 ❑❑❑❑ S2 1 03/14/19 Issued for Construction ❑ ❑ S2 6 34 ❑ ❑ 3 1 4 ❑ ❑ FIN. FLR. EL. =29.0' S2 2 S1 5 5 BLDG. 7 (TYPE D) T 4 SiFIN. FLR. 1 2 S p 0 23.25' 5 5 4 4 4 F 3 5 0 5 BLDG. 5 (TYPE A) FIN. FLR. EL. =25.15' O4 4 title 3 5 5 SITE PLAN - 6HVAC 1 0 4 4 ❑ T 0 2 S4 0 0 - drawn by: BNS checked by: CEF scale: 1/8"= 1'-0" project number: 10002 DrawingName scaled inch sheet number E.0,01 SCALE: V=30'.0" BUILDING C + - HO . 02 F-- + r., . ENGiNEERiNG PELICAN THERMOSTAT SCHEDULE- Mechanical/Electrical Engineering Consultants Q M/E Project#170412 M.1 BUILDING UNIT Rochester I Buffalo I Syracuse I Schenectady 150 N.CHESTNUT ST. 585.288.5590a,�j d•_L i4 14 11 4 41, ROCHESTER NY 14604 www.meengin"ring.com �J BUILDING 1 A3, C2 BEATTY HARVEY COCO A R C H I T E C T S , L L P NEW YORK I MARYLAND 1300 Wait Whitman Road, New York, 11747 Iq p:(631)300-1010 —�— owner/developer Conifer Realty 19 PELICAN ® 19 1000 University Avenue Suite 500 WIRELESS Rochester, NY 14607 17 REPEATER 19 585.324-0500 ® ® 19 ® ® 17 18 civil engineer 18 17 LKMA 17 437&405 8 South Country Road CU-DSS-1 --------- --------- CU-DSS-1 roo oven, NY 1171 0 x --- 12 8CU-DSS-1 21 631.286.8668 f. 21 - ------- --- -—-—-—- ----- m.e.p.& p. --- --- X - -- CU-DSS-2 21 M/E Engineering, P.E. CU-DSS-1 0 100 ---- ------------ -------- EWH-S 1� M ® ® ® n CU-DSS-1—P 150 North Chestnut Street �-6 0 Rochester, NY 14604 ------------------------- ----- ---- ---------- -- -- RS — 585.288.5590 12x8 15 110 CU-DSS-2 structural engineer 18 CU-DSS-1 g RR ---- ------------- ------- 9- 5 - ti 8 TDM Consulting Engineerin 550 North County Road,Suite ---------- 22x6 ------ ----- RR Saint James, NY 11780 - -------------------- 3 ----------------- -- -- --------3-- - - ------ ----- ---� C0 10 x o --------------- ---- -- - - --- --- ----$------------ ---------------- ------ ---------------- - --------- - --------- to - 811 p II O --- - --- - ----- ----- --- - -—-— 9 0 x RS U x 0 EWH-S --- - - -- ---------- ----------- ke T CU-DSS-3 - -------- - - --- -- - ----- - - -N - ---- 8 --- — 2 X8 100 - -- 1IRS 2 8--- -- ---- ----- --- ---- 1110 5 15 CU-DSS-3 y T 00 RUE FRG --_- ----- - -- �� ------ - --- ---- -_- ---- --- -------- — 100 -------- ----- —_ ---- --- ------ -- ---- --- NORTH _ 2Ox10 10 `\\ 10 (0 zo 00 22R6 ° 353 -- -- 16 -- -------_---- -----� — -- --- 0 --- -------- -------- ---------------- ----- ----------------- - - -- - - 8 --- 6- 41-------- 4 1 RSA RR 10 — --- — --- ------ --- -- 10x6 6" 22x6 — - -------------- --- 3 O Ei" 811 ------3�- ----- - R--- \ --- ---- --- - - _ — - — — - - --- ------------- ----- -- -- - - - ------ -- --- ---------{-- 22 --- 16------- - - 3-- — RR —5--------- - --- --- ---- 5 — -- ---- - - ■ _ _ 22x6 SA 0x6 5x10 SD-HP-3 �� 16 T N o O ---- - --- --- ------- o 23 -- - - -------- — -- -- - -- `------- --- - - --- -------- ----------- - ------------ RR --------- ---- ----- -- -- --------- - --- ---- RR { 11 `\ co \ 1 = a -- ---------- ---- - --- ------- --- 6 14 --- — SD-HP-1 ��- -N- -- -------- --- ----- ---- ----- - — ----- ��— 22x6 - --- ---- ---- - ------ --- — — — ----- - p ® 14x10 , V - 11 - -------- • x _9 16 22x6 - -- — 10x6 --6 -- \� 3 - - --- project -- ------ -- ------ --- ------- _ - a-- -- J 30 -_-_-_- _- _-_-_- -- --_-_- 10 12 6 14 - VINEYARD VIEW ------------ ---- ------------ - -- -------- -- --- ----- ---------- 20x10 RR ,� 9 --- --- ------- 4 265 1 1-- - ----- — — 22 11-- -- - ---- RSA -\`--- O D1 - - --- -- 811_ — -- ------- ---- ------------ - --- 10x6 - - --------- ----- ---- ---------- p 0 u g ------- - ---------- - --- - ------ x 3 11 24 ----- 6 14 --- ----- \\ -------- County Road 48 _ _---_---_—__ __ ___ 8 - — - -- - — O Greenport, NY 11944 O RS x • � P 12x8 7 - --------- - 711 O seal 100 13--- --- - - — ----------- - - ----------- --- - --- SD-HP-2- ------ o -- - - -- -RS ----- ---- ----- --- -- ------- 12x8 10x10 12x8 11 �\ �F N E�v� O - - --------- - -------- -- --- - — -- ------------- -125 -------- --- b — — — — — — _ — — — — — - -------------- ------ --------- --- ---- ---- — — — — — — _ — L— FRG 771 QQSD il, — --------------------------------- 20x10 1 1 ------------- -- ----- - ---- - ------- -- 5----- - ----- 324 --------------- - - - - --- 7 --------- 4 2 20x10 ---- - - - � �o 069.1�3 � �P -- - — -- ----- ------- -------------- ---- -------------- - T -- -------- --- 265 5 — --------- -- - ------- -T - - - -- — x - - - — -- -- — — -- - E T ----------------------_ -- - --- -- ----------- ----- ---------- - - - - ------- - - ---- -------------- -- - E issued date description —_—_—_—_—_ ___—_—___—_ —_—_—_—_—_—_—_—_— R _ _ _—_—_—_—_ _ 1 03/14/19 Issued for Construction ----- ---------- - - - — 12 8 11 5 T -- '�---- -------------------- - --- - --- -------- - ----------------------------- ------ DSS-HP-1 13 T 13 i THIS UNIT DOES NOT RECIEVE A -------------�---------- - ------------------------------------ - -----------------------------�- -- -- PELICAN WIRELESS THERMOSTAT i 13i i ----------------------------- — ----- ------------------ ----------------- - ----------------------------i--- — i DSS-HP-2 -------------------- ---- ---- - ---- ------------------------------------ - ----------------------- -T----- --- -- THIS UNIT DOE NOT hA EWH-R _WH-R RECIEVE A PELIC ------------------------- ---- - ------ ----- ------------------------------ - ------- -------------r'-------- -- - -- WIRELESS THERMO AT 11 DSS-HP-1 DSS-HP-1 ' ---------------------------------- - - ---------------]z I — _— --------------- --- - I� F ------------------------------------- - ------------------------------ --- - ------------------------------- - ---------------------------- - - - ---- --- THIS UNIT DOES NOT RECIEVE A THIS UNIT DOES NOT RECIEVE A -- PELICAN WIRELESS THERMOSTAT PELICAN WIRELESS- - THERMOSTAT L_ title EWH --- ----- — - - - ® - ------------ ------------ ---------- - --------- ----- -- WH-R BUILDING C - P ® --- ------ ---- --- --- -- --- ---- ------ ----------- ® ® FIRST FLOOR GENERAL NOTES: BUILDING "C" FIRST FLOOR PLAN -HVAC PLAN - HVAC A. CENTER REGISTERS ON THE WINDOW(S) WHERE SHOWN AT WINDOWS. SCALE: 714"=1'-0" B. ALL DUCTWORK THAT PENETRATES THE FIRE RATED LID SHALL HAVE A RADIATION DAMPER INSTALLED. 13 13 13 4 drawn by: BNS DRAWING NOTES: DRAWING NOTES: DRAWN G-N-0-T-E-S DRAWN NOTES: DRAWING NOTES: checked by: CEF O1 CODE REQUIRED HEAT PUMP CLEARANCE, KEEP AREA FREE FROM © EXHAUST FANS ARE TO HAVE A FACTORY RADIATION DAMPER. 11 PROVIDE 45 DEG. HEAL TAP AT EACH BRANCH DUCT. 17 CONDENSING UNITS TO BE MOUNTED ON QUICK SLING 18" MINI SPLIT © REPLACE THERMOSTAT WITH PELICAN WIRELESS OBSTRUCTIONS. STAND (QSM1800). STAND SHALL BE PERMANENTLY FIXED TO THE ON UNITS SPECIFIED ON THERMOSTAT SCHEDULE. scale: AS NOTED O PROVIDE 7" DUCT DOWN THROUGH THE FIRE RATED CEILING WITH A 12 BLADES OF THE RETURN GRILLE SHALL POINT TOWARD THE ADJACENT CONCRETE PAD PER HCR REQUIREMENTS. + PROVIDE A 20x10 RETURN AIR FILTER FOR ALL FILTER RETURN GRILLE. RADIATION DAMPER AND FIRE STOP THE PENETRATION. PROVIDE AN WALL. ® PELICAN WIRELESS REPEATER TO BE PLUGGED project number: 10002 FILTERS SHALL MATCH THE RETURN GRILLE SIZE. ACCESS DOOR IN THE SOFFIT. REFER TO DETAIL DRAWINGS FOR 18 PROVIDE TITAN GS30 (OR EQUIVALENT) EXTERIOR WALL INTO THE CONVINCE OUTLET IN WATER/ELEC FURTHER INFORMATION. 13 PROJECTED TRUSS LAYOUT. CODRDINATE WITH STRUCTURAL. PENETRATION. ROOM. scaled inch O TRANSFER GRILLE TO BE MOUNTED CENTERED ABOVE DOOR WHERE AVAILABLE. BLADES OF THE RETURN GRILLE SHALL POINT TOWARD THE ® COORDINATE THE EXACT LOCATION OF WALL CAPS WITH ARCHITECTURAL 14 PROVIDE EXHAUST FAN WITH WET LOCATION GFCI KIT. LOCATE FAN 19 CONCRETE PAD BY SITE CIVIL CONTRACTOR. SHOWN FOR �5 7" DUCT UP, FIRE SEAL FLOOR PENETRATION TO sheet number CEILING. ELEVATIONS. THE EXHAUST WALL CAPS MUST HAVE A MINIMUM 3'-0" CENTERED ON LONG DIMENSION OF THE TUB, CENTER FAN ON SHORT COORDINATION ONLY. FLOOR ABOVE. DUCT TO BE INSULATED WITH FIRE SEPARATION FROM ANY INTAKE OR OPERABLE WINDOW. COLOR SHALL DIMENSION OF TUB AS TRUSS LAYOUT ALLOWS. RATED INSULATION. ® FILTER RETURN TO BE MOUNTED 8" AFF. BLADES ON THE GRILLE SHALL BE SELECTED BY ARCHITECT. 20 CONTRACTORS SHALL ROUTE THE RL/RS PIPING TO INTERIOR UNITS BUILDING C POINT DOWN TOWARDS THE FLOOR. 15 EXHAUST DUCT UP TO ROOF J,4CK ON ROOF. SEAL PENETRATION PER MANUFACTURES RECOMMENDATIONS. �9 DUCTWORK LOCATED ABOVE LOWERED CEILING, NOT IN THE TRUSS WEATHER TIGHT. SEE DRAWINGS H-104 FOR FINAL LOCATION AND O COORDINATE THE HEIGHT OF THE THERMOSTATS WITH THE ADJACENT SPACE. ROUTING. 21 PROVIDE MINIMUM 24" CLEARANCE BETWEEN CONDENSING UNITS. LIGHT ITINE OF THE THERMOSTATS AND LIGHT SWITCHES SHALL BE THE SAME 10 CLOSET TO HAVE A LOWERED CEILING. COORDINATE WITH 16 INSIDE OF DUCT WORK TO BE PAINTED FLAT BLACK. © PROVIDE MINIMUM 12" BETWEEN CONDENSING UNITS AND EXTERIOR + + ARCHITECTURAL RCPS + + + +WALL + + I H H1 . 01 + ENGiNEERiNG PELICAN THERMOSTAT SCHEDULE Mechanical/Electrical Engineering Consultants ® CC M/E Project#170412 BUILDING UNIT Rochester I Buffalo I Syracuse I Schenectady 150 N.CHESTNUT ST. 585288.5590 �}d i 1 4 ROCHESTER NY 14604 www.meengineedng.com `'°� •i°' BUILDING 1 A3, C2 BEATTY HARVEY COCO ARC H I T E C T S , LLP NEW YORK I MARYLAND 1300 Walt Whitman Road, New York, 11747 i p 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 RSF0 12x$ M/E Engineering, P.E. B100Chestnut Street ----------------- X - - - -------------- Ig 150 NR orth the ter, NY 14604 RS 585.288.5590 12x8 16 structural engineer -------------------------------------- —_ TDM Consulting Engineering 550 North County Road,Suite 00 Saint James, NY 11780 ---------------------------------- - ----------------- --------------- --- 631.686.5234 RR 2226 ---------- ------- --------------------- ------ x ------------------- x x 5 TG -—-—-—-—-— 03-- —-—-T —- -—-— -—- -—- --- -—- -------- — --10--- —-—-—-— --------------- ----- -R� -- --- —-—-—-—-—-—-—-—-—-—-—- key RS 12x8 16 22X6 12x8 110 "' TRUE ---- ----- - — ---- ----- - - -------- -- -—-—-—-—-—-—-—-— ----- 110 —-—-—- ------------------- -- NORTH T _ 5 \\------ - - 22x6 � 12x8 100 �- — -- --- - ---- -- -- ----- ------- 100 -------- ----------------------- ----------------- ---------------- - - C EF-A1 RR 10x6 Og RR 611 -- \�-- -—- ----- ---- ------------ -- jTx ----------------------- ---------- 22x6 - ----- -- ------ - - - 6 5 3 � � - - ------------ - ---------- --- -- ----- M■ - --------- - — -- --�\--- -- - -- — 3 T 15 — - — — -5- T - - — - - - o O 14 A ---------- ----- ------ - - ---- --- -�- -—- -------- —-—-—-—-—- - ---------- ---�\--- - -�- ----- x6 EF-Al 10 30 6 13 - ---- --\ - - 9 C1415 00 \\`� N 8 o _ _ _ _ FiP-1 - --- - - -------- --- ------ - --------- - — -- ---- ----- --- - --- ----- A project 14x10 — --- ------- ------ - - - — -- ---- TG X 0 22x6 EF-A2 6 13 10x0-6- - 6 - -— \—- gza T �- 8 R6 11 14 j VINEYARD VIEW DSS-HP-2 i — -- ---7 14 4 2-0 1 - ------- -- -�- ---- -- -- _ --------�--- 14 - ----------- -- --- ----- - \t ;I I - RSA _ _ _ _ _ 0 5 ------------ ----2 - ----- ---- — -- - ---- ---90x1 - ------ - ---- — 10 -- - ---- -AlEF - ----- - FRG -—-—- --- I ------- O D Y x I �� \) 1 + Count Road 48 ------------ -- — - ----- - ---- - ---- ---- -- -- ------------- ------ - ---------- 2ox10 - - ---T------- O ;'I Green port, NY 11944 x 12 8 SD-HP-2 264 seal -- ------------- -- 125 - --- ------ ----------- - ------- -- - - -- - ------------ ---- ------ — ---�------- FRG ao SD-HP-1 '~ 10 OF N _ ti� - - ---- ------------ ----------- - -- 20x10 -------- - ------ - — -- ------ -------- - ---- _--- ��PN �. NAY 324 � F 7 14 I 5 2 4 14x10 '" \ ------------------ -------- --- ----------- ------------ ----- --- --- - - ------- ---- --------- ---- -- -- en t,°, r�,t, T 14 7 - RS n y.; l I U i cr_ 00 - -- — /,r --- -- 12x8 125 on �597�3 -------------------------- --- — - -------- ----- -108----- — - - - — -- ------------ ------- E EIr -------------------------- -------------- - --------- ------------------ - - - -------- - - --- ------- --- -—-—-—-—- issued date description �- 5 1 03/14/19 Issued for Construction ---------------------- ------------ - ----------- ------------------ - - - --------- - DSS-HP-1 5 T =—s _ -------------------- --- -- ------------------------------------ - ---------------------------J - - I ------------------ --------- ------ ------------------------------------ - -------------------------/----- ----- -- i ------------------------------------ - -------------------- -------- THIS UNIT DOES NOT RECIEVE A ITHIS UNIT DOES NOT RECIEVE A PELICAN WIRELESS THERMOSTAT DSS-HP-1 PELICAN WIRELESS THERMOSTAT ------------------------------------ - ---------------- - ------------------------------ -------I ------------- ----- -- j THIS UNIT DOES NO DSS-HP-1 RECIEVE A PELICAN FF11-- ---------------------------------- — - - --------------------- ----- -- WIRELESS THERMOSTAT ----------------- ---------------- -------------------- 1 ---- — - -- THIS UNIT DOES NOT RECIEVE A THIS UNIT DOES NOT RECIEV A PELICAN WIRELESS THERMOSTAT PELICAN WIRELESS THERMOSTA title ---- ---- --- --- - --- ---- ----------- SECOND FLOOR a IENERAL NOTES: PLAN - HVAC A. CENTER REGISTERS ON THE WINDOW(S) WHERE 1 BUILDING "C"SECOND FLOOR PLAN -HVAC SHOWN AT WINDOWS. B. ALL DUCTWORK THAT PENETRATES THE FIRE RATED LID H-1.02 SCALE: 114"=1'-0" G SHALL HAVE A RADIATION DAMPER INSTALLED. G -�- drawn by: BNS DRAWING NOTES: DRAWING NOTES: DRAWING NOTES: DRAWING`NOTES: checked by: CEF (D CODE REQUIRED HEAT PUMP CLEARANCE, KEEP AREA FREE FROM © EXHAUST FANS ARE TO HAVE A FACTORY RADIATION DAMPER. 11 BLADES OF THE RETURN GRILLE SHALL POINT TOWARD THE ADJACENT 16 7" DUCT UP, FIRE SEAL FLOOR PENETRATION TO FLOOR ABOVE. DUCT OBSTRUCTIONS. WALL. TO BE INSULATED WITH FIRE RATED INSULATION. scale: AS NOTED t�7 PROVIDE 7" DUCT DOWN THROUGH THE FIRE RATED CEILING WITH A (D PROVIDE A 20x10 RETURN AIR FILTER FOR ALL FILTER RETURN GRILLE. RADIATION DAMPER AND FIRE STOP THE PENETRATION. PROVIDE AN 12 PROJECTED TRUSS LAYOUT. COORDINATE WITH STRUCTURAL. project number: 10002 FILTERS SHALL MATCH THE RETURN GRILLE SIZE. ACCESS DOOR IN THE SOFFIT. REFER TO DETAIL DRAWINGS FOR FURTHER INFORMATION. 13 PROVIDE EXHAUST FAN WITH WET LOCATION GFCI KIT. LOCATE FAN scaled inch (D TRANSFER GRILLE TO BE MOUNTED CENTERED ABOVE DOOR WHERE CENTERED ON LONG DIMENSION OF THE TUB, CENTER FAN ON SHORT sheet number AVAILABLE. BLADES OF THE RETURN GRILLE SHALL POINT TOWARD THE ® DUCTWORK LOCATED ABOVE LOWERED CEILING, NOT IN THE TRUSS DIMENSION OF TUB AS TRUSS LAYOUT ALLOWS. CEILING. SPACE. 14 EXHAUST DUCT UP TO ROOF JACK ON ROOF. SEAL PENETRATION (D FILTER RETURN TO BE MOUNTED 8" AFF. BLADES ON THE GRILLE SHALL O CLOSET TO HAVE A LOWERED CEILING. COORDINATE WITH WEATHER TIGHT. SEE DRAWINGS H-104 FOR FINAL LOCATION AND BUILDING C POINT DOWN TOWARDS THE FLOOR. ARCHITECTURAL RCPS ROUTING. (D COORDINATE TCH SE THE HCENTERLINE 0 OF THE RMOETATSTHEWITH STATS ANDACENT 10 PROVIDE 45 DEG. HEAL TAP AT EACH BRANCH DUCT. 15 INSIDE OF DUCT WORK TC BE PAINTED FLAT BLACK. LIGHT SWITCHES SHALL BE THE SAME. H H 1 . 02 GENERAL NOTES: ENGNEERNGLj [ : U A. DUCTWORK SHOWN DASHED SHALL BE Mechanical/Electrical Engineering Consultants Q 10 ROUTED IN R00= TRUSSES. WE Project#170412 Rochester 1 Buffalo I Syracuse I Schenectady B. 150 N.CHESTNUT ST. 585.288.5590 ; r ,Io I ilia,t fy 4 F JACKS SI-ALL BE INSTALLED WITH ROCHESTER,NY 14604 w .meengine nng.com CENTER LINES ALIGNED AS SHOWN IN THE DRAWINGS. is BEATTY HARVEY COCO A R C H I T E C T S , L L P DRAWING NOTES: NEW YORK I MARYLAND 1300 Wait Whitman Road, New York, 11747 Iq A� 1 PROVIDE ROOF JACK EXHAUST OUTLET FOR p:(631)300-1010-� owner/developer BATHROOM EXHAUST. SEAL PENETRATION WEATHER TIGHT. REFER TO DETAIL 5, DRAWING H5.01 O2 PROVIDE ROOF JACK EXHAUST OUTLET FOR RANGE HOOD EXHAUST. SEAL PENETRATION WEATHER 1000 University Avenue Suite 500 TIGHT. REFER TO DETAIL 6, DRAWING H5.01. Rochester, NY 14607 585.324-0500 O DUCT DOWN TO TYPICAL UNITS. SEE PLANS FOR ROUTING. civil engineer LKMA 437&405 South Country Road Brookhaven,NY 11719 631.286.8668 m.e.p. &f.p. BM E Engineering, P.E. R 150 North Chestnu Street Rochester, NY 14604 585.288.5590 structural engineer TDM Consulting Engineerinq� 550 North County Road,Suite Saint James, NY 11780 631.686.5234 3 I I I 2 key b01 I I TRUE NORTH I 1 4C 3 1 2 i 1 1 2 1 1 3 I son ` 6' IrNy611 7) I I I I I I 3 3 I cO I zo I project k' VINEYARD VIEW Ile IFE / 3 \� 3 D �� County Road 48 3 Greenport, NY 11944 seal F N v X\ �. 