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Home My WebLink About43995-Z l �p��FFDI' to Town of Southold 10/7/2020 P.O.Box 1179 0 d' 53095 Main Rd �� • p��, Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41504 Date: 10/7/2020 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 7/19/2019 pursuant to which Building Permit No. 43995 dated 7/19/2019 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#6 with first floor unit 601 and two story units 602, 603, 604 (with covered entry)and second floor unit 605 (with deck)as applied for. The certificate is issued to Vineyard View Housing Dev Fund of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL CIO-18-0007 9/18/2020 ELECTRICAL CERTIFICATE NO. 43995 6/26/2020 PLUMBERS CERTIFICATION DATED o . A o ' S ature � TOWN OF SOUTHOLD , BUILDING DEPARTMENT C* TOWN CLERK'S OFFICE 'a 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#: 43995 Date: 7/19/2019 Permission is hereby granted to: Vineyard View Housing Dev Fund 2100 Middle Country Rd Centereach, NY 11720 To: construct foundation as applied for per Planning, SCHD, Trustees and DEC Non-Jurisdiction letter. (Building #6) At premises located at: 62600 CR 48, Greenport SCTM # 473889 Sec/Block/Lot# 40.-3-1 Pursuant to application dated 7/19/2019 and approved by the Building Inspector. To expire on 1/17/2021. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $250.00 CO -COMMERCIAL $50.00 Total: $300.00 Buildingnspector 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 6, 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: Tem jpoorar Certificate Final Certificate: X (check one) Fee Submitted: $ 1 5 pli n Signature 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(na re) Gwen O ea, President (Print Name) (Signature) (Print Name) u ~ IS not $ate 0-imex) WN an My soft UZI: fc t '"{ t °fir y v aw f t qegg $ r d411 4 $ MAR 4J B"Aw MOO low Ow A�X a � •. (` g'•-��'g—�-- +��aas�ke�w+e'a��#faiMW+naW.tfictnaJa '.�k ,o,+t`N4• ;l� `•,^�+,• . C C v pF SOUr�®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q sean.devlin(cD-town.southold.nv.us Southold,NY 11971-0959 ®lyc®UNT`(,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Vineyard View Hsing Dev Fnd Address: 62600 CR 48 Bldg 6 city:Greenport st: NY zip: 11944 Building Permit* 43995 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 1 Duplec Recpt 190 Ceiling Fixtures 102 Bath Exhaust Fan 8 Service 3 ph Hot Water Gass GFCI Recpt $ Wall Fixtures Smoke Detectors 15 Main Panel 6X100) A/C Condenser 5 Single Recpt Recessed Fixtures CO2 Detectors 8 Sub Panel A/C Blower 5 Range Recpt 5 Ceding Fan 1 Combo Smoke/CO Transformer UC LightsL Dryer Recpt Emergency Fixture Time Clocks Disconnect 400A Switches $$ 4'LED Exit Fixtures Pump Other Equipment: Hood-5, Fridges-5, DW-5, Street Light-2 Notes: 5 Apartments with a Common Area Mechanical Room Inspector Signature: ii. Date: June 26, 2020 S.Devlin-Cert Electrical Compliance Form xls �trjf Sig Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 OOUNi!(,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. L43 9 75- �1 Owner: lease print) Plumber: 0,160-01je (Ple print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ( umbers Signature) Sworn to before me this dayof 201C) f NINA A.GIORDANO NOTARY PUBLIC,State of New York Suffolk County,No.01616040679 1 Term Expires Oct.2,2 ,C Notary Public, 1 ounty pF SOUTyo� l jvc 7� 1�/� - # # T N FSO THOLD.BUILDIN DEPT. `ycourm��` 765-1802 . -INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. [ ] 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: AJ S &4�TVk DATE INSPECTOR #' TOVM OF.SOUTHOLD,BUILDING, DEPT. 765-1602 �� S �3 75 INSPECTION X3513 Y 37 q� [ ] FOUNDATION IST [ ] ROUGH PLRG. W77 S [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING � [ ] FRAMING/STRAPPING `t385� FINAL [ ] FIREPLACE & CHIMNEY V] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION j ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: r D lgwy ,Ik—ow•,64z- guiL,01n/6 6C c DATE INSPECTOR �� r - , 1 # # TOWN OF SOUTHOLD BUILDING DEPT: 765-1802 ANSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] :FOUNDATION,2ND [ YINSULATIOWCAULKING FRAMING /STRAPPING [' ] FINALle�," " LJA�4 [ ] FIREPLACE & CHIMNEY J ] FIRE SAFETY SPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLA O [ ] PRE C/O REMARKS: I '1 y ✓ �" - 000:;;o o • ✓cisPIT DATE I INSPECTOR `* t TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 1 NSPECTION [ ] FOUNDATION 1ST 'N [ ] ROUGH PLBG. �oli [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMAR ID7 WIA DATE INSPECTOR �jq �pF SOOTh, # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INS'PECPON [ - FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ . ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) _[ ] ,,ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING . REMARKS: U vj �/ls v DATE B Z INSPECTOR -5q 1 g UTyo t76 pF SOme TOWN OF SOUT OL� BUILDING-DEPT. 765-1802 INSPECTION = [ ] 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 [ ] PRE C/O REMARKS: GA_ ))C O AJ gyp/ DATE- INSPECTOR c- - y�0 h'O # # TOWN OF OUTHOLD BUILDING DEPT. 765-1802 INSPEC .ON [: ] FOUNDATION IST [ UGH PL13G. . [ : ] UNDATION 2ND [/INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH)° j ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O R ARKS: 1h V►�. 1ow oz w6f a-v 0!!� J W Val DATE INSPECTOR NATIONAL CERTIFIED TESTING LABORATORIES FIVE LEIGH DRIVE - YORK, PENNSYLVANIA 17406 - TELEPHONE(717)846-1200 FAX(717)767-4100 www.nctlinc.com AAMA 506-2006 AAMA 506-2008 STRUCTURAL, IMPACT&CYCLING PERFORMANCE TEST REPORT SUMMARY Rendered to: Ply-Gem Windows 433 N. Main Street Rocky Mount,VA 24151 PRODUCT TYPE: Vinyl Tilt Single Hung Window SERIES/MODEL: Ply Gem 1500 Title Summary of Results Primary Product Designator Class LC-PG50: Size tested 967 x 1957 mm*(-38 x 77 in*)-Type H AAMA/WDMA/CSA 101/I.S.2/A440-11 Class LC-PG50: Size tested 967 x 1957 mm* (38 x 77 in*)-Type H AAMA/WDMA/CSA 101/I.S.2/A440-08 AAMA/WDMA/CSA 101/I.S.2/A440-05 H-LC50 967 x 1957*(38 x 77*) Positive Design Pressure, +2873 Pa (+60.0 psf) Negative Design Pressure, -2873 Pa (-60.0 psf) Operating Force (in motion)2 27 N (6 Ibf) Air Infiltration2 0.3 Us/m2(0.1 cfm/fe) Canadian Air A2 Infiltration/Exfiltration2 Water Penetration Resistance 360 Pa (7.50 psf) Test Pressure2 Uniform Load Structural Test ±4320 Pa (90.23 psf) Pressure, Forced Entry Resistance2 ASTM F588-07/Grade 10-Pass Impact Missile Level, D Wind Zone, 3 Maximum Cyclic Load Test +2394 Pa(+50.0 psf) Pressure, -2873 Pa +60,0 ps 1 Reference the 967 x 1957 mm(38 x 77 in)product as described in this report 2 Reference test report NCTLA 10-15653-1 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 NCTLA 10-15653-2 dated 12/11/12 for complete test specimen description and data. National Certified Testing Laboratories OSS L7 Y1 U�I'� c� DONALD R. KYLE, P.E. Laboratory Representative o D, � o.012556 E Professionals In The Science of Testing 4�� ✓' Goy 1 of 25 SS�ONAL Vh SUSTAINABLE COMFORT Code Testing Summary. Air Infiltration +Duct Leakage NYS ECCC RepM Vineyard View Apartments Greenport, NY Testing Entity Sustainable Comfort, Inc. 1y6 Main Street, Suite 301 Worcester, MA 01608 Project Information: Vineyard View County Road 418 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 RLI02.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 RLI03.3.3 of the 2015 IECC.Testing targets match requirements in Section RLI03.3.y, 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 ®owning Certifying Provider(s) Sustainable Comfort, Inc. Sustainable Comfort 146 Main St 413.262.7390 Worcester, MA 01608 jmoriartyegreenrater.com Current Status: Active CLOSE DOW Submitted By: Greg Downing, Sustainable Comfort, Inc. INSPECTION REPORT 2 )SUSTAINABLE COMFORT Table 1: Testing Results Building 1: TARGETS „ ' TESTING-RESULTS TOTAL DUCT DUCT UNIT TOTAL DUCT LEAKA E 70 UNIT MODEL SET UNIT LEAKAGETO LEAKAGE INFILTRATION LEAKAGE OUTSIDE INFILTRATION [CFM25] C OUTSIDE ® [CFM50] v C pY F C C 38R M lstEnd 101 108 54 1237,1 1BR A3 lstint 102 80 40 836 X16 i3, 476 289 BI lstEnd 103 `80 40 1008 64� 177�3, 1138 A3 lstint toy 80 40 836 19 ISRAS lstint 105 80 40 " 836 ; ,, =`5W 38R C3 1stEnd 106 108 54 1237 -8q ' . 20 IN A2_2ndint 107 38 38 1004 2BR B2 2ndEnd 109 45 45 1101 -q2 IBR A2 2ndint 109 38 38 1004 °37 19 IN A2 110 381 38 1004 36 19 9y3. Building 2: TARGETS ` - TESTING_RESULTS'" � TOTALDUC7 DUCT UNIT TOTALDUCT LEAKAG�TO UNIT MODELSET UNIT LEAKAGETO LEAKAGE INFILTRATION LEAKAGE OUTSIDE INFILTRATION CCFM251 OUTSIDE (CFM50) ® Al [ [ H (CFM25]C v 3EIR C3 lstEnd 201 l08 54 1237 2BR B3 1stint 202 80 40 940 8s3Q lBR A3 lstint 203 80 40 836 79� IBR A3 lstint 204 80 40 836 76/4 2BR B1 IStEnd 205 80 40 1008 SBR S 1stEnd 206 108 54 1237 1ofi2 28R 82 2ndEnd 207 45 45 I10I IBR A2 2ndint 208 38 38 1004 31 :111 " 967 18R_A2"2ndint 209 38 Sal 1004 '- `, 678 2SR B2 2ndEnd 210 45 451 11011, 1:7 1033 INSPECTION REPORT 3 SUSTAINABLE COMFORT Building 3: TARGETS TESTING RESULTS TOTALDUCT DUCT TOTAL DUCT Ijum LEAKAGETO UNIT MODELSET UNUNIT IT LEAKAGETO LEAKAGE INFILTRATION Rt [LEAKAGEOUTSIDE C INFILTRATION OUTSIDE (C�5]C(CFPrS25]C (CFM50] � v _ a 313R C3 lstEnd 301 108 54 1237 2BR 131 lstEnd 302 80 40 1008 7 8 1Sa A3 lstlnt 303 80 40 B36 y€i7 1BR A3 lstlnt 304 80 40 836 213R Bi istEnd - 3o5 80 40 1008 680 3BR C3 lstEnd 306 108 54 1237 28R 82 2ndEnd 307 45 45 3101 „_ a�'32 vi°'` s'11� .' 9s, 11BR A2 2ndlnt 308 38 38 1004 300 .85`9 18R A2 2ndlnt 309 38 38 3004 � 5" '�z� �""''�1 `' ;,727 2BR B2 2ndEnd 310 451 451 1101 u°3T 4, 820` Building y: TARGETS TESTING RESULTS DUCT TOTAL DUCT DUCT UNIT MODEL SET UNIT TOTAL DUCT LEAKAGE TO UNIT LEAKAGE LEAKAGETO INFILTRATION LEAKAGE OUTSIDE INFILTRATION OUT s] ®SIDE (CFM50) C y C C C C C C 213R Bl lstEnd 401 80 40 1008 8BR Cl lstlnt 402 3.11 55 1055 :i32� ,;�� 21 213R B3_lstEnd 403 80 40 100E 2BR 922ndEnd 404 45 45 1101""', 2BR B2 2ndEnd 405 45 45 Building 5: TARGETS TESTING RESULTS DUCT TOTAL DUCT DUCT UNIT TOTAL 17UC7 UNIT LEAKAGE TO MObELSET UNIT LEAKAGE 70 LEAKAGE INFILTRATION LEAKAGE INFILTRATION OUTSIDE OUTSIDE [CFME5] (CFMSO) E -yl C C C C 2BR 133, 501 80 40 1008 3BR C1 lstint 502 56 56 1055 ,r9 ' 17 906' 2BR B1 1stEnd 503 80 40 1008'' 213R 82 2ndEnd 504 1 451 451 11011""', 2BR 82 2ndEnd 505 45 45 3 301r ': 3 r' INSPECTION REPORT 4 SUSTAINABLE COMFORT Building 6: TARGETS TESTING RESULTS rOTALDUCT DUCT UNIT TOTALDUC"(' DUCT LEAKAGE7O UNIT MODEL SET UNIT LEAKAGE TO LEAKAGE INFILTRATION LEAKAGE INFILTRATION OUTSIDE aurslDE [CFM25] [cFM2s] [cFMSa] C C C E E F F 28R 81 1stEnd 601 80 40 1008 �. 523 33R Cl lstint 602 56 56 1055 Al {' 15 °920 3BR C3 1stEnd 603 108 54 1237 ,?. 26 520 33R_C3 1stEnd 604 1081 541 1237 y ° . '796 2S'R 92�2ndEnd 605 451 451 1101 Building 7: TARGETS TESTING RESULTS DUCT TOTAL DUCT DUCT UNIT TOTAL DUCT UNIT LEAKAGE TO MODEL SET UNIT LEAKAGE TO LEAKAGE INFILTRATION LEAKAGE INFILTRATION OUTSIDE OUTSIDE [CFh925] [CFPd50) '° C F F E [CFM25]E F _ 313R C3 1stEnd 701 108 54 1237 3BR Cl lstint 702 56 56 1055 3BR Cl lstint 703 56 56 1055 "26 10E9 28R_81_1stEnd 709 801 40 1008 :•551 2BR B2 2ndEnd 705 45 45 1101: 777i7• INSPECTION REPORT 5 SUSTAINABLE COMFORT Photos fl fir■ Building 1 - Typical Building Exterior Building ? - T,,-.+gal Building Exterior Typical Duct Leakage Test Setup Typical Leakage to Outside Test Typical Mechanical Ventilation Te,` Typ ua iU l-iy� 12 a raei.r.r. Site Entry Typical Blower Door Setup INSPECTION REPORT 6 BUILDING LEAKAGE TEST Date of Test: 4/7/2020 Test File: Vineyard View- Unit 102 Technician: Greg Downing Project Number: 17-1421 Customer: Conifer-Lechase Construction Building Address: Vineyard Views 205 Indigo Creek Drive Unit 102 Rochester, NY 14626 County Road 48 Phone: Greenport, NY 11944 Fax: Website:www.conifer-lechase.com Test Results at 50 Pascals: cfm50'Airflow] 776 (.+/-4:1 °/ ACH50 6.28 cfm/ft2(Floor Area) 1.0106 fm/ft2,(SurfaceArea)� §0,2778 Leakage Areas: 71.2 int (+/- 13.4 %) Canadian EgLA @ 10 Pa or 0.0255 int/ft2 Surface Area 35.5 Int(+/-22.1 %) LBL ELA @ 4 Pa or 0.0127 in2/ft2 Surface Area (Building Leakage Curve: Flow Coefficient (C)= 45.9 (+/-35.5%) Exponent(n)= 0.722 (+/-0.097) Correlation Coefficient=0.99735 Test Standard: E779 Test Mode: Depressurization 1000 900 ---1---1-- 1--1- --L------------- -------- ----- --- --J -- 800 - O Depressurize ----------1--------L-----L---- -�--- --------I I I 700 ---i---i--i--i--,--i-------------i i----- --�--�--- 600 --- --- -- --i--�---------------i--------�-- --�------- --- I I I I I I I I I I ---1--1--L--I--L-------------J----- ------L----I--- -- 500-----1 I I 1 I I I I - -I I I I I I I I I I I I I I I I I I I I I I I I I I ----F---+-- +--I--1---------------- --------------- -----I----I-- Building 400 I I I I I I I I I I I I I I I I I I I I I I Leakage I I I I I I I I I I I I I I I I I I I I I I (cfm) 300 ---4---+-- --+-+-+------ -------- --------------------- 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 200 ---i---i---r- i--i-i-------------i--------i-----i----i--1--- 100-1 4 --- 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: (ft2) 2790 Floor Area: (ft2) 767 Height(ft) 10 Yearof 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 1 10.0 Data Points--Data Entered Manually(TTE 5.0.8.4) Baseline Nominal adjusted Building Building Fan Nominal Adjusted Pressure Pressure Pressure Flow Flow Fan (Pa) (Pa) (Pa) (cfm) (cfm) %Error Configuration -5.7 n/a n/a -62.9 -57.3 211.1 861 863 0.9 Ring B -55.1 -49.5 157.7 745 747 -2.9 Ring B -46.7 -41.1 133.9 687 689 2.4 Ring B -37.2 -31.6 87.0 555 557 0.0 Ring B -28.1 -22.5 52.6 432 434 -0.4 Ring B Deviations from Standard ASTM E779-Test Parameters - I BUILDING LEAKAGE TEST Page 4 of 4 Date of Test:4/7/2020 Test File:Vineyard View- Unit 102 Comments None t 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: �cfrn50-Airflow 9�67:.y(+/-',7,:0�_ ACH50 7.68 cfm/ft2(Floor Area) 1.0402 V n/ft?,(Surface Area} 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 O Depressurize 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 --1---L--L-J--L-L-------------L-------1- L---1---L--1-- 700 1 1 1 1 1 1 1 I 1 I 1 1 --- ---I -- --I-- -;--------------4-------- ----- --- ---a---� -- 600 1 1 1 1 1 1 I --I I I I I Building -__1___L__L_J_-L_L_____________L___ 1_-_-_L___1___L__L__ 500- II I I I I Leakage I 1 1 1 1 1 I I I I I I --4---1--F-I-------------- -------a------ I----�---+--�-- (Cfm) 400 ---+---I I I I I I I I I I I I 1 I I I I I I I I I I I 300 - r --1---1 r------- -----r I -------1 -----I --- I---I --I -- r r � r r r 7 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 200 ---;---L--L-J--L- -------------L-------L-----i---;----L--L- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 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--I--r—fi-------------r-------fi-----r----r---r--fi-- -+--- --1-- --1--i--------------4--------4------F----+---�--+- 80 4 5 6 7 8 9 10 20 30 40 50 60 70 80 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 (ft ) 7660 Surface Area: (ft2) 3348 Floor Area: (ft2) 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 SUBMITTAL COVER SHEET Vineyard View GENERAL CONTRACTOR: ARCHITECT: Con' i,ferConifer-LeChase.Construction,LLC 205 Indigo Creek Drive BHC Architects 235 ochester,NY 14626 Wireless Boulevard Hauppauge, Lechas, ah: (585)760-5336 NY 11788 CONSTRUCTION Fax: (585)760-5353 CLC Project No. 1971002 Project No. 10002 TYPE OF SUBMITTAL: PRODUCT DATA CERTIFICATION MFGR COMPLIANCE SAMPLE MFGR DRAWING RECORD DOCUMENT COLOR SELECTION x SHOP DRAWING CLOSEOUT DOCUMENT TEST REPORT SUBSTITUTION OTHER SUBMITTAL DESCRIPTION Building Trusses-Building A CONTRACTOR/VENDOR DaVinci Construction MANUFACTURER/SUPPLIER Universal Component Corp. SPEC.SECTION#&TITLE 061753-Building Trusses SUB-PARAGRAPH DRAWING NUMBER x FIRST TIME SUBMISSION REVISION NUMBER CONTRACTOR'S STAMP/CERTIFICATION: ARCHITECT/ENGINEER REVIEW STAMP: I HEREBY CERTIFY THAT I HAVE REVIEWED THIS SUBMITTAL, JOB# 10002 VERIFIED THE PRODUCTS,VERIFIED FIELD MEASUREMENTS 06/04/19 WHERE APPROPRIATE AND HAVE COORDINATED THE DATE RECEIVED: INFORMATION WITHIN THE SUBMITTAL WITH THE DATE RETURNED: 06/12/19 REQUIREMENTS OF CONTRACT DOCUMENTS. THE - BY: Richard Vazquez SUBMITTED ITEM(S)COMPLY IN EVERY RESPECT WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS AND SPECIFICATIONS SUBMITTAL STATUS: - CONTRACTOR COMMENTS: NO EXCEPTIONS TAKEN 1x1 FURNISH AS CORRECTED [ ] REVISE AND RESUBMIT [ ] RESUBMIT FOR RECORD [ ] REJECTED [ ]• NOT REVIEWED [ ] THIS SUBMITTAL HAS BEEN REVIEWED ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT AND FOR GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS THIS REVIEW DOES NOT RELIEVE THE CONTRACTOR FROM ANY RESPONSIBIUTIES FOR ALL OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, _ INCLUDING BUT NOT LIMITED TO JOB CONDFHONS,CLEARANCES, PHYSICAL DIMENSIONS, COORDINATION AND CONSTRUCTION TECHNIQUES AND PROCESSES NOR PERMITANY DEVIATION FROM DRAWINGS AND SPECIFICATIONS,ANY SUCH DEVIATION REQUIRES A SPECIFIC WRITTEN ORDER. CONIFER-LECHASE SUBMITTAL NO. 061753-001 BY: Jack Susman Date: 6/4/2019 Submittal #6 06100— Rough Carpentry 970 Montauk Hwy I West Islip,NY 111795 Phone:516.785.2110 1 Fax:516.785.2555 Project: Vineyard View 62600 County Road 48 Greenport, NY #06-100 - 6- FLOOR Z&.ROOF TRUSSES SPEC SECTION:Rough Carpentry CREATED BY:Corinne Cipoletti(DaVinci Construction) ! STATUS:Open ~R - DATE CREATED:05/31/2019 ! ISSUE DATE:05/31/2019 REVISION: 0 FINAL DUE DATE:06/14/2019 TYPE-Submittal Package:Truss Details I i Drawings DESCRIPTION: Review and approve the following: ► Building A ► 2nd Floor Engineering Trusses ► Roof Engineering I I Trusses See attached design value sheets for above items SUBMITTAL WORKFLOW: SENT DATE DUE DATE RETURNED DATE COMMENTS 05/31/2019 06/14/2019 STATUS: El No exceptions taken ❑Furnish as corrected ❑Rejected,Resubmittal Required ❑Revise and Resubmit ❑Rejected ❑Not Reviewed FOR ARCHITECT I ENGINEER USE: ❑Approved ❑Approved as Noted ❑ Not Approved 11 Page Any item not marked up during the review of this submittal will be considered approved as submitted. 62-00.12 1405-12 6-01300 16-0404" 6.08-00 1406.12 4 FOB 1.0 0 Y-0'00 -- 2 1-i.04 FCS ro f .x'p? rm 1.049 FCS 2- -00 2-0-00 Po9 1-0•D4 F� �1e; E07_ 1.0 0 4 ;I Q�y to Ao------------ 'Fd1 - 1 0t a -Fla ..'.�� 1-0 0 - `., t- 0 o Eo7 t-0 0 =?'�'� fi - I"-I"-q 1 0 S 1 -0o o� _ _ 1f3 k.7;�1 t;U7 Z t-0 ° r� is x�' t o S 1 o PO7 V - -Lull0 1" a F07 1-0 o rte' 0 .E i-0 D `' 1- f"i1l i-0 off, ', Flo �� 1 D - - � �}.� 1-0 U7 F,OZ -0 o i hf;flt 1.0-00 1 ° FA7 Ail F �' 1-0 0 0 � 1.6 00F[?1 gFlo- i t-0 o ZN 1 i Irlrt r 1-0 0 1 l{3 `?� 1-0 0 111 .A-( 00t Ft 0 1-0rid== == = 1-0=Oz=sem s ,5 1 -0o t n7 F�li 1-0-0a "�{11 I F13 k�r�-" `0 14-00 FOS 1-040 E 1-0 0 a"1 F1 "I+''� 1.0 0 o F07 X07 Y E� FOB 1-0 1-0.00 FpT a a -_------ - - E12 1° fa 1-0 0 E7A n°o ® _Vo Fo3 1-0 0 .�,rty I I Flt - 7 I `}`i'= 1.0 00 a y F03 PTa, I F03 -0 I {�:3'; -tI '1-0 0 i.,.', I - I F74 I �'�• 1- UO F(/3_-_. �'�g I a.====______�=====sem ===a I _-.,,-r---' •- �� "_r FC3 1-0 0 O��y� � I F1'� 4 I '8Y'C `7-0-OD F�a1 €€-'=�� _t-0 o F1I ._ 's 10 - j � 10-D0 T- I -,Foa I r�::,- 1 .00 B i I .,,F17 ii��ra� t•D Do I �'�.,� FDrt _OGF'� +'�'af 1-0 0 i ^S,A FI JIDOFfh3 1.0 0 -'7i` `0 s#�'� 1-0 00 FD4 i €t'IEPl FO,,FC7 1-0 0 .,41 I ' w01.0.00 I tk Fra? 1-0 6 I 1-0 I 1 B-0 0 FOS I Q Egg E app b ~ 2 i-nl 1.0 0 101 - ' t-0-oo FD_i a0 011 608 IN NI IOi IIII IIII IIII IIII IIII IIIIy� � - IIII IIII IIII IIII IN 101 � "38�'a IIII 101 - IN 101 - E,i @g 1 9'14-05-12 2401-04 1406-12 4 1 &1 a 62-00.12 Fn153 Architect/Builder shall review all truss engineering/layouts and vert all s spans,depths,mechanical openings,loadin etc prior to truss fabrication. Ng _ - verify P P9 P s " a Bulldlna A,2nd Floor Layout �� t Scale,NTS n a Pw Job russ TrussTypeUty -1y 35970 BUILDING A F01 Floor 4 1 Job Reference(optional) Universal Componant Corp.,East Haven,CT 06512,Jay Johnson 8 010 s Appr 29 2016 MTek Industries,Inc Fri May 17 09.53 512019 Page 1 ID 5g8Dg—DVduulCVKawilPZCzN95H-OzBMweEZDDTQJYRihZOOKIfTgaYBvam5ETnHUZzFeeE 2-6-0 0-11-0 , Scale=1.23 3 1x3 II 3x6= 1x3 II 3x3= 1x3 II 3x6= 1x3 II 1 21 2 22 3 23 4 24 5 25 6 26 7 IV[ IV0 1 15 13 16 12 17 11 18 10 19 9 20 4x4= 1x3 II 44= 1x3 II 3x6= 1x3 II 4x4= 14-3-8 14-3-8 Plate Offsets(X Y)— r8 Edge 0-1-81 [12 0-1-8 Edgel f14•Edge 0-1-81 LOADING (psf) SPACING- 1-8-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TO 0.54 Vert(LL) -01410-11 >999 480 MT20 197/144 TCDL 12.0 Lumber DOL 1.00 BC 0.70 Vert(TL) -0.23 10-11 >746 240 BOLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.04 8 n/a n/a BCDL 10.0 Code IBC20121TP12007 Matnx-S Weight:59 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SPF No.2(flat) end verticals. WEBS 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (Ib/size) 14=732/0-4-6 (min 0-1-8),8=732/0-4-6 (min.0-1-8) FORCES. (lb)-Max.Comp/Max Ten.-All forces 250(lb)or less except when shown TOP CHORD 1-14=-272/0,7-8=-272/0,2-22=-1831/0,3-22=-1831/0,3-23=-1831/0,4-23=-1831/0,4-24=-1811/0,5-24=-1811/0, 5-25=-1811/0,6-25=-1811/0 BOT CHORD 14-15=0/1179,13-15=0/1179,13-16=0/1179,12-16=011179,12-17=0/1831,11-17=0/1831,11-18=0/1831,10-18=0/1831, 10-19=0/1184,9-19=0/1184,9-20=0/1184,8-20=011184 WEBS 2-14=-1331/0,2-13=0/299,2-12=0/758,3-12=-254/32,6-8=-1 336/0,6-9=0/293,6-10=0/708,5-10=323/0, 4-10=-256/238 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3)This truss has been designed for a moving concentrated load of 250 Olb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1Od(0 131"X 3")nails Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job toss I toss I ype __1Qty Ply 35970 BUILDING A F02 Floor 2 1 Job Reference(optional) 1-arsal Componant Cop,East Haven,CT 06512,Jay Johnson 8 010 s Apr 29 2016 MiTek Industnes,Inc Fri MayY 17 09 53 53 2019 Pagel ID 5g8Dg_DVduu1 CVKawilPZCzN95H-yMJ6LIFplgi8Ysb5o_QsPAkoNOEKNT90inGOzRzFeeC 1-11-14 1 2-6-0 Scale=1 27 0 1 5x3 II 4x6= 3x8= 1.54 11 4x4= 1.5x3 11 3x6 FP= 3x6= 1 5x3 II 1 26 2 27 3 Ti 28 4 29 5 30 6 7 31 8 TO 32 33 9 1 O 1 20 16 15 21 14 22 13 23 12 24 11 25 4x6= 3x6= 3x6 FP= 3x8= 1.5x3 11 4x4= 1.54 11 4x4= 1 5x3 11 2-2-14 2 4r6 16-3-8 2-2-14 0-1-8 13-11-2 Plate Offsets(X Y)-- f5:0-1-8 Edgel r10 Edge 0-1-81 [12 0-1-8 Ed e] (18 Edge 0-1-8] LOADING(psf) SPACING- 1-8-0 CSI. DEFL in (loc) I/clef] L/d PLATES GRIP TCLL 400 Plate Grip DOL 1 00 TC 0.53 Vert(LL) -0 10 13-14 >999 480 MT20 197/144 TCDL 120 Lumber DOL 1 00 BC 059 Vert(TL) -0.16 13-14 >999 240 BCLL 00 Rep Stress Incr YES WB 035 Horz(TL) 0.02 10 n/a n/a 10.0 Code IB02012(FPI2007 Matrix-S Weight:69 Ib FT=20%F,I I%E ......SER- BRACING- TOP CHORD 2x4 SPF No 2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SPF No.2(flat) end verticals WEBS 2x4 SPF No 2(flat) BOT CHORD Rigid ceding directly applied or 10-0-0 oc bracing, Except: REACTIONS All bearings 2-4-6 except Ot=length)10=0-4-6 6-0-0 oc bracing:17-18, (lb)- Max Uplift All uplift 100 Ib or less at joint(s)except 18=-650(LC 4) Max Grav All reactions 250 Ib or less at joint(s)18 except 10=615(LC 1),17=1637(LC 1),17=1637(LC 1) FORCES. (lb)-Max.Comp/Max Ten -All forces 250(lb)or less except when shown TOP CHORD 1-18=265/11,9-10=-271/0,2-27=0/1048,3-27=011048,3-28=-1098/0,4-28-Il 098/0, 4-29=-1 098/0,5-29=-1 098/0,5-30=-1 34510,6-30=-1 345/0,6-7=-1134510,7-31=-11 345/0, 8-31=-1345/0 BOT CHORD 18-19=-1048/0,17-19=-1048/0,17-20=0/314,16-20=0/314,15-16=0/314,15-21=0/314, 14-21=01314,14-22=0/1345,13-22=0/1345,13-23=0/1345,12-23=0/1345,12-24=0/966, 11-24=0/966,11-25=0/966,10-25=01966 WEBS 2-17=-901/0,2-18=011 239,3-17=-1 513/0,3-15=0/287,3-14=0/909,4-14=-312/0, 8-10=-1091/0,8-11=0/304,8-12=0/467,5-14-378/65 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 650 Ib uplift at joint 18 3)This truss is designed in accordance with the 2012 International Building Code section 2306 1 and referenced standard ANSI1TPI 1 4)This truss has been designed for a moving concentrated load of 250 Olb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0 131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means 6)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard Job cuss Truss Type Qty 151Y 35970 BUILDING A F03 Floor 16 1 Job Reference(optional) Universal Componant Corp.,East Haven,CT 06512,Jay Johnson 8 010 s Apr 29 2016 Mi Tek Industries,Inc Fri May 17 09 53 54 2019 Pae 1 ID 5g8Dg_DVduulCVKawilPZCzN95H-QYtUYeGRW8r?AvAIMhx5xOHtHoVT6wwYwROxVuzFeeB 2-6-0I 0-1f_ 0-15�1 1-6-0I Scale=1 29 7 3x10= 3x6= 44= 3x6 FP= 4x10= 1 29 2 30 3 31 Tj 4 32 5 33 6 34 7 8 35 9 36 10 IV 0 e 21 19 22 18 17 23 16 24 15 25 14 26 13 27 12 28 11 3x6= 3x6 FP= 46= 46= 3x6= 3x10= 11-7-1512-4-1513-1-15 18-6-6 11-7-15 0-9-0 0-9-0 5-4-7 Plate Offsets(X Y) (6 0 1 8 Edoel I13 0-1-8 Edoel LOADING(psf) SPACING- 1-8-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TOLL 40.0 Plate Grip DOL 1 00 TO 090 Vert(LL) -0.25 14-15 >889 480 MT20 197/144 TCDL 120 Lumber DOL 1 00 BC 0.92 Vert(TL) -0.45 14-15 >488 240 BCLL 00 Rep Stress Incr YES WB 038 Horz(TL) 0.06 11 n/a n/a BCDL 100 Code IBC201217P12007 Matrix-S Weight:76Ito FT=20/aF,11%E LUMBER- BRACING- TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, ex-pN BOT CHORD 2x4 SPF 2100F 1 8E(flat) end verticals WEBS 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing 13-14. REACTIONS. (Ib/size) 11=951/Mechanical,20=951/0-4-6 (min 0-1-8) FORCES. (lb)-Max.Comp/Max.Ten -All forces 250(lb)or less except when shown. TOP CHORD 1-20=-271/0,10-11=-274/0,2-30=-2626/0,3-30=-2626/0,3-31=-2626/0,4-31=-2626/0, 4-32=-3169/0,5-32=-3169/0,5-33=-3169/0,6-33=-3169/0,6-34=-2765/0,7-34=-2765/0, 7-8=-2765/0,8-35=-2765/0,9-35=-2765/0 BOT CHORD 20-21=0/1606,19-21=0/1606,19-22=0/1606,18-22=0/1606,17-18=0/1606,17-23=0/3148, 16-23=0/3148,16-24=0/3148,15-24=0/3148,15-25=0/2765,14-25=0/2765,14-26=0/2765, 13-26=0/2765,13-27=0/1572,12-27=0/1572,12-28=0/1572,11-28=0/1572 WEBS 6-14=-409112,7-13=366/0,2-20=-1813/0,2-19=0/297,2-17=0/1151,3-17=-29910, 4-17=-589/0,4-16=0/284,9-11=-1774/0,9-12=-29/283,4-15=-228/257,5-15=-409/0, 6-15=0/813,9-13=0/1347 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1 5x3 MT20 unless otherwise indicated 3)Refer to girder(s)for truss to truss connections 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/rPI 1 5)This truss has been designed for a moving concentrated load of 250.Olb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0 131"X 3")nails Strongbacks to be attached to walls at their outer ends or restrained by other means LOAD CASE(S) Standard Job russ rvss ype Qty Fly35970 BUILDING A F04 Floor 4 1 Job Reference(optional) ^^•�sal Componant Corp,East Haven,CT 06512,Jay Johnson "0'0 s AAppr 29 2016 M,Tek Industries,Inc Fr,May 17 0953 55 2019 Pae 1 ID:5g8Dg_DVduu1 CVKaxmlPZCzN95H-vkotlzH3HRzso9kUwDSKUbp9xCy8rSJh951U1 KzFeeA , 2-6-0 1-1-8 1 1 x3 19 2 3x6= 10 3 1 x3 11 Scale=1.10.0 Ll W1 2 yy Wi 9 1x3 II 6 7 5 8 3x3= 3x3= 4-0-0 4-0-0 LOADING(psf) SPACING- 1-8-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 400 Plate Grip DOL 1.00 TC 0.46 Vert(LL) -008 5-6 >617 480 MT20 197/144 TCDL 12 0 Lumber DOL 1 00 BC 651 Vert(TL) -009 5-6 >533 240 BCLL 00 Rep Stress Incr YES WB 005 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code IBC2012lrP12007 Matrix-S Weight:19 Ib FT=20%F,11%E ER- BRACING- ;HORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except BOT CHORD 2x4 SPF No.2(flat) end verticals. WEBS 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (Ib/size) 6=200/Mechanical,4=200/0-2-12 (min.0-1-8) Max Grav 6=321(LC 3),4=32i(LC 6) FORCES. (lb)-Max.Comp./Max.Ten -All forces 250(lb)or less except when shown. TOP CHORD 1-6=-271/0,3-4-252/63 WEBS 2-5=0/292,2-4=-316/0 NOTES- 1)Refer to girder(s)for truss to truss connections 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1 4)This truss has been designed for a moving concentrated load of 250 Olb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job russ Truss Typey 35970 BUILDING A F05 Floor 2 1 Job Reference(optional) Universal Component Corp.,East Haven,CT 06512,Jay Johnson 8 010 s Apr 29 2016 MTek Industries,Inc. Fri May 17 09 53-56 2019 Page 1 ID.5g8Dg_DVduulCVKawiIPZCzN95H-Nx_FzJlh2151PJJgU6zZlpMJ_bE2ag9gOIV2Zr-- -9 2-6-0 1-6-7 „ 1-6-0 Scale=1.26 4 3x8= 3x6= 3x6 FP= 3x10= 1 26 2 27 3 Ti 28 4 29 5 30 6 7 31 8 32 9 IVI1 9 1 19 17 20 16 15 21 14 22 13 23 12 24 11 25 10 3x6= 3x6 FP= 3x3= 3x6= 3x6= 3x8= 9-7-1510-4 15,11-1-15, 16-6-6 9-7-15 0-9-0 5-4-7 Plate Offsets(X Y)- (12 0-1-8 Edgel LOADING (psf) SPACING- 1-8-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 057 Vert(LL) -0 18 13-14 >999 480 MT20 197/144 TCDL 12.0 Lumber DOL 1.00 BC 072 Vert(TL) -0 32 13-14 >611 240 BCLL 00 Rep Stress Incr YES WB 033 Horz(TL) 004 10 n/a n/a BCDL 100 Code IBC2012ITP12007 Matnx-S Weight:67 Ib FT=20%F,1'°%� LUMBER- BRACING- TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SPF 2100F 1 8E(flat) end verticals WEBS 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (Ib/size) 10=848/Mechanical,18=848/0-4-6 (min 0-1-8) FORCES. (lb)-Max Comp/Max Ten -All forces 250(lb)or less except when shown TOP CHORD 1-18=-271/0,9-10-273/0,2-27=-2227/0,3-27=-2227/0,3-28=-2227/0,4-28=-2227/0,4-29=-2330/0,5-29=-2330/0, 5-30=-2330/0,6-30=-2330/0,6-7=-2330/0,7-31=-2330/0,8-31=-2330/0 BOT CHORD 18-19=011410,17-19=0/1410,17-20=0/1410,16-20=0/1410,15-16=0/1410,15-21=0/2580,14-21=0/2580,14-22=0/2580, 13-22=0/2580,13-23=0/2330,12-23=0/2330,12-24=0/1385,11-24=0/1385,11-25=0/1385,10-25=0/1385 WEBS 6-12=-306/0,2-18=-1592/0,2-17=0/299,2-15=0/922,3-15=-292/0,4-15=-448/31,8-10=-1563/0,8-11=13/291, 4-14=0/366,4-13=-477/95,8-12=0/1079 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1 5)This truss has been designed for a moving concentrated load of 250 Olb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1Od(0 131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means LOAD CASE(S) Standard Job russcuss ypaFly 35970 BUILDING A F06 Floor g 1 Job Reference(optional) ;---,sal Componant Corp,East Haven,CT 06512,Jay Johnson8 010 s Apr 29 2016 MiTek Industries,Inc Fri Ma 17 09 53 58 2019 Pagel ID-5g8Dg_DVduui CVKawiIPZCzN95H-JJ62O9JyaMLOfdT3bX016ERf6PyZ2j172_8efzFee7 2-6-0 1-6-7 „ 1-6-0 1-8-1 Scale=1-33 7 3x6= 4x10= 3x6= 3x6 FP= 4x10= 1 32 2 33 3 34 Tj 4 35 5 36 6 37 7 8 38 9 39 10 40 11 0 IV23 21 24 20 25 19 18 26 17 27 16 28 15 29 14 30 13 31 3x6= 4x10= 3x10 MT18H FP= 4x4= 4x4= 4x10= 3x6= (11-1-15 i 9-7-15 ,10-4-15 1 20-11-8 9-7-15 1 0-9-0 0-9-0 9-9-9 Plate Offsets(X,Y)-- (16 0-1-8,Edgel,r17:0-1-8,Edgej LOADING(psf) SPACING- 1-8-0 CSI. DEFL in (loc) I/defl UdPLATES GRIP TCLL 400 Plate Grip DOL 1.00 TC 0.53 Vert(LL) -029 16 >871 480 MT20 197/144 TCDL 12.0 Lumber DOL 1 00 BC 059 Vert(TL) -0 52 16-17 >477 240 MT18H 197/144 BOLL 0.0 Rep Stress Incr YES WB 044 Horz(TL) 0.09 12 n/a n/a 100 Code IBC2012/TPI2007 Matnx-S Weight.86 Ib FT=20%F,11%E a vvdER- BRACING- TOP CHORD 2x4 SPF No 2(flat) TOP CHORD Structural wood sheathing directly applied or 5-9-15 oc purlins, except BOT CHORD 2x4 SPF 2100F 1.8E(flat) end verticals. WEBS 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 12=1076/0-4-6 (min 0-1-8),22=1076/0-4-6 (min 0-1-8) FORCES. (lb)-Max Comp/Max.Ten.-All forces 250(lb)or less except when shown TOP CHORD 1-22=-271/0,11-12=-271/0,2-33=-3105/0,3-33=-3105/0,3-34=-3105/0,4-34=-3105/0, 4-35=-4053/0,5-35=-405310,5-36=-4053/0,6-36=-4053/0,6-37=-4053/0,7-37=-4053/0, 7-8=-3104/0,8-38=-3104/0,9-38=-3104/0,9-39=-3104/0,10-39=-3104/0 BOT CHORD 22-23=0/1844,21-23=0/1844,21-24=0/1844,20-24=0/1844,20-25=0/3857,19-25=0/3857, 18-19=0/3857,18-26=0/3857,17-26=0/3857,17-27=0/4053,16-27=0/4053,16-28=0/3861, 15-28=0/3861,15-29=0/3861,14-29=0/3861,14-30=0/1845,13-30=0/1845,13-31=0/1845, 12-31=0/1845 WEBS 2-22=-2082/0,2-21=0/298,2-20=0/1423,3-20=-29610,4-20=-850/0,10-12=-2082/0, 10-13=0/298,10-14=0/1 4211 1 9-14=-296/0,7-14=-855/0,4-18=-21/321,4-17=-170/561, 7-15=-11/321,7-16=-173/552 NOTES- 1)Unbalanced floor live loads have been considered for this design 2)All plates are MT20 plates unless otherwise Indicated. 3)All plates are 1 5x3 MT20 unless otherwise indicated. 4)This truss is designed In accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)This truss has been designed for a moving concentrated load of 250 Olb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails Strongbacks to be attached to walls at their outer ends or restrained by other means LOAD CASE(S) Standard Job cuss Truss Type ly 35970 BUILDING A F07 Floor 28 1 Job Reference(optional) Universal Componant Corp.,East Haven,CT 06512,Jay Johnson 8 010 s Apr 29 2016 MiTeK Industries,Inc Fri May 17 09 53 59 2019 Page 1 ID 5g8Dg_DVduuICVKawiIPZCzN95H-nVgNbLKaLgUHGn2F9EXGel_gtpl2nALH4giPG, -6 2-6-0 1-6-7 „ 1-6-0 „ 1-6-7 Scale=1.33 5 4x10= 3x6= 3x6= 3x6 FP= 410= 1 31 2 32 3 33 4 34 5 35 6 36 7 8 9 37 10 38 11 TI TPVill0 Pi B2 K2321 24 20 19 18 25 17 26 16 27 15 28 14 29 13 30 3x6= 4x10= 3x10 MT18H FP= 44= 44= 410= 3x6= 11-1.15 9-7-15 10-4-1 20-9-14 9-7-15 0-9-0 0-9-0 9-7-15 Plate Offsets my)- [16 0 1 8 Edge) [17.0-1-8 Edgel LOADING(psf) SPACING- 1-8-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 053 Vert(LL) -0.28 16-17 >889 480 MT20 197/144 TCDL 120 Lumber DOL 1.00 BC 057 Vert(TL) -0 51 16-17 >486 240 MT18H 197/144 BCLL 00 Rep Stress Incr YES WB 043 Horz(TL) 0.09 12 n/a n/a BCDL 10.0 Code IBC20121TP12007 Matrix-S Weight 85 Ib FT=20%F,1 LUMBER- BRACING- TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-10-10 oc purlins, - BOT CHORD 2x4 SPF 2100F 1 8E(flat) except end verticals WEBS 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/size) 12=1069/0-2-12 (min.0-1-8),22=1069/0-4-6 (min.0-1-8) FORCES. (lb)-Max.Comp/Max.Ten.-All forces 250(lb)or less except when shown TOP CHORD 1-22=-271/0,11-12=-271/0,2-32=3078/0,3-32=-3078/0,3-33=-3078/0,4-33=-3078/0, 4-34=-4000/0,5-34=-4000/0,5-35=-4000/0,6-35=-4000/0,6-36=-4000/0,7-36=-4000/0, 7-8=-3078/0,8-9=-3078/0,9-37=-3078/0,10-37=-3078/0 BOT CHORD 22-23=0/1831,21-23=0/1831,21-24=0/1831,20-24=0/1831,19-20=0/3819,18-19=0/3819, 18-25=0/3819,17-25=0/3819,17-26=0/4000,16-26=0/4000, 16-27=0/3819,15-27=0/3819, 15-28=013819,14-28=0/3819,14-29=0/1831,13-29=0/1831,13-30=011831,12-30=0/1831 WEBS 2-22=-2067/0,2-21=0/298,2-20=0/1407,3-20=-296/0,4-20=-836/0,10-12=-206710, 10-13=0/298,10-14=0/1407,9-14=-296/0,7-14=-836/0,4-18=-17/322,4-17=-189/543, 7-15=-17/322,7-16=-189/543 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated 3)All plates are 1 5x3 MT20 unless otherwise indicated 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12. 5)This truss is designed in accordance with the 2012 International Building Code section 2306 1 and referenced standard ANSI/TPI 1 6)This truss has been designed for a moving concentrated load of 250.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means LOAD CASE(S) Standard Job russ Truss Type ply 35970 BUILDING A FOS Floor Supported Gable2 1 7Job Reference(optional) �,�^^•��5a1 Componant Corp,East Haven,CT 06512,Jay Johnson 8 010 s Apr 29 2016 MiTek Industries,Inc Fri May 17 0954 00 2019 Pae 1 ID 5g8Dg_DVduui CVKawilPZCzN95H-FiEmphLC6_c8uwdRjy2VBfX5uDjwWfwQJMTFIXzFee5 Scale=1 19 9 1.5x3 II 1 31 2 32 3 33 4 34 5 35 6 36 7 37 8 38 9 39 1011 TQITI STI IT ST I `? T 21 22 20 23 19 24 18 25 17 26 16 27 15 28 14 29 13 30 12 1x4 II 3x3= 12-2-12 12-2-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.19 Vert(LL) n/a n/a 999 MT20 197/144 TCDL 120 Lumber DOL 1 00 BC 021 Vert(TL) n/a n/a 999 BCLL 00 Rep Stress Incr YES WB 0.03 Horz(TL) 000 12 n/a n/a BCDL 100 Code IBC2012/TP12007 Matrix-S Weight:44 Ib FT=20%F,11%E ER- BRACING- JHORD 2x4 SPF No 2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SPF No 2(flat) end verticals WEBS 2x4 SPF No 2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing OTHERS 2x4 SPF No 2(flat) REACTIONS All bearings 12-2-12. (lb)- Max Grav All reactions 250 Ib or less at joint(s)except 21=276(LC 34),12=281(LC 43),20=309(LC 35),19=309(LC 36),18=309(LC 37),17=309(LC 38),16=309(LC 39),15=309(LC 40),14=307(LC 41),13=314(LC 42) FORCES. (lb)-Max Comp/Max Ten.-All forces 250(lb)or less except when shown TOP CHORD 1-21=-264/10 WEBS 2-20=-280/0,3-19=-279/0,4-18=-279/0,5-17=-279/0,6-16=-279/0,7-15=-280/0,8-14=-279/2,9-13=-28210 NOTES- 1)All plates are 1x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web) 4)Gable studs spaced at 1-4-0 oc 5)This truss Is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1 6)This truss has been designed for a moving concentrated load of 250 Olb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0 131"X 3")nails Strongbacks to be attached to walls at their outer ends or restrained by other means LOAD CASE(S) Standard Job russruss ype Y 35970 BUILDING A F09 Floor Supported Gable 2 1 Job Reference(optional) Universal Component Corp.,East Haven,CT 06512,Jay Johnson 8.010 s Apr 29 2016 MT fek Industries,Inc Fri May 17 09 54 02 2019 Page 1 ID 5g8Dg_DVduulCVKawiIPZCzN95H-B4MWENMSdbss7EnggN4zG4cRWOQLdQimgyMn^-r:-I4 Scale=1 12 8 1.5x3 11 1 20 2 21 3 22 4 23 5 24 6 7 11 11 T1 0 1 IT, 5T, IT, Tj T 1F11 F11 F1 ao I B Lim- 14 15 13 16 12 17 11 18 10 19 9 8 1x4 II 7-0-6 7-0-6 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 400 Plate Grip DOL 1.00 TC 0.18 Vert(LL) n/a - n/a 999 MT20 197/144 TCDL 120 Lumber DOL 1.00 BC 019 Vert(TL) n/a - n/a 999 BCLL 00 Rep Stress Incr YES WB 003 Horz(TL) 0.00 8 n/a n/a BCDL 10.0 Code IBC2012ITP12007 Matrix-S Weight.26 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, e: BOT CHORD 2x4 SPF No.2(flat) end verticals WEBS 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing OTHERS 2x4 SPF No.2(flat) REACTIONS. All bearings 7-0-6. (lb)- Max Uplift All uplift 100 Ib or less at joint(s)14,9 except 8=-148(LC 20) Max Grav All reactions 250 Ib or less at joint(s)8 except 14=274(LC 22),13=312(LC 23),12=308(LC 24), 11=308(LC 25),10=311(LC 26),9=329(LC 20) FORCES. (lb)-Max.Comp./Max.Ten -All forces 250(lb)or less except when shown. TOP CHORD 1-14=-262/11 WEBS 2-13=-281/0,3-12=-279/0,4-11—279/0,5-10 Job cusscuspe y 35970 BUILDING A F10 ]TF1,,rST' 131 Job Reference(optional) 1--sal Componant Corp,East Haven,CT 06512,Jay Johnson 8 010 s Apr 29 2016 MiTek Industries,Inc Fri May 17 09.54 03 2019 Pae 1 ID•5g8Dg_DVduui CVKawiIPZCzN95H-gHvuRIN4OvJIOM0O4bCpH9XTQdIL9s?KhvJszFee2 I 2-6-0 1-10-10_ 6 I 1-6-0 - i 1-10-6 Scale=1 25 9 3x6= 4x4= 44= 3x6 FP= 3x8= 1 26 2 27 3 TI 28 4 29 5 30 6 7 31 8 32 9 IV 0 m 1 19 17 20 16 15 21 14 22 13 23 12 24 11 25 3x6= 3x6 FP= 3x8= 3x8= 3x6= 7-4-6 8-1-68-10-6 16-2-12 7-4-6 0-9-0 0-9-0 7-46 Plate Offsets(X,Y)-- r4:0-1-8,Edge],(5 0-1-8,Edge) LOADING(psf) SPACING- 1-8-0 CSI. DEFL in (loc) I/dell Ud PLATES GRIP TOLL 400 Plate Grip DOL 1.00 TO 0.49 Vert(LL) -0 12 13-14 >999 480 MT20 197/144 TCDL 120 Lumber DOL 1 00 BC 071 Vert(TL) -0 22 13-14 >863 240 BOLL 00 Rep Stress Incr YES WB 0.33 Horz(TL) 005 10 n/a n/a 10.0 Code IBC2012/TPI2007 Matrix-S Weight:66 Ib FT=20%F,11%E _-...JER- BRACING- TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, except BOT CHORD 2x4 SPF No.2(flat) end verticals. WEBS 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing REACTIONS. (Ib/size) 10=832/0-2-12 (min 0-1-8),18=832/0-2-12 (min.0-1-8) FORCES. (lb)-Max.Comp./Max Ten -All forces 250(lb)or less except when shown. TOP CHORD 1-18=271/0,9-10=271/0,2-27=-2166/0,3-27=-2166/0,3-28=-2166/0,4-28=-2166/0,4-29=-2423/0,5-29=2423/0, 5-30=-2166/0,6-30=-2166/0,6-7=-2166/0,7-31=-2166/0,8-31=-2166/0 BOT CHORD 18-19=0/1381,17-19=0/1381,17-20=0/1381,16-20=0/1381,15-16=0/1381,15-21=0/2423,14-21=0/2423,14-22=0/2423, 13-22=0/2423,13-23=0/2423,12-23=0/2423,12-24=0/1381,11-24=0/1381,11-25=0/1381,10-25=0/1381 WEBS 2-18=-1559/0,2-17=0/296,2-15=0/887,3-15=-317/0,8-10=-1559/0,8-11=0/296,8-12=0/887,6-12=-317/0, 4-15=-504/106,5-'12=-504/106 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1 5x3 MT20 unless otherwise indicated 3)Provide mechanical connection(by others)of truss to bearing plate atjoint(s)10,18. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1 5)This truss has been designed for a moving concentrated load of 250 Olb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 cc and fastened to each truss with 3-10d(0 131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job russ Truss Typety y 35970 BUILDING A Fit Floor 4 1 Job Reference(optional) Universal Componant Corp.,East Haven,CT 06512,Jay Johnson8.010 s AAipr 29 2016 Mi Tek Industries,Inc. Fri May 17 09 54 04 2019 Page 1 I D.5g8Dg_DVduui CVKawilPZCzN95H-8TTGe2019C6aNYxDyn7RLVhiCgzaSR90E-RTr•IzFeei 2-6-0 2-0-0 „ 1r 6-0 , 2-0-0 Scale=1 26 4 3x8= 4x4= 4x4= 3x6 FP= 3x8= 1 26 2 27 3 28 4 29 5 30 6 7 31 8 32 9 T1. T20 cc tVI T 1 19 17 20 16 15 21 14 22 13 23 12 24 11 25 3x6= 3x6 FP=3x8= 3x8= 3x6= 7-6-0 8 3 0 9-0-0 16-6-0 7-6-0 0-9-0 0-9 0 7-6-0 Plate Offsets(X Y)- (4 0-1-8 Edgel f5 0-1-8 Edgel LOADING (psf) SPACING- 1-8-0 CSI. DEFL. In (loc) I/defl Ud PLATES GRIP TCLL 400 Plate Grip DOL 1 00 TC 0.49 Vert(LL) -0.13 14-15 >999 480 MT20 197/144 TCDL 12.0 Lumber DOL 1.00 BC 074 Vert(TL) -0 24 13-14 >826 240 BCLL 0.0 Rep Stress Incr YES WB 033 Horz(TL) 006 10 n/a n/a BCDL 100 Code IBC20121TP12007 Matnx-S Weight 67 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, exuGNr BOT CHORD 2x4 SPF No.2(flat) end verticals WEBS 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 10=846/0-4-6 (min.0-1-8),18=846/0-4-6 (min.0-1-8) FORCES. (lb)-Max Comp/Max.Ten -All forces 250(lb)or less except when shown TOP CHORD 1-18=-271/0,9-10=-271/0,2-27=-2221/0,3-27=-2221/0,3-28=-2221/0,4-28=-2221/0,4-29=-2507/0,5-29=-2507/0, 5-30=-2221/0,6-30=-2221/0,6-7=-2221/0,7-31=-2221/0,8-31=-2221/0 BOT CHORD 18-19=0/1407,17-19=0/1407,17-20=0/1407,16-20=0/1407,15-16=0/1407,15-21=0/2507,14-21=0/2507,14-22=0/2507, 13-22=012507,13-23=012507,12-23=0/2507,12-24=0/1407,11-24=0/1407,11-25=0/1407,10-25=0/1407 WEBS 2-18=-1588/0,2-17=0/296,2-15=0/920,3-15=-31 7/0,8-10-1588/0,8-11=0/296,8-12=0/920,6-12=-317/0, 4-i5=-533/95,5-12=-533/95 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1 5x3 MT20 unless otherwise indicated 3)This truss is designed in accordance with the 2012 International Building Code section 2306 1 and referenced standard ANSIlTPI 1. 4)This truss has been designed for a moving concentrated load of 250 Olb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Old(0 131"X 3")nails Strongbacks to be attached to walls at their outer ends or restrained by other means LOAD CASE(S) Standard Job russ Trmuss ype my 35970 BUILDING A F12 Floor 3 1 Job Reference(optional) ^^;mesal Componant Corp,East Haven,CT 06512,Jay Johnson 6 010 s Apr 29 2016 MiTek Industries,Inc Fri May 17 09 54 05 2019 Page 1 ID-5g8Dg_DVduui CVKawilPZCzN95H-dl fsOPLwWER_IVPVVegulEt3ELABw09SeA0OlzFee0 2-6-0 I 2-3-14 1-7-10 2-3-14 Scale=1.19 6 1x3 II 3x6= 1x3 II 1x3 II 3x6= 1x3 II 1 18 2 19 3 20 4 21 5 22 6 Li 0 12 13 11 14 10 15 93 16 8 17 1 x3 11 3x3= 1 x3 I I 4x4= 4x4= 5-2-6 5-11-6 6-8-6 12-0-6 5-2-6 0-9-0 0-9-0 5-4-0 Plate Offsets(X,Y)-- (7:Edge,0-1-81 f12:Edge 0-1-8] LOADING(psf) SPACING- 1-8-0 CSI. DEFL In floc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1 00 TC 0.48 Vert(LL) -0.13 8-9 >999 480 MT20 197/144 TCDL 120 Lumber DOL 1 00 BC 0.59 Vert(TL) -0 16 8-9 >898 240 BCLL 00 Rep Stress Incr YES WB 0.23 Horz(TL) 002 7 n/a n/a 10.0 Code IBC2012fTP12007 Matrix-S Weight.48 lb FT=20%F,11%E ",...SER- BRACING- TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SPF No 2(flat) end verticals. WEBS 2x4 SPF No 2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing �- REACTIONS. (Ib/size) 12=615/Mechanical,7=615/0-4-6 (min.0-1-8) FORCES. (lb)-Max.Comp/Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12 Job russ Truss TypQty F'ely 35970 BUILDING A F13 Floor 5 1 Job Reference(optional) Universal Componant Corp.,East Haven,CT 06512,Jay Johnson 8 010 s Apr 29 2016 MTek Industries,Inc. Fn May 17 09 54(16 2019 Page 1 ID5g8Dg_DVduulCVKawiIPZCzN95H-4sb13kQzhgMlcr4b3C9vRwm2pdgQwNJJhlwawP- -' 2-6-0 2-3-14 „ 1-6-0 r 2-3-14 i Scale=1 19 4 1x3 II 3x6= 1x3 II 1x3 11 3x6= 1x3 II 1 18 2 19 3 20 4 21 5 22 6 0 in 1 12 13 11 14 10 15 93x3= 16 8 17 1x3 II 3x3= 1x3 II 4x4= 4x4= 5-2-6 5-11-6 6-8-6 11-10-12 5-2-6 0-9-0 0-9-0 5-2-6 Plate Offsets my)— f7 Edge 0-1-81 [12 Edge 0-1-81 LOADING(psf) SPACING- 1-8-0 CSI. DEFL. in (loc) 1/dell L/d PLATES GRIP TCLL 400 Plate Grip DOL 1.00 TC 0.48 Vert(LL) -012 8-9 >999 480 MT20 197/144 TCDL 120 Lumber DOL 1.00 BC 0.59 Vert(TL) -0.15 8-9 >931 240 BCLL 00 Rep Stress Incr YES WB 023 Horz(TL) 0.02 7 n/a n/a BCDL 100 Code 1BC2012/TP12007 Matrix-S Weight:48 Ib FT=20%F, 1+ F LUMBER- BRACING- TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SPF No.2(flat) end verticals WEBS 2x4 SPF No.2(flat) BOT CHORD Rigid ceding directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 12=608/Mechanical,7=60810-2-12 (min 0-1-8) FORCES. (lb)-Max Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=-271/0,6-7=-27110,2-19=-1295/0,3-19=-1295/0,3-20=-1295/0,4-20=-1295/0,4-21=-1295/0,5-21=-1295/0 BOT CHORD 12-13=0/953,1 1-1 3=019 53,11-14=0/953,10-14=0/953,10-15=0/1295,9-15=0/1295,9-16=0/953,8-16=0/953, 8-17=0/953,7-17=0/953 WEBS 2-12=-1075/0,2-11=0/311,5-7=-1075/0,5-8=01311,2-10=-18/473,5-9=-18/473 NOTES- 1)Unbalanced floor live loads have been considered for this design- 2)Refer to girder(s)for truss to truss connections 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)7 4)This truss is designed in accordance with the 2012 International Building Code section 2306 1 and referenced standard ANSI/TPI 1 5)This truss has been designed for a moving concentrated load of 250.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0 131"X 3")nails Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard r Job russ I russ Type ply 35970 BUILDING A F14 Floor Supported Gable 2 t Job Reference(optional ,.'! ^rsal Componant Corp,East Haven,CT 06512,Jay Johnson 8 010 s%29 2016 MiTek Industries,Inc Fri May 17 09 54 07 2019 Pa e 1 ID•5g8Dg_DVduulCVKaHnIPZCzN95H-Y29PH4QbS7U9E4ndwg8z7JIC17sftgSwyf7Sdzp8 e_ 1 1x3 II 9 2 1X311 10 3 1x3 II Scale=1.102 Lj L1 Ll m W1 T1 W1 0 1 6 7 5 8 4 1 x3 11 1 x3 11 1x3 I I 2-4-6 2-4-6 LOADING(psf) SPACING 2-0-0 CSI. DEFL In (loc) I/defl Ud PLATES GRIP TCLL 400 Plate Grip DOL 1 00 TC 0.18 Vert(LL) n/a n/a 999 MT20 197/144 TCDL 120 Lumber DOL 1 00 BC 019 Vert(TL) n/a n/a 999 BCLL 00 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 4 n/a n/a BCDL 100 Code IBC2012/TP12007 Matrix-S Weight 10 Ib FT=20%F,11%E 3ER- BRACING- CHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-4-6 oc purlins, except BOT CHORD 2x4 SPF No.2(flat) end verticals WEBS 2x4 SPF No 2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing OTHERS 2x4 SPF No.2(flat) REACTIONS. (lb/size) 6=72/2-4-6 (min 0-1-8),4=51/2-4-6 (min 0-1-8),5=154/2-4-6 (min 0-1-8) Max Grav 6=276(LC 10),4=268(LC 12),5=305(LC 11) FORCES. (Ib)-Max Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-6=-263/0,3-4=-258/15 WEBS 2-5=-276/0 NOTES- 1)Gable requires continuous bottom chord bearing 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 4)This truss is designed In accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1 5)This truss has been designed for a moving concentrated load of 250 Olb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X3")nails Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job cuss Truss Type tyPly 35970 BUILDING A F15 Floor Supported Gable 1 1 Job Reference(optional) Universal Component Corp.,East Haven,CT 06512,Jay Johnson 8 010 s Apr 29 2016 MTek Industries,Inc. Fri May 17 09 54 09 2019 Page 1 ID.5g8Dg_DVduulCVKawilPZCzN95H-URH9imSr IktTJpAkLic2YOdbrpK7n91NG8EWVI- 1,• i Scale=1 26 1 3x6 FP= 1 43 2 44 3 45 4 46 5 47 6 48 7 49 8 50 9 51 10 11 52 12 53 13 54 14 55 15 Ii 1 E 1 1 S-11 1 1�1 1 1 1 ll 1 m 30 31 29 32 28 33 27 26 25 34 24 35 23 36 22 37 21 38 20 39 19 40 18 41 17 42 16 3x6 FP= 16-8-4 16-8-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl L/d PLATES GRIP TCLL 400 Plate Grip DOL 1 00 TC 019 Vert(LL) n/a - n/a 999 MT20 197/144 TCDL 12.0 Lumber DOL 1.00 BC 0.19 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 000 16 n/a n/a BCDL 100 Code IBC2012/TP12007 Matrix-S Weight 58 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, ex BOT CHORD 2x4 SPF No.2(flat) end verticals WEBS 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing OTHERS 2x4 SPF No.2(flat) REACTIONS. All bearings 16-8-4 (lb)- Max Uplift All uplift 100 Ib or less at joint(s)30,16 Max Grav All reactions 250 lb or less atfoint(s)except 30=274(LC 43), 16=260(LC 56),29=312(LC 44),28=308(LC 45),27=309(LC 46),25=309(LC 47),24=309(LC 48),23=309(LC 49),22=308(LC 50),21=310(LC 51),20=310(LG 52),19=308(LC 53),18=311(LC 54),17=295(LC 55) FORCES. (lb)-Max Comp/Max.Ten -All forces 250(lb)or less except when shown TOP CHORD 1-30-262/11,15-16=-252153 WEBS 2-29=-281/0,3-28=-279/0,4-27=-279/0,5-25=-279/0,6-24--279/0,7-23=-279/0, a-22=-279/3,9-21=-281/0, 11-20=-27610,12-19 490404 74-0572 L 32-1008 2-0100 T01GE - 2-01-00 00 D ® G03 rt 10 --- 9 VO4 3 f Ilt f III IIIIt g qIIII \Vo5 L ` IIII (D If I e O ' IIII V06 g I III n a I aE V03 tl R N IIL..,t _p _ —�, FD �p -Il -d -1 ylV01i -4 =i� �ttII1 1 -H -1 -dt 1 19 -i' -I' -i 6 rnlllm rn w� rn op o� m� mi o� ohm o H O MD7' r^ 301 III � m n IIII. III ' �� M02 0 �'Moz GI 1j, ff II LA M02 I>,J II _-L In I'M02 T02 �� m fl N 3 � Illi M02 T02I- I 10 A N II 02 ° < ��' la102 Iii_ S^ lu Tz m i3 - g Moz Q c 3 N MD2 0aq 2 111 ' :^ Dill I=1�J-- — - - ll SII T02 21 � q SII jM° r R 2 i12 1I fD MD2 1Q - - T01, I �Mo JJ__- �' I tlll T01` If p I4M02 I_J� Q ��1, M01� anj GO o' o[ 0 05 �$ a o �'II -Hs � -Hs -H � -I -4= -H . . In .1 m�lll m} rn rn rn m�' w rn my rn� o rn o-rn m rn^ t in _t m � Ira — to aol (fnl 3 gg mi 10 V02 III00 g 010 it IIII ' a f10 1 N O N IIII VO6 g hull 13n IIW VO5 _ gam III N 1 itl Z++ VO4 III n €€€-------- 2-D OO G03 I 2 D T01GE b 14-0512 32-10-08 6 49-0404 THIS IS A TRUSS PLACEMENT DIAGRAM ONLY ex bum—,des and as Indnndlul bwldmg components W be incorporated into the W9dng desgn at the Ip—Reetwn of the m tAYODT LS THI SOLE SOUIB I FOR rmwc:ATON Or TRUSSJIS AND VOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER TRUSS uild,ng d-9,_.—&M..1 d=- shirts for eads wss dedgn identfiied on the Phcement drawing The Wlldnlg designer is YOUFS REVIEW AND APPROVAL OF THIS LAYOUT MUST BE RECEIVED BEFORE ANY TRUSSES WILL BE BUILT,VERIFY ALL esp ble tar tempoary and permanent braang vl the roof and Roar syatem and for the overall Iv.-le The devgn of the truss CONDMONS TO INSURE AGNNST CHANGES THAT WILL RESULT IN EM CHARGES TO YOU port soucture including headers,beams walls,and mU—Is the rttpontl fily of the Wddl,designer Far general gmd— garding bnong,rorsuk'Bracmg of Wind Trusses'available Som th¢Truss Plast Institute Sfl9 D Ondno Dmr Madeon,WI531:9 ENEWED BY APPROVED BY DATE Job N.—V eyatd Vk Bdldbg Coda:2015 IBC CV--Camfer Realty lldlrlj As rmtetl on engineering Ale Address County Roar)d8 Sales Rep Cnv ST TIP C.remnrvt NY 11966 I Drwnrwr lav B h—B Job russcuss I ype Qty Ply 35970R4 BUILDING A ROOF G01 COMMON GIRDER 2 3 Job Reference(optional) Universal Componant Corp,East Haven,CT 06512,Jay Johnson 8 010 s Apr 29 2016 MiTek Industries,Inc Fri May 171210.58 2019 Page 1 ID:CJfzLSItdIA3UBTh_TBsZKzFcuX-eioVaio3lz_6pstt7tUfFfuNYxME9F121 wA681-c-`h 4-9 4 9 2 15 13-8-11 18-2-6 22-8-2 27-1-14 31-7-9 36 1 5 40-7-0 45-4-4 4-9-4 4-5-12 4 5-12 4-5 12 4-5-12 4-5-12 4 5-12 4-5-12 4-5-12 4-9 4 Scale=1 73 4 3 75 12 6x8 11 29 7 30 5x6% 5x6 4x6� 6 8 4x6 5x6-- 28 31 5x6 45 910 4x4% 27 32 4x4 3 11 OE rz 4x4% 26 33 4x4 2 45 12 34 HUS26 25 13 0 1 TO 111`1 - fill 1111 10 H Hill 111 41 4243 44 21 45 46 47 48 49 50 51 1752 53 54 55 56 57 58� Io 6x14=35 3637 36 39 40 24 23 22 20 19 18 16 15 14 59 HUS26 2x4 11 4x4= HUS26 7x10 MT18H= HUS26 8x8- 5x6= HUS26 46= HUS26 4x4= 20 11 6x14= HUS26 HUS26 HUS26 HUS26 4x6= HUS26 5x6= HUS26 HUS26 HUS26 7x10 MT18H= HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 441-4 9 4 9 2-15 13 8-11 18-2-6 22-8-2 27-1-14 31-7-9 36-1-5 40 7-0 45 4-4 4 9 4 4-5 12 4-5-12 4-5 12 4-5-12 4-5-12 4---12 4 5-12 4-5 12 4-9 4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TOLL(roof) 30.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0 55 19-20 >973 240 MT20 197/144 Snow(Pf/Pg)19.3/25 0 Lumber DOL 1 15 BC 0.87 Vert(CT) -1 04 19-20 >520 180 MT18H 197/144 TCDL 100 Rep Stress Incr NO WB 0.86 Horz(CT) 0 31 13 n/a n/a BCLL 0 0 ' Code IBC2015/TP12014 Matrix-S Weight:766 Ib FT=20% BCDL 180 LUMBER- BRACING- TOP CHORD 2x6 SPF No.2"Except" TOP CHORD Structural wood sheathing directly applied or 4-9-15 oc purlins T1:2x6 SPF 2100F 1 8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing BOT CHORD 2x6 SPF 2100F 1.8E WEBS 2x4 SPF No.2 REACTIONS. (Ib/size) 1=9008/0-5-8 (min.0-4-11),13=9202/0-5-8 (min 0-4-13) Max Horz 1=-76(LC 73) Max Upliftl=-603(LC 12),13-609(LC 12) Max Grav 1=11144(LC 2),13=11384(LC 2) FORCES. (lb)-Max Comp/Max Ten -All forces 250(lb)or less except when shown TOP CHORD 1-25=-29148/1579,2-25=-29049/1586,2-26=-28410/1558,3-26=2835611568, 3-27=-25522/1421,4-27=-25479/i421,4-5=-25438/1429,5-28=-22121/1255, 6-28=-2207011264,6-29=-187211109i,7-29=-18635/1099,7-30=18635/1099, 8-30=1 8721/1091,8-31=-2206211260,9-31=-22112/1252,9-10=-25389/141 8, 10-32=-25430/1410,11-32=-25473/1410,11-33=-28277/1550,12-33=28330/1540, 12-34=-28999/1567,13-34=-29099/1559 BOT CHORD 1-35=-1457/27273,35-36=-1457/27273,36-37=-1 457127273,24-37=-1457/27273, 24-38=-1457/27273,38-39=-1457127273,39-40=-1 457/27273,23-40=-1 457/27273, 23-41=-1424/27126,41-42=-1 424/27126,42-43=-1424/27126,22-43=-1424/27126, 22-44=-1248/24322,21-44=-1 248124322,20-21=-1248/24322,20-45=-1050/21066, 45-46=-1050/21066,46-47=-1 060/21066,19-47=-1050/21066,19-48=-1046/21058, 48-49=-1046/21058,49-50=-1046/21058, 18-50=-1046/21058,18-51=-1238/24275, 17-51=-1238/24275,17-52=-1238/24275,16-52=-1238/24275,16-53=-1407/27049, 53-54=-1 407/27049,15-54=-1407127049,15-55=-1439/27230,55-56=-1 439/27230, 14-56=-1439/27230,14-57=-1439127230,57-58=1439/27230,58-59=-1439/27230, 13-59=-1439/27230 WEBS 7-19=-570/10568,8-19=-5298/317,8-18=-228/4980,9-18=A5521270,9-16=-161/3833, 11-16=-3394/204,11-15=-73/2235,12-15=-374/46,12-14=-35/1624,6-19=-5311/323, 6-20=-234/4993,5-20=-4608/280,5-22=-170/3885,3-22=-3430/212,3-23=-79/2262, 2-23=-357/46,2-24=-3711615 NOTES- 1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x6-2 rows staggered at 0-4-0 oc. Bottom chords connected as follows 2x6-2 rows staggered at 0-5-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design 4)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCD L=6-Opsf;h=25ft;B=45ft;L=24ft,eave=611;Cat 11, Exp B;enclosed;MWFRS(directional),cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1 60 plate grip DOL=1-60 Continued on page 2 Job russ runs ype y 35970R4 BUILDING A ROOF G01 COMMON GIRDER 2 Job Reference o clonal Universal Componant Corp,East Haven,CT 06512,Jay Johnson - 8 010 s Apr 29 2016 MiTek Industries,Inc Fri May 17 12.10 58 2019 Page 2 ES- ID CJfzL5ltdIA3UBTh_T8sZKzFcuX-eloValo3lz_6pstt7tUfFfuNYxME?FI21wA68CzFodh ML ASCE 7-10,Pr=30 0 psf(roof live load.Lumber DOL=1.15 Plate D0L=1 15),Pg=25 0 psf(ground snow);Pf=19.3 psf(flat roof snow:Lumber DOL=1.15 Plate D0L=1 15),Category Il;Exp B,Partially Exp.;Ct=1.1 6)Unbalanced snow loads have been considered for this design 7)All plates are MT20 plates unless otherwise indicated. 8)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 9)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 10)Two RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1 and 13.This connection is for uplift only and does not consider lateral forces 11)This truss is designed in accordance with the 2015 International Building Code section 2306 1 and referenced standard ANSI/TPI 1 12)This truss has been designed for a moving concentrated load of 250 Olb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. 13)Use Simpson Strong-Tie HUS26(14-1 Od Girder,4-1 Od Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max starting at 2-0-12 from the left end to 44-0-12 to connect truss(es)T04(1 ply 2x4 SPF),T05(1 ply 2x4 SPF),T06(1 ply 2x4 SPF)to back face of bottom chord 14)Fill all nail holes where hanger is in contact with lumber LOAD CASE(S) Standard 1)Dead+Snow(balanced)-Lumber Increase=1 15,Plate Increase=1.15 Uniform Loads(pit) Vert-1-7=-59,7-13=-58,1-13=-36 Concentrated Loads(lb) Vert:21=-632(8)15=-632(8)20=-632(B)35=-642(6)37=-642(6)38=-642(B)40=-642(8)41=-642(6)43=-642(6)44=-636(B)45=-632(B)47=-632(B)48=-632(B) 50=-632(B)51=-632(8)52=-632(B)53=632(8)54=-632(B)55=-632(B)56=-632(8)57=-632(B)59=-632(B) Job cuss Truss Type y 35970R4 BUILDING A ROOF G03 Common Girder 2 2 Job Reference o tional Universal Componant Corp,East Haven,CT 06512,Jay Johnson 8 010 s AAppr 29 2016 M Tek Industries,Inc. Fri May 17121100 2019 Page 1 ID.CJfzL5ltdIA3UBTh TBsZKzFcuX-a5wG7OgJHaEg2A1GFIW7L4zpE18VTG9KVEfDC5zFcdf 3-711 7-2-14 10-10-1 14-5-12 3-7-11 3-7-3 3-7-3 3-7-11 4x6 11 Scale=1-49 4 3 10 11 12 00 12 3x6// 3x6 2 4 11 V 9 12 5 1 Iop Ln III I iffF0 op 13 8 14 15 16 7 17 18 19 6 2021 4x4= 44= HUS26 2x4 11 HUS26 6x8= 2x4 11 HUS26 HUS26 HUS26 HUS26 3-7-11 7-2-14 10-10-1 14-5-12 3-7-11 13-7-3 3-7-3 3-7-11 Plate Offsets(X.Y)— 1 0-0-0,0-0-4, 5:0-0-0,0-0-4, :0-4-0 0-4-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL(roof) 300 Plate Grip DOL 1.15 TC 020 Vert(LL) -0.03 6-7 >999 240 MT20 197/144 Snow(Pf/Pg)19.3/25 0 Lumber DOL 1.15 BC 050 Vert(CT) -0 07 6-7 >999 180 TCDL 100 Rep Stress Incr NO WB 0.39 Horz(CT) 0 02 5 n/a n/a BOLL 0.0 ' Code IBC2015(rP12014 Matrix-S Weight 155 lb FT 20% BCDL 180 LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins BOT CHORD 2x6 SPF No.2 BOT CHORD Rigid ceding directly applied or 10-0-0 oc bracing WEBS 2x4 SPF No.2 REACTIONS. (Ib/size) 1=2638/0-5-8 (min.0-2-9),5=2541/0-5-8 (min 0-2-7) Max Horz 1=-168(LC 45) Max Upliftl=-178(LC 10),5=-171(LC 10) Max Grav 1=3263(LC 2),5=3143(LC 2) FORCES. (lb)-Max Comp/Max.Ten -All forces 250(lb)or less except when shown. TOP CHORD 1-9=-3821/214,2-9=-37391231,2-10=2571/210,3-10=-2468/237,3-11=-2468/237, 4-11=-2570/210,4-12=-3700/229,5-12=-3781/212 BOT CHORD i-13=-126/2483,8-13=-12612483,8-14=-I26/2483,14-I5=-I26/24B3,i5-116=A26/2483, 7-16=-126/2483,7-17=-91/2455,17-18=-91/2455,18_19=-91/2455,6-19=-91/2455, 6-20=-91/2455,20-21=-9112455,5-21=-9 1/2455 WEBS 3-7=-263/3205,4-7=-1059/150,4-6=-44/1506,2-7=-I 0991153,2-8=-48/1563 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows- Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc Webs connected as follows 2x4-1 row at 0-9-0 oc 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph,TODL=6 Opsf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat ll, Exp B,enclosed;MWFRS(directional),cantilever left and right exposed;end vertical left and right exposed,Lumber DOL=1 60 plate grip DOL=1.60 5)TOLL:ASCE 7-10;Pr=30 0 psf(roof live load-Lumber DOL=1 15 Plate DOL=1.15);Pg=25.0 psf(ground snow);Pf=19 3 psf(flat roof snow Lumber DOL=1.15 Plate'DOL=1 15);Category Il,Exp B;Partially Exp;Ct=1 1 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1 and 5.This connection is for uplift only and does not consider lateral forces 9)This truss is designed in accordance with the 2015 International Building Code section 23061 and referenced standard ANSI/TPI 1 10)This truss has been designed for a moving concentrated load of 250 Olb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads 11)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the left end to 12-0-12 to connect truss(es)T04(1 ply 2x4 SPF)to front face of bottom chord 12)Fill all nail holes where hanger is in contact with lumber. QQW'®tQ013 VPgR4hdard Job russcuss "a ty y 3597084 BUILDING A ROOF G03 Common G rder 2 2 Job Reference(optional) - --sal Componant Corp,East Haven,GT 06512,Jay Johnson 6.010 s Apr 29 2016 MTeh Industries,Inc. Fri May 17 12-11 00 2019 Pase 2 ID:CJfzL5ltdIA3UBTh_T8sZ FcuX-a5wG9OgJHaEg2A1GFIW7L4zpEIBVTG9KVEfDC5zFodi —J CASE(S) Standard 1)Dead+Snow(balanced) Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert-1-3=-58,3-5=-58.1-5=-36 Concentrated Loads(lb) Vert:13=-642(F)14=-642(F)16=-642(F)17=-642(F)19=-642(F)20=-642(F) Job Fuss Truss Typety y 35970R4 BUILDING A ROOF M01 Monopitch Supported Gable 2 1 Job Reference(optional) Universal Componant Corp.,East Haven,CT 06512,Jay Johnson 8 010 s Apr 29 2016 MiTek Industries,Inc. Fri May 17 12 11 012019 Page 1 ID.CJfzL5ltdIA3UBTh_T8sZKzFcuX-2HTeDkgy2uMhgJb5p?1 MtlWye8U1 CoGUjuPmf" 5-6-12 $8-8 5-6-12 0-1-8 2x4 [I Scale=1-12 6 3.6 1110 3 4 3.00 F12 2 9 8 F:�g 7 T1 m W1 0 ST1 1 B1 11 6 12 5 4x4= 3x6 11 2x4 I I 0-4-85-6-12 1 0-4-8 5-2-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL(roof) 300 Plate Grip DOL 1.15 TC 0.35 Vert(LL) 000 3 n/r 120 MT20 197/144 Snow(Pf/Pg)19.3/25 0 Lumber DOL 1.15 BC 0.42 Vert(CT) 000 3 n/r 120 TCDL 100 Rep Stress Incr YES WB 0.08 Horz(CT) 0 00 5 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-S Weight 16 lb FT=20% BCDL 180 LUMBER- BRACING- TOP CHORD 2x4 SPF No-2 TOP CHORD Structural wood sheathing directly applied or 5-6-12 oc purlins, BOT CHORD 2x4 SPF No.2 end verticals WEBS 2x4 SPF Not BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 1=177/5-2-4 (min 0-1-8),5=-318/5-2-4 (min 0-1-8),6=669/5-2-4 (min 0-1-8) Max Horz 1=56(LC 13) Max Upliftl=-9(LC 12),5=-507(LC 37),6=-69(LC 12) Max Grav 1=355(LC 35),5=55(LC 40),6=889(LC 32) FORCES. (Ib)-Max.Comp/Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-5=263/371 WEBS 2-6=-629/470 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6 Opsf;BCDL=6 Opsf,h=25ft;B=45ft,L=24ft,eave=2ft;Cat.II, Exp B;enclosed;MWFRS(directional)and C-C Corner(3)0-0-0 to 3-0-0,Exterior(2)3-0-0 to 5-8-4 zone;cantilever left and right exposed ;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown,Lumber DOL=1 60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL•ASCE 7-10;Pr=30.0 psf(roof live load-Lumber DOL=1 15 Plate DOL=1.15);Pg=25 0 psf(ground snow);Pf=19.3 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category ll,Exp B;Partially Exp.;Ct=1.1;Min.flat roof snow load governs 4)Unbalanced snow loads have been considered for this design 5)Gable studs spaced at 2-0-0 oc 6)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 7)`This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,6 except Ot=lb) 5=507. 9)Non Standard bearing condition Review required 10)This truss is designed in accordance with the 2015 International Building Code section 2306 1 and referenced standard ANSI/TPI 1. 11)This truss has been designed for a moving concentrated load of 250.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads LOAD CASE(S) Standard Job russ rugs I ypey 35970R4 BUILDING A ROOF M02 Monopdch 14 1 o tlonalJob Rofern.e 1,1- -rsal Componant Corp,East Have CT 06512,Jay Johnson 8 010 s Alor 29 2016 MiTek Induslnes,Inc Fn May 1712.11 03 2019 Page 1 ID CJfzLSItdIA3UBTh_TBsZKzFcuX-_gbOeQsCaVcOvdlrwQ4gylbEpy5Sg�lnBCutpQzFcdc 5-6-12 546-12 2x4 11 Scale=1:12 5 2 3 30012 7 6 5 T1 W1 0 1 1 131 4x6 11 3 4 4x4= 2x4 11 0-4-8 5-6-12 0-4-8 5-2-4 Plate Offsets(X,Y)-- �1 0-0-7 0-1-61 f1:0-0-12 1-0-4) LOADING(psf) SPACING- 2-0-0 CSI. DEFL ( in loc) I/doff Ud PLATES GRIP TSnow CLL(roof) 30 0 25 0 Plate Grip DOL 1.15 TC 0.63 Vert(LL) -0.17 1-4 >366 240 MT20 197/144 TCDL(Pf/Pg)19 3110.0 Lumber DOL 1.15 BC 0.74 Vert(CT) -0 25 1-4 >249 180 00 Rep Stress Incr YES WB 000 Horz(CT) 0 00 4 n/a n/a 18.0 Code IBC2015(TP12014 Matnx-S Weight.16 Ib FT=20% .....lER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-12 oc purlins, except BOT CHORD 2x4 SPF No 2 end verticals WEBS 2x4 SPF No 2 BOT CHORD Rigid ceding directly applied or 8-7-2 oc bracing WEDGE Left:2x4 SPF No 2 MITek recommends that Stabilizers and required cross bracing be Installed dunng truss erection,in accordance with Stabilizer REACTIONS. (Ib/size) 4=263/Mechanical,1=247/0-4-8 (min 0-1-8) Installationuide Max Horzi=56(LC 15) Max Upllft4=28(LC 12),1=l 6(LC 12) Max Grav4=402(LC 33),1=396(LC 34) FORCES. (lb)-Max.Comp/Max Ten.-All forces 250(lb)or less except when shown TOP CHORD 2-4=-308/134 NOTES- 1)Wind*ASCE 7-10;VuIt=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6 Opsf,h=25ft,8=45ft;L=24ft,eave=oft,Cat II, Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)0-2-4 to 3-2-4,Interior(1)3-2-4 to 5-8-4 zone;cantilever left and right exposed end vertical left and right exposed,C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1 60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pr=30.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=25.0 psf(ground snow);Pf=19.3 psf(flat roof snow,Lumber DOL=1 15 Plate DOL=1 15);Category II;Exp B,Partially Exp;Ct=1.1;Min.flat roof snow load governs 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT atit(s)1.This connection is for uplift only and does not consider lateral forces 9)This truss is designed in accordance with the 2015 International Budding Code section 2306 1 and referenced standard ANSIVTPI 1-. 10)This truss has been designed for a moving concentrated load of 250.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. LOAD CASE(S) Standard Job toss I toss I ypetY Y 35970114 BUILDING A ROOF T01 Common 6 Job Referenceo tional Universal Componant Corp,East Haven,CT 06512,Jay Johnson 8 010 s Apr 29 2016 MTek Industries,Inc. Fn May 17 12 1104 2019 Pagel ID.CJfzL51tdIA3UBThTBsZKzFcuX-Ss9mdtgLpkFXnK1U8b3Vw8MYMUVP17wPsdRL - Q l Orb 774911 9 1 15-2-9 22-8-2 30-1-11 37-7-3 45-4-4 46e 0-10-8 7-9-1 7-5-9 7-5-9 7-5-9 7-5-9 7-9-1 0 11 Scale=1 74 4 3.75F1_2 5x6= 6 2324 25 26 4x4 5x6% 4522 7 27 5x6 8 21 4 28 4x4 4x4 9 3 W4 W4 29 20 30 19 I I 1011 0 X01 2 jr7 n 412 31 18 32 1716 33 t5 34 1413 35 12 36 4x12 2x4 I I 5x8 MT18H= 5x8= 44= 2x4 11 4x4= 5x8 MT18H= 7-9-115-2-9 22-8-2 30-1-11 37-7-3 45-4-4 7-9-1 7-5-9 7-5-9 7-5 9 7-5-9 7-9-1 Plate Offsets(X Y) [2.0-0-13,0-2-01,[10 0 0 13 0-2-01 - LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well Ud PLATES GRIP TCLL(roof) 30.0 Plate Grip DOL 1 15 TC 0.82 Vert(LL) -0.40 15 >999 240 MT20 197/144 Snow(Pf/Pg)19 3/25.0 Lumber DOL 1.15 BC 056 Vert(CT) -0.78 15-17 >686 180 MT18H 197/144 TCDL 10.0 Rep Stress Incr YES WB 059 Horz(CT) 0.22 10 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-S Weight*230 Ib FT=011 1 BCDL 180 LUMBER- BRACING- TOP CHORD 2x6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-12 oc purlins BOT CHORD 2x6 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing WEBS 2x4 SPF No.2 WEBS 1 Row at midpt 7-15,9-13,5-15,3-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation gulde. REACTIONS. (Ib/size) 2=2186/0-5-8 (min 0-3-7),10=2186/0-5-8 (min 0-3-7) Max Horz2=77(LC 15) Max Uplift2=-143(LC 16),10=-143(LC 16) Max Grav2=2692(LC 2),10=2692(LC 2) FORCES. (lb)-Max Comp/Max.Ten -All forces 250(lb)or less except when shown TOP CHORD 2-19=-6832/4i 9,19-20=-6740/425,3-20=-6734/441,3-21=-5714/410,4-21=-5625141 0, 4-5=-5605/423,5-22=-4367/357,22-23=-4359/371,23-24=-4272/371,6-24=4261/384, 6-25=-4261/384,25-26=4272/371,26-27=4359/371,7-27=-4367/357,7-8=-5605/423, 8-28=-5625/410,9-28=-5714/410,9-29=-6734/441,29-30=-6740/425,10-30=-6832/419 BOT CHORD 2-31=-358/6373,18-31=-358/6373,18-32=-358/6373,17-32=-358/6373,16-17=-274/5373, 16-33=-274/5373,15-33=-274/5373,15-34=-275/5373,14-34=-275/5373,13-14=-275/5373, 13-35=-359/6373,12-35=-359/6373,12-36=-359/6373,10-36=-359/6373 WEBS 6-15=-63/1992,7-15=-1 594/146,7-13=0/680,9-13=-1 120/92,9-12=0/512,5-15=-1 594/146, 5-17=0/680,3-17=-1 120/92,3-18=0/512 NOTES- 1)Unbalanced roof live loads have been considered for this design 2)Wind-ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph,TCDL=6 Opsf;BCDL=6 Opsf;h=25ft;B=45ft,L=24ft,eave=6ft;Cat ll, Exp B,enclosed,MWFRS(directional)and C-C Exterior(2)-0-10-8 to 2-1-8,Interior(1)2-1-8 to 22-8-2,Exterior(2)22-8-2 to 25-8-2 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1 60 3)TCLL ASCE 7-10;Pr=30 0 psf(roof live load-Lumber DOL=1.15 Plate DOL=1.15);Pg=25 0 psf(ground snow);Pf=19.3 psi(flat roof snow.Lumber DOL=1 15 Plate DOL=1.15);Category 11,Exp B;Partially Exp.;Ct=1 1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 12 0 psf or 1 00 times flat roof load of 19 3 psf on overhangs non-concurrent with other live loads. 6)All plates are MT20 plates unless otherwise indicated 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 8)'This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at It(s)2 This connection is for uplift only and does not consider lateral forces 10)Two RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at 1t(s)10 This connection is for uplift only and does not consider lateral forces. 11This tguss is deVigned in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPl 1 Co tinue on page Job Truss runs ype ply 35970R4 BUILDING A ROOF T01 Common 6 1 Job Reference(optional) ,at Componant Corp,East Haven,GT 06512,Jay Johnson 8 010 s AAppr 29 2016 MiTek Industries,Inc Fn M�ayy 171211� 042019 Page 2 ID CJfzL5ltdIA3UBTh TBsZKzFcuX-Ss9mrltgLpkFXnK1 U8b3Vw8MAUVP17wPsdRLszFcdb S- �r .,its truss has been designed for a moving concentrated load of 250.Oib live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads LOAD CASE(S) Standard Job mss Truss Typety y 35970R4 BUILDING A ROOF T01GE Common Supported Gable 6 1 Job Reference(optional) Universal Component Corp,East Haven,CT 06512,Jay Johnson 8 010 s Apr 29 2016 MTek Industries,Inc Fn May 171211 06 2019 Page 1 ID.CJfzL5ItdIA3UBTh_T8sZKzFcuX-PFHXGRu4tQ?zm5UPbZdXaLDsc9Ght2xDtA6X— Z _V-110-01 0- 7-2-14 14-5-12 5-4- 107-2-14 7-2-14 -10- 18 4x4— Scale:1/4"=1' 6 22 23 5 7 12 00 12 21 24 4 8 20 25 3 9 19 26 G T �1 2 l 1 110 0 o Jo 27 18 28 17 29 16 30 15 31 14 32 13 33 12 34 3x8 II 3x8 11 14-5-12 14-5-12 Plate Offsets(X Y)— (2 Edge 0-0-7) r10•Edge 0-0-71 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL(roof) 30.0 Plate Grip DOL 1.15 TC 015 Vert(LL) 0.00 10 n/r 120 MT20 197/144 Snow(Pf/Pg)19.3/25.0 Lumber DOL 1 15 BC 0.13 Vert(CT) -0.00 10 n/r 120 TCDL 10.0 Rep Stress Incr YES WB 0.18 Horz(CT) 0.00 10 n/a n/a BCLL 0.0 ' Code IBC2015/TP12014 Matnx-S BCDL 18.0 Weight.75 Ib FT LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing OTHERS 2x4 SPF No.2 MITek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left-2x4 SPF No 2,Right:2x4 SPF No.2 Installation guide. REACTIONS. All bearings 14-5-12 (lb)- Max Horz 2=-182(LC 12) Max Uplift All uplift 100 Ib or less atjoint(s)2,10,16,17,18,14,13,12 Max Grav All reactions 250 Ib or less at joint(s)except 2=305(LC 40),10=305(LC 48),15=346(LC 60),16=363(LC 59),17=366(LC 58),18=341(LC 57),14=363(LC 61),13=366(LC 62),12=341(LC 63) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown WEBS 5-16=-2821122,4-17=-284/134,3-18=273/133,7-14=-282/122,B-13=-284/134, 9-12=-273/133 NOTES- 1)Unbalanced roof live loads have been considered for this design 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCD L=6 Opsf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat II, Exp B;enclosed,MWFRS(directional)and C-C Corner(3)-0-10-8 to 2-1-8,Exterior(2)2-1-8 to 7-2-14,Corner(3)7-2-14 to 10-2-14 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1 60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1 4)TCLL.ASCE 7-10;Pr=30.0 psf(roof live load.Lumber DOL=1.15 Plate DOL=1 15);Pg=25 0 psf(ground snow);Pf=19 3 psf(flat roof snow-Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Partially Exp;Ct=1 1 5)This truss has been designed for greater of min roof live load of 12 0 psf or 1.00 times flat roof load of 19 3 psf on overhangs non-concurrent with other live loads. 6)All plates are 1x4 MT20 unless otherwise indicated 7)Gable requires continuous bottom chord bearing 8)Gable studs spaced at 2-0-0 oc. 9)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 10)"This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,10,16,17,18,14, 13,12. 12)Beveled plate or shim required to provide full bearing surface with truss chord atloint(s)2. 