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HomeMy WebLinkAbout43992-Z F�-atir4 Town of Southold QIP &K, 10/6/2020 �& , P.O.Box 1179 C* 53095 Main Rd X41, Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41501 Date: 10/6/2020 THIS CERTIFIES that the building COMMERCIAL Location of Property: 62600 CR 48, Greenport SCTM#': 473889 See/Block/Lot: 40.-3-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/19/2019 pursuant to which Building Permit No. 43992 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#3 with first floor units 301, 302, 303, 304, 305, 306 (with covered entry)and second floor units 307, 308 (with deck), 309 (with deck)and 310 as applied for. The certificate is issued to Vineyard View Housing Dev Fund of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-18-0007 9/18/2020 ELECTRICAL CERTIFICATE NO. 43992 6/24/2020 PLUMBERS CERTIFICATION DATED s A0 d ignature 'FOTOWN OF SOUTHOLD /�c aye BUILDING DEPARTMENT - w a TOWN CLERK'S OFFICE o . s 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#: 43992 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 #3) 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 B LVing spector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy -New dwelling$50.00, Additions to dwelling $50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy -Residential $15.00, Commercial $15.00 Date. June 18, 2019 New Construction: X Old or Pre-existing Building: (check one) Location of Property: 62600 County Road 48, Building 3, Greenport, NY 11944 House No. Street Hamlet Owner or Owners of Property: Vineyard View Housing Development Fund Company, Inc Suffolk County Tax Map No 1000, Section 40 Block 03 Lot 01 Subdivision N/A Filed Map. N/A Lot: N/A Permit No. Date of Permit. Applicant: Vineyard View Housing Development Fund Company, Inc Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: X (check one) Fee Submitted: $ 60 T,A�,, Appli ant Signature CONSENT TO INSPECTION i 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. C� kt_� Dated: June 18, 2019 (Sgn?ea, re) Gwen 0 President (Print Name) (Signature) (Print Name) ix - � - a,'�:e.' `��' .C�..• t, .� �� c'�Ir�"". �y��, '..c�a`. - r,��•. `�.+.' -�s.^ �'� �' iJ�:"::'•:•"�'+'•r= , 4` ng k, rt•? t sss�_. . '` `" "moi=y � ;,'�=r•� �` a�� �_ £ atu -_ •��.�fi a. r �L e � r .x , t+ a o ti yr � " _ °P' .q ,49eo."^ a ,t � • _ �,E ,. - ," .svn. °. �' � .K °��'�' -, - i;���,^;�IC _..- ° - _ - _ •t,= y�` ;jr"`•'ter` 3° .. ' e a, .. ..� - .- f ° _' °t ,�..of i°•�� _ _ .,�.r't^Fi},�`" -10 ownry tok ( gAdd' z • '' � � Y � 1Gasj�°^ �4,t. �y_'„bar},I 1 � • - M j h "~ °'z �? m*. - .w a c� se � i , .. 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"�.- a�S`e _�.y� +3< 'e',�,ati��_ - ON Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 i sean.devlin(aD-town.southold.ny.us Southold,NY 11971-0959 mac` BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Vineyard View Hsing Dev Fnd Address: 62600 CR 48 Bldg 3 city:Greenport st: NY zip: 11944 Budding Permit#: 43992 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 Commerical X Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heaters 4 Duplec Recpt 332 Ceding Fixtures 166 Bath Exhaust Fan 12 Service 3 ph Hot Water Gas10 GFCI Recpt 26 Wall Fixtures Smoke Detectors 33 Main Panel 100X1 A/C Condenser 10 Single Recpt Recessed Fixtures CO2 Detectors . 10 Sub Panel A/C Blower 10 Range Recpt 10 Ceiling Fan 2 Combo Smoke/CO Transformer UC Lights Dryer RecptEmergency Fixture 12 Time Clocks Disconnect 400A Switches 146 4'LED Exit Fixtures Pump Other Equipment: Hood-10, Fridges-10, DW-10, Street Lights-4 Notes: 10 Apartments with A Common Area Mechanical Room Inspector Signature: �=l Date: June 24, 2020 S.Devlin-Cert Electrical Compliance Form ., %of so�ryo! o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. —1 d-9 3 -, oE. acd- Owner• (Please print) Plumber:-4o0,j()Q-(3+4G- (Please-f rint) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. c VnIers Signature) Sworn to before me this day of , 20 AO NINA A.GIORDANO � NOTARY PUBLIC,State of Nqw York ' Suffolk County,No.01G16048679 Term Expires Oct.2,20��- t 1 tcount ��+�, I Notary Public, y SOUTy�Io L ' L ?,b C016 V BA4f IOr V0e # TOWN OF SOUTHOLD BUILDING DEPT `ycourm,��` 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 [ EL'ECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: -�CLl-1it�l c C. DATE 2 Z ZC� INSPECTOR SOUlyolo m # # TOWN OF SOUTHOLD BUILDING DEPT: Nyco N�' 765.1802 I.N.SPEC ION [ ] FOUNDATION 1ST [ ] OUGH 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: �IMA 61\1 1 �w 0- DATE INSPECTOR 1 o�apFS0UTy0 ` V TOWN OF SOUTHOLD 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) NO ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: DATE rL INSPECTOR Tovml OF SOUTHOLD'SUILDING DEPT. s .' 765.1602 �►� X315 INSPECTION w� 3 Y37gq [ ] FOUNDATION 1ST [ ] ROUGH PLBG. v79 S [ ] FOUNDATION-2ND [ ] INSULATION/CAULKING � [ ] FRAMING/STRAPPING FINAL [ ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT OENETRATION [ ] ELECTRICAL (ROUGH) j ] ELECTRICAL (FINAL) j ] CODE VIOLATION [ ] PRE-C/O REMARKS: DATE ��_ INSPECTOR f *Of so TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION IST ] ROUGH PL13G. FOUNDATI ON-2ND ]JNSULATIOWCAULKING FRAMING/STRAPPING FINAL)VLf_4\)^lA_::t� FIREPLACEA CHIMNEY FIRE SAFETYINSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VI ATION PRE C/O MARKS: �tohlllo _o__ ji "Svc,-110 - -ilk IMARKS fvltl DotA- CotWU 4A__ DATE f)olz INSPECTOR v NATIONAL CERTIFIED TESTING LABORATORIES FAX(717)767-4100 FIVE LEIGH DRIVE • YORK (PENNSYLVANIA 17406 TELEPHONE 717)846-1200 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 AAMANVDMA/CSA 101/I.S.2/A440-11 Class LC-PG50: Size tested 967 x 1957 mm*(38 x 77 in*)-Type H AAMANVDMA/CSA 101/I.S.2/A440-08 AAMANVDMA/CSA 101/1 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/ftz) Canadian Air A2 Infiltration/Exfiltration2 Water Penetration Resistance 360 Pa(7.50 psf) Test Pressure2 Uniform Load Structural Test ±4320 Pa(90.23 psf) Pressure, Forced Entry Resistance2 ASTM F588-07/Grade 10-Pass Impact Missile Level, D Wind Zone, 3 Maximum Cyclic Load Test +2394 Pa(+50.0 psD Pressure, -2873 Pa +60.0 ps Reference the 967 x 1957 mm(38 x 77 in)product as described in this report 2 Reference test report NCTL-110-15653-1 dated 12/11/12 for 1221 x 2437 mm (48 x 96 in)gateway test results Test Completion Date: 11/21/12 Revision Date 12/17/12 Reference must be made to NCTL-110-15653-2 dated 12/11/12 for complete test specimen description and data. National Certified Testing Laboratories 1� DONALD R. KYLE, P.E. o O,ON; LE Laboratory Representative o._o125sG Professionals In The Science of Testing -P Gr`r 1 of 25 �hrss/oNAL $'o SUSTAINABLE COMFORT Code Testing Summary: Air Infiltration +Duct Leakage NYS ECCC Report Vineyard View Apartments Greenport, NY Testing Entity Sustainable Comfort, Inc. 1416 Main Street, Suite 301 Worcester, MA 01608 Project Information: Vineyard View County Road 418 Greenport, NY 1194141 Testing Summary Inspector: Greg Downing' RESNET Rater ID Number: 04120937 Inspection Dates: Multiple Inspection Dates Air Infiltration Testing Methodology Air infiltration testing has been conducted in accordance with Section R41O2.41.1.3 of the 2016 New York Energy Code Supplement.The testing target is 0.3 CFM5O/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 CFM5O for each apartment. The CFM5O is then converted into CFM5O/sf of enclosure area to demonstrate each unit falls below the 0.3 CFM5O/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 R41O3.3.3 of the 2015 IECC. Testing targets match requirements in Section R41O3,3.41, total leakage shall be less than or equal to _ LI 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 1 Greg Downing Certifying Provider(s) Sustainable Comfort, Inc. Sustainable Comfort 146 Main St 413.262.7390 Worcester, MA 01608 jmoriartyCgreenrater.corn Current Status: Active CLOSEWINDOW Submitted By: Greg Downing, Sustainable Comfort, Inc. ,i INSPECTION REPORT 2 r SUSTAINABLE COMFORT Table 1: Testing Results Building 1: TARGETS TESTING RESULTS TOTAL DUCT DUCT UNIT TOTAL DUCT DUCT LEAKAGE TO UNIT MODELSET UNIT LEAKAGETO LEAKAGE INFILTRATION LEAKAGE OUTSIDE INFILTRATION [CFM25] OUTSIDE 5] (M450] C -T F C C CSC C SSR C3 1stEnd 101 108 54 1237° 98, 21 ` ;='9 6 1BR_AS lstint 102 80 40 836 q6 = '* 13 776, 2BR B1 1stEnd 103 80 40 3.0081,- 773 IBR A3 lstint 104 80 40 836 4y 19__ X22 18R A3 lstint 105 80 40 8S6 54 ; ,,y17 11683 3138 C3 1stEnd 106 108 54 1257 900 ISR A2 2ndlnt 107 38 38 1004 `3E 18 2BR B2 2ndEnd 106 45 45 1101 42, �3 11 18R A2 2ndlnt 109 38 38 1004 ° ° 7 18R.Q22ndlnt 110 38 38 1004 36 19 943 Building 2: TARGETSTESTING RESULT'S DUCT TOTALOUCT DUCT UNIT TOTAL DUCT UNIT LEAKAGETO MODELSET UNIT LEAKAGETO LEAKAGE INFILTRATION LEAKAGE OUTSIDE INFILTRATION [CF1�25] OUTSIDE [CFM50] 4 g F ® [CFM25] F SBR-C3 1stEnd 201 108 54 1237 7 98 28R B3 lstint 202 80 40 940 ISR A3_lstlnt 203 80 40 836 18R A3 lstint 204 80 40 836 , 2SR 81_1stEnd 205 80 40 1008 929 33R C3 1stEnd 206 108 54 1237 28R 132 2ndEnd 207 45 45 1101 34 ,: 42 1648 IBR A2 2ndlnt 208 38 38 1004 31 - 14 967 18R A2 2ndlnt 209 38 38 1004 ,36. 14: 87�, 2BR B2 2ndEnd 210 45 451 11011" 2,33 -17 < i0s3 INSPECTION REPORT 3 SUSTAINABLE COMFORT Building 3: TARGETS TESTING RESULTS TOTAL DUCT DUCT UNIT TOTAL DUCT DUCT LEAKA ETD UNIT MODEL SET UNIT LEAKAGETO LEAKAGE INFILTRATION LEAKAGE OUTSIDE INFILTRATION [CFM25] OUTSIDE [CFM50] -T [-F H H1 E [CFM25][,: 38R 03 1stEnd 901 108 54 1237 28R 81 1stEnd 302 80 40 3008 1814 A3 lstlnt 303 80 40 838 18 A3 lstlnt 304 80 4o 836 F x,`' _ 'T 28R 81 1stEnd 305 80 40 1008 38R C3 1stEnd 306 108 54 1237 ;'1025. 2B14 82_2ndEnd 307 45 45 11012 :.x1 1BR_A2 2ndlnt 308 38 38 1004 1BRA2_2ndint 309 38 38 1004 ;s 3� ',. ;;r, _ . 4 ,.°727 2814 B2 2ndEndl 310 1 45 45 1101 F37- Building 4: TARGETS TESTING RESULTS TOTAL DUCT DUCT UNIT TOTAL DUCT DUCT LEAKA ETO UNIT MODELSET UNIT LEAKAGE TO LEAKAGE INFILTRATION LEAKAGE OUTSIDE INFILTRATION [CFM25] OUTSIDE (CFM50) C .T C C C [CFM25]C C 2BR Bl lstEnd 401 80 40 1008 -Y--, F`8a 313R C1 lstlnt 402 ill 55 1055 2BR-131,-1stEnd 409 80 40 100849 10, 38 2BR_B2_2ndEnd - 404 45 45 1101 2BR 82 2nd'End 405 45 45 Building 5: TARGETS TESTING RESULTS DUCT TOTAL DUCT DUCT UNIT TOTAL DUCT UNIT LEAKAGE TD MODEL SET UNIT LEAKAGE TO LEAKAGE INFILTRATION LEAKAGE INFILTRATION OUTSIDE OUTSIDE [CFI�925] (CFM5D) .T C 4 H E H 2BR 8131.st'End 501 80 40 10088 38R_01 lstlnt 502 56 56 1055 '77,11-117-7111,4T- _-,1 :` ;;- "i —� 2BR_B1istEnd 503 80 4o 1008 ` 2BR B2 2ndEnd 504 451 45 llol ,;k":`,,_ ,�38 : :; •.'.' "1y fi'�, �fi39' 2BR 82 2ndEndl 505 451 45 INSPECTION REPORT 4 SUSTAINABLE COMFORT Building 6: TARGETS TESTING RESULTS DUCT TOTAL DUCT DUCT UNIT TOTAL DUCT UNIT LEAKAGE TO MODELSET UNIT LEAKAGE TO LEAKAGE UNI LEAKAGE OUTSIDE INFILTRATION [CFM25] OUTSIDE UTSID (CFMSD) ® �7 C C C C C C 28R 81 1stEnd 601 $0 40 100$ " ",' 533 38R C1_1stint 602 56 56 1055 '� :F "' 11: `.r"'-.:�-6 920 3'BR 03 1stEnd 603 108 Sq 1237 28 ;`� 0, 3BR_C3 1stEnd 609 108 54 1237 28R 82 2ndEnd 605 415 45 11011, Building 7: - TARGETS TESTING RESULTS DUCT TOTALDUCT DUCT UNIT TOTAL DUCT UNIT LEAKAGE TO MODEL SET UNIT LEAKAGE TO LEAKAGE INFILTRATION LEAKAGE OUTSIDE INFILTRATION (CFM25) OUTSIDE (CFM50) C C C [ E [CFM25]C 3BR 03 1stEnd 701 108 5y 1237 a9s 3HRC1 lstint 702 56 56 1055 ,18 .21, To13 3B'R Cl lstint 703 56 56 1055 --,-51;, 26 - 3029 2BR83_1stEnd Toy 80 X10 100$ x:521 2BR 82_2ndEnd 705 451 45 1101 w INSPECTION REPORT 5 SUSTAINABLE COMFORT Photos .r. Building 1 - Typical Building Exterior R+_iilding 2 - Tvnic�l Building Exterior bi Typical Duct Leakage Test Setup ypical Leakage to Outside s Typical Mechanical Ventilation Test Typical Plantings 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 1776 (+/-4.1 ACH50 6.28 cfm/ft2(Floor Area) 1.0106 c� fm/ftp 2(Surface Area) 0.2778 Leakage Areas: 71.2 int(+/- 13.4 %)Canadian EgLA @ 10 Pa or 0.0255 int/ft2 Surface Area 35.5 int(+J-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--I--L-L-------------J--------L-----L----L--J -- 800 — O Depressurize ----------1--------L-----L---- ----- 600-----i - LJII -L1II -LII1 -AIIIL1LIII---------------IIII-------- ------------- �LII -----L 50 ----150 1 1 1 1 1 1 ----- - 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 Building 400 I I I I I I 1 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 ----+---+---�--+-+-+------ --------►---------------�-----1----I--- I 1 1 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 200 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 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 1004 5 6 7 8 9 10 20 30 40 50 60 70 Building Pressure (Pa) BUILDING LEAKAGE TEST Page 2 of 4 --")ate of Test:4/7/2020 Test File:Vineyard View-Unit 102 Building Information Volume(W) 7409 Surface Area: (ft2) 2790 Floor Area: (ft2) 767 Height(ft) 10 Year of Construction 2020 Equipment Information Type Manufacturer Model Serial Number Custom Calibration Date Fan Energy Conservatory Model 3 (110V) MBD,- 14741 4/28/2019 Micromanometer Energy Conservatory DG700 35904- 1 -700 4/28/2019 BUILDING LEAKAGE TEST Page 3 of 4 Date of Test:4/7/2020 Test File:Vineyard View-Unit 102 Depressurization Test: Environmental Data Indoor Temperature(°F) Outdoor Temperature(°F) 'Altitude (ft) Pre-Test 54.0 63.0 Post-Test 54.0 63.0 Average 54.0 63.0 10.0 Data Points- Data Entered Manually(TTE 5.0.8.4) Baseline Nominal adjusted Building Building Fan Nominal Adjusted Pressure Pressure Pressure Flow Flow Fan (Pa) (Pa) (Pa) (cfm) Wm) %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 BUILDING LEAKAGE TEST Page 4 of 4 Date of Test: 4/7/2020 Test File: Vineyard View- Unit 102 Comments None } BUILDING LEAKAGE TEST Date of Test: 6/7/2020 Test File: Vineyard View-Unit 208 Technician: Greg Downing Project Number: 17-1421 Customer: Conifer-Lechase Construction Building Address: Vineyard Views 205 Indigo Creek Drive Unit 208 Rochester, NY 14626 County Road 48 Phone: Greenport, NY 11944 Fax: Website:www.conifer-lechase.com Test Results at 50 Pascals: _ "c�fm50_Airflowl 967.(+/=•0) ACH50 7.68 cfm/ft2(Floor Area) 1.0402 cfm/ft2(Surface Area)l 0. 92 30� Leakage Areas: 58.8 int{+/-35.3 %)Canadian EgLA @ 10 Pa or 0.0176 in2/ft2 Surface Area 23.0 int(+/-56.6 %) LBL ELA @ 4 Pa or 0.0069 in2/ft2 Surface Area 'Building Leakage Curve: Flow Coefficient (C)= 20.6 (+/-88.9%) Exponent(n)= 0.988 (+/-0.234) Correlation Coefficient=0.99176 Test Standard: E779 Test Mode: Depressurization 2000 I I I I I I I I I I I I I I I I I I O Depressurize I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1888: ---aII--------------II ----_--+II ----- ------------------- -- ------ 800-----T--- -----800 ---t--- -------------------------- I�I -------- ---- --�II----- ---1--- -------------L------- -- --L-------- 700- � --�L,I-------�+�II --- - iiLi ►---- - L Building 600 ---- -------------I--------I ----- ---4 - 4 ---- - 500 --- --- -- - -- - ------------- --- --L-----L---i---L--L-- Leakage I I I I I I I I I I I I ---+---�---- --I--a-------------- ------- -----�---+---+--+-- (Cfm) 400 I I I I I I I I I I I I I I I I I I I I I I I I I--_I __I _ I--I --- I - -----I _------I I --- I--- 300-----T � r � 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-----;---;--- -- 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 I10� I I I I I I I I I I I I y --- ---r--r-1--r-fi-------------r-------fi-----r---rt---t---r- -+---I---I---I--F-4--------------4-------- ------ ---�---+--�-- 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 ;-)ate of Test: 6/7/2020 Test File:Vineyard View- Unit 208 Building Information Volume (ft3) 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 "-"0ate of Test: 6/7/2020 Test File:Vineyard View- Unit 208 C Depressurization Test: Environmental Data _ Indoor Temperature(°F) Outdoor Temperature(°F) Altitude (ft) Pre-Test 72.0 84.0 Post-Test 72.0 -84.0 Average 72.0 84.0 10.0 Data Points- Data Entered Manually(TTE 5.0.8.4) Baseline Nominal adjusted Building Building Fan Nominal Adjusted Pressure Pressure Pressure Flow Flow Fan (Pa) (Pa) (Pa) (cfm) (cfm) %Error Configuration -60.3 -60.6 36.8 1103 1157 -2.5 Ring A -54.1 -54.5 29.7 993 1043 -2.3 Ring A -46.1 -46.5 237.2 912 957 , 4.9 Ring B -37.7 -38.1 155.5 740 776 3.6 Ring B -27.9 -28.3 74.4 513 539 -3.5 Ring B Deviations from Standard ASTM E779-Test Parameters BUILDING LEAKAGE TEST Page 4 of 4 ,Date of Test: 6/7/2020 Test File:Vineyard View- Unit 208 Comments None L11ARA L. deo McLean Associates, P- °:• 437 South Country Road - Brookhaven - New York - 11719 (631)286-8668 - FAX(631)286-6314 eo 25 Newbridge Road - Suite 304 - Hicksville - New York 11801 https://www.lkma.com RAYMOND G.DiBIASE,P E,PTOE,PTP,PRESIDENT and CEO Associates ROBERT A STEELE,P.E,EXECUTIVE VICE PRESIDENT CHRISTOPHER F DWYER JAMES L DeKONING,P.E,VICE PRESIDENT STEVEN W EISENBERG,P E ANDREW B SPEISER MATTHEW C.JEDLICKA,LEED AP KEITH J MASSERIA,P.E VINCENT A CORRADO,P E July 17, 2020 TAMARA L.STILLMAN,P L.S. Town of Southold Planning Department- Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold,NY 11971 Attn: Mr. John Jarski, Plamier Ike: Vineyard View, LLC—"Vineyard View" Community Letter Certifying Construction of Final Drainage Plan Project#: 17106.000 (SCTM#: 1000-040-03-01) Dear Mr. Jarski: Pursuant to the Town Planning Department's request, we hereby certify that the revised drainage plan associated with the construction of the above referenced affordable (work-force) housing complex in Greenport was constructed in strict accordance with the plans submitted (via email)to the Southold Town Engineer and New York State Department of Environmental Conservation on January 21, 2020. Neither office objected to the revised plan which incorporated additional connector piping, enhanced sand collar material, shallow diffusion wells and an overflow structure with indirect discharge to the freshwater wetland buffer area. Water quality objectives were achieved by providing overflow storage within natural retention areas populated with native grasses/plantings and having multiple leaching pools before entering the overflow discharge chamber (bubbler) along the south side of Building Q. 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 'o- lease do not hesitate to contact this office directly. */ �E r��� '? Very tr I yours, ^CA. Sl�r0�'r 077397 Robert A. Steele P.E., Ex sidernt 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 V COUNTY OF SUFFOLK O C i 1 5 2020 ��T �'iGv ,r-��4��r�,,�y STEVEN BELLONE ��,. o +� F i3��1��._7m �a�L.z:J D SUFFOLK COUNTY EXECUTIVE l DEPARTMENT OF PUBLIC WORKS JOSEPH T.BROWN,P.E. COMMISSIONER ERIC M.HOFMEISTER DARNELL TYSON,P.E. PHILIP A.BERDOLT DEPUTY COMMISSIONER CHIEF DEPUTY COMMISSIONER DEPUTY COMMISSIONER October 5, 2020 Conifer Realty,LLC 1000 University Avenue, Suite 500 Rochester,NY 14607 RE: Permit#48-2004,CR 48,Middle Road SCTM 1000-040.00-03.00-001.000 County Treasurer has been authorized to refund your security in the amount of$18,300.00 To Whom It May Concern: This is to advise you that work under the above-referenced permit has been inspected and found to be completed in a satisfactory manner to this Department. Very truly yours, A(&X&a&r Pr&-10- Alexander J. Prego,P.E.,P.T.O.E. Director of Traffic Engineering AJP:RFH:KD:shd Cc: Town of Southold,Building Department ` SUFFOLK COUNTY IS AN EQUAL OPPORTUNITY/AFFIRMATIVEACTION EMPLOYER 335 YAPHANK AVENUE YAPHANK,N.Y. 11980 (631)8524081 FAX(631)8524079 r SUBMITTAL COVER SHEET, Vineyard View • GENERAL CONTRACTOR: ARCHITECT: Conifer Conifer-LeChase Construction, LLC 205 Indigo Creek Drive BHC Architects 235 Rochester,NY 14626 Wireless Boulevard Hauppauge, LeChase Ph: (585)760-5336 , NY 11788 CONSTRUCTION Fax: (585)760-5353- CLC Project No. '1971002 Project No. 10002 TYPE OF,SUBMITTAL- PRODUCT DATA CERTIFICATION MFGR COMPLIANCE SAMPLE MFGR DRAWING RECORD DOCUMENT COLOR SELECTION x SHOP DRAWING CLOSEOUT DOCUMENT TEST REPORT- 'SUBSTITUTION OTHER SUBMITTAL DESCRIPTION Building Trusses-Building B CONTRACTOR/VENDOR DaVinci Construction MANUFACTURER/SUPPLIER Universal Component Corp. SPEC.SECTION#&TITLE 061753-Building Trusses SUB-PARAGRAPH DRAWING NUMBER FIRST TIME SUBMISSION R1 REVISION NUMBER CONTRACTOR'S STAMP/CERTIFICATION: ARCHITECT/ENGINEER REVIEW STAMP: I HEREBY CERTIFY THAT'I HAVE REVIEWED THIS SUBMITTAL, VERIFIED THE PRODUCTS,VERIFIED FIELD MEASUREMENTS WHERE APPROPRIATE AND HAVE COORDINATED THE INFORMATION WITHIN THE SUBMITTAL WITH THE REQUIREMENTS OF CONTRACT DOCUMENTS THE SUBMITTED ITEM(S)COMPLY IN EVERY RESPECT WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS AND SPECIFICATIONS CONTRACTOR COMMENTS: CONIFER-LECHASE SUBMITTAL NO. 061753-002 BY: Jack Susman Date: 7/20/2019 C) 2-04-12 14-05-12 ________ _ 21-04_04 _ 0 N F06 1 1/8"x 18" Rimboard F 11 1-06-00 k° F05 1 1 1/8"x 18", Rimboard 1-0 -00 F10 F02 � " 1-08-00 1-08-00 — — I F 10 - a-08-00 F02 1-os-o0 m ,a � ° F02 8 o E F11 1-os-oo I 1-0-00 �co co F10 F03 1-0$-00 x 1-08-0EOo I F10 1-08-00 F03 1-08-00 F10 1-06-00 F03 1-08-00 n 03 F10 �m i 1-08-0o I � 1-08-00 � .03� 1-08-00 F0 �' 1 F F a 0{ 1-07-12 I� "__—4 !� , , rues__] Truss Type OY 359701`2 BUILDING B FLOOR FOt Floor J'o 1 Job Reference{optional) - a Universal Component Corp.,Fast Haven,GTT 5512,Jay Johnson 8.010 s Am 20 2016 telfTex9ndustrlos Inr Tue Jul 1616:47:41 2019 Pa e 1 ID:uUe_uOZrOXWGcWZ5BYJ]zwzGlWS-WGdm TrgS6ptzLu7zhTJRU12c5-tUDLHdvIXv,O?yx1�sG 2-SA4 1-4-0_ 2.1-4 Scale m 127.7 1.5x3 II 1.5x3 II 46= 1.54 II 4x4= 44= 3x6 FP= 4x6= 1.5x3 II 1 22 2 23 3 Tt 24 4 25 5 26 6 7 27 e-S2 28 9 %VIWt � Ro 1 17 15 14 18 13 19 12 20 11 21 10 4x4= 3x8 MT18H FP= 1x4 II 1x4 II 3x8= 44= 3x8= 7-11-6 X57.6,9_3.8 I 169.2 7-11-6 0 8.0 0.8.0 7-5.12 Elate Qifsets'lX Y1 [4:0-1-B,Edgel,[5:0 1-QEdgel f10:Edge,01 el,(16•Edoe 01-S1 LOADING(psf) SPACING- 1-8-0 CSL DEFL. in (loc) Well L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.56 Vert(LL) -0.35 10-11 >578 360 MT20 197/144 TCDL 12.0 Lumber DOL 1.00 BC 0.56 Vert(CT) -04410-11 >453 240 MT18H 244/190 BCLL 0.0 Rep Stress Incr YES WS 033 Horz(CT) 0.03 10 n/a n/a BCDL 10.0 Code IBC2015ffP12014 Matrlx-S Weight:71 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, except BOT CHORD 2x4 SP 285OF 2.3E(flat)*Except* end verticals. 82:2x4 SP 270OF 2.2E(flat) BOT CHORD Rigid ceding directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2(flat) REACTIONS. (Ib/size) 10=859/Mechanical,16=859/0-4-6 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less exeeptLwhen shown, TOP CHORD 1-16=-279/0,9-10=-270/0,2-23=-2276/0,3-23=-227610;3-24=-227610.'4-24=-2276/0,4-25=-2592/0,5-25=-2592/0, 5-26=-2262/0,6-26=-2262/0,6-7=-2262/0,7-27=-2262/0,8-27=-2262/0 BOT CHORD 16-17=0/1369,15-17=0/1369,14-15=0/1369,14-18=0/2592,13-18=0/2592,13-19=0/2592,12-19=0/2592,12-20=0/2592,, 11-20=0/2592,11-21=0/i370,10-21=0/1370 WEBS 2-16=-1553/0,2-14=0/1030,3-14=-314/0,8-lo1554/0,8-11=0/1013,6-11=-30710,4-14=-533/149,5-11.557/147 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Refer to girder(s),for truss to truss connections. 4)This truss is designed in accordance With the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1 5)This truss has been designed for a'moving concentrated load of 250klb 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 Joh------ Truss N� ype -- __ —_-----Qty` Ply --- 359701`2 BUILDING B FLOOR F02 FLOOR 6 1 Jab Reference o tional Univai�al Compananl Corp.Fast Hauan,CT 06512-dayJohnsan fi.OtO s �u 29 2016 MTok In ustii—inc-Tuo JUI 1616A7s13 2019 Petro 1 ID:uUa,vQZraXWGeWZ58YJ)ZvnGIW8SeIW19NoRvhbGHxpuMva88tivhnahhEw�+n300St4w$ 2-B_0 - 2-4-12 1-4-0 , 1-10-2 , Scale=1:36.2 3x6 FP= 1.5x3 11 48= 1.5x3 11 44= 4x4= 1 5x3 11 4x4= 1.5x3 11 48= 1.5x3 11 1 26 2 27 3T1 28 4 29 5 30 6 7 31 8 32 9 33 10 34 11 0 - o 21 19 22 18 1723 16 24 15 14 13 25 5x6 II 6x10= 3x8 MTI BH FP= 3x6 11 5x6 II 3x8 MT18H FP= 6x10= 5x6 II 3x6 11 2156 1• 21-5-6 Plate Offsets(X,Y)— 14:0-1-8,EdgeJ, :0-1-8 Edgel (i6 03 0 EdAe7 - LOADING(psf) SPACING- 1-8-0 CSI. DEFL in floc) I/defl L/d PLATES GRIP TCLL 400 Plate Grip DOL 1.00 TC 0.68 Vert(LL) -0.31 15-16 >818 360 MT20 1971144 TCDL 12.0 Lumber DOL 1.00 BC 0.63 Ved(CT) -0.49 15-16 >527 240 MTi 8H 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(CT) 0.05 12 n/a n/a Weight:107 Ib FT=20%F,11%E BCDL 10.0 Code IBC20151rP12014 Matrix-S g LUMBER- BRACING- TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-8-2 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) 20=1102/0-2-4 (min 0-1-8),12=1102/0-4-6 (min.0-1-8) FORCES. (lb)-Max-Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-20=-270/0,11-12=-270/0,2-27=-327910,3-27-3279/0;3-28=-3279/0,4-28=-3279/0, 4-29=-4237/0,5-29=-4237/015-30=-4495/0,6-30=-449510,6-7=-440/0,7-31-4495/0, 8-31=-4495/0,B-32=-3304/0,9-32=-330410,9-33=-3304/0,10-33=-3304/0 BOT CHORD 20-21=0/1891,19-21=0/1891,19-22=0/4237,18-22=0/4237,17-18=0/4237,17-23=0/4237, 16-23=0/4237,i 6-24=0/4237,15-24=0/4237,14-15=0/4127,13-14=0/4127,13-25=0/1901, 12-25=0/1901 WEBS 2-19=011 560,10-13=0/1 576,3-19=-294/0,9-13=-294/0,8-13=-924/0,B-15=-431473, 6-15=-31 M,4-19=-11 174/0,5-15=-196/563,10-12=-2136/0,4-17=-32/376,5-16=-371175, 2-20-2124/0 NOTES- 1•)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated, 3)Provide mechanical connection(by others)of truss to.bearing plateal Joint(s)20 4)This truss is designed in,accordance with the 2015 International Building Code section 2306.1,and referenced standard ANSIrrPl 1. 5)This truss has been designed for a moving concentrated load of 250.01b lire 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 sirongbacks,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 quter ends or,restrained by other means. LOAD CASE(S) Standard Jo'��"—__;��: russ Type ! Ply5970F2 BUILDING B FLOOR 32 1 _l Joh Reference.(optional) I V Unlve'sal Componani,colp,Hasl Havon,r;T 06512,Jay Johnson 8,010 s Apr 29 2010 ek in Usti Irw.Tue Jul to 16;4744 2Dt 9 P090,11ID:uUe_ uOZrOXWGcWZSBYJIzwzGIW�-xgJuEVBI(Pk1 YCMsOU6186Lg5hMFQhF3CimZ?JyxRs1) O 2.4-12 , 1-4-0 „ 1-8-0 � 2-6-0 6 Scale-1'35.9 3x6 FP= 1.5x3 II 4x6= 1.5x3 II 4x4= 44= 1.5x3 It 04= 1.5x3 II 4x8= 1.5x3 II 1 27 2 28 3 29 4 30 5 31 6 32 7 8 33 9 34 10 35 11 21 19 22 1817 23 16 24 15 25 14 13 26 5x6 11 600= 3x8 MT18H FP= 3x6 11 5x6 11 3x8 MT18H FP= 6x10= 5x6 It 3x6 11 21-3.4 { - 21.3.4 Plate Offsets Yf. [4:0-1:8 EdO,Edoje LOADING(psf) SPACING- 1-8-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 i Vert(LL) -0.30 15-16 >842 360 MT20 1971144 TCDL 12.0 Lumber DOL 1.00 BC 0.81 Vert(CT) -0.47 15-16 >543 240 MT18H 197/144 BCLL 0.0 Rep Stress Incr YES WS 0.44 Horz(CT) 0.05 12 n/a n1a BCDL 10.0 Code IBC2015/TP12014 Matrix-S Weight:106Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins, BOT CHORD 2x4 SPF No.2(flat) except end verticals WEBS 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 20=1093/0-2-4 (min.0-1-8),12=1093/0-2-4 (min.0-1-8) FORCES. (lb)-.Max..Comp.lMax.Ten.,-All forces-250(Ib)or less except when shown. TOP CHORD '1-20=-27,010,1.1-1 2-27010,.2.28=:324510,.3-28=3245/0,3-28=-3245/0,4-29-324510, .4-30=-4175/0,5-3(p-4175/0,'5-31=-442110_,6-31=-4421/0,6.32442110,7-32=-442110, 7-8=-3269/,0,8,-33=3269/0,9- 3=-326910,9-34-3289/0.10.34—826810 BOT CHORD 20-21=011873,119-21-0/1675,'1'9-22=014175,18=22.014175,17-18=0/4175,,17-23-014175, 16-23=0/4175,18-24=0/4175,1'5,24=0/4'175,15-25=0/4074,14-25=(14074,13.14_014074, 13-26=0/1 SM.12-26=0/1884 WEBS 2-20=2110510,2-19=011541,3.19.-294/0,10-12=-2116/0;10-13=01,1557,9-1351-29470, 7-13=•90410,7-15-154459,6-15-31010,4-19=-1-144/0,5-15=-1891553,4-17=-37/362, 5-16=-373/81 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All,plates are MT20 plates unless otherwise indicated. 3)Provide mechanical connection(by others),of truss to bearing plate al'joint(s)-20,12 4)Thistruss is'designed in accordance with'the 2015,International Building Code section 230.1`and'referenced standard ANSlrrPI 1. 5)This truss has been desl'gned fora moving•concentrated load of 250.01b live located at all mid-panels and at all panel paints along the Top Chord and Bottom Cho(d,nonconeurrent with any other live loads. 6)Recommend 2x6 strongbacks,on edge,,spaced at 10-6-0 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 toss ___ rus - 35970F2BUILDING BFLOOR F04 Floor SuppoAed Gable 2 1 Job Reference o tional UnWofsal Componanl Carp.;[asr Hsven,CT 06512,Jay Johnson a Otos Apr 29 2016 h"aTok Industrtos,Inc.Tuo Jul 1616,4T45 2019 Pagel ` IDXUe_uOZrOXWGCWZ513YJ)zwzGl W8-Pi sGSrCyA29PgWRKwJON12DNhaOs9EwCQNV7XmyxRsC 1 1x311 9 2 1x311 10 31.5x311 Scale 1:10.1 Wi W1 m 1 `_t 6 7 5 8 4 1x3 1 1x3 h 1x4 I I -------- -- 2-9.2- -- -- ------_, 2.9-2 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.20 Vert(LL) n/a n/a 999 MT20 197/144 TCDL 12.0 Lumber DOL 1.00 BC 0.21 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code IB02015/TP12014 Matrix-S Weight:11 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-9-2 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. (Ib/size) 6=71/2-9-2 (min.0-1-8),4=77/2-9-2 (min.0-1-8),5=179/2-9-2 (min.0-1-8) Max Grav6=275(LC 10),4=277(LC 12),5=314(LC 11) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-6=-263/5,3-4=-264/0 WEBS 2-5=-282/0 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 2015 International Building Code section 2306,1 and referenced standard ANSI/TPI,1. 5)This truss has been,designed for a moving concentrated load of 25-6.0113 live located at all mid panels and at all pariel points along the Top Choid 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')Waits. Strongbacks to be attached to vralis at their outer ends-or restrained by other means- LOAD CASE(S) Standard Job — rusT J rTu ss ype 4fY —pIY 1`05s Floor Supported Gable 2 1 359701`2 BUILDING B FLOOR I I Job Reference(optional) Univorsal ComponVt Corp,Eaet Havon.CT 06512.Jay Johnson - 6.010$Apr 29 20t6 MfT6k Industria$Inc,Ttw ul�T616:4r,;47 2019-Pago 1 ID:uUe_uOZrOXWGcWZSBYJjzwzGIWS-LP isXEDifP73pbj2kQfk_I)C05Md7CVug_D11ayxRsA Scale=1 33.5 3x6 FP= 1 52 2 53 3 54 4 55 5 56 6 57 7 58 8 59 9 60 10 61 11 12 13 62 14 63 15 7179 61 16 65 17 66 18 4 lj I tST1 S1 ST1 ,bW1 STI STP ST.1 STI T� T 36 37 35 3B 34 39 33 40 32 41 31 3D 29 42 28 43 27 44 26 45 25 46 24 47 23 48 22 49 21 50 20 51 19 3x6 FP= 21-5.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loo) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.20 Vert(LL) n/a - n/a 999 MT20 197/144 TCDL 12.0 Lumber DOL 1.00 BC 0.21 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 19 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-S Weight:73 Ib FT=20%F,I I%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 6-0-0 oc bracing. OTHERS 2x4 SPF No.2(flat) REACTIONS. All bearings 21-5-6 (Ib) Max GravAll reactions 250 lb or LC 54),33=309(LC 55),32�309(LC 56)ess 531=309(LC 57),P9=309(LC 58),P8=309(LC 59) P7==309(LC 60),(26=309(LC 61),25=309(LC 62),24=309(LC 63),23=309(LC 64),22=309(LC 65),21=307(LC 66),20=314(LC 67) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown TOP CHORD 1-36=-263/10,18-19=-265/6 WEBS 2-35=-280/0,3-34=-279/0,4-33=-279/0,5-32=-279/0,6-31=-279/0,7-29=-279/0, 8-28=-279/0,9-27=-279/0,10-26=-279/0,11-25=-279/0,13-24=-279/0,14-23=-279/0, 15-22=-280/0,16-21=-279/4,17-20=-282/0 NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully shealhod 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 wilh4he 201'54nlornational Building Code section 2305.1 and referenced standard ANSVTPI 1. 6)This truss has•been designed,for a moving concentrated load of 250.0lb 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 3.108(0:131"X 3")nails. Strongbaeks to be attached to walls,at their outer ends or restrained by other means. LOAD CASE(S) Standard 1615-Truss — 1 fr`uss Type ~-- 35970F2 BUILDING B FLOOR F06 I Floor Supported Gable 2 1 Job Reference o trona) nrvcvsatComponnnl Corp..East Havan;CT06512,Jay Johnson 1 solos Apt 29 2016 Tek Industries,Ina Too Jdl 1616:47:482019 Pao 7 ID:uUe uOZtDXWGCWZSBYJ)zrv2GIW8•pcYP4tErTzX hzAvbRy4HBruxoRaMagf6Kkrr85yxRs9 Scale=1.20.0 1.5x3 11 1 5x3 11 1 30 2 31 3 32 4 33 5 34 6 35 7 36 8 37 9 388110 wi 5T�1 STi $TA ST,1 S71 ST'1 STIST,'l Wi 20 21 19 22 18 23 17 24 16 25 15 26 14 27 13 28 12 29 11 1x4 II 1x4 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.20 Vert(LL) n/a n/a 999 MT20 197/144 TCDL 12.0 Lumber DOL 1.00 BC 0.21 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 11 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-S Weight:42 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 6-0-0 oc bracing. OTHERS 2x4 SPF No.2(flat) REACTIONS. All bearings 12-1-8. (lb)- Max Grav All reactions 250 Ib or less atloint(s)except 20=276(LC 31),11=278(LC 40),19=309(LC 32),18=309(LC 33),17=309(LC 34),16=309(LC 35),15=309(LC 36),14=309(LC 37),13=307(LC 38),12=314(LC 39) FORCES. (lb)-Max.Comp./Max.Ten -All forces 250(lb)or less except when shown. TOP CHORD i-20=-263/10110-11=-265/6 WEBS 2-19=280/0,3-18=-279/0,4-17=279/0,5-16=-279/0,6-15=279/0,7-14=280/0,8-13=279/4,9-12—283/0 NOTES- 1)All plates ale 1x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord,bearing. 3)Truss to be fully shealhed 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 desidnod in accordance with'the 20151ntemational Building Code section 2306.1 and referenced standard ANS11TPi 1. 6)This Iruss has'been designed fora moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other rive loads. 7)'Recorninend 2x6 stiong6acks,on edge,spaced at 10.0.0 oc and fastened to each truss wilh'3-10d(0,731"X 3^)nails. Strongbacks to be attached to walls at their outer ends or restrained by,olher means. LOAD CASE(S) Standard Truss toss ype �h'-- P y i5970F2 BUILDING B FLOOR F07 Floor 16 1 _ _ �ob Reference optional -Un versa)Componanl.CTp,Eae1 Haven,CT 06512,JayJahnson 6,010 s nor 29 2016�ekindustria5,Int.Tue ul t6 16;470 20t0 Page 1' 'ID:uUe uOZrOXWGcWZSBYJJ_nvzGIW6•t g9V1'G5 an1wHKH1s_Ytvlcv�9ob2EgRgaeOtCzyxRs7 1-5-8 , � 2-4-2 Scale=1:19A 1x3 II 44= 1x3 II 3x3= 1x3 II 1 16 2 17 3 18 4 19 5 44= 20 6 19 Wt ru 1 12 10 13 9 14 8 15 7 3x6= 1x3 II 1x3 II 44= 44= B.0.08$0 I 9.4;0 I 11-11.2 I B4O:0 0.8.0 0.8.0 2-7-2 Plate Offsets(X,Y)-- 15:0.178,E4g je E.Ed a 0-1-8 111-Edae 0 1 81 - LOADING(psf) SPACING- 1-8-0 GSI. DEFL in (loc) Ildefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.56 Vert(LL) -0.3410-11 >420 360 MT20 197/144 TCDL 12.0 Lumber DOL 1.00 BC 0.52 Vert(CT) -0.42 10-11 >341 240 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code ISC2015/TP12014 Matrix-S Weight:51 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, except BOT CHORD 2x4 SP 285OF 2 3E(flat) end verticals. WEBS 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 11=610/0-4-6 (min.0-1-8),7=610/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less-except when shown. TOP'CHORD 1-11=-271/0,6-7=-260/16,2-17=-1375/0,3-17=-1875!0;3-18=-1375!0,4-18=1375/0,4-19=-1048/0,5-19=-1048/0 BOT CHORD 11-12=0/908,10-12=0/908,10-13=0/1048,9-13=0/1048,9-14=0/1048,8-14=0/1048,8-15=0/1048,7-15=0/1048 WEBS 5-8=0/323,2-11—1031/0,2-10=0/538,3-10=-336!0,4-10—3/465,5-7=-1200/0 NOTES- 1) OTES1)Unbalanced floor live loads have been considered for this design. 2)Refer to girders)for truss�to truss connections. 3)This truss is,designed in accordanr-a with the 2015 International Building Code section 2306,1 and refererfeed standard ANSVTPI 1. 4)This truss has been designed fora moving concentrated load of 250.0lb live located at all,mid:panels and at all panel points along the Top Gh0d and Bottom Chord,nonconourrent 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 theii outer ends or restrained by,other means. LOAD CASE(S) Standard lob _Truss Ply` - 3597OF2 BUILDING B FLOOR ,�FOB 1Floor 6 1 Job Reference feptionalJ I Universal Component Corp.,,Easl Haven,CT 06512,Jay Johnson! 6.010 s Apr 29 20161YUTek Induslrios„!nF Tuo dui 16—16:47$112019 Pago 1 ID:uUe u0Zr0XWGcW7-55YJjnvz01piV8.DBEYiuHlluvZYRuUhIZVnugTl(o?ODZIsSpiyRkPyxRs6 �2-6.0i 1,5 8 I 1-9-10—� Scale=1:27 3 1 5x3 11 1 5x3 11 46= 1.5x3 11 44= 4x4= 3x6 FP= 3x6= 1.54 11 1f 22 2 23 3 Ti 24 4 25 5 26 6 7 27 8 28 9 B1_ -- 1 17 15 14 18 13 19 12 20 11 21 4x4= 3x6 FP= 1x4 11 1x4 11 3x8= 44= 3x6= 8.0.0 8.8.0 9.4-0� 16•&2 1 8.0.0 0.8.0 0.8-0 - 7-2.2 Plate Offsets(X Y)-- 14'0.1-8 Edaet 15:0.1-8 Edne] f10:Edne,0-1-81,d16:Edge,O 1 81 LOADING (psf) SPACING- 1-8-0 CSI. DEFI- in (loc) 1/deft Ud PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TO 0.55 Vert(LL) -0.3414-16 >578 360 MT20 197/144 TCDL 12.0 Lumber DOL 1.00 BC 0.53 Vert(CT) -0.4314-16 >455 240 BOLL 0.0 Rep Stress Incr YES WB 0.32 Horz(CT) 0.03 10 n/a n/a Weight:70 Ib FT=20%F,11%E BCDL 10.0 Code IBC2015/TPI2014 Matrix-S fa 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 SP 285OF 2.3E(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=847/0-2-4 (min.0-1-8),16=847/0-4-6 (min.0-1-8) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-16=-271/0,9-10=270/0,2-23=-2228/0,3-23=-2228/0,3-24=-222810,4-24=-2228/0,4-25=-2507/0,5-25=-250710, 5-26=-2209/0,6-26=-2209/0,6-7=-2209/0,7-27=-220910,8-27=-2209/0 BOT CHORD 16-17=0/1345,15-17=0/1345,14-15=0/1345,14-18=0/2507,13-18=0/2507,13-19=0/2507,12-19=0/2507,12-20=012507, 11-20=0/2507,11-21=0/1347,10-21=0/1347 WEBS 2-16=1527/0,2-14=0/1002,3-14=-315/0,4-14=-50011 69,8-10=-1528/0,8-11=0/979,6-11=305/1,5-11=-539/1 66 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by,others)of truss to bearing plate at joint(s)10. 3)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPl 1. 4)This truss has been designed for a moving concentrated load of 250.016'live located at all mid panels and at all panel points along the Top Chord and Bollom Chord,nonconcur(ent 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 10 walls at their outoi,ends'or restrained by other means. LOAD CASE(S) Standard russ ype --1II City----ply 1job 35970F2 BUILDING B FLOOR F09 FLOOR 6 Reference o lienal UnNaeal Component Cap,East Haven,GT 06512,Jay'ohnsan 8 01D sA17r 29201e�hTak Indust'I--Ing De Jut 161547522011 Page 1 ID:uUe_uOZr'OXWGcWZSBYJ[ztvzGIW8•iNnwwEHLWC1PAaTggH00R10V2PkFIJCE1yi_Hsy 9-5 2-6-0 I—1-8-4 iI 1-4-0 IL 2-5-12 Scale=1:31.6 3x6 FP= 1 5x3 II 48= 1.50 11 4x4= 1.5x3 11 4x4= 1.5x3 II 300= 1.5x3 II 1 24 2 25 3 26 4 27 5 28 6 7 29 8 30 - 9 31 10 Ci i rn c9 . 19 c 17 16 20 15 21 14 13 22 12 23 5x6 II 6x10= 3x6 FP= 3x6 II 3x6 11 3x6 FP= 6x8— 5x6 11 f' 18.9.0 18.9-0 — - Plate Offsets,�X Y�1• [6:0 1-$,Edgy 114-0-3-0,0-0-01 - LOADING(psf) SPACING- 1-8-0 CSI. DEFL in (loc) I/dell Ltd PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.51 Vert(LL) -0.1815-17 >999 360 MT20 197/144 TCDL 12.0 Lumber DOL 1.00 BC 0.55 Vert(CT) -0.29 15-17 >775 240 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(CT) 0.04 11 n/a n/a BCDL 10.0 Code ISC2015/TP12014 Matrix-S Weight:93 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, 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) 18=962/0-2-4 (min.0-1-6),11=962/0-4-6 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-18=-270/0,10-11=-270/0,2-25=-2769/0,3-25=-276910.3-26=2769/0,4-26=-2769/0,4-27=-3368/0,5-27=-3368/0, 5-28=-3368/0,6-28=-3368/0,6-7=-2753/0,7-29=-2753/0,8-29=-275310,8-30=-275310,9-30=-2753/0 BOT CHORD 18-19=0/1632,17-19=0/1632,16-17=0/3299,16-20=0/3299,15-20=0/3299,15-21=013368,14-21=0/3368,13-14=0/3368, 13-22=0/3368,12-22=0/3368,12-23=0/1624,11-23=0/1624 WEBS 2-18=-1834/0,2-17=0/1277,3-17=-292/0,4-17=-596/1,9-11=-182510,9-12=0/1268,8-12=-30010,4-15=-203/350, 6-12=-836/22 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection,fby others)of truss to bearing plateal joint(s)18. 3)This truss is-desibhed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord.and Bottom Chord,nonconcurrenl 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 Od(0.131"X 3")nails. Strongbacks to be attached to•walis-at their outer ends or restrained by other means. LOAD CASE(S) Standard Job --�F`10 russ — -- -Truss Type �Y— PIy"— 35970F2 BUILDING B FLOOR FLOOR 16 1ob Reference o 6onal) Universal Componani Cofp..East Haven,CT 06912,JayJobnSah 8.010 s pA��x 29 2016 l2HV IGnk2 C Inc.Tllo Jnl 5 t6n50GGRY IyaxsRL t - ID:uUe_u02rOXWGc1NZ5BYJj2wzGIWB-Ai?U7alzHV9flnk2s0 XF_FYgTp5C1n50GcRYplyxF�s4 I 2-6-0 1-5-8-� 'r 2-0-6 Scale=1.23.4 1x3 II 3x6= 1x3 II 3x3= 1x3 II 3x6= 1x3 II 1 17 2 18 3 19 4 Ti 20 5 21 6 22 7 o IVI 6 j 13 11 14 10 15 9 16 - 4x6 II 46 11 3x6 II 6x6= 46 tl 14-1-6 14-1.6 Plate Offsets(X,Y�-_(10:0-3--0,0-0-0], 11:0-3 0 Edgel LOADING(psf) SPACING- 1-8-0 CSI. DEFL In (loo) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) -0.16 11-12 >999 360 MT20 197/144 TCDL 12.0 Lumber DOL 1.00 BC 0.44 Vert(CT) -0.20 11-12 >842 240 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-S Weight 70 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, 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=723/0-4-6 (min.0-1-8),8=723/0-2-4 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12—270/0,7-8=-270/0,2-18=1863/0,3-18—1863/0,3-19—1863/0,4-19=-1863/0,4-20=-1837/0,5-20=-1837/0, 5-21=-I 637/0,6-21=-1837/0 BOT CHORD 12-13=0/1178,11-13=0/1178,11-14=0/1863,10-14=0/1863,10-15=0/1863,9-15=0/1863,9-16=0/1167,8-16=0/1167 WEBS 2-12=-1324/0,2-11=0[176,6-8=-1311/0,6-9=0/754,5-9=305/0,3-11=260/20,4-9=-277/289 NOTES- 1),Unbalanced floor live loads have-been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8. 3)This truss is designed in accordance with the 2015 International Building Code section 2306.1,and referenced standard ANSI/FPI 1. 4)This truss has been designed for a moving concentrated load of 250.O1b 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 jai 10.0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached tQwalls at their vuleir ends or restrained by other means. LOAD CASE(S) Standard Job Truss ruse ype l3ty- Ply — _- 359701`2 BUILDING B FLOOR 1`71 FLOOR 2 1 1T—T`_V"� Job Reference o tional Unlversal Cornpenonl Co+p.,East Havan CT 06512,Jay Johnson 8,010 s Aix?9,2016 taffak n uArles Ina Tue Jul 16 16:47:5.2019 Page 1 ID:uUs_uoZ1;0XWGcWZ56Y qz1vzG1W8-emvgXwJc2pH7Pud3yi2iJWS5r>;C07mEGXVG651.kyxRs3 + 2.6.0- 1-5-8 — ! 2.2.8 i + Scale=1:23.7 1x3 II 36= 1x3 II 3x3= 1x3 II 3x6= 1x3 II 1 17 2 16 3 19 4 20 5 21 6 22 7 Jul ✓�/�L/� 1 13 11 14 10 15 9 16 ) 46 11 4x6 II 3x6 11 6x6= 46 11 5.4-8 6.0.8_ 6-,8.8 14-34 ! -5.4-6 0.8.0. 0 8 0 7-7-0 - Plate Offsets(XY)=- [10:0-3-0,0-0-01.111:0.3-'0,Edg 1 LOADING(psf) SPACING- 1-8-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) -0.1611-12 >999 360 MT20 197/144 TCDL 12.0 Lumber DOL 1.00 BC 0.46 Vert(CT) -0.20 11-12 >852 240 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-S Weight:71 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, 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=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(Ib)or less except when shown. TOP CHORD 1-12=-27010,7-8=-270/0,2-18=-1905/0,3-18=-1905/0,3-19=-1905/0,4-19-1905/0,4-20=-1877/0,5-20—1877/0, 5-21=-1877/0,6-21=187710 BOT CHORD 12-13=0/1198,11-13=0/1198,11-14=0/1905,10-14�iWl9D5,,10-15=0/1905,9-15=0/1905,9-16=0/1184,8-16=0/1164 WEBS 2-12=-1347/0,2-11-0/799,6.8=-1331/0,6-9=0/778,5-9-306/0,3-11=-260/19,4-9—285/284 NOTES. 1)Unbalanced floor iive,loads have been considered_tor this-design. 2.)This truss is designed in-accordance wlth the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3)This truss has been designed for a moving-concentrated load of 250:01b1ive located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 4)Recommand 2x'6 slrongbacks,on edge,sp4Ced at 10.0=0 oc and lastened to each truss with 3-10d(0.131"X3")nails. Strongbacks to be attached to,walls at their outer ends or restrained by'oth'er means. LOAD CASE(S) Standard fobruss Truss ype 35970F2 BUILDING 8 FLOOR F12 Floor Supported Gable 2 1 Job Reference o tlonal)�_ Unn oreal GpmpcnanUCorp.,East Haven,CT 06512 Say Johnson 5.tnu s nno�r 28 2016 MIM lndustrtus,lnc,Tuc u116 16.47:58 2019,'PaO0oo t ID:uLIe_uozrOXWGcwz5BYJiziv7GIWB-a81 RlcLsaQYreCnR375yWAGWAKECfgyapGQdyxRst Scale=1:28.3 3x6 FP= 1 45 2 46 3 47 4 48 5 49 6 50 7 51 a 52 9 53 10 54 11 12 13 55 T14 56 1516 l amu. ,I 'i ., �I T9 14 �T�t ;Wt ST1 STI Sri 9T1 Stjt 'ST1 STf STI 31 32 30 33 29 34 2827 35 26 36 25 37 24 35 23 39 22 40 21 41 20 42 19 43 18 44 17 44= 3x6 FP- 17-8-2 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well 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 12.0 Lumber DOL 1.00 BC 0.22 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 17 n/a n/a Weight:62 Ib FT=20%F,11%E BCDL 10.0 Code IBC2015/TP12014 Matrix-S 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 6-0-0 oc bracing. OTHERS 2x4 SPF No.2(flat) REACTIONS. All bearings 17-8.2. (Ib)- Max GravAll reactions LC 46),27=306(LC 21 ),26lb or�309(LC 50)ess at 525 =809131(LC 51),2 ( ( 4= 3 9(LC 52) 23=3 9(LC 58),22=309(LC 5 ( 921 309(LC 55),20=309(1-0 56),19=307(LC 57),18=315(LC 58) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-31=-264/10 WEBS 2-30=-279/0,3-29=-279/0,4-27=-279/0,5-26=-279/0,6-25=-279/0,7-24=-279/0,8-23=-279/0,9-22=-279/0, 10-21--27910,11-20=-280/0,13-1 9=-279/3,14-18=282/0 NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous botlolrnchord 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 2015 International Building Code section 2306.1 and referenced standard ANSiITPI 1. 6)This truss has=designed for a moving cottuentiated load of 250.O1b 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 strengbacks,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 TrussrusT sType.._ 359701`2 BUILDING B FLOOR 1 F14 FLOOR 17 1 Job Reference(optional) Univorsal Componanl Corp„East Haven;Cr05512,,lay Johnson 8.010 s Apr 29 2016 Wak Indusldes;Inc.