2 - co _'N 0619 7 N" E I E issued date description 1 03/14/19 Issued for Construction F +F title BUILDING C - ROOF PLAN - H VAC drawn by: BNS checked by: CEF scale: AS NOTED project number: 10002 BUILDING "C" ROOF PLAN -HVAC scaled inch H-1.03 SCALE: 1/4"=1'-0" sheet number BUILDING C + +8 --9� • F ENGNEERNG EXTERIOR WALL OR PARAPET WALL SEAL Mechanical/Electrical Engineering Consultants PENETRATION OUTLET WITHELASTOMERIC I ] n Project#17 LINE-SET COMPRESSION SLEEVE TYPE Rochester IM/E Buffalo I Syracuse04I12 Schenectady TITAN GS30 (OR EQUIVALENT) FILTER DRIER 150 N.CHESTNUT ST. 585.288.5590f 88.5590 ROCHESTER,NY 14604 �.meengineenngxotn REFRIGERATION INSULATION ACCESS VALVE PROTECTIVE PVCDECK TYPICAL COVER BEATTY HARVEY COCO ELASTOMERIC LINE-SET ANCHOR TO DECK TYPICAL LIQUID LINE NEW YORK I MARYLAND COMPRESSION & ANTI- HEATPUMP RL 1300 Wait Whitman Road, New York, 11747 A VIBRATION SLEEVECONDENSING UNISTRUT CHANNEL—""K TOTAL DIMENSION VARIES UNIT RS iz A p:(631)300-1010 REFRIGERATION PIPING WITH QUANTITY OF PIPES owner/developer ANCHOR OVER INSULATION SUPPORTED INSULATION FOR HANGER RODS-- Conifer Realty REFRIGERANT /SEE ROOFTOP 1000 University Avenue Suite 500 REFRIGERATION SUCTION LINE INSULATION CONDENSING UNIT Rochester, NY 14607 PIPING INSULATED MOUNTING DETAIL 585.324-0500 UNISTRUT LABEL PIPING TO IDENTIFYAS HOT civil engineer GAS, LIQUID OR REMOTE SENSING REFRIGERANT SECURE REFRIGERANT BULB ON RS PIPING LKMA SUCTION LINESUCTION437&405 PIPING TO SUPPORTS WITH South Country Road STRUT MOUNTED CLAMP UNISTRUT CHANNEL Brookhaven,NY 11719 0 631.286.8668 RANT oREFRIGEINSULATION RS m.e.p. &f.p. B LIQUID (LINE (TYP.) I INDOOR L_J DSS UNIT WE Engineering, P.E. B 150 North Chestnut Street UNISTRUT CHANNEL RL Rochester, NY 14604 585.288.5590 INSULATION SHALL BE structural engineer BETWEEN CLAMP AND THERMAL SUCTION TRAP EXPANSION (VERIFY WITH TDM Consulting Engineering PIPING. 550 North County Road,Suite E VALVE (TXV) UNIT MANUFACTURER) Saint James, NY 11780 MECHANICAL CONNECTION FOAM 631.686.5234 SECURED WITH PIPE SECURE REFRIGERANT STAJNLESS STEEL CLAMP 4--�' .4 DETAIL NOTES: CADDY PIPING TO SUPPORTS WITH "CUSH-A-CLIP" BY "HYDRO-ZORB" OR EQUAL A. CONFIRM REFRIGERANT LINE LENGTHS WITH WALL FASTENERS (TYP.) MANUFACTURER FOR EACH SYSTEM. y SELF-TAPPING 3/8" HEN X HEAD. 1/4" DIAMERTER ALL I B. VERIFY THE REQUIREMENT FOR A SUCTION LINE TRUE MATERIAL ANCHOR SCRENSLIQUID LINE TRAP AT THE BASE OF THE REFRIGERANT NORTH C WITH ELASTOMERIC WASHERS. SUCTION (RS) LINE WITH THE MANUFACTURER. C. THIS DETAL IS INTENDED TO SHOW THE GENERAL 4C SUCTION LINE SYSTEM COMPONENTS. THE SYSTEM SHALL BE PIPED IN ACCORDANCE WITH THE MANUFACTURERS WALL SURFACE SEAL I RECOMMENDATIONS. ELASTOMERIC GASKET ■ 7) O C O project DX PIPING CONNECTIONS DETAIL VINEYARD VIEW REFRIGERANT PIPE PENETRATION DETAIL 2 PIPE SUPPORT CADDY AT GRADE 3 REFRIGERANT PIPE SUPPORT DETAIL 4 CONDENSING UNIT ABOVE EVAPORATOR COIL D N.T.S. SCALE: NONE SCALE: NONE SCALE NONE D County Road 48 Greenport, NY 1 ]944 seal V NEW UP TO GOOSENECK A 0 TERMINATION ON 1�1 OPEN WEB ROOF. SEE ROOF PLAN 0) ROOF JACK (BROAN MODEL TRUSS (TYP)-\ FOR LOCATIONS ) 1U 634 OR EQUAL). ALIGN ROOF/T MULTIPLE ROOF JACKS PER ROOF PLAN. ALL DUCTWORK IN COLD ATTIC OC,97N ............. TRUSS SPACE TO BE A)Iyof.- ES6 EXHAUST FAN INSULATED AS PER THE SPECIFICATIONS. E FACTORY CAULKp issued date descrition RADIATION SHOULD NOT E DAMPER EXTEND BEYOqD 3RD GRILLE FACE 1 03/14/19 Issued for Construction /< GYPSUM BOARD RATED FLOOR/CEILING FLOOR CAULK ENTIRE CEILING ASSEMBLY I I PERIMETER OF SLEEVE Y I1�1 \ BOTH SIDES. FACTOR ❑ OPERATE FAN/LIGHT SIMULTANEOUSLY SEAL TO WALL. GRILLE SEAL PER r- ARCHITECTURAL I PLANS RATED 7" EXHAUST FLOOR/CEILING OUT TO WALL ASSEMBLY NOTE: PROVIDE SHEETMETAL DUCTWORK. WALL CAP CAP AT L NO FLEXIBLE DUCTWORK PERMITTED. (BROAN 2ND OPEN WEB EXTERIOR WALL MODEL 647 FLOOR `�TRUSS (TYP) OR EQUAL) METAL DUCTWORK SLEEVE. INTERIOR EXIALIST FAN MOUNTED IN RATED ASSEMBLY - THIRD FLOOR 7110 PAINTED BLACK, SIGHT PROOF-- j (2) COATS. 6" EXHAUST OUT TRANSFER TO WALL CAP AT OPEN WEB 7110 GYPSUM BOARD 4 GRILLE EXTERIOR WALL TRUSS (TYP) CEILINGS 0 F F I T - Z WALL CAP (GROAN RETURN GRILLE MODEL 647 RADIATION _r_ j W/ BLADES FACING UP EXHAUST FAN OR EQUAL) DAMPER AT 0 7-1�_Il CEILING PLANE title FACTOR J1_ 1 !1 \> 8"x8" ACCESS 611 RADIATION DAMPER DOOR WITH 10"x10" DETAILS HVAC SHEETMETAL PLENUM. GYPSUM BOAR PLENUM LENGTH To GYPSUM BOARD FLOOR/CEILING BE AS REQUIRED KITCHEN— CEILING TO ALLOW FOR 7" RANGE HOOD ASSEMBLY EXHAUST DUCT TO BY G.C. [� OPERATE FAN/LIGHT PENETRATE CEILING FACTORY SIMULTANEOUSLY SEAL PER BETWEEN TRUSSES. GRILLE ARCHITECTURAL PLANS ACCESS DOOR IN SOFFIT NOTE: PROVIDE SHEETMETAL DUCTWORK. BY G.C. drawn by: BNS NO FLEXIBLE DUCTWORK PERMITTED. 1ST FLOORchecked by: CEF EXMJST FAN MOUNTED IN RATED ASSEMBLY - LOWER FLOORS FINISHED BOX-OUT AROUND PERIMETER OF scale: AS NOTED EXHAUST DUCT IN CABINET. SEE ARCHITECTURAL project number: 10002 PLANS. (HCR REQUIREMENT ONLY.) scaled inch sheet number BUILDING C TYPICAL EXHAUST FAN MOUNTING DETAILTYPICAL KITCHEN RANGE HOOD EXHAUST DETAIL BEDROOM TRANSFER DUCTWORK DETAIL 5.0 SCALE: NONE I 1 (9) SCALE: NONE I N.T.S. I I 4H 1 1 21 61 41 bl 61 +8 9 H5001 `4°x4 ENGiNEERiNG � � Mechanical/Electrical Engineering Consultants M/E Project#170412 Rochester I Buffalo I Syracuse I Schenectady REFRIGERATION REFRIGERATION iso N-CHESTNUTT . 1ST. 585.288.5590 ROCHESTER NY 14604 www.meengineering.com PIPING RS/RL PIPING RS/RL BEATTY HARVEY COCO PROVIDE A PVC SLEEVE ARCHITECTS , L L P WHERE THE REFRIGERANT EXTERIOR WALL PIPING PENETRATES THE OF BUILDING NEW YORK I MARYLAND A BUILDING WALL. 1300 Walt Whitman Road, New York, 11747 I A p:(631)300-1010 �— owner/developer QUIPMENT BAS Conifer Realty 1000 University Avenue Suite 500 6 Rochester, NY 14607 1„ 585.324-0500 QUICK SLING 18" MINI SPLIT STAND 1" 2 5 STAND TO BE PERMANENTLY civil engineer FIXED TO THE CONCRETE PAD s PER HCR REQUIREMENTS 3" ABOVE ;" ;" ;' ;' ;" ;' LKMA 1'-6" MIN PROVIDE A PVC SLEEVE GRADE GRADE WHERE THE REFRIGERANT °' e• e• ° • e• e• - e- e MIN. 437&405 °-y.�-_'—r-s_ __ems t.s.-- =�Y=' PIPING PENETRATES THE South Country Road NY 11719 BUILDING WALL. 3 4 " MIN. Brookhaven,631.22886..86688668 0 0 - 0 m.e.p. &f.p. B M/E Engineering, P.E. B 150 North Chestnut Street DETAIL NOTES: Rochester, NY 14604 ( ANCHOR BOLT, SIZE & LOCATION AS REQUIRED TO MATCH EQUIPMENT BASE. 585.288.5590 TYPICAL 0 PLASTIC SLEEVE & ANCHOR. structural engineer E5 HEAT PUMP Iu11N 1'-6" OUTDOOR UNIT O3 *3 REINFORCING BARS, 12" O.C. EACH WAY. TDM Consulting Engineenn _ MIN (2-4 CONNECTIONS) 550 North County Road,Suite ® *4 DOWEL, 12" O.C. Saint James, NY 11780 631.686.5234 O5 CHAMFER. 1'-611 CONCRETE PAD PER MIN © CONCRETE PAD 4,000 PSI CONCRETE, LENGTH & WIDTH, 6" GREATER THAN THE HCR REQUIRMENTS. EQUIPMENT BASE PLATE. SEE CONCRETE PAD DETAIL FOR MORE INFORMATION GENERAL NOTES TRUE key A REFER TO SITE PLAN FOR DETAILS ON CONCRETE SLAB. NORTH C B SITE CIVIL CONTRACTORS TO SUPPLY CONCRETE PAD, MECHANICAL CONTRACTORS TO SUPPLY ANCHOR BOLTS. 4C �o — Ron — 0 O 0 project VINEYARD VIEW 1 TYPICAL, CONDENSING UNIT LAYOUT - AT GRADE INSTALLATION 2 CONCRETE EQUIPMENT BASE DETAIL - FOR CONDENSING UNITS H5.02 SCALE: NONE H5.02 D SCALE NONE --��DD County Road 48 Greenport, NY 11944 seal F NEW /V4 -� OFES`��P oil issued date description 1 03/14/19 Issued for Construction title DETAILS - HVAC drawn by: BNS checked by: CEF scale: AS NOTED project number: 10002 scaled inch sheet number BUILDING C +2 +3 + +5 +6 9 F- ga ENGiNEERiNG - THE DASHED LINE REPRESENTS THE PELICAN EQUIPMENT QUANTITY WIRELESS MESH NETWORK BETWEEN THERMOSTAT (TS200H) 4 Mechanical/Electrical EngineeringConsultants THE 120 V (TYPICAL)WAY AND REPEATERS. TEMP AND ALARM SENSOR (TAI) Z M/E Project#170412 10K TEMP PROBES (PROBE T-3) 2 Rochester I Buffalo I Syracuse I Schenectady PELICAN WIRELESS WIRELESS GATEWAY REPEATER 150 N.CHESTNUT ST. 585.283.5590 i ll , ROCHESTER NY 14604 www.meengineering.com COMMUNITY BUILDING i IN WATER AINTENANCE ROO ,� ROOMS INTERNET SPARE PARTS TO BE TURNED OVER TO OWNER BEATTY HARVEY coco CONNECTION ��' \`� T H SLIM DUCT H5.03 SCALE: NONE A NEW YORK EI MARYLAND` P UNITS WITH PELICAN 1300 Walt Whitman Road, New York, 11747 ��:�_ .-'' �� i MONITORINGIq p: (631)300-1010 TO INDOOR UNIT -P owner/developer WIRELESS �, �> T H SLIM DUCT Conifer Realty REMOTE 1000 University Avenue Suite 500 REPEATER ,' CONTROLLER Rochester, NY 14607 � UNITS WITH PELICAN G IN NROOMSR G CABLE 585.324-0500 ; MONITORING HEATING W1 RED \ �\ G civil engineer W2 WHITE LKMA T H COOLING Y1 G BLACK 437 8.405 I , South Country Road TRUSS SPACE IN ALL UNITS WHERE Y2 Brookhaven, NY 11719 MONITOR PELICAN TSTATS ARE 631.286.1719 SPECIFIED. FAN - LOW SPEED H1 8668 i \ H2 FUJITSU THERMOSTAT CONVERTER m.e.p. &f.p. WIRELESS WE Engineering, P.E. \ _ REPEATER WIRELESS MESH NETWORK FA G3 (UTY-TTRX) B 150 North Chestnut treet B _ TO OTHER THERMOSTATS -- 24 VAC POWER R IN APARTMENTS -}- IN WATER TR Rochester,585.288 5590 ROOMS 24 VAC POWER TO TRANSFORMER COMMON C COMMON TO TRANSFOMER structural engineer TC TDM Consulting Engineerin 550 North County Road,Suite 1 Saint James, NY 1178 THERMOSTAT SYSTEM NETWORK DIAGRAM 631.686.5234 H5.03 SCALE: NONE TRANSFORMER (NOT PROVIDED) key THERMOSTAT TRUE (TEMPERATURE/HUMIDITY) NORTH PELICAN WIRELESS CMODEL TS200H 106 0000lao ° D C R Rc Y W G W2Y2 _ G PELICAN THERMOSTAT SCHEDULE EN O BUILDING UNIT 0 BUILDING 1 A3, C2 BUILDING 2 Al B4 SEE TYPICAL APARTMENT BUILDING 3 A2, B3 UNIT PLANS FOR LOCATION BUILDING 4 B1, C1 BUILDING 5 62 BUILDING 6 87, C3 project BUILDING 7 Bs, C4 VINEYARD VIEW INTERSTICIAL SPACE MONITORING PROBE INSULATION PELICAN WIRELESS MODEL T3 (TYPICAL) County Road 48 Greenport, NY 11944 seal 3 TYPICALSLIM DUCT THERMOSTAT WIRING DIAGRAM A '�F, �,- �� TRUSS SPACE �\ SCALE: NONE I ``O 069. N'3 DRAWING NOTES: ( INSTALL THE INTERSTICAL SPACE MONITORING PROBE DIRECTLY issued date description 2 TO THE WOOD TRUSSES. PROBE SHAL BE IN THE FREE AIR, NOT E UNDER INSULATION. PROBE SHALL BE MOUNTED NEAR THE SUPPLY DUCTWORK. 1 03/14/19 Issued for Construction TEMPERATURE AND O2 SEAL THE INSULATION AROUND THE CONTROL WIRES SERVING ALARM SENSOR THE DUCT TEMPERATURE SENSOR TO MAINTAIN THE VAPOR PELICAN WIRELESS BARRIER. + T LOCATED IN O3 THERMOSTAT TO BE LOCATED IN THE TRUSS SPACE DIRECTLY TRUSS SPACE ABOVE THE MECHANICAL CLOSET. DUCT + + o ® PROVIDE A 24VAC TRANSFORMER FED FROM A 120 V TEMPERATURE PROBE PELICAN WIRELESS + c MODEL UNSWITCHED SOURCE TO PROVIDE POWER TO THE PELICAN MODEL W SYSTEM COMPONENTS. + R TA- 1 4 O PROVIDE A 12x12 FIRE RATED ACCESS DOOR IN THE CEILING BELOW THE THERMOSTAT. COORDINATE THE EXACT LOCATION WITH THE TRUSS LAYOUT. FFII NEUTRAL 24 VAC LOCATION FOR PELICAN WIRELESS THERMOSTAT 3 MODEL TS200H IN TRUSS SPACE FOR ADDITIONAL title TEMPERATURE AND HUMIDITY MONITORING (ACCESSIBLE BUILDING C THERMOSTAT THRU FIRE RATED CEILING (TEMPERATURE/HUMIDITY) ACCESS DOOR). PELICAN WIRELESS PELICAN MODEL TS200H 3 - I� TEMPERATURE AND ALARM SENSOR �'" PELICAN WIRELESS MODEL TA1 (ACCESSIBLE THERMOSTAT E THRU FIRE RATED CEILING ACCESS DOOR). DETAILS D c R LOCATED IN TRUSS SPACE `----J drawn by: XXX checked by: XXX scale: AS NOTED project number: 10002 scaled inch sheet number BUILDING C 3 TYPICAL TRUSS SPACE THERMOSTAT WIRING DIAGRAM - ABOVE CEILING TRUSS SPACE MONITORING EQUIPMENT H H5.03 SCALE: NONE H H5 ,vO3 1 21 61 4 51 6171 81 9 ELECTRICAL SYMBOLS LIST . ENGiNEERiNG BASIC MATERIAL COMMUNICATIONS SYMBOLS ONE LINE DIAGRAM SYMBOLS CLOSED CIRCUIT TELEVISION nr) S AND METHODS Mechanical/Electrical Engineering Consultants M/E Project#170412 SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYNBOL DESCRIPTION Rochester I Buffalo I Syracuse I Schenectady 150 N.CHESTNUT ST. 585.288.5590 ✓`��I i ik a�k. i�3 ROCHESTER NY 14604 www.meengineenng.com HOME RUN TO PANELBOARD. LETTERS/ ONE (1) TELEPHONE OUTLET AND CABLE. NUMBERS INDICATE PANEL. NUMBERS ® "W" INDICATES MOUNTED AT 46" A.F.F. �— FUSED DISCONNECT SWITCH CAMERA (N0.1) INDICATE CIRCUITS. NUMBER OF ARROWS 180 - 180° CAMERA EQUALS NUMBER OF CIRCUITS. CIRCUIT 360 - 360° CAMERA GENERAL DESIGN CRITERIA: BEATTY HARVEY COCO LP-404 SHALL BE 20 AMP, 120 VOLT, 2-#12, 1-#12 TMDF TELEPHONE MAIN DISTRIBUTION FRAME �— NON-FUSED DISCONNECT SWITCH EG., IN 1/2 C, UNLESS NOTED OTHERWISE. ARCHITECTS , L L P BRANCH CIRCUIT WIRING SIZE AND NUMBER PTZ CAMERA WITH PAN/TILT/ZOOM A. THIS PROJECT SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH NEW YORK I MARYLAND TO MATCH HOMERUN. REFER TO SPEC'S TIDF TELEPHONE INTERMEDIATE DISTRIBUTION FRAME �_ THERMAL MAGNETIC MOLDED CASE THE FOLLOWING ENERGY CONSERVATION AND FUNDING PROGRAMS FOR RACEWAY TYPE. THE MOST STRINGENT CRITERIA SHALL APPLY. 1300 Walt Whitman Road, New York, 11747 CIRCUIT BREAKER Ip p: (631)300-1010 � per COMPUTER WORK STATION - FD DIGITAL VIDEO MANAGEMENT - ENERGY STAR V3.1 (REV 9) WITH CHECKLISTS. -r owner/developer L"� GANGED DEVICES TWO (2) COMPUTER DATA OUTLETS AND - HCR HANDBOOK (VERSION: 2018) CABLES. ONE (2) DUPLEX RECEPTACLES CURRENT TRANSFORMER - LEED V4 Conifer Realty CIRCUITED AS SHOWN ON DRAWINGS. ity Avenue Suite 500 1000 Univers MON MONITOR (N0.1) Rochester, NY 14607 ® SPECIAL PURPOSE RECEPTACLE. PROVIDE DATA DROP WITH POWER - 585.3214600 PROPER VOLTAGE, CLASS, CURRENT RATING ONE (1) COMPUTER DATA OUTLETS AND AND NEMA CONFIGURATION AS REQUIRED BY aD CABLES. ONE (1) DUPLEX RECEPTACLE 0 FUNCTIONSTRUMENT LETTER INDICATES LUMINAIRES BRANCH CIRCUIT AND/OR MATCH CAP ON CIRCUITED AS SHOWN ON DRAWINGS. GENERAL NOTES (APPLY TO ALL DRAWINGS): EQUIPMENT BEING FURNISHED BY OTHERS. civil engineer WH - WATTHOUR METER PROVIDE CORD AND CAP. SYMBOL DESCRIPTION A. ALL CONDUITS/CABLES SHALL BE INSTALLED AS HIGH AS POSSIBLE ABOVE FINISHED CEILINGS SUBSCRIPT INDICATES TYPE: VIDEOPHONE STATION - AND CONCEALED IN WALLS UNLESS OTHERWISE INDICATED. ALL CONDUITS/CABLES SHALL RUN LKMA ONE (1) COMPUTER DATA OUTLETS AND 437&405 PARALLEL AND PERPENDICULAR WITH BUILDING WALLS AND STRUCTURE. 91V CABLES. ONE (1) DUPLEX RECEPTACLE CEILING MOUNTED LUMINAIRE. UPPER CASE South Country Road D - DRYER RECEPTACLE, 30A, 125/250V CIRCUITED AS SHOWN ON DRAWINGS. 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 7 FA ❑ 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 14) 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. B CIRCUIT TO SINGLE POLE CIRCUIT BREAKER(S), (Q� LETTERS INDICATE FIXTURE TYPE ON /E North Chestnut Street �- UNLESS NOTED OTHERWISE. PROJECTION VIDEO UNIT - ONE (1) COMPUTER ATS - AUTOMATIC Fq�d 4 Q SCHEDULE, LOWER CASE LETTER INDICATES C. LOCATIONS INDICATED FOR LIGHTING FIXTURES ARE APPROXIMATE. LOCATE FIXTURES B DATA OUTLET AND CABLE, AUDIO/VIDEO MTS = MANUAL SWITCHING DESIGNATION. AS REQUIRED TO AVOID INTERFERENCE WITH BUILDING STEEL, PIPING, DUCTWORK, CONDUIT, 4 Rochester, NY 14604 —► SOLID FULL ARROW INDICATES 208 VOLT DISTRIBUTION CONTROL OUTLET WITH SVGA DIFFUSERS, GRILLES, SPEAKERS, SMOKE DETECTORS, ETC. FIELD COORDINATE EXACT 585.288.5590 , PROJECTOR BRACKET, LOCATIONS AS NEAR AS POSSIBLE TO THE LOCATION INDICATED. VERIFY COMPLIANCE CIRCUIT TO MULTI-POLE CIRCUIT BREAKER, PV CONNECTOR UNLESS NOTED OTHERWISE. PROJECTOR UNIT AND ONE (1) 20 AMPERE WITH NEC ARTICLE 410.16 FOR INSTALLATION OF LIGHT FIXTURES IN CLOTHES CLOSETS, LUMINAIRE CONNECTED TO NIGHT LIGHT PRIOR TO ROUGH-IN. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS. structural engineer OJ JUNCTION BOX SPECIFICATION GRADE DUPLEX RECEPTACLE. PANELBOARD NL SL CIRCUIT D. EXACT LOCATIONS OF CEILING MOUNTED SMOKE DETECTORS EXIT SIGNS ETC. TDM Consulting Engineering WIRELESS ACCESS POINT - SHALL BE COORDINATED WITH OTHER CEILING MOUNTED EQUIPMENT TO AVOID CONFLICT. 550 North County Road,Suite WAP ONE (1) COMPUTER DATA OUTLET AND CABLE I-----1 FLOURESCENT STRIP 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 J- GROUND CONNECTION REGISTERS, GRILLES, ETC. SMOKE DETECTORS AT SMOKE DOORS MUST BE INSTALLED FACILITATE THE RELOCATION OF THE WAP IN - POLE MOUNTED SITE LUMINAIRE WITHIN 5'-0" OF THE DOORS (REFER TO NEPA 72). TOGGLE SWITCH, VOLTAGE AS INDICATED THE FUTURE IF NECESSARY. 4 Sa,b,c ON FIXTURE SCHEDULE, SUBSCRIPTS POWER DISTRIBUTION WALL MOUNTED EMERGENCY LUMINAIRE E ECHAN CALALL NEW I ROOMS). PRO IDERCUITING SHALL EALLL CUTTING AND ED EPATCHING PT IN AS EQLER �R,ED.ECTRICAL AND INDICATE TYPE: AND CONTROL _ ..