13)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 14)This truss has been designed for a moving concentrated load of 250 Olb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads LOAD CASE(S) Standard Job Truss I cuss I ype ply 35970R4 BUILDING A ROOF T02 Common 8 1 Job Reference(optional) Universal Componant Corp,East Haven,CT 06512,Jay Johnson 8 010 s Apr 29 2016 MTek Industries,Inc Fri Mat*17 12 11 08 2019 Pagel ID C IfzL5ltdIA3UBTh_T8sZKzFcuX-LdPHh7wLO1 Fh0Oeolzf2fm121zk7Lt3WKUbeUdz cdX 10x8 _7-9-1 15-2-9 22-8-2 29-5-11 36-3-3 43-4-4 44-2-�2 10•8 7-5-9 7-5-9 6-9-9 6-9-9 7-1-1 0-10-8 Scale=1:73 6 3.75 Fj2 5x6= 6 4x4 5� 2425 26 ,27 4x4_—48 48% 5 23 728 8 4x4 22 4 29 4x4 3 W6 x6 9 4x6 W4 4 21 2 10 30 12 20 I 11 ' 2 Io Cl) 4x12 31 19 32 1817 33 16 34 15 14 35 13 36 5x12 MT18H 11 2x4 11 6x8= 4x8= 6x8= 44= 2x4 I I 4x4= 7-9-1 15-2-9 22-8-2 29-5-11 36-3-3 43-4-4 7-9-1 7-5-9 7-5-9 6-9-9 6-9-9 7-1-1 Plate Offsets(X,Y)-- f2:0-0-13,0-2-01,[11.0-9-6,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell L/d PLATES GRIP TCLL(roof) 300 Plate Grip DOL 1 15 TC 0.77 Vert(LL) -0.32 18 >999 240 MT20 197/144 Snow(Pf/Pg)19 3/25 0 Lumber DOL 1 15 BC 0.96 Vert(CT) -0.6416-18 >804 180 MT18H 197/144 R�DL 10.000 Rep Stress Incr YES WB 0.59 Horz(CT) 0.20 11 n/a n/a 180 k Code IBC2015/TP12014 Matrix-S Weight:229 Ib FT=20% IER- BRACING- TOP CHORD 2x6 SPF No.2*Except` TOP CHORD Structural wood sheathing directly applied or 2-6-7 oc purlins T1 2x6 SPF 2100F 1 8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: BOT CHORD 2x6 SPF 2100F 1.8E'Except* 2-2-0 oc bracing:16-18 B2 2x6 SPF No.2 WEBS 1 Row at midpt 3-18,5-16,7-16 WEBS 2x4 SPF No 2 MiTek recommends that Stabilizers and required cross bracing SLIDER Right 2x6 SPF No 2 3-8-13 be Installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 2=2103/0-5-8 (min.0-3-5),11=2089/0-5-8 (min.0-3-4) Max Horz2=80(LC 15) Max UpIIft2=-139(LC 16),11=-I 32(LC 16) Max Grav2=2590(LC 2),11=2571(LC 2) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown TOP CHORD 2-20=-6520/400,20-21—6427/406,3-21.6422/422,3-22=-5389/389,4-22=-5300/389, 4-5=-5280/403,5-23=4030/337,23-24=4012/350,24-25=-3934/351,6-25=-3923/364, 6-26=-3933/366,26-27=-3934/355,7-27=-40241354,7-28=-4792/384,8-28=-4808/383, 8-29=-4873/372,9-29=-4938/371,9-10=-51671359,10-30=-5171/338,11-30=-5301/336 BOT CHORD 2-31=-376/6078,19-31=-376/6078,19-32=-376/6078,18-32=-37,6/6078,17-18=-291/5064, 17-33=-291/5064,16-33=-291/5064,16-34=-254/4683,i5-34=-25414683,14-15=-254/4683, 14-35=-287/4774,13-35=-287/4774,13-36=-287/4774,11-36=-287/4774 WEBS 3-19=0/512,3-18=-1 128/94,5-18=0/685,5-16=-1603/145,6-16=-59/1832,7-16=-12451119, 7-14=0/484,9-14=-290/133,9-13=0/451 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind-ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6 Opsf;h=25ft;B=45ft;L=24ft;eave=5ft;Cat 11; Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)-0-10-8 to 2-1-8,Intenor(1)2-1-8 to 22-8-2,Exterlor(2)22-8-2 to 25-8-2 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1 60 plate grip DOL=1.60 3)TCLL.ASCE 7-10;Pr=30 0 psf(roof live load:Lumber DOL=1 15 Plate DOL=1.15);Pg=25.0 psf(ground snow);Pf=19 3 psf(flat roof snow Lumber DOL=1.15 Plate DOL--1.15),Category II;Exp B;Partially Exp,Ct=1.1 4)Unbalanced snow loads have been considered for this design. , 5)This truss has been designed for greater of min roof live load of 12.0 psf or 1 00 times flat roof load of 19.3 psf on overhangs non-concurrent with other live loads. 'Dlates are MT20 plates unless otherwise indicated truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads its truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit –between the bottom chord and any other members. 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 11.This connection is for uplift only and does not consider lateral forces. 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. Continued on page 2 Job cuss Truss Type Y Y 35970R4 BUILDING A ROOF T02 Common 8 1 Job Reference(optional) Universal Componant Corp,East Haven,CT 06512,Jay Johnson 8 010 s%P29 2016 MTek Industries,Inc. Fri May 17 12 11 08 2019 Page 2 ID_CJfzL5ltdIA3UBTh_T8sZKzFcuX-LdPHh7wL01 FhOOeolzf?fml2fzk7Lr3WKUbeU" NOTES- 11)This truss has been designed for a moving concentrated load of 250.Olb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads LOAD CASE(S) Standard Job russcuss ype ty ply 35970R4 BUILDING A ROOF T03 Common 2 1 Job Reference(optional) Universal Componant Corp,East Haven,CT 06512,Jay Johnson 80 010 s q�r 29 2016 Mi-rek Industries,Inc Fn May 17 12.11 09 2019 Page 1 I D.CJfzL51tdIA3UBTh_T8sZKzFcuX-pgyfuTwz9LNYdYD_HhBEC_rLJN794POfZ8LC14zFcdW 3-7-11 7-2-14 10-10-1 14-5-12 3-7-11 3-7-3 3-7-3 3-7-11 4x4= Scale 1/4"=1' 3 11 12.00F1_2 10 1x4 9 12 1x4 2 4 8 13 7 14 1 5 1 ' 1 W1T9 15 16 3x8 11 6 3x8 11 3x8= 7-2-14 14-5-12 ' 7-2-14 7-2-14 Plate Offsets(X,Y)-- ]i Edge,0-0-71,r5:Edge,0-0-71 LOADING(psf) SPACING- 2-0-0 CSI. DEFL In (loc) I/defl Ud PLATES GRIP TCLL(roof) 30.0 Plate Grip DOL 1 15 TC 0.31 Vert(LL) -025 1-6 >673 240 MT20 197/144 Snow(Pf/Pg)19 3/25.0 Lumber DOL 1 15 BC 0.78 Vert(CT) -035 1-6 >479 180 R^DL 10.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.01 5 n/a n/a 0.0 ' g 18.0 Code IBC2015ITP12014 Matrix-S Weight.62 Ib FT=20% -___ER- BRACING- TOP CHORD 2x4 SPF No 2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 9-6-8 oc bracing. WEBS 2x4 SPF No.2 MITek recommends that Stabilizers and required cross bracing WEDGE be Installed during truss erection,In accordance with Stabilizer Left 2x6 SPF No.2,Right:2x6 SPF No.2 Installation guide REACTIONS. (Ib/size) 1=662/0-5-8 (min 0-1-8),5=662/0-5-8 (min 0-1-8) Max Horz 1=-1 70(LC 12) Max Upliftl=34(LC 14),5—34(LC 14) Max Grav1=813(LC 2),5=813(LC 2) FORCES. (lb)-Max.Comp./Max Ten -All forces 250(lb)or less except when shown. TOP CHORD 1-7=-867/106,7-8=-787/120,2-8=-6871i 23,2-9=-697/135,9-10=592/148,3-10=-580/164, 3-11=-580/164,11-12=-592/148,4-12=697/135,4-13=-687/123,13-14=-787/120, 5-14=-867/106 BOT CHORD 1-15—27/565,6-15=27/565,6-16=-9/533,5-16=-9/533 WEBS 3-6=-128/601 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind ASCE 7-10,Vult=130mph(3-second gust)Vasd=103mph;TCDL=6 Opsf,BCDL=6 Opsf;h=25ft;B=45ft;L=24ft;eave=4ft,Cat Il, Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 7-2-14,Exterior(2)7-2-14 to 10-2-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL ASCE 7-10;Pr=30.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=25.0 psf(ground snow);Pf=19.3 psf(flat roof snow Lumber DOL=1 15 Plate DOL=1 15);Category ll;Exp B,Partially Exp,Ct=1.1 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 6)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1 and 5.This connection is for uplift only and does not consider lateral forces 7)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSVTPI 1 8)This truss has been designed for a moving concentrated load of 250.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads CASE(S) Standard Job cuss I russ I ypeY 35970R4 BUILDING A ROOF T04 Common 12 1 Job Reference(optional) Universal Componant Corp.,East Haven,CT 06512,Jay Johnson 8 010 s Apr 29 2016 MTek Industries,Inc. Fr,May 17 12 11.11 2019 Page 1 1 D:CJfzL51tdIA3UBTh_T8sZKzFcuX-IC4QJ9yDhydGtsMN06DiHPwg WApBYJly1 Sg15vzFcdU 3-7-11 7-2-14 10-10-1 14-5-12 3-7-11 3-7-3 3-7-3 3-7-11 44= Scale=1.46 9 3 10 11 12 00 12 1x4\\ 9 12 1x4 2 4 8 13 7 14 1 5 1 1 W1i4 m 15 6 16 3x8 11 3x8 I I 3x8= 7-2-14 145-12 7-2-14 7-2-14 Plate Offsets(X Y)-- rl:Edge 0-0-71 f5•Edge 0-0-71 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL(roof) 30.0 Plate Grip DOL 1 15 TC 033 Vert(LL) -0.27 1-6 >642 240 MT20 197/144 Snow(Pf/Pg)19 3/25 0 Lumber DOL 1.15 BC 0.81 Vert(CT) -0.38 1-6 >454 180 TCDL 100 Rep Stress Incr YES WB 015 Horz(CT) 0.01 5 n/a n/a BOLL 00 Code IBC2015/TP12014 Matnx-S Weight:61 Ib FT=20% BCDL 18.0 - LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-3 oc purlins BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 9-0-8 oc bracing WEBS 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left-2x4 SPF No.2,Right 2x4 SPF No.2 Installation guide REACTIONS. (Ib/size) 1=678/Mechanical,5=678/Mechanical Max Horz 1=170(LC 13) Max Upliftl=-35(LC 14),5=-35(LC 14) Max Grav1=833(LC 2),5=833(LC 2) FORCES. (lb)-Max Comp/Max.Ten -All forces 250(lb)or less except when shown TOP CHORD 1-7=-902/109,7-8=-81 91111,2-8=-737/126,2-9=725/137,9-10—621/149,3-10=608/165, 3-11—608/165,11-12=-621/149,4-12=-7251137,4-13=-737/126,13-14=-819/111, 5-14=-902/109 BOT CHORD 1-15=-24/596,6-15=-24/596,6-16=-11/569,5-16=-11/569 WEBS 3-6=-130/633 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6 Opsf;BCDL=6 Opsf;h=25ft;B=45ft;L=24ft,eave=4ft;Cat 11, Exp B;enclosed,MWFRS(directional)and C-C Exterior(2)0-0-12 to 3-0-12,Intenor(1)3-0-12 to 7-2-14,Extenor(2)7-2-14 to 10-2-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 3)TOLL:ASCE 7-10;Pr=30 0 psf(roof live load Lumber DOL=1.15 Plate DOL=1 15);Pg=25 0 psf(ground snow);Pf=19 3 psf(flat roof snow Lumber DOL=1 15 Plate DOL=1 15);Category 11;Exp B;Partially Exp;Ct=1.1 4)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 5)'This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,5 8)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1 9)This truss has been designed for a moving concentrated load of 250.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. LOAD CASE(S) Standard Job cuss russ ype ty y 35970R4 BUILDING A ROOF T05 Common 2 1 Job Reference(optional) I irnuarcal Componant Corp,East Haven,CT 06512,Jay Johnson 8 010 s Apr 29 2016 MiTek Industries,Inc Fri May 17 12.11 12 2019 Page 1 ID CJfzL5ltdIA3UBTh_T8sZKzFcuX-DPeoWUzrSG17UOxZypkxgcTrFa9PHm15F6ZsdOzFcdT 3-7-11 7-2-14 10-10-1 14-5-12 3-7-11 3-7-3 3-7-3 3-7-11 4x4= Scale 1/4"=1' 3 12 00 F12 10 11 1x4 9 12 1x4 G 2 4 8 / 13 7 14 1 5 1 HW1 W2ITc> a -5 15 16 3x8 11 6 3x8 I I 3x8= 7-2-14 14-5-5 14-5-12 7-2-14 7-2-7 —0-8-8 Plate Offsets(X,Y)-- r1:Edge,0-0-71,f5-Edge,0-0-71 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/def] Ud PLATES GRIP TCLL(roof) 300 Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.27 1-6 >639 240 MT20 197/144 Snow(Pf/Pg)19 3/25 0 Lumber DOL 1.15 BC 0.81 Vert(CT) -038 1-6 >449 180 TCDL 10.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0 01 5 n/a n/a P^'' 0.0 Code I802015fTP12014 Matrix-S Weight:61 Ib FT=20% 18.0 L_...__R- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-8 oc purlins BOT CHORD 2x4 SPF No 2 BOT CHORD Rigid ceiling directly applied or 9-0-0 oc bracing WEBS 2x4 SPF No 2 MITek recommends that,Stabilizers and required cross bracing WEDGE be Installed during truss erection,In accordance with Stabilizer Left:2x4 SPF No.2,Right 2x6 SPF No.2 Installation guide REACTIONS. (Ib/size) 1=672/Mechanical,5=672/0-4-9 (min 0-1-8) Max Horz 1=170(LC 13) Max Upliftl=-34(LC 14),5=34(LC 14) Max Grav1=825(LC 2),5=825(LC 2) FORCES. (lb)-Max.Comp./Max Ten -All forces 250(lb)or less except when shown TOP CHORD 1-7=-891/108,7-8=-809/110,2-8=-726/126,2-9=7151136,9-10—610/149,3-10=597/164, 3-11=597/165,11-12=-609/149,4-12=714/136,4-13=-724/124,13-14=-805/109, 5-14=-886/107 BOT CHORD 1-15—25/590,6-15=-25/590,6-16=9/548,5-16=-9/548 WEBS 3-6=-130/621 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind.ASCE 7-10,Vu]t=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf,h=25ft,B=45ft;L=24ft;eave=4ft,Cat ll, Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)0-0-12 to 3-0-12,Interior(1)3-0-12 to 7-2-14,Exterior(2)7-2-14 to 10-2-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1.60 3)TCLL ASCE 7-10;Pr=30.0 psf(roof live load Lumber DOL=1 15 Plate DOL=1 15);Pg=25.0 psf(ground snow);Pf=19.3 psf(flat roof snow Lumber DOL=1 15 Plate DOL=1.15);Category II;Exp B,Partially Exp;Ct=1.1 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20 Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 6)Refer to girder(s)for truss to truss connections 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1. 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at ft(s)5.This connection Is for uplift only and does not consider lateral forces. 9)This truss is designed In accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. in'Tr,-S truss has been designed for a moving concentrated load of 250.Olb live located at all mid panels and at all panel points along the Chord and Bottom Chord,nonconcurrent with any other live loads LOAD CASE(S) Standard Job cuss I russ I ypeY 35970R4 BUILDING A ROOF T06 Common 30 1 Job Reference(optional) Universal Componant Corp.,East Haven,CT 06512,Jay Johnson 8 010 s Apr 29 2016 MTek Industries,Inc. Fri May 17 12 11 14 2019 Page 1 ID CJfzL5ltdIA3UBTh—T8sZKzFcuX-AnmYxA_6—t'2gkJ5y3EmPv1YAkOgslfbOjP2yiHzFcdR 3-7-1 i 7-2-14 10-10-1 14-5-12 d 5-4-4 3-7-11 3-7-3 3-7-3 3-7-11 10 44= Scale-1/4"=1' 3 11 12 12 00 12 1x4\\ 10 13 1x4 2 4 9 IV 14 8 1 1 HW1 256 to 15 7 16 3x8 11 3x8 I 3x8= 7-2-14 14-5-12 7-2-14 7-2-14 Plate Offsets(X Y)— f1•Edge 0-0-7j f5 Edge 0-0-7j LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TOLL(roof) 30.0 Plate Grip DOL 1 15 TO 0.33 Vert(LL) -027 1-7 >640 240 MT20 1971144 Snow(Pf/Pg)19.3/25 0 Lumber DOL 115 BC 0.81 Vert(CT) -0.38 1-7 >446 180 TCDL 100 Rep Stress Incr YES WB 0.14 Horz(CT) 001 5 n/a n/a BOLL 00 Code IBC2015/TP12014 Matnx-S Weight 63 Ib FT=20% BCDL 180 — LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-14 oc purlins BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 8-11-9 oc bracing WEBS 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing WEDGE be Installed during truss erection,in accordance with Stabilizer Left:2x4 SPF No.2,Right 2x6 SPF No 2 Installation guide REACTIONS. (Ib/size) 5=737/0-5-8 (min.0-1-8),1=668/Mechanical Max Horz 1=-178(LC 12) Max Uplifts=-71(LC 14),1=-33(LC 14) Max Grav5=915(LC 2),1=819(LC 2) FORCES. (lb)-Max Comp/Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=-882/107,8-9=-800/109,2-9=-717/124,2-10_706/135,10-11=601/148, 3-11=-589/163,3-12=-5891155,12-13=-599/139,4-13=403/126,4-14=714/115, 5-14=-875/100 BOT CHORD 1-15=-131592,7-15=-13/592,7-16=0/532,5-16=0/532 WEBS 3-7=-126/618 NOTES- 1)Unbalanced roof live loads have been considered for this design 2)Wind ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph,TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=45ft,L=24ft,eave=4ft;Cat.11, Exp B,enclosed,MWFRS(directional)and C-C Exterior(2)0-0-12 to 3-0-12,Interior(1)3-0-12 to 7-2-14,Exterior(2)7-2-14 to 10-2-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1.60 3)TOLL ASCE 7-10;Pr=30.0 psf(roof live load-Lumber DOL=1.15 Plate DOL=1 15);Pg=25 0 psf(ground snow),Pf=19.3 psi(flat roof snow-Lumber DOL=1.15 Plate DOL=1.15);Category II,Exp B;Partially Exp.;Ct=1 1 4)This truss has been designed for greater of min roof live load of 12.0 psf or 1 00 times flat roof load of 19 3 psf on overhangs non-concurrent with other live loads 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1. 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at 1t(s)5 This connection is for uplift only and does not consider lateral forces 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1 11)This truss has been designed for a moving concentrated load of 250.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. LOAD CASE(S) Standard Job russ cuss ype fyTTJOI 3597OR4 BUILDING A ROOF T07 Common p Reference o tional Universal Componant Corp,East Haven,CT 06512,Jay Johnson 8 010 s Apr 29 2016 MiTek Industnes,Inc Fn May 17 12.11 162019 Pagel ID CJfzL5ltdIA3UBTh_T8sZKzFcuX-6AtJMsOMWVFYzdFKBfpt_SeXaBX5DZChAjX3nAzFcdP 10- 3-7-11 7-2-14 101 0-1 14-5-12 %- 10- 3-7-11 3-7-3 3-7-3 3-7-11 -10- 4x4= Scale 1/4"=1' '4 71 12 12 00 Fl2 1)'4" 10 13 1x4 3 5 9 14 1 1 2 1 167 Fr 15 8 16 l�aQ 3x8 I I 3x8 11 3x8= 7-2-14 14-5-12 Plate Offsets(X,Y)-- (2 Edoe 0-0-71 r6-Edge,0-0-2j 7-2-14 7.2_14 LOADING(psf) SPACING 2-0-0 CSI. DEFL in floc) I/defl Ud PLATES GRIP TCLL(roof) 30.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL) -024 2-8 >706 240 MT20 197/144 Snow(Pf/Pg)19.3/25 0 Lumber DOL 1 15 BC 076 Vert(CT) -033 2-8 >503 180 �T^DL 10.0* Rep Stress Incr YES WB 013 Horz(CT) 001 6 n/a n/a 18.0 Code IBC2015/TP12014 Matrix-S Weight 65 Ib FT=20% ------ER- BRACING- TOP CHORD 2x4 SPF No 2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins BOT CHORD 2x4 SPF No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS WEDGE 2x4 SPF No.2 MITek recommends that Stabilizers and required cross bracing Left.2x6 SPF No.2,Right-2x6 SPF No 2 be installed during truss erection,In accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 2=727/0-5-8 (min.0-1-8),6=727/0-5-8 (min 0-1-8) Max Horz 2=182(LC 13) Max Uplift2—69(LC 14),6=69(1_C 14) Max Grav 2=902(LC 2),6=902(LC 2) FORCES. (lb)-Max Comp/Max.Ten -All forces 250(lb)or less except when shown. TOP CHORD 2-9—856/98,3-9=695/114,3-10—684/125,10-11=-580/137,4-11=570/153, 4-12=-570/153,12-13=-580/137,5-13=-684/125,5-14=-695/114,6-14=-856/98 BOT CHORD 2-15=-14/560,8-i5=-14/560,8-16=0/520,6-16=0/520 WEBS 4-8=-111/596 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6 Opsf;BCDL=6.Opsf,h=25ft,B=45ft;L=24ft;eave=4ft,Cat II, Exp B;enclosed;MWFRS(directional)and C-C Extenor(2)-0-10-8 to 2-1-8,Interior(1)2-1-8 to 7-2-14,Extenor(2)7-2-14 to 10-2-14 zone,cantilever left and right exposed,end vertical left and right exposed,C-C for members and forces&MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1 60 3)TCLL ASCE 7-10,Pr=30.0 psf(roof live load Lumber DOL=1 15 Plate DOL=1 15);Pg=25.0 psf(ground snow);Pf=19.3 psf(flat roof snow-Lumber DOL=1 15 Plate DOL=1.15),Category II;Exp B;Partially Exp,Ct=1 1 4)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 19.3 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 6)*This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at It(s)2 and 6 This connection is for uplift only and,does not consider lateral forces 8)This truss is designed in accordance with the 2015 International Building Code section'23061 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250 Olb live located at all mid panels and at all panel points along the - T-n Chord and Bottom Chord,nonconcurrent with any other live loads. �CASE(S) Standard Job NG runs russ ype Qty Y 35970R4 BUILD IIN A ROOF V01 Valley 2 Job Reference(optional) Universal Component Corp.,East Haven,CT 06512,Jay Johnson 8.010 s Apr 29 2016 Mi l ek Industries,Inc Fri Mayy 171211 18 2019 Pagel ID CJfzL5ltdIA3UBTh_TBsZKzFcuX-2Z?3nY1c26VGDxP114rL3t1tS?KmhTc_et0Ar2zFcdN 16-6-15 33 1 14 16-6-15 16-6-15 Scale=1 51 6 3 75 12 4x4= 6 7 8 31 4x4% q30 32 4x4 9 -- 274 28 5 33 1034 11 M 3 35 1 12 2 36 25 � 13 1 1 v v -o 0 0 0XXXXXXXXXXXXX 4x4%37 24 38 23 39 22 40 21 20 19 18 17 41 16 42 15 43 14 44 4x4 4x4= 4x4= 33-1-1 33-1-14 33-1-1 O-0-13 Plate Offsets(X Y) f4 0 2 0 Edgel f 10 0-2-0 Edael LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL(roof) 30.0 Plate Grip DOL 1.15 TO 028 Vert(LL) n/a n/a 999 MT20 197/144 Snow(Pf/Pg)19 3/25 0 Lumber DOL 1.15 BC 0.30 Vert(CT) n/a - n/a 999 TCDL 100 Rep Stress Incr YES WB 014 Horz(CT) 0.00 13 n/a n/a BOLL 00 Code IBC2015ITP12014 Matrix-S Weight 104 Ib FT=20% BCDL 180 LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing OTHERS 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection,In accordance with Stabilizer Installation guide. REACTIONS. All bearings 33-0-4 (lb)- Max Horz 1=-51(LC 14) Max Uplift All uplift 100 Ib or less at joint(s)14,15,16,24,23,22 except 19=-584(LC 62) Max Grav All reactions 250 Ib or less at joint(s)19 except 14=468(LC 74),15=475(LC 73),16=479(LC 72),18=692(LC 62),24=468(LC 66),23=475(LC 67),22=479(LC 68),20=692(LC 59),1=310(LC 45),13=310(LC 55) FORCES. (lb)-Max Comp/Max Ten -All forces 250(lb)or less except when shown WEBS 12-14=-328/104,11-15=-329/83,9-16=331/99,8-18=-358/95,2-24=-328/104, 3-23=-329/83,5-22=-331/99,6-20=-358/95 NOTES- 1)Unbalanced roof live loads have been considered for this design 2)Wind ASCE 7-10;VuIt=130mph(3-second gust)Vasd=103mph;TODL=6 Opsf;BCD L=6 Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat ll; Exp B,enclosed;MWFRS(directional)and C-C Extenor(2)1-0-1 to 4-0-0,Interior(l)4-0-0 to 16-6-15,Exterior(2)16-6-15 to 19-6-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1 60 3)TCLL:ASCE 7-10;Pr=30 0 psf(roof live load Lumber DOL=1 15 Plate DOL=1 15);Pg=25.0 psf(ground snow),Pf=19 3 psf(flat roof snow Lumber DOL=1 15 Plate DOL=1.15);Category il,Exp B;Partially Exp Ct=1-1 4)Unbalanced snow loads have been considered for this design. 5)All plates are 1x4 MT20 unless otherwise indicated 6)Gable requires continuous bottom chord bearing 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 8)"This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=18 Opsf 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)14,15,16,24,23,22 except Ot=1b)19=584. 10)This truss is designed in accordance with the 2015 International Building Code section 23061 and referenced standard ANSI/TPI 1. 11)This truss has been designed for a moving concentrated load of 250 Olb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads LOAD CASE(S) Standard Job russI cuss I ype ply 35970R4 BUILDING A ROOF V02 Valley 2 1 universal Componant Corp,East Haven,CT 06512,Jay Johnson Job Reference(optional) 6 010 s Aor 29 2016 MiTek Industries,Inc Fri May 1712:11 19 2019 Page 1 ID CJfzL5ltdIA3UBTh_T8sZKzFcuk-WIZR)u2EpQd7g5_vsnMac5G2JPg6QyM7shmINUzFcdM 10-2-2 20-4-4 10-2-2 10-2-2 Scale=1 31 6 4x4= 4 18 375 12 17 3 5 16 19 15 20 C� T 1 cy T3 co 2 gT T 6 14 i 21 1 S 7 0 a o -o 0 44% 22 13 23 12 11 24 10 25 9 26 8 27 4x4 4x4= 0-Qr13 20-4-4 0-0-13 20-3-7 LOADING(psf) SPACING- 2-0-0 CSI. DEFL In (loc) I/deft Ud PLATES GRIP TCLL(roof) 30.0 Plate Grip DOL 1 15 TC 0.27 Vert(LL) n/a n/a 999 MT20 197/144 Snow(Pf/Pg)19 3/25.0 Lumber DOL 1 15 BC 030 Vert(CT) n/a n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0 00 7 n/a n/a BCLL 0 0 180 Code IBC2015/TP12014 Matrix-S Weight:54 Ib FT=20% ER- BRACING- 'HORD 2x4 SPF No 2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SPF No.2 MITek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation cluide REACTIONS. All bearings 20-2-10 (lb)- Max Horz 1=30(LC 14) Max Uplift All uplift 100 Ib or less atloint(s)1,7,10,8,9,13,11 Max Grav All reactions 250 Ib Cr less atjoint(s)except 1=31 O(LC 41),7=31 O(LC 47),10=319(LC 56),8=474(LC 58), 9=445(LC 57),13=474(LC 54),11=445(LC 55) FORCES. (lb)-Max Comp./Max Ten -All forces 250(lb)or less except when shown WEBS 4-10=-264/31,6-8=-331/106,5-9=-318/106,2-13=-331/106,3-11=318/106 NOTES- 1)Unbalanced roof live loads have been considered for this design 2)Wind ASCE 7-10,Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6 Opsf,h=25ft;B=45ft;L=24ft;eave=4ft;Cat II, Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)1-0-1 to 4-0-0,Interlor(1)4-0-0 to 10-2-2,Exterior(2)10-2-2 to 13-2-2 zone, cantilever left and right exposed;end vertical left and right exposed,C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1 60 plate grip DOL=1.60 3)TCLL:ASCE 7-10,Pr=30 0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15),Pg=25.0 psf(ground snow);Pf=19.3 psf(flat roof snow,Lumber DOL=1 15 Plate DOL=1-15);Category II;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)All plates are 1 x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 8)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,7,10,8,9,13,11. 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSVTPI 1. 11)This truss has been designed for a moving concentrated load of 250 Olb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads LOAD CASE(S) Standard Job russ Truss Typey 35970R4 BUILDING A ROOF V03 Valley 2 1 Job Reference(optional) Universal Componant Corp.,East Haven,CT 06512,Jay Johnson 8 010 s Apr 29 2016 Mi Tek Industries,Inc. Fri May 17 12 1120 2019 Page 1 ID CJfzL51tdIA3UBTh_T8szKzFcuX=x7pCE3sajl_SEY6QVtp9loD1 puA9PFH5LVHwxzFcdL 3-9-5 7-6-10 3-9-5 3-9-5 Scale=1.13 4 4x4= 3.75 F12 2 5 4 T 1 3 1 1� 61 ,o 6 2x4 2x4 0-0113 7-6-10 0-15- 3 7-5-14 Plate Offsets(X Y)— (2 0-2-0 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL(roof) 300 Plate Grip DOL 1.15 TC 0.28 Vert(LL) n/a - n/a 999 MT20 197/144 Snow(Pf/Pg)19 3/25.0 Lumber DOL 1.15 BC 0.82 Vert(CT) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0 00 3 n/a n/a BCLL 00 ' Code iBC2015/TP12014 Matrix-S Weight 15 Ib FT=20 BCDL 18.0 - LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 7-3-12 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS- (Ib/size) 1=262f7-5-1 (min.0-1-8),3=26217-5-1 (min 0-1-8) Max Horz 1=-9(LC 14) Max Upliftl—13(LC 16),3=-13(LC 16) Max Grav 1=405(LC 37),3=405(LC 39) FORCES. (lb)-Max Comp/Max.Ten -All forces 250(lb)or less except when shown TOP CHORD 1-4=511/193,2-4=-504/197,2-5=-504/197,3-5=-511/193 BOT CHORD 1-6=-160/48113-6=-1601481 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind-ASCE 7-10;VuIt=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCD L=6 Opsf;h=25ft;B=45ft;L=24ft,eave=4ft;Cat II, Exp B,enclosed,MWFRS(directional)and C-C Extenor(2)zone;cantilever left and right exposed,end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1 60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=30.0 psf(roof live load Lumber DOL=1.15 Plate DOL=1.15);Pg=25.0 psf(ground snow);Pf=19 3 psf(flat roof snow:Lumber DOL=1 15 Plate DOL=1.15);Category II;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)Gable requires continuous bottom chord bearing 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 7)'This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3 9)This truss is designed in accordance with the 2015 International Building Code section 2306 1 and referenced standard ANSI/TPI 1 10)This truss has been designed for a moving concentrated load of 250 Olb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads LOAD CASE(S) Standard Job russ cuss ype y 35970R4 BUILDING A ROOF VO4 Valley _ 2 1 Job Reference o tional Universal Componant Corp,East Haven,CT 06512,Jay Johnson 8 010 s npr 29 2016 Mrrek Industries,Inc Fri May 1712:11 22 2019 Page 1 ID.CJfzLSItdIA3UBTh_T8sZKzFcuX-xKFadv575K0ihYiUXwvHElua4clhdlZaYf_O—PzFcdJ 3-4-6 5-46 7-4-6 10-8-12 3-4-6 2-0-0 2-0-0 3-46 4x4= Scale=1:34 3 3 11 12 1200 121x4 II 41x4 II 2 T 1 Lf 10 3T 13 9 14 All 5 1 v � a o 0 b 4x4 15 8 16 7 17 6 18 44 1x4 II 1x4 II 1x4 II r 0-9-4 3-4-6 7-4-6 , 1j0-1-E12 0-6-4 3-4-2 4-0-0 3-46 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL(roof) 300 Plate Grip DOL 1.15 TC 024 Vert(LL) n/a n/a 999 MT20 197/144 Snow(Pf/Pg)19 3!25.0 Lumber DOL 1.15 BC 0.24 Vert(CT) n/a n/a 999 TCLL 10.0 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 5 n/a n/a nCr'1' 180 Code IBC20151TP12014 Matrix-S Weight:40 Ib FT=20% ER- BRACING- 'HORD 2x4 SPF No 2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SPF No 2 MITek recommends that Stabilizers and required cross bracing OTHERS 2x4 SPF No 2 be installed during truss erection,in accordance with Stabilizer Installation quide REACTIONS. All bearings W-8-4 (ib)- Max Horz 1=-1 13(LC 12) Max Uplift All uplift 100 Ib or less at joint(s)7 except 8—1 06(LC 14),6—1 06(LC 14) Max Grav All reactions 250 Ib or less at joints)except 1=323(LC 35),5=323(LC 39),7=309(LC 45),8=429(LC 44), 6=429(LC 46) FORCES. (lb)-Max Comp/Max.Ten -All forces 250(lb)or less except when shown WEBS 2-8=-312/184,4-6=-312/184 NOTES- 1)Unbalanced roof live loads have been considered for this design 2)Wind ASCE 7-10,Vult=130mph(3-second gust)Vasd=103mph;TCDL=6 Opsf;BCDL=6.Opsf,h=25ft,B=45ft L=24ft;eave=4ft;Cat.ll, Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)0-4-4 to 3-4-6,Interior(1)3-4-6 to 5-4-6,Exterior(2)5-4-6 to 8-4-6 zone, cantilever left and right exposed,end vertical left and right exposed,C-C for members and forces&MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=30.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=25.0 psf(ground snow);Pf=19.3 psf(flat roof snow Lumber DOL=1.15 Plate DOL=1.15);Category 11;Exp B;Partially Exp.;Ct=1.1 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 6)"This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)7 except Ot=lb)8=106, 6=106 8)This truss is designed in accordance with the 2015 International Building Code section 2306 1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250.Olb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. LOAD CASE(S) Standard Job Truss Truss Type Y 35970R4 BUILDING A ROOF V05 Valley 2 1 Job Reference(optional) Universal Componant Corp.,East Haven,CT 06512,Jay Johnson 8 010 s Apr 29 2016 MTek Industries,Inc Fri May 17 12 11-23 2019 Pagel ID CJfzL5ltdIA3UBTh TBsZKzFcuX-PWpygF51se8ZJiHh5dRWmxQIUOlbMmTjnJkxWGzFcdl 3-4-6 6-8-12 3-4-6 3-4-6 i 4x4= Scale=123 0 2 12.00 12 T 1 6 5 T1 3 1 v 0 6 c 0 2x4// 7 1x4 8 2x4 0-0-4 6-8-12 0- -4 6-8-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TOLL(roof) 300 Plate Grip DOL 1 15 TC 033 Vert(LL) n/a - n/a 999 MT20 197/144 Snow(Pf/Pg)19.3/25 0 Lumber DOL 1 15 BC 026 Vert(CT) n/a - n/a 999 TCDL 100 Rep Stress Incr YES WB 003 Horz(CT) 0.00 3 n/a n/a BCLL 00 " Code IBC2015/TP12014 Matrix-S Weight 21 Ib FT=20% BCDL 180 LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection,In accordance with Stabilizer Installation quide. REACTIONS. (Ib/size) 1=159/6-8-4 (min 0-1-8),3=159/6-8-4 (min.0-1-8),4=251/6-8-4 (min 0-1-8) Max Horz 1=-68(LC 12) Max Upliftl=-28(LC 14),3=-28(LC 14) Max Grav 1=331(LC 33),3=331(LC 35),4=425(LC 38) FORCES. (lb)-Max.Comp/Max.Ten.-All forces 250(lb)or less except when shown NOTES- 1)Unbalanced roof live loads have been considered for this design 2)Wind.ASCE 7-10;VuIt=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCD L=6 Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat II; Exp B;enclosed,MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed,C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1 60 3)TOLL:ASCE 7-10;Pr=30 0 psf(roof live load Lumber DOL=1 15 Plate DOL=1.15);Pg=25.0 psf(ground snow),Pf=19 3 psf(flat roof snow Lumber DOL=1.15 Plate DOL=1 15);Category ll,Exp B;Partially Exp;Ct=1.1 4)Gable requires continuous bottom chord bearing 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3. 8)This truss is designed in accordance with the 2015 International Building Code section 2306 1 and referenced standard ANSIfTPI 1 9)This truss has been designed for a moving concentrated load of 250.Olb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads LOAD CASE(S) Standard Jo I Truss Truss I ype Uty Ply 35970R4 BUILDING A ROOF V06 Valley 2 1 �Referenceo tional Universal Componant Corp,East Haven,CT 06512,Jay Johnson 8 010 s Apr 29 2016 MiTek Industries,Inc Fri May 17 12.11 24 2019 Pa e 1 ID:CJfzL5ltdIA3UBTh_T8sZKzFcuX-liMK2b6NdyGQxsstfKylJ8zy2QOi5DEsOzTU3lzcdH 1-4-6 2-8-12 1-4-6 1-4-6 4x4= Scale=19 4 2 12.00 F12 5 4 T 1 3 1 B1 v a c o XXXXX 0 d 6 2x4// 2x4 I 2-8-8 2-8rl2 2-8-8 0-0-4 Plate Offsets(X,Y)-- )2 0-2-0,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL in floc) I/deft Ud PLATES GRIP TCLL(roof) 30.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL) n/a n/a 999 MT20 197/144 Snow(Pf/Pg)19 3/25 0 Lumber DOL 1.15 BC 0.21 Vert(CT) n/a n/a 999 RSD ' 10 0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a 0.0 ' 18.0 Code IBC2015/TPI2014 Matrix-S Weight:6 Ib FT=20% ER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-12 oc purlins. BOT CHORD 2x4 SPF No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing MITek recommends that Stabilizers and required cross bracing be Installed dunng truss erection,in accordance with Stabilizer REACTIONS. (Ib/size) 1=96/2-8-4 (min.0-1-8),3=96/2-8-4 (min 0-1-8) Installation guide. Max Horz 1.23(LC 12) Max Upliftl=5(LC 14),3=5(LC 14) Max Grav 1=307(LC 33),3=307(LC 35) FORCES. (lb)-Max Comp/Max Ten.-All forces 250(lb)or less except when shown NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind.ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf,BCDL=6.Opsf;h=25ft;8=45ft;L=24ft,eave=4ft;Cat.II; Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown,Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL ASCE 7-10;Pr=30.0 psf(roof live load-Lumber D0L=1 15 Plate DOL=1 15),Pg=25 0 psf(ground Snow);Pf=19.3 psf(flat roof snow-Lumber DOL=1.15 Plate DOL=1.15),Category ll;Exp B;Partially Exp.;Ct=1-1 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joints)1,3. 8)This truss Is designed In accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)This truss has been designed for a moving concentrated load of 250 Olb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads LOAD CASE(S) Standard ANG July 20, 2020 G'� tYs3s � Suffolk County Dept. of Health Services NOffice of Wastewater Management 3.60 Yaphank Avenue, Suite 2C Yaphank, NY 11980 236 THIRD STREET GREENPORT NY 11944 i TO: (631) 477-0248 Re: Vineyard View, LLC - "Vineyard View" Community Fax: (631) 477-1877 project#: 17106.0,00 (SCTM#: 1060-040-03-01) SCDHS Ref #. C10-18-0007 MAYOR GEORGE W. HUBBARD,JR. -Ext.215 Please be- advised that the above referenced property is TRUSTEES located within an area served by the Village of JACK MARTILOTTA Greenport. Connection to -the Village of Greenport's DEPUTY MAYOR PETER CLARKE sewer system - has- been completed in accordance with MARY BESS PHILLIPS the requirements of the Village of Greenport. JULIA ROBINS VILLAGE AUL J. PA ADMINISTRATOR PAUL J. PAShould you have any .questions or require any additional LLAS,P.E. - EXE.j19 information, please, feel free to contact meat (631) 477- 0248, x219. CLERK SYLVIA PIRILL%RMC Ext.206 incerel_y - TREASURER ROBERT BRANDT Ext.217Paul J. Pallas, P.E. Village Administrator Village of Greenport LIURAL. K. McLean Associates A °:• 437 South Country Road - Brookhaven • New York a 11719 (631)286-8668 o FAX(631)286-6314 25 Newbridge Road - Suite 304 o Hicksville . New York . 11801 https://www.lkma.com RAYMOND G.DiBIASE,P.E,PTOE,PTP,PRESIDENT and CEO Associates ROBERT A STEELE,P.E.,EXECUTIVE VICE PRESIDENT CHRISTOPHER F DWYER JAMES L.DeKONING,P E,VICE PRESIDENT STEVEN W EISENBERG,P.E ANDREW B.SPEISER MATTHEW C.JEDLICKA,LEED AP KEITH J MASSERIA,P.E VINCENT A CORRADO,P E July 17, 2020 TAMARA L STILLMAN,P L S Town of Southold Planning Department- Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold,NY 11971 Attn: Mr. John Jarski, Plainer Re: Vineyard View,LLC—"Vineyard View" Community Letter Certifying Construction of Final Drainage Plan Project#: 17106.000 (SCTM#: 1000-040-03-01) Dear Mr. Jarski: Pursuant to the Town Planning Department's request, we hereby certify that the revised drainage plan associated with the construction of the above referenced affordable (work-force) housing complex in Greenport was constructed in strict accordance with the plans submitted (via email) to the Southold Town Engineer and New York State Department of Environmental Conservation on January 21, 2020. Neither office objected to the revised plan which incorporated additional connector piping,enhanced sand collar material, shallow diffusion wells and an overflow structure with indirect discharge to the fieshwater wetland buffer area. Water quality objectives were achieved by providing overflow storage within natural retention areas populated with native grasses/plantings and having multiple leaching pools before entering the overflow discharge chamber (bubbler) along the south side of Building#2. This important component of the project has been completed to our office's satisfaction. If your office should have any questions relative to this site plan approval sub inn lease do not hesitate to contact this office directly. -rr A I orf' Very ti IV yours, �� R� A. SP<`FOr Cx t c� S c� 077397 Robert A. Steele P.E., Ex sident RAS:cfd L.K. McLean Associates PC CC: Joanna Cuevas, Village View, LLC Michael Collins P.E., Southold Town Engineer TODAY'S CHALLENGES I TOmORROW'S SOLUTIONS Since 1950 ," I " COUNTY OF SUFFOLK i OC-1 5 2020 STEVEN BELLONE LI a' ng �}� SUFFOLK COUNTY EXECUTIVE Q 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, ACexaAd&r pN w 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/AkYIRMATIVE ACTION EMPLOYER 335 YAPHANK AVENUE YAPHANK,N.Y. 11980 (631)852-4081 FAX(631)8524079 / OFFICE LOCATION: ` ' � . MAILING ADDRESS: Town Hall Annex Qd( P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) ' _ Telephone: 631 766-1938 Southold,NY - www.southoldtownny-gov PLANNING BOARD OFFIC TOWN OF SOUTHOLD ® C�4 GV[E DD J U L 2 4 2020 July 23, 2020 BUMDWG DEPT. �., ;, _,r1,7T' II®LID Christopher F. Dwyer L.K. McLean Associates PC 437 South County Road Brookhaven, NY 11719 Re: Approved Residential Site Plan for Vineyard View Located at 62600 CR 48, ±1,600' n/e% Chapel Lane &CR 48, Greenport SCTM#1000-40.-3-1 Zoning District: Hamlet Density- HD Dear Mr. Dwyer: 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: MichaelVerity, Chief Building Inspector Michael Collins, Town Engineer COMMENTS FOUNDATION (IST) :,ugm0I�� ►r FOUNDATION1 �l ►� � WL'JlL/G, L7 �-I � �� 1 ► +ice►'%a1 .mr1 �III�//.%1 � �1►�'� i'll .�%ateYr ATION Y. ADDITIONALCOMMENTS VIA=W- 11 WE Tal,m- m—Ifflirimmp OEM Wo� i 1 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDUP G_,DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 2 Survey South Southoldtownny.gov PERMIT NO. J I J Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form a Al Contact: Approved ,20A Mail to: Disapproved a/c Phone: Expiration ,20 Buil ' ector APPLICATION FOR BUILDING PERMIT Date June 18 520 19 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. Vineyard View Housing Development Fund Company, Inc. (Signature of applicant or name, if a corporation) 2100 Middle Country Road, Centereach, NY 11720 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Owner Name of owner of premises Vineyard View Housing Development Fund Company, Inc. (As on the tax roll or latest deed) If li a a,corporation;.signat reV; f'duly`authorized6,fficer (N e and title of corporate fficer) Builders LIcahse 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 6, Greenport House Number Street Hamlet County Tax Map No. 1000 Section 40 Block 03 Lot 01 Subdivision Filed Map No. Lot r •' ti 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. 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. Estimated Cost$1,024,577 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 5 Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. NA 7. Dimensions of existing structures, if any: Front NA Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front NA Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 62' Rear 62' Depth 49' Height 25' Number of Stories 2 9. Size of lot: Front 393.5' Rear 432.43' Depth 908.43' 10. Date of Purchase 4/15/19 Name of Former Owner KACE LI, LLC ' 11. Zone or use district in which premises are situated HD 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded? YES x NO Will excess fill be removed from premises? YES NO 14. Names of Owner of 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) SS: COUNTY OF%(R-A((, ) Gwen O'Shea being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the President (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and filet Jijs,qplication; that all statements contained in this application are true to the best of his knowledge and belief; and that the A% Ht performed in the manner set forth in the application filed therewith. ;, Py G15 ZoF+A'Q,�� • �03� ?o •• NOTARY PUBLIC- Sworn to before me this l) _ _ P day of ✓i'� 20 I� QUALIFIED IN NASSAU � 2 COUNTY00 ^•; ®i�y0 �'Q Notary Publicignature of Applicant °®o°a;e i•�®0 Michael J.Domino,President ��0� S�UljyO Town Hall Annex John M.Bredemeyer III,Vice-President h0 l0 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski G� • Telephone(631) 765-1892 Greg Williams 'O Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 9174A Date of Receipt of Application: February 23, 2018 1,.<� Applicant: Kace LI, LLC c/o Michael Kontokosta 3 `' 20; SCTM#: 1000-40-3-1 Project Location: 825 North Road, Greenport Date of Resolution/Issuance: March 23, 2018 Date of Expiration: March 23, 2020 Reviewed by: Board of Trustees Project Description: To conduct minor construction activities within 100' from the landward edge of the wetlands for the construction of a 50-unit affordable housing development with a community building, communal play & recreation areas, on-site parking lots, and various rain garden/stormwater retention areas for drainage; and to install and maintain throughout all construction a line of staked hay bales and/or silt fencing to be installed no closer than 100' from the landward edge of wetlands. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by L.K. McLean Associates, P.C., dated February 23, 2018, and stamped approved on March 23, 2018. Special Conditions: None. Inspections: Final Inspection & Hay/Bale and/or Silt Fencing. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. Michael J. Domino, President Board of Trustees Glenn Goldsmith,President Q so Town Hall Annex Michael J.Domino,Vice-President ,�� ' 54375 Route 25 John M.Bredeme er III P.O. Box 1179 Y Southold,New York 11971 A.Nicholas Krupski Telephone(631) 765-1892 Greg Williams �® Fax(631)765-6641 C®U��`1, � BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1724C Date: July 16, 2020 THIS CERTIFIES that the conduct of minor construction activities within 100' from the landward edge of the wetlands for the construction of a 50-unit affordable housingAevelopment 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 throup_�out.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.i At 62600 C.R. 43, Greenport Suffolk County Tax Map#1000-40-3-1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated February 23, 2018 pursuant to which Trustees Administrative Permit#9174A Dated March 23, 2018,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the conduct of minor construction activities within 100'from the landward edize of the wetlands for the construction of a 50-unit affordab]e housing development'with a comn�ullty. building, communal play&recreation areas on-site parking lots and various rain garden/stormwater retention areas fofdrainage; and to install and maintain'throughout all construction a line of staked hay bales`and/or silt fencing to be installed no closer flian 100' from the landward edge of wetland's. The certificate is issued to Kace LI, LLC c/o Michael Kontokosta owner of the aforesaid roperty. 4 Authorized Signature NEW YQRK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY,Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-0365 1 F(631)444-0360 www dec.ny.gov LETTER OF NO-JURISDICTION: FRESHWATER WETLANDS ACT & NOTIFICATION OF POSSIBLE ENDANGERED SPECIES ACT JURISDICTION September 18, 2018 Vineyard View LLC 1000 University Ave., Ste. 500 Rochester, NY 14607 Re: DEC# 1-4738-03637/00002 62600 Co Rt. 48 Greenport, NY 11944 SCTM# 1000-40-03-01 Dear Vineyard View LLC: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: Your proposed project, to construct a 50-unit housing development with a community building and communal play and recreation areas, as shown on the plans prepared by BHC Architects/ L.K. McLean Associates, P.C. last revised July 19, 2018, is more than 100 feet from regulated freshwater wetlands. Therefore, no permit is required pursuant to the Freshwater Wetlands Act (Article 24) and its' implementing regulations (6NYCRR Part 663). Be advised, that all construction, clearing, and/or ground disturbance must remain more than 100 feet from the freshwater wetland boundary. In addition, all excavated sediments must be contained on your property and prevented from washing into the street and subsequently into the wetland. Furthermore, any additional work, or modification to the project as described, including any expansion of the lawn area beyond the "proposed silt fence installed at limits of clearing" shown on the referenced plan, may require authorization by this Department. Please contact this office If such are contemplated. Please be further advised that DEC has documented the presence of suitable habitat for the Northern Long Eared Bat (NLEB) on the subject property; in addition, the occurrence of this species in multiple locations in the surrounding area has been confirmed by this Department. The Northern Long Eared Bat is listed by both New York State and the U.S Fish&Wildlife Service as a threatened species. Your proposed,project could result in a "take" of this protected species if tree cutting were performed when any Northern Long Eared Bats were actively using roost trees on the property. The term "take" is defined in part as the direct killing or injury of individual members of a protected species, interference with critical breeding, foraging, migratory or other essential behaviors, or the adverse modification of the species' habitat. The _r NEW YORK I Department of SWIM __� • . Environmental Conservation t { r "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 111 and October 315', 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 1 st Finally, please be aware that DEC's guidance on NLEB management is subject to change as new information becomes available; thus while an Incidental Take permit is not required for the referenced project at this time, it may be required in the future. If you have questions about the presence of protected species on or near your property, the potential effects of activities on these species or your responsibilities as a landowner or project sponsor under the Endangered Species Regulations, please contact the Regional Wildlife Manager at (631)444-0307 This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Check#14665 for$100 is being returned to L.K. McLean Associates with their copy of this letter. Currently, no fee is required for a jurisdictional determination. Sincerely, George W. Hammarth Permit Administrator sla cc: L.K. McLean Associates, P.C. BOH Wildlife file I . OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex *QF SU(/TP.O. Box 1179 54375 State Route 25 �p� Ol0 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY � � Telephone: 631 765-1938 N www.southoldtownny.gov CoUI�,�`�.` 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 conditions A - D detailed in the January 14, 2019 Planning Board resolution approving the site plan have been satisfied. Enclosed, please find the endorsed site plans for the residential site plan application referenced above. We have also enclosed the Planning Board letter dated January 17, 2019 permitting clearing to begin prior to building permits being issued. If you have any questions regarding this Site Plan or its process, please do not hesitate to call this office. Respectfully, Brian A. Cummings Planner cc: Joanna Cuevas, Conifer Michael Verity, Chief Building Inspector with map James Richter, Stormwater Manager with map Encl. OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex �pF SQ(/TP.O.Box 1179 54375 State Route 25 ,�0� �� Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold,NY C/, r vaww.southoldtownny.gov c4UIVT`I N 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 JanuaN 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 WHEREAS, on January 4, 2019, Christopher Dwyer, authorized agent, submitted revised site plans for review; and WHEREAS, at their meeting on January 14, 2019, the Planning Board approved the Bond Estimate (aka Performance Guaranty) in the amount of $223,185.30, and recommended same to the Town Board; and WHEREAS, on January 14, 2019, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280— Site Plan Approval of the Town of Southold were met; and RESOLVED,-that the Southold Town Planning Board hereby grants Approval With Conditions, listed below, of the residential site plan entitled "Vineyard View" prepared by L.K. McLean Associates, P.C., dated March 5, 2018, and last revised December 18, 2018, and authorizes the Chairman to endorse the site plan after Conditions "A" through "D" below are met: Vineyard View Page 5 January 17, 2019 Conditions (to be fulfilled prior to approval/endorsement of site plan) A. Obtain approval from the Suffolk County Department of Health Services (SCDHS) and provide one (1) print of the approved plan including the allowable flow for the site with the seal, stamp and signature of the SCDHS. B. Obtain a highway work permit from the Suffolk County Department of Public Works (SCDPW). C. Performance guaranty (aka Bond) estimate approved by resolution of the Town Board, as submitted on 12/17/2018. The intent of this performance guaranty is to include any off-site improvements required by the Board, and, at a minimum, enough funds to take the necessary steps to secure or restore the site (e.g. security fence) and prevent erosion and runoff, and any other hold-over measures should there be a failure on the part of the applicant to complete the project. D. Performance Guaranty submitted and accepted by Planning Board and Town Board. Conditions of approval (ongoing) Vineyard View Site Plan Application Approved January 14, 2019 1. There shall be no subdivision of this parcel resulting in additional building lots. No lot lines shall be changed unless authorized by the Town Planning Board by a majority plus one vote and after a public hearing. 2. All aspects of the,project shall be constructed and maintained substantially in accordance with the approved site plan including the architectural drawings, except where the site plan is amended as authorized by the Town Planning Board. 3. Covenants and Restrictions (C&Rs) acceptable to the Planning Board are to be filed by the applicant with the Office of the Suffolk County Clerk prior to receiving certificates of occupancy. 4. The community building and grounds are for the personal enjoyment of the occupants of units in Vineyard View and their guests, and shall not be rented or leased for use by others for special events, including-but not limited to weddings, fund-raisers and parties. 5. There shall be no more than 50 dwelling units. Accessory apartments are not permitted. 6. The property owner will provide signage for bike safety as frequently as the Suffolk County Department of Public Works (SCDPW) will allow in the stretch of CR 48 between the site's driveway and Moore's Lane; on both sides of the road. The design of Vinevard View Page 6 January 17, 2019 the signs will be in accordance with the SCDPW. In addition, the Town Planning Board will send a request to the SCDPW for additional measures to provide bicycle and pedestrian safety along this stretch of CR 48, and if additional measures such as pavement markings or additional signage are approved by the County prior to their receiving their certificate of occupancy, Conifer will install them in the shoulders between the site driveway and Moore's Lane. 7. The property owner will purchase and install a bus shelter as shown on the approved site plan, if approved by the SCDPW prior to their receiving their certificate of occupancy. The design of the bus shelter must be substantially similar in appearance to the other bus shelters located in the Town, or otherwise acceptable to the Town Planning Board. The property owner shall maintain any future bus shelter located at this site. 8. All exterior lighting on the property, including lighting on the residential units, shall comply with the provisions of-Chapter 172 of the Town Code, and the lighting plan pages of the approved site plan. Any future exterior light fixtures not shown on the approved site plan must be reviewed for compliance and approved by the Planning Board prior to installation. 9. All exterior signage on the property, shall comply with Town Code. Any future signage not shown on the approved site plan must be reviewed for compliance and approved by the Planning Board prior to installation. 10.Parking for residents or visitors to this development is permitted in designated parking areas only. No parking on County Road 48. 11.All trees and landscaping are required to be maintained by the property owner as shown on the approved site plan. Should a tree die or otherwise be destroyed, it must be replaced with the same species and size as shown on the approved site plan within 6 months. Any change in tree or landscaping species must be approved in writing by the Planning Board. 12.Affordability a. In years 1 through 50, the maximum rents and maximum family income of tenants shall be in accordance with section 42 of the IRS tax code, or as Section 42 may be amended in the future. Fifty percent of the units shall be affordable and reserved for households earning up to 50% of the U.S. Department of Housing and Urban Development (HUD) Area Median Income (AMI) for Nassau and Suffolk County (or the current designated geography) and 50% of the units shall be affordable and reserved for households earning up to 60% HUD AMI for Nassau and Suffolk County (or the current designated geography). Year 1 begins upon receipt of the final certificate of occupancy 1 Vineyard View Page 7 January 17, 2019 b. From year 51 on, 50% of the units shall be affordable and reserved for families earning up to 80% of the HUD Area Median Income for Nassau and Suffolk County (or the current designated geography) in accordance with the same formula used in calculating Section 42 rents and income. c. The owner or manager of this property will provide updates on the AMI and utility allowances to the Town Planning Board and Town Government Liaison annually. 13.Groundwater Conservation a. A separate well(s) shall be used for all irrigation to reduce the use of water from the Suffolk County Water Authority's system. b. No more than 1,000 gallons per day shall be used for irrigation. c. The well(s) shall include a meter to monitor the use of water for irrigation. A report of the number of gallons of water used each month for irrigation must be sent annually to the Planning Board. d. The pump for the well(s) shall not create noise that measures more than 50dB at the nearest residential structure. e. The use of native, drought-tolerant plants and drip irrigation in landscaping is required. f. An irrigation timing plan will be implemented for the site to be irrigated in phases so that sections of the site are irrigated on alternating days and the entire site is not irrigated all at the same time. g. An organic matter soil amendment (i.e. composted leaf mold) will be incorporated into the topsoil at a ratio of one part organic matter to two parts native topsoil, to increase its water-holding capacity. h. Coarse mulch at a minimum depth of 3" is required on all planted material. i. Soil moisture sensors will be used with the irrigation system, to water only when necessary during times of low soil moisture. j. Total long-term irrigation of the site will be limited to 15% of the land area of the site. k. Low-flow plumbing fixtures shall be used within the residential units and the community building on the property. Vineyard View Page 8 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 Y2 feet of vertical barrier above ground. Once installed, the barrier shall be taut between the stakes. Slumps or loose materials will undermine the effectiveness of the barrier. No hay bales or other backing material shall be used. e. The limits of work must be encircled completely by the silt fence to exclude turtles from entering the area, but able to be opened for equipment to go in and out during working hours (and closed again at the end of the work day). f. The turtle barrier (silt fencing) should be installed immediately prior to the required survey. g. The biologist leading the survey shall inspect the barrier and facilitate any repairs/alterations necessary to ensure the integrity of the barrier. h. Turtle barriers may not be removed from the site until the project is complete and is stabilized by vegetation. i. Surveys for Eastern Box Turtles must be led by a herpetologist or wildlife biologist with experience locating wild box turtles. j. The survey effort required must equal the following: area of impact x 4 person- hours/acre = total person-hours of survey effort. 'Vineyard View Page 11 January 17, 2019 k. Timing of survey - • The survey for Eastern Box Turtles must be conducted immediately preceding clearing activity. • Surveys must be conducted at the time of peak activity for turtles, to the greatest extent practicable and as advised by the herpetologist. I. Any box turtles found during the search will be captured and relocated to an undisturbed area on the property as far from the proposed clearing as possible. m. Documentation and results of the survey must be provided to the Planning Department as soon as possible after completion and prior to clearing. Routine turtle barrier maintenance: Maintenance of the turtle barrier is required during the Turtle Active Season (April 1st 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 Paqe 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. 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 President Applicant Signature: Date: 02115/2019 Suf1011ti(,'011ntyty Depart •: "' -T APP"o gal for Constl:�tion-Ghee T'eallZ ScrvicLs ,` +-.an Side Fa�-jy Deference No. q design r^^low t�iese plans have � -�_, 1J2t r3 re;Tiev,ed or ,;:z.eral cor�fernlfiIlti� rVa F , Couci Dopa t i BaUt,lk StaFp� andrtm Department of jeajth enl c:.,; stai<dards, relating to taater , G mcor,sistencies or '' eta, 'o'•�trdless of alit' cinissionS, • k f ,acic ct detai., coststit;cti�,;� if rxfWred to I in accordance � cr:'tL iltc: attic}ecI p�+tau: ccsui,.io��; 4 a n Standards,Meas specs::^ally wr�iv„• p.lic2ilie eb ires ` i 3 F; t�e,.�,ar4:�ert.'1 i;is anpravul P d yearn from tie aW-rovall ua ess cxt;, ed ao d p o ne+ d. w.7 j�-l Apprc,Nlal Date O r +0 L per„"-- Ja` 1100 Walt Whitman Road,Melville 747 Cori os—�L,4 L?/1 +o Phone 631 300 1010 ' owner/developer. , ""�-�•7 6 CONIFER REALY LLC 83 E.Main Street,Suite 600, y �P Ols /tQ Rochester, New York 14604 ° ,C Site/Civil Consultant .. R S 9 ik*aij :i i L K AB�OC�4'f�,-pC Water Line(s) I�1U T gs, She 4 r t"he LONGSOUTH 'ISLAND,.NY Suffolk County Dc-,,r.- 0-F-46-�tt�4 Series. 437 sOUTH 66UNTRY RD., BROOKHAVEN, NEW YORK 11719 Cali 852-576`x, 4i.� Hot;,-, ::irvivance, Tel: 631.286.8668 To Schedule Inspection(s). VINEYARD VIEW NORTH ROAD , TOWN OF SOUTHOLD, N.Y.,J NMI A COUNTY OF SUFFOLK 1 11 D SE° 9 2020 STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF PUBLIC WORKS BUILDING DEPT. TU,,'+i? `1` +1'd' OLD 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, A(ex- ande-r pie cr 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)852AO81 335 YAPHANK AVENUE ■ YAPHANK,N.Y.11980 ■ FAX(631)852.4079 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 Southold, NY 11971-0959 � T Few, BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: June 18, 2019 Owner: Vineyard View Housing Development Fund Company, Inc Location of Property: 62600 County Road 48, Greenport, NY 11944 Please take notice that the (check applicable line): x New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) x Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) x Floor and roof framing (FR) Signature: Name (person submitting this form): Gwen O'Shea Capacity(check applicable line): X Owner Owner representative TrussReg15.docx Effective 1/1/2015 of M'IBUILDING DEPARTMENT- Electrical Inspector et 4, TOWN OF SOUTHOLD q Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roqerr(cD-southoldtownny.gov— seand(cDsoutholdtownny.ciov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 10/29/2o19 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, Building#06 Address: Greenport NY Cross Street: W/O Cha pelLane Phone No.: 585-360-7022 Dan Philhower, Job Super Bldg.Permit#: 43995 email: Dan.Philhower@Lechase.com Tax Map District: 1000 Section: Block: 2) Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Wring of(2)Story Aparment Building consisting of (5)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?: E9/ 0 Issued On Temp Information (All information required) Service Siz4 ,!Ph3 Ph Size: 400 A #Meters 6 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: PAYMENT DUE WITH APPLICATION � 9'), —IA- RV equest for Inspection Form.xls FOLIC G ti y, BUILDING DEPARTMENT-Electrical Inspector $ 2 TOWN OF SOUTHOLD N p � Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 y'llpl dap! Telephone (631)765-1802-FAX(631) 765-9502 Temporary Certificate # q0'e" Date // 2019 Customer Name Electrician Name e— Address ,�, Phone O 4 r e-mail e-mail .GOM Phone License# Size IMOD A Phase _Overhead Underground #of Meters Remarks #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#1 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verifiication i or a s�thedatee. Authorized by BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 1 Telephone 631 765-1802-FAX 631 765-9502 Temporary_Certificate #__15-8- _- Pate - 2020 - -- - - - ----- - - -- - --- Customer Name Electrician Name.,, G 1N� ---- - - -- - - Address t4 evAttv Yu _ M - Phone j. -- -- -y 73 411 = _- = E�! *- f� a-mail k M- - - - - _-- -- - - - -- ----- - - -- - ---- - Phone License # . - -- - - - - ----- ------ - -- -- ---- - Size _ L4 00.A Phase _ _Overhead Underground ____ - #of Meters Remarks #of Underground Laterals 1 2 - t New - "H" Frame or Pole H P Fire Reconnect ' Was work done on Service? Y/N Flood Reconnect i 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 i is complete,the town will conduct a premises inspection of the service equipment. I This verification is v or 90 rom the date above.. i i Authorized by O�c�UCl`'Ot,� Town Hall Annex ��. Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: June 18, 2019 Owner: Vineyard View Housing Development Fund Company, Inc Location of Property: 62600 County Road 48, Greenport, NY 11944 Please take notice that the (check applicable line): x New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) x Pre-engineered wood construction'(PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) x Floor and roof framing (FR) Signature: Name (person submitting this form): Gwen O'Shea Capacity(check applicable line): X Owner Owner representative TnussRegl5.docx Effective 1/1/2015 ■ coniferg LETTER OF TRANSMITTAL REAL ESTATE DEVELOPMENT. CONSTRUCTION & MANAGEMENT TO. Town of Southold-Annex Bldq DATE: 07/18/2019 JOB No: I 233d Attn:Amanda Nunemaker RE: Check for Foundation Permit Fee 54375 Main Rd VIA: USPS UPS r--j PDQ Southold, NY 11971 17 USPS Priority Tv-- UPS Overnight 631-765-1802 1 Tracking No: 1Z9A9E420194055193 WE ARE SENDING YOU THE FOLLOWING: r--j Attached r� Under Seperate Cover COPIES DESCRIPTION THESE ARE TRANSMITTED AS CHECKED BELOW: For Approval r-7 For Your Use As Requested r For Review and Comment Approved as Submitted r! Approved as Noted Returned for Corrections T7-1 Other REMARKS: Check for Foundation Permit Fee } JUL 2 2 2019 � BT T-1,39 do Dr-+r' ". r lw',ow oouw ]Il COPY TO: SIGNED: NneFlynonDevelopment Ad in. f www.conIferIIc. com 1000 UNIVERSITY AVENUE, SUITE 500, ROCHESTER, NEW YORK 14607 [E] contactus@coniferllc.com [P] (585) 324-0500 [F] (585) 324-0556 -',a r `,t'"=,p+�:-:: _.._:... .5�:,.,-stg Y'`�.."�:�'•',,,,t_-'`..-.»�-' ti.,:.`_>._:,.`e._�_• - ----- - - .._.X:....:�.�.'-� r.r-.,-d-.--�.v-._.,,a,r, M �ufiZ-Cou3�t a r ,., A y Departnle-t of Ilealih c FReference .a Jeal for CVIIStIirC r_ la services tiCTI G1ther Thar SiAn le Pail L Y ; No.ef 0� 6—QQ® Dc,ign Flow s se "1 O j' l re:iec:ed o:€,e..erkT }art c,r3,erranr. :vat►a "s �` '� p rnent of Health ~ - � Suffolk 1 i1C Sf, S • rt. v r� Gt3FA1J' 8rl� es Stai d(ardl;,, rClating to v atm :anL clis,ot er F 31. Ii.hard?ess of incor,sistencie s or I- �. auy emissio,1s, i, x ,ac.l of deter, ca„sire c�.3�,a is required accordance v-r1'th 01c= quired w is,, irr standard£,unl,as srec;4 `c1 y;l PI L'u t cc iui;ior3, and appliez!b1c P , all r tyr-..v.;: ebkpires 3 years from t`n `�I;;t`e L£�'v;ria:Ler.C.Th, a z e ,pp da 1 � approval , .aSS Gx4 ded (/ 1 n7 fd.1 Ap�p n t�u � proval l_ . L.3 vvivwer o r 4-o 7300 Walt Whitman Road ,Melville;N 11747 eH,ny, phone 631 300 1010 owner/developer NIFER LC 8 E.Main StreetEALY,Suite fT O 600, F ,�Q a.•S Rochester, N York Vl. � New 14604 V Site/Civil Consultant '"�'' S-9 t ; xi ?e Mater Line(s) UBT 1-31-1 lrxSpe�By 1'he LONG 'ISLAND.,' Suffolk COIiMt • DC-r'-- 0-5'--4C-kLat l Sues. 437 souTli COUNTRY RD., BROOKFigyEN, NEW YORK 11719 Call 852-576-q, 4%s� -►out :.i f vivance, r®i. 631.286.a668 To Schedule Inspection(s). VINEYARD VIEW NORTH ROAD TOWN OF SOUTHOLD, N.Y.__1 i PE B EL=23 25' , �C.• �;.�°.� / ' / .., ';tom'rr"'�.,,,t.^'�:7•-r"3'.J� / t t,,��1� // , _•.:_•/' � `,''.u�`,�•',� ` / I"+ .:.•/•,,.:c�:�:may".o"'ffwj ry.%V,;}:•. L'�.%Pati '�'^rr--rs-" o.._'""" tx�x•)- / /lads \ � � /��( a u�l 14 BLDG.4(TYPE A) w o FIN.FLR.EL =23.25' w Cn 222 � 9LL Co U. S76 ° ° ° ° / /WETL ° MR6 t) UJ endIV ..A x,�.Y.�'a:YYY'vY_`tY_k•yS• o o � O LL i �yr•.� �..—.0— r..,� "k o o Jam° m Z ;I I ' i / ima irrs \\bb LL / \ c BLDG.5(TYPE A) / \� FIN.FLR.EL.=25.15' ry Ll f� F 1100// XET ACK!(O S ) yy0 W� D ELINEEAAIKIN BY C.W.�,C �11A -LAND S OL0/PC / �SR CE IN (TYPIC Y �y�iL'YY�`fX.'YYXI.Y.Y'X'YYY1"1�"Y.:YVY1.lY"G]'.`!_ya. f� / - � .'^C•'•`''�C ty......•ts•�o_ ...u:...-t.-=n n... � ••-tr-...n.... .... -^-ca J - -- - - - - -- � ��-- - —-- / y / / 18 pp„ r� p 564,5 Of NEW f, SS I hereby certify that this map was made 1 completed by me on 07/16/2019, 08/12/ 050528 �O� � LAND S TAMARA L. STILL T— P.L.S. �, NYSPLS No. 5051 'I I ' I i : 7 i SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES jkppRMOL OF CONSTRUCTED WORKS R—acac_"1 ®atetP�. H.S.Ref.No. C l o�-t The sewage disposal and water supply facilities at this location have been inspected and/or , i certified by this Qepartrnent or other agencies , and fund to be atisfactOry. �frL, Craig Knepper, P.E., Chief Office of Wastewater-M ement Coni qa&t -to(YA SHEETS GEND C4e, 6 ' SHEET 3 - RECEIVE -SHEET 2 SHEET 4" ��` 01V2 SEP 11 2020 ! , SEP ? 8 2020 BUFF.CO.HEALTH SERVICES I' OFFICE OF WASTEWATER MGT. RUffDrNrG j I Tot c: � . 09/11/2020 D.M. INCLUDED DETAIL OF PUMP STATION T.L.S. DATE_ BY DESCRIPTION APPROV. BY REVISIONS Town of Southold Suffolk 'County, New z York I" 6260.0 COUNTY ROAD 48 �} VINEYARD' VIEW; " "LLC IT _ As—Built Survey -Pump Station and -Fo`ice Main � { �'. sr,�f L. K_ MCLEAN ASSOCIATES, P.C. I I� *- CON,SULTING ENGINEER_ S & LAND SURVEYORS" f" 437 S,O. COUNTRY ROAD, BROOKHAVEN, NEW �YORK' y _She6t N0. •�� `QSt152$ b Designed By. P.L. Scale: 1 — 30 REScheck Software Version 4.6.5 Compliance Certificate Project Vineyard View - Building's 6 & 7 Type D � Energy Code: 2015 IECC �ECT SGP O O Location: Greenport, New York Q P CO Construction Type: Multi-family �, y Project Type: New Construction I� �� O UJ Conditioned Floor Area: 3,679 ft2 r l >- tiCt, Glazing Area lg% Climate Zone: 4 (5572 HDD) Permit Date: S O Permit Number: 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 Compliance: Passes using UA trade-off Compliance. 0.6%Better Than Code Maximum UA: 991 Your UA: 985 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 266 10.0 0.767 204 Insulation depth: 2.0' Floor 2:All-Wood joist/fruss:Over Unconditioned Space 3,679 19.0 0.0 0.047 173 Roof 1: Flat Ceiling or Scissor Truss 3,679 38.0 0.0 0.030 110 Front Wall:Wood Frame, 16" o.c. 1,318 21.0 0.0 0.057 56 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 70 0.360 25 SHGC: 0.40 Window E:Vinyl/Fiberglass Frame:Double Pane with Low-E 105 0.360 38 SHGC: 0.40 Door A: Glass 100 0.250 25 SHGC: 0.40 Door B: Glass 40 0.190 8 SHGC: 0.40 Rear Wall:Wood Frame, 16" o.c. 1,318 21.0 0.0 0.057 57 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 175 0.360 63 SHGC: 0.40 Door D: Solid 40 0.380 15 Project Title: Vineyard View- Building's 6 & 7 Type D Report date: 06/12/19 Data filename: LA10002 -Conifer-Vineyard View\00-Design\02-Documents\06-ComCheck & Page 1 of10 ResCheck\ResCheck- Building D.rck Gross Area Cavity Cont Assembly or U-Factor UA Left Wall:Wood Frame, 16"o.c. 882 21.0 0.0 0.057 44 Window A:Vinyl/Fiberglass Frame:Double Pane with Low-E 52 0.360 19 SHGC: 0.40 Window B:Vinyl/Fiberglass Frame:Double Pane with Low-E 35 0.360 13 SHGC: 0.40 Window D:Vinyl/Fiberglass Frame:Double Pane with Low-E 23 0.360 8 SHGC: 0.40 Right Wall: Wood Frame, 16"o.c. 882 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 Compliance Statement: The proposed building design described here is consisten h the building plans,specifications, and other calculations submitted with the permit application.The proposed building h b esigned to meet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements ste i e&Rh ck Inspection Checklist. l�ol'eqk G o )K 2� Name- le Signature DatAr Project Title: Vineyard View- Building's 6 & 7 Type D Report date: 06/12/19 Data filename: L:\10002 -Conifer-Vineyard View\00-Design\02-Documents\06-ComCheck& Page 2 of 10 ResCheck\ResCheck- Building D.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 Value Value Complies? Comments/Assumptions & Req.ID 103.1, Construction drawings and ❑Complies 103.2 documentation demonstrate ❑Does Not [PR111 energy code compliance for the U building envelope.Thermal ❑Not Observable lenvelope represented on ; ❑Not Applicable construction documents. 103.1, 1construction drawings and ❑Complies 103.2, {documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems. ❑Not Observable Systems serving multiple ❑Not Applicable ; dwelling units must.demonstrate compliance with the IECC (Commercial Provisions. 1 302.1, Heating and cooling equipment is: Heating: ; Heating: ;❑Complies 403.7 sized per ACCA Manual S based I Btu/hr Btu/hr :❑Does Not [PR2]z on loads calculated er ACCA P gip) (Manual J or other methods Cooling: Cooling: ❑Not Observable approved by the code official. Btu/hr Btu/hr t❑Not Applicable ; Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Vineyard View- Building's 6 & 7 Type D Report date: 06/12/19 Data filename: L:\10002 -Conifer-Vineyard View\00-Design\02-Documents\06-ComCheck& Page 3 of 10 ResCheck\ResCheck- Building D.rck Section Plans Verified , Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions & RegAD 402.1.2 ;Slab edge insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies [FO1]1 ;❑ Unheated ;❑ Unheated ;❑Does Not table for values. ❑ Heated ❑ Heated :❑Not Observable ' ❑Not Applicable 402.1.2 JSlab edge insulation ft ft ;❑Complies ;See the Envelope Assemblies [FO3]1 depth/length. :❑Does Not ;table for values. i ;❑Not Observable ❑Not Applicable 303.2.1 A protective covering is installed ❑Complies [FO11]2 to protect exposed exterior ❑Does Not U insulation and extends a minimum of 6 in. below grade. ❑Not Observable ; ❑Not Applicable 403:9 Snow-and ice-melting system ❑Complies [FO12]2controls installed. ❑Does Not ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Vineyard View- Building's 6 & 7 Type D Report date: 06/12/19 Data filename: LA10002 -Conifer-Vineyard View\00-Design\02-Documents\06-ComCheck& Page 4 of 10 ResCheck\ResCheck- Building D.rck Section, Plans Verified .Field Verified # Framin%/Rough-In Inspection Complies? Comments/Assumptions, & Req.ID'' ° Value. Value a r _ 402.1.1, Door U-factor. ; U- U- ;❑Complies ;See the Envelope Assemblies 4023.4 T❑Does Not ;table for values. [FR1]1 ;❑Not Observable ; ❑Not Applicable 402.1.1, JGlazing U-factor(area-weighted ; U- U- ;❑Complies ;See the Envelope assemblies 4023.1 average). ❑Does Not ;table for values. 4023.3 402.5 ;❑Not Observable [FR2]1 ;❑Not Applicable I I I I I 1 1 i I I I 303.1.3 U-factors of fenestration products ❑Complies [FR4]1 are determined in accordance , ❑Does Not with the NFRC test procedure or taken from the default table. ❑Not Observable rm ❑Not Applicable 402.4.1.1 lAir barrier and thermal barrier _ ❑Complies ; [FR23]1 installed per manufacturer's ❑Does Not instructions. 10 ,'s _ .❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built r ❑Complies [FR20]1 is listed and labeled as meeting " ❑Does Not AAMA/WDMA/CSA 101/l.5.2/A440 01 or has infiltration rates,per NFRC " ❑Not Observable 400 that do not exceed code ❑Not Applicable limits. - I 402.4:5 IC-rated recessed lighting fixtures ° ❑Complies ; [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate <_2.0 cfm a ❑Not Observable leakage at 75 Pa. ❑Not Applicable 403.3.1 ISupply and return ducts in attics i . ❑Complies ; [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ ' R-6 where < 3 inches. Supply and _ ❑Not Observable ; return ducts in other portions of l ° ' ❑Not Applicable Ithe 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 [FR1''5]3 ducts or plenums. ❑Does Not t� ❑Not Observable � IE]Not Applicable 403.4 HVAC piping conveying fluids ; R R- ;❑Complies [FR17]2 above 105 °F or chilled fluids :❑Does Not below 55°F are insulated to zR- tg} 3 ; ;❑Not Observable ; ❑Not Applicable 403.4.1 Protection of insulation on HVAC 1 ❑Complies ; [FR24]1- (piping. ❑Does Not I x J ❑Not Observable I❑Not Applicable 403.5.3 Hot water pipes are insulated toR- R- ;❑Complies [FR18]2 >R-3. ;❑Does Not ;❑Not Observable ❑Not Applicable 403.6 JAutomatic or gravity dampers are i E, . F' ❑Complies ; [FR19]2 !installed on all outdoor air ❑Does Not i 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's 6 & 7 Type D Report date: 06/12/19 Data filename: LA10002 -Conifer-Vineyard View\00-Design\02-Documents\06-ComCheck& Page 5 of10 ResCheck\ResCheck- Building D.rck Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Vineyard View- Building's 6 & 7 Type D Report date: 06/12/19 Data filename: LA10002 -Conifer-Vineyard View\00-Design\02-Documents\06-ComCheck& Page 6 of 10 ResCheck\ResCheck- Building D.rck Section- Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled ❑Complies ; [IN 13]2 or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, Floor insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6I ;❑ Wood ;❑ Wood ;❑Does Not ;table for values. [IN1]1 E] Steel ❑ Steel ;❑Not Observable ❑Not Applicable 303.2, Floor insulation installed per ❑Complies 402.2.7 manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the 16 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 underside of floor framing and ;extends from the bottom to the ; stop 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, j mass wall with at least 1/z of the ❑ Wood ;❑ Wood ;❑Does Not 1 table for values. 402.2.6 wall insulation on the wall ;❑ Mass E] mass ❑Not Observable [IN3]1 exterior,the exterior insulation ❑ Steel ❑ Steel :❑Not Applicable requirement applies (FR10). 303.2 lWall insulation is installed per ❑Complies ; [IN4]1 I manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Vineyard View- Building's 6 & 7 Type D Report date: 06/12/19 Data filename: U\10002 - Conifer-Vineyard View\00-Design\02-Documents\06-ComCheck& Page 7 of10 ResCheck\ResCheck- Building D.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 ;E] Wood ;❑Does Not table for values. 402.2.2, ; ❑ Steel ❑ Steel UNot Observable 402.2.6 [Fill' ; :❑Not Applicable 303.1.1.1, ;Ceiling insulation installed per ❑Complies ; 303.2 manufacturer's instructions. ❑Does Not [FI2]1 ;Blown insulation marked every 300 ft . _ ❑Not Observable ; ❑Not Applicable 402.2.3 ,Vented attics with air permeable ❑Complies ; [FI22]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]1 ;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]1 '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]1 !cfm/100 ft2 across the system or ftz ft2 ;❑Does Not j<=3 cfm/100 ft2 without air ; ❑Not Observable handier @ 25 Pa. For rough-in I ; ; (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]1 determine air leakage with ft2 ft2 UDoes Not Ieither: Rough-in test:Total ;❑Not Observable !leakage measured with a ; pressure differential of 0.1 inch ; ;❑Not Applicable jw.g. across the system including ;the manufacturer's air handler ,enclosure if installed at time of I test. Postconstruction test:Total ;leakage measured with a pressure differential of 0.1 inch ; lw.g. across the entire system lincluding the manufacturer's air handler enclosure. ! ; 403.3.2.1 ;Air handler leakage designated ❑Complies [FI24]1 !by manufacturer at<=2%of ❑Does Not ;design air flow. ❑Not Observable j ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies ; (Fig]2 installed for control of primary ❑Does Not !heating and cooling systems and I initially set by manufacturer to ❑Not Observable I ;code specifications. ❑Not Applicable ; 403.1.2 ;Heat pump thermostat installed ❑Complies ; [FI10]2 !on heat pumps. ❑Does Not ❑Not Observable IE]Not Applicable 403.5.1 {Circulating service hot water ❑Complies [F]11]2 Isystems have automatic or ❑Does Not laccessible manual controls. ❑Not Observable 1EINot Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Vineyard View- Building's 6 & 7 Type D Report date: 06/12/19 Data filename: L:\10002 -Conifer-Vineyard View\00-Design\02-Documents\06-ComCheck& Page 8 of 10 ResCheck\ResCheck- Building D.rck Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 ;All mechanical ventilation system ❑Complies [FI25]zfans 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 [FI26]2 :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 [F[28]2 have a circulation pump.The 1 ❑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 Inot present.Controls for !circulating hot water system : !pumps start the pump with signal i ;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 1 Electric heat trace systems ❑Complies ; [FI29]2 :comply with IEEE 515.1 or UL ❑Does Not 1515. 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 !have recirculation pumps that ❑Does Not ;pump water from a heated water ❑Not Observable !supply pipe back to the heated (water source through a cold ❑Not Applicable ;water supply pipe have a ! !demand recirculation water !system. Pumps have controls ! !that manage operation of the :pump and limit the temperature Iof 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 B55.1. 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 I individual units connected to :three or more showers. I 404.1 ;75%of lamps in permanent ❑Complies [FI6]1 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 ' I ❑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's 6 & 7 Type D Report date: 06/12/19 Data filename: LA10002 - Conifer-Vineyard View\00-Design\02-Documents\06-ComCheck& Page 9 of10 ResCheck\ResCheck- Building D.rck Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 401.3 ;Compliance certificate posted. ❑Complies [FI7]2 f ❑Does Not ❑Not Observable { ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [h18]3 mechanical and water heating ❑Does Not ;systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Vineyard View- Building's 6 & 7 Type D Report date: 06/12/19 Data filename: L:\10002 -Conifer-Vineyard Vi ew\00-Desi g n\02-Docu ments\06-Com Check& Page 10 of10 ResCheck\ResCheck- Building D.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): Door Rating U-Factor SHGC Window 0.36 0.40 Door 0.25 0.40 Heating &Cooling Equipment Heating System: Cooling System: Water Heater: Name: Date: Comments FIRE PROTECTION : 1. ENSURE THAT 'THE WORK SHALL BE DONE IN ACCORDANCE WITH NEPA CODES, ALL NATIONAL AND LOCAL RULES, REGULATIONS & APPLICABLE CODES, SHALL SECURE ANY & ALL PERMITS REQUIRED FOR THE WORK & WILL OBTAIN ALL REQUIRED INSPECTI❑NS 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 CONDITI❑NS AND/OR SPECIFICATIONS SHALL BE I I 1 tri IM 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, ATTIC ___ _ _ _ -- ENGINEERING • CONSULTING • SOLUTIONS - - - ---- - - - - - - — BEDROOM 4, VERIFY EXACT MEASUREMENTS A THE JOB SITE, COORDINATE WITH EXISTING CONDITIONS WHERE INSUFFICIENT DETAIL DIMENSIONS ARE AVAILABLE, — ——— — — — — BEDROOM ALL DIMENSIONS ARE TO BE FINISHED FACE OF CONSTRUCTION UNLESS OTHERWISE NOTED, DIMENSIONS NOTED AS 'CLR' (CLEAR) ARE NOT © BEDROOM BABYLON, NEW YORK, 11702 ADJUSTABLE WITHOUT ENGINEER'S APPROVAL. �► 5. ALL EQUIPMENT SELECTED SHALL FIT INTO THE PHYSICAL SPACES INDICATED, ALL❑WING SUFFICIENT ROOM FOR ACCESS, SERVICING, REMOVAL AND CO CO BEDROOM CO CO REPLACEMENT OF PARTS ETC, ADEQUATE SPACE SHALL BE ALLOWED FOR CLEARANCE IN ACCORDANCE WITH THE REQUIREMENTS OF APPLICABLE CODES a `J CLST WWW• p I a n n 1 n g —design .C O f"Tl AND LOCAL ORDINANCES. AS PHYSICAL DIMENSIONS AND SPACE REQUIREMENTS OF SUCH EQUIPMENT VARY ACCORDING TO EACH MANUFACTURER, THE (LST (LST J CONTRACTOR SHALL BE RESPONSIBLE FOR INITIAL ACCESS AND PROPER FIT, CLST CLST a J -- 66 6. MAINTAIN ADEQUATE RECORDS IN WRITTEN AND ELECTR❑NIC FORMAT THAT CLEARLY DOCUMENT ALL TESTING, TRAINING AND REVIEW PROCEDURES. O� C O IM CLST D�11 THIS DOCUMENTATION SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWINGt NAME & COMPANY ATTENDING PERSONNEL, GENERAL DESCRIPTION OF 2ND FLOOR ' ' CO CLST F� -- - PROCEDURES, DATES, TIME OF DAY, DEFICIENCIES FOUND, CORRECTIVE ACTION TAKEN, AND NATURE OF FINAL RESULTS, DOCUMENTATION RECORDS — ———— — — — — — —— —— — — — — — —— — — — — — -- — — — — — — — —— —— CO SHALL BE KEPT IN AN ORDERLY, LEGIBLE AND UP-TO-DATE FORMAT, AND READILY AVAILABLE FOR REVIEW BY THE ENGINEER, EACH PROCEDURE BATH BATH BATH IN ATTIC BATH jDOCUMENT SHALL BEAR THE NAME AND SIGNATURE OF AUTHORIZED REPRESENTATIVE, IN ATTIC 7. SECURE CERTIF"ICATES OF INSPECTI❑N AND OF OCCUPANCY AS MAY BE REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER THE WORK Q I1 unL ABOVE LST clsr ABOVE ANDPROVIDE RECORD C❑PIES TO PLANNING AND DESIGN INC., BABYLON, NEW YORK, 11702, UPON COMPLETION OF THE WORK, 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 CO CO CO CO 00 IN ATTIC CLST �� 0\ IN ATTIC z_ GROUND SOLID CONNECTION TO COLD WATER MAIN AS PER NEPA 70 & 72, AA ABOVE --- --- LITIL UT1L ABOVE AA 9. MANUAL PULL STATIONS TO BE INSTALLED AT 48' AFF PER NFPA, FA.001 BEDROOM FA.001 CLST O> 10, ALL WALL MOUNTED VISIBLE NOTIFICATION APPLIANCES SHALL BE MOUNTED AT 80' AFF PER NFPA 72. I (LST CLST © > W 11. ALL SPOT TYPE DETECTORS SHALL BE A MINIMUM OF 4' FROM CORNERS AND 3' FROM HVAC DIFFUSERS & FLUORESCENT LIGHT FIXTURES. WALL ��✓// MOUNTED SMOK17 DETECTORS SHALL BE MOUNTED 4' FROM CEILING MIN, CEILING WITH 12' MAX, FROM CEILING & ONLY USED WHEN CEILING MOUNTING Oil CC CLST CLST C0 Cc z IS NOT POSSIBLE. I AIM I I IP � � O W w 12. WITH REGARD 'TO THE PLACEMENT OF SPOT TYPE DETECTORS MANUFACTURE'S RECOMMENDATION'S & NFPA DERATING TABLES WERE USED TO i j W Z > O W 0 O O O IM u DETERMINE THE: RATED SPACING FOR THE DEVICES. VS VS WF P i i i i i LIVING U W 1 ST-FLOOR- 13. REMOTE LED's SHALL BE INSTALLED ON ALL DETECTORS NOT READILY VISIBLE & SHALL BE INSTALLED IN THE IMMEDIATE VICINITY OF THE - - -- - - - - -- - - - - - - - --- - - - - --- - - - - - - ---- JU 0 1 T IDEVICES THEY ARE CONNECTED TO THIS INCLUDES BUT IS NOT LIMITED TO DUCT DETECTORS AND ABOVE CEILING SMOKE DETECTORS, BEDROOM BEDROOM IN ATTIC W �ow ri 14. A GENERAL ALARM SHALL BE ANNUNCIATED UPON ACTIVATION OF ANY PULL STATION, FLOW SWITCH, OR DETECTION DEVICE, A SUPERVISORY SIGNAL TELCO LINE FACP CLST C) o SHALL BE ANNUNCIATED UPON ANY TAMPER SWITCH ACTIVATION, A TROUBLE SIGNAL SHALL BE ANNUNCIATED UPON ANY FAILURE OF ANY DEVICE, O T- O 15. THE CONTROL (RELAY) MODULE FOR FAN SHUTDOWN SHALL BE LOCATED WITHIN THREE FEET OF DEVICE BEING CONTROLLED AS WELL AS BEING Z Z SUPERVISED. 16. ALL WIRING SHALL BE SECURED INDEPENDENTLY TO BUILDING STRUCTURE EVERY FIVE FEET, ALL WIRE BELOW 8' ABOVE FINISHED FLOOR SHALL B *.CONNECT TO 120VAC PROJECT BY; PROTECTED AS PER NFPA AND LOCAL REGULATIONS, F I R L A L A K M C K 1 I� 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 FACP WILL ANNUNCIATE A TROUBLE SIGNAL OR THE CIRCUIT WILL CAUSE A 'FAIL-SAFE C❑NDITIDN". MANUFACTURERS RECOMMENDATIONS AS WELL AS 2ND FLOOR PLAN ` NFPA CODES SHALL BE FOLLOWED EARTH GROUND SCALE 1/8" = 1" r:17 t " �;,� ;r' 18, FIRE ANNUNCIATOR SHALL BE LOCATED AND THE LISTED LOW TEMP SWITCH WITH ALL WEATHER ENCLOSURE SHALL BE USED, SERVICES croup iNc. 19, THE L❑CATION OF THE DEDICATED ELECTRIC CIRCUIT BREAKER FOR THE FIRE ALARM SYSTEM SHALL BE NOTED AT THE FACP AND\ MARKED IN THE BREAKER BOX AS PER NFPA 72. t,��l"YOP" • FIRE ALARM RISER Certi,r€�dSnrvce-E3's^kale STATE OF 20, ALL SOLENOID CONTROLLED DOORS (IF APPLICABLE) SHALL BE FAIL SAFE AND WIRED SUCH THAT UPON ALARM ALL WILL OPEN TO AN UNLOCKED _— OPPORTUNITY Veteran-Owned C'�SIIT^SS POSITION. NTS L11� I ( AI ® 95 TOLEDO ST FARMINGDALE NY 11735 21. WIRE SPECIFICATION, - ALL CABLE 'WILL EQUAL OR EXCEED MANUFACTURERS SPECIFICATIONS VS VS WF 3 - ALL CABLE SHALL BE A MINIMUM ❑Fj Q }- INITIATINCi CIRCUITS WILL BE AT LEAST 16 AWG FPL z INDICATING CIRCUITS WILL BE AT LEAST 14 AWG FPL i > ANNUNCIATOR CIRCUITS WILL BE AT LEAST 16 AWG FPL �O� W \ IrF— NYS TOXICITY# PLENUM, = 16020-970918-4001, NON PLENUM, = 16020-970905-4001 -- Y S BEDROOM DO BEDROOM 11- NYS NYS SEQUENCI- OF OPERATION ® BEDROOM FACP TELCO & ® LJ z 1, ACTIVATION OF MANUAL PULL STATIONS, HEAT DETECTORS & AREA SMOKE DETECTORS SHALL CAUSE THE FOLLOWING TO OCCURS ® ' w Rsvc 0 LL _ LLJ BEDROOM© ACOI� OM © BE7ROOM Q O� CD LIJ -TRIP SYSTEM INT❑ ALARM -DISPLAY ON FACP DEVICE IN ALARM -TRIP CENTRAL OFFICE TRANSMITTER & CALL FIRE DEPARTMENT CLST CLST CLST � -ACTIVATE TEMPORAL 3 NOTIFICATION APPLIANCES THROUGHOUT THE BUILDING OBATH4 ❑ -ACTIVATE STROBE LIGHTS THROUGHOUT THE BUILDING CLST uTIL T (� 2, ACTIVATION OF THE FACP INT❑ ALARM SHALL CAUSE THE FOLLOWING TO OCCUR 6 HALL CLST 2� z -ALL AUDIBLE: APPLIANCES WILL SOUND TEMPORAL 3 cl sT HALL HALL N -ALL VISUAL APPLIANCES WILL ACTIVATE IN SYNCHRONIZATION AS PER NEPA 72 C CLST BATM BATH CLST BATM J =-SEND A SIGNAL T❑ A CENTRAL STATION T❑ BE HANDLED AS PER NFPA 72, -PRESSING THE "SILENCE' SWITCH WILL SILENCE THE AUDIBLE APPLIANCE BUT, THE VISUAL APPLIANCES WILL CONTINUE UNTIL THE FACP IS 1 F- �O 03 00 RESET BY A SEPARATE "RESET' SWITCH.. HALL CLST ® O Q d (LST CLST CLST z \ Q -THE TRANSMISSION OF A FIRE ALARM SIGNAL TO CENTRAL STATION SHALL ONLY OCCUR WHEN THE ALARM IS INITIATED FROM WITHIN THE uT1L L-_---_ ------J /}— PROTECTED PREMISES. & NOT FROM ANY OUTSIDE SOURCE, L_-_- - - 11 o6 U I` -JI CO 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 ;... CO CID I, ------- INSTALLATION BY: 0 0 SIGNAL WHERE THEY SHALL BE HANDLED AS PER NFPA 72, NYS & LOCAL LAWS & REGULATIONS, -- 190 - Certified Alutti Aledia Solutions LTD. Q FA001 KITCHEN CLST KITCHEN 0 0 0 0 KITCHEN KITCHEN qq 95 Toledo Street Q 00 00 FA OO1 Farmingdale,New York 11735 Ir A U U 1 1 I U N A L NOTES: -- %O\ ------il ® Office:(631)756-2626 Fax:(631)756-8521 ---� t-- Christian A.Peterson III 1, THIS BUILDING IS FULLY SPRINKLED WITH THE EXCEPTIONS OF THE ATTIC SPACES WHICH ARE COVERED WITH HEAT DETECTORS AS THE FACP IS - O� Website:w%vwSolutio ns-nys.cm� 0 LOCATED IN THE SPRINKLER ROOM AND THE AREA IS COVERED WIT A LOW TEMP DETECTOR, A SMOKE DETECTOR IS LOCATED ABOVE THE FIRE --JI \ �, A.Y.1- z PANEL AS PIrR NFPA. IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE LIVING LIVING UVING LIVING DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT, TO ALTER AN CLST ITEM ON THIS DRAWING IN ANY WAY. IF AN ITEM IS ALTERED, THE ALTERING TRUE - PROFESSIONAL SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY" NORTH FACP FIRE ALARM CONTROL PANEL MS96000DLS 1 �' ;;. • A �a, FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH. .. :j ,, ;{ ••o' H ALTERATION, AND A AC01�' FIRE ALARM COMMUNICATOR SLCLS LODp2 1 ' '® `� 5 SPECIFIC DESCRIPTION OF THE ALTERATION. SMOKE DETECTOR SD355 22 IST FLOOR PLAN HEAT DETECTOR 302-AW-135 8 SCALE 1/8" = 1pF P CO CARBON MONOXIDE DETECTOR C01224TR 8fk ,. Ita ADDRESSABLE INPUT MODULE SK-MONITOR 10 v WF WATER FLOW DETECTOR WFD-80 1 VS—L VALVE SWITCH TAMPER ❑SYSU-A2 2 ;qla LOW TEMPERATURE SWITCH TA-40 1 ® � �0H❑RN STROBE COMBINATION P2RGL 8 TITLE: %` V W OUTDOOR HORN/STROBE COMBO P2RRK 1 0 [30 au [cc C3 C3 00 0 13 C313 idnn 1L__j1&=j* I 6A L.P I II II STORAGE STORAGE HAUWAY UNITS 6D &7D 0 � nn BELL VIBRATING SSM24 1 �� ®® �� ®® ®® ®® ®®®6&=AJ 16-M 0 �M► FIRE ALARM END OF LINE DEVICE 1 �! 1 INTELLEGENT POWER SUPPLY FCPS24FS8 1 0 oC30 0 DATE: PROJECT NO.: o �� nn IFllf11 ' I�1111-9 �1111� ' �� coo MM 8/27/19 190827 �---- © MANUAL PULL STATI❑N BG12LX 1 �, HEN t KITCHEN bTCHEN L� KITCHEN a AREA OF WORK JUNCTI❑N BOXES HVI INSTALL Q �"� ®® 00 • • 00 SCALE: DRAWING NO.: AS NOTED DRAWN BY:. (INSTALL DEVICES MANUFACTURE BY FIRELITE) Mp 'A 400 EQUIPMENT LEGEND PLOT PLAN SECTION AA (FRONT PARTIAL SECTION) NTS NTS CHECKED BY: SCALE 1/8 = 1 JB C:) Ger ' . AM vqk V% BEATTY HARVEY COCO ILI A R C H I T E C T S , L L P ILI Y NEW YORK I MARYLAND DRAINAGE INSPECTIQNS A�iE REC1UIr3ED 1300 Walt Whitman Road, New York, 11747 Contact TOS Engineering at 765-1560 before p: (631)300-1010 APPR VEDAS NOTED Backfill,OR Provide Engineer's Certification owner/developer er DATE: 'l .�- L�3 j� that the drainage has been inst?!led to Cotte. p 1� B'P 3 I Conifer Realty G """""' EEN1"Rt N Y 1 1 944FEE: LQGb.bb BY: 1000 University AvenueRoce ter, Suite 14500 ' NOT BUILDING DEPARTMENT AT 585.324-0500 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED 00 NOT PROCEED WITH civil engineer FOR POURED CONCRETE FRAMING UNTIL SURVEY LKMA 2. ROUGH FRAMING & PLUMBING OF FOUNDATION LOCATION,` 437 &405 3. INSULATION HAS BEEN APPROVED,', ' South Country Road 11" OG TYPE " D 0 4. FINAL - CONSTRUCTION MUST Brookhaven, NY 11719 BE COMPLETE FOR C.O. 631.286.8668 ALL CONSTRUCTION SHALL MEET THE m.e.p. &f.p. BUIL "n* 114 REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR M/E Engineering, P.E. B U 1 6 & 7 DESIGN OR CONSTRUCTION ERRORS. 150 North Chestnut Street Rochester, NY 14604 585.288.5590 Aw4z)cl structural engineer COMPLY WITH ALL CODES OF TDM Consulting Engineering NEW YORK STATE & TOWN CODES 1y� 550 North County Road,Suite E 4SUEr"4F0r""""1 C01'" STK'�% UCTIONU AS REQUIRED AND CONDITIONS OF Saint James, NY 11780 631.686.5234 SvUTHOLD TOWN PLANNING BOARD ELECTRICAL INSPECTION REQUIRED SOUTHOLD TOWN TRUSTEES key MAK N.Y.S.DEC (9 ro% CH 15 2019 7TRUE NORTH OCCUPANCY OR TRUSS PLACAR!3 !G r::Q"JIM.ED USE IS UNLAWFULo - _ ° 0 WITHOUT CERTIFICATE OF OCCUPANCY 0 ° PLUPl!BER CERTIFICATION IRIFwil -- - ___ _ _ _ _ _ _ _ ON LEAD CONTENT BEFORE - - - CERTIFICATE OF OCCUPANCY - _ _ SOLDER USED IN WATER project - _ SUPPLYSYSTEM CANNOT EXCEED 2110 OF 1% LEAD. VINEYARD VIEW PLUMBING . County Road 48 - ALL PLUMBING WASTE.- Greenport, NY 11944 &WATER LINES NEED f` 1 TlP.G,BEI~QRE COVERIN( seal { I R E D R C y. P Must provide Manuals Blower door D, J and S as per and ductworl1 NYS Energy Code testing required. 7 110. N�q x X21422 pQ� \ \ / \ / FOF NE`N� ILL PiRE INSPECT101� Fire separation issued date description required\ EQ�PJIRED BEFORE as per PEN-IN,S Code 1 03/15/19Issued for Construction L-- 1 --I- �_-� L l -------- J--L _J ------ _ ---- 1_J J__L J__L 1 1 f fS T T T-------- T 1 - -�------- T T- ---------------- -- -----TTT- -J- `r------------------�- T T-- -� a GI l ! --- - ----- ------------------- ------------------- ---__ --------------- -------------- --------------------- -----1----- I ---------------_-_ _--- 1 -1 ---J �i n Sin � k k K q�� co I � �J bC s tkb M I '-1--k c! 6`0C title COVER SHEET FM Li f Air "k IF Ilk r =,. REAL ESTATE DEVELOPMENT, CONSTRUCTION & MANAGEMENT drawn by: --- CL checked by: --- J J scale: N.T.S. U N project number: 10002 U Q scaled inch 0 U F O sheet number U BUILDING D co0CVR rn Cn ABBREVIATIONS SYMBOLS DRAWING LIST CD # POUND OR NUMBER JAN. JANITOR & AND JST. JOIST < ANGLE JT. JOINT STANDARD REFERENCE BUBBLE . I @ AT DETAIL NUMBER z z [ CHANNEL LAV LAVATORY O d O A.L. CENTER LINE L.M.B. LIQUID MARKER BOARD N u w N w D DIA. DIAMETER OR ROUND LAM LAMINATE N J W rn N J 1 PERPENDICULAR LT. LIGHT as.o� DRAWING NUMBER w rn 3 --� _ .� .� W .--� N Z LI m a\-4 W -i = N z Lf C0 -1 � m p � O � = o Of m p � O _q 0 o BEATTY HARVEY CC)CO A.B. ANCHOR BOLT M.D.O. MEDIUM DENSITY OVERLAY z -_ U -_ ARCHITECTS L L P p . 1 LU c� COm On p . 1 LLL. m n A.C. ASPHALT CONCRETE M.H. MANHOLE l J� DETAIL MARK OR v o 00 00 0 o u o 00 00 o o p po D LL p NEW YORK I MARYLANLS A.C.T. ACOUSTICAL CEILING TILE M.L. METAL LATH �- -� as.o� ENLARGED PLAN g ¢ p w Q p LU ✓' A.D. AREA DRAIN M.O. MASONRY OPENING 00 = N o LU N 1300 Walt Whitman Road, New York, 11747 A A.N.S.I. AMERICAN NATIONAL STANDARDS MAX. MAXIMUM LA - Ln - A p: (631)300-1010 INSTITUTE MECH. MECHANICAL SHEET NO. SHEET TITLE "-' SHEET NO. SHEET TITLE `" owner/developer A.F.A. ABOVE FINISH FLOOR MET. METAL GENERAL PLUMBING A.S.R. AUTOMATIC SPRINKLER RISER MFR. MANUFACTURER Conifer Realty A/C AIR CONDITIONING MIN. MINIMUM SECTION CVR COVER SHEET e • • PO.01 SCHEDULE SYMBOLS AND NOTES-PLUMBING • • • 1000 University Avenue Suite 500 ai.00 1.� lip ester,NY 14607 ACOUS ACOUSTICAL MISC. MISCELLANEOUS GO.01 SYMBOL LEGEND,ABBREVIATIONS&DRAWING LIST • • • • PO.02 FIRE&BOOSTER PUMP PLAN-PLUMBING • i . � ADJ. ADJACENT/ADJUSTABLE MTD. MOUNTED , 585.324-0500 ALUM. ALUMINUM MTL. METAL CODE COMPLIANCE P1.00 UNDERGROUND FLOOR PLAN-PLUMBING • • t ` APPROX. APPROXIMATE MUL. MULLION ' I i ARCH ARCHITECTURAL CC0.00 CODE COMPLIANCE DATA&PLOT PLAN • • P1.01 FIRST FLOOR PLAN-PLUMBING • • civil erigmeer1+t T 2019 A ' AWP ACOUSTIC WALL PANEL (N) NEW 1 CCO.01 BUILDING D EGRESS PLAN • • P1.02 SECOND FLOOR PLAN -PLUMBING e • LKMA N. NORTH EXTERIOR ELEVATION 437&405 ARCHITECTURAL P1.03 ROOF PLAN -PLUMBING • • ,01' >f`f.�w T.77 South Country Road BD.A. BOARD N.I.C. NOT IN CONTRACT Br P";okhaven, NY 11719 BLDG. BUILDING N.T.S. NOT TO SCALE AO.01 BUILDING D SITE PLAN • • P2.00 RISER DIAGRAMS-PLUMBING • • k;T 4"` 631.286.8668 BLK. BLOCK NO. NUMBER BLKG. BLOCKING NOM. NOMINAL A1.00 BUILDING D FOUNDATION PLAN • • • P5.00 DETAILS- PLUMBING • • BM. BEAM m.e.p. &f.p. BOT. BOTTOM O.C. ON CENTER 4 A1.00 2 INTERIOR ELEVATION A1.01 BUILDING D FIRST FLOOR PLAN • • • • P5.01 DETAILS- PLUMBING • • M/E Engineering, P.E. B BTR. BETTER O.D. OUTSIDE DIAMETER/OUTSIDE A1.02 BUILDING D SECOND FLOOR PLAN e e • • P5.02 FIRE PROTECTION DETAILS-PLUMBING • • 8 150 North Chestnut Street DIMENSION /OVERFLOW DRAIN 3Rochester,NY 14604 C CARPET O.H. OVERHEAD A1.03 BUILDING D ROOF PLAN • • • P5.03 WATER SERVICE DETAILS-PLUMBING • • 585.288.5590 C.A. CATCH BASIN O.S. OVERFLOW SCUPPER A2.00 BUILDING D FRONT& REAR ELEVATIONS • structural engineer • • C.I. CAST IRON OFF. OFFICE ROOMNAME ROOMNAME & C.J. CONTROL JOINT/ OFF. OPENING A2.01 BUILDING D LEFT&RIGHT SIDE ELEVATIONS • • • CONSTRUCTION JOINT OPP OPPOSITE 103 ROOMNUMBER TDM Consulting Engineering A3.01 BUILDING D FIRST FLOOR REFLECTED CEILING PLAN • • • 550 North County Road,Suite E C.P. CHECKERED PLATE Saint James, NY 11780 C.T. CERAMIC TILE PT. PAINT/ POINT 101 A3.02 BUILDING D SECOND FLOOR REFLECTED CEILING PLAN • • • 631.686.5234 CAB. CABINET P.A. PLANTING AREA B DOOR NUMBER CFMF COLD FORM METAL FRAMING P.J. POUR JOINT A4.00 BUILDING D UNIT PLANS 67 B8&C3-ANSI • • • • CL CENTER LINE P.L. PROPERTY LINE A4.01 BUILDING D UNIT PLANS C3&C4 • • • • CLG. CEILING P.MET. PRESSED METAL P1 PARTITION TYPE CLR CLEAR PAN. PANEL A5.00 BUILDING D BUILDING SECTIONS • • • CMU CONCRETE MASONRY UNIT PL. PLATE ACCESSORIES A5.01 BUILDING D BUILDING SECTIONS • • • key " COL. COLUMN PLAM. PLASTIC LAMINATE O CONC. CONCRETE PLAS. PLASTER (SEE LEGEND) A6.00 WALL SECTIONS • • • PLAN CONN. CONNECTION PLBG. PLUMBING A6.01 WALL SECTIONS • • • CCONST. CONSTRUCTION PLYWD. PLYWOOD FIXTURE NUMBER CONT. CONTINUOUS PR PAIR OO (SEE LEGEND) A6.02 WALL SECTIONS • • • CTR CENTER PTD PAPER TOWEL DISPENSER A6.03 DECK PLANS, ELEVATION,SECTION & DETAILS • O CTSK. COUNTERSUNK PVMT. PAVEMENT -11 OWNER SUPPLIED ITEMSSEE LEGEND A7.00 ACCESSIBILITY DETAILS& NOTES • • • D.F. DOUGLAS FIR / DRINKING Q.T. QUARRY TILE ( ) FOUNTAIN A7.01 TYPICAL FRAMING &AIR SEALING DETAILS • • Do D.O. DOOR OPENING R. RISER A7.02 TYPICAL FRAMING &AIR SEALING DETAILS • N • D.S. DOWNSPOUT R.A. RETURN AIR DRAWING REVISION NUMBER DBL. DOUBLE R.D. ROOF DRAIN A7.03 TYPICAL FRAMING &AIR SEALING DETAILS • • DEPT. DEPARTMENT R.F. RESILIENT FLOORING WINDOW LETTER TRUE DET. DETAIL RAD. RADIUS OA A7.04 TYPICAL FRAMING &AIR SEALING DETAILS • • (SEE LEGEND) DIA. DIAMETER RB RESILIENT BASE A8.00 DOOR SCHEDULE&TYPES • • • project DIM. DIMENSION REF. REFERENCE � DN. DOWN REFRIG. REFRIGERATION / REFRIGERATOR - Wq) COLUMN GRID LINE A8.00A DOOR DETAILS • VINEYARD VIEW DR. DOOR REINF. REINFORCED A8.01 WINDOW SCHEDULE&DETAILS • • • DWG. DRAWING REQ'D REQUIRED DWR. DRAWER RESIL. RESILIENT BREAK LINE A9.00 STAIR PLANS, SECTIONS&DETAILS •D RM. ROOM V • E. EAST RV REVEAL A9.01 STAIR PLANS,SECTIONS&DETAILS e • U DATUM ELEVATION + County Road 48 E.J. EXPANSION JOINT IV A10.00 BATHROOM PLANS, ELEVATIONS&DETAILS • e • Greenport, NY 11944 E.T. EPDXY TOPPING S. SEALER A10.01 BATHROOM PLANS, ELEVATIONS& DETAILS • • • seal f�FD E.W.C. ELECTRIC WATER COOLER S.A. SUPPLY AIR EA. EACH S.A./V.D. SEE AUDIO/VISUAL DRAWINGSEARTH A11.00 FINISH SCHEDULE &CLOSET DETAILS • • • G, R A EF EIFS SYSTEM S.C. SOLID CORE EL., ELEV. ELEVATION S.C.D. SEE CIVIL DRAWINGS A11.01 FIRST FLOOR FINISH PLAN • • • ELEC. ELECTRICAL S.D. SCUPPER DRAIN /STORM DRAIN ENCL. ENCLOSURE S.E.D. SEE ELECTRICAL DRAWINGS A11.02 SECOND FLOOR FINISH PLAN • • • �' ih�r , .. � � SAND EQ. EQUAL S.I.D. SEE INTERIOR DRAWINGS Q Al2.00 KITCHEN PLANS ELEVATIONS& DETAILS • • [` \' ' EQUIP. EQUIPMENT S.K.D. SEE KITCHEN DRAWINGS EXH. EXHAUST S.L.D. SEE LANDSCAPE DRAWINGS Al2.01 KITCHEN PLANS, ELEVATIONS& DETAILS • • • EXIST.,(E) EXISTING S.LD.D. SEE LIGHTING DESIGN DRAWINGS A13.01 FIRST FLOOR FURNITURE PLAN • • ";= ;= EXP. EXPANSION /EXPOSED S.M.D. SEE MECHANICAL DRAWINGS CONCRETE EXT. EXTERIOR S.P.D. SEE PLUMBING DRAWINGS ° Q A13.02 SECOND FLOOR FURNITURE PLAN • • S.S. STAINLESS STEEL/SERVICE SINK A14.00 PASSIVE RADON-RESISTANT SYSTEM • • • F.A. FIRE ALARM S.S.D. SEE STRUCTURAL DRAWINGS E F.B. FLAT BAR S.V. SHEET VINYL BRICK STRUCTURAL 1,�� issued date description F.D. FLOOR DRAIN S.WF.D. SEE WATER FEATURE DRAWINGS SO.10 GENERAL NOTES& LOADING • • -I F.E.C. FIRE EXTINGUISHER CABINET SEC. SECTION 1 03/15/19 Issued for Construction F.F. FLOOR FINISH / FACTORY FINISH SH. SHEATHING 50.20 SPECIAL INSPECTION REQUIREMENTS e • 2 06/06/19 Project Bulletin #1 F.G. FINISH GRADE SHT. SHEET CONCRETE MASONRY 51.00 FOUNDATION PLAN • • • 3 06/12/19 Prosect Bulletin #2 F.H. FIRE HYDRANT SHTG. SHEETING UNIT 4 07/01/19 `Prosect Bulletin #4 F.L. FLOW LINE SIM. SIMILAR 51.01 SECOND FLOOR FRAMING PLAN • • • • a F.O. FACE OF SL. SLIDING F.O.F. FACE OF FINISH SO. SOUTH S1.02 ROOF FRAMING PLAN • • • F.O.G. FACE OF GLASS SPEC. SPECIFICATION STEEL 52.00 FOUNDATION SECTIONS • • • F.O.M. FACE OF MASONRY SQ. SQUARE F.O.S. FACE OF STUD SSWP STAINLESS STEEL WALL PANEL S2.01 FRAMING SECTIONS • • • F.O.SH. FACE OF SHEATHING ST STONE 53.00 SHEAR WALL ELEVATIONS&DETAILS • • • F.S. FLOOR SINK/ FULL SIZE/ FINISH STA. STATION SURFACE STD. STANDARD ROUGH WOOD 53.10 TYPICAL WOOD DETAILS • • • FDN. FOUNDATION STL. STEEL FIN. FINISH STOR. STORAGE 54.00 TYPICAL FOUNDATION DETAILS • • FL., FLR. FLOOR STRUCT. STRUCTURAL HVAC F FLUOR. FLUORESCENT SUSP. SUSPENDED FINISHED WOOD FR FIRE RATED/ FRAME SWBD. SWITCHBOARD TRIM H0.00 GENERAL NOTES AND SYMBOLS-HVAC • • FRP FIBERGLASS REINFORCED PLASTIC SYM. SYMMETRICAL HO.01 SCHEDULES- HVAC • • FRT FIRE-RETARDANT TREATMENT FT. FOOT/FEET T. TRANSFORMER/TREAD ROUGH WOOD HO.02 SITE PLAN -HVAC • • FIN FTG. FOOTING T.A. TREE AREA BLOCKING H1.01 FIRST FLOOR PLAN- HVAC • • • FURR. FURRING T.B. TACKBOARD/TOWEL BAR title T.C. TOP OF CONCRETE/TOP OF CURB H 1.02 SECOND FLOOR PLAN- HVAC • • SYMBOL LEGEND, G.B. GRAB BAR T.J. TOOL JOINT G.C. GENERAL CONTRACTOR T.O. TOP OF PLYWOOD H1.03 ROOF PLAN -HVAC • • G.I. GALVANIZED IRON T.O.C. TOP OF CATCH BASIN H5.01 DETAILS-HVAC 0 0 ABBREVIATIONS & G.S. GALVANIZED STEEL T.O.M. TOP OF MASONRY GA. GAUGE T.O.P. TOP OF PARAPET H5.02 DETAILS-HVAC • • GALV. GALVANIZED T.O.W. TOP OF WALL H5.03 PELICAN THERMOSTAT DETAILS e DRAWING LIST GFRG GLASS FIBER REINFORCED GYPSUM T.P.D. TOILET PAPER DISPENSER RIGID INSULATION GL. GLASS T.S. TUBE STEEL ELECTRICAL GR. GRADE T.V. TELEVISION GRD. GROUND TEL. TELEPHONE E0.00 GENERAL NOTES AND SYMBOLS- ELECTRICAL • • GSM GALVANIZED SHEET METAL TER. TERRAllO BATT INSULATION EO.01 SITE PLAN -ELECTRICAL • • --- -� drawn by: GWB GYPSUM WALLBOARD THK. THICK E1.01 FIRST FLOOR PLAN- ELECTRICAL • • • checked: --- GYP. GYPSUM TYP. TYPICAL E1.02 SECOND FLOOR PLAN- ELECTRICAL • • H.B. HOSE BIB U.O.N. UNLESS OTHERWISE NOTED 0 GYPSUM SHEATHING H.C. HOLLOW CORE OR WALL BOARD E1.03 ROOF PLAN-ELECTRICAL • • scale: N.T.S. "' H.M. HOLLOW METAL V.C.T. VINYL COMPOSITION TILE E4.01 DETAILS-ELECTRICAL • • } H.P.HIGH POINT/ HORSE POWER V.I.F. VERIFY IN FIELD project number: 10002 U HDR. HEADER VERT. VERTICAL E4.02 DETAILS-ELECTRICAL • • scaled inch HDW. HARDWARE E4.03 DETAILS-ELECTRICAL • • sheet number o HDWD. HARDWOOD W WEST UHGT., HT. HEIGHT W.C. WATER CLOSET/WALL COVERING E5.01 ONE LINE DIAGRAMS- ELECTRICAL • • HORIZ. HORIZONTAL W.H. WATER HEATER HR. HOUR W.P. WEATHERPROOF/WATERPROOF E6.01 SCHEDULES- ELECTRICAL • • BUILDING JD a W/ WITH E6.02 SCHEDULES-ELECTRICAL • • I.D. INSIDE DIMENSION/INSIDE DIAMETERWD. WOOD INFO. INFORMATION WF WIDE FLANGE m INSUL. INSULATION WT WEIGHT O + INT. INTEPV7R • + �- - �- 4 0 + I CODE COMPLIANCE DATA ®, i t APPLICABLE CODES: • 602.5 TYPE V. • 915.1.3 FORCED-AIR FURNACES.CARBON MONOXIDE DETECTION SHALL BE PROVIDED IN DWELLINGID n [ UNITS,SLEEPING UNITS AND CLASSROOMS SERVED BY A FUEL-BURNING,FORCED-AIR ": THE DRAWINGS ARE BASED ON THE CURRENT UNIFIED NEW YOw STATE BUILDING CODE AS OF FILING TYPE V CONSTRUCTION IS THAT TYPE OF CONSTRUCTION IN WHICH THE STRUCTURAL FURNACE. DATED THE 2015 INTERNATIONAL BUILDING CODE 3RD PRINTING VVITHAPPLICABLE 2017 UNIFORM CODE ELEMENTS,EXTERIOR WALLS AND INTERIOR WALLS ARE OF ANY MATERIALS PERMITTED BY 1)' `a: , SUPPLEMENT DATED OCTOBER 31,2017 AND THE FOLLOWING CODES AS ADOPTED BY THE STATE OF THIS CODE. EXCEPTION:CARBON MONOXIDE DETECTION SHALL NOT BE REQUIRED IN DWELLING UNITS, } NEW YORK. SLEEPING UNITS AND CLASSROOMS IF CARBON MONOXIDE DETECTION IS PROVIDED IN THE • 700 FIRE AND SMOKE PROTECTION FEATURES S2334z°,.f 2015 INTERNATIONAL BUILDING CODE 3RD PRINTING . FIRST ROOM OR AREA SERVED BY EACH MAIN DUCT LEAVING THE FURNACE,AND THE CARBON 708 FIRE PARTITIONS MONOXIDE ALARM SIGNALS ARE AUTOMATICALLY TRANSMITTED TO AN APPROVED LOCATION. _ 2015 INTERNATIONAL EXISTING BUILDING CODE 5TH PRINTING • 708.1 GENERAL.THE FOLLOWING WALL ASSEMBLIES SHALL COMPLY WITH THIS SECTION. B E A T T Y HARVEY COC O 2015 INTERNATIONAL FIRE CODE 3RD PRINTING • 1000 MEANS OF EGRESS A R C H I T E C T S , LL P 427.38' s2,. 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 I MARYLAND 233°E 2015 INTERNATIONAL PLUMBING CODE 3RD PRINTING 1300 Walt Whitman Road, New York, 11747 - _'06_° 708.3 FIRE RESISTANCE RATING.FIRE PARTITIONS SHALL HAVE AFIRE-RESISTANCE RATING OF NOT A �'�� 1 ° _ � 2015 INTERNATIONAL MECHANICAL CODE 3RD PRINTING j{ , N o 2015 INTERNATIONAL FUEL GAS CODE 3RD PRINTING LESS THAN 1 HOUR. OCCUPANCY LOAD TABLE-BUILDING D p: (631)300-1010 BITj ° ,. OCCUPANT UNIT BUILDING owner/developer {{ {[ ° ° 2016 NYS SUPPLEMENT TO THE ENERGY CONSERVATION CODE • 708.4 CONTINUITY.FIRE PARTITIONS SHALL EXTEND FROM THE TOP OF THE FOUNDATION ORGROSS LOAD OCCUPANT OCCUPANT 2017 NYS UNIFORM CODE SUPPLEMENT TO THE BUILDING CODEConifer Realty j° I FLOOR/CEILING ASSEMBLY BELOW TO THE UNDERSIDE OF THE FLOOR OR ROOF SHEATHING, UNIT AREA FACTOR LOAD LOAD 1000 University Avenue Suite 500 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 1 I ° AMERICAN NATIONAL STANDARD(ICC Al 17.1 -2009) AND SHALL BE SECURELY ATTACHED THERETO.IN COMBUSTIBLE CONSTRUCTION WHERE THE 585.324-0500 FIRE PARTITIONS ARE NOT REQUIRED TO BE CONTINUOUS TO THE SHEATHING,DECK OR SAB, B7 1 986 200 5 5 "' • • CLASSIFICATION D 300 BUILDING USE AND OCCUPANCY CLASSIF °I THE SPACE BETWEEN THE CEILING AND THE SHEATHING,DECK OR SAB ABOVE SHALL BE ° MULTIPLE DWELLING BUILDINGS: RESIDENTIAL GROUP R 2 B8 1 1,054 200 6 6 ° FIREBLOCKED OR DRAFTSTOPPED IN ACCORDANCE WITH SECTIONS 718.2 AND 718.3 AT THE civil engineer � PARTITION LINE. C3 1 1 1 N� 1,299 200 7 7 - LKMA t -- • 400 SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY EXCEPTIONS: C4 2 1,357 200 7 14 437 &405 • 420 GROUPS 11,R 1,R 2,R 3 AND R-4 South Country Road # sso TOTAL BUILDING OCCUPANT LOAD= 32 Brookhaven, NY 11719 ° 8. • 420.2 SEPARATION WALLS. S.ATTIC FIREBLOCKING OR DRAFTSTOPPING IS NOT REQUIRED AT THE PARTITION LINE IN 631.286.8668 WALLS SEPARATING DWELLING UNIiS IN THE SAME BUILDING,WAILS SEPARATING SLEEPING GROUP R-2 BUILDINGS THAT DO NOT EXCEED FOUR STORIES ABOVE GRADE PLANE, PROVIDED THE ATTIC SPACE IS SUBDIVIDED BY DRAFTSTOPPING INTO AREAS NOT EXCEEDING m.e.p. &f.p. ° •' ° ° ° °® UNITS IN THE SAME BUILDING ANDVALLS SEPARATING DWELLING OR SLEEPING UNITS FROM 3,000 SQUARE FEET OR ABOVE EVERY TWO DWELLING UNITS,WHICHEVER IS SMALLER. B ° OTHER OCCUPANCIES CONTIGUOIS TO THEM IN THE SAME BUILDING SHALL BE CONSTRUCTED M/E Engineering, P.E. :,•`° AS FIRE PARTITIONS IN ACCORDAICE WITH SECTION 708. B 150 North Chestnut Street 6.FIREBLOCKING OR DRAFTSTOPPING IS NOT REQUIRED AT THE PARTITION LINE IN BUILDINGS EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED THROUGHOUT IN •1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS Rochester, NY 14604 ° •C 420.3 HORIZONTAL SEPARATION. 585.288.5590 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 SEPARATII3 DWELLING UNITS IN THE SAME BUILDING, FLOOR ACCESS DOORWAYS FROM ANY SPACE SHALL BE PROVIDED WHERE THE DESIGN OCCUPANT ASSEMBLIES SEPARATING SEEPING UNITS IN THE SAME BUILDING 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 SkEPING UNITS FROM OTHER OCCUPANCIES CONTIGUOUS TO . 711.2.4.3 DWELLING UNITS AND SLEEPING UNITS VALUES. 550 North County ad,Suite g - THEM IN HE SAME BUILDING,HALL BE CONSTRUCTED AS HORIZONTAL ASSEMBLIES IN Saint James, NY 11780 ® O ACCORDANCE WITH SECTIOP71I. HORIZONTAL ASSEMBLIES SERVING AS DWELLING OR SLEEPING UNIT SEPARATIONS IN MAXIMUM PATH OF EGRESS TRAVEL DISTANCE 631.686.5234 O ® 420.5 AUTOMATIC SPRINKLER SYfEM. ACCORDANCE WITH SECTION 420.3 SHALL BE NOT LESS THAN 1-HOUR FIRE-RESISTANCE-RATED OCCUPANCY OCCUPANT LOAD (WITH SPRINKLER SYSTEM) I -� ° � • CONSTRUCTION. R-2 10 125' MULTIPLE DWELLING UILDINGS: NFPA 13R (903.3,1.2) • 800 INTERIOR FINISHES • 1006.3 EG FROM STORIES OR OCCUPIED ROOFS. key PROPOSED BUILDINGS:6D&7D GROUP R OCCUPANCIES 4ALL BE EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER • 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 USE&OCCUPANCY CLASS.: RESIDENTIAL GROUP R-2 SYSTEM IN ACCORDANCEVITH SECTION 903.2.8. V INTERIOR WALL AND CEILING FINISH MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE WITH PERMITTED IN ACCORDANCE WITH SECTION 1006.3.2. TRUE �(] CONSTRUCTION CLASS.: VB NORTH ASTM E84 OR UL 723.SUCH e i AUTOMATIC SPRINKLER SYSTEM: NFPA 13R � FOLLOWING CLASSES IN ACCORDANCE IWITH NISH ITHEIR FAME SPREAD A ANDATERIALS SHALL BE SMOKE-DEVELOPED • 1006.3.2 SINGLE EXITS.A SINGLE EXIT OR ACCESS TO A SINGLE EXIT SHALL BE PERMITTED FROM ANY ClPED IN THE �� 9�. • 420.6 FIRE ALARM SYSTEMS Ate SMOKE ALARMS. + f BUILDING HEIGHT: 25.33 N �^ NUMBER OF STORIES: 2 FIRE ALARM SYSTEMS AD SMOKE ALARMS SHALL BE PROVIDED IN GROUP 1-1,R-1,R-2 AND R-4 INDEXES. STORY OR OCCUPIED ROOF WHERE THE FOLLOWING CONDITION EXISTS; + N• �. BUILDING AREA: STORY: 3,294 SQ.FT. OCCUPANCIES IN ACCCDANCE WITH SECTIONS 907.2.6,907.2.8,907.2.9 AND 907.2.10, BUILDING: 6,588 SQ.FT. A3yp� CLASS A:=FLAME SPREAD INDEX 0-25; SMOKE-DEVELOPED INDEX 0-450. MAXIMUM NUMBER PATH OF EGRESS TRAVEL DISTANCE O RESPECTIVELY.SINGLPR 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 I-1,R 2,R 3 AP 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' i • 500 GENERAL BUILDING RIGHTS AND AREAS . 803.11 INTERIOR FINISH REQUIREMENTS BASED ON GROUP. • 1030 EMERGENCY ESCAPE AND RESCUE • 504 BUILDING HEIGHT ANNUMBER OF STORIES o i • 1030.1 GENERAL.IN ADDITION TO THE MEANS OF EGRESS REQUIRED BY THIS CHAPTER,PROVISIONS mom BUILDING NUMBERS SPRINKLERED SHALL BE MADE FOR EMERGENCY ESCAPE AND EGRESS OPENINGS IN GROUP R-2 S3�o� HEIGHT STORIES INTERIOR EXIT CORRIDORS AND OCCUPANCIES IN ACCORDANCE WITH TABLES 1006.3.2(1)AND 1006.3.2(2)AND R-3 r GROUP STAIRWAYS AND ENCLOSURE FOR EXIT ROOMS AND OCCUPANCIES,BASEMENTS AND SLEEPING ROOMS BELOW THE FOURTH STORY ABOVE GRADE NBUILDING ALUWED PROVIDED ALLOWED PROVIDED�2°,80°•.�, RAMPS AND EXIT ACCESS STAIRWAYS ENCLOSED SPACES PLANE SHALL HAVE AT LEAST ONE EXTERIOR EMERGENCY ESCAPE AND RESCUE OPENING IN project D 50' 25.33' 3 2 PASSAGEWAYS AND RAMPS ACCORDANCE WITH THIS SECTION.SUCH OPENINGS SHALL OPEN DIRECTLY INTO A PUBLIC WAY OR TO A YARD OR COURT THAT OPENS TO A PUBLIC WAY. VINEYARD VIEW _ R-2 C C C 3 _ _ a,o • 506 BUILDING AREA • 1100 ACCESSIBILITY �- `'68 • 804 INTERIOR FLOOR FINISH • 1107 DWELLING UNITS AND SLEEPING UNITS 56452' BUILDING AREA 3 ti • 804.2 CLASSIFICATION.INTERIOR FLOOR FINISH AND FLOOR COVERING MATERIALS REQUIRED BY • 1107.6 GROUP R STORY BUILDING SECTION 804.2.2 TO BE OF CLASS I OR II MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE County Road 48 BUILDING ALLOWED PROVIDED ALLOWED PROVIDED WITH NFPA 253. 2 ANSI&HVI UNIT SUMMARY Greenport, NY 11944 CLASS I z 0.45 wattslcm D 10,220 3,294 20,440 6,588 CLASS II >_ 0.22 watts/cm2 BUILDING UNIT NUMBER seal NUMBER' UNIT TYPE ANSI HVI R'ED ASC rl_'� PLOT PLAN -- --, • 804.4.2 MINIMUM CRITICAL RADIANT FLUX.IN ALL OCCUPANCIES,INTERIOR FLOOR FINISH AND FLOOR �5 0 G �" �-ti_________;- i COVERING MATERIALS IN ENCLOSURES FOR STAIRWAYS AND RAMPS,EXIT PASSAGEWAYS, 1C A3 102 105 CORRIDORS AND ROOMS OR SPACES NOT SEPARATED FROM CORRIDORS BY PARTITIONS 2B B3 202 ' O CC0.00 SCALE: 1° = l OO�-0- EXTENDING FROM THE FLOOR TO THE UNDERSIDE OF THE CEILING SHALL WITHSTAND A r MINIMUM CRITICAL RADIANT FLUX. 3B B3 302 - * ,I 4A B1 403 ---1------------ 5A 61 501 0214 L---� -- �• GROUP MINIMUM CRITICAL RADIANT FLUX 22 GROSS AREA=3,294 SQ.FT. 6D C3 604 OF NE`N y R-2 CLASS II -- 7D + • 506.3 FRONTAGE INCREASE: • 900 FIRE PROTECTION SYSTEMS TOTAL 5 2 • 1200 INTERIOR ENVIRONMENT issued date description • 901.6 SUPERVISORY SERVICE.WHERE REQUIRED,FIRE PROTECTION SYSTEMS SHALL BE MONITORED BY AN APPROVED SUPERVISING STATION IN ACCORDANCE WITH NFPA 72. 1 03/15/19 Issued for Construction • 901.6.1 AUTOMATIC SPRINKLER SYSTEMS SHALL BE MONITORED BY AN APPROVED SUPERVISING • 1207 SOUND TRANSMISSION AIR-BORNE SOUND.WALLS,PARTITIONS AND FLOOR/CEILING ASSEMBLIES SEPARATING STATION. • 1207.2 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 TRUSS/JOIST IDENTIFICATION SIGN LL_ r 1 `� - - - - - - -L- - _r, 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. PERIMETER=260 FT. FRONTAGE=184 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 Signs shall be supplied and installed by G.C.at all exterior building entrance doors,exterior exit FOLLOWING LOCATIONS: SLEEPING UNITS OR BETWEEN A DWELLING UNIT OR SLEEPING UNIT AND A PUBLIC OR SERVICE AREA WITHIN THE STRUCTURE SHALL HAVE AN IMPACT INSULATION CLASS RATING OF NOT LESS THAN 50, dischargeand fire department hose connections attached the face of the building,not If=[F/P-0.25]W/30 m w OR NOT LESS THAN 45 IF FIELD TESTED,WHEN TESTED IN ACCORDANCE WITH ASTM E492. more than inches hes horizontally from the latch side the doorjamb, b,and not less than 42 If=[184/260-0.25]30/30 1.GROUP A,B,E,F,H,I,M,R-1,R-2,R-4 AND S OCCUPANCIES. inches nor more than 60 inches above the adjoining walking surface. Signs shall consist of a circle 6 inches in diameter,with a stroke width of 112 inch.The sign If=0.46 EXCEPTION:IN GROUP R-2 OCCUPANCIES,PORTABLE FIRE EXTINGUISHERS SHALL BE BUILDING UNIT SUMMARY background shall be reflective white in color.The circle and contents shall be reflective red in • 506.2 ALLOWABLE AREA DETERMINATION: REQUIRED ONLY IN LOCATIONS SPECIFIED IN ITEMS 2 THROUGH 6 WHERE EACH DWELLING UNIT color,conforming to Pantone matching system(PMS)#187. • 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 6D 2.WITHIN 30 FEET 9144 mm - Signs shall contain the roman alphanumeric designation of the construction type of the building, ALLOWABLE AREA FACTOR: A f=7,000 SQ.FT. ( )OF COMMERCIAL COOKING EQUIPMENT. UNIT NO.OF GROSS AREA "I",'T","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. A typeof the BCNYS.The alphabetic designation for the structural components that are of truss ALLOWABLE STORY AREA: Aa=[At+(NS x If)]x% 4.ON EACH FLOOR OF STRUCTURES UNDER CONSTRUCTION,EXCEPT GROUP R-3 type construction,as follows: Aa=[7,000+(7,000 x 0.46)]x 1 OCCUPANCIES,IN ACCORDANCE WITH SECTION 3315.1 OF THE INTERNATIONAL FIRE CODE. 601 B7 2 986 "F" Floorframing,including girders and beams Aa=10,220 SQ.FT. 5.WHERE REQUIRED BY THE INTERNATIONAL FIRE CODE SECTIONS INDICATED IN TABLE 906.1. 1 V7 77'717'777 "R" Roof framing 6.SPECIAL-HAZARD AREAS,INCLUDING BUT NOT LIMITED TO LABORATORIES,COMPUTER 602 C4 3 1,357 title "FR" Floor and Roof framing ALLOWABLE BUILDING AREA: Aax ACTUAL NUMBER OF STORIES ROOMS AND GENERATOR ROOMS,WHERE REQUIRED BY THE FIRE CODE OFFICIAL. FIRST 10220 SQ.FT.x 2=20,440 SQ.FT. 603 C4 3 1,357 CODE THE SIGN SHOULD READ AS FOLLOWS: • 912.1 INSTALLATION.FIRE DEPARTMENT CONNECTIONS SHALL BE INSTALLED IN ACCORDANCE WITH 604 C3 3 1,299 • 600 TYPES OF CONSTRUCTION THE NFPA STANDARD APPLICABLE TO THE SYSTEM DESIGN AND SHALL COMPLY WITH COMPLIANCE 6"DIAMETER • 602 CONSTRUCTION CLASSIFICATION SECTIONS 912.2 THROUGH 912.6. SECOND 605 B8 2 1,054 MULTIPLE DWELLING BUILDINGS: TYPE VB • 914.4 EQUIPMENT ROOM IDENTIFICATION.FIRE PROTECTION EQUIPMENT SHALL BE IDENTIFIED IN AN DATA & PLOT APPROVED MANNER.ROOMS CONTAINING CONTROLS FOR AIR-CONDITIONING SYSTEMS, • 602.1 GENERAL SPRINKLER RISERS AND VALVES OR OTHER FIRE DETECTION,SUPPRESSION OR CONTROL REFLECTIVE RED PLAN ELEMENTS SHALL BE IDENTIFIED FOR THE USE OF THE FIRE DEPARTMENT.APPROVED SIGNS UNIT SUMMARY-BUILDING 7D THE BUILDING ELEMENTS SHALL HAVE A FIRE-RESISTANCE RATING NOT LESS THAN THAT REQUIRED TO IDENTIFY FIRE PROTECTION EQUIPMENT AND EQUIPMENT LOCATION SHALL BE PANTONE(PMS)#187 AREA G I z SPECIFIED IN THE FOLLOWING TABLE. CONSTRUCTED OF DURABLE MATERIALS,PERMANENTLY INSTALLED AND READILY VISIBLE. UNIT NO.OF GROSS FLOOR NUMBER UNIT TYPE BEDROOMS (S.F.) +I r, drawn by: REFLECTIVE WHITE FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS(HOURS) • 915.1 GENERAL.CARBON MONOXIDE DETECTION SHALL BE INSTALLED IN NEW BUILDINGS IN 701 67 2 986 ACCORDANCE WITH SECTIONS 915.1 THROUGH 915.6. checked by: --- a- BUILDING ELEMENT TYPE VB 702 C4 3 1,357 Y2"STROKE • 915.1.1 ERE FIRST scale: AS NOTED PRIMARY STRUCTURAL FRAME 0 AND R OCCUPANCI SAAND N CLASSROOMS ON GROUP HE OCCUPANCIIES NIT ELOCATIONS I-4 703 C4 3 1,357 BEARING WALLS SPECIFIED IN SECTION 915.2 WHERE ANY OF THE CONDITIONS IN SECTIONS 915.1.2 THROUGH 704 C3 3 1,299 project number: 10002 915.1.6 EXIST. EXTERIOR 0 SECOND 705 B8 2 1,054 scaled inch INTERIOR 0 o . 915.1.2 FUEL-BURNING APPLIANCES AND FUEL BURNING FIREPLACES.CARBON MONOXIDE DETECTION sheet number o NONBEARING WALLS AND PARTITIONS SHALL BE PROVIDED IN DWELLING UNITS,SLEEPING UNITS AND CLASSROOMS THAT CONTAIN A >1 EXTERIOR(FIRE SEPARATION DISTANCE z 30 FEET) 0 FUEL-BURNING APPLIANCE OR FUEL-BURNING FIREPLACE. °' INTERIOR 0 PLANS, ELEVATIONS &SECTIONSit BUILDING D = FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS o DRAWN FOR BUILDING 6D. BUILDING 7D IS OPPOSITE HAND OF ROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS 0 BUILDING 6D. m NJ e COMPLIANCE CODE LEGEND M O EGRESS PATH UNIT TYPE: 88 •---------------' USE GROUP: RESIDENITAL R-2 1 HR FIRE RATED PARTITION ---•—•—•—'—'— s 1 r� GROSS AREA: 1054 S.F. LOAD FACTOR: 200 S.F./PERSON (1HR)RATED DEMISING WALL TO OCCUPANT LOAD: 6 PERSONS CONTINUE TO EXTERIOR WALL. . l , PROVIDE SINGLE SIDED'FLAMEBLOCK OCCUPANCY LOAD TABLE-BUILDING D RATED SHEATHING AT EXT.&CONT. TYPE W G.W.B.AT INTERIOR. Q OCCUPANT UNIT BUILDING GROSS LOAD OCCUPANT OCCUPANT B E ATT Y HARVEY COC O UNIT AREA FACTOR LOAD LOAD ARCHITECTS , LLP - Q ♦-------1 UNIT TYPE QUANTITY ( ) ( ) (PERSONS) (PERSONS) r------+ ' S.F. (S.F./PERSON) PERSONS PERSONS NEW YORK MARYLAND 1 B7 1 986 200 5 5 1300 Walt Whitman Road, New York, 11747 A 1 J I I A owner/develOperp.(631)300-1010 ® j 0 B8 1 1,054 200 6 6 Liu• 1 C3 1 1,299 200 7 Conifer Realty i ( I I ; 1000 University Avenue Suite 500 I � C4 2 1,357 200 7 14 Y 71111 ® 1 Rochester,NY 14607 ® I 1'll 1 , TOTAL BUILDING OCCUPANT LOAD= 32 585.324-0500 ----- `----- I I civil engineer I ff j r---- LKMA I I 437 &405 ' South Country Road 1 I iL Fx�-- ' I , r 1 1 � Brookhaven, NY 11719 IF 631.286.8668 MrL L_ m.e.p. &f.p. I- - c o --- P.E. 00 I' 1 M/E Engineering, _ _ I __� L_ �__ K� I�tj 150 North Chestnut Street i' L.- �r ' ( Rochester, NY 14604 i �; - i_ i 1 --!- - ; 585.288.5590 1 . I I I� �� Ella structural engineer ll L� ; ' I \ / TDM Consulting Engineering 550 North County Road,Suite E Saint James, NY 11780 631.686.5234 i 01 \ / , ; 1 X ; � 0 ; I / \ / \ key PLAN _. 0 ❑ O N� MEANS OF EGRESS PATH TRUE o ORIGIN: BEDROOM DISTANCE: 68' project 4 BUILDING D - SECOND FLOOR EGRESS PLAN VINEYARD VIEW CC0.0 SCALE: 118" = 1'-0" � County Road 48 f, Greenport, NY 11944 seal UNIT TYPE: B7 UNIT TYPE: C4 UNIT TYPE: C4 UNIT TYPE: C3 USE GROUP: RESIDENITAL R-2 USE GROUP: RESIDENITAL R-2 USE GROUP: RESIDENITAL R-2 USE GROUP: RESIDENITAL R-2 EGE D q`\ GROSS AREA: 986 S.F. GROSS AREA: 1332 S.F. GROSS AREA: 1332 S.F. GROSS AREA: 1312 S.F. \5� LOAD FACTOR: 200 S.F./PERSON LOAD FACTOR: 200 S.F./PERSON LOAD FACTOR 200 S.F./PERSON LOAD FACTOR: 200 S.F.IPERSON OCCUPANT LOAD: 5 PERSONS OCCUPANT LOAD: 7 PERSONS OCCUPANT LOAD: 7 PERSONS OCCUPANT LOAD: 7 PERSONS / Q j�f O (IHR)RATED DEMISING WALL TO O O 4 CONTINUE TO EXTERIOR WALL. <a* '•' PROVIDE SINGLE SIDED'FLAMEBLOCK' RATED SHEATHING AT EXT.&CONT. �9� X2142 � O TYPE'X'G.W.B.AT INTERIOR. F NES issued date description • ; ( ♦ i 1 i ♦ 1 ; 1 03/15/19 Issued for Construction 2 07/01/19 Project Bulletin No.4 I 1 � 1 r 1 • +•. IIIIIIItI--- , IIIIII1111==_ ' ; . LJ Ill I � \ • 1 1'I III I 1 , lin I I -----i 1 ISL 1 _ IIS I , aE ! 1 ' rr X11 Q 0 OO I-- O— —I 0C OO — F O O Op i -- -1 I It% 1 j �`�iLi Izi ® title % ' r J F19 I I 1 BUILDING D EGRESS PLAN 1 1 1 ; ; - 1 drawn by: --- checked by: --- 13 13 13, scale: J MEANS OF EGRESS PATH MEANS OF EGRESS PATH MEANS OF EGRESS PATH ORIGIN: 2ND FLR BDRM ORIGIN: 2ND FLR BDRM ORIGIN: 1ST FLR BDRM project number: 10002 DISTANCE: 66' DISTANCE: 66' DISTANCE: 63' scaled inch m U MEANS OF EGRESS PATH MEANS OF EGRESS PATH MEANS OF EGRESS PATH MEANS OF EGRESS PATH Q ORIGIN: BEDROOM ORIGIN: 1ST FLR BDRM ORIGIN: 1ST FLR BDRM ORIGIN: 2ND FLR BDRM sheet number 0 DISTANCE: 65'-3" DISTANCE: 54' DISTANCE: 54' DISTANCE: 62' DRAWN FOR BUILDING NG 6D. TIONS BUILDING D 3 BUILDING D - FIRST FLOOR EGRESS PLAN BUILDING 7D IS OPPOSITE HAND OF _ �-- � BUILDING 6D. CC0.0 SCALE: 118"= 1'-0" +8 CC0001 N Appendix E Area Calculations Appendix E Area Calculations C> Table One:Dwelling Unit Space Table One:Dwelling Unit Space Vineyard Views-Building 6D Vineyard Views-Building 7D IDI : Number of Interior Gross Area Total Gross Interior Gross Area Total Gross ..1. Dwelling Unit Space Gross Area Total Interior Including Exterior Area Including Dwelling Unit Space Number of Gross Area Total Interior Including Exterior Area including Each Space Each Space Gross Area Walls Each Space Exterior Walls Each Space Each Space Gross Area Walls Each Space Exterior Walls i. Unit B7(2 Bedroom) 1 919 919 986 986 Unit 87(2 Bedroom) 1 919 1! 986 986 p > Unit B8(2 Bedroom) 1 984 984 1,054 1,054 . Unit B8(2 Bedroom) 1 984 984 1,054 1,054 Unit C3(3 Bedroom) 2 1,216 2,432 1,312 2,624 Unit C3(3 Bedroom) 2 1,216 2,432 1,312 2,624 Unit C4(3 Bedroom) 1 1 1,292 1,292 1,332 1,332 Unit C4(3 Bedroom) 1 1,292 1,292 1,332 1,332 -- Totals 5 5,627 5,996 Totals 5 5,627 5,996 BEATTY HARVEY COCO Table Two:Residential Common Space Table Two:Residential Common Space A R C H I T E C T S , L L P w -Buling7Dme r ViewsNEW YORK I MARYLAND I, S23°34, Interior Gross Area Total Gross Interior Gross Area Total Gross 1300 Walt Whitman Road, New York, 11747 A, - - 2� E Number of Total Interior Number of Total Interior �- i - - Residential Common Space Gross Area Including Exterior Area Including Residential Common Space Gross Area Including Exterior Area Including � p: (631)300-1010 Each Space Gross Area Each Space Gross Area Each Space Walls Each Space Exterior Walls Each Space Walls Each Space Exterior Walls owner/developer - _ Water Service 1 45 4 51 1 "_ Water Service 1 45 45 51 51 Totals 1 45 51 Totals 1• 45 51� Conifer Realty 1000 University Avenue Suite 500 I _-"-- - - Rochester, NY 14607 Cl) _4_2 .38 Appendix E Area Calculations Appendix E Area Calculations 585.324-0500 Table Three:Total Residential Interior Gross Area Percentages Table Three:Total Residential Interior Gross Area Percentages - - - 108.00, Vineyard Views-Building 6D Vineyard Views till ing 7D7 civil engineer :..( t �( o... •:. •,•', .• _.L cn Percent of percent of LKMA •'�.' :' �. �-r• �- 'T. \ Total Interior Total Interior �W Total Residential Space Total Interior Total Residential Space Total Interior 437 &405 �.:.i.:•:I /� �c9 Gross Area Residential Gross Area Gross Area Residential Gross Area South Country Road . f ...::.. :..: :... :: oo, Brookhaven, NY 11719 Dwelling Unit Space 5,627 99.21% Dwelling Unit Space 5,627 99.21% 631.286.8668 O Residential Common Space 45 0.79% - Residential Common Space 45 0.79% m.e.p. &f.p. Totals 5,672 100.W% : Totals 5,672 100.00% M/E Engineering, P.E. 150 North Chestnut Street Rochester, NY 14604 .:...}. ,. "I �:. _.'•, .C•,., � Table Four:Total Buildiing Gross Area ' Table Four:Tota!Buildiing Gross Area 585.288.5590 '' Vineyard Views-Building 6D Vineyard Views Building 7D . . .. o'::•':': Total Total Gross Area Total Total Gross Area Building Totals Interior Including Building Totals Interior Including structural engineer I. "• �• Gross Area Exterior Walls Gross Area Exterior Walls TDM✓: . \ Consulting Engineering Residential Dwelling Unit Space 5,627 5,996 Residential Dwelling Unit Space 5,627 5,996 550 North C Omyad,SuiteE Residential Common Area 45 51 Residential Common Area 45 51 Saint James, NY 11780 \ Non-ResidentialSpace 0 0 Non-Residential Space 0 0 631.686.5234 O Grand Totals 5,672 6,047 Grand Totals 5,672 ._6,047 • O O O key TRUE NORTH \ EM ♦ o 0 7711 i 0 \ • ♦ o o project 0 :.'.':::::::::.'':•:0:..'.'. o � VINEYARD VIEW I 0 \ I . r D I D I RSG b. n Y Cou t Road 48 � �. \ Greenport, NY 11 44 G 9 P \ seal \ . .G a \ R E D A R ♦ �c C \ 'L ti P C ♦ J O F \ O C� �9D PROPOSED BUILDINGS:6D d USE&OCCUPANCY CLASS.: RESIDENTIAL GROUP R-2 ' CONSTRUCTION CLASS.: VB S 2 .. AUTOMATIC SPRINKLER TEM: NFPA 1 R 14 '9 O .o r • .. . : ...,..... ... , <'.. ' ... ..,,_. �.:�, : ::°'...,.:',..•. :... �.:..' '•".' �• F N i NUMBER OF STORIES: 2 BUILDING AREA: STORY: 3,294 SQ.FT. BUILDING: 6,588 SQ.FT. BUILDING HEIGHT: 25.33 Issue date esc p d d t d t E ;... . :.'. .' O Ion 1 03/15/19 Issued for Construction o � O ..: I \ .. y. ® CD \ o PROPOSED BUILDINGS:7D 6� USE&OCCUPANCY CLASS.: RESIDENTIAL GROUP R-2 CONSTRUCTION CLASS.: VB ' AUTOMATIC SPRINKLER SYSTEM: NFPA 13R I 3 \ BUILDING HEIGHT: 25 ' W r NUMBER OF STORIES: 2 i BUILDING AREA: STORY: 3,294 SQ.FT. I N f'' •: `: V. BUILDING: 6,588 SQ.FT. N .. . : ' T I I M M � � title II J SITE PLAN tios��o I � I c N22°18p ,, ' -}� � 0 - - - - drawn by: --- \ ^ checked by: --- scale: 1"=50'-0" U I / - - ��6 project number: 10002 scaled inch 56452 sheet number Q�� , �, PLANS, ELEVATIONS & SECTIONS s BUILDING D CO DRAWN FOR BUILDING 6D. SITE PLAN BUILDING 7D IS OPPOSITE HAND OF � A0.01 SCALE: 1" = 50'-O" BUILDING 6D. - 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 �q p: (631)300-1010 �- owner/developer Conifer Realty 1000 University Avenue Suite 500 Rochester, NY 14607 585.324-0500 civil engineer LKMA 437 &405 South Country Road Brookhaven, NY 11719 631.286.8668 m.e.p. &f.p. M/E Engineering, P.E. R 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 2 1 2 2 631.686.5 34 A5.00 A5.01 A2.00 A5.01 67'-64" key TRUE 6'_8" 31'-10Y4" 14'-5Y4" NORTH — — — — — — — — — — — — — — — — — — — — — — — — — — --- LN - - - - - I - - - - - - - - - - - - .� II L N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I ° I I •'• I I — i — i i i — I I ° I I I j i I project I I I I I I I I I VINEYARD VIEW I .• I I I I I I , I •:• I I I I I I , I :• I •• I I . D 2'44" D — + County Road 48 Greenport, NY 11944 •�• I I I I I I I L. — . N rl o I I j I seal Cl) I I 1 I � I .' S� ER A LJ I71 • I I I I I I I .•• I � • � I I I I I I I I I I I I .• I ,t I� � `� �t •• i----------------------------� r--------- � ,�---------I I � _ y�. . 21422 �� O 1 I 19'-3 e.' 2.0.. 14'1%" 2'0" 14' 1% 2'-0" 15-0% 2 FOF NES A2.01 . -------------------------- Li u •. � A2.01 `r I '• I I I I I I I I '� E I I I I I I I I issued date description 1 I I I I I I + A5.00 I j I I I j I I A5 00 1 03/15/19 Issued for Construction I I I I Fff. I •• I I I I I I I I I I I I I I I I I I L - I I � � j I I I I I � •' I I I I I I I I j I •' I ( I I I I I I °•. I .� j I I I I I F I • L — - -I- - - - - - - - - - - - - —I r - - - - - - - - - - - - - -- - - - - - - - - — r- IF — , L - - - J [o - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - o – - - - - - - - - - - - — _ title F o N I • v N N ' ' N BUILDING D - - - - - - - - - - - - - - - - - - - - - - - - LO ZN FOUNDATION LO I � -`------------� �- --------------------H-- `� �' Q I -� ------L ��- 7 PLAN I -I---- -----U I I b--`�'---------I_0 I 1'9" 10'114" 1,_9„ 6" 11'.�4" 15'-9" 12'-6Y" 6.. 1'9.. 10'114„ 14'-54" � � � „ � + drawn by: 2'-0" 40'-11/ 141-5Y4" 2'-0" checked by: --- 73'-11" scale: 3/16"= 1'-0" project number: 10002 U 2 1 1 2 scaled inch QA5.00 A5.01 A2.00 o A5.01 sheet number U O U PLANS, ELEVATIONS & SECTIONS z DRAWN FOR BUILDING 6D. BUILDING D ° FOUNDATION PLAN BUILDING 7D IS OPPOSITE HAND OF BUILDING 6D. a A1.00 SCALE: 3/16" = 1'-0" m +- �+ + +'5 H Al * 00 1 2 1 31 4 1 51 6 1 7 18 91_ INTERIOR WALL ASSEMBLY LEGEND i.. N INTERIOR WALL ASSEMBLY SYMBOL r nD .j MATERIAL — — - - — W WOOD STUDS FIRE RATING 0 NONRATED 1 1 HOUR RATED - - - - --- - - -- --- - - -- - -- . N '-ZVM 1 V4 i n n n n n n W 16 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 1/2 RC-1 RESILIENT--jDOUBLE TOP PLATE 112 RC-1 RESILIENT DOUBLE TOP PLATE 112 RC-1 RESILIENT DOUBLE TOP PLATE 112 RC-1 RESILIENT DOUBLE TOP PLATE 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. CHANNEL AT 12"O.C. ( ) CHANNEL AT 12"O.C. (1)LAYER 5/8 TYPE'X' B E ATTY HARVEY R V E Y (1)LAYER 518"TYPE (1)LAYER 5/8"TYPE'X' TYPE'X' TYPE'X' (1)LAYER 518"TYPE'X' 1 LAYER 518"TYPE'X' " ' ' Coco 1 LAYER 518 TYPE X (1)LAYER 518 TYPE X 1)LAYER 5 8"TYPE X STUD SIDE G.W.B. .W.B.(BOTH SIDES) (1)LAYER 5/8"TYPE G.W.B.(BOTH SIDES) (1)LAYER 518"TYPE'X' G.W.B.(BOTH SIDES) (1)LAYER 518"IYPE'X' G.W.B.(BOTH SIDES) (1)LAYER 5/8"TYPE'X' G.W.B.(BOTH SIDES) (1)LAYER 518' TYPE'X' G.W.B.(BOTH SIDES (1)LAYER 5/8' TYPE X G.W.B.(BOTH SIDES) G. G.W.B. G.W.B. G.W.B. G.W.B. G.W.B. ) G.W.B. A R C H I T E C T S , L L P 4 2 x 4(1 Y"x 3%") 112"RC-1 RESILIENT 112"RC-1 RESILIENT 1/2"RC-1 RESILIENT NEW YORK I MARYLAND 6 2 x 6(1%"x 5%") CROSS BRACED(TYP.) CROSS BRACED(TYP.) CROSS BRACED(TYP.) WALL TYPE FCHANNEL AT 16"O.C. CHANNEL AT 16 O.C. CHANNEL AT 16"O.C• 1300 Walt Whitman Road, New York, 11747 BLOCKING FOR GRAB BLOCKING FOR GRAB BLOCKING FOR GRAB BLOCKING FOR GRAB n BLOCKING FOR GRAB BLOCKING FOR GRAB n q p: (631)300-1010 H SHEAR 3"CONT.SOUND 5 CONT.SOUND 5 CONT.SOUND —1 A BARS PER BATHROOM BARS PER BATHROOM ATTENUATION FIRE BARS PER BATHROOM BARS PER BATHROOM ATTENUATION FIRE BARS PER BATHROOM BARS PER BATHROOM ATTENUATION FIRE D DEMISING ELEVATIONS ELEVATIONS ELEVATIONS ELEVATIONS ELEVATIONS ELEVATIONS owner/developer BLANKETS BLANKETS 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 182"OSB (1)LAYER 182'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 PLANS STRUCTURAL PLANS STRUCTURAL PLANS STRUCTURAL PLANS STRUCTURAL PLANS STRUCTURAL PLANS STRUCTURAL PANEL STRUCTURAL PLANS STRUCTURAL PANEL Rochester,NY 14607 "tea• NOT ACCEPTABLE AT DEMISING 585.324-0500 FOR SPACING FOR SPACING FOR SPACING FOR SPACING FOR SPACING FOR SPACING FOR SPACING r '-� .-, � WALLS&CEILINGS FOR THIS • , ,- - ,• PROJECT • J• �I .• •• civil engineer 518"� 518"� 518" 518" 518" 518" 5112" 518" 518" 51/2 518" 5/8" 5112--- 518" 5/8" 5112 518" 31/2" 1/, 3112" 3l n 3112" 1/4' 1/z" 314 71/4" 1/2" 15/32'-/77/32' 723132" 112" LKMA 15132" 437&405 ACCEPTABLE AT DEMISING WALLS&CEILINGS FOR THIS 1 HR-RATED(U.L.DES.U31 1) SouthCountry Road 1 HR RATED(U.L.DES.0311) 1 HR RATED(U.L.DES.U311) NON-RATED Brookhaven,NY 11719 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 PROJECT STC RATING:50(45 FIELD TESTED) m.e.p. &f.p. FLOOR PLAN NOTES M/E Engineering, P.E. R 150 North Chestnut Street 1. A BLOWER DOOR TEST WILL BE CONDUCTED FOR EACH + Rochester, NY 14604 UNIT BY A THIRD PARTY RATER TO MEET 0.3 CFM501sf OF 585.288.5590 ENCLOSURE PER SECTION R402.4.1.3 OF THE NY 2016 P structural engineer 2. REFER TO ENGINEER'S SUBMITTED MECHANICAL ANUALS TDM ConsultingEngineering 2 1 2 2 PER NYS ECC. 550 North County Road,SuiteE A5.00 A5.01 A2.00 A5.01 1ST FLR EXTERIOR WALL CONSTRUCTION a. MANUAL-J:RESIDENTIAL LOAD CALCULATION Saint James, NY 11780 HARDIEPLANK LAP SIDING OVER b. MANUAL-S:RESIDENTIAL EQUIPMENT SELECTION 631.686.5234 BUILDING 6D&7D CONTINUOUS AIR&WATER RESISTIVE C. MANUAL-D:RESIDENTIAL DUCT SYSTEMS BARRIER OVER Y2"EXTERIOR GRADE 3. ALL GROUND FLOOR APARTMENT BATHROOMS SHALL 67'-6%" PLYWOOD SHEATHING FASTENED TO 2x6 WOOD STUDS WITH R-21 BATT INSULATION MEET THE CRITERIA OF A"TYPE A A117.1 2009" 6-8" 31'-10%" 14'-54" OVER CONTINUOUS VAPOR BARRIER AND 8„ BATHROOM. key GYPSUM WALLBOARD ON INTERIOR SIDE. " PLAN 7'-28" 7'-28 3,�n T-4" 6'-5Y8" 9'-54" /91-53/4" 6'-5811 7,_2" T-28" 0 + LO © '4• •4 'a• •a' e _ C? qz © 4 © BUILDING 6D&7D BUILDING 6D&7D e ° B TRUE TELCO&WATER W04 WH16 W14 W14 WH16 •. project s SERVICE ROOM w14 soo 700 woa W04 4 woa W04 VINEYARD VIEW W04 W04 q W04 ti ' ill I I nl U n -_ --- 2-4 4" I --- 1ST FLR EXTERIOR WALL CONSTRUCTION o W04 W06 ; W06 W04 -- - W04 =__ � W04 � __ ___-J County Road 48 HARDIEPLANK LAP SIDING OVER M r -_-� W04 �+—II i�- ' � L----- NY 11944 CONTINUOUS AIR&WATER RESISTIVE W04 1 - - ; Greenport, BARRIER OVER%"EXTERIOR GRADE - `N ,, .• 1 11� , I �11 I W04 0 `< W04 PLYWOOD SHEATHING FASTENED TO 2x6 o iii W04 W04 II o L J sea .3 WOOD STUDS WITH R 21 BATT INSULATION N o ----- �F C/y, w04 III L--- L i" '`,,.` p A F i M n l ___ n W04 O W04 F OVER CONTINUOUS VAPOR BARRIER AND 8" 11 iii iii i 1 D I W06 W04 �'CO GYPSUM WALLBOARD ON INTERIOR SIDE. W04 W04 W04 n BATHROOM D BATHROOM D ----- W woa �' --------� U C, BATHROOM DA 0 1 1 W04 W04 -__ D c� O lil�-I— W04 W04 I BATHROOM 6 W04 �r� �I � I BATHROOM DA I SIM + ,lyP "A"Al 17.1-200 W04 W04 "TYPE"A"A117.1 W04 -----�I -- wo4 W04 ------J1 ' W04 � � W04 11 a �\,� • oa_1 1122 O q o - o v 2 O O ----' W04 �'--- --- W04 - ------ ! W04 --- --! :------I'-- _ v W O O - ----- I I ------ ----- 11 _ ill II M v A2.01 - ------- r -r 1 �_____ -=1ms � I �____ I I I - E — u ------- ' ' IL__ i WHO 6 �__ --- ; WH06 O p L� issued date description ---- " II 1 �''`/ I + W06 W04 O b C1 O W04 W06 -- - , O 1 ' ------- ------- c'-' A5.00 --- --- L O 1 03/15/19 Issued for Construction W04A 11 ,I �----�+�---- �, i -- - O p' a O W04A O p - - - - I L----wn4A - 2 06/06/19 Project Bulletin #1 --- -- -- „- - - - M 2-0' i � --- �J ------ i ---- ED M7�1 ------- 11 r 2-0 -- --- � '' " ' 3 07/01/19 Project Bulletin #4 ------- Ipp1j ------- - - - - - - - IIII---- W14 �- ___ - - - - - - - - ---------------- C, — — — — — — — c II c7 II � W14 ------ �I UNIT NUMBER: 601,701 — - UNIT NUMBER: 602,702 UNIT NUMBER: 603,703 A4.00 UNIT TYPE: B7 --- --- UNIT TYPE: C4 UNIT TYPE: C4 BEDROOMS: 2 _ 1 21 31 41 5 6 1 7 17 7778 a _ --' INTERIOR WALL ASSEMBLY LEGEND ' o INTERIOR WALL ASSEMBLY SYMBOL n! N s MATERIAL - - — — W WOOD STUDS FIRE RATING 0 NON-RATEDIM a --------------- - 1 1 HOUR RATED W 16 A G.W.B.ONE SIDE ONLY 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 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"O.C. CHANNEL AT 12"O.C. , , CHANNEL AT 12"O.C. , , CHANNEL AT 12"O.C. 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' (1)LAYER 518 TYPE X (1)LAYER 518"TYPE X (1)LAYER 518"TYPE`X' B E A T T Y HARVEY GOC O ( ) (1)LAYER 518"TYPE'X' (1)LAYER 518"TYPE'X' (1)LAYER 518"TYPE'X' (1)LAYER 518"TYPE'X' (1)LAYER 518"TYPE'X' (1)LAYER 518"TYPE'X' STUD SIZE 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) A R C H I T E C T S ,I L L P 4 2 x 4(1%"x 3%") G.W.B. G.W.B. G.W.B. G.W.B. G.W.B. G.W.B. G.W.B. 112"RC-1 RESILIENT 112"RC-1 RESILIENT 112"RC-1 RESILIENT NEW YORK I MARYL,\ND CROSS BRACED(TYP.) CROSS BRACED(TYP.) CHANNEL AT 16"O.C. CROSS BRACED(TYP.) CHANNEL AT 16"O.C. 1 300 Walt Whitman Road, New York, 11747 6 2 x 6(1 2"x 5Y2") FCHANNEL AT 16"O.C. WALL TYPE FA p: (631)300-1010 BLOCKING FOR GRAB BLOCKING FOR GRAB BLOCKING FOR GRAB BLOCKING FOR GRABF BLOCKING FOR GRAB BLOCKING FOR GRAB H SHEAR 3 CONT.SOUND 5 CONT.SOUND 5 CONT.SOUND BARS PER BATHROOM BARS PER BATHROOM ATTENUATION FIRE BARS PER BATHROOM BARS PER BATHROOM ATTENUATION FIRE BARS PER BATHROOM BARS PER BATHROOM ATTENUATION FIRE D DEMISING ELEVATIONS ELEVATIONS ELEVATIONS ELEVATIONS ELEVATIONS ELEVATIONS owner/developer BLANKETS BLANKETS 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�32'OSB i—(1)LAYERS 32"OSB 1000 University Avenue Suite 500 x rm 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 O.C.U.O.N.SEE STRUCTURAL PANEL Rochester,NY 14607 I0--i w�x=E 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 ryl 7 3° PROJECT " „ . - „� " - civil engineer 518' 1/ 11 3112 3/ 518 3 52 1/4 518 518" 3/4 518' 518" 7114" 518" 518 �112" 518 518' 5112 518" 5112" 51/2 1/2 1/2 15/32 112" L KMA E, 3 1/2" " 7132' 7 23132" Radkn,CMn 1 15/32" 437 &405 A"m" South Country Road ACCEPTABLE AT DEMISING 1 HR-RATED(U.L.DES.U311) WALLS&CEILINGS FOR THIS W04A NON RATED W04 NON RATED W14 1 HR-RATED(U.L.DES.U311) 1 HR-RATED(U.L.DES.U311) NON-RATED Brookhaven, NY 11719 d' � STC RATING:50(45 FIELD TESTED) W06 NON-RATED WD16 STC RATING:50(45 FIELD TESTED) WH06 SHEAR WH16 SHEAR 631.286.8668 i' PROJECT STC RATING:50(45 FIELD TESTED) m.e.p. &f.p. FLOOR PLAN NOTES M/E Engineering, P.E. R 150 North Chestnut Street �= Rochester, NY 14604 1. A BLOWER DOOR TEST WILL BE CONDUCTED FOR EACH 585.288.5590 UNIT BY A THIRD PARTY RATER TO MEET 0.3 CFM50/sf OF ENCLOSURE PER SECTION R402.4.1.3 OF THE NY 2016 structural engineer 2. REFER TO ENGINEER'S SUBMITTED MECHANICAL MANUALS TDM Consulting Engineering 2 1 2 2 PER NYS ECC. 550 North County Road,Suite E A5.00 A5.01 A2.00 A5.01 a. MANUAL-J:RESIDENTIAL LOAD CALCULATION Saint James, NY 11780 b. MANUAL-S:RESIDENTIAL EQUIPMENT SELECTION 631.686.5234 c. MANUAL-D:RESIDENTIAL DUCT SYSTEMS 67'-6%" 3. ALL GROUND FLOOR APARTMENT BATHROOMS SHALL MEET THE CRITERIA OF A"TYPE A Al 17.1-2009" 14._ 4R 6._g„ 31'-104„ 14'-54" BATHROOM. key N� T-2%" T-2%" 3,4� � 3 4R 6,_5 BR � 18'-11%" � 6'-5%" 7,_2%" � T-2 8R PLAN INS .+ 0 VONi_ I © ! TRUE o © I I W04 c� W04 W04 WH16 W04 W04 WH16 ! project 0 2ND FLR EXTERIOR WALL CONSTRUCTION W04 �; W04 ++— VINEYARD VIEW-,,, HARDIE %''x 1%"TRIM BATTENS OVER%" W04 W04 W04 _ W04 —, 2ND FLR EXTERIOR WALL CONSTRUCTION ® —4-44—; o HARDIE-%"x 13"TRIM BATTENS OVER Y2" PANELS(COORDINATE PANEL JOINTS WITH W04 �� PANELS(COORDINATE PANEL JOINTS WITH W04 1- TRIM BATTENS)OVER CONTINUOUS AIR& - W04 ; 2�-4 4° TRIM BATTENS)OVER CONTINUOUS AIR& W04 -i"—; D + W04 W06 W06 W04 �` -, + WATER RESISTIVE BARRIER OVERY2" q WATER RESISTIVE BARRIER OVER Y2" �I County Road 48 EXTERIOR GRADE PLYWOOD SHEATHING ----- W04 W04 +j r EXTERIOR GRADE PLYWOOD SHEATHING -, Greenport, NY 11944 FASTENED TO 2x6 WOOD STUDS WITH R-21 ---_—_---J ---------- FASTENED TO 2x6 WOOD STUDS WITH R-21 BATT INSULATION OVER CONTINUOUS � BATT INSULATION OVER CONTINUOUS seal VAPOR BARRIER AND 4"GYPSUM o W04 i o J LO VAPOR BARRIER AND 3"GYPSUM WALLBOARD ON INTERIOR SIDE. M __ BATHROOM D THROOM D WALLBOARD ON INTERIOR SIDE. W04 W04 W04 W04 W04 -- --' W06 W04 W06 W04 DO B HROOM B6 o - - I "B"Al 17.1-2009". W04 W04 W04 -------- --BATH OOM DA --- --- BATHROOM DA / -\\ W04 "TYPE"A"A117.1 2009" --- --- W04 ----- IM W04 I I I ------- r----- >I I -ri I --- - --------- 0 _ _ --- --- 1 I W04 L_J L_Jv ) o W04 --- --- W04 W06 WH06 r---- O O — --- --- — -------- 0 -- ---- -- ---- ---- v rn r O O --- W04 --- --- --- W06 W04 W04 K��%� --- --- --- --- W04 �* A2.01 W04 r �lE\.1 E ��,\� --- --- © --- --- ItE issued date description 1 WH06 W04 --- --- W04 --- --- --- --- W04 1 --- --- W04 A5.00 W04A --- --- --------- ------- A5.00 --- --- ;� 1 03/15/19 Issued for Construction -------- --- --- --------- — o --- --- I—T! 2 06/12/19 Proiect Bulletin #2 W04 --------- --- --- --- --- 0 3 07/01/19 Proiect Bulletin #4 q 2'-0" --- --- --- --- W04 2'-0" M -------- 00 -- --- W04 W04 ----- ------- C'7 r----------------, r --_—_, UNIT NUMBER: 605,705 ti UNITTYPE: B8 ------- W04 W04 BEDROOMS: 2 �. GROSS AREA: 1054 S.F. --- --- 0 M NET AREA(HCR): 1000 S.F. --- --- ' ;zr co F Q 2 -- --- 4 4 4 2 2 F OA A4.00 A4.01 A4.01 A4.00 A4.01 � N A4.01 UNIT PLAN UNIT PLAN UNIT PLAN UNIT 4 PLAN UNIT 70 LAN I T 704 PLAN OPP.HAND B1 I ---- title o - - - - - - - - - - - o E E E E E E E q q N N N N BUILDING D SECOND FLOOR ' ! PLAN l 1 - - - - - - - - - - - - 3 T-2%" T-2%" 41-4" 5'-1 4" 5'-3Y4" 5'-3%" 5'-3%" 5'-3%" 5'-3%"Ilk "k5'-2" T-2%" 7'-2%" PARTIAL PLAN FOR BLDG-7 + A6.03 o (NOTE: BLDG-7 IS MIRRORED PLAN OF BLDG-6) + drawn by: --- 2'-0" 14'- /a 4 -11/" 14'- /a 2-0„ checked by:CL -- 73'-11" 11, scale: 3/16"= V-0" U project number: 10002 2 1 1 2 1 SECOND FLOOR PLAN scaled inch A5.00 A5.01 A2.00 A5.01 " - " (BLDG-6 SHOWN) A1.02 SCALE: 3116 - 1 -0 sheet number U PLANS, ELEVATIONS &SECTIONS G z DRAWN FOR BUILDING 6D. BUILDING D BUILDING 7D IS OPPOSITE HAND OF } BUILDING 6D. a' + + I I 71 1" M ROOF NOTESCD „ 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 �• .jay ' REQUIREMENTS.ANY REQUIREMENTS OF THE MANUFACTURER WHICH EXCEED THAT INDICATED SHALL t`.. . 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 ARC H I T E C T S , LLP TO THE CONTRACT. NEW YORK I MARYLAND 4. CLEAN ALL DEBRIS FROM ALL ROOF AREAS. 1300 Walt Whitman Road, New York, 11747 A 5. ALTHOUGH DETAIL REFERENCES MAY BE SHOWN IN ONLY ? 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. COMBUSTIBLE FUELS.ALL HAZARDOUS MATERIALS SHALL M/E Engineering, P.E. B BE STORED IN LOCATIONS DIRECTED BY THE B 150 North Chestnut Street 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 11. NO STORAGE(OTHER THAN FOR FLAMMABLE LIQUIDS)WILL Saint James, NY 11780 2 1 2 2 BE PROVIDED EITHER ON THE GROUND OR IN THE BUILDING. 631.686.5234 A5.00 A5.01 A2.00 A5.01 ALL STORAGE WILL BE ON THE ROOF WITHIN THE STRUCTURAL LIMITATIONS. 12. PROVIDE CRICKETS AT HIGH SIDE OF ALL SQUARE AND RECTANGULAR PENETRATIONS.PROVIDE ADDITIONAL BLOCKERS UNDER CURBS WHERE REQUIRED IN ORDER TO key MAINTAIN 8'FLASHING HEIGHT. TRUE 13. ALL OPEN ENDS OF FLASHING SHALL HAVE VERTICAL NORTH LEADER LEADER LEADER LEADER TERMINATION BARS. 14. PROVIDE FLASHING AND ALL ROOF PERIMETERS, + ROOFMIALL TRANSITIONS,CORNERS,PITCH CHANGES,AND + GUTTER GUTTER LEADER GUTTER GUTTER PENETRATIONS. 15. PROVIDE CONTINUOUS ICE AND WATER SHIELD EXTENDING O _ ICE&WATER 1 1 ATTIC DRAFTSTOPPING 12 1 FROM THE LOWEST EDGES OF ALL ROOF SURFACES TO A GUTTER ICE&WATER POINT AT LEAST 24"INSIDE THE EXTERIOR WALL LINE OF MEMBRANE 1 1 1 MEMBRANE THE BUILDING AT ALL ROOF EAVES AND AT LEAST 36"WIDE AT ALL VALLEYS. 16. INSTALL ROOFING IN ACCORDANCE WITH NRCA AND MANUFACTURER'S WRITTEN RECOMMENDATIONS AND WRITTEN INSTRUCTIONS. o 17. USE STEP FLASHING AT SHINGLE ROOFMIALL TRANSITIONS. 18. ROOF VENTILATION:APPROXIMATELY 50%AT RIDGE VENTS. project 50%IN SOFFIT'S. 19. EXTEND VALLEY FLASHING MIN.12"ON BOTH SIDES OF VINEYARD VIEW VALLEY 20. EXTEND RIDGE FLASHING MIN.12"ON BOTH SIDES OF RIDGE. 21 SUBSTRATE UNDER GABLES.ALL GABLES MUST VENT IC.DO NOT RUN PLYWOOD 22. ROOFING MATERIALS SHALL BE MINIMUM CLASSIC' County Road 48 23. ALL GUTTERS SHALL BE'K'TYPE-5"WIDE,DOWNSPOUTS Greenport, NY 11944 TO BE 3"DIAMETER PLAIN ROUND. seal 24. ALL ROOF PENETRATIONS OF FLUES,VENTS,CAPS,HOODS, ETC.TO BE PRIMED AND PAINTED TO MATCH ROOF COLOR. .`�p�ED ARC RIDGE VENT 25. VENT FLASHING:EXTEND MINIMUM 6"ALL AROUND VENT. �5 SORE G, y�T GUTTER 26. LOCATE ROOF VENTS/PENETRATIONS TO REAR.ROOF IN -0 vJP COO FO GUTTER o - o SLOPES TO MINIMIZE VISIBILITY.GANG VENTS IN ATTIC O SPACE WHERE PERMITTED BY CODE.SEE MECHANICAL . LEADER M o o fu LEADER PLANS FOR FURTHER INFORMATION. f- y upi422 pQ' r- r- � 1 2 OF NE\N A2.01 A2.01 N �E issued date description + 1 �M11J Z 1 -I +, A5.00 w A5.00 1 03/15/19 Issued for Construction 0 oo N It + 1 1 1 1 title ICE&WATER 2 + --- - - - - -- - -- - - 77- -- MEMBRANE - RIDGE VENT BUILDING D ROOF PLAN LEADER - �'' LEADER . GUTTER - "' GUTTER DOWNSPOUT NOTES 1. TERMINATE DOWNSPOUT AT PVC BOOT WITH CLEANOUT AS GUTTER GUTTER GUTTER SPECIFIED BY CIVIL ENGINEER.TIE INTO UNDERGROUND STORM WATER MANAGEMENT SYSTEM AS SPECIFIED BY drawn by: --- CIVIL ENGINEER. LEADER LEADER LEADER checked by: --- scale: 3/16"= 1'-0" N U project number: 10002 N U 2 1 1 2 scaled inch Q A5.00 A5.01 A2.00 A5.01 o sheet number U O U PLANS, ELEVATIONS & DRAWN FOR BUILDING 6D. TIONS BUILDING D z ° rl ROOF PLAN BUILDING 7D IS OPPOSITE HAND OF a A1.03 SCALE: 3/16" = 1'-0" BUILDING 6D. a� + �+- + + + + - 9 I H • N F_ r ' EXTERIOR MATERIAL LEGEND TAG DESCRIPTION COLOR SPECIFICATION 10 HARDIE PANEL VERTICAL SIDING TBD O 3/"x 2Yz"HARDIE TRIM BATTEN BOARD TBD 30 7%"HARDIE PLANK LAP SIDING TBD r ® HARDIE PANEL TBD 5O 514 x 3112" HARDIE CORNER TRIM BOARD TBD B E A T T Y HARVEY COC O © 5/4 x 31/2" HARDIE WINDOW&DOOR TRIM BOARD TBD A R C H I T E C T S , L L P NEW YORK I MARYLAND ASPHALT SHINGLE ROOFING TBD 1300 Walt Whitman Road, New York, 11747 ® 36"x 80"FIBERGLASS ENTRANCE DOOR TBD f A 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. B B 150 North Chestnut Street 20 36"x 82"FULL LIGHT SINGLE STEEL DOOR TBD Rochester, NY 14604 21 585.288.5590 72"x 82"FULL LIGHT DOUBLE STEEL DOOR TBD 2 1 2 NOTES: structural engineer A5.00 A5.01 A5.01 1. PROVIDE ADD ALTERNATE FOR WINDOW AND DOOR BLACK FRAMES. 2. PROVIDE ADD ALTERNATE FOR EVERLAST SIDING. TDM Consulting 550 Northh County Engineering Road,Suite E Saint James, NY 11780 T.O.ROOF TRUSS RIDGE 631.686.5234 wc� 1 1 - - 12 7 '� key 11 - - - - - I 17 NORTH L - - T.O.SECOND FLOOR TOP PLATE 6 -- — -- ELEV.+17'-9" + A6.03 B1 \ _ E _ E co - E DD _N 00 U � T.O.SECOND FLOOR SUBFLOOR "' = o --- --- - -_ - - _ -- - --- -- - - ELEV.+9'-7%, 18 4 project 13 6, { B -B B :. B Al/ \A1 illD °�— ! \ County Road 48 - - T.O.FIRST FLOOR SLAB Greenport, NY 11944 ELEV.0'-0" seal 1 1 i iii I 1 i I i i i i i i 1 L__ J- J--L ----------------- J__L L_L ____--------------- J--� ---------------------------- J__L ---------------------- ----------------- �_—L 1 1 M ED A r - T T T T T T T T T T T T T-- F� R i i I I I i I i I i I I i B.O.FOOTING �5 CCRE G. Cy/� -----L-------- -I ---- ----1 ----- ----------�-_L___--I-----------------------�__ L____ -------------_------- 1-----1----- 1--------_______ „ P C _ __ ELEV.-3'-6 w� vJ Op FO 1422 �0 1 FRONT ELEVATION FOF NE`N A2.00 SCALE: 3/16" = 1'-0° C issued ate description E d 1 12/06/17 Issued for Construction 2 1 2 A5.01 A5.01 A5.00 T.O.ROOF TRUSS RIDGE r — - - - ELEV.+25'-4" UJ -- - 1 _ 12 _ _ -- - - - - _ - - - 17 I UJ T.O.- - - - T.O.SECOND FLOOR TOP PLATE F 13 - - ELEV.+17'-9" - LO g s L 1 ao `v title G 00 _ I�� C 'I .��G P � B ...� c 5 N D_ = o _ N BUILDING D _ T.O.SECOND FLOOR SUBFL 00 R C14 = LL- 0 16 ® ® ® ® ® ® ® ELEV. FRONT & REAR 4 ELEVATIONS _ / \ 3 \ - 4 D C i G \ / y G B -� drawn by: \ / --- \ / T.O.FIRST FLOOR SLAB checked by: --- ELEV.Y-0" -- r1--- rl-------------------------------1 --------__ ------------------___ ______ _----- -- I L-- ---I-1----------------- 1 --- �o scale: 3/16"= 1'-0, q: I __ _ I --------- --------------------------- ---------- I ---- -- _ B.O.FOOTING --- - L--- ------------ ------------------L----------------- I _ ---------------- ----------------�-----' ,� project number: 10002 ELEV.