-Tuo Jul 1616:7472019 Paso I ID vUe_u02rpX W GcWZSBYJjzwzGIWB-2LbpzyWLkgiGM MedgcB85jM20RSzaW_BEPly3y�cRsO 1 2.6.0 J 1- 1.8.4 1, 1r -4-0 ;, 2-3-10 Scale=1:313 1.5x3 II 1.54 11 3x10= 15x3 11 44= 1.54 11 44= 3x6 FP= 3x10= 1.5x3 11 1 24 2 25 3 26 Ti 4 27 5 28 6 29 7 8 30 9 31 10 IV ES -- - o 19 17 16 20 15 21 14 22 13 f2 23 5x6 11 3x6 FP= 3x6 II 3x6 II 3x6 FP= 5x6 II 6x8- 6x8= 10.10.12 -9.6.12 d0.2^t4 16.614 a6.12 0.60 0.80• 782. Plate Onsets(X Y)-- [6.0-1 1t;Edae1 114:0-3-0,0-0-01 — LOADING(psf) SPACING- 1-8-0 CS]. DEFL in ([cc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.50 Vert(LL) -0.18 15-16 >999 360 MT20 197/144 TCDL 12,0 Lumber DOL 1.00 BC 0.55 Vert(CT) -0.28 15-16 >784 240 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(CT) 0.04 11 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-S Weight:92 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 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) 18=953/0-2-4 (min.0-1-8),11=953/0-2-4 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-18=-270/0,10-11—270/0,2-25=-2735/0,3-25=-273510.3-26=-2735/0,4-26=2735/0.4-27=-3297/0,5-27=-3297/0, 5-28=-3297/0,6-28=3297/0,6-29=-2713/0,7-29=-2713/0,7-8=-271310,8-30=-2713/0,9-30=-271310 BOT CHORD 18-19=0/1615,17-19=0/1615,16-17=0/1615,16-20=013244,i5-20=0/3244,15-21=0/3297,14-21=0/3297,14-22=0/3297, 13-22=0/3297,12-13=0/i 607,1 2-23=011 60 7,11-23=0/1607 WEBS 2-18=-1814/0,2-16=0/1258,3-16=-29210,4-16=-572/10,9-11=-1805/0,9-13=0/1243,7-13=-297/0,4-15=-211/3312, 6-13=-81 1 134 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate-at joint(s)18,11. 3)This truss is designed In accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)This truss has been designed for a moving concentrated load of 250:01b live-located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurreht with any other live loans. 5)Recommend 2x6 slr6ngI=ks,ori 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 Joh toss - -TrussTpe -__._ 71 35970F2 BUILDING B FLOOR F16 I FLOOR 13 1 .lob Reference optional Universal Componanl Corp F�51 Haven,CT 06512 JayJohrt,an &010 sA r 29 2016,MiTok Induslr es Inc.Tuo JW 16 16A7I2011 Pa a 1 IDuUe_u07aUXWGcWZ5BYJ(swzGl�lYB•_V0dMtE VR01FeIDWoTZD63RU1GeYusiyyx�s_ 2.6.0 I 1-7-0 J I--1-4-0 2-3-10 Scale=1 31.1 3x6 FP= 1.5x3 II 3x10= 1 5x3 11 4x4= 1.5x3 11 4x4= 1.5x3 11 300= 1 5x3 11 1 24 2 25 3 26 4 27 5 28 6 29 7 a 30 9 19 31 10 18 19 17 16 20 15 21 14 22 13 12 23 5x6111 5x6 1 6x8= 3x6 11 3x6 11 6x8= 3x6 FP= 3x6 FP= - 1• 18.5-10 Plate.Offsets'tX.YI— [6:0-1-8 Ed e, 14:0-3,0.0.0.0 LOADING(psf) SPACING- 1-8-0 CSI. DEFL in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.50 Vert(LL) -0.17 15-16 >999 360 MT20 197/144 TCDL 12.0 Lumber DOL 1.00 BC 0.54 Vert(CT) -0.27 15-16 >802 240 BCLL 0.0 Rep Stress Incr YES WB 037 Horz(CT) 0.03 i 1 n/a n/a Weight 92 Ib FT=20%F,11%E BCDL 10.0 Code IBC2015/TPI2014 Matrix-S 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 oc bracing. REACTIONS. (Ib/size) 18=948/Mechanical,11=948/0-2-4 (min.0-1-8) FORCES. (lb)-Max.-Comp./Max.Ten.-All forces 250-(lb),or less except when shown. TOP CHORD 1-18=70/0,10-11=-270/0,2-25=-2713/0,3.25=-271310,3-26=-271310,4-26=-271310,4-27=-3261/0,5-27=-3261/0, 5-28=-'3261/0,6-28=-3261/0,6-29=-2693/0,7-29=-2693/0,7-8=-2683/0,8-30=-2693/0,9-30=2693/0 BOT CHORD 18-19=0/1604,17-19=011 604,16-17=0/1604,16-20=0/3213,15-20=0/3213,15-21=0/3261,14-21=0/3261,14-22=0/3261, 13-22=0/3261,12-13=0/1597,12-23=0/1597,11-23=0/1597 WEBS 2-1 8 180210,2-16=0/1246,3-16=-29210,4-16=562/14,9-11=A 794/0,9-13=0/1232,7-13=-297/0,4-15=-213/323, — 6-13=-795/41 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,(byolhers)of truss to bearing plate at joint(s)11. 4)This truss is designed in accordance wilh the 2015 lnlematienal Building Code section 2306.1 and referenced standard ANSVTPI 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,nongncurrent 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 wells at their outer ends or restrained by other means. LOAD CASE(S) Standard �� rus --— ` rT`uss TypF18 FLOOR GIRDER 2 2 Job Reference o lienal universal Corr>aonanl Corp.,East HaVon:CT 06512,Jay Johnsbn 8,010,s Apr 29 2016 MiTek Indu3trles,lnc.Tuo Jul W 16AB:g02019 Panel ID:uUe uOZrOXWGCWZSBYJizvrzGlW8•TvGxbzOMef2H7p4CIy9umiLvgdTFAt141CePYOyxRrz 2-6=0 1 1-3-10 1-9-14 Scale=136.2 Special 3x6 FP= 3x6 FP- 6x10= 5x6 11 6x8= 5x6 II 6x14 MT18H= 1 28 2 29 3 4 30 5 31 6 32 7 33 8 9 10 34 11 35 12 ro �Ia 1 �yy r'/ a0 r �c t. 22 20 23 19 1824 17 25 16 15 26 14 27 �i c 6x6= 6x12= 3x6 MT18H FP= 5x10= 3x8 MT18H FP= 12x12= 6x8 MT18H= 1 11-11-2 , 17-0-10 , _ 21-7-8 1 11.11.2 -5'1'8 4.6.14_ Plate_Oflsets fX;Y);j5:0.3.O,Edge1�6:0=1 B;Edgel, 116'0.4-12 Edoel,[17:08-0.0-0_01 - LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.33 Vert(LL) -0.2516-17 >999 360 MT20 197/144 TCDL 12.0 Lumber DOL 1.00 BC 0.48 Vert(CT) -0.39 16-17 >669 240 MT18H 197/144 BCLL 0.0 Rep Stress Incr NO WB 058 Horz(CT) 0.06 13 n/a n/a BCDL 100 Code IBC20151TP12014 Matrlx-S Weight:334 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 285OF 2.3E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP 285OF 2.3E(flat) end verticals. WEBS 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 21=2291/0-4-6 (min.0-1-8),13=4942/0-4-6 (min.0-1-8) FORCES. (lb)-Max.'Comp,/Max.Ten.-All forces-250(lb)or less except when shown. TOP CHORD 1-21=-274/0,12-13=-282/0,2-29_7968/0,3-29.-796810,3.4—796810,4-30-796810.5-30=496810,5-31=-11861/0, 6-31=-11661/0,6-32 14804/0,7-32=-14804/0,7-33=-U80410,8-33--14804/0,69=-1 6643JO.9-10=-16643/0, 10-34=-i 6471/0,11-34=16471/0 BOT CHORD 21-22=0/4345,20-22=0/4345,20-23=0/11861,19-23=0/11861,18-19=0/1 1861,18-24=0/11861,17-24=0/11861, 17-25=01i 1861,16-25=0/1 1861,15-16=0116000,15-26=0/16000,14-26=0/16000,14-27=019583,13-27=0/9583 WEBS 2-21=-4835/0,2-20=0/4030,111-1 3-10693/0,11-14=0/81 94.8-14=-77/1301,8-16=-1570/0,5-20=-4432/0, 10-14=-4693/0,6-17>948/0,5-18=0/886,7-16=-536/0,6-16=0/3611 NOTES- 1)Fasten trusses-together to act as a single unit as per standard industry detail,or loads are to be evenly applied to all plies. 2)Unbalanced floor live loatls have been considered for this design. 3)All plates are MT20,pl6tes unless othaMise indicated: 4)All plates are 3x6 MT20 unless otherwise Indicated. 5)This truss is designed in accordance with the 2015 Inlemaiional Building Code section 2306.1'and referenced standard ANSI/TPI 1. B)This truss has been designed for a moving concentrated load of 250.01b live located at all,mld p0nels and at all panel,poinls along the Top Chorti,and Bottom Chord,nonconcurrent with any other live loads. 7)Racotflmend 2x6 str6nobacks,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. 8)Hanger(s)or other connection dovice(s)shall be provided sufficient to support concentrated load(s)4648 lb down at 17-0-10 on top chord:,The-design/selecUon'of such-connection device(s)is the responsibility of others. 9)In the LOAD CASES)sections loads applied to the' face'of the'douss are+noted as front,(F)or back(B). LOAD CASE(S) Standard 1)Dead+Flpor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:13-21=-20,1-12=-104 Concentrated Loads(lb) Vert:10=4568(F) lob 'truss---� ---Tru`ssType `----- --- �-----ply --._---�-----_ _-._—�_ -- 35970F2 BUILDING B FLOOR F19 FLOOR GIRDER 2 2 Job Reference o tional) nlvarsBt Componant Carp,Exsi Haven.CT 06512.JayJohnsan 8.010 s Apr 29 2016 6gJo Industries•Uta TUc Jul r6 16X8 06 2x19 Pait�o� ID:uUe zvrz u02rOXWGcWZSBYJjGlWB•x6gJoJO?PvlglxlPsgg71xt2J1rivFFZ6sNz4gyxRry 2.6.0 Scale=1 31.6 Speciai 1.5x3 11 1 5x3 II 808MT18H= 44 II 4x4= 1.5x3 Il 4x6— 3x6 FP= 4x10= 1x4 II 1 22 2 23 3 24 4 25 5 26 6 27 7 8 28 9 29 10 \_ Rj 00 12 6 18 16 15 19 14 20 13x6 FP— 21 = = 6x8 MTiBH= 3x8 6x8 5x6 11 MT18H FP= 6xB— 12x12= — _ a-510 810.8 s•e•0 13-7-6 18 9 0 t r— 4-5:10— 1 1.4.14 2-7-8 5.1-8 _ 5.1.8 Plate Offsetsp(yl•• L3:0 2.0 E= dne1, 16:0 5.0 Ed LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Ildefl Ud PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TO 0.48 Vert(LL) -0.20 14 >999 360 MT20 197/144 TCDL 12.0 Lumber DOL 1.00 BC 0.33 Vert(CT) -0.31 14 >725 240 MT18H 197/144 BCLL 0.0 Rep Stress Incr NO WB 0.90 Horz(CT) 0.04 11 n/a n/a Weight.229 Ib FT=20%F,11%E BCDL 100 Code IBC2015[rP12014 Matrix-S _ LUMBER- BRACING- TOP CHORD 2x4 SP 285OF 2.3E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP 285OF 2.3E(flat) end verticals. WEBS 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 17=4184/0-4-6 (min 0-1-8),11=2093/0-2-4 (min.0-1-8) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except-when shown. TOP CHORD 1-17=-27510,10-11=-274/0,2-23=-1294810,3-23=-1294810,3-24-12977/0,4-24=-12977/0,4-25=-1 136410, 5-25=-11364/0,5-26=-11364/0,6-26=-1 1364/o,6-27=-6952/0,7.27=-6952/0,7-8=-6952/0,8-28=-6952/0,9-28=-695210 BOT CHORD 17-18=0[1807,16-18=0/7807,1 5-1 6=0/1 261 0,1 5-1 9=0/1 261 0,14-19=0/12610,14-20=0/9441,13-20=0/9441I 12-13=0/3778,12-21=0/3778,11-21=0/3778 WEBS 3-16=3988/0,2-17=-8772/0,2-16=0/6321,9-11=-424 510,9-i3=0/3566,6-13=-2796/0,7-13=299/0,6-14=0/2160, 5-14=-296/0,4-16=-851501,4-14=-1400/0 NOTES- 1)Fasten trusses together to act as-a single unit as per standard industry detail,or toads are to be evenly applied to all plies. 2)All plates are MT20 plates unless otherwise indicated- 3)Provide mechanical connection(by others)at truss to bearing plate at jointis)i 1, 4)This truss Is designed in accordance with the 2015 International Building Code section 2308.1 and referenced standard ANSI/TPI 1. 5)This truss has been designed for a moving cohcentraled load of 25041b live located at all mid panels and at all panel points along the Top Chord and Bollum 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. 7)Hangers)or other connection device(s)shall be provided sufficient to support concentrated load(s)3968 Ib down at 4-5-10 on top chord. The design(seleclion of sucli connection device(s)Is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(f)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert.11-17-20,1-10=-104 Concentrated Loads(lb) Vert:3=-3968(F) Jo-U--- ` .�'Tss �FLOOR pe- �y �Piy 359701`2 BUILDING B FLOOR F20 20 1 Job Reteronco(optional,) Untvursat Componanl Corp.,East Naves,Lr 06512,Jay Johnson 8.010 s A 29 15 M IT"lnduslrias,Inc.Tuo Jul 1616:40:03 2019 P to 1 ID:uUe u0MXWGcWZ56YJjzwiGI1�J8 tUy40?OFxaQs_lipn It1NMzOxrWZNJds2As39jyxRrw 2.6.0 _ 206 I Scale=1:23 2 1x3 II 3x6= 1x3 II 3x3= 1x3 II 3x6= 1x3 II 1 17 2 is 3 19 4 S 20 5- 21 6 22 7 12 13 11 14 10 15 9 16 4x6 11 46 11 3x6 11 6x6= 46 11 13.11-14 - -13.11-14 - -Piate Offsets-(X,Y1_j10:03.0.0.0.01, if 1:0".9 0 Edge) LOADING(psf) SPACING- 1-8-0 CSI. DEFL in (loc) 1/def] Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) -0.1611-12 >999 360 MT20 197/144 TCDL 12.0 Lumber DOL 1.00 BC 0.44 Vert(CT) -0.20 11-12 >848 240 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code ISC2015/TP12014 Matrix-S Weight:69 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 oc bracing. REACTIONS. (Ib/size) 12=716/Mechanical,8=716/02-4 (min.0-1-8) FORCES. (]b)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown TOP CHORD 1-12=270/0,7-8=270/0,2-18=-1833/0,3-18=-1833/0,'3=19=1833/0,4-19=-1833/0,4-20=-1812/0,5-20=-1812/0, 5-21=-1812/0,6-21=-1812/0 BOT CHORD 12-13=0/1165,11-13=0/1165,11-14=0/1833,10-14=0/1833,10-15=0/1833,9-15=0/1833,9-16=0/1154,8.16=0/1154 WEBS 2-12=-1309/0,2-11=0(756,6-8=-1296/0,6-9=0/739,5-9=304/0,4-9=-266/289,3-11=257/25 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Rotor to girder(s)for truss to truss'cwnnections. 3)Provide mechanical connection(by others)of truss to bearing plate at joints)8. 4)This truss,is designod'in accordance with the 2015 Inlemational Building',Code section 2306.1 mid referenced standard ANSI/TPI 1. 5)This truss has been•designed for a moving coilcentrated,Ioad-of 250.0lb livo 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 lob --•Truss _ ' cuss ype 359701`2 BUILDING B FLOOR F22 FLOOR GIRDER 2 I ' Job Reference(optional) Universal Componanl Carp.,East Haven,CT 06512.JayJchnr,30.010 s Apr 29 2018 MTC-+MiStilm Inc Tue jut 18/6:46:W%? 019 PaiLe 1 ID v Ue_uD7rOXWGcWZ5BYJjzwzGI W8-Lh WSRLRthuYlcQQXoEgtvZVU6EkT61L7ogcdhg;% 2,8,0 f 0x8 Scale=1.26.3 Special Special 3x3= Special Special Special 1x3 II 5xl2MT1BH= Special 1.5x3 II Special 34= Special 1.5x3 II Special 5x12MT18H= 1x3 II 1 19 20 21 2 22 3Special 23 24 4 5 25 26 6 27 7 28 29 30 8 °p i - 17 _ _._ b 1410x10 ,I 15 13 16 1211 17 10 18 9 6x12= 3x6 11 602= 10x10 11 3x6 II IS-10-8 { 15.10.8 Plate Offsets_{Xy_Y) (9:Edne 0-1-8] (11:0 3 0.0 0-O], 14.Edge 0 1-8 LOADING(psf) SPACING- 1-8-0 CSI. DEFi_. in (loc) I/deft Ud PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TO 0.83 Vert(LL) -0.20 12 >969 360 MT20 197/144 TCDL 120 Lumber DOL 1.00 BC 0.90 Vert(CT) -0.31 12 >615 240 MT18H 197/144 BOLL 0.0 Rep Stress Incr NO WB 0.75 Horz(CT) -0.05 14 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-S Weight:1621b FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SPF 2100F 1.8E(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) 14=4054/Mechanical,9=4054/Mechanical FORCES. (lb)-Max.�Connp,/Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-14=-670/0,8-9=-670/0,2-22=-10244/0,3-22-1024410,3-23=-10244/0,23-24=-10244/0,4-24=-10244/0, 4-5=-1 154910,5-25=-1 0244/0,25-26=-1 0244/0,6-26=-1 0244/0,6-27=-10244/0,7-27=-10244/0 BOT CHORD 14-15=0/6500,13-15=0/6500,13A 6=0/1 1549,12-16=0/11549,11-12=0/1 1 549,11-17=0/11549,10-17=0/11549, 10-18=016499,9-16=016499 WEBS 2-14=-730210,2-13=0/4207,3-13=-1217/0,4-13=-1512/0,4-12=-342/368,7-9=-730210,7-10=0/4207,6-10=1217/0, 5-10=-1 51210,5-11=-342/368 NOTES- 1)Fasten muses together,to act as a single unit as per standard industry detail,or loads are to be evenly applied to all plies. 2)Unbalanced floor live'loads have been considered for this design 3)All plates are MT20 plates unless otherwise Indicated. 4)Refer to girder(s)for truss to truss connections. 5)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSNTPI 1. 6)This truss has bean designed for a moving concentrated load of 250.0I110 livo located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrenl with any other five loads. 7)Recommend 2x6 strongliacks,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 wails al,llleir outer ends,or restrained by othermeans. 8)Hanger(s)or other connection devic9(s)shall be provided sufficient to support concentrated load(s)704 Ib down at 0-5.4,700 Ib down at 2-1-4,700 Ib down at 3.9-4,700 Ib down at 5-5-4,696 Ib down at 7-1-4,695 Ib,down at 8.9-4,700 Ib down at 10-5.4,700 lb down at 12-1-4,and 700 Ib down at 13-9-4,and 704 Ib dawn at 15-5.4 on top chord. The dosign/selection of such connection devioe(s),is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)bead+Floor Live(balanced)-Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:9-14=-17,1-8=-87 Concentrated Loads(Ib) Vert:3=644(F)6=-644(F)19=-664(F)21=644(F)22=-644(F)24=-644(F)25=-644(F)27=-644(F)28=-644(F)30=-664(F) job____ I russ runs ype pty— Pty 35970F2 BUILDING B FLOOR F23 FLOOR GIRDER 2 _ __ _ 2 Job Reference(optional Unviriu, omportanlCor .,EastHaveo,CTa65t2,JayJohn-,on BDtO5Apr292016M ektndusVle Mc TucJuIt616.d6062oi9 Paget' Corp., ID:uUe uOZrOXWGcWZ5BYJjzwzGIWB•H3eGOS7DVoOrkkYMIDGI?_boi2WGaVzIF85Sd2 zRrl 0-1-8 H 1 2-6-0 I Scale=1,26.6 Special Special Special Special Special 3x3 11 Special 5x12 MT18H= 1x3 II Special 3x8= Special 1x3 II Special 5x12 MT18H= Special 1x3 11 1 17 18 19 2 20 21 3 22 4 23 24 25 5 26 6 27 28 7 co12 13 11 14 10 15 96x10 16 8 6x12 MT16H= 6x10= 3x6 11 Al MT18H= 15-10.8 l 15.10.8 Plate Offsets_(X,Y1= f6;0.5 12,Edpe1,f8�Ed a 0.3=0 L 9:0.2-O,E_4ge1,111.0-4=4 Edae) LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.95 Vert(LL) -0.19 10 >969 360 MT20 197/144 TCDL 12.0 Lumber DOL 1.00 BC 050 Vert(CT) -0.31 10 >615 240 MT18H 197/144 BCLL 0.0 Rep Stress Incr NO WB 0.93 Horz(CT) -0.04 12 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-S Weight:1751b FT=20%F,11%E LUMBER- — BRACING- TOP CHORD 2x4 SP 285OF 2.3E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SPF 210OF 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=5033/Mechanical,8=4672/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=-94710,7-8-577/0,2-20=-12326/0,2041=-1232810,3.21=12326/0,3 22=1 232610,4-22=-1 2326/0, 4-23=-12389/0,23-24=-1 2389/0,24-25=-1 2369/0,5-25=-1 2389/0,5.26==12389/0,6.26=-12389/0 BOT CHORD 12-13=0/8196,11-13=0/8195,11-14=0/1 4069,10-14=0/14064,10-15=0/i 4069,9-15=0/14069,9-16=017862,8-16=0/7862 WEBS 2-12=-9084/0,2-11=0/4644,3-11=-1 405/0,4-11=-1940/0,4-10=61/272,6-8=-8833/0,6-9=0/5087,5-9=-1438/0, 4-9=-1 870/0 NOTES- 1)Fasten trusses together to act as a single unit as per standard industry detail,or loads are to be evenly applied to all plies. 2)All plates are MT20 plates unless otherwise indicated. 3)Refer to girders)for truss to truss conrieclions. 4)This truss is designed in accordance with the 2015 Inlemational Building Code section 2306.1 and,referenced standard ANSVTPI 1. 5)This truss has been designed for a moving concentrated load of 250.Olb live totaled at all olid panels and-at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 6)Reeomniend 2x6 strongbaeks,on edge:spaced at 10.0-0 oc and fastened to each truss with 3.10d(0.131"X3")nails. Slrongbacks to be attached to walls at their outer ends br restrained by other means. 7)CAUTION,Du nuverect truss backwards. 8)Hahger(s)or'otheir connection device(s),shall be provided sufficient to support concentrated load(s)800 lb down at 0-5-4,773 Ib down at 1-9-12,7731b dowiiat 3.5.12,773,Ib dovrn at 5-1-12,773 Ib(Jown.at 6.9-12,773 Ib down at 8.5.12,773 Ib down at 10-1-12,7731b down at 11-9-12,and 773 Ib down at 13-5-0,and 778 lb down at 15-1-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced)-Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:8-12=-20,1-7=4 04 Concentrated Loads(lb) Vert:3=-773(B)6=-773(B)17=-800(B)19=-773(B)20=-773(B)22=-773(8)23=-773(B)25=-773(8)26=-773(8)28=-778(B) rb -- rr�_- 1tiss,y- 17J2 35970F2 BUILDING B FLOOR F27 FLOOR GIRDER2job Reference(optional) Univmsat Camponant Cott).,East Havan,CT 06512,Jay Johnson 8,010 s A�ppr 29"016 MTetc Indulit! inc.Tue Ju11616:4841720119 Page A - ID uUe_uOZr0XWGDWZ5BYJ)2wzGlWB IGBWMTl�aviiTu7ZOxnXYC725SgdJticSUogHIUyxArs 2.6.0 1 1.8.10 I_ 1-7-2 Scale=1.28.1 Special 3x6 FP= 1.5x3 11 5x12 MT18H= 3x3 11 3x6= 44= 1.5x3 11 48= 1.5x3 11 1 23 2 24 3 25T 4 26 5 27 6 7 28 8 _ 29 9 IV / Vd2 (b - ' - a� 1'7 Sf — a t 18 1615 19 14 20 13 21 12 11 22 - 6x8= 1006= 3x6 11 3x6 11 600= 5x6 II 3x6 FP= 3x6 FP= 4:5-1p 16.8.4 I 4.5-10. 12-2.10 Plate Offsets KY)---14:0.1-8,E�el I5:0 i=B,Edgel.Ii3:0.3-0,0 0 0] - LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (Iec) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.59 Vert(LL) -0.1714-16 >999 360 MT20 197/144 TCDL 12.0 Lumber DOL 1.00 BC 0.62 Vert(CT) -0.2714-16 >727 240 MT18H 197/144 BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(CT) 0.03 10 n/a n/a Weight-1681b FT=20%F,11%E BCDL 10.0 Code IBC2015/fP12014 Matrix-S LUMBER- BRACING- TOP CHORD 2x4 SPF 2100F 1.8E(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) 17=3060/0-4-6 (min.0-1-8),10=1764/0-4-6 (min 0-1-8) FORCES. (lb)-Max.Comp./Max.Ten -All forces 250(lb)or less except when shown. TOP CHORD 1-17-277/0,0,10=-274/0,2-24 9406/0,3-2,1 940610.3-25=9362/0.4-25=-9362/0,4-26=-8035/0.5-26=-8035/0, 527=-5589/0,6-27=-5589/0,6-7=-5589/0,7-28=-5589/0,8-28=5589/0 BOT CHORD 17-18=0/5653,16-18=015653,15-16=0/8035,15-19=0/8035,14-19=0/8035,14-20=0/8035,13-20=0/8035,13-21=0/8035, 12-21=0/8035,11-12=0/3106,11-22=013106,10-22=0/3106 WEBS 2-17=-6352/0,B-10=-3490/0,8-12=0/2790,6-12=-288127,5-12=-2969/0,5-13=011009,3-16=-3053/0,2-16=0/4591, 4-16-0/1942,4-14=-908/0 NOTES- 1)Fasten trusses"together to act as a single unit-as per standard Industry detail,or loads are to be evenly applied to all plies. 2)Unbalanced floor live loads have been considered for this design. 3)All plates are MT20 plates unless otherwise indicated. 4)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSUfPI 1. 5)This truss has been designed for a•moving concentrated load of 250.01b live located,at all nild panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrenl will any olherj live loads. 6)Recommehd 2x6 slroggbacks,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 Iheir outer ends or restrained by other means. 7)Hanger(s)or other connection devices)shall be provided sufficient 10 support concentrated load(s)2850 Ib down at 4-5-10 on top chord. The design/selection of such connection de'vice(s)is the responsibility of others. 8)In the LOAD-CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B), LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-17=20, 1-9=-1 04 Concentrated Loads(lb) Vert:3=-2770(F) loticuss T russ--Type Ory Pfy 359701`2 BUILDING B FLOOR 'F28 FLOOR GIRDER 2 2 Jab Reference.ootionaQ Unl4oiml Componanl Corp.,fast Haven,GT 0&312,Jay Johnson 8.010 sApr 29 2016 KTOX Indusldes.It<a.Tuo Jul 1616:48:06 2019 Page 1 ID-uUe_UQZr0XWGcWZSRYJ)zwzGlW8•ESIzHIU0162842itmelm4PgCysW2VLbiSa4clv,i xRn 2.6.0 Scale=1:22.2 Special Special 34= Special 1x3 II Special 410= Special 1x3 II Special 1x3 II Special 410= Special 1x3 II 1 16 17 2 16 3 4 T19 20 5 21 22 6 23 24 7 IF - - o W1 Wt 9 12 6x6- 13 11 10 14 9 15 6 6x6= 3x6 11 600= 6x6= 13.4-10 -- 13.4-10 - Plate Offsets(X,Y}- 10:0.3.0,0 Q 01 [11'0 1 8 Edgel - - LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.65 Vert(LL) -0.11 9-10 >999 360 MT20 197/144 TCDL 12.0 Lumber DOL 1.00 BC 0.65 Vert(CT) -0 17 9-10 >962 240 BCLL 0.0 Rep Stress Incr NO WB 0.56 Horz(CT) 0 03 8 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-S Weight:136 Ib FT=20%F,11%E LUMBER- BRACING TOP CHORD 2x4 SPF 210OF 1.8E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purilns, 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=2965/Mechanical,8=2874/Mechanical FORCES. (lb)-Max.Comp./Max-Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=-445(0,7-8-378/0,2-18=-7213/0,3-18=•721310,3-A=•7213/0,4-19=-7123/0,19-20=-7123/0,5-20=-7123/0, 5-21=-7123/0,2i-22=-7123/0,6-22=-7123/0 BOT CHORD 12-13=0/4833,11-13=0/4833,10-11=0/7213,10-14=0/7213,9-14=0/7213,9-15=0/4768,,8-15=0/4768 WEBS 2-12=-5430/0,2-11=0/2674,3-11=716/0,6-8=-5357/0,6-9=0/2646,5-9=-103910,4-9=-281/237,4-10=553/52 NOTES- 1)Fasten trusses together to act as a single unit as per standard industry detail,or loads are to be evenly applied to all plies. 2)Unbalanced floor live loads have been considered for this design. 3)Relei to girders)for huss,to truss,connections. 4)This truss is,designed in accordance with the 2015'Internallonal Building Code section 2306.1 and referenced standard ANSlrrPI t. 5)This truss hits been designed for a moving coneerftrated load of 250.01b live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,rionconcurrem 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.' Slrondbacks"to be attached to walls at their outer ends or restrained by other means. 7)Hanger(s)or other connection device(s)shall be provided sufficient to suppon,concentrated load(s),592 Ib dov n'at 0.8-8,5$0 Ib,down at 2-4-8.590-lb down at 4-0-8,562 lb down at 5.8.8,590 Ib down at 7-4-8;590 Ib down at 9-0.8,and 590)b-down at 10-8-8,=and 590 Ib down at 12-4-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASES) Standard 1)Dead+Floor Live,(baianced)•Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:8-12=-20,1-7=-1 04 Concentrated Loads(lb) Ve0:.2—523(F)6=-523(F)4=-523(F)16=-533(F)18=-523(F)20=-523(F)21=-523(F)24=-523(F) iOE — Tr`uss � _Truss ype _ Qty Ply 15970F2 BUILDING B FLOOR F29 FLOOR GIRDER 12 2 Job Referen c tlo onali n vprsai CpmpOnpnt Corp.,Earl Hawn,CT 06512,Jay dnhn An 8 010 s/fpr 29 2016 VOWp In!l iii O as ML dd JuBl::Up wjlx JOM ID:uUe_uOZrOXWGcWZSBYJjzw2GIW B-ieJLU2VOW0A7tGGx)CLq 7ddDTBFUpnwjlxSJOMNyxrq 2.6.0 1-8---10 Scale=1:27.5 Special 6x6= 3x6 11 3x6 FP= 3x6 FP= 3x6 11 7x10 MT18H= 3x6 11 6x6= 6x8= 3x6 I I 1 22 2 23 3 4 24 5 25 / 6 26 7 B 27 9 23 10 1 ig 16 15 19 14 20 13 12 21 6x8= 3x8 MT18H FP= 6x6= 3x6 FP= 5x6 II 10x10= 6x10= 4.5.10 16.8.4 1^ 12.240 4-5-10 Plate Offsets D(Y)-- 12:0.4-6,Edge 1 -3.0 Ed e 6:0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.23 Vert(LL) -0.14 13-14 >999 360 MT20 197/144 TCDL 12.0 Lumber DOL 1.00 BC 0.77 Vert(CT) -0.22 13-14 >888 240 MT18H 197/144 BCLL 0.0 Rep Stress Incr NO WB 068 Horz(CT) 0.04 11 n/a n/a Weight:206 Ib FT=20%F,11%E BCDL 10.0 Code IBC20i5/TPl2014 Matrix-S LUMBER- BRACING- TOP RACINGTOP 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) 17=312710-4-6 (min.0-1-8),11=178810-4-6 (min.0-1-8) FORCES. (lb)-Max.Comp./hUx.Ten.-All forces 250(ib)or less,except when shown. TOP CHORD 1-17=-28110,10-11=-27710,2-23=-9931/0,3-23=•993110;3.4�-943010,4-24=943010,5 24=9430/0,5 25=943010, '6-25=-9430/0..6-26-6057/0,7-26=;605710,7-8=•605710,8-27.-6057/0.9-27=-6057/0 BOT CHORD 17.18=016030,i6-18=0!6030.15_•16=019931,15-19 1/9931,14-1S=b/993'i, 14-20=018023,13-20=0/8023,12-13=0/3337, 12-21=013337,11-21=013337 WEBS 2-17=-6709/0,9-11=-37100,9-13=0/3027,7-13=-297/0,6-13=-2188/0,6-14=0/1565,5-14=-308/0,3-14=-599/114, 3-16=-2617/0,2-16=0/4713 NOTES- 1)Fasten trusses together to act as a single unit as per standard industry detail,or loads are to be evenly applied to all plies. 2)Ail plates are MT20 plates unles's otherwise indicated- 3)This truss is designed in accordance with'Itis 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)This truss ha_s•been designed for a moving concentrated load of 250.0Ib live located at all mid panels and at all panel,points along the Top Chord and Bottom Chord,notidohcurrent with any other live loads. 5)Recommend 2x6 slrongbacks,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)Hangers)or otfier connection device(s)shall bo provided sufficient to support concentrated load(s)2861 Ib down at 4-5-10 on top chord. The designlsotection of such connection devices)is the responsibility of,olhers._ 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 'LOADCASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=l 00 Uniform Loads(plf) Vert.11-17=-20,1-10=-104 Concentrated Loads(lb) Vert:3=-2861(B) O 2-04-12 14-05-12 21-03-00 O N F ------------- -------------- --IT02G'-E o; q o �o o I o �Q IT27 �T27mif / co O IT� Ay 4I �� iT� - I /f I i iT24 IT23 i LP A �I— o -Ts russ ype ty Y 3597082 BUILDING B ROOF G01 Common Girder 1_7 2 Job Reference(optional) Universal Componant Corp,East Haven,CT 06512,Jay Johnson 8 010 s Apr 29 2016 MiTek Industries,Inc Thu May 16 21 35 38 2019 Page 1 ID r4VZ9EIMzARStpQYPCOEBCzFrOL-PIKnnIC6HB04xfgySkEWfFgCGpS?UDvZ4rr_nLzFpSJ 10- 7-2-14 10-10-' 10 1 14-5-12 5 4- 10- 3-7-11 3-7-3 3-7-3 3-7-11 10- 46 11 Scale=1 49 6 4 12 13 12 00 12 3x6 ii 3x6 3 5 11 14 )v Ivi2 q 2I 67 0 1 W 0 1516 10 17 18 19 9 20 21 228 23 4x4= HUS26 2x4 I I 6x8= 2x4 11 HUS26 4x4= HUS26 HUS26 HUS26 HUS26 3 7-11 7 2-14 10-10-1 14-5 12 3-7-11 3 7-3 3-7-3 3-7-11 Plate Offsets(X Y)-- (2 0-0-0,0-0-41,f6 0-0-0,0-0-41,(9 0-4-0,0-4-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL(roof) 30.0 Plate Grip DOL 1.15 TC 018 Vert(LL) -004 9-10 >999 240 MT20 197/144 Snow(Pf/Pg)19.3/25.0 Lumber DOL 1 15 BC 049 Vert(CT) -0.06 9-10 >999 180 TCDL 10.0 Rep Stress Incr NO WB 039 Horz(CT) 0.02 6 n/a n/a BCLL 00 BCDL 10.0 t Code IBC2015/TP12014 Matrix-S Weight 160 Ib FT=20% 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 ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 REACTIONS. (Ib/size) 2=2474/0-5-8 (min 0-2-8),6=2571/0-5-8 (min.0-2-9) Max Horz 2=-182(LC 46) Max Uplift2=-217(LC 10),6=-228(LC 10) Max Grav2=3174(LC 2),6=3297(LC 2) FORCES. (lb)-Max.Comp/Max.Ten -All forces 250(lb)or less except when shown TOP CHORD 2-11=-3732/220,3-11=-3629/236,3-12=-2529/226,4-12=-2427/242,4-13=-2427/242, 5-13=-2529/226,5-14=-3668/241,6-14=-3750/225 BOT CHORD 2-15=-120/2406,15-16=-120/2406,10-16=-120/2406,10-17=-120/2406,17-18=-120/2406, 18-19=-120/2406,9-19=-120/2406,9-20=-67/2434,20-21=-67/2434,21-22=-67/2434, 8-22=-67/2434,8-23=-67/2434,6-23=-67/2434 WEBS 4-9=-267/3145,5-9=-1 070/150,5-8=-58/1522,3-9=-1029/145,3-10=-49/1466 NOTES- 1)2-ply truss to be connected together with 1 Od(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,TCDL=6.Opsf,BCDL=6.Opsf,h=25ft,B=45ft,L=24ft,eave=4ft,Cat.II, 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)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 6)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. 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 1t(s)2 and 6 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 250.0lb live located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. Continued on page 2 Job russruss I ype Qty Ply 359701`12 BUILDING B ROOF G01 Common Girder 1 2 Job Reference(optional) Universal Componant Corp,East Haven,CT 06512,Jay Johnson 8 010 s Appr 29 2016 MiTek Industries,Inc Thu May 16 21 35 38 2019 Page 2 ID r4VZ9E)MzARStpQYPCOEBC_ OL-PjKnnIC6HB04xfgySkEWfFgCGpS?UDvZ4rr_nLzFpSJ NOTES- 12)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 2-5-0 from the left end to 12-5-0 to connect truss(es)T11 (1 ply 2x4 SPF),T10(1 ply 2x4 SPF),T09(1 ply 2x4 SPF),T08(1 ply 2x4 SPF),T07(1 ply 2x4 SPF),T06(1 ply 2x4 SPF)to back face of bottom chord. 13)FIII 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(plf) Vert,1-4=-59,4-7=-59,2-6=-20 Concentrated Loads(Ib) Vert.16=-636(6)17=-636(B)19=-636(B)20=-636(8)22=-636(B)23=-636(B) Job russ ]TrussyGpe� ty Y 35970R2 BUILDING B ROOF G02 rder 1 2�J.bR.f.r�e.c.(.Ptlonal Universal Componant Corp,East Haven,CT 06512,Jay Johnson 8 010 s Apr 29 2016 Mi I ek Industries,Inc Thu May 16 21 35 40 2019 Page 1 ID r4VZ9EIMzARStpQYPCOEBCzFrOL-L6SXC_DNpoGoAz_I Z9H_kglXmc8Ty6PrX9K5sEzFpSF -g-11 0-1 3-7-11 7-2-14 10-10-1 14-5-12 15-4-4 b-10- 3-7-11 3-7-3 3-7-3 3-7-11 15-10-8 46 11 Scale=1 49 6 4 12 13 12 00 12 3x6 ii 3x6 3 5 11 14 2 Q 2 67 0 1 hp'' - 15 1016 17 18 9 19 20 21 8 22 23 44= 4x4= 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 3-7-3 3-7-3 3-7-11 Plate Offsets(X Y)-- [2 0-0-0,0-0-41,[6 Edge 0-0-4] [9 0-4-0,0-4-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL(roof) 300 Plate Grip DOL 1.15 TC 018 Vert(LL) -004 8-9 >999 240 MT20 197/144 Snow(Pf/Pg)19.3/25.0 Lumber DOL 1 15 BC 0.49 Vert(CT) -006 8-9 >999 180 TCDL 100 Rep Stress Incr NO WB 0.39 Horz(CT) 0.02 6 n/a n/a BCLL 00 ' Code IBC2015/TP12014 Matrix-S Weight 160 Ib FT=20 BCDL 10.0 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) 2=2570/0-5-8 (min 0-2-9),6=2474/0-5-8 (min 0-2-8) Max Horz2=-1 82(LC 8) Max Uplift2=-228(LC 10),6=-217(LC 10) Max Grav2=3297(LC 2),6=3174(LC 2) FORCES. (lb)-Max.Comp/Max.Ten -All forces 250(lb)or less except when shown. TOP CHORD 2-11=-3750/225,3-11=-3668/241,3-12=-2529/226,4-12=-2427/242,4-13=-2427/242, 5-13=-2529/226,5-14=-3630/236,6-14=-3732/220 BOT CHORD 2-15=-123/2434,10-15=-123/2434,10-16=-1 23/2434,16-17=-123/2434,17-18=-123/2434, 9-18=-123/2434,9-19=-64/2406,19-20=-64/2406,20-21=-64/2406,8-21=-64/2406, 8-22=-64/2406,22-23=-64/2406,6-23=-64/2406 WEBS 4-9=-267/3145,5-9=-1029/145,5-8=-51/1466,3-9=-1070/150,3-10=-57/1522 NOTES- 1)2-ply truss to be connected together with 1 Od(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,TCDL=6 Opsf,BCDL=6 Opsf,h=25ft,B=45ft,L=24ft,eave=4ft,Cat II, 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)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 6)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. 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 and 6 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 Continued on page 2 Job russ russ ype Qty y n 3597OR2 BUILDING B ROOF G02 Common Girder 1 2 Job Reference(optional) Universal Component Corp,East Haven,CT 06512,Jay Johnson 8 010 s Apr 29 2016 MiTek Industries,Inc Thu May 16 21 35 40 2019 Page 2 ID r4VZ9EtMzARStpQYPCOEBCzFrOL-L6SXC_DNpoGoAz_IZ9H_kglXmc8Ty6PrX9K5sEzFpSF NOTES- 12)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 12-0-12 to connect truss(es)T06(1 ply 2x4 SPF),T07(1 ply 2x4 SPF),T08(1 ply 2x4 SPF),T09(1 ply 2x4 SPF),T10(1 ply 2x4 SPF),T11 (1 ply 2x4 SPF)to back face of bottom chord 13)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(plf) Vert 1-4=-58,4-7=-58,2-6=-20 Concentrated Loads(lb) Vert 15=-636(8)16=-636(B)18=-636(B)19=-636(B)21=-636(8)22=-636(8) oTruss Truss Type ty y 35970R2 BUILDING B ROOF H01 Half Hip Girder 2 P7 Job Reference(optional) Universal Componant Corp,East Haven,CT 06512,Jay Johnson 8 010 s Apr 29 2016 MiTek Industries,Inc Thu May 16 21 35 42 2019 Page 1 ID r4VZ9E1MzARStpQYPCOEBCzFrOL-HVaHdfFdLQWWQH8IhaJSp5gnmQmvQ6F8'2TpCw6zFpSF 2-4-8 4-4-8 6-6-12 2-4-8 2-0-0 2-2-4 Scale=1 12 3 44= 300 12 1x4 II x 9 3 ITR10 8 T2 1 T1 W1 V�3 6 61 11 7 12 6 13 5 4x6 11 1x4 11 1 x4 11 Special NAILED 44= NAILED 0-4-8 2-4-8 4-4-8 6-6-12 0-4-8 2-0-0 2-0-0 2-2-4 Plate Offsets(X Y)-- (1 0-0-7 0-1-6] f1 0-0-12,1-0-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL(roof) 300 Plate Grip DOL 1.15 TC 0.53 Vert(LL) -0.07 6-7 >999 240 MT20 197/144 Snow(Pf/Pg)19 3/25.0 Lumber DOL 1.15 BC 0.68 Vert(CT) -0 11 6-7 >677 180 TCDL 10.0 Rep Stress Incr NO WB 0.04 Horz(CT) 0.01 5 n/a n/a BCLL 0.0 BCDL 10.0 r Code IBC2015/TPI2014 Matrix-S Weight 18 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(5-10-12 max) 2-4. WEBS 2x4 SPF No.2`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W3 2x4 SP 2400F 2.0E MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left.2x4 SPF No.2 Installation guide REACTIONS. (Ib/size) 5=443/Mechanical,1=391/0-4-8 (min.0-1-8) Max Horz 1=24(LC 11) Max Uplift5=-94(LC 8),1=-81(LC 8) Max Grav5=534(LC 2),1=478(LC 2) FORCES. (lb)-Max Comp/Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=-865/153,2-8=-833/157,2-9=761/151,3-9=-763/151,3-10=-761/150,4-10=-761/150, 4-5=-334/56 BOT CHORD 1-11=-141/791,7-11=-141/791,7-12=-138/761,6-12=-138/761,6-13=138/761, 5-13=-138/761 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),cantilever left and right exposed,end vertical left and right exposed;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,Lu=50-0-0,Min flat roof snow load governs 4)Unbalanced snow loads have been considered for this design 5)Provide adequate drainage to prevent water ponding. 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)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)5. 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at ft(s)1 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)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14)"NAILED"indicates 3-10d(0 148"x3")or 3-12d(0.148"x3.25")toe-nails For more details refer to MITek's ST-TOENAIL Detail. 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)205 Ib down and 82 Ib up at 2-4-8 on bottom chord The design/selection of such connection device(s)is the responsibility of others. 16)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B) 'Continued on page 2 Job russ I russ I ype ty y 35970R2 BUILDING B ROOF H01 Half Hip Girder 2 1 Job Reference(optional) Universal Componant Corp,East Haven,CT 06512,Jay Johnson 8 010 s Apr 29 2016 MiTek Industries,Inc Thu May 16 21 35 42 2019 Page 2 ID r4VZ9EtMzARStpQYPCOEBCzFrOL-HVaHdfFdLQWWOH81haJSp5gnmQmvQ6F8?TpCw6zFpSF LOAD CASE(S) Standard 1)Dead+Snow(balanced) Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert.1-2=-59,2-4=-59,1-5=-20 Concentrated Loads(lb) Vert 5=-87(F)7=-180(F)6=-78(F) Job russruss ype ty y ---jT Job Reference(optional) 35970R2 BUILDING B ROOF H02 Half Hip 2 1 Universal Componant Corp,East Haven,CT 06512,Jay Johnson 8 010 s Ar,OL 2016 MiTek Industries,Inc Thu Mayy 16 21 35 43 2019 Page 1 - ID.r4VZ9EIMzARStpQYPCOEBCzFrOL-IhBgr�GF61eN1 QIvEHghMJNzOgAC9Y91E7YISZzFpSE 4-4-8 6-6-12 4-4-8 2-2-4 Scale=1 12 3 5x6= x 300 12 y 7 T2 6 Ll T1 W3 N 1 W1 W2 1 B1 4x6 II 10 5 11 4 1x4 II 44= 44= 0-4-8 4-4-8 6-6-12 0-4-8 4-0-0 2-2-4 Plate Offsets(X Y)-- I1 0-0 7 0 1-61 I1 0-0-12,1-0-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL(roof) 30.0 Plate Grip DOL 1 15 TC 0.47 Vert(LL) -0.06 1-5 >999 240 MT20 197/144 Snow(Pf/Pg)19.3/25.0 Lumber DOL 1.15 BC 0.42 Vert(CT) -0.07 1-5 >999 180 TCDL 100 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 4 n/a n/a BCLL 0.0 ' Code IBC2015/TPI2014 Matrix-S Weight 21 Ib FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.) 2-3. WEBS 2x4 SPF No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left 2x4 SPF No 2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4=244/Mechanical,1=244/0-4-8 (min 0-1-8) Max Horz 1=42(LC 15) Max Uplift4=-36(LC 12),1=-24(LC 12) Max Grav4=375(LC 58),1=375(LC 53) FORCES. (lb)-Max.Comp./Max.Ten -All forces 250(lb)or less except when shown. TOP CHORD 1-6=-484/67,6-7=-474/6812-7=-469/7313-4=-270/48 BOT CHORD 1-10=-121/455,5-10=-121/455,5-11=-127/427,4-11=-127/427 WEBS 2-5=0/323,2-4=-498/131 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)0-2-4 to 3-2-4,Interior(1)3-2-4 to 4-4-8,Extenor(2)4-4-8 to 6-5-0 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,Lu=50-0-0,Min flat roof snow load governs. 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 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)Refer to girder(s)for truss to truss connections 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4. 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1.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 250.0Ib 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)Graphical purlln representation does not depict the size or the orientation of the purlln along the top and/or bottom chord LOAD CASE(S) Standard Job russ Truss Type Qty ply Job Reference(optional) 35970R2 BUILDING B ROOF J01 Jack-Closed 2 1 Universal Componant Corp,East Haven,CT 06512,Jay Johnson 8 010 s Apr 29 2016 MiTek Industries,Inc Thu Mayy 16 21 35 45 2019 Page 1 ID r4VZ9E1MzARStpQYPCOEBCzFrOL-i3FQFhHVeLv5HktlMis9RkSM4duldTfahRisXRzFpSC 3-2-13 3-2-13 2 12 122 3 2x4 11 Scale=17 9 6 TI1 1 131 4x4= >< 7 3x8 11 5 2x4 11 4 0-6-0 3-2-13 0 6-0 2-8-13 Plate Offsets(X,Y)-- [1.0-1-5,0-1-71,[1 0-2-5,Edge1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL(roof)' 30.0 Plate Grip DOL 1.15 TC 027 Vert(LL) -002 1-5 >999 240 MT20 197/144 Snow(Pf/Pg)19 3/25 0 Lumber DOL 1 15 BC 029 Vert(CT) -0.03 1-5 >999 180 TCDL 100 Rep Stress Incr YES WB 000 Horz(CT) 0.00 5 n/a n/a BCLL 0.0 BCDL 10.0 f Code IBC2015/TPI2014 Matrix-S Weight 10 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-13 oc purlins, except BOT CHORD 2x4 SPF No.2 end verticals. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left 2x4 SPF No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5=128/Mechanical,1=105/0-6-6 (min.0-1-8) Max Horz 1=28(LC 13) Max Uplift5=-23(LC 12),1=-16(LC 12) Max Grav5=315(LC 33),1=303(LC 34) FORCES. (lb)-Max Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-283/101 NOTES- 1) OTES1)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 Corner(3)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 Il,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)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at 1t(s)5 and 1 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 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 typly 35970R2 BUILDING B ROOF J02 Jack-Closed 6 1 Job Reference(optional) Universal Comp Corp,East Haven,CT 06512,Jay Johnson 8.010 s Apr 29 2016 MiTek Industries,Inc Thu May 16 21 35 46 2019 Page 1 ID r4VZ9EIMzARStpQYPCOEBCzFrOL-AGpoT117PelyuuRUwOOO_x?ZD1GhMwvkw5nP3uzFpSE 2-4-8 2-4-8 2x4 II Scale 1 5"=1' 3 00 12 2 3 6 1 T1 1 131 4x446 4x6 11 5 2x4 11 4 0-4-8 2-4-8 r 0-4-8 2-0-0 - Plate Offsets(X Y)-- (1.0-0-7 0-1-61 (1 0-0-12,1-0-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL(roof) 30.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -001 1-5 >999 240 MT20 197/144 Snow(Pf/Pg)19.3/25 0 Lumber DOL 1 15 BC 0.18 Vert(CT) -0.01 1-5 >999 180 TCDL 100 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 5 n/a n/a BCLL 0.0 ' Code IBC2015/TP12014 Matrix-S Weight 7 Ib FT=20% BCDL 100 LUMBER- BRACING- TOP CHORD 2x4 SPF No 2 TOP CHORD Structural wood sheathing directly applied or 2-4-8 oc purlins, except BOT CHORD 2x4 SPF No 2 end verticals WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MITek recommends that Stabilizers and required cross bracing Left*2x4 SPF No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5=98/Mechanical,1=74/0-4-8 (min 0-1-8) Max Horz 1=27(LC 13) Max Uplifts=-11(LC 12),1=-5(LC 12) Max Gravy=300(LC 32),1=288(LC 33) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-275/69 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=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 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)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at)t(s)5 and 1.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 2306 1 and referenced standard ANSI/TPI 1 9)This truss has been designed for a moving concentrated load of 250.O1b 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 ob rus Type 35970R2 BUILDING B ROOF J035S Jack-Closed 2 ty y 1 Job Reference(optional) Universal Componant Corp,East Haven,CT 06512,Jay Johnson 8 010 s APPr 29 2016 MiTek Industries,Inc Thu May 16 21 35 47 2019 Page 1 ID r4VZ9EIMzARStpOYPCOEBCzFrOL-eSNAgNJmAy9pW2OhT7vdW9YIORdT5N9t81WzbKzFpSA -1-6-2 1-5-7 1-6-2 1-5-7 Scale=1 10 5 2x4 11 4 3 696 12 8 2 W2 T1 B1 1 7 6 3x6 11 9 2x4 11 5 1-5-7 1-4-15 Plate Offsets(X,Y)-- (7 0-3-8,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/defl L/d PLATES GRIP TCLL(roof) 30.0' Plate Grip DOL 1.15 TC 022 Vert(LL) -0.00 6 >999 240 MT20 197/144 Snow(Pf/Pg)19.3/25.0 Lumber DOL 1.15 BC 0.08 Vert(CT) -0 00 6 >999 180 TCDL 10.0 Rep Stress Incr YES WB 000 Horz(CT) 0.00 5 n/a n/a BCLL 00 BCDL 10.0 t Code IBC2015/TP12014 Matrix-S Weight 7 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 1-5-7 oc purlins, except BOT CHORD 2x4 SPF No.2 end verticals. WEBS 2x4 SPF No 2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be Installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 7=209/0-8-7 (min 0-1-8),5=-10/Mechanical Max Horz7=60(LC 15) Max Upllft7=-88(LC 16),5=-36(LC 20) Max Grav7=330(LC 32),5=205(LC 34) FORCES. (lb)-Max Comp./Max.Ten -All forces 250(lb)or less except when shown. TOP CHORD 2-7=-311/154 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=4ft;Cat.ll, Exp B,enclosed,MWFRS(directional)and C-C Corner(3)zone,cantilever left and right exposed,end vertical left and right exposed,C-C for members and forces&MWFRS for reactions shown,Lumber D0L=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 Il,Exp B,Partially Exp.;Ct=1 1 3)Unbalanced snow loads have been considered for this design. 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)7. 9)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 10)This truss is designed in accordance with the 2015 International Budding Code section 2306 1 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 russ 'US s ype ty �P71 35970R2 BUILDING B ROOF J04 Jack-Closed 2 Reference(optional) Universal Componant Corp,East Haven,CT 06512,Jay Johnson 8 010 s APPr,29 2016 MiTek Industries,Inc Thu May 16 21 35 49 2014 Page 1 ID r4VZ9E1MzARStpQYPCOEBCzFrOL-arVx53K0iZPWILA3bYx5cad41 EHYZHfAc3?4gCzFpSE -1-0-14 1-11-3 1-0-14 1-11-3 Scale=1 10 6 2x4 11 4 3 696 12 7 W1 T1 2 B1 1 8 6 2x4= 2x4 11 5 1-11-3 1-10-15 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 0.14 Vert(LL) -0.01 2-6 >999 240 MT20 197/144 Snow(Pf/Pg)19 3/25 0 Lumber DOL 1.15 BC 0.17 Vert(CT) -0.01 2-6 >999 180 TCDL 100 Rep Stress Incr YES WB 0.00 Horz(CT) 0 00 5 n/a n/a BCLL 0.0 BCDL 10.0 f Code IBC2015/TPI2014 Matrix-S Weight 7 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 1-11-3 oc purlins, except BOT CHORD 2x4 SPF No.2 end verticals. WEBS 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 during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=159/0-6-4 (min.0-1-8),5=54/Mechanical Max Horz 2=47(LC 13) Max Uplift2=-50(LC 16),5=-5(LC 13) Max Grav2=317(LC 34),5=246(LC 33) FORCES. (lb)-Max.Comp./Max.Ten -All forces 250(lb)or less except when shown TOP CHORD 3-6=-264/47 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=4ft,Cat 11, Exp B;enclosed,MWFRS(directional)and C-C Corner(3)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 Il,Exp B,Partially Exp.,Ct=1 1 3)Unbalanced snow loads have been considered for this design 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)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at)t(s)2 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 Budding 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 Truss Type Qtyply 3597OR2 BUILDING B ROOF J05 Jack-Open 2 1 Job Reference(optional) Universal Componant Corp,East Haven,CT 06512,Jay Johnson 8 010 s Apr 29 2016 MiTek Industries,Inc Thu May 16 21 35 50 2019 Pagge 1 ID r4VZ9EIMzARStpQYPCOEBCzFrOL-213JJOLeStXNNVIG9FSK8nAGAeeYlkuKrlldCfzFpS7 -0-10-8 2-0-0 0-10-8 2-0-0 Scale=1 9 0 3 3 75 12 4x4 III 6 2 T1 w ci 1 W2 0 • o B1 7 4 5 1x4 II 3x6 11 2-0-0 2-0-0 Plate Offsets(X Y)-- 15 0-3-4,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL(roof) 300 Plate Grip DOL 1.15 TC 012 Vert(LL) -0.00 4-5 >999 240 MT20 197/144 Snow(Pf/Pg)19.3/25.0 Lumber DOL 1 15 BC 012 Vert(CT) -0.00 4-5 >999 180 BCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0 00 3 n/a n/a BCLL 0 0 ' BCDL 100 Code IBC2015/TP12014 Matrix-S Weight.7 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except BOT CHORD 2x4 SPF No.2 end verticals. WEBS 2x6 SPF No.2*Except* BOT CHORD Rigid ceding directly applied or 10-0-0 oc bracing W2 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) 5=150/0-5-8 (min 0-1-8),3=32/Mechanical,4=10/Mechanical Max Horz 5=39(LC 16) Max Uplift5=41(LC 16),3=-10(LC 16) Max Grav5=312(LC 36),3=262(LC 38),4=263(LC 41) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-292/107 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)zone,cantilever left and right exposed,end vertical left and right exposed,C-C for members and forces&MWFRS for reactions shpwn,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 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)Refer to girder(s)for truss to truss connections 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3 10)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 11)This truss Is designed In accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSIfTPI 1. 12)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. 