� E3WITH BATTERY PACK. key 2 •- TWO POLE SWITCH FIRE ALARM F. CONTRACTOR SHALL REVIEW ALL TRADES' CONTRACT DOCUMENTS TO DETERMINE SPECIFIC .. TRUE 3 THREE WAY SWITCH SYMBOL DESCRIPTION CEILING MOUNTED EXIT LUMINAIRE MOUNTING LOCATIONS FOR ELECTRICAL EQUIPMENT. COORDINATE EXACT MOUNTING LOCATIONS- FOUR WAY SWITCH ® ® WITH THE ARCHITECT AND OTHER CONTRACTORS. REFER TO ARCHITECTURAL PLANS FOR NORTH 4 4 - LOW VOLTAGE, MOMENTARY CONTACT SYMBOL DESCRIPTION _ G. CASEWORK LAYOUT, ELEVATIONS, ETC. COORDINATE WITH LOCATIONS OF ELECTRICAL DEVICES CF ® 208/120 VOLT PANELBOARD � � AND OUTLETS IC K KEY OPERATED , f WALL MOUNTED EXIT LUMINAIRE 4 PL - PILOT LIGHT 0MANUAL PULL STATION H. EXACT LOCATION OF MECHANICAL AND PLUMBING EQUIPMENT THAT REQUIRE ELECTRICAL WP - WEATHERPROOF MOTOR STARTER. REFER TO ELECTRIC CONNECTIONS ARE SHOWN ON THE MECHANICAL AND PLUMBING DRAWINGS. EP - EXPLOSION PROOF EQUIPMENT AND CONTROL SCHEDULE M - MOMENTARY CONTACT SWITCH ® FOR SIZE AND TYPE. NUMBER INDICATES BRANCH CIRCUITING IDENTIFICATION 1. EQO PIMENTCONDUIT/WIRING DUIT/W RI G CIRCU TING AS REQUIRED CONNECTIONS TO ALL DEVICES/ 01% T THERMAL MAGNETIC SWITCH SMOKE DETECTOR ITEM ON SCHEDULE. OP - OCCUPANCY SENSOR, PIR J. CIRCUITING TO DEVICES/EQUIPMENT SHALL BE 2 #12 WITH 1 #12 GROUND (MULTIPLE HOMERUNSno 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 QH 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,b,c - SWITCHING DESIGNATIONS NUMBER OF B a SWITCH LEG LETTERS TRADE DRAWINGS FOR COORDINATING LOCATIONS. project o SWITCHES EQUALS NO. OF GANGED DSD DUCT SMOKE DETECTOR FUSED DISCONNECT SWITCH AMP RATING AS INDICATED ON ELECTRIC EQUIPMENT AND L. PROVIDE ALL WORK IN ACCORDANCE WITH UTILITY REQUIREMENTS. O CONTROL SCHEDULE. NUMBER INDICATES D DIMMEMOUNTED(INCANDE ENT),INDICATE1 VOLT, YPE USH g SMOKE DETECTOR, BEAM TYPE TRANSMITTER ITEM ON SCHEDULE. FIXTURE TYPE M. PROVIDE OCCUPANCY SENSOR TYPES WITH COVERAGES THAT MATCH SPECIFIC ROOM VINEYARD VIEW COMBINATION FUSED DISCONNECT SWITCH AND --NUMBER INDICATES CIRCUIT D A - 600 WATT MAGNETIC STARTER AMP RATING AS INDICATED AC 1 N. PROVIDE INDIVIDUAL FRAME. BRANCH CIRCUITING FROM EACH CATV OUTLET TO CATV B 1000 WATT � MAIN DIS ON ELECTRIC EQUIPMENT AND CONTROL D 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. E - 800 WATT - MAGNETIC LOW VOLTAGE Greenport, NY 11944 RTS REMOTE DUCT SMOKE DETECTOR TEST STATION EQUIPMENT CONNECTION. REFER TO ELECTRIC P. DATA SYSTEMS: PROVIDE CABLING CALLED FOR FROM TMDF TO EACH DATA OUTLET seal ® FLUORESCENT DIMMER SWITCH, 120 VOLT, EQUIPMENT AND CONTROL SCHEDULE FOR NUMBER INDICATES CIRCUIT�� AND TERMINATE WITH PROPER CONNECTORS. - D FLUSH MOUNTED SUBSCRIPTS INDICATE TYPE: SIZE. NUMBER INDICATES ITEM ON SCHEDULE. 3 pF E a,b,c —�� Q. RISER DIAGRAMS ARE DIAGRAMMATIC ONLY; WIRE AND DEVICE QUANTITIES, SIZES, TYPES `F, D 3 -• THREE WAY DIMMER SWITCH [D4 ALARM SIGNAL, AUDIBLE AND VISUAL Pi SHALL BE AS CALLED FOR IN CONTRACT DOCUMENTS. iV a,b,c - SWITCHING DESIGNATIONS NUMBER OF ® CONTACTOR LETTERS EQUALS NO. OF GANGEDPANEL R. SLEEVE AND SEAL ALL WALL AND FLOOR PENETRATIONS. PROVIDE APPROPRIATE FIRE STOPPING ( � SWITCHES VISUAL SIGNAL DEVICE NOTE: DESIGNATION FOR ALL FIRE RATED PENETRATIONS. lij 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 EQUIPMENT I OTHER TRADES. Z�F r 0697 �G SUBSCRIPTS INDICATE TYPE: 3 4 D H7I MAGNETIC DOOR HOLDER T. MAINTAIN SERVICE CLEARANCES OF ALL EQUIPMENT. ADVISE OTHER TRADES OF SERVICE �Rp�ESstioeaP� AC - ABOVE COUNTER ACCESS CONTROL CLEARANCES AND ENSURE NO SERVICES OR TRADES RUN THROUGH SERVICE AREA. IG - ISOLATED GROUND RESCUE ASSISTANCE U. BATHROOM EXHAUST FANS SHALL BE ENERGY STAR LABELED. UC - UNDER THE COUNTER SH SMOKE HATCH Ek WP - WEATHER PROOF SYMBOL DESCRIPTION issued 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. FR 4,RAM RESCUE ASSISTANCE MASTER STATION n X. ALL OCCUPANCY SENSORS SHALL BE PROVIDED WITH AUXILLARY CONTACT FOR USE BY l� DUPLEX RPTACLE, GROUND FAULT CIRCUIT FACP FIRE ALARM CONTROL PANEL MECHANICAL CONTRACTOR. SCP ACCESS SYSTEM CONTROL PANEL RAS RESCUE ASSISTANCE REMOTE STATION Y. REFER TO STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL BRACED WALL PANELS (SHEAR WALLS). FAAP FIRE ALARM ANNUNCIATION PANEL COORDINATE WITH STRUCTURAL ENGINEER FOR PENETRATION REQUIREMENTS IN THE PANELS. QUAD RECEPTACLE 20 AMP, 125 VOLT DRPS DOOR RELEASE, POWER SUPPLY �@ I ® 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 96"DEVICE LENS AND MAXIMUM OF AFF TO TOP OF DEVICE LENS WARNING & SIGNAL FII DEVICES, AS INDICATED. ACM O ADDRESSABLE CONTROL MODULE FIXTURE/SIGNS CENTERED F Q PUSH BUTTON ❑K KEYPAD FINISHED CEILING ABOVE DOOR sD SMOKE DAMPER HORN/LIGHT- _W ® EXIT RE REQUEST TO EXIT SENSOR title ❑ TELEVISION OUTLET TS TAMPER SWITCH PC PHOTOELECTRIC CONTROL PR PROXIMITY READER AND BACKBOX PULL STATION3 FROM EDGE GENERAL NOTES WF (PADDLE SPRINKLE OR PRESSURE SWITCH TYPE)R WATERFLOW SWITCH WITHIN 5' OF OF BASE MAX. TC AND SYMBOLS - DIGITAL TIME CLOCK LIGHT DOOR LATCH SINGLE STATION SMOKE DETECTOR - SELECTIVE ENTRY (INTERCOM) SYSTEM SWITCH OPERABLE ROS CEILING MOUNTED OCCUPANCY SENSOR VEISS SUBSCRIPT 'V' INDICATES VISUAL ALARM WALL PHONES PART OF 1'-6" ABOVE ELECTRICAL STROBE SYMBOL DESCRIPTION � COUNTER MAX. SINGLE STATION CARBON MONOXIDE DETECTOR46" RECEPTACLE DEVICE DE EMERGENCY SHUTDOWN PUSH BUTTON V®SS SUBSCRIPT 'V' INDICATES AMBER VISUAL ALARM s O CEILING MOUNTED SPEAKER TEL/COMM STROBE o 4P-00' 4 -0" C t+ REFERENCE TO DRAWING NOTE CARBON MONOXIDE DETECTOR® WALL MOUNTED SPEAKER drawn by: DPK FINISHED FLOOR 1 6" N1 If If checked by: ERB REFERENCE TO DEMOLITION NOTE ICM1 INTERCOM (DOOR ENTRY) MASTER STATION scale: 1/8"= V-O" CARBON DIOXIDE VISUAL ALARM SIGNALVISUAL. (NO.1) PROVIDE PLAIN WHITE DEVICE WITH SIGN DETAIL NOTES: project number: 10002 HH HAND HOLE uv STATING "CO ALARM" MOUNTED ON WALL g DOORBELL ❑ BELOW THE DEVICE. 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 BUILDING C OTHERWISE ON THE DRAWINGS OR SPECIFICATIONS H+ +1 + 31 + + + + + EO . 00 9 ENGI NEERiNG 1`.....' Mechanical Electrical EngineeringConsultants M/E Project#170412 C2 Rochester I Buffalo I Syracuse I Schenectady 150 N.CHESTNUT ST. 585.288.5590 ROCHESTER NY 14604 www.meengineenng.com JE T, �F ger 6a HH GENERAL NOTES: DRAWING NOTES: AEATTY R C HIT ERVEY C T S COiO NEW YORK � MARYLAND A. COORDINATE ALL UTILITY WORK WITH LOCAL UTILITIES. O1 PROVIDE SECONDARY SERVICE FROM UTILITY TRANSFORMER TO BUILDING. COORDINATE WITH UTILITY. REFER TO ONE LINE 1300 Walt Whitman Road, New York, 11747 At_ C:3 C:3B. ALL CONDUITS INSTALLED UNDER ROADS OR PARKING AREAS SHALL DIAGRAMS FOR FEEDER SIZES. �A p:(631)300-1010 Q BE CONCRETE ENCASED (DUCTBANK). owner/developer O2 PROVIDE ELECTRIC METERS AT THIS LOCATON. COORDINATE EXACT C. PROVIDE CONNNECTION OF ALL SITE LIGHTING. SITE LIGHTING LOCATIONS WITH ALL OTHER TRADES AND G.C. Conifer Realty BLDG. 1 PROVIDED BY OTHERS AND CONNECTED BY E.C. PROVIDE 1000 University Avenue Suite 500 (TYPE C) ( HP 2 CONTROL OF SITE LIGHTING THROUGH CONTACTOR AND O3 PROVIDE CIRCUIT AND CONNECTION OF SITE LIGHTING PROVIDED BY Rochester, NY 14607 20A-2P PHOTOCELL AT BUILDING. PROVIDE 2-*8, 1-*10EG IN 1-1/2"C FOR OTHERS. 585.324-0500 ALL SITE LIGHTING, UNLESS NOTED OTHERWISE. ® PROVIDE CONDUIT FOR UTILITY PRIMARY SERVICE. COORDINATE H D. REFER TO CIVIL DRAWINGS FOR COORDINATING ALL ROUTING WITH UTILITY PRIOR TO CONSTRUCTION. ROUTE CONDUITS TO civil engineer y ° AND LOCATIONS. UTILITY POLE AND PROVIDE RISER AT POLE. LKMA E. PROVIDE PRIMARY AND SECONDARY ELECTRICAL SERVICE O EXTEND CONDUITS INTO BUILDING ELECTRIC/MECHANICAL ROOM. 437&405 1 AS REQUIRED BY THE UTILITY. COORDINATE ALL REQUIREMENTS REFER TO BUILDING FLOOR PLANS. South Country Road WITH UTILITY PRIOR TO CONSTRUCTION. COORDINATE WITH Brookhaven,NY 11719 UTILITY FOR TRANSFORMER LOCATIONS. © TRANSFORMER PROVIDED BY UTILITY. PROVIDE PAD/VAULT AND 631.286.8668 �,. F. PROVIDE TWO (2) 2" SCHEDULE 40 PVC DIRECT BURIED CONDUITS PROTECTIVE BOLLARDS PER UTILITY REQUIREMENTS. m.e.p. &f.p. FOR EACH BUILDING FROM UTILITY PEDESTAL TO INSIDE BUILDING �7 PROVIDE TWO (2) 2" SCHEDULE 40 PVC DIRECT BURIED CONDUIT LANDBANKED ELECTRIC ROOM. COORDINATE LOCATION OF PEDESTALS WITH UTILITY FOR FIRE ALARM SYSTEM AND INTERCOMMUNICATING WIRING. M/E Engineering, P.E. PARKING PRIOR TO BID. COORDINATE STUB UP LOCATIONS IN ELECTRIC ROOMS CONDUIT TO STUB INTO BUILDING ELECTRICAL ROOM. B 150 North Chestnut Street WITH ALL OTHER TRADES. 4 Rochester, NY 14604 ® PROVIDE ELECTRIC FEEDER AND CONNECTION TO PUMP HOUSE. 585.288.5590 G. PROVIDE TWO (2) 2"C FOR FIRE ALARM NETWORK WIRING AND REFER TO ONE LINE DIAGRAM FOR MORE INFORMATION. COORDINATE 4 6 INTERCOMMUNICATIONS BETWEEN THE BUILDINGS. COORDINATE WITH REQUIREMENTS WITH FIRE PUMP HOUSE SUPPLIER structural engineer OWNER AND UTILITIES FOR EXACT REQUIREMENTS. PRIOR TO ROUGH-IN. TDM Consulting OEngineeringg g PROVIDE TWO (2) 2"C TO FIRE PUMP HOUSE FOR FIRE ALARM 550 North County Road,Suite CIRCUITS AND COMMUNICATION. PROVIDE FIRE ALARM CONNECTIONS Saint James,NY 11780 TO COMMUNITY BUILDING FIRE ALARM PANEL AS CALLED FOR BY 631.686.5234 ri THE FIRE PUMP SUPPLIER. PROVIDE MINIMUM OF (1) CAT 6 COMMUNICATION CABLE FROM PUMP HOUSE TO COMMUNITY BUILDING TEL/DATA BOARD. 10 PROVIDE POWER FOR PUMP STATION. PROVIDE WEATHERPROOF PANEL 'PST AS SCHEDULED AND CALLED FOR ON THE ONE LINE key DIAGRAM. PROVIDE MOUNTING AT LOCATION AS DETERMINED IN BLDG. 2 FIELD WITH PUMP STATION SUPPLIER UTILIZING STAINLESS STEEL TRUE (TYPE B) ( HPCHANNEL AND FASTENERS. PROVIDE CIRCUITING AND CONNECTION NORTH 20A-2P OF SEVEN (7) LIGHT FIXTURES PROVIDED WITH PUMP STATION. 5 PROVIDE (2) WEATHERPROOF GFI RECEPTACLES AND LOCATE AS 2 DIRECTED BY PUMP STATION SUPPLIER AND CIRCUITING. PROVIDE ALL INTERCONNECTING WIRING FOR GENERATOR, TRANSFER SWITCH AND CONTROLS AS CALLED FOR BY THE PUMP STATION SUPPLIER. ,� '•� COORDINATE REQUIREMENTS PRIOR TO BID. HH �■ a Oo 90 1 4 6 20A P � 0 y, LG project 1b \ 1 \ 00 o� C3 2 VINEYARD VIEW o 6110 000001 H cc D+ • 2 ti0 BLDG. 3 3 County Road 48 HP • (TYPE B) HP 5 3 20A-2P Greenport, NY 11944 20A-2PBLDG.4 seal VILLAGE 5 (TYPE A) SQUARE H 7 5 OF N E1N yC UHP BLDG. 6 20A-2P 0 eltj (TYPE D) 3 HP r { O20A-2P OHP Pu_z 20A-2P c� SFO 69743 � 2 f��ESS10�1P� 7 - FIRE PUMP HOUSEO 1 1 E issued date description 8 1 03/14/19 Issued for Construction 20A-2P � P 7 PC2- HNDBA 20A-2P HH 9 A-2P PARKI 5 C2-36,38 A-2P COMMUNITY2 3 7 CENTER& , 4 6 2 LEASING_ 5 OFFICE 7 � F 7 ®0 j HH HH _— H 5 ® i 7 20A-2P BLDG. 7 PC2-32,34 (TYPE D) ti sy ° i BLDG. 5 HP 1a 0 0 0 (TYPE A) 20A-2_ 7 ® � title 2 5 MSP_, SITE PLANC3 0=k - 3 HP ELECTRICAL 20A-2P WP (RPZ)GFI ' 10 P S 1 PUMP STATION: PS1 - drawn by: DPK checked by: ERB scale: project number: 10002 Drawing Name scaled inch sheet number SCALE: 1"=30'-0" BUILDING C +1 +2 + +4 +5 +6 + GENERAL NOTES: A. UNLESS OTHERWISE NOTED, PROVIDED 2+12,1-12G, NM CABLE AND F. PROVIDE INSTALLATION OF LOAD CENTERS 'LC' SO THAT ALL M. SINGLE STATION SMCKE DETECTORS IN RESIDENT UNITS SHALL BE N. C. PROVIDE AND INSTALL BUILDING FIRE ALARM SYSTEM € ENGiNEERNG m CONNECT ALL ELECTRICAL EQUIPMENT IN APARTMENTS (EXCEPT COMPONENTS ARE AT 48" AFF MAX. INSTALLED TO MEET THE FOLLOWING REQUIREMENTS; VISUAL SIGNALING DEVICES IN ALL HVI UNIT LIVING ROOM 9 Q RANGE AND EXTERIOR HEAT PUMP CONDENSER) TO 20A-lP CIRCUIT A. INSTALL A MINIMUM OF 36" FROM A BATHROOM BATHROOMS AND BEDROOMS. Mechanical/Electrical Engineering Consultants M/E Project#170412 BREAKER IN THE ELECTRICAL PANEL LC LOCATED IN THAT G. ALL LIGHTING AND RECEPTACLES CONNECTED TO APARTMENT LOAD CONTAINING A SHOWER OR TUB. APARTMENT, CIRCUIT NUMBER AS INDICATED. PROVIDE ALL WIRING AS CENTERS SHALL BE CONNECTED TO COMBINATION TYPE ARC FAULT B. INSTALL A MINIMUM OF 36" FROM HVAC SUPPLY REGISTERS. D. ALL HVI PLUG IN ITEMS SHALL BE TURNED OVER TO THE Rochester I Buffalo I Syracuse I Schenectady REQUIRED SO THAT LIGHT FIXTURES ARE CONTROLLED BY BREAKERS, EXCEPT FOR RECEPTACLES LOCATED IN BATHROOMS. C. INSTALL A MINIMUM OF 36" FROM THE TIP OF A CEILING OWNER AT THE END' OF THE PROJECT. SEE ARCHITECTURAL 150 N.CHESTNUT ST. 585.288.5590 Alat SWITCHES AS INDICATED. SUSPENDED PADDLE FAN. DRAWINGS FOR HVI UNITS. ROCHESTER NY 14604 w .meengineering.com H. ALL RECEPTACLES MARKED "WP" SHALL BE LISTED WEATHER D. REFER TO NFPA FOR ALL INSTALLATION REQUIREMENTS, B. PROVIDE 2*8, 1+10G, NM CABLE AND CONNECT RANGE RECEPTACLES RESISTANT TYPE RECEPTACLES IN A WEATHERPROOF ENCLOSURE. NOT ALL REQUIREMENTS ARE LISTED HERE. E. PROVIDE HARDWIRED DOOR SIGNALER WITH STROBE FOR IN APARTMENTS TO 40A-2P CIRCUIT BREAKER, CIRCUIT LC-4,6. HVI UNITS IN LIVING ROOM AND BEDROOMS. PROVIDE I. UNDER SLAB RADON MITIGATION SYSTEMS ARE BEING INSTALLED IN N. PROVIDE THE FOLLOWING IN ALL HVI UNITS HARDWIRED PUSH-BUTTON. PROVIDE TRANSFORMER AT BEATTY HARVEY COCO C. CONNECT EXTERIOR CONDENSING UNIT FOR EACH APARTMENT TO THESE BUILDINGS. ALL ELECTRICAL RELATED PENETRATIONS OF THE 7'-0" A.F.F. FOR CHIME/STROBE AND INSTALL AT 7'-0" A.F.F., A R C H I T E C T S , L L P THE ASSOCIATED APARTMENT'S LOAD CENTER 'LC', CIRCUITS 13,15 SLAB ON GRADE MUST BE SEALED TO THE SLAB USING A. IN HVI UNITS PRDVIDE A HARC SA-101 SONIC RECEIVER CONNECT TRANSFORMER TO LOCAL RECEPTACLE CIRCUIT. NEW YORK I MARYLAND AS INDICATED. REFER TO EQUIPMENT SCHEDULE FOR CIRCUIT POLYURETHANE CAULK, VULKEM 116 OR SIMILAR, TO COMPLY WITH IN THE MASTER BEDROOM. THE RECEIVER SHALL PLUG BREAKER AND WIRING SIZES. THE REQUIREMENTS OF THIS INSTALLATION. INTO A 120V RECEPTACLE AND ACCEPT THE PLUG 0. REFER TO ARCHITECTURAL DRAWINGS FOR LIGHTING FIXTURE 1300 Walt Whitman Road, New York, 11747 FROM A SC-VIB-PJ BED SHAKER. LOCATIONS. A p:(631)300-1010 D. ALL RECEPTACLES SHALL BE LISTED AS TAMPER RESISTANT J. MOUNT ALL RECEPTACLES IN BATHROOMS 44" AFF. RECEPTACLES, INCLUDING EXTERIOR RECEPTACLES THAT ARE B. IN HVI UNITS PRDVIDE GENTEX 7109CS SMOKE DETECTORS P. COORDINATE EXTERIOR CONDENSING UNIT LOCATIONS WITH owner/developer CIRCUITED TO RESIDENT LOAD CENTERS. K. MOUNT ALL REFRIGERATOR OUTLETS IN KITCHENS 4' AFF. WITH VISUAL SIGNAL. SMOKE DETECTORS SHALL BE MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN. Conifer Realty HARDWIRED AND INTERCONNECTED. WITH ALL OTHER 1000 University Avenue Suite 500 E. SMOKE DETECTORS SHALL BE INTERCONNECTED SUCH THAT WHEN L. ONE RECEPTACLE IN LIVING ROOM AREA SHALL BE A DUPLEX NOTIFICATION DEVICES IN THE UNIT. ADJACENT TO THE Rochester, NY 14607 ONE DETECTOR GOES INTO ALARM IT ACTIVATES ALL DETECTORS RECEPTACLE WITH INTEGRAL USB OUTLETS. COORDINATE HALLWAY SMOKE DETECTOR INSTALL A HARC SC-0O2 585.324-0500 WITHIN THE DWELLING UNIT. RECEPTACLE LOCATION WITH OWNER. CARBON MONOXIDE DETECTOR WITH TRANSMITTER. THE ® ® DETECTOR SHALL BE HARDWIRED. civil engineer HP-3 HP-4 LKMA 437&405 HP-1 South Country Road EWH Brookhaven, NY 11719 M D/b M2-010, * CU-DSS-1 631.286.8668 CU-DSS-1 WP 1- 10EG /� 8 $ GFI 10 4v7 m.e.p. &f.p. $ b p CU-DSS-2 � B cu-D - WE Engineering, P.E. N� g g HP-C ' ® ® `VJ ® 150 North Chestnut Street 4811—, E S I HP-2 7 � GFI � PC � Rochester, NY 14604 CU-DSS-1 585.288.5590 CU-DSS-1 M B/a 8 3 2 010 L B/ N 5# F?, M 6 M CU- SS-1 HP-12 -10 I structural engineer 310 ------ U-DSS-2 D/b TDM Consulting Engineerin 10 CU DSS 2 yyp yyp WP D/b 550 North County Road,Suite CATV/TMDF 8 GFI 10 GFI 1 8 GFI 10 Saint James, NY 11780 8 BOARD M S B b b CU-DSS-3 631.686.5234 CO❑ S 16 16 $ 8 2 EWH-S CU-DSS-3 1 8 SS S O 10 M O � 1 8 8 48" E 12 7 11 7 8 I 10 J 1V 8 GFI 0 key rI m DWH-1 S E M C B/a B/a B/a N TRUE 11 14 010 NORTH C die FI 010 Tv 010 (( B O1 10 11 O1/e B/a 16 WP 1 010 B/b WP T GFI 3 EF-A1 0 11 G8I OB/a � 48�� 16 SS❑S J 1 SSS O 10 1 6 GFI c 9 M J 1 9 11 GFI L ) 8 0 a 16 $ 8 1 LC1 ( "" 11 48" 14 J a Oo 09/a SD 'p-3-/ /Y C/a O M EF-A1Cr GFI M O $ J ° O 0io c E DWH-1 11 "' ro SS❑S CO 9 • ICU co J C m C/e 10 8 GFI / 9 O10e ° AC co O C/e 11 GF 9 U2 10 11 48" 010 � � MSD-HP-1 G8'' 11 O10 B/a B/a project GI F 11 GFI DSS C/a CO ab c,d B EF-A1 1 09 010 VINEYARD VIEW AC 1 B 010 2 AC 1 3 ❑ 0 3 GF 4 11 10 D c EF-A1 48" GFI SSS coa C GFI c �- GF COCr 1 FI LB/a J GFI 11,9481 D AC C/e 09 1 11 -� A/c A/c 10 O10 M a 11 7 M 14 i------ County Road 48 C/e 11 o C/e �� 0 I I Greenport, NY 11944 ` 010 SD-HP-2 E C/e 3 O1 E DWH-1 i MC-C i seal DW O "' F1 9 9 AC DS T0 I METER 1 FI M M 2 WH-1 10 ' 2 0_ GF 1 GFI GFI CO 10 I CENTER F N y *INC 1 B f FI m M 7 11 48" 11 OALL AC 2 AC ❑ amD-HP-1 LL 3411 FI 3411 2 GFI 14 GFI SSE] 3 1wp- GFI m 10 10 GFI V10 AC 010 10 2 F �,d GFI M C A/c 10 ab c, r ACO a,b CO 1 ❑ FI M 11 s OCEB AGUri 2 s L 5 OC G 1 2 C M C/e � SFo�`T os� 7 10 A/c 10 FI 1 O10 5 0 C/e 2 7 01° CEC. cn 34" ry ® F MDW 1 GFI 010 2 GFI E issued _ date description 12 "' B ® A 5 1 03/14/19 Issued for Construction B/b G I 1PO F 0 ® B 7 DSS-H -1(IV7 5 7 \ L�f__ E 11 5 7Cc 10 5 11 -R EWH- M DSS-HP-2 C/a B/b ® 5 010 17 SSD CO B/bO 010 CO DSS 17 DC/a 10 F 5 7 7 O 7 10 DSS-HP-1 M M DSS-HP-1 y h 3 WP 16D/h WP 10 D/h 7 -� GFI • 7 10 • DO GFI D/h 5 G P 11 TV 7 5 WP 0 GFI 7 M 1 ❑ I�'J EWH- OC/ 5 0��° WH-R � � title 10 3 h 5 5 h BUILDING C - J ® ® o E16 7 7 • 5 FIRST FLOOR D/h 10 WP P 11 WP '° D/h GFI GFI PLAN - ELECTRICAL ® ® DRAWING NOTES: drawn by: DPK O1 PROVIDE PREWIRING FOR FIRE ALARM VISUAL DEVICE AT 80" AFF © PROVIDE CONNECTION OF EXTERIOR RECEPTACLES NOT LOCATED WITH WIRING FROM FACP. PROVIDE FIRE ALARM VISUAL DEVICES IN AT UNIT ENTRACNES TO PANEL HP. checked by: ERB ALL HVI UNITS. O7 PROVIDE RECEPTACLE FOR WATER HEATER. MOUNT RECEPTACLE scale: 1/4"= 1'-0" (D2 PROVIDE WALL SWITCHES FOR RANGE HOOD LIGHT AND FAN CONTROL AT 44" A.F.F. ADJACENT TO THE WATER HEATER, COORDINATE IN ADA AND ADA ADAPTABLE UNITS. FAN SPEED SHALL BE SELECTED EXACT LOCATION IN FIELD. project number: 10002 AT THE HOOD MOUNTED CONTROL. WIRE SWITCHES IN SERIES WITH BUILDING "C" FIRST FLOOR PLAN - ELECTRICAL HOOD MOUNTED CONTROLS. ® NOT USED. scaled inch � SCALE: 114"=1'-0" O3 PROVIDE ONE (1) SWITCH FOR EXHAUST FAN. THE SWITCH SHALL O9 NOT USED. sheet number CONTROL THE ON/OFF OPERATION OF THE INTEGRAL LED LIGHT. EXHAUST FAN SHALL HAVE CONSTANT POWER AND BE CONTROLLED 10 PROVIDE SITE LIGHTING CONTROL CONTACTOR AND PHOTOCELL. BY INTEGRAL OCCUPANCY SENSOR. REFER TO DETAIL. COORDINATE WITH SITE CONTRACTOR. REFER BUILDING C ® PROVIDE DOORBELL, 16VAC, FLUSH MOUNTED 7-AFF, NUTONE LA14WH TO SITE PLAN. OR EQUAL. 