-3'-6" } - scaled inch Qsheet number 0 H111111 U PLANS, ELEVATIONS & SECTIONS DRAWN FOR BUILDING 6D. BUILDING D Z REAR ELEVATION BUILDING 7D IS OPPOSITE HAND OF BUILDING 6D. �OOSCALE: 3/16" = 1'-0" rn + I f o EXTERIOR MATERIAL LEGEND TAG DESCRIPTION COLOR SPECIFICATION O HARDIE PANEL VERTICAL SIDING TBD 2O a/4"x 212"HARDIE TRIM BATTEN BOARD TBD 30 7%"HARDIE PLANK LAP SIDING TBD ® HARDIE PANEL TBD 50 514 x 3112" HARDIE CORNER TRIM BOARD TBD B E A T T Y HARVEY COC O © 5/4 01/2" HARDIE WINDOW&DOOR TRIM BOARD TBD A R C H I T E C T S , L L P O7 ASPHALT SHINGLE ROOFING TBD NEW YORK I MARYLAND 1300 Walt Whitman Road, New York, 11747 ® 36"x 80"FIBERGLASS ENTRANCE DOOR TBD p: (631)300-1010 A 90 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 1 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. 150 NoP.E. 19 ALUMINUM RAILING TBD 9 M/E Engineering, 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 _ — - - ELEV.+25'-4" 631.686.5234 7 ci LU 14 - 2 - 1 key - - iRUE C� 711 NORTH "' T.O.SECOND FLOOR TOP PLATE ° --_- -- — — — ELEV.+17'-9" - 2 o 4' 19 .r BO z Cn OO 60 5 r_ � 13 N � o 4 = — T.O.SECOND FLOOR SUBFLOOR N wLL U- - - - /1 = o ELEV.+9'-7 4 6 - project 3 '� ------- I - 18 VINEYARD VIEW 4 T.O.FIRST FLOOR SLAB County Road 48 ELEV.0'-0" Greenport, NY 11944 I seal kF-D AR ------- 1 -- ------_ �_-� ' -- ---- �pRE G---------- �_ �_________ �__�___ _______ B.O.FOOTING 'C ELEV.-3'-6" ZC?v,�JP COO * I TI `" ♦r s�q �2�42 pQ� r-l 'N) LEFT SIDE ELEVATION FOF NE`Ny A2.01 SCALE: 3/16"= 1'-0" 170-1-77 7777.7772,77' E, E issued date description �- + 1 03/15/19 Issued for Construction 1 A5.00 T.O.ROOF TRUSS RIDGE -- ELEV.+25'-4" ci LU 84 _ 1 12 TO RIDGE L VAT ION- - 14 -- 17 c1 "' _ -i-- _ � T - T.O.SECOND FLOOR TOP PLATE 1 ELEV.+17'-9" 19 - �- A ly B N title z wo 0 13 5 T.O.SECOND FLOOR SUBFLOOR BUILDING D w = o ELEV.+9'-7 LEFT & RIGHT SIDE 3 ELEVATIONS e 4 Ar A B n �'-L + drawn by: --- T.O.FIRST FLOOR SLAB - checked by: -- ELEV.0'-0" - `� scale: 3/16"= V-0" ---------L ----------------------------------------J --------------------------� c� aai L---- 1 -- 1 1------L--------------------------------- I ------- - -------1--------------------�----------i B.O.FOOTING project number: 10002 -------------------------- ELEV.-3-6' U scaled inch Q sheet number o U PLANS, ELEVATIONS &SECTIONS zDRAWN FOR BUILDING 6D. BUILDING D r2" RIGHT SIDE ELEVATION BUILDING 7D IS OPPOSITE HAND OF a A2.01 SCALE: 3116" = 1'-0" BUILDING 6D. m 1 31 4 � � � �' 9 11 A200 LIGHTING FIXTURE LEGEND TYPE SYMBOL DESCRIPTION TYPE SYMBOL DESCRIPTION TYPE SYMBOL DESCRIPTION NOTES: Uy I 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%"GWB UNLESS OTHERWISE NOTED. " B 0 SURFACE MOUNTED LED F1 WALL MOUNTED LED 3 LAMP VANITY LIGHT I SURFACE MOUNT LED 3. PROVIDE SUBMITTAL TO THE RESPONSIBLE PARTY OF THE MANUFACTURER'S CUT-SHEET FOR EACH TYPE OF LIGHT FIXTURE INSTALLED.WHERE APPLICABLE,ENSURE THE ENERGY STAR LABEL REMAINS ATTACHED TO THE B E A T T Y HARVEY COC O C ® SURFACE MOUNT LED FB 11 SURFACE MOUNTED LED CFL CEILING FAN WITH LIGHT FIXTURE. 4. REFER TO MECHANICAL,FIRE PROTECTION&FIRE ALARM PLANS FOR A R C H I T E C T S , L L P COORDINATION LOCATION OF CEILING DEVICES. 1300 NEW YORK I MARYLAND Q.1Df WALL MOUNTED EXTERIOR LANTERN FD 0 SURFACE MOUNTED LED Walt itman Road, New York, 11747 �q p: (631) 300-1010 owner/developer Conifer Realty 1000 University Avenue Suite 500 Rochester, NY 14607 585.324-0500 civil engineer LKMA 437 &405 South Country Road Brookhaven, NY 1 1719 631.286.8668 m.e.p. &f.p. EM/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 Saint James, NY 11780 631.686.5234 key TRUE NORTH 0 + '--�C O � ❑ FD OB o U B I _77 project 0 I JB JB VINEYARD VIEW D T0" County Road 48 SLAB ABOVE OE oC Greenport, NY 11944 oC F1 F1 ABo1.. � 1 seal E °C °C ,e- ED ARcy 01 qq�E B B E OB �CRE C /� B 0 4 ABOVE SLAB NV 0 0 O j Q �O��0 -- �¢ E OC I ` O F1 C E F1 O O \ / OC OC �Ou21NE�y0Q` E \ / \ / \\ // A E issued date description E \\X/ \X / A A \ / OC \ / OC ° X 1 03/15/19 Issued for Construction // \\ OC OC \ c c c C OC OC / 1 UNIT NUMBER / / \ / \ UNIT NUMBER / 601 &701 \/ UNIT NUMBER UNIT NUMBER 604&704 UNIT TYPE /\ 602&702 603&703 UNIT TYPE / B7 / UNIT TYPE UNIT TYPE C3 B / C4 C4 / + F C O C C / ° ° v ABOV SLAB L=17L OC /1 771 / OC \�\ title �, )5 _ D � BUILDING D D FIRST FLOOR REFLECTED CEILING PLAN drawn by: --- checked by: --- NOTES: scale: 3/16"= l'-O" N project number: 10002 1, CEILING HEIGHT IS 8'-0"ABOVE SLAB UNLESS OTHERWISE NOTED. 2. COORDINATE LIGHTING FIXTURES WITH ELECTRICAL FLOOR PLAN. scaled inch Q 3. COORDINATE FIRE PROTECTION SPRINKLER HEADS WITH FIRE PROTECTION FLOOR PLAN. 0 sheet number u O U,, PLANS, ELEVATIONS &R BUILDING 6 SECTIONS BUILDING D 1 FIRST FLOOR REFLECTED CEILING PLAN BUILDING DRAWN 07D S 0 POSTE HAND OF A&01 SCALE: 3/16"= 1'-0" BUILDING 6D. m 1 + 3T 4 ii— 5� 7 f +8 H A3001 9 + + + + + o , CD LIGHTING FIXTURE LEGEND TYPE SYMBOL DESCRIPTION TYPE SYMBOL DESCRIPTION TYPE SYMBOL DESCRIPTION NOTES: _T -C A SURFACE MOUNTED LED E 0 SURFACE MOUNTED LED FESEMI-FLUSH MOUNT COMPACT FLUORESCENT 1. ALL CEILINGS BE MOUNTED TO THE UNDERSIDE OF THE STRUCTURE ABOVE O O UNLESS OTHERWISE NOTED. *o 2. ALL CEILINGS SHALL BE%"GWB UNLESS OTHERWISE NOTED. B 0 SURFACE MOUNTED LED F1 WALL MOUNTED LED 3 LAMP VANITY LIGHT I SURFACE MOUNT LED 3. PROVIDE SUBMITTAL TO THE RESPONSIBLE PARTY OF THE MANUFACTURER'S CUT-SHEET FOR EACH TYPE OF LIGHT FIXTURE INSTALLED.WHERE APPLICABLE,ENSURE THE ENERGY STAR LABEL REMAINS ATTACHED TO THE 6 E A T T Y HARVEY COC O C 0 SURFACE MOUNT LED FB 0 SURFACE MOUNTED LED CFL CEILING FAN WITH LIGHT FIXTURE. 4. REFER TO MECHANICAL,FIRE PROTECTION&FIRE ALARM PLANS FOR A R C H I T E C T S , L L P COORDINATION LOCATION OF CEILING DEVICES. NEw YORK I MARYLAND A D 3 WALL MOUNTED EXTERIOR LANTERN FD SURFACE MOUNTED LED 1300 Wait Whitman Road, New York, 4 p: (631)300-1010 owner/developer Conifer Realty 1000 University Avenue Suite 500 Rochester, NY 14607 585.324-0500 civil engineer LKMA 437 &405 South Country Road Brookhaven, NY 11719 631.286.8668 m.e.p. &f.p. M/E Engineering, P.E. +p, ,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 TRUE NORTH I v O ❑ i 0 B �J B ©B project 0B 0B VINEYARD VIEW + -� �o� VE County Road 48 SUBROOR Greenport, NY 11944 OC F1 F1 B seal ANO �O ARCy,� B RE SUBFLOOR ®B 0B ©B B B C? JP 00 0 ACCESS 0 PANEL OE F1 F1 O OC OC q X21422 0 ACCESS OC T�OF NIE OE OE i PANEL K B�\\\� issued date description L+_ L?— OC 0 A 1 03/15/19 Issued for Construction r-� B OC OC OC OE OE UNIT NUMBER UNIT NUMBER 605&705604&704 UNIT TYPE E UNIT TYPE B8 OC C3 UNIT NUMBER UNIT NUMBER CFL 602&702 603&703 UNIT TYPE UNIT TYPE 0 B C4 C4 i F OB 0B F OE , '7a 7"" ABOv VE SLAB p title --- BUILDING D SECOND FLOOR REFLECTED CEILING PLAN + + drawn by: --- checked by: --- scale: 3/16"= 1'-0" NOTES: N 1. CEILING HEIGHT IS 8'-0"ABOVE SUBFLOOR UNLESS OTHERWISE NOTED. project number: 10002 U 2. COORDINATE LIGHTING FIXTURES WITH ELECTRICAL FLOOR PLAN. scaled inch Q 13. COORDINATE FIRE PROTECTION SPRINKLER HEADS WITH FIRE PROTECTION FLOOR PLAN. sheet number 0 U O U PLANS, ELEVATIONS &SECTIONS DRAWN FOR BUILDING 6D. BUILDING D 1 SECOND FLOOR REFLECTED CEILING PLAN BUILDING 7D IS OPPOSITE HAND OF A3.02 SCALE: 3/16"= 1'-0" BUILDING 6D. 3 F i 9 I 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 �q p: (631)300-1010 -�- owner/developer Conifer Realty 1000 University Avenue Suite 500 Rochester,NY 14607 13'-6 4" 13'-6%" 585.324-0500 10'-1 4" 3'_2„ 6-8" 10'-1 4" 3'-2" 6'-8,. 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 \ BEDROOM \ BEDROOM BEDROOM R 150 North Chestnut Street 0 o N Rochester, NY 14604 BEDROOM 585.288.5590 BEDROOM o BEDROOM o 11'-2" 2'-1/' r structural engineer 3 9% 4_ 4'8Y2 TDM Consulting Engineering 5' 14.. 4.84.. 4.54.. 5. 14.. 5' 14" 4,8 z.. 4'S 4.. 5'-1Y4" , �i 550 North County Road,Suite E - Saint James, NY 11780 O O JL' 631.686.5234 40, 0 4 O O O O O cO 1'11" K2 2'-7 =__ -++— =t--T� 1 / 2-7 __-= '� C—LOOSFET — 11II 104 Q2,7„ --- g MECH. cio OH 11IIIIII 1i CLOSET co -- _--„ JJ Lu— A10.00 C keN � � T - LE # 5-11% 7 j1V0 � ° ° N2- L I 1 HALLWAY HALL ,r eLu v _ Al 0.00 mL—_Jj BULK . BULK HALLWAY:; HALLWAYSTORAGE STORAGE 00 �' 5,a 4 10' BATHROOM-DA `4 BULK ---- ----- SIM.514Fco BATHROOM-6B co BATHROOM-6B BATHROOM-DASTORAGE G 1IQ I " I i I 1 I T /a„ "TYPE"A”A117. TYPE BAlAl17.1-2009TYPE AA117.1-2009 MECH. 394„ 7- 4„ lz� . L LCLOSET LINENO CLOS I co MECH. LO �_i CLOSET _ C - C14 Nk TRUE — — — — — - - — — — — — -p�- A121.00 =�, IIII IIIIII 2'-8/. IIII1II 1I1IIII 12-8/ I� r IIIIIIIIIl I- T J N 1 �N IIIIIII11II ------------------_ -------------------------- i�-111 -2- +4i -- _ D project ----- 0 0 —____ ---- ------ IL A2.01 BEDROOM VIN E1�Y�A,��?�\5 RD� E1fV G,4 oI 2IE COAT 9 W CLOSETiKITCHEN B KITCHEN B1 1 1 I 0I10 1 ILI#-"91- County Road 48K2 ' Greenport, NY 11944 "' ----------- _LI I L ------4 M - ES seal ET L ------- 9'6" — — — — — — — — — — — — ------- ----- X,---- ----- ---- M 5 18-1%„ A9.00 18'-2" ------- ----- 77] ---- ---- UN- 2 A OPEN TO G1_1 IIiI v Jv1 vo v 'vC v ' 8 o Gr issued d a te description 2'-14" 16-63/4" BELOW 1 03/15/19 Issued for C o nstr u c tionA9.00 ----- LIVING 2 06/12/19 Project Bulletin #2LIVING LIVING ROOM ROOM I ROOM a 3 07/01/19 Project Bulletin #4 CV BULK STORAGE Lww J °. e d d da d v Q a d°e dd ad° a n $ e title BUILDING D UNIT PLANS B7 B8 & UNIT 604 C3-ANSI UNIT NUMBER: 601,701 UNIT NUMBER: 605,705 UNIT NUMBER: 604 UNIT TYPE: B7 UNIT TYPE: 68 UNIT TYPE: C3-ANSI BEDROOMS: 2 BEDROOMS: 2 BEDROOMS: 3 drawn by GROSS AREA: 986 S.F. GROSS AREA: 1054 S.F. GROSS AREA: S.F. NET AREA(HCR): 926 S.F. NETAREA(HCR): 1000S.F. ET AREA(HCR): 1253 S.F.. , checked by: --- scale: 1/4"= 1'-0" UUNIT C3 -ANSI GROUND FLOOR PLAN 4 NIT C3 -ANSI SECOND FLOOR PLAN project number: 10002 UNIT B7 - FLOOR PLAN UNIT B8 - FLOOR PLAN scaled inchSCALE: 1/4" = 1 -0" WAY T Q SCALE: 114" = 1'-0" SCALE: 1/4" = 1 -0" . sheet numberUO BUILDING. D- A 5 1/4 NOTE: a ALL GROUND FLOOR APARTMENT BATHROOMS SHALL m 'FET,THE CRITERIA OF A"TYPE A Al 17.1-2009"BATHROOM. O 1 t 2T 3T + + +6 7 I 81 9 H 0 BEATTY HARVEY COCA 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 13'-6Y4" 13'-6Y4" Rochester, NY 14607 585.324-0500 d civil engineer e n d a - LKMA 437&405 South Country R oad 15'-8%" Brookhaven,NY 11719 e 631.286.8668 m.e.p. &f.p. B \ \o Mogcesng" eO Ertn tut Street g+ Rochester,NY 14604 o o BEDROOM M 11'-2" 2' 1�" v 585.288.5590 2'_14" 2'-l)/4" 13'-3Y8" structural engineer BEDROOM m BEDROOM MM __ O o TDM Consulting Engineering 550 North County Road,Suite E Saint James, NY 11780 EO O cmi \ O ,i 19 i�O , 631.686.5234 CLQI)iES 1 _ rh CL — �� n I iii ,n -N r MECH. N — - - — �- - - - CLOSET i F- I 3 6 — — ""'l jeroLd�ET — ' O keyNw1 v'Li 6 5-11� 2-7" WILUL . I1 o0.00rI I-- , „ PLAN � j , I L L� j 6 ; 6 2-7/' 5-8/q� II I _HALLWAY o HALLWAY I L_ iiiL- B/ f 1'-B/Ali I CdAT__ _1 BATHROOM D BATHROOM-D I LET1 F � I I F BATHROOM D F II II i � BATHROOM DFO i It I ”OOBULK I I ---- ----- I I 7'-14" 1 " I ao I 7'-14" 1-8% I 18-4%„ I , p - STORAGE c 1 v I -------, I ---- ----- I v I ------ I -, k I I I __ 1 - 1 M I 1 1 1 I 1 w N— K ----- ----- - --� I O L N �Tj�- - - - - - - - - L__rii5a 1'11" 2'7" I I rRue------- ----- ----- =N5 — — — — p-------- I I I I 2 u Al2.00 1 1 8 A9.01 A9.01 project *_= I ----- ---- -- -- `4 BEDROOM L--------- I I - II _ ------ ------ ------ ------ ---- ---- Al2.00 1 ' I I' N - � r------- I� \ MECH M VINEYARD VIEW I I -- -- _ --_---- I ----- ---- I � CLOSET I KrI`C IEN?C 0 0 I - 1 1 I O ----- ---- --- - I ---- N I �- I I I I O° 1 I I I -----r--- ----- O O' o I ---- -----_ -- ,- a, 1 O O KITCHEN-c 1 1 ----- ---- 1 1 --- - 1 O; O 1 I I HALLWAY I I County Road 48 L -- -- N I ---- ------ \ I 1 I ----- ---- I 7 1/q" \ 1 ----- ---- I Greenport, NY 11944 ---- ----- I I ----L - ==*== I � CIHES I 1 I ----- ---- I - 1 ----- ---- I seal '�ET 1 L ---- 1 ----- ---- I � BULK 1 II II L-- - Y' I II II — ----- ---- ` II 1 �� I 1 1 1 STORAGE I I ��CD AR�;y, - ----- ---- ----- ---- GSR ,T � -J m O N 4u cc) U? — — — — — — — — — N \ L J 2'-5Y8" O _ ._ t N � .� N A9.00 // 15'8%„ O O cS�T 1 �0 / 3 65 3 6/ LIVING \ / ROOM \ / 77 E — 2'-14" \ / E issued date description \ OPEN TO \ BELOW 1 03/15/19 Issued for Construction , /\ o BEDROOM o - / \ LIVING ROOM CL — / \ 15'-8%" N / \ Sk °d d a d. v d � ° p �° .e a e ad a .d ° o v v v .° v ° ° v v ' e ° v ° v e I I •I v o ° ' v v v v v ° o a e' 'd'e A. o e P ° d. v ° v v w ° v ° title BUILDING D UNIT PLANS C3 & C4 UNIT NUMBER: 704 UNIT NUMBER: 602,702 UNIT NUMBER: 603,703 UNIT TYPE: C3 UNIT TYPE: C4 UNIT TYPE: C4 C --- GROSSBEDROOMS: 3 BEDROOMS: 3 BEDROOMS: 3 + drawn by: GROSS AREA: 1312 S.F. GROSS AREA: 1332 S.F. GROSS AREA: 1332 S.F. NET AREA(HCR): 1253S.F. NET AREA(HCR): 1235 S.F. NET AREA(HCR): 1235 S.F. checked by: --- J OPPOSITE HAND scale: 1/4"= 1'-0" N 1 UNIT C3 - GROUND FLOOR PLAN 2 UNIT C3 - SECOND FLOOR PLAN 3 UNIT C4 - GROUND FLOOR PLAN 4 UNIT C4 - SECOND FLOOR PLAN project number: 10002 scaled inch A4.01 SCALE: 114" = 1'-0" A4.01 SCALE: 114" = 1'-0" A4.01 SCALE: 114" = 1'-0" A4.01 SCALE: 1/4"= 1'-0" o sheet number U r` ` O U BUILDING D z } `' NOTE: a ALL Gr"�UUN-,) LOOR APARTMENT BATHROOMS SHALL Y m MEET THE CRITERIA OF A"TYPE A A117.1-2009"BATHROOM. 6 ii— + H e 01 8 y � 131 41 5 O F L FLOOR& ROOF ASSEMBLY LEGEND 0 FLOOR/CEILING ASSEMBLY: ROOF/CEILING ASSEMBLY: FLOOR/CEILING ASSEMBLY DRAFTSTOPPING: D 1-HR RATED U.L.DES.L521 1-HR RATED U.L.DES.P5221-HR RATED U.L.DES.L521 SYSTEM NO.8 SYSTEM NO.8 ROOFING SYSTEM 30 YEAR ARCHITECTURAL SYSTEM NO.8 ` STC RATING: 50(45 FIELD TESTED) ASPHALT ROOF SHINGLES 1. . IIC RATING: 50(45 FIELD TESTED) OVER 15LB BUILDING FELT SPECIFIED FLOORING,SEE WITH ICE&NATER SHIELD SPRAY FOAM BOARD IN FINISH PLANS AT ALL EAVES&VALLEYS PLACE ONE SIDE; a4"DRAFTSTOPPING; 314"THICK'LEVELROCK' OVER Y4"EXTERIOR GRADE PROVIDE V WIDE BEAD STAGGER JOINTS FLOOR UNDERLAYMENT PLYWOOD SHEATHING. OF INSULATION BY'DOW s/"PARTICLEBOARD B E A T T Y HARVEY COC O BUILDING SOULUTIONS' AT DRAFTSTOPPING ARCHITECTS , L L P 3!4"ADVANTECH OR EQUAL PITCHED WOOD ROOF TRUSS NEW YORK I MARYLAND SUBFLOOR PER STRUCTURAL PLANS OR APPROVED EQUAL JOINTS -- 18"DEEP PARALLEL CHORD 1300 Walt Whitman Road, New York, 11747 WOOD TRUSSES PER FIBERGLASS INSULATION(R38) p: (631)300-1010 STRUCTURAL DWGS. BETWEEN TRUSSES owner/developer RC-1 RESILIENT CHANNEL 1000 UniversitCAoven erSRuiitte 500 FIBERGLASS INSULATION(R19) Y BETWEEN TRUSSES AT 12"O.C. (1)LAYER 5/8"TYPE'C'G.W.B. 1/2"RC-1 RESILIENT CAULK AT ALL Roches585 324-0500 RC-1 RESILIENT CHANNEL AND FINISHED JOINTS;SEE CHANNEL AT 12"O.C. PERIMETERS WITH AT 12"O.C. SPECIFICATIONS (1)LAYER 5/8"TYPE'X' FLEXIBLE ACOUSTICAL (1)LAYER 5/8"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. +B M1 0 E orrtth Chestnut St eet Rochester, NY 14604 585.288.5590 2 2 1 2 2 OPP.HAND structural engineer A6.02 A5.00 A5.01 ATTIC DRAFTSTOPPING.SEE A5.01 A6.02 FLOOR&ROOF ASSEMBLY TDM Consulting Engineering LEGEND FOR DETAIL r 1 550 North County Road,Suite E SIM. — 1 _ J T.O.ROOF TRUSS RIDGE Saint James, NY 11780 112 +ELEV. 25'-4" 1.6 6.5 4 1 12 1 12 key � 1 TRUE 1 L1 NORTH _ I T.O.SECOND FLOOR TOP PLATE ° + 1 1 I ELEV.+17'-9" + UNIT TYPE: B81 I I a 0Fol am a F FE-111 I C ( o A I I I n II II n 11 II BULK BLLK � 1 1 \ ) BEDROOMS: 2 1 CHEN HALLWAY I j� HALLWAY STORAGE STORAGE HIIALLWAYBEDROOM I 1 GROSS AREA: 1054 S.F. • ®®' u a u lI ISI, NET AREA(HCR): 1000 S.F. 1 I — ` ` ' ` ` 1 I N �o 00 00 Do no Do\ — _ T.O.SECOND FLOOR SUBFLOOR /a" a 1 I project II F0_1 UNIT TYPE:UNIT TYPE: VINEYARD VIEW BEDROOMS: B7 I ! 1 CI - II II II II COAT II �I �j� II II II II II I BEDROOMS: 33 CHEN HALLWAY CLOSET STAIRS HALLWAY KITCHEN KITCHEN HALLWAY STAIRS STAIRS HALLWAY KITCHEN GROSS AREA: 986 S.F. ®® GROSS AREA: 1312 S.F. NET AREA(HCR): 926 S.F. 1 - -- �� uJ Lu% + - 1 NET AREA(HCR): 1253 S.F. D �� O � _ =I I I 1 FIRSTd 48 GrCounty eenport,ree po NY 11944 .., �. - - - -- - - - - - - ---- - -- — FLOOR SLAB 1IT, seal RED AR B.O.FOOTING RE C'S/ ELEV.-3'-6" P(Ocp TF UNIT TYPE: C4 UNIT TYPE: C4 BEDROOMS: 3 BEDROOMS: 3 GROSS AREA: 1332 S.F. GROSS AREA: 1332 S.F. NET AREA(HCR): 1235 S.F. NET AREA(HCR): 1235 S.F. 021422 r1--N) BUILDING D - BUILDING SECTION �T of NES ° A5.00 SCALE: 3/16"= 1'-0" L+_, F issued date description 1 03/15/19 Issued for Construction 2 1 1 A6.00 A5.00 A6.00 - - - - - - - - - - - - - -� r � r � 1 T.O.ROOF TRUSS RIDGE — I ELEV.+25'-4" yy LJYY)KYYY#yy yyyFAR N _ T.O.SECOND FLOOR TOP PLATE F —I ELEV.+17'-9" F I I I LIVING II. II i I ROOM KITCHEN BATHROOM BEDROOM j 1 I °° N title = T.O.SECOND FLOOR SUBFLOOR BUILDING D ELEV.+9'_7 BUILDING 1 I !i I 1 _ SECTIONS ��I 1 LIVING ROOM KITCHEN BATHROOM BEDROOM drawn by: --- 1 T.O.FIRST FLOOR SLAB - checked by: --- V.0'-0 1 scale: 3/16"= 1'-0" vi < co B.O.FOOTING VV project number: 10002 JLELEV.-3-6 J scaled inc Q ��- - - - - - - - - -I - - - �I O sheet number U O PLANS, ELEVATIONS & SECTIONS z DRAWN FOR BUILDING 6D. BUILDING D 2 BUILDING D - BUILDING SECTION BUILDING 7D IS OPPOSITE HAND OF A5.00 SCALE: 3/16" = V-0" BUILDING 6D. m 9 H A5 * 00 C� FLOOR & ROOF ASSEMBLY LEGEND o FLOOR/CEILING ASSEMBLY: ROOFICEILING 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 30 YEAR ARCHITECTURAL SYSTEM NO.8 STC RATING: 50(45 FIELD TESTED) ASPHALT ROOF SHINGLES ; ' ' 11CRATING: 50(45 FIELD TESTED) OVER 15LB BUILDING FELT SPECIFIED FLOORING,SEE WITH ICE&WATER SHIELD SPRAY FOAM BOARD IN FINISH PLANS AT ALL EAVES&VALLEYS PLACE ONE SIDE; 3a"DRAFTSTOPPING; 314"THICK'LEVELROCK' OVER 3/"EXTERIOR GRADE PROVIDE 1"WIDE BEAD STAGGER JOINTS FLOOR UNDERLAYMENT PLYWOOD SHEATHING. OF INSULATION BY'DOW 3q"PARTICLEBOARD B E A T T Y HARVEY COC O BUILDING SOULUTIONS' AT DRAFTSTOPPING ARCHITECTS , L L P 314"ADVANTECH OR EQUAL PITCHED WOOD ROOF TRUSS OR APPROVED EQUAL JOINTS NEW YORK I MARYLAND SUBFLOORPER STRUCTURAL PLANS Walt Whitman Road, New or 11747 Ate(- 18"DEEP PARALLEL CHORD ! p: (631)300-1010 WOOD TRUSSES PER FIBERGLASS INSULATION(R38) owner/developer STRUCTURAL DWGS. BETWEEN TRUSSES RC-1 RESILIEIJT CHANNEL Conifer Realty FIBERGLASS INSULATION(R19) AT 12"O.C. 1000 University Avenue Suite 500 BETWEEN TRUSSES _/ (1)LAYER 518"TYPE'C'G.W.B. 1/2"RC-1 RESILIENT CAULK AT ALL Roches585 324-0500 ter, NY 14607 RC-1 RESILIENT CHANNEL CHANNEL AT 12"O.C. PERIMETERS WITH AT 12"O.C. AND FINISHED JOINTS;SEE (1)LAYER 518"TYPE'X' SPECIFICATIONS FLEXIBLE ACOUSTICAL (1)LAYER 5/8"TYPE'C'G.W.B. G.W.B. CAULKING(TYP.) civil engineer AND FINISHED JOINTS;SEELKMA SPECIFICATIONS REFER TO PLANS AND 437 &405 WALL TYPE LEGEND South Country Road Brookhaven, NY 1 1719 631.286.8668 m.e.p. &f.p. M/E Engineering, P.E. B I _ I B 150 North Chestnut Street Rochester, NY 14604 585.288.5590 2 1 1 A6.01A5.00 A6.01 structural engineer — — — — — — — — — Consulting Engineering 550 North County Road,Suite E I T.O.ROOF TRUSS RIDGESaint James, NY 11780 1-6 631.686.5234 \ ELEV.+25'-4" -TF-L,-- f3%_ 1 - 12 t3a4 TO RIDGE - I TO RIDGE LEVATIONi LEVATIO I ii I ti key TRUE i I NORTH C _I T.O.SECOND FLOOR TOP PLATE ° +C I I 1 ELEV.+17'-9" MECHANICAL BULK � I I CLOSET STORAGE. BEDROOM I I 7 L L1 �f�J IL °° �r C4DIo DO 00 00 . T.O.SECOND FLOOR SUBFLOOR �— — Q ELEV.+9'-7 -77-7--777777 1 I project ®7 _a_ 1 1 ENTRY I COAT MECHANICAL BULK i I ti VINEYARD VIEW 1 STAIRS I CLOSET CLOSET STORAGE BEDROOM 01=4u *�-A u, &�=4L-A �UJ� I�JJ I�JI 1 I + 1 IG NY 11944 T 0 FIRST FLOOR SLAB County Road4 ELEV.0'-0° - Greenport, ---_ !<, Y i _ p 1 — — .:f .cv '��. <Y�':" >. :�I' — seal rJ__ITJ__L� r�-- _ -- :: : B.O.FOOTING 'C i ----i-----J L__ 5 RELM y/ ELEV.-3'-6" JP�C 0'p Tin _ _ _ _ _ _ _ _ _ _ *n s 021422 0 2 BUILDING D - BUILDING SECTION FOF NE�� A5.01 SCALE: 3/16"= 1'-0" F, E issued date description 1 03/15/19 Issued for Construction 1 1 A5.00 A6.02 r � T.O.ROOF TRUSS RIDGE ELEV.+25'4, t3% -t3 4 TO RIDGE r r TO RIDGE LEVAT LEVAT,IOf�1 1 - - _ T.O.SECOND FLOOR TOP PLATE �- I I ELEV.+17'-9" -LF s 0 BULK MECHANICAL BEDROOM STORAGE CLOSET BATHROOM IBEDROOM u u I 1 °° \ title ® I I 1 N 79 P\kl/�dJJI �� I/ _ 1 T.O.SECOND FLOOR SUBFLOOR BUILDING D T-TTELEV.+9'77/° BUILDING i 0 I TELCO& � I SECTIONS �, v€ ' I I� � i WATER 1 LIVING I SERVICE I ti ROOM m„�;;® KITCHEN BATHROOM I ROOM I a' 0 drawn by: --- i T.O.FIRST FLOOR SLAB checked by: ELEV.0'-0” CL i r, scale: 3/16"= 1'-0" B.O.FOOTING L---i----J L-- ." J J �"""' �-- --- I F project number: 10002 ` ;w';=z� � ELEV.-3'-6.. U L= scaled inch Q ` - - - - - - - -� o sheet number U O PLANS, ELEVATIONS &SECTIONSDRAWN R BUILDING 6D. BUILDING D ° 2 BUILDING D - BUILDING SECTION BUILDING 07D IS OPPOSITE HAND OF A5.01 SCALE: 3/16"= 1'-0" BUILDING 6D. m o + + H A5e01 o T.O.ROOF TRUSS RDGE + 3 4 T T T.O.ROOF TRUSS RIDGE v ELEV.+25'-4 I I I I I I 11 I I I I 1 I 1 1 ELEV.+264" I II II II II II II II II II II II II II II I CD I II II II II I II II II II II I II II II II II II II II II II I1 II II II I ® fir '.. F 1171 IL 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 II I I 4"x 7Y"PVC RAKE BOARD 4"x 7%"PVC RAKE BOARD VINYL SOFFIT PANEL i i VINYL SOFFIT PANEL ` ROOF CONSTRUCTION i i 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 ICE&WATER SHIELD AT ALL EAVES& i i ICE&WATER SHIELD AT ALL EAVES& B E A T T Y HARVEY COC O , VALLEYS OVER Y4"EXTERIOR GRADE i i VALLEYS OVER Y4"EXTERIOR GRADE A R C H I T E C T SL L P PLYWOOD SHEATHING. I PLYWOOD SHEATHING. NEW YORK I MARYLAND A I - ENGINEERED WOOD ROOF TRUSS ii ENGINEERED WOOD ROOF TRUSS 1300 Walt Whitman Road, New York, 11747 I A p: (631)300-1010 CONTINUOUS R-38 BATT INSULATION, i I CONTINUOUS R-38 BATT INSULATION, '� owner/developer TYPICAL FOR ALL ATTIC SPACES. < i TYPICAL FOR ALL ATTIC SPACES. r Conifer Realty i 1000 University Avenue Suite 500 2x4 CROSSBAR&POST. 1 2x4 CROSSBAR&POST. Rochester, NY 14607 AIR SEAL ALL PERIMETERS WITH FLEXIBLE i I 585.324-0500 1 AIR SEAL ALL PERIMETERS WITH FLEXIBLE ACOUSTICAL SEALANT,TYPICAL,WITH ACOUSTICAL SEALANT,TYPICAL,WITH JOINT TAPE. I i JOINT TAPE. civil engineer 1 I CONTINUOUS DOUBLE 2x6 TOP PLATE. i i CONTINUOUS DOUBLE 2x6 TOP PLATE. LKMA 1 1 437 &405 HEADER WITH RIGID INSULATION PER i South Country Road SCHEDULE i HEADER WITH RIGID INSULATION PER i 1 SCHEDULE Brookhaven, NY 11719 1 631.286.8668 CONTINUOUS ALUMINUM CONCEALED COUNTER FLASHING,TYPICAL. i CONTINUOUS ALUMINUM CONCEALED m.e.p. & f.p. FLASHING,TYPICAL. 514 x 3y"HARDIE TRIM BOARD i I 1 M/E Engineering, P.E. B I _j_B 150 North Chestnut Street h T.O.SECOND FLOOR TOP PLATE _ T.O.SECOND FLOOR TOP PLATE I Rochester, NY 14604 — -- ----- ------------------------------------------------------------ - ELEV.+17'-9" _ -------------------------- ---------- ELEV.+1T-9" .032"20GA.ALUMINUM CONTINUOUS BREAK METAL DRIP EDGE WITH KYNAR 500 structural engineer FINISH,MINIMUM 4"UP SIDING. 5/4 x 3%"HARDIE TRIM BOARD TDM Consulting Engineering 550 North County Road,Suite E VINYL SLIDING DOOR WITH INSULATED .032"20GA.ALUMINUM CONTINUOUS Saint James, NY 11780 LOW-E GLASS.REFER TO ELEVATIONS. — BREAK METAL DRIP EDGE WITH KYNAR 500 631.686.5234 FINISH,MINIMUM 4"UP SIDING. VINYL WINDOW WITH INSULATED LOW-E GLASS.REFER TO ELEVATIONS. key N PLAN 2ND FLR EXTERIOR WALL CONSTRUCTION IIHIIL 5 HARDIE-4"x 2y"TRIM BATTENS OVER%s' A6.03 PANELS(COORDINATE PANEL JOINTS WITH �C _ _ _ _ _ _ _ _ _ _ _ _ " TRIM BATTENS)OVER CONTINUOUS AIR& " WATER RESISTIVE BARRIER OVER" \ _ LIVING o ao r c 1 ROOM BEDROOM z EXTERIOR GRADE PLYWOOD SHEATHING O ■ 34"PLYWOOD SUBFLOOR I FASTENED TO 2x6 WOOD STUDS WITH R-21 BATT INSULATION OVER CONTINUOUS CONTINUOUS ALUMINUM CONCEALED I o 1 VAPOR BARRIER AND%"GYPSUM Do FLASHING,TYPICAL. 1 WALLBOARD ON INTERIOR SIDE. N I I N N 2x8 LEDGER BOARD FASTENED TO RIM--A I CONTINUOUS 2x6 BOTTOM PLATE JOIST. I 1 18"RIM JOIST 1 1 TRUE 4"PLYWOOD SUBFLOOR a 1 I 18"ENGINEERED WOOD FLOOR TRUSS project 18"ENGINEERED WOOD FLOOR TRUSS I I VINEYARD VIEW POWDER COATED ALUMINUM RAILING I 1 CONTINUOUS ALUMINUM CONCEALED SYSTEM PER SPECIFICATION. 1 1 FLASHING,TYPICAL. 1 FLOOR ASSEMBLY: FLOOR ASSEMBLY: � 18"RIM JOIST 1x6 TREX BOARD DECKING OVER 2x101 1 (I HR)RATED UL DES.L521: (1HR)RATED UL DES.L521: DECK JOISTS. SEE FLOOR ASSEMBLY DETAIL SEE FLOOR ASSEMBLY DETAIL %6"HARDIE PANEL OVER 5/4 x 3Y"HARDIE County Road 48 SHOWN ON SHEET A5.00 SHOWN ON SHEET A5.00 TRIM BOARD Greenport, NY 11944 T.O.SECOND FLOOR SUBFLOOR I 1 T.O.SECOND FLOOR SUBFLOOR seal I,P { ELEV.+9'-7%" ELEV.+9'-7%" 1 - .l ,D OC �� 1 , 34"x 7%"PVC FACIA BOARD 1 AIR SEAL ALL PERIMETERS WITH FLEXIBLE 2 x 8 BAND JOIST ACOUSTICAL SEALANT,TYPICAL,WITH 1 ---- ---- - - --- --- - -- - - - - - - - - ---- - ---- - - - -- JOINT TAPE. ~ v PRESSURE TREATED STRUCTURAL BEAM. &QMTQMWz /' REFER TO STRUCTURAL DWGS.CLAD 1 1 1ST FLR EXTERIOR WALL CONSTRUCTION \\�� BEAM WITH 1x PVC TRIM BOARD � 1 AIR SEAL ALL PERIMETERS WITH FLEXIBLE I HARDIEPLANK LAP SIDING OVER 6"x 6"CLASSIC VERSAWRAP COLUMN ACOUSTICAL SEALANT,TYPICAL WITH CONTINUOUS AIR&WATER RESISTIVE JOINT TAPE. I BARRIER OVERY"EXTERIOR GRADE c � • ' COVER I 1 PLYWOOD SHEATHING FASTENED TO 2x6 WOOD STUDS WITH R-21 BATT INSULATION 1 I OVER CONTINUOUS VAPOR BARRIER AND issued date description � I Y8" GYPSUM WALLBOARD ON INTERIOR -�` 1 03/15/19 Issued for Construction 0 2 07/01/19 Project Bulletin No.4 � CONTINUOUS DOUBLE 2x6 TOP PLATE ' CONTINUOUS DOUBLE 2x6 TOP PLATE. 4 1 CONTINUOUS ALUMINUM CONCEALED I CONTINUOUS ALUMINUM CONCEALED FLASHING,TYPICAL. FLASHING,TYPICAL. 1 514 x 3%"HARDIE TRIM BOARD I 5/4 x 3%"HARDIE TRIM BOARD 1 u .032"20GA.ALUMINUM CONTINUOUS 1 .032"20GA.ALUMINUM CONTINUOUS 6' 1 I BREAK METAL DRIP EDGE WITH KYNAR 500 o I LIVING BREAK METAL DRIP EDGE WITH KYNAR 500 1 FINISH,MINIMUM 4"UP SIDING. EO 0 1 ROOM BEDROOM o FINISH,MINIMUM 4"UP SIDING. 1 HEADER WITH RIGID INSULATION PER co Eo HEADER WITH RIGID INSULATION PER 1 SCHEDULE I SCHEDULE VINYL WINDOW WITH INSULATED LOW-E VINYL WINDOW WITH INSULATED LOW-E F I GLASS,REFER TO ELEVATIONS. -C- I I GLASS.REFER TO ELEVATIONS. ,F 4"DIAMETER ANCHOR BOLT. + I I Y4"DIAMETER ANCHOR BOLT. I CONTINUOUS 2x6 PRESERVATIVE-TREATED 1 CONTINUOUS 2x6 PRESERVATIVE-TREATED I WOOD SILL PLATE WITH SILL SEAL FOAM 1 WOOD SILL PLATE WITH SILL SEAL FOAM I GASKET&SEALANT BETWEEN SILL PLATE GASKET&SEALANT BETWEEN SILL PLATE 1 4 Q AND SLAB AT INTERIOR EDGE title 1 AND SLAB AT INTERIOR EDGE 1 4"POURED CONCRETE SLAB ON GRADE I CONT,2"(R 10)RIGID INSULATION CONT.2"(R-10)RIGID INSULATION 4"POURED CONCRETE SLAB ON GRADE 1 REINFORCED WITH W.W.MESH WITH I NAILED TO INSIDE OF FORMWORK TO NAILED TO INSIDE OF FORMWORK TO REINFORCED WITH W.W.MESH WITH o REMAIN IN PLACE. PROVIDE 2"MIN.LAP HAUNCHED PERIMETER OVER 6 LAYER OF WALL HAUNCHED PERIMETER OVER 6"LAYER OF I REMAIN IN PLACE. PROVIDE 2'MIN.LAP TO FOUNDATION INSULATION. RCA AGGREGATE SIZE 1"TO 1%". 1 ° RCA AGGREGATE SIZE 1"TO 1;/2". I C TO FOUNDATION INSULATION. OIL T.O.FIRST FLOOR SLAB I T.O.FIRST FLOOR SLAB SECTIONS ELEV.U-0" I n n. •T. ,�— ��T.�, . I--..— • =d a—m .� . ° x : , _�a—.°�•.�. —, .—, ..—.. '• a. :o ELEV.0' � I I °I I .i iN ° Uo •"�_ Hi Ti IT 6 MIL.CLASS"A"VAPOR BARRIER UNDER \u G ° 'I IIs SLAB,TYPICAL. p� _ - o POURED CONCRETE COLUMN PIER AND 1 ly' ' rid, o /�/ ` `/ \�- \%\ \ , ii 6 MIL.CLASS"A"VAPOR BARRIER UNDER G II VI I /\\//\\//\\//\\// \\/\\/\\/\\/\\/ 'll drawn by: --- FOOTING,BEYOND. 1 II• ;n „ '` / SLAB,TYPICAL. 44!--_.#_: 2 RIGID INSULATION(R-10)AT BUILDING ;Il' • // // // // // // // / \/\/\/\/\/\ \/\ � 1ME d /\\/\\/"`!�j\\/\\/\\/� checked by: --- `D 1 \ i i i FOUNDATION WALL FACE TO 24"BELOW l \//\//\/ \//\//\//\\/ \\/\\\\\j\\j\\j\\j\\j 2"RIGID INSULATION(R-10)AT BUILDING _ "' 1 �� °11 ADJACENT GRADE d ; //\\//\\// //\\//\\//\ //\//\//\//\//\//\ ii. PERIMETER,UNDER SLAB&ALONG , scale: 3/4"= 1'-0" \/\/\/�\/\/\� �j\\/\\/\\/\\/\\/ o n. FOUNDATION WALL FACE TO 24"BELOW CED POURED CONCRETE STEM ° ° • \ \ / / � • project number: 10002 WALT°A D SPREAD FOOTING.REFER TO REINFORCED POURED CONCRETE STEM scaled inch v I °. d• i. STRUC URAL DRAWINGS. ° ° • /\\%/`%/ \\\/j\/�\ i; \ \ \ °° WALL AND SPREAD FOOTING.REFER TO STRUCTURAL DRAWINGS. o I - - . 1P 1�--= r°�� •. \//\�/` /'i�//i\/ o. I�\`-=_: sheet number ---- --- o -- �--- - ==n=T=-� I ---- U B.O.FOOTING a _ B.O.FOOTING BUILDING D ELEV.-3'-6" / / /'/ / % / /'// //\�/ \ �\ \ \'\ \ \° \ \'\ \' /\j�j\\j\\j\\j\\j\\j\\j\\\ \\ \\�\ ;//�//�//�//�//\//\//\///\//\f \//�� /\\\/\\\/\\\//\\\/\\\/\\\/\\\/\\\/\\\/\\\\/ ELEV. 3'6„ /\\//\\//\//\//\//\/r�e�iRD NATURAL SOILS OR /\ \\/\\/\\/\\/\\/\\/\\/\\ \/ 2 WALL S E CT I 0 N 1 WALL S E CTS 0 N '\//\//\//\//\//\//\//\//\//\//�/' UNDISTURBED NATURAL SOILS OR \ ED FILL. \\/.\//.\//�/i /i\// /�\/�\ \ \\ \ \ \ ��\�//i�//i�/ /\> -E';C;";EERED FILL. B A6.00 SCALE: 3/4" = V-0" A6.00 SCALE: 3/4" = 1'-0" C3 ROOF TRUSS R DGE + - - - �- - 3 - 4 S L 6 7 8 9 T.O.ROOF TRUSS RIDGE ELEV.+25'-4" - _ - -- _ ELEV.e,5 "--.. M Ll O .tv.�. ROOF CONSTRUCTION . -. 30 YEAR ARCHITECTURAL ASPHALT ROOF - - SHINGLES OVER 15LB BUILDING FELT WITH ICE&WATER SHIELD AT ALL EAVES& -- - -- VALLEYS OVER 4"EXTERIOR GRADE . ' " PLYWOOD SHEATHING. ROOF CONSTRUCTION ENGINEERED WOOD ROOF TRUSS 30 YEAR ARCHITECTURAL ASPHALT ROOF B E A T T Y HARVEY COC O SHINGLES OVER 15LB BUILDING FELT WITH -- - WIND BAFFLE IN EACH BAY EXTENDING A R C H I T E C T S , L L P ICE&WATER SHIELD AT ALL EAVES& FULL HEIGHT OF INSULATION NEW YORK I MARYLAND VALLEYS OVER 4"EXTERIOR GRADE _ A PLYWOOD SHEATHING. CONTINUOUS R-38 BATT INSULATION, 1300 Walt Whitman Road, New York, 11747 - - TYPICAL FOR ALL ATTIC SPACES. +A p: (631)300-1010 ENGINEERED WOOD ROOF TRUSS owner/developer WIND BAFFLE IN EACH BAY EXTENDING 1 AIR SEAL ALL PERIMETERS WITH FLEXIBLE ACOUSTICAL SEALANT,TYPICAL,WITH Conifer Realty FULL HEIGHT OF INSULATION JOINT TAPE. 1000 University Avenue Suite 500 CONTINUOUS R-38 BATT INSULATION,- TYPICAL FOR ALL ATTIC SPACES. � � � � � � \\ Rochester, NY 14607 CONTINUOUS DOUBLE 2x6 TOP PLATE. 585.324-0500 CONTINUOUS DOUBLE 2x6 TOP PLATE. - VENTED VINYL SOFFIT PANEL civil engineer VENTED VINYL SOFFIT PANEL iXXZ CONTINUOUS ALUMINUM GUTTER& LKMA GUTTER CLEAT 437&405 CONTINUOUS ALUMINUM GUTTER& \ South Country Road GUTTER CLEAT. / � � �\ \ \ \ HEADER WITH RIGID INSULATION PER Brookhaven, NY 11719 SCHEDULE 631.286.8668 .032"20GA.ALUMINUM CONTINUOUS - �- _- CONTINUOUS ALUMINUM CONCEALED --- p. BREAK METAL DRIP EDGE WITH KYNAR 500 i i FLASHING,TYPICAL. m.e.p. & f. FINISH,MINIMUM 4"UP SIDING. i i g M/E Engineering, giNortC erinlugt StP.E.et _ _ __ _ T.O.SECOND FLOOR TOP PLATE - - _ _ _ T.O.SECOND FLOOR TOP PLATE Rochester, NY 14604 ELEV.+17'-9" -- - -------------------------------------------------------------------- - - 585.288.5590 ELEV.+17'-9" structural engineer 514 x 3Y"HARDIE TRIM BOARD 5/4 x 32"HARDIE TRIM BOARD TDM Consulting Engineering 550 North County Road,Suite E .032"20GA.ALUMINUM CONTINUOUS Saint James, NY 11780 VINYL WINDOW WITH INSULATED LOW-E , BREAK METAL DRIP EDGE WITH KYNAR 500 631.686.5234 GLASS.REFER TO ELEVATIONS. FINISH,MINIMUM 4"UP SIDING. _ VINYL WINDOW WITH INSULATED LOW-E 2ND FLR EXTERIOR WALL CONSTRUCTION GLASS.REFER TO ELEVATIONS. HARDIE-a/"x 2%"TRIM BATTENS OVER%a" �' key PANELS(COORDINATE PANEL JOINTS WITH TRIM BATTENS)OVER CONTINUOUS AIR& N WATER RESISTIVE FARRIER OVER z' PLAN EXTERIOR GRADE P-YWOOD SHEATHING 2ND FLR EXTERIOR WALL CONSTRUCTION FASTENED TO 2x6 WOOD STUDS WITH R-21 ' HARDIE-3/"x 2 z"TRIM BATTENS OVER%a" C�- BATT INSULATION OVER CONTINUOUS ' PANELS(COORDINATE PANEL JOINTS WITH �C _ VAPOR BARRIER AND 8"GYPSUM TRIM BATTENS)OVER CONTINUOUS AIR& WALLBOARD ON INTERIOR SIDE. ,�� o WATER RESISTIVE BARRIER OVER Y2" co - BEDROOM EXTERIOR GRADE PLYWOOD SHEATHING CONTINUOUS ALUMINUM FLASHING, �/ q FASTENED TO 2x6 WOOD STUDS WITH R-21 TYPICAL. ,' `D BATT INSULATION OVER CONTINUOUS O � VAPOR BARRIER AND%"GYPSUM O q 2x8 LEDGER BOARD FASTENED TO WALL o - N STUDS. �. WALLBOARD ON INTERIOR SIDE. N CONTINUOUS 2x6 BOTTOM PLATE ROOF CONSTRUCTION TRUE o 30 YEAR ARCHITECTURAL ASPHALT ROOF - 4"PLYWOOD SUBFLOOR SHINGLES OVER 15LB BUILDING FELT WITH project ICE&WATER SHIELD AT ALL EAVES& 18"ENGINEERED WOOD FLOOR TRUSS VALLEYS OVER 4"EXTERIOR GRADE PLYWOOD SHEATHING. VINEYARD VIE W CONTINUOUS ALUMINUM CONCEALED POWDER COATED ALUMINUM RAILING 1 FLASHING,TYPICAL. FLOOR ASSEMBLY: FLOOR ASSEMBLY: D, SYSTEM PER SPECIFICATION. 3 (1HR)RATED UL DES.L521: (1 HR)RATED UL DES.L521: 18"RIM JOIST =r ENGINEERED ROOF TRUSS SEE FLOOR ASSEMBLY DETAIL SEE FLOOR ASSEMBLY DETAIL %a"HARDIE PANEL OVER 5/4 x 3%"HARDIE +I U County Road 48 SHOWN ON SHEET A5.00 SHOWN ON SHEET A5.00 TRIM BOARD Greenport, NY 11944 Ob T.O.SECOND FLOOR SUBFLOOR T.O.SECOND FLOOR SUBFLOOR fl, - — ELEV.+9 E ?' \ ELEV.+9'-7/" seal II III I .III ✓`� ,o oco , AIR SEAL ALL PERIMETERS WITH FLEXIBLE ACOUSTICAL SEALANT,TYPICAL,WITHf�m� U ,_ �•. , n1., CONTINUOUS ALUMINUM GUTTER& r 00 JOINT TAPE. I t w J-- GUTTER CLEAT -------------------------------- ----- -- --- -- ------------------ 1ST FLR EXTERIOR WALL CONSTRUCTION �`� �� „ , HARDIEPLANK LAP SIDING OVER �S Y4"x 7Y"PVC FACIA BOARD -- CONTINUOUS AIR&WATER RESISTIVE ,,, BARRIER OVER%"EXTERIOR GRADE --_-- TRIPLE 2"SOLID VINYL SOFFIT PANEL PLYWOOD SHEATHING FASTENED TO 2x6 _ WOOD STUDS WITH R-21 BATT INSULATION PRESSURE TREATED STRUCTURAL BEAM. I� description issued date descri REFER TO STRUCTURAL DWGS.CLAD OVER CONTINUOUS VAPOR BARRIER AND BEAM WITH 1x PVC 1RIM BOARD 8"GYPSUM WALLBOARD ON INTERIOR SIDE. 1 03/15/19 Issued for Construction 1ST FLR EXTERIOR WALL CONSTRUCTION CONTINUOUS DOUBLE 2x6 TOP PLATE. 0 2 07/01/19 Project Bulletin No. 4 HARDIEPLANK LAP SIDING OVER CONTINUOUS AIR&'NATER RESISTIVE CONTINUOUS ALUMINUM CONCEALED BARRIER OVER/"EXTERIOR GRADE FLASHING,TYPICAL. PLYWOOD SHEATHING FASTENED TO 2x6 WOOD STUDS WITH R-21 BATT INSULATION 5/4 x 3%"HARDIE TRIM BOARD Q, OVER CONTINUOUS VAPOR BARRIER AND 8"GYPSUM WALLBOARD ON INTERIOR .032"20GA.ALUMINUM CONTINUOUS a' SIDE. ENTRY BREAK METAL DRIP EDGE WITH KYNAR 500 o STAIRS BEDROOM o FINISH,MINIMUM 4"UP SIDING. .032"20GA.ALUMINUM CONTINUOUS oo 60 BREAK METAL DRIP EDGE WITH KYNAR 500 q HEADER WITH RIGID INSULATION PER FINISH,MINIMUM 4"UP SIDING. ;0 `D SCHEDULE 5/4 x 3%"HARDIE TRIM BOARD VINYL WINDOW WITH INSULATED LOW-E GLASS.REFER TO ELEVATIONS. ,F HEADER WITH RIGID INSULATION PER SCHEDULE a/4"DIAMETER ANCHOR BOLT. INSULATED ENTRY DOOR. 4 CONTINUOUS 2x6 PRESERVATIVE-TREATED WOOD SILL PLATE WITH SILL SEAL FOAM 6"x 6"CLASSIC VERSAWRAP COLUMN Q GASKET&SEALANT BETWEEN SILL PLATE title COVER CONT.2"(R-10)RIGID INSULATION AND SLAB AT INTERIOR EDGE NAILED TO INSIDE OF FORMWORK TO 4"POURED CONCRETE SLAB ON GRADE REMAIN IN PLACE. PROVIDE 2"MIN.LAP CONT.2"(R-10)RIGID INSULATION 4"POURED CONCRETE SLAB ON GRADE REINFORCED WITH W.W.MESH WITH TO FOUNDATION INSULATION. NAILED TO INSIDE OF FORMWORK TO REINFORCED WITH W.W.MESH WITH HAUNCHED PERIMETER OVER 6"LAYER OFWALL REMAIN IN PLACE. PROVIDE 2"MIN.LAP HAUNCHED PERIMETER OVER 6"LAYER OF RCA AGGREGATE SIZE 1"TO 1% TO FOUNDATION INSULATION. RCA AGGREGATE SIZE 1"TO 1%". T.O.FIRST FLOOR SLAB T.O.FIRST FLOOR SLAB SECTIONS h ELEV.0'-0" • °. - - —°• • - -- T. X ,�, ° ELEV.0'-0" ✓wa o ° o•• o ow Hi I i I i I. ✓ o o v o 0 0 0 0 0 0 0 0 o v ` o �_Jl`L(�� I�� _ --I POURED CONCRETE SLAB ON GRADE, ° • i rl°• l�/ �% \ \\ \� \\ \� \ \� \\ \ \ \� \ \\ \ \\ \\ \�'\�� \\ \\'\�'\\ \\ \\/ \/\�� \�- \/� n 6 MIL.CLASS"A"VAPOR BARRIER UNDER C COLUMN PIER AND FOOTING,BEYOND. �, // // // // / \/\/\/\/\/\/\/\/\/\/\/\/\/ /\/\/\/\/\/\/\/\/\/\/\%\/\/\/\/\/\\ \\ \\ \\ \\" °II drawn by: --- COLUMN \\ \\ \\ \\ / // // // // // // // // // // // // // / / / / / / / / / / / / / / / / / r / / / / / , / SLAB,TYPICAL. /\/ /\/\/\/\/\/ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\'�\//\//\//\//\//\ \/\ --------------� \\ ��/%\�%//\\��\/�\/ %/\//j//j//j//j//j//j//j//j///\//j///\//j//j//j//j//j✓�\//\\//\\//\\//\\//\\//\\/ �i i ' --------i__------ -- \ \ checked by: --- �o 2"RIGID INSULATION R 10 AT BUILDING n \/\\/\\/\\/\\/\\/\ ////\//\//\//\//\//\�j / ( ) zo i i \ \ \ \ \//\ `�\\�\��\\�\\�� \ \\ \\/\\/\\/\\/\\�\//\//\//\//\//\ ii PERIMETER,UNDER SLAB&ALONG , scale: 3/4"= 1'-0" • \\\\\\\\\\\\\\\' \ /\�\/\ \ /j\\//\\//\\//\\//\\/ n> FOUNDATION WALL FACE TO 24"BELOW U r--------------a-T------L--------------, r---1------------ / i' ----------- I --- ADJACENT GRADE \\ i project number: 10002 ' •ii //\\//\\/� \�\/\\/\\/ REINFORCED POURED CONCRETE STEM scaled inch o i ° 4P • •° \ \//\ \/\\\\\\ '' WALL AND SPREAD FOOTING.REFER TO /�\/� �i�//i/ �`��-_; � i I I I n__° •• . . - I STRUCTURAL DRAWINGS. sheet number �• °r a' _ ! B.O.FOOTING o U h B.O.FOOTING L---------------- -------------------- L------------ •° ° ° _m ELEV.-3'-6" - - - - / \\\\//\\ j/ ELEV. 3-6' B U I L DIN C1; D 2 WALL SECTION rl-"� WALL SECTIONUDSTUBEDNATURAL SOILS OR A6.01 SCALE: 3/4" = 1 -0" SCALE: 3/4" = 1'-0" NIR D FILL. 4+- A6601 4 1 2 3 4 5T.O. OF TRUSS II 6 7 TID— 6' T.O.ROOF TRUSS RIDGE + -- ELEV.+25'-4" — — 1, / ELEV.+25'-4" ROOF CONSTRUCTION 1 v ROOF CONSTRUCTION // I 30 YEAR ARCHITECTURAL ASPHALT ROOF 30 YEAR ARCHITECTURAL ASPHALT ROOF / I SHINGLES OVER 15LB BUILDING FELT WITH SHINGLES OVER 15L6 BUILDING FELT WITH / ICE&WATER SHIELD AT ALL EAVES& ICE&WATER SHIELD AT ALL EAVES& / VALLEYS OVER 3/"EXTERIOR GRADE VALLEYS OVER%"EXTERIOR GRADE / PLYWOOD SHEATHING. PLYWOOD SHEATHING. ENGINEERED WOOD ROOF TRUSS / 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 CONTINUOUS R-38 BATT INSULATION, / FULL HEIGHT OF INSULATION NEW YORK i MARYLAND TYPICAL FOR ALL ATTIC SPACES. / CONTINUOUS R-38BATT INSULATION, 1300 Walt Whitman Road, New or 11747 A I - WIND BAFFLE IN EACH BAY EXTENDING �� TYPICAL FOR ALL ATTIC SPACES. A p: (631)300-1010 FULL HEIGHT OF INSULATION �� owner/developer VENTED VINYL SOFFIT PANEL F_ AIR SEAL ALL PERIMETERS WITH FLEXIBLE � � � \> � Conifer Realty ACOUSTICAL SEALANT,TYPICAL,WITH // �\ �� CONTINUOUS ALUMINUM GUTTER& 1000 University Avenue Suite 500 JOINT TAPE. / / \ \ GUTTER CLEAT Rochester, 585 324 0500 CONTINUOUS DOUELE 2x6 TOP PLATE. / \ \ AIR SEAL ALL PERIMETERS WITH FLEXIBLE\ \ \ HEADER WITH RIGID INSULATION PER ACOUSTICAL SEALANT,TYPICAL,WITH / ---- \\ \ \ JOINT TAPE. civil engineer � � SCHEDULE LKMA / \ / \ \ CONTINUOUS DOUBLE 2x6 TOP PLATE. 437 &405 CONTINUOUS ALUMINUM CONCEALED \ \ \ \ Brookhaven, NY Road 719 COUNTER FLASHING,TYPICAL. / / ----J \ \ \ 631.286.8668 VENTED VINYLSOF:IT PANEL r__ ---- - - m.e.p. &f.p. CONTINUOUS ALUMINUM GUTTER& / M/E Engineering, P.E. GUTTER CLEAT. i I I � g 150 North Chestnut Street B / y y V V V _P Rochester, NY 14604 ot T.O.SECOND FLOOR TOP PATE / - J - - - - -- __ T.O.SECOND FLOOR TOP PLATE 585.288.5590 ELEV.+1T-9" - - --- ELEV.+1 T 9" structural engineer 5/4 x 3Y"HARDIE TRIM BOARD TDM Consulting Engineering .032"20GA.ALUMINUM CONTINUOUS 550 North County Road,Suite E BREAK METAL DRIP EDGE WITH KYNAR 500 �� Saint Jam631.686.5234 FINISH,MINIMUM 4"UP SIDING. / VINYL WINDOW WITH INSULATED LOW-E GLASS.REFER TO ELEVATIONS. / key N{..F—} o ��\----- , PLAN M / 2ND FLR EXTERIOR WALL CONSTRUCTION 2ND FLR EXTERIOR WALL CONSTRUCTION� O \ �� 0 0 ,� / / HARDIE-3/"x 2%"TRIM BATTENS OVER%6" / ' HARDIE-3/"x 2Y"TRIM BATTENS OVER%6" C PANELS(COORDINATE PANEL JOINTS WITH ' ; PANELS(COORDINATE PANEL JOINTS WITH TRIM BATTENS)OVER CONTINUOUS AIR& / TRIM BATTENS)OVER CONTINUOUS AIR& / WATER RESISTIVE BARRIER OVERo �/' o WATER RESISTIVE BARRIER OVER%" \ O ° EXTERIOR GRADE PLYWOOD SHEATHING KITCHEN BEDROOM co EXTERIOR GRADE PLYWOOD SHEATHING BID FASTENED TO 2x6 WOOD STUDS WITH R-21 1000 � ®® FASTENED TO 2x6 WOOD STUDS WITH R-21 - BATT INSULATION OVER CONTINUOUS e ;�/ BATT INSULATION OVER CONTINUOUS VAPOR BARRIER AND%"GYPSUM -- VAPOR BARRIER AND%"GYPSUMDD WALLBOARD ON INTERIOR SIDE. q N ° WALLBOARD ON INTERIOR SIDE. �� N CONTINUOUS 2x6 BOTTOM PLATE N CONTINUOUS 2x6 BOTTOM PATE TRUE o 3/"PLYWOOD SUBFLOOR % o � \ 4"PLYWOOD SUBFLOOR project 18"ENGINEERED WOOD FLOOR TRUSS a� ' 18"ENGINEERED WOOD FLOOR TRUSS M VINEYARD VIEW CONTINUOUS ALUMINUM CONCEALED CONTINUOUS ALUMINUM CONCEALED FLASHING,TYPICAL. -- -' �- \ FLASHING,TYPICAL. - 18"RIM JOIST FLOOR ASSEMBLY: FLOOR ASSEMBLY: 18"RIM JOIST D I (1 HR)RATED UL DES.L521: ` (1 HR)RATED UL DES.L521: %s'HARDIE PANEL OVER 514 x 3�"HARDIE SEE FLOOR ASSEMBLY DETAIL SEE FLOOR ASSEMBLY DETAIL e "HARDIE PANEL OVER 514 x 3 TRIM BOARD SHOWN ON SHEET A5.00 SHOWN ON SHEET A5.00 TRIM BOARD / HARDIE County Road 48 Greenport, NY 11944 T.O.SECOND FLOOR SUBFLOOR ,` OL ELEV.+9'7% seal - — — T.O.SECOND FLOOR SUBFLOOR ELEV.+9'-7%" oc. M \ 1 AIR SEAL ALL PERIMETERS WITH FLEXIBLE AIR SEAL ALL PERIMETERS WITH FLEXIBLE ACOUSTICAL SEALANT,TYPICAL,WITH n. ACOUSTICAL SEALANT,TYPICAL,WITH JOINT TAPE. l JOINT TAPE. i I I ', CS .g• 1ST FLR EXTERIORWALL CONSTRUCTION ---- 1ST FLR EXTERIOR WALL CONSTRUCTION � f � / - HARDIEPLANK LAP SIDING OVER HARDIEPLANK LAP SIDING OVER �, c CONTINUOUS AIR&WATER RESISTIVE CONTINUOUS AIR&WATER RESISTIVE BARRIER OVERY2"EXTERIOR GRADE BARRIER OVERY"EXTERIOR GRADE PLYWOOD SHEATHING FASTENED TO 2x6 PLYWOOD SHEATHING FASTENED TO 2x6 WOOD STUDS WITH R-21 BATT INSULATION — WOOD STUDS WITH VAPR-21 BATT INSULATION issued date description F, OVER CONTINUOUS VAPOR BARRIER AND ,, ' ` _ OVER CONTINUOUS VAPOR BARRIER AND =r SIDE.GYPSUM WALLBOARD ON INTERIOR -- 0 O - SI _ z, _ _ - _`S -� SIDEYPSUM WALLBOARD ON INTERIOR 1 03/15/19 Issued for Construction - ----- 4 2 07101119 Proiet Bulletin No. 4 CONTINUOUS DOUBLE 2x6 TOP PLATE. i `� El /, CONTINUOUS DOUBLE 2x6 TOP PATE. CONTINUOUS ALUMINUM CONCEALED _ N� _ _ _ / - _ , / CONTINUOUS ALUMINUM CONCEALED FLASHING,TYPICAL. Jim - _ _----- _ - -- - - - -' ' FLASHING,TYPICAL. o �\ �, / 5/4 x 3%"HARDIE TRIM BOARD M \�� // 514 x 3%"HARDIE TRIM BOARD 6' .032"20GA.ALUMINUM CONTINUOUS O / ' , .032"20GA.ALUMINUM CONTINUOUS C' BREAK METAL DRIP EDGE WITH KYNAR 500 /� TELCO&WATER BREAK METAL DRIP EDGE WITH KYNAR 500 FINISH,MINIMUM 4"UP SIDING. o KITCHEN ,'� SERVICE ROOM o FINISH,MINIMUM 4"UP SIDING. bo / eo HEADER HEADER WITH RIGID INSULATION PER ®®® e. Ob �/' SCHEDULEITH RIGID INSULATION PER SCHEDULE , VINYL WINDOW WITH INSULATED LOW-E �� INSULATED UTILITY ENTRY DOOR F, GLASS.REFER TO ELEVATIONS. \ - 3/"DIAMETER ANCHOR BOLT. \ CONTINUOUS 2x6 PRESERVATIVE-TREATED ,% ° WOOD SILL PLATE WITH SILL SEAL FOAM ' GASKET&SEALANT BETWEEN SILL PLATE O° / \ Q title AND SLAB AT INTERIOR EDGE 4"POURED CONCRETE SLAB ON GRADE " 4"POURED CONCRETE SLAB ON GRADE CONT.2 (R-10)RIGID INSULATION REINFORCED WITH W.W.MESH WITH �� ® _ �� REINFORCED WITH W.W.MESH WITH WALL NAILED TO INSIDE OF FORMWORK TO HAUNCHED PERIMETER OVER 6"LAYER OF HAUNCHED PERIMETER OVER 6"LAYER OF �� \+ REMAIN IN PLACE. PROVIDE 2"MIN.LAP RCA AGGREGATE SIZE 1"TO 1%". TO FOUNDATION INSULATION. RCA AGGREGATE SIZE 1"TO 1)/2". T.O.FIRST FLOCR SLAB — T.O.FIRST FLOOR SLAB SECTIONS ELEV.0'0" —..--., -------, ._�._._._.°�_.�.----OIL -°--,--_- _.°.-. --.- ---.___- -._._._._.__._.�_._. ax 4 a ELEV.O'0" •ilid o 1 ✓ uC� o (-�� n I l - 6 MIL.CLASS A"VAPOR BARRIER UNDER Pia o \ o �/ /\/ IGID INSULATION \\ \\ \\ \%\\ ii i 6 MIL.CLASS"A"VAPOR BARRIER UNDER - drawn by: --- it ° SAB,TYPICAL. SLAB,TYPICAL. \\// SIDE OF FORMWORK TO 'i�////////\//\//\//\/ i • i checked by: --- �o i ID INSULATION BUILDING IINSULATION BUILDING PROVIDE 2"MI 1MIN.AP PERIMETER,UNDER SB&ALONG PERIMETER,UNDER SAB&ALONG \ �AION INSULATION. ih scale: 3/4"= 1'-0" / Q4 FOUNDATION WALL FACE TO 24"BELOWFOUNDATION WALL FACE TO 24BELOW J ADJACENT GRADE ------ --T ---- -- project number: 10002 _____-�- L_ ADJACENT GRADE REINFORCED POURED CONCRETE STEM 11 \//\//\/� //\//\/ ii • i REINFORCED POURED CONCRETE STEM scaled inch WALL AND SPREAD FOOTING.REFER TO °' /\\//\\/ \i�\�\\j' ' I\\`, •° WALL AND SPREAD FOOTING.REFER TO STRUCTURAL DRAWINGS. :�-�f)1 �• \�\\�\ =,-_: I i sheet number 2 WALL SECTION : 1 WALL SECTION STRUCTURAL DRAWINGS. a =��=n-==.9 - •– o �– B.O.FOOTING BUILDING D U B.O.FOOTING a — ELEV.-3'-6" \\ \\ \\ \\ \\'\\ \\ \\ \\`\\ A6.02 5� = 1 - A6.02 = - //\//\//\//\//\//\//\//\//\// ELEV.-3'6" .� \j\j/\j/\j/\j\j/\j/\\j\ \%/ %\/ UNDISTURBED NATURAL SOILS OR \ \ \ \ \ \ \ \ \ \ '\//\\//\\//\\//\\/\\\/\\\�\\\/\\\/\\\/� UNDISTURBED NATURAL SOILS OR ENGINEERED FILL. ENGINEERED FILL a� m _��_ _�_ _��- 0 5 A6.03 5"SQUARE x%"POST CAP ` 2"x 2"TOP RAIL OL T.O.RAILING Y ELEV.+13'-2Y8" 4"x 4"CORNER POST BEATTY HARVEY COCO 1"x1"PICKET 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 iv iv owner/developer POWDER COATED ALUMINUM RAILING Conifer Realty SYSTEM PER SPECIFICATION. 1000 University Avenue Suite 500 Rochester, NY 14607 1x6 TREX BOARD DECKING OVER 2x8 585.324-0500 4 DECK JOISTS. MAX. civil engineer LKMA 437&405 South Country Road Brookhaven, NY 11719 631.286.8668 POWDER COATED ALUMINUM RAILING 1'9" 10'-11 4" 1'9" m.e.p. &f.p. SYSTEM PER SPECIFICATION. VINYL SLIDING GLASS DOOR � � M/E Engineering, P.E. B 2"x 2"BOTTOM RAIL CONTINUOUS ALUMINUM FLASHING 14'-54" i B 150 North Chestnut Street Rochester, NY 14604 5"SQUARE x 34"POST BASE SELF-ADHERED FLEXIBLE MEMBRANE 585.288.5590 1 Th _ J 1x6 TREX BOARD DECKING OVER 2x8 DECK 2x8 LEDGER BOARD FASTENED TO 2x8 structural engineer JOISTS. N BLOCKING REFER TO STRUCTURAL T.O.DECKING SECTION 5/S2.01 TDM 50 NorthConsulting County Road,Suite E Saint James, NY 11780 N R r3'-� DECK FLOOR PLAN 631.686.5234 ELEV.+9'-8%" 4"x 7%"PVC FACIA BOARD A6.03 SCALE: 112"= 1'-0" 2 x 8 BAND JOIST key PRESSURE TREATED STRUCTURAL BEAM. REFER TO STRUCTURAL SECTION 5/S2.01 5 NTRUE ORTH CLAD BEAM WITH 1x PVC TRIM BOARD A6.03 C VERSAWRAP ACCENT WRAP WITH BASE C CAP ° 6"x 6"CLASSIC VERSAWRAP COLUMN ° ° L-L 1 O COVER ° ° 6 x 6 WOOD POST - -------------------------------------------------------- -��U log VERSAWRAP NOSE COVE MOULDING a d a ° 4 ° U 4 d 4 a 4 a - - 7 777 ° project (V 6 DECK & RAILING DETAIL 4 a ° a a Lo VINEYARD VIEW 6"x 6"CLASSIC VERSAWRAP COLUMN ° ° 4 d d ° A6.03 SCALE: 11/2" = 1'-0" COVER °° a a a ° 4 �- 6 x 6 WOOD POST 4 4 °d a °d d °a 4 County Road 48 5 Greenport, NY 11944 d A6.03 ° ° ° a 4 � �' ° a � seal ° RED AR 6 ORE C'S'/ A6.03 T.O.RAILING 1 T.O.RAILING 1'-9" 10 114" 1'-9" * I . OL ELEV.+13'-2%" � � ELEV.+13'-2Y8" 021422 pQ' 14'-54" S POWDER COATED ALUMINUM RAILING POWDER COATED ALUMINUM RAILING O F V`I SYSTEM PER SPECIFICATION. � � � SYSTEM PER SPECIFICATION. N E M 2x8 LEDGER BOARD FASTENED TO 2x8 M BLOCKING REFER TO STRUCTURAL issued date description L3 SECTION 51S2.01 T.O.DECKING T.O.DECKING 2 GROUND FLOOR PLANOL IL 77 1 03/15/19 Issued for Construction ELEV.+g'-8Y" ELEV.+g'-8�" A6.03 SCALE: 112"= 1'-0" 1x6 TREX BOARD DECKING OVER 2x8 1x6 TREX BOARD DECKING OVER 2x8 DECK JOISTS. I DECK JOISTS. %"x 7Y4"PVC FACIA BOARD 34"x 7%"PVC FACIA BOARD 5 2 x 8 BAND JOIST _ _ PRESSURE TREATED STRUCTURAL BEAM.REFER TO STRUCTURAL A6.03 PRESSURE TREATED STRUCTURALBEASECTION 5/S2.01 CLAD BEAM WITH 1x SECMION 5/S2.01.REFER CLAD BEAM WITH 1x STRUCTURALJ PVC TRIM BOARD \ - - - - - - - - - - - - - - - ° - - - - - - - - - - - - - - - -I I PVC TRIM BOARD VERSAWRAP ACCENT WRAP WITH ° V BASE CAP ° ° °° ° VERSAWRAP ACCENT WRAP WITH ° ' a F BASE CAP I ° VERSAWRAP NOSE COVE MOULDING I I F VERSAWRAP NOSE COVE MOULDING 1 6"x 6"CLASSIC VERSAWRAP COLUMN 6"x 6"CLASSIC VERSAWRAP COLUMN COVER COVER ;IJ I 6 x 6 WOOD POST title L a DECK PLANS, POURED CONCRETE PIER AND j H--L-- ° °� ELEVATION, VERSAWRAP ACCENT WRAP WITH �I VERSAWRAP ACCENT WRAP WITH FOOTING REFER TO STRUCTURAL - I- - - - SECTION BASE CAP&BED MOULDING I ° BASE CAP&BED MOULDING SECTION 4/S2.00 i I i -TOL .O.FIRST FLOOR SLAB ' ° T.O.FIRST FLOOR SLAB ' & DETAILS ELEV.0'-0" —. T ELEV.0'-0" u n - IV POURED CONCRETE PIER AND n '' I� POURED CONCRETE PIER AND C I Ir ."•I}�. n - I I I I I I I I -}- drawn by: --- FOOTING REFER TO STRUCTURAL ii xl P FOOTING REFER TO STRUCTURAL I I I I SECTION 4/S2.00 _�_r n u; ;//\;\\\\�!\\' SECTION 41S2.00 I I I checked by: ti n• ,� I I I I 1'-g" 10'-11Y4" --- J \ \ \� i 1 scale. AS NOTED .J T--- ----- ---T-------------------------------------------------T--- ----- ---T' L C 14'-5Y4" project number: 10002 u B.O.FOOTING B.O.FOOTING scaled inch J-------------- ------------------------ -----------------------1-----------------L' ELEV. 3 6 ELEV.-3-6' /% ii/i�'i i ��/i� i'' \\\\ \ \��\ \�\\�\ \\�� sheet number 0 U BUILDING D z 5 DECK SECTION 4 DECK ELEVATION 1 FOUNDATION PLAN a _ _ o A6.03 SCALE: 1/2"= V-0" A6.03 SCALE: 1/2"= -011 A6.03 SCALE: 1/2" = V-0" @ 4H A6903+ + + +8m 1 2 1 3 1 4 1 5 1 6 1 7 1 81 9 DOOR TYPE: E-- 1. MINIMUM 10"HIGH SMOOTH SURFACE AT DOOR 36"TO 42"LEVEPBR----. BOTTOM,EITHER ATTACHED PANEL OR BOTTOM U SHAPED HANDLE.---\ IRE STROBE RAIL. HARDWARE: ..`. 1.OPENABLE FROM INSIDE WITHOUT USE OF KEY OR "MIN I o SPECIAL KNOWLEDGE OR EFFORT. THERMOSTAT WITH I I 60 - 2.OPENABLE BY SINGLE EFFORT LEVER-TYPE DEVICE 4 o. . . .,.K` ' OPERABLE CONTROLS I i o ? i \�� (NOT REQUIRING GRASPING). 1 I IGHT i -0 z 3.MOUNTED 36"TO 42". 10"MIN. IRE PULL DOOR HARDWARE I SWITCH i� 42MIN 12MAX CD 4.MAXIMUM 5 LBS.EFFORT TO OPERATE DOOR. BOTTOM RAIL i STATION ONVIENENCE i i i I I i OR PROVIDE \ �- OUTLET-SEE \ 4MIN `� KICK PLATE BEATTY HARVEY � COCO TELECTRICAL - - "MIN SECTION 404.2.8&SECTION 404.2.9 A R C H I T E C T S,=, L L P 10" I DRAWINGS FOTO NEW YORK MARYLAND PLAN LOCATIONe �` 10" "MIN SECTION 604.10:AMBULATORY 1300 Walt Whitman Road, New York, 11747 A ``�\ o v WALL-MOUNTED W.C.) ACCESSIBLE COMPARTMENT FIGURE•A 4 DOOR REQUIREMENTS A p: (631)300-1010 14 CENTER OF _ �� I 9"MIN-_, A7.00 SCALE: 112"= 1'-0" owner/developer ` I M ao CONVENIENCE ` I , FLOOR-MOUNTED W.C.) \`� = OUTLET �`� Conifer Realty ALTERNATE DOOR 1000 University Avenue Suite 500 4"MAX 2, 11/2"MIN. 11 2" LOCATION 13 1/2 Rochester,NY 14607 585.324-0500 _ - -RETURN ENDS TO I TYPICAL MISCELLANIOUS MOUNTING HEIGHTS _ I I ACE OF WALL a , I I : WALL,TYP I I . civil engineer z - i IN `�� z 60"MIN ` I I 1 1/4"-2"O.D.NOM.PIPE i i I �� PLAN LKMA 18 MOUNTING DETAILS "' - t I W I I AND GRIND MOOTH RAIL WELD ONS �_ +,I South Country Road C? LOOR RECEPTACLE A7.00 SCALE: 318"= 1'-0" 0 °� \ o o I I 1 : Brookhaven, NY 11719 i `� z I RACKETS WTH SPACER SPACE 631.286.8668 - cc ELONGATED WALL-HUNG �� i _ ,�' N I I EQUAL AT 4'-0"O.C.MAX. STALL TYPE o I 2MIN < __,��' o `�' z I i I m.e.p. &f.p. 1'0" X� FIGURE 605.2 _ I I GROUNDE DING/BLOCKING @ i 0°ELBOW TO M/E Engineering, P.E. g 2"MIN SECTION 605 URINALS SECTION GYPSUM i3�STUD PARTITIONS. I I WALL @ EACH g 150 North Chestnut Street 42"MIN "MIN END AND CLOSE Rochester,NY 14604 WALL-MOUNTED W.C.) SECTION 505.7 HANDRAIL CROSS SECTION 585.288.5590 " IN FLOOR-MOUNTED W.C.) SECTION 604.9 WHEELCHAIR ACCESSIBLE COMPARTMENT 1 O URI NAL D I M E N S I O N S FIGURE-B SECTION 404.2.5:TWO DOORS IN SERIES FIGURE-C 3 HANDRAIL DETAIL WHEELCHAIR ACCESSIBLE COMPARTMENTS structural engineer A7.00 SCALE: 1/4" = 1'4' A7.00 SCALE: 11/2" = 1'-0" TDM Consulting Engineering SECTION 403.5 CLEAR WIDTH 550 North County Road,Suite E 1 1/4"O.D.NOM.BRUSHED ALUM. Saint James, NY 11780 OR STEEL HANDRAIL W/RADIUSED 631.686.5234 LETTERS AND NUMBERS: RETURNS TO WALL EACH END _ K'13_�'� TOILET STALLS 1. WIDTH TO HEIGHT RATIO BETWEEN 315 AND 1 :1. 7 DOORS I N SERIES 3 2MIN 2.STROKE JVIDTH TO HEIGHT BETWEEN 1 :5 AND 1 : 10. 12 i A7.00 SCALE: 114"= 1'-O" 3.CONTRAST CHARACTERS AND SYMBOLS WITH / 7,00 SCALE: 114"= 1'-0" A7.00 key BACKGROUND. N 4.SANS SERIF CHARACTERS. 17,7 r,. PLAN ______ 0 NE SIGNS/PICTOGRAMS: i i NOTES: TREAD � � 1. PICTOGRAMS/PICTORIAL SYMBOL SIGNS SHALL BE I I ACCOMPANIED BY THE EQUIVALENT VERBAL I 1 r----------� FOR TREAD AND RISER DIMENSIONS SEE S DESCRIPTION PLACED DIRECTLY BELOW THE z i i I I F BOTH A CLOSER& PLANS AND SECTIONS. I I Z I I LATCH ARE O Dag PICTOGRAM. THE BORDER DIMENSION SHALL BE 6' I 1 � I I PROVIDED. LL MINIMUM HEIGHT. - I I 2. CHARACTERS AND BACKGROUNDS SHALL BE OF I I v I�f-`r •, L 60MIN NON-GLAP,E CONTRASTING COLORS. I I I Z HANDRAIL ELEVATION o SECTION 403.5 CLEAR WIDTH SECTION 403.5.2 PASSING SPACE RAISED 3. SIGNS;PICTOGRAMS SHALL BE INSTALLED ON THE o 1 WALL ADJACENT TO DOOR LEADING TO THE ROOM OR A7.00 SCALE: 112" = 1'4' N SPACE THEY DESCRIBE AND AT 60"AFF TO SIGN FRONT APPROACH,PULL SIDE FRONT APPROACH,PUSH SIDE CENTERLINE AND WHERE A PERSON MAY APPROACH -------------- TRUE o �17WHEELCHAIR PASSING AND PASSAGE WIDTH WITHIN 3"OF SIGNAGE WITHOUT ENCOUNTERING i i SECTION 404.2.5:TWO DOORS IN SERIES O O PROTRUDING OBJECTS OR STANDING WITHIN THE DOOR I 1 project A7.00 SCALE: 1/4"= T-0" O 36"GRAq BAR SWING AREA. I 1 z 4$� _ I 4. VERTICAL CLEARANCE AT SUSPENDED SIGNS WITH i 42 I i 36 C3 ---------- VINEYARD VIEW 0000 UUU MINIMUM 1EADROOM OF 80"REQUIRE MINIMUM 3' I �* I � xTI 16 WOMEN RESTRO�MS CHARACTER HEIGHT MEASURED BY USING UPPERCASE i 1 42"GRAB BAR I "X". CHARACTERS AND NUMBERS SHALL BE SIZED i i i i i cc o D ____________� ACCORDING TO VIEWING DISTANCE FROM WHICH J IC 28 - CLEAR FLOOR SPACE READ. LOWER CASE CHARACTERS PERMITTED. _ County Co t Road 48 4MAX. 18"GRAB BAR 18"GRAB BAR MIN HINGE APPROACH,PULL SIDE HINGE APPROACH,PULL SIDE FIGURE 308.2.1 Greenport, NY 1 1944 8"GRAB BAR SIGN LOCATIONS: O 9.ALL ACCESSIBLE ENTRANCES IDENTIFIED WITH =_E STANDARD SIGN. 1- i i 4 I FORWARD REACH 12MAX 24"GRAB BAR SECTION 604.3.1:WATER CLOSET CLEARANCE seal OI ADDITION 0 DIRECTIONAL SIGNS ALONG _ ( w o I I I I o ,3 PIC 4 IN 24MAx. PUBLIC TOILET: CLEAR FLOOR SPACE AT WATER CLOSETS ACCESSIBLE PATH OF TRAVEL ARE REQUIRED. ao o a I N I r I U Q �Q'R`� �'� z I I 20' MAX. >20"-25" CONTROL ARE -- \ i ck = Q 6MIN MEN 11.BUILDINGS REMODELED TO PROVIDE ACCESSIBLE o i - "MI I I I `O L__J SEAT 1 SANITARY FACILITIES FOR PUBLIC USE SHALL HAVE i icc C 0 1 1 Cl)co SEAT INFORMATON POSTED IN THE LOBBY AS PART OF THE I i o BUILDING DIRECTORY. - > ao C Cie 7. 777777I p FOOT BACK CONTROL WALL O LAV I SYMBOL OF ACCESSIBILITY: _z I I I I o 36"GRAB JAR SECTION 607.4.1 BATHTUBS WITHOUT PERMANENT SEATS I O i `" 1. STANDARD USED TO IDENTIFY ACCESSIBLE FACILITIES. � i i I I o I I FIGURE 308.2.2 1�' I z I 2.SYMBOLS OF ACCESSIBILITY SHALL CONTRAST WITH - ®�®Q® THEIR BAC<GROUND,WITH EITHER LIGHT SYSMBOL ON I I I I E41 OVABLE I LATCH APPROACH, LL SIDE LATCH APPROA H,PUSH SIDE ' FORWARD REACH OVER AN OBSTRUCTION ®®�® DARK BACKGROUND OR A DARK SYMBOL ON A LIGHT I I i E 42"GRABBARi i ®®®®® L___________J I I E issued date description ('16 GRAB BARS AT TUMHOWER BACKGROUND. 3.WHEN ENFORCING AGENCY DETERMINES,IF N - L " ---- CLEARFIOOR -!J CLEAR FLOOR L--------- -J --- 1 03/15/19 Issued for Construction A7.00 SCALE: 1/4 - 1-O - _____---____� - APPROPRIATE,SPECIAL DESIGNS AND COLORS MAY BE -- --� Q �2 , APPROVED, i PARALLEL 0 2 06/13/19 TOS Bldg Dept Comments SECTION 1004.11.3.1.2:WATER APPROACH SECTION 1004,11.3.1.2:CLEARANCE BRAILLE: 1 C CLOSETCL�ARANCE WITH LAVATORY(OVERLAP EXCEPTION) FIGURE 703.7 1.USE CONTRASTED GRADE 2 BRAILLE.DOTS TO BE 0.1" 00 6 DOOR APPROACH REQUIREMENTS REM ENTS 1,_000I �� SYMBOLS OF ACCESSIBILITY O.C.IN EACH CELL. 1 DWELLING UNITS TOILETS: CLEAR FLOOR SPACE W TE CL SE A7.00 SCALE: 114" = 1'-0" BACKWALL.. 2.0.2"SPACE BETWEEN CELLS. -----� 3 ; 3.DOTS RAISED MINIMUM 0.025"ABOVE BACKGROUND. o N o o w FIGURE 308.3.1 x 12 WATER CLOSET CLEARANCES 9 SIGNS AND PICTOGRAMS uNg�s��ucTED SIDE REACH , z 12 I - ;z 1 �OOSCALE: 1/4" = 1'-0" A7.00 SCALE: 1/4" = 1'-0" C-0 I 1co o CLEAR FLOG 7PAC9 _-___ CLEAR FLOOR SPACJ F LENGTH OF TUB TUB LENGTH NOTE: F r-COMPRESSED CARPET 114"MAX. IN.FLOOR LEVEL 1. IF OBSTRUCTION IS LESS THAN 10", = BELOW THRESHOLD THRESHOLD v MAX REACH HEIGHT SHOULD BE 48" SECTION 607.2:CLEARANCE FOR BATHTUBS LU� 1 12MAX 12MAX W O POST. >< CV title K_1�5CLEARANCE FOR BATHTUBS FIGURE 302.2 CARPET ON FLOOR SURFACES FIGURE 308.3.2 OBSTRUCTED SIDE REACH ACCESSIBILITY _ POST. A7.00 SCALE: 114" = 1'-0" MIN SECTION 307.3 DETAILS & NOTES x Q X> 12 , MI 36MIN 2 I z 2 a r 2Q T-SHAPED POST.--z,- <' > o ,,---- , ICC Al 17. 1 -2009 _ 18"GRAB BAR 18"GRAB BAR X T_ Q FIGURE 302.2 BEVELED CHANGE IN LEVELS `�' i 36 GRAB BAR 42"GRAB BAR �� C x CLEAR i CL ► G 00 MIN 54MIN I ^ I drawn by: z z Q ¢ IFLOOR 1 --- NOTE: SECTION 307.3 IS 24MIN 42MIN x i z_ �, THE SLOPING PORTIONS OF HANDRAILS SERVING STAIRS AND RAMPS z checked by: --- CD 30MIN = 1 = SHALL NOT BE REQUIRED TO COMPLY WITH 307.3. \ ,_-_,�.'� scale: ASN TED M `: °? / / FIGURE 307.2 LIMITS OF PROTRUDING OBJECTS O v KNEE CLEARANCES 6 TOE CLEARANCE Ch � a c c, �o NOTE: 6 MIN o M FIGURE 302.2 VERTICAL CHANGE IN LEVELS project number: 10002 r\ a NOTES: LOCATED ON CIRCULATION PATHS,INCLUDING OPERABLE ELEMENTS,MUST COMPLY WITH CIRCULAR _Cz2 17 LAV DEPTH :. . � - REQUIREMENTS FOR PROTRUDING OBJECTS. CASEMENT WINDOWS,WHEN OPEN,CANNOT ENCROACH MORE .DASHED E INDICATES LENGTH OF scaled inch NOTE: A H D LIN MINIMUM Q THAN 4 INCHES INTO CIRCULATION PATHS ABOVE 27 INCHES sheet number o FIGURE #31 FIGURE #32 BACK WALL SIDE WALL 1. 1/2"MAXIMUM TOTAL HEIGHT WITH 1/4' MAXIMUM VERTICAL CHANGE AT EDGE. CLEAR SPACE ERQUIRED ON EACH ARM OF THE T SHAPED y CLEAR FLOOR SPACE AT 7"-9" 2. 1 :2 SLOPED BEVEL REQUIRED IF LEVEL CHANGE IS OVER 114"VERITCAL LEVEL CHANGE. EXCEPTION:HANDRAILS SHALL BE PERMITTED TO PROTRUDE 41/2"MAX SPACE IN ORDER TO COMPLETE THE TURN LAVATORY CLEARANCES LAVATORIES SECTION 604.5 GRAB BARS SECTION 604.5 GRAB BARS 3. CHANGE IN LEVEL OF 1/4 INCH MAXIMUM IN HEIGHT SHALL BE PERMITTED TO BE VERTICAL. SECTION 304.3.1 CIRCULAR SPACE SECTION 304.3.2 T-SHAPED SPACE SECTION 604.7-.AISr1 LASERS -, FIGURE 304.3(a)Circular FIGURE 304.3(b)T-shaped BUILDING D a � 47 r14 LAVATORY CLEAR SPACE ri1 WATER CLOSET GRAB BARS 8 THRESHOLD REQUIREMENTS 5 LIMITS OF PROTRUDING OBJECTS 1 TURNING SPACES On A7.00 SCALE: 1/4" = 1'-0" A7.00 SCALE: 1/4" = 1'-0" A7.00 SCALE: 6" = 1'-0" A7.00 SCALE: 1/4"= 1'-0" A7.00 SCALE: 114"= 1'-0" O H H 0 1 2 4 5 6 7 8191 a' I— I N 77 r M 0 AIR SEALING NOTES FOR 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 � :. y , ; CLIP SUPPORT FOR GWB OR SEALED AT CORNERS. a. STOP AIR MOVEMENT THOUGH CRACK BETWEEN DRYWALL AND TOP PLATES. APPLY DOUBLE TOP PLATE OPEN INSULATED DRYWALL ADHESIVE TO FRAMING BEFORE INSTALLING DRYWALL. DOUBLE HEADER DOUBLE HEADER WITH RIGID b. STOP AIR MOVEMENT BETWEEN THE SHEATHING AND THE TOP PLATES.APPLY SEALANT INSULATION TO INSIDE FACE BETWEEN SHEATHING AND FRAMING ALTERNATE HORIZONTAL i` i„ BEATTY HARVEY COCO BLOCKING FOR GYPSUM THICK RIGID INSULATION 1" THICK RIGID INSULATION (TIMBER STRAND HEADER ANCHOR THROUGH RIGID , 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. A R C H I T E C T SL L P 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 c. APPLY SEALANT BETWEEN SILL PLATE AND SUBFLOOR. A p: (631)300-1010 Z:;;� --- d. APPLY SEALANT AT ALL WALL PENETRATIONS. owner/developer TWO STUD CORNER e. APPLY SEALANT BETWEEN TOP PLATE AND SHEATHING. ALTERNATE 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 • a. APPLY SEALANT BETWEEN SILL PLATE AND SHEATHING. ALLOWS FOR SET TOWARDS STUD NCTCHED TO • . 585.324-0500 INSULATION OUTSIDE OF WALL SUPPORT SINGLE HEADER b. APPLY SEALANT BETWEEN DRYWALL AND SILL PLATE. PLYWOOD PLATE c. APPLY FOAM GASKET UNDER SILL PLATE INSTALLATION FLUSH W/EXTERIOR • • d. APPLY SEALANT BETWEEN SILL PLAT AND SLAB civil engineer PAST INTERIOR SURFACE OF STUD HEADER HANGER SIZED BY LKMA PARTITION WALL i 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. Brookhaven, NY 11719 NOTE: b. APPLY SEALANT BETWEEN WINDOW AND FRAMING. 631.286.8668 c. APPLY SEALANT BETWEEN DRYWALL AND WINDOW. USE DETAIL IN NON-LOADBEARING d. APPLY SEALANT BETWEEN FRAMING MEMBERS. WALLS. SEE PROJECT MANUAL FOR m.e.p. &f.p. TAPED JOINTS FURTHER INFORMATION 5. DEMISING WALUINTERIOR PARTITION AT EXTERIOR/CORRIDOR WALL:REDUCE LEAKAGE BETWEEN M/E Engineering, P.E. EXTERIORICORRIDORWRLL AND DEMISING WALLANTERIOR PARTITION. P 1 150 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 WALL/INTERIOR PARTITION-TOP/BOTTOM:REDUCE LEAKAGE BETWEEN structural engineer UNCONDITIONED ATTIC/FLOOR STRUCTURE AND DEMISING WALUINTERIOR PARTITION. 1 WALL FRAMING DETAIL 4 CORNER FRAMING/BRACING DETAIL �7WINDOW HEADER DETAIL �101NSIJLATED 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 Saint James, NY 11780 EEBA FIG. 11.4 EEBA FIG. 11.3/11.11 EEBA FIG. 11.5 SCALE:I" V-0° EEBA FIG. 11.5 SCALE:1" V-0° 631.686.5234 7. DOUBLE SHAFT WALL AT EXTERIOR/CORRIDOR WALL TOP:REDUCE LEAKAGE BETWEEN UNCONDITIONED ATTIC/FLOOR STRUCTURE AND DEMISING WALLANTERIOR 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 CONTINUOUS VAPOR TRUE BARRIER 8. DEMISING WALLANTERIOR PARTITION AT EXTERIOR/CORRIDOR WALL:REDUCE LEAKAGE BETWEEN NORTH INSULATION BAFFLE SHEATHING TAPE RIGID INSULATION EXTERIOR/CORRIDORWRLL AND DEMISING WALUINTERIOR 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) UNDER ROOF SHEATHING / FLASHING LEDGER NAILED OVER TOP CONTINUOUS ENGINEERED WOOD 9. CORRIDOR WALL/EXTERIOR DOOR:REDUCE LEAKAGE BETWEEN APARTMENT AND CORRIDOR RIGID INSULATION—/ ' SEALANT ADHESIVE OF RIGID INSULATION RIM/BAND JOIST CLOSURE RIGID INSULATION SEALANT OR ADHESIVE WALL/OUTDOORS. ,a CONTINUOUS VAPOR OR GASKET SEALANT AT CORNER OF SEALANT a. APPLY SEALANT BETWEEN DOOR FRAME AND FRAMING. CONTINUOUS PLATE TIES FLOOR TRUSS � b. APPLY GASKETSANEATHER STRIPPING AT DOOR SWEEP. Oo RIM JOIST TO CEILING BARRIER ADHESIVE BOTTOM PLATE & RAFTERS INSULATION BAFFLE SUBFLOOR OR GASKET SETBACK ON 10. MILLWORK TRIM:REDUCE LEAKAGE BETWEEN WALL CAVITIES AND APARTMENT ELECTRI IRE TOP PLATE RIGID INSULATION RIM JOIST/BAND JOIST SET PROVIDES 2" MIN UNDER BOTTOM PLATE THICKNESS OFFILLER BACK ON TOP PLATE. a. APPLY SEALANT AT ALL EDGES BETWEEN MILLWORK TRIM AND DRYWALL. ROOF RAFTERS TERMINATE CLEARANCE UNDER ROOF ENGINEERED THICKNESS OF RIGID 11. PLUMBING PENETRATIONS:REDUCE LEAKAGE BETWEEN WALL CAVITIES AND APARTMENT. ° SEALANT ADHESIVE OR 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 CLOSURE SEALANT VINEYARD VIEW RIGID INSULATION GASKET OF RIGID INSULATION SEAL ELECTRICAL PENETRATIONS 12. ELECTRICAL BOXES:REDUCE LEAKAGE BETWEEN STRUCTURAL CAVITIES AND APARTMENT. INSULATION BAFFLE PROVIDES a. APPLY SEALANT TO SCREW HOLES AND UNUSED KNOCK-OUTS. 2" MIN CLEARANCE UNDER CONTINUOUS VAPOR SEALANT ADHESIVE OR GASKET � — SEALANT b. APPLY SEALANT BETWEEN ELECTRICAL BOX AND DRYWALL. D ROOF SHEATHING BARRIER RIGID INSULATION SEAMS c. APPLY SEALANT TO WIRE PENETRATIONS. D RIGID INSULATION NOTCHEDTAPED/SEALED PRIOR TO SEALANT THIS APPROACH MAY ELIMINATE THE NEED FOR ADDITIONAL CONTINUOUS VAPOR BATT INSULATION TO INTERIOR d. OR INSTALL AIR-TIGHT COVER PLATES AND GASKETS. County Road 48 AROUND ROOF TRUSSES INSTALLATION OF ROOF FRAMING BARRIER RIGID INSULATION 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. GASKET b. APPLY SEALANT/EXPANDING FOAM BETWEEN DIFFUSERSIREGISTERS AND DRYWALL seal FOR ROOF INSULATION ELECTRICAL WIRES PASSING TO EXTERIOR SHOULD BE ADDITIONAL BATT INSULATION CAN BE ADDED TO INTERIOR 14. UTILITIESlACCESS PANELS:REDUCE LEAKAGE BETWEEN STRUCTURAL CAVITIES AND APARTMENT. '��aE� ARC RIGID INSULATION---------' NSULATION Ir SEALED WITH FOAM SEALANT OR CAULKING 5 RE a. APPLY SEALANT/WEATHERSTRIPPING BETWEEN PERIMETER OF PANEL AND DRYWALL. ROOF FRAMING b. APPLY SEALANTIWEATHERSTRIPPING ON PANEL DOOR. � `�P� CO. ROOF INSULATION THERMAL RESISTANCE ( DEPTH) AT �1 O 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. a. APPLY SEALANT BETWEEN RECESSED CABINET AND DRYWALL. b. APPLY SEALANT BETWEEN CRACKS AND SEAMS. �� 1422 yOQ� 2 ROOF FRAMING DETAILS �5SHED ROOF DETAIL �8FLOOR TRUSS RIM CLOSURE 11 SET-BACK RIM JOIST 16. PACKAGED IES/OU DOOR INGEQUIPMENT(PTACs):REDUCELEAKAGEBETWEENAPARTMENTAND OF NET) WALL CAVITIES/OUTDOORS. EEBA FIG. 11.47 EEBA FIG. 11.28 EEBA FIG. 11.21 _ EEBA FIG. 11.22 „_ a. APPLY SEALANT BETWEEN SLEEVE AND AND FRAMING, E SCALE:1 -1-0' SCALE:1 -1 0 b. APPLY SEALANT BETWEEN SLEEVE AND DRYWALL. issued date description F 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 CAVITY INSULATION a. APPLY SEALANVEXPANDING FOAM AT DOOR STRIKE. 1.6" SHEATHING TAPE) FLASHING BEAD OF ADHESIVE BEAD OF ADHESIVE RIGID INSULATION SEAMS SLOTTED ANCHOR CONTINUOUS BEAD OF DRYWALL FOIL FACED OR EXTRUDED ADHESIVE MEMBRANE TAPED PRIOR TO NON-BEARING WALLSLS INSTALLATION OF ADHESIVE REQUIRED HERE POLYSTYRENE RIGID STRIP OVER STEP INSULATION FLASHING ( TOP EDGE DRAINAGE CAP o DECK/LEDGER FRAMING 0 KICKOUT ENDPIECE TAPED TO SHEATHING W/ o SHEATHING TAPE) STEP FLASHING, TYP. HANGER CONTINUOUS VAPOR - F 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 SHEATHING TAPE SEALANT STRUCTUR CONTINUOUS BEAD OF ADHESIVE MEMBRANE STRIP DRYWALL ADHESIVE ROOFING PAPER TURNEDtitle FLASHING REQUIRED HERE UP AT WALL ADHESIVE MEMBRANE CAP TYPICAL DRYWALL CLIPS TRUSS UPLIFT PATCH DO NOT INSTALL CEILING DRYWALL ADHESIVE OR CEILING DRYWALL FRAMING & A I R SCREWS/NAILS CLOSER THAN FROM TO INTERIOR PARTITION IN ORDER TO SEALING DETAILS FLOAT DRYWALL AT CORNERS CONTROL DRYWALL CRACKING FROM TRUSS UPLIFT. FLOATING CORNERS OF CEILING DRYWALL ALLOW TRUSS MOVEMENT SEAMS & CORNERS TAPED WITHOUT DRYWALL CRACKING NOTE THAT A CONTINUOUS BEAD OF TO PROVIDE DRAINAGE DRYWALL ADHESIVE IS REQUIRED ALONG BOTH SIDES OF TOP PLATES PLANE CONTINUITY FOR WALL. DRYWALL TO PROVIDE AIR BARRIER CONTINUITY. MEMBRANE FOLDED - drawn by: --- AROUND JOIST OVER HANGER checked by: --- 3 DRYWALL CLIPS & SLOTTED ANCHOR 6 CEILING GWB/TRUSS UPLIFT DETAILr9 `�STEP FLASHING DETAILr12`�DECK LEDGER FLASHING DETAIL scale: AS NOTED project number: 10002 a� EEBA FIG. 16.5 SCALE:1°=1'-0" EEBA FIG. 16.4 EEBA FIG. 2.23 SCALE:1"=1'-0" EEBA FIG. 2.25 SCALE:1"=1'-0" scaled inch Q o sheet number U O U BUILDING D m O + 1 T� + + + i:,i 7 I� + 9 H SEAL DRYWALL TO FIRST SEAL AROUND ROUGH STUD IN THE 'HALL (SEE , CEILING DRYWALL OPENINGS OF WINDOWS-——, FIGURE 16.7) /// / // / CONTINUOUS SEALANT, AND DOORS EXTERIOR WALL ® '. ADHESIVE OR GASKET DRYWALL ADHESIVE ON INTERIOR WALL in �nlllell /�/i 21111 CONTINUOUS SEALANT, AROUND OPENINGS AT SEAL ALONG TOP PLATES �, // / BOTH SIDES OF FIRST / ADHESIVE OR GASKET AT . •. • EXTERIOR ON EXTERIOR WALL INTERIOR STUD CLIPS INSTALLED BY TOP PLATE EXTERIOR ., FRAMER OR DRYWALLER •• • SINGLE HEADER PREFERRED. LOCATE TO AIR SEALS (CAULKING, END STUD OF ADJOINING EXTERIOR OF WALL TO ADHESIVE OR GASKET) 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 NEW YORK I MARYLAND DUE TO WOOD SHRINKAGE EXTERIOR WALL 1300 Walt Whitman Road, New York, 11747 INTERIOR PARTITION HELD BACK FROM INSTALL THIS PANEL FIRST A — AGAINST CLIP SUPPORT ,-- LOAD BEARING WALL EXTERIOR WALL 1" TO ALLOW owner/developer —+P p (631)300-1010 INSTALLATION OF EXTERIOR WALL DRYWALL PAST INTERIOR PARTITION Conifer Realty INSTALL THIS PANEL ��, 1000 University Avenue Suite 500 \ AGAINST OTHER SIDE �.` Rochester, NY 14607 f \ 585.324-0500 _ SHEATHING CONTINUOUS SEALANT, ADHESIVE OR GASKET AT DRYWALL CONTINUOUS civil engineer \ CLIP ALTERNATE: BOTTOM PLATE EXTERIOR SEAL ALONG TOP -2 PAST INTERIOR INTERSECTING PARTITION LKMA USE 1X4 WOOD SUPPORTS PLATES ON EXTERIOR SE KGI�NSIDE OF BOTTOM OF 437 &405 \ DRYWALL IN LIEU OF CLIPS WALL ST STUD IN INTERIOR WALL \ BOTTOMS OF WINDOWS & DOOR South Country Road ( PARTITIONS SEAL AT TOP SEE FIGURE 16.7) OR HOLD BACK OPENINGS SHOULD BE THROUGH Brookhaven, NY 11719631.286.8668 PLATE WHERE ADJACENT FIRST STUD TO PASS DRYWALL WALL FLASHED 0 Q TO AN UNCONDITIONED BEHIND STUD (SEE FIGURE 16.8) DRYWALL ADHESIVE AT CEILING INSULATION m.e.p. &f.p. EXTERIOR RIGID INSULATION IS SEALED TO EXTERIOR OF WALL FRAMING AT ( ) BOTTOM & TOP OF STUD DRYWALL AD ESIVE AT SPACE SEE FIGURE 16.8 BOTTOM PLATE & TOP TAPED JOINT M/E Engineering, P.E. B1 TOP PLATES, BOTTOM PLATES AND AROUND OPENINGS. PLATE AIR SEAL (CAULKING, g 150 North Chestnut Street 0 HEADER IS NEEDED ABOVE WINDOW OPENING IF WALL IS LOAD BEARING USE CAUTION WHEN INSTALLING DRYWALL AT GASKETS OR ADHESIVE OR GASKET) � Rochester, NY 14604 USE OF CLIP SU T FOR GYPSUM BOARD RES LTS IN SINGLE HEADER RATHER THAN DOUBLE HEADER PREFERRED, SIZED OVER POLYETHYLENE SO THAT GASKETS ARE NOT MOVED 585.288.5590 FLOATING CORNERS & SIGNIFICANTLY LESS DRYWALL APPROPRIATELY FOR LOAD. OUT OF POSITION OR POLYETHYLENE IS NOT CUT OR TORN. CRACKING GASKET CAN BE USED IN PLACE OF SEALANTS CR structural engineer ADHESIVES. TDM Consulting o Nor hltC onEno ad eu tegE 13 INSULATED HEADERS 16 EXTERIOR AIR SEALING DETAIL 19 INTERIOR AIR SEALING DETAIL �22AIR SEALING DETAIL 25 AIR SEALING DETAIL Saint James, NY 11780 EEBA FIG. 16.3 EEBA FIG. 11.7EEBA 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" CONTINUOUS SEAL TO PERIMETER OF NORTH SILL FLASHING OPENING AT A POINT TO ASSURE CONTACT W/BACKSIDE OF MOUNTING + DRYWALL CAULKED,GLUED OR FLANGE. GASKETED TO TOP PLATE DRAINAGE PLANE O T BOTTOM PLATE CAULKED OR GASKETED AA INS TION IS COMPRESSED �TO SUBFLOOR 4" MIN HORIZONTAL LAPS CREATI VOIDS WHEN INSET DRYWALL CAULKED OR GASKETED TO BOTTOM PLATE 16" EXTEND FLASHING HORIZONTALLY 16 HEAD FLASHING WITH STAPLINIS USED - STAPLIG INCHES 10 PROJECT BEYOND DRIP EDGE INSTALLED INSTALL DRAINAGE PLANE _ SUBFLOOR GLUED, CAULKED OR GASKETED VERTICAL JAMBS FLASHING APPLIED OVER NAILING OVER HEAD FLASHING & FLANGE AA LATER OVER TOP OF NAIL-ON HEAD ° TO RIM JOIST/RIM ENCLOSURE DRAINAGE N 3R1 FLANGE OF WINDOW FRAME project COU \ DRYWALL CAULKED,GLUED OR GASKETED TO TOP PLATE SILL FLASHING FOLDED OVER BOTTOM VINEYARD VIEW KRAFT F FOIL FACING \—RIM JOIST/RIM CLOSURE CAULKED OR OF ROUGH OPENING & UP JAMB, VOID GASKETED TO SUBFLOOR N RETURN IMUM. FASTEN OP EDGEAND L MIOF BOTTOM PLATE CAULKED OR GASKETED TO TOP PLATE 12" MINIMUM WINDOW FLASHING BUT DO NOT � / ✓ FASTEN THE LOWER 1-1/2" SO THE DRAINAG County Road 48 DRYWALL CAULKED OR GASKETED TO BOTTOM PLATE DRAINAGE DRAINAGE PLAN MAY BE SLIPPED UP PLAN FIRST & UNDER THE FLASHING SHIM & ADJU WINDOW TO ACHIEVE COU SLIP DRAINAGE PLANE 1ST Greenport, NY 11944 COORS SQUARE, PLUMB & LEVEL CONDITIONS. USE SUCOURSE UNDER JAMB seal BFLOOR GLUED, CAULKED OR GASKETED TO INSTALL SILL FLASHING CORROSION RESISTANT FASTENERS WITHIN 10 FLASHING D BOTTOM OF RIM JOIST/RIM ENCLOSURE INSTALL JAMB FLASHING INCHES , BUT NO CLOSER THAN 3 INCHES IN pkeD AR RIM JOIST/RIM ENCLOSURE CAULKED OR INSTALL WINDOW DIRECTION FROM EVERY CORNER SECURE WINDOW SILL ACE STAPLING IS RECOMMENDED GASKETED TO SILL PLATE INSTALL HEAD FLASHING ( IF NECESSARY) ME WINDOWS ARE MANUFACTURED WITH AN WINDOW AROUND FRAME OPENING WITH WHERE FACED BATT INSULATION IS INTERNAL HEAD FLASHING SILL PLATE INSTALLED INSTALL DRAINAGE PLANE SHINGLE FASHION FROM BOTTOM TO ( SELF FLASHED) EQUIVALENT OF 6d FASTENERS AT 16' O.C. DRAINAG N 1RST Q INSTALLED UNDERSIDE OF OPENING HOWEVER THESE SELF FLASHED WINDOWS CAN COU OVER SILL GASKET MINIMUM. SEAL PENETRATIONS INTO WINDOWS/DOORS WITHOUT FLANGES SEALED TO JAMB AND , INSTALL REMAINDER OF DRAINAGE PLANE SHINGLE FASHION EXPERIENCE LEAKAGE AT UPPER CORNERS DUE WATERPROOFING (TYPICAL) NOTE: SILL FLASHING AROUND OPENING WITH SEALANT OVER FROM UNDERSIDE OF OPENING TO VrALL OVER SIDE WINDOW TO LACK OF FLASHING EXTENSION BEYOND SHADED COMPONENTS DESIGNATE AIR FLOW RETARDER FLANGE WINDOW OPENINGS. THESE CORNERS TYPICALLY AFTER INSTALLATION, SEAL ALL BACKER ROD SYSTEM CORNERS OF MECHANICALLY JOINED WINDOWS/DOORS WITH FLANGES TYPICALLY INSTALLED IN BED NEED ADDITIONAL SEALING. FRAMES TO SEAL FRAME SEAM JOINTS 9TF 0 22 �0 AIRTIGHT DRYWALL APPROACH OF SEALANT BETWEEN FLANGES AND JAMB & SILL FLASHINGOF NE`N 14 FACE STAPLING VS. INSET STAPLING 17 INT. AIR BARRIER USING DRYWALL/FRAM 20 SILL FLASHING DETAIL 23 WINDOW INSTALLATION 26 DRAINAGE PLAN APPLICATION tion descri issued date EEBA FIG. 15.1 EEBA FIG. 2.4 EEBA FIG. 2.4 E p EEBA FIG. 3.3 EEBA FIG. 2.4 1 03/15/19 Issued for Construction FLUID-APPLIED WATERPROOFING SEALANT, ADHESIVE OR OVER CEMENT BOARD, COATING GASKET INTERIOR WALL ENTIRE SURFACE BLOCKING POSITIONED SO EXTENDING TO THAT TUB FLANGE JUST V EXTERIOR WALL DRYWALL CAULKED, GLUED OR SEALED TO TOP PLATE CATCHES BOTTOM EDGE TILE APPLIED WITH EXTERIOR WALL EXTERIOR SHEATHING CAULKED, GLUED OR SEALED THINSET OVER FLUIDTHIN PROFILE STRUCTURAL CORNER BAD EDGE SUPPORT TO TOP PLATE APPLIED WATERPROOFING FOR THIN P OFILE STRUCTURAL STUDS CLADDING SHEATHING EXTENDS UP WALL TO TOP PLATE SHEATHING TAPED OR SEALED JOINTS IN EXTERIOR SHEATHING BAD OF ADHESIVE SEALS TILE EXTERIOR SHEATHING CAULKED, GLUED OR BACKING TO THIN PROFILE SEALED TO BOTTOM PLATE STRUCTURAL SHEATHING S A AANTTCONTINUOUS ADHESIVE SEALANT ADHESIVE OR BEAD OF GASKET SILICON SEALANT THIN P OFILE STRUCTURAL F (LEAVE WEEP OPENING SHEATHING S DRAFTSTOP BEHIND SSOEAMS/JLID OOIN SG EALAS DEDAWITH OP -�- TO DRAIN VOID SPACE) \ TUB C TINUOUS UP WALL ADHESIVE OR SEALANT. BLOCKING EXTERIOR SHEATHING CAULKED, GLUED OR / RIGID INSULATION EXTENDS FULL LENGTH OF SEALED TO TOP PLATE THIN PROFILE STRUCTURA HEATHING AS I BULKHEAD AND ENDS AS DRAFTSFO BEHIND TUB \ CONTINUOUS BEAD OF THIN PROFILE APPROPRIATE TAPED OR SEALED JOINTS IN EXTERIOR SHEATHING SEALANT OR ADHESIVE STRUCTURAL � GYPSUM BOARD JOINT i TAPED OR SEALED JOINTS IN EXTERIOR SHEATHING C NO R BEAD OF FLAT BLOCKING SHEATHING AS SOFFIT & SOFFIT GYPSUM TAPED/SEALED PRIOR TO SOFFIT title LA S LANETOR ADHESIVE � DRAFTSTOP BOARD INSTALLED AFTER CONSTRUCTION EA ANT, ADHESIVETYPICAL EXTERIOR SHEATHING CAULKED, GLUED OR BEHIND TUB PRIMARY GYPSUM BOARD SEALED TO BOTTOM PLATE GASKET CONTINUOUS UP ADHESIVE SEALANT, ADHESIVE OR WALL INSTALLATION � EXTERIOR SHEATHING CAULKED, GLUED OR SEALANT FRAMING & AIR � GASKET SEALED TO SILL PLATE INTERIOR SOFFIT CONSTRUCTED AFTER GYPSUM SEALANT, ADHESIVE ORJ IL BOARD INSTALLED NSTAL EAFTER GYPSUM BOARD INSTALLATION SEALING DETAILS GASKET THIN PROFILE TUB FRAMING SECTION STRUCTURAL SUBFLOOR CONTINUOUS BEAD Z 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 BOTTOM PLATE & BEAD SIDES OF STUDS + drawn by: --- SHADED COMPONENTS DESIGNATE AIR FLOW RETARDER PLACE OF GREEN BOARD OF SEALANT OR SYSTEM CEMENT BOARD IS NOT WATERPROOF. IT MUST BE ADHESIVE CORNER BEAD EDGE checked by: COATED WITH A FLUID APPLIED WATERPROOFING SUPPORT FOR THIN SEALANT, ADHESIVE PROFILE STRUCTURAL scale: SEALING & N OR GASKET r15 EXT. AIR BARRIER @ EXT. SHEATHING 18 TUB FRAMING SECTION SHEATHING 24 TUB FRAMING ELEVATION r2F INTERIOR SOFFIT DETAILS project number: 10002 Q EEBA FIG. 3.5 EEBA FIG. 11.30 K21 TUB FRAMING PLAN scaled inch EEBA FIG. 11.32 EEBA FIG. 11.37/11.38 o EEBA FIG. 11.31 sheet number u O U BUILDING D z m + + + + + 49 A7002 N ROOF FLASHING BRICK VINYL, ALUMINUM, WOOD & SOLID BLOCKING AS STUCCO CLADDINGS-ALL ARE DRAFTSTOP ® ' INHERENTLY PRONE TO RAINWATER LEAKAGE & SHOULD BE CONSIDERED POROUS ° + 0t1 INSULATION PILLOW 9CUT BAIT WINDOWS & DOORS INSULATION SLIGHTLY OVERSIZED B E AT T Y 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 HOUSEWRAP INSTALLED CEILING PLYWOOD ACCESS INSULATION DAM WITH 1300 Walt Whitman Road, New York, 11747 A SHINGLE FASHION TO CREATE GYPSUM DOOR FACED WITH CELLULOSE INSULATION ONLY A p: (631)300-1010 RAINWATER DRAINAGE PLANE BOARD GWB ( TO INTERIO --,,_FLASHING INSTALLED AT FACE) owner/developer Conifer Realty PENETRATIONS CONCRETE SLAB 1000 University Avenue Suite 500 DRAINAGE PLANE WRAPPED POLYETHYLENE VAPOR Rochester, NY 14607 AROUND PENETRATIONS & FOAM SEALANT AROUND BARRIER 585.324-0500 OPENINGS ALL PIPE PENETRATIONS GRANULAR DRAINAGE THROUGH RIM CLOSURE GASKET/ WEATHERSTRIP PAD (COURSE civil engineer RIM CLOSURE CASING/TRIM INSTALLED OVER ATTACHED TO HATCH NO FINES) g GRAVEL, GYPSUM BOARD OVERLAP o PERFORATED DRAIN 43L MA OPENING " TO PROVIDE LIP FOR 405 zi PANEL TO SIT PIPE ADDED TO "T" South Country Road /FLASHING AT BASE OF SE LANT AT IN ORDER TO Brookhaven, NY 11719 WALL DIRECT EXTERIOR WALL PENETRATIONS COUPLE SUBSLAB 631.286.8668 PRESSURE FIELD TO RAINWATER TO EXTERIOR INTERIOR WALL VENT STACK m.e.p. &f.p. INTERSECTING WITH SOIL GAS VENTILATION SYSTEM EXTERIOR WALL M/E Engineering, P.E. GRANULAR DRAINAGE PAD DEPRESSURIZED 150 North Chestnut Street THIS APPROACH MAY ELIMINATE THE NEED FOR ADDITIONAL BY ACTIVE FAN LOCATED IN ATTIC OR BY B BATT INSULATION TO INTERIOR INTERIOR SOFFIT FOOTPRINT AGAINST EXTERIOR WALL PASSIVE STACK ACTION OF WARM VENT Rochester, NY 14604 ALTERNATELY, INTERIOR SOFFIT CAN BE CONSTRUCTED 585.288.5590 AFTER GYPSUM BOARD INSTALLATION STACK LOCATED INSIDE HEATED SPACE. AVOID OFFSETS OR ELBOWS IN VENT STACK TO MAXIMIZE AIR FLOW structural engineer TDM Consulting Engineering r2-8" DRAINAGE PLANE31 RIM PENETRATION DETAIL 34 ATTIC ACCESS DETAIL37 INTERIOR SOFFIT DETAIL 40RADON VENT DETAIL 550 North County Road,SuiteE Saint James, NY 11780 SCALE:1"=1'-0" EEBA FIG. 13.1 EEBA FIG. 11.44 EEBA FIG. 11.40 EEBA FIG. 7.6631.686.5234 SCALE:1"=1'-0" FLUE PIPE SOLID BLOCKING AS DRAFTSTOP JAMB FLASHING AT BOTH SIDES PLUMBING VENT OR (SEAMS/JOINTS SEALED WITH key OF OPENING, EXTEND BEYOND SEALANT APPLIED ELECTRICAL WIRES ADHESIVE OR SEALANT) SILL FLASHING & ABOVE WHERE TO ALL JOINTS TRUE HEAD FLASHING WILL INTERSECT. MASTIC OUTSIDE FRAME BLOCKING CAULK/SEAL/FOAM AROUND ALL PIPES OR NORTH ELECTRICAL WIRES PENETRATING INTO ATTIC i=i— D C� LAP JAMB FLASHING OVER TOP SPACES OR OTHER INSULATED CEILINGS 1 OF SILL FLASHING LEAVING CUT HOLES SUFFICIENTLY + BOTTOM EDGE UNATTACHED. 