13)Gap between Inside of top chord bearing and first diagonal or vertical web shall not exceed 0 500in LOAD CASE(S) Standard o I russ I russ I ype Qty Ply 35970R2 BUILDING B ROOF M01 Monopitch 30 1 Job Reference(optional) Universal Componant Corp,East Haven,CT 06512,Jay Johnson 8 010 s Apr 29 2016 MiTek Industries,Inc Thu May 16 21 35 52 2019 Page 1 ID.r4VZ9EIMzARStpQYPCOEBCzFrOL-_QA3k4Nu_Un5cpveGgUoDCFUhSBkleOcl1 EkHXzFpS5 5-6-12 5-6-12 2x4 11 Scale=1 12 5 2 3 300 12 7 6 5 T1 m W1 6 1 1 61 4x6 11 8 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,[1-0-0-12,1-0-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL(roof) 30.0 Plate Grip DOL 1 15 TC 0.63 Vert(LL) -017 1-4 >366 240 MT20 197/144 Snow(Pf/Pg)19.3/25 0 Lumber DOL 1 15 BC 0.65 Vert(CT) -0.22 1-4 >290 180 TCDL 100 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2015[TP12014 Matrix-S Weight 16 Ib FT=20% LUMBER- 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 ceiling directly applied or 10-0-0 oc bracing WEDGE MITek recommends that Stabilizers and required cross bracing Left 2x4 SPF No 2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4=221/Mechanical,1=205/0-4-8 (min 0-1-8) Max Horz 1=56(LC 13) Max Uplift4=-28(LC 12),1=-16(LC 12) Max Grav4=360(LC 36),1=354(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,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 Extenor(2)0-2-4 to 3-2-4,Intenor(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 11,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 at 1t(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 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 I russ ypety y 35970R2 BUILDING B ROOF M02 Monopitch 3 1 Job Reference(optional) Universal Component Corp,East Haven,CT 06512,Jay Johnson 8 010 s Apr 29 2016 MiTek Industries,Inc Thu May 1621 35 53 2019 Pagel ID r4VZ9E1MzARStpQYPCOEBCzFrOL-TckSxQNWlovyEzUggO01 mQofTsX?U5emXhzHp_4FpS4 5-6-10 5-6-10 Scale=1 12 5 2x4 11 2 3 3 00 12 7 6 5 T1 m W1 0 1 1 B1 46 II 8 4 44= 2x4 11 0-4-8 5-6-10 0-4-8 5-2-2 Plate Offsets(X,Y)-- f1.0-0-7,0-1-61,[1 0-0-12,1-0-41 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 063 Vert(LL) -0.17 1-4 >367 240 MT20 197/144 Snow(Pf/Pg)19 3/25 0 Lumber DOL 1.15 BC 0.65 Vert(CT) -0 21 1-4 >291 180 TCDL 10.0 Rep Stress Incr YES WB 000 Horz(CT) 0 00 4 n/a n/a BCLL 00 Code IBC2015/TP12014 Matrix-S Weight 16 Ib FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-10 oc purlins, except BOT CHORD 2x4 SPF No.2 end verticals. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing WEDGE MiTek recommends that Stabilizers and required cross bracing Left 2x4 SPF No.2 be Installed during truss erection,In accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4=221/Mechanical,1=204/0-4-8 (min.0-1-8) Max Horz 1=56(LC 15) Max Uplift4=-28(LC 12),1=-16(LC 12) Max Grav4=360(LC 36),1=354(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,Vult=130mph(3-second gust)Vasd=103mph,TCDL=6 Opsf;BCDL=6.Opsf;h=25ft;B=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 5-8-2 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 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 at)t(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 Building Code section 2306 1 and referenced standard ANSI/TPI 1 10)This truss has been designed for a moving concentrated load of 250.O1b 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 russype Qty y o tional Reference 35970R2 BUILDING B ROOF M03 TMonopitch Supported Gable 4 1 Job Universal Componant Corp,East Haven,CT 06512,Jay Johnson 8 010 s Apr 29 2016 MiTek Industries,Inc Thu May 16 21 35 55 2019 Page 1 - ID r4VZ9EIMzARStpQYPCOEBCzFrOL-P?sCM6PnHP9gTGeDxp2Vrrt3FfHmy_s3_?SOuszFpS2 5-6-12 5-6-12 1 2x4 11 Scale=1 12 6 3x6 II 10 3 4 3700F1_2 279 T1 CP 0 ST-I 1 131 9 NAM EMM 11 6 12 5 44= 3x6 11 2x4 11 5-6-12 5-6-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL(roof) 300 Plate Grip DOL 1 15 TC 035 Vert(LL) 000 3 n/r 120 MT20 197/144 Snow(Pf/Pg)19.3/25.0 Lumber DOL 1 15 BC 037 Vert(CT) 0.00 3 n/r 120 TCDL 10.0 Rep Stress Incr YES WB 008 Horz(CT) 0.00 5 n/a n/a BCLL 00 Code IBC2015/TP12014 Matnx-S Weight-16 Ib FT=20 BCDL 10.0 LUMBER- 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 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=147/5-2-4 (min.0-1-8),5=-259/5-2-4 (min 0-1-8),6=553/5-2-4 (min.0-1-8) Max Horz 1=56(LC 13) Max Upliftl=-9(LC 12),5=-448(LC 37),6=69(LC 12) Max Grav1=325(LC 35),5=113(LC 40),6=773(LC 32) FORCES. (lb)-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 ll, 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 II,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=1b) 5=448 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 Truss Type Qty y 35970R2 BUILDING B ROOF M04 Monopitch Supported Gable 2 1 Job Reference(optional) Universal Componant Corp,East Haven,CT 06512,Jay Johnson 8 010 s Apr 29 2016 M7ek industnes,Inc Thu May 16 21 35 56 2019 Pagel ID r4VZ9EIMzARStpOYPCOEBCzFrOL-tBQaZSQP2IHX5QCPVWZkO2QEu3eShSeCDfCxQlzFpS1 -0-10-8 5-5-8 0-10-8 5-5-8 2x4 11 Scale=1 15 4 5 375 Fl2 1x4 II 9 4 4x4% 8 3 T1 W1 ST1 2 1 1 8Ll 81 10 7 11 6 3x6 11 1 x4 11 2x4 11 I Plate Offsets(X,Y)-- (2 0-3-3,0-3-101 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL(roof) 300 Plate Grip DOL 1.15 TC, 0.30 Vert(LL) 0.00 1 n/r 120 MT20 197/144 Snow(Pf/Pg)19 3/25 0 Lumber DOL 1 15 BC 0.28 Vert(CT) 0.00 1 n/r 120 TCDL 10.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 6 n/a n/a BCLL 0.0 ' Code IBC20151TPI2014 Matrix-S Weight 19 Ib FT=20% BCDL 10.0 LUMBER- - BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-8 oc purlins, except BOT CHORD 2x4 SPF No.2 end verticals. WEBS 2x4 SPF No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing OTHERS 2x4 SPF No 2 SLIDER Left 2x4 SPF No.2 1-9-4 REACTIONS. (Ib/size) 6=33/5-5-8 (min.0-1-8),2=172/5-5-8 (min 0-1-8),7=263/5-5-8 (min.0-1-8) Max Horz2=69(LC 13) Max Uplift6=-41(LC 37),2=-32(LC 16),7=-24(LC 16) Max Grav6=266(LC 40),2=327(LC 35),7=387(LC 39) FORCES. (lb)-Max.Comp/Max Ten.-All forces 250(lb)or less except when shown TOP CHORD 5-6=-259/45 WEBS 4-7=-314/267 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 ll, Exp B,enclosed;MWFRS(directional)and C-C Corner(3)-0-10-8 to 2-1-8,Exterior(2)2-1-8 to 5-3-12 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 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. 6)Gable requires continuous bottom chord bearing 7)Gable studs spaced at 2-0-0 oc. 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)6,2,7. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13)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 Joruss russ ype ty Y 35970R2 BUILDING B ROOF MIG01 Monopitch Girder 2 1 Job Reference optional) Universal Componant Corp,East Haven,CT 06512,Jay Johnson 8 010 s A r 29 2016 MiTek Industries,Inc Thu May 16 21 35 57 2019 Page 1 ID r4VZ9EIMzARStpQYPCOEBCzFrOL-LNynoQ1piPOfanc3E4zwGyPcTwgQtmMSlxVylzFpSC 3-2-9 5-6-12 8 4 3-2-9 2-4-3 -1 2x4 11 Scale=1 12 5 3 4 300 12 9 6x14 1\ 8 2 7 T1 W3 rn 6 1 W W1 2 B1 10 11 6 12 5 HUS26 HUS26 44= 44= 0-4-8 3-2-9 5-6-12 0-4-8 2-10-1 2-4-3 Plate Offsets(X Y)-- [2 0-3-8 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 030 Vert(LL) -0.02 1-6 >999 240 MT20 197/144 Snow(Pf/Pg)19 3/25.0 Lumber DOL 1.15 BC 0.53 Vert(CT) -0.03 1-6 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.18 Horz(CT) 0.01 5 n/a n/a BCLL 0.0 ' Code IBC2015/TPI2014 Matrix-S Weight*21 Ib FT=20% BCDL 100 LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-9 oc purlins, except BOT CHORD 2x6 SPF No 2 end verticals. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceding directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5=624/Mechanical,1=529/0-4-8 (min.0-1-8) Max Horz 1=53(LC 9) Max Uplift5=-112(LC 8),1=-86(LC 8) Max Grav5=725(LC 2),1=609(LC 2) FORCES. (lb)-Max Comp./Max Ten -All forces 250(lb)or less except when shown. TOP CHORD 1-7=-1210/174,2-7=-1182/180,3-5=-277/19 BOT CHORD 1-10=-176/1134,10-11=-176/1134,6-11=176/1134,6-12=-176/1134,5-12=-176/1134 WEBS 2-6=-74/582,2-5=-1228/204 NOTES- 1)Wind ASCE 7-10,VuIt=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),cantilever left and right exposed,end vertical left and right exposed;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 Il;Exp B,Partially Exp,Ct=1 1 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)except Ot=lb)5=112. 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at It(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 Building Code section 2306.1 and referenced standard ANSI/TPI 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. 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 2-5-4 from the left end to 4-5-4 to connect truss(es)H01 (1 ply 2x4 SPF),H02(1 ply 2x4 SPF)to back face of bottom chord 12)Fill all nail holes where hanger is in contact with lumber 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard Continued on page 2 Job russ russ ype ty y 35970R2 BUILDING B ROOF MG01 Monopitch Girder 2 1 Job Reference(optional) Universal Component Corp,East Haven,CT 06512,Jay Johnson 8 010 s Apr 29 2016 MiTek Industries,Inc.Thu May 16 21 35 58 2019 Page 2 I D.r4VZ9EtMzARStpQYPCOEBCzFrOL-paYL_BRfaKXFKkModxbCTNaMtG39JOVgyh2UBzFpS' LOAD CASE(S) Standard 1)Dead+Snow(balanced)-Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert 1-3=-59,3-4=-59,1-5=-20 Concentrated Loads(lb) Vert-11=-491(6)12=-236(8) o russ russ ype ty y 35970R2 BUILDING B ROOF T01GE Common 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 Thu May 16 21 36 04 2019 Page 1 - ID r4VZ9EIMzARStpQYPCOEBCzFrOL-elvcFBWQ9A102fgyzCidiklckHNRZ?gN3u8LhrzFpRv q-10-8 25-9-2 46-6-4 47-4-12 0-10-8 25-9-2 20-9-2 0'-10-'8 Scale=1 76 6 5x6= 375 12 15 66 16 67 17 68 14 65 64 18 69 3x6 3x6 10 61 11 62 12 13 19 70 20 21 22 72 8 960 57 6 58 7 59 8 9 S 0 S 1 2 S 1 S O 9 8 73 24 74 25 75 2676 4x4 II 3x6 4 56 5 6 6 5 2729 355 3 4 4 3 � o12 1 2 1) C, 0 46 II 79 80 81 82 83 84 85 47 54 53 52 51 50 49 48 0 87 45 88 89 90 91 92 44 43 42 41 40 39 93 94 95 96 38 37 36 35 34 97 33 98 32 99 3130 100 4x4 II 5x6= 3x6= 46-6-4 46-6-4 Plate Offsets(X Y)-- [2 0-3-7,0-3-21,[28 0-2-0,0-1-121,[30 Edge 0-3-81 [47.0-3-0,0-0-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL(roof) 300 Plate Grip DOL 1.15 TC 030 Vert(LL) 0.00 28 n/r 120 MT20 197/144 Snow(Pf/Pg)19 3/25.0 Lumber DOL 1 15 BC 027 Vert(CT) -0.00 29 n/r 120 TCDL 100 Rep Stress Incr YES WB 0.29 Horz(CT) 0.00 30 n/a n/a BCLL 0.0 BCDL 10.0 ' Code IBC2015/TP12014 Matrix-S Weight 233 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No 2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SPF No 2 end verticals. WEBS 2x4 SPF No 2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing OTHERS 2x4 SPF No 2 WEBS 1 Row at midpt 16-42 SLIDER Left 2x4 SPF No 2 1-10-14 REACTIONS. All bearings 46-6-4. (lb)- Max Horz 2=133(LC 15) Max Uplift All uplift 100 Ib or less at joint(s)30,2,43,44,45,46,48,49,50,51,52,53,54,41,40,38,37, 36,35,34,33,32,31 Max Grav All reactions 250 Ib or less at)oint(s)except 30=286(LC 128),2=333(LC 60),42=326(LC 117),43=332(LC 116),44=330(LC 115),45=330(LC 114),46=330(LC 113),48=330(LC 112),49=330(LC 111),50=330(LC 110), 51=328(LC 109),52=337(LC 108),53=304(LC 107),54=396(LC 106),41=332(LC 118),40=330(LC 119),38=330(LC 120),37=330(LC 121),36=330(LC 122),35=330(LC 123),34=330(LC 124),33=329(LC 125),32=333(LC 126), 31=297(LC 127) FORCES. (lb)-Max.Comp./Max.Ten -All forces 250(lb)or less except when shown TOP CHORD 13-64=-107/265,14-64=-101/269,14-65=-1 17/294,15-65=-111/298,15-66=-126/320, 16-66=-120/324,16-67=-120/317,17-67=-126/313,17-68=-1 1 1/274,18-68=117/271, 28-30=-269/75 WEBS 16-42=-270/4,15-43=-275/119,14-44=-272/77,13-45=-273/69,12-46=-275/70, 11-48=-276170,10-49=-278/70,8-50=-279/70,7-51=-280/68,6-52=-285/76,5-53=-273/48, 4-54=-321/142,17-41=-275/117,18-40=-272f78'19-38=-273/69,20-37=-275/70, 22-36=-276/70,23-35=-278/70,24-34=-279/70,25-33=-280/69,26-32=-283/85 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=2ft,Cat II, Exp B;enclosed,MWFRS(directional)and C-C Corner(3)-0-10-8 to 2-1-8,Extenor(2)2-1-8 to 25-9-2,Corner(3)25-9-2 to 28-9-2 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) 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)Unbalanced snow loads have been considered for this design 6)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 7)All plates are 2x4 MT20 unless otherwise indicated 8)Gable requires continuous bottom chord bearing. 9)Gable studs spaced at 2-0-0 oc 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads Continued on page 2 Job russ I russ I ypety y 35970R2 BUILDING B ROOF T01GE Common 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 Thu May 16 21 36 05 2019 Page 2 ID r4VZ9E)MzARStpQYPCOEBCzFrOL-6wT_SXX2wUQFgpOBXvDsFyHnUh)gIS4XHYtvDHzFpRL NOTES- 11).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. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at Joint(s)30,2,43,44,45,46,48,49,50,51,52,53,54,41,40,38, 37,36,35,34,33,32,31 13)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. 14)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 15)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 Truss Type Qty Ply 3597OR2 BUILDING B ROOF T02 Common 22 1 Job Reference(optional) Universal Componant Corp,East Haven,CT 06512,Jay Johnson8 010 s Apr 29 2016 MiTek Industries,Inc Thu May 16 21 36 07 2019 Page 1 - ID r4VZ9E1MzARStpQYPCOEBCzFrOL-21aktCYlS5gzw6YXeKGKKNN3wVE5mFRglsMOIAzFpR,, -1-10-8 6 6 8 1+ 2 1-6 17;8-4 23-3-2 28-10-0 34-4-14 39-1_i-12 46-6 4 47,-4-12 0-10-8 6-6-8 5-6-14 5-6-14 5-6-14 5-6-14 5-6-14 5-6-14 6-6-8 0--10'8 Scale=1*76 4 3 75F2 5x6= 6 26 27 7 8x8% 24 P5 5 28 29 8x8 4 8 23 W6V17W6 30 3 9 22 21 31 32 01 2 1011 c 17 C 410= 33 20 34 19 35 18 17 36 16 37 15 14 38 13 39 12 40 4x10= 2x4 II 6x6= 48= 6x6= 2x4 II 6-6-8 12-1-6 17-8-4 23-3-2 28-10-0 34-4-14 39-11-12 46-6 4 6-6-8 5-6-14 5-6-14 5-6-14 5-6-14 5-6-14 5-6-14 6-6-8 Plate Offsets(X Y)-- (4 0-4-0,0-4-81,[8.0-4-0,0-4-81 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 0.56 Vert(LL) -0 43 15-16 >999 240 MT20 197/144 Snow(Pf/Pg)19 3/25.0 Lumber DOL 1 15 BC 0.91 Vert(CT) -0.73 15-16 >760 180 TCDL 100 Rep Stress Incr YES WB 0.75 Horz(CT) 0 21 10 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2015/TP12014 Matrix-S Weight'251 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-8 oc purlins. BOT CHORD 2x6 SPF 21 OOF 1.8E'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except B2 2x6 SPF No 2 2-2-0 oc bracing 17-19,13-15 WEBS 2x4 SPF No 2 WEBS 1 Row at midpt 7-16,5-16 MITek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=1873/0-5-8 (min.0-3-1),10=1873/0-5-8 (min.0-3-1) Max Horz 2=-79(LC 14) Max Uplift2=-146(LC 16),10=-146(LC 16) Max Grav 2=2391(LC 2),10=2391(LC 2) FORCES. (lb)-Max.Comp/Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-21=-6049/429,21-22=-5966/434,3-22=-5965/447,3-23=-5483/433,4-23=-5416/447, 4-24=-4682/415,24-25=-4616/415,5-25=-4590/425,5-26=-3830/388,6-26=-3762/399, 6-27=-3762/399,7-27=-3830/388,7-28=-4590/425,28-29=-4616/415,8-29=-4682/415, 8-30=-5416/447,9-30=-5483/433,9-31=-5965/447,31-32=-5966/434,10-32=-6049/429 BOT CHORD 2-33=-371/5630,20-33=-371/5630,20-34=-371/5630,19-34=-371/5630,19-35=-315/5173, 18-35=-315/5173,17-18=-315/5173,17-36=-246/4406,16-36=-246/4406,16-37=-247/4406, 15-37=-247/4406,14-15=-317/5173,14-38=-317/5173,13-38=-317/5173,13-39=-372/5630, 12-39=-372/5630,12-40=-372/5630,10-40=-372/5630 WEBS 6-16=-108/1807,7-16=-1201/129,7-15=0/65118-15=-959/89,8-13=0/430,9-13=-578/60, 9-12=0/341,5-16=-1201/129,5-17=0/651,4-17=-959/89,4-19=0/430,3-19=-578/60, 3-20=0/341 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.II, Exp B,enclosed,MWFRS(directional)and C-C Extenor(2)-0-10-8 to 2-1-8,Interior(1)2-1-8 to 23-3-2,Exterior(2)23-3-2 to 26-3-2 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. 6)All plates are 44 MT20 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 ft(s)2 and 10.This connection is for uplift Contir>Yuan od pageo2 consider lateral forces. Job russ Fruss Type Qty Ply 35970132 BUILDING B ROOF T02 Common 22 1 Job Reference(optional) Universal Component Corp,East Haven,CT 06512,Jay Johnson 8 010 s Apr 29 2016 MiTek Industries,Inc Thu May 16 21 36 08 2019 Page 2 ID r4VZ9EIMzARStpQYPCOEBCzprOL-WV864YZxDPogXG7fCinZtavyfvaKVihz_W6ZgczFpRr NOTES- 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 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 o r2G cuss ype ry y 35970R2 BUILDING B ROOF T02GE Common Supported Gable 6 1 Job Reference(optional) Universal Componant Corp,East Haven,CT 06512,Jay Johnson 6 010 s Apr 29 2016 MiTek Industries,Inc Thu May 16 21 36:10 2019 Page 1 ID r4VZ9EIMzARStpQYPCOEBCzFrOL-TtGtVEaB102YnaH6KSpiy? giiT7zl?GRgbguVz pRf 7-2-14 14-5-1215-4-4 10- 7-2-14 7-2-14 b-10-9 4x4= Scale 1/4"=1' 6 22 23 5 7 1200 12 24 21 4 8 20 IT3 IT3 25 3 ST2 T2 9 19 26 d1 2 1 110 i4' 0 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) [10 Edge 0-0-71 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL(roof) 30.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) 000 10 n/r 120 MT20 197/144 Snow(Pf/Pg)19.3/25.0 Lumber DOL 1.15 BC 013 Vert(CT) -0 00 10 n/r 120 TCDL 10.0 Rep Stress Incr YES WB 018 Horz(CT) 0.00 10 n/a n/a BCLL 00 ' Code IBC2015/TP12014 Matrix-S Weight 75 Ib FT=20% BCDL 100 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 at joint(s)2,10,16,17,18,14,13,12 Max Grav All reactions 250 Ib or less at joint(s)except 2=299(LC 40),10=299(LC 48),15=314(LC 60),16=331(LC 59),17=333(LC 58),18=312(LC 57),14=331(LC 61),13=333(LC 62),12=312(LC 63) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown WEBS 5-16=-282/122,4-17=-284/134,3-18=-273/133,7-14=-282/122,8-13=-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,TCDL=6.Opsf,BCDL=6.Opsf,h=25ft,B=45ft,L=24ft,eave=2ft,Cat 11, 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 ll,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)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1 13)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 35b russ russ ype y 35970R2 BUILDING B ROOF T03 Common 11 1 Job Reference(optional) Universal Componant Corp,East Haven,CT 06512,Jay Johnson 8.010 s Appr 29 2016 MiTek Industnes,Inc Thu May 16 21 36:11 2019 Pagel I D.r4VZ9ElMzARStpQYPCOEBCzFrOL-x4gFtabpW KAPOksItAKGVDXlr6cAi2YPgU KDRxzFpRc -q-10;8 6-7-15 13-0-5 19-4-12 25-92 32-7-0 39-4-14 46-6-4 47,-4-12 0-10-8 6-7-15 6-4-7 6-4-7 6-4-7 6-9-14 6-9-14 7-1-6 0-10-8 Scale=1 76.4 5x6= 375 12 7 27 28 9 46 26 6 8 309 4x6% 25 31 4 5 10 OF cc 24W6 W8 32 33 6x8 3 W4 11 12 23 1 22 t 01 2 C� C, 0 4x10= 34 21 35 20 19 18 36 37 17 38 16 3915 40 14 41 13 2x4 11 6x6= 4x8= 5x6= 6x8= 4x6= 6 7 15 , 13-0-5 19-4-12 25-9-2 32-7-0 39 4-14 46-6-4 6-7-15 6-4-7 6-4-7 6-4-7 6-9-14 6-9-14 7-1-6 Plate Offsets(X,Y)-- [13 Edge,0-2-01,(14 0-3-8,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/defl L/d PLATES GRIP TCLL(roof) 30.0 Plate Grip DOL 1.15 TC 057 Vert(LL) -0.3718-20 >999 240 MT20 197/144 Snow(Pf/Pg)19.3/25.0 Lumber DOL 1.15 BC 091 Vert(CT) -0.62 18-20 >895 180 TCDL 10.0 Rep Stress Incr YES WB 0.80 Horz(CT) 0.16 13 n/a n/a BCLL 0.0 ' Code IBC2015/TP12014 Matrix-S Weight*260 Ib FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-7 oc purlins, except BOT CHORD 2x6 SPF 2100F 1 8E`Except' end verticals B2-2x6 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2*Except* WEBS 1 Row at midpt 5-18,6-17,8-17 W13 2x6 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) 2=1873/0-5-8 (min 0-3-1),13=1873/0-5-8 (min.0-3-1) Max Horz 2=130(LC 15) Max Upllft2=-147(LC 16),13=-146(LC 16) Max Grav 2=2391(LC 2),13=2391(LC 2) FORCES. (lb)-Max.Comp./Max.Ten -All forces 250(lb)or less except when shown TOP CHORD 2-22=-6066/426,22-23=-5982/431,3-23=-5981/444,3-24=-5391/427,4-24=-5315/427, 4-5=-5254/438,5-25=-4449/400,25-26=-4373/411,6-26=-4297/412,6-27=-3449/368, 7-27=-3369/379,7-28=-3366/375,28-29=-3370/363,8-29=-3457/363,8-30=-3803/370, 9-30=-3809/367,9-31=-3869/358,10-31=-3950/357,10-32=-3612/307,32-33=-3619/295, 11-33=-3701/289,11-13=-2293/285 BOT CHORD 2-34=-432/5648,21-34=-432/5648,21-35=-432/5648,20-35=-432/5648,19-20=-366/5077, 18-19=-366/5077,18-36=-284/4175,36-37=-284/4175,17-37=-284/4175,17-38=-240/3696, 38-39=-240/3696,16-39=-240/3696,15-16=-240/3696,15-40=-242/3448,14-40=-242/3448, 14-41=-38/279,13-41=-38/279 WEBS 3-21=0/352,3-20=-674/70,5-20=0/456,5-18=-1097/102,6-18=0/723,6-17=-1372/144, 7-17=-76/1513,8-17=-800/95,8-15=-45/277,10-15=-76/367,10-14=-733/146, 11-14=-210/3275 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 Extenor(2)-0-10-8 to 2-1-8,Interior(1)2-1-8 to 25-9-2,Extenor(2)25-9-2 to 28-9-2 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 D0L=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)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 4x4 MT20 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,with BCDL=10 Opsf. Continued on page 2 Job russ I russ I ype uty ly 35970R2 BUILDING B ROOF T03 Common 11 1 Job Reference(optional) Universal Componant Corp,East Haven,CT 06512,Jay Johnson 8 010 s Apr 29 2016 MiTek Industries,Inc Thu May 16 21 36 12 2019 Page 2 ID r4VZ9EIMzARStpQYPCOEBCzFrOL-PGOdwwcRHeIFOuRURtrViQ4vbWyPRVoZu84mzNzFpRn NOTES- 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 13 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 Truss ype Qty y 35970R2 BUILDING B ROOF T04 Common 7 1 Job Reference(optional) • Universal Component Corp,East Haven,CT 06512,Jay Johnson 8 010 s Apr 29 2016 MiTek Industries,Inc Thu May 16 21 36 14 2019 Pagel ID r4VZ9E1MzARStpQYPCOEBCzFrOL-LfVOLcehpFYzFBatZluz6r9DuJdsvPHsMSZtlGzFpRI 6-7-15 13-0-5 19-4-12 25 9-2 32-7-0 39 4-14 46-6-4 47-4-12 6-7-15 6-4-7 6-4-7 6-4-7 6-9-14 6-9-14 7-1-6 0-10-8 Scale=175 8 5x6= 375 12 5 4x4% 24 25 6 4x4 z�4x6 23 4 6 27 7 8x8% 22 28 4x4 3 g cF 4x4 21 W6 W8 29 30 6x8 2 W4 9 10 20 1 ' 0 1 a 12 0 4x10= 31 19 32 18 17 16 33 34 15 35 14 3613 37 12 38 11 2x4 11 4x4= 6x6= 4x4= 48= 5x6= 4x4= 6x8= 4x6= 6 7-15 13 0 5 19 4 12 25-9 2 32-7-0 39-4-14 46-6-4 6-7-15 6-4-7 6-4-7 6-4-7 6-9-14 6-9-14 7-1-6 Plate Offsets(X Y)-- [3 0-4-0,0-4-81,[11 Edge 0-2-01 [1 2 0-3-8,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL(roof) 300 Plate Grip DOL 1 15 TC 064 Vert(LL) -0.37 16-18 >999 240 MT20 197/144 Snow(Pf/Pg)19.3/25 0 Lumber DOL 1 15 BC 0.91 Vert(CT) -0 62 16-18 >893 180 TCDL 10.0 Rep Stress Incr YES WB 0.80 Horz(CT) 0 16 11 n/a n/a BCLL 00 ' Code IBC2015lTP12014 Matrix-S Weight 259 Ib FT=20% BCDL 100 LUMBER- BRACING- TOP CHORD 2x6 SPF No 2 TOP CHORD Structural wood sheathing directly applied or 2-3-11 oc purlins, except BOT CHORD 2x6 SPF 2100F 1 8E*Except* end verticals. B2 2x6 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing WEBS 2x4 SPF No.2`Except` WEBS 1 Row at midpt 3-16,4-15,6-15 W13 2x6 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=1807/0-5-8 (min.0-2-15),11=1873/0-5-8 (min.0-3-1) Max Horz 1=129(LC 15) Max Upliftl=-1 11(LC 16),11=-146(LC 16) Max Grav 1=2302(LC 2),11=2393(LC 2) FORCES. (lb)-Max.Comp/Max.Ten.-All forces 250(lb)or less except when shown TOP CHORD 1-20=-6071/461,2-20=-6007/476,2-21=-5399/430,3-21=-5324/451,3-22=-4454/407, 22-23=-4378/418,4-23=-4302/419,4-24=-3452/372,5-24=-3371/383,5-25=-3368/375, 25-26=-3372/364,6-26=-3460/363,6-27=-3806/374,7-27=-3807/371,7-28=-3871/362, 8-28=-3952/361,8-29=-3614/310,29-30=-3621/297,9-30=-3703/292,9-11=-2294/286 BOT CHORD 1-31=436/5671,19-31=-436/5671,19-32=-436/5671,18-32=-436/5671,17-18=-367/5085, 16-17=-367/5085,16-33=-284/4180,33-34=-284/4180,15-34=-284/4180,15-35=-240/3699, 35-36=-240/3699,14-36=-240/3699,13-14=-240/3699,13-37=-242/3450,12-37=-242/3450, 12-38=-38/279,11-38=-38/279 WEBS 2-19=0/353,2-18=-691/93,3-18=0/457,3-16=-1100/107,4-16=0/725,4-15=-1375/144, 5-15=-79/1515,6-15=-800/95,6-13=-45/277,8-13=-76/368,8-12=-733/146, 9-12=-211/3277 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.11, Exp B,enclosed,MWFRS(directional)and C-C Extenor(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 25-9-2,Exterior(2)25-9-2 to 28-9-2 zone,cantilever left and right exposed,end vertical left and right exposed,C-C for members and forces&MWFRS for reactions shown, Lumber D0L=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 D0L=1 15 Plate DOL=1 15),Category ll,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)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,with BCDL=10.Opsf 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1 and 11 This connection is for uplift only and does not consider lateral forces. &This truss is desi�ned in accordance with the 2015 International Building Code section 2306 1 and referenced standard ANSI/TPI 1. ntinue on page o russruss iype ty y 35970R2 BUILDING B ROOF T04 Common 7 1 Job Reference(optional) Universal Componant Corp,East Haven,CT 06512,Jay Johnson 8 010 s Apr 29 2016 MiTek Industries,Inc Thu May 16 21 36 14 2019 Page 2 I D r4VZ9EtMzARStpQYPCOEBCzFrOL-LfVOLcehpFYzFBatZIuz6r9DuJdsvPHSMSZt1 GzFpRI NOTES- 10)This truss has been designed for a moving concentrated load of 250.0lb 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 Type tyPly 3597OR2 BUILDING B ROOF T05 Common 2 1 Job Reference(optional) Universal Componant Corp,East Haven,CT 06512,Jay Johnson8.010 s Appr 29 2016 MiTek Industries,Inc Thu Mayy�16 21 36 15 2019 Pagel ID.r4VZ9EIMzARStpOYPCOEBCzFrOL-pr3mYyeKaZhgtL936?PCf3iUw11 Nel6?b61RaizFpRI, 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 12.00 12 10 1x4 9 12 1x4 2 4 8 13 7 14 1 5 1 1 W1io 0 15 16 3x8 11 8 3x8 11 3x8= 7-2-14 14-5-12 7-2-14 7-2-14 Plate Offsets(X,Y)-- (1:Edge,0-0-71,(5 Edge,0-0-71 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL(roof) 300 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 0.70 Vert(CT) -0.31 1-6 >546 180 TCDL 10.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.01 5 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-S Weight 62 Ib FT=20% BCDL 10.0 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 10-0-0 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 2x6 SPF No 2,Right-2x6 SPF No.2 Installation guide REACTIONS. (Ib/size) 1=550/0-5-8 (min 0-1-8),5=550/0-5-8 (min 0-1-8) Max Horz 1=-170(LC 12) Max Upliftl=-34(LC 14),5=-34(LC 14) Max Grav 1=701(LC 2),5=701(LC 2) FORCES. (lb)-Max.Comp./Max Ten -All forces 250(lb)or less except when shown TOP CHORD 1-7=-777/106,7-8=-696/120,2-8=-596/123,2-9=-606/135,9-10=-501/148,3-10=-490/164, 3-11=-490/164,11-12=-501/148,4-12=-606/135,4-13=-596/123,13-14=-696/120, 5-14=-777/106 BOT CHORD 1-15=-27/502,6-15=-27/502,6-16=-9/471,5-16=-9/471 WEBS 3-6=-128/471 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)0-2-12 to 3-2-12,Intenor(1)3-2-12 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)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)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)t(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 ANSI/TPI 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 LOAD CASE(S) Standard Job Truss russ ype Qty y 35970R2 BUILDING B ROOF T06 Roof Special Girder 2 1 Job Reference o Uonal Universal Componant Corp,East Haven,CT 06512,Jay Johnson 8 010 s Apr 29 2016 MiTek Industries,Inc Thu May 16 21 36 17 2019 Page 1 ID r4VZ9E1MzARStpQYPCOEBCzFrOL-mDBWzdga6AxY6fJSEQRgkUnpgXhH6spl2QnXebzFpR 3-7-11 7-2 14 10-6-12 13 10 10 16-11-0 3-7-11 3-7-3 3-3-14 3-3-14 3-0-6 4x4= Scale=1 49 4 3 14 12 00 12 13 3x6 3x6 4 2 15 12 5x8 4x4 11 4 = NAILED 1 m HW1 1r 3x8 11 18 11 19 10 20 9 21 8 2223 7 1x4 11 5x10= 44= 1 x4 11 4x4= NAILED 3-7-117-2-14 10-6-12 13-10-10 16-1 t-0 3-7-11 3-7-3 3-3-14 3-3-14 3-0-6 Plate Offsets(X Y)-- [1 Edge 0-0-7) [5 0-5-4,0-2-81,[6-Edge,0-3-81,[10 0-3-8,0-3-0] 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 035 Vert(LL) -0.09 8-9 >999 240 MT20 197/144 Snow(Pf/Pg)19 3/25 0 Lumber DOL 1 15 BC 0.80 Vert(CT) -0.15 8-9 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.37 Horz(CT) 0.03 7 n/a n/a BCLL 00 ' Code IBC2015/TPI2014 Matrix-S Weight 82 Ib FT=20% BCDL 100 LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-14 oc purlins, except BOT CHORD 2x4 SPF No 2 end verticals,and 2-0-0 oc purlins(6-0-0 max.) 5-6. WEBS 2x4 SPF No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing WEDGE MiTek recommends that Stabilizers and required cross bracing Left 2x4 SPF No.2 be installed during truss erection,in accordance with Stabilizer Installation quide REACTIONS. (Ib/size) 7=655/0-5-8 (min.0-1-8),1=656/Mechanical Max Horz 1=180(LC 9) Max Uplift7=-41(LC 10),1=-40(LC 10) Max Grav7=832(LC 2),1=835(LC 2) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown TOP CHORD 1-12-1022/52,2-12=-915/70,2-13=-764/110,3-13=-650/137,3-14=-650/139, 4-14=-755/114,4-15=-1121/90,5-15=-1197/74,6-7=-292/37 BOT CHORD 1-18=-23/638,11-18=-23/638,11-19=-23/638,10-19=-23/638,10-20=0/802,9-20=0/802, 9-21=-106/2225,8-21=-106/2225,8-22=-98/2218,22-23=-98/2218,7-23=-98/2218 WEBS 2-11=0/327,2-10=-271/106,3-10=-127/675,4-10=-554/117,4-9=0/558,5-9=-1468/118, 5-7=-2144/104 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),cantilever left and right exposed,end vertical left and right exposed,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,Lu=50-0-0 4)Provide adequate drainage to prevent water ponding 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 ft(s)7.This connection is for uplift only and does not consider lateral forces 10)This truss is designed in accordance with the 2015 International Budding Code section 2306 1 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. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MITek's ST-TOENAIL Detail. 14)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD C/SE(S) Stydard ontmue on page Job russruss I ype Qty Ply 35970R2 BUILDING B ROOF T06 Roof Special Girder 2 1 Job Reference(optional) Universal Componant Corp,East Haven,CT 05512,Jay Johnson 6 010 s Apr 29 2016 MiTek Industnes,Inc Thu May 16 21 3617 2019 Page 2 ID r4VZ9EfMzARStpOYPCOEBCzFrOL-mDBWzdga6AXY6fJSEQRgkUnpgXhH6spl2QnXebz9pR LOAD CASE(S) Standard 1)Dead+Snow(balanced)-Lumber Increase=1.15,Plate Increase=1 15 Uniform Loads(plf) Vert.1-3=-58,3-5=-58,5-6=-58,1-7=-20 Concentrated Loads(lb) Vert.22=1(F) oTruss russ ype Qty y 35970R2 BUILDING B ROOF T07 Roof Special 2 1 Job Reference(optional) Universal Componant Corp,East Haven,CT 06512,Jay Johnson 8 010 s Apr 29 2016 MiTek Industries,Inc Thu May 16 21 36.18 2019 Page 1 - ID r4VZ9E1MzARStpQYPCOEBCzFrOL-EQIuBzhCsU3PkpueoByvHhKvBx2crCHRH4X5BlzFpRh 3-7-11 7 2-14 13-3-2 16 1_1-0 3-7-11 3-7-3 6-0-4 3-7-14 44= Scale=1.49 4 3 12 00 12 13 1X4\\ 12 14 2 11 IV 6x6= 46= 10 4 1 15 16 m HW1 3 2 5 17 9 8 18 7 19 6 3x8 11 4x4= 4x8= 46= 44 11 7-2-14 13-3-2 16-11-0 7-2-14 6-0-4 3 7-14 Plate Offsets(X Y)-- fl Edge,O 0-71 f4 0-3-0,0-3-41,f6 Edge 0-3-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL(roof) 300 Plate Grip DOL 1 15 TC 0.69 Vert(LL) -026 1-9 >777 240 MT20 197/144 Snow(Pf/Pg)19.3/25.0 Lumber DOL 1 15 BC 073 Vert(CT) -0 34 1-9 >587 180 TCDL 100 Rep Stress Incr YES WB 0.80 Horz(CT) 0 02 6 n/a n/a BCLL 00 BCDL 10.0 t Code IBC2015/TP12014 Matnx-S Weight 73 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No 2 TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc purlins, except BOT CHORD 2x4 SPF No 2 end verticals,and 2-0-0 oc purlins(4-7-0 max.) 4-5. WEBS 2x4 SPF No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MITek recommends that Stabilizers and required cross bracing Left 2x4 SPF No 2 be installed during truss erection,In accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 6=656/0-5-8 (min 0-1-8),1=656/Mechanical Max Horz 1=187(LC 13) Max Uplift6=41(LC 14),1=-40(LC 14) Max Grav 6=835(LC 2),1=835(LC 2) FORCES. (lb)-Max Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-960/116,10-11=877/117,2-11=-795/133,2-12=-782/143,12-13=-685/146, 3-13=-593/171,3-14=-685/127,4-14=-856/101,4-15=-1553/176,15-16=-1554/176, 5-16=-1556/176,5-6=-789/107 BOT CHORD 1-17=-102/615,9-17=-102/615,8-9=-212/1612,8-18=-212/1612,7-18=-212/1612 WEBS 3-9=-66/570,4-9=-1162/229,4-7=-595/143,5-7=-197/1644 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)0-0-12 to 3-0-12,Interior(1)3-0-12 to 7-2-14,Exterior(2)7-2-14 to 10-2-14, Interior(1)13-3-2 to 16-9-4 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 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,Lu=50-0-0,Min.flat roof snow load governs. 4)Provide adequate drainage to prevent water ponding 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 It(s)6.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 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 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 3597OR2 BUILDING B ROOF TOB Roof Special 2 1 Job Reference(optional) Universal Componant Corp,East Haven,CT 06512,Jay Johnson 8 010 s Apr 29 2016 MiTek Industries,Inc Thu May 16 21 36 19 2019 Page 1 ID r4VZ9E1MzARStpQYPCOEBCzFrOL-icJHOJhgdnBGMzTgLrT8pvt5gKNqaf2bVkGefTzFpRg 3 7-11 7-2-14 12-7-10 16-11-0 3-7-11' 3-7-3 5-4-12 4-3-6 44= Scale=1 49 4 3 12 00 12 13 14 1x4 12 15 2 r IV 11 5x6= 46= 4 5 10 16 17 m ' 1 v 5 N HW1 RI 18 9 8 19 7 20 3x8 11 6 3x8= 4x4= 4x6= 4x4 I] 7-2-14 12-7-10 16-11-0 7-2-14 5-4-12 4-3-6 Plate Offsets(X Y)-- (1 Edge 0-0-71 f4 0-1-12,0-3-01,f 6 Edge 0-3-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL(roof) 300 Plate Grip DOL 1.15 TC 0.58 Vert(LL) -025 1-9 >789 240 MT20 197/144 Snow(Pf/Pg)19.3/25.0 Lumber DOL 1 15 BC 0.73 Vert(CT) -0 34 1-9 >590 180 TCDL 100 Rep Stress Incr YES WB 051 Horz(CT) 0 02 6 n/a n/a BCLL 00 ' Code IBC2015/TP12014 Matrix-S Weight 75 Ib FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-1 oc purlins, except BOT CHORD 2x4 SPF No 2 end verticals,and 2-0-0 oc purlins(5-0-4 max.) 4-5 WEBS 2x4 SPF No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MITek recommends that Stabilizers and required cross bracing Left 2x4 SPF No.2 be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 6=656/0-5-8 (min 0-1-8),1=656/Mechanical Max Horz 1=195(LC 13) Max Uplift6=41(LC 14),1=-40(LC 14) Max Grav6=835(LC 2),1=835(LC,2) FORCES. (lb)-Max Comp/Max.Ten.-All forces 250(lb)or less except when shown TOP CHORD 1-10=-959/118,10-11=-876/119,2-11=-794/135,2-12=-781/145,12-13=-678/157, 3-13=-593/173,3-14=-680/132,14-15=-680/108,4-15=-833/106,4-16=-1233/150, 16-17=-1234/150,5-17=-1235/150,5-6=-789/120 BOT CHORD 1-18=-133/615,9-18=-133/615,8-9=-177/1272,8-19=-177/1272,7-19=-177/1272 WEBS 3-9=-86/596,4-9=-852/187,4-7=-555/134,5-7=-162/1349 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)0-0-12 to 3-0-12,Interior(1)370-12 to 7-2-14,Exterior(2)7-2-14 to 10-2-14, Interior(1)12-7-10 to 16-9-4 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 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,Lu=50-0-0,Min flat roof snow load governs. 4)Provide adequate drainage to prevent water ponding. 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 aVlt(s)6 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 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. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord LOAD CASE(S) Standard Job Truss russ Typety y 35970R2 BUILDING B ROOF T09 Roof Special 2 1 Job Reference(optional) Universal Componant Corp,East Haven,CT 06512,Jay Johnson 8 010 s Apr 29 2016 MiTek Industries,Inc Thu May16 21 36 21 2019 Page 1 . ID r4VZ9EIMzARStpQYPCOEBCzFrOL-e?R1 p?149PR_bGdDTGWcvKyTb83J2gouzl IInMzFpRe 3-7-11 7-2-14 12-0-2 16-11-0 3-7-11 3-7-3 4-9-4 4-10-14 4x4= Scale=1.49 4 3 XV 14 15 5x6= 4x4= 4 5 16 17 18 0 13 5 Cl) 2 19 9 8 20 7 21 3x8 II 6 3x8= 4x4= 44= 4x4 I I 7-2-1412-0-2 16-11-0 7-2-14 4-9-4 4-10-14 Plate Offsets(X Y)-- fl Edge 0-0-7] [4 0-2-4,0-3-01,f6 Edge 0-3-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL(roof) 30.0 Plate Grip DOL 1.15 TC 049 Vert(LL) -0.25 1-9 >803 240 MT20 197/144 Snow(Pf/Pg)19 3/25.0 Lumber DOL 1.15 BC 0.73 Vert(CT) -034 1-9 >594 180 TCDL 10.0 Rep Stress Incr YES WB 037 Horz(CT) 0 02 6 n/a n/a BCLL 0.0 ' Code IBC2015/fP12014 Matnx-S Weight 76 Ib FT=20% BCDL 100 LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-2 oc purlins, except BOT CHORD 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(5-1-5 max) 4-5 WEBS 2x4 SPF No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MITek recommends that Stabilizers and required cross bracing Left 2x4 SPF No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 6=656/0-5-8 (min 0-1-8),1=656/Mechanical Max Horz 1=203(LC 13) Max Uplift6=-42(LC 14),1=-39(LC 14) Max Grav6=835(LC 2),1=835(LC 2) FORCES. (lb)-Max Comp./Max.Ten -All forces 250(lb)or less except when shown. TOP CHORD 1-10=-958/120,10-11=-876/122,2-11=-793/137,2-12=-781/147,12-13=-676/160, 3-13=-672/175,3-14=-675/136,14-15=-677/116,4-15=-813/111,4-16=-1043/140, 16-17=-1044/140,17-18=-1044/140,5-18=-1046/140,5-6=-785/131 BOT CHORD 1-19=-162/615,9-19=-1 62/615,8-9=-164/1072,8-20=-164/1072,7-20=-1 64/1072 WEBS 3-9=-106/625,4-9=-688/165,4-7=-518/131,5-7=-145/1168 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 Extenor(2)0-0-12 to 3-0-12,Interior(1)3-0-12 to 7-2-14,Extenor(2)7-2-14 to 10-2-14, Intenor(1)12-0-2 to 16-9-4 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 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,Lu=50-0-0,Min flat roof snow load governs 4)Provide adequate drainage to prevent water ponding 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 It(s)6 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 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 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Type tyFly 35970R2 BUILDING B ROOF T10 Roof Special 2 1 Job Reference(optional) Universal Componant Corp,East Haven,CT 06512,Jay Johnson 8 010 s Appr 29 2016 MiTek Industries,Inc ThuMa 16 21 36 22 2019 Pagel ID r4VZ9ElMzARStpQYPCOEBCzFrOL-6B_POLklwiZrDQCPi_i rRXVd5YPbn861 ChVIKozFpRc 3 3-77-it 32- 16-11-0-1 1 -734 1 11 14- 12 5-6-6 4x4= Scale=1 49 4 3 1200 12 13 14 1x4 12 15 5x6= 4x4= 2 4 5 11 16 17 18 10 rn n 3 5 co 1 HW1 Rl 19 9 8 20 7 21 3x8 I I _ 6 3x8= 4x4 4x4= 4x4 I I 7-2-14 11-4-10 16-11-0 7-2-14 4-1-12 5-6-6 Plate Offsets(X Y)-- [1 Edge 0-0-7) [4 0-2-4,0-3-01,[6 Edge 0-3-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL(roof) 30.0 Plate Grip DOL 1.15 TC 057 Vert(LL) -0.24 1-9 >819 240 MT20 197/144 Snow(Pf/Pg)19.3/25.0 Lumber DOL 1 15 BC 0.72 Vert(CT) -0 33 1-9 >599 180 TCDL 10.0 Rep Stress Incr YES WB 030 Horz(CT) 0.01 6 n/a n/a BCLL 00 ' Code IBC2015/TP12014 Matrix-S Weight 78 Ib FT=20% BCDL 100 LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-5 oc purlins, except BOT CHORD 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(5-0-6 max) 4-5 WEBS 2x4 SPF No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MITek recommends that Stabilizers and required cross bracing Left 2x4 SPF No.2 be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 6=656/0-5-8 (min 0-1-8),1=656/Mechanical Max Horz 1=211(LC 13) Max Uplift6=-45(LC 11),1=-38(LC 14) Max Grav6=835(LC 2),1=835(LC 2) FORCES. (lb)-Max Comp./Max Ten -All forces 250(lb)or less except when shown TOP CHORD 1-10=-958/122,10-11=-876/124,2-11=-793/139,2-12=-781/150,12-13=-676/162, 3-13=-667/178,3-14=-670/148,14-15=-677/131,4-15=-795/123,4-16=-916/137, 16-17=-916/136,17-18=-916/136,5-18=-918/136,5-6=-779/142 BOT CHORD 1-19=-189/616,9-19=-189/616,8-9=-161/937,8-20=-1 61/937,7-20=-161/937 WEBS 3-9=-127/656,4-9=-600/155,4-7=-484/132,5-7=-138/1041 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 Extenor(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, Interior(1)11-4-10 to 16-9-4 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 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,Lu=50-0-0,Min flat roof snow load governs 4)Provide adequate drainage to prevent water ponding 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)t(s)6 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. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss russ ype Reference(optional) Qty y 35970R2 BUILDING B ROOF T11 Roof Special 2 1 Job Universal Componant Corp,East Haven,CT 06512,Jay Johnson 8 010 s Apr 29 2016 MiTek Industries,Inc Thu May 16 21 36 24 2019 Page 1 ID r4VZ9EIMzARStpQYPCOEBCzFrOL-2a6AR01zSKpZSkLo8O3JWyaxnL57F2?Kf?_POhzFpRb 3 7-11 7-2-14 10-9-2 16-11-0 3-7-11 3-7-3 3-6-4 6-1-14 4x4= Scale=1 49 4 3 14 12 00 12 13 1x4 12 15 6x6= 46= 4 5 2 11 16 17 10 V. 7 3 5 v 1 HWi 2 18 9 8 7 19 3z8 11 6 3x8= 44= 44= 4x4 II 7-2-1410-9-2 16-11-0 1 7-2-14 3-6-4 6-1-14 Plate Offsets(X Y)-- [1 Edge 0-0-71 [4 0-3-0,0-3-4],[6 Edge 0-3-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL(roof) 300 Plate Grip DOL 1.15 TC 068 Vert(LL) -024 1-9 >839 240 MT20 197/144 Snow(Pf/Pg)19.3/25.0 Lumber DOL 1 15 BC 072 Vert(CT) -0.33 1-9 >607 180 TCDL 100 Rep Stress Incr YES WB 028 Horz(CT) 0.01 6 n/a n/a BCLL 00 BCDL 100 Code IBC2015/TP12014 Matrix-S Weight 80 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No 2 TOP CHORD Structural wood sheathing directly applied or 5-9-6 oc purlins, except BOT CHORD 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(4-7-10 max) 4-5 WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing WEDGE MITek recommends that Stabilizers and required cross bracing Left 2x4 SPF No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 6=656/0-5-8 (min 0-1-8),1=656/Mechanical Max Horz 1=219(LC 13) Max Uplift6=-61(LC 11),1=-38(LC 14) Max Grav6=835(LC 2),1=835(LC 2) FORCES. (lb)-Max Comp/Max Ten -All forces 250(lb)or less except when shown TOP CHORD 1-10=-958/125,10-11=-876/126,2-11=-793/142,2-12=-781/152,12-13=-676/164, 3-13=-664/180,3-14=-667/162,14-15=-681/147,4-15=-781/135,4-16=-821/137, 16-17=-822/137,5-17=-823/137,5-6=-774/153 BOT CHORD 1-18=-216/617,9-18=-216/617,8-9=-164/838,7-8=-164/838 WEBS 3-9=-150/692,4-9=-558/152,4-7=-451/136,5-7=-137/945 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 Extenor(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, Interior(1)10-9-2 to 16-9-4 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 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,Lu=50-0-0,Min flat roof snow load governs. 4)Provide adequate drainage to prevent water ponding 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)t(s)6.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 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 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss russ ype ty y 35970R2 BUILDING B ROOF T12 Roof Special 2 1 Job Reference(optional) Universal Componant Corp,East Haven,CT 06512,Jay Johnson 8 010 s Apr 29 2016 MiTek Industries,Inc Thu May 16 21 36 25 2019 Page 1 ID r4VZ9EIMzARStpQYPCOEBCzFrOL-XmgYfMmbDdxP4uw_i6aY3; IS)_V6Tuflyw7zFpRE 3-7-11 7-2-14 10-1-10 16-11-0 3-7-11 3-7-3 2-10-12 6-9-6 44= Scale=1 49 4 3 14 12 00 12 13 6x6= 46= 1x4 4 5 12 2 15 16 17 1 m 10 O 5 v 1 R R2 1 18 8 19 3x8 9 7 6 3x8= 44= 44= 44 11 0-p-8 7-2-14 10-1-10 16-11-0 0- -8 7-2-6 2-10-12 6-9-6- 0-1 -9-6 Plate Offsets(X,Y)-- [1 Edge,0-0-7],f4 0-2-0,0-3-41,(6 Edge,0-3-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL(roof) 30.0 Plate Grip DOL 1.15 TC 085 Vert(LL) -022 1-9 >900 240 MT20 197/144 Snow(Pf/Pg)19 3/25.0 Lumber DOL 1 15 BC 0.70 Vert(CT) -0 31 1-9 >647 180 TCDL 100 Rep Stress Incr YES WB 029 Horz(CT) 0.01 6 n/a n/a BCLL 0.0 ' Code IBC2015/TPI2014 Matrix-S Weight 83 Ib FT=20 BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF No 2 TOP CHORD Structural wood sheathing directly applied or 5-10-6 oc purlins, except BOT CHORD 2x4 SPF No 2 end verticals,and 2-0-0 oc purlins(3-5-6 max.) 4-5. WEBS 2x4 SPF No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing WEDGE MITek recommends that Stabilizers and required cross bracing Left.2x6 SPF No.2 be Installed during truss erection,In accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 6=651/0-5-8 (min 0-1-8),1=651/0-4-9 (min.0-1-8) Max Horz 1=226(LC 13) Max Uplift6=77(LC 11),1=-36(LC 14) Max Grav6=829(LC 2),1=829(LC 2) FORCES. (lb)-Max.Comp/Max Ten.-All forces 250(lb)or less except when shown TOP CHORD 1-10=-941/125,10-11=-860/126,2-11=-779/141,2-12=-769/153,12-13=-664/166, 3-13=-649/181,3-14=-613/177,4-14=-761/165,4-15=-739/139,15-16=-739/139, 16-17=-739/139,5-17=-740/139,5-6=-763/164 BOT CHORD 1-18=-240/599,9-18=-240/599,8-9=-171/752,7-8=-171/752 WEBS 3-9=-174/717,4-9=-552/155,4-7=-411/145,5-7=-140/857 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)0-2-5 to 3-2-5,Interior(1)3-2-5 to 7-2-14,Extenor(2)7-2-14 to 10-1-10 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,Lu=50-0-0,Min flat roof snow load governs 4)Provide adequate drainage to prevent water ponding. 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 3-6-6 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)t(s)6 and 1 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 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. 10)Graphical purlln representation does not depict the size or the orientation of the purlln along the top and/or bottom chord i LOAD CASE(S) Standard I i o russ �RoofSpecial ����2 �,Mob� 35970R2 BUILDIN�BROOF T22 �Refjere��an.� gn�����Universal Component Corp,East Haven,CT 06512,Jay Johnson 8 010 s Apr 29 2016 MiTek Industnes,Inc Thu Mayy 16 2g ID r4VZ9EIMzARStpQYPCOEBCzFrOL-?yEwsinD_x3Gh1 VAGp5nbNfMZ9nBLBd6JTWTZzFpR2 3-7 11 7-2 14 10-7-4 14-6 4 3-7-11 3-7-3 3-4-6 3-11-0 44= Scale=1 49 4 3 13 12 00 12 12 6x6= 4x4= 1x4�� 11 414 5 2 15 16 IV 1 Lo9 35 VVI 1 1 3x8 11 17 8 18 7 19 6 3x8= 44= 2x4 II 7-2-14 10 7-4 1 14-6-4 7-2-14 3-4-6 3-11-0 Plate Offsets(X Y) [1 Edge 0-0-71 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/defl L/d PLATES GRIP TCLL(roof) 30.0 Plate Grip DOL 1.15 TC 034 Vert(LL) -022 1-8 >771 240 MT20 197/144 Snow(Pf/Pg)19.3/25 0 Lumber DOL 1 15 BC 068 Vert(CT) -030 1-8 >572 180 TCDL 10.0 Rep Stress Incr YES WB 0.17 Horz(CT) 001 6 n/a n/a BCLL 00 ' Code IBC2015lTP12014 Matrix-S Weight 74 Ib FT=20% BCDL 100 LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.) 4-5. WEBS 2x4 SPF No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing WEDGE MITek recommends that Stabilizers and required cross bracing Left 2x6 SPF No 2 be Installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 6=555/0-5-8 (min 0-1-8),1=555/0-5-8 (min 0-1-8) Max Horz 1=221(LC 13) Max Uplift6=41(LC 11),1=-31(LC 14) Max Grav6=707(LC 2),1=707(LC 2) FORCES. (lb)-Max Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-9=-779/114,9-10=-699/128,2-10=-598/131,2-11=-608/144,11-12=-504/156, 3-12=-493/172,3-13=-495/154,13-14=-496/139,4-14=-592/128,4-15=-466/118, 15-16=-466/118,5-16=-468/118,5-6=-666/146 BOT CHORD 1-17=-215/501,8-17=-215/501,8-18=-134/483,7-18=-134/483 WEBS 3-8=-135/458,4-7=-472/135,5-7=-128/686 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)0-2-12 to 3-2-12,Intenor(1)3-2-12 to 7-2-14,Extenor(2)7-2-14 to 10-2-14, Interior(1)10-7-4 to 14-4-8 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,Lu=50-0-0,Min flat roof snow load governs. 