11 LOCATE EXTERIOR WEATHERPROOF FIRE ALARM HORN/STROBE AT FIRE DEPARTMENT CONNECTION (FDC) LOCATION. COORDINATE O5 PROVIDE LIGHTED DOORBELL PUSHBUTTON WITH SILVER FINISH, WITH FIRE PROTECTION CONTRACTOR. NUTONE PB19L OR EQUAL. MOUNT 46" AFF. I 001 F GENERAL NOTES: A. UNLESS OTHERWISE NOTED, PROVIDED 2-12,1-12G, NM CABLE AND F. PROVIDE INSTALLATION OF LOAD CENTERS 'LC' SO THAT ALL M. SINGLE STATION SMOKE DETECTORS IN RESIDENT UNITS SHALL BE N. C. PROVIDE AND INSTALL BUILDING FIRE ALARM SYSTEM } ENGiNEERiNG CONNECT ALL ELECTRICAL EQUIPMENT IN APARTMENTS (EXCEPT COMPONENTS ARE AT 48" AFF MAX. INSTALLED TO MEET THE FOLLOWING REQUIREMENTS VISUAL SIGNALING DEVICES IN ALL HVI UNIT LIVING ROOM, RANGE AND EXTERIOR HEAT PUMP CONDENSER) TO 20A-1P CIRCUIT A. INSTALL A MINIMUM OF 36" FROM A BATHROOM BATHROOMS AND BEDROOMS. Mechanical/Electrical Engineering Consultants BREAKER IN THE ELECTRICAL PANEL LC LOCATED IN THAT G. ALL LIGHTING AND RECEPTACLES CONNECTED TO APARTMENT LOAD CONTAINING A SHOWER OR TUB. M/E Project#170412 �- APARTMENT, CIRCUIT NUMBER AS INDICATED. PROVIDE ALL WIRING AS CENTERS SHALL BE CONNECTED TO COMBINATION TYPE ARC FAULT B. INSTALL A MINIMUM OF 36" FROM HVAC SUPPLY REGISTERS. D. ALL HVI PLUG IN ITEMS SHALL BE TURNED OVER TO THE Rochester I Buffalo I Syracuse I Schenectady REQUIRED SO THAT LIGHT FIXTURES ARE CONTROLLED BY BREAKERS, EXCEPT FOR RECEPTACLES LOCATED IN BATHROOMS. C. INSTALL A MINIMUM OF 36" FROM THE TIP OF A CEILING OWNER AT THE END OF THE PROJECT. SEE ARCHITECTURAL 150 N.CHESTNUT ST. 585.288.5590 ,• 114 rq SWITCHES AS INDICATED. ROCHESTER NY 14604 www.meengineenng.com SUSPENDED PADDLE FAN. DRAWINGS FOR HVI UNITS. H. ALL RECEPTACLES MARKED "WP" SHALL BE LISTED WEATHER D. REFER TO NEPA FOR ALL INSTALLATION REQUIREMENTS, B. PROVIDE 2.8, 1-10G, NM CABLE AND CONNECT RANGE RECEPTACLES RESISTANT TYPE RECEPTACLES IN A WEATHERPROOF ENCLOSURE. NOT ALL REQUIREMENTS ARE LISTED HERE. E. PROVIDE HARDWIRED DOOR SIGNALER WITH STROBE FOR IN APARTMENTS TO 40A-2P CIRCUIT BREAKER, CIRCUIT LC-4,6. HVI UNITS IN LIVING ROOM AND BEDROOMS. PROVIDE IL I. UNDER SLAB RADON MITIGATION SYSTEMS ARE BEING INSTALLED IN N. PROVIDE THE FDLLOWING IN ALL HVI UNITS HARDWIRED PUSH-BUTTON. PROVIDE TRANSFORMER AT BEATTY HARVEY COCO C. CONNECT EXTERIOR CONDENSING UNIT FOR EACH APARTMENT TO THESE BUILDINGS. ALL ELECTRICAL RELATED PENETRATIONS OF THE 7'-0" A.F.F. FOR CHIME/STROBE AND INSTALL AT 7'-0" A.F.F., ARC H I T E C T S , LLP THE ASSOCIATED APARTMENT'S LOAD CENTER 'LC', CIRCUITS 13,15 SLAB ON GRADE MUST BE SEALED TO THE SLAB USING A. IN HVI UNITS PROVIDE A HARC SA-101 SONIC RECEIVER CONNECT TRANSFORMER TO LOCAL RECEPTACLE CIRCUIT. AS INDICATED. REFER TO EQUIPMENT SCHEDULE FOR CIRCUIT POLYURETHANE CAULK, VULKEM 116 OR SIMILAR, TO COMPLY WITH IN THE MASTER BEDROOM. THE RECEIVER SHALL PLUG NEW YORK I MARYLAND BREAKER AND WIRING SIZES. THE REQUIREMENTS OF THIS INSTALLATION. INTO A 120V RECEPTACLE AND ACCEPT THE PLUG 0. REFER TO ARCHITECTURAL DRAWINGS FOR LIGHTING FIXTURE 1300 Walt Whitman Road, New York, 11747 D. ALL RECEPTACLES SHALL BE LISTED AS TAMPER RESISTANT J. MOUNT ALL RECEPTACLES IN BATHROOMS 44" AFF. FROM A SC-VIB-PJ BED SHAKER. LOCATIONS. �A p:(631)300-1010 RECEPTACLES, INCLUDING EXTERIOR RECEPTACLES THAT ARE B. IN HVI UNITS PROVIDE GENTEX 7109CS SMOKE DETECTORS P. COORDINATE EXTERIOR CONDENSING UNIT LOCATIONS WITH owner/developer CIRCUITED TO RESIDENT LOAD CENTERS. K. MOUNT ALL REFRIGERATOR OUTLETS IN KITCHENS 4' AFF. WITH VISUAL SIGNAL. SMOKE DETECTORS SHALL BE MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN. Conifer Real HARDWIRED AND INTERCONNECTED. WITH ALL OTHER 00 E. SMOKE DETECTORS SHALL BE INTERCONNECTED SUCH THAT WHEN L. ONE RECEPTACLE IN LIVING ROOM AREA SHALL BE A DUPLEX NOTIFICATION DEVICES IN THE UNIT. ADJACENT TO THE 1000 University Avenue Suite 5 ONE DETECTOR GOES INTO ALARM IT ACTIVATES ALL DETECTORS RECEPTACLE WITH INTEGRAL USB OUTLETS. COORDINATE HALLWAY SMOKE DETECTOR INSTALL A HARC SC-0O2 Rochester, NY 14607 WITHIN THE DWELLING UNIT. RECEPTACLE LOCATION WITH OWNER. CARBON MONOXIDE DETECTOR WITH TRANSMITTER. THE 585.324-0500 DETECTOR SHALL BE HARDWIRED. civil engineer © © LKMA Eri P 437&405 P South Country Road D/b W Brookhaven,NY 11719 16 16 10 8 G I 631.286.8668 16 m.e.p. &f.p. B Tvb $ En�ineerin� P.E. ® 8 B 150 No h Chestnu ,Street 8 Rochester, NY 14604 585.288.5590 0B/a B/a 58 structural engineer 19 010 D/b W © P D/b TDM Consulting Engineering 550 North County Road,Suite I 16 10 8 G I FI 8 10 Saint James, NY 11780 631.686.5234 SSS O 16 16 b 8 8 b 86 N 16 8 1 8 8 o � 8 J 8 N key 10i B/a $ TRUE '6 4 AC �, B/a B/a 1111111 NORTH a 16 GFI g 1/ 9 010TV 010 010 � 11 B/a 0 C/ 16 P EIF[:C3 ) EF-A1 SS❑S 11 g B/a 10 10 M o CO 0g `° 48" SS❑S J O SSS O PO �-- 11 GFI 16 L 8 8 0 M_ B a B/h J 1 EF-A1 16 I 8 8 1 ""■ ' 11 GFI /Y)� J a J 8 Oo 1 9 M J O3 D H-O4 co cc � SSEIED 8 GFI 11 6-9 a 11 a C/e ,..�..,.�. _ AC 18 1/ 18 11 C/e Cd SD-HP-1 4811,611 FI GFI 100 11 M GFCA 10OC/e B/a 06C 1 10 B/a project C GFI �S SS 8 EF-A2 O9 010 N J VINEYARD VIEW DSS-HP-2 M 17 1 Fc O �S 1 FI Co 10 B 1 J c 9 J 1 c EF-Al " CodO 48 ° 17 B/a 3 11 GFI O ° B/a 17 RH 11 SD-HP-2 M ro a CIO°' 48" 14 M 11 County Road 48 p /a 11 GFI Greenport, NY 11944 gh C19 2 10 M 12 C/e 0 10 C/e 1 O 3 /e E DWH-1 seal C 010 100 m� DWH-1 E 0 m o F1 9 9 AC AC 0G3 F 1 FI 34 � M G811 10 GF C GFI OSS 10 0_ �F N AC 2 010 010 2 GFI 14 3 1 1 FI d D HP 1 cric Cr D 1 A c l�J 17 17 1 Cr F SS GFI GFI CAC kc 1-1 ID M " 6Cr 5 7 G 1 2 10 M O ` J PU ® 1 B 11 B a C/e010 A/c d 2 FI /e C/a PO 1 6 a � 10 10 W 0 10 � 4" W-1 CC AC 010 Q10 2 GFI E issued date description B/b F 12 G I 1AC G Fl 1 03/14/19 Issued for Construction B ® 1i CY,0 7 L/b M DSS-HP-1 7 7 Cc H—F 9TV 5 ® g 5 5C 10 010 B/b B/b 7 7 010 010 7 DSS-HP-1M ODSS-HP-1 7 � �— N TVFF C C 010 5 5 C10 title 0 Q7 5 Q 7 > ° BUILDING C - SECOND FLOOD DRAWING NOTES: PLAN - ELECTRICAL O PROVIDE PREWIRING FOR FIRE ALARM VISUAL DEVICE AT 80" AFF WITH WIRING FROM FACP. PROVIDE FIRE ALARM VISUAL DEVICES IN GI ALL HVI UNITS. c ° o O2 + drawn by: DPK NOT USED. O3 PROVIDE ONE (1) SWITCH FOR EXHAUST FAN. THE SWITCH SHALL checked by: ERB CONTROL THE "ON/OFF" OPERATION OF THE INTEGRAL LED LIGHT. EXHAUST FAN SHALL HAVE CONSTANT POWER AND BE CONTROLLED scale: 1/4"= 1'-0" BY INTEGRAL OCCUPANCY SENSOR. ® PROVIDE DOORBELL, 16VAC, FLUSH MOUNTED 7-AFF, NUTONE LA14WH project number: 10002 BUILDING "C"SECOND FLOOR PLAN -ELECTRICAL OR EQUAL. scaled inch SCALE: 1/4"=1%0" O NOT USED. sheet number © PROVIDE CONNECTION OF EXTERIOR BUILDING LIGHTS TYPE 'P' TO CIRCUIT HP-6. BUILDING C O7 PROVIDE RECEPTACLE FOR WATER HEATER. MOUNT RECEPTACLE AT 44" A.F.F. ADJACENT TO THE WATER HEATER, COORDINATE EXACT LOCATION IN FIELD. 4H El 002 Lk ENGiNEERiNG Mechanical/Electrical Engineering Consultants Q M/E Project#170412 Rochester I Buffalo I Syracuse I Schenectady 150 N'CHESTNUT ST. 585.288.5590 ROCHESTER,NY 14664 w .meengin"nng.com aM ,ice DRAWING NOTES. BEATTY HARVEY COCO O1 LOCATE SWITCH, LIGHT AND RECEPTACLE AT ATTIC ACCESS. A R C H I T E C T S , L L P NEW YORK I MARYLAND O2 PROVIDE JUNCTION BOX AND 120V CIRCUIT IN ATTIC FOR FUTURE 1300 Walt Whitman Road, New York, 11747 RADON FAN. COORDINATE LOCATION WITH RADON PIPING INSTALLATION. + 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. B ,R 150 North Chestnut Street 4 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 4C EM■ O D O 1 O E 7 Gproject 0 nFI n i S 7 S tt7 HP-7 7? 2-»10, 1-10Ec VINEYARD VIEW GFI O E 7 S 07 -I� 4 County Road 48 $OO O2O Greenport, NY 11944 J $ seal �N 8 J O HP-8 CO W n s�o 069.1 q3 AfiOFES" \0\\ E issued date description 1 03/14/19 Issued for Construction title BUILDING C - ROOF PLAN - ELECTRICAL �- -� drawn by: DPK checked by: ERB scale: 1/4"= 1'-0" project number: 10002 BUILDING "C"ROOF PLAN -ELECTRICAL scaled inch 01,03 SCALE: 114"=1'.0" sheet number BUILDING C �JCL r � ENGNEERiNG i C Mechanical/EI M�Eical P otecn�l �oaizng Consultants 120/240V ( r EXTERIOR Rochester I Buffalo I Syracuse I Schenectady CIRCUITS LIGHTING 150 N.CHESTNUT ST. 585.288.5590 ROCHESTER,NY 14604 www.meengineering.com ��l �•a4iq! , - er FIXTURES I rC N BEATTY HARVEY COCO SLOPE FINISH GRADE PROVIDE FRAME AND DESIGNATED ARC H I T E C T S , LLP NEW YORK I MARYLAND HAND AWAY FROM COVER. COVER AS SPECIFIED. 1A 1300 Walt Whitman Road, New York, 11747 Rf • OFF -0— TO SERVICE ENTRANCE p:(631)300-1010 EQUIPMENT GROUND owner/developer O120V,20A AUTO PC BUS. RUBINO, Conifer Realty CIRCUIT 10'-0" (TYP) � 1000 University Avenue Suite 500 v'n� GROUT FRAME. Rochester, NY 14607 IN 0 0 585.324-0500 5'-0" (TYP) D O 0 0 G TWO (2) COURSES civil engineer (MIN.) BRICK. PLACELKMA r ADDITIONAL BRICK AS C�————————————— ------------ 43 8.405 7 REQUIRED TO BRING South Country Road FRAME UP TO PROPER DO NOT LOCATE Brookhaven,NY 11719 NOTES �` i HANDHOLES IN i FINISH GRADE. VEHICULAR TRAFFIC 631.286.8668 �� 600V INSULATED COPPER O1 CONNECT TO CIRCUIT AS INDICATED ON PLANS AND PROVIDE CIRCUIT BREAKER LOCK. CONDUCTOR INSTALLED AREAS. m.e.p. &f.p. IN PVC RACEWAY. B PROVIDE 2' X 2' X 4' WE Engineering, P.E. �� HANDHOLE B 150 Noah Chestnut Street EXTERIOR LIGHTING CONTROL WIRING DIAGRAM7Rochester, NY 14604 `� �, *4/0 BARE COPPER 4" X 10" KNOCKOUTS. 585.288.5590 1 i GROUNDING CONDUCTOR. TWO (2) ON ALL FOUR SCALE: NTS �� INSTALL 1'-0" MIN. SIDES. BELOW FINISHED GRADE structural engineer (TYP). TDM Consulting Engineerinq� 550 North County Road,Suite Saint James, NY 11780 Y4" 0 X 10'-0" COPPERWELD 631.686.5234 GROUND ROD. DRIVE FULL LENGTH i PAVING OR TOPSOIL TO INTO GROUND. TOP OF ROD TO � � MYLAR TAPE WITH WORDING: MATCH SITE CONDITIONS 12" MIN. BELOW FINISHED GRADE(TYP). "CAUTION - BURIED ELECTRIC LINE BELOW" FINISH GRADE 12" OF *2 CRUSHED STONE BELOW HANDHOLE.EXTEND MINIMUM key F 61 DETAIL NOTES: AROUND OUTSIDE OEDGE! TRUE NORTH A. AT POINT OF ENTRANCE TO FACILITY, PROVIDE SOLDER BLOCK IN GROUNDING — — — — ELECTRODE CONDUCTOR. SEAL CONDUIT TO CONDUCTOR 100/ WATERPROOF. B. GROUNDING ELECTRODE CONDUCTOR SHALL BE: 0 _ NO ROCKS, DEBRIS IN 1. MINIMUM SIZE 2/0 COPPER FOR 400A SERVICE. BACKFILL 2. SIZE 4/0 FOR OVER 400A SERVICE. — DETAIL NOTES: soon C. PROVIDE ADDITIONAL RODS AND INTERCONNECTIONS AS NECESSARY ALLOW SUFFICIENT SLACK CABLE SO SPLICES CAN BE MADE ABOVE A. TO OBTAIN SPECIFIED OR UTILITY MAXIMUM RESISTANCE TO ROUND GRADE OUTSIDE OF HANDHOLE. LOWER SPLICE AND SLACK CABLE INTO ° COMPACT BACKFILL TO WHICHEVER IS LESS. HANDHOLE IN A NEAT ARRANGEMENT. —301, MATCH SURROUNDING MINIMUM CONDITIONS ° ELECTRODE GROUND GRID HANDHOLE DETAIL " � � project PROVIDE 3 SAND BED SCALE: NTS SCALE: NTS VINEYARD VIEW ALL AROUND CONDUIT I SCHEDULE 80 PVC D D CONDUIT UNLESS D OTHERWISE SHOWN ON PLANS County Road 48 Greenport, NY 11944 seal 71/2" MINIMUM SPACING �F NES DETAIL NOTES: A. READ THE SPECIFICATIONS. GROUNDED SERVICE ENTRANCE \ `•^ �" �r �' ,� ,. r_ CONDUCTOR CONDUCTORS :r +t i B. REPAIR ALL SETTLEMENT. - ELECTRIC METERS MOUNTED TO THE EXTERIOR OF THE BUILDINGS N L1 L2 J� 9 TYPICAL DIRECT BURIED CONDUIT DETAIL ° <IOFE. 2 SCALE: NTS 0 0 0 E issued date description 4 0 O O [HOUSE 5 1 03/14/19 Issued for Construction ® WER LOAD MAIN 0 0 0 CENTER CIRCUIT MYLAR MARKING TAPE BREAKER WITH MAGNETIC STRIP AND WITH WORDING: O O "CAUTION - ELECTRIC ---�---- ------ -� — FIRST FLDOR ELEVATION LINE BURIED BELOW" --��- �� o BURIED AT 6" BELOW — ---- - - '----------------- FINISHED GRADE GRADE INCOMING BFE FLOOD ELEVATION I 0 CONDUITS GRADE NEUTRAL GROUND ASPHALT PAVEMENT SECTION BUS BUS TO MATCH EXISTING F o 0 0 • o z 1 1 oo., ,fin � ., �o�, o o Z F STONE BASE COURSE �O QO SEA LEVEL SERVICE ENTRANCE p 8 DISCONNECTING MEANS C O N COMPACTED, SELECT BACKFILL — ll—- - GENERAL NOTES. title *6 REBAR (TYP) a. . : a. c • - N A. DIMENSIONS OF EQUIPMENT MAY VARY DEPENDING ON EQUIPMENT O 3O N SUBMITTED AND APPROVED. VERIFY EXACT DIMENSIONS IN FIELD 'NITH DETAILS - CONCRETE 9 • APPROVED SHOP DRAWINGS. �. REBAR PLACEMENT STRAP B. METERING EQUIPMENT SHALL BE PROVIDED AS APPROVED BY THE DETAIL NOTES: E L ECT R I CA L CONDUITS) - SIZES AS INDICATED ° ° `r UTILITY COMPANY. METERING INSTALLATION, MOUNTING HEIGHTS, O ETC., SHALL BE AS APPROVED BY THE UTILITY. GROUNDING ELECTRODE CONDUCTOR. PROVIDE INSULATED COPPER CONDUCTOR PER a " SPECIFICATIONS. IF NO SIZE IS SPECIFIED, PROVIDE INSULATED COPPER CONDUIT CRADLES C. LAYOUT SHOWN IS APPROXIMATE AND MAY VARY PER BUILDING. CONDUCTOR SIZED PER N.E.C., TABLE 250-66. INSTALL IN RIGID, SCHEDULE N 40, PVC RACEWAY. UNDESTURBED d ' D. MAINTAIN ALL CLEARANCES FROM WINDOWS, A/C UNITS, GAS SERVICES, EARTH 2" ETC., AS CALLED FOR BY UTLITY. 02 METAL UNDERGROUND WATER PIPE IN DIRECT CONTACT WITH EARTH FOR 10 FEET OR MORE. SHALL BE SUPPLEMENTED BY ITEMS 3 & 4. 6„ E. PROVIDE 3/4" MINIMUM OUTDOOR PLYWOOD FRAMED WITH "J" CHANNEL 03 MADE GROUNDING ELECTRODE. REFER TO MADE GROUNDING ELECTRODE-GROUND drawn by: DPK TYP. WITH EXPOSED AREAS COVERED WITH SIDING AND CAULKING. SECURE WITH 8 PENNY COMMON NAILS AT 3" INTERVALS. COORDINATE WITH GRID" DETAIL & SPECIFICATIONS. checked by: ERB DETAIL NOTES: G.C. FOR 2X4 CROSSBRACES REQUIRED. SECURE METER BOXES TO PLYWOOD AS REQUIRED BY UTLITY COMPANY. ® MAIN BONDING JUMPER. PROVIDE INSULATED COPPER CONDUCTOR 1. FOR CONDUIT 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: AND GROUT THE FOUR REBARS INTO THE STRUCTURE (4" MIN.). INSTALL METERS IN ACCORDANCE WITH UTILITY COMPANY REQUIREMENTS. 0 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 BUILDING C SCALE: NTS SCALE: NTS SCALE: NTS + +8 H E4 . 01 ENGiNEERiNG Mechanical/Electrical Engineering Consultants UL LISTED GROUND CLAMP M/E Project#170412 1.9 AND EQUIPMENT BONDING JUMPER Rochester I Buffalo I Syracuse I Schenectady PAVING OR TOPSOIL TO 150 N.CHESTNUT ST. 585.288.5590 MATCH SITE CONDITIONS ROCHESTER NY 14604 www.meenginee"ng.com DETECTABLE WARNING TAPE WITH WORDING: "CAUTION - 1 BURIED ELECTRIC LINE BELOW" FINISH GRADE BEATTY HARVEY COCO ARCHITECTS , LLP (MIN-MAX) NEW YORK I MARYLAND — O 1300 Walt Whitman 631)300-1010 York, 11747 owner/developer 3 Conifer Realty — — NO ROCKS, DEBRIS IN n_' 1000 University Avenue Suite 500 BACKFILL 'I 'I JUNCTION BOX Rochester, 07 IN EXHAUST FAN 585.3232 4-05-0500 8 COMPACTED, SELECT BACKFILL @) WHITE N civil engineer (COORDINATE WITH SITE REQUIREMENTS) 120V 30" MINIMUM BLACK 0 437&"405 REDSouth Country Road O Brookhaven,NY 11719 PROVIDE 3" SAND BED 5 20'-0" 8 RED O 631.286.8668 ALL ROUND CONDUIT m.e.p. &f.p. 7 BLACK 3CONDUIT. ° WALL MOUNTED SWITCH FOR M/E Engineering, P.E. B `''' ' - ```' 150 North Chestnut Street L6 DETAIL NOTES: WHITE B 6 INTEGRAL LIGHTS (EF-1 ONLY) 4 Rochester, NY 14604 O UTILITY POLE. TO DOWN LIGHT BLACK 585.288.5590 TERMINATE RACEWAY AT EXACT HEIGHT DICTATED BY UTILITY structural engineer COMPANY.