1 " MINIMU ALLOWRE THAN PIPE TO � ° WALL SHEATHINGO SEALANT ) _ MINI M co SEALANT APPLIED TO TOP 19 1 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 �_ GASKET SOME JURISDICTIONS DRAFTSTOP W/ GASKET (EPDM ° C-AIR HANDLER AIR SEALING MASTIC EXTERIOR WALL BOOT) OR EXPANDING FOAM UTILITY CHASE project 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 NAILED IN PLACE • OUT OF EXTERIOR WALLS G MASTIC o � + County Road 48 INTERIOR PLUMBING WALL Greenport, NY 11944 12" MINIMLM CAULK/SEAL/FOAM ALL PIPES PENETRATING seal FOLD JAMB FLASHING INTO VENTED CRAWL SPACES OR INTO GARAGES AROUND SIDE OF ROUGH SEALANT RED ARC DRAINA LAN 1RST OPENING AND OVER �5 SORE LOCATING PLUMBING PIPES CO UPTURNED SILL FLASHING WHERE CONNECTIONS ARE MADE TO TOILETS, PEDESTAL SINKS & �� vJP OOo�O� CEILING GYPSUM BOARD EXPOSED PIPING, CHROME PLATED OR OTHER SURFACE FINISHED THIS APPROACH MAY ELIMINATE THE NEED FOR ADDITIONAL A-FLEX-TAKE OFF FROM RIGID AIR SEALING MATERIALS SHOULD BE CONSIDERED FOR AESTHETIC REASONS BATT INSULATION TO INTERIOR _\_ SEALANT, ADHESIVE OR SEALANTS SHOULD BE FLEXIBLE, NON-HARDENING GASKET DOUBLE WALL FOR UTILITIEu 0242 pQ' OF NE�� 29 JAMB FLASHING DETAIL 32 DUCT SEALING DETAIL 35 FLUE DETAIL 38 PLUMBING PIPE DETAIL 41 CHASE DRAFTSTOPPING DETAIL issued date E EEBA FIG. 2.4 EEBA FIG. 12.12-.14 EEBA FIG. 11.36 SCALE: 1'-0" EEBA FIG. 13.2 + description - + EEBA FIG. 11.41 1 03/15/19 Issued for Construction CAULK/SEAL/FOAM ALL ELECTRICAL WIRES PENETRATING INTO ATTIC SPACES OR OTHER BUILT-IN SEAL AT WIRE FLANGE FOR SEALING TO AIR BARRIER SEALED TO INSULATED CEILINGS FLANGE ON AIRTIGHT ENTRANCE DRYWALL AIR BARRIER OUTER BOX GASKET BUILT INTO BOX SOLID BLOCKING AS \» CAULK/SEAL/FOAM ALL RATED SEALANT AS PER o DRAFTSTOP III ELECTRICAL CODE DRYWALL ELECTRICAL WIRES PENETRATING (SEAMS/JOINTS SEALED REQUIREMENTS SPECIAL AIR SEALING BOX STANDARD ELECTRICAL BOX INSIDE TOP & BOTTOM PLATE OF WITH ADHESIVE OR NAILING FLANGE EXTERIOR WALL SEALANT) p CONDUIT SEALED INSIDE & SPECIAL AIRTIGHT BOX RUN WIRING ALONG SIDE OF F I- 0 WHERE IT PENETRATES CONTAINING STANDARD BOXES STUD AT EXTERIOR WALL -I F 0 0 SUPPORT SHEATHING POLYETHYLENE AIR CAULK/SEAL/FOAM ALL SEALANT, ADHESIVE OR BARRIER ELECTRICAL WIRES PENETRATING SEALANT ADHESIVE OR RATED SEALANT AS PER CAULK AT ALL WIRE INTO EXTERIOR WALL GASKET GASKET 0 0 ELECTRICAL CODE PENETRATIONS SEALANT OR ADHESIVE SEALANT OR ADHESIVE 0 0 REQUIREMENTS title 0 0 SEAL FACE TO ERYWALL W/ JOINT CONVENTIONAL METAL OR RUN WIRING ALONG BOTTOM 0 PLATE AT EXTERIOR WALL TYPICAL DROPPED CEILING DUCTWORK COMPOUND OR WITH CAULKED FOAM PLASTIC FRAMINGF1 COVERPLATE GASKET SPECIAL AIR SEALING SUPPORT SHEATHING o INSERT EXTERIOR WALL STANDARD PLASTIC a INTERIOR WALL FRAMING & A I R ELECTRICAL BOX CAULK/SEAL/FOAM ALL SEALING DETAILS SPECIAL AIR BARRIER TO ELECTRICAL WIRES �- FLANGE ON INSERT PENETRATING INTO VENTED • RUN LOW VOLTAGE WIRES IN PLASTIC CONDUIT TO ALLOW FOR CRAWL SPACES WIRE SEALING ELECTRICAL WIRES WIRES SHOULD BE LOCATED ALONG PLATES OR AGAINST STUDS RATHER THAN G THROUGH THE CENTER OF INSULATED CAVITIES TO MINIMIZE INSULATION CAULK AT ALL OPENINGS FUTURE UPGRADE OR SERVICE + drawn by: COMPRESSION WHERE BATT INSULATION IS USED (FIGURE 15.2) • SOME CODES REQUIRE WIRES TO BE HELD UP FROM BOTTOMPLATES 6" TO 8" TO PROTECT WIRES FROM FUTURE DRILLING OF checked by: --- HOLES THROUGH PLATES scale: AS NOTED 3o DROPPED CEILING DETAIL 33 ELECTRICAL PANEL DETAIL 36 ELECTRICAL BOX DETAIL 39 ALT. ELECTRICAL BOX DETAILr4-2*��ELECTRICAL WIRE SEALING project number: 10002 scaled inch EEBA FIG. 11.39 EEBA FIG. 14.1 EEBA FIG. 14.2 EEBA FIG. 14.3 osheet number U O U z BUILDING D a m O 1� r 71 gl g H N BACK OF BATT SPLIT PROPERLY AROUND WI CAVITY INSULATION JOINT BETWEEN BOOT & SUBFLOOR SEALED W/ MASTIC OR FIBERGLASS MECH & MASTIC OR CAULK BEATTY HARVEY COCO FLOOR BOOT AIR SEALING A R C H I T E C T S , L L P MASTIC NEW YORK � MARYLAND OEALED civil engineer 1300 Walt Whitman Road, New York, 1 747 A p: (631)300-1010 GAP FROM COMPRESSED owner/developer CAVITY INSULATION Conifer Realty 1000 University Avenue Suite 500 WIRE INSTALLED TOO HIGH Rochester, NY 14607 OR WRAPPED IN FRONT 585.324-0500 INT BETWEEN BOOT & SUBFLOOR AFTER INSULATION W/ MASTIC OR FIBERGLASS gineerMECH & MASTIC OR CAULK CAVITY INSULATION CEILING BOOT AIR SEALING 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. B 1_ ,B 150 North Chestnut Street RIGID TO FLEX AIR SEALING ALTERNATE WIRING WITH BATT INSULATION DETAIL —�= Rochester, NY 14604 585.288.5590 NOTE: SOME CODES REQUIRE WIRES TO BE HELD UP FROM BOTTOM PLATE 6" TO 8" TO PROTECT WIRES FROM FUTURE DRILLING OF HOLES THROUGH PLATE structural engineer TDM Consulting Engineering 550 North County Road,Suite E 43 DUCT SEALING DETAIL46 WIRING IN BATT INSULATION Saint James, NY 11780 631.686.5234 EEBA FIG. 12.15-.17 EEBA FIG. 15.2 key IS TRUE NORTH I PLUMBING VENT RUBBER GASKET STAPLES CUT HOLE IN GASKET JUST SMALLER THAN PIPE AULK OR SEALANT .i OO 0 l� 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 RED A/?c CRE �q�.F p21422 y0 �F `N 44 ROOF VENT PIPE FLASHING NE 177 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 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: --- CL scale: AS NOTED 45 TRANSFER GRILL DIAGRAM project number: 10002 U Q EEBA FIG. 12.26 scaled inc o sheet number U O U BUILDING D a @ + + + + + +8 H A7004 m I T I N r ` M C:) 2'-6" 2'-6" 2'-0" 2'-0" DOOR SCHEDULE DOOR DOOR FRAME FIRE HARDWARE TYPE ROOM NAME THRESHOLD RATING SET REMARKS C� IN n WIDTH HEIGHT THICKNESS MATERIAL MATERIAL HEAD JAMB I u �Ilu I Al *CLASSIC-CRAFT AMERICAN STYLE ENTRY 3'-0" 6'-8" 13/" FIBERGLASS FIBERGLASS H3 J3 T3 NONE 511 CA1127 DDBF4 BY THERMA TRU OR OEQUALTION INTERIOR ENTRY 3'-0" 6'-8" 1 3/" HC MOLDING WD H1 A T9 NONE 301 B E A T T Y HARVEY COC O *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 13/ VINYL VINYL H4 J4 T4 NONE 901 BY PGT INDUSTRIES OR EQUAL NEW YORK I MARYLAND PATIO 614" 6'-8" 13/" 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 ACO / �o 0o co A p: (631)300-1010 C \ - `� \ \ / \ \ / © UTILITIES 3'-0" 6-8" 13/" INSUL.H.M. H.M. H3A J3A T3 NONE 734 -I- owner/developer UTILITIES (2)3'-0" 6'-8" 1 3/" INSUL.H.M. H.M. H3A 13A T3 NONE 774 Conifer Realty BEDROOM 3'-0" 6'-8" 13/" HC MOLDING WD H1 A T6/T9 NONE 401 1000 University Avenue Suite 500 Rochester, NY 14607 BATHROOM 3'-0" 6'-8" 13/" HC MOLDING WD H1 J1 T2 NONE 401 585.324-0500 \\ G1 BULK STORAGE 3'-0" 6'-8" 1%" HC MOLDING WD H1 J1 T9 NONE 301 OH MECH.CLOSET 2'-6" 6'-8" 1%" HC MOLDING WD H1 A T9 NONE 701 civil engineer \ LKMA \ \ \ \ \ / J1 COAT CLOSET 3'-0" 6'-8" 13/" HC MOLDING WD H1 A T9 NONE 301 437 &405 3'-0" 2'-6" �, 5'0" 2'-0" 44" �, J2 COAT CLOSET (2)2'-6" 6'-8" 13/8" 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" 13/" HC MOLDING WD H1 A T9 NONE 301 m.e.p. &f.p. A2 OE �� G1 J1 K1 HO J3 J2 © K2 K2 CLOTHES CLOSET (2)2'-0" 64" 13/" HC MOLDING WD H1 A T9 NONE 261 M/E Engineering, P.E. e-I- © LINEN CLOSET 2'-0" 64" 1%" HC MOLDING WD H1 A T9 NONE 301 B 150 North Chestnut Street Rochester, NY 14604 585.288.5590 DOOR NOTES. structural engineer 2 INTERIOR DOOR TYPES TDM Consulting Engineering CONTRACTOR TO PROVIDE ALL LABOR,MATERIALS, EQUIPMENT,AND SERVICES REQUIRED TO PERFORM WORK, 550 North County Road,Suite E A8.00 SCALE: 1/2"= 1'-0" INCLUDING BUT NOT LIMITED TO THE FOLLOWING: Saint James, NY 11780 REFER TO THE FOLLOWING SPECIFICATIONS FOR ADDITIONAL INFORMATION: 631.686.5234 T-7" 6'-7" 6'-7" 3'-7" 6'-7, -IMPACT VINYL SLIDING DOOR -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. / \ / / \ 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. O DOORS(HOLLOW CORE WOOD&HOLLOW METAL) do 1.ALL DOORS SHALL BE PROVIDED AND INSTALLED BY CONTRACTOR U.O.N. - °° °° 00 0 / -1 2.THE CONTRACTOR SHALL PROVIDE PROTECTION FOR ANY AND ALL DOORS INSTALLED PRIOR TO co zo co 0 SUBSTANTIAL COMPLETION.PROTECT FROM ANY DAMAGE BY TRADESMEN OR OTHER WORK BEING o O 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. 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 OF THE LARGE MISSILE TESTRS OF ASTM E THIN 0'96 GRADE SHALL MEET THE REQUIREMENTS VINEYARD VIEW %'I. 64" CSI. �� 6'-0" � 'I. �� 3'-0" �� I. 6'0„ FRAMES(WOOD&H.M.) 1.ALL DOOR FRAMES SHALL BE PROVIDED AND INSTALLED BY CONTRACTOR U.O.N. 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 Al 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. ��RED ARC 5.ANY H.M.FRAMES THAT ARE ANCHORED WITH A PUNCH&DIMPLE SHALL BE FILLED PRIMED AND PAINTED FLUSH TO FRAME SURFACE. 1 EXTERIOR DOOR TYPES 6.ALL INTERIOR APARTMENT DOOR FRAMES TO RECEIVE WOOD TRIM ON BOTH SIDES PRIMED AND PAINTED c A8.00 SCALE: 1/2" = 1'-0" * I 1 s� �� -9�. 21422 O FOF NE`Ny F, F issued date description 1 03/15/19 Issued for Construction title DOOR SCHEDULE & TYPES drawn by: --- checked by: --- scale: AS NOTED m project number: 10002 U scaled inch o sheet number U O U BUILDING D z a m I T I 4+ + �+- H A8000 G I I F o v 0 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 Lk � 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 5/4 x 3Y"HARDIE TRIM BOARD Brookhaven, NY 11719 631.286.8668 HEADER WITH RIGID INSULATIOHOLLOW METAL DOOR m.e.p. &f.p. PER SCHEDULE DROP SEAL WE Engineering, P.E. _ B I� PEMKO 360 VINYL IMPACT FRENCH DOOR 150 North Chestnut Street � HEADER ALUM.SADDLE Rochester, NY 14604 THRESHOLD-PEMKO 1665 585.288.5590 HEAD H-7 C NCRETE ' VINYL PLANK OR VCT 2X4 WOOD STUD PARTITION AT UNIT OR SERVICE structural engineer ° a V d•e •,° AREAS OR STAIRS TDM Consulting Engineering 550 North County Road,Suite E HEADER WITH RIGID INSULATION Saint James, NY 11780631.686.5234 PER SCHEDULE � THRESHOLD T-10 CONCRETE TO VRFNCT HOLLOW METAL DOOR DROP SEAL key 0 -PEMKO 360 1C� TRUE 9 ALUM.SADDLE NORTH C, .032"20GA.ALUMINUM CONTINUOUS THRESHOLD-PEMKO 1665 }- BREAK METAL DRIP kjL r EDGE WITH KYNAR 500 FINISH,MINIMUM 4"UP SIDING. 5/4 x 3Y"HARDIE TRIM BOARD VINYL PLANK OR VCT VINYL IMPACT FRENCH DOOR HEADER JAMB J-7THRESHOLD T•9 ` ° 2X6 WOOD STUD PARTITION VRFNCT TO VRFNCT i INSULATED LOME o GLASS PER SPEC. mopm"MR, 0-3 VINYL IMPACT SCHLUTER EDGE ALUM.DOOR project FRENCH DOOR PROTECTION- TYPE SCHIENE 6"DEEPANSI SLOPED VINYLT AE125 THRESHOLD NOT TO VINEYARD VIEW LIVING ING ROOMS APPROVED EQUAL EXCEED 1l2"(PEMKO 256 CONTINUOUS ALUMINUM OR APPROVED EQUAL) CONCEALED FLASHING, TILE AS PER TYPICAL. INISH MACHINE SCREW D (PATIO) SCHEDULE FASTENER AND THREADED ANCHOR .. INSERTI GROUT ALUM. GROUTALUM. County Road 48 THRESHOLD SOLID THRESHOLD SOLID INSULATION AT INSULATION AT Greenport, NY 11944 THERMAL BREAK;SEE :=THERMAL BREAK;SEE WALL SECTIONS WALL SECTIONS seal 'C�,\-AED ARe ,5 .SORE THRESHOLD T-11 THRESHOLD T-8 oo F 0 EXTERIOR-PATIO EXTERIOR-STOREFRONT �P 0 V.1.F. - * 1, SEE V.I.F. FLOOR - SEEr PLAN � PLANS , 1422 �O 2x4 WOOD FRAMING 2x4 WOOD FRAMING OF NE`N CONTINUOUS SOUND - ! .032"20GA.ALUMINUM CONTIVUOUS ATTENUATION INSULATION 032"20GA ALUMINUM CONTINUOUS IF REDUIRED SEE BREAK METAL DRIP E i PARTITION TYPE SEE PARTITION TYPE =�- ORD 5/B"GYPSUM EDGE WITH KYNAR 500 BREAK METAL DRIP ( l (1)LAYER 518"IYPE'X' - BOARD(BOTH SIDES) FINISH,MINIMUM 4"UP SIDING. EDGE WITH KYNAR 500 2x4 WOOD FRAMING ISSUed date description GYPSUM BOARD SEE STRUCTURAL FINISH,MINIMUM 4"UP SIDING. 2x6W00D FRAMING CONTINUOUS SOUND - ATTENUATION INSULATION IF I R-20 BATT INSULATION REQUIRED SEE PARTITION (BOTH SIDES) DRAWINGS FOR CONTINUOUS ALUMINUM CONCEALED -� SPE 1 03/15/19 Issued for Construction SEE STRUCTURAL DOOR HEADER COUNTER FLASHING,TYPICAL. (1)LAYER 518"GYPSUM DRAWINGS FOR DOOR PRESSED HOLLOW 514 x 3Y"HARDIE TRIM BOARD (1)LAYER 5/8"GYPSUM BOARD(BOTH SIDES) HEADER SCHEDULED ALL FRAME 5/4 x 3Yz"HARDIE TRIM BOARD 514 x 3Yz"HARDIE TRIM BOARD BOARD(BOTH SIDES) SHIM AS NECESSARY N N __ SEE STRUCTURAL CONTINUOUS HEAD .032"20GA.ALUMINUM CONTINUOUS N SEE STRUCTURAL DRAWINGS FOR DOOR DRAWINGS FOR DOOR HEADER STIFFENER- nwo BREAK METAL DRIP WOOD DOOR FRAME- ALUNINUM DOOR .��' EDGE WITH KYNAR 500 - 7aO 2" 2' HEADER ( HEADER WITH RIGID INSULATON fffl ,� HEADER WITH RIGID INSULATIO PRESSED HOLLOW METAL PRIMED AND PAINTED FRAME INTEGRAL WITH cu 1-t STOREFRONT SYSTEM FINISH,MINIMUM 4"UP SIDING. PER SCHEDULE HEAD H-5 PER SCHEDULE SCHEDULEDEAS 2X4 WOOD STUD PARTITION PHEADER WITH ER SCHEDULE RIGID INSULATION _ CONTINUOUS HEAD ALUMINUM STOREFRONT STIFFENER HEAD IFFENERSTIFFENER US 4 2 „ „ SYSTEM AT TRANSOM VINYL SLIDING DOOR WITH INSULATED HEAD H-3A HEAD H-3 ,�-�,�' ,�-,� HEAD H-6 (1 LAYER 518"'GYPSUM- 2" LOW-E GLASS.REFER TO ELEVATIONS. 2 6 W D TUD PARTITION ALUMINUM STOREFRONT BOARD(BOTH SIDES) (2)2X4 2R6'W0Z 9T95-PARTITION SYSTEM AT WALLED HEAD H-4 HEAD H-2 HEAD H-1 q��M�NU(�MM� HOLPRELOW METAL 2 6 WOOD STUD PARTITION 2X6 W OD UD PARTITION 2X4 WOOD STUD PARTITION FRAME INjEG0RAR TH z DRYWALL FRAME SSqTUORENFIR NT TS M �= I w- - AS SCHEDULED D�ORI STOP RAMS > N _ - - 2„ „ WOOD IME DOOR FRAME- T---_ - (4)JAMB O (1�qy 5 g �y L ' F I I w o z �^ N _ JAMB ANCHORS S PRER FRAME R-20 BATT INSULATION B10ARD(BOTH SID_-'M I GIYPSUM BOARD INTED T Li�w p J CONTINUOUS SOUND -- R-20 BATT INSULATION BOTH SIDES d ATTENUATION 514 x 3Y2"HARDIE TRIM BOARD ( ) I > �` INSULATION IF REQUIRED R-20 BATT INSULATION (2)2X6 - - ' SEE PARTITION TYPE w RES D 2 514 x 3y"HARDIE TRIM BOARD 032"20GA.ALUMINUM CONTINUOUS 032"20GA.ALUMINUM CONTINUOUSO,I ��FTo�E (i)LAYER 5/8"TYPE _ � BREAK METAL DRIP `>` l�Rl'WALL"Kftgi� X'GYPSUM BOARD JAMB J-5 EDGE WITH KYNAR 500 - EDGE WITH KYNAR 500 AS SCHEDULED M qL �} __ __ � ORS PER ry (60TH SIDES) 2X4 WOOD STUD PARTITION / FINISH,MINIMUM 4'UP SIDNG JAMB J `7A FINISH,MINIMUM 4"UP SIDING. q 4 B SHIM AS MINUM&GLASS JAMB J-J N F1 r4 J fv16 2x4 WOOD FRAMING title NECESSARY DOUOR 514 x 3X2"HARDIE TRIM BOARD RAMP PER CONTINUOUS SOUND— ALUMINUM STOREFRONT DOOR JAMB AND 2�RTITION R-20 BATT INSULATI N ATTENUATION INSULATION IF JAMB J-6 JAMB AT SIDELITE 1 15/16A B V S 1 1 6" STOP BEYOND .032"20GA.ALUMINUM CONTINUOUS DOOR REQUIRED SEE PARTITION TYPE ALUMINUM STOREFRONT BREAK METAL DRIP JAMB J-4 JAty- WIDTH V RIES DOOR JAMB AND SYSTEM JAMB AT WALL VARIES DOOR;SEE DOOR EDGE WITH KYNAR 500 2 6R�65=PARTITION M WI VAR MB WIDTH VAR 1 29/64 9/64" STOP BEYOND SCHEDULE FINISH,MINIMUM 4"UP SIDING. 1 15/16' 1 15/16" JAMB J-2 JAMB STUD DETAILS V IE V RI 2X6 WOOD STUD PARTITION 2X4 WOOD STUD PARTITION V RI DOOR;SEE DOOR CERAMIC OR SCHEDULE ORCELAIN TILE;SEE 6"DEEP ANSI CERAMIC OR HOLLOW METAL DOOR 3 INSULATED 6"DEEP ANSI ORCELAIN TILE;SEE FINISH SCHEDULE /a"PLYWOOD SUBFLOOR SLOPED THRESHOLD SLOPED THRESHOLD INSULATED NOT TO EXCEED 112" �HM OR FIBERGLASS DOOR NOT TO EXCEED 112" HM OR FIBERGLASS DOOR DROP SEAL POWER COATED ALUMINUM (PEMKO 271 OR FINISH SCHEDULE (PEMKO 271 OR MARBLE SADDLE IN RAILING SYSTEM TOILET RM. CONT.RUBBER CARPET Q N PEMKO ti APPROVED EQUAL) MACHINE SCREW APPROVED EQUAL) MACHINE SCREW DOOR TRANSITION STRIP = MARBLE SADDLE IN SETTING BED CONTINUOUS ALUMINUM //��FASTENERAND FASTENERAND U O SETTING BED ALUM.SADDLE ZD O CONCEALED FLASHING,TYPICAL. i /-DOOR O � O ALIGN SADDLE WITH CONCRETE FINISH / THREADEDANCHOR CONCRETE FINISH �THREADEDANCHOR MARBLESADDLE C w ALIGN SADDLE WITH THRESHOLD-PEMKO 1665 w AS PER SCHEDUL / INSERT AS PER SCHEDUL INSERT VINYL SHEET MATERIAL OR VCT G FACE OF DOOR FRAME FACE OF DOOR FRAME 2x8 LEDGER BOARD CERAMIC OR / --- L Z C_' FASTENED TO RIM JOIST. CERAMIC OR C RPET VINYL PLANK OR VCT - - PORCELAIN VINYL SHEET MATERIAL drawn by: o y, < - :'.''"' "`` LVT OVER 1/8"THK FOAM FLOOR TILE OR VCT ' �� +•''"r "• 18"RIM JOIST ;��GROUT ALUM. ��- GROUT ALUM. OR PORCELAIN UNIT CARPET „... l:d•'` ORCELAIN TILE;SEE = AT UNIT OR SERVICE `,_ r- , , , a FINISH SCHEDULE ° d° ° AREAS OR STAIRS �`"> :�":��,^�"'S:•t-�•' �''' AND CORK UNDERLAYMENT; � THRESHOLD SOLID THRESHOLD SOLID checked by: --- ;.. \ CONCRETE SLAB-SEE I F E, A~ ! SEE FINISH SCHEDULE CL w STRUCTURAL e.•y•: : �:�••:• '°' INSULATION AT :'6'?' �:i••"AY. INSULATION AT scale: AS NOTED -' DRAWINGS CONCRETE SLAB-SEE E: III' • 4 �HERMAL BREAK;SEE �HERMAL BREAK;SEE " 76 MARBLE SADDLE-TILE/TILE STRUCTURAL 1s"ENGINEERED JI;l I, WALL SECTIONS WALL SECTIONS 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 TILE/TILE CARPET TO VRFNCT MARBLE SADDLE-TILEILVT scaled inch Q BALCONY EXTERIOR EXTERIOR MARBLE SADDLE CARPET TO VINYL o sheet number U O 1 DOOR DETAILS BUILDING D = 11 A8.00 SCALE: 11/2" = 1'-0" } m H 7I 41, A8e00A F + 6� N 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 VAPOR SELECTED BY OWNER. CONTINUOUS VAPOR SELECTED BY OWNER. WINDOW SCHEDULE BARRIER AND 8"GYP.BID, BARRIER AND s "GYP.BD. ER, NOMINAL WINDOW ACTUAL WINDOW ROUGH OPENING CLEAR OPENING VISIBLE GLASS TOTAL SIZE SIZE SIZE SIZE CLEAR PER OPENING VISIBLE WINDOW OPENING GLASS TYPE MANUFACTURER MODEL UNIT TYPE WIDTH HEIGHT WIDTH HEIGHT WIDTH HEIGHT WIDTH HEIGHT SQ.FT. WIDTH HEIGHT SQ.FT. REMARKS SILVERLINE ✓1 SERIES COASTAL WATCH SINGLE-HUNG 2'-8" x 5'-0" 313/8" x 59114" 317/8" x 59 3/4" 271/16" x 2211116" 4.27 271/16" x 2613116" 10.08 BEATTY HARVEY COCO © SILVERLINE A 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 271/2" 5.93 311/16" x 3213/16" 14.16 EMERGENCY ESCAPE&RESCUE WINDOW ARC H I T E C T S , L L P NEW YORK ( MARYLAND DOUBLE n ® © SILVERLINE ASERIES COASTAL WATCH 2'-8" x 5'-0" 313/8" x 591/4" 683/4" x 59314" 271/16" x 2211/16" 8.54 271/16" x 2613/16" 20.16 REFER TO DETAIL 6/A8.01. 1300 Walt Whitman Road, New York, 11747 SINGLE-HUNG I A p: (631)300-1010 -------------- ----- - -------------= ------------- -- --------- ® -------------- -- - ------------- ® SILVERLINE ✓1 SERIES COASTAL WATCH SINGLE HUNG 2'0 x 3 0' 23318 x 35114" 237/8' x 35314" 191116' x 1115/16 1.58 191/16' x 1413116' 3.92 COMPATIBLE SEALANT CONTINUOUS AIR&WATER Conifer Suite Realty COMPATIBLE SEALANTSEALANT-/ E SILVERLINE ✓3 SERIES COASTAL WATCH CASEMENT 3-0 x 4-5 3515/16 x 5213116 36 7/16 x 53 5/16 23 3/4 x 47 9/16 7.84 291/16 x 4515/16" 9.27 EMERGENCY ESCAPE&RESCUE WINDOW 1000 Universit RESISTIVE BARRIER COMPATIBLE 0 Rochester, NY 14607 8"X 2Y2"FIBER CEMENT TRIM SELF-ADHERED ICE&WATER VINYL WINDOW VINYL WINDOW 585.324-0500 MEMBRANE AT ALL TRANSITIONS, %"EXTERIOR GRADE SELF-ADHERED ICE&WATER DOUBLE EMERGENCY ESCAPE&RESCUE WINDOW BATTENS OVER%s'PANELS F SILVERLINE '13 SERIES COASTAL WATCH 3'-0" x 4'-5" 3515/16" x 5213/16" 78 318" x 53 5116" 23 3/4" x 47 9116" 15.68 291/16" x 4515/16" 18.54 COMPATIBLE SEALANT PLYWOOD SHEATHING MEMBRANE AT ALL TRANSITIONS, COMPATIBLE SEALANT CASEMENT REFER TO DETAIL 61A8.01. CONTINUOUS AIR&WATER 5/4 X 3Y2"HARDIE TRIM BOARD RESISTIVE BARRIER FIBER CEMENT LAP SIDING 5/4 X 3%"HARDIE TRIM BOARD DOUBLE civil engineer / EXTERIOR GRADE © SILVERLINE J1 SERIES COASTAL WATCH SINGLE-HUNG 3'-0" x 6'-0' 35 318" x 711/4" 35 718 x 713/4" 311/16" x 27112" 11.86 311/16" x 3213116 28.32 EMERGENCY ESCAPE&RESCUE WINDOW PLYWOOD SHEATHING LKMA 437 &405 NOTES: South Country Road 1. BASIS OF DESIGN IS SILVERLINE COASTAL WATCH. ALTERNATE MANUFACTURERS:MI,PLY GEM&PGT Brookhaven, NY 11719 631.286.8668 8 BOARD & BATTEN - WINDOW JAMB DETAIL r7 LAP SIDING - WINDOW JAMB DETAIL m.e.p. &f.p. A8.01 M/E Engineering, P.E. SCALE: 3"= 1'-0" A8.01 SCALE: 3"= 1'-0" p B1 _ � , 150 North Chestnut Street - Rochester, NY 14604 585.288.5590 2X6 WOOD STUDS structural engineer PAINTED POPLAR WOOD o o o SILL: COLOR AS TDM Consulting Engineering CONTINUOUS VAPOR ¢ ¢ Q SELECTED BY OWNER. 550 North County Road,Suite E BARRIER AND%"GYP.BD. M 3'2%" f° 3'6 8" co 6'-3Y4" Saint James, NY 11780 631.686.5234 key � o off® - TRUE NORTH ® ` �® \ m COMPATIBLE SEALANT VINYL WINDOW ;, \ in SELF-ADHERED ICE&WATER COMPATIBLE SEALANT r, O MEMBRANE AT ALL TRANSITIONS, %"EXTERIOR GRADE 7&8/A8.01 7&8/A8.01 7&81A8.01 61 A8.01 11 1 7&8/A8.01 „ ® v 514 X 5 HARDIE TRIM BOARD PLYWOOD SHEATHING Y2" O 7&8/A8.01 7&81A8.01 ° 6 WINDOW JAMB DETAIL = i 2'-78" %' 2'-78. 5 z" 2'-7Y," I ° A8.01 SCALE: 3" 1 -0n project a O 2118" �' N VINEYARD VIEW 00 T IIIN B 04 ---------------------- ® � ® N � + County Road 4$ CD o CONTINUOUS DOUBLE M Greenport, NY 11944 f 00 2X6 TOP PLATE. 2'-68 8 " a 3'-6' 8' ¢ 7'-0 8" seal CONTINUOUS DOUBLE M M AIR SEAL ALL PERIMETERSIT 2X6 TOP PLATE. �FlED AR AIR SEAL ALL PERIMETERS � WITH FLEXIBLE ACOUSTICAL CONTINUOUS AIR&WATER WITH FLEXIBLE ACOUSTICAL SEALANT,TYPICAL,WITH RESISTIVE BARRIER SEALANT,TYPICAL,WITH �v JOINT TAPE. JOINT TAPE. LCONTINUOUS AIR&WATER EXTERIOR GRADE RESISTIVE BARRIER PLYWOOD SHEATHING ` °f %"EXTERIOR GRADE `D t 34"X 2%"FIBER CEMENT TRIM PLYWOOD SHEATHING 7&8/AB.01 `4 7&8/A8.01 CONTINUOUS VAPOR e CONTINUOUS VAPOR \ \ 1422 Q` BATTENS OVER/,8'PANELS O BARRIER AND 8"GYP.BID. BARRIER AND 8"GYP.BID. FIBER CEMENT LAP SIDING ® y of NE`N SELF-ADHERED ICE&WATER SELF-ADHERED ICE&WATER 7&8/A8.01 SIM. 7&8 A8.01 SIM. 7&8/A8.01 SIM. 11 17&8 A8.01 SIM. MEMBRANE AT ALL TRANSITIONS, MEMBRANE AT ALL TRANSITIONS, E I M z' 1'118" 11'/z' ® V V issued d -�' HEADER WITH RIGID HEADER WITH RIGID E ate description INSULATION F'ER SCHEDULE 032"20ga.ALUM.DRIP EDGE INSULATION PER SCHEDULE 032"20ga.ALUM.DRIP EDGE o WITH KYNAR 500 FINISH WITH KYNAR 500 FINISH ¢ 1 03/15/19 Issued for Construction N O % V5 2'-111%' %'I %' Z5 2'11�is" 5 2" 2'-111is" 8' 514 X 3)/2"HARDIE TRIM BOARD 514 X 3Y"HARDIE TRIM BOARD z o �s o o6 06 SELF-ADHERED ICE&WATER SELF-ADHERED ICE&WATER N T N T MEMBRANE AT ALL TRANSITIONS, MEMBRANE AT ALL TRANSITIONS, �T EXTEND UP WALL 4"MIN. T�� EXTEND UP WALL 4"MIN. COMPATIBLE SEALANT 31= COMPATIBLE SEALANT VINYL WINDOW VINYL WINDOW o Fr_5_"�. BOARD & BATTEN - WINDOW HEAD DETAIL 3 LAP SIDING - WINDOW HEAD DETAIL M 6'-11Y4" A8.01 SCALE: 3" = 1'-0" A8.01 SCALE: 3"= 1'-0" + T VINYL WINDOW VINYL WINDOW PAINTED POPLAR WOOD PAINTED POPLAR WOOD SELF-ADHERED FLASHING.(TYP. SELF-ADHERED FLASHING.(TYP. title SILL: COLOR AS @ ALL WINDOWIDOOR SILLS). SILL: COLOR AS @ ALL WINDOW/DOOR SILLS). SELECTED BY OWNER. SELECTED BY OWNER. WINDOW p COMPATIBLE SEALANT COMPATIBLE SEALANT T SCHEDULE 032"20ga.ALUM.DRIP EDGE ✓ 032"20ga.ALUM,DRIP EDGE WITH KYNAR 500 FINISH & DETAILS -- ��-WITH KYNAR 500 FINISH - COMPATIBLE SEALANT 514 X 3 "HARDIE TRIM BOARD COMPATIBLE SEALANT 514 X 3%"HARDIE TRIM BOARD /z z SELF-ADHERED ICE&WATER 7&8/A8.01 6/A8.01 SELF-ADHERED ICE&WATER MEMBRANE ATALL TRANSITIONS, +G 2X6 WOOD STUDS WITH MEMBRANE AT ALL TRANSITIONS, 2X6 WOOD STUDS WITH �- COMPATIBLE SEALANT 7&8/A8.01 G R-21 BATT INSULATION R-21 BATT INSULATION + drawn by: --- COMPATIBLE SEALANT FIBER CEMENT LAP SIDING = checked by: --- CONTINUOUS VAPOR CONTINUOUS VAPOR Y8" EXTERIOR GRADE e CONTINUOUS AIR&WATER J BARRIER AND/"GYP.BID, PLYWOOD SHEATHING BARRIER AND/"GYP.BID. RESISTIVE BARRIER %' 2'-118" 5%" 2'-11 e" Y' scale: AS NOTED v 34"X 2%"FIBER CEMENT TRIM %"EXTERIOR GRADE o Q project number: 10002 BATTENS OVER%e'PANELS PLYWOOD SHEATHING �, G N scaled inch JCONTINUOUS AIR&WATER 0 RESISTIVE BARRIER sheet number U BUILDING D Z 4 BOARD & BATTEN - WINDOW SILL DETAIL 2 LAP SIDING - WINDOW SILL DETAIL 1 RESIDENTIAL BUILDING WINDOW TYPES 0 A8.01 SCALE: 3" = 1'-0" A8.01 SCALE: 3"= 1'-0" A8.01 SCALE: 1/2"= 1'-0" @ H 4H A8 ,001+ + + + + 9m 0 �— N \ I I I i L J - \( ®®—► --o—QD�- --- 1 11'41 I,I1IIIIII'IIIi10 \\ \ ''414"II1IIIIII IIIIIIIIIIII _ rII5- -I- �-- --------IIII _ - _-- I_ _ ___ ------- 14 TREADS LANDING , I,III,I�II'� 3A9�.00 kO BEA TO-�/T\q.Y�- "H� AF RNVE� 2E'` �N YO'c C0� .kp,Or :Ce� ��QT O� O`o.Ca w � m C:. �.- :e.- co O DN Cl) RCITECTLLu°P 3 A9.00 NEW YORK I MARYLAND 1300 Walt Whitman Road, New York, , 11 7 4 740 p: (631)300-1010 LL14 r 1i ii owner/developer------------------------------------- ----------- - --------------- Conifer Realty 1000 University Avenue Suite 500 Rochester, NY 14607 %"x 1 %s'PAINTED POPLAR HAND 585.324-0500 RAIL MOUNTED TO WALL,SEE SPECS 2TAIR B8 SECOND FLOOR PLAN civil engineer A9.00 SCALE: 1/4"= 1 -0" LKMA/ 437 &405 J 1H I I I South Country oad \ 1�/ Brookhaven, NY 1719, 1 Y"x 1'Ys"PAINTED POPLAR �5. „ 631.286.8668� HAND RAIL MOUNTED TO LANDING OPPOSITE WALL BEYOND, SEE SPECS m.e.p. &f.p. M/E Engineering, P.E.. 150 North Chestnut Street I= MEN b, Rochester, NY 14604 585.288.5590 structural engineer 3 /A9.00 3�A9.00 TDM Consulting Engineering UP 550 North Count Road,Suite EFE Saint James, NY 11780 631.686.5234 am ENO 1-0" _ 7_____rL_____ J I 7 - -------- ------------ - ------ — ------------ ey ,U L 1 Y"x 1 %sPAINTED POPLAR HAND TRUE C/ CONT.WOOD 2x12 SOLID STAIR B8 FIRST FLOOR PLAN RAIL MOUNTED TO WALL,SEE SPECS NORTH WOOD STRINGERS WITH SOLID WOOD TREAD AND 1'-0" RISERS(TYPICAL) AOSCALE: 1141 0 LANDING 14TREADS11'-8" 2- " ALF HEIGHT WALL WITH PAINTED WOOD CAP J, U ffi -W W-1 MIUM)- -------- ------------ 3 STAIR B8 SECTION project A9.00 SCALE: 1/2" = 1 -0" VINEYARD VIEW DNA3 /A9.01 3 A9.0 County Road 48 Greenport, NY 11944 R�L� 2iL� 7-71- ---- - - ---------------- ------ —-—-—-—-—-—-—-—- seal RED A4 P�pRE I/y w I PAINTED POPLAR nrvD RAIL MOUNTED TO WALL, SPECS 5 STAIR C3 - SECOND FLOOR PLAN A9.00 SCALE: 112" = 1 -0" 2142 7'-6a" 5'41' O E issued date description =- iUU ---------- ------ + --- 1 03/15/19 Issued for Construction 6HALF HEIGHT WALL WITH OPEN STAIR, HALF HEIGHTPAINTED WOOD CAP WALL AND PAINTED WOOD CAP UP 1Y"x 1'Y16"PAINTED POPLAR ILI HAND RAIL MOUNTED TO OPPOSITE WALL BEYOND, 3 A9.01 3 A9.011 Y2"x 1 /s'PAINTED POP SEE SPECS HAND RAIL MOUNTED TO WALL,SEE SPECS -- -------- -------------------------------------- _-__-_------------------------------------------------------ oz • oN� e '\. 0 ►,' � \ \ \1-0 / -/----- HALF HEIGHT WALL WITH PAINTED WOOD CAP STAIR C3 FIRST FLOOR PLAN SCALE: 1/2"= 1'-0" ® — ' �.) ti title e" Y .BD.AT UNDERSIDE OF T INGERS IN CLOSET S B TQUA IILR PLAN S, FASTEN TO WOOD co CLEARBLOCKING IN WALL SECTIONS 1/'x 1>/sPAINTED POPLAR CONT.WOOD 2x12 SOLID / HAND RAIL,SEE SPECS DETAILS WOOD STRINGERS WITH / SOLID WOOD TREAD AND RISERS(TYPICAL) &M LU SNOLID WOOD TREAD FASTEN TO WO o 7 ADRISER(TYPICAL) BLOCKING 0 drawn by: ---aN checked by: --- BRACKET,SEE SPECS-MIN.6" scale: AS NOTED FROM END OF RAIL (MAX.5'-0"O.0PLAN project number: 10002 CONT.WOOD 2x12 ESCUTCHEON WITH SET SCREW scaled inchNOMINAL SOLID WOOD STRINGER(TYPICAL) FACE OF WALL sheet numbero STAIR C3 - SECTION SECTION U 6 A9.00 SCALE: 1 = 1'-0DINGD_ 11 7 DETAIL - TREAD AND RISER 8 RESIDENTIAL RAILING A9.00 SCALE: 1-1/2"= 1'-0" A9.00 SCALE: 3"= 1'-0" I 0 IFN 21'-4" 101-0.1 6,-6„ LANDING j I HALF HEIGHT WALL WITH ------ ------------------------------------------------------------ BEATTY HARVEY COCO PAINTED WOOD CAP I I I I I I I I I I I I I I ARCHITECTS , L L P I I I I I I I I I I I I I i I I NEW YORK 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 I 1300 Walt Whitman Road, New York, 11747 A I I I I I I ® I I I I I I I I DN i q p: (631)300-1010 I I I I I I "' I owner/develop er I I I I I I I I I I I I I I I ® 6 1 A9.00 1 Y"x 1'YConifer Realty PAINTED POPLAR I 6/A9.00 y I I I I I I I � I � I I I I HANDRAIL MOUNTED TO 1'0" I 1.0 1000 University Avenue Suite 500 WALL,SEE SPECS i i i i i i Rochester, NY 14607 585.324-0500 civil engineer 7-24' 11'-6" T-52' , L KM A 14 TREADS 437 &405 2 STAIR C4 - SECOND FLOOR PLAN South Country Road Brookhaven, NY 11719 631.286.8668 A9.01 SCALE: 114" = 1'-0" m.e.p. &f.p. 11'-13" 5'-0" T-54' ;i M/E Engineering, P.E. �1_ LANDING I R 150 North Chestnut Street -------_ / -t= Rochester, NY 14604 - -- -- -- -- i, 585.288.5590 I I I I I I I I I I I I I I OPEN STAIR, HALF HEIGHT , I I I I I I I I I I I I I structural engineer WALL AND PAINTED WOOD CAPI I I I I I I I I I I I I I TDM Consulting Engineering I I I I I I ® 550 North County Road,Suite E bo Saint James, NY 11780 6 I A9.00 UP 61 A9.00 631.686.5234 I I I I I I I I I I I I M I I I I I I I I I I I I I _ ------------------------------------ L -- ----------------------------� I I I I I I I I I I I --- - - - -- - ------------------------------ I I I I I I I I I I I I I I I I I I I I I i I I I I I I I p --- ----------- ----------------------------------- key � � e ----- - - -- - - - ------- ------------------------------------------------------------------------- TRUE------ - - -------------------- r------------------------------� NORTH I I „, 23'-111' 1 STAIR C4 - FIRST FLOOR PLAN o 0 A9.01 SCALE: 1/4" = 1'-0" ' o o - 0 project VINEYARD VIEW D D County Road 48 Greenport, NY 11944 I I I I � 1 V I I seal ' 1 1.i L L - - - - - - - - RED Aqc PORE i, rl T �- FL 11 �y� P 21422 �pQ' \ � FBF NE`N F I E issued date description 0 i 1 03/15/19 Issued for Construction LA HALF HEIGHT WALL WITH �— \ PAINTED WOOD CAP \ 0 M \ 04 \ 1%"x 1'X16"PAINTED POPLAR \`\ HAND RAIL MOUNTED TO OPPOSITE WALL BEYOND, SEE SPECS F t ' ` title PAINTED POPLAR CAP 7E] STAIR PLANS - ` SECTIONS �° & DETAILS o S bo 7 drawn by: --- i 0 checked by: --- N \ scale: AS NOTED ` ; project number: 10002 ------------ ------- J'J T a K .—�' w scaled inch O sheet number U O U z 3 STAIR C4 - SECTION BUILDING D A9.01 SCALE: 1/4"= 1'-0" +- 9 �+ + A9 * 01 8 .... .. . LP BATHROOM ACCESSORY LEGEND PLUMBING FIXTURE LEGEND _ N ��r Q' TAG DESCRIPTION TAG DESCRIPTION ® _p. . ,, + '`;` OTOILET PAPER DISPENSER 1❑ TOILET OSHOWER CURTAIN ROD 2❑ ACCESSIBLE TOILET O30"FRAMED VANITY MIRROR (UNLESS NOTED AS 36"WIDE MIRROR) 3❑ WALL MOUNTED ACCESSIBLE TOILET 4O RECESSED MEDICINE CABINET ® COUNTERTOP WITH BUILT IN LAVATORY B E A T T Y HARVEY C O!,!,:O 50 24"TOWEL BAR 5❑ WALL MOUNT ACCESSIBLE LAVATORY ARCHITECTS , L L P NEW YORK I MARYLAND O1Y4"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 El SINGLE HANDLE LAVATORY FAUCET -f-- owner/developer 8O PIPE GUARDS ® SINGLE HANDLEITUB FILL SHOWER HEAD Conifer Realty 1000 University Avenue Suite 500 10 SOAP DISPENSER90 KITCHEN FAUCET Rochester,NY 14607 585.324-0500 11 PAPER TOWEL DISPENSER&WASTE RECEPTACLE 10 SERVICE SINK FAUCET <12> COAT HOOK 11 ACCESSIBLE ROLL-IN SHOWER ENCLOSURE civil engineer LKMA NOTES: 12 TUB&SHOWER ENCLOSURE 437&405 1. REFER TO SPECIFICATION 102800 RESIDENTIAL ACCESSORIES BATHROOM. South Country Road Brookhaven, NY 11719 2. PROVIDE BLOCKING AT ALL ACCESSORY LOCATIONS. 13 631.22886..86688668 ELONGATED TOILET SEAT 3. MIRROR SAFETY GLAZING PER SPECIFICATION.MIRRORS TO BE MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING 14 ELONGATED TOILET SEAT WITH OPEN FRONT m.e.p. &f.p. SUPPORT. 15 CUSTODIAL SERVICE SINK M/E Engineering, P.E. PORCELAIN TILE NOTES: I B 150 North Chestnut Street FFEXCEPTIONa, VANITY NOTES: 1. CEMENT BOARD OR EQUIVALENT MOISTURE-RESISTANT BACKING MATERIAL 16 FLUSHOMETER Rochester, NY 14604 UND FLOOR APARTMENTS VANITY BASE CABINETS SHALL BE INSTALLED ON ALL WALLS BEHIND TUB&SHOWER ENCLOSURES 585.288.5590 EMOVABLE PER A117.1-2009 SECTION 1003.11.2.2. COMPOSED OF TILE OR PANEL ASSEMBLIES WITH SEALED JOINTS. 17 POSI-TEMP VALVE a,b&c. PAPER-FACED BACKER BOARDS SHALL NOT BE USED. structural engineer INETRY SHALL BE REMOVED WITHOUT REMOVAL NOTES:LACEMENT OF THE LAVATORY. 1. REFER TO SPECIFICATION 224000 PLUMBING FIXTURES. TDM Consulting Engineering OR FINISH SHALL EXTEND UNDER THE CABINET. 2. ALLOW INSPECTION OF ALL PLUMBING FIXTURES. 550 North County Road,Suite E C. THE WALLS BEHIND AND SURROUNDING THE CABINET 3. PROVIDE APPROVED SUBMITTAL TO THE OWNER AND INFORM THEM Saint James, NY 1 1780 SHALL BE FINISHED. IMMEDIATELY AFTER INSTALLATION. 631.686.5234 NOTE: ALL GROUND FLOOR APARTMENT BATHROOMS SHALL MEET THE CRITERIA OF A"TYPE A Al 17.1-2009"BATHROOM. key N PLAN 5'1 a" 7-0" IS i _IL L---------------- -----------J 0' r-----� - - I I 8 N N 6"x24"SOLID BLOCKING i - FOR FUTURE INSTALLATI N 2 L-----J TRUE ° OF GRAB BARS 4 , i i project 7 VINEYARD VIEW 3 I 10A10.00 8 5 co I 5 7 1'3" I i' TWO(2)6'40"SOLID BLOCKING i 5 9 11 i, ---------+- D ti 4'-0" 5 o �' 7 FOR FUTURE INSTALLATION � - LJCounty Road 48 MIN. // / 4 OF GRAB BARS - 1 ------------------� 4'-0"MIN. 5 N ,� 2,_6" 4 Greenport, NY 11944 \ LJ� 4 MIN. 1 seal Z7ZS \ 5 w 12 I o - o ` 10 o M o \\ 0 12 g <y 7 ,1 2\ / I N 1 1 � i \ IFF__ 6"x48"SOLID BLOCKING FOR FUTURE 6"x48"SOLID BLOCKING FOR FUTURE 6"x30"SOLID BLOCKING FOR FUTURE 1' 3'-0" 7-6- INSTALLATION OF GRAB BARS INSTALLATION OF GRAB BARS INSTALLATION OF GRAB BARS F T-1 " aE issued date description 10 BATHROOM-D ELEVATION 10 9 BATHROOM-D ELEVATION 9 8 BATHROOM-D ELEVATION 8 7 BATHROOM-D ELEVATION 7 6 BATHROOM-D FLOOR PLAN1 03/15/19 Issued for Construction 0 2 07/01/19 Project Bulletin #4 A11J.00 SCALE: 1;2" = 1'-0" A10.00 SCALE: 112" = 1'-0" A10.00 SCALE: 112" = 1'-0" Al 0.00 SCALE: 112"= 1'-0" A10.00 SCALE: 112"= 1'-0" 6-14' 51.0" II it L-------------------------------J Q A lf� 1 6"x24"SOLID BLOCKING FOR FUTURE INSTALLATION 2 OF GRAB BARS i title 4 BATHROOM r---- --2-----------------� 5 PLANS 3 rs 5 VANITY BASET BE / 7 5 A10.00 3 4 / I L---- ------------- ---- REMOVABLE PER NOTES I ' 1 I ; ELEVATIONS 5 I 7 C ON 10-SERIES WGS. l'-3" ,' TWO(2)6"x30"SOLID BLOCKING o ; 4 4 I , , 5 / ' � � � o ,, �/' 7 FOR FUTURE INSTALLATION `� �' � ' �` � & DETAILS MI 4 N OF GRAB BARS 1 i 4 2'-9" � 4'-0"MIN. 5 �' 2'-6" MIN. 7 �-------------------- -------- �- ''--- ---, \ 4 I r ------------- 24 - �.��0OMM 5 drawn by: --- 8 \\ -=-,4{" �JJ��/J I , � � checked by: / \ 10" n ` °' { --- ---------- scale: AS NOTED \ N CD m4 0 12 8 } 1 ' project number: 10002 711 N 12 scaled inch o \��\ 1 `\ 1'-e" 3,N. 2,�„ 32° 2'-82" sheet number U 6"x48"SOLID BLOCKING FOR FUTURE 6"x48"SOLID BLOCKING FOR FUTURE 6"00"SOLID BLOCKING FOR FUTURE INSTALLATION OF GRAB BARS INSTALLATION OF GRAB BARS ,� INSTALLATION OF GRAB BARS BUILDING D 5 iATHROOM-6B ELEVATION 5 4 BATHROOM-6B ELEVATION 4 3 BATHROOM-6B ELEVATION 3 -� 2 BATHROOM-6B ELEVATION 2rl'N� BATFRO�M-6B FLOOR PLAN A10.00 SCALE: 112" = 1'-0" A10.00 SCALE: 112" = 1'-0" A10.00 SCALE: 112" = 1'-0" A10.00 SCALE: 1/2"= 1'-0" A10.00 SCALE: 112" = 1'-0" CIO i �__ H A 10 ,900 9 4 66II BATHROOM ACCESSORY LEGEND PLUMBING FIXTURE LEGEND TAG DESCRIPTION TAG DESCRIPTION tit 1❑ O TOILET PAPER DISPENSER TOILET ,it '3t3t O SHOWER CURTAIN ROD � ACCESSIBLE TOILET O30"FRAMED VANITY MIRROR (UNLESS NOTED AS 36"WIDE MIRROR) 3❑ WALL MOUNTED ACCESSIBLE TOILET /^ 4 ORECESSED MEDICINE CABINET ® COUNTERTOP WITH BUILT IN LAVATORY B E A TT Y HARVEY COC O 5 24"TOWEL BARWALL MOUNT ACCESSIBLE LAVATORY ARC H I T E C T S , LLP 5 O � NEW YORK j MARYLAND O 1 y"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 70 SINGLE HANDLE LAVATORY FAUCET owner/developer O PIPE GUARDS ® SINGLE HANDLEITUB FILL SHOWER HEAD Conifer Realty 1000 University Avenue Suite 500 10 SOAP DISPENSER 90 KITCHEN FAUCET Rochester,NY 14607 585.324-0500 11 PAPER TOWEL DISPENSER&WASTE RECEPTACLE 10 SERVICE SINK FAUCET civil engineer <9> 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 M/E Engineering, P.E. ORCELAIN TILE NOTES: B 150 North Chestnut Street FrL LE VANITY NOTES: 16 FLUSHOMETER Rochester, NY 14604 CEMENT BOARD OR EQUIVALENT MOISTURE-RESISTANT BACKING MATERIAL OUND FLOOR APARTMENTS VANITY BASE CABINETS SHALL BE INSTALLED ON ALL WALLS BEHIND TUB&SHOWER ENCLOSURES 585.288.5590 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,b&c. PAPER-FACED BACKER BOARDS SHALL NOT BE USED. structural engineer ABINETRY SHALL BE REMOVED WITHOUT REMOVAL NOTES: EPLACEMENT OF THE LAVATORY. 1. REFER TO SPECIFICATION 224000PLUMBING FIXTURES. TDM Consulting Engineering LOOR FINISH SHALL EXTEND UNDER THE CABINET. 2. ALLOW INSPECTION OF ALL PLUMBING FIXTURES. 550 North County Road,Suite E ALLS BEHIND AND SURROUNDING THE CABINET 3. PROVIDE APPROVED SUBMITTAL TO THE OWNER AND INFORM THEMSaint James, NY 11780 L BE FINISHED. IMMEDIATELY AFTER INSTALLATION. 631.686.5234 ��. NOTE: ALL GROUND FLOOR APARTMENT BATHROOMS SHALL key MEET THE CRITERIA OF A"TYPE A A117.1-2009"BATHROOM. N PLAN I 0 N� TRUE a project VINEYARD VIEW County Road 48 Greenport, NY 11944 seal 1 cn BOE E I E issued date description 1 03/15/19 Issued for Construction Z!aj 2 07/01/19 Project Bulletin No.4 1'-6t.. I I I I I I I I I I I Q0�r_'F Cl) F I I I} I I I I 6"x24"SOLID BLOCKING FOR INSTALLATION OF GRAB BARS 4 I rl ---� title "� BATHROOM 3-4" 4 II II oI O 2 3 5 ;I � ! ; PLANS, -� J ELEVATIONS 3 , 7 max.16'max. ---- 6 ' 5 A10.01 3 - --------- � � I 4'-0" 5 7 — i--rg� 1 4 ; MIN. 5 4'-0"MIN. i i & DETAILS 2'9" 6 NN2'-6" 5 ,� 4'1 5 � MIN. �l 6 5 M N. P �/ - - - \�� 2 4 --- + drawn by: <6>-J -- checked by: -- MMb� o scale: AS NOTED U r N N 3 J a� L 1 --_— project number: 10002 Lli 7" N 11 11 `� 11 scaled inch 0 24 1 ` T-0' T-6, U sheet number U6"x54"SOLID BLOCKING FOR7_1a" 6"x48"SOLID BLOCKING FOR 6"x30"SOLID BLOCKING FOR 6"x48"SOLID BLOCKING FOR _ INSTALLATION OF GRAB BARS INSTALLATION OF GRAB BARS INSTALLATION OF GRAB BARS INSTALLATION OF GRAS-VARSBUILDING D 5 BAT-H.PZOOM-DAI ELEVATION 5 4 BATHROOM-DA ELEVATION 4 3 BATHROOM-DA ELEVATION 3 k� 2 BATHROOM-DA(ELEVATION 2 1 BATHROOM-DA FLOOR PLAN A10.01 SCALE: 1/2" = 1'-0" A10.01 SCALE: 1/2" = 1'-0" A10.01 SCALE: 112" = 1'-0" A10.01 SCALE: 1/2" = 1'-0" A10.01 SCALE: 112"= 1'-0" N V' O LING FINISH SCHEDULE 1.ICEMENTTBOARD OR EQUIVALENT MOISTURE-RESISTANT BACKING MATERIAL SHALL BE INSTALLED ON ALL WALLS BEHIND TUB&SHOWER ENCLOSURES COMPOSED OF TILE OR PANEL ASSEMBLIES WITH CAULKED JOINTS. 09 30 00-TILING PAPER-FACED BACKER BOARDS SHALL NOT BE USED. TAG APPLICATION MANUFACTURER DESCRIPTIONFLOORING 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 B E A T T Y HARVEY COC O 4. CONTRACTOR SHALL FINISH COMPLETE ALL AREAS UNDER DOORS,AT THRESHOLDS,AROUND ANY FLOOR A R C H I T E C T S , L L P SIZES: 12"X12"FLOOR TILE APPURTENANCES BY OTHERS TO PROVIDE A SMOOTH TRANSITION AND ELIMINATE ALL TRIPPING HAZARDS. 5. CONTRACTOR SHALL PERFORM A BOND TEST IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS PRIOR NEW YORK I MARYLAND 09 6513-RESILIENT BASE AND ACCESSORIES TO INSTALLATION OF NEW FLOORING. 1300 Walt Whitman Road, New York, 11747 A TAG APPLICATION MANUFACTURER DESCRIPTION 6. FURNISH AND INSTALL STAINLESS STEEL TRANSITION STRIP AT ALL TRANSITIONS BETWEEN CARPET AND A p: (631)300-1010 MATERIAL: 4"HIGH VINYL WALL BASE PORCELAIN TILE. 4 owner/developer 7. ALL INTERIOR FLOOR FINISHES TO COMPLY WITH SECTION 804 OF THE NYS BUILDING CODE. ALL FLOOR FINISH 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 585.324-050 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 Brookhaven, NY 11719 BULK STORAGE COLOR: MALTED EMBLEM X4795 631.286.8668 ROOMS I TYPE: INA 09 6519 - RESILIENT TILE FLOORING m.e.p. &f.p. TAG APPLICATION MANUFACTURER DESCRIPTION �E M/E Engineering, P.E. FIRST FLOOR MATERIAL: VINYL PLANK FLOORING 1 150 North Chestnut Street Rochester, NY 14604 BEDROOMS, STYLE: TIMBER 585.288.5590 VPF-1 KITCHENS,AND FLCORFOLIO COLOR: 636-672 structural engineer LIVING ROOMS TYPE: 18MIL WEAR LAYER TDM Consulting Engineering 09 68 00 -CARPETING 550 North County Road,Suite E TAG APPLICATION MANUFACTURER DESCRIPTION Saint James, NY 1178 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 NORTH 0 C I MATERIAL: NYLON CPT-1 SECOND FLOOR MOHAWK GROUP STYLE: LIVING QUARTERS BEDROOMS COLOR: SUMATRA BLEND 852 O TYPE: BROADLOOM .i MATERIAL: NYLON DD CPT-2 STAIRS J&J INVISION STYLE: BOULEVARD COLOR: PENNY LANE 1520 TYPE: ENCORE BCF 09 9123 -INTERIOR PAINTING TAG APPLICATION MANUFACTURER DESCRIPTION ___ _ -------- ______________________. ________ ____ project I --------------------------------------- MATERIAL: 4.LINE OF COLOR: NATURAL CHOICE SW7011 SUPPORT ROD 12" IA.LINE OF SHELF 20" VI N EYA R D VIEW PT-1 WAILS SHERWIN-WILLIAMS 2A.LINE OF BRACKET _______- __ I- FINISH: FLAT MAXIMUM SPAN FOR ROD& ] ---------"-"-------- z r -----------------------------"---------- g TYPE: LATEX SHELF. PROVIDE ADDITIONAL e a ao SUPPORT BRACKETS o > o D MATERIAL: o MAXIMUM SPAN FOR ROD& w + 2.LINE OF BRACKET w w LL "-� DOORS,DOOR LL LL SHELF. PROVIDE ADDITIONAL -___-_ w LL County Road 48 PT 2 FRAMES AND STAIR SHERWIN-WILLIAMS COLOR: EXTRA WHITE 7006 _____-_--_--"-_-_ SUPPORT BRACKETS Greenport, NY 11944 STRINGERS FINISH: SEMI-GLOSS 3.LINE OF ROD PROVIDE BLOCKING -" PROVIDE BLOCKING AT ALL SHELF seal TYPE: LATEX AT ALL SHELF SUPPORTS MATERIAL: _________ __= SUPPORTS =___=____ __---- _ RED ARC BATHROOMS, COLOR: NATURAL CHOICE SW7011 CLOSET COMPONENTS - W�S�P.�ORE G. PT 3 KITCHENS,AND TRIM SHERWIN-WILLIAMS 1.SHELF(BEDROOM&COAT) FINISH: SEMI GLOSS • MANUF:CLOSETMAID 2'-0"[24"] 2'-0"[24"] O �1 TYPE: LATEX • MODEL:SUPERSLIDE SHELF I` MATERIAL: • 12"DEEP x WIDTH * I COLOR: NATURAL CHOICESW7011 ((INYLDCVERIFY FULL OATEDWIREVEOCLOSET PLAN DETAIL LINEN CLOSET PLAN DETAIL VENTILATED a © � CLP-1 CEILINGS SHERWIN-WILLIAMS • COLOR:WHITE �y �2 42 Q' �O FINISH: FLAT 1A.SHELF(LINEN) _ T F NE� TYPE: LATEX • MANUF:CLOSETMAID 09 97 23 -CONCRETE AND MASONRY COATINGS • MODEL:CLOSE MESH SHELF• 20"DEEP x WIDTH E TAG APPLICATION MANUFACTURER DESCRIPTION (FIELD VERIFY FULL CLOSET WDTH) E issued date description + • VINYL COATED WIRE VENTILATED SHELVING MATERIAL: CONCRETE SEALER • COLOR:WHITE 1 03/15/19 Issued for Construction CS 1 TELCO AND WATER PPG PAINTS COLOR: PREMA-CRETE PLEX-SEAL CLEAR SEALER 2.BRACKET SERVICE ROOMS FINISH: MATTE • MANUF:CLOSETMAID TYPE: • 12"DEEP • (FIELD VERIFY FULL CLOSET WIDTH) I FINISH TAG KEY • VINYL COATED WIRE VENTILATED SHELVING i i 1.SHELF • COLOR:WHITE `r i • NOTE:PROVIDE BRACKET SUPPORTS AS I i 12" 1'8"[20'1 CEILING REQUIRED TO MAINTAIN A 36"MAXIMUM i j i 1A.SHELF WALL UN-SUPPORTED LENGTH FOR SHELF SPAN AND AT EACH END OF SHELF i 2.BRACKET BASE2A.BRACKET 1.SHELF FLOOR • MANUF:CLOSETMAID - 1A.SHELF • 20.5"DEEP 12" i ;; • (FIELD VERIFY FULL CLOSET WIDTH) i !i 4.ROD i 2A.BRACKET STORAGE ACCESSORIES • VINYL COATED WRE VENTILATED SHELVING i u SUPPORT • COLOR:WHITE 2.BRACKET ❑ FULLY ACCESSIBLE BEDROOM&COAT CLOSET WITH WIRE MESH SHELVING,SUPPORT BRACKETS AND • NOTE:PROVIDE BRACKET SUPPORTS AS i F Al REQUIRED TO MAINTAIN A 36"MAXIMUM i - - '' 1 1A.SHELF q F -f- RODS,SEE DETAIL 1/A11.00 UN-SUPPORTED LENGTH FOR SHELF SPAN AND i [ - i 3.CLOSET ROD J 2A.BRACKET + AT EACH END OF SHELF i !i ! ¢ ; ❑ TYPICAL BEDROOM&COAT CLOSET WITH WIRE MESH SHELVING,SUPPORT BRACKETS AND RODS,SEE 4.ROD = i a DETAIL 11A11.00 3.CLOSET ROD SUPPORT � ;; v • MANUF:CLOSETMAID 3.CLOSET ROD �_- OLL i 1A.SHELF q q • MODEL:SUPERSLIDE x 3FT;4FT;BFT;8FT i 0 �' i i title TYPICAL BEDROOM&COAT CLOSET WITH WIRE MESH SHELVING,SUPPORT BRACKETS AND RODS SEE ;; ;; ! ! Cl) ;; 2A.BRACKET B1 (FIELD VERIFY LENGTH) m DETAIL 1/Al 1.00 • 314"DIA.TUBULAR STEEL • EPDXY COATED STEEL i ! ,_-"____--_-__-_-_____------___ MILLWORK AND TRIM • COLOR:WHITE 1 POPLAR WINDOW STOOL W// x 3/ POPLAR APRON. 4' Y2" 4.ROD SUPPORT l 0 2A.BRACKET N FINISH SCHEDULE O PAINTED FINISH COLOR:DOVER WHITE • MANURCLOSETMAID l v N • MODEL:SUPERSLIDE J-BRACKET CLOSET ROD WINDOW TREATMENTS SUPPORT & CLOSET DETAILS I; ---- ' (FIELD VERIFY LENGTH) I - - - - - 1 HORIZONTAL LOUVER BLINDS @ WINDOW AS SPECIFIED IN PROJECT MANUAL,SECTION 122113. RESIN • COLOR:WHITE • NOTE:PROVIDE ROD SUPPORTS AS REQUIRED TO G MAINTAIN A 36"MAXIMUM UN-SUPPORTED LENGTH A� ACCESSIBLE APT. CLOSET SECTION DETAIL rA2 TYPICAL APT. CLOSET SECTION DETAIL B� 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: checked by: --- GENERAL FINISH NOTES: CL 1.ALL INTERIOR WALL AND CEILING FINISHES TO COMPLY WITH SECTION 803 OF THE NYS BUILDING CODE. ALL INTERIOR WALL AND CEILING FINISHES SHALL BE CLASS'C'RATING. scale: AS NOTED 2.ADD ALTERNATE BEDROOM CARPET SHAW"GO FOR IT"#702 IN PLACE OF MOHAWK GROUP LIVING QUARTERS 1 APARTMENT CLOSET DETAILS project number: 10002 "SUMATRA BLEND"852. 3.ADD ALTERNATE CEILING PAINT"BRIGHT WHITE"SW7011 IN PLACE OF"NATURAL TAN"SW7567. 11.00 SCALE: 314" = 1 -O" scaled inch Q 4.ADD ALTERNATE RESILIENT SHEET FLODRING"MUSTY MAJESTIC"X810 IN PLACE OF"MALTED EMBLEM"X4795. sheet number 0 0 TYPICAL APARTMENT NOTES: 0 U 1.ALL EXPOSED ELECTRICAL PANEL COVERS SHALL BE PAINTED TO MATCH THE ADJACENT WALL SURFACE.WHBUILDING D 2.ALL ELECTRICAL WALL SWITCHES AND OUTLETS SHALL BE DECORA STYLE FURNISHED IN WHITE WITH ITE a POLYESTER TRIMS. = 3.ALL HVAC DIFFUSERS AND RETURNS SHALL BE WHITE. a @A I 1 a� + 1 f CT 31 ql +6 gI g H • 7 N ZIL FINISH LEGEND o _ - 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 - --- - - CPT-1 NYLON CARPET-SUMATRA BLEND 852 B E A T T Y HARVEY COC O A R C H I T E C T S , L L P CPT-2 NYLON CARPET-PENNY LANE 1520 NEW YORK I MARYLAND PT-1 PAINT-NATURAL CHOICE SW7011 (FLAT) 1300 Wait Whitman Road, New York, 11747 PT-2 PAINT-EXTRA WHITE 7006 �A A p: - 1 owner/developer PT-3 PAINT-NATURAL CHOICE SW7011 (SEMI-GLOSS) Conifer Realty CLP-1 PAINT-NATURAL CHOICE SW7011 1000 University Avenue Suite 500 CS-1 CONCRETE SEALER Rochester, NY 14607 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. WE Engineering, P.E. R 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 TELCO&WATER COAT CLOSET BEDROOM BATHROOM SERVICE ROOM BATHROOM BEDROOM COAT CLOSET key CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 { PT-1 PT-1 PT-3 PT-3 PT-3 PT-1 PT-1 TRUE RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 NORTH BEDROOM VPF-1 VPF-1 VRF-1 CS-1 VRF-1 VPF-1 VPF-1 CLP-1 _d PT-1 �v O RB-1 VPF 1 - - - BEDROOM CLP-1 � BULKSTO RAGE ! PT-1 s CLP-1RB-1 �- PF-1 MECHANICAL I PT 1 • ° ° I o I ; i RB-1 r - MECHANICAL RB-1 -� ° • ROOM i project 1 MECHANICAL CLP 1 ROOM - ° d PT-3 VINEYARD VIEW CLP-1RB-1 it I PT-3 i I I VRF-1 RB-1 ! (5,k kM1%t dr,+ r � I ,x'sax�vna VRF 1 w BULK STORAGE k k Count Road 48 II ��*�k� _ CLP-1 y { k" PT_1 Greenport, NY 11944 BATHROOM - - / CLP-1 x -� FJ k � Ik seal , :, xx! 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I dxkkkiIII I-',�,�-�-�5x5\\•\\-�N,-`e,\-„�\•k\\_k�-`� ,�•.,�-d,o- � ,i 1 ir �kk •�,wkP„��Rx:,��S'�)kI -°i�d-��',•�k,�w�°,.��n k BAKTICCTpHLCTRP PTH-_3KITCHENz *1*1 CLP-1 RB_O31 3PTVRF- k L------- ------� S 1k E 1 ONM -{-- i .. 142EC2 VPF1 FNRB1 _ LP1O O E RB-1 E ssueate escrI,i.N �c t,yO 'oy0/n COAT CLOSET OO OO VPF-1 CLP- 1 03/15/19 Issued for C�' 1�] F o nsrt:r. uc tion PT_ SLIVING ROOMRB CLP-1 17 PTA ------- ------------- RB-1 ------ ------- ------- VPF-1 LIVING ROOM PT-CLP-1 UNIT NUMBER UNIT NUMBER UNIT NUMBERRB UNIT NUMBER 601 &701 602&702 603&703 I- 604&704 UNIT TYPE UNIT TYPE UNIT TYPE UNIT TYPE B7 C4 C4 C3 Ffl HI 1— i title • .d FIRST FLOOR d FINISH PLAN CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 drawn by: --- PT-1 --PT-1 PTA PT-1 PT-1 PT-3 PT-3 PT-1 PT-1 PT-1 PT-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 checked by: --- CL CPT-2 VPF-1 CPT-2 VPF-1 VPF-1 VPF-1 VPF-1 CPT-2 VPF-1 CPT-2 scale: AS NOTED ENTRY STAIRS STAIR LANDING STAIRS LIVING ROOM KITCHEN KITCHEN LIVING ROOM STAIRS COAT CLOSET STAIRS N project number: 10002 scaled me o sheet number L4 U PLANS, ELEVATIONS &SECTIONS 5kk zIIIIIzII I .x...>.... Ix .x.........., BUILDING D DRAWN FOR BUILDING 6D. 1 FIRST FLOOR FINISH PLAN BUILDING 7D IS OPPOSITE HAND OF A11.01 SCALE: 3/16”= 1'4' BUILDING 6D. m 2� j + 4 H • rn F_ • 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 A PT-1 PAINT-NATURAL CHOICESW (FLAT)7011 FLAT 1300 Walt Whitman Road, New York, 11747 � 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. 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 MECHANICAL MECHANICAL BEDROOM CLOSET BATHROOM BATHROOM CLOSET BEDROOM key CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 PT-1 PT-3 PT-3 PT-3 PT-3 PT-1 TRUE CB-1 RB-1 RB-1 RB-1 RB-1 CB-1 NORTH BEDROOM CPT-1 VRF-1 VRF-1 VRF-1 VRF-1 CPT-1 CLP-1 + PT-1 0 CB-1 O \\\ \\ \\\\\ BULK STORAGE CLP-1 — PT-1 \ 'r \ \ \ \ \ \ \ \ \ \ \ RB 1 \\\\\\\,\\\\\\ \\\\\\\\\\\\\\\ r/rix rr//i/ \\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ a rr rri/r / \\\\\\\\\\11 \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ VRF 1 / ri rr ri ri/'rr ri/ r rr'i /i it rix ri/ rix/ir/i ri 'r 'i /ir ri /i rix rrr it ri \\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\ \\\ \\ \\ \\ \\ \\ \\ \\\\\ \\ \\ \ \ \\\\` \\ \\ \\\\\ \` \\ \\\\\\ BEDROOM rr, rr,/i,r/,,rr,,ri,r r,i/,'r, �r,rr/ i,r/,rrrrrr/,, , r.,r/f rr,r/,rr,r �'\\\\\\\\\\\\\v\\\\.\\\\\\\�, \\\\\\\\\\\\\\\\ \\\\\\\\\\`\\\\\ \\\\\\\\\\\\ rrr r/,i/, /,rr,rrrri,r/, r,rr,/ri,rr,rr, rr/i,rr,rr,rrrrrr/rrr'ir \\\\\\\\\\\\\\\\\\\\\\\ \\ \` \ �\ \\ \\\\\\\\\\\\\\\\\ project MECHANICAL r/i rri ri rrr/i \\\ \\\\\\\`\\\\\`\\\\\\\\\\\` CLP-1 rrrrr/// /r \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \\ xi PT-1// ,r1, "I,,;r; VINEYARD VIEW r / / \\,\\\ CB-1 PT-3- ''r'/r�rrr/rrr,rr///r,rri/r/, I',\'\ \\\\"\\�\\\\\\\\\\`\\\�\\\\ \\ \\\\\\\\ \\\\\\\ �vtrrrr/rrir/rri/rrii ri r/i r//i rIi/r�//,//rrr \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\ ' CPT-1 Y /, 11r 1r/ r Y r/iYi/i i/ rr r, r/ /i RB / r / \\\\\ \\ r D HALLWAY County Road 48 F tr� ir/r,/////fir/r?/rr/ ' //r/ •\\\\\\\\\\\\\\\\\ .\\\\\\\\\ \\\\\\\\�\\\\\ \\\\\\\`\\\ / —_---—__ - CLP-1 Greenport, NY 11944 BATHROOM PT-1 rr/ r f I/., CLP-1 r /, /, rrr/ /xxxxxx In xx xxxxx , RB1 seal ED ' xxx. . xxxxxxxxx r / / r , xxxx, xxxxxx xx xxxxxx - _- J„aax x. xx xxxxxxL VPF-1 xxxxxx RB-1 �--- � x xxxxxx F� +Q I xxxxxxxxxxxxxx ��..�� w xx xxx xxxx Fxxxxx I Cy xxxxxxxxxxxxxx x VRF-1 xxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxx - I I , ,,,,�,,,,,,,��x�„ P • �, xacexxxaxx�a 1n,wr, xxxxxxxxxxx xxxxxx �,�„�,�y, sa�,+asrasW xx ^ xxxxxxxxxxxxxxxxxxxxxxxxxxxlx � M „ 111 xxxxxxxxxxx xxxxxx - w BATHROOM <v� � 00 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 5 y 5 S xw k k S K 5%5 R Nr X xxxxxxx xxx xxxxxx _ 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 ........... xxxxxxxxx 53 Yi✓K+k h.k 4Zhr R Ari xxxxxx xxx xxxxxx xxx xxxxxxxxxxxxxxxxxxxxxxx nxxxxxxxxxxxx \\ \\ \\ \\ \ vt++xswx.x�xra�x +r xxxxx xxxxxxx xxx xxx xxxxxxx xxxxxxx xxxxx xmu snx*.x,a.au+s��rosxxxxxxxxxxxxxxxxxxx xxxxxxxx xxxxxxxxxxx xxxxx xxxxxxxxxxxxx ^"�'�”*x"'""��"��'w cx.xxxxxxxxxxxxxxxxxxx I `\ \ xxxxx....x. .. � CLP-1 .... k'� 'f'k'4'k 'k +' + xxx xxxxxxx=xxxxxxxx xx xxx � _ xxx, xxxxxxx xaxxnraawxx.ro�n xxxxxxxxxx xx L \ � S. —,'s<'��*� �* PT-3 xx xxxxx xxxxxxxxxx xxx s xxxxxx xxxxxx _ — r k ' xx xxxxxx r_____ xxxx xxxxxxx xxxxxx ' I -- I ,I I I � I I xx xxxxxx) ,�xxxxxr xxxxx xxxxxxxx I \\ \\ \\ \\ I�xxsxxa xxI i xx xxxxxxx a.:x �r�ea ' xxx xxxxx xxxxx _ _ I I •\\\�\ \\ \\ I�`�` �` � '�x` VRF-1 COAT CLOSET xx'--_ xxxxain \ . \\L -- - — . r / \` ` \\ \ .' \\ \\ \\ \\ « 'C CLP-1 \\\ \\ \\ \\ / / r rrr \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ r -- _ -- —� \ xxx.x.xc u x x.s xxxxxxxxxx xxxxxxxx � \ \ \ \ \ \ \ N” "I \ \ \ \ \ PT-1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ O I �xx�ax.xxr,rann xxxxxxxxxx xxxxxxxx \' \� \� \ \ \ \ \ \ \ \ \ \ \ �` \\\�\ wx�nnxx.x�enxra+,x,xw�x wsx, xxxxxxxxxxxxxxxxxxx rL,�/ 1 1 S\ i\ \ �\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\11 BEDROOM RB-1 OO - IffY . \\\ \\\\\ \\, \ \\ \\ \\ \\ \\ \\ \ CLP-1 VPF-1 �— KITCHEN > L 1H xxxxxxxxxxxxxxxxxxx 1 1 I I �+�*xx��xro�xx�cs�+c��x�x+csx xxxxxxxxxxxxxxxxxxx I, I^ \ l\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \\ CPT-1 CLP-1 , \\\ \\ \\ \\ / r r/ / ' \\ \\ \\ \ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \`' 1 03/15/19 Issued for Construction - 1\ \\\\' \\ ��a�m.x+sxxx,xara4xaxxxxxxxxxxxxxxxxxxxx - I xxx.x x wx+uwm.xxxwxx xw+c xxxxxxxxxxxxxxxxxxx 1 L 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ RB-1 I \\ \\'\\ \\ \ ��x�ce�x��x�x,*�r�*�xx�ra+x+� xxxxxxxxxxxxxxxxxxx , /, /, // /, \\ \\ \\ \\ _,� 1 L *xxx.xx� xaxx x <xra xxxxxxxxxxxxxxxxxxx 1 L _/ STAIRS CLP-1 PT-1 _ _ - �/,: /�,r,/,1 \\ S\ 1 \� 4xx,x<m Kx<ar+ x.y+c.xrox<a x• xxxxxxxxx xxxxxxxxx i— �� 1 r,��l i � x<w x<�Mxx<rx, xaxMxx<�+.xxxxxxxxxxxxxxxxxxxx -^ I - j r r - - ,� CPT-2 4, LIVING ROOM /,rr r \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ i,'/ i / r / i r, ,,'/,' \\ ,,\ \\ \\ \\ \\ \ \\ \\ \\ \\ �\ \\ \\ \\ \\ � ,1� \\ \\ \ti, /, /, , /rrrrrr, /, /, , r, /, r, r, CLP-1 ''i_r� i r. \\ \\ \\ \\ \\ \\ \\ \ \\'\\ \\ \\ \\ \\ \\' . \\ \\ \\ \ r r / r / / r, / / / r / r / r / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ r.r r, / // /r /, /, r, , / r / / / /� / / \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ r r r rrr /r rrr // / I'll RB 1 J rrr / r/ r/ \\ \ \\\\\ \\\\\\\ \\\ \\\\\\\\\�\\\�\\`\\ \\\ \\\\\ti\ \\\�\\\ \\\\ rr rrr it/rix rrr'/ri rrirrrr rirrr/iri rrri //rr i/ it/err/r/ / r / / \\ \\ \\ \\ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ , r/ / r / 'ir / // rr // // / r rr / / / /r rrr /,' \\\\\\\\\ \\\\\\\\\\\ rix ri,rix rr riY I/,� rix rr r/ ri rr ri rr rr ri rix , r” r/,rix ri, UNIT NUMBER j 1 r1 r// IVV\\\\\\\\\\\\ `\\\`\\\\\\UNIT NUMBER N`\\\`\`\\\\\\\\\\`\``\\\ /,rf,/ r '/,',f, UNIT NUMBER ///;//,r/ ',r/rr'i,/ri, UNIT NUMBER +F \ \\ \\ \\ \ \\ \\ \\ \\ \\ \\ \ \\ \\ \\ /, rr /r r rr 'r r r r rr r r r r1 r _ 605&705 ! ( xxxxxxxxx \\\\\\\\\\\\ \\\\\\\\\ 602&702 \\\\\\\\\\\ \`\\\\\\\\\ /i ri ri ri ri ri,ri,/, 603&703 ,r/ /, / r/,/, r/ /,/ 604&704 — - I UNIT TYPE x \\\\\\\\\\\\\\\\\\\\\\ UNIT TYPE UNIT TYPE /rri/r 'rr'rr'//rr rr UNIT TYPE B8 C3 / r/ IIIc j title I SECOND FLOOR FINISH PLAN G G CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 drawn by: --- PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 PT-1 checked by: - RB-1 - RB-1 CB-1 RB-1 RB-1 CB-1 --- CPT-2 VRF-1 CPT-2 VPF-1 CPT-1 VRF-1 VRF-1 CPT-1 VPF-1 CPT 2 scale: AS NOTED STAIRS BULK STAIRS HALLWAY BEDROOM BULK BULK BEDROOM HALLWAY STAIRS U STORAGE STORAGE STORAGE project number: 10002 O } L U scaled me L Q o sheet number U ODD O PLANS, ELEVATIONS &SECTIONS g U I L D I N G D z DRAWN FOR BUILDING 6D. 1 SECOND FLOOR FINISH PLAN BUILDING 7D IS OPPOSITE HAND OF �.12 SCALE: 3/16" = V-0" BUILDING 6D. co H H A 11002 y _-__---- F CD KITCHEN COUNTER TOP&SHELVING SUMMARY KITCHEN APPLIANCE LEGEND PLUMBING FIXTURE LEGEND _ COUNTER TOP SHELVING TAG DESCRIPTION TAG DESCRIPTION (LINEAL FT.MIN.) (LINEAL FT.MIN.) cc, UNIT KITCHEN BEDS REQUIRED PROVIDED REQUIRED PROVIDED Q ELECTRIC RANGE 1❑ TOILET 601 B 2 B.R. 6.0' 10.0' 35' 46.5' O ACCESSIBLE ELECTRIC RANGE ] ACCESSIBLE TOILET 602 C 3 B.R. 7.0' 14.2' 40' 54.3' O DISHWASHER WALL MOUNTED ACCESSIBLE TOILET 603 C 3 B.R. 7.0' 14.2' 40' 54.3' ® ACCESSIBLE DISHWASHER ® COUNTERTOP WITH BUILT IN LAVATORY B E ATTY HARVEY COC O ARCHITECTS , L L P 604 C 3 B.R. 7.0' 14.2' 40' 54.3' 50 REFRIGERATOR5❑ WALL MOUNT ACCESSIBLE LAVATORY NEW YORK ( MARYLAND 701 C 3B.R. 7.0' 14.2' 40' 54.3' © ACCESSIBLE REFRIGERATOR © 25"STAINLESS STEEL KITCHEN SINK 1300 Walt Whitman Road, New York, 11747 AL_ I q p: (631)300-1010 702 C 3 B.R. 7.0' 14.2' 40' 54.3' O RANGE HOOD a SINGLE HANDLE LAVATORY FAUCET -1- owner/developer 703 C 3 B.R. 7.0' 14.2' 40' 54.3' ® SINGLE HANDLE/TUB FILL SHOWER HEAD Conifer Realty 1000 University Avenue Suite 500 704 C-ANSI 3 B.R. 7.0' 14.2' 40' 54.3' NOTES: El 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 THE OWNER AND INFORM THEM IMMEDIATELY AFTER INSTALLATION.ENSURE 13 ELONGATED TOILET SEAT Brookhaven, NY 11719 ENERGY STAR LABEL REMAINS ATTACHED TO PRODUCTS AND APPLIANCES. 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 150 North Chestnut Street 16 FLUSHOMETER Rochester, NY 14604 585.288.5590 17 POSI-TEMP VALVE NOTES: structural engineer 1. REFER TO SPECIFICATION 224000 PLUMBING FIXTURES. TDM Consulting Engineering 2. ALLOW INSPECTION OF ALL PLUMBING FIXTURES. 550 North County Road,Suite E 3. PROVIDE APPROVED SUBMITTAL TO THE OWNER AND INFORM THEM Saint James, NY 11780 IMMEDIATELY AFTER INSTALLATION. 631.686.5234 key N I PLAN II II � II II II II � IC II II I i\I II II I II II I II II I � II II I LL--------------- ----------=- 1'4" 1'-0" 2'-6" 2'-6" 2'-6" 1'-9" 1'-9" 1'-0" 7-6" 2-h 4'7" I I ;0 / O ----r---------- O o I N o �I I ------------ 6 TRUE p 7 \\ r Al2.00 7 1 project \ /T- \- L______ _ ___ _fly ___�_____J --_--- j N EE VINEYARD VIEW / 1 ---- -- --- -------r N (V mA \ / iv I I __-_--I_-_--- 6 9 I II I I \ ; p I I II _ = L---r-1'-----------II I =m 3 � 6 _ County Road 48 . . . Greenport, NY 11944 � ® � � seal---------------- I---- \ A C�%T 0 nl I I u n rJ 4. L--_-- 9 \ o III III ------------u--- L---- ------------ 1 �. ------- ------------------------------------ r (','1 ' 2'-0" 9" 2'-9" 2'-0" 4" 2'-0" 1'-8" 2'-6" 1'-8". 2'-0" 1'-9" 9" 7-0" E 7'-6 a" 9'-10" 4'-6" -� issued date description -�- Q 4 7'_7 4., _ I E r8_'� KITCHEN-C ELEVATION 8 7 KITCHEN-C ELEVATION 7 6 KITCHEN-C ELEVATION 6 5 KITCHEN-C FLOOR PLAN 4 1 03/15/19 Issued for Construction _ 2 01/07/19 Project Bulletin No. 4 Al2.OD 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" KITCHEN PER ICC A117.1-2009 7'-6" 2'-0" - T-0" 2'-9" 1'-6" 1'-9" 1'-0" 1'-0" 2'-0" 7-6" 2'-0" 1'-0" 1'-0" I Fr------------ O ------------ F N I0 0I I I _-____-_____J // \\ ti 11 I - 2 1" 2'i6" title 7'-7" 5 ---- / I \ / N iv ®A \ / CV I KITCHEN I I I I I I I 044 0 \ \ C � 0 5 5 PLANS L--- ---J I ELEVATIONS C? O � a, I ----� 3 I I C - c I . . . 600 99 6 _________ 4 Al2.00 2 & DETAILS --=- I ---------------- I I G drawn by: I ' o q o ; ; i checked by: --- _ Cl) =_ _ �"� I I ---------------J d I 3 --------- scale: AS NOTED o - project number: 10002 - -- - scaled inch Q a" 2'-0" 2'-9" 1'-6" 9" 2'-0" 2'-0" 1'-0" 7-6" 2'-0" 2'-0" -- 0 9-'0y4" sheet number 7'-6" I I OL---------------J U BUILDING D 4 KITCHEN-B ELEVATION 4 3 KITCHEN-B ELEVATION 3 2 KITCHEN-B ELEVATION 2 1 KITCHEN-B FLOOR PLAN 4 Al 2.90 SCALE: 112" = 1'-0" Al2.00 SCALE: 1/2" = 11-011 Al2.00 SCALE: 112" = 1'-0" Al2.00 SCALE: 112" = 1'-0" �. "TYPE"B" KITCHEN PER ICC A117.1-2009 co � - 6+ 8 - . N F c- -- - - V KITCHEN COUNTER TOP& SHELVING SUMMARY KITCHEN APPLIANCE LEGEND PLUMBING FIXTURE LEGEND COUNTER TOP SHELVING D ' (LINEAL FT.MIN.) (LINEAL FT.MIN.) TAG DESCRIPTION TAG DESCRIPTION , KITCHEN , UNIT TYPE BEDS REQUIRED PROVIDED REQUIRED PROVIDED Q ELECTRIC RANGE El TOILET 601 B 2 B.R. 6.0' 10.0' 35' 46.5' O ACCESSIBLE ELECTRIC RANGE � ACCESSIBLE TOILET 602 C 3 B.R. 7.0' 14.2' 40' 54.3' 0 DISHWASHER 3❑ WALL MOUNTED ACCESSIBLE TOILET 603 C 3 B.R. 7.0' 14.2' 40' 54.3' ® ACCESSIBLE DISHWASHER ® COUNTERTOP WITH BUILT IN LAVATORY B E ATTY HARVEY C O CSO ARCHITECTS , L L P 604 C 3B.R. 7.0' 14.2' 40' 54.3' 0 REFRIGERATOR 5� WALL MOUNT ACCESSIBLE LAVATORY NEW YORK I MARYLAND 701 C 3B.R. 7.0' 14.2' 40' 54.3' © ACCESSIBLE REFRIGERATOR © 25"STAINLESS STEEL KITCHEN SINK 1300 Walt Whitman Road, New York, 11747 A p: (631)300-1010 702 C 3 B.R. 7.0' 14.2' 40' 54.3' O RANGE HOOD SINGLE HANDLE LAVATORY FAUCET owner/developer 703 C 3 B.R. 7.0' 14.2' 40' 54.3' ® SINGLE HANDLEITUB FILL SHOWER HEAD Conifer Realty 1000 University Avenue Suite 500 F704 C-ANSI 3 B.R. 7.0' 14.2' 40' 54.3' NOTES: 9❑ KITCHEN FAUCET Rochester, NY 14607 1. PROVIDE FILLERS&SCRIBES AS REQUIRED FOR COMPLETE CABINET 585.324-0500 INSTALLATION. 10 SERVICE SINK FAUCET 2. FINISH EXPOSED CABINET END TO MATCH CABINET FRONTS. civil engineer 3. PROVIDE POWER TO ALL APPLIANCES. 11 ACCESSIBLE ROLL-IN SHOWER ENCLOSURE 4. PROVIDE"D"PULLS AT ALL CABINETRY IN ANSI UNITS. I LKMA 5. ALL WALL AND BASE CABINETS TO HAVE FULL DEPTH SHELVES. 12 TUB&SHOWER ENCLOSURE 437 &405 6. ALLOW INSPECTION OF ALL APPLIANCES.PROVIDE APPROVED SUBMITTAL TO South Country Road - THE OWNER AND INFORM THEM IMMEDIATELY AFTER INSTALLATION.ENSURE 13 ELONGATED TOILET SEAT Brookhaven, NY 11719 ENERGY STAR LABEL REMAINS ATTACHED TO PRODUCTS AND APPLIANCES. 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. 150 North Chestnut Street 16 FLUSHOMETER Rochester, NY 14604 585.288.5590 17 POSI-TEMP VALVE NOTES: structural engineer 1. REFER TO SPECIFICATION 224000 PLUMBING FIXTURES. TDM Consulting Engineering 2. ALLOW INSPECTION OF ALL PLUMBING FIXTURES. 550 North County Road,Suite E 3. PROVIDE APPROVED SUBMITTAL TO THE OWNER AND INFORM THEM Saint James, NY 11780 IMMEDIATELY AFTER INSTALLATION. 631.686.5234 key N PLAN 0 .I O N� TRUE p project VINEYARD VIEW °E- County Road 48 Greenport, NY 11944 seal C� p,ED AR G �R�y� �`�_ c� o 0 p d UI 21�4')'� E1_ issued date description -� 1 03/15/19 Issued for Construction Qa 2 07/01/19 Project Bulletin No.4 4'-9- 2'-9" 2'-0" II II II II II II II II II II ---------------- T-9" --------- �I------1 4'-9" CV 11 II I I I I I u n I 1'4" " 114" 2'-6" T-0" 1'-9X6' LL---------------- ------'------ --- 2'-6 " - ==i------ I S ;0 I I I 2 _ 30"WIDE ACCESSIBLE 9 2 I I 2 i ii l i I WORK SURFACE 4. title -� N KITCHEN / ---------- - - -�---- Al2.01 -3-- N 6 N \ oe 9 6 N -- - -- ---r-- - 7----� o- \ --�-�--- r ----' -'-�y_-_-I_I _ _- 4 JI1II1Ii 0 WORK SURFACE o ------I'I� -=-=-=--•- °° o030"WIDE ACCESSIBLE PLANS., � 30"WIDE ACCESSIBLE ELEVATIONS WORK SURFACE & DETAILS mmme • ----------------- ---- ;_-- - 1II1II IuI "InI II __G + drawn by: --- c / N • o N iIiIidi Ii 1lIiI iIiiIi iIiiIi L----- Checked by:N L o 9 scale: AS NOTED \ iL==L -- CL project number: 10002 v 2'-0" 9" 2'-9" 2'_0" 4 2'-0" " 1'6" 2'-6" 1'-6" 3" 2'-0' 2'-6" " 2'-0" scaled inch T-6X" 0 101-01, Q 4'-9" sheet number U 4 BUILDING DC 4 KITCHEN-C-ANSI ELEVATION 4 3 KITCHEN-C-ANSI ELEVATION 3 2 KITCHEN-C-ANSI ELEVATION 2 1 KITCHEN-C-ANSI FLOOR PLAN 0 \,Al2-01,/ SQALE: 112" = 1'-0" Al2.01 SCALE: 112" = 1'-0" Al 2.01 SCALE: 112" = 1'-0" Al2.01 SCALE: 1/2" = 1'-0" m II � ' , "`YPE"A" KITCHEN PER ICC A117.1-2009 O 1 22 �- + 51� 6+- 7� 8 I H 12 ,001 CD �— N sf' M O 4_ } 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 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. 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'°� •a� d ad I L°e•d a i°®d°I° • •d.-• a._. ••da° -;//'>-L��rr-/ri,,r-1•-,rrr�•rrrrrr �-1,J rr--Grr;r°iJ•rVir-,•/rirr_Jdr'i--le/r'Jrr,_ .oa° \,\\,°\\\\\`\\°\\-°°,l\\\\'\1\Iij.-\\C-.\\\DI\\ .•°°IJGl�1-0°- c IS I�°°p----e--•--�lIIl �I se °s �-a J �s II I °O°o d•de�I ♦ L J a--- •°•.♦. -e♦--d°II; _•�• °Ij� d• � r'/d�d/rL�errrf/a r r e/-1r-�r../r•_//r�fr,/rr •d a i11I �V. - -• d.,°y v a �II,°° . •�'D > I e On 00 o ooc I s eLj - - - F 1 03/15/19 Issued for Constructiono \y --------1 I --------------- J I r 1 -----I_ , ® fir� title® • I ■° ° .d 4 4 •d d d• °d d FIRST FLOOR w ° a CFURNITURE PLAN UNIT NUMBER: 601,701 UNIT NUMBER: 602,702 UNIT NUMBER: 603,703 UNIT NUMBER: 604,704 drawn by: UNIT TYPE: B7 UNIT TYPE: C4 UNIT TYPE: C4 UNIT TYPE: C3 checked by: --- QNUNU BEDROOMS: 2 BEDROOMS: 3 BEDROOMS: 3 BEDROOMS: 3 EL GROSS AREA: 986 S.F. GROSS AREA: 1332 S.F. GROSS AREA: 1332 S.F. GROSS AREA: 1312 S.F. scale: 3/1 6"= 1'-0" NET AREA(HCR): 926 S.F. NET AREA(HCR): 1235 S.F. NET AREA(HCR): 1235 S.F. NET AREA(HCR): 1253 S.F. project number: 10002 scaled inch o sheet number UO PLANS, ELEVATIONS & SECTIONS DRAWN FOR BUILDING 6D. BUILDING D FIRST FLOOR FURNITURE PLAN BUILDING 7D IS OPPOSITE HAND OF® o _17 T1\1 A13.01 SCALE: 3116"= 1'-0" BUILDING 6D. CID —�— + — + +— }— + }— + y 1] F- 5+- N ID L 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. E Engineering, P.E. E I 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 TRUE NORTH + - 0 I oa o \\ \\ \` \\ \\ \\ \\ \\ \\ \\ \\ \ \ / \ \ \ \ \ \ \ \ \ \ \ \ \ 11 project \\ \\ \,,\ \\\\\\ r/ rrr, VINEYARD VIEW \\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ D r/ri//r/rr D /,, r / + County Road 48 / / / \\ \\\\\\\\ \\\\\\\\ 'r'r\ ' Greenport, NY 11944 w w Iwwwwww ww xx xxxxxxl ! I seal !� D R / r % / / / xxxxxxxxxxxxxx Iwwwwww ww xx 1. 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GROSS AREA: 1332 S.F. GROSSAREA: 1332 S.F. GROSS AREA: 1312 S.F. scale: 3/16"= 1'-0" NET AREA(HCR): 1000 S.F. NET AREA(HCR): 1235 S.F. NET AREA(HCR): 1235 S.F. NET AREA(HCR): 1253 S.F. m project number: 10002 U u scaled inch Q 0 sheet number U O PLANS, ELEVATIONS & SEC Q) DRAWN FOR BUILDING 6D. TIONS BUILDING D 1 SECOND FLOOR FURNITURE PLAN BUILDING 7D IS OPPOSITE HAND OF TBUILDING 6D. A13.02 SCALE: 3116" = 1'-0" cc H+-- + A I 3eO2 5+ + + N I I. , {I 1 ,1 , IrlI IF 7 + I IT I I , Z--) NOTES r - ,, I I ~, � r - - - -_ ---_ - -_ v , rl- 0 1. AFTER PROPERTY GROUNDS ARE GRADED AND AGGREGATE IS LAID,THEN THE VENT STACKS ARE INSTALLED. }} '}., '„ ( r{ 1- IH +r _r 1T r r r L r_,�r t r., ti1' r � L`,I, a i}', I• I r rr7rrrrr_`r,-I��rrtiri-fir.rla,r.rzTr`ul�i,;�r.�Ilrrrarr1r��y��_�,+-�s 'te t 'T_L rL r _L'7: _ 1 r z . fir` L 2. ALL VERTICAL RISERS ARE VENTED THROUGH THE ROOF AND ARE NOT TO BE CAPPED.EACH VERTICAL RISER C. n L __- s_, .. ..i r I= _r_r r r , 1 r. r, ? _I -1, I r-- t , a EXHAUST POINTS SHALL :� , 11 ,1111 1 1 -r �1r . 'I,irir r i,_rz _1I I I it L-I r=_= �� I WILL BE STUBBED TO AN APPROXIMATE HEIGHT OF 12 INCHES ABOVE THE FLOOR.EACH STUB THROUGH THE BE A MINIMUM OF 12' �!a -' .1 .r1._r z . r,_ �7 r r T r r �-�, 1'j ( '�{ I rr { L fry i rrt Is1rr_rr TLr,T rr rT T,r rLt_I r.;�,. Is _; ! II;{,,,� + 'I '}1 BE A MINIMUM OF 12" CONCRETE FLOOR SHALL HAVE ATEMPORARY CAP UNTIL SOLID 4"DIAMETER PIPE RISERS ARE CONNECTED. I ABOVE THE ROOF _r11 I_ TJ,r 1. r _r r r_ rr, r r r r 5_rLy 1 . I I .1� . z 1 Lrr zfL�47 r.r,r r L t ',L i r -; - ? = r11 {� }fi , I/ ABOVE THE ROOF „ ?" }i r ��-r r _ rTrr 1I ? r r r,y S r SURFACE.THE VERTICAL T i ; r r r' 3. THE DESIGNATED CONTRACTOR SHALL APPLY AVAPOR BARRIER BEFORE THE POURING OF THE CONCRETE { .I; �- +; 1_L.T I�1rLr_;i, L`r t-'rr1 `r r r IL'r r llrr.Ir`_r ? 1 rs ,'. .; r SURFACE.THE VERTICAL SLAB.THE VAPOR BARRIER SHALL BE TIGHT AND CARE SHALL BE TAKEN TO ENSURE THAT MINIMUM DAMAGE AND RISER ROOF EXHAUST , �I RISER ROOF EXHAUST T.O.ROOF TRUSS RIDGE r r 1_ r zszS z r err _, tr'_r ' PUNCTURES OCCUR TO THE VAPOR BARRIER.ALL SEAM JOINTS FOR THE VAPOR BARRIER SHALL BE OVERLAPPED PIPE SHALL BE ELBOWED 1 ! L, z r _ rte: r �,,, PIPE SHALL BE ELBOWED � 1 i rr Lr L' r tTT rL.rrr]r'" I� }16 ! r r-_ . . _ s z.i. _ .�s _ ELEV.+25'-4" — r_s �� , � �rT1�4 z r-r+r r �l.,i , r. r_r t_,i� , . A MINIMUM OF 12 INCHES.ANY PIPE PENETRATION INTERFACES THROUGH THE VAPOR BARRIER SHALL BE SEALED WITH A 180 DEGREE n = T r �1 r- i� r zLr- -.�_T_ r .1 1 1 :.t lu r` k''�r WITH A 180 DEGREE rT1 ., - 'T`?' _ T , i r , 1r' WITH VULKEM POLYURETHANE CAULKING.IT IS ALSO RECOMMENDED THAT THE SEAMS BE SEALED WITH z `r7 T •, a �' SCHEDULE 404"ELBOW � ,1 .t � I��` `�-; t-_'1;,1T r..r',�-',.t-4`T rr1'-�rr'rr-r=l:rrrt =�-�_ 1 r'-{r�'I 1 �'�Tr�-I-_� I ,','}�'��{ ' �?� I, SCHEDULE 404"ELBOW CAULKING OR ATYPE OF ADHESIVE. {, �Itur +r +_Tr 7=I - L r trL r `S T +TLI ==tT i++ L11 ,1"' E EXHAUST POINTS SHALL BE A MINIMUM OF WITH VENT GRILL 1fi'1 �r\?r� r r - -- -- - - --- -- j 7_ t :,rr ru,- err,.,.,_ Lr_ ,XII' ,�hr WITH VENT GRILL „ BEATTY HARVEY COCO T }r ,:1 {; j 12 ABOVE THE ROOF SURFACE.THE 4. ALL UPPER FLOOR PENETRATION HOLES FOR THE VERTICAL RISERS SHALL BE ROUTED WITH SCHEDULE 40 4" 1 !1 _r "4=r _z I r_ ,-z.rL r_, t r _ rr -. r r r_ _-_, r r _. trr A R C H I T E C T s L L P ` 1 ! 11, . s r-i z rr r - L r r t VERTICAL RISER ROOF EXHAUST PIPE I, lil ',-, t.. r_ irtr:t'trr rT .r .:l _r, T;a r rt __ � 1rr L' rzzz�rzr NEW YORK I MARYLAND SOLID PVC PIPING THROUGH THE ROOF.ALL FLOOR HOLES SHALL BE PROPERLY DRILLED AND PREPPED BY THE k, . I. I. i - - = t_ _ t _T_i.s_L L r_.L _- r_y r_-�. " -r p l+,r rrrTr r-= r T-: r.' z SHALL BE ELBOWED WITH A 180 DEGREE �'->1rrr xL,1 1_ , I L r DESIGNATED CONTRACTOR WITH ADHERENCE TO ALL BUILDING AND STRUCTURAL INTEGRITY CODES.ALL ,1,_ :`'r;''.t,r�r�1_L_L .'i:;_r�,_ ,,r;r�i--r�r_-,`1�',�, i-r�`�f_r�=ri r'r '�Ix'.a , '�,{� ' SCHEDULE 404 ELBOW WITH VENT GRILL � 1300 Walt Whitman Road, New York, 11747 VERTICAL RISERS FLOOR PENETRATION INTERFACES SHALL BE FIRE SAFED.A COVER FLANGE SHALL BE r ' I i- L - r, . r _._ .. A Tom+T T ir7�s llr,z= I1� Sr rr-�rrrrl�Irl r 'L.1r Tl r ,r�,rz'TLr ,Tr_ s r {! _ r p: (631)300-1010 INSTALLED TO COVER THE PENETRATION INTERFACE. i I.r 1r T -r LL � _ ( ' a I I I • , L'�s=�t� � Y �`�1 rS��i r�� s�.J_,'1 ly r�Ls L1 -I1, z-I r I, 1 I i owner/developer �,1'' '!F ' II_ ., t z _1�L .�_T�Li r 1 r r.i 1Ir1.r i r Tsz�rr,1'!I{1+1 { 5. THE ROOF EXHAUST HOLES SHALL BE CUT BY THE DESIGNATED CONTRACTOR FOR ROUTING VERTICAL + .} i ' ;TT� tr T`_ N ,' �Trr 1 r Lir r Conifer Realt RISERS THROUGH THE ROOF.THE DESIGNATED CONTRACTOR SHALL THEN PROPERLY SEAL THE ROOF OPENINGS tom:� }'I � Cr ,I '. , - T - 'I i r 7 -t ,' _T, T. i =r r z::'rTIIL r r' Ti err �� 11000 Universit Avenue Suite 500 rT .r `r+rri� AND PIPE EXHAUST PENETRATIONS ACCORDING TO SPECIFICATIONS,CODE,AND STANDARD OF PRACTICE. � �__J I i � Rochester, NY 14607 1 I I 6. IF THE ROOF EXHAUST POINT FROM THE RISERS IS LESS THAN 10 FEET FROM FRESH-AIR RETURN THEN THE 4=, FII ,F,Fr rr ,sTLT- L rtes.7 rr�-TLr 7 L rTrs rT r f '�{ 'I { =r I I ,r r I,+ _ {! r 7s r-rlr__. 