4)Provide adequate drainage to prevent water ponding 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)6 and 1.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 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. 10)Graphical purlln representation does not depict the size or the orientation of the purlln along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Typety y 35970R2 BUILDING B ROOF T23 Roof Special 2 1 Job Reference(optional) Universal Componant Corp,East Haven,CT 06512,Jay Johnson 8 010 s Apr 29 2016 MiTek Industnes,Inc Thu May 16 21.36 28 2019 Pagel ID r4VZ9EjMzARStpOYPCOEBCzFrOL-xLMgHOoTWYJ_.LfZNEBFhokhezTgBuXwadydXSzFpR) - -10- 3-7-11 7-2-14 11-2-12 14-6-4 10- 3-7-11 3-7-3 3-11-14 3-3-8 4x4= Scale=1 49.6 i 4 I 12 13 1200 121x4 O 14 11 6x6= 4x4= 3 6 5 16 10 n CP 3 5 Cl) 1 2 1 17 9 18 8 19 7 3x8 11 3x8= 44= 2x4 11 r 7-2-14 11-2-12 , 14-6-4 7-2-14 3-11-14 3-3-8 Plate Offsets(X Y)-- [2-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 0.37 Vert(LL) -022 2-9 >786 240 MT20 197/144 Snow(Pf/Pg)19.3/25.0 Lumber DOL 1.15 BC 0.67 Vert(CT) -0.29 2-9 >592 180 TCDL 10.0 Rep Stress Incr YES WB 0.18 Horz(CT) 0.01 7 n/a n/a BCLL 0.0 ' Code IBC2015fTP12014 Matrix-S Weight.73 Ib FT=20% j BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF No 2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SPF No 2 end verticals,and 2-0-0 oc purlins(6-0-0 max) 5-6. WEBS 2x4 SPF No 2 BOT CHORD Rigid ceding directly applied or 10-0-0 oc bracing. WEDGE MITek recommends that Stabilizers and required cross bracing Left 2x6 SPF No.2 be installed during truss erection,In accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) 7=553/0-5-8 (min.0-1-8),2=622/0-5-8 (min 0-1-8) Max Horz 2=221(LC 13) Max Uplift7=-35(LC 14),2=-68(LC 14) Max Grav7=704(LC 2),2=799(LC 2) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown TOP CHORD 2-10=-793/106,3-10=-612/121,3-11=-601/132,11-12=-496/144,4-12=-490/160, 4-13=-491/134,13-14=-492/117,5-14=-605/109,5-15=-481/107,15-116=-482/107, 6-16=-483/107,6-7=-669/132 BOT CHORD 2-17=-186/491,9-17=-186/491,9-18=-125/503,8-18=-125/503 WEBS 4-9=-101/449,5-8=-501/136,6-8=-125/723 i 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)-0-10-8 to 2-1-8,Interior(1)2-1-8 to 7-2-14,Exterior(2)7-2-14 to 10-2-14, Interior(1)11-2-12 to 14-4-8 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,Lu=50-0-0;Min.flat roof snow load governs. 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)Provide adequate drainage to prevent water ponding. 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)7 and 2.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 ANSI/TPI 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 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord LOAD CASE(S) Standard I oTruss Truss Type Qty Ply 35970R2 BUILDING B ROOF T24 Roof Special 2 1 Job Reference(optional) Universal Componant Corp,East Haven,CT 06512,Jay Johnson8 010 s Apr 29 2016 MiTek Industries,Inc Thu May 16 21 36 29 2019 Page 1 - ID r4VZ9E1MzARStpOYPCOEBCzFrOL-PXv3Ukp6HsRrYVElxyfUDOHrDMpOwLc3pHhA3uzFpRW 10 3-7-11 7 2-14 11-10 4 14-6-4 -g-11 0- 3-7-11 3-7-3 4-7-6 2-8-0 4x4= Scale=1 49 6 4 12 13 12 00 12 1x4 14 3 6x6= 4x4= 5 6 10 15 3 5 cb �1 2 1 16 9 17 8 18 7 3x8 11 3x8= 44= 2x4 11 7-2-14 11-10-4 , _14-6-4� 7-2-14 4-7-6 2-8-0 Plate Offsets(X Y)-- [2-Edge,0-0-71 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 0.45 Vert(LL) -0.22 2-9 >771 240 MT20 197/144 Snow(Pf/Pg)19.3/25 0 Lumber DOL 1.15 BC 0.67 Vert(CT) -0 29 2-9 >587 180 TCDL 100 Rep Stress Incr YES WB 0.19 Horz(CT) 0 01 7 n/a n/a BCLL 00 ' Code IBC2015(TP12014 Matrix-S Weight 71 Ib FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.) 5-6. WEBS 2x4 SPF No 2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing WEDGE MITek recommends that Stabilizers and required cross bracing Left,2x6 SPF No 2 be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 7=553/0-5-8 (min.0-1-8),2=622/0-5-8 (min.0-1-8) Max Horz 2=213(LC 13) Max Upllft7=-34(LC 14),2=-69(LC 14) Max Grav7=704(LC 2),2=799(LC 2) FORCES. (lb)-Max Comp/Max.Ten -All forces 250(lb)or less except when shown. TOP CHORD 2-10=-793/104,3-10=-677/119,3-11=-601/130,11-12=-496/143,4-12=-494/158, 4-13=-495/123,13-14=-496/103,5-14=-626/98,5-15=-498/102,6-15=-500/101, 6-7=-676/113 BOT CHORD 2-16=-157/491,9-16=-157/491,9-17=-116/526,8-17=-116/526 WEBS 4-9=-81/443,5-8=-542/139,6-8=-123/769 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, Intenor(1)11-10-4 to 14-4-8 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,Lu=50-0-0,Min flat roof snow load governs 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)Provide adequate drainage to prevent water ponding 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 20.0psf 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)t(s)7 and 2.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 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 11)Graphical purlln representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Oily y I 35970R2 BUILDING B ROOF T25 Roof Special 2 1 Job Reference(optional) Universal Component Corp,East Haven,CT 06512,Jay Johnson 8 010 s Apr 29 2016 MiTek Industries,Inc Thu May 16 21 36 30 2019 Page 1 ID r4VZ9EIMzARStpQYPCOEBCzFrOL-tkTRi4gk2AZiAfpyVfAlmDcLlm9DfneClxRlcKzFpRV -p-10-$ 3-7-11 7-2-14 12-5-12 14-6-4 10- 3-7-11 3-7-3 5-2-14 2-0-8 4x4= Scale=1 49 6 4 12 12 00 12 13 1x4 11 14 3 4x4= iV 5x6= 10 6 co 5 N 2 1 1 16 17 18 19 3x8 11 9 8 7 3x8= 4x4= 2x4 11 7-2-14 12-5-12 14-6-4 7-2-14 5-2-14 2-0-8 Plate Offsets(X,Y)-- f2 Edge,0-0-71,f5 0-1-12,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL(roof) 30.0 Plate Grip DOL 1 15 TC 0.52 Vert(LL) -0.22 2-9 >758• 240 MT20 197/144 Snow(Pf/Pg)19.3/25.0 Lumber DOL 1 15 BC 0.68 Vert(CT) -0.29 2-9 >583 180 TCDL 100 Rep Stress Incr YES WB 020 Horz(CT) 0.01 7 n/a n/a BCLL 00 ' Code IBC2015/TP12014 Matrix-S Weight 69 Ib FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.) 5-6. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceding directly applied or 6-0-0 oc bracing WEDGE MITek recommends that Stabilizers and required cross bracing Left 2x6 SPF No.2 be installed during truss erection,in accordance with Stabilizer Installation quide REACTIONS. (Ib/size) 7=553/0-5-8 (min 0-1-8),2=622/0-5-8 (min.0-1-8) Max Horz 2=206(LC 13) Max Uplift7=33(LC 14),2=-70(LC 14) Max Grav7=704(LC 2),2=799(LC 2) FORCES. (lb)-Max.Comp/Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-10=-793/102,3-10=-678/118,3-11=-601/128,11-12=-498/140,4-12=-429/156, 4-13=-500/119,13-14=-500/97,5-14=-649/93,5-15=-512/98,6-15=-514/98,6-7=-686/92 BOT CHORD 2-16=-128/491,9-16=-128/491,9-17=-110/552,8-17=-110/552 WEBS 4-9=-63/438,5-8=-595/151,6-8=-127/826 NOTES- 1) OTES1)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,Exterior(2)7-2-14 to 10-2-14, Interior(1)12-5-12 to 14-4-8 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,Lu=50-0-0,Min.flat roof snow load governs 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)Provide adequate drainage to prevent water ponding. 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 ft(s)7 and 2 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. 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 11)Graphical purlln representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard I I I o russ �Spocial tY Y 35970R2 BUILDING B ROOF T26 2 1 Job Reference(optional) Universal Componant Corp,East Haven,CT 06512,Jay Johnson 8 010 s Ai�r 29 2016 MiTek Industries,Inc Thu May 16 21 36 32 2019 Page 1 ID r4VZ9EIMzARStpQYPCOEBCzFrOL-W6 6iims_ZnqQPyzKc4CBrevJzagf7hsVVFwggDzFpRT 10- 3-7-11 7-2-14 13-1-4 14-6-4 10- 3-7-11 3-7-3 5-10-6 1-5-0 44= Scale=1 50 1 4 12 1200F1_2 1x4 200 121x4 13 11 3 4x4= 6x8= 10 6 6 3x8 II 15 9 16 8 17 7 3x8= 2x4 I I 6x6= 7-2-14 13-1-4 14-6-4 7-2-14 5-10-6 Plate Offsets(X Y) [2 Edge 0 0 71 [5 0-2-12,0-3-41 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 061 Vert(LL) -023 2-9 >747 240 MT20 197/144 Snow(Pf/Pg)19.3/25 0 Lumber DOL 1.15 BC 0.68 Vert(CT) -0 29 2-9 >582 180 TCDL 100 Rep Stress Incr YES WB 0.22 Horz(CT) 0 01 7 n/a n/a BCLL 0.0 ' Code IBC2015/TP12014 Matrix-S Weight 68 Ib FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF No 2 TOP CHORD Structural wood sheathing directly applied or 5-2-7 oc purlins, except BOT CHORD 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max) 5-6. WEBS 2x4 SPF Not BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEDGE MITek recommends that Stabilizers and required cross bracing Left 2x6 SPF No 2 be installed during truss erection,in accordance with Stabilizer Installation quide. REACTIONS. (Ib/size) 7=553/0-5-8 (min.0-1-8),2=622/0-5-8 (min 0-1-8) Max Horz 2=198(LC 13) Max Uplift7=33(LC 14),2=-70(LC 14) Max Grav7=704(LC 2),2=799(LC 2) FORCES. (lb)-Max Comp/Max Ten -All forces 250(lb)or less except when shown. TOP CHORD 2-10=-793/101,3-10=678/116,3-11=-601/126,11-12=-503/138,4-12=-431/155, 4-13=-505/116,5-13=-673/9015-14=-517/95,6-14=-519/95,6-7=-699/61 BOT CHORD 2-15=-98/49119-15=-98/49119-16=-111/580,8-16=-111/580 WEBS 4-9=-45/433,5-9=-275/161,'5-8=-676/186,6-8=-141/900 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, Interior(1)13-1-4 to 14-4-8 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,Lu=50-0-0,Min.flat roof snow load governs 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)Provide adequate drainage to prevent water ponding. 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 It(s)7 and 2 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. 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)Graphical purlin representation does not depict the size or the orientation of the purlln along the top and/or bottom chord. LOAD CASE(S) Standard Job russTruss Type City y 35970R2 BUILDING B ROOF T27 Common 3 1 Job Reference(optional) Universal Component Corp,East Haven,CT 06512,Jay Johnson 8 010 s Ar 29 2016 MiTek Industries,Inc Thu May 16 2136 33 2019 Page 1 ID r4VZ9E1MzARStpQYPCOEBCzFrOL-119ZK5scK5yH16XWAnIQOsSZO_AVsAdfjvfOCfzFpRS -P-10-$ 3-7-11 7-2-14 10-10-1 14-6-4 10- 3-7-11 3-7-3 3-7-3 3-8-3 I 44= Scale 1/4"=1'` i 4 I X200rl�2_ 11 12 IV 1x4/i 5 13 141 61 2 1 r^ 15 16 3x8 11 7 46 11 3x8= 7-2-14 14-6-4 7-2-14 7-3-6 Plate Offsets(X,Y)-- (2 Edge,0-0-7) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL(roof) 300 Plate Grip DOL 1 15 TC 0.31 Vert(LL) -025 6-7 >666 240 MT20 197/144 Snow(Pf/Pg)19 3/25 0 Lumber DOL 1 15 BC 0.70 Vert(CT) -031 6-7 >537 180 TCDL 10 0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.01 6 n/a n/a BCLL 0.0 ' Code IBC2015/TP12014 Matrix-S Weight 63 Ib FT=20% BCDL 100 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. 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) 2=619/0-5-8 (min.0-1-8),6=549/0-5-8 (min.0-1-8) Max Horz 2=178(LC 13) Max Uplift2=-71(LC 14),6=-32(LC 14) Max Grav2=795(LC 2),6=700(LC 2) FORCES. (lb)-Max.Comp./Max.Ten -All forces 250(lb)or less except when shown TOP CHORD 2-8=-793/99,3-8=-613/115,3-9=-602/126,9-10=-497/138,4-10=-488/154,4-11=-488/163, 11-12=-499/147,5-12=-604/134,5-13=-614/122,13-14=-695/107,6-14=-776/105 BOT CHORD 2-1,5=-25/495,7-15=-25/495,7-16=-5/473,6-16=-5/473 WEBS 4-7=-1 26/476 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,Extehor(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 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 20.0psf 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 jt(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 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 I I Job russ russ ype ty y 35970R2 BUILDING B ROOF T26 Roof Special 2 1 Job Reference(optional) Universal Componant Corp,East Haven,CT 06512,Jay Johnson 8 010 s Appr 29 2016 MiTek Industries,Inc Thu May 16 21 36 34 2019 Page 1 ID r4VZ9E1MzARStpQYPCOEBCzFrOL-mVlyYRtE5048fG61kVFfw3_b_NVGbYGoyZPxl6zFpRF 10 3-7-11 7-2-14 9-6-2 16-11-0 10- 3-7-11 3-7-3 2-3-4 7-4-14 4x4= Scale=1 49 6 4 14 6x12 J 44 II 13 5 6 1200r5ZI X1 12 1x4 12 15 16 17 3 W5 17 V. 11 Bit 2 1 2 1 18 10 9 19 8 20 7 3x8 I I 3x6= 4x4= 1x4 II 3x8= 7-2-14 9-6 2 16-11-0 7-2-14 2-3-4 7-4-14 Plate Offsets(X Y)-- [2 Edge 0-0-71 [5 0-6-0,0-2-61,[6 Edge 0-3-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL(roof) 30.0 Plate Grip DOL 1.15 TC 089 Vert(LL) -0 24 7-8 >814 240 MT20 197/144 Snow(Pf/Pg)19.3/25 0 Lumber DOL 1 15 BC 073 Vert(CT) -0 34 7-8 >585 180 TCDL 10.0 Rep Stress Incr YES WB 035 Horz(CT) 0 02 7 n/a n/a BCLL 00 Code IBC2015/fP12014 Matrix-S Weight,88 Ib FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF No 2 TOP CHORD Structural wood sheathing directly applied or 5-11-1 oc purlins, except BOT CHORD 2x4 SPF No 2 end verticals,and 2-0-0 oc purlins(4-10-14 max.) 5-6 WEBS 2x4 SPF No.2 BOT CHORD Rigid ceding directly applied or 10-0-0 oc bracing WEDGE WEBS 1 Row atmidpt 5-7 Left 2x6 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) 7=647/0-5-8 (min 0-1-8),2=716/0-5-8 (min.0-1-8) Max Horz 2=243(LC 13) Max Uplift7=-93(LC 11),2=-71(LC 14) Max Grav7=824(LC 2),2=918(LC 2) FORCES. (lb)-Max.Comp/Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-11=-950/115,3-11=769/130,3-12=-758/141,12-13=-653/153,4-13=-639/169, 4-14=-690/184,5-14=-755/166,6-7=-323/90 BOT CHORD 2-18=-260/585,10-18=-260/585,9-10=-178/685,9-19=-178/685,8-19=-178/685, 8-20=-1 80/683,7-20=-180/683 WEBS 4-10=-181/757,5-10=-588/155,5-8=-1 2/377,5-7=-793/151 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 Extenor(2)-0-10-8 to 2-1-8,Interior(1)2-1-8 to 7-2-14,Exterior(2)7-2-14 to 9-6-2 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 11,Exp B,Partially Exp.,Ct=1 1,Lu=50-0-0,Min.flat roof snow load governs. 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)Provide adequate drainage to prevent water ponding 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 It(s)7 and 2 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 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)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord LOAD CASE(S) Standard Job russ Truss Typety Ply 35970R2 BUILDING B ROOF T29 Roof Special 2 1 Job Reference(optional) Universal Componant Corp,East Haven,CT 06512,Jay Johnson 8 010 s Apr 29 2016 MiTek industnes,Inc Thu Mayy 16 21'36 36 2019 Pagel ID r4VZ9E1MzARStpQYPCOEBCzFrOL-itriz7vVdOKsuaG5nvH7?U43GBBd3Nx5Qtu2p_zFpRF -0-110-1 3-7-11 7-2-14 8 10 10 12-9 1 16-11-0 10- 3-7-11 3-7-3 1-7-12 310-7 4-1-15 44= Scale=1.49.6 I 4 i 14 5x6= 2x4 II 4x4= 7 13 12.00 Fl2 15 16 17 18 1x4 12 3 IVCF. IVi 4 11I V. 5 i �1 2 1 2 19 10 20 9 21 22 23 3x8 11 8 3x8= 5x8= 4x4= 7-2-148-10-10, 16-11-0 7-2-14 1-7-12 8-0-6 Plate Offsets(X,Y)-- [2 Edge,0-0-71,[9 0-4-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL(roof) 30.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0 27 8-9 >729 240 MT20 197/144 Snow(Pf/Pg)19.3/25 0 Lumber DOL 1.15 BC 0.74 Vert(CT) -0.38 8-9 >520 180 TCDL 10.0 Rep Stress Incr YES WB 0.66 Horz(CT) 0 01 8 n/a n/a BCLL 0.0 ' Code IBC2015ITP12014 Matrix-S Weight'94 Ib FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF No 2 TOP CHORD Structural wood sheathing directly applied or 5-11-0 oc purlins, except BOT CHORD 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max).5-7. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceding directly applied or 10-0-0 oc bracing. WEDGE MITek recommends that Stabilizers and required cross bracing Left 2x6 SPF No.2 be installed during truss erection,in accordance with Stabilizer Installation uide REACTIONS. (Ib/size) 8=647/0-5-8 (min 0-1-8),2=716/0-5-8 (min.0-1-8) Max Horz2=250(LC 13) Max Uplift8=-108(LC 11),2=-70(LC 14) Max Grav8=824(LC 2),2=918(LC 2) FORCES. (lb)-Max.Comp./Max Ten -All forces 250(lb)or less except when shown TOP CHORD 2-11=949/112,3-11=-768/128,3-12=-757/139,12-13=-652/151,4-13=-642/167, 4-14=-598/181,5-14=-682/173,5-15=-593/133,15-16=-593/133,6-16=-595/133, 7-8=-284/48 BOT CHORD 2-19=-283/599,10-19=-283/599,10-20=-1 82/609,9-20=-182/609,9-21=-160/439, 21-22=-1 60/439,22-23=-160/439,8-23=-160/439 WEBS 4-10=-1 77/599,5-10=586/139,6-9=-37/322,6-8=-754/186 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,BCDL=6.Opsf,h=25ft,B=45ft,L=24ft,eave=4ft,Cat.11, Exp B;enclosed,MWFRS(directional)and C-C Exterior(2)-0-10-8 to 2-1-8,Interior(1)2-1-8 to 7-2-14,Extenor(2)7-2-14 to 8-10-10 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,Lu=50-0-0;Min flat roof snow load governs 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)Provide adequate drainage to prevent water ponding 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,with BCDL=10.Opsf. 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at It(s)8 and 2.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 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. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job russ russ ypeQty Ply 35970R2 BUILDING B ROOF T30 Roof Special 2 1 Job Reference(optional) Universal Componant Corp,East Haven,CT 06512,Jay Johnson 8 010 s Apr 29 2016 MiTek Industnes,Inc Thu May 16 21 36 37 2019 Pagel - ID r4VZ9EIMzARStpQYPCOEBCzFrOL-A404ATv7OJSiWkrlPdoMYicEWbW500 EeXdbMQzFpRC -g-11 0- 3-7-ti 7-2-14 8-3-2 12-5-5 16-11-0 0- 3-7-11 3-7-3 1-04 4-2-3 4-5-11 4x4= Scale=1 49 6 4 15 5x6= 2x4 11 5 4x4= 14 16 17 18 19 1200 Fl2 1x4 13 3 V. 0 5 12 2 1 1 1F32 2011 21 10 9 22 23 24 8 3x8 II 3x8= 46= 44= 4x4= 7-2-148-3-2, 16-11-0 7-2-14 1-0-4 8-7-14 Plate Offsets(X Y)-- (2 Edge 0-0-71 LOADING(psf) SPACING- 2-0-0 CSI. DEFL In (loc) I/defl L/d PLATES GRIP TCLL(roof) 30.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL) -0.33 8-10 >608 240 MT20 197/144 Snow(Pf/Pg)19.3/25.0 Lumber DOL 1 15 BC 0.79 Vert(CT) -0.46 8-10 >429 180 TCDL 10.0 Rep Stress Incr YES WB 078 Horz(CT) 0 01 8 n/a n/a BCLL 0.0 BCDL 10.0 , Code IBC2015/TP12014 Matrix-S Weight,98 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins, BOT CHORD 2x4 SPF No 2 except end verticals,and 2-0-0 oc purlins(6-0-0 max.).5-7 WEBS 2x4 SPF No.2 BOT CHORD Rigid ceding directly applied or 8-11-2 oc bracing. WEDGE MITek recommends that Stabilizers and required cross bracing Left 2x6 SPF No.2 be Installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 8=647/0-5-8 (min.0-1-8),2=716/0-5-8 (min.0-1-8) Max Horz 2=258(LC 13) Max Uplift8=-122(LC 11),2=-69(LC 14) Max Grav8=824(LC 2),2=918(LC 2) FORCES. (lb)-Max.Comp/Max.Ten -All forces 250(lb)or less except when shown TOP CHORD 2-12=-950/110,3-12=-770/125,3-13=-758/136,13-14=-654/148,4-14=-646/164, 4-15=-594/185,5-15=-640/180,5-16=-538/137,16-17=-539/136,6-17=-541/136, 7-8=-286/53 BOT CHORD 2-20=-305/606,11-20=-305/606,11-21=-196/572,10-21=-196/572,9-10=-172/424, 9-22=-172/424,22-23=-172/424,23-24=-172/424,8-24=-172/424 WEBS 4-11=-180/694,5-11=-666/125,5-10=-233/364,6-10=-39/281,6-8=-731/199 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)-0-10-8 to 2-1-8,Intenor(1)2-1-8 to 7-2-14,Extenor(2)7-2-14 to 8-3-2 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,Lu=50-0-0,Min flat roof snow load governs 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)Provide adequate drainage to prevent water ponding. 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,with BCDL=10 Opsf. 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at)t(s)8 and 2.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 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)Graphical purlin representation does not depict the size or the orientation of the purlln along the top and/or bottom chord. LOAD CASE(S) Standard Job russruss ypeQty y 35970R2 BUILDING B ROOF T31 Roof Special 2 1 Job Reference(optional) Universal Component Corp.,East Haven,CT 06512,Jay Johnson 8 010 s Appr 29 2016 MiTek industnes,Inc Thu May 16 21 36 38 2019 Page 1 ID r4VZ9EIMzARStpOYPCOEBCzFrOL-eGySNpwl9daZ8tQUzLJb5v9Na?gIXOwOtBN9utzFpRN 10 3-7-11 7-2-14 7-7- 0 12-1-9 16-11-0 10- 3-7-11 3-7-3 0-4- 2 4-5-15 4-9-7 5x6/i Scale=1 49 5 4 5x6= 4x4= 4x4 11 1 14 1 7 7 13 1200 12 1x4 12 3 4 rn v 3 r 11 2 1 1Bi 82 18 10 9 19 20 21 3x8 I I 8 46= 44= 3x8= 7-7-10 16-11-0 7-7-10 9-3-6 Plate Offsets(X Y)-- f2 Edge 0-0-71 f4 0-2-8 Edge] f7 Edge 0-3-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL(roof) 300 Plate Grip DOL 1 15 TC 047 Vert(LL) -0.52 8-9 >385 240 MT20 197/144 Snow(Pf/Pg)19 3/25 0 Lumber DOL 1 15 BC 095 Vert(CT) -0.70 8-9 >284 180 TCDL 10.0 Rep Stress Incr YES WB 0.25 Horz(CT) '0 01 8 n,/a - n/a BCLL 00 ' Code IBC2015/TPI2014 Matrix-S Weight'86 Ib FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 5-9-9 oc purlins, except T2 2x6 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max) 5-7. BOT CHORD 2x4 SPF No 2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing WEBS 2x4 SPF No 2 WEBS 1 Row at midpt 6-8 WEDGE MiTek recommends that Stabilizers and required cross bracing Left 2x6 SPF No 2 be Installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 8=647/0-5-8 (min 0-1-8),2=716/0-5-8 (min.0-1-8) Max Horz 2=267(LC 13) Max Uplift8=-138(LC 11),2=-67(LC 14) Max Grav8=828(LC 24),2=918(LC 2) FORCES. (lb)-Max.Comp/Max.Ten.-All forces 250(lb)or less except when shown TOP CHORD 2-11=-945/105,3-11=-830/120,3-12=-744/122,12-13=-676/133,4-13=-558/150, 5-14=-485/136,14-15=-485/136,6-15=-484/136,7-8=-285/55 BOT CHORD 2-18=-324/609,10-18=-324/609,9-10=-324/609,9-19=-185/416,19-20=-185/416, 20-21=-185/416,8-21=-185/416 WEBS 6-8=-719/216 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 Extenor(2)-0-10-8 to 2-1-8,Interior(1)2-1-8 to 7-2-14,Exterior(2)7-2-14 to 7-7-10 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,Lu=50-0-0,Min flat roof snow load governs 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)Provide adequate drainage to prevent water ponding. 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,with BCDL=10 Opsf 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at 1t(s)8 and 2.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. 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')Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord LOAD CASE(S) Standard Job russ Truss Typey y 35970R2 BUILDING B ROOF T32 Roof Special 2 1 Job Reference(optional) Universal Componant Corp,East Haven,CT 06512,Jay Johnson B 010 s Apr 29 2016 MiTek Industries,Inc Thu May 16 21 36 40 2019 Page 1 - ID r4VZ9E1MzARStpQYPCOEBCzFrOL-af4DoVy?hEgHNBat4mM3AKEkAoa9?HUhKVsFylzFpRL 9-10-14 t-10- 3-3-15 6-7-7 9-0-3 7-1 16-11-0 -10- 3-3-15 3-3-8 2-4-126-7-1 i - q 7-0-2 6X14�� Scale=1.50 9 = 4x4 I f 5x6= 4 6x8 6 19 7 20 21 8 A-12 1 W61 2 23 1312 24 11 25 10 26 27 9 3x8 II 44= 1x4 11 1x4 11 4x4= 3x8= 6-7-7 9-0-3 910-14 16-11-0 6-7-7 2-4-12 0-10-11 7-0-2 Plate Offsets(X Y)-- [2 Edge 0-0-71 [4 0-3-9,0-2-81,[5 0-5-4,0-3-12],[6 0-8-4,0-3-01,[8 Edge 0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL(roof) 30.0 Plate Grip DOL 1 15 TC 0.40 Vert(LL) -019 9-10 >999 240 MT20 197/144 Snow(Pf/Pg)19 3/25.0 Lumber DOL 1 15 BC 0.64 Vert(CT) -0.25 9-10 >786 180 TCDL 10.0 Rep Stress Incr YES WB 0.31 Horz(CT) 0 01 9 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2015/TP12014 Matrix-S Weight 107 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x6 SPF No 2*Except* TOP CHORD Structural wood sheathing directly applied or 5-11-5 oc purlins, except T1 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max) 4-5,6-7,7-8. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing WEBS 2x4 SPF No.2 WEBS 1 Row at midpt 7-9 WEDGE MITek recommends that Stabilizers and required cross bracing Left 2x6 SPF No.2 be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 9=647/0-5-8 (min 0-1-8),2=716/0-5-8 (min.0-1-8) Max Horz 2=265(LC 13) Max Uplift9=136(LC 11),2=-67(LC 14) Max Grav9=824(LC 2),2=918(LC 2) FORCES. (lb)-Max Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-14=-957/105,14-15=-866/116,3-15=-792/130,3-16=-783/141,16-17=-688/153, 4-17=-681/167,4-18=-483/154,5-18=-484/153,5-19=-436/96,6-19=-413/100, 6-7=-384/155,8-9=-316/82 BOT CHORD 2-23=-337/623,13-23=-337/623,12-13=-207/522,12-24=-207/522,11-24=-207/522, 11-25=-206/524,10-25=-206/524,10-26=-204/530,26-27=-204/530,9-27=-204/530 WEBS 4-13=-24/282,7-10=0/475,7-9=-721/196 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 Extenor(2)-0-10-8 to 2-1-8,Intenor(1)2-1-8 to 6-7-7,Extenor(2)6-7-7 to 9-10-14, Interior(1)9-10-14 to 16-9-4 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 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,Lu=50-0-0,Min flat roof snow load governs 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)Provide adequate drainage to prevent water ponding 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,with BCDL=10 Opsf 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at)t(s)9 and 2 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 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)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord LOAD CASE(S) Standard Job russruss I ype Qty Ply 35970R2 BUILDING B ROOF T33 Roof Special 2 1 Job Reference(optional) Universal Component Corp,East Haven,CT 06512,Jay Johnson 8.01 O s Apr 29 2016 MiTek industnes,Inc Thu May 16 21 36 41 2019 Pagel ID r4VZ9E1MzARStpOYPCOEBCzFrOL-3rebOrzdSYyS?L93eTtliYnsMCwokkGgZ9bpVCzFpRN p-10-¢ 2-7-6 5-2-6 7-7-2 , 9-7-10 "06 16-11-0 -10- 2-7-6 2-6-15 2-4-12 2-0-8 6-4-10 5x6= Scale=1 49 6 6 19 5x8= 4x4 11 5x8= 18 8 5x6= 3 _ 4 20 21 17 120016 16 1x4 W8 IVm OF IV, 0 3 m 15 3 14 d1 2 182 Wd 2213 23 1211 24 1025 26 27 3x8 11 9 3x8= 44= 3x8= 4x4= 1x4 II 5 2-6 , 7-7-2 10-6-6 16-11-0 5-2-6 2-4-12 211-5 6-4-10 Plate Offsets(X Y)-- [2-Edge 0-0-71 [4.0-3-9,0-2-81 [5 0-5-4,0-1-121 17 0-5-4,0-2-81,[8 Edge,0-3-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loo) Well L/d PLATES GRIP TCLL(roof) 30.0 Plate Grip DOL 1.15 TC 063 Vert(LL) -0.17 9-10 >999 240 MT20 197/144 Snow(Pf/Pg)19.3/25.0 Lumber DOL 1 15 BC 0.61 Vert(CT) -0.22 9-10 >898 180 TCDL 10.0 Rep Stress Incr YES WB 0.27 Horz(CT) 0 02 9 n/a n/a BCLL 00 BCDL 10.0 y Code IBC2015/TPI2014 Matrix-S Weight 110 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No 2*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except T3,T4 2x6 SPF No 2 end verticals,and 2-0-0 oc purlins(6-0-0 max) 4-5,7-8. BOT CHORD 2x4 SPF No 2 BOT CHORD Rigid ceding directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No 2 WEBS 1 Row at midpt 7-9 WEDGE MiTek recommends that Stabilizers and required cross bracing Left 2x6 SPF No.2 be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 9=647/0-5-8 (min.0-1-8),2=716/0-5-8 (min 0-1-8) Max Horz 2=258(LC 13) Max Uplift9=-116(LC 11),2=-68(LC 14) Max Grav9=824(LC 2),2=918(LC 2) FORCES. (lb)-Max.Comp./Max Ten -All forces 250(lb)or less except when shown TOP CHORD 2-14=-964/105,14-15=-893/114,3-15=-836/125,3-16=-825/145,4-16=-750/156, 4-17=-526/138,5-17=-528/138,5-18=-613/161,6-18=-523/174,6-19=-735/219, 7-19=-760/216,8-9=-310/73 BOT CHORD 2-22=-336/614,13-22=-336/614,13-23=-241/624,12-23=-241/624,11-12=-241/624, 11-24=-241/624,10-24=-241/624,10-25=-191/536,25-26=-191/536,26-27=-191/536, 9-27=-191/536 WEBS 4-13=-44/320,5-10=-393/133,6-10=-213/771,7-10=-350/167,7-9=-726/177 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)-0-10-8 to 2-1-8,Interior(1)2-1-8 to 5-2-6,Extenor(2)5-2-6 to 10-6-6, Intenor(1)10-6-6 to 16-9-4 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 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,Lu=50-0-0,Min flat roof snow load governs. 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)Provide adequate drainage to prevent water ponding 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,with BCDL=10.Opsf. 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at It(s)9 and 2 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 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)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job russ Truss Type ty 7Job 35970R2 BUILDING B ROOF T34 Roof Special 2 Reference(optional) Universal Componant Corp,East Haven,CT 06512,Jay Johnson 6 010 s APr 29 2016 MiTek Industries,Inc Thu May 16 21 36 43 2019 Page 1 ID r4VZ9EIMzARStpQYPCOEBCzfprOL-?EmLRW_u_9CsEflRluvmozsD2OevCVo71T4vZ4zFpRl -g-11 0 3-9-4 62-10 9 7 10 11-1-14 16-11-0 0- 3-9-4 2-4-12 3-5-10 5-9-2 4x4= Scale=149 6 5 20 6x8= 4x4 11 7 19 5x6= 22 5x6= 3 18 1200 12 16 17 Ci IV Vv 7 15IV 14 1 2 1 23 13 24 12 11 25 10 26 9 27 3x8 _ 8 1x4 II 4x4=4x4 3x8= 1x4 II 44= 3-9-4 6-2-0 9-7-10 11-1-14 16-11-0 3-9-4 2-4 12 3-5-10 1.6 Plate Offsets(X Y)-- [2 Edge 0-0-71 [3 0-3-9,0-2-81,[6 0-5-4,0-3-4],[7 Edge 0-3-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL(roof) 30.0 Plate Grip DOL 1 15 TC 0.55 Vert(LL) -0.11 8-9 >999 240 MT20 197/144 Snow(Pf/Pg)19 3/25 0 Lumber DOL 1.15 BC 051 Vert(CT) -0.14 8-9 >999 180 TCDL 10.0 Rep Stress Incr YES WB 085 Horz(CT) 0.02 8 n/a n/a BCLL 00 ' Code IBC2015/TPI2014 Matrix-S Weight 102 Ib FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF No 2 TOP CHORD Structural wood sheathing directly applied or 5-10-13 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals,and 2-0-0 oc purlins(6-0-0 max).3-4,6-7 WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MITek recommends that Stabilizers and required cross bracing Left 2x6 SPF No 2 be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 8=647/0-5-8 (min 0-1-8),2=716/0-5-8 (min 0-1-8) Max Horz2=252(LC 13) Max Uplift8=-93(LC 11),2=-70(LC 14) Max Grav8=824(LC 2),2=918(LC 2) FORCES. (lb)-Max Comp./Max.Ten -All forces 250(lb)or less except when shown TOP CHORD 2-14=-988/93,14-15=-876/106,3-15=-873/122,3-16=-770/149,16-17=-770/149, 4-17=-770/149,4-18=-736/154,18-19=-640/164,5-19=-637/179,5-20=-669/205, 6-20=-712/193,7-8=-306/68 BOT CHORD 2-23=-281/592,13-23=-281/592,13-24=-281/589,12-24=-281/589,11-12=-261/781, 11-25=-261/781,10-25=-261/781,10-26=-173/531,9-26=-1 73/531,9-27=-1 71/533, 8-27=-171/533 WEBS 3-13=0/307,3-12=-38/402,4-12=-296/76,4-10=-510/136,5-10=-204/748,6-9=0/363, 6-8=-753/158,6-10=-359/130 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)-0-10-8 to 2-1-8,Interior(1)2-1-8 to 3-9-4,Exterior(2)3-9-4 to 11-1-14, Intenor(1)11-1-14 to 16-9-4 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 3)TCLL-ASCE 7-10,Pr=30 0 psf(roof live load Lumber DOL=1 15 Plate DOL=1.15),Pg=�5.0 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,Lu=50-0-0,Min flat roof snow load governs 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)Provide adequate drainage to prevent water ponding. 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 It(s)8 and 2 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. 10)This truss has been designed for a moving concentrated load of 250.0lb 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)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord LOAD CASE(S) Standard Job russruss I ype Qty Ply 35970R2 BUILDING B ROOF T35 Roof Special 2 1 Job Reference(optional) Universal Componant Corp,East Haven,CT 06512,Jay Johnson 8 010 s Appr 29 2016 MiTek Industnes,Inc Thu May 16 21 36 44 2019 Pagel ID r4VZ9EIMzARStpQYPCOEBCzFrOL-TQJkes?WITKIsoteJbQ?KAPOYP_Qx40GF6gT5WzFpRH P 10$ 2-4-2 4-8-1 9 7-10 11-9 6 16-11-0 -10- 2-4-2 2-4-12 4-10-12 2-1-12 5-1-10 44= Scale=1 49 6 5 19 6x6= 4x4= 7 18 17 2021 6x6= 5x6= Cr 1 0012 15 1 8 `n 14 �1 2 1 22 19 23 12 11 10 24 g 25 3x8 11 8 1x4 II 4x4= 4x6= 3x8= 4x4= 2x4 II 2-4-2 4-8-14 9-7-10 11-9-6 , 16-11-0 2-4-2 2-4-12 4-10-12 2-1-12 5-1-10 Plate Offsets(X,Y)-- f2 Edge,0-0-71,(3 0-3-9,0-2-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL(roof) 300 Plate Grip DOL 1.15 TC 0.50 Vert(LL) -0.08 10-12 >999 240 MT20 197/144 Snow(Pf/Pg)19.3125.0 Lumber DOL 1 15 BC 0.49 Vert(CT) -0.1210-12 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.38 Horz(CT) 0 01 8 n/a n/a BCLL 0.0 ' Code IBC2015/TP12014 Matrix-S Weight 95 Ib FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF No 2 TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, except, BOT CHORD 2x4 SPF No 2 end verticals,and 2-0-0 oc purlins(5-8-2 max.):3-4,6-7 WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left-2x6 SPF No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 8=647/0-5-8 (min.0-1-8),2=716/0-5-8 (min.0-1-8) Max Horz2=244(LC 13) Max Uplift8=-68(LC 11),2=-71(LC 14) Max Grav8=824(LC 2),2=918(LC 2) FORCES. (lb)-Max.Comp/Max Ten -All forces 250(lb)or less except when shown. TOP CHORD 2-14=-982/106,3-14=-908/116,3-15=-1036/161,15-16=-1036/161,4-16=-1036/161, 4-17=-787/132,17-18=-648/137,5-18=-648/158,5-19=-596/184,6-19=-706/168, 6-20=-536/134,20-21=-536/134,7-21=-538/134,7-8=-775/165 BOT CHORD 2-22=-269/594,13-22=-269/594,13-23=-269/592,12-23=-269/592,11-12=-278/1062, 10-11=278/1062,10-24=-154/550,9-24=-154/550 WEBS 3-13=-59/267,3-12=-81/714,4-12=-457/117,4-10=-686/165,5-10=-142/634, 6-10-286/119,6-9=-504/161,7-9=-139/773 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 Extenor(2)-0-10-8 to 4-8-14,Interior(1)4-8-14 to 9-7-10,Exterior(2)9-7-10 to 11-9-6 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,Lu=50-0-0,Min.flat roof snow load governs. 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)Provide adequate drainage to prevent water ponding 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)t(s)8 and 2 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. 10)This truss has been designed for a moving concentrated load of 250.0I10 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)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard russruss --Typ ety y Special Girder 2 1 Job Reference(optional) Universal Component Corp,East Haven,CT 06512,Jay Johnson 8 010 s Appr 29 2016 MiTek Industries,Inc Thu May 16 21 36.46 2019 Page 1 ID r4VZ9E1MzARStpQYPCOEBCzFrOL-PpRU3YOmG4aR5610ROSTPbUkaDfeP?sZ1QJaAPzFpRF 0-11-1 U0- 3-3-13 6-5-11 9-1-10 12-4-14 16-11-0 0- 2-4-123-1-15 2-9-4 4-6-2 0-11-1 4x4— Scale=149 6 6 20 19 3x6/i 6x6= 44= 8 5�1 T5 5 21 18 4x4= 0 12 4x8= 3 9 �1 16 2 X15 23 14 24 13 12 25 11 26 10 27 9 3x8 II 1x4 11 4x4= 4x4= 3x8= 4x4= 2x4 II NAILED NAILED 44= 113 3-13 6-5-11 9-7-10 12-4-14 16-11-0 -11- 2-4-12 3-1-15 3-1-15 2-9-4 4-6-2 Plate Offsets(X Y)-- [2 Edge 0-0-7] [3 0-6-4,0-1-121 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 0.47 Vert(LL) -0.05 9-10 >999 240 MT20 197/144 Snow(Pf/Pg)19.3/25.0 Lumber DOL 1.15 BC 0.50 Vert(CT) -0.0813-14 >999 180 TCDL 10.0 Rep Stress Incr NO WB 031 Horz(CT) 0.02 9 n/a n/a BCLL 00 ' Code IBC2015/TP12014 Matrix-S Weight 96 Ib FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-15 oc purlins, except BOT CHORD 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(4-7-6 max)•3-4,7-8 WEBS 2x4 SPF No.2 BOT CHORD Rigid ceding directly applied or 10-0-0 oc bracing. WEDGE MITek recommends that Stabilizers and required cross bracing Left 2x6 SPF No.2 be Installed during truss erection,In accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 9=652/0-5-8 (min.0-1-8),2=737/0-5-8 (min 0-1-8) Max Horz 2=236(LC 9) Max Upllft9=51(LC 7),2=-1 OO(LC 10) Max Grav9=829(LC 2),2=941(LC 2) FORCES. (lb)-Max Comp/Max Ten -All forces 250(lb)or less except when shown TOP CHORD 2-16=-937/44,3-16=-894/50,3-17=-1565/107,4-17=-1565/107,4-18=-1123/77, 5-18=-1052/92,5-19=-738/113,6-19=-639/137,6-20=-643/137,7-20=-727/125, 7-21=-560/86,8-21=-561/85,8-9=-786/73 BOT CHORD 2-22=-162/498,15-22=-1621498,15-23=-1 60/503,14-23=-160/503,14-24=-1 06/1633, 13-24=-106/1633,12-13=-87/759,12-25=-87/759,11-25=-87/759,11-26=-54/576, 10-26=-54/576 WEBS 3-15=-30/263,3-14=-88/1282,4-14=-601/71,4-13=-942/105,5-13=-0/525,5-11=527/117, 6-11=-130/694,7-11=-270/80,7-10=-534/77,8-10=-45/817 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),cantilever left and right exposed,end vertical left and right exposed,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,Lu=50-0-0 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)Provide adequate drainage to prevent water ponding. 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)9 and 2 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 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)Graphical purlln representation does not depict the size or the orientation of the purlln along the top and/or bottom chord. 112)"NAILED"Indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 83�In hed oOApDgCe .SE(S)section,loads applied to the face of the truss are noted as front(F)or back(B) Job Truss Truss Type QtY ply 35970R2 BUILDING B ROOF T36 Roof Special Girder 2 1 _ Job Reference(optional) Universal Componant Corp,East Haven,CT 06512,Jay Johnson 8 010 s Appr 29 2016 MiTek Industries,Inc Thu May 16 21 36 46 2019 Page 2 ID r4VZ9EtMzARStpQYPCOEBCzFrOL-PpRU3YOmG4aR5610ROSTPbUkaDfeP?sZtQJaAPzFpRF LOAD CASE(S) Standard 1)Dead+Snow(balanced) Lumber Increase=1 15,Plate Increase=1.15 Uniform Loads(plf) Vert 1-3=-58,3-4=-58,4-6=-58,6-7=-59,7-8=-59,2-9=-20 Concentrated Loads(lb) Vert,14=-30(B)22=3(B) o russ russ ype ty y 35970R2 BUILDING B ROOF T37 Roof Special 1 1 Job Reference o tional Universal Componant Corp,East Haven,CT 06512,Jay Johnson 8 010 s Appr 29 2016 Welk Industries,Inc Thu MayY 16 21 36 48 2019 Page 1 . ID r4VZ9EIMzARStpOYPCOEBCzFrOL-LBZEUE20oir9KQBPYRVxVOZ7V11Gbv1sAkogElzFpRE - -10- 3-7-11 7-2-14 10-10-1 13-8-12 4-6- 10- 3-7-11 3-7-3 3-7-3 2-10-11 9- 4x4= Scale=1 501 4 14 13 1200 12 1 x4 O 12 15 1x4 516 3 17 11 4x4= 44= 1 6 418 2 1 M 1 3x8 II 19 10 20 9 218 3x8= 2x4 11 4x4= 7-2-14 13-8-12 14-6-ft 7-2-14 6-514 9-8 Plate Offsets(X Y)-- (2 Edge 0-0-71 (6 0-2-0,0-3-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/defl L/d PLATES GRIP TCLL(roof) 30.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL) -024 2-10 >708 240 MT20 197/144 Snow(Pf/Pg)19.3/25.0 Lumber DOL 1.15 BC 069 Vert(CT) -0.30 2-10 >567 180 TCDL 100 Rep Stress Incr YES WB 021 Horz(CT) 0 01 8 n/a n/a BCLL 0.0 ' Code IBC2015/TPI2014 Matrix-S Weight 65 Ib FT=20% BCDL 100 LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.) 6-7. WEBS 2x4 SPF No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing WEDGE MITek recommends that Stabilizers and required cross bracing Left 2x6 SPF No 2 be Installed during truss erection,In accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 8=553/0-5-8 (min.0-1-8),2=622/0-5-8 (min 0-1-8) Max Horz 2=190(LC 13) Max Uplift8=33(LC 14),2=-71(LC 14) Max Grav8=704(LC 2),2=799(LC 2) FORCES. (lb)-Max.Comp/Max Ten -All forces 250(lb)or less except when shown TOP CHORD 2-11=-795/101,3-11=-614/117,3-12=-603/128,12-13=-499/140,4-13=-490/156, 4-14=-486/150,14-15=-490/135,15-16=-580/122,5-16=-601/119,5-17=-612/116, 6-17=-755/103,6-18=-568/51,7-18=-569/51,7-8=-732/50 BOT CHORD 2-19=-70/494,10-19=-70/494,10-20=-53/487,9-20=-53/487 WEBS 4-10=-1 13/472,6-9=-564/138,7-9=-91/843 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 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, Interior(1)13-8-12 to 14-4-8 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,Lu=50-0-0,Min.flat roof snow load governs. 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)Provide adequate drainage to prevent water ponding. 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 It(s)8 and 2 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. 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)Graphical purlin representation does not depict the size or the orientation of the purlln along the top and/or bottom chord LOAD CASE(S) Standard Job Truss Type tyPly Job Reference(optional) 35970R2 BUILDING B ROOF Vol Valley 2 1 Universal Component Corp,East Haven,CT 06512,Jay Johnson 8 010 s Apr 29 2016 MiTek Industries,Inc Thu Mayy 16 21 36 49 2019 Page 1 ID r4VZ9E1MzARStpQYPCOEBCzFrOL-gN7cha3fZ?z?yamb680A1E61ZQkecPM?PDXEnkzFpRC 5-4-6 10-8-12 5-4-6 5-4-6 4x4= Scale=1 34 3 3 10 11 1x4 II 1x4 II 12 00 F12 2 4 9 12 T 1 13 8 T T 5 1 vHi Ell IHIv o -o 0 0 4x4// 14 7 15 6 16 4x4 1x4 II 1x4 II 0-H 10-8-12 0- -4 10-8-8 Plate Offsets(X Y)-- (3:0-2-0 Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL(roof) 30.0 Plate Grip DOL 1 15 TC 029 Vert(LL) n/a n/a 999 MT20 197/144 Snow(Pf/Pg)19 3/25 0 Lumber DOL 1 15 BC 029 Vert(CT) n/a n/a 999 TCDL 10.0 Rep Stress Incr YES WB 007 Horz(CT) 0 00 5 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-S Weight 36 Ib FT=20% BCDL 10.0 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 ceding 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 10-8-4 (lb)- Max Horz 1=-113(LC 12) Max Uplift All uplift 100 Ib or less at joint(s)except 6=-115(LC 14),7=-115(LC 14) Max Grav All reactions 250 Ib or less at joint(s)except 1=305(LC 35),5=305(LC 39),6=426(LC 24),7=429(LC 23) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 4-6=-321/207,2-7=-321/207 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)0-4-4 to 3-4-4,Interior(l)3-4-4 to 5-4-6,Extenor(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 II,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,with BCDL=10.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 115 Ib uplift at joint 6 and 115 Ib uplift at Joint 7. 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 Type Qty Ply 35970R2 BUILDING B ROOF V02 Valley 2 1 Job Reference(optional) Universal Componant Corp,East Haven,CT 06512,Jay Johnson8 010 s Apr 29 2016 MiTek Industries,Inc Thu May 16 21 36 50 2019 Page 1 ID r4VZ9E1MzARStpOYPCOEBCzFrOL-Iah?w3HKJ5sajLogsXPaRfSmg5ZLtE9e2HnJAzFpRB 3-4-6 6-8-12 3-4-6 3-4-6 44= Scale=1 23 0 2 1200 12 T \\16 5 T1 1 v v o .o 0 d 2x4/i 7 1x4 8 2x4 0- -4 6-8-12 0- -4 6-8-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL(roof) 300 Plate Grip DOL 1.15 TC 0.33 Vert(LL) n/a n/a 999 MT20 197/144 Snow(Pf/Pg)19.3/25 0 Lumber DOL 1.15 BC 0.25 Vert(CT) n/a n/a 999 TCDL 100 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2015/TPI2014 Matrix-S Weight 21 Ib FT=20% 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 ceding 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=141/6-8-4 (min.0-1-8),3=141/6-8-4 (min.0-1-8),4=191/6-8-4 (min.0-1-8) Max Horz 1=-68(LC 12) Max Upliftl=-28(LC 14),3=-28(LC 14) Max Grav 1=313(LC 33),3=313(LC 35),4=365(LC 38) FORCES. (lb)-Max Comp./Max.Ten -All forces 250(lb)or less except when shown. NOTES- 1) OTES1)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)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)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 28 Ib uplift at joint 1 and 28 Ib uplift at joint 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 Job russ Truss Typety y 35970R2 BUILDING B ROOF V03 Valley 2 1 Job Reference(optional) Universal Componant Corp,East Haven,CT 06512,Jay Johnson B 010 s Apr 29 2016 Mi Tek industries,Inc Thu May 16 21 36 51 2019 Pagel ID r4VZ9E1MzARStpOYPCOEBCzFrOL-mmFN6F4v5dDjBtw_DZ2e6fBhKEQf4K?IsiOLrczFpRA 1-4-6 2-8-12 1-4-6 1-4-6 4x4= Scale=1 9 4 2 12 00 12 5 4 T 1 3 1 B1 v v Q 0 0 0 6 2x4 ii 2x4 0-Q 4 2-8-12 0- -4 2-8-8 Plate Offsets(X Y)-- (2 0-2-0 Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL(roof) 300 Plate Grip DOL 1 15 TC 0.08 Vert(LL) n/a n/a 999 MT20 197/144 Snow(Pf/Pg)19 3/25 0 Lumber DOL 1.15 BC 0.19 Vert(CT) n/a n/a 999 TCDL 100 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-S Weight 6 Ib FT=20% BCDL 10.0 LUMBER- 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 during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 1=79/2-8-4 (min 0-1-8),3=79/2-8-4 (min.0-1-8) Max Horz 1=-23(LC 12) Max Upliftl=-5(LC 14),3=-5(LC 14) Max Grav 1=291(LC 33),3=291(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;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)TCLL ASCE 7-10,Pr=30.0 psf(roof live load Lumber D0L=1 15 Plate D0L=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)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 5 Ib uplift at joint 1 and 5 Ib uplift at joint 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.O1b 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 o russruss ype Qty y 35970R2 BUILDING B ROOF VO4 GABLE 1 1 Job Reference(optional) Universal Componant Corp,East Haven,CT 06512,Jay Johnson 8 010 s Apr 29 2016 MiTek Industries,Inc Thu May 16 21 36 53 2019 Page 1. ID r4VZ9E1MzARStpQYPCOEBCzFrOL-i9M7Xx69dETRRB3ML_46C4H?p26?YBFbKOVRwVzFpR£ 3-1-0 7-1-0 11-1-0 14-2-0 3-1-0 4-0-0 4-0-0 3-1-0 4x4= Scale=1 43 2 4 15 16 1200 12 3 5 1 17 T 1 2 T 6 13 18 7 1 v d •o 6 6 4x4/i 19 12 20 11 21 10 22 9 23 8 24 44 3-1-0 11-1-0 14-2-0 3-1-0 8-0-0 3-1-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TCLL(roof) 30.0 Plate Grip DOL 1 15 TC 021 Vert(LL) n/a n/a 999 MT20 197/144 Snow(Pf/Pg)19 3/25 0 Lumber DOL 1.15 BC 0.20 Vert(CT) n/a n/a 999 TCDL 10.0 Rep Stress Incr YES WB 014 Horz(CT) 0 00 7 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2015/TP12014 Matrix-S Weight-61 Ib FT=20% 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 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 guide. REACTIONS. All bearings 14-2-0. (lb)- Max Horz 1=-151(LC 12) Max Uplift All uplift 100 Ib or less at joint(s)1,11,12,9,8 Max Grav All reactions 250 Ib or less at joint(s)except 1=301(LC 37),7=301(LC 43),10=318(LC 52),11=320(LC 51), 12=364(LC 50),9=320(LC 53),8=364(LC 54) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. WEBS 3-11=-279/115,2-12=-302/158,5-9=-279/115,6-8=-302/158 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)0-4-4 to 3-1-0,Intenor(1)3-1-0 to 7-1-0,Extenor(2)7-1-0 to 10-1-0 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)All plates are 1x4 MT20 unless otherwise indicated 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)1,11,12,9,8 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 r Job russ Truss Type Qty y 35970R2 BUILDING B ROOF V05 Valley 1 1 Job Reference(optional) Universal Componant Corp,East Haven,CT 06512,Jay Johnson 8.010 s Apr 29 2016 MiTek Industries,Inc Thu May 16 21 36 54 2019 Pagel ID r4VZ9E1MzARStpQYPCOEBCzFrOL-ALwVkH7nOYbl2LeZvicLkHp9ARRuHfwkZgF2SxzFpR7 6-5-8 12-11-0 6-5-8 6-5-8 4x4= Scale=141 6 3 Alx4 12 41x4 II 1 13 T 14 T5 v a 6 0 6 0 44// 15 8 16 7 17 6 18 4x4\\ 1x4 11 1x4 11 1x4 I I 0-Q-4 12-11-0 0- -4 12-10-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL(roof) 300 Plate Grip DOL 115 TC 030 Vert(LL) n/a n/a 999 MT20 197/144 Snow(Pf/Pg)19.3/25.0 Lumber DOL 1 15 BC 029 Vert(CT) n/a n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 5 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-S Weight 49 Ib FT=20% BCDL 100 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 12-10-8. (lb)- Max Horz 1=-137(LC 12) Max Uplift All uplift 100 Ib or less at joint(s)7 except 6=-130(LC 14),8=-130(LC 14) Max Grav All reactions 250 Ib or less at joint(s)except 1=314(LC 35),5=314(LC 39),7=300(LC 45),6=437(LC 24), 8=438(LC 23) FORCES. (lb)-Max.Comp/Max.Ten.