(PROVIDE MINIMUM OF 5 PIPE STRAPS) 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) DETAIL NOTES= ® MINIMUM 3'-8" BELOW GRADE. Saint James, NY 11780 631.686.5234 A. REFER TO THE SPECIFICATIONS. TWO (2) 4" PVC, SCHEDULE 80 CONDUITS DIRECT BURIED. DETAIL NOTES: © B. REPAIR ALL SETTLEMENT. FINISHED GRADE. A. PROE ID SHOWN ON PLANISH TO CONTROL INTEGRAL LIGHTS 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. 90 DEGREES X 60" RADIUS SWEEP ELBOWS. lC UTILITY POLE - PRIMARY ELECTRIC BATHROOM EXHAUST FAN WIRING TYPICAL DIRECT BURIED CONDUIT DETAIL CONDUIT RISER DETAIL DIAGRAM o 1 2 3 0 project VINEYARD VIEW County Road 48 Greenport, NY 11944 AS REQ'D. BY AS REQ'D. BY seal XFMR./SWITCH ��XFMR./SWITCH �NE SIZE SIZE O D co �r•L. tt<, I 1� SFO 059 7N �c COVER—� COORDINATE REQUIRED CABLE OPENING SIZE/ LOCATION WITH APPROVED J issued date description TRANSFORMER/SWITCH. 1 03/14/19 Issued for Construction 4 , _ N O N o a r X 10' LONG GROUND ROD INSPECTION PLATE EXOTHERMIC WELD GROUND ° •• (STEEL GRATING) ROD CONNECTION 9 ° poo (p2c)c' . *2 CRUSHED O O O O �o STONE 0 0 00 0 0,4 0 0 00o Op°°o°00 00o FINISHED GRADE 000 00 0 0 F 0 00 o Oo O * 1 GROUND ROD CONCRETE CURB �- 8000 0o O 2 CRUSHED STONE OPENING 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. DETAILS - B. SEAL ALL VAULT PENETRATIONS WATERTIGHT. °o ELECTRICAL C. LAST CONDUIT LENGTHS AT VAULT TO BE GALVANIZED RIGID STEEL (GRS) 5/8" DIA. x 10'- 0" COPPER CONDUIT. GROUND ROD D. PROVIDE 12" *2 CRUSHED STONE BASE (COMPACTED) BELOW & AROUND \ — &/ GROUND VAULT. WIRE (*2 BARE E. TOP OF PAD TO BE 6" ABOVE FINISHED GRADE. STD. CU.) DETAIL NOTES: F. by: DPK F. PAD TO EXTEND 6" BEYOND TRANSFORMER ON 1• PROVIDE INSPECTION PLATE & CAST IRON PIPE (NO PAVED SURFACES). ALL SIDES G. COORDINATE WITH NATIONAL GRID FOR EXACT VAULT SIZE. checked by: ERB DETAIL NOTES: scale: 1/8"= 1'-0" 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 BUILDING C T T + """" ys3r ENGiNEERiNG - Mechanical/Electrical Engineering Consultants M/E Project#170412 Rochester I Buffalo I Syracuse I Schenectady 150 N.CHESTNUT ST. 585.288.559014� f i;' E l t ROCHESTER NY 14604 www.meengineeNng.com '"'° +'"r COAX 4 'R CAT 6 CABLE (TYPICAL) TYPICAL APARTMENT O TYPICAL APARTMENT O BEATTY HARVEY COCO 1 C2 C3 C4 C5 C6 ------------------ ------------------- ARCHITECTS , LLP I I I I I I NEW YORK I MARYLAND I 1300 Walt Whitman Road, New York, 11747 A I CAT6 CABLE I I (TYPICAL FACP A p: (631)300-1010 � (COMMUNITY BLDG.) owner/developer 120V, 20,4 CKT Tv Tv Tv 5--❑ Conifer Realty NVR i i i i ZONE 1 WF Ts s H F I CATV/TMDF 3 120V,20A 1000 University Avenue Suite 500 TO DMDF (CAT 6) I I BOARD I I O CKT O Rochester, NY 14607 -------------------- -------------------- 585.324-0500 MUNICIPAL DIGITAL MAIN TELEPHONE TIE COMMUNICATION BOARD civil engineer MONITOR KEYBOARD MOUSE FAAP LKMA 437&405 South Country Road DETAIL NOTES TO UTILITY MANHOLE Brookhaven,NY 11719 NOTIFICATION F F F 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. � ALL FUNCTIONS OF CCTV SYSTEM. � 150 North Chestnut Street O1 PROVIDE TV OUTLETS AS SHOWN ON PLANS AND INSTALL A COAX CABLE FROM 2-*18 TSP IN 1"C2-18 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 585.288.5590 MONITOR AND CONTROL CCTV SYSTEM VIA WEB ENABLED GRAPHICAL FOR FUTURE TERMINATION BY CABLE COMPANY. LABEL CABLES WITH APARTMENT FIRE ALARM LOOP FIRE ALARM LOOP USER INTERFACE. AND ROOM NUMBERS. (SEE SITE PLAN (SEE SITE PLAN FOR FOR ROUTING I E 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 Engineerinq� 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 WIRING ONLY 631.686.5234 F F IN JUNCTION BOXES CLOSED CIRCUIT TELEVISION (CCTV) =SPRINKLER SYSTEM RISER DIAGRAM TELEPHONE/CATV RISER DIAGRAM 5 1 BLDG. FACP PANELS (TYP.) 120V 20A 1 2 OCIRCUIT ONG STEM key SCALE NTS SCALE NTS X TRUE NORTH NOTES: 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. �2 PROVIDE TWO PHONE LINES FROM DIGITAL COMMUNICATOR TO BUILDING PHONE BOARD. OO O PROVIDE LOCKS FOR ALL CIRCUIT BREAKERS SUPPLYING FIRE ALARM EQUIPMENT. O ® PROVIDE ADDRESSABLE HEAT DETECTOR, CONNECT TO SUPERVISORY ALARM 7771 CIRCUIT OF BUILDING FACP. DETECTOR TO MONITOR LOW ROOM TEMPERATURE, project SET TO ALARM AT 40 DEGREES F. Two (2) CAT E VINEYARD VIEW (TYP.) ------------- O5 PROVIDE NETWORK SYSTEM INTEGRATORS AND ALL EQUIPMENT, WIRING, CONNECTIONS AND PROGRAMMING AS REQUIRED TO MONITOR REMOTE BUILDING FACP PANELS ON COMMUNITY BUILDING FACP. ANNUNCIATE REMOTE BUILDING FACP DESKTOP i MAINTENANCE ALARMS (FIRE, TROUBLE & SUPERVISORY) ON COMMUNITY BUILDING PANEL. DO NOT ❑ i OFFICE ACTIVATE COMMUNITY BUILDING A/V DEVICES ON ACTIVATION OF REMOTE BUILDING ALARMS. D L © PROVIDE ADDRESSABLE FIRE ALARM SYSTEM. County Road 48 TWO (2) CAT 6 Greenport, NY 11944 (TYP.) '------------------' © FIRE ALARM SYSTEM RISER DIAGRAM - seal ❑ DESKTOP 1 i OFFICE N - D I COMMUNITY BUILDING /°F ,AM I �Z F ,_ Id D ❑ DESKTOP 2 i SCALE NTS `; , ❑ PRINTER/FAX 6 F� 069"7 TWO (3) CAT 6 �f�orE�s�oNP (TYP.) E TO DMDF ACSP 120V E issued date description (CAT6) 1 03/14/19 Issued for Construction TME) pmr) ,------------------I 1 ❑ COMPUTER i DCP 2 I I (SEE PLANS FOR PR i ❑ COMPUTER i QUANTITY OF DRP 120V COMPUTERS) TEL/DATA TEL/DATA i I O PR US O3 i UNITY RM.ROOM Comm TYPICAL DOOR 120V RPS INTERIOR MOUNTED TYPICAL DOOR I -- _-_----__ _-- CONFIGURATION DOOR OPERATOR O CONFIGURATION O IDS PUSH BUTTON WITH DOOR TWO (2) CAT 6 EXTERIOR MOUNTED OPERATOR (TYP.) DOOR OPERATOR O +F PUSH BUTTON GENERAL ONE LINE NOTES: A. WIRING INDICATED ON THE RISER DIAGRAMS IS DIAGRAMMATIC ONLY, AND IS NOT INTENDED TO INDICATE ROUTING OR QUANTITIES OF WIRES THE SYSTEM R MANUFACOVIDE TIURER .ING ALL DEVICES MAY NOT BE PLETE SYSTEMS AS INDICATED ON DRAWING NOTES:QUIRED BY title 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 01 PROVIDE 3/4" 4' HIGH PLYWOOD BACKBOARD PAINTED WITH GREY DOOR AND ALLOWS OPERATION OF EXTERIOR DOOR OPERATOR PUSH FIREPROOF PAINT. BUTTON. O PROVIDE 24 PORT, WALL MOUNTED AND HINGED PATCH PANEL. PROVIDE O2 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. O DEVICE FURNISHED BY HARDWARE SUPPLIER. G drawn by: DPK COMMUNITY BUILDING checked by: ERB T� 5 TELECOMMUNICATIONS RISER DIAGRAM ACCESS CONTROL SYSTEM RISER DIAGRAM scale: project number: 10002 SCALE NTS SCALE: NTS scaled inch sheet number BUILDING C 2+ + + + +6 + +8 E4 . 03 d° ENGI NEERiNG - Mechanical/Electrical Engineering Consultants WE Project#170412 Mi Rochester I Buffalo I Syracuse I Schenectady 150 N.CHESTNUT ST. 585.288.5590 IDE RISER ROCHESTER NY 14604 www.meenginee6ng.com AT POLE AS 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 , LL P 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 Walt 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" Conifer PVC IN DUCTBANK PVC IN DUCTBANK 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,3QS,4W 300/3 400/3 100A MCB ___________ r i H H civil engineer 120/208V, 30,4W i 600/3 LKMA 1 1 i 100 125 125 100 125 125 437&405 1 1 2 2 2 2 2 2 South Country Road EFJ 1 100 250 I Brookhaven, NY 11719 1 3 31 631.286.8668 I = c © 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 ------ ---- ------------1 SE CABLE WITH SE CABLE WITH SE CABLE WITH SE CABLE WITH m.e.p. &f.p. INSULATED INSULATED INSULATED INSULATED M/E Engineering, P.E. SERVICE CONDUCTORS TO LOAD CENTERS CONDUCTORS CCNDUCTORS TO LOAD CENTERS CONDUCTORS /E Noah eerinugtStreet �- ENTRANCE IN APARTMENTS IN APARTMENTS - Rochester,Chestnut 14604 4*3/0, 1*6EG 4-0350KCMIL, GROUNDING 120/208V, 10,3W 120/208V, 10,3W 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 ON Saint.lames, 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, 1Q3,3W LOAD CENTERS SHALL BE RINGLESS 120/208V, 1Qj,3W LOAD CENTERS SHALL BE RINGLESS key ASSOCIATED GENERATOR TAP BOX AS WITH HORN BYPASS. WITH HORN BYPASS. ALTERNATE BID. TRUE NORTH C- 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 O won 0 O 0 HIGH VOLTAGE HIGH VOLTAGE HIGH VOLTAGE WIRING BY WIRING BY UTILITY COMPANY PAD MOUNTED WIRING BY T TRANSFORMER UTILITY COMPANY T PAD MOUNTED UTILITY COMPANY PAD MOUNTED project BY UTILITY COMPANY BYUTILITYTRANSFORMER T BYu UTILITY TRANSFORMER 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" D MC-C PVC IN DUCTBANK MC-D PVC IN DUCTBANK PUMP MC-D PVC IN DUCTBANK D METER CENTER 208Y/12OV,30,4W, 22KAIC METER CENTER 208Y/12OV,30,4W, 22KAIC STATION METERCENTER 208Y/12OV,30,4W, 22KAC 150A MCB County Road 48 120/208V, 3�,4W 400/3 300/3 600/3 Greenport, NY 11944 seal H H H H H H H __ 100 2 5 125 100 125 125 150 100 125 125 22 �F,OF�N �N 2 2 2 3 2 2 2 `Q CIO `� 3*1/0,1*6EG ALUMINUM3*2/0,1*6EG ALUMINUM 3*1/0,1*6EG ALUMINUM 3*2/0,1*6EG ALUMINUM 3*2/0,1*6EG ALUMINUM ;itl L SE CABLE ''NITH SE CABLE WITH SE CABLE WITH SE CABLE WITH SE CABLE WITH c INSULATED INSULATED INSULATED INSULATED INSULATED 1. CONDUCTORS TO LOAD CENTERS CONDUCTORS CONDUCTORS TO LOAD CENTERS CONDUCTORS 4*250KCMIL TO LOAD CENTERS CONDUCTORS 61 oog-7n3 4� IN APARTMENTS IN APARTMENTS 1*4EG IN APARTMENTS o F� 120/208V, 10,3W 120/208V, 10,3W ALUMINUM 120/208V, 10,3WNUM forN (REFER TO FLOOR PLANS (REFER TO FLOOR PLANS A MI 3*1/0,1*6EG (REFER TO FLOOR PLANS r ssNo FOR QUANTITIES) FOR QUANTITIES) ALUMINUM . FOR QUANTITIES) SE CABLE WITH E issued date description INSULATED GENERAL ONE LINE NOTESCONDUCTORS GENERAL ONE LINE NOTES GENERAL ONE LINE NOTES 1 03/14/19 Issued for Construction HPI A. PROVIDE SERVICE ENTRANCE Ht 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 0A MCB B. METER SOCKETS FOR RESIDENTIAL 120/208V, 1�,3W LOAD CENTERS SHALL BE RINGLESS 120//208V, 1Q6,3W 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 FF II__ P40 SCALE NO SCALE NO SCALE title ONE LINE DIAGRAMS - ELECTRICAL drawn by: DPK checked by: ERB scale: 1/8"= 1'-0" project number: 10002 scaled inch sheet number BUILDING C +3 +4 E5 . 01 ENGNEERiNG � Mechanical/Electrical Engineering Consultants M/E Project#170412 1-FJ Rochester I Buffalo I Syracuse I Schenectady 150 N.CHESTNUT ST. 585.288.5590 ROCHESTER ww NY 14604 wrneengineedng.com BEATTY HARVEY COCO A R C H I T E C T S , L L P LUMINAIRE SCHEDULE NEW YORK I MARYLAND 1300 Walt Whitman Road, New York, 11747 TYPE IMAGE DESCRIPTION MFR. & CATALOG No. LAMP COLOR TEMP. FINISH VOLTAGE/BALLAST MOUNTING UNIT WATTS EFFICIENCY REFERENCE NOTES 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 P7279-3040K8 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 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 -28-30K 90 CRI LUMEN/WATT WE Enineerinc, P.E. R 150 No h Chestnu Street XXX 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 P6085-20301<9 90 CRI BRONZE LUMEN/WATT LED LANTERN FIXTURE TDM Consulting Engineerin g 550 North County Road,Suite E 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 �Ot TRUE 11111111 111111115 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 W ., , xi 0Eon 73 FB �•, 48" X 9" LINEAR SURFACE MOUNTED PROGRESS LIGHTING 38W LED 3000K WHITE 120V SURFACE 38W 100 ° 0 WHITE LED FIXTURE P7186-303OK8 80 CRI LUMEN/WATT ° project FE BRUSHED DIAMETER NICKEL ED XTURE FMSATL 16 208 30 BN 80 CR LIGHTING 24W LED 3000K BNICKEL 120V STEM 24W LUMEN63 /WATT VINEYARD VIEW W/ 3SHL6 BN 6" STEM ACCESSORY (j+i . I 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 / F N COLOR WITH ARCHITEC 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 F- 0697&3' 4 , 2X4 LED SURFACE LITHONIA: 2RTLX4 39W LED 3500K WHITE 120V SURFACE 39W 96 "'":. :a..... 4000 LUMENS LUMEN/WATT E 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 GLASS LENS M LUMEN/WATT MEDIUM THROW UNV CUSTOM FINISH ' : :_;:'< • _< DISTRIBUTION, UL LISTED WET LOCATION SELECTED BY ARCHITECT LUMINAIRE SCHEDULE NOTES: II A. ALL FIXTURES SHALL BE ENERGY STAR RATED FF title SCHEDULES - ELECTRICAL drawn by: DPK checked by: ERB scale: 1/8"= 1'-0" project number: 10002 scaled inch sheet number BUILDING C F �- , f. ENGNEERNG Mechanical/Electrical Engineering Consultants GENERAL NOTES: M/E Project#170412 1.ALL DEVICES PROVIDED BY THE DIVISION 16 CONTRACTOR. Rochester I Buffalo I Syracuse I Schenectady 2.ITEM NUMBER INDICATES EQUIPMENT NUMBER. 150 N.CHESTNUT ST. 585.288.5590 'a ' 't.`s!+!° + �'' ELECTRIC EQUIPMENT AND CONTROL SCHEDULE 3.ALL DEVICES SHALL BE SURFACE MOUNTED UNLESS OTHERWISE NOTED. ROCHESTER,NY 14604 www.meengineenng.com 11 1-0 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. BEATTY HARVEY COCO EQUIPMENT POWER SOURCE PROTECTION & WIRING CONTROL DEVICES A R C H IT E C T S , L L P >_ p w� w� Yr- NEW YORK I MARYLAND O �J O W V Om W p0 p0 OO W W o oW Z~ Fw Z� �p ami ZUJv�iwoit- viwo Nwo �z Z zz 1300 Walt Whitman Road, New York, 11747 MCA OR p 0� � ZEE mow w aw � o ¢� p� WZ p:(631)300-1010 x H z W Uy� �a ��a ��a �F= In- DISCONNECT SWITCH ITEM DESIGNATION NAME ROOM LOCATION HP KW SYSTEM PHASE SYSTEM PANEL OR CONTROL CIRCUIT POWER WIRING FROM PANEL TO POWER WIRING FROM CONTROL UNIT T NEMA W� 3 zy o�� z>� �> ZW x-W �3� p3E- p3►- o� c> pc� VOLTS CENTER BREAKER CONTROL UNIT EQUIPMENT SIZE Q_ G ¢ ped OMM wox Z p �' o rn o to ww w wW J¢ owner/developer AMPS STARTER �� jw aW mw� ��N Wp u'p~ Wer �3 of of t-�o� wZ oZ NZ tro o J �Wo n�o Ul �E-tn ZH-N cnF.N =o ¢o �o W Conifer Realty W zd� UZ oWa po Y6- oo �H- aUF- MWF :w� ~p p orp Zo o �N c�N W � � �= �� w� x! o o SWITCH FUSE ENCLOSU REF. 1000 University Avenue Suite 500 > ° in tno Wo wo AMPS SIZE LOC. RE NEMA NOTES Rochester, NY 14607 585.324-0500 DSS-1 DUCTLESS SPLIT CONDENSING UNIT EXTERIOR 19.7 1 208 LC-13,15 30/2 2-*10, 1-*10EG, NM CABLE 2-*10, 1-*10EG, NM CABLE X AU 30 NF AU 3 SD-HP-1 DUCTLESS SPLIT INDOOR UNIT APT. MECH. RM. 1 208 LC -- 2-*10, 1-*10EG, NM CABLE 2-*10, 1-*10EG, NM CABLE X AU 20 NF AU 5 civil engineer DSS-HP-1 DUCTLESS SPLIT INDOOR UNIT APT. 1 208 LC -- 2-*10, 1-*10EG, NM CABLE 2-*10, 1-*10EG, NM CABLE X AU 20 NF AU 5 LKMA DSS-2 DUCTLESS SPLIT CONDENSING UNIT EXTERIOR 19.7 1 208 LC-13,15 20/2 2-*12, 1-*12EG, NM CABLE 2-*12, 1-*12EG, NM CABLE X AU 30 NF AU 3 437&405 South Country Road SD-HP-1 DUCTLESS SPLIT INDOOR UNIT APT. MECH. RM. 1 208 LC -- 2-*8, 1-*10EG, NM CABLE 2-*8, 1-*10EG, NM CABLE X AU 20 NF AU 5 Brookhaven, NY 11719 DSS-HP-1 DUCTLESS SPLIT INDOOR UNIT APT. 1 208 LC -- 2-*10, 1-*10EG, NM CABLE 2-*10, 1-*10EG, NM CABLE X AU 20 NF AU 5 631.286.8668 DSS-3 DUCTLESS SPLIT CONDENSING UNIT EXTERIOR 25.1 1 1 208 LC-13,15 40/2 2-*8, 1-*10EG, NM CABLE 2-*8, 1-*10EG, NM CABLE X AU 60 NF AU 3 m.e.p. &f.p. SD-HP-1 DUCTLESS SPLIT INDOOR UNIT APT. MECH. RM. 1 208 LC -- 2-*10, 1-*10EG, NM CABLE 2-*10, 1-*10EG, NM CABLE X AU 20 NF AU 5 M/E Engineering, P.E. DSS-HP-1 DUCTLESS SPLIT INDOOR UNIT APT. 1 208 LC -- 2-*10, 1-*10EG, NM CABLE 2-*10, 1-*10EG, NM CABLE X AU 20 NF AU 5 150 North Chestnut Street EF-A1 EXHAUST FAN/LIGHT APT. BATHRMS. Rochester, NY 14604 4 1 120 LC (SEE PLANS) 20/1 2-*12, 1-*12EG, NM CABLE 2-*12, 1-*12EG, NM CABLE X AU 2 585.288.5590 EF-A2 EXHAUST FAN APT. BATHRMS. .4 1 120 LC (SEE PLANS) 20/1 2-*12, 1-*12EG, NM CABLE 2-*12, 1-*12EG, NM CABLE X AU 2 DW DISHWASHER APARTMENTS KITCHEN 1 120 LC (SEE PLANS) 20/1 2-*12, 1-*12EG, NM CABLE 2-*12, 1-*12EG, NM CABLE X AU 20 NF AU structural engineer RH RANGE HOOD/MICROWAVE APT KITCHEN 1 120 LC 20/1 2-*12, 1-*12EG, NM CABLE 2-*12, 1-*12EG, NM CABLE X AU 1 TDM Consulting Engineering WH--1 WATER HEATER APT. MECH. RM. 1 120 LC (SEE PLANS) 20/1 2-10, 1-*10EG, NM CABLE 2-10, 1-*10EG, NM CABLE X AU 30 NF AU 7 550 North County Road,Suite Saint James, NY 11780 631.686.5234 EWH-S WALL HEATER - SURFACE VARIOUS 1.8 1 120 LC (SEE PLANS) 20/1 2-*10, 1-*10EG, NM CABLE 2-*10, 1-*10EG, NM CABLE X AU 30 NF AU EWH-R WALL HEATER - RECESSED VARIOUS 1.8 1 120 LC (SEE PLANS) 20/1 2-*10, 1-*10EG, NM CABLE 2-*10, 1-*10EG, NM CABLE X AU 30 NF AU SP-_1 SANITARY PUMP STATION PUMP STATION 205 3 208 1 PS1-1,3,5 100/3 4-*2, 1-*8EG IN 2"C 4-*2, 1-*8EG IN 2"C X AU 100 NF AU 3R 8 key TRUE NORTH + REFERENCE NOTES 1. COORDINATE CONNECTION WITH SUPPLIER. ❑ 2. COMBINATION EXHAUST FAN AND LIGHT UNIT. PROVIDE WALL SWITCH FOR CONTROL OF LIGHT ONLY. PROVIDE UNSWITCHED POWER TO EXHAUST FA. 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 ISCONNECT SWITCH TO THE UNIT. 4. EXHAUST FAN SHALL BE CONTROLLED VIA ROOM LIGHT SWITCH AND VACANCY SENSOR. O 5. PROVIDE POWER TO INTERIOR DSS UNIT FROM EXTERIOR UNIT. COORDINATE WITH MANUFACTURER. PROVIDE INSTALLATION OF 14 GAUGE, 3-CONDCTOR PLUS GROUND STRANDED CONTROL WIRING BETWEEN THE EXTERIOR AND INTERIOR UNIT AS CALLED FOR BY THE MANUFACTURER. COORDINATE WITH MANUFACTURER PRIOR TO ROUGH-IN. _= 0 6. PROVIDE CONNECTION OF RECIRC PUMP TO WATER HEATER CIRCUIT. COORDINATE WITH PLUMBING CONTRACTOR AND SUPPLIER. 