11 I TIT '-r''Tr l { { _ 585.324-0500 EXHAUST POINT WILL HAVE TO BE ROUTED TO MEET THE 10 FEET CLEARANCE REQUIREMENT. r ' � t,T � r L- J= 7. L ,its L.,r- c-1. L1-1- r1 _ 7 z 7. THE EXHAUST POINTS SHALL BEA MINIMUM OF 12 INCHES ABOVE THE ROOF SURFACE.THE VERTICAL RISER , } ` }# rt}" '; ;1 rrrT r T- rTr 1r 1 11rS1 11 {'YF;; I i{`,Tt '-T r, I I I civil engineer SHALL T7i' g ROOF EXHAUST PIPE,HALL BE ELBOWED WITH A 180 DEGREE SCHEDULE 40 4"ELBOW.THIS PROCEDURE WILL �_ s r_L , ,_��_ r ;�__ c,.._- r,r :, I r = r.=J� aF1'11, s �r�� r_F_T T' z, 1 �1 F T r1 i ENSURE THAT MINIMUM RAIN AND OTHER WATER 4NLL REENTER THE VENT STACK.EACH VERTICAL RISER SHALL1F! .I 1- Y-LI-`,r i_r-' �r ! L_�S 1 L 1.,],?.rr , ALSO HAVE A GRILLE[)EXHAUST VENT.THIS VENT CAP CAN BE PURCHASED FROM VARIOUS SOURCES.THIS I r T Tarr-�{{' I`P,i I� .1. 1-r�=,r-r _� 7_r _r -j--��r r�r'r�r rrT_? r_r`r�r` z .r=r, t., �'-z J_ I I 437 &405 ' r - 'I�4� 4 I L i'' _ r I L 1 J L I i_ ,-..f,� L )= L-r;r C '..'.�'F �, � �� -,r-r-r � f� PROCEDURE WILL PREVENT SMALL DEBRIS AND VERMIN FROM INFILTRATING THE VENT STACK. k L��_ Ij !-"r tr 7 -I r rf` L rrsLr�7rr ?s I r s South Count Road l r z ? L 1 r _ r,r rrr I r r 'T -,- Country rl r � 717 ', rr71 ELIC i} r IT, �rcr, S �,1T ris ,..t�1rr {'r _, - -- 1 Brookhaven, NY 11719 8. VENT STACKS SHALL NOT PENETRATE THE ROOF ASSEMBLY THROUGH VALLEYS OR FIRE RETARDANT I„ ''r�{ �- - -- � -` �' I � it I i i i 631.286.8668 PLYWOOD.SHIFT IN TRUSS SPACE TO CLEAR SUCH ASSEMBLIES. L'1�+ T I ! 9. ALL EXPANSION JOINTS AND WALL/FLOOR JOINT INTERFACES SHOULD BE FIRE SAFED.ALL _ m.e.p. &f.p. MANUFACTURERS'S PREPPING,CLEANING AND APPLICATION SPECIFICATIONS SHOULD BE FOLLOWED. ROOF PLAN M/E Engineering, P.E. FUTURE INLINE EXHAUST FAN.PROVIDE 9-B �- i i g 150 North Chestnut Street 10. ALL PIPE AND CONDUIT FLOOR PENETRATION INTERFACES SHALL BE SEALED AND FIRESAFED. DEDICATED RECEPTACLE i i i Rochester, NY 14604 -- — ._ 11. CARE SHOULD BETAKEN TO SEAL BLOCK WALL PENETRATIONS WITH CAULKING. 585.288.5590 12. THE BLOCK WALLS SHOULD HAVE A CAPPED BLOCK AT THE TOP. �-- � I structural engineer 4"PVC PIPE CONTINUOUS 4"PVC PIPE CONTINUOS I I II� u I TDM Consulting Engineering 13. AFTER THE BUILDING BUILT BEFORE CARPET r' _ U G IS B 0 C AND DRYWALL IS INSTALLED,A CAREFUL INSPECTION SHOULD r- � r � 9 9 9 BE MADE OF THE CONCRETE FLOOR FOOTPRINT AND WALL T ENSURE THAT &UNINTERRUPTED Ali &UNINTERRUPTED I j I 550 North County Road,Suite E S 0 U E HA THERE ARE NO MAJOR STRESS ��; / I I i I I I I Saint James, NY 11780 CRACKS,VOID HOLES„AND OTHER PENETRATIONS THAT MAY BE POTENTIAL SOIL VAPOR ENTRY POINTS.ANY (LABELED) I (LABELED OBSERVED POTENTIAL_SOIL VAPOR ENTRY POINTS SHALL BE SEALED WITH POLYURETHANE CAULKING. /r ) j I I i 631.686.5234 \ I I I 14. ALL TOILET PLUM131NG PIPE PENETRATIONS SHALL BE SEALED AT THE FLOOR INTERFACE. T.O.SECOND FLOOR TOP PLATE ------- -- --, -- ✓ V.+17-9' 15. PROVIDE ELECTRICAL CONNECTIONS AT ROOF FOR FUTURE FAN INSTALLATION AT VENTS.COORDINATE WITH ELECTRICAL DRAWINGS. µr` N� lI � key 1 Ie !i _ - - ! J TRUE NORTH C —}— a - +- L r f i z z Lz 1 1L J' - 1� I � \ project Pr , 1 r r r 1 J ,I VINEYARD VIEW r zr r fr it z L T r L srT L'L rL1 'Ti \\ \\ \/ - -+ zz 1 L ii s r. _r. r, I r, V I N .1 ISr,I 7 , L r r'-1 t T' L-S S �rS=� 7 1 ��ri r L T� -'-r`� rr-r-r7r,-r'1irr T 1 - - --_- � r�-� r- �--r-,1f�ir'-I r-r'-�-r T-rr , 7 r - _� --- - -SECOND FLOOR PLAN - -------- rr L+ r+ _ rj -- -- I N / / County Road 48 Greenport,seal 4"PVC PIPE CONTINUOUS I 4"PVC PIPE CONTINUOUS ALL VERTICAL RISER FLOOR PENETRATION �RE�A C &UNINTERRUPTED J*I &UNINTERRUPTED INTERFACES SHALL BE FIRE SAFED.A LABELED _ LABELED COVER FLANGE SHALL BE INSTALLED TO I / O O COVER THE PENETRATION INTERFACE. T.O.SECOND FLOOR SUBFLOOR ' ) Q` „ �y X21422 y ELEV.+9-7/ I I O OFN ! ar - I I Issued j� �-- , � � - I' I I date description II+,i-�cpl _Y��I �s� ILII 2Mi m ° Tz 1 03/15/19 Issued for Construction r_e . ----------------------- T ------- --- IIT /! T \ \ - ----® FIRST FLOOR PLAN ® ----- ---- --� F F 6' 4"DIAMETER PVC PIPE CONTINUOUS& \\ r_-- _ - - ----- -- --- --- UNINTERRUPTED(LABELED)LL \\ - - - - - -- -- - - - - 1 \ _ _ ------ - - ---- -----___- _--- _ ADHESIVE SEALANT \ \ \ 4"DIAMETER PVC III 4"DIAMETER PVC CLAMPING RING \ \ \\ title SOIL-GAS COLLECTOR ( SOIL-GAS COLLECTOR \ PERFORATED PIPE&TEE to PERFORATED PIPE&TEE VAPOR BARRIER PIPE BOOT PASSIVE CONNECTOR 6' CONNECTOR ,' - SEALANT&BACKER ROD , I o 0 1 _ / 1 _ RADON-RESISTANT rn rn n , _ r. I I / COMPRESSIBLE SEALER PERMANENT z GAS TIGHT SEAL I I � SYSTEM I I I I I 4 POURED CONCRETE SLAB -- ---- - - -- --- - n n PVC"T"FITTING / 3 1 31 4"PERFORATED PVC PIPE / ---- u u 15'2/ �14' 1 -0/ 1� 7�" 6'0" /' -+ drawn by: --- 6 MIL CLASS"A"VAPOR BARRIER UNDER ENTIRE SLAB ,' checked by: --- CL r \ \ T.O.FIRST FLOOR SLAB /' OL scale: N.T.S. zo C14N 1 C14 ELEV.IN a - ro ect number: 10002 6"GAS-PERMEABLE LAYER OF RCA o 0 0 J �o o o scaled inch �o a o o p 1 v AGGREGATE SIZE 1 T01/ vV71 ; o \� \ \ \ \ \ \ \�\\� \� \� \� \� \�\� \� \ \\ \� \n\� \\ \e \� \� \� sheet number U ! UNDISTURBED NATURAL SOILS OR /j�/��j�j�/,��/j�/��'\�% /\�/\�%�%�%\//\�/\�% \�%/�%\�% /\�%/\�% / / / / / / / / / / / U --_= _1 -- - - - -t PLANS ELEVATIONS & SECTIONS COMPACTED ENGINEERED FILL / \\/%\//�\/j\/ / //�//�\//\/ / j //\\j\j/\\j\\j/\\j/\\j - - - BUILDING D DRAWN FOR BUILDING 6D. _i - _ - BUILDING 7D IS OPPOSITE HAND OF BUILDING SECTION r- n - - - --- '� - - - rt'F1-*"-{ BUILDING 6D. rr_ r_ rr ftLrr�'';J' - - ---- - m - rt FOUNDATION PLAN A14.00 SCALE: 3/4 - 1 0 + �- + + A�- + +- + 491, 14000 GENERAL NOTES GRAVITY DESIGN LOAD SCHEDULE _ (ALL LOADS SHOWN ARE IN POUNDS PER SQ. FT.) CODES AND STANDARDS D WOOD FRAMING \COMPONENT 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 20151NTERNATIONALBVILDING CODE. 1.2015 IBC,CHAPTER 15 2.2015 AWCC SDPWC2, WHERE MORE STRINGENT, THE LATEST EDITION OF THE FOLLOWING CODES SHALL APPLY TO WORK: 3.2015 ANSI/AWC NDS.4.2015 AWC WFCM. oA. ACI 301, "SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS" o BEATTY HARVEY COCO B. AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS-ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN," 2, ALL TIMBER WORK SHALL COMPLY WITH DOC PS 20, "AMERICAN SOFTWOOD LUMBER STANDARD" OR EQUAL, o mW oARCHITECTS , L L P C, AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, LATEST EDITION, "' U J NEW YORK I MARYLAND D. "STRUCTURAL WELDING CODE-STEEL",ANSI/AWS D1.1,BY THE AMERICAN WELDING SOCIETY. 3, ALL NEW GENERAL FRAMING LUMBER SHALL BE #2 OR BETTER GRADE DOUGLAS FIR OR HEM-FIR. (MIN BASE DESIGN; A E. "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE",ACI 318. FB=825 PSI, FV=75 PSI, FC(PERP)=370 PSI, E=1,300,000 PSI) INSULATION 3 3 3 3 5 1300 Walt Whitman Road, New York, 11747 GENERAL (2X8=825*1.15*1.2=1139,2X10=825*1,15*1.1=1044,2X12=825*1.15=949) A p: (631)300-1010 FRAMING 5 5 5 5 5 + owner/developer 4, ALL LUMBER SHALL BE PROPERLY SEASONED AND SHALL BE NEW UNLESS OTHERWISE APPROVED BY THE 1. IF THERE IS A DISCREPANCY ON THE CONSTRUCTION DOCUMENTS, THE ARCHITECT/ENGINEER SHALL BE NOTIFIED ARCHITECT/ENGINEER. MEP 3 3 3 3 5 Conifer Realty IMMEDIATELY SO THAT IT MAY BE RESOLVED, UNLESS OTHERWISE NOTED, THE MORE CONSERVATIVE INTERPRETATION 1000 University Avenue Suite 500 OF THE CONSTRUCTION DOCUMENTS SHALL APPLY. 5. ALL LUMBER DIMENSIONS, AFTER SEASONING, SHALL CONFORM TO THE MINIMUM DIMENSIONS REQUIREMENTS AS PER PARTITIONS 3 3 3 3 - Rochester, NY 14607 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING PS-20. SUBFLOOR 8 8 8 12 3 585.324-0500 CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTION, AND MISALIGNMENT. THE CONTRACTOR SHALL 6, ALL LUMBER SHALL BE FREE FROM KNOTS SHAKES ROT OR OTHER DEFECTS, BE FULLY RESPONSIBLE FOR "MEANS AND METHODS Of CONSTRUCTION, TOTAL DEAD LOAD 22 22 22 26 18 civil engineer 7, CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR ROUGH CARPENTRY FRAMING AND DETAILS. LKMA 3. ALL EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED IN THE FIELD BEFORE WORK IS BEGUN. ANY OBSTRUCTION 437&405 ENCOUNTERED DURING EXCAVATION, DEMOLITION, OR CONSTRUCTION SHALL BE REPORTED TO THE 8, ALL NEW FLOOR AND ROOF JOISTS, HEADERS AND TRIMMERS AND OTHER HORIZONTAL WOOD MEMBERS SHALL BE SET South Country Road ARCHITECT/ENGINEER IMMEDIATELY SO THAT CORRECTIVE MEASURES OR ADJUSTMENTS CAN BE MADE. WITH THE CROWN EDGE UPWARD. Brookhaven, NY 11719 4. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL STRUCTURAL ELEVATIONS AND DIMENSIONS WITH 9. ALL WOOD BEAMS BEARING ON MASONRY SHALL HAVE A MINIMUM BEARING OF 4". 631.286.8668 EXISTING CONDITIONS AND WITH OTHER PROJECT DRAWINGS, ANY DEVIATIONS SHALL BE BROUGHT TO THE m.e.p. &f.p. ARCHITECT/ENGINEER'S ATTENTION, 10, ALL WOOD BEAMS BEARING ON STEEL SHALL HAVE A MINIMUM BEARING OF 2" M/E Engineering, P.E. �- 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 APPRO'IED EQUAL (SECURED WITH ANNULAR LIVE LOAD g 150 North Chestnu Street REQUIRED. NAILS AS PER MANUFACTURER) PROVIDE SADDLE-TYPE, HEAVY DUTY BEAM HANGERS AS REQUIRED. 40 125 1b0 X60) 30* + Rochester, NY 14604 < 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 ORINTERVALS 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 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 PROVIDE SOLID BRIDGING BETWEEN BEAMS OVER GIRDERS AND PLATES OF BEARING PARTITIONS. METAL BRIDGING TDM Consulting Engineerin ELECTRICAL, AND PLUMBING REQUIREMENTS, EVEN IF NOT SHOWN AS SUCH ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. 13, PROVIDE A MINIMUM ONE HALF INCH AIR SPACE BETWEEN WOOD AND CONCRETE OR MASONRY. OTHERWISE, PROTECT TOTAL LOAD 62 147 122 86 1 48 Saint James,NY 686.5230 B. 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 II UNLESS OTHERWISE SPECIFICALLY NOTED, C-D-INTERIOR APA OR STRUCTURAL I AND II,C-C EXTERIOR APA. key CONCRETE 2. 16. STRUCTURAL FLOOR AND ROOF SHEATHING, INCLUDING ALLOWABLE SPANS, SHALL COMPLY WITH SECTION TRUE 8(3)SUBNOTE D AND SUBNOTE F. 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, ^ + DURABILITY, FORM WORK, SEISMIC REQUIREMENTS, AND QUALITY AND TESTING SHALL BE IN ACCORDANCE WITH 3. PLYWOOD SHALL NOT EXCEED THE SPANS INTENDED FOR USE ON THE GRADE STAMP AND SHALL BE OF THE FOLLOWING CHAPTER 19 OF THE 2015 INTERNATIONAL BUILDING CODE, AND ALL APPLICABLE REFERENCE STANDARDS AS SPECIFIED THICKNESS, UNLESS NOTED OTHERWISE: - � 318 AS AMENDEDRNTHIS CHAPR INCLUDINGIN THAT CHAPTE , BET NOT LIMIT TO "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE", ACI FLOORS: 3/4 T&G SNOW LOAD DESIGN SCHEDULE 2, ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (fc) OF 4000 P.S.I. REQUIREMENTS FOR ft SHALL BE ROOFS: 3/4„ T&G INTERNATIONAL BUILDING CODE (2015) ■■ meBASED ON CONCRETE CYLINDER TESTS, TESTED AT 28 DAYS, AS PRESCRIBED IN SECTION 1905.6.3 OF THE NEW YORK WALLS: 5/8 O STATE BUILDING CODE, 4, ALL PLYWOOD SHALL BE GLUE NAILED TO THE FLOOR JOISTS USING AN APA APPROVED ADHESIVE, (B.F.GOODRICH PL400 ITEM SYMBOL U p OR EQUAL). 3. CEMENT USED TO PRODUCE CONCRETE SHALL COMPLYWITH ACI 318, SECTION 3.2, GROUND SNOW LOAD Pg 5 ps 4. REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60, EXCEPT STIRRUPS AND TIES WHICH MAYBE GRADE 40. EARTHWORK SNOW EXPOSURE FACTOR Ce B (1.0) 5. ALL AGGREGATES USED IN CONCRETE SHALL COMPLY WITH ACI 318,SECTION 3.3. 1. THE FINISH EXCAVATION FOR FOUNDATIONS SHALL BE NEAT AND TRUE TO LINE WITH ALL LOOSE MATERIAL REMOVED. project SNOW LOAD IMPORTANCE FACTOR is 1.0 6. WATER USED IN MIXING CONCRETE SHALL BE CLEAN AND FREE FROM INJURIOUS AMOUNTS OF OILS, ACIDS, ALKALS, 2. FOUNDATION EXCAVATIONS SHALL BE KEPT FREE OF LOOSE MATERIAL AND STANDING WATER. VINEYARD VIEW SALTS, ORGANIC MATERIALS OR OTHER SUBSTANCES THAT ARE DELETERIOUS TO CONCRETE OR STEEL THERMAL FACTOR Ct 1.0 REINFORCEMENT AND SHALL COMPLY WITH ACI 318, SECTION 3.5. 3. BACKFILL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS. FLOODING WILL NOT BE v � D PERMITTED, FLAT ROOF SNOW LOAD (.7*1.0*1.0*1.0*2,0) Pf 30 psf(MIN.) 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 - D 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 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% 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 THE GEOTECHNICAL ENGINEER. 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: r SART E OFMF OTHERWISE NOTED. 10. DETAILING OF REINFORCING T " A. MAXIMUM PARTICLE SIZE-6INCHES. 9�o 0 C STEEL SHALL CONFORM TO ACI MANUAL OF STANDARD PRACTICE FOR DETAILING �.� � � REINFORCED CONCRETE STRUCTURES" (ACI 315). B. AT LEAST 10% AND NOT MORE THAN 75% BY WEIGHT RETAINED ON THE#10 SIEVE m „ � C. NOT MORE THAN 12% BY WEIGHT OF NON-PLASTIC FINES (MATERIAL PASSING THE#200 SIEVE). z ,� 11. NON-SHRINK GROUT SHALL BE NON-METALLIC WITH A MINIMUM COMPRESSIVE STRENGTH OF 5000 P.S.I. 7, CONTROL FILL OPERATIONS SHALL BE INSPECTED AND TESTED BY A QUALIFIED GEOTECHNICAL ENGINEER OR J o�69 12. PROVIDE PROPER HIGH CHAIRS, SPACERS AND SUPPORTS TO HOLD REINFORCING SECURELY IN PLACE WHILE PLACING INSPECTOR PRIOR TO THE PLACEMENT OF ANY CONCRETE, THESE TESTS SHALL BE PERFORMED AT SUFFICIENT LATERAL LOAD DESIGN SCHEDULE �O�' 19 CONCRETE, BAR SUPPORTS SHALL BE ALL GALVANIZED METAL WITH PLASTIC TIPS. FREQUENCY AND SPACING TO ENSURE PROPER SUBGRADE PERFORMANCE. THE TESTING LAB SHALL SUBMIT -� COMPACTION REPORTS FOR ALL FILL TO THE ENGINEER OF RECORD. FSS/ONAI� 13. PROVIDE EXPANSION,CONTROL AND CONSTRUCTION JOINTS AS REQUIRED BY APPLICABLE SECTIONS OF ACI 301-84. B. LOADED,WITH ANY DEMOLITION DEBRIS,MATERIALS OR EQUIPMENT THAT MAY ENDANGER ITS SAFETY. WIND LOAD E issued date description 1117-7, �T 14, CONSTRUCTION JOINTS, WHEN REQUIRED, ARE SUBJECT TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS AND + SHALL BE IN CONFORMANCE WITH ACI 318. DRAWINGS SHOWING LOCATION AND DETAILS OF THE PROPOSED 9. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS THROUGH DEMOLITION ITEM SYMBOL VALUE 1 03/15/19 Issued For Construction CONSTRUCTION JOINTS SHALL BE SUBMITTED WITH REINFORCING STEEL SHOP DRAWINGS. AND CONSTRUCTION. 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, 16. CALCIUM CHLORIDE SHALL NOT BE USED IN CONCRETE MIXES. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING BASIC WIND SPEED (3 SEC. GUST) V 130 CONSTRUCTION AGAINST DAMAGE, BREAKAGE,COLLAPSE, DISTORTION,AND MISALIGNMENT, WIND EXPOSURE CATEGORY - B 17. REINFORCING BARS OR WELDED WIRE FABRIC SHALL NOT BE WELDED, TACK-WELDED OR USED FOR STRIKING AN ARC. 12. ALL DISTURBED AREAS SHALL BE PATCHED TO MATCH EXISTING ADJACENT FINISHES, WIND LOAD IMPORTANCE FACTOR ( 1.00 18. COLD WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI-306. 13. NO DEMOLITION WORK SHALL BEGIN UNTIL APPROVAL IS GIVEN BY THE OWNER AND ENGINEER. REFER TO PROJECT FOUNDATION SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. OCCUPANCY CATEGORY - II 1. ALL FOUNDATION DESIGN, SOIL TESTING, SOIL CLASSIFICATION, AND BEARING CAPACITIES SHALL BE IN ACCORDANCE SUBMITTALS SURFACE ROUGHNESS - B WITH CHAPTER 18 OF THE 2015 INTERNATIONAL BUILDING CODE, 1, PRIOR TO PROCEEDING WITH THE WORK,CONTRACTOR SHALL SUBMIT THE FOLLOWING TO THE ENGINEER FOR REVIEW: + 2, ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL HAVING A MINIMUM BEARING CAPACITY OF 1 TONS PER SQUARE FOOT. ADEQUACY OF THE SOIL SHALL BE VERIFIED BY A GEOTECHNICAL ENGINEER PRIOR TO THE START OF A. MIX DESIGNS FOR ALL GRADES OF CONCRETE INCLUDING CERTIFIED TEST DATA ON STRENGTH OF SAMPLE BATCHES. CONSTRUCTION. B. PLACING AND SHOP DRAWINGS FOR ALL REINFORCING STEEL, 3. 2, REVIEW OF SHOP DRAWINGS BY THE ENGINEER IS ONLY FOR GENERAL COMPLIANCE WITH DESIGN INTENT. REVIEW OF SEISMIC LOAD 4. MAXIMUM SLOPE BETWEEN BOTTOMS OF FOOTINGS SHALL BE ONE VERTICAL TO TWO HORIZONTAL, THE DRAWINGS DOES NOT RELIEVE THE CONTRACTOR OF COMPLETING THE WORK IN ACCORDANCE WITH THE 5. THE DESIGN, ADEQUACY AND SAFETY OF BRACING, SHORING OF TEMPORARY SUPPORTS, ETC., IS THE SOLE DRAWINGS AND SPECIFICATIONS. CONTRACTOR WILL ALLOW A MINIMUM OF 10 WORKING DAYS FOR REVIEW OF ALL ITEM SYMBOL VALUE title RESPONSIBILITY OF THE GENERAL CONTRACTOR. SUBMITTALS, FOLLOWING RECEIPT BY ENGINEER. 6. ALL FOOTINGS SHALL BEAR AT OR BELOW MINIMUM BEARING DEPTH OF 3'-0" BELOW FINISHED GRADE, 3. SUBMIT THE FOLLOWING TO THE ENGINEER FOR RECORD PURPOSES: IMPORTANCE FACTOR le 1.00 GENERAL NOTES 7. NO BACKFILLING OR COMPACTION AGAINST WALLS SHALL BE DONE UNTIL THE CONCRETE HAS ATTAINED FULL A. RESULTS OF CONCRETE SPECIMEN COMPRESSIVE STRENGTH TEST,SUBMIT WITHIN 48 HOURS OF TESTING. OCCUPANCY CATEGORY - II & LOADING STRENGTH AND SUPPORTING SLABS ARE IN PLACE OR WALLS HAVE BEEN ADEQUATELY BRACED. 8. FOOTINGS SHALL BE LOCATED SUCH THAT THE WALLS/COLUMNS ARE CENTERED, UNLESS NOTED OTHERWISE ON PLAN. Ss Ss .1548 9, DO NOT INSTALL FOOTINGS IN WATER OR ON FROZEN GROUND. S1 S1 .056g - 10. CONTRACTOR SHALL VERIFY ALL ELEVATIONS AND POSITIONS OF EXISTING FOUNDATIONS AT OR ADJACENT TO NEW SEISMIC DESIGN CATEGORY g ^ + CONSTRUCTION AND SUBMIT FIELD SKETCHES AS MAY BE REQUIRED FOR ARCHITECT/ENGINEERS' APPROVAL BEFORE SITE CLASSIFICATION - STARTING ANY FIELD WORK. D + drawn by: JR 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 U LETTER OF COMPLIANCE TO OWNER. °? project number: 10002 12. ALL UNSUITABLE FILL MATERIAL SHALL BE EXCAVATED AND REPLACED AS ENGINEERED FILL, Q scaled inch 013. ENGINEERED FILL SHALL BE PLACED IN EIGHT INCH LOOSE LIFTS (MAXIMUM) AND SHALL BE COMPACTED WITH sheet number 0 VIBRATORY ROLLERS, FILL MATERIAL SHALL BE TESTED BY MODIFIED PROCTOR DENSITY METHOD (ASTM D1557-78) AND >� MUST QUALIFY AS SELECT, WITH LESS THAN 10% PASSING THROUGH NO. 200 SIEVE, SOIL SHALL BE PLACED WITH o MOISTURE CONTENT AND ENERGY TO PROVIDE 95% OF MAXIMUM DRY DENSITY. IN PLACE DENSITY TESTS SHALL BE BUILDING D TAKEN FOR EACH 10,000 S.F.IN EACH LIFT. NO TESTS SHALL BE PERMITTED TO FALL BELOW 92% COMPACTION, 0 14. THE TESTING LAB SHALL SUBMIT COMPACTION REPORTS FOR ALL FILL TO THE ENGINEER PRIOR TO REQUESTING m FOUNDATION INSPECTION. co a D AND TESTS CONTRACTOR RESPONSIEILITY AND 1704.4 Contractor responsibility. 1705.3 Concrete construction. 1705.6 Solls. SECTION RAL SPECIAL INSPECTIONSnstrurtirn shall be performed In arrordanre,with this section and Special Inspections and tests of existing site soil conditions,fill plarement and Irad-hearing requirements shall STRUCTURAL OBSERVATION Each coniracto� responslb a for the construction of a main wind- or seismic forceresistfng system, Cesignated Special lnspect;ons and tests at ron::retP co p p P seismic system or awind-or seismic force-resisting component listed in the Statement of special Inspections Table 1705.3, be performed to accordance with this section and Table 1705.6. The approvod geotechnical report and the 1704.1 General, sha I submit a written statement of responsibility to the bulyding officla!and the owner or the owner's authorized construction documents prepared by the registered design Frofesslonels shalt be used to determine compliance. BEA TTY HARVEY COC O 4 er ec'� d tests statements of special Inspections, resoonsibilfties of contractors, submittals to the agent pr to the commencement of work on the system or component.The contractor's state-nent of Exception: Specrallnspectior7s and tests shall not be required for: During fll placement, the special Inspector shall verify that proper materials and procecures are used in A R C H I T E C T S , L L P t n_ �ial nap_ _tl�ns an p p , accordance with the provisions of the approved eotechnical report.building offic;a/and structura obserra+ions shall meet the ;,pplicable requirements of this section. responsibility sha I contain acknowledgement cf awareness of the special requirements contained in the P Fp 9 p NEW YORK I MARYLAND statement of special Inspections. 1. Isolated spread concrete footings of buildinqs three stories or less above grace ,plane that are fully supported on earth or rock.. Exception: Whera Sertlor 1803 dres not require reporting of materials and pronedt.res for fill placement, the 1300 Walt Whitman Road, New York, 11747 1704,2 Special inspections and tests. Where application Is made to the building official for construction as specified In Section 105, the owner 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 p: (631)300-1010 -�- pp g owner's authorized agent, other than the contractor, shall em to one or more approved agencies to provide Ir additlon to the submittal of reports of spec/al inspections 2nd tests In accordanr-.e with Section 1704.2.4, 2. Continuous concrete footings supporting waA3 of building three stories cr loss above grade plane that are maximi dry density at optimum molstt re content determined in accordance with ASTM D1557. owner/developer g p Y special lnspectlons and tests during construction on the tyres 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 fully supported on earth or rock where: Conifer Realty eoproved agencies to the bu!ld,ng official. "'hese special Inspections and tests are in addition to the inspections each of the following: TABLE 1705.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS 1000 University Avenue Suite 500 by the building of=ictal that a rr idcntificd in Section 110. 2.1.The footings support wars of light-frame construction. Rochester, NY 14607 1, Certificates ofcompliance for the fabrication of structural, load-bearing or lateral load-resisting merlbers or TYPE :CNTINUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTION 585.324-0500 Exceptions: assemblies on the prem•ses of a registered and epproved fabricator in accordance with Section 1704.2.5.1, 2.2. The footings are designed In accordance with Table 1839.7. 1 Verify marerl.ils beloev shallow foundations are adeq.rate to - k achieve the design bearng capacity 2 Verify excavations are extended to proper depth and have X civil engineer Special Inspections and tests are not required for ccnstruetion of a minor nature or as warranted by conditicns 2. Certificates of compliance for the seismic qualification of nonstructural components, supports and attachments 2.3.The structural design of the footing Is based on a specified compressive strength, Cc, not more than 2,500 reached roper material 1 p p q - fn the jurisdiction as approved by the building o'�icial. in a:cordancc with Section 1705.13.2. ounds per square inch (psi) 17.2 MPa regardless of the compressive strength s ecrled In the ao roves' 3 ?erform dassif cvior and tact nq ci compacted fill materials. x LKMA p p q p )( ) g p g p p 4 Verify use of proper rnatenals.densities any li't thicl nesses X 437&405 construction do:uments or used in the footing construction. during plarement ono coin actor of coin actedfill South Country Road 2. Unless othen+vise rcqulrcd by the building offclol, speclaf lrspections and tests are not required for Grcup U 3. Certa7cates of compliance for designated seismic systems In accordance with Section 1705.13.3. _ 5. =nor to placem ant or comparted fill,Inspect subgrade am ver- X Brookhaven,NY 11719 occuparcles that are accessory to a residential occupancy Including, but not limited to, tLose listed in Section 3. Nonst-UctLral concrete slabs supported directly on the ground, Inc'uding prestressed slabs on grade,where iN thet ste pas been prepared properly 631.286.8668 312.1, 4. Reports of preconstructior tests for shotcrete in accordance with Section 1938.5 ti-e effective prestress in the concrete is less than 150 psi (1.03 Mra). - 1705.11 Special inspections for wind resistance. m.e.p. &f.p. 3. Special inspections and tests are not required for portions of structures designed and constructed in 5. Certificates of compliance for open web steel joists and joist girders In accordance with Section 2207.6. 4. Concrete foundation wars constructed In accordance with Table 1807.1.6.2. Special inspections for wind resistance specified in Sections 1705.11.1 through 1705.11,3, unless exempted by ed with the cold-formed steel light-frame ronstrur1on prrvisirns of Section ?_211.7 or the renventionat the exceptions to Section 1704.2, are required for buildings and structures constructed In the following areas: M15 Engineering,ofthChestnut P.E. B light-frame con.itruction orovlslons of Section 2308, 6. Reports of materlal properties verifying c:ornpliance with the requirements of AWS D1.4 fop weldability as 5. Concrete patios. driveways and sidewalks,on grade. B t5o No h ester, Street L Rochester, NY 14604 '-'r- speclited In Section 26.t,.4 of ACI 318 to reinforcing bars in concrete complying with a standard other than 1. In wind Exposure Category B, where Vesd as determined in accordance with Section 1609.3.1 Is 120 miles per 585.288.5590 1705.3.1 Welding of reinforcing bars. 4. The contractor is permitted to employ the approved agencies where the contractor is also the owner. ASTM A706 that are to be welded; and hour(52.8 m/sec) or greater. Special Inspections of welding and qualifications of special!Inspectors for reinforcing bars shall be in accordance 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 spectal Inspect'on and of AlVS D1,4 for special Inspector quallfication. 2• In wind Exposure Category C or D, where Vasd as determined in accordance with Section 1609.3.1 is 110 mph structural engineer Prior to the start of the construction,the approved agencies shall provide written docimentation to the build!ng A615 and used to resist earthq�Iake-induced flexural or axial forces in the special moment frames, special (49 misec)or greater. 550 North Consulting Engineering? official demonstratirg the competence and relevant experience or training of the special insoectors who will structural wa Is or coupling beams connecting special structural walls of seismic force-rezistlrr5 sys'ems in 1705.3,2 Material tests, th County Road,Suite perform the special In.pections and tests during construction. Experience or training shall be considered relevant structures assigned to Selsmlc Des.fan Catecory B, C. D, E or F. In the absence of sufficient data or documentation providing evidence of confornlaice to quality standards for Saint James, NY 11780 where the documented experience or training is related In complexity to the same type of special Inspection or materials In Chapters 19 and 20 of ACI 318, the building official shall require testing of materials In accordance 1705.11.1 Structural wood. 631.686.5234 t I s. These qualifications are In addition to 1704.6 Structural observations. with the appropriate standards and cri:erla 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- testing act vs sp for projects e simper complexity and materia qu�flt e� he q Where required by the provisions cf Section 170.1.6.1 or 1701.6.2,the owner or the owner's authorized agent resisting system. Periodic special Inspection is required for nailing, bolting, anchoring and other fastening of qualifications si>ecit ed In other sections of dtTls code. shall employ a registered design rofesslonel to perform structural observations. Structural observation does no: elements of the main windforce-resisting system, Including wood shear walls, wood diaphragms, drag struts, P Y g g P P 1705.4 Masonry construction. r induce or waive the responsibility for the Inspections in Section 110 or the special inspections in Section 1705 Ul Special Inspections and tests of mason construction shall be performed in accordance with the quality braces and hold-downs. The registered design professional in responsible charge and engineers of record Involved in the design of the other sect ons of this code. p p masonry r p q y key project are permitted to act as the approved agency and their personnel are permitted to act as special assurance program requirements of TMS 4021AC15301ASCE 5 and TtAS 602/ACI 530.1/ASCE 6. (�} Inspectors for the work cosigned by them, provided they qualify as special inspectors. Exception: Special inspections are not required for wood shear walls, shear panels and diaphragms, Including TRUE Prior to the commencement of observations, the structural observer shall submit tc the building of.,clal a written Exception: Special inspectlors and tests shall not be required for: nailing, bolting, ancioring and other fastening to other elements of the main windforce-resisting system, where NORTH 1704.2.2 Access for special inspection. statement Identifying the frequency and extent of structural observations. the fastener spacing of the sheathing is more than 4 inches (102 mm) on center. The construction or work for whicr special inspector or testing is required shall remain accesslb a and exposed e 1. Emolrically designed masonry, glass unit masonry or masonry veneer designed in a:cordan:;e with Section + far s eclat inspection cr testlr our uses until completion of the required special Inspections or tes.s. At the concluslor of the work included in the pnrml., the s.ructural observer shall submit to the bulidirg official a 2109,2114 orCha ter 14. respectively, where they are part of a sVuct.rre ctassltled as Rtsk Category I, 11 or III, 1705.11,2 Cold-formed steel light-frame construction. p p 9 p P p written state nent that the site 'visits have been made and Identlfy any reported deficiencies that,to the best of Periodic special Inspection Is required for welding operations of elements of the main windforce-resisting system. 1704.2.3 Statement of Inspections.ins special the structural observer's knowledge, have not been resolved. P P 2. Masonry foundation wa Is constructed in accordance With Table 1807.1.6.3(l), 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 The applicant sha I submit a statement of special inspe^tions in accordance with Section 107.1 as a condition for 1807.1,6.3(4). R permit Issuance:. Thf3 statement sha I be In acccrdance with Section 1704.3. 1704.6.1 Structural observations for seismic resistance. of the main windforce-resisting system, including shear walls, braces, diaphragms, collectors (drag struts) and •� Structural observations steal be provided for those structures assigned to Seismic Design Category D, E or F hold-downs. p Exception: A statement of speclaf inspections Is not required for portions of structures designed and constructed where one or more of the following conditions exist: s Masonry 1, 211 or masonry heaters or masonry chimneys installed or constructed in accordance with In accorcance�v1tt1 the cold-formed steel Iigllt-frame construCtlon provisions of Sectio:12211.7 or the Section 2.11, 2112 or 2113, respectively. Exception: Special Inspections are not required for cold-formed steel light-frame shear walls and diaphragms, 1. The structure Is classlfled as Risk Cate o III or IV. including screwing, bolting, anchoring and other fastening to components of the windforce resisting system, ronventlonal lipit-frame ronstrurtlon provisions of Sec`ion 2308. g ry 1705,4,1 Empirically designed masonry, glass unit masonry and masonry veneer in RISE Category IV. where either of the following applies: 1704.2.4 Report requirement. 2. The height of the struct ire Is greater than 75 feet (22 850 mm) above the base as defined In ASCE i. Special Inspections and tests for empirically designed masonry, glass unit masonry or masonry veneer designed A staved agencies shall keep records of special Inspections and tests.The approved agency shat! 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 Pp g p p The structure is asst ped to Seismic Desigr Category E is classified as Risk Category I or 11 and is greater as Risk Category IV shall oe performed in accordance with TMS 432/ACI 530/ASCE 5 Level B Quality reports of speclal nspectlons and tests to the building official and to the registered design professional in 9 g g rY VIEW responsible charge. Reports shall indicate that work inspected or tested was or utas not completed in than two ctorles above grade plane. Assurance. 2.The sheathing is wood structural panel or steel sheets on only one side of the shear wall, shear panel or VINEYARD conformance to approved construction documents, Discrepancies shall be brought to the immediate attention of diaphragm assembly and the fastener spacing of the sheathing is more than 4 Inches (1 D2 mm) on center o,c. . the contractor for corrertlon. If the��are oat rnrrected, the dfsrrepanrfes shall be brought to the attention cf the 4. wren so designated by the registered design protesslcn8l responsible for the structural design. 1705.4.2 Vertical masonry foundation elements. building official and to the registered design professional In r®sponsible charge prior to the completion of the: Special inspections and tests of vertical masonry foundation elements sha'I be performed in accordance with 1705.11.3 Wind-resisting components. n phase of the work, A final report documenting required specie!lrspections and tests, and correction cf any 5. When such observation is soecifrcally required by the bulyding officlai. Section 1705.1. Periodic special Inspection is required for fastening of the following systems and components: disc-epanc es noted in the inspections or tests, shall be submitted at a point in time agreed upon prior to the startCounty Road 48 1704,6,2 Structural observations for wind requirements. TABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION Greenport, NY 11944 of work by the towner or the owners authorized agent to the building official. q '!. Roof covering, roof deck and roof framing connections. Structural observations st,al be provided for those structures sited where Vasd as determined in accordance with seal 1704,2.5 Speciial inspection of fabricated items. Section 1609.3.1 exceeds 110 mph 49 misecl, where one or more of the following conditions exls:: :o SPECIAL PERIODIC SPECIAL REFERENCED IBC p ( g TYPE SPECIAL INSPECTION STANDAFDa REFERENCE 2. Exterior wall covering and wall connections to roof and floor diaphragms and framing. Where fabrication of structural. lord-bearing cr lateral load-resisting members orassembiies is being conducted IN5F'tCI1CN �EOF Nf/y on the premises of a f2brlcntcr's shop, special Inspections of the fsbr/cated!te,ms shat l be performed durirg 1. The structure is classified as Risk Category 111 or IV. , Inspect reinforceriert i•tctuding prestressing - x ACi 318 Ch 20. i5 2 1906 a tendons and verfv placemen:. 25 3. 2r,6 1-26 6.3 �� pias i�4 r�� fabricetlon. 2 Rein'orcing barweldng 1. The building hsfgh,is greater than 75 feet (22 860 mm;. a Verify weldability of reinforcing bars X other than ASTM A706 AWS D14 Exceptions: b. inspect single-pass fillet welds, maximum x Act 318:26 6.4 3. Wren so designated by the registered design professlcnal responsible for the structural design. s, and 1. Speclal Inspectlors during fabrication are not required where the fabricator maintains approved detailed c'Inspect all Dth=rvields. x fabrication and quality control procedures that provide a basis for control of the workmanship and the fabricator's 4. WI-en such observatior is soeciftcaliv requires by the buliding officiai. 3. Inspect ancho•scasi In concrete - X ACI 318 17 s z 0769 g abffi, to conform to approved construction documents and this code.Approval, shall be based upon review of 4 inspect anchors post-Installed In haroered y pp r and eriodic Inspection of fabrication practices b the building officia'. SECTION 1705 REQUIRED SPECIAL INSPECTIONS AND TESTS currr:rere ruernbe"se �QFfSSIONP�' fabricatlan and quality control procedu es a p p N Y 9 a AdhEsiv®ancho•c installed in•rorLontally or up vardle inclines orientations to resist ACI 318: 17 8.2 4 2.Speclal Inspectiors are not required where the fahricator Is registered and approved in acccrdance with 1705,1 General. sustained:enslon loads. x - issued date description Speclal inspections and tests of elements and nonstructural components of buildings and structures shall meet b Mechanical anchors and achesive anchors E E Section 704,2.0.1. p- p � nut Defined in 4 r X ACI 318. 17 E 2 the app scab a requ rements of this section. ACI 310 Ch 19 1304 1 1x04.2 1 03/15/19 Issued For Construction 1704.2.5.1 Fabricator approval. 5.Verify use of required design mix - X 2r,d 3 26 4 d •909.2 1908 3 Special Inspections during fabrication are not required where the work is done on the premises of a fabricator 1705.1.1 Special cases. 6 Piorto corcreta plarrarnen., fahri:ata specs- ASTfv1 c172 reg shred and approvec to perform such work without special Inspection. Approval shall be based upon review Spacial lnsp®ctions and tests shall be required for proposed work that is in the opinion cf the building official, mans for strength perform slu p and a r X _ ASTM Cel 1900.10 content tests.and dete•rnhe the temperat_Ire of ACI 31E. 26.4 2[.12 of the fabrcator's written procedural and quality control manuals and perodic auditing of fabrication practices by unusual it its nature, such as, but not limited to, the following examples: 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 - 1905 G 19]8 7. to the owner or,tie owner's authorized agent for submittal to 'he bui;ding official as specified in Section 1704.5 1. Construct on materials and systems that are alternatives to materials and systems prescrIted by this cote. Proper apprlcatfon 1!thnigres X ACI 318:26.5 1800.0 stating that the work was performed in accordance with the Approved construction docirme .araturP and nts. a. veru, nd t enance cf soeclfi*d c.rr(ng tem- - X ACI 318 26 5.3-26 5 5 1908.9 tochninnaa 2. Unusual ceslgn applications of materials tescribed in this code. 9 Inspect prestress3d"orcrete for 1704.3 Statement of special inspections. a.Aaplication of prestress ng forces and X _ ACI 318 213 10 Where s ec/al Inspections or tests are required b y Section 1705, the registered design professional Ir7 3. rv4;te•lals and s Stems re uired to be installed in acccrdance with additional manufnrturer's lnstrtirtfors that b. Grouting of bpi n o prestressing tendons X - p p q y g g p Y• q 10 Inspect enaction of areoast concrete rreml�ers. X ACI 3'8 ;:h 2E 8 responslble charge shall prepare a statement of spec/al Inspectfons In acccrdance with Secticn 1704.3.1 for prescribe requ"rements not contained in this code or In standards referenced by this code. 11 verity In-stu-encrete strength prior tc stress- subm ttal by the applicant In accordance with Section 1704.2.3. Ing of tend'm!In pest-tenslonad•oncrete and - X AC1 318 26 11 2 - 1705.2 Steel construction. priorto removal ofsioras and forms from beams and st-uc:ural slabs. Exception: The statement of special inspections Is permitted tc be prepared by a qualified person approved cy The speclal lnspectlons and nondestructive testing of steel constnaction In buildings, structures, and portions 12 Inspect formvver,.for shape ocation and the building oft clal for ronstrjrlon not designed by a registered design professioral thereof shall be in accordance With this section. d diens ons of the concrete member being - X ACI 31R 26-1' 12(b) - F `ormed. --L 1704.3.1 Content of statement of special Inspections. Exception: Special inspections of the steel fabrication process shall not be required where the fabricator does r The statement of special inspections shall Identify the 'allowing: not perform any weldinc, thermal cutting or heating operation of any king a-Where as part of the fabrication process. In For 1 Inch=2164 mm such cases, the fabricator shal be required to submit a delaflec procedure for material control that demonstrates ere appicabe see also Section 17c5.12, Special inspections for seismic•es stance b Specific requlrerents for special insp•ectiol spall be Included In the researh-eport ter the anacr Issued by an approved source In accordance frith 1. The ma:erfals, systems,components and work required to have special inspectrors or tests by the bulldirg tic febricator's ability to maintain suitable records and procedures such :hat, at any time during the fabrication 11.b.2 In ACI 318,or olher qualincatlor procedures.Wiera specific requirements are not provided speclal Inspection requirements shall be specitiad by cfficial orb the registered des pr professlonsl responsible fcr each portion of the work. rocess, tie material s ecification and rade for the main stress-carrying elements are capable of beim tie registered dr5lgn professional and shell be approved by the building oaichl prior to the commencement of the oti or Y g rg p p P p 9 rY 9 F 9 title deterinlned. M II test reports shall be Identifiable to the main stress-carrying elements when required by the 1705.5 Wood construction. 2. The type and extent of each special Inspection_ approved construction documents. Special inspections or prefabricated wood structural efernenls arid assernbties shah be in accordance with SPECIAL 3. The type and extent of cacti tcs,. 1705.2.1 Structural steel, Section 17042.5. Speclal Inspections of sltebuilt assemblies shall be In accordance with this section. Specral lnspectlons and nondestructive testing of structural steel elements in huilcings, structures and prrtinns INSPECTION 4. Addltloral re ciLlremerts for special lnspectlons or tests for seismic cr wind resistance as specified In Sections thereof shall be in accordance with the quality assurance inspecHigh-load tion requirements of AISC 360. .1 High-load diaphragms. 1705.11, 17U5,1Z and 1?U5.•3. High-load dlaohragrns designed in accordance with Section 2306.2 shall be installed vvi:h spaclalinspectlons as REQUIREMENTS Exception: Specie!inspection of railing systems composed of structural steel elements shall be limited to irdicated In Section 1704.2. The specia' Inspector shall inspe:.t the wood structural panel sheathing to ascertain 5. For each type of special Inspection, identification as to whether it will be continuous special Inspection, we di'1g inspecllcin of welds at the babe ur cantilevered rail posts. whether It is of the grade and thickness shown�on the approved construction documents. Additionally, the special ppr'odir special inspection or performed in arrordanre with the notatirn used In the referenred standard where Irspector must verify tie nominal size of framing members at adjoining panel edges, the nail or staple diameter the Inspections are deflred. aid length, n agh r l s witheberof fastener lines n and ion documents spacingthat the between fasteners In each line and at edge margins pp v drawn by: JR 1704.3.2 Seisinic requirements in the statement of special Inspections. Where Sectlun 1705.12 or 17 05.13 Specifies sFecial Irspectlons cr tests for seismic resistance, the Statement of Where.2 truss dplate-connected woad trusses spanning 8D feet or greater. special tnspect!ons shall Idertir'rr the designated seismic systems and seismic force-resisting systems that are Where a truss clear span is 60 feet(182$13 mm) or greater,the special inspector shall verify 1ha#the temporary checked by: TM subject in the special all l ecfio»s or tests. irstallation restraint/bracing and the permanent individual truss member restraintlbracing are installed in J accordance vlth the approved truss submittal package. scale: AS NOTED } 1704.3.3 Wind requirements In the statement of special inspections. project number: 10002 a Where Section 1705.11 specifies specia;inspection for wind resistance, the statement of speclal Inspections scaled inch shall Ident fy the moln w ndforce-resisting eyetems and wind-resisting components that are subject to special Inspections. sheet number 0 U U BUILDING D m Z a s H ;+- + 4 S0020 a tCn au BEATTY HARVEY COCO ARCHITECTS , LLP NEW YORK I MARYLAND 67,-�„ � 1300 Walt Whitman(63R 300-1010 Conifer New York, 11747 14'-51" 61_B11 31'-10�" 14'•5 " owner/developer Conifer Realty 1000 University Avenue Suite 500 Rochester, NY 14607 585.324-0500 'r-- - -- - - - - - I - - -- - - -r.- - - - , � — — — — •. r ., civil engineer o l LKMA 43 4�- - - - -- - - -- - - - - - - -- - - -- -- - - - - -- South Country Road I I I Road�, I I Brookhaven, NY 11719 s — —r N -- - - - - - 631.286.8668 'r —I I— T T "I I— T I I m.e.p. &f.p. LO I I I ,;,. I M/E Engineering, P.E. B I -� I I I I I I I I B 150 Noh Chestnut Street I r' Li 19'.3 " 121.0.1 I 1 '-1�" L — J 12'-O" I L —J 14'.1 '" 121 011 I 12'-7�" I Rochester, NY 14604 '; I 585.288.5590 NI I I I I I N "411 structural engineer I I — TDM Consulting Engineerin NEW 4" CONC.SLAB W/ I ( I ( I I NEW 4" CONC. SLAB W/ L''_''` i I 550 North County Road,Suite? '•, Saint James,NY 11780 WWM 6x6 W4.Ox4.0 OVER I ( I I I I WWM 6x6 W4.Ox4.0 OVER I •j I 6 MIL, POLYETHYLENE i ( I I I I 6 MIL. POLYETHYLENE I is I 631.686.5234 N I I VAPOR BARRIER ON ( I I I I I VAPOR BARRIER ON I :' M I ( COMP. SUBGRADE COMP, SUBGRADE I (T.O.S. EL.=O'-0") ( I I I I I (T.O.S. EL.=O'-O") key � 3 - - -- - - - - - - — - - TRUE F NORTH sz.00 I I I I I • C wil I I W11 I 1 5 I �- - - — — — — — — — — — — — — —o --I I I I I I - -- -- - - - N — ` � — I I N - - - - - - - - - -- - HAUNCHED SLAB TO ALIGN W/ I I I I LOAD BEARING WALLS & SHEAR WALLSI I I r`"� rpm COORD. LOCATIONS W/ARCH, DWG'S I I I I ■a Oo 21-011 . I I I I I i -011 _2! — :�: I I I- L —: 'a I project VINEYARD VIEW N I `' -}° I I County Road 48 Greenport, NY 11944 seal ora MiRq � .� ,�.. r — — i N. `t CV N 'IN t .i 'f. �I .r. t, 4' 'T• 1 R Wit• _ 0 9 1 •,Y •1' 9 cV'• C •h• /� •M' Id S C� 0 F2,5 F2,5 F2,5 t Fz,5 '�� issued date description F2,5 10'-11 '"' F2.5 - 5.2.00 F2.5 F2.5 1 03/15/19 Issued For Construction 11- 6 111 1 11 15'-9" 12'.q" 6 .9 101.1111 11.911 14'-5 " 21-011 40'-11. 1• 141-111 2'-011 1 L 73'-11" 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-4.00. checked by: TM 5. FOR PIER DETAILS, REFER TO DRAWING S-4.00. °...f- scale: AS NOTED J Uproject number: 10002 L Q scaled inch 0 sheet number U O z BUILDING D a 0 + - - - - �- �- - + -� S1900 115D BEATTY HARVEY COC6 ARCH I T E C T S , LLP NEW YORK I MARYLAND p� 67'-61" 1300 Walt Whitman Road, New York, 11747 �- 4 �q p: (631)300-1010 14-54" 6. 8,. 31'-104" 14'-54" owner/developer 4 onifer Realty 1" �� 11 5'-111" ' 1�� , 1„ 1000 University Avenue Suite 500 4'-3-" 5'-111" 4'-31" 4 31" 5' 11- 4-3- Rochester, NY 14607 4 2 4 - 4 3'-6" 5'-112 31-6" 6'-0" 3'-6 2 31-6" 4 2 4 H1 H1 2 585.324-0500 sz.ol H1 Hl 0 � iv _ _H1 _ civil engineer 3 14'-5& 14'-5 LKMA 4 0 4 437 &405 H1 H1 H2 H1 H1 SW-2 Ln South Brookhaven,Country Road SW-2 — — — — — — — — — 1719 631.286.8668 milt ~ m.e.p. &f.p. = 1.. �� N 8-� `n N M/E Engineering, P.E. NOTE:GYPCRETE NOT I R 150 North Chestnut Street REQUIRED ON THIS UNIT + Rochester, NY 14604 20'-21" 15'-6 15'-63" SEE ARCH. 13,-61„ 4 4 4 4 �bv 585.288.5590 _ 4" structural engineer N NTDM Consulting Engineering CD 550 North County Road,Suite E T" 18" FLOOR TRULS 18" FLOOR TRULS 18" FLOOR TRU S 18" FLOOR TRU Saint James, NY 11780 -SC'4 @ 24"O.C. @ 24"O.C. @ 24"O.C. @ 24"O.C. in 631.686.5234 N M N 18"DEEP GIRDER TRUSS7'_4- ke N 10'-44" 4 y SW-7 TRUE SW-6 NORTH 18"DEEP 31RDER TRUSS 18"DEEP GIRDER TRUSS -AN 1 -I- 714t sz.01 a; N I ci N N N r rYLry w M OPEN r+ > a ■III! OPEN M OP N a �bv LU N w � 2'-0" 18"DEEP GIRDER TRUSS 3}"x3g' o PSL POSTS(TYP.) 18"DEEP GIRDER TRUSS project VINEYARD VIEW (4 37"'x31" N N i 3 'x3}" = 18"DEEP SIRDER TRUSS 18"DEEP GIRDER TRUSS PSL POSTS(TYP.) i O PEN / _ M� a \" i M County Road 48 ;t Ln WGreenport, NY 11944 OPEN NOTE:G PCRETE NOT NOTE:GYPCRETE NOT sealCD AlC riles REQUIRE ON THIS UNIT REQUIRED ON THIS UNIT \ =1� - �\� C En = SEE ARC . SEE ARCH. = r• 14' 54 j/ \ N ' CU \� SW-1 1 H1 H1 H1 H1 H1 H1 / < y OFN C) H1 H1 q H1 H1 \ N N U N 2'-7- 2 7- 2 - -7- 2-5- - 2'-71" 3' 1.. 1.. 2' 74" 3'-0" 2Ll - 0.. 3'_0 2'-14" 3'_0" 2' 111 2. 74.. 2. 72.. � � 2 4 2 4 4 3-0 i� 2 J J3'-0" 4 I N of - 2-8 �i 3-8 I x _ - I N00 v x ` _ _ �3)2x12 _ _ _ _ _ _ _ _(3 2x1 _ _ _ _ _ _ _ _ 3 2x1 _ _ _0 N x N 3 `V 2._74.. issued date description f L2x12 _ _ _ _�3�x12 52.01 — — — 1 03/15/19 Issued For Construction 10'-113.. 6 11'-73.. � �� 2'-63.. 6 �� 5 10'-113.. � �� 11-9j 4 1 - 4 15 -9 4 2'=9 4 1_911 9 4 6/27/19 Proiect Bulletin 4 4 40'-112" 3.. - 21-011 4 2'-0" 73'-11" F i SECOND FLOOR FRAMING PLAN title SCALE:3/16"=1'-0" H EA D E R S C H E D U L E NOTES: i MARK MATERIAL SUPPORT EACH END CONN.AT SUPPORT SECOND FLOOR 1. FLOOR CONSTRUCTION SHALL CONSIST OF GYPCRETE OVER 4" T&G PLYWOOD SUB-FLOOR ON H1 (2)2X10 (2)2X6 STUDS FRAMING PLAN WOOD FLOOR TRUSSES. 2. TOP OF SUB FLOOR ELEVATION=10'-9" H2 (2)14X11'sLVL (3)2X6 STUDS 3. INDICATES WOOD STUD BEARING WALL. SEE PLAN AND SCHEDULE FOR SIZE AND SPACING. drawn by: JR 4. ALL DIMENSIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS. checked by: TM 5. SW_ INDICATES WOOD SHEAR WALLS. SEE SCHEDULE AND TYPICAL DETAILS ON DRAWINGS S-3.00 THRU S-3.10. scale: AS NOTED U project number: 10002 � I Q scaled inch o sheet number 0 U BUILDING D � � 4H + c) S1 * 01 N 6l 77 � r BEATTY HARVEY COCO A R C H I T E C T S , L L P NEW YORK I MARYLAND 1" 1300 Walt Whitman Road, New York, 11747 67-64 I A p: (631)300-1010 14' 53" 3.. 3,. owner/developer 4 g" 31 -104 14'-54 4 3" -4 5'-11-" 5'-11-" " Conifer Realty 4'-31" 5'-111" 4'-31" 1 1 1 1 1 1000 University Avenue Suite 500 4 2 4 - 4 3-6 2 13 -0 2 3'-6" 4-34 5 112 4 34 Rochester, NY 14607 585.324-0500 - - - H1 - - H1 - - - sz.al - - _- H1 - - H1 -_ - - � civil engineer I I I N I I 0 14'153" LKMA 14 53" / - _ _ _ _ _ _ _ _ _ _ _ 4 ( 437 & 405 - H1 • �v _ in 4 I �., H1 H1 H1 H1 s 2 LO South Country Road SVS-2 �-r� — — — — — — — I Brookhaven, NY 1 1719 I / I 631.286.8668 \ I .ilk m.e.p. &f.p. N ' 91_4„ N \ , = I N M/E Engineering, P.E. \ , B 150 North Chestnut Street Rochester, NY 14604 20'-24"/ 1 '-64" 15'-64" 13' 64" I _ 585.288.5590 I b� I 3.. "' structural engineer TDM Consulting Engineering Li ci Vn U Lo ci _ 550 North County Road,Suite E o O o \ � O I cv Saint James, NY 11780 QO N 631.686.5234 ccNO @) @J O @J ry) = 3 i i4 1 y iv 10'-44" ke \ /I hW-7 I V NORTH \ I � i I .--Ild .SIN TRUE I SW-6 m •-+I�r mbar � , r' � --lilt v 71- Rt �i nn IEM� I I= I N N o v 2' 0" 2'- project I \ / ti� -1 VINEYARD I VINEYARD VIEW - Mill" + M� °° ; - - - - - \ // - - - - _ '� U? County Road 48 \ / ; Greenport, NY 11944 seal i-A 13„ I O\C3 E D � 61 / 14 5-4 \ / hO �� s 1 LO 1 H1 H1 H1 H1 H1 H1 / I �,9' n 0 I I Q r \r O <� - I _ ) o H2 - - - - - - - - - - - - - - - - - - - 1i O / - � - - - - r1 T � - - - - - - - E issued date description L_ — — J OUTLINE OF ROOF BELOW i 1 03/15/19 Issued For Construction 4'-3" 6'-0" 4'-3 i42 4 22'-73"4 2 4 2 4 2 4 2 4� 1.. .. � .. .. � � � .. � .. � .. � .. � .. " 3' o-4 2'-71" 2 -5 2 -73 2-71 2-71 2-73 2-71 2 -73 2-71 2-73 2-71 2-7 3 -104 5'-11" 2'-7311 4 5'-11" 4 6/27/19 Proiect Bulletin 4 2'-0.. 14'-54" 40'-112"14' � 21-0" 73'-11" F F 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 4" T&G PLYWOOD SUB FLOOR ON WOOD FLOOR H1 (2)2X10 (2)2X6 STUDS FRAMING PLAN TRUSSES. 2. INDICATES 2x6 WOOD STRUCTURAL WALL. H2 (2)1aXll$LVL (3)2X6 STUDS 3. ALL DIMENSIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS. + 4. SW_ INDICATES WOOD SHEAR WALLS. SEE SCHEDULE AND TYPICAL DETAILS ON DRAWINGS S-3.00 i drawn by: JR THRU S-3.10. checked by: TM scale: AS NOTED N project number: 10002 scaled inch o sheet number U U BUILDING D( 0 00 T J">3 ANCHOR BOLT �b . . � I @ 3'-0" O.C. J"O ANCHOR BOLT c� 3'-0" O.C. PLYWOOD SHEATHING 304" PLATE PLYWOOD SHEATHING SEE SHEARWALL SCHED. WASHER SEE SHEARWALL SCHED. 3x3x " PLATES ` PLYWOOD SHEATHING SIMPSON TYPE SSP WASER 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 4" SLAB ON GRADE J"O ANCHOR BOLT 3x3x ' PLATE 1 PRE-MOLDED R OCO WASHER 4" SLAB ON GRADE4" SLAB ON GRADE FILLER ARCHITECTS , l L P W.W.F. @ 3'-0" O.C. 4" SLAB ON GRADE FIN. GRADE FIN. GRADE NEW YORK I MARYLAND A T.O. SLAB T.O.GRADEL T.O.SLAB T.O. GRADE T,O.SLAB 1300 Walt Whitman Road, New York, 11747 ° — — EL.=0'-0" El.=SEE ARCH. 1' x x—x—x`x—x—xII— E L.=0'-O" p: (631)300-1010 x x—;>t—x—x a x—x �-x—x—x=x—x x—�c EL.=O-0 EL.=SEE ARCH. ° ;k—x—x x—x i x x X—x—x° li ° .4 ° a . ° e o it a ° li 00 owner/developer 14 �? co ° - I - r r ° - - al J 21 J eferRea01000 UniversityAvenue y 6 CRUSHED- LL #5012" - �_� p - - STONE �i (Ili I I- °�'. 1 ° �_� �_� �_� �= _� �_� = 1 �_� . a �� _� �_� �_� �= Rochester, 32 14607 — ° �_ :� - - —� —� —� I I —I I I—� —I I El 1 1 1 �—� � �—� � �—�� 585.324-0500 I- -_I' ' _III=III- I 1=11 ° - -� �-III- l I l I 1=1 =1 I El � E_��- 6 CRUSHED STONE COMPACTED-/ I_ _I �_ 2#5 BARS CONT. j 6" CRUSHED �� z ° ° I I—I I-I I-I I I—I I— I I- S U B G RADE 1= - - _ _ _ _ -=1 #5 10" O.C. z I 1 STONE #5 @ 12" - #4@12" I 1 I-� I I-I 1 -I 1 - 1- civil engineer 12 Iil l l III ill III III III III— —III a III=I I— ii—i 2'-0" 3#4 CONT. c VIII I.iI 7&4 �;� 437&405 oad 12 M 6.. COMPACTED ° COMPACTED BrookhaSouth ven, NY 81719 BACKFILL ° BACKFILL #4 X012 ° ° 631.286.8668 m.e.p. &f.p. a 3#5 BARS M/E Engineering, P.E. B 1 `.�' ° g 150 Nor h Chestnu Street + SECTION I °° 3#5 BARS t Rochester, NY 14604 —I 585.288.5590 SCALE:3/4" =1'-0" S-2.00 - =1- 7_41I II VIII I-II -III- I— #5 @ 12" O.C. #5 12" O.C. engineer III=III I 6" 6" COMPACTED structural en 6" 8" 6° V-8° BACKFILL TDM 50 orthtCouuntyRoad Suite? COMPACTED BACKFILL Saint James, NY 11780 631.686.5234 - SECTION r3 SECTION ('_2� SCALE:3/4" =1'-0" S-2.00 key SCALE:3/4"=1'-0" S-2.00 TRUE NEW 6x6 WOOD POST NORTH TYP. SIMPSON STRONG-TIE CB66 POST ANCHOR bc■on m o r 1'-0"x1'-0" PIER W/4#5 VERT. BARS &#3 STIRRUPS @ 12" O.C. project ° z ° VINEYARD VIEW 0 M + 7, a CD ° D County Road 48 Cc ° a C LAJ= ° ° ° ° ° Greenport, NY 11944 W H seal N SEE FOOTIN SEE FOOTING SCHEDULE SCHEDULE FOR S`POl�OF �r0 REINFORCEMENT �� 4 :�o� Ir � W SECTION 4 0769 19 SCALE:3/4"=1'-0" S-2.00 � SIOIA E ,E issued date description -� 1 03/15/19 Issued For Construction title FOUNDATION SECTIONS drawn by: JR checked by: TM J scale: AS NOTED U project number: 10002 r scaled inch 0 sheet number U O U a BUILDING D 0 m 9 H S2900 3 4 5 6 7 8 9 CD F 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 Whitman Road, New York, 11747 p: (631)300-1010 owner/developer A Conifer Realty 1000 University Avenue Suite 500 r � Rochester, NY 14607 585.324-0500 �2X TRUSS BRACING. SEE civil engineer HGA10 @ 4'-0" O.C. TRUSS SHOP DWGS LKMA 437&405 South Country Road Brookhaven, NY 11719 T.O.TOP PLATE T.O.TOP PLATE 631.286.8668 T 0 TOP PLATE EL.=SEE PLAN EL.=SEE PLAN m.e.p. &f.p. �EL.=SEE PLAN SIMPSON TYPE H2.5A SIMPSON M/E Engineering,P .E. FASTENER FASTENER NY 14604 B� TYPE H2.5A i q 150 North Chestnu Street DOUBLE TOP PLATE SIMPSON TYPE H2,5A LBLE TOP PLATE DOUBLE TOP PLATE "-� 585.288.5590 FASTENER structural engineer TDM 50 North Couunty Road Suite E A 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 SIMPSON STRAP TIEFASTENER TYPE H2.5A 2X6 STUDS AT 16" O.C. SIMPSON STRAP TIE tEE PLYWOOD SUBFLOOR tEE SCHED FOR NAILING tEE PLYWOOD SUBFLOOR. PLYWOOD SUBFLOOR. MSTC28 @ EACH STUD SCHED FOR NAILING MSTC28 @ EACH STUD SCHED FOR NAILING (TYP,) SECTION A-A (TYP.) ■� _ �.l. T.O,2ND Fl.SUB FL. T.O.2ND FL,SUB FL. T.O.2ND FL,SUB FL. EL.=SEE PLAN El,=SEE PLAN EL,=SEE PLAN 0 2x6 BAND JOIST LADDER TYPE TRUSS AT EXTERIOR WALLS project SIM SIMSON LTP4 AT 2'- SON LTP4 AT 2'-e-" -i O.C.ALONG PLYWOOD 0 CPALONG PLYWOOD VINEYARD VIEW JOINT 18" DEEP FLOOR JOINT 18" DEEP FLOOR TRUSSES @ 24" O.C. 18 DEEP FLOOR D� TRUSSES @ 24" O.C. TRUSSES @ 24" O.C. T - D County Road 48 Greenport, NY 11944 seal NOTE: NOTE: OF HOLDOWNS TO BE INSTALLED AS �P~\EOF P"1� PER MSIMPSON HOLDOWNS SPECIFICATIONS.TOBE INSTALLED AS NOTE: PER MANUFACTURER SPECIFICATIONS,' �p�AS Af/�Pq®�0 SIMPSON HOLDOWNS TO BE INSTALLED AS PER MANUFACTURER SPECIFICATIONS. SECTION SECTION 1 SCALE:3/4"=1'-0" S-2,01 18" DEEP WOOD TRUSS GIRDER SECTION 2 SCALE:3/4"=1'-0" S-2.01 FO 0769 SCALE:3/4" 1'-0" $-2.01 �°FEssiNajr F, 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 4 (3)2X12 WOOD GIRDER SCALE:3/4"=1'-0" 5-2,01 • . 2x8 JOISTS @ 16" O.C. SIMPSON TYPE LB (2)2x8 BLOCKING 18" DEEP FLOOR 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/%" LAG BOLT, title FRAMING SECTION 5 SECTIONS SCALE:3/4"=1'-0" S-2.01 T -f drawn by: JR checked by: TM J scale: AS NOTED U project number: 10002 r scaled Inch Q 0 sheet number U O U Z BUILDING D 0 co 4H S2001 x 0 m 7 4F+ C) N a ROOF P=4.5K ROOF P=2.2K ROOF P=3.8K ROOF P=2.9K (' EL.=19'-8" EL.=19'-8" EL.=19'-8" EL.=19'-8" SIMPSON ANCHOR SIMPSON ANCHOR - SIMPSON ANCHOR SIMPSON ANCHOR BEATTY HARVEY COCO �TIEDOWN SYSTEM TIEDOWN SYSTEM TIEDOWN SYSTEM TIEDOWN SYSTEM A R C H I T E C T S , L L P @) i NEW YORK I MARYLAND (� 2.5K C01.2K CU 1.1K 1.2K x (0 1300 Walt Whitman Road, New York, 11747 N X N N - N I q p: (631) 300-1010 P=5.25K 2ND FLOOR V=146 plf P=2.5K 2ND FLOOR 2ND FLOOR 4:11111111 111 V=138 plf P=4.4K 2ND FLOOR V=146 plf P=3.4K -I- EL.=10-9 EL.=10-9 EL.=10-9 EL.=10-9 owner/developer (� Conifer Realty 1000 University Avenue Suite 500tD Rochester, NY 14607 (� 9 K (D 4.3 K va 4.4K @� 4.2K 585.324-0500 ' C, x �X X 1X0 �� 1ST FLOOR N=67 plf 1ST FLOOR V=317 plf 1ST FLOOR N V=298 plf 1ST FLOOR N V=316 plf civil engineer 1�� 1.. PANEL PLATE NAILING SCHEID. LKMA 1 5'-6-41" 10-24 6-02 3'_21" EDGE 437 &405 � 3'-3" 4'-34" 5'-112" 4'-343'-101' 4 4 NAILING 2' 8" :3 2'-113" 2'-73" 2' 113" 2x BOTTOM PLATE Brookhaven, NY 11719 ' 2 -11 3-0 3 7- � 3" 4 l 4 4 2'-71" ou Country Road I 14'-54" - 4 14 54 27 -42" 19'-9" 4 631.286.8668 I m.9K 9K 4.3 4.3K 4.4 4.4K 4.2 4.2K SIMPSON LTP4 @ 16"o.c. e.p. &f.p. I w/12-8d X 1 NAILS M/E Engineering, P.E. I� ° B 150 North Chestn It Street i> SHEAR WALL SWl SHEAR WALL SW2 SHEAR WALL SW3 SHEAR WALL SW41z Rochester, N 14604 585.288.5590 SCALE:1/8"=1'-0" SCALE:1/8"=1'-0" SCALE:1/8"=1'-0" SCALE:1/8"=1'-0' 4 _ _ structural engineer FLOOR TRUSS TDM Consulting Engineering PANEL EDGE 550 North County Road,Suite E NAILING TO NARROW LO WIDE Saint James, NY 11780 ROOF P=8.7K ROOF P=4.4K ROOF P=4.4K UPPER TOP RIM(OR BLOCKING) 631.686.5234 --- PLATE EL.=19'-8" EL.=19'-8" EL.=19'-8" DBL TOP PLATE SIMPSON ANCHOR SIMPSON ANCHOR SIMPSON ANCHDR �"PJ EXP.ANCHOR TIEDOWN SYSTEM TIEDOWN SYSTEM TIEDOWN SYSTEM c 3'-0"O.C. � PANEL EDGE 1.7K 3.4K @ 4.7K NAILING key �x N N P.T.SILL PLATE TRUE 2ND FLOOR V=204 plf P=10.1K 2ND FLOOR IIIIV=416 plf P=5.1K 2ND FLOOR =582 plf P=5.1K PC SLAB OR I (2)2x PER SCHEDULE NORTH EL.=10'-9" EL.=10'-9" EL.=10'-9" FOUNDATION <o @) 5.9K Ua 12.1K @j 16.9K a . D •y. .wr x °. 1ST FLOOR N V=441 plf 1ST FLOOR N V=901 plf 1ST FLOOR 1261 p 'a m 0 M W a �. NOTE: SEE DRAWING S-300 FOR ADDITIONAL SHEAR WALL&HOLDDOWN DETAILS o 42'-51" 10'-44" 7'444 9771 7 77777777, 5.91K 5.9K 12. K 12.1K 16. K 16.9K project TYPICAL SHEAR WALL NAILING DETAIL VINEYARD VIEW SHEAR WALL SW5 SHEAR WALL SW6 SHEAR WALL SW7 c , + SCALE:1/8"=1'-0" SCALE:1/8"=1'-0" SCALE:1/8"=1'-0" + 4 CONNECTION TO BLOCKING HOLDOWNS County Road 48 Greenport, NY 11944 SW SHEATHING G PANEL EDGE STUDS ANCHOR BOLTS TOP PLATE BOTTOM PLATE ANCHOR BOLTS/ seal (NOTE 5) 3/4"0/SILL PLATE EMED. DEPTH SWl 15/32"APA PLY ONE SIDE 10d AT 2"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 " O PAB/12 SIMPSON LTP4 AT 16"O.0 SIMPSON LTP4 AT 16"O.012" SW2 15/32 APA PLY ONE SIDE (3)2x 36 O.C.-(2)2x SIMPSON ATS HOEDOWN SYSTEM 0 PAB/ a 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 HOLDOWN SYSTEM Ja"0 PAB/12" uj "° 0 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 J"O PAB/12" 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 HOLDOWN SYSTEM J"O PAB/12" 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 1"0 SB/24" SW7 15/32"APA PLY TWO SIDES 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" E issued date description 1 03/15/19 Issued For Construction 4 6/27/19 Proiect Bulletin 4 NOTE:THE ABOVE SPECIFIED SHEATHING CAN BE REPLACED WITH STRUCTURAL GRADE l OSB OF THE SAME THICKNESS AND QUANTITY. ATS BEARING PLATE ATS PLATE WASHER ATS TAKE-UP DEVICE • ATS BEARING PLATE SHEATHING COMPRESSION POSTS SHEATHING AND NAILING BRIDGE BLOCK PER ATS DWGS AND NAILING I• CUMULATIVE COMPRESSION, EDGE NAILING TO Level 4 FULL HEIGHTSTUD ATS ROD h I1 I COMPRESSION PER ATS CUMULATIVE TENSION---- I I DWGS CRIPPLE STUD INCREMENTAL BEARIN ATS ROD I1 CONNECTION FROM KING STUD TO TL CRIPPLE STUDS PER ATS DWGS F FULL HEIGHT STUDS F�PER ATS DWGS EDGE NAILING I PER ATS DWGS --►1 SHEAR WALL NOTES: CUMULATIVE COMPRESSION Lev el3 TOP PLATE DETAIL BRIDGE BLOCK DETAIL 7777 1. SHEAR WALL DESIGN IS BASED ON THE PERFORATED DESIGN METHOD AS SPECIFIED IN SECTION 2305.3.8.2 AND CUMULATIVE TENSION title TABLE 2305.3.8.2 OF THE NYS BUILDING CODE. SEE SHEAR WALL DETAILS FOR PANEL RATIOS. INCREMENTAL BEARING-,", SHEAR WALL 2. ALL SHEAR WALL SEGMENTS WERE CHECKED FOR DEFLECTION AND DRIFT AS REQUIRED BY SECTION 23RUN TERMINATION DETAILS OF THE NYS BUILDING CODE. 3. ALL PANEL EDGES TO OCCUR OVER STUDS,PLATES, RIMS OR HORIZONTAL BLOCKING. ELEVATIONS 4. NAIL SHEATHING TO INTERMEDIATE SUPPORTS AT 12" OC. 5. ALL NAILS INTO 3x MEMBERS SHALL BE STAGGERED. (OR DOUBLE-2x STUDS PER NOTE 12) ATS ROD & DETAILS 6. MIN. NAIL PENETRATION INTO STUDS IS 15/8"AT 10d NAILS. CUMULATIVE COMPRESSION Level 2 -►1 r- PER ATS DWGS -►I �---PER ATS DWGS 7. PANEL EDGE STUDS INDICATE REQUIRED STUD OR HORIZONTAL BLOCKING MEMBER WIDTH AT ABUTTING PANEL SHEATHING II_• ATSTAKE-UPDEVICEOR AND NAILING I COUPLER COMPRESSION POSTS COMPRESSION POSTS CUMULATIVE TENSION EDGES. PROVIDE STAGGERED NAILING AT SHEATHING EDGES TO 3x6 STUDS BEHIND ADJOINING PANEL EDGES. r I I 8. WHERE SHEATHING IS APPLIED TO BOTH SIDES OF WALL-OFFSET PANEL EDGES TO FALL ON DIFFERENT STUDS. INCREMENTAL BEARING_,", I I I��' PER ATS DWGS 6 LI I •• ATS BEARING PLATE EDGE NAILING TO EDGE NAILING TO 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 COMPRESSION PER ATS AND NAILING I DWGS AND NAILING DWGS BLOCKING. RIM JOIST/ SOLID BLOCKING ,� -I + drawn by: JR 10. PROVIDE SHEAR WALL SHEATHING AND NAILING FOR ENTIRE LENGTH OF WALLS NOTED ON PLANS. FLOOR FRAMING BEYOND(TYP) I•I I I.I� ATS COUPLER OR CTUD ISI Il I' ATS COUPLER PROVIDE HOLDOWNS PER PLAN AT EACH END OF WALL, UNO. ATS ROD ATS ROD checked by: TM PROVIDE PANEL EDGE NAILING IN EACH HOLDOWN STUD AT END OF WALL. _ COMPRESSIONEDGE NAILING O I_ OVERSIZE SILL PLATEE OVERSIZE SILL PLATE CUMULATIVE COMPRESSION COMPRESSION PER ATS AT ROD CONCRETE a AT ROD scale: AS NOTED 11. STAGGER BOTTOM PLATE NAIL. Level 1 DWGS FOUNDATION a 12. ALL FOUNDATION SILL PLATES SHALL BE P.T. MEMBERS AND HAVE 1/4"x 3"x 3" PLATE WASHER. CUMULATIVE TENSION I I ( COMPRESSION POSTS WOOD BEAM . ,a ATSANCHOR 13. EMBED ANCHOR BOLTS 7" MINIMUM INTO CONCRETE. SEE sTRucT PLAN project number: 10002 14. (2)2x STUDS MAY BE USED IN LIEU OF 3x STUDS AT PANEL JOINTS. scaled inch Q 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 Ts ISOLATOR NUT sheet number 0 3" O.C.AT DOUBLE SHEATHED WALLS. A 0 15. WHERE NOTED IN DETAILS,USE SIMPSON A35 IN LIEU OF LTP4 PLATES.SPACE AT 2/3 LTP4 SPACING. RUN START(colvcRETE, WOOD BEAM,STEEL BEAM) MID FLOOR DETAIL WOOD BEAM DETAIL CONCRETE DETAIL BUILDING D >, 16. END OF WALL ANCHOR BOLTS SHALL BE LOCATED MAX 12 AND MIN 5 FROM END OF THE PLATE. y Q) 17. SMALL SHEARWALL PENETRATIONS PER"BLOCKING AT SHEAR WALL DETAIL"THIS SHEET. .s RUN START DETAILS 0 00 + r.. V-6" COLUMN FOUNDATION WALL--\ WALL REINFORCEMENT MIN. PIPE TRENCH NEW COLUMN T/2 ADD 245 ALL AROUND EXTEND EXCAVATION 2'-0" MINIMUM BEYOND EDGE OF SEE PLAN FOR SIZE PIPE SLEEVE 3'-0" 2'.0" PIPE TO CLEAR REINFORCEMENT TO MATCH OPENING SLEEVE BYJ" BEATTY HARVEY COCO FOOTING REINFORCEMENT NO PIPE IN (TYP) THIS HEIGHT ARCHITECTS , LLP 5" SLAB ON GRADE SEE BASE PLATE DETAIL IF REQUIRED NEW YORK I MARYLAND ADD 145 x 4'-0" EACH PIPE z 1300 Walt Whitman Road, New York, 11747 CORNER z A p: (631)300-1010 x—x- X—X—X x x X—X—X—x—X BOTTOM Of z per C OPTIONAL JOINT • � � FOOTING � � owner/developer co SEE FOOTING _ 1000 University Suite Realty TERMINATE INTERRUPTED LD z 07 SCHEDULE FOR STANDARD GLE LAA ER WIITH A >< AT 01 2 M 585.324-0500 REINFORCEMENT T ARSINTERRUPTED BARS INt DOUBLE LAYER = _ W i CD F 16d NAILS (2) ROWS 16d PER SCHED. SHEARWALL NAILS PER SCHED. SHEARWALL 'o SHEATHING SHEATHING 2304.110.1 Fastener Requirements (continued) (continued) TABLE 2304.10.1-continued FASTENING SCHEDULE TABLE 2304.10.1-continued FASTENING SCHEDULE 10d NAILS 10d NAILS Connections for wood members shall be designed in accordance with the appropriate methodology in Section 23C1 2.The number and PER SCHED. PER SCHED. sba of fastaners nonnecling word memhers shall not ha less than that set forth in Tsthla 2304.10 1. I I I NUMBER AND TYPE OF DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION DESCRIPTION OF BUILDING ELEMENTS SPACING AND LOCATION TABLIE 2304.10.1 FASTENING SCHEDULE FASTENER Wood structural panels(WSP),subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to l • . k* " -i 1 4 DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FACING AND LOCATION Will training" STENER SPA1. 2-8d common(21/2"x 0.131");or Edges Intermediate supports FLOOR JOISTS „ Roof 19.1"brace to each stud and pale Face nail A351 F EACH 2-10d box(3"x 0.128");or (inches) (inches) 10d NAILS AT 4 O.C. 3.8d cnmmnn(2'12"x 0 ),131' or 2-3"x 0.131"nails;or 1.Flocking hatwapn(wiling joists,rafters or tnisaae 3.1Cd hnx(3'x 0.178"):or 2-3"14 gage staples,7/,s"crown Interior paneling SIDE REQ'D to colt plate or other tram ng below 3-3"x 0.131'nails:or Each end,toenail 1 4d casing(11;2 x 0.060")or B E A TT Y HARVEY COC O 7 3.3"14 gage staplAs,7/16"r^rnwn 20.1"x 6"sheathing to each bearing 2-8d common(2112*x 0.131");or Face nail 41. 14 4d finish(1112"x 0.072") 8 12 2-10d box(3"x 0.128") _ A R C H I T E C T S , L L P 2-8dcommon(21/2"x0,131') t a 6dcasing(9"x0099");or NEW YORK I MARYLAND Each end,toenail 21.1"x S"and wider sheathing to each bearing 3-Bd common(2/2"x 0.131');or Face nail 42' Ig« 6d finish(Panel supports d 24 inchesl 6 12 BLOCKING BLOCKING 2-3"x 0.131"nails 3-1Od box(3"x 0.128") A Blocking between rafters or truss not at the wall 2-3"14 gage staples BL PLATE TO BL PLATE TO BLOCKING PER BLOCKING PER 1300 Walt Whitman Road, New York, 11747 top plate,to rafter or truss 1 Floor Far SI'1 Inch=25 4 mm. SCHED. SCHED. p: (631)300-1010 2-1.fi d common(3/2"x 0.162") 3.3"x 0.131'nails End nail 3-8d common(2112"x 0.131"):or a.Nails spaced at 6 inches at intermediate supports where spans are 48 inches o•more.For nailing of wood structural panel and owner/developer 3.3"14 gage Staples floor particleboard diaphragms end shear walls,refer to Section 2305.Nails for wag sheathing are permitted to be common,box or IT -&AV--E- 22.Joist to sill,top prate,or girder 3-1Od box(3"x 0128"):or Toenail Casing. Conifer Realty 16d common 311"x 0.162" 6"o.c. 3-3"x 0.131"nails;or PANEL EDGE NAILING 1 p I @ b.Spacing shag t 16 Inches(2 center on the edeas and 12 inches or center the panel,unle supports for nonstructural applications. PER SHEARWALL SCHED. FLOOR/ROOF FRAMIN 1000 University Avenue Suite 500 Fla'ItioCking to truss and web tiller 3"x C.131"trails @ 6"o.c. Face Hall 3-3"14 page staples. /,s"crown Panel supports at 16 inches(20 inches if strength axis in the bog direction o!the panel,unless otherwise marked). � Rochester, NY 14607 3"xl4gagestaples@6"o.c NARROW BLOCK WIDEBLOCK SEE PLAN 8d common(2112'x 0.131"):or e.Where a rafter is fastened to an adjacent parol of coiling Joist in accordance with this cchedulo and the coiling joist is factonod:o 585.324-0500 23.Rim joist,band joist.or blocking to top prate,sig the top plate in aucvrdanua with Ihib schedule,Lhe rturnuer of Iuenallb In the iaRar bhall be yet milled to Le raduued by une nall. 3-8d Common(2 /2"x 0.131').or 1Cd box(3"x 0.128^),ur 0.r 6"o.c.,toenail 3.1 Cd box(3"x 0.128");or uther framin below 3"x 0.131"nails:or SHEARWALL. SEE 2.Codling joists to top plata Each joist,toenail y 7 3.3"x 0.131'nails;or 3"14 gage staples, 18"crown PLAN 3-3"14 gage staples.7,18"crown TYPICAL DETAIL AT SHEARWALL PERP. TO FRAMING civil engineer 2-Dd common(2112""0.131^) or (31/2* " 24.1"x 6"subfloor or less lv each Joist 2-10d box 31 x 0.128" Face nail LKMA 3.Ceiling Joist not attached to parallel rafter,laps 3- 6d common Cx 0.162),or ( " ) 4-1,Cd box(3"x x.126");or , 437&405 4-3"x 0.131'veils;Or over partitions(no thrust) race nail 25.2"subfloor to joist or girder 2-16d common(31/2"x 0.162") i-ace nail SHEATHING .AND NAILING PER 2 2X6 BLOCKING OR South Country Road (see Section 2308.7.3.1,Table 2308.7.3.1) 4.3"14 gage staples,7118"crown 26.2"planks(plank&beam-floor&roof) 2-16d common(31/2"x 0.162") Each beading,'ace nail SHEARWALL SCHED. (TYP.) FLAT 20 BLOCKING TYPICAL DETAIL AT SHEARWALL PARALLEL TO FRAMING Brookhaven, NY 11719 4.CollIng joist attached to parallel rafter(heel joint) 32"o.c.,face nail at top and BEHIND STRAP, (TYP,) 631.286.8668 (sae Sertion 2308 7.3.1,Table 2308,7.3.1) Per Table 2308.7.3.1 Fete Hall 2Cd common(4"x 0.192") bot:om 3.1 Cd common(3"x 0.148").cr staggered on cppcsite sides m.e.p. &f.p. 4.1Cd box(3"x 0.128");or 1Cd box(3"x 0.128"),or 6 PLYWOOD SHEATHING S.Calcar tie to rafter 4-3"x 0.131'nails;or Face nail 3"x 0.131«nails;or 24"o.c.face nail at top and bottom M/E Enggineering, P.E. ,, staggered on cppcsite sides SIMPSON ATS PLYWOOD SHEATHING B 4-3"14 gage staples,7118"woven 27.Built-up girders and beams,2"lumber layers 3"x .131 Maples, 16^uiuwrr NOTE: USE CMSTCI6 ANCHOR BOLT B 150 North ester, u Street SIMPSON ATS -� NY 14604 STRAP U.O.N. Rochester, 3.1C common(3"x D.148");or And: ANCHOR BOLT 3-16d box(3112 x 0.136"):or 2-20d common(a"x 0.192••);or (TYP,) • COMPRESSION MEMBERS 585.288.5590 6.Reifter or roof truss to top plate C 3-10d hnx(3"x 0128"):or Ends and at each splice,face nail SEE SHEAR WALL SCHEDULE (bee Section 2308.7.5,Table 2308.7.5) 4-1 Cd box(3"x 0.128"):or Toensil 3-3"x 0.131"nails;or 4-3"x 0.131 nails:or , 7 3-3"14 gage staples, /76"crown 2X6 FILLER TO = structural engineer 4-3"14 gage staples,/1g"crown COMPRESSION MEMBERS 3-16d common(3112"x 0.162"):or R.O. AS REQUIRED SEE SHEAR WALL SCHEDULE 2.18d common(31/2"x 0.162');or 4-toil box(3"x 0.,26">;or EXTEND STRAP PAST TDM Consulting Engineering 3-1Cd box(3"x 0.128");Or 28.Ledger strip supporting joists or rafters Each joist or rafter,face nail 550 North Count Road,$tilts 4-3"x 0.131"nails,or Y 3-3"x 0.131'nails;or End Hall WINDOW: 4-3"14 yaye staples, 116"crown 16 FOR CS16 Saint James,NY 11780 3.3"14 gage staples.7116"crown:or24" FOR CMSTCi 6 631.686.5234 7.Root rafters to ridge valley or hip rafters;or rcof 3-16d common(31/2'x 0.162");or 36" FOR CMSTC 14 PERPENDICULAR TO WALL rafter to 2-inch ridge beam 3.1Cd common(31/7"x 0,140');or 4-1Od box(3"x 0.128"):or PANEL EDGE NAILING 3-16d box 311"x 0.135";or 29.Joist to band Joist or rim joist 4-3"x 0.131•nails,or End nail ALONG KING STUD 48" FOR CMST 12 ( z ) STRAP TOP SOT. 4.1 Cd box(3"x 0.128");or Toenail 4-3"14 gage staples,7/1s"crown OF WINDOW OVER FULL LENGTH 4.3"x 0.131'nails;or , SHEATHING A-A 4-3"14 gage staples,7/16"crown 2-8d common(2/2"x 0.131");or 2.1Od box 3"x 0.128";or 30.Bridging or blocking to Joist,rafter or truss ( ) Each end,toenail C 0 R E R SIMPSON ATS key 2-3"x 0.131"nails;or 2.3"14 Haile staples,7116"crown STRAP ANCHOR BOLT TRUE (rnnfinued) NORTH TABLE 2304.10.1-continued FASTENING SCHEDULE PLYWOOD SHEATHING COMPRESSION MEMBERS (continued) SEE SHEAR WALL SCHEDULE DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION TABLE 2304.10.1-continued FASTENING SCHEDULE Wall SILL-Z 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 wail sheathing to framing and particleboard wall sheathing to 8.Slid 10 stud(not at braced wall panels) 1Dd ADDED FLAT BLOCKING box(3"x 0.128"):or framing' (USE 3X BLOCKING IF 6x e.1 3'x 0,131"nails;or BEHIND STRAP SPLITTING OCCURS 16"o.c.face nail ) 3.3"14 gage staples,71,g^crown riches Intermediate o (inches) (inches) SECTION A-A MID-WALL 16d common(3112"x 0.162");or 16"o.c.face nail 6d common or deformed(2"x 0.113") o (subfloor and well) 6 12 9.Slid to stud and abutting studs M Intersecting wall 16d box(3112"x 0.135");or 12'o.c.face nail 8d box or deformed(2112"x 0.113")(roof) 6 12 TYPICAL WINDOW SHEARWALL DETAIL corners(al braced wall panels) 3"x 0,13 1"nails:or ANCHOR BOLT LOCATION DETAL 3-3"14 gage staples, Ila'crown 12"o.c.face Had 231e"x 0 113"nail(subfloor and wall) 6 12 31.3Ig" 16d common(3112"x 0.162");or 16•o.c.each edge,face nail 1314"16 gage staple,7116•crown 4 8 project 10.Built-up header(2"to 2"header) (subfloor and wall) 16d box(3112"x 0.135') 12•o.c.each edge,face nail 23f6•x 0.113"nail(roof) 4 B " PLYWOOD SUBFLOOR, SIMPSON STRAP TIE SSP2 VINEYARD VIEW 2X BLOCKING AT PANEL EDGE NAILING STUDS PER BEARING WALL SEE SCHED FOR NAILING 11.Gnntinuous header to stud 4-8d common(2112"x 0.131");or Toennil 1314"16 gage staple.7116«crown(roof) 3 6 SHEATHING EDGES PER SHEARWALL SCHED, OR SHEARWALL SCHED. AT EACH STUD (TYP.) 4-10d box(3"x 0.128") (TYP.) (TYP.) f 16d common(3112"x 0-152"):or 16"o c face nail Bd common(2117"x 0.131'),or 6 12 32 1st ,�«_31" 6d deformed(2"x 0.113") 2X BLOCKING AT STRAP 12.Top plate to top plate 10d box(3"x 0.128"):or 3• < T.O. ROOF $11 EL.