-All forces 250(lb)or less except when shown. WEBS 4-6=-324/211,2-8=-324/212 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)0-4-4 to 3-4-4,Interior(1)3-4-4 to 6-5-8,Extenor(2)6-5-8 to 9-5-8 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)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,with BCDL=10.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)7 except Qt=1b)6=130, 8=130. 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 russ ye ty7T1Jb 35970R2 BUILDING B ROOF VO6 Truss alle1 Reference(optional) Universal Componant Corp,East Haven,CT 06512,Jay Johnson 8 010 s Apr 29 2016 MiTek Industries,Inc Thu May 16 21 36 55 2019 Page 1 . ID r4VZ9EIMzARStpQYPCOEBCzFrOL-eXUuyd7P9g9gVDISP7aHVMGArkp05YunK_Y_OzFpRE 5-10-0 11-8-0 5-10-0 5-10-0 5x6 11 Scale=1 36 2 2 1200 Fl2 7 6t 1 5 8 T 3 1 v � d o 6 0 4x4/i 9 4 10 4x4 1x4 II 0-t4 11-8-0 0- -4 11-7-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL(roof) 300 Plate Grip DOL 1 15 TC 0.54 Vert(LL) n/a n/a' 999 MT20 197/144 Snow(Pf/Pg)19.3/25.0 Lumber DOL 1 15 BC 0.50 Vert(CT) n/a n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.16 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 BCDL 10.0 t Code IBC2015/TP12014 Matrix-S Weight 37 Ib FT=20% 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 guide. REACTIONS. (Ib/size) 1=238/11-7-8 (min.0-1-12),3=238/11-7-8 (min.0-1-12),4=384/11-7-8 (min.0-1-12) Max Horz 1-123(LC 12) Max Upliftl=-34(LC 14),3=-34(LC 14) Max Grav1=360(LC 33),3=360(LC 35),4=476(LC 2) FORCES. (lb)-Max Comp/Max Ten -All forces 250(lb)or less except when shown. TOP CHORD 1-5=-263160,3-8=-263/60 WEBS 2-4=-300/59 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)0-4-4 to 3-4-4,Interior(l)3-4-4 to 5-10-0,Extenor(2)5-10-0 to 8-10-0 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)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 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 I russ I ype typly 35970R2 BUILDING B ROOF V07 Valley 1 1 Job Reference(optional) Universal Component Corp,East Haven,CT 06512,Jay Johnson 8 010 s Apr 29 2016 MiTek Industries,Inc Thu May 16 21 36 56 2019 Page 1 ID r4VZ9EIMzARStpQYPCOEBCzFrOL-6k2G9z82w9r0leox07eppivS5F5AIZX10_k5WgzFpR5 5-2-8 10-5-0 5-2-8 5-2-8 4x6= Scale=1 32 4 2 12 00 F12 7 8 6 T 1 9 W. T 10 5 3 1 v01 v o •o 6 0 44// 11 4 12 44 1x4 II - 10-5-0 00-t-444 10-4-12 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 0.47 Vert(LL) n/a n/a 999 MT20 197/144 Snow(Pf/Pg)19 3/25 0 Lumber DOL 1 15 BC 043 Vert(CT) n/a n/a 999 TCDL 100 Rep Stress Incr YES WB 011 - Horz(CT) 0 00 3 n/a n/a BCLL 00 ' Code IBC2015/TPI2014 Matnx-S Weight 33 Ib FT=20% BCDL 10.0 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 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=211/10-4-8 (min.0-1-8),3=211/10-4-8 (min.0-1-8),4=340/10-4-8 (min 0-1-8) Max Horz 1=-109(LC 12) Max Upliftl=-30(LC 14),3=-30(LC 14) Max Grav 1=347(LC 33),3=347(LC 35),4=444(LC 38) FORCES. (lb)-Max.Comp/Max.Ten -All forces 250(lb)or less except when shown WEBS 2-4=-266/55 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)0-4-4 to 3-4-4,Interior(1)3-4-4 to 5-2-8,Extenor(2)5-2-8 to 8-2-8 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)1,3 8)This truss is designed in accordance with the 2015 International Budding Code section 2306.1 and referenced standard ANSI/TPI 1 9)This truss has been designed for a moving concentrated load of 250.0Ib 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 Type tyPly Job Reference(optional) 35970R2 BUILDING B ROOF V08 Valley 1 1 Universal Component Corp,East Haven,CT 06512,Jay Johnson 8 010 s Appr 29 2016 MiTek Industries,Inc Thu May 16 21 36 58 2019 Pae 1 ID•r4VZ9EjMzARStpQYPCOEBCzFrOL-36AOafAlSm5kXyyKBXgHu7�m3njDTbKTIDCbtz pRI 4-7-0 9-2-0 4-7-0 4-7-0 4x6= Scale=1 30 0 2 12 00 12 8 7 6 T 1 9 T 5 10 3 1 v a o .o 6 0 2x4 11 1x4 41 12 2x4 9-1-12 9-2-0 9-1-12 0-6-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL(roof) 300 Plate Grip DOL 1 15 TC 039 Vert(LL) n/a n/a 999 MT20 197/144 Snow(Pf/Pg)19 3/25.0 Lumber DOL 1 15 BC 036 Vert(CT) n/a n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 ' Code IBC2015fTP12014 Matrix-S Weight 29 Ib FT=20% BCDL 100 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 guide. REACTIONS. (Ib/size) 1=184/9-1-8 (min.0-1-8),3=184/9-1-8 (min 0-1-8),4=296/9-1-8 (min.0-1-8) Max Horz 1=-95(LC 12) Max Upliftl=-26(LC 14),3=-26(LC 14) Max Grav 1=335(LC 33),3=335(LC 35),4=419(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,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)0-4-4 to 3-4-4,Interior(1)3-4-4 to 4-7-0,Extenor(2)4-7-0 to 7-7-0 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)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 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 I russ I ype Qty Ply 35970132 BUILDING B ROOF V09 Valley 1 1 Job Reference(optional) Universal Componant Corp.,East Haven,CT 06512,Jay Johnson 8 010 s Apr 29 2016 Mi rek Industries,Inc Thu Mag 16 21 37 00 2019 Pae 1 ID r4VZ9E1MzARStpQYPCOEBCzFrOL-?VHn?KBYzOLSmG6lFyil_Y38ysUxhOUdxciJgbzFpR1 3-11-8 7-11-0 3-11-8 3-11-8 4x4= Scale=1 26 5 2 7 8 12 00 12 T 1 9 6 10 T 5 3 1 v a o •o 6 0 2x4 11 41 12 2x4 1x4 7-10-12 7-11-0 7-10-12 0-8-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL(roof) 30.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) n/a n/a 999 MT20 197/144 Snow(Pf/Pg)19 3/25 0 Lumber DOL 1 15 BC 031 Vert(CT) n/a n/a 999 TCDL 10.0 Rep Stress Incr YES WB 005 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 BCDL 100 t Code IBC2015/TP12014 Matrix-S Weight-24 Ib FT=20% 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 guide REACTIONS. (Ib/size) 1=169/7-10-8 (min.0-1-8),3=169/7-10-8 (min 0-1-8),4=229/7-10-8 (min 0-1-8) Max Horz1=81(LC 13) Max Upliftl=-33(LC 14),3=-33(LC 14) Max Grav 1=325(LC 33),3=325(LC 35),4=388(LC 38) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1) OTES1)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=oft,Cat.ll, Exp B,enclosed,MWFRS(directional)and C-C Extenor(2)0-4-4 to 3-4-4,Interior(1)3-4-4 to 3-11-8,Exterior(2)3-11-8 to 6-11-8 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)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 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 o russ russ ype Qty y 35970R2 BUILDING B ROOF V10 ---]Valley 1 1 Job Reference(optional) Universal Componant Corp,East Haven,CT 06512,Jay Johnson 8 010 s Apr 29 2016 MiTek Industries,Inc Thu May 16 21-37 012019 Page 1, ID r4VZ9EjMzARStpQYPCOEBCzFrOL-Thr9CgCAkhTJOQgvpgE_WmcK2GrCQrzmAGRsClzFpRO 3-4-0 6-8-0 3-4-0 3-4-0 4x4= Scale=1 22 9 2 12 00 F12 T 1 6 5 T1 3 1 0 -0 0 0 7 4 8 2x4/i 1x4 I 2x4\\ 0- -4 6-8-0 0- -4 6-7-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL(roof) 30.0 Plate Grip DOL 1.15 TC 0.32 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 TCDL 100 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 ' Code IBC2015/TP12014 Matrix-S Weight 20 Ib FT=20% BCDL 10.0 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 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=139/6-7-8 (min.0-1-8),3=139/6-7-8 (min.0-1-8),4=189/6-7-8 (min.0-1-8) Max Horz 1=67(LC 13) Max Upliftl—28(LC 14),3=-28(LC 14) Max Grav1=312(LC 33),3=312(LC 35),4=364(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,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 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 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 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 russTruss ype ty y 35970R2 BUILDING B ROOF V11 Valley 1 1 Job Reference(optional) Universal Component Corp,East Haven,CT 06512,Jay Johnson 8 010 s Apr 29 2016 MiTek Industries,Inc Thu May 16 2137 02 2019 Page 1 ID r4VZ9EtMzARStpQYPCOEBCzFrOL-xuPXQODoV?b9OZF5NNID3z9X3gCO9IMwOwBQkUzFpR' 2-8-8 5-5-0 r 2-8-8 2-8-8 44= Scale=1 19 3 2 12 00 F12 T 1 6 5 ST1 3 1 c v a •o 0 0 7 4 8 2x4// 1 x4 11 2x4 0- -4 5-5-0 0- -4 5-4-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL(roof) 30.0 Plate Grip DOL 1 15 TC 0.24 Vert(LL) n/a n/a 999 MT20 197/144 Snow(Pf/Pg)19.3/25.0 Lumber DOL 1.15 BC 0.18 Vert(CT) n/a n/a 999 TCDL 100 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-S Weight 16 Ib FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF No 2 TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceding 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=110/5-4-8 (min 0-1-8),3=110/5-4-8 (min.0-1-8),4=149/5-4-8 (min 0-1-8) Max Horz 1=53(LC 12) Max Upliftl=-22(LC 14),3=22(LC 14) Max Grav 1=299(LC 33),3=299(LC 35),4=340(LC 38) FORCES. (Ib)-Max.Comp/Max Ten.-All forces 250(lb)or less except when shown. NOTES- 1) OTES1)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)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 D0L=1 15 Plate D0L=1 15),Category II,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 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 russ ype ty y 35970R2 BUILDING B ROOF V2 Valley 1 1 Job Reference(optional) Universal Component Corp,East Haven,CT 06512,Jay Johnson 8 010 s Apr 29 2016 MiTek Industries,Inc Thu May 16 21 37 03 2019 Page 1. ID r4VZ9EtMzARStpOYPCOEBCzFrOL-P4zvdMERGJkOdIgHw5GSbBhIz4ZWulh3dawzGwzFpR_ 2-1-0 4-2-0 2-1-0 2-1-0 44= Scale=1.13 0 2 12 00 12 6 T 1 5 ST11 3 1 v a .9 o 7 4 8 2x4// 1 x4 11 2x4 0- -4 4-2-0 0- -4 4-1-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/deft L/d PLATES GRIP TCLL(roof) 300 Plate Grip DOL 1 15 TC 0.17 Vert(LL) n/a n/a 999 MT20 197/144 Snow(Pf/Pg)19 3/25.0 Lumber DOL 1 15 BC 013 Vert(CT) n/a n/a 999 TCDL 100 Rep Stress Incr YES WB 002 Horz(CT) 0 00 3 n/a n/a BCLL 0.0 ' Code IBC2015/TP12014 Matnx-S Weight 12 Ib FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF No 2 TOP CHORD Structural wood sheathing directly applied or 4-2-0 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 guide REACTIONS. (Ib/size) 1=81/4-1-8 (min.0-1-8),3=81/4-1-8 (min.0-1-8),4=110/4-1-8 (min.0-1-8) Max Horz 1=39(LC 13) Max Upliftl=-1 5(LC 14),3=-16(LC 14) Max Grav1=286(LC 33),3=286(LC 35),4=316(LC 38) FORCES. (Ib)-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,B=45ft,L=24ft,eave=4ft,Cat 11, 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 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)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 250.01b 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 russTruss Type ty y 1 95970R2 BUILDING B ROOF V13 Valley 1 1 Job Reference(optional) : I Universal Componant Corp.,East Haven,CT 06512,Jay Johnson 8 010 s Appr 29 2016 MiTek Industries,Inc Thu May 16 21 37 04 2019 Page 1 ID r4VZ9E1MzARStpQYPCOEBCzFrOL-tGXHriE3lcstFtPUUonh8OEvuTsLdCDDsEgXoMzFpQz 1-5-8 2-11-0 J 1-5-8 1-5-8 4x4= Scale=1 9 9 2 12 00 12 5 T 1 OF 4 3 1 ' B1 v v a :o 0 0 6 2x4/i 2x4 O 0- -4 2-11-0 -9-4 2-10-12 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) 30.0 Plate Grip DOL 1 15 TC 009 Vert(LL) n/a n/a 999 MT20 197/144 Snow(Pf/Pg)19.3/25.0 Lumber DOL 1.15 BC 022 Vert(CT) n/a n/a 999 TCDL 100 Rep Stress Incr YES WB 000 Horz(CT) 0 00 3 n/a n/a BCLL 0.0 ' Code IBC2015/TP12014 Matrix-S Weight 7 Ib FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF No 2 TOP CHORD Structural wood sheathing directly applied or 2-11-0 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 during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=87/2-10-8 (min.0-1-8),3=87/2-10-8 (min 0-1-8) Max Horz 1=-25(LC 12) Max Upliftl=-5(LC 14),3=-5(LC 14) Max Grav1=294(LC 33),3=294(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,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 D0L=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)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 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 q3°� � � l� OFFICE LOCATION: MAILING ADDRESS: P.O.Box 1179 Town Hall Annex `'�' �„ U Southold,NY 11971 54375 State Route 25 `� �'. (cor.Main Rd. &Youngs Ave.) Telephone: 631765-1938 Southold,NY " www.southoldtownny.gov PLANNING BOARD-OFFICE TOWN OF SOUTH - -r D E(' DU , July 23, 2020 J U L 2 4 2020 BUIL-pG DEPT. 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: The Planning Board-has found that the requirements of the above-referenced Site Plan have been-completed based on the site inspections made on July 13, 2020 and July 15, 2020. The site is now in conformance with the Approved Residential Site Plan entitled Vineyard View" prepared by L.K. McLean Associates, P.C., dated March 5, 2018, and last revised December 18, 2018. This letter does not condone any other changes from the approved Residential Site Plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Respectfully,, Donald J. Wilcenski Chairman cc: Michael-Verity, Chief Building Inspector Michael Collins, Town Engineer FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) � y ------------------------------------ 8, C d on FOUNDATION (2ND) M 14 z G� ROUGH FRAMING& - PLUMBING �J I 1St t csvl aw " 6t 3 INSULATION PER N.Y. �� y STATE ENERGY CODE 6kavium s FINAL I .00eID VV k4— Ilk I r ADDITIONAL COMMENTS .r Q 'Alam,564a'L ,sv s m Vi 31 ��rc z a � TOWN O SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING 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) 765-9502q3#c2__ Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application I Flood Permit Examined ( ,20—L Single&Separate Truss Identification Form Stone-Water Assessment Form Contact: Approved ,201f Mail to: Disapproved a/c Phone: Expiration J ,20- B i ' nspector APPLICATION FOR BUILDING PERMIT Date June 18 , 20 19 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. Vineyard View Housing Development Fund Company, Inc. (Signature of applicant or name, if a corporation) 2100 Middle Country Road, Centereach, NY 11720 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Owner Name of owner of premises Vineyard View Housing Development Fund Company, Inc. (As on the tax roll or latest deed) If a ca" i orporatio _ ,sigI p, a�re,�,'�f, duly authorized officer' a e title of corporate offs er) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 62600 County Road 48, Building 3, Greenport House Number Street Hamlet County Tax Map No. 1000 Section 40 Block 03 Lot 01 ,�ubdiftsion Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy undeveloped 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 Wait 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. PERMITSIMAY 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, mustilprovide 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 Gwen O'Shea being duly sworn deposes and says that(s)he is the applicant (Name of individual signing contract)above named, i (S)He is the President (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and th�t10INNM' 4ill be performed in the manner set forth in the application filed therewith. P�'•�,p•►��` SwornLtQ before me this— i _ :NOTARY�y�Ll�ii l�—da of 20� NASqAU auA►i�1�4 i �"" "' ( • CO NT� I` Notary Public I oirilaLul%, of Applic asF- ��;e•`` i Michael J.Domino,President ��0g SOUTyO Town Hall Annex John M.Bredemeyer III,Vice-President �� l0 54375 Route 25 P.O.Box 11 Glenn Goldsmith l 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 U Applicant: Kace LI, LLC c/o Michael Kontokosta �0;8 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� ®(/�' Town Hall Annex 54375 Route 25 Michael J.Domino,Vice-President P.O.Box 1179 John M.Bredemeyer III d Southold,New York 11971 A.Nicholas Krapski Telephone(631) 765-1892 GregWilliams , ��' Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1724C Date: July 16, 2020 THIS CERTIFIES that the conduct of minor construction activities within 100' from the landward edge of the wetlands for the construction of a 50-unit affordable housing development with a community building dommunal lilay &recrea'tion areas,-on-site parking,lots _and vanous rain garden/stormwater retentioir areas for-drainage: and to install and maintain throughout all construction a line of staked hay_bales and/or silt fending_to be installed-no closer than 1.00'-from the landward edge of wetlands.i At 62600 C.R:48,,Greenport Suffolk County Tax Map#1000-40-3-1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated February 23, 2018 pursuant to which Trustees Administrative Permit#9174A Dated March 23, 2018, was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the conduct of minor construction activities within 100'from the landward edge of the wetlaaid5 for the construction of a 50 unit'affordable housing development with a conununity building; communal'play&recreation areas do-site parking lots and Various rain garden/stonnwater retention areae for.drainage; aril to install and ainaintain throughout,all consb-actio_n-a line of staked hay bales'and''/or-silt fencing-to be installed no closer than 100' from the landward edge of wetlands; The certificate is issued to Kace LI, LLC c/o Michael Kontokosta owner of the aforesaid, roperty. Authorized Signature NEW YQRK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY;t<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 1 Department of 11.'b �•�lY Environmental �� Conservation "take" of a species listed as endangered or threatened is prohibited in the absence of a permit from this Department issued pursuant to ECL §11-535. Since the habitat at the project site is similar in structure to confirmed habitat for this species in nearby areas, it is reasonable to anticipate that the NLEB could potentially use this area during the summer roosting season. In order to avoid the Endangered Species "take" situation, we strongly recommend that NO tree cutting activities be conducted at the project site between the dates of April 1 and October 31 of each calendar year. In the event that tree management activities take place between April 1 It and October 31 It, 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 1St 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 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ,of SO P.O. Box 1179 54375 State Route 25 ��� yam' Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 G www.southoldtownny.gov olyCow,�� 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: ALAIL.7NG ADDRESS: Town Hall Annex �Q� SoUjy P.O.Box 1179 54375 State Route 25 hQ� ��� Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold,NY N www.southoldtownny.gov cDUNT'1,� 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 5 Vineyard View Page 2 January 17, 2019 WHEREAS, on April 9, 2018, the Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; and WHEREAS, on April 9, 2018, the Planning Board set the preliminary public hearing for May 7, 2018; and WHEREAS, on April 10, 2018, Christopher Dwyer, authorized agent,,submitted a code- compliant photometric plan for review; and WHEREAS, on April 10, 2018, the Southold Town Chief Building Inspector determined that the proposed use is not permitted in the Hamlet Density (HD) Zoning District; and WHEREAS, on April 18, 2018, the Architectural Review Committee (ARC) approved the proposed action as submitted; and WHEREAS, on April 20, 2018, the Suffolk County Department of Health Services (SCDHS) determined that a wastewater treatment permit is required; and WHEREAS, on April 27, 2018, the Southold Town Transportation Commission provided recommendations to the Planning,Board; and WHEREAS, on May 4, 2018, the Suffolk County Water Authority (SCWA) issued a letter of water availability for the subject site; and WHEREAS, on May 7, 2018, a Preliminary Public Hearing was held and closed; and WHEREAS, on May 14, 2018, the Southold Town Trustees approved the proposed action as submitted; and WHEREAS, on May 16, 2018, the Planning Board sent a request to the Southold Town Zoning Board of Appeals (ZBA) for a determination on whether the proposed use is permitted in the Hamlet Density (HD) zoning district; and WHEREAS, on May 29, 2018, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on May 31, 2018, the Greenport Fire District determined there was adequate fire protection for the site; and WHEREAS, on June 20, 2018, the Southold Town Engineer reviewed the proposed application and determined the site plan met the minimum requirements of Chapter 236 for Storm Water Management; and Vineyard View Page 3 January 17, 2019 WHEREAS, on June 22, 2018, the Planning Board reviewed the proposed application and required a Visual Impact Analysis due to the property's location on the New York State Scenic Byway. They also required some additional information, and that the driveway location be marked at the site to facilitate a site visit by the Planning Board and the Suffolk County Department of Public_Works (SCDPW); and WHEREAS, in answer to the request by the Planning Board for a clarification on interpreting the bulk schedule relative the density and unit size for this project, as well as a determination on the proposed use and whether it is permitted in the Hamlet Density zoning district, the Southold Town Zoning,Board of Appeals (ZBA), on July 30, 2018, determined the following: (1) the Planning Board's utilization of the Density, Minimum Lot Size and Bulk Schedules in the Town Code as described is consistent with the Zoning Code; and (2) the residential site plan known as Vineyard View, consisting of seven (7) multiple dwellings containing-p 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 Vineyard View Page 6 January 17, 2019 the signs will be in accordance with the SCDPW. In addition, the Town Planning Board will send a request to the SCDPW for additional measures to provide bicycle and pedestrian safety along this stretch of CR 48, and if additional measures such as pavement markings or additional signage are approved by the County prior to their receiving their certificate of occupancy, Conifer will install them in the shoulders between the site driveway and Moore's Lane. 7. The property owner will purchase and install a bus shelter as shown on the approved site plan, if approved by the SCDPW prior to their receiving their certificate of occupancy. The design of the bus shelter must be substantially similar in appearance to the other bus shelters located in the Town, or otherwise acceptable to the Town Planning Board. The property owner shall maintain any future bus shelter located at this site. 8. All exterior lighting on the property, including lighting on the residential units, shall comply with the provisions of Chapter 172 of the Town Code, and the lighting plan pages of the approved site plan. Any future exterior light fixtures not shown on the approved site plan must be reviewed for compliance and approved by the Planning Board prior to installation. 9. All exterior signage on the property, shall comply with Town Code. Any future signage not shown on the approved site plan must be reviewed for compliance and approved by the Planning Board prior to installation. 10.Parking for residents or visitors to this development is permitted in designated parking areas only. No parking on County Road 48. 11.AII.trees and landscaping are required to be maintained by the property owner as shown on the approved site plan. Should a tree die or otherwise be destroyed, it must be replaced*with the same species and size as shown on the approved site plan within 6 months. Any change in tree or landscaping species must be approved in writing by the Planning Board. 12.Affordability a. In years 1 through 50, the maximum rents and maximum family income of tenants shall be in accordance with-section 42 of the IRS tax code, or as Section 42 may be amended in the future. Fifty percent of the units shall be affordable and reserved for households earning up to 50% of the U.S. Department of Housing and Urban Development (HUD) Area Median Income (AMI) for Nassau and Suffolk County (or the current designated geography) and 50% of the units shall be affordable and reserved for households earning up to 60% HUD AMI for Nassau and Suffolk County (or the current designated geography). Year 1 begins upon receipt of the final certificate of occupancy Vineyard View Page 7 January 17, 2019 b. From year 51 on, 50% of the units shall be affordable and reserved for families earning up to 80% of the HUD Area Median Income for Nassau and Suffolk County (or the current designated geography) in accordance with the same formula used in calculating Section 42 rents and income. c. The owner or manager of this property,will provide updates on the AMI and utility allowances to the Town Planning Board and Town Government Liaison annually. 13.Groundwater Conservation a. A separate well(s) shall be used for all irrigation to reduce the use of water from the Suffolk County Water Authority's system. b. No more than 1,000 gallons per day shall be used for irrigation. C. The well(s) shall include a meter to monitor the use of water for irrigation. A report of the number of gallons of water used each month for irrigation must be sent annually to the Planning Board. d. The pump for the well(s) shall not create noise that measures more than 50dB at the nearest residential structure. e. The use of native, drought-tolerant plants and drip irrigation in landscaping is required. f. An irrigation timing plan will be implemented for the site to be irrigated in phases so that sections of the site are irrigated on alternating days and the entire site is not irrigated all at the same time. g. An organic matter soil amendment (i.e. composted leaf mold) will be incorporated into the topsoil at a ratio of one part organic matter to two parts native topsoil, to increase its water-holding capacity. h. Coarse mulch at a minimum depth of 3" is required on all planted material. i. Soil moisture sensors will be used with the irrigation system, to water,only when necessary during times of low soil moisture. j. Total long-term irrigation of the site will be limited to 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 he 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, t or cut with machinery selective enough to keep nearby native plants intact to 'the greatest extent practicable. c. Excavation, grading and removal of natural materials are prohibited. d. No structures are permitted in the non-disturbance and wetland areas. e. The use of motorized vehicles is prohibited in the non-disturbance and wetland areas. f. Dumping or accumulation of unsightly or offensive materials including, but not limited to trash, garbage, sawdust, ashes or chemical waste'is prohibited in the non- disturbance and wetland areas. 16.Wildlife Protection During Construction a. The land area to be cleared shall be staked and inspected by the Planning Board-or their designees, as well as the Town Engineering Department prior to any land clearing. b. Site clearing activities shall begin at CR�48 and proceed towards the open space/natural areas. c. The Town Planning Department and the Town Engineering Department shall be notified by phone or email two days prior to clearing taking place on site. d. Wildlife sweeps conducted by a qualified wildlife biologist prior to clearing by heavy equipment will be required. Vineyard View Page 10 January 17, 2019 17. Eastern Box Turtle To minimize the loss of Eastern Box Turtles, the entire area of construction must be encircled by silt-fencing (aka turtle barriers) as described below prior to any clearing at the site. Any clearing at the site scheduled from April 1St through October 31St will be preceded by box turtle surveys following the protocol below: a. Prior to the commencement of any clearing activity, temporary turtle barriers (silt fencing) shall be installed around the limits of work and pre-construction turtle surveys must be conducted during appropriate weather conditions. b. Installation of the temporary turtle barriers must minimize vegetation disturbance. No clearing may occur outside the Limits of Work as shown on the approved site plan page E1 "Conditions and Removals". c. The bottom of the silt fencing must be buried in a 4-6 inch deep trench. The trench must be backfilled and compacted. If it is not possible to dig a trench, then the bottom of the barrier must be affixed to the surface. d. The silt fencing must be composed of at least 2 %Z feet of vertical barrier above ground. Once installed, the barrier shall be taut between the stakes. Slumps or loose materials will undermine the effectiveness of the barrier. No hay bales or other backing material shall be used. e. The limits of work must be encircled completely by the silt fence to exclude turtles from entering the area, but able to be opened for equipment to go in and out during working hours (and closed again at the end of the work day). f. The turtle barrier (silt fencing) should be installed immediately prior to the required survey. g. The biologist leading the survey shall inspect the barrier and facilitate any repairs/alterations necessary to ensure the integrity of the barrier. h. Turtle barriers may not be removed from the site until the project is complete and is stabilized by vegetation. i. Surveys for Eastern Box Turtles must be led by a herpetologist or wildlife biologist with experience locating wild box turtles. J. The survey effort required must equal the following: area of impact x 4 person- hours/acre = total person-hours of survey effort. Vineyard View 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. G. 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. Vneyard V►ew, LLC. BY:Vneyard View Managing Member, LLC. BY:Conifer Realty, LLC. Print name: By: Lisa Kaseman, Regional Vice Preside Applicant 02/15/2019 Signature: Date: ' �4\pS'aff'04cpG BUILDING DEPARTMENT-Electrical Inspector y� TOWN OF SOUTHOLD cm y .= Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 o • p!� Telephone (63 )765-1802-FAX (631) 765-950r 2019 Temporary Certificate # Date Customer Name Electrician Name �►p�S G Address Phone M W_- e-mail e-mail Mk322fze., ,S Phone License# 77 Z — Al E�- Sized d A Phase Overhead Underground #of Meters Remarks #of Underground Laterals1 2 New "H" Frame or PoleL H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid t 90 days t to above. Authorized by ------ �C) BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD t Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802-FAX (631) 765-9502 s Temporary_Certificate # --- 75- Date - - 2020 Customer Name Electrician Name Address%, V_qFM Phone 73 - OV f - E!1 % e-mail - K - M< Phone License # Size . L400 ---A Phase, 1- __ _ Overhead _ _-__- Underground ___ _ # of Meters _ - --_ - I Remarks - - --- - ---- - #of Underground Laterals -1 2 Nev - "H" Frame or Pole'; H P Fire Reconnect Was work done on Service? Y/N _ Flood Reconnect j Old Meter# ' Service Reconnected Application for electrical service equipment is on file with fhe 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 verification is valid5d' d' the date ab e. Authorized by a BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD ; t 'e Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 == ro4err(c southoldtownny.gov- seand(@,southoldtownny.gov e APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 10/29/2019 3 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 (AII Information Required) Name: Vineyard View Apartments, Building#03 Address: Greenport NY Cross Street: W/O Cha el Lane Phone No.: 585-360-7022 Dan Philhower, Job Super Bldg.Permit#: 4.3992 email: Dan.Philhower@Lechase.com Tax Map District:_ 1000 Section: Block:, Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Wiring of(2)Story Aparment Budding consisting of (10)Apartment Units&(1)100 amp,Common Area Meter. Circle All That Apply: Is job ready for inspection?: YES I NO Rough In Final Do you need a Temp Certificate?: ES / NO Issued On Temp Information: (All information required) Service Siz 1 Ph 3 Ph SizeA #Meters 11 Old Meter# New Service - ire Reconnect- Flood Reconnect-Service Reconnected Underground - verhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form.xis Cc X57 v I COUNTY OF SUFFOLK U VR;:�3 STEVEN ELLONE SEP 9 2020 SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF PUBLIC WORKS BU-ILIMt TG DEEM 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(63 1) 852-4100. Very truly yours, AC6xaa&r Pr&-c-. Alexander J.Prego,P.E.,P.T.O.E. Director of Traffic Engineering AJP:KD:shd cc: Town of Southold,Building Department SUFFOLK COUNTY IS AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER (631)852-4081 335 YAPHANK AVENUE ■ YAPHANK,N.Y.11980 `■ FAX(631)852-4079 m Town Hall Annex ��+� �� Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179co 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:4 Name (person submitting this form): Gwen O'Shea Capacity(check applicable line): X Owner Owner representative TrussReg15.docx Effective 1/1/2015 PROJECT % LOCATION Island ,� 1300 Walt Whitman Road,Melville, New York 11747 Phone 631 3001010LOCATION MAP owner/developer: CONIFER REALY LLC N.T.S. 83 E. Main Street,Suite 600, Rochester, New York 14604 LEGEND: ♦.;y'�,i.y I^ ..` `.0>'`'. `4 w / I / / ,. , �• .` \ , � / 1 / t 0 CVS Site/Civil Consultant PROPERTY LINE Y PROPOSED EASEMENT LIN E Dy ,,�,. PROPOSED TREE LINE Ilk / / Ia o'r' :`X�...x �-s "a ` / -0- PROPOSED UTILITY POLE / --------- "....^. .._..... .__. _;^.<_>..._..b...._.<._....<a._.r . .. . � FRESHWATER LAN _w. . _. ... ........_/ C W BOWMAN, LAND USE ESI,, I„AFFIRMED BY LETTER L K McLEAN ASSOCIATES, P.C...._......... c 6/20/2018 LONG ISLAND, NY 437 SOUTH RD., WATER METER BROOKHAVEN, NU NTRY VEX. EW YORK 11719 / / / e tam Tel: 631.286.8668 EX. WATER VALVE EX. U.G. WATER EX. U.G. TELEPHONE EX. U.G. ELECTRIC Ex. U.G. GAS VINEYARD VIEW (D EX. ELECTRIC MANHOLE NORTH ROAD �11,,. y0�1 1 4' Eu 6.6'N 6.6' �, �J \t EX. TRAFFIC SIGN TOWN OF SOUTHOLD, N.Y. 1 19� �. , \ *g N 1J00 J ® x9 n ` / / / EXISTING UTILITY LIGHT POLE J %A m s� J ;.. / / / / -O- EXISTING UTILITY POLE J 2' C'7 / / EXISTING LIGHT POLE ' 3 W N / o, „ II BLDG. 4 (TYPE A) Z yQ'" ''�'l / © EXISTING ELECTRIC METER :, , z4 r /01 12S — Q r � N 1� `f �, EXISTING FIRE HYDRANT ,'% FIN. FLR. EL. — 23.25 q ZZ cYj `v `u EXISTING WATER VALVEFIVI t'7 0. a 1J r, \ ,,,,:: /,,.,,,/// / �;✓gyp p; o ORA 0- 11 N ,Et \ �/ / / / EXISTING CATCH BASIN 0"' `^>:, ' , ', x 22.33 s. /,77 Q LL a �,>A •a © J J ;, / ,�(Q�/ mm EXISTING SPOT ELEVATION �' J 3 W :,rt ` :, / / / / NON— DISTURBANCE BUFFER Go ! .:..j.......... Qd y PA'b 3, P9.1' 2' Zg.OQ V �1 J ,h N 1,.,' Q Q ,, �; / PROPOSED SILT FENCE ■ 1 LIMITS OF CLEARING) � coniemr,, ` \ PROPOSED CONSTRUCTION FENCE REAL ESTATE OEVEI OPMENT,CONSTRUCTION & ANA 6EMEN7 �3 1J 2� / �1,2'DIA, PIERS (TYP,) yy� /' / s y / / / seal /f✓ // / / issued date description / Q / �' ;, V%';' / / / / / 1 7-22-19 FND.ASB. BLDGS. 1 &2 y� / / / / / / C: ' q / r' `r';'/ / / / 2 8-27-19 FND.ASB. BLDGS.6&7 ,A v ea *s ,ar yy, 3 9-6-19 FND.ASB. BLDGS.3,4&5 ® 4 9-25-19 FND.ASB. BLDGS. (Comm.Ctr.) 7 �- Z?'15 lag, OO a N p i ai O W N issued date description W 3 3 / A �o U_ � Q f Z �A. DI �A. ell I « P PJ B — 1J r .r a..._., rif...,_ ..-,. � 1 A PIERS ,,., _ N.5' N Y N N 1_ 16 O � � `Yn y`„K h• b /'� .� ' . Y `,,. 'kr, �' BLDG. 5 (TYPE A) P.�y J o y / a / / �` z..�x _ 3 'r.. : ' LIMITS OF 100 / / V / / / . 4 G` FIN. FLR. EL. - 25.15 ' '^ '� / / BACK/(OFFSET) o / / �yA I I WETLAND DELINEATION \ / title LL / / / A I / (BY C.X. BOWMA —LAND / / FOUNDATION \ I , \ri', USE ECOLOGICAL / u\ / q3gqV /SERVICFirl, INC.) `� ASB ILT UTY AL1 ell I I 0 ' / / / // : , / / / tBgg7 �Q� ? Detail (BIdg.3 4 5 6 & 7) C NOTES \. `` I 4{ `, / / / ... t f 41 (D 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. .,z� :., I I I I •'' N 2. THE HORIZONTAL DATUM IS IN THE NEW YORK STATE PLANE COORDINATE SYSTEM, v NAD83(2011),LONG ISLAND ZONE. °- .,`tV, NOV 2 0 2019 T3. THE VERTICAL DATUM IS REFERENCED TO NAVD88(GEOIDI2A). �o drawn by: DM 4. BEARINGS SHOWN ARE REFERENCED TO LIBER 11957 OF DEEDS AT PAGE 433. I I / / / / checked by: CFD a 5. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED ` (� ` ,h`:., LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE a I / scale: AS NOTED E NEW YORK STATE EDUCATION LAW. n:, ''`i N`w I 06 I 0 6. ONLY COPIES FI?OM THE ORIGINAL OFTHIS SURVEY MARKED WITH ANORIGINAL OF / �I I Fc.' Nf� `• t / / / / project number: 17106.000 p THE LAND SURVEYOR'S EMBOSSED"OR'INKED"SEAL SHALL BE CONSIDERED TO ' ', �►I I �'` pip L• S BE VALID TRUE COPIES. , I * �i9 sheet number 7. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED ..,_.,£-,...",'v':,'. _`i.._ .'isYY:.YY..`.x::Y:x:`1"[;vY^.•Y-x:Y:x'.v.�'a!:.Y..`>:v:x'v'"L'`!:v".."..::.v^.[:.Y?:.s'Y:k".X'Y:vY.^.x.... x.. ,r. y,�'s-.,..y,Y � ', , `, ;� .,:,.:x..� �- , t / ereby certify that this map was made from an actual survey IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS `4 I k 4,•7 ^ 5 ,,y,,,,,,...,Y------n-- - Y— 4>""""'A""" 1'"""" "".. I I C m leted b me on 07/16/2019 08/1212019 0813012019 and 09/24/2019. THE EDUCATION LAW OF THE STATE OF NEW YORK O ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND it y y;Y.. _ .. "' __----J-__-"...,r {' yti "�``^ `' ' p y PROHIBITS ANY PERSON FROM ALTERING ANYTHING „' _ , SAID CERTIFICATIONS SHALL RUN ONLY THE PERSON FOR WHOM x _ 4.......>....... _ ....,.......<>.... , ........,... ... – o :,x.y IN THE DRAWINGS AND/OR THE ACCOMPANYING SURVEYORS. S, 1 C _ L THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, t� - (� SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION - 050528 � 20 0 C14 0 2� 40 OF A LICENSED PROFESSIONAL ENGINEER, WHERE GOVERNMENTAL AGENCYAND LENDING INSTITUTION HEREON AND TO THE �' „v''" / I r F �� SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL I;: 1 0. / u D SV ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE � ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT x i, I / r> ��- LA�o TAMARA L. STILLMAN, P.L.S. 3 of 4 a AN FERABLE TO ADDITIONAL INSTITUTIONS OR SUBSE DENT OWNERS. II ? s% / / / / i "a, 1: THE FULL EXTENT OF THE ALTERATION ON THE TR S Q I / / / SCALE IN FEET DRAWING AND/OR IN THE SPECIFICATION Z / /. NYSPLS No. 50528 / a (NYS ED. LAW SECTION 7209-2) FIRE PROTECTION CONTRACTOR SHALL: 1. ENSURE THAT THE WORK SHALL BE DONE IN ACCORDANCE WITH NFPA CODES, ALL NATI❑NAL AND LOCAL RULES, REGULATIONS & APPLICABLE CODES, P SHALL SECURE ANY & ALL PERMITS REQUIRED FOR THE WORK & WILL OBTAIN ALL REQUIRED INSPECTIONS DURING THE COURSE OF AND COMPLETION ==- OF WORK, 2. BE RESPONSIBLE FOR & REQUIRED TO VISIT THE AREAS ENTAILED WITHIN THE SCOPE OF WORK, VERIFY DIMENSIONAL DATA, & REVIEW THE EXISTING CONDITIONS BEFORE PROCEEDING WITH THE WORK, ANT CONFLICTS WITH THE EXISTING CONDITIONS AND/OR SPECIFICATIONS SHALL BE j IMMEDIATELY BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO COMMENCING WORK, BEDROOM BEDROOM e BEDROOM BEDROOM BEDROOM BEDROOM 3, SET AND SUPERVISE ALL SAFETY PRECAUTIONS, AS OUTLINED PER OSHA STANDARDS, IN CONNECTION WITH THE WORK THROUGHOUT THE PROJECT, © �? • •; © ENGINEERING CONSULTING SOLUTIONS 4, VERIFY EXACT MEASUREMENTS AT THE JOB SITE, COORDINATE WITH EXISTING CONDITIONS WHERE INSUFFICIENT DETAIL DIMENSIONS ARE AVAILABLE ALL DIMENSIONS ARE TO BE FINISHED FACE OF CONSTRUCTION UNLESS OTHERWISE NOTED, DIMENSIONS NOTED AS 'CLR' (CLEAR) ARE NOT CLST J ALL BEDROOM J J CLST BABYLON, NEW YORK, 11702 ADJUSTABLE WITHOUT ENGINEER'S APPROVAL. IM I I I I I I I (LST (LST J (LST (LST J 5. ALL EQUIPMENT SELECTED SHALL FIT INTO THE PHYSICAL SPACES INDICATED, ALLOWING SUFFICIENT ROOM FOR ACCESS, SERVICING, REMOVAL AND HALL CLST CLST W W VV . p I a n n i n g — design . C O m REPLACEMENT OF PARTS ETC, ADEQUATE SPACE SHALL BE ALLOWED FOR CLEARANCE IN ACCORDANCE WITH THE REQUIREMENTS OF APPLICABLE CODES �� a HALL AND LOCAL ORDINANCES, AS PHYSICAL DIMENSIONS AND SPACE REQUIREMENTS OF SUCH EQUIPMENT VARY ACCORDING TO EACH MANUFACTURER, THE CO i CLST ( / J (LST \���✓✓✓ CONTRACTOR SHALL BE RESPONSIBLE FOR INITIAL ACCESS AND PROPER FIT, ATTIC ___ _ _ _ J J HALL HALL ;\4 BATH BATH CLST CLST BATH BATH — HALL " ` 6. MAINTAIN ADEQUATE RECORDS IN WRITTEN AND ELECTRONIC FORMAT THAT CLEARLY DOCUMENT ALL TESTING, TRAINING AND REVIEW PROCEDURES, - BATH BATH THIS DOCUMENTATION SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING. NAME & COMPANY ATTENDING PERSONNEL, GENERAL DESCRIPTION OF _ ._ IQ I UTIL HALL J J UTIL (;) P PROCEDURES, DATES, TIME OF DAY, DEFICIENCIES FOUND, CORRECTIVE ACTION TAKEN, AND NATURE OF FINAL RESULTS, DOCUMENTATION RECORDS SHALL BE KEPT IN AN ORDERLY, LEGIBLE AND UP-TO-DATE FORMAT, AND READILY AVAILABLE FOR REVIEW BY THE ENGINEER, EACH PROCEDURE -- KITC EN DOCUMENT SHALL BEAR THE NAME AND SIGNATURE OF AUTHORIZED REPRESENTATIVE, CO CO CO CO CO CO J T o o CO UTIL UTIL O KIT HEN 1001 �Q\ Q\ Q\ BEDROOM I N ATTT' (LST CO CLST CO 7. SECURE CERTIFICATES OF INSPECTION AND OF OCCUPANCY AS MAY BE REQUIRED BY AUTHORITIES HAVING JURISDICTI❑N OVER THE WORK AND AB❑�! CO KITCHEN KITCHEN IN ATTIC PROVIDE RECORD COPIES TO PLANNING AND DESIGN INC„ BABYLON, NEW YORK, 11702, UPON COMPLETION OF THE WORK, - © A RO V F CLST I (LST 8. ALL EQUIPMENT TO BE UL, LISTED FOR FIRE SERVICE AND SHALL BE COMPATIBLE WITH SYSTEM BEING USED. THE FIRE ALARM PANEL MUST HAVE A6& AA (LST O 00 IM I CLST BEDROOM AA z z ` FP FA.001 O O O } FA.001 Z GROUND SOLID CONNECTI❑N TO COLD WATER MAIN AS PER NFPA 70 & 72. - \ !h _j Q� 9. MANUAL PULL STATIONS TO BE INSTALLED AT 48' AFF PER NEPA, O\ O\ O\ IN ATTIC IN A T T I rJs IN ATTIC IN ATTIC CC Ir 10, ALL WALL MOUNTED VISIBLE NOTIFICATION APPLIANCES SHALL BE MOUNTED AT 80' AFF PER NEPA 72, ABOVE ABOVE `� ABOVE ABOVE �O z 2ND FLOOR -- --- - - --- I W o 11, ALL SPOT TYPE DETECTORS SHALL BE A MINIMUM OF 4 FROM CORNERS AND 3 FROM HVAC DIFFUSERS & FLUORESCENT LIGHT FIXTURES, WALL _ - - - - - - - - - - - - - - - _ _ - - - _ I / i u) MOUNTED SMOKE DETECTORS SHALL BE MOUNTED 4' FROM CEILING MIN. CEILING WITH 12' MAX. FROM CEILING & ONLY USED WHEN CEILING MOUNTING - - - - W - U) IS NOT POSSIBLE. LINING - - - �O� o . --- - - IN ATTIC m o - LIVING 12. WITH REGARD TO THE PLACEMENT OF SPOT TYPE DETECTORS MANUFACTURE'S RECOMMENDATION'S & NFPA DERATING TABLES WERE USED TO IN ATTIC TIC Uj w : DETERMINE THE RATED SPACING FOR THE DEVICES. CQ CQ CQ CQ CO CQ - LIVING LIVING U 0 LL 13. REMOTE LED's SHALL BE INSTALLED ON ALL DETECTORS NOT READILY VISIBLE & SHALL BE INSTALLED IN THE IMMEDIATE VICINITY OF THE - DEVICES THEY ARE CONNECTED TO THIS INCLUDES BUT IS NOT LIMITED TO DUCT DETECTORS AND ABOVE CEILING SMOKE DETECTORS, LL; W 0) � LU 14. A GENERAL ALARM SHALL BE ANNUNCIATED UPON ACTIVATION OF ANY PULL STATION, FLOW SWITCH, OR DETECTION DEVICE, A SUPERVISORY SIGNAL Q r) Q SHALL BE ANNUNCIATED UPON ANY TAMPER SWITCH ACTIVATION. A TROUBLE SIGNAL SHALL BE ANNUNCIATED UPON ANY FAILURE OF ANY DEVICE, D e-- 15. CONTROL (RELAY) MODULE FOR FAN SHUTDOWN (IF APPLICABLE) SHALL BE LOCATED WITHIN THREE FEET OF DEVICE BEING CONTROLLED AS WELL A -- O tN I O BEING SUPERVISED. 16. ALL WIRING SHALL BE SECURED INDEPENDENTLY TO BUILDING STRUCTURE EVERY FIVE FEET, ALL WIRE BELOW 8' ABOVE FINISHED FLOOR SHALL B PROJECT BY: PROTECTED AS PER NFPA AND LOCAL REGULATIONS. O\ O\ O\ 2ND FLOOR PLAN 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 CONDITI❑N', MANUFACTURERS RECOMMENDATIONS AS WELL AS I I i I - - SCALE 1/8" = 1" f'FADVANCED NEPA CODES SHALL BE F❑LL❑WEID, 18. FIRE ANNUNCIAT❑R SHALL BE LOCATED AS SHOWN AND THE LISTED TEMPERATURE SWITCH INSTALLED WITH ALL WEATHER HORN STROBE SHALL BE US VS INF P NETWORK �O �O �O �O SERVICES GROUP INC. USED. 19. THE LOCATION OF THE DEDICATED ELECTRIC CIRCUIT BREAKER FOR THE FIRE ALARM SYSTEM SHALL BE NOTED AT THE FACP AND\ MARKED IN THE 1 ST FLOOR— _ _ _ _ — — — _ _ AW — — — — _ I I I I © NEWYORK STAT(OF Certified Service-Disable BREAKER BOX AS PER NEPA 72. OPPORTUNITY Veteran-Owned Business 20, ALL SOLEN❑ID CONTROLLED DOORS SHALL BE FAIL SAFE AND WIRED SUCH THAT UPON ALARM ALL WILL OPEN TO AN UNLOCKED POSITI❑N, VS VS WF 95 TOLEDO ST FARMINGDALE NY 11735 21. WIRE SPECIFICATION, TELCO LINE FACP ; I } - ALL CABLE WILL EQUAL OR EXCEED MANUFACTURERS SPECIFICATIONS - ALL CABLE SHALL BE A MINIMUM OF; ACOM BEDROOM �� W BEDROOM Q z INDICATING CIRCUITS WILL BE AT LEAST 14 AWG FPL d _ INITIATING CIRCUITS WILL BE AT LEAST 16 AWG FPL BEDROOM BEDROOM BEDROOM BEDROOM X ANNUNCIATOR CIRCUITS WILL BE AT LEAST 16 AWG FPL I © © © LU cc 0 NYS TOXICITY# PLENUM, = 16020-970918-4001, NON PLENUM, = 16020-970905-4001 .-CONNECT T O 12 0 V A C � IC'J I J I BE ROOM TR BEDROOM J J z NYS SEQUENCE OF OPERATION I ALARM CK I ❑ I ��+� oo�M ❑ W W (LST HALL I CLST J (LST i CLST J Q_ W ' 1, ACTIVATION OF MANUAL PULL STATIONS, HEAT DETECTORS & AREA SMOKE DETECTORS SHALL CAUSE THE FOLL❑WING TO OCCUR, um I i CLST CLST HALL CLST CLST v W -TRIP SYSTEM INT❑ ALARM ❑ > 0 -DISPLAY ON FACP DEVICE IN ALARM EARTH GROUND -� J um Q O0 JF -TRIP CENTRAL OFFICE TRANSMITTER & CALL FIRE DEPARTMENT HALL (LST i CLST HALL O I ; -ACTIVATE STROBEALIGHTS THROUGHOUT THEATIDN BUILDING NCES OUGHOUT THE BUILDING - J BATH I sarH I cLsr HALL HALL CLST BATH t BATH Q 2. ACTIVATION OF THE FACP INTO ALARM SHALL CAUSE THE FOLLOWING T❑ OCCUR. FIRE ALARM RISER Q CLST I UTIL I BATH AJ BATH UTIL ----- (LST ' 2� z -ALL AUDIBLE APPLIANCES WILL SOUND TEMPORAL 3 O\ Q Q Q -ALL VISUAL APPLIANCES WILL ACTIVATE IN SYNCHRONIZATI❑N AS PER NFPA 72 NTS (/ I ----, ---- © d� J -SEND A SIGNAL TO A CENTRAL STATION TO BE HANDLED AS PER NFPA 72. __---_-;I o �•/ unL UT GO o o y -PRESSING THE 'SILENCE' SWITCH WILL SILENCE THE AUDIBLE APPLIANCE BUT. THE VISUAL APPLIANCES WILL CONTINUE UNTIL THE FACP IS ------ I 8. CO I CO ;�------ RESET BY A SEPARATE 'RESET' SWITCH.. oo CO -- - O CID O KITCHEN ---- -= O KITCHEN o O -THE TRANSMISSION OF A FIRE ALARM SIGNAL TO CENTRAL STATION SHALL ONLY OCCUR WHEN THE ALARM IS INITIATED FROM WITHIN THE o o KITCHEN O -- I KITCHEN I „-- z m aC PROTECTED PREMISES, & NOT FROM ANY OUTSIDE SOURCE. I ��_�a I KITCHEN KITCHEN 00 00 __ ___ _ AA INSTALLATION BY: � U I ----,' I O 00 ------- W m o 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 FA.001 t -- U\ --------i (LST (LST II------- ; FA.001 SIGNAL WHERE THEY SHALL BE HANDLED AS PER NFPA 72, NYS & LOCAL LAWS & REGULATIONS. -- I .