7. PROVIDE CONNECTION OF RANGE HOOD TO ROOM LIGHTING CIRCUIT. project 8. PROVIDE CONNECTION OF SANITARY PUMP STATION. SEE SITE PLANS FOR MORE DETAILS. COORDINATE WITH CIIVIL ENGINEER AND SITE CONTRATOR. VINEYARD VIEW -E° County Road 48 Greenport, NY 11944 seal of-N _ PANELBOARD SCHEDULE s s�0 059 7 c�3 v✓, �F`,Or ESSIO`�P� PANEL TYPE MAIN AMPERE RATING BRANCH CIRCUIT DEVICES INFORMATION VOLTAGE RATING MOUNT BRANCH SUB KAIC QUANTITY FRAME TRIP / FUSENOTES NAME DIST. CIN. FEED MLO MCB MFS (RMS SWITCH SIZE-FU POLES -I E issued date description LUGS VOLT PHASE WIRE SYM) F S ACTIVE SPARE SPACE TOTAL SIZE 10 10 18 20 1 1 03/14/19 Issued for Construction 2 20 2 HP X 208/120 3 4 100 22 X 5 6 1 20 1 7 1 1 1 20 1 A LC1 X 208/120 1 3 100 10 X 1 30 2 1 40 2 5 6 1 20 1 8 1 20 1 A LC2 X 208/120 1 3 100 10 X 1 30 2 FFII 1 40 2 ''FF F +F 5 6 4 20 1 10 1 20 1 A LC3 X 208/120 1 3 100 10 X 1 30 2 1 40 2 title 4 4 19 20 1 SCHEDULES - PS1 X 208/120 3 4 150 22 X 1 100 3 ELECTRICAL PANELBOARD SCHEDULE NOTES A. PROVIDE COMBINATION TYPE ARC FAULT CIRCUIT INTERRUPTER CIRCUIT BREAKER. SEE FLOOR PLANS. B + drawn by: DPK checked by: ERB scale: 1/8"= V-0" project number: 10002 scaled inch sheet number BUILDING C +5 6+ + +8 • 1 2 3 + 6 7 8 9 I GENERAL NOTES - RESIDENTIAL: GENERAL DESIGN CRITERIA: ENGiNEER A. THIS PROJECT SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH iNG A. RADON: THE FOLLOWING ENERGY CONSERVATION AND FUNDING PROGRAMS: Mechanical/Electrical Engineering Consultants THE MOST STRINGENT CRITERIA SHALL APPLY. M/E Project#170412 H_ 1. SEE ARCHITECTURAL PLANS FOR RADON PIPING SYSTEM. Rochester I Buffalo I Syracuse I Schenectady BLD GG COORDINATE WITH PLUMBING PIPING. - ENERGY STAR V3.1 (REV 9), WITH CHECKLISTS. (TYPE HCR HANDBOOK (VERSION: 2018) 150N.CHESTNUT ST. 585.288.5590 ROCHESTER NY 14604 www.meengineenng.com * W dr 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 GENERAL NOTES: BEATTY HARVEY Coco RADON MITIGATION SYSTEM. PLUMBING SYMBOL LIST ARCHITECTS , L L P tM1DBANKED PARKINS B. FIXTURE INSTALLATION: A. THESE NOTES ARE APPLICABLE TO THE FULL SET OF CONTRACT SYMBOL DESCRIPTION NEW YORK I MARYLAND A 1. PRE-FAB SHOWERS AND BATHTUBS SHALL BE SET IN BEDDING DOCUMENTS. EXISTING WORK TO BE REMOVED 1300 Wait Whitman Road, New York, 11747 COMPOUND. INSTALLATION SHALL EE PER THE FIXTURE MFR'S A p:(631)300-1010 RECOMMENDATIONS. SUB-FLOORS AT SHOWERS SHALL BE B. EXISTING CONDITIONS ARE TAKEN FROM FIELD OBSERVATIONS ® POINT OF CONNECTION PATCHED TO MINIMIZE SIZE OF HOLE AT DRAIN BEFORE AND PRIOR CONSTRUCTION DOCUMENTS WHEN AVAILABLE. THE owner/developer INSTALLING BEDDING COMPOUND. LOCATIONS SHOWN MUST BE CONSIDERED APPROXIMATE. OTHER Conifer Real - - SPRAY FOAM SHALL NOT BE USED AS BEDDING MATERIAL. - - SUCH WORK MAY EXIST, HOWEVER, LOCATION AND SIZE ARE NOT ® POINT OF DISCONNECTION Realty 1000 University Avenue Suite 500 PRESENTLY KNOWN. IT IS STRONGLY ENCOURAGED TO VISIT SITE G B 2. ADA COMPLIANCE - WATER CLOSET AND URINAL HANDLES IN PRIOR TO BID TO REVIEW EXISTING CONDITIONS AND CONFIRM NTS NOT TO SCALE Rochester, NY 14607 ADA APARTMENT OR STALLS SHALL BE MOUNTED ON THE SIDE SCOPE OF WORK. (E) EXISTING 585.324-0500 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 o° 1. PROVIDE A PIPE NIPPLE THRU EQUIPMENT CASE FOR CONNECTION APPROVAL. VTR VENT THRU ROOF 437&405 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 � THRU EQUIPMENT CASES. CAUSED BY WORK THIS CONTRACTOR. LEGALLY DISPOSE ALL MC MECHANICAL CONTRACTOR° MATERIALS TO A LOCATION OFF SITE. 631.286.8668 BEB 2. CSST INSTALLATION SHALL REQUIRE CALCULATIONS FROM P.C. TO PC PLUMBING CONTRACTOR VERIFY ACCEPTABLE CSST LINE SIZES. SIZES SHOWN ON PLANS E. COORDINATE AND SCHEDULE WORK AND SHUTDOWNS WITH THE EC ELECTRICAL CONTRACTOR m.e.p. &f.p. VRIAGE BI ,A ARE IRON PIPE SIZES. OWNER AND OTHER TRADES PRIOR TO DEMOLITION. (E) EXISTING PIPING SQUARE B _ M/E Engineering, P.E. BLDG D F. ALL EXISTING PIPING TO REMAIN SHALL BE RECONNECTED TO NEW PIPING LOCATED ABOVE FLOOR/SLAB B 150 North Chestnut Street •� a (TYPED) 3. CSST INSTALLATIONS SHALL BE GROUNDED AND BONDED PER CODE ACTIVE SERVICE PIPING. — NEW PIPING LOCATED BELOW FLOOR/SLAB Rochester, NY 14604 BACK TO ELECTRIC SERVICE GROUND. 585.288.5590 ° COLD WATER PIPING (CW) �► ° 4. EVERY CSST INSTALLER SHALL HAVE PROOF THAT THEY HAVE G. ALL PIPING TO BE REMOVED SHALL BE REMOVED BACK TO ACTIVE FIRE RUM PIPING AND CAPPED. VALVE AND CAP ALL WATER PIPING. REMOVE HOT WATER PIPING (HW) structural en HOUSE BEEN TRAINED TO AN ACCEPTABLE LEVEL BY THE MFR OF THE ALL INACTIVE PIPING UNLESS NOTED. ••• HOT WATER RECIRCULATING PIPING (HWR) engineer � CSST BEING INSTALLED. TDM Consulting En ineerin SEE SPE w —140--- 140° HOT WATER PIPING (HW) 9 9• ° O 5. 2 PSI SYSTEMS SHALL HAVE THE VENT FOR THE REGULATOR AT H. ALL PIPING TO BE REMOVED AND LOCATED WITHIN A WALL TO 550 North County Road,Suite? O D THE EQUIPMENT EXTENDED TO THE OUTSIDE WITH A VENT ELBOW. REMAIN MAY BE ABANDONED IN PLACE UNLESS NOTED. REMOVE —140 ••• 140° HOT WATER RECIRCULATING PIPING (HWR) Saint James, NY 11780 � LEAS B VENT LIMITORS SHALL NOT BE USED IN PLACE OF VENT PIPING. PIPING BACK TO BEHIND THE FINISHED WALL SURFACE AND CAP. TW TEMPERED HOT WATER PIPING (TW) 631.686.5234 OFFICE ~ I. PATCH HOLES IN EXISTING CONSTRUCTION LEFT BY THE REMOVAL TWR TEMPERED HOT WATER RETURN PIPING (TWR) --' BLDG D 6. ALL EXTERIOR GAS PIPING INSTALLED BY THE P.C. SHALL BE PAINTED. OF PIPING OR EQUIPMENT WITH MATERIALS TO MATCH EXISTING W WATER SERVICE - EXTERIOR BLDG. ARCHITECT TO SELECT COLORS. CONSTRUCTION. MAINTAIN FIRE/SMOKE RATING. SAN SANITARY SEWER PIPING 7 ° (TYPE D) 7. ROOF MOUNTED GAS PIPING SHALL NOT BE VISIBLE FROM GRADE. GW GREASE WASTE PIPING (GW) key •� 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) ' WHERE NOTED OR WHERE NECESSARY TO CONNECT TO EQUIPMENT. VALVES, FIXTURES, EQUIPMENT, HANGERS, SUPPORTS, AND B )q Q INSULATION EXCEPT ASBESTOS. IW INDIRECT WASTE PIPING (IW) TRUE NORTH C D. ALL CLEANOUTS SHALL BE WALLPLATE TYPE UNLESS OTHERWISE K. REMOVE EXISTING CONSTRUCTION IN THE WAY OF NEW WORK. - VENT PIPING o ° INDICATED ON DRAWINGS. 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 01-12 1. PROJECTS WITH PITCHED ROOFS SHALL HAVE ALL PLUMBING CEILING, PROVIDE FOR THE REMOVAL OF THE CEILING. UPON - VENTS, AND EQUIPMENT INTAKES & VENTS, THROUGH ROOFS, COMPLETION OF WORK, REPAIR ALL DAMAGED CEILING SURFACES, 3 45°OFFSET • SITE PLAN LOCATED BEHIND THE RIDGE LINE AND SHALL NOT BE VISIBLE REPLACE ALL DAMAGED TILES. --o ELBOW UP • ■ FROM THE FRONT OF THE BUILDING. —e— BOTTOM/TEE CONNECTION M. SLIEEVE AND SEAL ALL WALL AND FLOOR PENETRATIONS. PROVIDEmoi,_ ° P-001 2. ROOF PENETRATIONS SHALL BE MADE AT LEAST 5 FEET AWAY, FIRESTOPPING FOR ALL PENETRATIONS. TOP TEE CONNECTION "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. TRADES OF THE REQUIRED SERVICE CLEARANCES. PIPE CONTINUATION 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 IRE PROTECTION SYMBOL LIST INPUT BTUH/ 1. ALL WALL & FLOOR SURFACE PENETRATIONS IN APARTMENTS, INCLUDING AIR REMOVAL, RESETTING OF FLUSH VALVES, FLUSHING 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 _II CLEANOUT (CO) VINEYARD VIEW SYMBOL DESCRIPTION UNIT STARTUPS. EXISTING WORK TO BE REMOVED DWH-1 WATER HEATS 5 38,000 190,000 TO COMPLY WITH PRESSURE TESTNG FOR ENERGY EFFICIENCY. ® FLOOR DRAIN (FD) / FLOOR SINK (FS) 2. ACCESS DOORS IN APARTMENTS SHALL BE GASKETED TYPE P. REFER TO EQUIPMENT/ FIXTURE SCHEDULE FOR FINAL CONNECTION Oo ROOF DRAIN D ® POINT OF CONNECTION TO COMPLY WITH PRESSURE TESTING FOR ENERGY EFFICIENCY. SIZES. TOTAL CONNECTED LOAD 190,000 BTUH c-i+' WALL HYDRANT (WH) / HOSE BIBB (HB) p ® POINT OF DISCONNECTION 190 CFH - CONN. LOAD G. INSULATION SCOPE: PEX MANIFOLD Q. PROVIDE CLEANOUTS AT THE BASE OF ALL STORM, SANITARY �7` STRAINER Count Road 48 AND WASTE STACKS. Y Q WATER METER Greenport, NY 11944 NTS NOT TO SCALE 1. INSULATE ALL COLD WATER PIPING FROM THE WATER SERVICE P (E) EXISTING ENTRANCE TO THE INLETS OF THE PEX MANIFOLDS. R. PITCH 4" AND LARGER SANITARY AND WASTE PIPING AT %8" PER ® CATCH BASIN GAS LOAD - DESIGN BASIS BUILDING B FOOT UNLESS OTHERWISE NOTED. FOR SANITARY AND WASTE Q MANHOLE seal - (ETR) EXISTING TO REMAIN PIPING 3" AND SMALLER PITCH AT 1/4" PER FOOT UNLESS Z SHUT OFF VALVE i 2. INSULATE ALL HOT WATER PIPING FROM THE WATER HEATER TO OTHERWISE NOTED. QF ✓V AFF ABOVE FINISHED FLOOR INPUT BTUH/ THE INLETS OF THE PEX MANIFOLDS. Y EQUIP. NO. DESCRIPTION QUANTITY UNIT TOTAL BTUH COMMENT BALANCING VALVE `� . D JAI C GC GENERAL CONTRACTOR 3. INSULATE ALL HOT WATER RETURN PIPING. S. COORDINATE LOCATION AND ELEVATION OF STORM AND SANITARY —1\I— CHECK VALVE �Fp MC MECHANICAL CONTRACTOR DWH-1 WATER HEATE 10 38,000 380,000 LATERALS AND WATER SERVICE WITH THE SITE CONTRACTOR. NO ALLOWANCE WILL BE MADE FOR ADDITIONAL COSTS DUE TO THE SOLENOID VALVE PC PLUMBING CONTRACTOR H. INSULATION SCOPE: CENTRAL HOT WATER, NO PEX CONTRACTORS FAILURE TO COORDINATE TERMINATION POINTS. PRESSURE REDUCING VALVE I. EC ELECTRICAL CONTRACTCR TOTAL CONNECTED LOAD 380,000 BTUH 1. INSULATE ALL COLD WATER PIPING FROM THE WATER SERVICE THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR THE FINAL RELIEF VALVE FC FLUSHING CONNECTION 380 CFH - CONN. LOAD CONNECTION TO THE SITE UTILITIES. ENTRANCE TO BRANCHES FOR THE UNITS, AND THE FIRST 10 FEET SHUT-OFF SWITCH g 4: (E) EXISTING PIPING OF THE BRANCH PIPING. T. MINIMUM SIZE OF WASTE PIPING BELOW SLAB SHALL BE 3" EXCEPT PIPE ANCHOR <<�59 7 C�� ✓ W 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 FP FIRE PROTECTION SERVICE (FP) PIPING BELOW SLAB SHALL BE 2" INPUT BTUH/ THE BRANCHES FOR THE UNITS, AND THE FIRST 10 FEET OF THE . — 1It-- UNION E S SPRINKLER MAIN/BRANCH PIPING (S) EQUIP. NO. DESCRIPTION QUANTITY UNIT TOTAL BTUH COMMENT BRANCH PIPING. ---��— BACKFLOW PREVENTER (BFP) E issued date description D SPRINKLER DRAIN PIPING (D)ELBOW DOWN N— SHOWER HEAD DWH-1 WATER HEATE 10 38,000 380,000 3. INSULATE ALL HOT WATER RETURN PIPING. IN SHOCK ABSORBER (SA) 1 03/14/19 Issued for Construction —(QUI-- 30-- EL OFF"SET TOTAL CONNECTED LOAD 380,000 BTUH RECIRCULATION PUMP BOTTOM/TEE CONNECTION THERMOMETER � BOW U 380 CFH - CONN. LOAD -=-0 PRESSURE GAUGE ^ —�— TOP TETE CONNECTION -2 PIPE CONTINUATION 3 FLUSHING CONNECTION GAS LOAD - DESIGN BASIS - BUILDING D • PENDENT SPRINKLER HEAD EQUIP. N0. DESCRIPTION QUANTITY INPUT BTUH/ TOTAL BTUH COMMENT x DRY PE=NDENT SPRINKLER HEAD UNIT WATER HEATER SCHEDULE x QUICK RESPONSE PENDENT SPRINKLER HEAD DWH-1 WATER HEATER 5 38,000 190,000 c, CONCEALED PENDENT SPRINKLER HEAD BTUH GALLONS/ TEMP RISE VENT IN G) RESIDENTIAL PENDENT SPRINKLER HEAD NO. SERVICE TYPE HOUR FUEL TYPE ELECTRIC DESIGN MAKE AL CONNECTED LOAD 190,000 BTUH INPUT RECOVERY DEG F INCHES o QUICKUPRIGHT SPRINKLER HEAD 190 CFH - CONN. LOAD DWH-1 DOM TANK 39,000 41.5 90 NG 3 - GAINT UG40-38TFPDV1-N2U F � QUICK RESPONSE UPRIGHT SPRINKLER HEAD A SIDEWALL SPRINKLER HEAD FIXTURE SCHEDULE DWH-2 DOM TANK - 18.5 100 ELEC - 240 A.0 SMITH PNT-55 A DRY SIDEWALL SPRINKLER HEAD BATHROOM O RESIDENTIAL SIDEWALL SPRINKLER HEAD DESCRIPTION LOCATION SK ASSORTED REMARKS PUMP SCHEDULE • ® EXTENDED COVERAGE SIDEWALL SPRINKLER HEAD WC LAV BT/SH FD TYPICAL APARTMENT TYPICAL WC-A LAV-A BT-A - SK-A - MOTOR VERTICAL SIDEWALL SPRINKLER HEAD HEAD FT ►� BACK T'0 BACK ATTIC SPRINKLER HEAD APARTMENT, ADA WC-B LAV-B SH-A FD-A SK-B - NO. LOCATION SERVICE GPM WATER TYPE DESIGN MAKE title W/ SHOWER HP VOLTAGE PHASE RPM O SINGLE DIRECTIONAL ATTIC SPRINKLER HEAD COMMUNITY RM - - - _ _ BP-1 CB DOMESTIC 250 130 15 208 3 - ELEC GRUNDFOS MPC-E 2CR45-2 SCHEDULES e HIP ATTIC SPRINKLER HEAD SK-C LAUNDRY RM FD-A SK-D WMF FP-1 PUMP HOUSE FIRE 1500 140 86 200 3 1760 DIESEL ARMSTRONG HSC-8x6xl5NF-8 �— DRAIN VALVE PUBLIC TOILET RM WC-C LAV-C - FD-A - - RCP-1 - DHW RECIRC 2 12 1/25 120 1 - INLINE GRUNDFOS UP15-18 B5 SYMBOLS —�� CHECK VALVE CORRIDOR - - - - - EWC-A - - - - - - - - _ --D1a— PRESSURE REDUCING VALVE JANITOR'S CLOSET - - - - - MB-A & NOTES RELIEF VALVE BACKFLOW PREVENTER (BFP) PLUMBING SHUT-OFF VALVE WITH TAMPER SWITCH (TS) SHOCK ABSORBER SCHEDULE FLOW SWITCH (FS) FIXTURE CONNECTION SCHEDULE - COMMUNITY BLDG FIXTURE AND EQUIPMENT CONNECTION SCHEDULE NOQ PRESSURE SWITCH (PS) FIXTURE UNIT SIZE IN drawn b DRY PRE-ACTION ALARM VALVE ' PDI SYMBOL RATING INCHES COLD HOT WASTE OR � y� NAJ DESIGNATION DESCRIPTION VENT REMARKS COLD HOT WASTE OR WATER WATER SANITARY DESIGNATION DESCRIPTION VENT® REMARKS ALARM CHECK VALVE WITH TRIM (ACV) SA-A 1 - 11 1/2" A WATER WATER SANITARY SK SINK 1/2" 1/2" 2" 1 1/2" checked by: NAJ FIRE DEPARTMENT VALVE (FDV) SA-B 12 - 32 3/4" B LAV LAVATORY 1/2" 1/2" 1 1/2" 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" 1 1/2" 1 1/2" 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" 11/2" SA-E 114 154 1 1/2 E EWC ELEC. WTR. COOLER - 1/2" 1 1/2" 1 1/2" project number: 10002 V FIRE DEPARTMENT CONNECTION (FDC) _ �� WC WATER CLOSET - 1/2" 3" 2" WMF WASH. MACH. FITTING 1/2" 1/2" 2" 1 1/2" scaled inch 'c' FIRE PUMP TEST HEADER SA-F 155 - 330 2" F MB MOP BASIN 3/4" 3/4" 3" 11/211 BT BATHTUB 1/2" 1/2" 1 1/2" 1 1/2" f INSPECTOR'S TEST CONNECTION (ITC) I I ISHR SHOWER 1/2" 1/2" 2" 11/2" sheet number FIRE HYDRANT (FH) NOTES: I I ----d ® 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. BUILDING C ® FIRE EXTINGUISHER + + +- 41 + +6 + I- — I H P -000 ENGiNEERiNG 4 Mechanical/Electrical Engineering Consultants nD - M/E Project#170412 Rochester I Buffalo I Syracuse I Schenectady 150 N.CHESTNUT ST. 585.288.5590 3)L.0 � 1 t 21'd V ROCHESTER NY 14604 www.meengineedng.com BEATTY HARVEY COCO A R C H I T E C T S , L L P NEW YORK I MARYLAND M 1300 Walt Whitman Road, New York, 11747 ¢� i A p:(631)300-1010 owner/developer BLDG. 1 Conifer Realty e 500 (TYPE C) 1000 Univer Rochester, NYy Avenue t14607 585.324-0500 ti civil engineer LKMA 437&405 South Country Road Brookhaven,NY 11719 631.286.8668 m.e.p. &f.p. LANDBANKED PARKING M/E Engineering, P.E. • ° B 150 North nut Street Rochester, NY 14604 585.288.5590 0 structural en 0 TDM Consulting Engineerin 550 North County Road,Suite? Saint James, NY 11780 631.686.5234 s s \ 1. BLDG.2 key pp�� (TYPE B) X m TRUE NORTH A a DO ib OO 0 0 or\ a ° 00 O 0�i O project O 00 O� oe_ VINEYARD VIEW ti BLDG. 3 D (TYPE B) VILLAGEBLDG.4 County Road 48 SQUARE (TYPE A) •s Greenport, NY 11944 seal BLDG.6 N E o • . (TYPE D) OF D o I U mss+ 0 6 97 A3 C; A�Oj`ES510��P 0 0 issued date descripti E on E 0 D ANK 1 03/14/19 Issued for Construction COMMUNITY �,----,\ CENTER& LEASING OFFICE g BLDG. 7 P - 1 0 (TYPE D) > 5 4 ti .y BLDG. 5 F l- (TYPE A) n + 0 0 title FIRE & BOOSTER PUMP PLAN Gk -I drawn by: NAJ checked by: NAJ scale: - project number: 10002 PUMP SCHEDULE scaled inch N0. LOCATION SERVICE GPM HEAD FT MOTOR TYPE DESIGN MAKE sheet number WATER HP VOLTAGE PHASE RPM BP-1 CB DOMESTIC 250 130 15 208 3 - ELEC GRUNDFOS MPC-E 2CR45-2 FP-RCP 11 PUMP HOUSE DHW IRE RECIRC 152 0 12 1 25 120 1 200 3 1760 DIESEL INLINE GRUNDFOSGUP 5 18xB5 HSC -8 BUILDING C I- '_ �__ 11 + + + + + 7T + 9 H P -0002 F_ 6+- GENERAL NOTES: DRAWING NOTES: � � _ _ ENG�NEER�NG t4 A. COORDINATE ALL SANITARY / DOMESTIC WATER O 3" SAN STACK UP TO SECOND FLOOR /FIRE PROTECTION AND NATURAL GAS Mechanical/Electrical Engineering Consultants CONNECTION WITH SITE PLAN. O 3" SAN UP TO WC M/E Project#170412 M. PLUMBING SCOPE TO END 5'-0" Rochester I Buffalo I Syracuse I Schenectady OUTSIDE THE BUILDING O3 3" PTRAP UP TO FD 150 N.CHESTNUT ST. 585.288.5590 dow144tbL41 lit4 ROCHESTER,NY 14604 wvw.meengineeHng.com ® 2" SAN STACK UP TO SECOND FLOOR O5 2" SAN UP TO SK © 2" P-TRAP UP TO SH / FD BEATTY HARVEY COCO ARC H I T E C T S , LLF 07 1 %2 P-TRAP UP TO BT NEW YORK I MARYLAND 8 1 i/2" WET VENT UP TO LAV 1300 Wait Whitman Road, New York, 11747 l q p: (631)300-1010 90 2" VENT UP -� owner/developer 10 WATER SERIVCE UP TO METER Conifer Realty 1000 University Avenue Suite 500 11 FIRE SERVICE UP TO BACKFLOW DEIVCE / METER Rochester, NY 14607 12 3" NATURAL GAS MAIN UP 585.324-0500 civil engineer LKMA 437&405 South Country Road Brookhaven, NY 11719 631.286.8668 m.e.p. &f.p. WE Engineering, P.E. B I _ I R 150 North Chestnut Street ® ® ® ® Rochester, NY 14604 585.288.5590 structural engineer TDM Consulting Engineering g D D 550 North County Road,Suite Saint James, NY 11780 631.686.5234 key ,. T RUE I11 m • ( I 8 C D D � 1 NORTH I 10 ( C E)L 2 E - 1 I ® ® 6 ��■ $ $ F1 f ( 1N 2 7 0 - C 0 ( , Oz-n8 E OC E C project 1 I O 2�� gB 1 °E VINEYARD VIEW ® 0 2" ' ® ® ° 6 ° $ $ 6 B —I— 6 2.. 