= SEE PLAN County Road 48 23f8*x0.1,3"nail:or Greenport, NY 11944 3"x 0.131"naris,or 7 12•o c.face nail 2"16 gage stapl©.7l16 crown 4 8 25.3"14 gage staples, 116"crown 1 , 10d common 13"x 0148"):or B-t6d common(3!2"x D.18z"),or 33. 18-1 !q" , 6 ,2 LADDER TYPE TRUSS 12-10d box(3'x 0.126"):or Each side of and joint,face nail Bel deformed(21/2"x 0.131") AT EXTERIOR WALLS seal 13.Top plate to top plate,at end joints (minimum 24"lap splice length g SIMPSON LTP4 INSTALLED 12-3"x gage nails;or Other extortor wall sheathing *�C O N£� 7 each aide of end joint) 1^ L 12-3'14 gage staples, 116"crown 1112'galvanized roofing nail AS PER MANUFACTURER ^� 16d common(3112"x 0.162"):or 16"o C.face nail 34.1/Z fiberboard sheathingb (7/16'head dismeter);or 3 6 SPECIFICATIONS. ��4NS A? 1114'16 gage staple with 7/1 fi"or 1"crown = r „ 14.ElvUom plate to foist.rim joist,band joist or 16d box 31/"x 0.135";orX 1•° blotting(not at braced wall panels) ( 2 ) = SIMPSON LTP4 ® 2 -0 O.C. l 3'x 0.131"nails;or 12'o.c.face Hall 131" alvanized ronin Hall 4 3"14 gage ste les,7! crown 25 b 7 4 9 g ALONG PLYWOOD JOINT ,r 0 9 P 16" 35. /37"fiberboard sheathing (1t8'diameter head);or 3 6 11f"16 gage staple with 7ila'or 1'crown ' >< 2-16d common(3/2"x 0.162");or 2 9 9 is / 15.E,oltom plate to joist,rim joist,band joist 3-16d box(31 12 x 0.135"):Or Wood structural panels,combination subfloor undorlayment to framing 2x6 STUDS ® 16" O.C. SIMPSON STRAP TIE Fp 076919 or blocking at braced wall panels 4-3"x 0.131"nails;or �A 16"o-c.face nail Bd common(2112"x o.,0.,•);or (TYP.) MSTC28 ® EACH STUD �� £SSIQNP 4-3"14 gage staples, /1E"crown 36. /4"and less 6 12 ,� 6d deformed(2"x 0.113^) (TYP.) 4-8d common(2112"x 0 13111);or � Bid common(21/2"x 0.131•);or 4.10d box(3"x 0.128");or 37. 18-1" 1 6 12 p 4.3"x 0.131"nails;or Toenail 8d deformed(2 12"x 0.131") J E_L 4.3"14 gage staples,7/18"crown;or LSTA12 STRAP (TYP.) r issued date desCri tion --� , 1 10d common(3"x 0.148"};or -�= 16.�lud to top or bottom plate 38.1 18'-ill," 8d deformed(2112"x 0 131') 6 12 OVER STRUCTURAL T.O. 2ND FL. SUB FL. 2.16d common(31/2'x 0.162").or z SHEATHING 3-10d box(3"x 0.128");or End nail Panel siding to framing 3-3"x 0.131"Haug;or EL.= SEE PLAN 1 03 15/19 Issued For Construction 3-3"14 gage staples,7116^crown 39.112"or less (d/8r-o 0.1�isofantsiding 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 0 099") 3.1Od box(3"x 0.128"):or 8d corrosion-resistant siding 17.Top or bottom plate to stud 3.3"x 0.131"nails;or End Hall 3 9 SIMPSON LTP4 INSTALLED 3-3"14 gage staples,71t6"crown 40 5/8' (2/g^x cion-r0. silt 6 12 TYPICAL DETAIL AT SMALL SHEARWALL PENETRATIONS AS PER MANUFACTURER 8d corrosion-resistant casing 2-16d common(3112"x 0.162^):or (2111^x 0.113") SPECIFICATIONS. 18.Top plates,laps 0.1 corners and Intersections 3.1Od box(3"x 0.128");or 3-3"x 0.131"nails;or Face nail SIMPSON LTP4 ® 2'-0" O.C. 3-3"14 gage staples,7118"crown ALONG PLYWOOD JOINT FLOOR PLATE RIM BOARD NAILING SHCED. 2x6 STUDS ® 16" O.C. SIMPSON TYPE SSP (10) 16d NAILS EA SIDE OF SPLICE OFLOORL (TYP.) STRAP AT EACH STUD (NO BOTTOM SPLICE IN THIS AREA) FLOOR PLATE-16d (3 J") BOX 16" O.C. 3x34" PLATE WASHER 1" PREMOLDED J"O HOOKED ANCHOR 4'-0" MIN. 4'-0" MIN. " " OLT ® 3r-0" O.C. F 2 IN OF)160TE P SIDE FLOOR/WALL PANEL-8d (2 � ) COMMON 6 O.C.OC „ FILLER 4 SLAB ON GRADE TYP. SPLICE TOE NAIL-10d (3") BOX 6" O.C. T.O. 1ST FL. SLAB x x x x x x x x x I I x NAIL EL.= SEE PLAN x-x-x-x-x II• T.O. GRADE TRUSS JOIST 11 EL.= SEE ARCH. x x x I x x x x I x l x RIM BOARD 11 = title JI 2X6 ® ,6" °° '' � TYPICAL 16d AT 16" O.C. 1 16d AT 16" O.C. (5) 16d DETAIL AT RIM BOARD 2 1 2" STAGGER TYP. PLAN STAGGER TYP. 16d ® 8" oc " WOOD DETAILS t 3/4" PLYWOOD 2 X 6 0 16" oc #5®12 -H 1 WELS 2 USE AT ALL EXTERIOR I I OTE: " . SIMPSON JOIST HANGER " • ®120 O.C,o WALLS AND INTERIOR TOP PIECE SPLICE -- in BEARING AND � AT STUD TYP. BOTTOM PIECE SPLICE 6d ® 8 oc BEARING ALLS AT STUD Ct TYP. 3/4" PLYWOOD - 1 � SHEARI I FLOOR JOIST � + t I Int + drawn by: JR I 1 1 3#5 BARS CONT, checked by: TM 23 J AT CORNER FLOOR JOIST X scale: AS NOTED a�ai WOOD BEAM #5012" O.C. L6' 1r 6" project number: 10002 U ®32KI oc scaled inch 0 FLOOR JOIST HUNG PSL BEAM sheet number 0 ELEVATION FROM PARALLAM HEADER BLOCKING DETAIL TYPICAL WALL STRAPPING & TIE DETAIL 0 BUILDING D z TYPICAL TOP PLATE LAP SPLICE DETAIL TYPICAL WOOD FRAMING DETAILS SINMPSON HOLDOWNS TO BE INSTALLED AS PER MANUFACTURER SPECIFICATIONS. ISI ENGiNEERiNG n Mechanical/Electrical Engineering Consultants ® C THIS PROJECT SHALL BE BUILT AND TESTED FOR ENERGY STAR QUALIFIED HOMES,VERSION M/E Project*170412 3.1 (REV 9)." THE FOLLOWING ITEMS ARE INTENDED AS AN OUTLINE OF THE REQUIREMENTS FOR Rochester I Buffalo I Syracuse I Schenectady HVAC SYMBOL LIST THE HVAC CONTRACTOR. REFER TO THE ENERGY STAR WEBSITE FOR THE FULL LIST OF 150 N.CHESTNUT ST. 585.288.5590 as , j a OFFICIAL REQUIREMENTS. ROCHESTER,NY 146M www.meengineenng.com SYMBOL DESCRIPTION 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 GENERAL DESIGN CRITERIA. BEATTY HARVEY COCO , (L) ACOUSTIC THERMAL LINING - 1%2" THICK 1. THE HVAC CONTRACTOR MUST BE AN ENERGY STAR PARTNER& BE WITHIN 100-120%OF DESIGN VALUE. A. THIS PROJECT SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ARCHITECTS L L PTHE FOLLOWING ENERGY CONSERVATION AND FUNDING PROGRAMNEW YORK MARYLAND COMPLETE THE ONLINE VERSION 3 BUILDER ORIENTATION. 6. CONTROLS: S CFM CUBIC FEET PER MINUTE THE MOST STRINGENT CRITERIA SHALL APPLY. 1300 Wait Whitman Road, New York, 11747 AFF ABOVE FINISHED FLOOR 11.THE HVAC CONTRACTOR MUST BE CREDENTIALED BY AN a. OVERRIDE CONTROLS FOR CONTINUOUSLY OPERATING VENTILATION/EXHAUST A p:(631)300-1010 AD ACCESS DOOR EPA-RECOGNIZED HVAC QUALITY INSTALLATION TRANING & FANS SHALL BE READILY ACCESSIBLE AND CLEARLY LABELED. _ ENERGY STAR V3.1 (REV 9), WITH CHECKLISTS. er owner/develo ENTERPRISE GREEN COMMUNITIES p RL REFRIGERANT LIQUID OVERSIGHT ORGANIZATION. HCR HANDBOOK (VERSION: 2018) --RS— Conifer REFRIGERANT SUCTION b. PROVIDE 24V, DIGITAL,7-DAY PROGRAMMABLE THERMOSTAT FOR EACH Realty b. THE HVAC CONTRACTOR MUST COMPLETE AND SUBMIT THE LATEST VERSION HEATING/COOLING SYSTEM. PROVIDE ADAPTIVE RECOVERY IF SUPPLEMENTAL 1000 University Avenue Suite 500 VRV REFRIGERANT PIPING - 2 PIPES OF THE"HVAC SYSTEM QUALITY INSTALLATION CONTRACTOR CHECKLIST"FOR ELECTRIC HEATING COIL IS UTILIZED. Rochester, NY 14607 - RV REFRIGERANT PIPING - 3 PIPES EACH BUILDING IN THIS PROJECT. 585.324-0500 D DRAIN 7. VENTILATION AIR INLETS & SOURCE W/C W,ALL CAP THIS CHECKLIST INCLUDES THE HVAC CONTRACTOR PROVIDING THE civil engineer RD RADIATION DAMPER FOLLOWING ITEMS: a. ALL VENTILATION AIR INLETS SHALL BE LOCATED A MINIMUM OF 10'-0-FROM CONTAMINATION SOURCES SUCH AS EXHAUST STACKS,VENTS, FLUES,VEHICLE LKMA ®12" ROUND DUCT - IN INCHES - CONDENSING UNIT REFRIGERANT TESTS&CALCULATIONS EXHAUST. GENERAL CODE CRITERIA: 437&405 South Country Road - AIRFLOW TESTS b. VENTILATION AIR INLETS SHALL BE LOCATED A MINIMUM OF 4'-02 ABOVE A. THIS PROJECT SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH Brookhaven,NY 11719 DUCT SECTION - SUPPLY GRADE/ROOF LEVEL IN CLIMATE ZONES 4-8 (NEW YORK IS IN CLIMATE ZONE 6). THE FOLLOWING BUILDING CODES 631.286.8668 ® ELECTRICAL MEASUREMENTS DUCT SECTION - RETURN c. PROVIDE INSECT SCREEN ON EACH AIR INLET. - 2015 INTERNATIONAL CODE COUNCEL CODES- 2017 NYS ICC COMMENTARY m.e.p. &f.p. A - DOCUMENTATION OF FURNACES,CONDENSING - NATIONAL ELECTRICAL CODE WE Engineering, P.E. ®B WIDTH A x DEPTH B UNIT AHRI CERTIFICATION; BALANCE REPORTS 8. LOCAL MECHANICAL EXHAUST: - LOCAL CODES AND ORDINANCES B 150 Noah Chestnut Street 604 14 —r► AIR FLOW - DOCUMENTATION INDICATING VENTILATION SYSTEM TYPE, a. IN EACH KITCHEN&BATHROOM,A SYSTEM SHALL BE INSTALLED THAT Rochester,585NY NY 14590 ® LOCATION, DESIGN RATE EXHAUSTS DIRECTLY TO THE OUTDOORS. 4 WAY SUPPLY DIFFUSER structural engineer c. THE HVAC CONTRACTOR MUST COMPLETE&SUBMIT THE LATEST VERSION OF 9. VENTILATION & EXHAUST FAN RATINGS ® 3 WAY SUPPLY DIFFUSER THE"HVAC SYSTEM QUALITY INSTALLATION RATER"CHECKLIST. TDM Consulting Engineering a. INTERMITTENT OPERATING FANS SHALL BERATED FOR =< 3 SONES. 550 North County Road,Suite 2. DUCT QUALITY INSTALLATION: Saint.lames, NY 11780 2 WAY SUPPLY DIFFUSER b. CONTINUOUSLY OPERATING FANS SHALL BERATED FOR =< 1 SONE. 631.686.5234 THE HVAC CONTRACTOR SHALL CERTIFY THAT: RETURN OR EXHAUST c. FANS SHALL BE ENERGY STAR LABELED. REGISTER OR GRILLE a. ALL DUCTWORK SHALL BE INSTALLED WITHOUT KINKS OR SHARP BENDS. REGISTER, GRILLE OR DIFFUSER TAG 10. COMBUSTION APPLIANCES B A - TYPE b. AN OPPOSED BLADE VOLUME DAMPER IS PROVIDED IN EACH SUPPLY DIFFUSER. GENERAL NOTES: key C B - NECK SIZE a. FURNACES&WATER HEATERS SHALL BE MECHANICALLY DRAFTED OR C - CFM c. BEDROOMS SHALL BE PRESSURE BALANCED USING ANY COMBINATION OF DIRECT-VENTED TO THE OUTDOORS. A. GENERAL NOTES, SYMBOLS LIST AND DETAILS ARE APPLICABLE TO ALL TRUE TRANSFER GRILLES, RETURN DUCTS AND/OR UNDERCUT DOORS TO PROVIDE 1 DRAWINGS WITHIN DIVISION 23. NORTH SD DUCT SMOKE DETECTOR SQ. IN. FREE AREA OPENING PER 1 CFM OF SUPPLY AIR DELIVERED TO 11. FILTRATION' BEDROOM, OR A RATER-MEASURED PRESSURE DIFFERENTIAL OF <= 3 PA.WITH B. COORDINATE WORK OF DIVISION 23 WITH THAT OF OTHER SECTIONS. I C TQ 7-DAY PROGRAMMABLE THERMOSTAT RESPECT TO MAIN BODY OF HOUSE. ALL DUCTS,JOINTS,CONNECTIONS, a. PROVIDE MINIMUM MERV 8 FILTER IN EACH DUCTED AIR CONDITIONING SYSTEM. 4C G 7-DAY PROGRAMMABLE THERMOSTAT BOXES, BOOTS ETC SHALL BE SEALED WITH MASTIC. (REFER TO EPA'S-HVAC C. READ SPECIFICATIONS FOR REQUIREMENTS PERTAINING TO THESE DOCUMENTS. W/ GUARD SYSTEM QUALITY INSTALLATION RATER CHECKLIST"DESIGN MANUAL FOR b. PROVIDE GASKET OR OTHER SEALING MECHANISM TO PREVENT D. FITTINGS SHOWN ARE TO BE PROVIDED. NO SUBSTITUTES SHALL BE ALLOWED ------- AAD AUTOMATIC AIR DAMPER MORE INFORMATION.) BYPASS/LEAKAGE. WITHOUT PRIOR CONSENT FROM ARCHITECT/ENGINEER. ��■ -------- FD FIRE DAMPER 3. DUCT INSULATION 12. EFFICIENCY71 C -------- SD ShIOKE DAMPER E. INSTALL DUCTWORK AND PIPING CONCEALED, UNLESS SPECIFIED OTHERWISE AND O CLEAR OF CEILING INSERTS. ° -------- FC FLEX CONNECTOR - DUCTWORK a. ALL DUCTWORK& FAN COILS/AIR HANDLERS SHALL BE INSTALLED WITHIN a. AIR-COOLED CONDENSING UNIT SHALL BE MINIMUM 15 SEER. UNIT SHALL BE ---------f&0 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 LINE 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 project TRANSITION VOIDS,AROUND ALL CONNECTIONS AND EXPOSED DUCTWORK. SQUARE TO ROUND DRAWINGS. VERIFY AND PROVIDE DUCT TRANSITIONS TO FURNISHED EQUIPMENT. FIELD VERIFY AND ALL DIMENSIONS BEFORE FABRICATION. R R c. DUCT BOOTS SHALL BE INSULATED. VINEYARD VIEW RISE IN DUCT - IN R DIRECTION OF AIRFLOW H. ALL MATERIAL AND EQUIPMENT SHALL BE NEW. D d. INSULATE DUCTWORK PER SPECIFICATIONS. DROP IN DUCT - IN B � D DIRECTION OF AIRFLOW I. INSTALL ALL EQUIPMENT PER MANUFACTURER'S INSTRUCTION AND J D - 4. DUCT LEAKAGE LOCAL, STATE, AND NATIONAL CODES. 4 DNS' 24?;,UP DN zi 24x12 UP SUPPLY DUCT TURNING County Road 48 UP OR DOWN a. DUCT LEAKAGE SHALL BE MEASURED AND DOCUMENTED BY A J. MECHANICAL CONTRACTOR SHALL PROVIDE ALL PENETRATIONS THROUGH Greenport, NY 11944 RESNET-APPROVED THIRD PARTY RATER USING RESNET-APPROVED TESTING WALLS, FLOORS AND ROOFS NECESSARY FOR INSTALLATION OF MECHANICAL DN 2� �UP DNEi 24x12 UP RETURN DUCT TURNING PROTOCOL,AFTERALL COMPONENTS OF SYSTEM HAVE BEEN INSTALLED. SYSTEMS. DO NOT DRILL, CORE OR CUT ANY PORTION OF COLUMNS, BEAMS, seal 6" BOOT UP OR DOWN LEAKAGE LIMITS SHALL BE ASSESSED ON A PER-SYSTEM BASIS. JOISTS OR BRIDGING RIBS. F E NN I 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 A� DqN F I 14x8 JACKS, VENT TERMINATIONS & LOUVERS. A _ N ' _J RECTANGULAR MAIN FOLLOWING: ` co cv 14x8 RECTANGULAR BRANCH L. PROVIDE INSULATED REFRIGERANT PIPING BETWEEN EACH FAN COIL UNIT & HEAT ROUGH-IN: <= 4CFM25 PER 100SF OF CONDITIONED FLOOR PUMP UNIT. PIPING SHALL BE SIZED AND INSTALLED PER MANUFACTURER'S U_ N 6 BOOT AREA. INSTRUCTIONS. CAULK & SEAL REFRIGERANT PIPE PENETRATION THRU EXTERIOR X 14" X [ TAP SUPPLY/RETURN WALL, WEATHER-TIGHT. `2 �3y -q- '�---1 RECTANGULAR MAIN - FINAL: <= 8CFM25 PER 100SF OF CONDITIONED FLOOR AREA. sF 0691 04 N 14" ROUND BRANCH M. COORDINATE FINAL DUCTWORK ROUTING & FITTINGS WITH APPROVED TRUSS p�orr_Ss�o�P It.DUCT LEAKAGE TO OUTDOORS SHALL BE <= 4CFM25 PER 100SF OF DESIGN. MODIFY LAYOUT AS NECESSARY TO ROUTE DUCTWORK THRU TRUSS CONICAL CONDITIONED FLOOR AREA. WEBS. 14„ - TEE SUPPLY/RETURN N. REFER TO MANUFACTURER'S INSTRUCTIONS FOR SIZING & INSTALLATION OF issued date b. ALL DUCTWORK SHALL BE RIGID METAL DUCT. NO FLEXIBLE DUCTWORK WILL description ROUND MAIN REFRIGERANT PIPING IN "LONG LINE" APPLICATIONS. EF 00 14'1ROUND BRANCH BE ALLOWED. LATERAL 0. PROVIDE MASTIC SEALANT ON ALL JOINTS, LONGITUDINAL & TRANSVERSE 1 03/14/19 Issued for Construction 14" FO SUPPLY/RETURN c DUCT MASTIC. OTS SHALL BE SEALED TO THE FLOOR,WALL OR CEILING USING SEAMS AND CONNECTIONS IN DUCTWORK. MASTIC SEALANT SHALL BE LISTED �----1 ROUND MAIN & LABELED IN ACCORDANCE WITH UL 181A OR UL 1818. DUCTWORK SHALL BE ROUND BRANCH INSPECTED BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION OF 14" d. SEAL DUCTWORK INSULATION TO BOOT WITH MASTIC TO PREVENT INSULATION. SEALANT SHALL BE LOW VOC. ACCUMULATION OF CONDENSATION. j P. WALL CAPS & ROOF JACKS SHALL BE CORROSION RESISTANT GALVANIZED Int MITERED ELBOW WITH e. SEAL EXHAUST FANS TO DUCTWORK. FANS SHALL BE SEALED TO DRYWALL STEEL WITH BIRD SCREEN AND BACK DRAFT DAMPER. COLOR SELECTION TURNING VANES WITH MASTIC. BY ARCHITECT. f. SEAL ALL REGISTER/GRILLE/DIFFUSER BOXES TO DUCTWORK. Q. MOUNTING HEIGHT FOR THERMOSTATS SHALL BE 46" TO TOP OF COVER, ABOVE FINISHED FLOOR. DUCTWORK WITHIN g. PROVIDE MASTIC SEALANT ON ALL JOINTS, LONGITUDINAL&TRANSVERSE 'T— TRUSS SPACE SEAMS,AND CONNECTIONS IN DUCTWORK. MASTIC SEALANT SHALL BE LISTED R. MAINTAIN A MINIMUM 36" CLEARANCE BETWEEN SUPPLY DIFFUSERS/ REGISTERS AND SMOKE DETECTORS. &LABELED IN ACCORDANCE WITH UL 181A OR UL 181 B. DUCTWORK SHALL BE INSPECTED BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION OF S. COORDINATE DUCTWORK ROUTING AND INSTALLATION WITH OTHER TRADES. FI INSULATION. 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. G e- MAINTAIN SERVICE CLEARANCES OF ALL EQUIPMENT. ENSURE NO OTHER G SERVICES RUN THROUGH ACCESS AREA. -�- drawn by: BNS C. DISPOSE OF ALL WASTE MATERIALS, CAUSED BY CONSTRUCTION, OFF SITE IN checked by: CEF A PROPER LEGAL MANNER. D. WHERE DUCTS PASS ABOVE EACH OTHER, OFFSET AS REQUIRED INTO JOIST scale: SPACE. 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 D ENGNEERiNG `i Mechanical/Electrical EngineeringConsultants J 10 M/E Project#170412 -i Rochester I Buffalo I Syracuse 1 Schenectady 150 N.CHESTNUT ST. 585.288.5590 ' , ROCHESTER NY 14604 www.meengineering.com BEATTY HARVEY COCO ARCHITECTS , LLP NEW YORK I MARYLAND A 1300 Walt Whitman Road, New York, 11747 p:(631)300-1010 DUCTLESS SPLIT SYSTEM/HEAT PUMP AIR CONDITIONING UNIT SCHEDULE owner/developer OUTDOOR UNIT INDOOR UNIT Conifer Realty COOLING CAPACITY HEATING Q 47F/43F ELECTRICAL DESIGN EQUIPMENT 1000 University Avenue Suite 500 SYSTEM N0. OF REMARKS Rochester, NY 14607 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 UNITS 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 Road Brookhaven,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 B SD-HP-3 SLIMDUCT MECH CLOSET 353 208 1 - FUJITSU MODEL ARU9RLF m.e.p. &f.p. M/E Engineering, Chestnut Street, P.E. 1 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 g 150 NoRochester, 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 E Saint James, NY 11780 3. PROVIDE WITH LOW TEMPERATURE HEATING (-15 DEG F) 631.686.5234 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 FAN CHARACTERISTICS MOTOR CHARACTERISTICS El UNIT NO. LOCATION SERVICE BLADE S.P. FAN MANUFACTURER & MODEL No. REMARKS TYPE TYPE CFM (In. WC) RPM SONES DRIVE RPM HP (W) VOLTS HZ PHASE STARTER �R 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 80 0.25 - 0.3 DIRECT (7.0) 120 60 1 INCLUDED PANASONIC WHISPERGREEN SELECT FV-0511VKSL2 2,3,4,5,7,8,9 ° 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. MOTORIZED DAMPER 6. BACKDRAFT 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 LOOATION INSTALLATION D County Road 48 Greenport, NY 11944 seal OF E Y ELECTRIC HEATER SCHEDULE - ELECTRIC �� P�`}' DA hen �s HEATING ELEMENT UNIT NO. LOCATION TYPE CFM NOTES DESIGN EQUIPMENT KW VOLTS PHASE AMPS EWH-S VARIOUS SURFACE MOUNTED 100 1.8 120 1 15.0 12 QMARK AWH3180 j?` `'i1' L EWH-R VARIOUS RECESED 100 1.8 120 1 15 1 QMARK AWH3180 t=.1;,..•• '' `" c� �JFQ NOTES " 06c)-7 f�orr_ss�o`�P� 1. PROVIDE UNIT WITH FACTORY CONCEALED TAMPER RESISTANT THERMOSTAT. SET AT 50 DEG F. 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 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 1,2 RR RETURN STEEL WHITE CONTINENTAL SERIES G35 FRG FILTER RETURN STEEL WHITE CONTINENTAL SERIES FG3 �- TG TRANSFER STEEL WHITE LIMA MODEL 700 +F NOTES 1• PROVIDE WITH RADIATION DAMPER & BALANCING DAMPER. 2• PROVIDE WITH OPPOSED BLADE DAMPER. title SCHEDULES - HVAC THERMOSTAT SCHEDULE. BUILDING UNIT BUILDING 6 B7, C3 �}- BUILDING 7 B8, C4 drawn by: BNS checked by: CEF scale: AS NOTED project number: 10002 scaled inch sheet number BUILDING D N H H H0 ,00 I +5 ENGiNEERiNG Mechanical/Electrical Engineering Consultants M/E Project#170412 Rochester Buffalo I Syracuse I Schenectady 150 N.CHESTNUT ST. 585.288.5590 .�k ROCHESTER NY 14604 'M www.meengineenng.com *^" �f ® 4 BEATTY HARVEY COCO 4 4 5 5 DRAWING NOTES. ARCHITECTS , LLP 4 1 ELECTRIC METER BY DIV. 260000 SHOWN FOR COORDINATION ONLY. NEW YORK I MARYLAND 1300 Walt Whitman Road, New York, 11747 5 5 1 0 ELECTRICAL TRANSFORMER BY DIV. 260000 SHOWN FOR COORDINATION ONLY. 4 A p:(631)300-1010 BLDG. 1 (TYPE C) 6 O3 GAS METER BY DIV. 220000 SHOWN FOR COORDINATION ONLY. 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 TP 1 m.e.p. &f.p. Q ❑ 2 M/E Engineerin , P.E. 150 North ChestnutStreet B F-1 ® Rochester, NY 14604 585.288.5590 ' T o structural engineer 1 TDM Consulting Engineering S2 550 North ao}.lamResaNYSuite11780 S3 S4 631.686.5234 S2 T X C 4 4 key BLDG.2(TYPE B) 5 NORTH \ �S1 FIN. FLR. EL. =23.25' 1 \ 5 6 4C N 5 5 N 5 3 ❑ 4 4 N o 3 6 1 4 X o ° 2 O 4 P-8 T F- 7 7- p O project o 000 0 0 0 5 5 (A 4 4 S4 4 n VINEYARD VIEW o b S1 O D O DF 5 6 D 0 1 ® 5 5 5 3 County Road 48 4 BLDG. 3 (TYPE B) BLDG.4(TYPE A) 5 Greenport, NY 1 194 FIN. FLR. seal ® FIN. FLR. EL. = BLDG. 6 (TYPE D) B-1 EL. _ 5 23.25' 23.25r FIN. FLR. EL. (. S 23.25' s, i+ r? ® S4 TP-4 ? 11\ S2 4 ❑❑❑❑ __._S2ED q s• 5 F 0697 4 3 OO ® 5 O ® O S2 4 S1 E �, TP �S2 3 6 1 4 issued date description ® 4 ❑❑❑❑ TP-5 S2 1 03/14/19 Issued for Construction ❑ ❑ S2 6 3 N 4 El 3 1 4 ❑ ❑ N FIN. FLR. EL. = 29.0' S2 2 S1 5 5 BLDG. 7 (TYPE D) T 4 SIP 3 FIN. FLR. 1 2 S EL. _ ® ® 23.25' 5 5 4 4 F S41 3 5 5 BLDG. 5 (TYPE A) FIN. FLR. EL. =25.15' O4 4 title 3 1 5 5 SITE PLAN - 6H VAC 1 ® 4 0 D O TP-2 T Q TP-1 -a- S4 drawn by: BNS checked by: CEF scale: 1/8"= 1'-0" project number: 10002 � Drawing Name scaled inch sheet number E-0,01 SCALE: 1"=30%0" BUILDING D +5 +6 +8HO . 02 8 9 F- �-k �-k 9 .� ENGNEERiNG PELICAN THERMOSTAT SCHEDULE Mechanical/Electrical Engineering Consultants BUILDING UNIT M/E Project#170412 Rochester I Buffalo I Syracuse I Schenectady Z 150 N.CHESTNUT ST. 585.288.5590 BUILDING 6 B7, C3 ROCHESTER NY 14604 www.meengineeing.com BULDING 7 B8, C4 BEATTY HARVEY COCO A R C H I T E C T S , L L P NEW YORK I MARYLAND A 1300 Walt Whitman Road, New York, 11747 q p:(631)300-1010 � owner/developer Conifer Realty 1000 University Avenue Suite 500 Rochester, NY 14607 585.324-0500 civil engineer LKMA 437&405 South Country Road Brookhaven, NY 11719 631.286.8668 m.e.p. &f.p. 17M/E Engineering, P.E150 North Chestnu Street PAP. B Rochester, NY 14604 ---------------------------- --- 585.288.5590 PELICAN U-DSS-3 24 structural engineer ------------ WIRELESS ------------------------------- x REPEATER x RS GENERAL NOTES: ----- s 12x8 _ TDM Consulting Engineering 550 North County Road,Suite RS — 811-- — ----- --811— -- X"---- --- — -- --- ---- ----- ------- 100 - - A. SCENTER REGISTERS HOWN AT WINDOWS. N THE WINDOW(S) WHERE Saint James,NY 11780 -- 12x8 - ------ - - --- ------- --- -- U DSS 3 100 —''r' B. ALL DUCTWORK THAT PENETRATES THE FIRE RATED LID X x 0 SHALL HAVE A RADIATION DAMPER INSTALLED. ---------------------- ------- ------ RS --- EWH-S - ------RS------- --- ----- ------------------------- 12x8 12x8 19 key CU-DSS-3 --------------------- -----� ------ 100 - ------ 100 ------ --- ----- - ---------RR-------------- 17 DRAWING NOTES: TRUE ---------------------- --- ------------ - --------100 ---- --- a0_ _ 2x6 3 _ _ _ _ _ NORTH 5 RR RR �1 CODE REQUIRED HEAT PUMP CLEARANCE, KEEP AREA FREE 17 ------------------%- T 22x6 — - ------ ----- 22x6 — FROM OBSTRUCTIONS. PROVIDE A 20x10 RETURN AIR FILTER FOR ALL FILTER U-DSS-2 3 3 RETURN GRILLE. FILTERS SHALL MATCH THE RETURN - ------ - ----- --- — — - ----- ----------------- --- GRILLE SIZE.RR 9 --- - - ---- RR-- - ■N 14x8 _ 22x6 t° _ ____________ ___ _______ ___ 2x 22x6 3 O3 TRANSFER GRILLE TO BE MOUNTED CENTERED ABOVE 0 _ _ N 16 - --- -- _ ----- ---------- DOOR WHERE AVAILABLE. BLADES OF THE RETURN GRILLE Q 12 16 1 1 SHALL POINT TOWARD THE CEILING. --------- ---- ----- ------ - --- --- 5-4 --------- _ _ _ _ _ ___ ____3._2_5_x1 --- t� RR 6" ® FILTER RETURN TO BE MOUNTED 8" AFF. BLADES ON THE — 8 10 0 _ 22x6 c�.i r 8x8 GRILLE SHALL POINT DOWN TOWARDS THE FLOOR. a — ------ ---------- ------- 17 — — � - _ — - - g 6" I} g O5 COORDINATE THE HEIGHT OF THE THERMOSTATS WITH project CU-DSS-2 EF-A2 6 14 RR 3 SD-HP-3 THE ADJACENT LIGHT SWITCHES. THE CENTERLINE OF 22x6 — RSA __—__ THE THERMOSTATS AND LIGHT SWITCHES SHALL BE THE RSA --- {—6.' - - - 11 - — — 11 --- — - - A--- - — - - 1fi ---- — — 11 — --- -. lOx SAME. VINEYARD VIEW 0 10x630 19 TYP. 24 8" _ -- —_— ---_---_—_-- 103 -_ ------ -- --- -- _-6------ --- © EXHAUST FANS ARE TO HAVE A FACTORY RADIATION D 10x10 6 g } DAMPER. --------- _____ SD_ -2 --- -EF-A1 ------- --- ------ -- ---- — -- O7 PROVIDE 7" DUCT DOWN THROUGH THE FIRE RATED Count Road 48 FRG CEILING WITH A RADIATION DAMPER AND FIRE STOP THE Y 8 _ — — _ 6 14 _ _ _ — — _ -------- _ _ _ _ _ _ 20x10 PENETRATION. PROVIDE AN ACCESS DOOR IN THE SOFFIT. Greenport, NY 11944 FRG O 0 353 REFER TO DETAIL DRAWINGS FOR FURTHER INFORMATION. seal li---- - - --- ----- 20x10 8x8• - _ ________ _ 2 4 7�1 7 O 324 --- --g��--- --- ------- - ® COORDINATE THE EXACT LOCATION OF WALL CAPS WITH pF 2 400 ARCHITECTURAL ELEVATIONS. THE EXHAUST WALL CAPS N�. DA 0 8 MUST HAVE A MINIMUM 3'-0" SEPARATION FROM ANY 7 - ----- ---- ---- -—-—-—-—-—-—- ----- - — -- ---- - --------- - - - ---- ------ RS - ------- O INTAKE OR OPERABLE WINDOW. COLOR SHALL BE �- n 00 15 SELECTED BY ARCHITECT. ;. : °y" 't, Cr -- ------------------- --------- — ----- - LOO ------- --- --------- --- -- 12x 10 O9 DUCTWORK LOCATED ABOVE LOWERED CEILING, NOT IN RS THE TRUSS SPACERS . - ------- -- 12x8 ---------- - ----- - ------ — 12x8 ---- --- --- -- -- ---------- --------- - - sF p69`7'N" 4; X 100 X 100 10 CLOSET TO HAVE A LOWERED CEILING. COORDINATE WITH z --- -- -- 13 - --- ARCHITECTURAL RCPS PROVIDE 45 DEG. HEAL TAP AT EACH BRANCH DUCT.Ldl issued date desIII ----------"—"---- "--------- ------- - - - ------ ---------- -- ----------- 12 BLADES OF THE RETURN GRILLE SHALL POINT TOWARD T THE ADJACENT WALL. 1 03/14/19 Issued for Construction T 5 3 O 13 PROJECTED TRUSS LAYOUT. COORDINATE WITH 13 13 STRUCTURAL. 14 PROVIDE EXHAUST FAN WITH WET LOCATION GFCI KIT. 5 3 LOCATE FAN CENTERED ON LONG DIMENSION OF THE ----------------------------------------- -- ------------------------------- TUB, CENTER FAN ON SHORT DIMENSION OF TUB AS DSS-HP-1 IT 604 TRUSS LAYOUT ALLOWS. T --------------------------------------- ---------------------------------- DSS-HP-2 15 EXHAUST DUCT UP TO GOOSENECK ON ROOF. SEAL PENETRATION WEATHER TIGHT. SEE DRAWINGS H-104 FOR FINAL LOCATION AND ROUTING. DSS-HP-2 16 INSIDE OF DUCT WORK TO BE PAINTED FLAT BLACK. 1 , ------------------------------------- -- - --------------------------------- 17 CONDENSING UNITS TO BE MOUNTED ON QUICK SLING 18" EWH- THIS UNIT DOES NOT RECIEVE A MINI SPLIT STAND (QSM1800). STAND SHALL BE ------------------------------------- _ PELICAN WIRELESS THERMOSTAT --------------------------- -- ---- PERMANENTLY REQUIREMENTS,FIXED TO THE CONCRETE PAD PER HCR --------------------- --------- ------------------------—_— ----- ---- _—_— -- 18 PROVIDE TITAN GS30 (OR EQUIVALENT) EXTERIOR WALL PENETRATION. ------------------ ----- ---_-- _—_— ------- 19 CONCRETE PAD BY SITE CIVIL CONTRACTOR. SHOWN FOR COORDINATION ONLY. title PIPING TO INTER OAR T UNITS SPER LMANUFACTURESL/RS RECOMMENDATIONS. BUILDING D - 21 PROVIDE MINIMUM 12" CLEARANCE BETWEEN CONDENSING UNITS. FIRST FLOOR ® ® ® ® © PROVIDE MINIMUM 12" BETWEEN CONDENSING UNITS AND PLAN - HVAC EXTERIOR WALL. ® ® ® �3 REPLACE THERMOSTAT WITH PELICAN WIRELESS ON UNITS SPECIFIED ON THERMOSTAT SCHEDULE. ® PELICAN WIRELESS REPEATER TO BE PLUGGED INTO THE —� drawn by: BNS CONVINCE OUTLET IN WATER/ELEC ROOM. checked by: CEF scale: AS NOTED project number: 10002 BUILDING "D" FIRST FLOOR PLAN -HVAC scaled inch H-1.01 SCALE: 114"=1'-0" sheet number BUILDING D - + + + +6 + +8 H 1 . 01 - PELICAN THERMOSTAT SCHEDULE ENG�NEERiNG� r Mechanical/Electrical Engineering Consultants r1l BUILDING UNIT M/E Project#170412 /�Z Rochester I Buffalo 1 Syracuse I Schenectady 150 N' 5590 BUILDING 6 B7, C3 ROCHESTER NY 14 0 585.288..com r 4 } ? ROCHESTER NY 14604 www.meengineenng.com �v s.a�s BUILDING 7 B8, C4 BEATTY HARVEY COCO A RC H I T E C T S , LLP NEW YORK I MARYLAND 1300 Walt Whitman Road, New York, 11747 p:(631)300.1010 owner/developer Conifer Realty 1000 University Avenue Suite 500 Rochester, NY 14607 585.324-0500 GENERAL NOTES: civil engineer A. CENTER REGISTERS ON THE WINDOW(S) WHERE LKMA SHOWN AT WINDOWS. 437&405 South Country Road B. ALL DUCTWORK THAT PENETRATES THE FIRE RATED LID Brookhaven,NY 11719 SHALL HAVE A RADIATION DAMPER INSTALLED. 631.286.8668 491R, N m.e.p. &f.p. WE NOTES: E Enineerin , P.E. R 150 North Chestnu Street Rochester, NY 14604 --------- - -------- O OBSTRUCTIONS.CODE REQUIRED HEAT PUMP CLEARANCE, KEEP AREA FREE FROM 585.288.5590 structural engineer ------------------------ ------- O PROVIDE A 20x10 RETURN AIR FILTER FOR ALL FILTER RETURN GRILLE. _ FILTERS SHALL MATCH THE RETURN GRILLE SIZE. TDM Consulting Engineering? ---------- X ----- ------- ------------- RSF 10 550 North County Road,Suite 8.. „ 0 TRANSFER GRILLE TO BE MOUNTED CENTERED ABOVE DOOR WHERE Saint James, NY 11780 8 X —_—_—_—_—_—_— _ _—_—_—_ 12x8 AVAILABLE. BLADES OF THE RETURN GRILLE SHALL POINT TOWARD THE 631.686.5234 RS CEILING. 12x8 - ----------------- ------- ------- ----- x 100 ----------- ------------------- ® FILTER RETURN TO BE MOUNTED 8" AFF. BLADES ON THE GRILLE SHALL _—_----------------------------- RS --_—_— RS POINT DOWN TOWARDS THE FLOOR. 12x8 2x ------------ ------- 1100 --------- - O COORDINATE THE HEIGHT OF THE THERMOSTATS WITH THE ADJACENT key LIGHT SWITCHES. THE CENTERLINE OF THE THERMOSTATS AND LIGHT SWITCHES SHALL BE THE SAME. TRUE RR ----------- -------------------_ NORTH Ck -------------------------- -- -- 22x6 _ ------ © EXHAUST FANS ARE TO HAVE A FACTORY RADIATION DAMPER. ------ ---------------------- SD-HP-3•-,\ O7 PROVIDE 7" DUCT DOWN THROUGH THE FIRE RATED CEILING WITH A -- -- ------------ - ----- TG RADIATION DAMPER AND FIRE STOP THE PENETRATION. PROVIDE AN o ak T — — --- —_—_---_—_ 22x6 — — — 22X6 i ACCESS DOOR IN THE SOFFIT. REFER TO DETAIL DRAWINGS FOR _ _ _ _ FURTHER INFORMATION —-—-—-—-—- ------- - --- --- 5 5 e�■ 00 t RR _ —_ _—_—_— —_—_—_ _— —_— T ® DUCTWORK LOCATED ABOVE LOWERED CEILING, NOT IN THE TRUSS -----_ --- 22x6 --- - — — $ $ T SPACE. TG ------ --------- RR 14 6 131 CLOSET TO HAVE A LOWERED CEILING. COORDINATE WITH — — 14 22x6 — — — — —_ — _ _O 1 F1 RR 3 22x6 ARCHITECTURAL RCPS - ii) RR _ _ 22x6 16 10 PROVIDE 45 DEG. HEAL TAP AT EACH BRANCH DUCT. EF-A2 22x6 - - -- 8 B m - - --RSA - — --------B _ -- OB RSA project " 10x6 10x6 B 11 BLADES OF THE RETURN GRILLE SHALL POINT TOWARD THE ADJACENT -- 6 13 { 15 O OB ----- B - - -- ------ ----� 23 O WALL. VINEYARD VIEW RSA - „---- I X - 14 — — — — — — — — — — — — 12 PROJECTED TRUSS LAYOUT. COORDINATE WITH STRUCTURAL. 10x6 1 00, --Dk 24 ------------ --- - —E-- 13 PROVIDE EXHAUST FAN WITH WET LOCATION GFCI KIT. LOCATE FAN 10x10 O — — — — — — ----- ---------- CENTERED ON LONG DIMENSION OF THE TUB, CENTER FAN ON SHORT D — ---_ --— — — --- — — — EF-A1 FRG 6� DIMENSION OF TUB AS TRUSS LAYOUT ALLOWS. County Road 48 10 FR —6 13 _ _ 20x10 _ 14 EXHAUST DUCT UP TO ROOF JACK ON ROOF. SEAL PENETRATION Greenport, NY 11944 — 20x10 _ _ _ _ _ _ _ o _ 353 5 T1 WEATHER TIGHT. SEE ROOF PLAN FOR FINAL LOCATION AND ROUTING, seal O4 < 8x� i= - — — 2 4 — — — DSS - 15 INSIDE OF DUCT WORK TO BE PAINTED FLAT BLACK. OF N E - --- -�- - --- --- --------- ---------- C E WS EH - 1 C 16 10x3.25 WALL STACK DOWN. ------- — ------ --------- _— _ _— _ O O fl 17 REPLACE THERMOSTAT WITH PELICAN WIRELESS ON UNITS SPECIFIED ON Cl) jt RS A ........ THERMOSTAT SCHEDULE. - 12x8 OB --------------- ------- --- -- W — ------ ----- -------- ------------- ----------- ---- ---- F� 0697��' C PROVES ------- 0 ----------- ---- --- -- 11117777 E I t [::]L--� issued date description —I-E ----------------------------------- 1 03/14/19 Issued for Construction ---------------------------------------T OC O -------- — ---- ----00 -- O ------------ --------------------- ---12--------------- --- -------- ------- $ T DSS-HP-1 ----- - - -------- ------ — DSS- HP- 2 --------------------- ------ T ---------- --------------------------------------- ----------------- --- --12------------ ------------------------------------- THIS UNIT DOES NOT RECIEVE A PELICAN WIRELESS THERMOSTAT ------------------------------_—_ ----------------------------- title BUILDING D - SECOND FLOOR PLAN - HVAC drawn by: BNS checked by: CEF scale: AS NOTED project number: 10002 BUILDING "D"2ND FLOOR PLAN scaled inch H-1.02 SCALE: 1/4"=1'-0" sheet number BUILDING D +3 + + +6 +8H 1 . 02 F- ENGiNEERiNG Mechanical/Electrical Engineering Consultants M/E Project#170412 Rochester I Buffalo I Syracuse I Schenectady 150 N.CHESTNUT ST. 585.288.5590 ROCHESTER NY 14604 www.meengineedng.com GENERAL NOTES: BEATTY HARVEY COCO A. DUCTWORK SHOWN DASHED SHALL BE A R C H I T E C T S , L L P ROUTED IN ROOF TRUSSES. NEW YORK I MARYLAND B. OF JACKS SHALL BE INSTALLED WITH 1300 Walt Whitman Road, New York, 11747 LF iq CENTER LINES ALIGNED AS SHOWN IN THE p: (631)300-1010 DRAWIS. -r owner/developer Conifer Realty 1000 University Avenue Suite 500 Rochester, NY 14607 DRAWING NOTES: 585.324-0500 O1 PROVIDE ROOF JACK EXHAUST OUTLET FOR civil engineer BATHROOM EXHAUST. SEAL PENETRATION WEATHER TIGHT. REFER TO DETAIL 5, DRAWING H5.01 LKMA 2 PROVIDE ROOF JACK EXHAUST OUTLET FOR RANGE 437&405 South Country Road Brookhaven,NY 1 1719rookh OD EXHAUST. SEAL PENETRATION WEATHER B 631.286.8668 TIGHT. REFER TO DETAIL 6, DRAWING H5.01. O3 DUCT DOWN TO TYPICAL UNITS. SEE PLANS FOR ROUTING. m.e.p. &f.p. M/E Engineering, P.E. B ,R 150 North Chestnut Street —r 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 1 ■ M 3 1 OC. 2 ° 611 N I I I project VINEYARD VIEW I I I DF i I I I I 4 3 ; 3 3 County Road 48 Greenport, NY 11944 I seal Q) --- -- ------------------ NE ------------ NE DA �F0 P� r r_: EE issued date description 1 03/14/19 Issued for Construction F title BUILDING D - ROOF PLAN - H VAC -I drawn by: XXX checked by: XXX scale: AS NOTED project number: 10002 BUILDING "D" ROOF PLAN -HVAC scaled inch SCALE: 114"=1'-0" sheet number """"`- BUILDING D 6+ +8 -�H ! ENGiNEERiNG EXTERIOR WALL OR PARAPET WALL SEAL PENETRATION OUTLET WITHELASTOMERIC Mechanical/Electrical Engineering Consultants M/E Project#170412 Rochester I Buffalo I Syracuse I Schenectady COMPRESSION SLEEVE TYPE TITAN GS30 (OR EQUIVALENT) FILTER DRIER 150 N.CHESTNUT ST. 585.288.5590 ROCHESTER,NY 14604 www.meengineering.com REFRIGERATION INSULATION ACCESS VALVE PROTECTIVE PVC DECK TYPICAL COVER BEATTY HARVEY COCO A R C H I T E C T S , L L P 11 1-4 ELASTOMERIC LINE-SET ANCHOR TO DECK TYPICAL LIQUID LINE NEW YORK I MARYLAND COMPRESSION & ANTI- HEATPUMP A VIBRATION SLEEVECONDENSING RL 1300 Wait Whitman Road, New York, 11747 UNISTRUT CHANNEL TOTAL DIMENSION VARIES UNIT RS A p:(631)300-1010 REFRIGERATION PIPING WITH QUANTITY OF PIPES ANCHOR OVER INSULATION SUPPORTED owner/developer INSULATION FOR HANGER PODS Conifer Realty REFRIGERANT /SEE ROOFTOP 1000 University Avenue Suite 500 SUCTION LINE REFRIGERATION INSULATION CONDENSING UNIT Rochester, NY 14607 PIPING INSULATED MOUNTING DETAIL 585.324-0500 UNISTRUT LABEL PIFING TO IDENTIFY AS HOT civil engineer 00 GAS, LIQUID OR i i i REMOTE SENSING REFRIGERANT LKMA SUCTION LINE SUCTION. SECURE REFRIGERANT BULB ON RS PIPING 437&405 0 PIPING TO SUPPORTS WITH UNISTRUT CHANNEL STRUT MOUNTED CLAMPth R oad Brookhaven,NY 11719 O 631.286.8668 REFRIGERANT o INSULATION RS m.e.p. &f.p. LIQUID LINE 0 o (TYP.) I DSSOUNJ IT i\ LM/E Engineering, P.E. 0 B 150 North Chestnut Street RL � Rochester, NY 14604 C5:) UNISTRUT CHANNEL I i I 585.288.5590 o I I I INSULATION SHALL BE THERMAL SUCTION TRAP structural engineer i gal i BETWEEN CLAMP AND T i I i i i1 i PIPING. EXPANSION (VERIFY WITH TDM Consulting Engineering i I i i i i 1 i VALVE (TXV) UNIT MANUFACTURER) 550 North County Road,Suite? i 11 MSaint James, 631.686.52340 MECHANICAL CONNECTION FOAM i i iI i i l i SECURED WITH PIPE i I i ' SECURE REFRIGERANT ST��NLESS STEEL CLAMP DETAIL NOTES: CADDY �-I �� PIPING TO SUPPORTS i I i WITH "COSH-A-CLIP" BY A. CONFIRM REFRIGERANT LINE LENGTHS WITH WALL FASTENERS SELF-TAPPING 3/8" HEX i I i (TYP.) HEAD. 1/4" DIAMERTER ALL i B. VERIFY THE REQUIREMENT FOR A SUCTION LINE TRUE WITH ELASTOMERIC WASHERS. TRAP AT THE BASE OF THE REFRIGERANT NORTH Cf MATERIAL ANCHOR SCREWS i I i I SUCTION (RS) LINE WITH THE MANUFACTURER. I LIQUID LINE i C I I C. THIS DETAIL IS INTENDED TO SHOW THE GENERAL SUCTION LINE SYSTEM COMPONENTS. THE SYSTEM SHALL BE WALL SURFACE SEAL I PIPEDRECOMMENDATIONS.IACCOACE WITH THE MANUFACTURERS - ELASTOMERIC GASKETp �Ir■ - w 730 O 0 project DX PIPING CONNECTIONS DETAIL - VINEYARD VIEW 1 REFRIGERANT PIPE PENETRATION DETAIL 2 PIPE SUPPORT CADDY - AT GRADE 3 REFRIGERANT PIPE SUPPORT DETAIL 4 CONDENSING UNIT ABOVE EVAPORATOR COIL H5.01 H5.01 D N.T.S. H5.01 SCALE: NONE H5.01 SCALE:NONE ISCALE: NONE p County Road 48 Greenport, NY 11944 seal UP TO GOOSENECK O� EW TERMINATION ON r OPEN WEB ROOF. SEE ROOF PLAN ROOF JACK (GROAN MODEL TRUSS (TYP) FOR LOCATIONS634 OR EQUAL). ALIGN �- co ROOF MULTIPLE ROOF JACKS PER ROOF PLAN. ALL DUCTWORK IN COLD ATTIC TRUSS SPACE TO BE �.� \7 EXHAUST FAN - INSULATED AS PER THE '��%�,/ SPECIFICATIONS. FACTORY ,i SHOULD NOT CAULK issued date description RADIATION ,'`�i E DAMPER e= i ,JJ EXTEND BEYOND 3RD ,�� GRILLE FACE 1 03/14/19 Issued for Construction GYPSUM BOARD �� RATED FLOOR CEILING FLOOR/CEILING -� CAULK ENTIRE ASSEMBLY PERIMETER OF SLEEVE ilii \ BOTH SIDES. -- OPERATE FAN/LIGHT I = I SEAL TO WALL. FACTORY SIMULTANEOUSLY GRILLE SEAL PER I r ' ARCHITECTURAL PLANS RATED; ; 7" EXHAUST FLOOR/CEILING / �I � O WALL ASSEMBLY A / NOTE 0 PROVIDE SHEETMETAL DUCTWORK. WALL CAP NO FLEXIBLE DUCTWORK PERMITTED. (BROAN 2ND EXTERIOR WALL OPEN WEB MODEL 647 FLOOR TRUSS (TYP) OR EQUAL) / METAL DUCTWORK SLEEVE. INTERIOR EXHAUST FAN MOUNTED IN RATED ASSEMBLY - THIRD FLOOR I 3 7"� 7"0 / PAINTED BLACK, / SIGHT PROOF- j (2) COATS. F}- 6" EXHAUST OUT - TRANSFER TO WALL CAP AT OPEN WEB 7110 GYPSUM BOARD . i GRILLE / F EXTERIOR WALL TRUSS (TYP) WALL CAP CEILING ---� �SOFFIT� / MODEL 647 RADIATION i� RETURN GRILLE In W/ BLADES FACING UP EXHAUST FAN — OR EQUAL) DAMPER AT I i CEILING PLANE i 0 title FACTORY 6"� r I II RADIATION — —_—_—_ _—_J_ I _ 'I �� 8"x8" ACCESS DAMPER DOORII DETAILS - HVAC SHEETMETAL PLENUM. GYPSUM 0 0 PLENUM LENGTH TO RATED BE AS REQUIRED GYPSUM BOARD-1 \�� FLOOR/CEILING RANGE HOOD CEILING ASSEMBLY EXHAUSTO T DUCT TOW FOR BY G.C. p FACTORY \\ -- OPERATE FAN/LIGHT PENETRATE CEILING GRILLE SIMULTANEOUSLY SEAL PER ARCHITECTURAL BETWEEN TRUSSES. o e G PLANS ACCESS DOOR D IN SOFFIT NOTE PROVIDE SHEETMETAL DUCTWORK. BY G.C. drawn by: BNS NO FLEXIBLE DUCTWORK PERMITTED. 1ST FLOOR checked by: CEF E'XHAUST 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 D 5 TYPICAL EXHAUST FAN MOUNTING DETAIL6 TYPICAL KITCHEN RANGE HOOD EXHAUST DETAIL 7 BEDROOM TRANSFER DUCTWORK DETAIL E NONE 5. 5.0 SCAL0 H SCALE= NONE H5.01N.T.S. 21 61 4 �+ --�H H5 . 01 ENGiNEERiNG -�- Mechanical/Electrical Engineering Consultants M/E Project#170412 ®r) "'� Rochester I Buffalo I Syracuse I Schenectady 8.5590 REFRIGERATION REFRIGERATION 150N.CHE,NY146STNUT . ineen g.com ROCHESTER NY 14604 www.meengineering.com PIPING RS/RL PIPING RS/RL BEATTY HARVEY COCO PROVIDE A PVC SLEEVE A R C H I T E C TS L L P WHERE THE REFRIGERANT EXTERIOR WALL PIPING PENETRATES THE OF BUILDING NEW YORK MARYLAND A BUILDING WALL. 1300 Walt Whitman Road, New York, 11747 �— I q p: (631)300-1010 —� owner/developer QUIPMENT BAS Conifer Realty 1000 University Avenue Suite 500 6 Rochester, NY 14607 1„ 1 585.324-0500 QUICK SLING 18" MINI SPLIT STAND 1" 2 5 STAND TO BE PERMANENTLY civil engineer FIXED TO THE CONCRETE PAD 3" ABOVE LKMA 1'-6" MIN PER HCR REQUIREMENTS � � : � ° '.� . '.� � °.= � '.= � '!� � °.• � • • GRADE 437&405 PROVIDE A PVC SLEEVE GRADE " MIN. WHERE THE REFRIGERANT '° -- -- - -`r South Country Road PIPING PENETRATES THE BUILDING WALL. 3 4 MIN. Brookhaven,NY 11719 O O O O 1. 8 .8 m.e.p. &f.p. WE Engineering, P.E. �— g 150 North Chestnut Street DETAIL NOTES: Rochester, NY 14604 (j) ANCHOR BOLT, SIZE & LOCATION AS REQUIRED TO MATCH EQUIPMENT BASE. 585.288.5590 TYPICAL PLASTIC SLEEVE & ANCHOR. structural engineer 6.1 HEAT PUMP �3 TDM Consulting Engineering MIN 11-6111 OUTDOOR UNIT 3 REINFORCING BARS, 12" O.C. EACH WAY. + 550 North Count Road,Suite MIN (2-4 CONNECTIONS) ® #4 DOWEL, 12" O.C. Saint James, NY 11780 11-611 CHAMFER. 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 GENERAL NOTES key INFORMATION TRUE A REFER TO SITE PLAN FOR DETAILS ON CONCRETE SLAB. NORTH C B SITE CIVIL CONTRACTORS TO SUPPLY CONCRETE PAD, IC MECHANICAL CONTRACTORS TO SUPPLY ANCHOR BOLTS. —C eIr■ 0 OO a project 1 Vp'�IIONE 'NAL CONDENSING UNIT LAYOUT - AT GRADE INSTALLATION 2 CONCRETE EQUIPMENT BASE DETAIL - FOR CONDENSING UNITS VINEYARD VIEW H5.02 D SCALE NONE 11 pp County Road 48 Greenport, NY 11944 seal OF FIN O �O 973 4 ,Of-[: Ek I ONP E k 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 D +- - H H5 . 029 PELICAN EQUIPMENT QUANTITY ENGI NEERiNG ® - THE DASHED LINE REPRESENTS THE ;>�_' WIRELESS MESH NETWORK BETWEEN THERMOSTAT (TS200H) 4 Mechanical/Electrical Engineering Consultants THE GATEWAY AND REPEATERS. p 120 V � cc, (TYPICAL) TEMP AND ALARM SENSOR (TAI) Z M/EProject#170412 PELICAN WIRELESS WIRELESS 10K TEMP PROBES (PROBE T-3) 2 Rochester I Buffalo I Syracuse I Schenectady AY 150 N.CHESTNUT ST. 585.288.5590 GATEWREPEATER ROCHESTER,NY 14604 www.meengineering.com resF �rt,dr e• .r +a. COMMUNITY BUILDING i IN WATER AINTENANCE R00 ,� ROOMS INTERNET �� BEATTY HARVEY COCO CONNECTION ,� �� `,, ��,,, , SPARE PARTS TO BE TURNED OVER TO OWNER ARCHITECTS , L L P SCALE: NONE NEW YORK I MARYLAND ` UNITS WITH PELICAN 1300 Walt Whitman Road, New York, 11747 MONITORING TO INDOOR UNIT —� P:(631)300-1010 owner/developer \\\\ \++ \\\ T H SLIM DUCT Conifer Realty WIRELESS ` REMOTE 1000 University Avenue Suite 500 I �� REPEATER �� CONTROLLER Rochester, NY 14607 11 IN WATER I UNITS WITH PELICAN CABLE 585.324-0500 MONITORING G ++ ROOMS �i I+ HEATING W1 G RED G civil engineer W2 WHITE �\\ +' � � T H COOLING Y1 G BLACK 43`&n405 TRUSS SPACE IN ALL UNITS WHERE South Country Road MONITOR PELICAN TSTATS AREY2 , NY 11719 SPECIFIED. FAN - LOW SPEED H1 Brookhaven 286.8668 H2 m.e.p. &f.p. WIRELESS WIRELESS MESH NETWORK FAN - HIGH SPEED FUJITSU THERMOSTAT CONVERTER M E Engineering, P.E. REPEATER G3 (UTY-TTRX) g� g, -____ TO OTHER THERMOSTATS 24 VAC POWER 150 North Chestnut Street IN WATER IN APARTMENTS R l Rochester, NY 14604 ROOMS 24 VAC POWER TO TRANSFORMER TR 585.288.5590 COMMON C COMMON TO TRANSFOMER structural engineer TC TDM Consulting Engineerinq� 550 North County Road,Suite H5.03 1 THERMOSTAT SYSTEM NETWORK DIAGRAM Saint James, NY 11780 SCALE: NONE TRANSFORMER 4 (NOT PROVIDED) key T (9 HERMOSTAT TRUE (TEMPERATURE/HUMIDITY) NORTH PELICAN MODEL S200H WIRELESS IC O O O D C R Rc Y W G W2Y213- 0 - p PELICAN THERMOSTAT SCHEDULE ' O BUILDING UNIT ° BUILDING 1 A3, C2 SEE TYPICAL APARTMENT BUILDING 2 Al B4 UNIT PLANS FOR LOCATION BUILDING 3 A2 B3 BUILDING 4 B1, C1 BUILDING 5 82 project BUILDING 6 B7, C3 BUILDING 7 B8, C4 VINEYARD VIEW INTERSTICIAL SPACE p MONITORING PROBE INSULATION PELICAN WIRELESS MODEL T3 (TYPICAL) County Road 48 Greenport, NY 11944 seal TYPICALSLIM DUCT THERMOSTAT WIRING DIAGRAM ��O�� TRUSS SPACE H5.03 Co ; , SCALES NONE 069-7 DRAWING NOTES: O INSTALL THE INTERSTICAL SPACE MONITORING PROBE DIRECTLY Ek 2 TO THE WOOD TRUSSES. PROBE SHAL BE IN THE FREE AIR, NOT E issued date description 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. + LOCzz�u THERMOSTAT TO BE LOCATED IN THE TRUSS SPACE DIRECTLY TTRUSABOVE THE MECHANICAL CLOSET. DUCT SURFACE + D ® PROVIDE A 24VAC TRANSFORMER FED FROM A 120 V TEMPERATURE PROBE O + c MODEL UNSWITCHED SOURCE TO PROVIDE POWER TO THE PELICAN PELICAN WIRELESS + R TA- 1 4 SYSTEM COMPONENTS. MODEL T3. O5 PROVIDE A 12x12 FIRE RATED ACCESS DOOR IN THE CEILING BELOW THE THERMOSTAT. COORDINATE THE EXACT LOCATION WITH THE TRUSS LAYOUT. F NEUTRAL 24 VAC LOCATION FOR PELICAN 3 MODEL WIRELESS S20 H THERMOSTAT TRUSS SPACE FOR ADDITIONAL title TEMPERATURE AND HUMIDITY MONITORING (ACCESSIBLE BUILDING D THERMOSTAT THRU FIRE RATED CEILING (TEMPERATURE/HUMIDITY) ACCESS DOOR). PELICAN WIRELESS 5 TEMPERATURE AND ALARM SENSOR PELICAN MODEL TS200H — 3 PELICAN WIRELESS MODEL TA1 (ACCESSIBLE THRU FIRE RATED CEILING THERMOSTAT ACCESS DOOR). ' DETAILS D C R L[E LOCATED IN TRUSS SPACED ETA I LS�----J drawn by: XXX / I I checked by: XXX -- - scale: AS NOTED project number: 10002 scaled inch sheet number RIM-IN BUILDING D @PZI ICj4L TRUSS SPACE THERMOSTAT WIRING DIAGRAM - ABOVE CEILING TRUSS SPACE MONITORING EQUIPMENT HE NONE 21 4 8 g H H5 ,903 }� ELECTRICAL SYMBOLS LIST ENGiNEERiNG D COMMUNICATIONS SYMBOLS ONE LINE DIAGRAM SYMBOLS CLOSED CIRCUIT TELEVISION '' BASIC MATERIALS AND METH Mechanical/Electrics!Engineering Consultants O M/E Project#170412 SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION Rochester I Buffalo I Syracuse I Schenectady 150 N.CHESTNUT ST. 585.288.5590 1_' 4ts 4.0�.�yyj 44111 10. HOME RUN TO PANELBOARD. LETTERS/ "W" INDICATES MOUNTED AT 46" A.F.F. ROCHESTER,NY 14604 www.meenginee"ng.com +.rra NUMBERS INDICATE PANEL. NUMBERS ® ONE (1> TELEPHONE OUTLET AND CABLE. �— FUSED DISCONNECT SWITCH D CAMERA (N0.1> INDICATE CIRCUITS. NUMBER OF ARROWS 180 - 1800 CAMERA �--� EQUALS NUMBER OF CIRCUITS. CIRCUIT 360 - 360° CAMERA GENERAL DESIGN CRITERIA: BEATTY HARVEY COCO SHALL BE 20 AMP, 120 VOLT, 2-•12, 112TMDF TELEPHONE MAIN DISTRIBUTION FRAME NON-FUSED DISCONNECT SWITCH ARCH 1 T E C T S , L L P LP-404 EG., IN 1/2 " C, UNLESS NOTED OTHERWISE. BRANCH CIRCUIT WIRING SIZE AND NUMBER CAMERA WITH PAN/TILT/ZOOM A. THIS PROJECT SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH NEW YORK I MARYLAND PTz 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. CIRCUIT BREAKER THE MOST STRINGENT CRITERIA SHALL APPLY. 1300 Walt Whitman Road, New York, 11747 p:(631)300-1010 COMPUTER WORK STATION - DVM DIGITAL VIDEO MANAGEMENT - ENERGY STAR V3.1 (REV 9), WITH CHECKLISTS. owner/developer 00�� GANGED DEVICES 0 TWO (2> COMPUTER DATA OUTLETS AND - HCR HANDBOOK (VERSION: 2018) CABLES. ONE (2) DUPLEX RECEPTACLES - LEED V4 Conifer Realty CIRCUITED AS SHOWN ON DRAWINGS. CURRENT TRANSFORMER 1000 University Avenue Suite Realty MON MONITOR (NO.1) ty Rochester, NY 14607 � 00 DATA DROP WITH POWER - 585.324-0500 SPECIAL PURPOSE RECEPTACLE. PROVIDE ONE (1) COMPUTER DATA OUTLETS AND PROPER VOLTAGE, CLASS, CURRENT RATING nD CABLES. ONE (1) DUPLEX RECEPTACLE O FUNCTION INSTRUMENT LETTER INDICATES LUMINAIRES AND NEMA CONFIGURATION AS REQUIRED BY GENERAL NOTES (APPLY TO ALL DRAWINGS): BRANCH CIRCUIT AND/OR MATCH CAP ON CIRCUITED AS SHOWN ON 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 VIDEOPHONE STATION - LKMA SUBSCRIPT INDICATES TYPE: ONE (1) COMPUTER DATA OUTLETS AND AND CONCEALED IN WALLS UNLESS OTHERWISE INDICATED. ALL CONDUITS/CABLES SHALL RUN 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 O 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 SCHEDULE, LOWER CASE LETTER INDICATES PHASE, HORSEPOWER, AMPERAGE, ETC.) OF EQUIPMENT IS BASED ON AVAILABLE 631.286.8668 FA d SWITCHING DESIGNATION. INFORMATION AT THE TIME OF PROJECT DESIGN. CONTRACTOR MUST VERIFY CUSTOM DESIGNED TENANT CHARACTERISTICS FOR EACH PIECE OF NEW EQUIPMENT PRIOR TO ORDERING ELECTRICAL m.e.p. &f.p. SOLID HALF ARROW(S) INDICATES 120 VOLT VISUAL SIGNALER PANEL TRANSFER SWITCH, RATING AS INDICATED. WALL MOUNTED LUMINAIRE. UPPER CASE EQUIPMENT. INDICATE VERIFICATION ON SUBMITTALS. M/E Engineering, P.E. —T CIRCUIT TO SINGLE POLE CIRCUIT BREAKERS) o LETTERS INDICATE FIXTURE TYPE ON 150 North Chestnut Street UNLESS NOTED OTHERWISE. PROJECTION VIDEO UNIT - ONE (1) COMPUTER ATS - AUTOMATIC FA�d Q SCHEDULE, LOWER CASE LETTER INDICATES C. LOCATIONS INDICATED FOR LIGHTING FIXTURES ARE APPROXIMATE. LOCATE FIXTURES B AS REQUIRED TO AVOID INTERFERENCE WITH BUILDING STEEL, PIPING, DUCTWORK, CONDUIT, Rochester, NY 14604 --► SOLID FULL ARROW INDICATES 208 VOLT DATA OUTLET AND CABLE, AUDIO/VIDEO MTS - MANUAL SWITCHING DESIGNATION. DIFFUSERS, GRILLES, SPEAKERS, SMOKE DETECTORS, ETC. FIELD COORDINATE EXACT 585.288.5590 PV DISTRIBUTION CONTROL OUTLET WITH SVGA LOCATIONS AS NEAR AS POSSIBLE TO THE LOCATION INDICATED. VERIFY COMPLIANCE CIRCUIT TO MULTI-POLE CIRCUIT BREAKER, UNLESS NOTED OTHERWISE. CONNECTOR, PROJECTOR BRACKET, WITH NEC ARTICLE 410.16 FOR INSTALLATION OF LIGHT FIXTURES IN CLOTHES CLOSETS, PROJECTOR UNIT AND ONE (1) 20 AMPERE LUMINAIRE CONNECTED TO NIGHT LIGHT PRIOR TO ROUGH-IN. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS. structural engineer SPECIFICATION GRADE DUPLEX RECEPTACLE. PANELBOARD NL SL CIRCUIT OJ JUNCTION BOX D. EXACT LOCATIONS OF CEILING MOUNTED SMOKE DETECTORS EXIT SIGNS ETC. 9 Engineering WIRELESS ACCESS POINT - F--� FEESTRIP SHALL BE COORDINATED WITH OTHER CEILING MOUNTED EQUIPMENT TO ATDM Consulting CONFLICT. 550 North County Road,Suit WAP ONE (1) COMPUTER DATA OUTLET AND CABLE LOCATE DEVICES AS NEAR AS POSSIBLE TO THE LOCATION INDICATED. FIRE ALARM SMOKE Saint James, NY 11780 LOCATED ABOVE ACCESSIBLE CEILING. PROVIDE AND HEAT DETECTORS SHALL BE LOCATED 3'-0" MINIMUM FROM HVAC DIFFUSERS, 631.686.5234 EQUIPMENT OR TERMINAL CABINET AN ADDITIONAL 20' OF EXTRA CABLE TO J- GROUND CONNECTION REGISTERS, GRILLES, ETC. SMOKE DETECTORS AT SMOKE DOORS MUST BE INSTALLED E= 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 Oa,b,c ON FIKTURE SCHEDULE, SUBSCRIPTS POWER DISTRIBUTION WALL MOUNTED EMERGENCY LUMINAIRE E. ALL NEW ECHAN CALI RCUITING ROOMS) PROVIDE SHALLEALLL C TATING AND PAT HI NG(EXCEPT IN BOI REQUIRED. AS ,LECTRICAL AND INDICATE TYPE: AND CONTROL � WITH BATTERY PACK. key 2 - TWO POLE SWITCH FIRE ALARM _ F. CONTRACTOR SHALL REVIEW ALL TRADES' CONTRACT DOCUMENTS TO DETERMINE SPECIFIC 3 - THREE WAY SWITCH SYMBOL DESCRIPTION y� MOUNTING LOCATIONS FOR ELECTRICAL EQUIPMENT. COORDINATE EXACT MOUNTING LOCATIONS TRUE CEILING MOUNTED EXIT LUMINAIRE ® ® WITH THE ARCHITECT AND OTHER CONTRACTORS. REFER TO ARCHITECTURAL PLANS FOR NORTH 4 - FOUR WAY SWITCH SYMBOL DESCRIPTION G. CASEWORK LAYOUT, ELEVATIONS, ETC. COORDINATE WITH LOCATIONS OF ELECTRICAL DEVICES CP LV - LOW VOLTAGE, MOMENTARY CONTACT 208/120 VOLT PANELBOARD AND OUTLETS 0 K - KEY OPERATED � ,�' WALL MOUNTED EXIT LUMINAIRE -�- PL - PILOT LIGHT H. EXACT LOCATION OF MECHANICAL AND PLUMBING EQUIPMENT THAT REQUIRE ELECTRICAL WP - WEATHERPROOF Q MANUAL PULL STATION MOTOR STARTER. REFER TO ELECTRIC CONNECTIONS ARE SHOWN ON THE MECHANICAL AND PLUMBING DRAWINGS. EP - EXPLOSION PROOF EQUIPMENT AND CONTROL SCHEDULE M - NOMENTARY CONTACT SWITCH ® FOR SIZE AND TYPE. NUMBER INDICATES BRANCH CIRCUITING IDENTIFICATION I. EQO PIMENTCNNECT CONDUIT/WIRING CIRCO T(S) AS INDICATED. REQUIR D CONNECTIONS TO ALL DEVICES/ 131 t_ 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 HOMERUNS DS OCCUPANCY SENSOR, DUAL TECHNOLOGY, - 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 - INDICATED ON ELECTRIC EQUIPMENT OTHERWISE NOTED. DUAL SWITCH 130 DEGREES F RATE OF RISE HEAT DETECTOR AND CONTROL SCHEDULE. NUMBER a, INDICATES ITEM ON SCHEDULE2 - ELAPSED TIMER . K. COORDINATE ALL WORK WITH OTHER TRADES: REFER TO ARCHITECTURAL DRAWINGS AND OTHER o b,c - SWITCHING DESIGNATIONS NUMBER OF a LETTERS EQUALS N0. OF GANGED SWITCH LEG TRADE DRAWINGS FOR COORDINATING LOCATIONS. DSD DUCT SMOKE DETECTOR FUSED DISCONNECT SWITCH AMP RATING AS project SWITCHES INDICATED ON ELECTRIC EQUIPMENT AND B L PROVIDE ALL WORK IN ACCORDANCE WITH UTILITY REQUIREMENTS. CONTROL SCHEDULE. NUMBER INDICATES '� DIMMERMOUNT (INSUBSDCRIPTSTIN120 DICATEOTPPE USH SMOKE DETECTOR, BEAM TYPE TRANSMITTER ITEM ON SCHEDULE. FIXTURE TYPE M. OPROVIDE STALLATIOANCY SENSOR R TYPES WITH COVERAGES THAT MATCH SPECIFIC ROOM VINEYARD VIEW COMBINATION FUSED DISCONNECT SWITCH AND , —NUMBER INDICATES CIRCUIT A - 6DO WATT MAGNETIC STARTER AMP RATING AS INDICATED AC 1 N. PROVIDE INDIVIDUAL CATV BRANCH CIRCUITING FROM EACH CATV OUTLET TO CATV D B - 1000 WATTON ELECTRIC EQUIPMENT AND CONTROL Q� MAIN DISTRIBUTION FRAME. C - 1000 WATT 3-WAY SRx SMOKE DETECTOR, BEAM TYPE RECEIVER SCHEDULE. NUMBER INDICATES ITEM ON x 0. TELEPHONE SYSTEMS PROVIDE CABLING CALLED FOR FROM TMDF TO EACH TELEPHONE D - 1500 WATT SCHEDULE. County Road 48 MOUNTING HEIGHT & MISC. INFO. OUTLET AND TERMINATE WITH PROPER CONNECTORS. E - 8DO 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 p� FLUORESCENT DIMMER SWITCH, 120 VOLT, EQUIPMENT AND CONTROL SCHEDULE FOR NUMBER INDICATES CIRCUIT,� AND TERMINATE WITH PROPER CONNECTORS. a,b,c FLUSI- MOUNTED SUBSCRIPTS INDICATE TYPE SIZE. NUMBER INDICATES ITEM ON SCHEDULE. 3 Q. RISER DIAGRAMS ARE DIAGRAMMATIC ONLY WIRE AND DEVICE QUANTITIES, SIZES, TYPES 3 - THREE WAY DIMMER SWITCH EE]A ALARM SIGNAL, AUDIBLE AND VISUAL CONTACTOR P1 SHALL BE AS CALLED FOR IN CONTRACT DOCUMENTS. ® a,b,c - SWITCHING DESIGNATIONS NUMBER OF � R. SLEEVE AND SEAL ALL WALL AND FLOOR PENETRATIONS. PROVIDE APPROPRIATE FIRE STOPPING LETTERS EQUALS N0. OF GANGED PANEL FOR ALL FIRE RATED PENETRATIONS. SWITCHES NOTE: DESIGNATION QF Q VISUAL SIGNAL DEVICE COMPLETE ELECTRICAL CONNECTION TO r d TYPICAL FOR ALL DEVICES AND HOMERUNS S. COORDINATE EXACT LOCATION OF ALL WIRING ROUTES, EQUIPMENT AND DEVICES WITH u DUPLEX RECEPTACLE, 20 AMP, 125 VOLT EQUIPMENT OTHER TRADES. SUBSCRIPTS INDICATE TYPE 7 DH MAGNETIC DOOR HOLDER T. MAINTAIN SERVICE CLEARANCES OF ALL EQUIPMENT. ADVISE OTHER TRADES OF SERVICE 69-7 AC - ABOVE COUNTER ACCESS CONTROL CLEARANCES AND ENSURE NO SERVICES OR TRADES RUN THROUGH SERVICE AREA. f��FC5510NP IG - ISOLATED GROUND RESCUE ASSISTANCE qqqpqm UC - UNDER THE COUNTER SH SMOKE HATCH U. BATHROOM EXHAUST FANS SHALL BE ENERGY STAR LABELED. WP - WEATHER PROOF SYMBOL DESCRIPTION SYMBOL DESCRIPTION V. ALL LUMINAIRES WITHIN DWELLING UNITS SHALL BE ENERGY STAR LABELED. E issued date description SINGLE RECEPTACLE 20 AMP, 125 VOLT FEC7I ELEVATOR CAPTURE W. ALL EXTERIOR LIGHTING SHALL BE CONTROLLED VIA PHOTOCELL. PHOTOCELL CAN BE INTEGRAL TO 1 03/14/19 Issued for Construction RAM RESCUE ASSISTANCE MASTER STATION THE FIXTURE OR A CENTRAL BUILDING PHOTOCELL, REFER TO SCHEDULES AND PLANS. n X. ALL OCCUPANCY SENSORS SHALL BE PROVIDED WITH AUXILLARY CONTACT FOR USE BY l� INTERRUPTINGRECEPTACLE, GROUND FAULT CIRCUIT FACP FIRE ALARM CONTROL PANEL SCPYPE ACCESS SYSTEM CONTROL PANEL MECHANICAL CONTRACTOR. RAS RESCUE ASSISTANCE REMOTE STATION Y. REFER TO STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL BRACED WALL PANELS (SHEAR WALLS). Efl FAAP FIRE ALARM ANNUNCIATION PANEL COORDINATE WITH STRUCTURAL ENGINEER FOR PENETRATION REQUIREMENTS IN THE QUAD RECEPTACLE 20 AMP, 125 VOLT DPANELS. RPS DOOR RELEASE, POWER SUPPLY ® RESCUE ASSISTANCE ILLUMINATED SIGN r_FS_DI FAN SHUT DOWN (CEILING OR WALL MOUNTED) DUPLEX RECEPTACLE, 20 AMP, 125 VOLT SPILT WIRED. Ds ELECTRIC DOOR STRIKE AMM ADDRESSABLE MONITOR MODULE r�.,� MIN 80" AFF TO BOTTOM OF ar FLOOR BOX, FLUSH MOUNTED. PROVIDE WITH DC DOOR CONTACT DEVICE LENS AND MAXIMUM OF FF II DEVICES, AS INDICATED. ACM ADDRESSABLE CONTROL MODULE O 96" AFF TO TOP OF DEVICE LENS WARNING & SIGNAL FIXTURE/SIGNS CENTERED F ID PUSH BUTTON El KEYPAD FINISHED CEILING ABOVE DOOR SD SMOKE DAMPER HORN/LIGHT�� ;(/ EXIT �� TELEVISION OUTLET RE REQUEST TO EXIT SENSOR title TS TAMPER SWITCH CJ PHOTOELECTRIC CONTROL PR PROXIMITY READER AND BACKBOX PULL STATION 3' FROM EDGE GENERAL NOTES WF PADDLE OR PRESSURE SWITCH TYPE)WATERFLOW SWITCH WITHIN 5' OF OF BASE MAX. DIGITA_ TIME CLOCK LIGHT DOOR LATCH - o AND SYMBOLS - SWITCH SELECTIVE ENTRY (INTERCOM) SYSTEM ° ELECTRICAL SINGLE STATION SMOKE DETECTOR - � OPERABLE �� CEILING MOUNTED OCCUPANCY SENSOR V�SS SUBSCRIPT 'V' INDICATES VISUAL ALARM WALL PHONE PART OF 1'-6" ABOVE STROBE SYMBOL DESCRIPTION � COUNTER MAX. SINGLE STATION CARBON MONOXIDE DETECTOR " RECEPTACLE DEVICE � IE EMERGENCY SHUTDOWN PUSH BUTTON V® SUBSCRIPT 'V' INDICATES AMBER VISUAL ALARM S CEILING MOUNTED SPEAKER 46 TEL/COMM_ EL/COMM 4'-0" 4'-O" SS STROBE O o G o +G drawn by: DPK O REFERENCE TO DRAWING NOTE ® 1-0 WALL MOUNTED SPEAKER 1 6" checked by: ERB CARBON MONOXIDE DETECTOR FINISHED FLOOR C1 REFERENCE TO DEMOLITION NOTE ICM1 INTERCOM (DOOR ENTRY) MASTER STATION scale: CARBON DIOXIDE VISUAL ALARM SIGNALVISUAL. (NO.1) Ii1 PROVIDE PLAIN WHITE DEVICE WITH SIGN DETAIL NOTES: l�lv STATING "CO ALARM" MOUNTED ON WALL project number: 10002 �� HAND HOLE BELOW THE DEVICE. DOORBELL 1 . MOUNTING HEIGHTS TO CENTER OF OUTLETS UNLESS OTHERWISE NOTED. IN MASONRY CONSTRUCTION scaled inch THE ABOVE MOUNTING HEIGHTS SHALL BE USED FOR REFERENCE TO NEAREST BLOCK OR BRICK sheet number IC INTERCOM SUBSTATION COURSING 2. THE ABOVE MOUNTING HEIGHTS SHALL BE ADHERED TO UNLESS SPECIFICALLY NOTED OR DETAILED BUILDING D OTHERWISE ON THE DRAWINGS OR SPECIFICATIONS ENGiNEERiNG Mechanical/Electrical Engineering Consultants WE Project#170412 Rochester I Buffalo I Syracuse I Schenectady 150 N.CHESTNUT ST. 585.288.5590 =��!� q0 t�� T ► *� ROCHESTER NY 14604 www.meengineering.com •�r� 40 BATTY HH GENERAL NOTES: DRAWING NOTES: AER C H I T ERVEY C T S COiO NEW YORK I 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 5 B. 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) ( HP2 CONTROL OF SITE LIGHTING THROUGH CONTACTOR AND O 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 O7 PROVIDE TWO (2) 2" SCHEDULE 40 PVC DIRECT BURIED CONDUIT B 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. Rochester, NY 14604 8 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 M 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 Engineerin O PROVIDE TWO (2) 2"C TO FIRE PUMP HOUSE FOR FIRE ALARM 550 North County Road,Suite x/ CIRCUITS AND COMMUNICATION. PROVIDE FIRE ALARM CONNECTIONS Saint James, NY 11780 TO COMMUNITY BUILDING FIRE ALARM PANEL AS CALLED FOR BY 631.686.5234 THE FIRE PUMP SUPPLIER. PROVIDE MINIMUM OF (1) CAT 6 5 COMMUNICATION CABLE FROM PUMP HOUSE TO COMMUNITY ti ° ti y . BUILDING TEL/DATA BOARD. 10 PROVIDE POWER FOR PUMP STATION. PROVIDE WEATHERPROOF PANEL 'PSI' 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) OHP CHANNEL 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 ew■ M 0 O 73 �a 90 1 4 6 a 0 20A P ib °° ° project ° o°o 2 VINEYARD VIEW �° 4 i " BLDG. 3 2 + County Road 48 • (TYPE B) 3 HP 5 3 20A-2P Greenport, NY 11944 20A-2PBLDG.4 seal VILLAGE 5 (TYPE A) 5_ SQUARE H ° 7 5 ° N 3 HP BLDG. 6 ` CPN N�- �p 20A-2P o f ti (TYPE D) CI Li a / OHP 20A-2P 20A-2P �? 2 C697�3 'j J � o-ej �f�orr5��oNP 0 11 7 FIRE PUMP HOUSE 1 1 E issued date description 8 20A-2P 1 03/14/19 Issued for Construction PC2- d� NDBA 710" O HP 7 g A2 PAR, 20A-2P HH 5 C2-36,38 A-2P COMMUNITY_ 2 3 7 CENTER& 1 4 6 LEASING 5 OFFICE 7 7 HH HH ° 5 i 7 20A-2P BLDG. 7 PC2-32,34 (TYPE D) 1 sN O F .1 0 BLDG. 5 HP 011 0 7 0 (TYPE A) 20A- 1 title 2 5 I. AP_, SITE PLAN - 3 HP ELECTRICAL 20A-2P 1 (RPZ)GFI 10 O PS1 P 1 PUMP STATION: G �- —�- drawn by: DPK checked by: ERB scale: 1/8"= 1'-0" project number: 10002 scaled inch Drawing Name sheet number SCALE: 1"=30'-0" BUILDING D +1 + O +4 O +6 �- O IJENGiNEERiNG 105 Mechanical/Electrical Engineering Consultants M/E Project#170412 TU Rochester I Buffalo I Syracuse I Schenectady 150 N.CHESTNUT ST. 585.288.5590 r.�t 44� ROCHESTER,NY 14604 www.meengineedng.com 7 GENERAL NOTES: BEATTY HARVEY Coco A RC H I T E C T S , LLP A. UNLESS OTHERWISE NOTED, PROVIDED 2*12,1*12G, NM CABLE AND NEW YORK I MARYLAND CONNECT ALL ELECTRICAL EQUIPMENT IN APARTMENTS (EXCEPT 1300 Walt Whitman Road, New York, 11747 RANGE AND EXTERIOR HEAT PUMP CONDENSER) TO 20A-1P CIRCUIT p:(631)300-1010 BREAKER IN THE ELECTRICAL PANEL LC LOCATED IN THAT APARTMENT, CIRCUIT NUMBER AS INDICATED. PROVIDE ALL WIRING AS owner/developer REQUIRED SO THAT LIGHT FIXTURES ARE CONTROLLED BY Conifer Real SWITCHES AS INDICATED. 1000 University Avenue Suite 50 B. PROVIDE 2*8, 1*10G, NM CABLE AND CONNECT RANGE RECEPTACLES Rochester, NY 14607 IN APARTMENTS TO 40A-2P CIRCUIT BREAKER, CIRCUIT LC-4,6. 585.324-0500 C. CONNECT EXTERIOR CONDENSING UNIT FOR EACH APARTMENT TO THE ASSOCIATED APARTMENT'S LOAD CENTER 'LC', CIRCUITS 13,15 civil engineer AS INDICATED. REFER TO EQUIPMENT SCHEDULE FOR CIRCUIT LKMA BREAKER AND WIRING SIZES. 437&405 D. ALL RECEPTACLES SHALL BE LISTED AS TAMPER RESISTANT South Country Road RECEPTACLES, INCLUDING EXTERIOR RECEPTACLES THAT ARE Brookhaven,NY 11719 CIRCUITED TO RESIDENT LOAD CENTERS. 631.286.8668 E. SMOKE DETECTORS SHALL BE INTERCONNECTED SUCH THAT WHEN m.e.p. &f.p. ONE DETECTOR GOES INTO ALARM IT ACTIVATES ALL DETECTORS M/E Engineering, P.E. ©WF ©GFI WITHIN THE DWELLING UNIT. 150Chestnut Street 1464 1 HP-4 1 WP CU-DSS-3 F. PROVIDE INSTALLATION OF LOAD CENTERS 'LC' SO THAT ALL Rochester, COMPONENTS ARE AT 48" AFF MAX. 585.288.5590 8 16 HP-1 4 8 G. ALL LIGHTING AND RECEPTACLES CONNECTED TO APARTMENT LOAD structural engineer M CENTERS SHALL BE CONNECTED TO COMBINATION TYPE ARC FAULT 8 ©G I HP-3 EWH-S BREAKERS, EXCEPT FOR RECEPTACLES LOCATED IN BATHROOMS. TDM Consulting Engineering A(btd 8 550 North County Road,Suite E 16 ® W PC T CU-DSS-3 H. ALL RECEPTACLES MARKED "WP" SHALL BE LISTED WEATHER Saint.lames, NY 11780 RESISTANT TYPE RECEPTACLES IN A WEATHERPROOF ENCLOSURE. 631.686.5234 B/a I. UNDER SLAB RADON MITIGATION SYSTEMS ARE BEING INSTALLED IN B/ 8 S HP-D THESE BUILDINGS. ALL ELECTRICAL RELATED PENETRATIONS OF THE GFI E 0 ( '' HP-2 )10 SLAB ON GRADE MUST BE SEALED TO THE SLAB USING 010 LD Q3 a- POLYURETHANE CAULK, VULKEM 116 OR SIMILAR, TO COMPLY WITH TS keyTV O E LL THE REQUIREMENTS OF THIS INSTALLATION. X IL 16 D8 wF 510 2 10 ( I J. MOUNT ALL RECEPTACLES IN BATHROOMS 44" AFF. NTRUE ORTH B/a TV HP_5 S S Co 8 1111111 CU-DSS-3� C10 K. MOUNT ALL REFRIGERATOR OUTLETS IN KITCHENS 4' AFF. 8 8 Co S SS ( , CATV/TMDF ( I LC3 8 O L. ONE RECEPTACLE IN LIVING ROOM AREA SHALL BE A DUPLEX BOARD a RECEPTACLE WITH INTEGRAL USB OUTLETS. COORDINATE CO E]SS a 16 J 1 DWH-1 RECEPTACLE LOCATION WITH OWNER. Co ® M E M. SINGLE STATION SMOKE DETECTORS IN RESIDENT UNITS SHALL BE ��■ M 8 Cn 1 8 e 11 INSTALLED TO MEET THE FOLLOWING REQUIREMENTS: CU-DSS-2 LC3 a O 10 010 A. INSTALL A MINIMUM OF 36" FROM A BATHROOM o �° -- C/e 11 CONTAINING A SHOWER OR TUB. El B. INSTALL A MINIMUM OF 36" FROM HVAC SUPPLY REGISTERS. LC2 10 11 48 M GFI GFI 3 EF-A1 C. INSTALL A MINIMUM OF 36" FROM THE TIP OF A CEILING a 3 8 GFI C/e cn F1 9 � M 11 C D. REFERNTODNPADDFOR ALL INSTALLATION REQUIREMENTS, - 0g 010 M 11 SD-HP3 c 9 NOT ALL REQUIREMENTS ARE LISTED HERE. project CU-DSS-2 9 c S 10 C B/a O1 a�,., B/° N. PROVIDE THE FOLLOWING IN ALL HVI UNITS= 1 B/a CO 0 010 09 i C/ v10 U O9 A. IN HVI UNITS PROVIDE A HARC SA-101 SONIC RECEIVERca VINEYARD VIEW 09 EF-A1 O J IN THE MASTER BEDROOM. THE RECEIVER SHALL PLUG © a 11 PSD-HP-1 MIICC /e010 F1 9 9 © FROM AINTO A 1SC-VBEPJ BED LSHAKERE AND ACCEPT THE PLUGGFI C/e 48 11 02 AC GFI WP 1 AC 9 / 9 a 010 E C GFI 11 F GF 1 WP B. IN HVI UNITS PROVIDE GENTEX 7109CS SMOKE DETECTORS County Road 48 FI 7 CD� 010 C/ WITH VISUAL SIGNAL. SMOKE DETECTORS SHALL BE Greenport NY 11944 cam, <no O2 10 DWH-1 SS o o:E] v10 �'� 3 AC AC i -- HARDWIRED AND INTERCONNECTED. WITH ALL OTHER 1 11 M 0 1 AC 2 D ® I I NOTIFICATION DEVICES IN THE UNIT. ADJACENT TO THE seal 1 IMC-D I HALLWAY SMOKE DETECTOR INSTALL A HARC SC-0O2 3 Co S I CARBON MONOXIDE DETECTOR WITH TRANSMITTER. THE �F E�V AC GFI GFI GFI 3 GFI SSE GFI NTS GF M A CE ERI DETECTOR SHALL BE HARDWIRED. ` q C 11 GFI 1 co r^<1 �� 10 A/c AC ------ C. PROVIDE AND INSTALL BUILDING FIRE ALARM SYSTEM FI VISUAL SIGNALING DEVICES IN ALL HVI UNIT LIVING ROOM, °�? 4. a ` s �- 2 C /c 10 M BATHROOMS AND BEDROOMS. A/c 10 0 C/e 010 C/e ;;� C/ 0 C/e 0 010 DW D. ALL HVI PLUG IN ITEMS SHALL BE TURNED OVER TO THE 2 ' 10 010 DW M G I OWNER AT THE END OF THE PROJECT. SEE ARCHITECTURAL s� 0 n3 M 12 A DRAWINGS FOR HVI UNITS. 097 �P� DW 12 2 2 fr0E-Ess\o� 1 ft�F M A 34" G E. PROVIDE HARDWIRED DOOR SIGNALER WITH STROBE FOR I 12 F G I GFI 2 10 100 AC HVI UNITS IN LIVING ROOM AND BEDROOMS. PROVIDEIL E1D HARDWIRED PUSH-BUTTON. PROVIDE TRANSFORMER AT issued date description ® B 34" Q10 00 7'-0" A.F.F. FOR CHIME/STROBE AND INSTALL AT 7'-0" A.F.F., 7 GFI 2 5 GFI 1 CONNECT TRANSFORMER TO LOCAL RECEPTACLE CIRCUIT. 1 03/14/19 Issued for Construction 0. REFER TO ARCHITECTURAL DRAWINGS FOR LIGHTING FIXTURE C LOCATIONS. 5 ® I ® 7 5 fl P. COORDINATE EXTERIOR CONDENSING UNIT LOCATIONS WITH / FMECHANICAL CONTRACTOR PRIOR TO ROUGH-INT . B IT 04 0B/b 10 10 DS -HP-2 7 DRAWING NOTES: DSS-HP-101 1 (D -HP O WITH IDE WIR WIRINGWIRING FOR FROM FACP. PRRE OVIDE DERE REISUAL ALARM DEVICE UAL DEVICES IN I 0 10 j ALL HVI UNITS. -1- Tv 11 902 PROVIDE WALL SWITCHES FOR RANGE HOOD LIGHT AND FAN CONTROL=00 -� 5 C/ IN ADA AND ADA ADAPTABLE UNITS. FAN SPEED SHALL BE SELECTED 010 ® AT THE HOOD MOUNTED CONTROL. WIRE SWITCHES IN SERIES WITH EWH-R 3 7 HOOD MOUNTED CONTROLS. 010a C/a010 O PROVIDE ONE (1) SWITCH FOR EXHAUST FAN. THE SWITCH SHALL 5 h 3 7 7 0 05 7 yWP 7 5 CONTROL THE ON/OFF OPERATION OF THE INTEGRAL LED LIGHT. title 3 h EXHAUST FAN SHALL HAVE CONSTANT POWER AND BE CONTROLLED 10 D/h D/h 10�Wp 11 BY INTEGRAL OCCUPANCY SENSOR. BUILDING D - 5 10Luo O GFI GFI O ' 10 7 ® PROVIDE DOORBELL, 16VAC, FLUSH MOUNTED 7-AFF, NUTONE LA14WH WP D/h D/h WP OR EQUAL. FIRST FLOOR GFI GFI PROVIDE LIGHTED DOORBELL PUSHBUTTON WITH SILVER FINISH, PLAN - ELECTRICAL 0 ® ® ® NUTONE PB19L OR EQUAL. MOUNT 46" AFF. © PROVIDE CONNECTION OF EXTERIOR RECEPTACLES NOT LOCATED E ® ® AT UNIT ENTRACNES TO PANEL HP. G O7 PROVIDE RECEPTACLE FOR WATER HEATER. MOUNT RECEPTACLE AT G 44" A.F.F. ADJACENT TO THE WATER HEATER, COORDINATE EXACT -�- drawn by: DPK LOCATION IN FIELD. ® NOT USED. checked by: ERB 09 NOT USED. scale: 1/4"= V-0" 10 PROVIDE SITE LIGHTING CONTROL CONTACTOR AND PHOTOCELL. project number: 10002 REFER TO DETAIL. COORDINATE WITH SITE CONTRACTOR. BUILDING "D" FIRST FLOOR PLAN -ELECTRICAL REFER TO SITE PLAN. scaled inch D1.0 SCALE: 1/4"=1'-0" 11 LOCATE EXTERIOR WEATHERPROOF FIRE ALARM HORN/STROBE sheet number AT FIRE DEPARTMENT CONNECTION (FDC) LOCATION. COORDINATE WITH FIRE PROTECTION CONTRACTOR. BUILDING ING D 1 F_ -+ �- �- RENGNEERNG9 "1 J, Mechanical/Electrical Engineering Consultants , M/E Project#170412 Rochester I Buffalo I Syracuse I Schenectady 150 N.CHESTNUT ST. 585.288.5590 }'_ ROCHESTER NY 14604 www.meengin"nng.com 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 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, BEATTY HARVEY COCO RANGE AND EXTERIOR HEAT PUMP CONDENSER) TO 20A-1P CIRCUIT A. INSTALL A MINIMUM OF 36" FROM A BATHROOM BATHROOMS AND BEDROOMS. A R C H I T E C T S , L L P BREAKER IN THE ELECTRICAL PANEL LC LOCATED IN THAT G. ALL LIGHTING AND RECEPTACLES CONNECTED TO APARTMENT LOAD CONTAINING A SHOWER OR TUB. NEW YORK I MARYLAND 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 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 1300 Walt Whitman Road, New York, 11747 SWITCHES AS INDICATED. SUSPENDED PADDLE FAN. DRAWINGS FOR HVI UNITS. + p:(631)300-1010 ALL RECEPTACLES MARKED " " SHALL BE LISTED WEATHERB. PROVIDE 2*8, 1*10G, NM CABLE AND CONNECT RANGE RECEPTACLES H RESISTANT TYPE REC PTACL SPIN A WEATHERPROOF ENCLOSURE. D NOTEALLOREQUIREMENTS ARENFPA FOR ALL LISTEDIO HEREEQUIREMENTS, E. PROVIDE HARDWIRED DOOR SIGNALER WITH STROBE FOR owner/developer IN APARTMENTS TO 40A-2P CIRCUIT BREAKER, CIRCUIT LC-4,6. HVI UNITS IN LIVING ROOM AND BEDROOMS. PROVIDE Conifer Realty I. UNDER SLAB RADON MITIGATION SYSTEMS ARE BEING INSTALLED IN N. PROVIDE THE FOLLOWING IN ALL HVI UNITS: HARDWIRED PUSH-BUTTON. PROVIDE TRANSFORMER AT 1000 University Avenue Suite 500 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., Rochester, NY 14607 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. 585.324-0500 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 D. ALL RECEPTACLES SHALL BE LISTED AS TAMPER RESISTANT J. MOUNT ALL RECEPTACLES IN BATHROOMS 44" AFF. FROM ASC-VIB-PJ BED SHAKER. LOCATIONS. civil engineer RECEPTACLES, INCLUDING EXTERIOR RECEPTACLES THAT ARE B. IN HVI UNITS PROVIDE GENTEX 7109CS SMOKE DETECTORS P. COORDINATE EXTERIOR CONDENSING UNIT LOCATIONS WITH LKMA CIRCUITED TO RESIDENT LOAD CENTERS. K. MOUNT ALL REFRIGERATOR OUTLETS IN KITCHENS 4' AFF. W TH VISUAL SIGNAL. SMOKE DETECTORS SHALL BE MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN. 437 &405 HARDWIRED AND INTERCONNECTED. WITH ALL OTHER South Country Road 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 Brookhaven, NY 11719 ONE DETECTOR GOES INTO ALARM IT ACTIVATES ALL DETECTORS RECEPTACLE WITH INTEGRAL USB OUTLETS. COORDINATE HALLWAY SMOKE DETECTOR INSTALL A HARC SC-0O2 631.286.8668 WITHIN THE DWELLING UNIT. RECEPTACLE LOCATION WITH OWNER. CARBON MONOXIDE DETECTOR WITH TRANSMITTER. THE DETECTOR SHALL BE HARDWIRED. m.e.p. &f.p. M/E Engineering, P.E. © © g 150 NRa he ter,Chestnut P NY 14604 P 585.288.5590 8 16 16 structural engineer TDM Consulting Engineering 8 N 550 North County Road,Suite -- Saint James, NY 11780 631.686.5234 16K ® /a N IDX t I 0119 keITV 16 Y 16 010 6 TRUE ( ( / I ( I NORTH 1 I B/a P co s SS 019 0 6 8 8 I1 II P O 0 CO ES SS a 16 1p .1 ES C ® SSS CO ® 4 1 16 16 8 m w 1 J aL cr, co 11 16 OO C/a a J B 11 g o 010 11 9AC F CO EF-A1 O LC2 8 F1 1 18GFI SS o M 3 - 010 B/a project J 4 J 9 c ❑S SS GF B/9 B/a 019 B/a 1 B/a 019 018 1 q 018 VINEYARD VIEW CO O M J � 09 SD-HP-2 EF-A1 a E a,b,c ca 10 18 11 1 E99GF 8 AC �' County Road 48 AC F / 11Greenport, NY 1 1944 FI 01 a 11 48" M a J M GFI o o Q CO O D _ seal 3 ,!DWH-1 1110 OF N 9SD-HP-3® B �� ` [ 1 M GFI 11 E 19 AC C/f OC/ 7 GFI 1 DWH-1 B/a �i 2S SS 4811 0 A/c 10 C/a175071GFI 14 19 171`rY"• 1 C d 010 11 4811 91 1 DW `a 11 GFI B C f ��orrs3�oNP� C M F 01 10 E © FI 12 ® B 19 17 �� issued date description PEI CAI 7 coo p0 1 03/14/19 Issued for Construction C/f C/g X10 019 5 ® ® a M 17 � 17 DSS- - 1 1 B/b 17 C S SS 010 CO QSS 7 ( C /b I I I M a 10 DSS-HP-1 01LJ N C/o TV 5 ld 010 17 17 title 9 5 mom= 610 BUILDING DWP - GFI D/g DRAWING NOTES: SECOND FLOO R O PROVIDE PREWIRING FOR FIRE ALARM VISUAL DEVICE AT 80" AFF PLAN - ELECTRICAL WITH WIRING FROM FACP. PROVIDE FIRE ALARM VISUAL DEVICES IN ALL HVI UNITS. 02 NOT USED. �+ 03 PROVIDE ONE (1) SWITCH FOR EXHAUST FAN. THE SWITCH SHALL 0 CONTROL THE "ON/OFF" OPERATION OF THE INTEGRAL LED LIGHT. drawn by: DPK EXHAUST FAN SHALL HAVE CONSTANT POWER AND BE CONTROLLED checked by: ERB BY INTEGRAL OCCUPANCY SENSOR. ® PROVIDE DOORBELL, 16VAC, FLUSH MOUNTED 7-AFF, NUTONE LA14WH scale: 1/4"= 1'-0" OR EQUAL. NOT USED. project number: 10002 O BUILDING "D"SECOND FLOOR PLAN -ELECTRICAL scaled inch © PROVIDE CONNECTION OF EXTERIOR BUILDING LIGHTS TYPE 'P' D1.0 SCALE: 114"=V-0" TO CIRCUIT HP-6. sheet number 07 PROVIDE RECEPTACLE FOR WATER HEATER. MOUNT RECEPTACLE AT 44" A.F.F. ADJACENT TO THE WATER HEATER, COORDINATE EXACT BUILDING D LOCATION IN FIELD. �+ + +6 +8 -91 ,002 �- ENGiNEERiNG Mechanical/Electrical Engineering Consultants ® all WE Project#170412 Rochester I Buffalo I Syracuse I Schenectady j 150 N.CHESTNUT ST, 585.288.5590 to kt A0 �F V ' 3s ROCHESTER NY 14604 www.meenginefdng.com to BEATTY HARVEY COCO A R C H I T E C T S , L L P NEW YORK I MARYLAND A 1300 Walt Whitman Road, New York, 11747 +' +A p:(631)300-1010 owner/developer DRAWING NOTES: Conifer Realty 1000 University Avenue Suite 500 Rochester, NY 14607 O LOCATE SWITCH, LIGHT AND RECEPTACLE AT ATTIC ACCESS. 585.324-0500 O PROVIDE JUNCTION BOX AND 120V CIRCUIT IN ATTIC FOR FUTURE RADON FAN. COORDINATE LOCATION WITH RADON PIPING INSTALLATION. civil engineer LKMA 437&405 South Country Road Brookhaven,NY 11719 631.286.8668 m.e.p. &f.p. B M/E Engineering, P.E. 150 North Chestnut Street Rochester, NY 14604 585.288.5590 structural engineer TDM Consulting Engineerinq� 550 North County Road,Suite Saint James, NY 11780 631.686.5234 key TRUE NORTH IC L7M ■M� 0 Q HP-7 O O E 7 GFI2-*10, 1-*10EG GFI O E 7 project S 79S 0 VINEYARD VIEW HP-8 County Road 48 O�8 Greenport, NY 11944 8 seal OF DA Y F� 069-7N pp E S ci10C1P issued date description 1 03/14/19 Issued for Construction title BUILDING D - ROOF PLAN - ELECTRICAL 10 0 drawn by: DPK checked by: ERB scale: 114"= 1'-0" project number: 10002 BUILDING "D"ROOF PLAN -ELECTRICAL scaled inch p�,03 SCALE: 1/4"=1'-0" sheet number BUILDING D +1 +2 + + + +64H Ela03 o ENGiNEERiNG Mechanical/Electrical Engineering Consultants D roject C . Rochester I�BuffaloI Syracuse eII1Schenectady CIRCUITS2 C EXTERIOR 150 N.CHESTNUT ST. 585.288.5590 CIRCUITS � LIGHTING FIXTURES ROCHESTER NY 14604 www.meengineering.com I C N BEATTY HARVEY COCO G SLOPE FINISH GRADE PROVIDE FRAME AND DESIGNATED ARCHITECTS , L L PNEW YORK I MARYLAND HAND AWAY FROM COVER. COVER: AS SPECIFIED. A 1A 1300 Walt Whitman Road, New York, 11747 ;PI • OFF C � p:(631)300-1010 TO SERVICE ENTRANCE owner/developer PC BUS. GROUND ��, Conifer Realty OCIRCUIITOA AUTO 10'-0" (TYP) �� , 1000 University Avenue Suite 500 ✓n� GROUT FRAME. Rochester, NY 14607 IN O ��D � O 585.324-0500 5'-0" (TYP) D 0 0 0 0 G TWO (2) COURSES civil engineer (MIN.) BRICK. PLACE LKMA ADDITIONAL BRICK AS ` ---------------------------- REQUIRED 37 REQUIRED TO BRING .: 4 Country R ad FRAME UP TO PROPER DO NOT LOCATE Brookhaven,NY 1R1719 NOTES ; HANDHOLES IN FINISH GRADE. VEHICULAR TRAFFIC 631.286.8668 600V INSULATED COPPER i0 CONNECT TO CIRCUIT AS INDICATED ON PLANS AND PROVIDE CIRCUIT BREAKER LOCK. `�� ' CONDUCTOR INSTALLED AREAS. m.e.p. &f.p. IN PVC RACEWAY. PROVIDE 2' X 2' X 4' M E Engineering, P.E. B / g HANDHOLE g 150 North ChestnuStreet Rochester, NY 14604 EXTERIOR LIGHTING CONTROL WIRING DIAGRAM GROUNDING CON UCTOR. TWO (2) ONOAL OUTS.FOU585.288.5590 1 SCALE: NTS INSTALL T-0" MIN. 7 SIDES. i BELOW FINISHED GRADE structural engineer (TYP). TDM Consulting Engineering 550 North County Road,Suite Saint James, NY 11780 3/¢" 0 X 10'-0" COPPERWELD 631.686.5234 GROUND ROD. DRIVE FULL LENGTH PAVING OR TOPSOIL TO INTO GROUND. TOP OF ROD TOa✓ V �' - °- 12" MIN. BELOW FINISHED GRADE EA� MATCH SITE CONDITIONS MYLAR TAPE WITH WORDING: "CAUTION - BURIED ELECTRIC (TYP). key LINE BELOW" FINISH GRADE 12" OF *2 CRUSHED STONE BELOW HANDHOLE. EXTEND MINIMUM OF 6" RUE DETAIL NOTES: AROUND OUTSIDE EDGE. N NORTH Cl- A. AT POINT— 11@1 — — ELECTRODE O CONDUCTOR. SF ENTRANCE EAL ACON USI TO CONDUCDE TOR ER B OY GROUNDING IN WATERPROOF 6" B. GROUNDING ELECTRODE CONDUCTOR SHALL BE: NO ROCKS, DEBRIS IN 1. MINIMUM SIZE 2/0 COPPER FOR 400A SERVICE. -� — BACKFILL 2. SIZE 4/0 FOR OVER 400A SERVICE. DETAIL NOTES: � ■ C. PROVIDE ADDITIONAL RODS AND INTERCONNECTIONS AS NECESSARY A. ALLOW SUFFICIENT SLACK CABLE SO SPLICES CAN BE MADE ABOVE �° W771 OBTAIN SPECIFIED OR UTILITY MAXIMUM RESISTANCE TO GROUND GRADE OUTSIDE OF HANDHOLE. LOWER SPLICE AND SLACK CABLE INTO ° COMPACT BACKFILL TO WHICHEVER IS LESS. HANDHOLE IN A NEAT ARRANGEMENT. 