-__-_-_ Cerrified�Liu/tlltledeaSoluhonsLTD. N UQ __ 95 Toledo Street ADDITIONAL N 0 TE S: ----" ---- ` Farmingdale,New York 11735 I I UlTtce:(631)756-2626 " I '--------- -------�' Fax:(631)756-8521 1. THIS BUILDING IS FULLY SPRINKLED WITH THE EXCEPTIONS OF THE ATTIC SPACES WHICH ARE COVERED WITH HEAT DETECTORS AS THE FACP IS LIVING f--_----_ \ -______; Christian A.Peterson7ll LOCATED IN THE SPRINKLER ROOM AND THE AREA IS COVERED WITH A LOW TEMP DETECTOR, A SMOKE DETECTOR IS LOCATED ABOVE THE FIRE I I ----- O O ----- O Website:www.solutions-nvs.com 0 PANEL AS PER NFPA, I --- i i ___ LIVING 2, SMOKE DETECTORS LOCATED WITHIN BEDROOMS, HALLS AND LINING SPACES WHEN TRIGGERED WILL ONLY ALARM LOCALLY AND NOT TO THE FIRE LIVING - �r�• '�' 1?°08778� Z DEPARTMENT, I I LIVING IT IS A VIOLATION OF LAW FOR ANY CLST j I LIVING UVING CLST PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT, TO ALTER AN ' ITEM ON THIS DRAWING IN ANY WAY. IF AN s ITEM IS ALTERED, THE ALTERING d g PROFESSIONAL SHALL AFFIX TO THE ITEM • TRUE r HIS SEAL AND THE NOTATION "ALTERED BY" NORTH FOLLOWED BY HIS SIGNATURE AND THE EIRE ALARM CONTROL PANEL MS96000DLS 1 t DATE OF SUCH ALTERATION, AND A a 1ST FLOOR PLAN ® ' ® • SPECIFIC DESCRIPTION OF THE AREAS O F WORK EIRE ALARM C❑M M U N I C A T❑R S L C L S Loop 2 1 SCALE 1/8" = 1" �_-� _-_ __ ---___-- __—�- ALTERATION. -----' - SMOKE DETECTOR SD355 31 �1d ■ / HEAT DETECTOR 302-AW-135 8 CO CARBON M❑N❑XIDE DETECTOR C01224TR 12 0 ADDRESSABLE INPUT MODULE SK-MONITOR 13 � WATER FLOW DETECTOR WFD-80 1 i � VALVE SWITCH TAMPER OSYSU-A2 2 ■ LOW TEMPERATURE SWITCH TA-40 1 TITLE: �o HORN STROBE COMBINATION P2RGL 12 ®� fli. ©n o® ®o o® o® r0 0 nn00nn o® o� o® oo 100 0 �® UNITS 2B , 3Bnn nn nn nn o " __j 0� w ❑U T D❑❑R HORN/STROBE COMBO P 2 R R K 1 ffDR00M STAIRS o. TCHEN KITCHEN KITCHEN _ •KITCH STAIRS BEDROOM CID 0 VIBRATING SSM24 1 ®D o m �� �o �� 0a �o �� �❑ a a as � `� o FIRE ALARM ...L - BELL VIBRAT ❑� 0® 0 0� 0� 0p 00 00 H 00 . , 00 END OF LINE DEVICE 1 - DATE: PROJECT NO.: ❑�� ®� ©[3 O� OD ©� oD I ; 8/27/19 �nl INTELLEGENT POWER SUPPLY FCPS24FS8 1 o�,IQ• o ^I nn nn nn nn nn nn 190827 KITCHEN c TCHEN KITCHEN KITCHEN ITCHW_ KITCHEN _ "�' '�"�' `�' L' `�� �� SCALE: DRAWING NO.: MANUAL PULL STATION BG12LX 1 �® ®® � Q ®�I ®® . ��� � � . ®® ®® � m 0 ®® ��, As NOTED a JUNCTION BOXES HVI INSTALL .kar:. x DRAWN BY: (INSTALL DEVICES MANUFACTURE BY FIRELITE) ; : MP FA - 200 PLOT PLANEQUIPMENT LEGEND �� _ SECTION AA (FRONT PARTIAL SECTION) _ CHECKED BY: NTS NTS SCALE 1/8" = 1" JB T-1,+,4u" _�,. .�.� „#�' fiy.•'n:.4 ;T �, " i-'- T .,�%'�4 it• !','s..,'` "a-^.«,r.�.• - _y 77 ggg -011k County Dc a'rtmen-t ofIxealzil Services Approval for Ccnstr:rtio:r-Other �. �a Tian Single Fanril y ' Deference 1Vo. Wo I' pAesAgn Flow `7 S Use(s) �J � tr:ese plans have Inert re J ed f., County De :ievr�d for€,e'-eras co 'ye �� Department of Health � S uffu ; �er�iiccc; s:ztdar�;, relating to water GttFPIY and �n ineor'sisk rtCi8;UCr +nt (fIS�3QUL 1. li O?f2'-&SS of any ch-fissions, Zack of aeta:., Oil*'���tf;;n i9 required i� L� in accordance t,; L uired - Sti,Ttdardls , 1 t ttt(P u i;t; C( 2tjl;it7:]i En t ,1.i1.!`$r-,Sj�EtS -^till;!14<i?•r'r=i 9 1:• expires d r' a27pjtC2tt7le yea . t_e ;u r�mt nt.Siris approval ars from the approval uat e619 ext,. ded oysnes d. 94 Tpprtova I!iL �C,i�/Iwi�Er X�Ri C)r 40 L� Ja 1300 Walt Whitman Road, Mel�il �- 11747 �4 �L-Tf n 'i D Phone 631 300 1010 owner/developer. � tJ CONIFER REALY LLC Y 83 E.Main Street,Suite 600, V g r 4 S /10 Rochester, New York 14604 � � Site/Civil Consultant S-9 Fuhfi-lij I Auff it ((yy I T S L K ' Md.FAN gg�gq� RC£ Water Une(s) .ST gt, Inspect Ibe 4LONG 37 so TH <NtY Suffolk County lJ ;'. ()--4 kLjA-i Se(Wes. AVE COUIW y RD., BROOKHAVEN, NEW yoRK• 11719 Call $52-5761, 4� Houi ::i r {Vance, Tel: 631.286.8668 ' To Schedule Inspection(s). VINEYARD VIEW NORTH ROAD TOWN OF SOUTHOLD, N.Y.,.J) own I'll MEN %"EVtea i i I I SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 'APPR&#L OF CONSTRUCTED WORKS Oa H.S.Ref.No. The sewage disposal and water supply facilities I at this location have been inspected and/or certified by this Oeparbnent or other agencies and f and to be atisfactory. Craig Knepper, P.E., Chief Office,of Wastewater M an-agement Cir .. . " . , ® - SHEET EGEND C:���`�`' ` SHEET 3 - i RECEIVE® ® -SHEET Z -,SHEET 4- a SEP 11 2020 SEP 18 2020 SUFF.CO.HEALTH SERVICES OFFICE OF WASTEWATER MGT, BIND T 1'O :'I� � `O D.�PT, ` 09/11/2020 D.M. INCLUDED DETAIL OF PUMP STATION T.L.S. DATE BYDESCRIPTION` ., APPROV. BY REVISIONS k. Town of Southold Suffolk ' County, New York 62600 . COUNTY ROAD 48 VINEYARD" VIEW, ` LLC - As—Built Survey Pump Station and .Force Main f� L. K. McLEAN ASSOCIATES, P . C . f CONSULTING ENGINEERS & LAND SURVEYORS 'Y 437 S,O'. '"COUNTRY ROAD,' BROOKHAVEN, NEW YORK, �- „_ Sheet No. Y �F� b5Q528O Designed By. P.L. Scale: 1 — 30, Community Development Corporation of Long Island 2100 Middle Country Road, Centereach,NY 11720 NeighboArkr 631.471.1215 •www.cdcli.org CHARTERED MEMBER June 24, 2019 Fed Ex: 813925150166 Amanda Nunemaker Town of Southold Building Department 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Re: Vineyard View HDFC—Building Permit Applications Dear Ms. Nunemaker: Enclosed,please find documents executed by Gwen O'Shea, as President and CEO of Vineyard View HDFC. ferely, e Meissner cutive Assistant to the President and CEO We Invest in Your Dreamssi'i f REScheck Software Version 4.6.5 Compliance Certificate Project Vineyard View - Building's 2 & 3 Type B Energy Code: 2015 IECC IT IGH E T Location: Greenport, New York O P PRD Oc AL Construction Type: Multi-family �, O Project Type: New Construction 441 ) Conditioned Floor Area: 6,189 ft2meg• \ Glazing Area 22% — 4r,� 1�;°; O Climate Zone: 4 (5572 HDD) d 7 Permit Date: �2NtK Permit Number: F STATE O Construction Site: Owner/Agent: Designer/ on ractor: County Road 48 Conifer, LLC BHC Architects, LLC Greenport, NY 11944 1000 University Avenue 1300 Walt Whitman Road Rochester, NY 14607 Melville, NY 11747 (585) 324-0546 (631) 300-1010 chardeen@bhc-architects.com trade-offCompliance: Passes using UA Compliance: 2.6%Better Than Code Maximum UA: 1518 Your UA. 1478 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. Assembly or U-Factor UA Floor 1: Slab-On-Grade:Unheated 415 10.0 0.767 318 Insulation depth: 2.0' Floor 2:All-Wood joist/Truss:Over Unconditioned Space 6,189 19.0 0.0 0.047 291 Roof 1: Flat Ceiling or Scissor Truss 6,189 38.0 0.0 0.030 186 Front Wall:Wood Frame, 16" o.c. 2,088 21.0 0.0 0.057 90 Window A: Vinyl/Fiberglass Frame:Double Pane with Low-E 26 0.360 9 SHGC: 0.40 Window B:Vinyl/Fiberglass Frame:Double Pane with Low-E 140 0.360 50 SHGC: 0.40 Window E:Vinyl/Fiberglass Frame:Double Pane with Low-E 105 0.360 38 SHGC: 0.40 Door A: Glass 160 0.250 40 SHGC: 0.40 Door B:Glass 80 0.190 15 SHGC: 0.40 Rear Wall:Wood Frame, 16"D.C. 2,088 21.0 0.0 0.057 86 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 280 0.360 101 SHGC: 0.40 Door B: Glass 160 0.190 30 SHGC: 0.40 Project Title: Vineyard View- Building's 2 & 3 Type B Report date: 06/12/19 Data filename: L:\10002 - Conifer-Vineyard View\00-Design\02-Documents\06-ComCheck& Page 1 of10 ResCheck\ResCheck- Building B.rck Gross Area Cavity Cont. Perimeter Door D: Solid 40 0.380 15 Left Wall: Wood Frame, 16"o.c. 893 21.0 0.0 0.057 44 Window A:Vinyl/Fiberglass Frame:Double Pane with Low-E 39 0.360 14 SHGC: 0.40 Window B:Vinyl/Fiberglass Frame:Double Pane with Low-E 53 0.360 19 SHGC: 0.40 Window D:Vinyl/Fiberglass Frame:Double Pane with Low-E it 0.360 4 SHGC: 0.40 Door A: Glass 20 0.250 5 SHGC: 0.40 Right Wall: Wood Frame, 16"o.c. 893 21.0 0.0 0.057 44 Window A:Vinyl/Fiberglass Frame:Double Pane with Low-E 39 0.360 14 SHGC: 0.40 Window B:Vinyl/Fiberglass Frame:Double Pane with Low-E 53 0.360 19 SHGC: 0.40 Window D:Vinyl/Fiberglass Frame:Double Pane with Low-E 11 0.360 4 SHGC: 0.40 Door A: Glass 20 0.250 5 SHGC: 0.40 Compll Statement: The proposed building design described he is co istent the building plans,specifications, and other talc ations s mitted with the permit application.The proposed b 'Iding hM d to meet the 2015 IECC requirements in RESch k Vers' n 4.6.5 and to comply withh theandatory requirem is liseck Inspection Checklist. L1r O Name-T' a Signature UDat Project Title: Vineyard View- Building's 2 & 3 Type B 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 B.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 c []Does Not [PR1]1 ienergy code compliance for the building envelope.Thermal ❑Not Observable lenvelope represented on ❑Not Applicable !construction documents. 103.1, !Construction drawings and ❑Complies 103.2, !documentation demonstrate ! ❑Does Not 403.7 !energy code compliance for [PR3]1 I lighting and mechanical systems. []Not Observable (Systems serving multiple ❑Not Applicable Idwelling units must demonstrate ; compliance with the IECC i 1 Commercial Provisions. 302.1, Heating and cooling equipment is; Heating: ; Heating: ;❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2]2 on loads calculated per ACCA raj Manual J or other methods i Cooling: ; Cooling: :[]Not Observable approved by the code official. Btu/hr ; Btu/hr :❑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 2 & 3 Type B Report date: 06/12/19 Data filename: L:\10002 - Conifer-Vineyard View\00-Des!gn\02-Documents\06-ComCheck & Page 3 of 10 ResCheck\ResCheck- Building B.rck S S Section Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions & RegJD 402.1.2 ;Slab edge insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies [FO1]1 1 ;❑ Unheated ;❑ Unheated ;❑Does Not :table for values. ❑ Heated ❑ Heated ;❑Not Observable ❑Not Applicable 402.1.2 Slab edge insulation ; ft ft ;❑Complies ;see the Envelope Assemblies [17O3]1 depth/length. ;❑Does Not :table for values. ;❑Not Observable ❑Not Applicable 303.2.1 A protective covering is installed ❑Complies [FO11]2 to protect exposed exterior ❑Does Not v insulation and extends a minimum of 6 in. below grade. [-]Not Observable ; ❑Not Applicable 403.9 Snow-and ice-melting system ❑Complies [FO12]2 controls installed. ❑Does Not ld)7 ❑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 2 & 3 Type B Report date: 06/12/19 Data filename: LA10002 -Conifer-Vineyard View\00-Design\02-Documents\06-ComCheck & Page 4 of 10 ResCheck\ResCheck- Building B.rck 1 1 Section Plans.Verified Field Verified # Framing%Rough-in Inspectiom mp Colies? v Comments/Assumptions. & Req.�D Value ' Value - - 402.1.1, ';Door U-factor. ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ; UDoes Not table for values. [FRl]1 ❑Not Observable ❑Not Applicable 402.1.1, Glazing LI-factor(area-weighted ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). ;❑Does Not table for values. 402.3.3, 402.5 ;❑Not Observable ; [FR2]1 ;❑Not Applicable u 303.1.3 LI-factors of fenestration products = _' ❑Complies ; [FR4]1 are determined in accordance y, ❑Does Not with the NFRC test procedure or taken from the default table. ° _ ,' =` ❑Not Observable IT ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ❑Complies ; [FR23]1 installed per manufacturer's JEIDoes Not instructions. .. ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built r _ �" y"° ; ❑Complies ; [FR20]1 is listed and labeled as meeting ❑Does Not �or�AAMA/WDMA/CSA 101/I.S.2/A440 ,0 has infiltration rates per NFRC • " ❑Not Observable ; 400 that do not exceed code ❑Not Applicable limits. 402.4.5 . 'IC-rated recessed lighting fixtures ; ;" ❑Complies [FR16,y sealed at housing/interior finish <� u. , ❑Does Not and labeled to indicate:52.0 cfm leakage at 75 Pa. � -°3. ,� ❑Not Observable ; ❑Not Applicable 403.3.1 Supply and return ducts in attics ❑Complies [FR12]1 insulated >= R-8 where duct is a` ❑Does Not >=3 inches in diameter and >_ COO R-6 where < 3 inches. Supply and ❑Not Observable return ducts in other portions off ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 for< 3 inches in diameter. 403.3.5 Building cavities are not used as °❑Complies [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable i ❑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- 3 ;❑Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC - -_ ❑Complies ; [FR24]'1 tpiping. ❑Does Not ❑Not Observable = _ ❑Not Applicable 03.53 ' Hot water pipes are insulated to ; R- R- ;❑Complies ; [FR18]2 >_R-3. ;❑Does Not ❑Not Observable ❑Not Applicable 403.6 JAutomatic or gravity dampers are ❑Complies ; [FRl'9]2 Hnstalled on all outdoor air `;,°., ❑Does Not intakes and exhausts. „ ❑Not Observable , ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Vineyard View- Building's 2 & 3 Type B Report date: 06/12/19 Data filename: L:\10002 -Conifer-Vineyard View\00-Design\02-Documents\06-ComCheck& Page 5 of 10 ResCheck\ResCheck- Building B.rck Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Vineyard View- Building's 2 & 3 Type B Report date: 06/12/19 Data filename: LA10002 -Conifer-Vineyard View\00-Design\02-Documents\06-ComCheck& Page 6 of 10 ResCheck\ResCheck- Building B.rck Section Plans Verified Field Verified .'# -Insulation Inspection dComplies?, Comments/Assumptions & Req.11) Value Value 303.1 All installed insulation is labeled ❑Complies ; [IN13]2 lor the installed R-values ❑Does Not 1provided. ❑Not Observable ❑Not Applicable 402.1.1, 'Floor insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies 402.2,6 ❑ Wood ;E] Wood ;❑Does Not table for values. [IN1]1 ( ❑ 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 F_ _ underside of the subfloor, or floor . ❑Not Observable ; framing cavity insulation is in ❑Not Applicable contact with the top side of f ;sheathing, or continuous insulation is installed on the underside of floor framing and ;extends from the bottom to the ;top of all perimeter floor framing - members. 402.1.1, ;Wall insulation R-value. If this is a: R- R- ;❑Complies ;see the Envelope assemblies 402.2.5, 'mass wall with at least 1,42 of the E] Wood ;E] Wood EDoes Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ mass ❑Not Observable [IN3]1 exterior,the exterior insulation ; requirement applies(FR10). ;❑ Steel ❑ Steel ;❑Not Applicable ; 303.2 Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. s ❑Does Not ❑Not Observable j ❑Not Applicable Additional Comments/Assumptions: r 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Vineyard View- Building's 2 & 3 Type B Report date: 06/12/19 Data filename: L:\10002 -Conifer-Vineyard View\00-Design\02-Documents\06-ComCheck& Page 7 of10 ResCheck\ResCheck- Building B.rck Section Plans Verified Field-Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & RegAD 402.1.1, ;Ceiling insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, I ;❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ;❑Not Observable 402.2.6 [Fill' ; ;❑Not Applicable 303.1.1.1, ;Ceiling insulation installed per ❑Complies ; 303.2 manufacturer's instructions. ❑Does Not [FI2]' :Blown insulation marked every 1300 ft2. ❑Not Observable ❑Not Applicable ; 402.2.3 !Vented attics with air permeable ❑Complies ; [FI22]2 :insulation include baffle adjacent 1 ❑Does Not !to soffit and eave vents that ° ;extends over insulation. - ❑Not Observable ❑Not Applicable ; 402.2.4 ;Attic access hatch and door ; R- R- ;❑Complies [17I3]' :insulation >_R-value of the ! :❑Does Not adjacent assembly. ;❑Not Observable ❑Not Applicable 402.4.1.2 ;,Blower door test @ 50 Pa. <=5 ACH 50 = ; ACH 50 = ;❑Complies [FI17]' :ach in Climate Zones 1-2, and ! :❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable j ;❑Not Applicable 403.3.4 Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies ; [17I4]' :cfm/100 ft2 across the system or ! ftz ft2 :❑Does Not <=3 cfm/100 ft2 without air j ;❑Not Observable ',handier @ 25 Pa. For rough-in UNot Applicable tests,verification may need to ! :occur during Framing Inspection. 403.3.3 ;Ducts are pressure tested to cfm/100 ; cfm/100 ;❑Complies ; [FI27]' !determine air leakage with ft2 ft2 :F—]Does Not either: Rough-in test:Total ;leakage measured with a ; ❑Not Observable :pressure differential of 0.1 inch : ; ;❑Not Applicable iw.g. across the system including ;the manufacturer's air handler !enclosure if installed at time of !test. Postconstruction test:Total :,leakage measured with a !pressure differential of 0.1 inch w.g, across the entire system including the manufacturer's air !handler enclosure. 403.3.2.1 ;Air handler leakage designated ❑Complies [FI24]' :by manufacturer at<=2%of ❑Does Not ;design airflow. i ❑Not Observable ❑Not Applicable 403.1.1 ;Programmable thermostats ❑Complies ; [Fl9]2 :installed for control of primary ❑Does Not ;heating and cooling systems and initially set by manufacturer to ❑Not Observable !code specifications. []Not Applicable ; 403.1.2 !Heat pump thermostat installed ❑Complies [FI10]2 ;on heat pumps. f ❑Does Not : ❑Not Observable ❑Not Applicable 403.5.1 ;Circulating service hot water ❑Complies ; [FI11]2 :systems have automatic or t ❑Does Not '!accessible manual controls. ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Vineyard View- Building's 2 & 3 Type B Report date: 06/12/19 Data filename: L:\10002 -Conifer-Vineyard View\00-Design\02-Documents\06-ComCheck& Page 8 of10 ResCheck\ResCheck- Building B,rck Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & ReclAD 403.6.1 ;All mechanical ventilation system ❑Complies [FI25]2 fans not part of tested and listed ❑Does Not ;HVAC equipment meet efficacy ;and air flow limits. ❑Not Observable ❑Not Applicable 403.2 ;Hot water boilers supplying heat ❑Complies [FI26]2 Ithrough 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 ❑Does Not !system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable ; pipe. Gravity and thermos- ❑Not Applicable ;syphon circulation systems are not present. Controls for !circulating hot water system pumps start the pump with signal ;for hot water demand within the ; ;occupancy.Controls !automatically turn off the pump ;when water is in circulation loop ; Hs at set-poirit temperature and :no demand for hot water exists. 403.5.1.2 !Electric heat trace systems ❑Complies [FI29]2 !comply with IEEE 515.1 or UL ❑Does Not 1515. Controls automatically ;adjust the energy input to the ❑Not Observable !heat tracing to maintain the ; ❑Not Applicable ;desired water temperature in the !pip ng. 403.5.2 'Water distribution systems that ❑Complies [F130]2 i have recirculation pumps that ❑Does Not pump water from a heated water ;supply pipe back to the heated ❑Not Observable Iwater source through a cold ❑Not Applicable Jwater supply pipe have a ;demand recirculation water !system. Pumps have controls ;that manage operation of the !pump and limit the temperature !of the water entering the cold ! jwater piping to 1049F. 403.5.4 ;,Drain water heat recovery units ❑Complies [FI31]2 tested in accordance with CSA ❑Does Not 1355.1. Potable water-side (pressure loss of drain water heat ❑Not Observable !recovery units < 3 psi for ❑Not Applicable ; individual units connected to one !or two showers. Potable water- ; !side pressure loss of drain water !heat recovery units < 2 psi for individual units connected to 'Ithree or more showers. 404.1 ;75%of lamps in permanent ❑Complies [FI611 (fixtures or 75%of permanent ! ❑Does Not fixtures have high efficacy lamps. ;Does not apply to low-voltage ❑Not Observable !lighting. ❑Not Applicable ; 404.1.1 !Fuel gas lighting systems have ❑Complies [FI23]3 no continuous pilot light. l []Does Not ❑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 2 & 3 Type B Report date: 06/12/19 Data filename: L:\10002 - Conifer-Vineyard View\00-Design\02-Documents\06-ComCheck& Page 9 of10 ResCheck\ResCheck- Building B.rck . 4 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req:ID 401.3 ;Compliance certificate posted. ❑Complies [F17]2 , ❑Does Not j I ❑Not Observable ❑Not Applicable 303.3 . Manufacturer manuals for ❑Complies [FI18]3 !mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: i 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Vineyard View- Building's 2 & 3 Type B . Report date: 06/12/19 Data filename: L:\10002 -Conifer-Vineyard View\00-Design\02-Documents\06-ComCheck& Page 10 of10 ResCheck\ResCheck- Building B.rck 2015 IECC Energy Efficiency Certificate Insulation . Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass& Door Rating U-Factor SHGC Window 0.36 0.40 Door 0.25 0.40 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments - N CD r Tw =3 PON APPOVED AS NOTED DATE• - B.P.# BEATTY HARVEY COCO ;:EE: U ARCHITECTS , LLP V ^TI-Y BUILDING DEPARTME NEW YORK I MARYLAND 'S VV ;gp2 8 AM TO 4I A FOR THAT 1300 Walt Whitman Road, New York, 11747 .LOWING INSPECTIONS: a: (s31>300-1010 TWO REQUIRED owner/developer R °OURED CONCRETE 944 GREEN RT K, �ULA FRAMING & PLUMBING Conifer Realty 1 T, 1000 University Avenue Suite 500 `� A"ON Rochester, NY 14607 ' NAL - CONSTRUCTION MUST 585.324-0500 COMPLETE FOR C.O. CONSTRUCTION SHALL MEET THE civil engineer �QUIREMENTS OF THE CODES OF NEW YORK STATE, NOT RESPONSIBLE FOR LKMA DESIGN OR CONSTRUCTCountry &405 ION ERRORS. e South Country Road 1 ' Brookhaven, NY 11719 631.286.8668' U1LL""1,`h11NG TYI"�wj% E . / - m.e.p. &f.p. PLUMBER CER TIF/CATION NEW ORK STCOMPLY ITH ALL CODES OF ATE & OWN CODES M15 Engineering, P.E. ` 150 North Chestnut Street BUILDING # ® 2 ON LEAD CONTENT BEFORE AS REQUIRED AND CONDITIONS Roches OF 585288.5590' Elowcr door CERTIFICATE OF OCCUPANO y \ and ductwork SOLDER USE — r' R testingOT SUPPLYSYSTEM CANNstructural engineer required. SOUTHOLDTOWN PLANNING BOARD TDM Consulting Engineering EXCEED 2/10 OF 1%LEAD. SOUTHOLD TOWN TRUSTEES 550 North County Road,Suite E -�-�— Saint James, NY 11780 N.Y.S.DEC 631.686.5234 ,IRE INSPECTION bAo"b' S U E urml4k F 0 R C 0 1`kN' S T U C T 10 0 REQUIRED BEFOREPiuMBING OPEIVING ALL PLUMBING WASTE key WATER LINES NEED M AJ1 KPmw* C H 15 2 0 19 rSANGBEFORE COUERING OCCUPANCY 0­ � USE IS UNLAWFI.P. TRUE NORTH Fl*receParation WITHOUT CERT{F JQA"I : required as per Must Provide Manuals OF OCCUPANCY � NYS Code �S rnd S as per ° Ener gY Code I 0 DRAINAGE IRSPECTIOt3�ARE REQUIRED - - - - _ Contact TOS Engineering at 765-1560 before o Backfill,OR Provide Engineer's Certification hl.,been Installed to Code. - _ that the dr�inan� project - _ VINEYARD VIEW - - - DO NOT PROCEED V'k'1TH County Road 48 A FRFL41NG UNTIL SURVEY Green ort NY 11944 1 I OF FOUNDATION LOCATIOIN p ' HAS BEEN APPROVED.,-, seal •' � 1 ARC - ELECTRICAL INSPECTION REQUIRED TRU CAR nn EQU.RED / ed date description - z 1 03/15/19 Issued for Construction I I �__L J__L __I I _-- J__L __ i__L J_-L L____ J__L I I I I I I I I 1 I I I I I 1 1 I I I 1 ____---_--- I T T' T F-1 T T�`- T T ------------T- T -I--------1- -I- 1------------------7- -i-___-_-_----------�- I I -T-_..._.� -I--�__LT-____-t-1-_------I--�--I-T-�—�-T---___-�_-----------1--I--L-1-------T-J--1--�--L--�'-----------------TJ__LT T__ -I I 11 I I I I 1 1 I 1 t I I I I I i I I I I I L__ Li---- I-------------------L----- I _1------J _____-------------------I ---- I----- --�---- 1-------L---- L----------------I- � ---------------.1..____-l-----------------1 -----t-------L------ I -----I ---- I-----------------_ J ----J ----- 1-1 ---- I--___---______---- , t zI i �* e /� �� J J��� �� � k� r�j'J r•;{.I.41! � .S `r� 6J, t / itle - COVER SHEET coo �r ' REAL ESTATE DEVELOPMENT, CONSTRUCTION & MANAGEMENT : ,. .. �.. . ...: __, drawn by: --- checked by: --- J scale: N.T.S. U N project number: 10002 Q 0 scaled Inc U 0 sheet number U BUILDING B 0 00 CVR0 -� 0 M ABBREVIATIONS SYMBOLS DRAWING LIST O I # POUND OR NUMBER JAN. JANITOR r�u & AND JST. JOIST < ANGLE JT. JOINT STANDARD REFERENCE BUBBLE z z @ AT w O J O [ CHANNEL LAV LAVATORY DETAIL NUMBER LU LU > LU Ln Ln L11UJ LU LU U A.L. CENTEF? LINE L.M.B. LIQUID MARKER BOARD u O > 3 �* u O > xk _ r Baa woo moo � 00 � 00 wrn � 0) i- M _ ^ mop fop w � � 00 3 DIA. DIAMETER OR ROUND LAM LAMINATE O a w > p z ° LU � L1 ''' L1 � N A3.01 1 PERPENDICULAR LT. LIGHT DRAWING NUMBER I- Q w �c n „>, rn w w .-1 p N 1n O ° > w > > > p z O I--' l0 Q M t0 t� w 01 w l0 W .-�1 p N O 1n -� pC Z ,_ w 6 Q � � � W 6 w � z � V � o N w o Y O o O a: M .-i p � z � ori Q -, R" Z � U W N N 0) ~' .--I p e-1 p N p -1 W N W M w N N Ol ;- .--1 .-1 N p .--1 W N \ A.B. ANCHOR BOLT M.D.O. MEDIUM DENSITY OVERLAY p -1 g O � o Z `1 v r' v 'r1 U O p o O O � 04 g o C1 o z .1 p ,� p ,r, u o p o Cr o ,`; p p o o p u. v) a p - v u o p O BEATTY HARVEY COCO A.C. ASPHALT CONCRETE M.H. MANHOLE t DETAIL MARK OR - W 0 0 o Q o "-' W 0 0 o Q p A R C H I T E C T S , L L P A.C.T. ACOUSTICAL CEILING TILE M.L. METAL LATH "� _.� A3.01 ENLARGED PLAN `^ _J "' 00 p v) � Ln 00 0- NEW YORK I MARYLAND A.D. AREA DRAIN M.O. MASONRY OPENING Ln SHEET NO. SHEET TITLE SHEET NO. SHEET TITLE `" 1300 Walt Whitman Road, New York, 11747 A A.N.S.I. AMERICAN NATIONAL STANDARDS MAX. MAXIMUM Iq p: (631)300-1010, New INSTITUTE MECH, MECHANICAL GENERAL PLUMBING -C A.F.A. ABOVE FINISH FLOOR MET. METAL owner/developer CVR COVER SHEET • • • • • • • • P0.01 SCHEDULE SYMBOLS AND NOTES-PLUMBING • • • • • A.S.R. AUTOMATIC SPRINKLER RISER MFR. MANUFACTURER A/C AIR CONDITIONING MIN. MINIMUM 1 SECTION GO.01 SYMBOL LEGEND,ABBREVIATIONS& DRAWING LIST • • • • • • • • PO.02 FIRE&BOOSTER PUMP PLAN • 1000 University Avenue Suite Conifer Realty ty ACOUS ACOUSTICAL MISC. MISCELLANEOUS A1.00 Rochester, NY 14607 CODE COMPLIANCE P1.002 BLDG 2 TYPE B UNDERGROUND FLOOR PLAN- PLUMBING • • Roches 500 ADJ. ADJACENT/ADJUSTABLE MTD. MOUNTED ALUM. ALUMINUM MTL. METAL CC0.00 CODE COMPLIANCE DATA& PLOT PLAN • • • • • • • P1.003 BLDG 3 TYPE B UNDERGROUND FLOOR PLAN-PLUMBING • • 585.324-0500 APPROX. APPROXIMATE MUL. MULLION ARCH ARCHITECTURAL CCO.01 BUILDING B EGRESS PLAN • • • • • • • P1.01 FIRST FLOOR PLAN-PLUMBING • • • • civil engineer AWP ACOUSTIC WALL PANEL NEW N. NORTH 1 EXTERIOR ELEVATION ARCHITECTURAL P1.02 SECOND FLOOR PLAN-PLUMBING • • • • LKMA N. A1.00 BD.A. BOARD N.I.C. NOT IN CONTRACT AO.01 BUILDING B SITE PLAN • • P1.03 ROOF PLAN- PLUMBING 437&405 • • • • South Country Road BLDG. BLOCK IG N.T.S. NOT BE SCALE A1.00 BUILDING B FOUNDATION PLAN • • • • • • P2.00 RISER DIAGRAMS-PLUMBING • • • • Brookhaven, NY 11719 BLK. BLOCK NO. NUMBER 1 631.286.8668 BLKG. BLOCKING NOM. NOMINAL A1.01 BUILDING B FIRST FLOOR PLAN • • • • • • • • • P5.00 DETAILS-PLUMBING • • • • BM. BEAM m.e.p. &f.p. BOT. BOTTOM O.C. ON CENTER 4 A1.00 2 INTERIOR ELEVATION A1.02 BUILDING B SECOND FLOOR PLAN • • • • • • • • • P5.01 DETAILS-PLUMBING • • • • B BTR. BETTER O.D. OUTSIDE DIAMETER/OUTSIDE A1.03 BUILDING B ROOF PLAN • • • • • • • • P5.02 FIRE PROTECTION DETAILS-PLUMBING • • • • M/E Engineering, P.E. DIMENSION/OVERFLOW DRAIN 150 No h Chestnut Street 3 C CARPET O.H. OVERHEAD A2.00 BUILDING B FRONT& REAR ELEVATIONS • • • • • • • • • P5.03 WATER SERVICE DETAILS-PLUMBING • • Rochester, NY 14604 C.A. CATCH BASIN O.S. OVERFLOW SCUPPER 585.288.5590 C.I. CAST IRON OFF. OFFICE ROOMNAME A2.01 BUILDING B LEFT& RIGHT SIDE ELEVATIONS • • • • • • • • • 1 C.J. CONTROL JOINT/ OPNG. OPENING ROOMNAME A3.01 BUILDING B FIRST FLOOR REFLECTED engineer CONSTRUCTION JOINT OPP OPPOSITE 03 ROOMNUMBER ECTED CEILING PLAN • • • • • • • structural TDM Consulting En ineerin C.P. CHECKERED PLATE A3.02 BUILDING B SECOND FLOOR REFLECTED CEILING PLAN • • • • • • • g g 550 North County Road,Suite C.T. CERAMIC TILE PT. PAINT/ POINT 101 DOOR NUMBER A4.00 BUILDING B UNIT PLANS Al,A2, B3 & B4 • • • • • • • • Saint James, NY 11780 AB. P.A. PLANTING AREA B A4.01 BUILDING B UNIT PLANS B3-ANSI &C2 • • • • • • • • 631.686.5234 CFMF COLDOLD FORM METAL FRAMING P.J. POUR JOINT CL CENTER LINE P.L. PROPERTY LINE A5.00 BUILDING B BUILDING SECTIONS • • • • • • • • CLG. CEILING P.MET. PRESSED METAL P1 PARTITION TYPE CLR CLEAR PAN. PANEL A5.01 BUILDING B BUILDING SECTIONS • • • • • • • • CMU CONCRETE MASONRY UNIT PL. PLATE O ACCESSORIES A6.00 WALL SECTIONS • • • • • • • • key COL. COLUMN PLAM. PLASTIC LAMINATE (SEE LEGEND CONC. CONCRETE PLAS. PLASTER ( ) A6.01 WALL SECTIONS • • • • • • • • TRUE NN. CONNECTION PLBG. PLUMBING NORTH 1 CONST. CONSTRUCTION PLYWD. PLYWOOD O FIXTURE NUMBER A6.02 WALL SECTIONS • • • • 1 CONT. CONTINUOUS PR PAIR (SEE LEGEND) A6.03 DECK PLANS, ELEVATION,SECTION & DETAILS • - C CTR CENTER PTD PAPER TOWEL DISPENSER CTSK. COUNTERSUNK PVMT. PAVEMENT OWNER SUPPLIED A7.00 ACCESSIBILITY DETAILS& NOTES • • D O D.F. DOUGLAS FIR / DRINKING Q.T. QUARRY TILE ITEMS (SEE LEGEND) A7.01 TYPICAL FRAMING &AIR SEALING DETAILS • • - FOUNTAIN A7.02 TYPICAL FRAMING &AIR SEALING DETAILS • • D.O. DOOR OPENING R. RISER Qo D.S. DOWNSPOUTR.A. RETURN AIR DRAWING REVISION NUMBER A7.03 TYPICAL FRAMING&AIR SEALING DETAILS • • DBL. DOUBLE: R.D. ROOF DRAIN A7.04 TYPICAL FRAMING &AIR SEALING DETAILS • • DEPT. DEPARTMENT R.F. RESILIENT FLOORING WINDOW LETTER A8.00 DOOR SCHEDULE &TYPES • • • • • • • o DET. DETAIL RAD. RADIUS OO DIA. DIAMETER RB RESILIENT BASE (SEE LEGEND) A8.00A DOOR DETAILS • • project DIM. DIMENSION REF. REFERENCE �\ DR. DOOR REINF. REINFORCED REFRIGERATIONDN. DOWN REFRIG. / REFRIGERATOR - -{�/V/-�) COLUMN GRID LINE A8.01 WINDOW SCHEDULE& DETAILS • • • • VINEYARD V DWG. DRAWING REQ'D REQUIRED �J A9.00 STAIR PLANS,SECTIONS&DETAILS • • VIEW DWR. DRAWER RESIL. RESILIENT BREAK LINE A10.00 BATHROOM PLANS, ELEVATIONS& DETAILS • • • • • • • 1 RM. ROOM E. EAST RV REVEAL A10.01 BATHROOM PLANS, ELEVATIONS& DETAILS • • • • • • • I D E.J. EXPANSION JOINT DATUM ELEVATION -1- A11.00 FINISH SCHEDULE&CLOSET DETAILS • • • County Road 48 E.T. EPDXY TOPPING S. SEALER Greenport, NY 11944 E.W.C. ELECTRIC WATER COOLER S.A. SUPPLY AIR A11.01 FIRST FLOOR FINISH PLAN • • • EA. EACH S.A./V.D. SEE AUDIO/VISUAL DRAWINGS �� �� EARTH A11.02 SECOND FLOOR FINISH PLAN • • • seal RED aq EF EIFS SYSTEM S.C. SOLID CORE EL., ELEV. ELEVATION S.C.D. SEE CIVIL DRAWINGS Al2.00 KITCHEN PLANS, ELEVATIONS& DETAILS • • • • • • ��pRE C�'/J ELEC. ELECTRICAL S.D. SCUPPER DRAIN /STORM DRAIN C • • • • • • • Cti ENCL. ENCLOSURE S.E.D. SEE ELECTRICAL DRAWINGS SAND Al2.01 KITCHEN PLANS, ELEVATIONS&DETAILS EQ. EQUAL S.I.D. SEE INTERIOR DRAWINGS A13.01 FIRST FLOOR FURNITURE PLAN • • , EQUIP. EQUIPMENT S.K.D. SEE KITCHEN DRAWINGS EXH. EXHAUST S.L.D. SEE LANDSCAPE DRAWINGS A13.02 SECOND FLOOR FURNITURE PLAN • • �'(� EXIST.,(E) EXISTING S.LD.D. SEE LIGHTING DESIGN DRAWINGS A14.00 PASSIVE RADON-RESISTANT SYSTEM • • • ;. ' EXP. EXPANSION / EXPOSED S.M.D. SEE MECHANICAL DRAWINGS a° CONCRETE, 0214,22 EXT. EXTERIOR S.P.D. SEE PLUMBING DRAWINGS STRUCTURAL 0 NES S.S. STAINLESS STEEL/SERVICE SINK SO.10 GENERAL NOTES& LOADING • • • • • F.A. FIRE ALARM S.S.D. SEE STRUCTURAL DRAWINGS L F.B. FLAT BAI2 S.V. SHEET VINYL S0.20 SPECIAL INSPECTION REQUIREMENTS • • • • • �issuedv date :description E F.D. FLOOR DRAIN S.WF.D. SEE WATER FEATURE DRAWINGS BRICK S1.00 FOUNDATION PLAN • • • • • • F.E.C. FIRE EXTINGUISHER CABINET SEC. SECTION F.F. FLOOR F=INISH /FACTORY FINISH SH. SHEATHING S1.01 SECOND FLOOR FRAMING PLAN • • • • • • 1 03/15/19 Issued for Construction F.G. FINISH GRADE SHT. SHEET F.H. FIRE HYDRANT SHTG. SHEETING CONCRETE MASONRY 51.02 ROOF FRAMING PLAN • • • • • •F.L. FLOW LINE SIM. SIMILAR UNIT F.O. FACE 01= SL. SLIDING 52.00 FOUNDATION SECTIONS • • • • • • F.O.F. FACE 01=FINISH SO. SOUTH 52.01 FRAMING SECTIONS • . • • • • • F.O.G. FACE OF GLASS SPEC. SPECIFICATION F//_ASTEEL S3.00 SHEAR WALL ELEVATIONS& DETAILS • • • • • • F.O.M. FACE OF MASONRY SQ. SQUARE F.O.S. FACE 01=STUD SSWP STAINLESS STEEL WALL PANEL S3.10 TYPICAL WOOD DETAILS • • • • F.O.SH. FACE 01=SHEATHING ST STONE F.S. FLOOR SINK/FULL SIZE/ FINISH STA. STATION 54.00 TYPICAL FOUNDATION DETAILS • • • • • SURFACE STD. STANDARD ROUGH WOOD HVAC FDN. FOUNDATION STL. STEEL FIN. FINISH STOR. STORAGE HO.00 GENERAL NOTES AND SYMBOLS-HVAC • • • • FL., FLR. FLOOR STRUCT. STRUCTURAL H0.01 SCHEDULES-HVAC • • • • FLUOR. FLUORESCENT SUSP. SUSPENDED FINISHED WOOD FR FIRE RATED/ FRAME SWBD. SWITCHBOARD TRIM HO.02 SITE PLAN-HVAC • • • • .+ FRP FIBERGLASS REINFORCED PLASTIC SYM. SYMMETRICAL H1.01 FIRST FLOOR PLAN -HVAC • • • • • FRT FIRE-RETARDANT TREATMENT FT. FOOT/FEET T. TRANSFORMER/TREAD ROUGH WOOD H1.02 SECOND FLOOR PLAN-HVAC • • • • • FTG. FOOTING T.A. TREE AREA BLOCKING H1.03 ROOF PLAN-HVAC • • • • • FURR. FURRING T.B. TACKBOARD/TOWEL BAR title T.C. TOP OF CONCRETE/TOP OF CURB H5.01 DETAILS-HVAC • • • • G.B. GRAB BAR T.J. TOOL JOINT S Y M B O L LEGEND, G.C. GENERAL CONTRACTOR T.O. TOP OF PLYWOOD H5.02 DETAILS-HVAC • • • • G.I. GALVANIZED IRON T.O.C. TOP OF CATCH BASIN G.S. GALVANIZED STEEL T.O.M. TOP OF MASONRY H5.03 PELICAN THERMOSTAT DETAILS ABBREVIATIONS & GA. GAUGE T.O.P. TOP OF PARAPET ELECTRICAL GALV. GALVANIZED T.O.W. TOP OF WALL RIGID INSULATION EO.00 GENERAL NOTES AND SYMBOLS- ELECTRICAL • • DRAWING LIST GFRG GLASS FABER REINFORCED GYPSUM T.P.D. TOILET.PAPER DISPENSER GL. GLASS T.S. TUBE STEEL EO.01 SITE PLAN- ELECTRICAL • • • • GR. GRADE T.V. TELEVISION GRD. GROUND TEL. TELEPHONE E1.01 FIRST FLOOR PLAN -ELECTRICAL • • • • • GSM GALVANIZED SHEET METAL TER. TERRAllO BATT INSULATION E1.02 SECOND FLOOR PLAN -ELECTRICAL • • • • GWB GYPSUM WALLBOARD THK. THICK + drawn by: GYP. GYPSUM TYP. TYPICAL E1.03 ROOF PLAN-ELECTRICAL • • • • --- IL • • • • H.B. HOSE BIBU.O.N. UNLESS OTHERWISE NOTED GYPSUM SHEATHING E4.01 DETAILS-ELECTRICAL checked by: H.C. HOLLOW CORE � OR WALL BOARD E4.02 DETAILS-ELECTRICAL • • • • scale: N.T.S. H.M. HOLLOW METAL V.C.T. VINYL COMPOSITION TILE E4.03 DETAILS-ELECTRICAL • • • • m H.P. HIGH POINT/ HORSE POWER V.I.F. VERIFY IN FIELD project number: 10002 _C HDR. HEADER VERT. VERTICAL E5.01 ONE LINE DIAGRAMS-ELECTRICAL • • • • U < HDW. HARDWARE E6scaled inch o HDWD. HARDWOOD W WEST .01 SCHEDULES-ELECTRICAL • • • • sheet number UHGT., HT. HEIGHT W.C. WATER CLOSET/WALL COVERING E6.02 SCHEDULES-ELECTRICAL • • >, HORIZ. HORIZONTAL W.H. WATER HEATER HR. HOUR W.P. WEATHERPROOF/WATERPROOF W/ WITH BUILDING B I.D. INSIDE DIMENSION/INSIDE DIAMETERWD. WOOD INFO. INFORMATION WF WIDE FLANGE m INSUL. INSULATION WT WEIGHT O9 + INT. INTERIOR _I + + _ + + GOOO 1� a' + I N zt F CODE COMPLIANCE DATA C) • 915.1.3 FORCED AIR FURNACES.CARBON MONOXIDE DETECTION SHALL BE PROVIDED IN DWELLING UNITS,SLEEPING UNITS AND CLASSROOMS SERVED BY A FUEL-BURNING,FORCED-AIR FURNACE. APPLICABLE CODES: • 602.5 TYPE V. EXCEPTION:CARBON MONOXIDE DETECTION SHALL NOT BE REQUIRED IN DWELLING UNITS, ^* ' 5233420 E THE DRAWINGS ARE BASED ON THE CURRENT UNIFIED NEW YORK STATE BUILDING CODE AS OF FILING TYPE V CONSTRUCTION IS THAT TYPE OF CONSTRUCTION IN WHICH THE STRUCTURAL SLEEPING UNITS AND CLASSROOMS IF CARBON MONOXIDE DETECTION IS PROVIDED IN THE DATED THE 2015 INTERNATIONAL BUILDING CODE 3RD PRINTING WITH APPLICABLE 2017 UNIFORM CODE ELEMENTS,EXTERIOR WALLS AND INTERIOR WALLS ARE OF ANY MATERIALS PERMITTED BY FIRST ROOM OR AREA SERVED BY EACH MAIN DUCT LEAVING THE FURNACE,AND THE CARBON i # "j - - SUPPLEMENT DATED OCTOBER 31,2017 AND THE FOLLOWING CODES AS ADOPTED BY THE STATE OF THIS CODE. MONOXIDE ALARM SIGNALS ARE AUTOMATICALLY TRANSMITTED TO AN APPROVED LOCATION. PROPOSED BUILDINGS:2B&3B 42736' S?7?330"fir USE&OCCUPANCY CLASS.: RESIDENTIAL GROUP R-2 NEW YORK. -106.00' CONSTRUCTION CLASS.: VB • 700 FIRE AND SMOKE PROTECTION FEATURES • 1000 MEANS OF EGRESS f _ 2015 INTERNATIONAL BUILDING CODE 3RD PRINTING • 708 FIRE PARTITIONS • 1004 OCCUPANT LOAD AUTOMATIC SPRINKLER SYSTEM: NFPA 13R 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 { ° BUILDING HEIGHT: 25.33' NUMBER OF STORIES: 2 2015 INTERNATIONAL FIRE CODE 3RD PRINTING OCCUPANCY LOAD TABLE-BUILDING B ARCHITECTS , L L P f ^` ° 2015 INTERNATIONAL ENERGY CONSERVATION CODE 2ND PRINTING SEPARATION WALLS ASREQUIRED BY SECTION 420.2 FOR GROUPS 1-1,R-1,R-2 AND R-3. NEW YORK MARYLAND BUILDING AREA: STORY: 5,430 SQ.FT. 2015 INTERNATIONAL PLUMBING CODE 3RD PRINTING OCCUPANT UNIT BUILDING BUILDING: 10,860 SQ.FT. 1300 Walt Whitman Road, New York, 11747 ��Ji �i ' ° 2015 INTERNATIONAL MECHANICAL CODE 3RD PRINTING • 708.3 FIRE-RESISTANCE RATING.FIRE PARTITIONS SHALL HAVE A FIRE-RESISTANCE RATING OF NOT GROSS LOAD OCCUPANT OCCUPANT A p: (631)300-1010 2015 INTERNATIONAL FUEL GAS CODE 3RD PRINTING LESS THAN 1 HOUR. UNIT AREA FACTOR LOAD LOAD -� UNIT TYPE QUANTITY (S.F.) (S.F./PERSON) (PERSONS) (PERSONS) owner/developer 2016 NYS SUPPLEMENT TO THE ENERGY CONSERVATION CODE • 708.4 CONTINUITY.FIRE PARTITIONS SHALL EXTEND FROM THE TOP OF THE FOUNDATION OR 2017 NYS UNIFORM CODE SUPPLEMENT TO THE BUILDING CODE Al 2 762 200 4 8 Conifer Realty I'.. FLOORICEILING ASSEMBLY BELOW TO THE UNDERSIDE OF THE FLOOR OR ROOF SHEATHING, 1000 University Avenue Suite 500 SLAB OR DECK ABOVE OR THE FIRE-RESISTANCE-RATED FLOOR/CEILING ASSEMBLY ABOVE, A2 2 834 200 5 10 Rochester, NY 14607 AMERICAN NATIONAL STANDARD(ICC Al17.1-2009) 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 SLAB, 63 2 924 200 5 10 W s • 300 BUILDING USE AND OCCUPANCY CLASSIFICATION THE SPACE BETWEEN THE CEILING AND THE SHEATHING,DECK OR SLAB ABOVE SHALL BE 64 2 997 200 5 10 ! se FIREBLOCKED OR DRAFTSTOPPED IN ACCORDANCE WITH SECTIONS 718.2 AND 718.3 AT THE civil engineer ' V. MULTIPLE DWELLING BUILDINGS: RESIDENTIAL GROUP R-2 PARTITION LINE. C2 2 1,318 200 7 14 LKMA TOTAL BUILDING OCCUPANT LOAD= 52 437 &405 2 $ ° South Country Road • 400 SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY EXCEPTIONS: • ® • 420 GROUPS 1-1,R-1,R-2,R-3 AND R-4 Brookhaven, NY 11719 • 420.2 SEPARATION WALLS. • 1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS 631.286.8668 f � 5.ATTIC FIREBLOCKING OR DRAFTSTOPPING IS NOT REQUIRED AT THE PARTITION LINE IN i ° • 1006.2 EGRESS FROM SPACES GROUP R-2 BUILDINGS THAT DO NOT EXCEED FOUR STORIES ABOVE GRADE PLANE, WALLS SEPARATING DWELLING UNITS IN THE SAME BUILDING,WALLS SEPARATING SLEEPING PROVIDED THE ATTIC SPACE IS SUBDIVIDED BY DRAFTSTOPPING INTO AREAS NOT EXCEEDING • 1006.2.1 EGRESS BASED ON OCCUPANT LOAD AND COMMON PATH OF EGRESS,TWO EXITS OR EXIT m.e.p. &f.p. UNITS IN THE SAME BUILDING AND WALLS SEPARATING DWELLING OR SLEEPING UNITS FROM 3,000 SQUARE FEET OR ABOVE EVERY TWO DWELLING UNITS,WHICHEVER IS SMALLER. ACCESS DOORWAYS FROM ANY SPACE SHALL BE PROVIDED WHERE THE DESIGN OCCUPANT M/E Engineering, , P.E. + �f OTHER OCCUPANCIES CONTIGUOUS TO THEM IN THE SAME EUILDING SHALL BE CONSTRUCTED LOAD OR THE COMMON PATH OF EGRESS TRAVEL DISTANCE EXCEEDS THE FOLLOWING 150 North Chestnut Street AS FIRE PARTITIONS IN ACCORDANCE WITH SECTION 708, 6.FIREBLOCKING OR DRAFTSTOPPING ISNOT REQUIRED AT THE PARTITION LINE IN BUILDINGS VALUES. - Rochester, NY 14604 EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED THROUGHOUT IN 585.288.5590 ° _ • 420.3 HORIZONTAL SEPARATION. ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2,PROVIDED THAT AUTOMATIC SPRINKLERS MAXIMUM PATH OF EGRESS TRAVEL DISTANCE OCCUPANCY OCCUPANT LOAD (WITH SPRINKLER SYSTEM FLOOR ASSEMBLIES SEPARATING DWELLING UNITS IN THE SAME BUILDING, FLOOR ARE INSTALLED IN COMBUSTIBLE FLOOR/CEILING AND ROOF/CEILING SPACES. OCCR-2 10 125' ) structural engineer e --I _ ASSEMBLIES SEPARATING SLEEPING UNITS IN THE SAME BUILDING AND FLOOR ASSEMBLIES • 711 FLOOR AND ROOF ASSEMBLIES TDM Consulting Engineering .2.4.3 DWELLING UNITS AND SLEEPING UNITS 6. SEPARATING DWELLING OR SLEEPING UNITS FROM OTHER OCCUPANCIES CONTIGUOUS TO • 711 • 1006.3 EGRESS FROM STORIES OR OCCUPIED ROOFS. 550 North County Road,Suite E THEM IN THE SAME BUILDING SHALL BE CONSTRUCTED AS HORIZONTAL ASSEMBLIES IN Saint James, NY 11780 ACCORDANCE WITH SECTION 711. HORIZONTAL ASSEMBLIES SERVING AS DWELLING OR SLEEPING UNIT SEPARATIONS IN • 1006.3.1 EGRESS BASED ON OCCUPANT LOAD.A SINGLE EXIT OR ACCESS TO A SINGLE EXIT SHALL BE 631.686.5234 �. • ACCORDANCE WITH SECTION 420.3 SHALL BE NOT LESS THAN 1 HOUR FIRE-RESISTANCE-RATED PERMITTED IN ACCORDANCE WITH SECTION 1006.3.2. 420.5 AUTOMATIC SPRINKLER SYSTEM. oo[l CONSTRUCTION. • 1006.3.2 SINGLE EXITS.A SINGLE EXIT OR ACCESS TO A SINGLE EXIT SHALL BE PERMITTED FROM ANY MULTIPLE DWELLING BUILDINGS: NFPA 13R (903.3.1.21 • 800 INTERIOR FINISHES STORY OR OCCUPIED ROOF WHERE THE FOLLOWING CONDITION EXISTS; • 803.1.1 INTERIOR WALL AND CEILING FINISH MATERIALS. key UJ I GROUP R OCCUPANCIES SHALL BE EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER MAXIMUM NUMBER PATH OF EGRESS TRAVEL DISTANCE SYSTEM IN ACCORDANCE WITH SECTION 903.2.8. STORY OCCUPANCY DWELLING UNITS WITH SPRINKLER SYSTEM) TRUE INTERIOR WALL AND CEILING FINISH MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE WITH ( NORTH ASTM E84 OR UL 723.SUCH INTERIOR FINISH MATERIALS SHALL BE GROUPED IN THE FIRST&SECOND R-2 4 125' C i- 2 • 420.6 FIRE ALARM SYSTEMS AND SMOKE ALARMS. FOLLOWING CLASSES IN ACCORDANCE WITH THEIR FLAME SPREAD AND SMOKE-DEVELOPED INDEXES. • 1030 EMERGENCY ESCAPE AND RESCUE - FIRE ALARM SYSTEMS AND SMOKE ALARMS SHALL BE PROVIDED IN GROUP 1-1,R-1,R-2 AND R-4 OCCUPANCIES IN ACCORDANCE WITH SECTIONS 907.2.6,907.2.8,907.2.9 AND 907.2.10, • 1030.1 GENERAL.IN ADDITION TO THE MEANS OF EGRESS REQUIRED BY THIS CHAPTER,PROVISIONS ° RESPECTIVELY.SINGLE OR MULTIPLE-STATION SMOKE ALARMS SHALL BE PROVIDED IN CLASS A:=FLAME SPREAD INDEX 0-25; SMOKE-DEVELOPED INDEX 0-450. O � ' GROUPS 1-1,R-2,R-3 AND R-4 IN ACCORDANCE WITH SECTION 907.2.11. CLASS B:=FLAME SPREAD INDEX 26-75; SMOKE-DEVELOPED INDEX 0-450. OCCUPANCIESSHALL BE IN ACCORDANCE WITH FOR EMERGENCY ESCAPE 06 3.2(1)ANDEGRESS 3NGS 12 2 ROUP R 2 CLASS C:=FLAME SPREAD INDEX 76-200;SMOKE-DEVELOPED INDEX 0-450. ( )AND R-3 _ OCCUPANCIES.BASEMENTS AND SLEEPING ROOMS BELOW THE FOURTH STORY ABOVE GRADE lit • 500 GENERAL BUILDING HEIGHTS AND AREASPLANE• 803.11 INTERIOR FINISH REQUIREMENTS BASED ON GROUP. SHALL HAVE AT LEAST ONE EXTERIOR EMERGENCY ESCAPE AND RESCUE OPENING IN o \ _ • 504 BUILDING HEIGHT AND NUMBER OF STORIES ACCORDANCE WITH THIS SECTION.SUCH OPENINGS SHALL OPEN DIRECTLY INTO A PUBLIC WAY N22°'6O0„w OR TO A YARD OR COURT THAT OPENS TO A PUBLIC WAY. \ BUILDING NUMBER OF SPRINKLERED a - - HEIGHT STORIES *INTERIOR EXIT CORRIDORS AND 1100 ACCESSIBILITY o GROUP . 1107 DWELLING UNITS AND SLEEPING UNITS 3 - - A�1 STAIRWAYS AND ENCLOSURE FOR EXIT ROOMS AND �6e BUILDING ALLOWED PROVIDED ALLOWED PROVIDED RAMPS AND EXIT ACCESS STAIRWAYS ENCLOSED SPACES • 1107.6 GROUP R project 564.52' 60' 25.33' 3 2 PASSAGEWAYS AND RAMPS VINEYARD VIEW ANSI&HVI UNIT SUMMARY • 506 R-2 C C C BUILDING UNIT NUMBER BUILDING AREA - BUILDING AREA NUMBER UNIT TYPE • 804 INTERIOR FLOOR FINISH ANSI HVI • 804.2 CLASSIFICATION.INTERIOR FLOOR FINISH AND FLOOR COVERING MATERIALS REQUIRED BY STORY BUILDING SECTION 804.2.2 TO BE OF CLASS I OR II MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE 1C A3 102 105 County Road 48 1 2B 63 202 --- Greenport, NY 11944 PLOT PLAN BUILDING ALLOWED PROVIDED ALLOWED PROVIDEC WITH NFPA 253. CLASS I z 0.45 watts/cm2 SCALE: 1 100-0 �� _ �� B 9,870 5,430 19,740 10,860 CLASS fl z 0.22 watts/cm2 3B B3 302 --- seal 000.00 - • 4A 61 403 --- D RCy, 804.4.2 MINIMUM CRITICAL RADIANT FLUX.IN ALL OCCUPANCIES,INTERIOR FLOOR FINISH AND FLOOR 5 L-____--___J , COVERING MATERIALS IN ENCLOSURES FOR STAIRWAYS AND RAMPS,EXIT PASSAGEWAYS, 5A B1 --- 501C? CORRIDORS AND ROOMS OR SPACES NOT SEPARATED FROM CORRIDORS BY PARTITIONS 6D C3 604 EXTENDING FROM THE FLOOR TO THE UNDERSIDE OF THE CEILING SHALL WITHSTAND A 7D MINIMUM CRITICAL RADIANT FLUX. -- --- - I �Y r tiY TOTAL 5 2LL ' r `----`-"---' l GROUP MINIMUM CRITICAL RADIANT FLUX �-y OR 142?- yp� GROSS AREA=5,430 SQ.FT. • 1200 INTERIOR ENVIRONMENT OF NES R-2 CLASS fl • 1207 SOUND TRANSMISSION •1207.2 AIR-BORNE SOUND.WALLS,PARTITIONS AND FLOOR/CEILING ASSEMBLIES SEPARATING DWELLING UNITS AND SLEEPING UNITS FROM EACH OTHER OR FROM PUBLIC OR SERVICE 506.3 FRONTAGE INCREASE: • 900 FIRE PROTECTION SYSTEMS AREAS SHALL HAVE A SOUND TRANSMISSION CLASS OF NOT LESS THAN 50,OR NOT LESS THAN I issued date description • . 901.6 SUPERVISORY SERVICE.WHERE REQUIRED,FIRE PROTECTION SYSTEMS SHALL BE MONITORED 45 IF FIELD TESTED F BY AN APPROVED SUPERVISING STATION IN ACCORDANCE WITH NFPA 72. 0R AIR-BORNE OR E NOISE WHEN TESTED IN ACCORDANCE WITH ASTM E90. 1 03/15/19 Issued for Construction I c' • 901.6.1 AUTOMATIC SPRINKLER SYSTEMS SHALL BE MONITORED BY AN APPROVED SUPERVISING • 1207.3 STRUCTURE-BORNE NOISE.FLOOR/CEILING ASSEMBLIES BETWEEN DWELLING UNITS AND + + SLEEPING UNITS OR BETWEEN A DWELLING UNIT OR SLEEPING UNIT AND A PUBLIC OR SERVICE AREA + + STATION. WITHIN THE STRUCTURE SHALL HAVE AN IMPACT INSULATION CLASS RATING OF NOT LESS THAN 50, r + + • 903.2.8 GROUP R.AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3 OR NOT LESS THAN 45 IF FIELD TESTED,WHEN TESTED IN ACCORDANCE WITH ASTM E492. TRUSS/JOIST IDENTIFICATION SIGN -L - - J- - L - - - - - -r - _JJ SHALL BE PROVIDED THROUGHOUT ALL BUILDINGS WITH A GROUP R FIRE AREA, BUILDING UNIT SUMMARY PERIMETER=363 FT. FRONTAGE=241 FT. . 906.1 WHERE REQUIRED.PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED IN ALL OF THE Signs shall be supplied and installed by G.C.at all exterior building entrance doors,exterior exit FOLLOWING LOCATIONS: UNIT SUMMARY-BUILDING 2B discharge doors,and fire department hose connections attached to the face of the building,not If=[F/P-0,25]W/30 more than 12 inches horizontally from the latch side of the doorjamb,and not less than 42 If=[241/363-0.25]30/30 1.GROUP A,B,E,F,H,1,M,R-1,R-2,R-4 AND S OCCUPANCIES. UNIT NO.OF GROSS AREA inches nor more than 60 inches above the adjoining walking surface. If=0.41 FLOOR NUMBER UNIT TYPE BEDROOMS (S.F.) Signs shall consist of a circle 6 inches in diameter,with a stroke width of 112 inch.The sign EXCEPTION:IN GROUP R-2 OCCUPANCIES,PORTABLE FIRE EXTINGUISHERS SHALL BE 201 C2 3 1,318 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. 