6 2 0 E County Road 48 60- OE s E 7 2 9 O 2..° Greenport, NY 11944 1 � °C C °C C C 2„ seal 6 E ------� � $ B o O � E O O OE 3 $ $ ° " 311 311 3.. 2 1 2 �} Y C 0 q SAN � - q SAN SAN 3.. SAN SAN 00, L 411 Y C 0 0 21 5 � 0 2 N> O�� OC ° O 4�� O 5 � G� E - E 4 t� 3� 4" C C 4 21 E issued date description - O O 12 C 2" s 1 03/14/19 Issued for Construction 0 OC O 0 O O 0 A $$ sQy 2" $$ o � o O OE 4 A 5 ;; ® C i 411 1z M < y y El OC ° ° O C title ® $ 3 3 ® BUILDING C UNDERGROUND D D D D $ FLOOR PLAN �D ° 3 ° IT Yco �D PLUMBING oC + drawn by: NAJ ® checked by: NAJ ® ® D D scale: AS NOTED project number: 10002 scaled inch sheet number 13 1 UNDERGROUND FLOOR PLAN -PLUMBING BUILDING C SCALE: 114"=1'-0" p - 1 41 + 61 7I– + g H • F— GENERAL NOTES: DRAWING NOTES: ~ . � ENGiNEERiNG A. REFER TO RISER DIAGRAMS ON P-200 FOR WASTE PIPING. 1 3" SAN STACK AND 2" VENT UP. Mechanical/Electrical Engineering Consultants O M/E Project#170412 " *" B. COORDINATE ALL CONNECTIONS TO THE WATER HEATERS O2 2" SAN STACK AND 2" VENT UP. Rochester I Buffalo I Syracuse I Schenectady IN MECHANICAL ROOMS. 150 N.CHESTNUT ST. 585.288.5590 ib- ,� ! r. O1 V2" VENT UP. ROCHESTER NY 14604 www.meengineering.com ® 2" NATURAL GAS MAIN UP. O5 3/4" COLD WATER SUPPLY DOWN TO WAL HYDRANT. BEATTY HARVEY COCO © %4" COLD WATER SUPPLY DOWN TO WATER HEATER. A R C H I T E C T S , L L P NEW YORK I MARYLAND 70 Y4" COLD WATER SUPPLY UP TO WATER HEATER. 1300 Walt Whitman Road, New York, 11747 ® %4" NATURAL GAS DOWN TO WATER HEATER. A p:(631)300-1010 owner/developer O9 REFER TO DETAIL 2/P500 FOR NATURAL GAS METER INSTALLTION. 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 4 1 7 (�7 4 4 C ( 7' '� 4 (_ 4 m.e.p. &f.p. P200 P200 7rP200 P200 P200 P503 P200 P200 P200 M E En ineering, P.E R 150 No h Chestnut' ® Rochester, NY 14604 585.288.5590 structural engineer TDM Consulting Engineerinq� 550 North County Road,Suite 39 D D Saint James, NY 11780 631.686.5234 ® $ $ ® ® 11 ® J ® _ I D 0 key W I ) 1 —'" TRUE 1 D p ( I NORTH ji OV -- -- I 1 E $ I ® ® ! 6 - ---- --- — $ I $, ----- ------- I ) I 1 F1 _ � I I ) F1 • QE QC � O ( 4 C ( ( I Q FO project O E 1 I / Q C O I B 8 1 ° B i VINEYARD VIEW 0 1 O ® 6 ® 6 Ot/1 t o r 1 O B 5 ° -- -- ----- $ O B D County Road OE QE ! ! 2" j n ® OE ! Greenport, NY 81944 r , I I r C ,� I I QC 11 ® C C ------- I O ! C -------------- 1 � 1 seal ' Q O 2" I Q C° - I �� WH _ • QE - ---------------� ---- 1 E -- _o, I O B `--- -- 7 D WH ' I � 8 OB 3 r — — — 3 O 0 U A O A - - --- 6 ; O 9 97 a ✓, C O oA� I --- --------Q—� C O 2 ----------- C OC Y14E ------ O ` I O ° O — -- - - 2 �� I issued date description �- 2 � 2 I I O 0 j C QC 2 E r — ----- -------- _� O 4 — — 1 03/14/19 Issued for Construction C O o o AQ $$ O 40 ------- , O 2 127�E O ------ - - - n I '0C o 10C ® r I t%�--------------- - --- 10 E, OC O ° -- - - C title $ 3 3 $$ BUILDING C °C $ FIRST FLOOR PLAN �D �D �D �D $$ PLUMBING D D 3 D D c O C ® C °C 5 ® ® O FP —� drawn by: XXX $$ $$ ® ® checked by:® _ XXX scale: 1/4 V-0" D D FDCH project number: 10002 9 6 5 6 9 scaled inch P200 P200 ® 00 ® P200 P200 sheet number FIRST FLOOR PLAN -PLUMBING BUILDING C SCALE: 114"=1'-0" 0 51 + +8 H • 9 � GENERAL NOTES: DRAWING NOTES: ENGNEERiNG Mechanical/Electrical Engineering Consultants A. NATURAL GAS PIPING ROUTED IN THE ATTIC SPACE. O1 2 VENT DOWN WE Project#170412 Rochester I Buffalo I Syracuse I Schenectady B. REFER TO RISER DIAGRAMS ON P-200 FOR WASTE PIPING. O2 1 I/2" VENT DN 150 N.CHESTNUT ST. 585288.559010 � �!'1 � ROCHESTER NY 14604 www.meengineenng.com C. COORDINATE ALL CONNECTIONS TO THE WATER HEATERS O3 4" VENT THRU THE ROOF IN MECHANICAL ROOMS. ® 2" NATURAL GAS MAIN DOWN. r D. DOMESTIC WATER PIPING SHALL NOT BE ROUTED IN THE ATTIC SPACE. O3' BEATTY HARVEY COCO 5 74 COLD WATER SUPPLY DOWN . E. WATER HEATER INTAKE AND EXHAUST VENTS SHALL A R C H I T E C TS , L L P BE ROUTE THRU THE ROOF. ® 3/4" COLD WATER SUPPLY TO WATER HEATER. NEW YORK I MARYLAND q� O7 3/4" NATURAL GAS DOWN TO 1ST AND 2ND FLOOR WATER HEATERs. 1300 Walt Whitman Road, New York, 11747 I 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 4 1 7 7 4 4 C 7 7 4 ("-4 m.e.p. &f.p. M/E Engineering, P.E. P200 P200 P200 P200 P200 P503 P200 P200 P200 150 North Chestnut Steet 585.288.5590 FFr structural engineer TDM Consulting Engineerin 550 North County Road,Suite D D Saint James, NY 11780 631.686.5234 ® ® ® ® key �r TRUE NORTH D D II J II ® ® ® ® o I (L—J LJ I OC OE project [I- - O 3 B ' 1 s 2" B 3 VINEYARD VIEW o f i O ® D B ' $ ® O 2t o 3 --- -- ------- IL $ °2 0 B D I 1 I ( I 5 I� , 2„ �, I + County Road 48 I ,�„ I 3 -7 0 I ( , 3 I Greenport, NY 11944 1 1 I ( I � I seal 1 s 2 E:1 2 ii OC Oc 11 ! s O F ! I o NFtti r Cr A I O B ! i I A C (P wAI 2 2 E o --- ----------Q--� � o 3 B B -I __________ O �- ---- - -- --------------------- '10 — + ------------- ---------- - ---O�r- I I O I ------------ - E1 , i °_ „I I I 2 i 4 issued date description 11/21 I O O ( 2�� O O --� C _ 2 1 03/14/19 Issued for Construction 1.- Al11 y 2" 2" 2" J-1 4-74— j 1 ! ' CC lil EOC ----------------- ---- j I'I OE � OE title BUILDING C SECOND FLOOR PLAN PLUMBING OE ® OE G drawn by: NAJ ° ® ° checked by: XXX scale: AS NOTED project number: 10002 scaled inch 6 5 6 9 sheet number II III IRWIN �2O P200 P200 P200 P200 � SECOND FLOOR PLAN -PLUMBING BUILDING C P-1.�2 SCALE: 114"=V-0" P - 1 . 02 ENGNEERiNG ® (C..�Mechanical/Electrical Engineering Consultants WE Project#170412 Rochester I Buffalo I Syracuse I Schenectady 150 N.CHESTNUT ST. 585.288.5590 J4 b i• q # '"' �""el ROCHESTER NY 14604 www.meengineenng.com 4" GENERAL NOTES: DRAWING NOTES: BEATTY HARVEY COCO A. LOCATE ROOF PENETRATION OUT OF SITE O1 4" VENT THRU THE ROOF A R C H I T E C T S , L L P FROM THE FRONT OF THE BUILDING. NEW YORK I MARYLAND O2 3" WATER HEATER INTAKE THRU THE ROOF 1300 Walt Whitman Road, New York, 11747 3O 3" WATER HEATER EXHAUST THRU THE ROOF 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 NR nut Street the terrth ,NY 14604 —j= 585.288.5590 structural engineer TDM Consulting Engineering 550 North County Road,Suite Saint James, NY 11780 631.686.5234 key TRUE NORTH son a a project VINEYARD VIEW County Road 48 Greenport, NY 11944 1 seal OF N v AIV 0 CC 1" 0 F 7N5 E A E issued date description 1 03/14/19 Issued for Construction I FF title BUILDING C ROOF PLAN PLUMBING —I drawn by: NAJ checked by: NAJ scale: AS NOTED project number: 10002 scaled inch sheet number ROOF PLAN -PLUMBING BUILDING C ,08 SCALE: 114"=1'-0" P - 1 1 t + 3T 4 51 + 7T + g H • 1 21 31 4 5 61 71 81 ti ENGiNEERiNG Mechanical/Electrical Engineering Consultants WE Project#170412 Rochester Buffalo I Syracuse I Schenectady 150 N.CHESTNUT ST. 585.288.5590 ROCHESTER NY 14604 www.meengineenng.com 44 14.0 je- i 4" VENT THRU ROOF 4" VENT THRU ROOF 4" VENT THRU ROOF BEATTY HARVEY COCO ARCHITECTS , L L P PAINT EXPOSED VENT & PAINT EXPOSED VENT & PAINT EXPOSED VENT & NEW YORK I MARYLAND FLASHING, COLOR AS I FLASHING, COLOR AS FLASHING, COLOR AS III SELECTED BY ARCHITECT 1 I 1300 Walt Whitman Road, New York, 11747 A JI` ATTIC III SELECTED BY ARCHITECT I SELECTED BY ARCHITECT ATTIC I ATTIC I ATTIC A p: (631)300-1010 owner/developer 9-3" Conifer Realty L- L- L- 1000 University Avenue Suite 500 Rochester, NY 14607 585.324-0500 --- -- -------- - _ __ 11/2 11 1 �� I �-------�------ --�--- rte., �- -� --- -�-- --------�-------� /2 I I I 11/2 1 tel'/2" ( I 11/2"� I tel'/2" ( ( civil engineer „ II I /2 ••� GAS 3 1 1 1 �1.1p i i I WATER � i i �1 I/z311 1 211� i i i 3"�I 1 %2"-� i i i 437&n405 aI I `LAV I 1 Y21� ( ' I " I '� 1 SLAV I 11 South Country Road 1 /2 SAV, I �; 1 SLAV- ' 1 �2 �� I I I 1 /2 �I I I HEATER I I 1 1 I 1 I 1 1 I WC LAV TUB/SHR SK Brookhaven,NY 11719 I I �1 I I �I I WC I X211 APARTMENT I/2" I I I I/211 /2If 631.286.8668 211 I ISOLATION 1 VALVE 1 2" WC WC 211 I I SSS 211 1 m.e.p. &f.p. B I 311 211 I - 1211 Bi 2nd FLR 11 2ND FLR 2nd FLR �T 11/211 II 14211 11 I 11 211 I 11 11 B� 1 11 211 I 1 11 iEngineering, �4 ____ J 3 3 __/2 2nd FLR I 344 1 _ 2 B 2nd FLR B M�0 Noah Chetnut Street I00. C1 1 I V211 Y211 1/2'1 111 -Y2" I �1 '/2 11 1„ -E-C,W MAIN I Rochester, NY 14604 /2 /2 4 I 1 /2„ 585.288.5590 —•: /411 APARTMENT I _• I structural engineer 1 I ISOLATION I TDM Consulting -� - -------- .. VALVE Engineerin? __� ( 550 North County Road,Suite r------- �-- - -r----- --- *-------- �- - --� , I Saint James,NY 11780 1 i/2°A I __ l 11 SH-ADA i/211 I/21i/2' j I -- i A-1 1/21, 1 Y211j i-- I 1 Y2'1j I -- I I 631.686.5234 „ I I �� I " I 11 1 11 I I 2 I '-Y211 �� GAS I I /2 _ I I /2 I 11 11 WATER 1 Y2 _ J /2 /2 _ I 1 I/211 %2 1 L 1 1X211 11 L I 11 L Z cQn z 1 I 11 2 2 I/2 HEATER i 11 I I I/211 Y211 I I I 11 Q Y211 I I 211 /2 V) /z I 3" I i z i 1 311 � I i 311 I I key 1 211 211— � 211 U I - TRUE WPCCt WC 2�� LAV I �� WC LAV TUB/SHR SK 1 11 I b WC WC 1 WC I 1/2 11 LAV 11 WPCO �� LAV 11 11 WPCO II LAV I, 11 11 NORTH 3" F� 2 1st FLR 1ST FLR 1st FLR /2 /2 C `----- 3 3 1st LR 3 1 1st FLR � C GENERAL NOTES: GENERAL NOTES: GENERAL NOTES: GENERAL NOTES: 0 A. DRAINS: A. THIS DIAGRAM BASED ON THE USE OF COPPER PIPING. A. DRAINS A. DRAINS REFER TO DETAIL 1/P501 FOR TYP UNIT PEX PIPING. SEE HCR PEX PIPING DETAIL IF PEX IS TO BE USED. REFER TO DETAIL 1/P501 FOR TYP UNIT PEX PIPING. REFER TO DETAIL 1/P501 FOR TYP UNIT PEX PIPING. B. PROVIDE SHOCK ABSORBERS ON HOT AND COLD WATER BRANCH LINES IN ACCORDANCE WITH THE SHOCK ABSORBER SCHEDULE ON THE DRAWINGS AND MANUFACTURERS project RECOMMENDATIONS. 1 BATHROOM ADA 2 WATER RISER DIAGRAM - TYP 3 BATHROOMS SIDE BY SIDE BATHROOMS SINGLE VINEYARD VIEW P200 P200 SCALE: NONE P200 SCALE: NONE P200 SCALE: NONE D SCALE: NONE D County Road 48 Greenport, NY 11944 seal OF NE `F. D /y ATTIC ATTIC G ATTIC G ATTIC ATTIC 1 1 �1 1 V NT // I EXTEND TO EXTEND TO EXTEND WATER HEATER EXTEND WATER HEATER I T021st LR EXTEND TO �+ o� l A3 - MAIN VENT MAIN VENT TOATHE ROOFXHAUST 1/2 11 I I I I VENT S ACK f"0/ 1 IN AKE AND EXHAUST 211 Gq5 BATHRO M MAIN VENT -------- II I II ---------r -------- • I 1 11 WTR E 1211 1`211 HTR I WTR4 1211 E issued date description HTR I 40 GAL. SK AS 1%211 I�� SK SK 1211 GAS I cGa • i 1 03/14/19 Issued for Construction v 1 I I I OA 3" 1 2" I CONDENSATE I CONDENSATE NEUTRALIZER I NEUTRALIZER Y211 I Y211 2nd FLR V2112nd FLR I I 1Lc�1 I 1 2nd FLR 2nd FLR 2nd FLR AIR GAP N 1 Ile" VENT 211 EXTEND WATER HEATER 1 TO 1st FLR 1 INTAKE AND EXHAUST 1 I I BATHROOM TO THE ROOF I VENT STACK %211 ZI I 11 Y2" 1 I 11 1 '/2" i WTR 4 F Y2 1 I 1 HTR I F T411 1 1211 h SK 11/2 h I GAS SK I .�J L-- TJJ - I-IJ 1 00 I 3 1 1 �b 311 bSK I — I ~� WPCO �� title WPCO 3" 1st FLR WPCO 2�� 3" 1st FLR I 1st FLR 1st FLR WPCO 14 1st FLR RISER, DIAD RAM 2" —u�—,�— --� w—� 211 AIR GAP----FD 11-1 11-1 I-1 I -1 II I L-1 I I 11-111=11E111=11 -I1 I I-1 I I 211 211211 PLUMBING GENERAL NOTES: GENERAL NOTES: GENERAL NOTES: GENERAL NOTES: GENERAL NOTES: A. DRAINS: A. DRAINS: A. DRAINS: A. DRAINS: A. DRAINS: REFER TO DETAIL 1/P501 FOR TYP UNIT PEX PIPING. REFER TO DETAIL 1/P501 FOR TYP UNIT PEX PIPING. TRAP COOLING CONDENSATE & VENT HEATING CONDENSATE TRAP COOLING CONDENSATE & VENT HEATING CONDENSATE REFER TO DETAIL 1/P501 FOR TYP UNIT PEX PIPING. C UNLESS OTHERWISE REQUIRED BY EQUIPMENT MFR. UNLESS OTHERWISE REQUIRED BY EQUIPMENT MFR. C B. ROUTE ALL PIPING TO ALLOW REMOVAL OF EQUIPMENT OR B. ROUTE ALL PIPING TO ALLOW REMOVAL OF EQUIPMENT OR drawn by: NAJ PROVIDE UNIONS IN PIPING TO ALLOW REMOVAL OF PROVIDE UNIONS IN PIPING TO ALLOW REMOVAL OF checked by: XXX EQUIPMENT WITHOUT CUTTING PIPING. EQUIPMENT WITHOUT CUTTING PIPING. C. PROVIDE AIR GAP BETWEEN CONDENSATE PIPING AND C. PROVIDE AIR GAP BETWEEN CONDENSATE PIPING AND scale: 1/8"= l'-O" FLOOR DRAIN. FLOOR DRAIN. project number: 10002 scaled inch sheet number 5 SINK SIDE BY SIDE s SINK TWO STORY 7 MECH ROOM s MECH ROOM 1 (4 SINK - ONE STORY 10 - SCALE: NONE P200 SCALE NONE P20 P200 0 SCALE NONE P200 SCALE NONE 0SCALE NONE P200 SCALE NONE BUILDING C 31 4T + 61 + + 9 H ENGiNEERiNG L:: IM Mechanical/Electrical Engineering Consultants WE Project#170412 Rochester I Buffalo I Syracuse I Schenectady ACCESS PANEL 150 H'CHESTNUT ST. 585.2885590 ROCHESTER,NY 14604 www.meergineering.com I I NOTES• MIN. 3' CLEARANCE, �� i DOOR SIZE NO OF 1 NO. BASED ON ACUDOR MODEL AS-9000 SEE NOTE C BEATTY HARVEY COCO \ VARIES �� 12 x 12 1 2. ADD 2 INCHES TO DOOR SIZE FORA R C H I T E C TS L L P 18 X 18 1 OUTSIDE DIMENSIONS OF FLANGES o0o NEW YORK I MARYLAND ❑ooioo❑ 24 X 24 1 000°°° 1300 Walt Whitman Road, New York, 11747 BOLLARD 4'-0" MAX. 24 x 36 1 A p: (631)300-1010 0 - - PLAN �/ E W owner/developer Realty VENT, RISE Conifer PLAN �'� CONCEAL D 1000 University Avenuer Suite 500 MIN. 3' CLEAR RADIUS, IN WALL/CHASE. Roches 585.324-0500 SEE NOTE C j BOLLARD �� \� civil engineer n` I LKMA PRESSURE REG. � `� � FLOOR DRAIN 437&405 TOP OF STRAINER FLUSH o WALL PENETRATION I i I BLOCKING BETWEEN STUDS / JOISTS I T FINISHED FLOOR South Country Road MAIN VALVE I I I FOR SUPPORT ON ALL SIDES OF PANEL Brookhaven,NY 11719 I 631.286.8668 ------____ -- I TRAP PRIMER FINISHED FLOOR GAS METER ANCHOR MOUNTING TRIM ON ALL CONN. OPTION I FOUR SIDES TO STUD, JOIST OR BLOCKING m.e.p. &f.p. M/E Engineering, P.E. SET FLANGE IN BEAD OF CAULK AND SEAL TO ; ° B Roches North Chestnu Street FINISHED SURFACE AIRTIGHT D• : • : • o• : ! D, D, D D ' D, • D D !c � ter, NY 14604 ELEVATION 585.288.5590 I DETAIL NOTES: I SCREWDRIVER OPERATED CAMLOCK structural engineer A. P.C. SHALL COORDINATE WALL PENETRATIONS WITH THE GAS PROVIDER. ' TDM Consulting Engineering I 550 North County Road,Suite? I 18 GA. STEEL DOOR & FRAME, WHITE ENAMEL —" CONDENSATE Saint James,NY 11780 B. P.C. TO PAINT ALL EXPOSED UTILITY AND P.C. INSTALLED PIPING, METER AND INDIRECT WASTE 631.686.5234 REGULATOR. COLOR TO BE SELECTED BY ARCHITECT. ------------- I I PRIME COAT W/ CONCEALED HINGE & CONNECTION CLOSED CELL GASKET SANITARY PIPING, C. EXTEND PRESSURE REGULATOR VENT TO SAFE LOCATION WHERE OUTLET IS; '�1 JSTUD OIST OR I i SIZE PER PLANS LESS THAN 18" ABOVE GRADE, WITHIN 3'-0" OF SPARK SOURCE OR OPENING 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. - PROVIDE ADDITIONAL BOLLARD(S) WHERE THE BOLLARD CENTERLINE DISTANCE IICC 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 B. PROVIDE BLOCKING WHERE THERE IS NO STRUCTURAL MEMBER TO ANCHOR OPTIONS - FUNNEL, TRAP PRIMER CONNECTION E. WALL PENETRATIONS INTERIOR MOUNTING FRAME. ro - NON-MASONRY WALL* PROVIDE COATING OR WRAP ON PIPING AT WALL C. SEE ARCHITECTURAL PLANS FOR FLOOR FINISHES AND SLOPES RRA: PENETRATION TO PREVENT CORROSION AND SEAL TO WALL WATERTIGHT. C. LATCH OPTIONS: CYLINDER LOCK, ALLEN HEAD OR SPANNER HEAD LATCH w - MASONRY WALLS: PROVIDE NON-CORROSIVE SLEEVE THRU WALL & MATERIAL OPTION: STAINLESS STEEL W/ SATIN FINISH D. DESIGN BASIS: J.R. SMITH *2005, 2010 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 3 ACCESS PANEL DETAIL - GASKETED ¢ FLOOR DRAIN DETAIL - W/ INDIRECT WASTE ° 5.0 SCALE NONE XXX 5 O SCALE: NONE 5.05.0 SCALE NONE FLANGED W/ GASKET SCALE NONE project VINEYARD VIEW f- County Road 48 Greenport, NY 11944 seal I E W DANi ---� CW SOURCE r BALL VALVE WTR �F , HTR �F p6 C)1Nl�5 UNION �`'or COPPER TUBING, TYPE L, GAS PIPING - T&P RELIEF VALVE INSULATED 3/q" CONNECTION - �— SEE PLANS E issued date description FOR SIZES O OOQ ADJUSTABLE 1 03/14/19 Issued for Construction O 00 %2" PEX TUBING, WALL CLAMP SHUT-OFF VALVE, UNINSULATED FULL LINE SIZE MANIFOLD LOCATED IN UNIT, ,, WITH ACCESS DOOR VACUUM BREAKER 0 ADA WATER CLOSETSVALVE KEY , r___i FLUSHING MECHANISM o DRAIN PAN - -------- SHALL BE AT WIDE SIDE i i OO OF STALL OR ROOM `a EXTEND DRAIN TO FD , LAV I r 1 FINISHED FLOOR K.SINK F HIGH SUPPLY ROUGH-IN IF TO KEEP SUPPLY WC + ESCUTCHEON CLEAR ANCHOR FLANGE TO OF MOLDING UNION PROVIDE TEE & FUNNEL FOR BATHTUB // STRUCTURE & SEAL DIRT LEG, T&P RELIEF W/ AIR BREAK �________J PERIMETER OF FLANGE FULL LINE SIZE, AT CONNECTION TO WALL WATERTIGHT ... . .. ._ . . .. BASE MOLDING IN. 6" LONG, W/ CAP title — — DETAIL NOTE: WALL SECTION ELEVATION DETAILS FIN. FLOOR 8" S MIN. DETAIL NOTE A. FEX 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 C. P.C. IS RESPONSIBLE FOR FINAL CONNECTIONS D. TOE CONNECTOI S OR UNIONS SHALL BE INSTALLED BETWEEN THE MANIFOLD AND TERMINAD. 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: 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. 