30" MATCH SURROUNDING MINIMUM CONDITIONS A� 5 ELECTRODE GROUND GRID HANDHOLE DETAIL project PROVIDE 3" SAND BED SCALE: NTS SCALE: NTS VINEYARD V ALL AROUND CONDUIT VIEW SCHEDULE 80 PVC CONDUIT UNLESS OTHERWISE SHOWN ON PLANS County Road 48 Greenport, NY 11944 seal 7%2" MINIMUM SPACING OF E y DETAIL NOTES: �P DqN A. READ THE SPECIFICATIONS. GROUNDED SERVICE ENTRANCE CONDUCTOR CONDUCTORS B. REPAIR ALL SETTLEMENT. Q r" ELECTRIC METERS MOUNTED TO c THE EXTERIOR OF THE BUILDINGS N L1 L2 `�Fo 59. 2 13 TYPICAL DIRECT BURIED CONDUIT DETAIL SCALE: NTS O O O issued date description 4 5 � E p O O O HOUSE 1 03/14/19 Issued for Construction ® POWER O O O LOAD MAIN CENTER CIRCUIT 9 MYLAR MARKING TAPE BREAKER WITH MAGNETIC STRIP AND WITH WORDING: 0O O "CAUTION - ELECTRIC ---�---- - - -� — FIRST FLOOR ELEVATION LINE BURIED BELOW" --�� o BURIED AT 6" BELOW `~---i'---- - - ---------------"-"' FINISHED GRADE GRADE INCOMING I C -------------------- BFE FLOOD ELEVATION CONDUITS GRADE NEUTRAL GROUND ASPHALT PAVEMENT SECTION BUS BUS TO MATCH EXISTING O O F z F °°°o �o �o„ , �. °o„ ao, o ° o o Z `STONE BASE COURSE � � C_ � SEA LEVEL SERVICE ENTRANCE DISCONNECTING MEANS COMPACTED, SELECT BACKFILL GENERAL NOTES. c N title *6 REBAR (TYP) Q. ;a. a • - A. DIMENSIONS OF EQUIPMENT MAY VARY DEPENDING ON EQUIPMENT O O3 N SUBMITTED AND APPROVED. VERIFY EXACT DIMENSIONS IN FIELD WITH DETAILS - CONCRETE 9 • APPROVED SHOP DRAWINGS. REBAR PLACEMENT STRAP B. METERING EQUIPMENT SHALL BE PROVIDED AS APPROVED BY THE DETAIL NOTES: ELECTRICAL coNourr(s) - SIZES As INDICATED ° .° _ � UTILITY COMPANY. METERING INSTALLATION, MOUNTING HEIGHTS, ETC., SHALL BE AS APPROVED BY THE UTILITY. O1 GROUNDING ELECTRODE CONDUCTOR. PROVIDE INSULATED COPPER CONDUCTOR PER a CONDUIT CRADLESSPECIFICATIONS. IF NO SIZE IS SPECIFIED, PROVIDE INSULATED COPPER a - 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 4 . D. MAINTAIN ALL CLEARANCES FROM WINDOWS, A/C UNITS, GAS SERVICES, O2 METAL UNDERGROUND WATER PIPE IN DIRECT CONTACT WITH EARTH FOR 10 FEET EARTH 2" ETC.' AS CALLED FOR BY UTLITY. OR MORE. SHALL BE SUPPLEMENTED BY ITEMS 3 & 4. E. PROVIDE 3/4" MINIMUM OUTDOOR PLYWOOD FRAMED WITH "J" CHANNEL -� drawn by: DPK 6 WITH EXPOSED AREAS COVERED WITH SIDING AND CAULKING. SECURE O MADE GROUNDING ELECTRODE. REFER TO MADE GROUNDING ELECTRODE-GROUND TYP. WITH 8 PENNY COMMON NAILS AT 3" INTERVALS. COORDINATE WITH GRID" DETAIL & SPECIFICATIONS. G.C. FOR 2X4 CROSSBRACES REQUIRED. SECURE METER BOXES TO PLYWOOD checked by: ERB DETAIL NOTES: AS REQUIRED BY UTILITY COMPANY. ® MAIN BONDING JUMPER. PROVIDE INSULATED COPPER CONDUCTOR PER N.E.C. ARTICLE 250-28. scale: 1/8"= V-0" 1. FOR CONDUIT ENTRANCE THROUGH OR INTO A BUILDING OR OTHER STRUCTURE DRILL F. METERS SHALL NOT BE INSTALLED BELOW THE BFE ELEVATION. 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 _EECTRIC METER ELEVATION DETAIL SERVICE ENTRANCE GROUNDING BUILDING D SCALE: NTS SCALE: NTS SCALE: NTS +6 �+ + 4 E4901 ENGiNEERiNG Mechanical/Electrical Engineering Consultants UL LISTED GROUND CLAMP M/E Project#170412 AND EQUIPMENT BONDING JUMPER Rochester I Buffalo I Syracuse I Schenectady PAVING OR TOPSOIL TO 150 N.CHESTNUT ST. 585.288.5590P •�! let + '`, ti MATCH SITE CONDITIONS ROCHESTER NY 14664 www.meengineering. com + 11 DETECTABLE WARNING TAPE WITH WORDING "CAUTION - 1 BEATTY HARVEY COCO BURIED ELECTRIC LINE BELOW" FINISH GRADE ARCHITECTS , LLP (MIN-MAX) NEW YORK I MARYLAND 0 1300 Walt Whitman Road, New York, 11747 q p: (631)300-1010 6�I g -�- owner/developer NO ROCKS, DEBRIS IN N 3 — BACKFILL Conifer Realty 1000 University Avenue Suite 500 = JUNCTION BOX Rochester, NY 14607 Ell IN EXHAUST FAN 585.324-0500 COMPACTED, SELECT BACKFILL WHITEN civil engineer 30" MINIMUM (COORDINATE WITH SITE REQUIREMENTS) 120V LKMA BLACK 0 — 437&405 REDSouth Country oad O Brookhaven,NY 1R1719 PROVIDE 3" SAND BED 5 20'-0" 8 RED 0 631.286.8668 ALL AROUND CONDUIT m.e.p.&f.p. 7 BLACK CONDUIT. ° WALL MOUNTED SWITCH FOR M/E Engineering, P.E. 31I g 150 North Chestnut Street B �- -16 DETAIL NOTES: WHITE INTEGRAL LIGHTS (EF-1 ONLY) Rochester, NY 14604 UTILITY POLE. BLACK 585.288.5590 TO DOWN LIGHT O2 TERMINATE RACEWAY AT EXACT HEIGHT DICTATED BY UTILITY structural engineer COMPANY.(PROVIDE MINIMUM OF 5 PIPE STRAPS) TYPICAL CONDUIT (SCHEDULE 80 PVC) TDM 550 North En ineerinq� (NUMBER OF CONDUITS SHALL BE AS �3 TERMINATE AND CAP SPARE RACEWAY. h County Rad,Suite INDICATED ON THE PLAN) Saint James, NY 11780 DETAIL NOTES ® MINIMUM 3'-8" BELOW GRADE. 631.686.5234 A. REFER TO THE SPECIFICATIONS. �5 TWO (2) 4" PVC, SCHEDULE 80 CONDUITS DIRECT BURIED. DETAIL NOTES: © FINISHED GRADE. A. PROVIDE (1) TOGGLE SWICH TO CONTROL INTEGRAL LIGHTS B. PAIR ALL SETTLEMENT. WHERE SHOWN ON PLANS. C. MINIMUM TOP SOIL - 6". O7 PVC TO RIGID GALVANIZED STEEL CONDUIT ADAPTER. key D. WHERE TRUE ADDITIONAL CONDUITS ARE REQUIRED, INCREASE TRENCH ® TWO (2) 4" GALVANIZED STEEL CONDUITS. NORTH WIDTH AND INSTALL CONDUITS WITH 3" MINIMUM SPACING. �9 90 DEGREES X 60" RADIUS SWEEP ELBOWS. UTILITY POLE - PRIMARY ELECTRIC BATHROOM EXHAUST FAN WIRING � TYPICAL DIRECT BURIED CONDUIT DETAIL CONDUIT RISER DETAIL � 2 DIAGRAM o 3 ° 0 project VINEYARD VIEW Dk County Road 48 Greenport, NY 11944 AS REQ'D. BY -,,—AS REQ'D. BY seal XFMR./SWITCH � XFMR./SWITCH F NE SIZE SIZE DAN F �•, ': �i CK Lu sF� 60-i q3 A��F ESS10�1P COVER�/ COOP,DINATE REQUIRED CABLE OPENING SIZE/ E LOCATION WITH APPROVED E issued date description TRANSFORMER/SWITCH. 4 1 03/14/19 Issued for Construction N a d' X 10' LONG n n GROUND ROD INSPECTION PLATE EXOTHERMIC WELD GROUND 11 • • , . (STEEL GRATING) ROD CONNECTION 9 0° ^�— ^ ° Y ' �o• "2 CRU SHED 70,%n621CC o OO oSTONEOO O 0O0Oo0CDO 00000o 0000FINISHED GRADE 0 00 o O�� o0 F o O6o oCONCRETE C URB OO *2 CRUSHED STONE 1" GROUND ROD O -�– F TRANSFORMER 6" DIAMETER CAST IRON PIPE VAULT DETAIL NOTES: A. PRECAST CONCRETE SWITCH VAULT/PAD TO BE LAKELANDS PRECAST MC100 OPENING title WITH MC101 ROOF. NO EQUALS WILL BE ACCEPTED PER RG&E STANDARDS. DETAILS - B. SEAL ALL VAULT PENETRATIONS WATERTIGHT, 103ELECTRICAL C. LAST CONDUIT LENGTHS AT VAULT TO BE GALVANIZED RIGID STEEL (GRS) ° ° W DIA. x 10'- 0" COPPER CONDUIT. GROUND ROD D. PROVIDE 12" #2 CRUSHED STONE BASE (COMPACTED) BELOW & AROUND \ �� GROUND VAULT. WIRE (•2 BARE E. TOP OF PAD TO BE 6" ABOVE FINISHED GRADE. STD. CU.) DETAIL NATES. F. PAD TO EXTEND 6" BEYOND TRANSFORMER ON G drawn by: DPK 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"= F-O" A. COORDINATE WITH NATIONAL GRID FOR EXACT REQUIREMENTS. project number: 10002 scaled inch TYPICAL GROUND ROD DETAIL PADMOUNT TRANSFORMER TRANSFORMER GROUNDING DETAIL sheet number 4 5 6 BUILDING D ENGiNEERiNG R ® Tj `1 : Mechanical/Electrical Engineering Consultants M/E Project#170412 Rochester Buffalo I Syracuse I Schenectady 150 N.CHESTNUT ST. 585.288.5590 _� ROCHESTER,NY 14604 www.meengineering.com vr' +r COAX 4 PR CAT 6 CABLE (TYPICAL) TYPICAL APARTMENT O TYPICAL APARTMENT O BEATTY HARVEY COCO C2 C3 C4 C5 C6 --------------------, ------------------- ARC H I T E C T S , LLP I I I NEW YORK I MARYLAND A CAT6 CABLE I I I 1300 Walt Whitman Road, New York, 11747 (TYPICAL i i FACP p:(631)300-1010 I (COMMUNITY BLDG.) i I i owner/developer 120V, 20A CKT NVR I Tv TV TV i i i ZONE 1 Conifer Realty CATV/TMDF I I 120V 20A 1000 University Avenue Suite 500 TO DMDF I i BOARD I I 03 ' (CAT 6) ------------------- I I CKT Rochester, O -------------------- 2 oc es er, N Y 14607 585.324-0500 MOUSE MUNICIPAL DIGITAL MAIN TELEPHONE KEYBOARD MONITOR TIE COMMUNICATION J BOARD civil engineer FAAP LKMA 437&405 TO UTILITY MANHOLE South Country RoadBrookhaven,NY 11719 DETAIL NOTES NOTIFICATION F F F 631.286.8668 A. 1719 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. B 150 North Chestnut Street Ol PROVIDE TV OUTLETS AS SHOWN ON PLANS AND INSTALL A COAX CABLE FROM 2-*18 TSP IN 1"C 2-18 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 FIRE ALARM LOOP FIRE ALARM LOOP 585.288.5590 MONITOR AND CONTROL CCTV SYSTEM VIA WEB ENABLED GRAPHICAL FOR FUTURE TERMINATION BY CABLE COMPANY. LABEL CABLES WITH APARTMENT (SEE SITE PLAN (SEE SITE PLAN FOR USER INTERFACE. AND ROOM NUMBERS. FOR ROUTING ROUTING) structural engineer D. PROVIDE WALL MOUNTED RACK AND/OR SHELVES FOR MOUNTING OF THE 02 PROVIDE TELEPHONE OUTLETS WHERE SHOWN ON PLANS AND PROVIDE A CABLE DVR, MONITOR AND CONTROL EQUIPMENT. FROM EACH OUTLET TO PUNCH DOWN BLOCK AT TELEPHONE BACKBOARD. LABEL CABLES WITH 550 North TDM Consulting Engineering County Road,Suite APARTMENT AND ROOM NUMBERS. Saint.lames, NY 11780 WIRING ONLY 631.686.5234 __5_*_ F IN JUNCTION BOXES CLOSED CIRCUIT TELEVISION (CCTV) S H WF TS H SYSTEM RISER DIAGRAMTELEPHONE/CA�TV�RSER�D IAGRAM 5 , BLDG. FACP PANELS (TYP.) 3 120V,20A SPRINKLER SYSTEM ke ZOCIRCUIT Wy SCALE NTS SCALE WATER GONG NTS TRUE NORTH C I NOTES 01 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. OO 02 PROVIDE TWO PHONE LINES FROM DIGITAL COMMUNICATOR TO BUILDING PHONE BOARD. O PROVIDE LOCKS FOR ALL CIRCUIT BREAKERS SUPPLYING FIRE ALARM EQUIPMENT. ® PROVIDE ADDRESSABLE HEAT DETECTOR, CONNECT TO SUPERVISORY ALARM CIRCUIT OF BUILDING FACP. DETECTOR TO MONITOR LOW ROOM TEMPERATURE, project SET TO ALARM AT 40 DEGREES F. Two (2) CAT 6 VINEYARD VIEW (TYP.)---------------, 05 PROVIDE NETWORK SYSTEM INTEGRATORS AND ALL EQUIPMENT, WIRING, CONNECTIONS AND PROGRAMMING AS REQUIRED TO MONITOR REMOTE BUILDING i FACP PANELS ON COMMUNITY BUILDING FACP. ANNUNCIATE REMOTE BUILDING FACP MAINTENANCE ALARMS (FIRE, TROUBLE & SUPERVISORY) ON COMMUNITY BUILDING PANEL. DO NOT p DESKTOP i OFFICE ACTIVATE COMMUNITY BUILDING A/V DEVICES ON ACTIVATION OF REMOTE BUILDING ALARMS. 4 L-----------------' Count Road 48 TWO (2) CAT 6 © PROVIDE ADDRESSABLE FIRE ALARM SYSTEM. Y (TYP.) Greenport, NY 11944 '------------------' © FIRE ALARM SYSTEM RISER DIAGRAM — seal p DESKTOP 1 i MANAGERS D i OFFICE COMMUNITY BUILDING E y p DESKTOP 2 I D p PRINTER/FAX L-F---------------� ` TWO (3) CAT 6 �F6 059-1 (TYP.) E._ TO DMDF ACSP 120V E issued date description (CAT6) 1 03/14/19 Issued for Construction TME) � nMnF I------------------I 1 p COMPUTER i DCP 2 I i (SEE PLANS FOR PR p COMPUTER i QUANTITY OF COMPUTERS) DRP 120V I I PR TEL/DATA TEL/DATA i I O DSO INTERIOR MOUNTED TYPICAL DOOR ROOM ROOM O COMMUNITY RM. i TYPICAL DOOR 120V RPS -- ------ CONFIGURATION DOOR OPERATOR O CONFIGURATION = = TWO (2) CAT 6 ODS EXTERIORTTON MOUNTED WITH DOOR PUSHF �- (TYP.) DOOR OPERATOR OPERATOR F PUSHBUTTON O GENERAL ONE LINE NOTES: A. WIRING INDICATED ON THE RISER DIAGRAMS IS DIAGRAMMA-IC ONLY, AND IS NOT INTENDED TO INDICATE ROUTING OR QUANTITIES CF WIRES REQUIRED. WIRING PLETE SYSTEMS AS REQUIRED BY THE SYSTEMR MANUFACTURERS. ALL DEVICES MAY NOT BE INDICATED ON DRAWING NOTES: title RISER DIAGRAM: REFER TO FLOOR PLAN FOR QUANTITIES AND LOCATION DETAILS - OF DEVICES. 01 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. O2 PROVIDE 24 PORT, WALL MOUNTED AND HINGED PATCH PANEL. PROVIDE 02 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. GF 03 DEVICE FURNISHED BY HARDWARE SUPPLIER. G -�- drawn by: DPK COMMUNITY BUILDING — checked by: ERB MTELECOMMUNICATIONS RISER DIAGRAM ACCESS CONTROL SYSTEM RISER DIAGRAM scale: 1/8"- 1'-0" 4 SC � project number: 10002 ALE NTS SCALE NTS scaled inch sheet number BUILDING D 54- JJ ENGiNEERiNG ® � - � Mechanical/Electrical Engineering Consultants l 3 M/E Project#170412 Rochester I Buffalo I Syracuse I Schenectady PROVIDE RISER 150 N.CHESTNUT ST. 585.288.5590litl�'ke� AT 'POLE AS ROCHESTER NY 14604 www.meengineenng.com 3 1 to DIRECTED BY THE PROVIDE CT CABINET UTILITY COMPANY AND METER AS DIRECTED BY THE UTILITY COMPANY BEATTY HARVEY COCO HIGH VOLTAGE HIGH VOLTAGE A R C H I T E C T S , L L P WIRING BY WIRING UTILITY C COMPANY PAD MOUNTED NEW YORK MARYLAND 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 PVC 5IN KDUCTP EG IN 4" 5KEG IN 4" BANKVC IN DUCTBANK Conifer tY MC-A MC-B 1000 University AveneRSuite500 FIRE HOUSE METER CENTER 208Y/12OV,30,4W, 22KAIC METER CENTER 208Y/12OV,30,4W, 22KAIC Rochester, NY 14607 PANEL 585.324-0500 Pci (BY OTHERS) 208Y120V,3QS,4W 300/3 400/3 100A MCB civil engineer 120/208V, 3 ,41N I 600/3 I H H H LKMA 1 I 100 125 125 100 125 125 437&405 EF-J100 250 i 2 2 2 2 2 2 South Country Road Brookhaven,NY 11719 j 3 3 631.286.8668 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 ------ --- ---------- -I SE CABLE WITH SE CABLE WITH SE CABLE WITH SE CABLE WITH m.e.p. &f.p. INSULATED INSULATED INSULATED INSULATED M/E En ineerin P.E. B SERVICE CONDUCTORS TO LOAD CENTERS CONDUCTORS CONDUCTORS TO LOAD CENTERS CONDUCTORS 150 North Chestnuut Street g t ENTRANCE IN APARTMENTS IN APARTMENTS - 4*3/0, 1*6EG 4-*350KCMIL, GROUNDING 120/208V, 10,3W 120/208V, 10,3W Rochester, 14604 ALUMINUM 1-*2EG ALUMINUM (REFER TO FLOOR PLANS (REFER TO FLOOR PLANS 585.288.5590 IN 3"C IN 4"C FOR QUANTITIES) FOR QUANTITIES) structural engineer GENERAL ONE LINE NOTES: TDM Consulting Engineering A. PROVIDE SERVICE ENTRANCE GENERAL ONE LINE NOTES: GENERAL ONE LINE NOTES: 550 North County Road,Suite GROUNDING. REFER TO DETAILS ON Saint James, NY 11780 DRAWING E502. PS2 A. PROVIDE SERVICE ENTRANCE A. PROVIDE SERVICE ENTRANCE 631.686.5234 GROUNDING. REFER TO DETAIL *1 ON GROUNDING. REFER TO DETAIL *1 ON B. MEET ALL UTILITY COMPANY REQUIREMENTS. DRAWING E.502. DRAWING E.502. COORDINATE WITH UTILITY. 100A MCB B. METER SOCKETS FOR RESIDENTIAL 100A MCB B. METER SOCKETS FOR RESIDENTIAL C. PROVIDE MANUAL TRANSFER SWITCH AND WITH HORN BYPASS. WITH HORN BYPASS. 120/208V, 1�,3W LOAD CENTERS SHALL BE RINGLESS 120/208V, 1�,3W LOAD CENTERS SHALL BE RINGLESS key ASSOCIATED GENERATOR TAP BOX AS ALTERNATE BID. TRUE NORTH ONE LINE DIAGRAM - COMMUNITY BUILDING ONE LINE DIAGRAM - BUILDING TYPE A - TYPICAL ONE LINE DIAGRAM - BUILDING TYPE B - TYPICAL NO SCALE NO SCALE NO SCALE 0 ! O O HIGH VOLTAGE HIGH VOLTAGE HIGH VOLTAGE WIRING BY WIRING BY WIRING BY project UTILITY COMPANY PAD MOUNTED UTILITY COMPANY PAD MOUNTED UTILITY COMPANY PAD MOUNTED T BYAUTI TRANSFORMERTRANSFORMER T BYUTILITYCOMPANY T TRANSFORMERBTILIITY COMPANY VINEYARD VIEW 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-"05 OK MELS�2/EGMINU4" MC-C PVC IN DUCTBANK MC-D PVC IN DUCTBANK PUMP MC-D PVC IN DUCTBANK D METER CENTER 208Y/12OV,30,4W, 22KAJC METER CENTER 208Y/12OV,30,4W, 22KAICSTATION METER CENTER 208Y/12OV,30,4W, 22KAIC 150A MCB County Road 48 120/208V, 3�,4W 400/3 300/3 600/3 Greenport, NY 11944 S seal H H H H H H Psi YL J !125 OF NE y 0 125 1225 100 125 125 150 100 125 \ \PN OA O 2 2 2 3 2 2 Ce 3*1/0,1*6EG ALUMINUM 3*2/0,1*6EG ALUMINUM 3*1/0,1*6EG ALUMINUM 3*2/0,1*6EG ALUMINUM 3*2/0,1*6EG ALUMINUM ' '''" Id ;.r SE CABLE WITH SE CABLE WITH SE CABLE WITH SE CABLE WITH INSULATED INSULATED INSULATED INSULATED SE CABLE WITH INSULATED TO LOAD CENTERS * TO LOAD CENTERS �Fo 069IN 7��' CONDUCTORS CONDUCTORS CONDUCTORS TO LOAD CENTERS CONDUCTORS 4 250KCMIL CONDUCTORS IN APARTMENTS rs 7�0 APARTMENTS � 1*4EG � IN APARTMENTS A��r 120/208V, 10,3W 120/208V, 10,3W ALUMINUM 120/208V, 10,3W (REFER TO FLOOR PLANS (REFER TO FLOOR PLANS IN 3"C 3*1/0,1*6EG (REFER TO FLOOR PLANS FOR QUANTITIES) FOR QUANTITIES) ALUMINUM FOR QUANTITIES) 11-7-7 111 SE CABLE WITH E issued date description INSULATED GENERAL ONE LINE NOTES: GENERAL ONE LINE NOTES CONDUCTORS GENERAL ONE LINE NOTES 1 03/14/19 Issued for Construction A. PROVIDE SERVICE ENTRANCE HP1 A. PROVIDE SERVICE ENTRANCE HP1 A. PROVIDE SERVICE ENTRANCE GROUNDING. REFER TO DETAIL *1 ON GROUNDING. REFER TO DETAIL *1 ON GROUNDING. REFER TO DETAIL *1 ON DRAWING E.502. DRAWING E.502. DRAWING E.502. 100A MCB B. METER SOCKETS FOR RESIDENTIAL 100A MCB B. METER SOCKETS FOR RESIDENTIAL 120/208V, 1�,3W LOAD CENTERS SHALL BE RINGLESS 100A MCB B. METER SOCKETS FOR RESIDENTIAL 120/208V, 1�,3W LOAD CENTERS SHALL BE RINGLESS 120/208V, 1¢5,3W 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 II NO SCALE NO SCALE NO SCALE FFFp title ONE LINE DIAGRAMS - ELECTRICAL G + drawn by: DPK checked by: ERB scale: 1/8"= 1'-0" project number: 10002 scaled inch sheet number BUILDING D +3 + + + +7 + 4, , ENGiNEERiNG Mechanical/Electrical Engineering Consultants M/E Project#170412 Rochester I Buffalo I Syracuse I Schenectady 150 N.CHESTNUT ST. 585.288.5590 144,041#414,014 114-4 ROCHESTER,NY 14604 www.meengineeing.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 A p: (631)300-1010 A 51" X 10" LINEAR CEILING MOUNTED PROGRESS LIGHTING 35W LED 4000K WHITE 120V SURFACE 35W 103 owner/developer WHITE LED FIXTURE P7279-304OK8 80 CRI LUMEN/WATT Conifer Realty 1000 University Avenue Suite 500 Rochester, NY 14607 585.324-0500 B 12.5" DIAMETER CEILING MOUNTED SEAGULL LIGHTING (2) 9.5W LED 3000K BRUSHED 120V SURFACE 19W 84 civil engineer SATIN BRUSHED NICKLE LED FIXTURE 77064EN3-962 90 CRI NICKEL LUMEN/WATT LKMA 437&405 South Country Road Brookhaven, NY 11719 631.286.8668 C 7.25" SURFACE MOUNTED DOWN LIGHT PROGRESS LIGHTING 17W LED 3000K WHITE 120V SURFACE 17W 67 m.e.p. &f.p. FIXTURE P8022-28-30K 90 CRI LUMEN/WATT M/E Engineering, P.E. B 150 North Chestnut Street Rochester, NY 14604 585.288.5590 D 9'W x 12.5"H EXTERIOR WALL PROGRESS LIGHTING: 17W LED 3000K ANTIQUE 120V WALL 17W 71 structural engineer k, MOUNTED ANTIQUE BRONZE DIMMABLE P6085-20301<9 90 CRI BRONZE LUMEN/WATT TDM Consulting Engineerin XXX LED LANTERN FIXTURE 550 North County Road,Suite 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 10! TRUE NORTH F1 24" THREE LIGHT BRUSHED NICKLE SEAGULL LIGHTING: (3) 9.5W LED 3000K BRUSHED 120V WALL 28.5W 84 C BATHROOM FIXTURE 44941EN3-962 90 CRI NICKEL LUMEN/WATT EN I� FB , 48" X 9" LINEAR SURFACE MOUNTED PROGRESS LIGHTING 38W LED 3000K WHITE 120V SURFACE 38W 100 ° WHITE LED FIXTURE P7186-30301<8 80 CRI LUMEN/WATT .art ° project FE ; BRUSHEDTER NICKEL EM MOUNTED ED FIXTURE FMSATLA161 208NG 24W 30 BN 80 CRI NICKEL 3000K BRUSHED NICKEL 120V STEM 24W LUMEN/WATT VINEYARD VIEW W/ 3SHL6 BN 6" STEM ACCESSORY County Road 48 CFL 52" CEILING FAN WITH LED LIGHT KIT WESTINGHOUSE: 7247700 (2) 9.5W LED 3000K BRUSHED 120V STEM 19W Greenport, NY 11944 90 CRI NICKEL >< 800 LUMENS seal ' EA. COORDINATE BLADE - COLOR WITH ARCHITEC OF NE I- DqN 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 `" �If5'{ O 973 ✓� I 2X4 LED SURFACE LITHONIA: 2RTLX4 39W LED 3500K WHITE 120V SURFACE 39W 96 � . , 4000 LUMENS LUMEN/WATT E issued date description w 1 03/14/19 Issued for Construction P LED FULL CUTOFF TRAPEZOIDAL GARDCO: 28W LED 3000K CUSTOM 120V SURFACE 28W 106 SCONCE. ALUMINUM HOUSING, TEMPERED 101L-16L-530-WW-G1-3- 2944 LUMENS LUMEN/WATT GLASS LENS, MEDIUM THROW UNV ' DISTRIBUTION, UL LISTED WET LOCATIO CUSTOM FINISH SELECTED BY ARCHITECT LUMINAIRE SCHEDULE NOTES: A. ALL FIXTURES SHALL BE ENERGY STAR, RATED FII title SCHEDULES - ELECTRICAL -I drawn by: DPK checked by: ERB scale: 1/8"= 1'-0" project number: 10002 scaled inch sheet number BUILDING D �- 4�_ 4- 9 1 ENGiNEERiNG GENERAL NOTES: Mechanical/Electrical Engineering Consultants M/E Project#170412 1.ALL DEVICES PROVIDED BY THE DIVISION 16 CONTRACTOR. Rochester I Buffalo i Syracuse I Schenectady E_L E C T R I C EQUIPMENT AND CONTROL SCHEDULE 2.ITEM NUMBER INDICATES EQUIPMENT NUMBER. iso N.CHESTNUT sr. 585.2.88.5590 ! s90 � f ' a! �y 3.ALL DEVICES SHALL BE SURFACE MOUNTED UNLESS OTHERWISE NOTED. ROCHESTERNv14604 www.meengineering.com 4.PROVIDE OVERLOADS, SIZE AS REQUIRED, BY THE DIVISION 15 CONTRACTOR 5."AU" INDICATES CONTROL DEVICES IS LOCATED AT THE UNIT. 6."NF" INDICATES NON-FUSED. 7."IU" INDICATES INTEGRAL WITH UNIT. B E ATT Y HARVEY COC O EQUIPMENT POWER SOURCE PROTECTION & WIRING CONTROL DEVICES A R C H I T E C T S , L L P J r w Y NEW YORK I MARYLAND 0 W� w Oce z Om r �W z�z 00z 00z a ^, o owe z~ 3W z� �o 0- w� mwo two v,wo F-z z z 1300 Walt Whitman Road, New York, 11747 HIL Ord OJ Zw 0 �- a- a- ti H > MCA OR ox z� �H- zzw F-Ow w Uxrn awm �Ld H- ~ H- ~ H ~ Qp o� WZ p:(631)300-1010 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 ,�,� � Ztn o�W z>� wW vZ0 x j� �w j�a ��a U3a o~ ►-� 0~ 00 DISCONNECT SWITCH > w w 3� 3� �3�- U U U 1= VOLTS CENTER BREAKER CONTROL UNIT EQUIPMENT SIZE Q_ a Ord oma: wox z 0 m o rn 0 to �w �w Law JQ owner/developer AMPS STARTER m3 aIw mi= z0�- mwr- wo wZ) Jir �3 � 0 �z Qz NZ OceConifer Realty w mWrn 500 J c�wo 0.H-O o >.00 za H-o� wz oz �z mo W Z OZ W 00 m Q Oz w0 J~W a'~W in H"W x0 a0 00 ZJ O Q U oa U0 Q YF 00 �I- tLUF_ Z)OW �UH HU U FU o 0 �� N W � �Z � '�� aF WH xl o o SWITCH FUSE ENCLOSU REF. 1000 University Avenue Suite 500 V) > a� 0 Oa ofo 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 1 208 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. BDSS-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 i EF-A1 EXHAUST FAN/LIGHT APT. BATHRMS. 1 .4 1 120 LC (SEE PLANS) 20/1 2-*12, 1-*12EG, NM CABLE 2-*12, 1-*12EG, NM CABLE X AU 2 Rochester, NY 14604 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 2 585.288.5590 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 , TDM Consulting Engineerinq� 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 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 2145 3 208 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 NOTE 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. �"'• r� 4. EXHAUST FAN SHALL BE CONTROLLED VIA ROOM LIGHT SWITCH AND VACANCY SENSOR. Qo 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. 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 D_f County Road 48 Greenport, NY 11944 seal �F N E � N DA � ( w PANELBOARD SCHEDULE �F O 069-7�3 4� PANEL TYPE MAIN AMPERE RATING BRANCH CIRCUIT DEVICES A�OFESSIONP� INFORMATION VOLTAGE RATING MOUNT BRANCH SUB KAIC QUANTITY FRAME TRIP / FUS NOTES -- - NAME DIST. CIR 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 1 03/14/19 Issued for Construction 2 1 20 2 HP X 208/120 3 4 100 22 X 5 6 1 20 1 7 1 1 20 1 A LC1 X 208/120 1 3 100 10 X 1 30 2 1 1 40 2 5 6 20 1 8 1 20 1 A LC2 X 208/120 1 3 100 10 X 1 30 2 1 40 2 5 6 4 20 1 10 1 20 1 A LC3 X 208/120 1 3 100 10 X 11 30 2 1 1 40 2 K - - - - - - title 4x 4 4 19 20 1 1 SCHEDULES - 100 3 ELECTRICAL PS1 X 208/120 3 4 150 22 X PANELBOARD SCHEDULE NOTES A. PROVIDE COMBINATION T"PE ARC FAULT CIRCUIT INTERRUPTER CIRCUIT BREAKER. SEE FLOOR PLANS. 0 B -I drawn by: DPK checked by: ERB scale: 1/8"= V-0" project number: 10002 scaled inch sheet number BUILDING D 1 2 1 3 � 51_ 6 7 8 —1 GENERAL NOTES - RESIDENTIAL: GENERAL DESIGN CRITERIA: E N G i N E E RiN G A. THIS PROJECT SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH A. RADON: THE FOLLOWING ENERGY CONSERVATION AND FUNDING PROGRAMS: Mechanical/Electrical Engineering Consultants THE MOST STRINGENT CRITERIA SHALL APPLY. WE Project#170412 1. SEE ARCHITECTURAL PLANS FOR RADON PIPING SYSTEM. Rochester I Buffalo I Syracuse I Schenectady BLCGG COORDINATE WITH PLUMBING PIPING. - ENERGY STAR V3.1 (REV 9), WITH CHECKLISTS. 150 N.CHESTNUT ST. 585.289.5590 a (TYPE C) - HCR HANDBOOK (VERSION: 2018) ROCHESTER NY 14604 www.meengineering.com 't W 1 -1 2. PLUMBING CONTRACTOR SHA-L SEAL ALL PLUMBING RELATED - LEED V4 FOR HOMES SLAB AND BELOW GRADE EXTERIOR WALL PENETRATIONS USING POLYURETHANE CAULK, TRENCO VULKEM 116 OR SIMILAR, IN COORDINATION WITH THE INSTALLATION OF THE PASSIVE BEATTY HARVEY COLO tANDBANKED RADON MITIGATION SYSTEM. GENERAL NOTES: PLUMBING SYMBOL LIST A R C H I T E C T S , L L P PARKING B. FIXTURE INSTALLATIONSNEW YORK I MARYLAND A. THESE NOTES ARE APPLICABLE TO THE FULL SET OF CONTRACT SYMBOL DESCRIPTION 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 4 COMPOUND. INSTALLATION SHALL BE PER THE FIXTURE MFR'S B. EXISTING CONDITIONS ARE TAKEN FROM FIELD OBSERVATIONS ® A p:(631)300-1010 RECOMMENDATIONS. SUB-FLCORS AT SHOWERS SHALL BE AND PRIOR CONSTRUCTION DOCUMENTS WHEN AVAILABLE. THE POINT OF CONNECTION owner/developer PATCHED TO MINIMIZE SIZE OF HOLE AT DRAIN BEFORE LOCATIONS SHOWN MUST BE CONSIDERED APPROXIMATE. OTHER INSTALLING BEDDING COMPOUND. SUCH WORK MAY EXIST, HOWEVER, LOCATION AND SIZE ARE NOT ® POINT OF DISCONNECTION Conifer Realty - - SPRAY FOAM SHALL NOT BE USED AS BEDDING MATERIAL. - - 1000 University Avenue Suite 500 PRESENTLY KNOWN. IT IS STRONGLY ENCOURAGED TO VISIT SITE G B PRIOR TO BID TO REVIEW EXISTING CONDITIONS AND CONFIRM NTS NOT TO SCALE Rochester, NY - 07 2. ADA COMPLIANCE - WATER CLOSET AND URINAL HANDLES IN SCOPE OF WORK. (E) EXISTING 585.324-050500 ADA APARTMENT OR STALLS SHALL BE MOUNTED ON THE SIDE OF THE FIXTURE OPEN TO THE ROOM. C. WHEN EXISTING CONSTRUCTION IS DAMAGED DURING WORK BY (ETR) EXISTING TO REMAIN C. GAS PIPING: THIS CONTRACTOR, REPAIR AND/OR REPLACE WITH SIMILAR AFF ABOVE FINISHED FLOOR civil engineer MATERIALS AS MUCH AS POSSIBLE, SUBJECT TO ARCHITECTS BFF BELOW FINISHED FLOOR LKMA 1. PROVIDE A PIPE NIPPLE THRU EQUIPMENT CASE FOR CONNECTION APPROVAL. VTR VENT THRU ROOF 437&405 00 00 TO CORRUGATED STAINLESS STEEL TUBING (CSST) & GAS FLEX D. DISPOSE OF ALL DEMOLITION AND/OR OTHER WASTE MATERIALS GC GENERAL CONTRACTOR South Country Road LINES PER CODE. CSST & FLEX CONNECTORS SHALL NOT EXTEND Brookhaven, NY 11719 ° ° THRU EQUIPMENT� CASES. CAUSED BY WORK OF THIS CONTRACTOR. LEGALLY DISPOSE ALL MC MECHANICAL CONTRACTOR 631.286.8668� MATERIALS TO A LOCATION OFF SITE. PC PLUMBING CONTRACTOR aDG 2. CSST INSTALLATION SHALL LINE SI CALCULATIONS FROM P.C. S E. COORDINATE AND SCHEDULE WORK AND SHUTDOWNS WITH THE EC ELECTRICAL CONTRACTOR m.e.p. &f.p. VILLAGE BLS B B VERIFY ACCEPTABLE CSST LINE SIZES. SIZES SHOWN ON PLANS OWNER AND OTHER TRADES PRIOR TO DEMOLITION. (E) EXISTING PIPING M/E Engineering, B SQUARE BHA ARE IRON PIPE SIZES. 150 North ChestnuStreet BLDG D F. ALL EXISTING PIPING TO REMAIN SHALL BE RECONNECTED TO NEW PIPING LOCATED ABOVE FLOOR/SLAB B Rochester,Chestnut 14604 .a �. "PFD) 3. CSST INSTALLATIONS SHALL BE GROUNDED AND BONDED PER CODE ACTIVE SERVICE PIPING. — NEW PIPING LOCATED BELOW FLOOR/SLAB BACK TO ELECTRIC SERVICE GROUND. 585.288.5590 As SHALL BE REMOVED BACK TO ACTIVE COLD WATER PIPING (CW) 4. EVERY CSST INSTALLER SHALL HAVE PROOF THAT THEY HAVE G. ALL PIPING TO BE REMOVED, •• HOT WATER PIPING (HW) FIRE PUI� BEEN TRAINED TO AN ACCEPTABLE LEVEL BY THE MFR OF THE PIPING AND CAPPED. VALVE AND CAP ALL WATER PIPING. REMOVE structural engineer HOUSE CSST BEING INSTALLED. ALL INACTIVE PIPING UNLESS NOTED. ••• HOT WATER RECIRCULATING PIPING (HWR) —140•• 1400 HOT WATER PIPING (HW) TDM Consulting Engineering? SEE SPE 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 —140 ••• 140° HOT WATER RECIRCULATING PIPING (HWR) 550 North County Road,Suite THE EQUIPMENT EXTENDED TO THE OUTSIDE WITH A VENT ELBOW. REMAIN MAY BE ABANDONED IN PLACE UNLESS NOTED. REMOVE Saint James,NY 11780 ---� =B PIPING BACK TO BEHIND THE FINISHED WALL SURFACE AND CAP. TW TEMPERED HOT WATER PIPING (TW) 631.686.5234 VENT LIMITORS SHALL NOT 3E USED IN PLACE OF VENT PIPING. TWR TEMPERED HOT WATER RETURN PIPING (TWR) OFFICE I. PATCH HOLES IN EXISTING CONSTRUCTION LEFT BY THE REMOVAL 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 D ARCHITECT TO SELECT COLORS. CONSTRUCTION. MAINTAIN FIRE/SMOKE RATING. SAN SANITARY SEWER PIPING ('TYPE D) 7. ROOF MOUNTED GAS PIPING SHALL NOT BE VISIBLE FROM GRADE. GW GREASE WASTE PIPING (GW) key .a TOP OF PIPE SHALL NOT BE MORE THAN 12" ABOVE THE ROOF EXCEPT J. DEMOLITION SHALL INCLUDE, BUT NOT BE LIMITED TO PIPING, AW ACID WASTE PIPING (AW) X WHERE NOTED OR WHERE NECESSARY TO CONNECT TO EQUIPMENT. VALVES, FIXTURES, EQUIPMENT, HANGERS, SUPPORTS, AND TRUE BMA INSULATION EXCEPT ASBESTOS. IW INDIRECT WASTE PIPING (IW) NORTH n�9 D. ALL CLEANOUTS SHALL BE WALLPLATE TYPE UNLESS OTHERWISE ---------- VENT PIPING C INDICATED ON DRAWINGS. K. REMOVE EXISTING CONSTRUCTION IN THE WAY OF NEW WORK. ST STORM WATER SEWER PIPING (ST) C E. ROOF PENETRATIONS PROTECT BUILDING AND FURNISHINGS FROM DAMAGE. G NATURAL GAS PIPING (G) L. WHERE NEW WORK IS TO BE INSTALLED ABOVE AN EXISTING ELBOW DOWN ° 1. PROJECTS WITH PITCHED ROOFS SHALL HAVE ALL PLUMBING CEILING, PROVIDE FOR THE REMOVAL OF THE CEILING. UPON COMPLETION 45°OFFSET COMPLETION OF WORK REPAIR ALL DAMAGED CEILING SURFACES ■ VENTS, AND EQUIPMENT INTAKES & VENTS, THROUGH ROOFS, REPLACE ALL DAMAGED TILES. o ELBOW UP •;• SITE PLAN LOCATED BEHIND THE RIDGE LINE AND SHALL NOT BE VISIBLE --9— BOTTOM/TEE CONNECTION FROM THE FRONT OF THE BUILDING. M. SLEEVE AND SEAL ALL WALL AND FLOOR PENETRATIONS. PROVIDE P-001 FIRESTOPPING FOR ALL PENETRATIONS. �� TOP TEE CONNECTION ° �o 2. ROOF PENETRATIONS SHALL BE MADE AT LEAST 5 FEET AWAY, "P" TRAP MEASURED HORIZONTALLY, FROM ROOF VALLEYS ON PITCHED N. MAINTAIN SERVICE CLEARANCES OF ALL EQUIPMENT. ADVISE OTHER PIPE CONTINUATION ROOFS AND 5 FEET UPHILL FROM ROOF DRAINS ON FLAT ROOFS. TRADES OF THE REQUIRED SERVICE CLEARANCES. ° —� CAP OR PLUG GAS LOAD - DESIGN BASIS - BUILDING A F. ENERGY CONSERVATION: 0. PROVIDE FOR THE DRAINING AND REFILLING OF PIPING SYSTEMS, l' DECK PLATE CLEANOUT (DPCO) project FIRE PROTECTION SYMBOL LIST INPUT BTUH/ 1. ALL WALL & FLOOR SURFACE PENETRATIONS IN APARTMENTS, INCLUDING AIR REMOVAL, RESETTING OF FLUSH VALVES, FLUSHING —cil WALL PLATE CLEANOUT (WPCO)SYMBOL DESCRIPTION EQUIP. NO. DESCRIPTION QUANTITY UNIT TOTAL BTUH COMMENT INCLUDING THOSE BEHIND ESCUTCHEONS, SHALL BE SEALED SYSTEMS OF DIRT AND SCALE CAUSED BY SHUTDOWNS ANDSTARTUPS —�I CLEANOUT (CO) VINEYARD VIEW EXISTING WORK TO BE REMOVED DWH-1 WATER HEATER5 38,000 190,000 . TO COMPLY WITH PRESSURE TESTING FOR ENERGY EFFICIENCY. 13 FLOOR DRAIN (FD) / FLOOR SINK (FS) 2. ACCESS DOORS IN APARTMENTS SHALL BE GASKETED TYPE P. REFER TO EQUIPMENT/ FIXTURE SCHEDULE FOR FINAL CONNECTION 00 ROOF DRAIN D ® POINT OF CONNECTION TOTAL CONNECTED LOAD 190,000 BTUH TO COMPLY WITH PRESSURE TESTING FOR ENERGY EFFICIENCY. SIZES. C4- WALL HYDRANT (WH) / HOSE BIBB (HB) D ® Q. PROVIDE CLEANOUTS AT THE BASE OF ALL STORM, SANITARY i71 STRAINER POINT OF DISCONNECTION 190 CFH - CONN. LOAD G. INSULATION SCOPE PEX MANIFOLD AND WASTE STACKS. ® WATER METER County Road 48 NTS NOT TO SCALE 1. INSULATE ALL COLD WATER PIPING FROM THE WATER SERVICE CATCH BASIN Greenport, NY 1 1944 ENTRANCE TO THE INLETS OF THE PEX MANIFOLDS. R. PITCH 4" AND LARGER SANITARY AND WASTE PIPING AT %g" PER ® seal (E) EXISTING FOOT UNLESS OTHERWISE NOTED. FOR SANITARY AND WASTE 0 MANHOLE " PER FOOT UNLESS z GAS LOAD - DESIGN BASIS - BUILDING B qSHUT OFF VALVE (ETR) EXISTING TO REMAIN 2. INSULATE ALL HOT WATER PIPING FROM THE WATER HEATER TO PIPING 3" AND SMALLER PITCH AT i/ E OTHERWISE NOTED. pF AFF ABOVE FINISHED FLOOR EQUIP. NO. DESCRIPTION QUANTITY INPUT BTUH/ TOTAL BTUH COMMENT THE INLETS OF THE PEX M/,N1IFOLDS. BALANCING VALVE ` DAN p GC GENERAL CONTRACTOR UNIT 3. INSULATE ALL HOT WATER RETURN PIPING. S. COORDINATE LOCATION AND ELEVATION OF STORM AND SANITARY —iy-- CHECK VALVE t., MC MECHANICAL CONTRACTOR DWH-1 WATER HEATER10 38,000 380,000 LATERALS AND WATER SERVICE WITH THE SITE CONTRACTOR. NO S SOLENOID VALVE co m an I- ALLOWANCE WILL BE MADE FOR ADDITIONAL COSTS DUE TO THE PC PLUMBING CONTRACTOR * ;,. H. INSULATION SCOPE: CENTRAL HOT WATER, NO PEX PRESSURE REDUCING VALVE - CONTRACTORS FAILURE TO COORDINATE TERMINATION POINTS. EC ELECTRICAL CONTRACTOR 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 ENTRANCE TO BRANCHES FOR THE UNITS, AND THE FIRST 10 FEET CONNECTION TO THE SITE UTILITIES. SHUT-OFF SWITCH 2s �3 4� (E) EXISTING PIPING OF THE BRANCH PIPING. PIPE ANCHOR Fa 0597 P` T. MINIMUM SIZE OF WASTE PIPING BELOW SLAB SHALL BE 3" EXCEPT �'Ror-�ss��N NEW PIPING GAS LOAD - DESIGN BASIS - BUILDING C 2. INSULATE ALL HOT WATER PIPING FROM THE WATER HEATERS TO PIPING SERVING FLOOR DRAINS SHALL BE 4". MINIMUM SIZE OF VENT = PIPE GUIDE FP FIRE PROTECTION SERVICE (FP) THE BRANCHES FOR THE UNITS, AND THE FIRST 10 FEET OF THE PIPING BELOW SLAB SHALL BE 2". UNION E S SPRINKLER MAIN/BRANCH PIPING (S) EQUIP. NO. DESCRIPTION QUANTITY INPUUNIBTUH/ TOTAL BTUH COMMENT BRANCH PIPING. —4.— BACKFLOW PREVENTER (BFP) E issued date description D SPRINKLER DRAIN PIPING (D) DWH-1 WATER HEATEF 10 38,000 380,000 3. INSULATE ALL HOT WATER RETURN PIPING. 11111,01— SHOWER HEAD D ELBOW DOWN —0 SHOCK ABSORBER (SA) 1 03/14/19 Issued for Construction �0-- 45°OFFSET TOTAL CONNECTED LOAD 380,000 BTUH iw— RECIRCULATION PUMP—o — 0 ELBOW UP 380 CFH - CONN. LOAD THERMOMETER BOTTOM/TEE CONNECTION -= O PRESSURE GAUGE �T— TOP TEE CONNECTION —� PIPE CONTINUATION 3 FLUSHING CONNECTION GAS LOAD - DESIGN BASIS - BUILDING D • PENDENT SPRINKLER HEAD EQUIP. NO. DESCRIPTION QUANTITY INPUT BTUH/ TOTAL BTUH COMMENT 0 DRY PENDENT SPRINKLER HEAD UNIT WATER HEATER SCHEDULE x QUICK RESPONSE PENDENT SPRINKLER HEAD DWH-1 WATER HEATEF 5 38,000 190,000 GALLONS/ t� CONCEALED PENDENT SPRINKLER HEAD NO. SERVICE TYPE BTUH HOUR TEMP RISE FUEL TYPE VENT IN ELECTRIC DESIGN MAKE O RESIDENTIAL PENDENT SPRINKLER HEAD TOTAL CONNECTED LOAD 190,000 BTUH INPUT RECOVERY DEG F INCHES o UPRIGHT 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 DWH-2 DOM TANK - 18.5 100 ELEC - 240 A.0 SMITH PNT-55 F o SIDEWALL SPRINKLER HEAD FIXTURE SCHEDULE A DRY SIDEWALL SPRINKLER HEAD BATHROOM O RESIDENTIAL SIDEWALL SPRINKLER HEAD DESCRIPTION LOCATION SK ASSORTED REMARKS WC LAV BT/SH FD PUMP SCHEDULE ® EXTENDED COVERAGE SIDEWALL SPRINKLER HEAD TYPICAL APARTMENT TYPICAL WC-A LAV-A_ BT-A - SK-A A VERTICAL SIDEWALL SPRINKLER HEADHEAD FT MOTOR N BACK TO BACK AW/ SHOWER ATTIC SPRINKLER HEAD APARTMENT, ADA WC-B LAV-13SH-A FD-A SK-B - N0. LOCATION SERVICE GPM WATER HP VOLTAGE PHASE RPM TYPE DESIGN MAKE title O SINGLE DIRECTIONAL ATTIC SPRINKLER HEAD COMMUNITY RM - - - - SK-C - BP-1 CB DOMESTIC 250 130 15 208 3 - ELEC GRUNDFOS MPC-E 2CR45-2 SCHEDULES e HIP ATTIC SPRINKLER HEAD LAUNDRY RM - - - FD-A SK-D WMF FP-1 PUMP HOUSE FIRE 1500 140 86 200 3 1760 DIESEL ARMSTRONG HSC-8x6x15NF-8 —�— 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 - - - - - - - - - - - --4— PRESSURE REDUCING VALVE JANITOR'S CLOSET - - - - - MB-A RELIEF VALVE & NOTES �-- BACKFLOW PREVENTER (BFP) PLUMBING SHUT-OFF VALVE WITH TAMPER SWITCH (TS) SHOCK ABSORBER SCHEDULE FLOW SWITCH (FS) GFIXTURE CONNECTION SCHEDULE - COMMUNITY BLDG FIXTURE AND EQUIPMENT CONNECTION SCHEDULE PRESSURE SWITCH (PS) NO FIXTURE UNIT SIZE IN PDI SYMBOL COLD HOT WASTE OR4G drawn by: NAJ Qo DRY PRE-ACTION ALARM VALVE RATING INCHES DESIGNATION DESCRIPTION WATER WATER SANITARY VENT REMARKS DESIGNATION DESCRIPTION COLD HOT WASTE OR VENT REMARKS ® ALARM CHECK VALVE WITH TRIM (ACV) SA-A 1 - 11 1/2" A WATER WATER SANITARY y: NAJ SK SINK 1/2" 1/2" 2" 1 1/2" checked b FIRE DEPARTMENT VALVE (FDV) SA-13 12 - 32 3/4" B LAV LAVATORY 1/2" 1/2" 1 1/2" 11/2" A SINK 1/2" 1/2" 2" 1 1/2" POST INDICATOR VALVE (PIV) SA-C 33 - 60 1" C LAV LAVATORY - WET VENT 1/2" 1/2" 2" 11/2" LAV LAVATORY 1/2" 1/2" 11/2" 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" 1 1/2" EWC ELEC. WTR. COOLER - 1/2" 1 1/2" 1 1/2" WC WATER CLOSET - 1/2" 3" 2" project number: 10002 V FIRE DEPARTMENT CONNECTION (FDC) SA-E 114 - 154 1 1/2" E WMF WASH. MACH. FITTING 1/2" 1/2" 2" 1 1 1/2" BT BATHTUB 1/2" 1/2" 11/211 1 1/2" scaled inch 'c' FIRE PUMP TEST HEADER SA-F 155 - 330 2" F MB MOP BASIN 3/4" 3/4" 1 3" 1 11/2" t INSPECTOR'S TEST CONNECTION (ITC) SHR SHOWER 1/2" 1/2" 2" 1 1/2" sheet number ltFIRE HYDRANT (FH) NOTES= ® FIRE HOSE CABINET -SIZES SHOWN ARE MINIMUMS. SIZES ON PLANS MAY BE LARGER. NOTES: © FIRE VALVE CABINET -SIZES SHOWN ARE MINIMUMS. SIZES ON PLANS MAY BE LARGER. BUILDING D ® FIRE EXTINGUISHER 1� 2 + 4i + + + + g H • ENGiNEERiNG np! Mechanical/Electrical Engineering Consultants WE Project#170412 "" Rochester I Buffalo I Syracuse I Schenectady 150 N.CHESTNUT ST. 585.288.5590 4 143cv ik)'' '�� ;, ROCHESTER NY 14604 www.meengineenng.com BEATTY HARVEY COCO ARCHITECTS , LLP Z' NEW YORK I MARYLAND ti �n p, 1300 Walt Whitman Road, New York, 11747 �— +A p:(631)300-1010 owner/developer BLDG. 1 (TYPE C) 1000 University Avenue fr Realty Rochester, NY 14607 585.324-0500 s . civil engineer LKMA 437&405 South Country Road Brookhaven,NY 11719 631.286.8668 NDBANKED m.e.p. &f.p. PARKING B WE Engineering, P.E. 150 North Chestnut Street ° Rochester, NY 14604 585.288.5590 0 0 structural engineer TDM Consulting Engineering 550 North County Road,Suite Saint James, NY 11780 1 , s •; 631.686.5234 BLDG.2 ® (TYPE B) key X TRUE NORTH I ❑ V3 D \ I F D_0 a ib ° ° o O\o 1, °O0°ip project Q� VINEYARD VIEW 1g BLDG.3 ' � (TYPE B) D VILLAGE BLDG.4 + County Road 48 SQUARE (TYPE A) Greenport, NY 11944 s seal BLDG.6 •' (TYPE D) OF N .ynA U �sF 069'1c�3 ✓, F - 1 '%F-F_SS\��'� E _ o o I E issued date description � o D _COMMUNITY L ANK � P 1 03/14/19 Issued for Construction CENTER& LEASING_ OFFICE g BLDG. 7 P — 1 0 (TYPE D) s Fk s .1 BLDG. 5 \ (TYPE A) tt F 0 0 title FIRE & BOOSTER PUMP PLAN G drawn by: NA-1 checked by: NAJ scale: - project number: 10002 PUMP SCHEDULE scaled inch HEAD FT MOTOR sheet number N0. LOCATION SERVICE GPM WATER HP VOLTAGE PHASE RPM TYPE DESIGN MAKE BP-1 CB DOMESTIC 250 130 15 208 3 - ELEC GRUNDFOS MPC-E 2CR45-2 BUILDING D FP-1 PUMP HOUSE FIRE 1500 140 86 200 3 1760 DIESEL ARMSTRONG HSC-8x6x15NF-8 RCP-1 - DHW RECIRC 2 12 1/25 120 1 - INLINE GRUNDFOS UP15-18 B5 -I _ I _ 4 3T + + +8 9 H P -0 . 02 5t_ - 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 wwwrneengineering.com BEATTY HARVEY COCO A RC H I T E C T S , LLP NEW YORK I MARYLAND O GENERAL NOTES. 1300 Walt Whitman Road, New York, 11747 p:(631)300-1010 A. COORDINATE ALL SANITARY / DOMESTIC WATER owner/developer /FIRE PROTECTION AND NATURAL GAS Conifer Realty CONNECTION WITH SITE PLAN. 1000 University Avenue Suite 500 PLUMBING SCOPE TO END 5'-0" Rochester, NY 14607 OUTSIDE THE BUILDING 585.324-0500 DRAWING NOTES. civil engineer LKMA 01 3" SAN STACK UP TO SECOND FLOOR 437&405 South Country 02 8 oad 3" SAN UP TO WC Brookhaven, NY 11719 03 3" PTRAP UP TO FD 631.286.8668 ® 2" SAN STACK UP TO SECOND FLOOR m.e.p. &f.p. M/E Engineering, P.E. 05 2" SAN UP TO SKI g 150 North Chestnut Street 4 Rochester, NY 14604 © 2" P-TRAP UP TO SH / FD 585.288.5590 ( ) 1 �/2 P-TRAP UP TO BT structural engineer ® 1 �/2" WET VENT UP TO LAV TDM Consulting Engineering 0 550 North County Road,Suit 2" VENT UP e E 9 Saint James, NY 11780 �/ 10 WATER SERIVCE UP TO METER 631.686.5234 11 'T I ® 11 FIRE SERVICE UP TO BACKFLOW DEIVCE / METER ® 10 12 2" NATURAL GAS MAIN UP key ® 13 UP TO WPCO. I I 211 I 1 TRUE C 1@1 NORTH I I 1 ® 3 9 1 7 8 8 8 8 OE OC 2 project 2 0 1 VINEYARD VIEW s 1 F1 1 Eta C 211 21 O DF E 11 O tl 211 D E 2 2 13 C B County Road 48 11 ' 11 B O O O B 3 B 2 E O Greenport, NY 11944 21, {f} 4 O OC � seal F E4/ OC E OC OC F1 211 �P� Y O 0 _ 21 � O OE 11 —SAN 211 SAN 411 5 21SAN ss SAN N sF 00.7Y�3 GJ 1 II ' O 4 2 311 4 4 12 A 0 A<<oFES , ENJA O A 0 0 A E issued date description 5 1 03/14/19 Issued for Construction 211 O ' O O `�, OC O l�J O 4" II .1se-N O IT 04 4" O OC title O OC ® ® BUILDING D O O UNDERGROUND $$ D D D $$ FLOOR PLAN D 35p PLUMBING drawn by: NAJ checked by: NAJ ® ® ® scale: AS NOTED project number: 10002 scaled inch 1 UNDERGROUND FLOOR PLAN -PLUMBING sheet number P-1.00 SCALE: 114"=V-0" BUILDING D 1– + + + T O + g� 9 H • + + ENGiNEERiNG -EbD3) Mechanical/Electrical Engineering Consultants M/E Project#170412 Rochester I Buffalo I Syracuse I Schenectady 150 N.CHESTNUT 5T. 585.288.5590 4.0 0 l �*,A'0 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 p:(631)300-1010 owner/developer Conifer Realty 1000 University Avenue Suite 500 Rochester, NY 14607 585.324-0500 civil engineer 7 LKMA 437&405 South Country Road Brookhaven,NY 11719 631.286.8668 m.e.p. &f.p. M/E Engineering, P.E. Rochester, NY 14604 150 North Chestnut Stree 7 D 3 585.288.5590 P 2 0 0 P 5 0 3 P 2 0 0 structural engineer TDM Consulting Engineerin? 550 North County Road,Suite Saint James, NY 11780 631.686.5234 ® WH key ® ` 09E TRUE NORTH 11 P200 I 1 I P200 1 J i:0 L1 II ® Ha 8 $ //"Y\ r //V 3 GENERAL NOTES: loll ' OE OC A. REFER TO RISER DIAGRAMS ON P-200 FOR WASTE PIPING. project LA — —'-- C 1 B. COORDINATE ALL N MECHANICAL ROOMS ECTIONS TO THE WATER HEATERS VINEYARD VIEW O r 1 F1 I i /I I I C o �- C B County Road 48 B 5 —_—" _—" °E 7 B O E B %4" 1 Greenport, NY 11944 '0 ° � I DRAWING NOTES: seal �4 3 ° 5 —(6). ( 1) 3" SAN STACK AND 2" VENT UP. F E�y O 0 8 C v� F1 O2 2" SAN STACK AND 2" VENT UP. OAN� O ° 3 1 %2" VENT UP. WH 1 ® 2" NATURAL GAS MAIN UP. O C 9 5 %4" COLD WATER SUPPLY DOWN TO WALL HYDRANT. 69-1�� < �♦ © 3/4" COLD WATER SUPPLY DOWN TO WATER HEATER. �"ROFESSO""' A 03 n O7 %4" COLD WATER SUPPLY UP TO WATER HEATER. E I °A F7---- 0 0 -------A C 10 O _ 8 3/4" NATURAL GAS DOWN TO WATER HEATER. E issued date description - 4 L� I i � 2 ----- — —_ 3 O 2" P TRAP UP TO FLOOR DRAIN. 1 03/14/19 Issued for Construction G 10 REFER TO DETAIL 2/P500 FOR NATURAL GAS METER INSTALLATION —0--J C C C O OC O O 3 — -- -- - - -- --- -- - 3 �- IT 604 4i 5 title O ® BUILDING D S$ ° FIRST FLOOR PLAN OC D 5D D $$ PLUMBING FDC W D D G _ - drawn by: NAJ checked by: NAJ ® 6 ® 5 8 ® 9 ® scale: AS NOTED P200 P200 P200 P200 project number: 10002 scaled inch � FIRST FLOOR PLAN PLUMBING sheet number SCALE: 114"=1'-0" BUILDING D 31 + + + + 9 H 1 • I- + �- ENGiNEERiNG D Mechanical/Electrical Engineering Consultants M/E Project#170412 Rochester I Buffalo I Syracuse I Schenectady 150 N.CHESTNUT ST. 585.288.5590 ROCHESTER,NY 14604 www.meeMineeNrkg.com It BEATTY HARVEY COCO A RIC H I T E C T S , LLP AF 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. M/E Engineering, P.E. D I g 150 North ChestnutStreet Rochester, NY 14604 P200 P503 P200 585.288.5590 structural engineer TDM Consulting Engineering 550 Norfh County Road,Suite Saint James,NY 11780 631.686.5234 ® ® key ® I ' ® TRUE OV NORTH 4 P200 + P200 ® - GENERAL NOTES: ° ® I 2 A. NATURAL GAS PIPING ROUTED IN THE ATTIC SPACE. l^ ' ® 1 B. REFER TO RISER DIAGRAMS ON P-200 FOR WASTE PIPING. ° Go 11 ' $ >711 J 11 _____ L$ I $ C. COORDINATE ALL CONNECTIONS TO THE WATER HEATERS project 1 C - IN MECHANICAL ROOMS. ° VINEYARD VIEW D. DOMESTIC WATER PIPING SHALL NOT BE ROUTED IN THE ATTIC SPACE. _—_ E E. WATER HEATER INTAKE AND EXHAUST VENTS SHALL —8----- — ------� I BE ROUTE THRU THE ROOF. 5 3 0 I , B + B —•-- _-- B rr i B 0 3 County Road 48 o s i Greenport, NY 11944 DRAWING NOTES: seal o� E Y I 3j �� I O1 2" VENT DOWN F, A O ----- I --------- 2� 1 %2" VENT DN ti 4 + �f- F1 --- '�-------------- — — =--------�- 2 4" VENT THRU THE ROOF II o�I ,L, 6 I I ® 2" NATURAL GAS MAIN DOWN. ' -CrYC O� I 7 C 211— �� 3 `✓> 1 1 .6,9- O O O5 3/4 COLD WATER SUPPLY DOWN Fo y, 069 2..-4 _J B I 1 © 3/4" COLD WATER SUPPLY TO WATER HEATER. A O 3 ' lull O7 3/4" NATURAL GAS DOWN TO 1ST AND 2ND FLOOR WATER HEATERs. E issued date description r -}- to Ir , 1„ 1 2„ C - -- — ---� 4 1 03/14/19 Issued for Construction ------ ----- 4 OC OC % ------------- -- ---------- OC OC ---- T Lk 0 D ( I 11 ------- OE title ® BUILDING D SECOND FLOOR PLAN PLUMBING G drawn by: NAJ (� checked by: NAJ 5 � P 2 0 0 P 2 0 0 P 2 0 0 scale: AS NOTEDproject number: 10002 SECOND FLOOR PLAN -PLUMBING1111 scaled inch sheet number P-1.02) SCALE: 114"=1'-0" BUILDING D �+ + 3� + --F H - ENGiNEERiNG Mechanical/Electrical Engineering Consultants M/E Project#170412 ®r) Rochester I Buffalo I Syracuse I Schenectady 150 N.CHESTNUT ST. 585.2885590 {. (�'��' i 1'- ROCHESTER NY 14604 www.meengineeNng.com t BEATTY HARVEY COCO A R C H I T E C T S , L L P NEW YORK I MARYLAND q 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. WE 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 TRUE NORTH 4C w GENERAL NOTES: 0 A. LOCATE ROOF PENETRATION OUT OF SITE FROM THE FRONT OF THE BUILDING. ° DRAWING NOTES: project O1 4" VENT THRU THE ROOF VINEYARD VIEW O 3" WATER HEATER INTAKE THRU THE ROOF DDII O 3" WATER HEATER EXHAUST THRU THE ROOF County Road 48 Greenport, NY 11944 seal pF N by r�p 059`7 OPESSIOC�P issued date description 1 03/14/19 Issued for Construction Fk IF title BUILDING D ROOF PLAN PLUMBING —I drawn by: NAJ checked by: NAJ scale: AS NOTED project number: 10002 scaled inch ROOF PLAN -PLUMBING sheet number P-1.03 SCALE: 114"=1'-0" BUILDING D +6 + P - 1 . 1 2 3 4 51 61 71 81 9 1 ENGNEERNG Mechanical/Electrical Engineering Consultants M/E Project#170412 Rochester Buffalo I Syracuse I Schenectady 150 N.CHESTNUT ST. 585.288.5590 ROCHESTER NY 14604 www.meengine ing.com T"* 4" VENT THRU ROOF 4" VENT THRU ROOF 4" VENT THRU ROOF BEATTY HARVEY COCO PAINT EXPOSED VENT & ARC H I T E C T S , LLP i FLASHING, COLOR AS PAINT EXPOSED VENT & PAINT EXPOSED VENT & NEW YORK I MARYLAND SELECTED BY ARCHITECTa � ATTIC �/– J FLASHING, COLOR AS FLASHING, COLOR AS SELECTED BY ARCHITECT 1300 wart Whitman Road, New York, 11747 17 — ATTIC ATTIC JI� II SELECTED BY ARCHITECT I ATTIC A p:(631)300-1010 IT-311 owner/developer 11 3 I Conifer Realty 1000 University Avenue Suite 500 Rochester, NY 14607 I 11/ 1 � 1 – – 5 I --7-------- ------ ------- -------- 2 civil engineer–1– / 311 1 1 I/2I 1 I I I I I 1 1 I I 1 1 /z I 1 /2 4 I 3 - 1 Y21f-+ I I LKMA 1 1 I I ••� GAS I 11 I 11 311 I II I 11 �I I LLAV-1 1 �z11 WATER I 11 I I I I I l HEATER 1 /z -AV 1 I I LACI 1 I 11 z i I 437&405 1 I I 1 /2 ¢I I L LAV 1 /z South Country Road I I 11 WC LAV TUB/SHR SK I 1 �� I I �t I Brookhaven,NY 11719 /2 I 11 I I I I 631.286.8668 APARTMENT /2 I I I/211 I I I II 2" WC ISOLATION I I I �� I 2 B I Y2" 11` 11/211 B/ VALVE nll w� i WC nll I I ..v 211 L WC 2 L m.e.p. &f.p. I 1 I I 1%2" M/E Engineering, P.E. 3" _ 2nd FLR 411 2ND FLR 2nd FLR ` 1/211 �I Y2" 11 I �2" I /2 Bi 1 B 2nd FLR /E North Chestnut Street LIU, I -_ i 3 3" 1 2nd FLR I 311 /2 IL -__-Ji B 9 ` • t I I II Y2" �2" %z" —• I I I I Rochester, NY 14604 /2 I �4„ L cW MAIN ( I - i I 585.288.5590 /211 /z I 211 APARTMENT I I structural engineer -------------- -- - -------- _ • ISOLATION -- - - -- ------ I-------------- - - -- I -------------- -- -� VALVE I I TDM Consulting Engineering I •• I 11 •• T• -- -i 550 North County Road,Suite 1 Y211A r -- , SH ADA /2 �2" I I I I I I r I I Saint James, NY 11780 1 211 Y2" 1 - 1 j 1 I/2 1 Y211 j i-- 1 Y2"j 1 -- I I 631.686.5234 �2" I L — I I I 11 WATER 1 /2 GAS I I 1 1 /2 /2 I I I 1 �2" �2" ( 1 1 I 1 1 11 Z I n � I /2 I n I 1 n I n � �2" �2" I/z" HEATER I - I I I ,1 7a I 11 I L Z I IJY2'. I 11II /Z /Z I I I 11 �i�11 ; L I1 2T /2 i I 311 I ; /2 'I cn G I /2 key We Il b , i b we we b i 3 we b CO 2 LAV I WC LAV TUB/SHR SK 2 11 TRUE -3" ED I 211 1st FLR 1�2" , LAV �� WPCO 211 LAV , 11/211 WPCO 2 LAV 11 11 11 B NORTH C 1ST FLR 1st FLR ` I 11 11 I i —� 3 � 3 __� 1st FLR � 311 I _�� 1st FLR GENERAL NOTES: GENERAL NOTES: GENERAL NOTES: GENERAL NOTES: " 7 17� 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 COMMENDATIONS. project BATHROOM ADA 2 WATER RISER DIAGRAM - TYP 3 BATHROOMS SIDE BY SIDE 4 BATHROOMS SINGLE VINEYARD VIEW P200 SCALE: NONE: P200 P200 SCALE: NONE SCALE: NONE D] SCALE NONE P200 D County Road 48 Greenport, NY 11944 seal �F N D4 ATTIC ATTIC G ATTIC G ATTIC ATTIC �P �P� r LJ V NT MAINEXTENVEN� EXTEND TO EXTEND WATER HEATER I BATHRO M EXTEND TO 2 o H s MAIN VENT INTAKE AND EXHAUST 1 11 EXTEND WATER HEATER T 1st LR s� g /2 GAS INTAKE AND EXHAUST %2" GAS I I VENTS ACK MAIN VENT Ado[5��e` ✓ I -------- TO THE ROOF � � 1" TO THE ROOF I I 1 r ______-- I 3/ 74" 211 issued date description I 11 E ; 2 �j`"2" HTR 1 HTR E I SK I 1 03/14/19 Issued for Construction ,�z" I�� SK 11 I ,� 40 GAL. i 40 GAL.--�-IJ L-I I /2�-IJ I I I I I I I 4 CONDENSATE _ _ I CONDENSATE 4NEUTRALIZER I NEUTRALIZER I /2" I �2" 2nd FLR Y211 I 2nd FLR �I I T-IQ�I I 2nd FLR I 2nd FLR 2nd FLR AIR CAP-----LD I I 411 �----�1 I/2" VENT 211 1 EXTEND WATER HEATER TO 1st FLR INTAKE AND EXHAUST I I I BATHROOM ' 1 TO THE ROOF I 1 I VENT STACK 11/2" Y2" Q I i ( ( /411 /211 I (nI F 1/211 I I/2" 1411 HTR I F 1211 r, SK 11/2 I, 1 40 GAL. SK I I--41 J L--1 -IJ I I I SK 311 6� To--� WPCO 311 1st FLR WPCO I title WPCO 2" 3" 1st FLR ��I 1 1st FLR 1st FLR WPCO 11 1st FLR RISER DIAGRAM 211 — _ — _ _ _ _ �I'C`I�I'C`I��I I I'1`I�I'C`I�IL'-`I 1-111 11 AIR GAP FD 11-1 I I:�I�I 1-1 11-1 I . .III-1 I — 2 211 2If 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. G UNLESS OTHERWISE REQUIRED BY EQUIPMENT MFR. UNLESS OTHERWISE REQUIRED BY EQUIPMENT MFR. B. ROUTE ALL PIPING TO ALLOW REMOVAL OF EQUIPMENT OR B. ROUTE ALL PIPING TO ALLOW REMOVAL OF EQUIPMENT OR G drawn by: NAJ PROVIDE UNIONS IN PIPING TO ALLOW REMOVAL OF PROVIDE UNIONS IN PIPING TO ALLOW REMOVAL OF EQUIPMENT WITHOUT CUTTING PIPING. EQUIPIAENT WITHOUT CUTTING PIPING. checked by: XXX C. PROVIDE AIR GAP BETWEEN CONDENSATE PIPING AND C. PROVIDE AIR GAP BETWEEN CONDENSATE PIPING AND scale: FLOOR DRAIN. FLOOF DRAIN. project number: 10002 scaled inch sheet number 5 SINK SIDE BY SIDE s SINK TWO STORY MECH ROOM MECH ROOM s SINK - ONE STORY 10 - P200 SCALE NONE P200 SCALE NONE (ip SCALE NONE (P�2iO0 SCALE= NOME P200 SCALE: NONE P200 SCALE NONE BUILDING D F j ENGiNEERiNG Mechanical/Electrical Engineering Consultants WE Project#170412 DD �xj Rochester I Buffalo I Syracuse I Schenectady 150 N. w. CHESTNUT ST. 585.288.5590 ACCESS PANEL ROCHESTER,NY 14604 wwmeengineering.com I NOTES : MIN. 3' CLEARANCE, DOOR SIZE NO. OF 1. SIZES BASED ON ACUDOR MODEL AS-9000 SEE NOTE C t� T— CAMS ( BEATTY HARVEY COCO VARIES 12x 12 1 2. ADD 2 INCHES TO DOOR SIZE FOR A R C H I T E C T S , L L P \ , OUTSIDE DIMENSIONS OF FLANGES 18 X 18 1 ❑°°°°°°❑ NEW YORK I MARYLAND I 24 X 24 1 000'000 1300 Wait Whitman Road, New York, 11747 BOLLARD 4'-0" MAX. 24 x 36 1 1A p:(631)300-1010 P L AN� VIEW � owner/developer CP VENT, RISE Conifer Realty M I CONCEALED 1000 University Avenue Suite 500 PLAN MIN. 3' CLEAR RADIUS, IN WALL/CHASE. Rochester,NY 14607 SEE NOTE C ____ � 585.324-0500 BOLLARD �� \\\\� I civil engineer PRESSURE REG. I FLOOR DRAIN 437&n405 TOP OF STRAINER FLUSH South Count Road 0 1i WALL PENETRATION i I I BLOCKING BETWEEN STUDS / JOISTS Country MAIN VALVE i i I I FOR SUPPORT ON ALL SIDES OF PANEL I w/ FINISHED FLOOR Brookhaven, NY 11719 I I TRAP PRIMER I 631.286.8668 GAS METER i ANCHOR MOUNTING TRIM ON ALL CONN. OPTION FINISHED FLOOR FOUR SIDES TO STUD, JOIST OR BLOCKING m.e.p. &t.p. 150 North Chestnu Street c� I i SET FLANGE IN BEAD OF CAULK AND SEAL TO - :D : D B WE Engineering, P.E. FINISHED SURFACE AIRTIGHT D D ; • D ; D ; • D ; D ; D D D, ; ELEVATION I � I • D• ' • °• ' �c Rochester, NY 14604 585.288.5590 I I DETAIL NOTES: I SCREWDRIVER OPERATED CAMLOCK structural engineer TDM Consulting Engineering A. P.C. SHALL COORDINATE WALL PENETRATIONS WITH THE GAS PROVIDER. i i 550 North County Road,Suite B. P.C. TO PAINT ALL EXPOSED UTILITY AND P.C. INSTALLED PIPING, METER AND I I 18 GA. STEEL DOOR & FRAME, WHITE ENAMEL CONDENSATE Saint James, NY 11780 r_-_-__------ I PRIME COAT W/ CONCEALED HINGE & INDIRECT WASTE 631.686.5234 REGULATOR. COLOR TO BE SELECTED BY ARCHITECT. I I CONNECTION I I I CLOSED CELL GASKET C. EXTEND PRESSURE REGULATOR VENT TO SAFE LOCATION WHERE OUTLET IS; I i STUD OR I SANITARY PIPING, LESS THAN 18" ABOVE GRADE, WITHIN 3'-0" OF SPARK SOURCE OR OPENING JOIST , I SIZE PER PLANS INTO BLDG., LESS THAN 10' FROM A TRANSFORMER OR 15'-0" FROM POWERED AIR INTAKE. key ,�}� ELEVATION 1�! D. BOLLARD DETAIL NOTES: NORTH - PROVIDE BOLLARDS FOR ALL METERS ADJACENT TO DRIVEWAYS. 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 E. WALL PENETRATIONS B. PROVIDE BLOCKING WHERE THERE IS NO STRUCTURAL MEMBER TO ANCHOR OPTIONS - FUNNEL, TRAP PRIMER CONNECTION ° - NON-MASONRY WALL: PROVIDE COATING OR WRAP ON PIPING AT WALL INTERIOR MOUNTING FRAME. C. SEE ARCHITECTURAL PLANS FOR FLOOR FINISHES AND SLOPES ��■ PENETRATION TO PREVENT CORROSION AND SEAL TO WALL WATERTIGHT. C. LAT-H OPTIONS: CYLINDER LOCK, ALLEN HEAD OR SPANNER HEAD LATCH O - MASONRY WALLS: PROVIDE NON-CORROSIVE SLEEVE THRU WALL & MATERIAL OPTION: STAINLESS STEEL W/ SATIN FINISH D. DESIGN BASIS: J.R. SMITH *2005, 2010 OO 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 4 FLOOR DRAIN DETAIL - W/ INDIRECT WASTE ° 5.0 SCALE: NONE XXX 5 0 SCALE: NONE 5.0 5.0 SCALE: NONE FLANGED W/ GASKET SCALE: NONE project VINEYARD VIEW County Road 48 Greenport, NY 11944 seal OF VV P� �4- CW SOURCE Cl) f�BALL VALVE WTR HTR UNION __ �rFp A ��P�4✓ 0697 COPPER TUBING, TYPE L, E GAS SEE PLANS T&P RELIEF VALVE INSULATED 3/4" CONNECTION E issued date description FOR SIZES -+- 0 0 o ADJUSTABLE 0 0 0 %Z" PEX TUBING, WALL CLAMP 1 03/14/19 Issued for Construction SHUT-OFF VALVE, UNINSULATED FULL LINE SIZE MANIFGLD LOCATED IN UNIT, WITH ACCESS DOOR VACUUM BREAKER ADA WATER CLOSETS, VALVE KEY FLUSHING MECHANISM o DRAIN PAN F--—I11 � O SHALL BE AT WIDE SIDE I LAV i I I — — — — OF STALL OR ROOM `� EXTEND DRAIN TO FD I I FINISHED A L___� L FLOOR 1 K.SINK TOHIGHK EP SUPPLY ROUGH-IN WC I F LY ESCUTCHEON CLEAR ANCHOR FLANGE TO 4 OF MOLDING UNION PROVIDE TEE & FUNNEL FOR ii 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 MIN. 6" LONG, W/ CAP title DETAIL VOTE: WALL SECTION ELEVATION FIN. FLOOR 8" MIN. DETAIL NOTES: DETAILS A. PE:K 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. TNO HE CONNECTORSTERMINATION OR UNIONS SHALL BE INSTALLED BETWEEN THE MANIFOLD AND D. THIS DETAIL IS GENERIC. WATER HEATER MFRS. INSTRUCTIONS ARE TO E. CONNECTORS SHALL BE BRASS WITH A COPPER OR BRASS, CRIMPED CLAMP RING. DETAIL NOTES: BE FOLLOWED WHERE THEY DIFFER FROM THESE INSTRUCTIONS. SLP FIT, PUSH FIT AND ADJUSTABLE STRAP CLAMP TYPES ARE NOY ACCEPTABLE. A. KEYLESS FITTING SHOWN. PROVIDE KEYED OR KEYLESS PER SPECIFICATIONS. C E. STAND SHALL BE PROVIDED TO ELEVATE WATER HEATER A MINIMIUM OF F. SYSTEM SHALL BE PRESSURE TESTED TO 100 PSI FOR A MINIMUM OF 4 HOURS + drawn by: NAJ 18" AFF WHERE THE WATER HEATER IS LOCATED IN A GARAGE OR IN G. LABEL EACH MANIFOLD VALVE TO INDICATE FIXTURE SERVED B. SEE ARCHITECTURAL PLANS FOR WALL MATERIALS & THICKNESS. checked by: XXX A ROOM WITH A DOOR INTO A GARAGE. WALL HYDRANT CASING LENGTH TO MATCH WALL THICKNESS. C. PIPE SIZE PER PLANS scale: AS NOTED project number: 10002 5 WATER CLOSET INSTALLATION DETAIL s WATER HEATER PIPING DETAIL - RESIDENTIAL GAS PEX PIPING - HCR REQUIREMENTS8 WALL HYDRANT DETAIL - RECESSED scaled inch 5.0 SCALE: NONE 5.0 sheet number HIGH SUPPLY ROUGH SCALE: NONE TANK TYPE, APARTMENT 5 0 SCALE: NONE DBL BOWL W/ DISHWASHER 5.0 SCALE: ONE DBL BOWL W/ DISHWASHER BUILDING D F ENGI NEERiNG Mechanical/Electrical Engineering Consultants M/E Project#170412 Rochester I Buffalo I Syracuse I Schenectady 150 N.CHESTNUT ST. 585.288.5590 , � �► 9 ''J ROCHESTER NY 14604 www.meengineenng.com BEATTY HARVEY COCO ARC H I T E C T S , LLP NEW YORK I MARYLAND 1300 Wait Whitman Road, New York, 11747 A p:(631)300-1010 -� owner/developer Conifer Realty 1000 University Avenue Suite 500 Rochester, NY 14607 i/211 HW, CW 585.324-0500 SUPPLIES civil engineer i I 1%2" VENTi FAUCET 437&n405 1-4 SUPPLY ELBOW W/ South Country Road SINK VENTVACUUM BREAKER m VENT PROVIDE BLOCKING & 631.286.8668 DROP EAR BOW Brookhaven, NY 11 719 BLOCKING EL DROP-EAR ELBOW, TYPICAL SHOWER WAND ON COPPER RISER SUPPLY ELBOW W/ f VERTICAL SLIDE BAR m.e.p. &f.p. 150 No h Chestnut Street NI SINK W/ I I (PEX NOT ALLOWED) B Rochester, NY 14604 gg DRAIN OFFSET IooTO BACK, SHOWER WAND ON 585.288.5590 DISHWASHER Qo CUP STRAINER CONTROL VALVEVERTICAL SLIDE BAR CONTROL VALVE 1 %2" P-TRAPTUB SPOUT GRAB, BAstructural enBEDDING COMPOUND TDM Consulting EngineerinAROUND DRAIN TO 550 North County Road,Suite SUPPORT FIXTURE COPPER DROP PIPE Saint James, NY 11780 ANCHORED TO BLOCKING 631.686.5234 FIN. FLOOR (PEX NOT ALLOWED) KNEE SHIELD WASTE L� 1i/2" WASTE PERCOMPOUNDRAIN DSHOWEER MRD �/ CONNECTION i i (FOAM NOT ALLOWED) i HW SUPPLY i FIN. FLOOR i _ __ ___ key CONNECTION I TRUE DETAIL NOTES WASTE WASTE NORTH PATCH FLOOR AT DRAIN BEDDING COMPOUND A. PROVIDE AIR GAP KIT ON DISHWASHER DRAIN HOSE WHERE REQUIRED BY CODE TO MINIMIZE HOLE SIZE & PER BATHTUB MFR. C SECTION ELEVATION PATCH FLOOR AT DRAIN TO MINIMIZE (FOAM NOT ALLOWED) -}� -�- PROVIDE SUPPORT FOR HOLE SIZE & PROVIDE SUPPORT FOR B. SEE SPECIFICATIONS FOR FIXTURES, EQUIPMENT AND ACCESSORIES, BEDDING COMPOUND BEDDING COMPOUND I.E. FAUCET SPRAY, SINK BOWL QUANTITY, DISPOSER, DISHWASHER . . . 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: Oo FITTING ON FOOD DISPOSER. o DETAIL NOTES A. FITTING LOCATIONS TO BE PER ARCHITECTURAL DWGS. A. FITTING LOCATIONS TO BE PER ARCHITECTURAL DWGS. D. TWO BOWL SINKS SHALL BE INSTALLED USING END OUTLET CONTINUOUS WASTE I.E. SHOWER BAR W/ WAND, VALVE, SOAP DISH I.E. SHOWER ARM, VALVE, SPOUT PIPING AS SHOWN. DO NOT PROVIDE CENTER DRAIN OR BAFFLED WASTE PIPING. A. PROVIDE ESCUTCHEON AT EACH WALL PENETRATION. B. SEE SPECIFICATIONS FOR SHOWER ACCESSORIES B. SEE SPECIFICATIONS FOR BATHTUB ACCESSORIES C. SET SHOWER VALVE TEMPERATURE STOP FOR 120°F MAXIMUM. C. SET SHOWER VALVE TEMPERATURE STOP FOR 120° F MAXIMUM. project VINEYARD VIEW 1 KITCHEN SINK INSTALLATION DETAIL 2 SINK INSTALLATION DETAILS - ADA 3 SHOWER INSTALLATION DETAIL 4 BATHTUB INSTALLATION DETAIL - ADA D 5.0 SCALE: NONE XXXX 5 0 SCALE NONE 5 0 SCALE: NONE HAND WAND 5 O SCALE: NONE - p -}- County Road 48 Greenport, NY 11944 seal OF N W MOP HANGER Cl) tir °"iY�i t i L116 [E] SOA 06g7h'' BLOCKING f��PEss�0 IN WALL, TYP. SPOUT BRACE E issued date description ADA MIRROR, --- MOP BASIN FAUCET, OFFSET VENT PIPING ANGLED OFFSET VENT PIPING 1 03/14/19 Issued for Construction CENTER OVER FIXTURE WHERE REQUIRED WHERE REQUIRED TO AVOID RECESSED TO AVOID RECESSED MEDICINE CABINET MEDICINE CABINET 1i/2" VENT MIRROR CABINET i WMF BOX // I I HOSE & HOSE HOOK MIRROR S�JPPLY S6PI P W FAUCET W/ CABINET - _ POP-UP WASTE POP-UP STRAINER (APTS.) i i POP-UP STRAINER (APTS.) -- --- GRID STRAINER (PUBLIC) BOWL INTEGRAL GRID STRAINER (PUBLIC) I I BLOCKING RIM GUARD i TO COUNTERTOP ISTUDSEN II II = SEAL TO FLOOR AND WALL �— - 211— MOP BASIN AT ALL JOINTS F I I r I I I ( � II I 1 ADA REQ'D ACCESS, KEEP CLEAR OFFSET TAILPIECE 311 I i _-J� INSULATE WASTE & i i i i title -- SUPPLY PIPING FIN. FLOOR i FIN. FLOOR i i DETAILS 1 1 I I I ( � DETAIL NOTES: A. PROVIDE RIM GUARDS ON ALL EXPOSED MOP BASIN EDGES WASTE WASTE !I 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, 3/411 FITTING w/ HOSE HOOK DETAIL NOTES: FLOOR DRAIN IN BOTTOOW/ TRAP GUARD 2. MOP HANGER, 3' WIDE, S.S., w/ 3 RUBBER TOOL GRIPS DETAIL NOTES: A. PROVIDE ESCUTCHEON AT EACH WALL PENETRATION. FINISHED A. PROVIDE ESCUTCHEON AT EACH WALL PENETRATION. FLOOR drawn by: NAJ B. P-TRAP SHALL BE INSTALLED TIGHT TO WALL, AND PARALLEL TO WALL AS SHOWN. checked by: XXX C. COUNTER MOUNTED LAVATORY SHOWN. scale: 1/8"= 1'-0" PIPING IS SIMILAR FOR WALL MOUNTED LAVATORY. D. CONFIRM FAUCET DOES NOT BLOCK CABINET DOOR OPERATION. project number: 10002 NEW 7/26/13 LA-01 scaled inch 5 MOP BASIN DETAIL 6 LAVATORY DETAIL - STD. LAVATORY DETAIL - ADA (�& WASHING MACHINE DETAIL - PER HCR sheet number SCALE: NONE CONCEALED VALVE 5 0 SCALE: NONE POP-UP DRAIN 5.0SCALENONE OFFSET TAILPIECE SCALE NONE BUILDING D 11 + + 4� + + + g H P -5 . 01 + + + + zt- 11 ENGI NEERiNG Mechanical/Electrical Engineering Consultants ®) M , M/E Project#170412 ^*� Rochester I Buffalo I Syracuse I Schenectady IF OFFSET LENGTH 150 N.CHESTNUT ST. 585.288.5590 � i�p!t� iF 0. EXCEEDS 2'-0", ROCHESTER,NY 14604 www.meengineedng.com w �.3 '� aX PROVIDE PIPE HANGER BEATTY HARVEY COCO A R C H I T E C T S , L L P NEW YORK I MARYLAND AF 1300 Walt Whitman Road, New York, 11747 A p:(631)300-1010 JOIST FOR DECK/CLG. ABOVE owner/developer SPRINKLER Conifer Realty 1000 University Avenue Suite 500 FLOOR ABOVE CAULK WEATHERTIGHT BRANCH LINE Rochester, NY 14607 585.324-0500 SEAL PENETRATION PITCH SEAL PENETRATION civil engineer BRANCH LINE TEE DEFLEECTBOR BELOW ALL BE LKMA STRUCTURAL MEMBERS — — REDUCER 437&405 EXPOSED South Country Road PIPE SIZE VARIES Brookhaven,NY 11719 _ ____________ _ _____ _ UPRIGHT 631.286.8668 ATTIC m.e.p. &f.p. CEILING WE Engineering, P.E. -�- LENGTH OF SPRINKLER CONCEALED B 150 North Chestnut Street TEST VALVE IN IN HEATED SPACE TO Rochester, NY 14604 READILY ACCESSIBLE BE PER MANUFACTURER DRY HEAD - SEMI-RECESSED + LOCATION PLUG - FOR TESTING REMOVE `° PENDENTPENDENT PENDENT 585.288.5590 AND INSTALL TEMPORARY ESCUTCHEON CONNECTION CEILING ~ UNION DRYWALL qr structural engineer TDM Consulting Engineerin INSULATED WALL 550 North County Road,Suite 45° ELBOW Saint James, NY 11780 SMOOTH BORE CORROSION- 631.686.5234 - RESISTANT OUTLET GIVING CONDITIONED SPACE EXTERIOR / UNHEATED SPACE _ RECESSED FLOW EQUIVALENT TO ONE SIDEWALL SPRINKLER PENDENT key SIDEWALL SPRINKLER HEAD, W/ GUARD TRUE SPLASH BLOCK TYPICAL IN ALL ROOMS IMMEDIATELY BELOW ATTICS & o NORTH GENERAL NOTES: OTHER UNHEATED SPACES DETAIL NOTES: A. DRY SPRINKLER MUST THREAD INTO TEE PER MANUFACTURER. CAP END OF TEE IF NOT USED. • !317 A. TO MINIMIZE CONDENSATION OF WATER IN THE DROP TO THE TESTBINTERIOR FACE OF WALL SHALL BE SHEATHED/DRYWALLED. CONNECTION, PROVIDE A NIPPLE-UP OFF OF THE BRANCH LINE. B. OO B. C.INSPECTOR'S TEST CONNECTION SHALL BE LOCATED AT HYDRAULICALLY SPRINKLER HEAD DEFLECTOR SHALL BE INSTALLED; ° 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: EtXi A. WET SPRINKLERS AND PIPING SHALL NOT BE INSTALLED IN ATTICS & OTHER UNHEATED SPACES project 1 INSPECTOR'S TEST CONNECTION DETAIL (DRY SYSTEM 2 BALCONY / PATIO SPRINKLER DETAIL 3 SPRINKLER HEAD INSTALLATION DETAIL VINEYARD VIEW SCALE NONE 5.0 SCALE SCALE NONE D NONE 5.0 County Road 48 Greenport, NY 11944 seal E FIRE PROTECTION SYMBOL LIST ° AA/ SYMBOL DESCRIPTION Cl) FC FLUSHING CONNECTION �. 3r . i<! i IV FP FIRE PROTECTION SERVICE (FP) S SPRINKLER MAIN/BRANCH PIPING (S) CHECK VALVE GENERAL NOTES - FIRE PROTECTION: --� FLUSHING CONNECTION n�or�ss�o�'P MEMBER D SPRINKLER DRAIN PIPING (D) 2sFo 06973 STRUCTURAL STEEL A. THE DESIGN OF THE SPRINKLER SYSTEM IS PERFORMANCE • PENDENT SPRINKLER HEAD E BASED. WHERE SPRINKLER MAINS OR HEADS ARE SHOWN EXATLLRIOR THEY ARE SHOWN ONLY FOR ILLUSTRATION. cX DRY PENDENT SPRINKLER HEAD E issued date description • CONCEALED PENDENT SPRINKLER HEAD ° B. SLEEVE AND SEAL ALL WALL AND FLOOR PENETRATIONS. o UPRIGHT SPRINKLER HEAD 1 03/14/19 Issued for Construction o ; PROVIDE FIRE STOPPING FOR ALL PENETRATIONS. p SIDEWALL SPRINKLER HEAD p C. COORDINATE EXACT LOCATION OF ALL PIPING ROUTES, ADRY SIDEWALL SPRINKLER HEAD WALL SIGN AS REQUIRED EQUIPMENT AND DEVICES WITH OTHER TRADES. —�--- ,—WALL BY LOCAL AUTHORITY DRAIN VALVE ° D. COORDINATE ALL SHUTDOWNS WITH OWNER PRIOR SHUT-OFF VALVE WITH TAMPER SWITCH (TS) 4" GALVANIZED PIPE. TO CONSTRUCTION. REFER TO PLANS FLOW SWITCH (FS) � � , FOR CONTINUATION. E. PROVIDE FULL SPRINKLER COVERAGE FOR ALL SPACES PRESSURE SWITCH (PS) 1 FROM END OF . , ° INDICATED INCLUDING SHAFTS, ELECTRIC AND TELEPHONE Q DRY PRE-ACTION ALARM VALVE SEAL WALL PENETRATION CLOSETS, ELEVATOR SHAFTS, STAIRWAYS, OFFICES, ® ALARM CHECK VALVE WITH TRIM (ACV) BRANCH LINE ° WATER TIGHT, TYP. AND MECHANICAL ROOMS. �I FIRE DEPARTMENT VALVE (FDV) F. PROVIDE COMPLETE NFPA DRAWINGS AND CALCULATIONS. POST INDICATOR VALVE (PIV) PIPE SIZE VARIES • ; REFER TC PROJECT SPECIFICATIONS. WATER MOTOR GONG FIRE DEPARTMENT V FIRE DEPARTMENTCONNECTION (FDC) TEST VALVE • ° CONNECTION G. SPRINKLER, HEADS SHALL BE INSTALLED WITHIN CENTER FIRE PUMP TEST HEADER TILES. '� IN READILY � OF CEILING t ACCESSIBLE SMOOTH BORE CORROSION S TEST CONNECTION (ITC) INSPECTOR LOCATION RESISTANT OUTLET GIVING -- - -- --- ------ - ----- --36" ABOVE H. ALL PIPING SHALL BE ABOVE FINISHED CEILING UNLESS '�j FIRE HYDRANT (FH) FLOW EQUIVALENT TO ONE FINISHED GRADE NOTED OTHERWISE. SPRINKLER ° r-H-d FIRE HOSE CABINET x I. COORDINATE SPRINKLER HEAD LOCATIONS AND PIPING ® FIRE VALVE CABINET r < SPLASH BLOCK ' ' • ' WITH OTHER TRADES. REFER TO ARCHITECTURAL, ° ELECTRICAL, HVAC, STRUCTURALAND OTHER APPLICABLE title _ f-45 DEG ELBOW WITH PLANS. AUTOMATIC . • ESCUTCHEON. MATCH J. SPRINKLER SYSTEM SHALL BE INSTALLED IN COMPLIANCE DETAILS BALL DRIP � o , � FINISH OF FIRE LS DEPARTMENT CONN. WITH ALL APPLICABLE NFPA LATEST EDITIONS. REFERENCE SPRINKLER HEAD SCHEDULE DETAIL NOTE � . ' NFPA SECTIONS, BUT NOT LIMITED T0. FIRE PROTECTION A. NOT LESS THAN 4'-0" OF EXPOSED TEST PIPE IN WARM ROOM NFPA 13: STD. FOR INSTALLATION OF SPRINKLER SYSTEMS MOUNTING TEMP. FINISHED FLOOR ° NFPA 13R:STD. FOR SPRINKLER SYSTEMS, RESIDENTIAL LOCATION TYPE POSITION COLOR RATING � OCCUPANCY TO FOUR STORIES IN HEIGHT DEG. F BEYOND VALVE WHEN PIPE EXTENDS THRU WALL TO OUTSIDE ° , , CONCEALED PENDENT WHITE 155 FINISHED GRADE NFPA 24 STANDARD FOR THE INSTALLATION OF LOBBIESPUBLIC ROOMSCORRIDORS PRIVATE FIRE SERVICE MAINS TOP FLOOR CORR. WITH UNCONDITIONED SPACE ABOVE RECESSED SIDEWALL WHITE 155 ° NFPA 25 INSPECTION, TESTING AND MAINTENANCE OF WATER-BASED FIRE PROTECTIONS SYSTEMS TENANT STRG RM - PROVIDE GUARD RECESSED PENDENT WHITE 155 —III—III=III NFPA 72: NATIONAL FIRE ALARM CODE TENANT STRG RM w/ UNCOND. SPACE ABOVE - PROVIDE GUARD RECESSED SIDEWALL WHITE 155 NFPA 241:STD. FOR SAFEGUARDING CONSTR. OPERATIONS G • ° —� drawn by: NAJ ' o APARTMENTS K. PROVIDE SPRINKLER PROTECTION FOR EXTERIOR RECESSED SIDEWALL WHITE 155 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: 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 A. FIRE DEPARTMENT CONNECTION SHALL MATCH LOCAL AS PERMITTED BY WRITTEN AUTHORIZATION FROM THE EXPOSED UPRIGHT BRASS FIRE DEPARTMENT TYPE, THREAD AND SIZE. ARCHITECT AND STRUCTURAL ENGINEER. ATTIC - DRY PIPING sheet number 4 INSPECTOR'S TEST CONNECTION DETAIL (WET) 5 FIRE DEPARTMENT CONNECTION DETAIL 6 GENERAL NOTES, SYMBOLS LIST & SCHEDULES BUILDING D 5.0 H SCALE: NONE 5.0 SCALE NONE SCALE NONE 5.0 21 J1 4H 9 7 g e T z WATER SERVICE ROOM WATER SERVICE ROOM "' ' ENGiNEERiNG 10 10 Mechanical/Electrical Engineering Consultants M/E Project#170412 on Rochester I Buffalo I Syracuse I Schenectady + /� ��!. �` 150 K CHESTNUT T. 585.288.5590 11 11 ROCHESTER,NY 146M www.meenginee ng com - "*** °d *°" •F T"" "' 9 ® 9 D8 4 BEATTY HARVEY COCO �• 4 ��•� A R C H I T E CTS , L L P 8 3 NEW YORK I MARYLAND AHJ 3 8 � 8 � o of °o o' c A ILl1 O °E E ° °E ° •°s A• O° of O° °� °° of ° O° °, 6 6 1300 Walt Whitman Road, New York, 11747 ® p:(631)300-1010 F71 c o O° O° °E of oc °c O" :-. °, of , of i of " ® � owner/developer ° jf oc- c o 0 7 7 BACK WALL 1000 UniversityConifer Realty o o °` ° � o o BACK WALL RoAvenue chester, NY Suite 507 a° o � � o o � 2 1 2 1 14 585.324-0500 ❑ �� r7� civil engineer ° ❑ ° 1:1 ®® ®M ❑ A BUILDING A SERVICE ELEVATION D BUILDING D SERVICE ELEVATION LKMA ° ° ° 437&405 ®® ° ® o �o do ° a� 50 SCALE: i/2" - 1'-0" 50 SCALE: %2" - 1'-0" South Country Road ° Brookhaven,NY 11719 o o - o 0 631.286.8668 o n 0 0 0 0 � o ° 0 0 0 10 m.e.p. &f.p. M/E Engineering, P.E. 10 ,R 150 No h Chestnu Street 4 BUILDING A WATER SERIVCE LOCATION 4 BUILDING B WATER SERIVCE LOCATION -t= Rochester, NY 14604 0 585.288.5590 SCALE NONE50 SCALE NONE 11 11 structural engineer WATER SERVICE ROOM 9 9 TDM Consulting Engineering WATER SERVICE ROOM 5 5 550 North County Road,Suite Saint James, NY 11780 4 d' 4 '�•• 631.686.5234 3 3 0 0 0 ]13 •d.• .d,. 6Ll g 0 0 13 key=�13of H8 BACK WALL 7 Li BACK WALL U Li TRUE C 8 8 B 2 1 2 , o z NORTH ° o of ° °e [� o LJ ` °° °E of ° o dc LZE� ° °° E w_ - °c s °E °` B BUILDING B SERVICE ELEVATION c BUILDING C SERVICE ELEVATION ,� o° o o eye °° °° °° °` ° °° °E °E ° ° ° 0 50 SCALE= i/2" _ T-0" 50 SCALE: i/2" - T-0" o mono E DRAWING NOTES: ° ® o ®�® O 3" OS&Y VALVE W/ TAMPER SWITCH. project ❑ ❑ °` o ° 0 ° N °` N _ ° �2 2" os&Y VALVE VINEYARD VIEW �° 0 4" VERTICAL WATTS #757 DCDA w/ TAMPER SWITCHES - FINAL SIZE TO BE CALCULATED BY F.C. D13® ° o o BASED ON SPRINKLER SYSTEM REQUIREMENTS. o ® 0 0 0 0 o0 0 0 o 11/2" METER W/ STRAIGHT PIPE BEFORE AND AFTER PER MANUFACTURER. PROVIDE REDUCERS AT METER. 0 County Road 48 07 p O5 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. seal PROVIDE 1/4" SQ. STAINLESS STEEL HARDWARE CLOTH VERMIN SCREEN BEHIND TERMINAL VALVE. O� N ,\ 4 BUILDING D WATER SERVICE LOCATION. 4 BUILDING C WATER SERIVCANCHOR TO DRAIN PIPING.E LOCATION 0 EXPANSION TANK, ADJUST AIR CHARGE PER MFR. AFTER INSTALLATION. 0�j 0 SCALE NONE SCALE NONE ® DROP TO INSPECTOR'S TEST CONNECTION. SEE DETAIL ON 4/P502 , UJ 9� 2" PRV SET TO 55 PSI 10 CONTINUE TO SPRINKLER SYSTEM AND FDC 0 6 97 11 CONTINUE TO DOMESTIC WASTER SUPPLY ,ROFESS\01 E issued date description -� 1 03/14/19 Issued for Construction GENERAL NOTES: BFP SPRINKLER ALARM (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. LOCATE CHECK LOCAL REQu'IREMENTs "FIRE DEPT CONNECTION" VALVE WITHIN SIGN MUST ALSO STATE THE WATER METER BACKFLOW PREVENTER NOTES: RECOMMENDED SUPPLY ROOM PRESSURE FOR A. ALL CHANGES MADE TO THE INSTALLATION OF THE BFP SHALL BE SUBMITTED SPRINKLER OPERATION 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. F 5"x4" STORZ B. BACKFLOW PREVENTERS SHALL BE MOUNTED WITH CENTERLINES BETWEEN WITH VERIFY WITH LOCAL FIRE DEPT. REQUIRED I F FIRE DEPT CONN., REDUCE TO 30" MIN. AND 60" MAX. ABOVE FINISHED FLOOR -I- SIZE C. PROVIDE THESE CLEARANCES AT BFPs, 8" BEHIND, 30" IN FRONT, 12" ABOVE AND 18" BELOW RELIEF OUTLET OF DEVICES D. FIXED AIR GAP FITTINGS ARE NOT ACCEPTABLE FOR USE ON BACKFLOW C.L. 36"------ ---- - -- PREVENTERS WITH DRAIN LINES. PROVIDE FUNNEL DRAINS AND WASTE PIPING title ABOVE AS INDICATED. AIR GAP AT BACKFLOW PREVENTER SHALL BE AT LEAST FINISHED TWICE THE OUTLET OF THE DEVICE BUT NOT LESS THAN 1". GRADE AUTOMATIC E. PROVIDE PIPE STANDS WHERE SUPPORTING PIPING OFF OF THE FLOOR. WATER BALL DRIP SERVICE DETAILS F. PIPING ON THE INLET SIDE OF THE BACKFLOW PREVENTERS SHALL BE COPPER, SEAL WATERTIGHT BRASS OR CEMENT LINED DUCTILE IRON AND SHALL NOT USE VICTAULIC FITTINGS PLUMBING G. FLUSH PIPING PRIOR TO INSTALLATION OF BACKFLOW PREVENTERS H. BACKFLOW PREVENTERS PROVIDED UNDER THIS CONTRACT SHALL BE TESTED FINISHED FLOOR BY A CERTIFIED BACKFLOW PREVENTER TESTER REGISTERED BY THE NYS DOH. G • o . FINISHED GRADE a I. THE TESTER SHALL COMPLETE PART A OF FORM DOH-1013 FOR EACH BACKFLOW - drawn by: NAJ ; . a a ' 4 ' a ' 4 DEVICE AND SUBMIT THE FORM TO THE ENGINEER FOR COMPLETION OF PART B. J. HEAT & LIGHT ARE PROVIDED IN THE AREA OF THE BACKFLOW PREVENTERS checked by: NAJ II—III=III ' • ° � : K. IF A BACKFLOW PREVENTER MUST BE INSTALLED HIGHER THAN 5'-0" ABOVE THE scale: AS NOTED 4. FINISHED FLOOR PROVIDE A PLATFORM FOR ACCESS TO THE BFP. THE BFP GENERAL NOTES: III= SHALL BE BETWEEN 30" TO 60" ABOVE THE TOP OF THE PLATFORM. DO NOT project number: 10002 INSTALL BFPs HIGHER MORE THAN 60" AFF WITHOUT FIRST RECEIVING APPROVAL FROM THE OWNER AND ENGINEER. scaled inch A. SEE PARTIAL SITE PLAN, DWG. P504 FOR LOCATION OF FDCs ON L. WATTS SERIES #957 BACKFLOW PREVENTERS WHEN PROVIDED, ALSO PROVIDE sheet number APARTMENT BUILDINGS OPTIONAL SPLASHGUARD ON DRAIN OUTLET (i) FIRE DEPARTMENT CONNECTION DETAIL - - SERVICE ELEVATION - APT. BLDGS. BUILDING D SCALE: NONE 503 H SCALE NONE 50 SCALE i/2" - 1'-0" 1H tbi 7 8191 0