202 B3 2 924 Signs shall contain the roman alphanumeric designation of the construction type of the building, ALLOWABLE AREA FACTOR: A f=7,000 SQ.FT. 2.WITHIN 30 FEET(9144 mm)OF COMMERCIAL COOKING EQUIPMENT. 203 Al 1 762 "I","II","III","IV"or'V'to indicate the construction classification of the structure under section 31N AREAS WHERE FLAMMABLE OR COMBUSTIBLE LIQUIDS ARE STORED,USED OR DISPENSED. FIRST 602 of the BCNYS.The alphabetic designation for the structural components that are of truss 4.ON EACH FLOOR OF STRUCTURES UNDER CONSTRUCTION,EXCEPT GROUP R-3 204 Al 1 762 ALLOWABLE type construction,as follows: STORY AREA: Aa=[At+(NS x If)]x S. Aa=[7,000+(7,000 x 0.41)]x 1 OCCUPANCIES,IN ACCORDANCE WITH SECTION 3315.1 OF THE INTERNATIONAL FIRE CODE. 205 B3 2 924 "F" Floor framing,including girders and beams Aa=9870 SQ.FT. 5.WHERE REQUIRED BY THE INTERNATIONAL FIRE CODE SECTIONS INDICATED IN TABLE 906.1. 206 C2 3 1,318 " 6.SPECIAL-HAZARD AREAS,INCLUDING BUT NOT LIMITED TO LABORATORIES,COMPUTER I Roof framing" Floor Roof framing ALLOWABLE BUILDING AREA: Aa x ACTUAL NUMBER OF STORIES ROOMS AND GENERATOR ROOMS WHERE REQUIRED BY THE FIRE CODE OFFICIAL. 207 B4 2 997 title "FFR THE SIGN SHOULD READ AS FOLLOWS: 9,870 SQ.FT.x 2=19,740 SQ.FT. 208 A2 1 878 CODE • 912.1 INSTALLATION.FIRE DEPARTMENT CONNECTIONS SHALL BE INSTALLED IN ACCORDANCE WITH SECOND •600 TYPES OF CONSTRUCTION THE NFPA STANDARD APPLICABLE TO THE SYSTEM DESIGN AND SHALL COMPLY WITH 209 A2 1 878 COMPLIANCE 6"DIAMETER • 602 CONSTRUCTION CLASSIFICATION SECTIONS 912.2 THROUGH 912.6. 210 B4 2 997 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 UNIT SUMMARY-BUILDING 3B PLAN REFLECTIVE RED ELEMENTS SHALL BE IDENTIFIED FOR THE USE OF THE FIRE DEPARTMENT.APPROVED SIGNS PANTONE(PMS)#187 THE BUILDING ELEMENTS SHALL HAVE A FIRE-RESISTANCE RATING NOT LESS THAN THAT REQUIRED TO IDENTIFY FIRE PROTECTION EQUIPMENT AND EQUIPMENT LOCATION SHALL BE UNIT NO.OF GROSS AREA G SPECIFIED IN THE FOLLOWING TABLE. CONSTRUCTED OF DURABLE MATERIALS,PERMANENTLY INSTALLED AND READILY VISIBLE. FLOOR NUMBER UNIT TYPE BEDROOMS (S.F.) 301 C2 3 1,318 + drawn by: --- N "� �� REFLECTIVE WHITE FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS(HOURS) • 915.1 GENERAL.CARBON MONOXIDE DETECTION SHALL BE INSTALLED IN NEW BUILDINGS IN ACCORDANCE WITH SECTIONS 915.1 THROUGH 915.6. 302 B3 2 924 checked by: --- BUILDING ELEMENT TYPE VB Y2"STROKE • 915.1.1 WHERE REQUIRED.CARBON MONOXIDE DETECTION SHALL BE PROVIDED IN GROUP 1-1,1-2,1-4 303 Al 1 762 scale: AS NOTED PRIMARY STRUCTURAL FRAME 0 AND R OCCUPANCIES AND IN CLASSROOMS IN GROUP E OCCUPANCIES IN THE LOCATIONS FIRST SPECIFIED IN SECTION 915.2 WHERE ANY OF THE CONDITIONS IN SECTIONS 915.1.2 THROUGH 304 Al 1 762 project number: 10002 BEARING WALLS EXTERIOR 0 915.1.6 EXIST. 305 63 2 924 scaled inch Q INTERIOR 0 . 915.1.2 FUEL-BURNING APPLIANCES AND FUEL BURNING FIREPLACES.CARBON MONOXIDE DETECTION 306 C2 3 1,318 0 sheet number o NONBEARING WALLS AND PARTITIONS SHALL BE PROVIDED IN DWELLING UNITS,SLEEPING UNITS AND CLASSROOMS THAT CONTAIN A 307 B4 2 997 U EXTERIOR(FIRE SEPARATION DISTANCE>_30 FEET) 0 FUEL-BURNING APPLIANCE OR FUEL-BURNING FIREPLACE. INTERIOR 0 SECOND 308 A2 1 878 BUILDING B FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS 0 309 A2 1 878 ROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS 0 310 B4 2 997 co a� _4H CCO . 00 + + + + + + Cl) I COMPLIANCE CODE,LEGEND ' r UNIT TYPE: 64 � � UNIT TYPE: A2 UNIT TYPE: A2 UNIT TYPE: 84 EGRESS PATH ----------------- (11 HR)RATED DEMISING WALL TO USE GROUP: RESIDENITAL R-2 USE GROUP: RESIDENITAL R-2 USE GROUP: RESIDENITAL R-2 USE GROUP: RESIDENITAL R-2 CONTINUE TO EXTERIOR WALL. 1 HR FIRE RATED PARTITION GROSS AREA: 997 S.F. GROSS AREA: 878 S.F. GROSS AREA: 878 S.F. GROSS AREA: 997 S.F. PROVIDE SINGLE SIDED FLAMEBLOCK' LOAD FACTOR. 200 S.F./PERSON LOAD FACTOR: 200 S.F./PERSON LOAD FACTOR: 200 S.F./PERSON LOAD FACTOR: 200 S.F./PERSON RATED SHEATHING AT EXT.&CONT. Li OCCUPANT LOAD: 5 PERSONS OCCUPANT LOAD: 5 PERSONS OCCUPANT LOAD: 5 PERSONS OCCUPANT LOAD: 5 PERSONS TYPE'X'G.W.B.AT INTERIOR. QOCCUPANCY LOAD TABLE-BUILDING B - Q Q Q OCCUPANT UNIT BUILDING ___ — - GROSS LOAD OCCUPANT OCCUPANT r--- - -- -_ — - BEATTY HARVEY C)DCO 1 ______ I •------� UNIT AREA FACTOR LOAD LOAD i ® ® ♦ I r-------a ® � ; UNIT TYPE QUANTITY (S.F.) (S.F./PERSON) (PERSONS) (PERSONS) ARCHITECTS , L L P A NEW YORK MARYLAND -�- ; j IQ I ; Arc] I ; Al 2 762 200 4 8 1300 Walt Whitman Road, New York, 11747 ' II I ' A p:(631)300-1010 UI 1 - 0 �____ �j� �- I A2 2 834 200 5 10 1 , _ U , I I 10 , owner/developer L-_ ® �® ; ® , I , • ® ; , B3 2 924 200 5 10 } ' . fieri ���JJJ! ® I E __ I _� Conifer Realty IL=K B4 2 997 200 5 10 1000 University Avenue Suite 500 1 , - 1 1 �IHI• ___}}y�}��} y�}��} I Rochester,NY 14607 11 IT ---J ' -- �I1 [Rd `i ' 1!I ! 1 ,1 ---11Cflilf , 1 I �lilfi;I 1 C2 2 1,318 200 7 14 1 - �- I , SII ____ - - I , -- 585.324-0500 J ___ ! ; I ; �I I J j r TOTAL BUILDING OCCUPANT LOAD= 52 civil engineer ' I � LKMA I I +-- I �- � 437&405 -- - I - ' LK__J ; ! -� South Country Road . 1 L_ f 1 I -- Brookhaven, NY 11719 ' L--J 1 1 r -- V631.286.8668 -- o o --- II = I I --- 1 o o C) � I 1 - r 1 ; I m.e.p. &f.p. II 1 , I I - =_ � ' W _ _ M/E Engineering, P.E. 000 IE,0,0 i J I - 1 B 150 North Chestnut Street __' i 1 - -- ' Rochester,NY 14604 ® I �� _ J , 00 'I ' I _ I =-- ' i ! i� — 585.288.5590 L-L-- -- ' l- ---- I -- -- I -- ! - L_ J i --- ® - ' I \ / structural engineer mn ! - - ! -�_- M Fil I \\ // TDM Consulting Engineering 550 North County Road,Suite E Saint James, NY 11780 I I 631.686.5234 / F_ici nn nn LJ X key N C I — PLAN I o 0 o� MEANS OF EGRESS PATH L MEANS OF EGRESS PATH MEANS OF EGRESS PATH MEANS OF EGRESS PATH N� ORIGIN: BEDROOM I ORIGIN: BEDROOM ORIGIN: BEDROOM ORIGIN: BEDROOM ISTANCE: 61' I DISTANCE: 58' DISTANCE: 58' DISTANCE: 61' TRUE o project 2 BUILDING B - SECOND FLOOR EGRESS PLAN VINEYARD VIEW CC0.01 SCALE: 1/8"= 1'-0" County Road 48 Greenport, NY 11944 UNIT TYPE: C2 UNIT TYPE: B3 UNIT TYPE: Al UNIT TYPE: Al UNIT TYPE: B3 UNIT TYPE: C2 seal USE GROUP: RESIDENITAL R-2 USE GROUP: RESIDENITAL R-2 USE GROUP: RESIDENITAL R-2 USE CROUP: RESIDENITAL R-2 USE GROUP: RESIDENITAL R-2 USE GROUP: RESIDENITAL R-2 GROSS AREA: 1318 S.F. GROSS AREA: 924 S.F. GROSS AREA: 762 S.F. GROSS AREA: 762 S.F. GROSS AREA: 924 S.F. GROSS AREA: 1318 S.F. ED ARC LOAD FACTOR: 200 S.F./PERSON LOAD FACTOR: 200 S.F./PERSON LOAD FACTOR: 200 S.F./PERSON LOAD FACTOR: 200 S.F./PERSON LOAD FACTOR: 200 S.F./PERSON LOAD FACTOR: 200 S.F./PERSON \�( GER OCCUPANT LOAD: 7 PERSONS OCCUPANT LOAD: 5 PERSONS OCCUPANT LOAD: 4 PERSONS OCCUPANT LOAD: 4 PERSONS OCCUPANT LOAD: 5 PERSONS OCCUPANT LOAD: 7 PERSONS �Cj AQP J Q =_� • (1 HR)RATED DEMISING WALL TO � �� !A +, 0 � CONTINUE TO EXTERIOR WALL. 4 44 Q ----- PROVIDE SINGLE SIDED'FLAMEBLOCK' Y' - rt,> _ - - RATED SHEATHING AT EXT.&CONT. I I �-- - I •---'-- '+ TYPE'X'G.W.B.AT INTERIOR. E � � . � I �'� �------'. I � � of � , ® 1 j ; ! I ; E issued date description I , j --- �'_ _-' �� i . 1 El LJ IL ---- ® ' ® ; ® • , I I ! ; I 1 I�@ ; 1 03/15/19 Issued for Construction V_I --- ' 2 07/01/19 Project Bulletin No 4 I � 'I I� ' I ® I ® I r _ 1 , I ���jl_'y�� i �i �IIIIIIII__� 1 I IIIIIIII___J IIIIIIII___ •I�t� 0 • ! `�' -IIIIIIIII, L___ IIIIIII I 1 -IIIIIIIII • IIIIr � I� �_ 1 r- � 1 1 I I I I ---- --- 0.O Iff -__ I - -- 1 III . • 1 _� III I L__-- 1 r �_ -- ra'0 I I I I � •I 1 (Ji I rtlr- I ; j II I � � ' ~ -`ll=-/LSI IL--1J ; _ , II I , I�OO - `, ' -I i j , j--'- I-- O N C I- II I O O I" LL-- J 00 -I- ll -- ^•.. IL--�i --JI II I II III ' l 1 I I I L II II I 1 SII • r---- ' I ♦ 1 p ' I I II I III 1 = � I • I __ _ - � , III I I�4-___- 1 ♦ , Qe.4_____L__ 1 ' , lop __ II!L III 1 I� L I JI 1 I�� . -- 1l I ♦ 1 r IFT-71 -_�_________ I ________ __ , L El 1 1 1 --_ i1,' _ 0 I ♦ title rf-71� nn ' , , 1 I ♦ BUILDING B EGRESS PLAN 1 1 ' F — J i + + drawn by: ' ; 1 1 �/ 4 checked by: --- MEANS OF EGRESS PATH MEANS OF EGRESS PATH scale: ORIGIN: 1ST FLR BDRM ® 1/8"= 1'-0" DISTANCE: 64' ORIGIN: 1ST FLR BDRM DISTANCE: 64' project number: 10002 Q MEANS OF EGRESS PATH MEANS OF EGRESS PATH MEANS OF EGRESS PATH MEANS OF EGRESS PATH MEANS OF EGRESS PATH MEANS OF EGRESS PATH scaled inch ° ORIGIN: 2ND FLR BDRM ORIGIN: BEDROOM ORIGIN: BEDROOM ORIGIN: BEDROOM _ _ ORIGIN: BEDROOM ORIGIN: 2ND FLR BDRM " "�"11 UU sheet number ° DISTANCE: 63' DISTANCE: 56' DISTANCE: 51' DISTANCE: 51' DISTANCE: BE DISTANCE: 63' m _ � KTN� BUILDING B - BUILDING B FIRST FLOOR EGRESS PLAN m CC0.01 SCALE: 118"= 1'-0" �� � ' 5T + —�- H + + 5+- Appendix E Area Calculations Appendix E Area Calculations M Table One:Dwelling Unit Space Table One:Dwelling Unit Space o Vineyard Views-Building 26 Vineyard Views-Building 3B Number of Interior Total Interior Gross Area Total Gross Interior Gross Area Total Gross Dwelling Unit Space Gross Area Including Exterior Area IncludingDwelling Unit Space Number of Total Interior Each Space Gross Area g P Each Space Gross Area Gross Area Including Exterior Area Including Each Space Wails Each Space Exterior Walls Each Space Walls Each Space Exterior Walls Unit Al(1 Bedroom) 2 741 1,482 805 1,610 Unit Al(1 Bedroom) 2 741 1,482 805 Unit A2(1 Bedroom) 2 850 1,700 878 1,756 Unit A2(1 Bedroom) 2 850 1, 1,700 878 1,756 Unit 83(2 Bedroom) 2 895 1,790 924 1,848 Unit 83(2 Bedroom) 2 895 1,790 924 1,848 Unit 84(2 Bedroom) 2 965 1,930 997 1,994 Unit B4(2 Bedroom) 2 965 1,930 997 _ 1,994 Unit C2(3 Bedroom) 2 1,223 2,446 1,318 2,636 Unit C2(3 Bedroom) 2 1,223 2,446 1,318 2,636 Totals 30 9,348 9,844 " Totals 10 9,348 9,844 BEATTY HARVEY COCO ARCHITECTS , L L P Table Two:Residential Common Space Table Two:Residential Common Space wmj NEW YORK I MARYLAND _ 20" Vineyard Views-Building 2 Vineyard Views-Building 3B S23'34 1300 Walt Whitman Road, New York, 11747 " - Number of Interior Total Interior Gross Area Total Gross Number of Interior Total Interior Gross Area Total Gross A p: (631)300-1010 Residential Common Space Gross Area Including Exterior Area Including Residential Common Space Gross Area Including Exterior Area Including Each Space Gross Area Each Space Gross Area owner/developer Each Space Walls Each Space Exterior Walls Each Space Walls Each Space Exterior Walls Water service 1 82 82 " 88 88 water service 1 8z 82 s8 s8 Conifer Realty M - Totals 1 82 -88 Totals 1 82 88 IOOO University Avenue Suite SOO _ - M - 427.38' Rochester, NY 14607 ' - S21°2330"E Appendix E Area Calculations Appendix E Area Calculations 585.324-0500 _\ 1060o, Table Three:Total Residential Interior Gross Area Percentages Table Three:Total Residential Interior Gross Area Percentages Civil engineer :�. ( Vineyar sews-Building 2B "• Ineyar lews "Building 36 LKMA Percent of. S y� Total Interior Total Interior Percent of 437 &405 pp �q Total Residential Space Total Interior Total Residential Space Total Interior South Country Road 1:'�:'::I':•li { _ / O Gross Area Gross Area p; Residential Gross Area Residential Gross Area Brookhaven, NY 11719 631.286.8668 Dwelling Unit Space 9,348 94.1396 Dwelling Unit Space 9,348 99.13% 1 ° PROPOSED BUILDINGS:2B Residential Common Space 82 0.87% Residential Common S ace 82 0.87% m.e.p. &f.p. Space USE&OCCUPANCY CLASS.: RESIDENTIAL GROUP R-2 \ Totals 9,430 100.00% Totals 9,430 .10o.o0f M/E Engineering, P.E. B I. CONSTRUCTION CLASS.: VB }' \ 150 North Chestnut Street f ':�:':�' - (:': • . I __ o ; AUTOMATIC SPRINKLER SYSTEM: NFPA 13R - , C.. . BUILDING HEIGHT: 25.33' Rochester, NY 14604 \ 585.288.5590 ...: Table Four:Total Buildiing Gross Area Table Four:Tota!Buildiin Gross Area NUMBER OF STORIES: 2 g .{' o BUILDING AREA: STORY: 5,430 SQ.FT. Vineyar Views-Building 2B Vineyard Views- TORIES: iews-Bui ing 3B \` BUILDING: 10,860 SQ.FT. Total Total Gross Area Total Total Gross Area structural engineer J, ` . :,.✓.. .. ......•:: Building Totals Building Totals TDM Consulting Engineering , Interior Including Gross Area Exterior Walls 'n T 'n T Interior Including \ Gross Area Exterior Walls 550 North County Road,SUite E Residential Dwelling Unit Space 9,348 9,844 Residential Dwelling Unit Space 9,348 9,844 Saint James, NY 1 1780 Residential Common Area 82 88 - Residential Common Area 82 88 631.686.5234 Non-Residential ace 0 0 • :' o Non-Residential S ace 0 _0 Grand Totals __9,430.. 9,932 Grand Totals 9,430 _ 9,932 • O PROPOSED BUILDINGS:2C ' USE&OCCUPANCY CLASS.: RESIDENTIAL GROUP R-2 `JQ '3 CONSTRUCTION CLASS.: VB r'6, key AUTOMATIC SPRINKLER SYSTEM: NFPA 13R Vy m BUILDING HEIGHT: 25.33' TRUE NUMBER OF STORIES: 2 NORTH C BUILDING AREA: STORY: 5,430 SQ.FT. ° BUILDING: 10,860 SQ.FT. S� C ♦ �, + O I O \. ♦ O O ` I O 0 O O O f o O • O I ♦ o ro'ect o P 1 I 0 { 0 VINEYARD VIEW a ° S i I I j I ` 0 D I I D 9 46 S. i 3 1 Coun Road 48 Greenport, NY 11944 9 \ G • ♦ l W seal I ea I R E D A R R E \ \ P ' C J ' I \ ' / I P 0 2 2 14 2 y S. F OFE N S . .' E I .. .. ... .. .• .• af, Issued date description �... .. . °.'. ., f o 1 03/15/19 Issued for Construction .. .. .. ® c CD 17 LLJ :.. N I ......::..:. .:�. i i M M title SITE PLAN tios��o � I � - _ / --- N22°78'00"(iIj � -� drawn by: checked by: scale: 1"=50'-0" _UCL project number: 10002 6Q�°�` scaled inch 0 0 -6641,62' sheet number o b �s CO BUILDING B � SITE PLAN a A0.01 SCALE: 1"=50'-0" + I + I o . . BEATTY HARVEY COCO A R C H I T E C T S , L L P NEW YORK 1 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 LKMA 437 &405 South Country Road Brookhaven, NY 11719 631.286.8668 m.e.p. &f.p. M/E Engineering, P.E. E I- B 150 North Chestnut Street Rochester, NY 14604 585.288.5590 2 1 2 J 2 structural engineer A5.00 A5.01 NA2.00,r A5.01 TDM Consulting Engineering 550 North County Road,Suite E Saint James, NY 11780 631.686.5234 108'-6%4" 14'-5/" 21'-4Y4" 36'-104° 21'-4Y4" 14'-5Y4" 4'94" 9'0" g'_23/^ g'0" 4'-9%" key TRUE NORTH — — — — — — — — — — — — — — — — — — — — — — — — — — — — ❑ + I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------ --- - - - - - - - - - - - - - -. - - - -� - - - - ` - - - - - - �Q� � ��� I �_ � �oI — - - - - - - - - - - - - - - - - - - 1 I LI- J L_ _IJ LI- -1I - - - - - - - - - - - - - - - - - - — o I i I I _ I 1 = I F i � O I N I I N I O I 1 I - ,• I I •• I I I I I I I _ M I I - - - - - - -I- - - - - - - -I- - I I I _ -- I I M 1 — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I — I I '• � .: � I i i � i II I i i i I •.. I project 31 VINEYARD VIEW 2-4/I' '. I I I I I I I I .• $'-4 4" I I — I LI I + I -•• I " I I i I I i I I I I " I I � I + County Road 48 I 1 , , Greenport, NY 11944 I •• I I I I I I I I I I I u I ••. I I I I I I seal I .: I I I i I I � I I i i I '• I cER� �Rc n I I I I C?��JP� IlE L--- -------� --------------� I I L-------------- ------------- I I lv Pv ^ ' n ' ^ ' 1 " ^ ' 1 ^ ^ n ' 3 " c .� 16-0%" 2'0 19 2 0 16 8/z 2-0 16 8/z 2'-0 1 3 2'.0" I 15 0/a 1 rn -------------�-------- - 1 I--------------;�--------------1 A2.01 I I I I I I A2.01 1 I I - I i I I :: I "' F 1 j I I I I I I M 1 9T OF1NE`i`1 O� A5.00 I I I I A5.00 E I I I I I I I I issued date description + 2'40 I I I I I I + I I I I I I I 1 03/15/19 Issued for Construction I— I I I I I I • I I I I I I I I I I ' I I '• I I I I I I I I I I I I I ' I I I I I I I I I I I I I � I I I I I I I I I •. � I j I I I � � I I I j 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 OF F- - - - - - - - - - - - - - - - - - - -I— I - - - - - - - - - - - - - - - - - - - - — +p I L J �N — I I — —I— — L — — — — — — — — — — - N CV I I N O I I I p N I - - - —I- - - - - - - - - - -I— N I 0n 9 I I I I 9 C I N -I— — - - - - - - - - -I— o title q I _ _ MI iv �I -1 - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - -J I _ M _ I E- I " I M BUILDING B F-1-1- -1 F -1-I L. J L- J � � � J L J F-I- -1 f—1-1 I o_I_________ -o _ _- ----_I-o ► FOUNDATION q I a-- L J L J EO ; Tn L _ J L J �I— -1 r-- — -, ,- — -1 -1 F — -1 1- -1-1 PLAN D►_ _ __I a _____-_ -I__-_______-I-a ---------_ _I_-_ __-_- L J L J L J L J L J L J 1'9" 10'-113/4" .1,-g,, 4'-84" 10'11%" 2'-5Y" 5'-2" 3'-10" 10'-0%" 10'-0,'/4" 10'-0%^ 3'-10" 5'-2" 2'-5Y2" 10'-11%^ 4'-84° 1-9" 10'11%° 1'-91 Ir Ir - + drawn by: ?'-0" 14'-5%" 23'-3%" 3T-9'/" 23'-3%" 14'-5%" ' --- 4 2 4 2'-0' checked by: --- 117'-34/" scale: 3/16"= Y-0" J project number: 10002 2 2 1 1 2 scaled inch < A5.00 A5.01 A2.00 A5.01 sheet number O DD U O BUILDING B 1 FOUNDATION PLAN _ _ aA1.00 SCALE: 3/16" = 1'-0" cc @A ] 000 F+ + + + + i 1 21 31 41 51 61 7 1 8 9 a e-_- -�-�- INTERIOR WALL ASSEMBLY LEGEND N INTERIOR WALL ASSEMBLY SYMBOL MATERIAL W WOOD STUDS FIRE RATING a• 0 NON-RATEDAAA 1 1 HOUR RATED WH16A A G.W.B.ONE SIDE ONLY 112"RC-1 RESILIENT DOUBLE TOP PLATE 112"RC-1 RESILIENT DOUBLE TOP PLATE 112"RC-1 RESILIENT DOUBLE TOP PLATE 112"RC-1 RESILIENT DOUBLE TOP PLATE 112"RC-1 RESILIENT--JDOUBLE TOP PLATE 1/2"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. (1)LAYER 5/8"TYPE CHANNEL AT 12"O.C. (1)LAYER 518"TYPE'X' CHANNEL AT 12"O.C. CHANNEL AT 12"O.C. (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 5/8 TYPE'X' (1)LAYER 5/8 TYPE X' (1)LAYER 518' TYPEX' (1)LAYER 5/8 TYPE'X' (1)LAYER 518 TYPE X (1)LAYER 518 TYPE X (1)LAYER 518 TYPE X B E ATT Y HARVEY COC O ( ) G.W.B.(60TH SIDES) G.W.B.(60TH SIDES) G.W.B.(BOTH SIDES) G.W.B.(60TH SIDES) G.W.B.(BOTH SIDES) G.W.B.(60TH SIDES) " G.W.B.(BOTH SIDES) STUD SIZE 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�"x 3%") G.W.B. 1/2"RC-1 RESILIENT 1/2"RC-1 RESILIENT 112"RC 1 RESILIENT NEW YORK I MARYLAND 6 2 x 6(12"x 52") CROSS BRACED(TYP.) CROSS BRACED(TYP.) CROSS BRACED(TYP.) CHANNEL AT 16'O.C. FCHANNEL AT 16' O.C. �CHANNEL AT 16"O.C. WALL TYPE BLOCKING FOR GRAB BLOCKING FOR GRAB BLOCKING FOR GRAB BLOCKING FOR GRAB BLOCKING FOR GRAB BLOCKING FOR GRAB 1 300 Walt Whitman Road, New York, 11747 �A H SHEAR 3 CONT.SOUND 5 CONT.SOUND 5"CONT.SOUND A p: (631)300-1010 ' 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 BLANKETS ELEVATIONS ELEVATIONS BLANKETS ELEVATIONS ELEVATIONS BLANKETS owner/developer 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 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 0)LAYER 1%2"OSB O.C.U.O.N.SEE (1)LAYER 18z"OSB 1000 University Avenue Suite 500 STRUCTURALPLANS STRUCTURALPLANS STRUCTURAL PLANS STRUCTURAL PLANS STRUCTURAL PLANS STRUCTURALPLANS STRUCTURAL PANEL STRUCTURAL PLANS STRUCTURALPANEL Rochester, NY 14607 NOT ACCEPTABLE AT DEMISING 585.324-0500 7. WALLS&CEILINGS FOR THIS FOR SPACING FOR SPACING FOR SPACING FOR SPACING FOR SPACING FOR SPACING FOR SPACING :,.:. .. .. �.:. PROJECT _' . .. • , �. , . " civil engineer 518 518 7F518' 518' 518' 518 51/2 518 518 51/2 518" 518 5112 518 518" 51/2 518 9 3112" 1/4' 112" 71/4" 112" 15/32"-'77132' 723132" 112" LKMA 3112 1/ �� 3 31 �� 314' 15132"� ACCEPTABLE AT DEMISING 437 8.405 South Count Road .....> 1 HR RATED(U.L.DES.U311) 1 HR-RATED U L DES.U311 NON RATED 1 HR RATED(U.L.DES.U311) Country ,:._ ;_ WALLS&CEILINGS FOR THIS W04A NON-RATED W04 NON-RATED W14 W06 NON-RATED WD16 ( ) WH06 WH16 SHEAR Brookhaven, NY 1 1719 PROJECT O O STC RATING:50(45 FIELD TESTED) O O STC RATING:50(45 FIELD TESTED) SHEAR 631.286.866811719 STC RATING:50(45 FIELD TESTED) m.e.p. &f.p. BB 150 2 1 2 2 M/E Engineering, P.E. A5.00 A5.01 A2.00 A5.01 North Chestnut Street Rochester, NY 14604 585.288.5590 BUILDING 3B ONLY BUILDING 2B&3B BUILDING 2B&3B BUILDING 3B ONLY 108'-6 4" structural engineer TDM Consulting Engineering 14'-54" 21'-44" 36'-10/" 21'-4 4" 14'-5%" 550 North County Road,Suite E Saint James, NY 11780 ' 1 3 3 3 " 3 1 1 " 7 " 1 ST FLR EXTERIOR WALL CONSTRUCTION 631.686.5234 1ST FLR EXTERIOR WALL CONSTRUCTION 7'-2%" 7'-2 a" 6'-3" 9'-1" 6-0/" 4-9/' 4'-6' 4'-6" 4-7/" 4'-7/ 4'-6" 4'-6" 4'-9/a 6'-0/a 9'-1" 6'-3" 7'-2�" T-2� HARDIEPLANK LAP SIDING OVER HARDIEPLANK LAP SIDING OVER CONTINUOUS AIR&WATER RESISTIVE CONTINUOUS AIR&WATER RESISTIVE BARRIER OVER%"EXTERIOR GRADE BARRIER OVER 12"EXTERIOR GRADE PLYWOOD SHEATHING FASTENED TO 2x6 : PLYWOOD SHEATHING FASTENED TO 2x6 WOOD STUDS WITH R-21 BATT INSULATION o o o o WOOD STUDS WITH R 21 BATT INSULATION key N OVER CONTINUOUS VAPOR BARRIER AND 8" ' OVER CONTINUOUS VAPOR BARRIER AND 8" PLAN GYPSUM WALLBOARD ON INTERIOR SIDE. © © a°. . • : GYPSUM WALLBOARD ON INTERIOR SIDE. a ' , 1. Ji Eli BUILDING 2B ONLY © WH16 W04 `° p m W04 WH16 © OO C? B2 62 N W04 W04 W04 W04 WD16 W04 W14 W14 W04 WD16 W04 W04 W04 W04 TRUE o TELCO &WATER ti project 1 SERVICE ROOM - woo woo + 3 VINEYARD VIEW W04 W04 , �� 200 300 �� r=====������I W04 W04 r=====������I W04 r= 2� ---- J W04 I ----� ---- W04 ------- W04 WD16 W04 ; --- L-- --J W04 ------- i� p W04 W04 \ D 4 4 County Road 48 _J _ WO W04 - - ---- W04 I - W04 I J I woo Greenport, NY 11944 W04 W04 , ;� � W04 W04 W04 D h 94 c� W04 W06 W04 --- ---- '" ) 1 W06 W04 ) W04 ( BATHROOM-3B ) seal .r r.���•�^-) N ��., �l BATHROOM-1B BATHROOM-1B -TYPE'A'A117.1-2009" •' BATH ROOM-D BATHROOM•3A TYPE"A"A117.1-2009" "TYPE"A"A117.1-2009" i BATHROOM-D --- "TYPE"K Al 17.1-2009" W04 J W04 "_ W06 W06 W04 BUILDING 2B ONLY r--- W04 M - ---- W06 W04 - -- - I , I W04 W06 j 1 (7 A2.01 � � II II - W04 I � I W04 OI r _ - A2.01 , it ----- - -- IhI IL - O O _*__ --- - -------- -- - II W04 L J W04 - �- I I r- I � �I I O "OI II III I - - I III I I �_ •n M O \ !1 , M I � I Cl) r- ----,I ..« - ---11 W14 W14 I('------ I I co \ W06 _ - ---------- --1 WH06 I W06 � I \ I I I I II I I I I 1 OI O I Lp , --_ --11 „ I r------- -H+- _-- O O ---L -r---===J -' J WH06 ���-+-�i W04 rI I ' � I I ----- W04 -,,> I I-rrr ' Ir = --- �___----+-�--- I •• A5.00 `�•z. � �; ,;'t: ',:: I� - o �- illl-----Tri jl I --- --- I I� I II i� I �� II - ".. I � O 'O � ,, �_, ,_� -r �,r---SII I r issued date description k E II II II II I I _ O II ___ J III I II I � II II II IrT__-_� III r- I a 0 I III O O O O , III i 1IF ----_� _ -_ li--I 2- -� II i ------- u lI ------- _I ii ili ii ii �- BUILDING 3B ONLY `- -, , 1 03/15/19 Issued for Construction BUILDING 2B&3B _ LSI11 II ---__�� _ 1 ---------4 I r ---- ------- 2 06/06/19 Project Bulletin #1 II i III - III II „I W14 (� (� 1 u W14 �____ _ a 3 07/01/19 Project Bulletin #4 II III II I �J L- -� �J 1 tl I u I II --- JF L_ J L _J L__ UNIT NUMBER: 201,301 UNIT NUMBER: 202,302 --- J =__---------------- ------------------- � '� UNIT NUMBER: 205,305 UNIT NUMBER: 206,306 N UNIT TYPE: C2 UNIT TYPE: 63-ANSI -- II -------- -------,I " UNIT TYPE: 63 UNIT TYPE: C2 N BEDROOMS: 3 BEDROOMS: 2 �------- -------� BEDROOMS: 2 BEDROOMS: 3 " GROSS AREA: 1318 S.F. GROSS AREA: 924 S.F. ------- _ _ v ------ GROSS AREA: 924 S.F. GROSS AREA: 1318 S.F. © NET AREA(HCR): 1259 S.F. NET AREA(HCR): 864 S.F. NET AREA(HCR): 864 S.F. NET AREA(HCR): 1259 S.F. --- --- W14 W04 c� 2 r�-, 1 _-- _-- -- -- UNIT NUMBER: 204,304 -- -- --- --- 3 2 A4.01 W04 , A4.01 --- --- --- --- A4.00 Q -+�- W04 A4.01 UNIT NUMBER: 203,303 UNIT TYPE: Al -- --- " N UNIT PLAN NSI UNIT PLA --------- UNIT TYPE: Al BEDROOMS: 1 UNIT PLAN UNIT PLAN N GROSS AREA: 762 S.F. -�� ti --------- BEDROOMS: 1 -___ ___ --------- -- _-- GROSS AREA: 762 Sf, (HCR): -- --- OPPOSITE HAND -r- � NET AREA HCR: 702 S.F.S,F. II T Al Al NET AREA(HCR): 702 S.F. Al Al - J N Al N g a ga ' • �� -- --- 1 A4A4.00 --- --- o e t CD Al 0 o OA • °° N a rs, Al UNIT PLAN - e1+ a UNIT PLAN PP SITE HA �e N �. '' o title Cl) M CO M -- BUILDING B 4'-7 a. 5'-g% ,4.5" T 10" 6'2" 7. 2.. , a+ 2'b 45 a p ° 4 ©` g ,.. . ��• T %" 6'2" T 10" `? 4'S'0 3 0" b-0. 5i .5 0• 5'-(� a 2 0 z _ 9 53 a .b 4'-7" �w+ . b FIRST FLOOR c � �' L L �• L .�'° .°. 'o• ' •�i. �., e •lir e' e � . WO �i •v In • .. °A • 4• e . • • • L LL a ° • ° .� �. .a . . p. °o . • • n n ° PLAN• ,a. :• .'° °. .,' ,, . •,, . FLOOR PLAN NOTES 1. A BLOWER DOOR TEST WILL BE CONDUCTED FOR EACH 11.9" 10'-114" 11 911 4'-84" 10'-114" 2'-52" g1_p" 10'-0%" 10i'-04" 10'-0%" g�_pt 2'-5%" 10'-11%" 4'-84" 1_g 10'-11%" 1�_glt UNIT BY A THIRD PARTY RATER TO IMEET 0.3 CFM50/sf OF �- 3 C drawn by: ENCLOSURE PER SECTION R402.4.1.3 OF THE NY 2016 14'5/x" 23'-3 2" 14'-5 4" 2,_0„ 21_p11 23'32" Ir Ir 37"-94° 2. REFER TO ENGINEER'S SUBMITTED MECHANICAL MANUALS PER NYS ECC. checked by: --- 117x'-3 4" a. MANUAL-J:RESIDENTIAL LOAD CALCULATION J b. MANUAL-S:RESIDENTIAL EQUIPMENT SELECTION scale: 3/16"= V-0" y c. MANUAL-D:RESIDENTIAL DUCT SYSTEMS 0 project number: 10002 3. ALL GROUND FLOOR APARTMENT BATHROOMS SHALL E scaled inch P 2 1 1 2 MEET THE CRITERIA OF A"TYPE A Al 17.1-2009" Q A5.00 A5.01 A2.00 A5.01 o BATHROOM. sheet number U - O BUILDING B a 1 FIRST FLOOR PLAN A1.01 SCALE: 3/16" = 1'-0" 00 7 f- + g e 11 21 31 41 51 6 1 7 18 �. co INTERIOR WALL ASSEMBLY LEGEND INTERIOR WALL ASSEMBLY SYMBOL N - MATERIAL - W WOOD STUDSi ) FIRE RATING 0 NON RATED 2�9 I ag 1 1 HOUR RATED r - - - WH16A A G.W.B.ONE SIDE ONLY 1/2"RC-1 RESILIENT DOUBLE TOP PLATE 1/2"RC-1 RESILIENT DOUBLE TOP PLATE 1/2"RC-1 RESILIENT DOUBLE TOP PLATE 1/2"RC-1 RESILIENT DOUBLE TOP PLATE 1/2"RC-1 RESILIENT DOUBLE TOP PLATE 112"RC-1 RESILIENT--JDOUBLE 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. , STUD SIZE (1)LAYER 518"TYPE'X' (1)LAYER 5/8"TYPE'X' (1)LAYER 518' TYPE X 1 LAYER 5/8"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 B E A T T Y HARVEY COC O (1)LAYER 5/8"TYPE'X' ( ) (1)LAYER 518"TYPE'X' (1)LAYER 5/8"TYPE'X' (1)LAYER 518"TYPE'X' (1)LAYER 5/8"TYPE'X' G.W.B.(60TH SIDES) G.W.B.(60TH SIDES) FG.W.B.(BOTH SIDES) G.W.B.(60TH SIDES) G.W.B.(60TH SIDES) G.W.B.(BOTH SIDES) G.W.B.(60TH SIDES) ARCHITECTS , L L P 4 2 x 4(12"x 312") G.W.B. G.W.B. G.W.B. G.V7.B. G.W.B. G.W.B. G.W.B. 112"RC-1 RESILIENT 1/2"RC-1 RESILIENT 1/2"RC-1 RESILIENT NEW YORK MARYLAND 6 2 x 6(1%"x 5%") CROSS BRACED(TYP.) CROSS BRACED(TYP.) CROSS BRACED(TYP.) " A L CHANNEL AT 16"O.C. CHANNEL AT 16' O.C. CHANNEL AT 16 O.C. WALL TYPE 1300 Walt Whitman Road, New York, 11747 BLOCKING FOR GRAB BLOCKING FOR GRAB �� BLOCKING FOR GRAB BLOCKING FOR GRAB �� BLOCKING FOR GRAB BLOCKING FOR GRAB � p:(631)300-1010 H SHEAR 3 CONT.SOUND 5 CONT.SOUND 5"CONT.SOUND BARS PER BATHROOM BARS PER BATHROOM BARS PER BATHROOM BARS PER BATHROOM BARS PER BATHROOM BARS PER BATHROOM D DEMISING ELEVATIONS ELEVATIONS ATTENUATION FIRE ELEVATIONS ELEVATIONS ATTENUATION FIRE ELEVATIONS ELEVATIONS ATTENUATION FIRE 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" 1s " 2x6 WOOD STUDS AT 16" 1s Conifer Realty (1)LAYER 22 OSB (1)LAYER /2"OSB 1000 University Avenue Suite 500 O.C.U.O.N.SEE O.C.U.O.N.SEE O.C.U.O.N.SEE O.C.U.O.N.SEE O.C.U.O.N.SEE O.C.U.O.N.SEE O.C.U.O.N.SEE 7111 H.Ch',od-. STRUCTURAL PANEL STRUCTURAL PANEL Rochester, NY 14607 - ",a...»" NOT ACCEPTABLE AT DEMISING STRUCTURAL PLANS STRUCTURAL PLANS STRUCTURAL PLANS STRUCTURAL PLANS STRUCTURAL PLANS STRUCTURAL PLANS STRUCTURAL PLANS 585.324-0500 WALLS&CEILINGS FOR THIS FOR SPACING FOR SPACING FOR SPACING FOR SPACINGL FOR SPACING FOR SPACING1z FOR SPACING : ,. : . 11 . - PROJECT , . � . 518" 518" 518" 518" 5/8"5112° 518" 518" 71/4" 518" 5/8' j1/2,, 5/8" 5/8' 51/2 518" civil engineer 112 1/2 15/32" 112" 3112" 3112" 31 3112" 1/4' 314 7 23/32" 15/32" 43L&n405 ^fin& "P ACCEPTABLE AT DEMISING 1 HR-RATED U.L.DES.U311 South Country Road 1 HR-RATED(U.L.DES.U311) 1 HR-RATED(U.L.DES.U311) NON-RATED ( ) Brookhaven,NY 11719 PROJECT FOR THIS W04A NON RATED W04 NON RATED W14 STC RATING:50(45 FIELD TESTED) W06 NON RATED WD16 STC RATING:50(45 FIELD TESTED) WH06 SHEAR WH16 SHEAR 631.286.8668 STC RATING:50(45 FIELD TESTED) m.e.p. &f.p. M/E Engineering, P.E. 8 I R 150 North Chestnut Street Rochester, NY 14604 585.288.5590 2 1 2 2 structural engineer A5.00 A5.01 A2.00 A5.01 TDM Consulting Engineering 550 North County Road,Suite E Saint James, NY 11780 631.686.5234 108'-6 4" 14'-5Y4" 21'-4Y4" 36'-10 4" 21'-4%" 14'-5%" T-2%' 7'-2%° 6'-3" 9.1.. 6'-0 4„ 9.3 4" 18'-2 4" 9'-3 4„ 6'-0 4„ 9' 1" 6'-3" 7'-2%" T-2%„ key N QQ PLAN +C dC 0 r o o ti icy Ln © WH16 W04 W04 WH16 © OD d W04 - -- W04 v N o B1 B1 2ND FLR EXTERIOR WALL CONSTRUCTION - W04 W04 WD16 W04 W04 WD16 W04 W04 2ND FLR EXTERIOR WALL CONSTRUCTION TRUE o HARDIE.%"x 1%"TRIM BATTENS 0VERY2" M _ - PANELS(COORDINATE PANEL JOINTS WITH -'rt- W04 W04 ; M HARDIE-5/"x 1 Y"TRIM BATTENS OVER 12" - TRIM BATTENS)OVER CONTINUOUS AIR& W04 W04 PANELS(COORDINATE PANEL JOINTS WITH project � _ TRIM BATTENS)OVER CONTINUOUS AIR& VINEYARD VIEW TSI 2 4/ WATER RESISTIVE BARRIER OVER 3 �� -+��- W04 W04 , - 3 WATER RESISTIVE BARRIER OVER%" _ EXTERIOR GRADE PLYWOOD SHEATHING W04 - __ -"+- -r�I -- W04 -- 2 4 q �- ____= W04 === - i�. rtY—i L --- I W04 - �, EXTERIOR GRADE PLYWOOD SHEATHING FASTENED TO 2x6 WOOD STUDS WITH R-21 - - m W04 W06 W06 W04 ---------- FASTENED TO 2x6 WOOD STUDS WITH R-21 , I BATT 114SULATION OVER CONTINUOUS — r W04 i� n, � BATT INSULATION OVER CONTINUOUS - VAPOR,BARRIER AND%"GYPSUM o i i W04 i�r �i W04 VAPOR BARRIER AND%"GYPSUM 0 WALLBOARD ON INTERIOR SIDE. W04 W04 W04 WALLBOARD ON INTERIOR SIDE. County Road 48 Q W04 W06 _ W04 BATHROOM-38 W04 Q Greenport, NY 11944 � W04 W04 W04 W04 __ ___� � __ W04 S 04 W06 D p V4 BATHROOM-3B C "TYPE"B"A117.1-2009" seal BATHROOM-D -------- ^TYPE'B"Al 17.1-2009" --� BATHROOM-113 BATHROOM-1B - .I JJJJJJJ BATHROOM-D --- I' W04 --- --- W04 "TYPE"B"A117.1-2009" "TYPE"B"A117.1-2009" 1/1/04 _ W04 W04 _-- _-- r --� I -- ( 1 r--�� _ W04 C --- --- W04 W04 i I --- --- --- ------ _J --- IL__ �J W04 W04 W04 K i W04 W04 W04 W04 W04 W06 _ _ \ / �Q O 1 A2.01 --- --- ----- -----------, ----- -----, -- --- --- ` `� --- O O W06 i O O A2.01 O O RUH--__ --- --- W04 W06 � o --- --- ' I 1 I --- --- W04 g \, 021 4,^ M W04 W06 F--- -------- r W06 WH06 i L 1 WH06 -- L_ Q 1 �'�,rn- 1� W04 W04 - ----� i r---- --J ---I W04 O F �F -- W04 W04 -- W04 -. A5.00 _ ' ' --___ --- --- A5.00 -- E o ___ ___ 00 O _t o E issued date description 1 �'i --- --- --- -- W04 W04 O O O W04 W04 --- --- - r 0" -� v W04 ' --- --- , --- --- - W04 2 1 1 03/15/19 Issued for Construction I�- =-1= 2 06/12/19 Project Bulletin #2 W04 --- --- � --- I - --- 1== --- --- W04 - 1 II L_ J U ' " Q 3 07/01/19 Project Bulletin #4 �i=__J-------------- ---------- ---L___J -------- UNIT NUMBER: 207,307 ------- --------- --- -- --------- UNIT NUMBER: 210,310 N UNIT TYPE: B4 --- --- --- --- UNIT TYPE: B4 N BEDROOMS: 2 --------- W04 WH16 W04 ___ ___ BEDROOMS: 2 GROSS AREA: 997 S.F. --- --- --- -- GROSS AREA: 997 S.F. Q NET AREA(HCR): 937 S.F. ___ ___ --------- --- --- --------- NET AREA(HCR): 937 S.F. AQ _ �, �, --- --- UNIT NUMBER: 208,308 UNIT NUMBER: 209,309 --- --- c UNIT TYPE: 3 Q 4 W04 --------- BEDROOMS: 1 BEDROOMS: 12 ___ ___ --- --- W04 4 3 A4.01 A4.00 GROSS AREA: 878 S.F. GROSS AREA: 878 S.F. --- --- A4.01 Q A4.01 NET AREA(HCR): 818 S.F. NET AREA(HCR): 818 S.F. -- N U PLAN UNIT PLAN ___ ___ UNIT PLAN UNIT N N F ~ 61 --------- W04 2 2 W04 - OPP.HAN " - - - - - - - - - - - - - -� --- -- A4.00 Q 4 ( A4.00 -- --- 61 ---- - _ UNIT PLAN ( UNIT PLAN N CV o E ' M E c title M 1 E E E E E E BUILDING B ` - - - - - - - - - - - SECOND FLOOR 3 PLAN A6.03 FLOOR PLAN NOTES 1. A BLOWER DOOR TEST WILL BE CONDUCTED FOR EACH 7'-2%" 7'-2%" 10'-2 13'-1%" 6'4%" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 6'-4%" 13'-1%" 10'-2%" 7'-2%" T-2%" UNIT BY A THIRD PARTY RATER TO MEET 0.3 CFM50/sf OF ENCLOSURE PER SECTION R402.4.1.3 OF THE NY 2016 ,� „ � 1 1 � -�- drawn by: --- 2_p 14 / 23'-3Y2" 37'-9/' 23'-32" 14 /" 2-0" 2. REFER TO ENGINEER'S SUBMITTED MECHANICAL MANUALS PER NYS ECC. checked by: --- 117'-34° a. MANUAL-J:RESIDENTIAL LOAD CALCULATION b. MANUAL-S:RESIDENTIAL EQUIPMENT SELECTION scale: 3/16"= V-O" c. MANUAL-D:RESIDENTIAL DUCT SYSTEMS project number: 10002 3. ALL GROUND FLOOR APARTMENT BATHROOMS SHALL Q 2 1 1 2 MEET THE CRITERIA OF A"TYPE A Al 17.1-2009" scaled inch o A5.00 A5.01 A2.00 A5.01 BATHROOM. U o sheet number U BUILDING 1 SECOND FLOOR PLAN A1.02 SCALE: 3/16" = 1'-0" —' CID A ] �— • + `� + + + + + + + --� + F V M ROOF NOTES 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 ,, airy;e . REQUIREMENTS.ANY REQUIREMENTS OF THE MANUFACTURER WHICH EXCEED THAT INDICATED SHALL ALSO BE SATISFIED, 3. ALL VERTICAL SURFACES WHICH ARE TO RECEIVE NEW FLASHING SHALL BE PREPARED IN ACCORDANCE WITH B E A T T Y H A R V E Y Coco MANUFACTURER'S DIRECTIONS WITHOUT ADDITIONAL COST A R C H I T E C T S , L L P TO THE CONTRACT. NEW YORK I MARYLAND 4. CLEAN ALL DEBRIS FROM ALL ROOF AREAS. 1300 Walt Whitman Road, New York, 11747 5. ALTHOUGH DETAIL REFERENCES MAY BE SHOWN IN ONLY A p: (631)300-1010 + ONE PLACE ON ROOF PLAN DRAWINGS.EACH SHALL BE CONSIDERED TYPICAL AND APPLICABLE TO ALL LOCATIONS owner/developer AND CONDITIONS SIMILAR TO THOSE WHERE THE DETAIL IS Conifer Realty INDICATED FOR THAT ROOF AREA. 1000 University Avenue Suite 500 6. THE CONTRACTOR SHALL ENSURE SAFETY AND STABILITY Rochester, NY 14607 OF THE STRUCTURE AT ALL TIMES DURING THE 585.324-0500 CONSTRUCTION TIMES. 7. REPLACE AND REPAIR TO ORIGINAL STATE ANY AND ALL CONDITIONS THAT WERE DAMAGED BY CONSTRUCTIONS civil engineer (INCLUDING WALKS,CURBS,WALLS,FLOORS,CEILINGS, LKMA ROOF STRUCTURE,ETC.) 437 &405 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES South Country Road WITHOUT WRITTEN APPROVAL OF THE OWNER/ARCHITECT. Brookhaven, NY 11719 9. NO HAZARDOUS MATERIALS,SOLVENTS AND FUELS,ARE TO 631.286.8668 BE STORED ON THE ROOF(OVER NIGHT IS NOT ACCEPTABLE)INCLUDING EQUIPMENT OPERATED BY m.e.p. &f.p. 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 2 1 2 2 OPERATIONS ARE CONDUCTED WHICH INVOLVE OPEN A5.00 A5.01 NA2,00,F A5.01 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 BE PROVIDED EITHER ON THE GROUND OR IN THE BUILDING. 631.686.5234 ALL STORAGE WILL BE ON THE ROOF WITHIN THE STRUCTURAL LIMITATIONS. 12. PROVIDE CRICKETS AT HIGH SIDE OF ALL SQUARE AND LEADER LEADER LEADER LEADER LEADER LEADER RECTANGULAR PENETRATIONS.PROVIDE ADDITIONAL BLOCKERS UNDER CURBS WHERE REQUIRED IN ORDER TO key GUTTER GUTTER GUTTER GUTTER GUTTER-\ UTTER MAINTAIN 8'FLASHING HEIGHT. TRUE 13. ALL OPEN ENDS OF FLASHING SHALL HAVE VERTICAL NORTH ICE&WATER TERMINATION BARS. 1 . 1 1 1 MEMBRANE 14. PROVIDE FLASHING AND ALL ROOF PERIMETERS, C 1 1 - - - - - - - - 1 12 ROOF/WALL TRANSITIONS,CORNERS,PITCH CHANGES,AND + --- - PENETRATIONS. 15. PROVIDE CONTINUOUS ICE AND WATER SHIELD EXTENDING O - - ---- --- FROM THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT AT LEAST 24"INSIDE THE EXTERIOR WALL LINE OF i. THE BUILDING AT ALL ROOF EAVES AND AT LEAST 36"WIDE L -1 - AT ALL VALLEYS. o 16. INSTALL ROOFING IN ACCORDANCE WITH NRCA AND MANUFACTURER'S WRITTEN RECOMMENDATIONS AND WRITTEN INSTRUCTIONS. o 17. USE STEP FLASHING AT SHINGLE ROOF/WALL TRANSITIONS. rrr 18. ROOF VENTILATION:APPROXIMATELY 50%AT RIDGE VENTS. project 50%IN SOFFITS. 19. EXTEND VALLEY FLASHING MIN.12"ON BOTH SIDES OF VINEYARD VIEW VALLEY 20. EXTEND RIDGE FLASHING MIN.12"ON BOTH SIDES OF ICE&WATER RIDGE. MEMBRANE 21. ALL GABLES MUST VENT ATTIC.DO NOT RUN PLYWOOD � + SUBSTRATE UNDER GABLES. + 22. ROOFING MATERIALS SHALL BE MINIMUM CLASSIC' County Road 48 RIDGE VENT 23. ALL GUTTERS SHALL BE'K'TYPE-5"WIDE.DOWNSPOUTS Greenport, NY 11944 GUTTER z z z TO BE 3"DIAMETER PLAIN ROUND. seal LU 0 w o w o w UTTER 24. ALL ROOF PENETRATIONS OF FLUES,VENTS,CAPS,HOODS, '< > > ETC.TO BE PRIMED AND PAINTED TO MATCH ROOF COLOR. LEADER coo o W z o "' °°o LEADER 25. VENT FLASHING:EXTEND MINIMUM 6"ALL AROUND VENT. �5 RE 'S/�• �, ( 26. LOCATE ROOF VENTS/PENETRATIONS TO REAR.ROOF �� CO F > ~ SLOPES TO MINIMIZE VISIBILITY.GANG VENTS IN ATTIC �� O 1 O 2 SPACE WHERE PERMITTED BY CODE.SEE MECHANICAL PLANS FOR FURTHER INFORMATION. * i A2.01 N �. 21422 yp� 1 0 o � 1 OF NE�f`l A5.00 O � O � '- r issued date description ��- o Q + � � O 1 03/15/19 Issued for Construction 01 + 1 1 1 1 ICE&WATER MEMBRANE 2 H fi�g[Mlf I HH H � � f RIDGE VENT - 1 - 1 1 - 12 - - title Ti-- T,-]--,- -- ----- -- 3 ' 1 BUILDING B LEADER- GUTTER- EADER GUTTER "' � - i - _ _ "'- - GUTTER ROOF PLA N GUTTER GUTTER - - - GUTTER `-GUTTER DOWNSPOUT NOTES ` 1. TERMINATE DOWNSPOUT AT PVC BOOT WITH CLEANOUT AS LEADER LEADER ` ATTIC DRAFTSTOPPING ATTIC CRAFTSTOPPING LEADER LEADER SPECIFIED BY CIVIL ENGINEER.TIE INTO UNDERGROUND + GUTTER GUTTER STORM WATER MANAGEMENT SYSTEM AS SPECIFIED BY - drawn by: --- CIVIL ENGINEER. LEADER LEADER checked by: --- scale: 3/16"= V-0" J N project number: 10002 2 1 1 2 scaled inch Q A5.00 A5.01 A2.00 A5.01 0 sheet number 17177 U O -TN F1 iv BUILDING B 1 ROOF PLAN A1.03 SCALE: 3/16"= 1'-0" CIO O f 1 1 2{- 3 I + 5 I �-- H • I +I N 7 1117 V' EXTERIOR MATERIAL LEGEND TAG DESCRIPTION COLOR SPECIFICATION 1O HARDIE PANEL VERTICAL SIDING TBD 3/"x 2Y"HARDIE TRIM BATTEN BOARD TBD At' . 0 7Y"HARDIE PLANK LAP SIDING TBD ® HARDIE PANEL TBD 5O 514 x 31/2" HARDIE CORNER TRIM BOARD TBD BEAT TY H A R V E Y COC O © 5/4 x 3112" HARDIE WINDOW&DOOR TRIM BOARD TBD A R C H I T E C T S , L L P 0 ASPHALT SHINGLE ROOFING TBD NEW YORK I MARYLAND 1300® 36"x 80"FIBERGLASS ENTRANCE DOOR TBD Walt Whitman Road, New York, 11747 q p: (631)300-1010 9O 36"x 80"METAL DOOR TBD + owner/developer 10 72"x 80"DOUBLE DOOR TBD Conifer Realty 1000 University Avenue Suite 500 11 72"x 80"VINYL SLIDING PATIO DOOR WHITE Rochester, NY 14607 12 32"x 38"VINYL SINGLE HUNG WINDOW WHITE 585.324-0500 13 32"x 60"VINYL SINGLE HUNG WINDOW WHITE civil engineer 14 36"x 72" VINYL SINGLE HUNG WINDOW WHITE LKMA 15 32"x 36"SIMULATED PICTURE WINDOW WHITE 437 &405 16 WALL VENT LOUVER TBD Brookhaven, NY Road 719 17 ALUMINUM GUTTER AND LEADER TBD 631.286.8668 18 6"x 6"CLASSIC VERSAWRAP COLUMN COVER TBD m.e.p. &f.p. 19 M E Engineering, P.E ALUMINUM RAILING TBD B 150 North Chestnt 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 2 1 2 NOTES: structural engineer A5.00 A5.01 A5.01 g 1. PROVIDE ADD ALTERNATE FOR WINDOW AND DOOR BLACK FRAMES. TDM Consulting Engineering 2. PROVIDE ADD ALTERNATE FOR EVERLAST SIDING. 550 North County 9 ad,SuiteE - -- - - - - T.O.ROOF TRUSS RIDGE Saint James, NY 11780 - �--' - - _,.-- - - -,- -- - - - - - - _ z — — 631.686.5234 ,- � -- _ _ _ - - - - s_ _ 2 12 - 2 - --- _. — - - NORTH LU S-- -- - G (11 T.O.SECOND FLOOR TOP PLATE ELEV.+17'9" 6 _ 4 17" 2 A6. 61 t C ) z LO E E E E E E E eo v o Oi I 5 _ I N, i I 1 I f' I � I i N w _ T.O.SECOND FLOOR SUBFLOOR _ 0 18 —- 4 __,, project VINEYARD VIEW DD II A +I Al/ G B _ - + County Road 48 i T.O.FIRST FLOOR SLAB Greenport, NY 11944 I ZZ ELEV. ! ! ! ! ! seal 1 -J--L J L 1 LJ__L _- __ -_--____--_ J L -_.--------_ J_ L _ _-------_-_ _ J...-L J J__L J__L J_-L J__L J__L 1 -1� - I �- T-------------------1 -- 1------- ---------------------'-- l ------ -- r -1----- T __ T_ _ T i' T _-- -� __-___T T T-----------------� T -----T T T-----------------T T T-- I ! I ! I I ! i ! I ! ! I I I i I ! ! ! ! ! I ! ! 1 ! B.O.FOOTING �C - --------L-----L-_L-----A-J--L-7 -------------- ---- -----I -------L----- L---- !_--------------- L __, 1-----__ ----..----L-----I-----------------�-----J'-------1 -------L---- � ---- l ------------------1 ----J-------L-J ----1-------------------I-----J -� ---J - GJ / O --- - - ELEV.-3'-6" 1 FRONT ELEVATION OF'NE`NyO A2.00 SCALE: 3/16"= 1'-0" E, issued date description 1 03/15/19 Issued for Construction 2 1 2 A5.01 A5.01 A5.00 T.O.ROOF TRUSS RIDGE "' - - -1 - - —=S - - -- _ - - 12 - 12 UJ - - - - - 13 _ � EC ND FLOOR TOP PLATE - ELEV. 17 9 + F I B1 61 l b I i 1 I ! C G , _ a , I � i G G c I - z ,, ,, � � title LL i i `i I `I N o 0 I 5 4 4' „k, 5 — ! n. I it - - F-- I I i N w w _ 3=A.- - . T.O.SECOND FLOOR SUBFLOOR � t � �1 BUILDING B _ � ® ® � ® - ® ® ® - ® ELEV.+g'_7,. FRONT & REAR 4 X162 C 4 D 62 o-„ I i G 18 I \ i I �, G ILL \ / it �' drawn by: --- T.O.FIRST FLOOR SLAB A�d! I / J4 I ELEV.0'-0" checked by: --- CL JL -1 I ---------1T--------------------------------------------1-1-----T- --� -1--------------T�__LT _. -.--------I--l----r-�--------�---_-T J-_L.T------1.L_________----------_-----------_--.-----------T�-------------------------------1-I----1 9 M scale: 3/16"= 1'-0„ - ---------------------------------� ---- ---- �__ ___1 -___ t _____________ I ___--1 ------ ---___-I-__-_-L__---------_--L.---_-�_------L-----------------_------------ ---------------L--------------------- -----------L � B.O.FOOTING I .L_____________ 1 { ! 1 1 ! 1 ! ! I ! i i ! project number: 10002 v L--- ELEV.-3'-6" a� L scaled inch 0 sheet number U BUILDING B 2 REAR ELEVATION a A2.00 SCALE: 3/16" = 1'-0" ca 1I 2I 3i + 7T + 49 A2900 I 2!! ;. .. EXTERIOR MATERIAL LEGEND TAG DESCRIPTION COLOR SPECIFICATION C- uruuut HARDIE PANEL VERTICAL SIDINGTBD "I DID) 3/"x 2Y"HARDIE TRIM BATTEN BOARD TBD -7Y"HARDIE PLANK LAP SIDING TBD HARDIE PANEL TBD 5/4 x 31/2" HARDIE CORNER TRIM BOARD TBD E ATTY H A R V E Y C O C 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 ASPHALT SHINGLE ROOFING TBD NEWYORK I MARYLAND 1300 Walt Whitman Road, New York, 11747 ® 36"x 80"FIBERGLASS ENTRANCE DOOR TBD q p: (631)300-1010 36"x 80"METAL DOOR TBD + owner/developer 72"x 80"DOUBLE DOOR TBD Conifer Realty 1000 University Avenue Suite 500 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 WHITEcivil engineer 36"x 72" VINYL SINGLE HUNG WINDOW WHITE LKMA 32"x 36"SIMULATED PICTURE WINDOW WHITE 437 &405 South Country Road WALL VENT LOUVER TBD Brookhaven, NY 11719 ALUMINUM GUTTER AND LEADER TBD 631.286.8668 6"x 6"CLASSIC VERSAWRAP COLUMN COVER TBD m.e.p. &f.p. M/E En ineerin , P.E. BIALUMINUM RAILING TBD B 150 North Chestnut Street 36"x 82"FULL LIGHT SINGLE STEEL DOOR TBD Rochester, NY 14604 72"x 82"FULL LIGHT DOUBLE STEEL DOOR TBD 585.288.5590 NOTES: structural engineer 1. PROVIDE ADD ALTERNATE FOR WINDOW AND DOOR BLACK FRAMES. TDM Consultin En ineerin2. PROVIDE ADD ALTERNATE FOR EVERLAST SIDING. 550 North County Ryoad,Suite�E T.O.ROOF TRUSS RIDGE Saint James, NY 11780 ELEV.+25'-4" 1 2 ELEVATION W - - - - --' _ T.O.SECOND FLOOR TOP PLATE ° �- -___= - -_ _ — - — ELEV.+17'9" s'. O I' _ .W 00 w Z B B N Oo o 5 „ 13 0 0 - - N cr)_ T.O.SECOND FLOOR SUBFLOOR w — _ 0 - ELEV.+9'-7�/" o 4 -� 6 -- - c project 3 - -i 18 - VINEYARD VIEW 4 D �B C I � D D County Road 48 T.O.FIRST FLOOR SLAB - - r Green o t NY 11944 - ELEV. - P E .00 t - seal L--_--- L------------- I I 1 I m F ----------------------- --------------------------�1-------------------------------L7 --1� - . i.__�J__�� r� ED A B.O.FOOTING rUl � C L_-- __-- -__J _________________ --------------_----------- ------------______ P___________________ ELEV.-3'-6" � � Oa 4 OZ 1 LEFT SIDE ELEVATION T�OFINE�.�OQ, A2.01 SCALE: 3/16" = 1'-0" E issued date description 1 03/15/19 Issued for Construction 1 A5.00 _ T.O.ROOF TRUSS RIDGE - ELEV.+25'4" • i - '12� s _ 7 f8 "' 1 12 TO RIDGE 1 12 -12 ELEVATION 14 - - 17 "' _ - - T.O.SECOND FLOOR TOP PLATE — — - - ELEV.+1T 9" I F I :.D 19 _ z 00 A B B - o 0 13 si 5 N title - 3 0 BUILDING B N _ T.O.SECOND FLOOR SUBFLOOR U G = o - ELEV.+9'-7''' LEFT & RIGHT SIDE 6 4 18 ELEVATIONS d • D 4 rn i C B . i l °\ IS i drawn by: --- T.O.FIRST FLOOR SLAB ELEV.0'-0" checked by: --- CL ' i i i i i scale: 3/16"= 1'-0" rJ_-� T - - �-L--'T 'r----------1-I----------------------------------------- 7--------------- ----- 1-I ih B.O.FOOTING ---- ----_i L--- B.O.-------- __ ----J project number: 10002 Ud ELEV.-3'-6" L scaled inch asheet number U r O U BUILDING B 2 RIGHT SIDE ELEVATION A2.01 SCALE: 3/16" = 1'-0" m 1� +I 41 5I- + 71 9 H 2 3 4 5 E 7 8 9 LIGHTING FIXTURE LEGEND TYPE SYMBOL DESCRIPTION TYPE SYMBOL DESCRIPTION TYPE SYMBOL DESCRIPTION NOTES: ;.„ D A SURFACE MOUNTED LED E ® SURFACE MOUNTED LED FE 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 rC O C O C ® SURFACE MOUNT LED FB FIXTURE. 0 SURFACE MOUNTED LED CFL CEILING FAN WITH LIGHT 4. REFER TO MECHANICAL,FIRE PROTECTION&FIRE ALARM PLANS FOR ARCHITECTS , L L P COORDINATION LOCATION OF CEILING DEVICES. NEW YORK I MARYLAND I D £ WALL MOUNTED EXTERIOR LANTERN FD SURFACE MOUNTED LED 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. R 150 North Chestnut Street 4 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 D D B B B B B 0 B _ 0 0 <`, 0 FD 0 project -0„ OB OB -- VINEYARD VIEW v ABOVE SLAB FD ABO vE SLAB OE � OE --- D OC OC OC OC E OE 8 O F1 F 17 W 7,o„ Greenport, NY 11944 O B B ABOVE SLAB OE OC B B OC OE 4 ABovE SLAB O B B O seal OO U �� ED A O 0 F1 C OE C ABOVE SLAB ABo� VE SLAB E C OE C yo, F I O F1 O OE I' O O --- -- F1 -- — O F1 ����� � o OE OE A \ / OE O O OE \ / A X21422 yp Q OC /\ OC A A OC A /\ OC E / \ / \ issued date description / \ / \ O O / \ \ / \ / / \ O O 1 03/15/19 Issued for Construction 0 0 OC OC OC OC \ UNIT NUMBER / UNIT NUMBER \ / \ / UNIT NUMBER \ UNIT NUMBER / \ 201 &301 / 202&302 X X 205&305 \ 206&306 / \ UNIT TYPE / UNIT TYPE / \ \ / \ / / \ UNIT TYPE \ UNIT TYPE / \ C2 // 63 / \ \ / B3 \\ C2 / UNIT NUMBER UNIT NUMBER \ / / \ // \ // B / \ \ / 203&303 204&304 \ / / \ B r UNIT TYPE UNIT TYPE \ / 0 \ / X Al Al X \ C F // ABO VE SLAB \ OC o / ABO VE SLAB \\ / O \ -- - - -- / O \ / \ "D '_'D DC D � D D OC OC OC O "'D title Ell a "'D "D 13 BUILDING B cyl FIRST FLOOR REFLECTED CEILING PLAN drawn by: --- checked by: --- scale: 3/16”= V-0" project number: 10002 s_ scaled inch Q O NOTES: sheet number U O U 1. CEILING HEIGHT IS 8'-0"ABOVE SLAB UNLESS OTHERWISE NOTED. BUILDING B 2. COORDINATE LIGHTING FIXTURES WITH ELECTRICAL FLOOR PLAN. _ FIRST FLOOR REFLECTED CEILING PLAN 13. COORDINATE FIRE PROTECTION SPRINKLER HEADS WITH FIRE PROTECTION FLOOR PLAN. A3.01 SCALE: 3/16" = 1'-0" CID © 1T +2 + 51 gl y H F � � J+ 5+ N LIGHTING FIXTURE LEGEND TYPE SYMBOL DESCRIPTION TYPE SYMBOL DESCRIPTION TYPE SYMBOLDESCRIPTION NOTES: , 1. ALL CEILINGS BE MOUNTED TO THE UNDERSIDE OF THE STRUCTURE ABOVE A SURFACE MOUNTED LED E ® SURFACE MOUNTED LED FE O SEMI-FLUSH MOUNT COMPACT FLUORESCENT UNLESS OTHERWISE NOTED. a 2. ALL CEILINGS SHALL BE%"GWB UNLESS OTHERWISE NOTED. B 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 SURFACE MOUNTED LED CFL CEILING FAN WITH LIGHT 4. FIXTURE. ARC H I T E C T S LLP REFER TO MECHANICAL,FIRE PROTECTION&FIRE ALARM PLANS FOR COORDINATION LOCATION OF CEILING DEVICES. NEW YORK I MARYLAND 1300 Walt Whitman Road, New York, 11747 A I D £ WALL MOUNTED EXTERIOR LANTERN FD SURFACE MOUNTED LED I q p: (631)300-1010 owner/developer Conifer Realty 1000 University Avenue Suite 500 Rochester, NY 14607 585.324-0500 civil engineer LKMA 437 &405 South Country Road Brookhaven, NY 11719 631.286.8668 m.e.p. &f.p. M/E Engineering, P.E. gl— 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 I 0 D D OB J B OB — __ -- -- ©B 0B B U O 0 B B project OO VINEYARD VIEW ABO VE ABOVr E SUBFLOOR SUBFLOOR OC OC D OE �,°of + County Road 48 F1 F1 ABOVE B Greenport, NY 11944 B OE O B B C O C OE C'SUBFLOOR g 0 0 g 0 Q seal ACCESS $ ° B B X7.0, ACCESS �cRED Ann, ABOVE J ( ABOVE 41y PANEL E SUBFLOOR _ SUBFLOOR PANEL 10 � F1 F1 OC OC F1 F1 .0 Q� C ®E OE C O OC OC O —, o2142 2 J Ll q� y0 0B A A J B OF NES B B Q I � OC © A A © OC E issued date description + 0B OC OC 0 g Ll 11 H _ 1 03/15/19 Issued for Construction UNIT NUMBER UNIT NUMBER OC OC OC OC UNIT NUMBER UNIT NUMBER 201 &301 207&307 210&310 206&306 UNIT TYPE UNIT TYPE UNIT TYPE UNIT TYPE C2 B4 OC OC B4 C2 CFL CFL UNIT NUMBER j UNIT NUMBER B 208&308 209&309 B 0 UNIT TYPE UNIT TYPE . 