0 � F. SYSTEM SHALL BE PRESSURE TESTED TO 100 PSI FOR A MINIMUM OF 4 HOURS drawn by: NAJ E. STAND SHALL BE PROVIDED TO ELEVATE WATER HEATER A MINIMIUM OF B. SEE ARCHITECTURAL PLANS FOR WALL MATERIALS & THICKNESS. 18" AFF WHERE THE WATER HEATER IS LOCATED IN A GARAGE OR IN G. LABEL EACH MANIFOLD VALVE TO INDICATE FIXTURE SERVED WALL HYDRANT CASING LENGTH TO MATCH WALL THICKNESS. checked by: XXX A ROOM WITH A DOOR INTO A GARAGE. C. PIPE SIZE PER PLANS scale: AS NOTED project number: 10002 5 WATER CLOSET INSTALLATION DETAIL6 WATER HEATER PIPING DETAIL - RESIDENTIAL GAS g 0 PEX PIPING - HCR REQUIREMENTS $ WALL HYDRANT DETAIL - RECESSED scaled inch SCALE= NONE HIGH SUPPLY ROUGH 5.0 SCALE= NONE TANK TYPE, APARTMENT 5 SCALE: NONE DBL BOWL W/ DISHWASHER 5.0 SCALE: NONE DBL BOWL W/ DISHWASHER sheet number BUILDING C 4� ST 61 + g H P -5 . 00 ENGiNEERiNG Mechanical/Electrical Engineering Consultants M/E Project#170412 Rochester I Buffalo I Syracuse I Schenectady 150 N.CHESTNUT ST. 585.288.5590 ,�' J 'J'2 9 '* ROCHESTER NY 14604 www.meengineering.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 A, iA p:(631)300-1010 owner/developer Conifer Realty 1000 University Avenue Suite 500 Rochester, NY 14607 i/2" HW, CW 585.324-0500 SUPPLIES -T- 'T' I I � I civil engineer 1Y2" VENT i i FAUCET LKMA vi i i SUPPLY ELBOW W/ 437&405 South Country Road 1 � SINK VENT VENT 1 VACUUM BREAKER� BLOCKING AND PROVIDE BLOCKING & NY 11719 I i I I DROP-EAR ELBOW DROP-EAR ELBOW, Brookhaven,2286..86688668 6318 I 1 I TYPICAL SHOWER WAND ON 1 i i COPPER RISER SUPPLY ELBOW W/ f VERTICAL SLIDE BAR m.e.p. &f.p. SINK W/ 1 (PEX NOT ALLOWED) ,".VACUUM BREAKER M/E Engineerin , P.E. B� � I � DRAIN OFFSET II B 150 North ChestnutStreet TO BACK, 585NY 14590 DISHWASHER CUP STRAINER CONTROL VALVE VERTICAL SLIDE BAR Rochester, NY 14604 CONTROL VALVE 1 %2" P-TRAP GRAB BAR TUB SPOUT structural engineer TDM Consulting Engineering BEDDING COMPOUND g SUPPORT FIXTURE COPPER DROP PIPE Saint James, NY 11780 AROUND DRAIN TO 1 550 North County Road,Suite 11 FIN. FLOOR ANCHORED TO BLOCKING (PEX NOT ALLOWED) 631.686.5234 i I KNEE SHIELD WASTE a 1%2" WASTE BEDDING COMPOUND L CONNECTION I I PER SHOWER MFR. I I (FOAM NOT ALLOWED) ,T. DRAIN � f HW SUPPLY i FIN. FLOOR _ __ ___ key CONNECTION 1 1 . . . . . . I[ L TRUE CETAIL NOTES WASTE �I WASTE NORTH PATCH FLOOR AT DRAIN BEDDING COMPOUND CI A. PROVIDE AIR GAP KIT ON DISHWASHER DRAIN HOSE WHERE REQUIRED BY CODE SECTION ELEVATION TO MINIMIZE HOLE SIZE & PER PATCH FLOOR AT DRAIN TO MINIMIZE FOAMATHNOT UBMR. PROVIDE SUPPORT FOR ALLOWED) —�B. SEE SPECIFICATIONS FOR FIXTURES, EQUIPMENT AND ACCESSORIES, BEDDING COMPOUND HOLE SIZE & PROVIDE SUPPORT FOR � o I.E. FAUCET SPRAY, SINK BOWL QUANTITY, DISPOSER, DISHWASHER . . . BEDDING 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 DETAIL NOTES: DETAIL NOTES: FITTING ON FOOD DISPOSER. C. 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. ° PIPING AS SHOWN. DO NOT PROVIDE CENTER DRAIN OR BAFFLED WASTE PIPING. I.E. SHOWER BAR W/ WAND, VALVE, SOAP DISH I.E. SHOWER ARM, VALVE, SPOUT 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 D 5.0 SCALE: NONE XXXX 5 0 SCALE NONE 5 0 SCALE: NONE HAND WAND 5 0 SCALE: NONE - p County Road 48 Greenport, NY 11944 seal _ �F N E A Ir MOP HANGER „ ., ILI ------ ----------- ------- 3 4 6 FO 0697 BLOCKING IN WALL, TYP. SPOUT BRACE __ E issued date description I MOP BASIN FAUCET, OFFSET VENT PIPING ADA MIRROR, OFFSET VENT PIPING 1 03/14/19 Issued for Construction ----- --- J ANGLED CENTER OVER FIXTURE WHERE REQUIRED WHERE REQUIRED TO AVOID RECESSED TO AVOID RECESSED MEDICINE CABINET MEDICINE CABINET i~ i 11/2” VENT WMF BOX I I MIRROR CABINET i/ HW- " W �6PI PLY HOSE & HOSE HOOK MIRROR ;&PLY FAUCET W/ CABINET POP-UP WASTE POP-UP STRAINER (APTS.) II POP-UP STRAINER (APTS.) -- --- GRID STRAINER (PUBLIC) BOWL INTEGRAL GRID STRAINER (PUBLIC) I 1 I I I I RIM GUARD I I TO COUNTERTOP I BETWEEN 11 STUDS I I I I — SEAL TO FLOOR AND WALL 2" MOP BASIN AT ALL JOINTS 1II I ADA REQ'D ACCESS, j KEEP CLEAR OFFSET TAILPIECE II 3" I INSULATE WASTE & ----J SUPPLY PIPING i i I I title I I FIN. FLOOR i i FIN. FLOOR DETAILS I I DETAIL NOTES: 1 1 I I I I A. PROVIDE RIM GUARDS ON ALL EXPOSED MOP BASIN EDGES WASTE WASTE !1 2" DRAIN i i 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 BOTTOO 2. MOP HANGER, 3' WIDE, S.S., w/ 3 RUBBER TOOL GRIPS W/ TRAP GUARD DETAIL NOTES A. PROVIDE ESCUTCHEON AT EACH WALL PENETRATION. FINISHED --� drawn by: NAJ A. PROVIDE ESCUTCHEON AT EACH WALL PENETRATION. B. P-TRAP SHALL BE INSTALLED TIGHT TO WALL, AND PARALLEL TO FLOOR WALL AS SHOWN. checked by: XXX C. COUNTER MOUNTED LAVATORY SHOWN. scale: PIPING IS SIMILAR FOR WALL MOUNTED LAVATORY. D. CONFIRM FAUCET DOES NOT BLOCK CABINET DOOR OPERATION. project number: 10002 NEW 7/26/13 L7A-01 scaled inch 5 MOP BASIN DETAIL6 LAVATORY DETAIL - STD. 7 LAVATORY DETAIL - ADA s WASHING MACHINE DETAIL - PER HCR sheet number 5.0 SCALE= NONE CONCEALED VALVE 5.0 SCALE: NONE POP-UP DRAIN 5.0 SCALE: NONE OFFSET TAILPIECE 5.0 SCALE: NONE BUILDING C 1 1 T 2 T + + + +6 7 l� + 9 H P -5001 9 F_ ENGNEERNG Mechanical/Electrical Engineering Consultants M/E Project#170412 MW Rochester I Buffalo I Syracuse I Schenectady IF OFFSET LENGTH 150 N.CHESTNUT ST. 58S.288.SS90. W EXCEEDS 2'-0", ROCHESTER,NY 14604 www.meengineenng.com PROVIDE PIPE HANGER BEATTY HARVEY COCO A R C H I T E C TS L L P NEW YORK I MARYLAND 1300 Wait Whitman Road, New York, 11747 A 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 L civil engineer SE BRANCH TEE DEFLECTOR SHALL BE LKMA LINE 1" - 6" BELOW 437 &405 STRUCTURAL MEMBERS REDUCER South Country Road EXPOSED Brookhaven,NY 11719 UPRIGHT 631.286.8668 PIPE SIZE VARIES—\ ------------ - ----- -- F777/777'=,,-, ATTIC m.e.p. &f.p. B LENGTH OF SPRINKLER CEILING M Engineering, P.E. B 150 North Chestnut Street TEST VALVE IN IN HEATED SPACE TO - CONCEALED Rochester, NY 14604 READILY ACCESSIBLEDRY HEAD SEMIRECESSED BE PER MANUFACTURER zo LOCATION /-PLUG FOR TESTING REMOVE PENDENT PENDENT PENDENT 585.288.5590 0 AND INSTALL TEMPORARY ESCUTCHEON CONNECTION CEILING DRYWALLstructural engineer '� UNION TDM Consulting Engineering INSULATED WALL r� 550 North County Road,Suite I 450 ELBOW 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 r- PENDENT key SPLASH BLOCKSIDEWALL SPRNKLER HAD, W/ GUARD TRUE LJ TYPICAL IN ALLIROOMSENORTH IMMEDIATELY BELOW ATTICS & GENERAL NOTES: OTHER UNHEATED SPACES 20G A. DRY SPRINKLER MUST THREAD INTO TEE PER MANUFACTURER. DETAIL NOTES: CAP END OF TEE IF NOT USED. a 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. oD 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: A. WET SPRINKLERS AND PIPING SHALL NOT BE INSTALLED IN ATTICS & OTHER UNHEATED SPACES project VINEYARD VIEW INSPECTOR'S TEST CONNECTION DETAIL (DRY SYSTEMBALCONY PATIO SPRINKLER DETAIL SPRINKLER HEAD INSTALLATION DETAIL pl 5.0 SCALE: NONE SALE: NONE SCALE: NONE D County Road 48 Greenport, NY 11944 seal FIRE PROTECTION SYMBOL LIST C') SYMBOL DESCRIPTION FC FLUSHING CONNECTION FP— FIRE PROTECTION SERVICE (FP) —S SPRINKLER MAIN/BRANCH PIPING (S) 0(' 7 CHECK VALVE FIRE PROTECTION: —D— SPRINKLER DRAIN PIPING (D) GENERALMOTES 3 FLUSHING CONNECTION STRUCTURAL STEEL A. THE DESIGN OF THE SPRINKLER SYSTEM IS PERFORMANCE 0 PENDENT SPRINKLER HEAD MEMBER 71 BASED. WHERE SPRINKLER MAINS OR HEADS ARE SHOWN 0 DRY PENDENT SPRINKLER HEAD issued date description EXTERIOR THEY ARE SHOWN ONLY FOR ILLUSTRATION. WALL (0 CONCEALED PENDENT SPRINKLER HEAD B. SLEEVE AND SEAL ALL WALL AND FLOOR PENETRATIONS. 0 UPRIGHT SPRINKLER HEAD 1 03/14/19 Issued for Construction PROVIDE FIRE STOPPING FOR ALL PENETRATIONS. SIDEWALL SPRINKLER HEAD C. COORDINATE EXACT LOCATION OF ALL PIPING ROUTES, A DRY SIDEWALL SPRINKLER HEAD __�WALIL SIGN AS REQUIRED EQUIPMENT AND DEVICES WITH OTHER TRADES. DRAIN VALVE BY LOCAL AUTHORITY D. COORDINATE ALL SHUTDOWNS WITH OWNER PRIOR SHUT-OFF VALVE WITH TAMPER SWITCH (TS) 4" GALVANIZED PIPE. TO TO CONSTRUCTION. FLOW SWITCH (FS) REFER TO PLANS PRESSURE SWITCH (PS) FOR CONTINUATION. E. PROVIDE FULL SPRINKLER COVERAGE FOR ALL SPACES DRY PRE-ACTION ALARM VALVE INDICATED INCLUDING SHAFTS, ELECTRIC AND TELEPHONE � FROM END OF I 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) REFER TO FROJECT SPECIFICATIONS. WATER MOTOR GONG PIPE SIZE VARIES FIRE DEPARTMENT CONNECTION G. SPRINKLER HEADS SHALL BE INSTALLED WITHIN CENTER FIRE DEPARTMENT CONNECTION (FDC) TEST VALVE OF CEILING TILESFIRE PUMP TEST HEADER • . IN READILY INSPECTOR'S TEST CONNECTION (ITC) ACCESSIBLE SMOOTH BORE CORROSION H. ALL PIPING SHALL BE ABOVE FINISHED CEILING UNLESS LOCATION RESISTANT OUTLET GIVING ABOVE FIRE HYDRANT (FH) FLOW EQUIVALENT TO ONE FINISHED GRADE NOTED OTHERWISE. F-Ed FIRE HOSE CABINET oz:) :2 SPRINKLER I. COORDINATE SPRINKLER HEAD LOCATIONS AND PIPING ED FIRE VALVE CABINET F, x WITH OTHER TRADES. REFER TO ARCHITECTURAL, r < SPLASH BLOCK title ELECTRICAL,HVAC, STRUCTURALAND OTHER APPLICABLE PLANS. AUTOMATIC ",,,,,--45 DEG ELBOW WITH ESCUTCHEON. MATCH J. SPRINKLER SYSTEM SHALL BE INSTALLED IN COMPLIANCE DETAILS BALL DRIP FINISH OF FIRE DEPARTMENT CONN. WITH ALL APPLICABLE NFPA LATEST EDITIONS. REFERENCE SPRINKLER HEAD SCHEDULE NFPA SECTIONS, BUT NOT LIMITED TO; DETAIL NOTE: NFPA 13: STD. FOR INSTALLATION OF SPRINKLER SYSTEMS MOUNTING TEMP. FIRE PROTECTION FINISHED FLOOR� LOCATION TYPE COLOR RATING NFPA 13R:STD. FOR SPRINKLER SYSTEMS, RESIDENTIAL POSITION DEG. F A. NOT LESS THAN 4'-0" OF EXPOSED TEST PIPE IN WARM ROOM OCCUPANCY TO FOUR STORIES IN HEIGHT BEYOND VALVE WHEN PIPE EXTENDS THRU WALL TO OUTSIDE NFPA 24: STANDARD FOR THE INSTALLATION OF LOBBIES, PUBLIC ROOMS, CORRIDORS CONCEALED PENDENT WHITE 155 FINISHED GRADEPRIVATE FIRE SERVICE MAINS TOP FLOOR CORR. WITH UNCONDITIONED SPACE ABOVE RECESSED SIDEWALL WHITE 155 NFPA 25: INSPECTION, TESTING AND MAINTENANCE OF TENANT STRG RM - PROVIDE GUARD RECESSED PENDENT WHITE 155 WATER-BASED FIRE PROTECTIONS SYSTEMS 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. OPERATIONSdrawn by: NAJ APARTMENTS RECESSED SIDEWALL WHITE 155 K. PROVIDE SPRINKLER PROTECTION FOR EXTERIOR BALCONIES & GROUND FLOOR PATIOS OF DWELLING UNITS. APARTMENTS - BOTTOM OF SOFFITS CONCEALED PENDENT WHITE 155 checked by: xxx L. FLOW TEST DATA IS FURNISHED FOR REFERENCE ONLY. BALCONIES & PATIOS, RESIDENTIAL DRY HEAD SIDEWALL WHITE 155 scale: 1/8" V-O" KITCHENS, RESIDENTIAL - INTERMEDIATE TEMP. AT STOVE RECESSED PEND./SIDE. WHITE 175 PROVIDE A FLOW TEST AS THE BASIS FOR DESIGN CALCULATIONS. MECHANICAL ROOMS 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 AS PERMITTED BY WRITTEN AUTHORIZATION FROM THE A. FIRE DEPARTMENT CONNECTION SHALL MATCH LOCAL ARCHITECT AND STRUCTURAL ENGINEER. ATTIC - DRY PIPING EXPOSED UPRIGHT BRASS sheet number FIRE DEPARTMENT TYPE, THREAD AND SIZE. BUILDING C INSPECTOR'S TEST CONNECTION DETAIL (WET) 5 FIRE DEPARTMENT CONNECTION DETAIL 6 GENERAL NOTES, SYMBOLS LIST & SCHEDULES H SCALE: NONE 5 O SCALE: NONE I I SCALE: NONE I I I H P -5 ,902 21 �l 41 bi bl 7! 81 9 WATER SERVICE ROOM WATER SERVICE 10 fy ENGNEERNG 10 Mechanical/Electrical Engineering Consultants ] b M/E Project#170412 LW Rochester I Buffalo I Syracuse I Schenectady 11 11 150 N.CHESTNUT ST. 585288.5590 ROCHESTER NY 14604 www.meengineering.com 441 f 8 8 8 4 --- 4 - 9 9 0 1 88 5 Fq C1 4 BEATTY HARVEY COCO A A RC YORK MAS LLP 01 NEW YORK I MARYLAND 0. U Wal F .71 0. OF n — //_(�) U 1300 t Whitman Road, New York, 11747 o. 0. E ol oc li .1 L p:(631)300-1010 oc =F— . 1� �� A owner/developer oc F::9 I L 0. L r772= TT U Li 7 BACK WALL I ri R (�>��MAr'V WALL U U Conifer Realty o 1) BACK WALL --i FL o o I -Z 1000 University Avenue Suite 500 Rochester, NY 14607 585.324-0500 Fa ❑ �� ®� ❑ A BUILDING A SERVICE ELEVATION BUILDING D SERVICE ELEVATION civil engineer oc o LKMA L: 0 n 1 437&405 N % D oc �D oc SCALE: !/2" SCALE: V2" South Country Road D 13 1 cl 13 13 Brookhaven,NY 11719 B_ 13 C1 103 m.e.p. &f.p. 631.286.8668 WE Engineering, P.E. BUILDING ,A WATER SERIVICE LOCATION BUILDING B WATER SERIVICE LOCATION 10 50 SCALE: NONE M 150 North Chestnul Street SCALE: NONE lT Rochester, NY 14604 11 585.288.5590 11 WATER SERVICE: ROO WATER SERVICE ROOM structural engineer TDM Consulting Engineerin 550 North County Road,Suite? 4 Saint James, NY 11780 631.686.5234 13 32 D Ll @ j 13 D D key � �' 8 ® �7 Iz' (9 C BACK WALL BACK WALL U Li TRUE 0 2 NORTH o .1 'T8 8 QD 0 ob E ol 0. 121 .�i �J_E Li oc oc dc 0. oE dc BUILDING B SERVICE ELEVATION 0. .1 0. 0. 0. ILI 1 0. BUILDING C SERVICE ELEVATION OE oc cF 50 SCALE: Y2" 21 A o VA" SCALE: Y2" 7D C o oc :D J p oc --loc o DRAWING NOTES: F1 1 0 El oc /.tl oc 3" ED OS&Y VALVE W/ TAMPER SWITCH. project 11� m % N 2" OS&Y VALVE o % o � 11 °° VINEYARD VIEW 13 D P�. de - a 11 411 VERTICAL WATTS *757 DCDA w/ TAMPER SWITCHES FINAL SIZE TO BE CALCULATED BY F.C. �7116 BASED ON SPRINKLER SYSTEM REQUIREMENTS. ,73 13_ J 1Y2" METER W1 STRAIGHT PIPE BEFORE AND AFTER PER MANUFACTURER. PROVIDE REDUCERS AT METER. County Road 48 O SPRINKLER RISER ASSEMBLY. EXTEND SYSTEM DRAIN TO BFP DRAIN AS SHOWN. Greenport, NY 11944 TERMINAL VALVE. PROVIDE 12" MIN. ABOVE FINISHED GRADE. JR SMITH -7070, GALVANIZED. sea[ PROVIDE 114" SQ. STAINLESS STEEL HARDWARE CLOTH VERMIN SCREEN BEHIND TERMINAL VALVE. BUILDING 1) WATER SERVICE LOCATION. BUILDING C WATER SERIVCE LOCATION ANCHOR TO DRAIN PIPING. ioF E nv 503 SCALE: NONE 503 SCALE: NONE EXPANSION TANK, ADJUST AIR CHARGE PER MFR. AFTER INSTALLATION. D,1 /0 , @) DROP TO INSPECTOR'S TEST CONNECTION. SEE DETAIL ON 4/P502 IfP 2" PRV SET TO 55 PSI 10 C) CONTINUE TO SPRINKLER SYSTEM AND FDC 11 CONTINUE TO DOMESTIC WASTER SUPPLY 069.7 El SO\ issued date _-description 1 03/14/19 Issued for Construction SPRINKLER ALARM GENERAL NOTES: BFP (ELECTRIC BELL) A. UNAUTHORIZED ALTERATION OR ADDITION TO ENGINEERING TECHNICAL DOCUMENTS, BEARING A LICENSED PROFESSSIONAL ENGINEER'S SEAL, IS A VIOLATION OF CHAPTER 16, TITLE VIII, ARTICLE 145, OF THE FDC SIGNAGE PER NEW YORK STATE EDUCATION LAW. LOCAL REQUIREMENTS LOCATE CHECK "FIRE DEPT CONNECTION" VALVE WITHIN SIGN MUST ALSO STATE THE WATER METER RECOMMENDED SUPPLY ROOM BACKFLOW PREVENTER NOTES: PRESSURE FOR SPRINKLER OPERATION A. ALL CHANGES MADE TO THE INSTALLATION OF THE BFP SHALL BE SUBMITTED TO THE ENGINEER AND APPROVED IN WRITING OR THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH REMOVAL AND RE-INSTALLATION OF THE WORK TO MATCH THE DESIGN. 5"x4" STORZ FIRE DEPT CONN., REDUCE TO B. BACKFLOW PREVENTERS SHALL BE MOUNTED WITH CENTERLINES BETWEEN VERIFY WITH LOCAL FIRE DEPT. REQUIRED 30" MIN. AND 60" MAX. ABOVE FINISHED FLOOR SIZE PROVIDEC. THESE CLEARANCES AT BFPs, 8" BEHIND, 30" IN FRONT, 12" ABOVE AND 18" BELOW RELIEF OUTLET OF DEVICES C.L. 36"------ D. FIXED AIR GAP FITTINGS ARE NOT ACCEPTABLE FOR USE ON BACKFLOW ABOVEPREVENTERS WITH DRAIN LINES. PROVIDE FUNNEL DRAINS AND WASTE PIPING title FINISHED AS INDICATED. AR GAP AT BACKFLOW PREVENTER SHALL BE AT LEAST GRADE AUTOMATIC TWICE THE OUTLET OF THE DEVICE BUT NOT LESS THAN 1". BALL DRIP E. PROVIDE PIPE STANDS WHERE SUPPORTING PIPING OFF OF THE FLOOR. WATER F. PIPING ON THE INLET SIDE OF THE BACKFLOW PREVENTERS SHALL BE COPPER, SERVICE DETAILS SEAL WATERTIGHT BRASS OR CEMENT LINED DUCTILE IRON AND SHALL NOT USE VICTAULIC FITTINGS PLUMBING G. FLUSH PIPING PRIOR TO INSTALLATION OF BACKFLOW PREVENTERS FINISHED FLOOR H. BACKFLOW PREVENTERS PROVIDED UNDER THIS CONTRACT SHALL BE TESTED BY A CERTIFIED BACKFLOW PREVENTER TESTER REGISTERED BY THE NYS DOH. FINISHED GRADE 4 I. THE TESTER SHALL COMPLETE PART A OF FORM DOH-1013 FOR EACH BACKFLOW DEVICE AND SUBMIT THE FORM TO THE ENGINEER FOR COMPLETION OF PART B. drawn by: NAJ h�11 1:_9 11 4 J. HEAT & LIGHT ARE PROVIDED IN THE AREA OF THE BACKFLOW PREVENTERS checked by: 'M IIEFM� 111_� NAJ HEW 4 III— K. IF A BACKFLOW PREVENTER MUST BE INSTALLED HIGHER THAN 5`0" ABOVE THE scale: AS NOTED S: 4 FINISHED FLOOR PROVIDE A PLATFORM FOR ACCESS TO THE BFP. THE BFP GENERAL NOTE SHALL BE BETWEEN 30" TO 60" ABOVE THE TOP OF THE PLATFORM. DO NOT project number: INSTALL BFPs HIGHER MORE THAN 60" AFF WITHOUT FIRST RECEIVING 10002 A. SEE PARTIAL SITE PLAN, DWG. P504 APPROVAL FROM THE OWNER AND ENGINEER. FOR LOCATION OF FDCs ON scaled inch APARTMENT BUILDINGS L. WATTS SERIES *957 BACKFLOW PREVENTERS: WHEN PROVIDED, ALSO PROVIDE sheet number OPTIONAL SPLASHGUARD ON DRAIN OUTLET 5@4 FIRE DEPARTMENT CONNECTION DETAIL BUILDING C 0 3 SCALE NONE 503 SCALE: NONE SERVICE ELEVATION APT. BLDGS. 2 50 1 41 SCALE: 1/2" - T-0" 1 61 71 1 81 H P -5 ,903