0 OC A2 A2 OC B B 1 7 7 iia° OE 0 0J E O .,n'-7 gra° v ABOVE�SLAT 4 ABOVESLAB F + + IF- J5D - OE OE . . title BUILDING B SECOND FLOOR REFLECTED CEILING PLAN drawn by: --- checked by: --- scale: 3/16"= V-0" J J U project number: 10002 _N C scaled inc U Q NOTES: sheet number 0 U O U 1. CEILING HEIGHT IS 8'-0"ABOVE SUBFLOOR UNLESS OTHERWISE NOTED. BUILDING B 2. COORDINATE LIGHTING FIXTURES WITH ELECTRICAL FLOOR PLAN. SECOND FLOOR PLAN 3. COORDINATE FIRE PROTECTION SPRINKLER HEADS WITH FIRE PROTECTION FLOOR PLAN. A3.02 SCALE: 3/16"= 1'-0" 4H A3002m N ® � j CD f� nj D N i I. BEATTY HARVEY COCO A R C H I T E C T S , L L P NEW YORK I MARYLAND ed ° 1300 Walt Whitman Road, New York, 11747 d d 4. d �� �° e owner/developer e d ..e ° ° Conifer Realty 1000 University Avenue Suite 500 Rochester, NY 14607 a °ed ° 585.324-0500 9'-11%" 10'-74" 10'7 4" 9'-11%" ed° d civil engineer - LKMA 437&405 South Country Road Brookhaven, NY 11719 631.286.8668 m.e.p. &f.p. 2 l/a M/E Engineering, P.E. - Z BEDROOM BEDROOM \ 150 North Chestnut Street BEDROOM BEDROOM B \ BEDROOM \ c � Rochester, NY 14604 BEDROOM ! o o o 585.288.5590 I Ll— oo I i i ii - K2 T N —ten K2 CV 7 5'2/q" 5'-2. 4'6Y" 5' 14„ structural engineer I H l3 „ , „ TDM Consulting Engineering N `o / 4'-6)/4" 5'_2" -2/ 550 North County Road,Suite E Imo— CV - - - - - - Saint James, NY 11780 K2 E O O 1 "EO 631.686.5234 1'10 Y„ 2 74, C 1 A10.00 \ 1'-10Y 2,71 , A10.00 r====--- 2'-7 4" 1, 10 2 \ r ==_--- \ r 1-10 2'-7y4"N `� CLi( I� E \ Mitt N 1 N CL ��� CL N CV ET BULK G1 �,J J - - - --=--------- c� J ---------- I" — — — — — _ _ o BULK G1 v , ----- — - ---= M r O �, N HALLWAY --- STORAGE N BATHROOM-1B I STORAGE BATHROOM-18 I HALLWAY 1 6 6 OE 1 \ key F "' "TYPE"A"A117.1-2009" /\ I \ `" "TYPE"B"Al17.1-2009" 1 � " J �../�I�IJ�M/ O 1 A10.00 5'-1Y" 4'-1Y.. I r 5. 1Y.. N 4'_1� . ... I BULK `" . I _ I SIM. , `„ O BULK PLAN STORAGE G1 `� G1 STORAGE10 CO TCII - I I M I \ FF LL I N °O - -- L I OD ,----,L I 5'-1 4" 4'-6Y "' 1 O 10'-74" ' I 10'-74" ZI N 4�_6Y�� N 5' 4" MECH. O I LINEN I MECH. I , BATHROOM-313 CLOSET CLOSET CLOSET . O LI N I OD 1 BATHROOM-3B - O HALLWA --J � HALLWAY L__J `� v O `N J N CL ET C \ I "TYPE"A"A117.1 2009" I rn I o "TYPE"B"A117.1 2009" F I -- M < -� I L I I SIM. L I r\ - - - 0..-16.n- -- ----- - - --- - - - -- 1 " - 1 '-7 5.1� 1 \ - '-7Y" I 5'-1Y" � Y" I =N MECH. M ` -� .. ,. - _ = � I 4 l _ LINEN__, I I . . I N L CLOSE`f o I ~ - - Al2.00 ------------� Al2.00 CLOSET --------------- F ------------ in — , I , �- , H LINEN O I_ N r-- /4\ L---------- r , --------'' 1 --------- I I O I SII CLOSET I � ? i� I— f , r i I , i -------i i I N ------e I I °O 3'-0" 5 -- - IL TRUE p I�� _� 11 I I I � I I � 1 _ _-_ _ _ _ � . 4 I ----- , J2 1 1 I J3 I --------------- , __ J O O Al2.00 5 - rt ---- T-0 project JS ITCF�EN A ----tI L KITCHEN A i iii 101114p�=Cd r ' ----T ---Tr-----, I 8 �" mo ----- -- '- 5 '- \ 1 O O I `fl Al2.00 1 O O 1 Lf1SfT z:, 60 ;CLIJ T I o o 1 I I I I ;-- -----J , VINEYARD VIEW I I I I M I .N i iii KITCHEN-B I J3 - 1 I I I I r —TTS COAT J 1 , I 1 I CLOSET "' D o L i I ---- --J I I ------J I i—+I— `v 1 I I i KITCHEN-B I _= �� I ' I , I _ ' _ _ cfl , , , I I — — — — �I � -- I I I I 11 1105/ 1'-11/ 1 + County Road 48 'I � IY rl I , " , " I L J 1 1 I -------------------------- --r ___ _____ I 1 1 I I I I I I Greenport NY 11944 __ jl 1 I I I 1[== 1 I I 1 I I I I 1 seal '------ – L---------- I �1-- I---------- I ----- - . --- I I I I I I --- I - ,G, :.. 1 ------- ----- - k*,* - r�% 11 14'-o j.. I ---- ----- I r---------- a M 3- Y" 14'-18" \ I I ` - - - - - - - - - - - - - ----- I 3 10/ I 16'-9" 16'-9y2' , 3. Y,. I _N �, A N N --- I N 0 it S cN ----- ------- 1 I ___ I I r ; A9.00 Sim. I ---- ----- 1 A9.00 Sim. I I A9.00 I --- I �. fi CI,- ---- ----- A9.00 1 I ---- ----- ------------- - I , ---- ----- , � I issued date description ---- ----- I LIVING I ---- ----- I LIVING I ----- ---- I LIVING LIVING ---- 1 ROOM I ---- ----- I ROOM I I ROOM ROOM I , 1 03/15/19 Issued for Construction 19 Proiect Bulletin #2 ( I ' I I /4\ 3 07/01/20190 / Proiect Bulletin #4 I I BULK G1 STORAGE I I I G1 BULK 1 1 I I STORAGELi -11 , 4 go s p de ° ° c °e d° ad °° d°° ad ° °D ° °d e ° de ° ° ..d ° °e,. p o p° n °�> v IF o p p ° p ° p title p . BUILDING B UNIT PLANS Al , A2, B3 & B4 UNIT NUMBER: 203,303 UNIT NUMBER: 204,304 UNIT NUMBER: 208,308 UNIT NUMBER: 209,309 UNIT NUMBER: 205,305 UNIT NUMBER: 207,307 C UNIT TYPE: Al UNIT TYPE: Al UNIT TYPE: A2 UNIT TYPE: A2 UNIT TYPE: B3 UNIT TYPE: B4 BEDROOMS: 1 BEDROOMS: 1 BEDROOMS: 1 BEDROOMS: 1 BEDROOMS: 2 BEDROOMS: 2 + drawn by: --- GROSS AREA: 762 S.F. GROSS AREA: 762 S.F. GROSS AREA: 878 S.F. GROSS AREA: 878 S.F. GROSS AREA: 924 S.F. GROSS AREA: 997 S.F. WET AREA(HCR): 702 S.F. NET AREA(HCR): 702 S.F. NET AREA(HCR): 818 S.F. NET AREA(HCR): 818 S.F. NET AREA(HCR): 864 S.F. NET AREA(HCR): 937 S.F. checked by: -- OPPOSITE HAND OPPOSITE HAND scale: 114"- 1'-0" N 1 UNIT Al - FIRST FLOOR PLAN 2 UNIT A2 - SECOND FLOOR PLAN 3 UNIT B3 - FIRST FLOOR PLAN 4 UNIT B4 - SECOND FLOOR PLAN project number: 10002 scaled inch Q A4.00 SCALE: 1/4" = 1'-0" A4.00 SCALE: 114" = 1'-0" A4.00 SCALE: 1/4" = 1'-0° A4.00 SCALE: 1/4" = 1'-0" sheet number o o U BUILDING B� z } NOTE: m f- ALL GROUND FLOOR APARTMENT BATHROOMS SHALL O N,I + + + + MEET THE CRITERIA OF A PE AAl 17.1-2009"BATHROO. H A4000 I Nr N C , A 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 13'-63/4" 13'-6y4" Rochester, NY 14607 585.324-0500 10'-74" 10'_7 4° 9'-11;/" civil engineer LKMA 437&405 South Country Road Brookhaven, NY 11719 631.286.8668 zo m.e.p. &f.p. B BEDROOM BEDROOMBEDROOM BEDROOM \ BEDROOM M/E Engineering, P.E. 0 0 o N B 150 North Chestnut Street o BEDROOM \ Rochester,NY 14604 IX. 2'-1%" r> 585.288.5590 5'-1% 4 6%" 5 � 5'2' 5'4%" F5'_0" ___\4'-6Y4" 5.14" 4'_8Y„ 8,_64 -- structural engineer r�E ITDM Consulting Engineering 2 550 North County Road,Suite E Saint James, NY 11780 K2 K2 E K2 - K2 631.686.5234 I r---- 2'-74 1' 10 2.. 1'-101 " 2'-7 4" r ---- _ i � 2'-7" 114" I ,I O 'r' 5' C� ET =====x = L ET T HALLWAY _-_,-,.-- � -------------� - - �------------- H N --------- - - c; -- - MECH. _ __ — E N 6 6 O \ 1 ---- -GAO N CLOSET 1 Z ILA key C.I A10.00 A10.01 1 ® 1 i� A10.01 iz L 1 w :-LUN BULK rtl \ A10.01 z i0+ G1 BULK Cl) _"� - PLAN C STORAGE \ I I I G1 = STORAGE I HALLWAY I L J HALLWAY ; M 6-1%" N 4'-6y4' ' I O 10'7%„ I = 1 10'73 I 3 1'-8%� - -1 I \ /a 4-6%" N 5-1/ I BATHROOM-D I - _ �, ..v . t o \ I BATHROOM-D I 1 1 BATHROOM 3B o I 1 °° 1 7'-1 4.. O 4.6.. - T-9%" 1 "TYPE"B"A117.1 2009" 1 _ 7'-1y4" O N I JJJ..I.I.../�..iW 1 1 I BATHROOM-3A F I "' I o1 MECH.M L -- ----- 1 "TYPE"A"A117.1-2009" ALLWAY = 1 o G1 BULK �N 1 ---------- 1 , CLOSET '� r_ LINEN_- I O ' = 1 -- ---- = STORAGE I v�' CLOSET ; ------ MECH. I I i ----------- o 00 = LP ( — — — — — — — — ' II � _LINEN_-, O CLOSET ---------- _ _ 1 1 3.0.. -- - ` CLOSET - - _ - - - _= — ---- N 1 = ' ----, -- 1 I I 1 ----- 1 Al2.00 Al2.01 - - -L — 1 u T-1 y" 2'-7" V-11" a I rRue e I , A O O O O IF.__------N QOAL_ II _ J Q SII--i Al2.01 u ---------- N _-_ I r______ _______ III -� ,I P 1 }} ----------- - 1 1 _ . CL{jBfT- 1 1 i ' ' I BEDROOM W 2 project I I I 1 r----t--i� �_ 1 �� --I-- 111 7/ ; ; 1 -- g4"--; i I ---------- A9.00 VINEYARD VIEW COAT II , ---------- ` I KITCHEN-B 1 I I CLOSET I 0 0 KITtHENI,-C1 i i I 1 _____ I 1 `a ' ' r I �_ I I - ---� \ ---------- D N I ____ LP A9 00 — o r------ ----- I 0 -----I I I ----- __ _ I ---------- 1 I N K2 County Road 48 --�� I I KITCHEN-B-ANSI --J K2 �� ' ----- ----- I I I 1 I I 1 I I I I IIS-----11_J I I --- ---------- - i ____ __ " I ----- - I G ' Greenport NY 11944 1 I -- -- I --- J I ------ IF ---- c ' - ------ *-- , I I I Ir II II II 11I I seal 1 _________ I I __ II I _ - - - - - - - - - - i I I ---------il J II I I I o 3'- /a" I 16'-9 z" - - - - - - - - - - - 1 II 1 ` - - -� \ 9-6 2.14 - -� n 1 I N � / I N I ----- j I / J A a: Oil 021 a2 0'/ 1 ---- ----- 1 I I zo LIVING \ / I --_-- --- ' ROOM issued date description . ---- 1 ---- ----- 1 15'-6y4" LIVING LIVING I IOPEN TO / ROOM 1 03/15/19 Issued for Construction ROOM BELOW / = I I I _____ ___ I \ -,�, 2 06/12/19 Project Bulletin #2 / \ 3 07/01/19 Project Bulletin #4 I BULK G1 � 1 STORAGE I / Jk ° a d 1 d ° p v a a v a o e > � a a d ° e ° title ° e e BUILDING B 0 ° k d d UNIT PLANS Q�u _ B3 ANSI & C2 UNIT NUMBER: 210,310 UNIT NUMBER: 2021302 UNIT NUMBER: 201,301 UNIT NUMBER: 206,306 UNIT TYPE: 64 UNIT TYPE: B3-ANSI UNIT TYPE: C2 UNIT TYPE: C2 C BEDROOMS: 2 BEDROOMS: 2 BEDROOMS: 3 BEDROOMS: 3 + drawn by: GROSS AREA: 997 S.F. GROSS AREA: 924-S.F. GROSS AREA: 1318 S.F. GROSS AREA: 1318 S.F. NET AREA(HCR): 937 S.F. NET AREA(HCR): 864 S.F. NET AREA(HCR): 1259 S.F. NET AREA(HCR): 1259 S.F. checked by: --- J OPPOSITE HAND scale: 1/4"= V-0" 4 UNIT B4 - SECOND FLOOR PLAN 1 UNIT B3-ANSI - FIRST FLOOR PLAN 2 UNIT C2 - FIRST FLOOR PLAN 3 UNIT C2 - SECOND FLOOR PLAN project number: 10002 U Q A4.01 SCALE: 1/4" = 1'-0" A4.01 SCALE: 1/4" = 1'-0" A4.01 SCALE: 114" = 1'-0" A4.01 SCALE: 1/4" = 1'-0" scaled inch 0 sheet number 111,77,7"l 17U BUILDING B z _ T NOTE: Cn O + �'" -I- - '� -ALL GROUND HE CRITERIA OF A"TYPE A Al 17.11-2 09'"BATHROOM. 1 + 3T� - + + +8 9 H A4001 /I 077 3 41 51 61 FLOOR& ROOF ASSEMBLY LEGEND C> f FLOORICEILING ASSEMBLY: ROOF/CEILING ASSEMBLY: FLOORICEILING ASSEMBLY DRAFTSTOPPING: ID !; 1-HR RATED U.L.DES.L521 1-HR RATED U.L.DES.P522 1-HR RATED U.L.DES.L521 ROOFING SYSTEM , SYSTEM N0.8 SYSTEM N0.830 YEAR ARCHITECTURAL SYSTEM N0.8 _ STC RATING: 50(45 FIELD TESTED) ASPHALT RCOF SHINGLES ' IIC RATING: 50(45 FIELD TESTED) OVER 15LB WILDING FELT SPECIFIED FLOORING,SEE WITH ICE&WATER SHIELD SPRAY FOAM BOARD IN FINISH PLANS AT ALL EAVES&VALLEYS PLACE ONE SIDE; %4"DRAFTSTOPPING; 3/4"THICK'LEVELROCK' OVER s 4"EXTERIOR GRADE PROVIDE 1"WIDE BEAD STAGGER JOINTS B E A T T Y HARVEY COC O FLOOR UNDERLAYMENT --------- PLYWOOD SHEATHING. OF INSULATION BY'DOW %"PARTICLEBOARD A R C H I T E C T S , L L P 314"ADVANTECH OR EQUAL PITCHED WCOD ROOF TRUSS BUILDING APPSOUROVED EQUAL JO DRAFTSTOPPING NEW YORK I MARYLAND SUBFLOOR PER STRUCTURAL PLANS OR APPROVED EQUAL JOINTS - - - - 1300 Walt Whitman Road, New York, 11747 A q p: (631)300-1010 - 18"DEEP PARALLEL CHORD + WOOD TRUSSES PER FIBERGLASS INSULATION(R38) I STRUCTURAL DWGS. BETWEEN TRUSSES owner/developer FIBERGLASS INSULATION(R19) RC-1 RESILIENT CHANNEL Conifer 1000 UniversityA ven eSRuiitte0500 O. C. BETWEEN TRUSSES AT 12" (1)LAYER 51V TYPE'C'G.W.B. 112"RC-1 RESILIENT 585.32324-05-0500 AND FINISHED JOINTS;SEE CAULK AT ALL Rochester, 07 RC-1 RESILIENT CHANNEL CHANNEL AT 12"O.C. PERIMETERS WITH AT 12"O.C. (1)LAYER 518"TYPE'X' SPECIFICATIDNS FLEXIBLE ACOUSTICAL (1)LAYER 518"TYPE'C'G.W.B. G.W.B. CAULKING(TYP.) civil engineer AND FINISHED JOINTS;SEE REFER TO PLANS AND LKMA SPECIFICATIONS 437 &405 WALL TYPE LEGEND South Country Road Brookhaven, NY 11719 631.286.8668 ATTIC DRAFTSTOPPING.SEE ATTIC DRAFTSTOPPING.SEE m.e.p. &f.p. FLOOR&ROOF ASSEMBLY FLOOR&ROOF ASSEMBLY M/E Engineering, P.E. q LEGEND FOR DETAIL LEGEND FOR DETAIL B 150 North Chestnut Street 4 Rochester, NY 14604 UNIT TYPE: B4 UNIT TYPE: A2 UNIT TYPE: A2 UNIT TYPE: B4 585.288.5590 2 2 1 BEDROOMS: 2 BEDROOMS: 1 2 BEDROOMS: 1 BEDROOMS: 2 2 OPP.HAND A6.02 A5.00 A5.01 GROSS AREA: 997 S.F. GROSS AREA: 878 S.F. A5.01 GROSS AREA: 878 S.F. GROSS AREA: 997 S.F. A6.02 structural engineer NET AREA(HCR): 937 S.F. NET AREA(HCR): 818 S.F. NET AREA(HCR): 818 S.F. NET AREA(HCR): 937 S.F. �— — — — TDM Consulting Engineering 1 1 SIM. SIM. 1 550 North County Road,Suite E it i it it k it it it T.O.ROOF TRUSS RIDGE Saint James, NY 11780 / ii iiit it it i' - o 631.686.5234 1 / i� I I ELEV.+25'-4 1 I r I 1 1 12 12 12 D 12 I key i i 1 TRUE 1 I NORTH —_I— T.O.SECOND FLOOR TOP PLATE ° / f I I I , ELEV.+17'-9" + - V[Ell E3 EEI Or (D 1 I oc. n I I I II ' 22 P nn Fnn0:1 FE31 nnn n11n BEDROOMflo STAIRS TCHEN HALLWAY �f II HALLWAY KITCHEN KITCHEN HALLWAY HALLWAY KITCH STAIRS BEDROOM 1 ®®®�• L� L u lul L-_ " � ®®®m _ flu � �u __ _ n _ --- - -- N o 1 01-9 LTJ � � I l \ I I i L�1 !�� L� LJ LTJ a IUJ IBJ - I I I I �� 1 4T.O. L R SECOND FLOOR SU I __ project UNIT TYPE: C2 I E a - F \M� �1 �� --- VINEYARD VIEW {� UNIT TYPE: C2 BEDROOMS: 3 lI II II lit II I - � COAT COAT n� Il I I II COAT COAT -ii I I II II II II Il I BEDROOMS: 3 a) GROSS AREA: 1318 S.F. KITCHEN HALLWAY K HALLWAY CLOSET CLOSET HALLWAY� KITCHEN KITCHEN HALLWAY CLOSET CLOSET HALLWAY KITCH ®; HALLWAY KITCHEN GROSS AREA: 1318 S.F. _--- IU U L� U L=J �J i� �LLJ I�I N AREA(HCR): 1259 S.F. - NET AREA(HCR): 1259 S.F. 001 - I County Road 48 _ T.O.FIRST FLOOR SLAB Greenport, NY 11944 seal B.O.FOOTING ..�t ELEV.-3'-6" 0 E o Cy/� — — — UNIT TYPE: B3 UNIT TYPE: Al UNIT TYPE: Al UNIT TYPE: B3 BEDROOMS: 2 BEDROOMS: 1 BEDROOMS: 1 BEDROOMS: 2 GROSS AREA: 924 S.F. GROSS AREA: 762 S.F. GROSS AREA: 762 S.F. GROSS AREA: 924 S.F. _ l NET AREA(HCR): 864 S.F. NET AREA(HCR): 702 S.F. NET AREA(HCR): 702 S.F. NET AREA(HCR): 864 S.F. 1 BUILDING B - BUILDING SECTION 'OrNVv-: ` A5.00 SCALE: 3/16" = 1'-0" issued date description 1 03/15/19 Issued for Construction 2 1 1 A6.00 A5.00 A6.00 - - - - - - - - - -� - - - --� r r T.O.ROOF TRUSS RIDGE ELEV.+25'-4" I' I 1 ti _ T.O.SECOND FLOOR TOP PLATE ELEV.+17'-9" I F Fn BEDROOM IHAL AY BEDROOM BO 1 N title 12 3 o I LL�1J IJ� 0T.O.SECOND FLOOR SUBFLOORA. BUILDING B ELEV.+9'-7%" BUILDING FIF11 FU II oP a SECTIONS 1 LIVING 19 II II /II II II ROOM KITCHEN HALLWAY I BEDROOM m®.®amm u H --- drawn by: T.O.FIRST FLOOR SLAB � � checked by: --- --L T. .,z,:. :i I `� scale: 3/16"= 1'-0„ v L----J `* .. B.O.FOOTING project number: 10002 ELEV.-3'-6 U Q ` - - - - - - - - � - - � � scaled inch 0 sheet number U O U BUILDING B z2 BUILDING B - BUILDING SECTION o �\,_ SCALE: 3/16" = 1'-0" �+- �+- A5900 N FLOOR& ROOF ASSEMBLY LEGEND o FLOOR/CEILING ASSEMBLY: ROOF/CEILING ASSEMBLY: FLOOR/CEILING ASSEMBLY DRAFTSTOPPING: 1-HR RATED U.L.DES.L521 1-HR RATED U.L.DES.P5221-HR RATED U.L.DES.L521 ROOFING SYSTEM SYSTEM NO.8 SYSTEM NO.8 30 YEAR ARCHITECTURAL SYSTEM NO.8 " STC RATING: 50(45 FIELD TESTED) ASPHALT ROOF SHINGLE IIC RATING: 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; Y/4"DRAFTSTOPPING; L. 314"THICK'LEVELROCK' OVER 3/"EXTERIOR GRADE PROVIDE 1"WIDE BEAD STAGGER JOINTS B E A T T Y HARVEY COC O FLOOR UNDERLAYMENT ------- PLYWOOD PLYWOOD SHEATHING. OF INSULATION BY'DOW 3/4"PARTICLEBOARD ARCH 1 T E C T S , L L P BUILDING SOULUTIONS' FAT DRAFTSTOPPING 314"ADVANTECHOREQUAL PITCHED WOOD ROOF TRUSS NEW YORK I MARYLAND OR APPROVED EQUAL JOINTS SUBFLOORPER STRUCTURAL PLANS -- — - - - i a t itman oa ew or 4 18"DEEP PARALLEL CHORD FIBERGLASS INSULATION IR38) A p: (631)300-1010 WOOD TRUSSES PER BETWEEN TRUSSES owner/developer STRUCTURAL DWGS. ix& FIBERGLASS INSULATION(R19) RC-1 RESILIENT CHANNEL 1000 UniversityCAwenuerSRuea500 BETWEEN TRUSSES AT 12"O.C. 1/2"RC-1 RESILIENT CAULK AT ALL Rochester, NY 14607 (1)LAYER 518"TYPE'C'G.V/.B. RC-1 RESILIENT CHANNEL AND FINISHED JOINTS;SEE CHANNEL AT 12"O.C. PERIMETERS WITH 585.324-0500 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. M/E Engineering, P.E. 150 North Chestnut Street + Rochester, NY 14604 585.288.5590 2 1 1 A6.01 A5.00 A6.01 structural engineer � — — — — — — — — — — — -- — — — — — TDM Consulting Engineering I 550 North County Road,Suite E 1 _ I T.O.ROOF TRUSS RIDGE Saint James, NY 11780 t 3% - - -- i EL5'-4„ 631,686.5234 EV.+2 �.LEVATION O RIDGE -T-- T TO R'n n LE ATIO key n n 1 TRUE T.O.SECOND FLOOR TOP PLATE ELEV.+17'-9" + tz 1° o � V fi ° LIVING I P ROOM KITCHEN BATHROOM BEDROOM lo A bo q 1 I I I N I[Z o ":eel _ I OR SUBFLOOR T.O.SECOND FLOOR� project VINEYARD VIEW I Ilii I _ I I II I LIVING j I ROOM KITCHEN BATHROOM BEDROOM ®� T.O.FIRST FLOOR SLAB County Road 48 , _ -_ Greenport, NY 11944 ELEV.O'-0" �: . - �. :� I seal ED A B.O.FOOTINGLM C ELEV.4-6" C' �- - - - - - - - - - - - - - - - - �! -T 4,22 1 BUILDING B - BUILDING SECTION OF NES A5.01 SCALE: 3/16"= 1'-0" E, F issued date description �— + 1 03/15/19 Issued for Construction 1 1 A5.00 A6.02 1 1 _ T.O.ROOF TRUSS RIDGE 3 �1 I I ELEV.+25 i TO FIDGE n n LEVATIO - n n I r_ n I \ n I T.O.SECOND FLOOR TOP PLATE + I I ELEV.+17'-9" i II LIVING ROOM ®mmm KITCHEN BATHROOM BEDROOM 50 d N title 3� I I • _ I T.O.SECOND FLOOR SUBFLOOR BUILDING B ELEV.+g'-7 BUILDING II I I SECTIONS I 1 LIVING °I I!, TELCO&WATER ROOM KITCHEN BATHROOM SERVICE ROOM I a' i i � .m.®mmm I +c I 1 -� drawn by: --- °; ' I I T.O.FIRST FLOOR SLAB checked b --- ELEV.O'-0" y' r r I scale: 3/16"- 1'-0,. 47 L-----J L____ II B.O.FOOTING project number: 10002 ELEV.4-6" Q scaled inch sheet number U O U BUILDING B 2 BUILDING B - BUILDING SECTION a A5.01 SCALE: 3/16"= V-0'- @ m ov 3 4 6 T.O.ROOF TRUSS RIDGE T.O.ROOF TRUSS RIDGE 9 ' `" ELEV.+25-4ELEV.+25-4 ch I II II I � II II II II II II II II II I 1 o I II II II II II II II II II II II II II I f I II II II II II II II II II II II II II 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 5D� -. 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 %"x 7Ya"PVC RAKE BOARD I 3/"x 7 Y4"PVC RAKE BOARD VINYL SOFFIT PANEL i VINYL SOFFIT PANEL ROOF CONSTRUCTION ROOF CONSTRUCTION 30 YEAR ARCHITECTURAL ASPHALT ROOF I I 30 YEAR ARCHITECTURAL ASPHALT ROOF71 : SHINGLES OVER 15LB BUILDING FELT WITH i SHINGLES OVER 15LB BUILDING FELT WITH ICE&WATER SHIELD AT ALL EAVES& I I BEATTY HARVEY COCO I I ICE&WATER SHIELD AT ALL EAVES& VALLEYS OVER 3/"EXTERIOR GRADE I A R C H I T E C T S , L L P I I VALLEYS OVER EXTERIOR GRADE PLYWOOD SHEATHING. i i PLYWOOD SHEATHING. NEW YORK I MARYLAND 1300 Walt Whitman Road, New York, 11747 A I ENGINEERED WOOD ROOF TRUSS i /^\ i ENGINEERED WOOD ROOF TRUSSI A p: (631)300-1010 / \ CONTINUOUS R-38 BATT INSULATION, // CONTINUOUS R-38 BATT INSULATION, ' owner/developer TYPICAL FOR ALL ATTIC SPACES. i < / TYPICAL FOR ALL ATTIC SPACES. \ , Conifer Realty 2x4 CROSSBAR&POST. I \ / I 2x4 CROSSBAR&POST. 1000 University Avenue Suite 500 Rochester, NY 14607 AIR SEAL ALL PERIMETERS WITH FLEXIBLE I 585.324-0500 I AIR SEAL ALL PERIMETERS WITH FLEXIBLE ACOUSTICAL SEALANT,TYPICAL,WITH i ACOUSTICAL SEALANT,TYPICAL,WITH JOINT TAPE. I JOINT TAPE. civil engineer CONTINUOUS DOUBLE 2x6 TOP PLATE. i CONTINUOUS DOUBLE 2x6 TOP PLATE. LKMA I 437 &405 HEADER WITH RIGID INSULATION PERi HEADER WITH RIGID INSULATION PER South Country Road SCHEDULE \ i SCHEDULE Brookhaven, NY 1171 631.286.8668 CONTINUOUS ALUMINUM CONCEALED COUNTER FLASHING,TYPICAL. CONTINUOUS ALUMINUM CONCEALED m.e.p. &f.p. FLASHING,TYPICAL. 5/4 x 3%"HARDIE TRIM BOARD / M/E Engineering, P.E. R, yyy] 5/4 x 3%"HARDIE TRIM BOARD ,R 150 North Chestnut Street T.O.SECOND FLOOR TOP PLATE JM6gNEW I T.O.SECOND FLOOR TOP PLATE + Rochester, NY 14604 A y Y)�� - - - ----------------- -- 585.288.5590 ELEV.+17'-9.. �I structural engineer .032"20GA.ALUMINUM CONTINUOUS BREAK METAL DRIP EDGE WITH KYNAR 500 TDM Consulting Engineering FINISH,MINIMUM 4"UP SIDING. .032"20GA.ALUMINUM CONTINUOUS 550 North County Road,Suite E BREAK METAL DRIP EDGE WITH KYNAR 500 Saint James, NY 1 1780 631.686.5234 VINYL WINDOW WITH INSULATED LOW-E — FINISH,MINIMUM 4"UP SIDING. GLASS.REFER TO ELEVATIONS. VINYL WINDOW WITH INSULATED LOW-E GLASS.REFER TO ELEVATIONS. 2ND FLR EXTERIOR WALL CONSTRUCTION key N 77 HARDIE-%"x 1%"TRIM BATTENS OVER%" 2ND FLR EXTERIOR WALL CONSTRUCTION PLAN PANELS(COORDINATE PANEL JOINTS WITH TRIM BATTENS)OVER CONTINUOUS AIR& HARDIE-%"x 1%"TRIM BATTENS OVER%" o C WATER RESISTIVE BARRIER OVER;/2" PANELS(COORDINATE PANEL JOINTS WITH EXTERIOR GRADE PLYWOOD SHEATHING TRIM BATTENS)OVER CONTINUOUS AIR& FASTENED TO 2x6 WOOD STUDS WITH R-21 o WATER RESISTIVE BARRIER OVER Y2" 13 BATT INSULATION OVER CONTINUOUS ao BEDROOM EXTERIOR GRADE PLYWOOD SHEATHING � O VAPOR BARRIER AND%"GYPSUM FASTBATTENSUDTO 2x6 LATION OVOOD STUDS ER CONTINUOUTH S R-21 WALLBOARD ON INTERIOR SIDE. VAPOR BARRIER AND 8"GYPSUM v CONTINUOUS ALUMINUM FLASHING, WALLBOARD ON INTERIOR SIDE. o zo TYPICAL. V N `� CONTINUOUS 2x6 BOTTOM PLATE 2x8 LEDGER BOARD FASTENED TO WALL TRUE o STUDS. 4"PLYWOOD SUBFLOOR ROOF CONSTRUCTION CONTINUOUS ALUMINUM CONCEALED30 YEAR project SHINGLES OVER ARCHITECTURAL 5LB BUILDING FELPHALT T WITH OOF FLASHING,TYPICAL. VINEYARD VIEW ICE&WATER SHIELD AT ALL EAVES& %s'HARDIE PANEL OVER 5/4 x 3 Y"HARDIE VALLEYS OVER 3/"EXTERIOR GRADE 12 TRIM BOARD D PLYWOOD SHEATHING. 3 0 (1HR)RATED UL DES.L521: D FLOOR ASSEMBLY: 18"RIM JOIST SEE FLOOR ASSEMBLY DETAIL +D Count Road 48 -� SHOWN ON SHEET A5.00 18"ENGINEERED WOOD FLOOR TRUSS Y Greenport, NY 11944 ob T.O.SECOND FLOOR SUBFLOOR _ _ _ T.O.SECOND FLOOR SUBFLOOR IV seal ELEV.+9'-71/8" + ELEV.+9'-7%" II� AIR SEAL ALL PERIMETERS WITH FLEXIBLE I ACOUSTICAL SEALANT,TYPICAL,WITH JOINT TAPE. 1ST FLR EXTERIOR WALL CONSTRUCTION O ,. II -------------------- --- ------------------ HARDIEPLANK LAP SIDING OVER CONTINUOUS ALUMINUM GUTTER& CONTINUOUS AIR&WATER RESISTIVE t GUTTER CLEAT. BARRIER OVERY"EXTERIOR GRADE x 7/ PVC FACIA BOARD PLYWOOD SHEATHING FASTENED TO 2x6 � 3 , 1 " WOOD STUDS WITH R-21 BATT INSULATION � 0 OVER CONTINUOUS VAPOR BARRIER AND �' TRIPLE 2'SOLID VINYL SOFFIT PANEL 8"GYPSUM WALLBOARD ON INTERIOR issued date description 1ST FLR EXTERIOR WALL CONSTRUCTION SIDE. -� HARDIEPLANK LAP SIDING OVER CONTINUOUS DOUBLE 2x6 TOP PLATE. 1 03/15/19 Issued for Construction CONTINUOUS AIR&WATER RESISTIVE Q 2 07101119 Project Bulletin No.4 BARRIER OVER)/2"EXTERIOR GRADE CONTINUOUS ALUMINUM CONCEALED PLYW007 SHEATHING FASTENED TO 2x6 FLASHING,TYPICAL. WOOD STUDS WITH R-21 BATT INSULATION OVER CCNTINUOUS VAPOR BARRIER AND 514 x 3Yz"HARDIE TRIM BOARD 5/"GYPSJM WALLBOARD ON INTERIOR SIDE. � .032"20GA.ALUMINUM CONTINUOUS BREAK METAL DRIP EDGE WITH KYNAR 500 .032"20GA.ALUMINUM CONTINUOUS LIVING FINISH,MINIMUM 4"UP SIDING. 0 BREAK METAL DRIP EDGE WITH KYNAR 500 ROOM BEDROOM o HEADER WITH RIGID INSULATION PER FINISH,NINIMUM 4"UP SIDING. °° SCHEDULE 514 x 3%"HARDIE TRIM BOARD VINYL WINDOW WITH INSULATED LOW-E HEADER WITH RIGID INSULATION PER GLASS.REFER TO ELEVATIONS. F SCHEDULE INSULATED ENTRY DOOR. Y4"DIAMETER ANCHOR BOLT. 6"x 6"CLASSIC VERSAWRAP COLUMN CONTINUOUS 2x6 PRESERVATIVE-TREATED COVER WOOD SILL PLATE WITH SILL SEAL FOAM 77, QGASKET&SEALANT BETWEEN SILL PLATE title 4 AND SLAB AT INTERIOR EDGE 4"POURED CONCRETE SLAB ON GRADE 4"POURED CONCRETE SLAB ON GRADE REINFORCED WITH W.W.MESH WITH CONT.2"(R10)RIGID INSULATION REINFORCED WITH W.W.MESH WITH HAUNCHED PERIMETER OVER 6"LAYER OF - NAILED TO INSIDE OF FORMWORK TO HAUNCHED PERIMETER OVER 6"LAYER OF WALL REMAIN IN PLACE.PROVIDE 2"MIN.LAP RCA AGGREGATE SIZE 1"TO 1 Y". RCA AGGREGATE SIZE 1"T01%". TO FND.INSULATION. _ SECTIONS T.O.FIRST FLOOR SLAB T.O.FIRST FLOOR SLAB ELEV.0'-0" •�- , .—. ,— ELEV.0'-0" li ao - �,o - wl I• POURED CONCRETE SLAB ON GRADE, .4 u COLUMN PIER AND FOOTING,BEYOND. nes o o CC `V� _ jl I 4 G I- / T /�'jj \\/\/\\%\\ \\ dii 6 MIL.CLASS"A"VAPOR BARRIER UNDER C drawn b --- I IL � � � � � � I r• SLAB,TYPICAL. CONT.2" R-10 RIGID INSULATION NAILED TO INSIDE OF FORMWORK TO n °, \\ \\ \\ \\ \\ \ / / / / / / / checked by: I I •II; ° / // // // // // // \\/\\/\\/\\/\\/\\/ °II' 2"RIGID INSULATION(R-10)AT BUILDING _ M REMAIN IN PLACE. PROVIDE 2"MIN.LAP ii //\\ \\ \\\//\\ \\ ��� / / / /j\\//j it PERIMETER,UNDER SLAB&ALONG , TO FOUNDATION INSULATION. FOUNDATION WALL FACE TO 24"BELOW scale: 3/4"= 1'-0" r-------------- ----- //\//\//\//\//\� li ADJACENT GRADE � I I a II •° /\\/\\/\\\ . // // // . • project number: 10002 REINFORCED POURED CONCRETE STEM scaled inch Q i ac-=._�� \�\\���/ \ \/j\j ' IIWALL AND SPREAD FOOTING.REFER TO sheet number o I - -. STRUCTURAL DRAWINGS. o U B.O.FOOTING I I '° • • • • � ' ° •- B.O.FOOTING BUILDING B � 91 "y e Z ELEV.-3'-6" --- --- — — \/\\/\\/\\/\\/\\/\\j\\/\\/\\/\\/\\j //\//\//\//\//\//\//\//\//\/j� / ELEV.-3'-6„ WALL SECTION 1 WALL SECTION \/\\//%\\/%\/%\�\/%\/%\\/%\\/%\/�\/�\/� UNDISTURBED NATURAL SOILS OR ENGINEERED FILL. o \\'\\��\ A6.00 SCALE: 3/4 - 1 -0 A6.00 SCALE: 314 = 1 -0 a' Jp.RQ F TRUSS RIDGE _ _ + _ 3 4 + 6 T.O.ROOF TRUSS RIDGE ,� 9771 11 11 I'l 11 ELEV.+25'-4" ELEV.+25'-4" -.� o —T j ROOF CONSTRUCTION 30 YEAR ARCHITECTURAL ASPHALT ROOF 1 SHINGLES OVER 15LB BUILDING FELT WITH ICE&WATER SHIELD AT ALL EAVES& VALLEYS OVER 34"EXTERIOR GRADE PLYWOOD SHEATHING. ENGINEERED WOOD ROOF TRUSS B E A T T Y HARVEY COC O A RC H I T E C T S , LLP WIND BAFFLE IN EACH BAY EXTENDING NEW YORK I MARYLAND ROOF CONSTRUCTION FULL HEIGHT OF INSULATION 30 YEAR ARCHITECTURAL ASPHALT ROOF 1300 Walt Whitman Road, New York, 11747 A I SHINGLES OVER 15LB BUILDING FELT WITH X CONTINUOUS R-38 BATT INSULATION, _-I A p: (631)300-1010 ti ICE&WATER SHIELD AT ALL EAVES& TYPICAL FOR ALL ATTIC SPACES. owner/developer r� VALLEYS OVER%"EXTERIOR GRADE PLYWOOD SHEATHING. Z AIR SEAL ALL PERIMETERS WITH FLEXIBLE Conifer Realty ACOUSTICAL SEALANT,TYPICAL,WITH 1000 University Avenue Suite 500 ENGINEERED WOOD ROOF TRUSS JOINT TAPE. \ Rochester, NY 14607 585.324-0500 WIND BAFFLE IN EACH BAY EXTENDING CONTINUOUS DOUBLE 2x6 TOP PLATE. FULL HEIGHT OF INSULATION i g civil engineer VENTED VINYL SOFFIT PANEL CONTINUOUS R 38 BATT INSULATION, i \ TYPICAL FOR ALL ATTIC SPACES. i CONTINUOUS ALUMINUM GUTTER& 43L&405 \ GUTTER CLEAT South Country Road %"x 7%"PVC FACIA BOARD _ --J \\ Brookhaven, NY 11719 HEADER WITH RIGID INSULATION PER 631.286.8668 VENTED VINYL SOFFIT PANEL SCHEDULE m.e.p. &f.p. CONTINUOUS ALUMINUM GUTTER& _ CONTINUOUS ALUMINUM CONCEALED GUTTER CLEAT. FLASHING,TYPICAL. M/E Engineering, P.E. B i B 150 North Chestnut Street Ob T.O.SECOND FLOOR TOP PLATE _ � L T.O.SECOND FLOOR TOP PLATE Rochester, NY 14604 ELEV.+17'-9" AIR SEAL ALL PERIMETERS WITH FLEXIBLE ELEV.+1T-9" 585.288.5590 ACOUSTICAL SEALANT,TYPICAL,WITH JOINT TAPE. structural engineer CONTINUOUS DOUBLE 2x6 TOP PLATE. 514 x 3%"HARDIE TRIM BOARD TDM Consulting Engineering .032"20GA.ALUMINUM CONTINUOUS 550 North County Road,Suite E Saint James, NY 11780 HEADER WITH RIGID INSULATION PER BREAK METAL DRIP EDGE WITH KYNAR 500 631.686.5234 SCHEDULE FINISH,MINIMUM 4"UP SIDING. CONTINUOUS ALUMINUM CONCEALED -------VINYL WINDOW WITH INSULATED LOW-E FLASHING,TYPICAL. GLASS.REFER TO ELEVATIONS. 5/4 x 3Y2"HARDIE TRIM BOARD key N .032"20GA.ALUMINUM CONTINUOUS LIVING 2ND FLR EXTERIOR WALL CONSTRUCTION PLAN BREAK METAL DRIP EDGE WITH KYNAR 500 ROOM HARDIE-4"x 1%"TRIM BATTENS OVER Y2" FINISH,MINIMUM 4"UP SIDING. t„� PANELS(COORDINATE PANEL JOINTS WITH + VINYL SLIDING DOOR WITH INSULATED 5 BEDROOM WATER RES ST)IVOE VER BARRIERINUOUOVER TRI2" & + f. X. Z'z LOW-E GLASS.REFER TO ELEVATIONS. A6.03 o EXTERIOR GRADE PLYWOOD SHEATHING O 00 �� — — — — — — — — — — — OD o FASTENED TO 2x6 WOOD STUDS WITH R-21 BATT INSULATION OVER CONTINUOUS 34"PLYWOOD SUBFLOOR - 1 �o o I VAPOR BARRIER AND 4"GYPSUM � co co 0 CONTINUOUS ALUMINUM CONCEALED I I WALLBOARD ON INTERIOR SIDE. _ ° v N COUNTER FLASHING,TYPICAL. I I CONTINUOUS 2x6 BOTTOM PLATE N N9 TRUE 18"ENGINEERED WOOD FLOOR TRUSS 4"PLYWOOD SUBFLOOR 2x8 LEDGER BOARD FASTENED TO 2x8 � CONTINUOUS ALUMINUM CONCEALED project • BLOCKING REFER TO STRUCTURAL I i FLASHING,TYPICAL. VINEYARD VIEW • SECTION 5/S2.01 POWDER COATED ALUMINUM RAILING SYSTEM PER SPECIFICATION. I I %6"HARDIE PANEL OVER 5/4 x 3 z'HARDIE TRIM BOARD FLOOR ASSEMBLY: FLOOR ASSEMBLY: l 1 (1HR)RATED UL DES.L521: (1HR)RATED UL DES.L521: 18"RIM JOIST I D + 1x6 TREX BOARD DECKING OVER 2x8 DECK 1 I SEE FLOOR ASSEMBLY DETAIL SEE FLOOR ASSEMBLY DETAIL -t= Count Road 48 JOISTS. I SHOWN ON SHEET A5.00 SHOWN ON SHEET A5.00 18"ENGINEERED WOOD FLOOR TRUSS Greenport, NY 11944 T.O.SECOND FLOOR SUBFLOOR I T.O.SECOND FLOOR SUBFLOOR ELEV.+9'-71/8" ELEV.+9'7%" ... -\ J, ILseal 1 ��1~ � , 4 x 74 PVC FACIA BOARD I AIR SEAL ALL PERIMETERS WITH FLEXIBLE 5� 3 " " ; ACOUSTICAL SEALANT,TYPICAL,WITH 2 x 8 BAND JOIST I I JOINT TAPE ��JQ ; O IST FLR EXTERIOR WALL CONSTRUCTION U, PRESSURE TREATED STRUCTURAL BEAM. I __----------- ------------- --_------_--_-_--_--------- HARDIEPLANK LAP SIDING OVER /1 REFER TO STRUCTURAL SECTION 5/S2.01 AIR SEAL ALL PERIMETERS WITH CONTINUOUS AIR&WATER RESISTIVE CLAD BEAM WITH 1x PVC TRIM BOARD0014 FLEXIBLE ACOUSTICAL SEALANT, BARRIER OVER/ EXTERIOR GRADE VERSAWRAP ACCENT WRAP WITH BASE TYPICAL,WITH JOINT TAPE. PLYWOOD SHEATHING FASTENED TO 2x6 OF WOOD STUDS WITH R-21 BATT INSULATION CAP CONTINUOUS DOUBLE 2x6 TOP 1 OVER CONTINUOUS VAPOR BARRIER AND E VERSAWRAP NOSE COVE MOULDING PLATE I E p 1 SIDEYPSUM WALLBOARD ON INTERIOR issued date description CONTINUOUS DOUBLE 2x6 TOP PLATE. 1 03/15/19 Issued for Construction a0 2 07/01/19 Project Bulletin No.4 CONTINUOUS ALUMINUM I CONTINUOUS ALUMINUM CONCEALED CONCEALED FLASHING,TYPICAL. FLASHING,TYPICAL. 5/4 x 3%"HARDIE TRIM BOARD i 5/4 x 3 z"HARDIE TRIM BOARD .032"20GA.ALUMINUM CONTINUOUS y 032"20GA.ALUMINUM 1 BREAK METAL DRIP EDGE WITH KYNAR 500 CONTINUOUS BREAK METAL DRIP FINISH,MINIMUM 4"UP SIDING. EDGE WITH KYNAR 500 FINISH, � LIVING BEDROOM MINIMUM 4"UP SIDING. o ROOM o HEADER WITH RIGID INSULATION PER G HEADER WITH RIGID INSULATION o c OD SCHEDULE PER SCHEDULE CD VINYL WINDOW WITH INSULATED LOW-E VINYL WINDOW WITH INSULATED GLASS.REFER TO ELEVATIONS. LOW-E GLASS.REFER TO 6"x 6"CLASSIC VERSAWRAP COLUMN ELEVATIONS. I s COVER 1 �G I 4 DIAMETER ANCHOR BOLT. 6 x 6 WOOD POST ' Y4" WOOD SILL CONTINUOUPLATE WITH SILL SEAL OAMS 2x6 ED /a"DIAMETER ANCHOR BOLT. VERSAWRAP ACCENT WRAP WITH BASE l I Q GASKET&SEALANT BETWEEN SILL PLATE title CAP&BED MOULDING I �� CONTINUOUS 2x6 I AND SLAB AT INTERIOR EDGE PRESERVATIVE-TREATED WOOD I CONT.2"(R-10)RIGID INSULATION CONT.2"(R-10)RIGID INSULATION 4"POURED CONCRETE SLAB ON GRADE 4"POURED CONCRETE SLAB ON GRADE SILL PLATE WITH SILL SEAL FOAM NAILED TO INSIDE OF FORMWORK TO C NAILED TO INSIDE OF FORMWORK TO REINFORCED WITH W.W.MESH WITH REINFORCED WITH W.W.MESH WITH GASKET&SEALANT BETWEEN SILL REMAIN IN PLACE. PROVIDE 2"MIN.LAP WALL 1 REMAIN IN PLACE. PROVIDE 2"MIN.LAP HAUNCHED PERIMETER OVER 6"LAYER OF HAUNCHED PERIMETER OVER 6"LAYER OF I (� ° PLATE AND SLAB AT INTERIOR l TO FOUNDATION INSULATION. TO FOUNDATION INSULATION. RCA AGGREGATE SIZE 1"T01%". RCA AGGREGATE SIZE 1"T01%". V EDGE ot SECTIONS T.O.FIRST FLOOR SLAB T.O.FIRST FLOOR SLAB ELEV.0'-0" I °w. a; -.. ;, ° °. —�°% —, . —..—•— —�.�' :� ELEV.0'-0" °n n. IIrP — " e 'II n 144 ✓moo o fpi, ll :TT L a o 0 61n aw POURED CONCRETE PIER AND FOOTING t N i o 0 o it 6 MIL.CLASS"A"VAPOR BARRIER UNDER REFER TO STRUCTURAL SECTION 4/S2.00 I Y�" i rl o %/ �`//`%`%/ \�'\'\�'� \ .�1� + drawn by: --- SLAB,TYPICAL. 2"RIGID INSULATION(R-10)AT BUILDING checked by: --- PERIMETER,UNDER SLAB&ALONG 19 :i 1 411- FOUNDATION WALL FACE TO 24"BELOW `0 scale: 3/4"= 1'-0" ADJACENT GRADE i--------1-I 1 =---1------------ ° i ./ / / //�// \ \ \ \ \o i --------�--- project number: 10002 j//�//\� REINFORCED POURED CONCRETE STEM °•. ..ii . ii ii \ \\ \: // // / ii•° scaled inch WALL AND SPREAD FOOTING.REFER TO Q STRUCTURAL DRAWINGS. sheet number o U OIL B.O.FOOTING ° L ° e ' . _1- J B.O.FOOTING BUILDING B� ELEV.-3'-6" ------------j\ \/\/\/\/\/\/\/\/\//\//� %7\�/\\/\\/\\/\\/\\/\\/\\/\\ \/\\/ \//\//\//\//\//\//\//\//\//\//\�% ------ ELEV.-T-6;; /\\ \\/ '\//\\//\\//\ij\\//\\//\\//\\//\\//\\//\\/i WALL SECTION 1 WALL SECTION \ \ am\\�\\�\\,�\\/�\\/� ENGINEERED FILLTURALSOILS OR. o 7 A6.01 SCALE: 314" = 1'-0" A6.01 SCALE: 3/4" = 1'-0 o � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� -I- 9 T.O.ROOF TRUSS RIDGE + 6 7 T.O.ROOF TRUSS RIDGE ,� 9 N +25'4" — — — — ELE f2`� ELEV. u / ROOF CONSTRUCTION 30 YEAR ARCHITECTURAL ASPHALT ROOF SHINGLES OVER 15LB BUILDING FELT WITH ROOF CONSTRUCTION / I ICE&WATER SHIELD AT ALL EAVES& X1,CC 30 YEAR ARCHITECTURAL ASPHALT ROOF / I VALLEYS OVER%"EXTERIOR GRADE i° .. 1V o . SHINGLES OVER 15L6 BUILDING FELT WITH ICE&WATER SHIELD AT ALL EAVES& // L- - _J PLYWOOD SHEATHING. 5.,. , VALLEYS OVER 4"EXTERIOR GRADE / PLYWOOD SHEATHING. / WIND BAFFLE IN EACH BAY EXTENDING / FULL HEIGHT OF INSULATION ENGINEERED WOOD ROOF TRUSS / / ENGINEERED WOOD ROOF TRUSS B E ATTY HARVEY COC O CONTINUOUS R-38 BATT INSULATION, / A R C H I T E C T S , L L P VENTED VINYL SOFFIT PANEL NEW YORK I MARYLAND TYPICAL FOR ALL ATTIC SPACES. / WIND BAFFLE IN EACH BAY EXTENDING �� ^� CONTINUOUS ALUMINUM GUTTER& 1300 Walt Whitman Road, New York, 11747 A A p: (631)300-1010 - FULL HEIGHT OF INSULATION GUTTER CLEAT \� CONTINUOUS R-38 BATT INSULATION, � owner/developer AIR SEAL ALL PERIMETERS WITH FLEXIBLE /'�� �> TYPICAL FOR ALL ATTIC SPACES. Conifer Realty ACOUSTICAL SE4LANT,TYPICAL,WITH / � i � i 1000 University Avenue Suite 500 JOINT TAPE. / AIR SEAL ALL PERIMETERS WITH FLEXIBLE Rochester,NY 14607 / ACOUSTICAL SEALANT,TYPICAL,WITH 585.324-0500 CONTINUOUS DOUBLE 2x6 TOP PLATE. / �� JOINT TAPE. HEADER WITH RIGID INSULATION PER / CONTINUOUS DOUBLE 2x6 TOP PLATE. civil engineer SCHEDULE / LKMA CONTINUOUS ALUMINUM CONCEALED / i i� 437&405 i South Country Road COUNTER FLASHING,TYPICAL. / i Brookhaven, NY 11719 / i ! 631.286.8668 VENTED VINYL SOFFIT PANEL m.e.p. &f.p. CONTINUOUS ALUMINUM GUTTER& / M/E Engineering, P.E. GUTTER CLEAT. i I I 150 North Chestnut Street T.O.SECOND FLOOR TOP PLATE /C_ J _ _ T.O.SECOND FLOOR TOP PLATE Rochester, NY 14604 -- - ------------------------------------ - -- ------- -- -- -- --- - -------- - ELEV.+17'-9" -- --- - ELEV.+17'-9" 5/4 x 3%"HARDIE TRIM BOARD structural engineer TDM Consulting Engineering .032"20GA.ALUMINUM CONTINUOUS 550 North County Road,Suite E BREAK METAL DRIP EDGE WITH KYNAR 500 Saint James, NY 11780 FINISH,MINIMUM 4"UP SIDING. 631.686.5234 VINYL WINDOW WITH INSULATED LOW-E GLASS.REFER TO ELEVATIONS. \ key " 2ND FLR EXTERIOR WALL CONSTRUCTION 2ND FLR EXTERIOR WALL CONSTRUCTIONHIM 177 P�"" HARDIE-4"x 2V TRIM BATTENS OVER%fi' HARDIE-/"x 1)/2"TRIM BATTENS OVER/" o PANELS(COORDINATE PANEL JOINTS WITH PANELS(COORDINATE PANEL JOINTS WITH -I- TRIM BATTENS)OVER CONTINUOUS AIR& `� TRIM BATTENS)OVER CONTINUOUS AIR& -f WATER RESISTIVE BARRIER OVER%" `� WATER RESISTIVE BARRIER OVERY" EXTERIOR GRADE PLYWOOD SHEATHING o `� o EXTERIOR GRADE PLYWOOD SHEATHING O O° FASTENED TO 2x6 WOOD STUDS WITH R-21 co BEDROOM BEDROOM � FASTENED TO 2x6 WOOD STUDS WITH R-21 �0 BATT INSULATION OVER CONTINUOUS �' BATT INSULATION OVER CONTINUOUS VAPOR BARRIER AND%"GYPSUM �` VAPOR BARRIER AND%"GYPSUM WALLBOARD ON INTERIOR SIDE. WALLBOARD ON INTERIOR SIDE. o N CONTINUOUS 2x5 BOTTOM PLATE /'� CONTINUOUS 2x6 BOTTOM PLATE N " 4"PLYWOOD SUBFLOOR 4"PLYWOOD SUBFLOOR TRUE n CONTINUOUS ALUMINUM CONCEALED �'� CONTINUOUS ALUMINUM CONCEALED project COUNTER FLASHING,TYPICAL. FLASHING,TYPICAL., VINEYARD VIEW %6"HARDIE PANEL OVER 5/4 x 3%"HARDIE ' TRIM BOARD %6"HARDIE PANEL OVER 5/4 x 3�"HARDIE TRIM BOARD FLOOR ASSEMBLY: FLOOR ASSEMBLY: D I 18"RIM JOIST (1 HR)RATED UL DES.L521: '� (1 HR)RATED UL DES.L521: 18"RIM JOIST ,D + SEE FLOOR ASSEMBLY DETAIL SEE FLOOR ASSEMBLY DETAIL + Count Road 48 18"ENGINEERED WOOD FLOOR TRUSS SHOWN ON SHEET A5.00 �'� SHOWN ON SHEET A5.00 18"ENGINEERED WOOD FLOOR TRUSS Y Greenport, NY 11944 ob T.O.SECOND FLOOR SUBFLOOR �� T.O.SECOND FLOOR SUBFLOOR - -- - --- - — — — - seal - " ELEV.+9'-7 i AIR SEAL ALL PERIMETERS WITH FLEXIBLE iI AIR SEAL ALL PERIMETERS WITH FLEXIBLE - ACOUSTICAL SEALANT,TYPICAL,WITH II ACOUSTICAL SEALANT,TYPICAL,WITH JOINT TAPE. JOINT TAPE. 1ST FLR EXTERIOR WALL CONSTRUCTION 1ST FLR EXTERIOR WALL CONSTRUCTION � , O I' tl1 ;t j HARDIEPLANK LAP SIDING OVER - HARDIEPLANK LAP SIDING OVER _, ,, � i Q U � CONTINUOUS AIR&WATER RESISTIVE CONTINUOUS AIR&WATER RESISTIVE C '�`(� BARRIER OVERY"EXTERIOR GRADE BARRIER OVER Y2"EXTERIOR GRADE f PLYWOOD SHEATHING FASTENED TO 2x6 PLYWOOD SHEATHING FASTENED TO 2x6 cr WOOD STUDS WITH R-21 BATT INSULATION WOOD STUDS WITH R-21 BATT INSULATION T' 0214'L2 y0 ,I OVER CONTINUOUS VAPOR BARRIER AND OVER CONTINUOUS VAPOR BARRIER AND qTJ %"GYPSUM WALLBOARD ON INTERIOR 4"GYPSUM WALLBOARD ON INTERIOR issued date -.description E SIDE. / SIDE. \� 1 03/15/19 Issued for Construction CONTINUOUS DOUBLE 2x6 TOP PLATE. CONTINUOUS DOUBLE 2x6 TOP PLATE. b 2 07/01/19 Project Bulletin No.4 • � � `� CONTINUOUS ALUMINUM CONCEALED FLASHING,TYPICAL. 514 x 3�z"HARDIE TRIM BOARD ------__:_-HEADER WITH RIGID.INSULATION PER SCHEDULE a' TELCO&WATER 4 KITCHEN ` SERVICE ROOM o INSULATED UTILITY ENTRY DOOR co co 4"DIAMETER ANCHOR BOLT. F ' R POURED CONCRETE SLAB ON GRADE '� REINFORCED WITH W.W.MESH WITH HAUNCHED PERIMETER OVER 6"LAYER OF CONTINUOUS 2x6 PRESERVATIVE-TREATED `� ��' RCA AGGREGATE SIZE 1"T01%". WOOD SILL PLATE WITH SILL SEAL FOAM GASKET&SEALANT BETWEEN SILL PLATE `� O , Q 6 MIL.CLASS"A"VAPOR BARRIER UNDER title AND SLAB AT INTERIOR EDGE --- - SLAB,TYPICAL. 4"POURED CONCRETE SLAB ON GRADE ��'� CONT.2"(R-10)RIGID INSULATION 2"RIGID INSULATION(R-10)AT BUILDING REINFORCED WITH W.W.MESH WITH ; ,' NAILED TO INSIDE OF FORMWORK T PERIMETER,UNDER SLAB&ALONG HAUNCHED PERIMETER OVER 6"LAYER OF REMAIN IN PLACE. PROVIDE 2"MIN.LAP FOUNDATION WALL FACE TO 24"BELOW WALL RCA AGGREGATE SIZE 1"T01%". ' ,' TO FOUNDATION INSULATION. ADJACENT GRADE T.O.FIRST FLOOR SLAB _ '� T.O.FIRST FLOOR SLAB SECTIONS ELEV.O'0" —, .° :T . e ..---: — o — .--T a' ELEV.0'0.. I IrP � . . . •° Fr Ila ✓�� ` REINFORCED POURED CONCRETE STEM �_ ° o o o o WALL AND SPREAD FOOTING.REFER TO 6 MIL.CLASS"A"VAPOR BARRIER UNDER ri / l�% �' -�' �- ' \%Z ii �� IS ° o \ \ \ \ o � i i STRUCTURAL DRAWINGS. drawn b SLAB,TYPICAL. \//\\//\\// �i�//////////////////\/ j UNDISTURBED NATURAL SOILS OR 2"RIGID INSULATION R-10 AT BUILDING /\/ \/\/\/\/ \ \ \ \ \ \ \ --- i checked by: --- ( ) // // CONT.2"(R-10)RIGID INSULATION /\,\\ \\ \\ \\ \\ \\ . ,"it i i ENGINEERED FILL. PERIMETER,UNDER SLAB&ALONG ii j\\%/\\j\//\//\//\ NAILED TO INSIDE OF FORMWORK TO j��/ \\ \\ \\ \\ \\ \\ i i scale: 3/4"= 1'-0" FOUNDATION WALL FACE TO 24"BELOW REMAIN IN PLACE. PROVIDE 2"MIN.LAP ///\// / //\//%j n° j ADJACENT GRADE ° a/ / / / / \ \ \ \ \e o • - T______L____-- Tom__ project number: 10002 \ \ / / / e n ----------------------- i /\/\/ . . -C REINFORCED POURED CONCRETE STEM ii \//\\//\\/� ��� \//\\//\\/ ii•' °° scaled inch IP WALL AND SPREAD FOOTING.REFER TO //\ . e i o STRUCTURAL DRAWINGS. =��= \�\\� - i i sheet number U U B.O.FOOTING •' _ _ i __________ _ � � B.O.FOOTING BUILDING B ELEV.-3'-6" \ \\ \\ \\ \\ \\ \\`'\\ \\ \\ \\' // // /j // // /j /j /j�/j /j T/ ELEV.-3'-6" , `'�\i/\\i/\\i/\\i/\\i/\\i/\\i/\\i/\\i/\\i/\�i, 1 WALL SECTION � � ENGINEEREDDFILLTURALSOlLS OR �\\/ / / / / /\//\\ / 2 WALL SECTION ; � �\\�\;�\\�\\\j\\\j� „- „ a 6 ?_ SCALE: 3/4 - 1 -0 �-, �.OSCALE: 3/4 - 1 -0 co O H 1 A6 ,002 + + [T + —j y 9 1 CD 5 A6.03 5"SQUARE x 4"POST CAP 2"x 2"TOP RAIL T.O.RAILING I I ELEV.+13'2%" iv 4"x 4"CORNER POST BEATTY HARVEY COCO 1"x 1"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, p: (631)300-1010 -�- CV N owner/developer i POWDER COATED ALUMINUM RAILING LO Conifer Realty SYSTEM PER SPECIFICATION. 1000 University Avenue Suite 500 Rochester, NY 14607 1x6 TREX BOARD DECKING OVER 2x8 585.324-0500 DECK JOISTS. 4" M , MAX civil engineer `0 LKMA 437 &405 South Country Road Brookhaven, NY 11719 631.286.8668 POWDER COATED ALUMINUM RAILING 10'-11y4" 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 150 North Chestnut Street Rochester, NY 14604 5"SQUARE x 4"POST BASE SELF-ADHERED FLEXIBLE MEMBRANE 585.288.5590 1x6 TREX BOARD DECKING OVER 2x8 DECK 2x8 LEDGER BOARD FASTENED TO 2x8 structural engineer JOISTS. N BLOCKING REFER TO STRUCTURAL TDM Consulting Engineering T.O.DECKING N SECTION 5/S2.01 550 North County Road,Suite E Saint James, NY 11780 ELEV.+9'-8Y8" 3 DECK FLOOR PLAN 631.686.5234 4"x 7%"PVC FACIA BOARD A6.03 SCALE: 1/2"= 1'-0" 2 x 8 BAND JOIST key PRESSURE TREATED STRUCTURAL-BEAM. REFER TO STRUCTURAL SECTION 51S2.01 5 NTRUE ORTH CLAD BEAM WITH 1x PVC TRIM BOARD A6.03 C l_ VERSAWRAP ACCENT WRAP WITH BASE C I1 CAP ° ° 6"x 6"CLASSIC VERSAWRAP COLUMN COVER ° ° 6 x 6 WOOD POST0 - -- -- - - ---- - --- - - VERSAWRAP NOSE COVE MOULDING d a d ° ° ° ° a d ° d d ° d a d ° project r_6_N� DECK & RAILING DETAIL � ° a d ° d VINEYARD VIEW 6"x 6"CLASSIC VERSAWRAP COLUMN ° ° d d °41 ° ° A&03 SCALE: 11/2" = 1'-0" COVER d <4 ° d a 6 x 6 WOOD POST 4 ° °d D d 4 d ° ° 5 ° ° d a d ° � d d ° d ° ° County Road 48 A6.03 Greenport, NY 11944 d ° d ° ° ° a c� ® ° d seal — 6 ��RED Aqc A6.03 �O' T_0.(RAILING r 1 T.O.RAILING 10'-11y4" I I ELEVob .+13-2/s ELEV.+13'-2Y8" �s: J POWDER COATED ALUMINUM RAILING POWDER COATED ALUMINUM RAILING OFINEV�y0 SYSTEM PER SPECIFICATION. SYSTEM PER SPECIFICATION. M ih 2x8 LEDGER BOARD FASTENED TO 2x8 F BLOCKING REFER TO STRUCTURAL issued date description SECTION 5lS2.01 1 03/15/19 Issued for Construction KIN 2 ROUND FLOOR PLAN T.O.DEC G G U OO L N Ob T.O.DECKING ESE P.+9'-8%" - ELEV.+9'-8i° A6.03 SCALE: 112"= 1'-0" 1x6 TREX BOARD DECKING OVER 2x8 1x6 TREX BOARD DECKING OVER 2x8 DECK JOISTS. / +•: DECK JOISTS. a/"x 7%"PVC FACIA BOARD Y4"/"x 7)/4"PVC FACIA BOARD 2 x 8 BAND JOIST _ PRESSURE TREATED STRUCTURAL A6.03 BEAM.REFER TO STRUCTURAL PRESSURE TREATED STRUCTURAL SECTION 5/S2.01 CLAD BEAM WITH 1x BEAM.REFER TO STRUCTURAL PVC TRIM BOARD \ I SECTION 5/S2.01 CLAD BEAM WITH 1x ;. \ - - -I— - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PVC TRIM BOARD VERSAWRAP ACCENT WRAP WITH I, , BASE CAP a \ Q ° a a a ° ° a° a VERSAWRAP ACCENT WRAP WITH \ ° ° a s a ° a ° F BASE CAP VERSAWRAP NOSE COVE MOULDING \ a a d ' F + ` - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - VERSAWRAP NOSE COVE MOULDING I 6"x 6"CLASSIC VERSAWRAP COLUMN COVER \ 6"x 6"CLASSIC VERSAWRAP COLUMN COVER �� 77 I title 6 x 6 WOOD POST o N N DECK PLANS, I POURED CONCRETE PIER AND ELEVATION, VERSAWRAP ACCENT WRAP WITH VERSAWRAP ACCENT WRAP WITH / FOOTING REFER TO STRUCTURAL — I— — — — — BASE CAP&BED MOULDING o BASE CAP&BED MOULDING _. SECTION 4/S2.00 I SECTIO N T.O.FIRST FLOOR SLAB ° T.O.FIRST FLOOR SLAB / 1 ELEV.0'-0" Jli=�" OILELEV.0'-0" o o & DETAILS I �y• b ------------- ----------- — POURED CONCRETE PIER AND it ° ilk i rye= POURED CONCRETE PIER AND I - drawn by: --- FOOTING REFER TO STRUCTURAL II �� i �\//� FOOTING REFER TO STRUCTURAL_LAi _ _ _ _ SECTION 4/S2.00 _�, I u a ���\\� �\�' = SECTION 4/S2.00 I i s „ checked by: co I ti /\�j\\/ `o I 10-11/ --- =ice; i " °'I �\\/�\�/:"/\�� `' i i scale: AS NOTED JL / /`/ 1____-1___ --------------------.-__--______---___—_____—___ 1___--1___ J f----- v i'--- T— —T--- T I I ••I I I I I \\//\\��/ I I I I v /°. •�` I _0 i��/� I I I project number: 10002 B.O.FOOTING I B.O.FOOTING I I I scaled inch • ° L------- L--------------I----------------------�-- --�--------------L ELEV.4-6" ��\��\� ��\�\�\\��\�/\�i<\��\�; i/;/�; /\i/� i/�/� //\//�,,�i ELEV.-3-6" sheet number U O U BUILDING B 5 DECK SECTION 4 DECK ELEVATION 1 FOUNDATION PLAN AB.03 SCALE: 112" = 1'-0" A6.03 SCALE: 1/2"= 1'-0" A6.03 SCALE: 112" = 1'-0" + + +5 +6 +8 49 A6903 m ' 1 2 1 4 1 51 61 71 81 9 0 DOOR TYPE: 1. MINIMUM 10"HIGH SMOOTH BOTTOM,E H R ATTACHEDPANEL OR BOTTOM OR 36"TO 42"LEVER OR C:) U SHAPED HANDLE. RAIL. .. IRE STROBE �_---- " , C HARDWARE: . 1.OPENABLE FROM INSIDE WITHOUT USE OF KEY OR Lmi - "MIN SPECIAL KNOWLEDGE OR EFFORT. -THERMOSTAT WITHLEVER-TYPE 2.OPENABLE BY SINGLE EFFORT DEVICE !, . .. OPERABLECONTROLS 8 z_ (NOT REQUIRING GRASPING). _ zIRE PULL D OR HARDWARE IN 12MAX 3.MOUNTED 36"TO 42 BO10"MIN. STATION ONVIENENCE JIGHT WITCH 4.MAXIMUM 5 LBS.EFFORT TO OPERATE DOOR. OR PROVIDEL OUTLET SEE IN KICK PLATE B E A T T Y HARVEY COC O ELECTRICAL SECTION 404.2.8&SECTION 404.2.9 ARCHITECTS , L L P 10" DRAWINGS FOfio IN NEW YORK I MARYLAND PLAN LOCATIOff 10" "MN SECTION 604.10:AMBULATORY 1300 Walt Whitman Road, New York, 11747 A `r o WALL-MOUNTED W.C.) ACCESSIBLE COMPARTMENT FIGURE-A 4 DOOR REQUIREMENTS A p: (631)300-1010 v 0 o CENTER OF " "MIN A7.00 SCALE: 112" = 1'-0" owner/developer M CONVENIENCE co 10 FLOOR MOUNTED W.C.) OUTLET ALTERNATE DOOR Conifer Realty - 4"MAX LOCATION 1 1 2 1000 UniversRocheste, NYy Avenue t14607 1 1/2"MIN. - 13 1/2". 585.324-0500 3 TYPICAL MISCELLANIOUS MOUNTING HEIGHTS o -----RETURN ENDS TO ACE OF WALL xQ WALL,TYP civil engineer " IN z � 0 1-1/4"-2"O.D.NOM.PIPE PLAN LKMA 18 MOUNTING DETAILS = _ _ �RAILWELDCONNECTIONS + 437&405 „- O LOOR RECEPTACLE M o AND GRIND SMOOTH South Country Road A7.01) SCALE: 3/8 - 1 -0 Brookhaven, NY 11719 `r z RACKETS WTH SPACER SPACE 631.286.8668 cc ELONGATED WALL-HUNG STALL TYPE o EQUAL AT 4'0"O.C.MAX. 2MIN 1' "M Xe FIGURE 605.2 N z m.e.p. &f.p. ROVIDE 3 � GROUNDING/BLOCKING @ 90°ELBOW TO M/E Engineering, P.E. B N SECTION 605 URINALS SECTION GYPSUM&STUD PARTITIONS. WALL @ EACH g 150 North Chestnut Street 42"MI WALL MOUNTED W.C. END AND CLOSE Rochester, NY 14604 o SECTION 505.7 HANDRAIL CROSS SECTION " N FLOOR-MOUNTED W.C.) 585.288.5590 SECTION 604.9 WHEELCHAIR ACCESSIBLE COMPARTMENT 1 O URINAL DIMENSIONS FIGURE-B SECTION 404.2.5:TWO DOORS IN SERIES FIGURE-C 3 HAND RAIL D ETAI L structural engineer WHEELCHAIR ACCESSIBLE COMPARTMENTS A7.00 SCALE: 1/4" = 1'-0" A7.00 SCALE: 11/2" = 1'-0" TDM Consulting Engineeringg SECTION 403.5 CLEAR WIDTH 1 1/4"O.D.NOM.BRUSHED ALUM. 550 North County Road,Suite Saint James, NY 11780 OR STEEL HANDRAIL W/RADIUSED 631.686.5234 LETTEP.S AND NUMBERS: RETURNS TO WALL EACH END rl3 TOILET STALLS 1. WIDTH TO HEIGHT RATIO BETWEEN 3:5 AND 1 :1. 7 DOORS IN SERIES 3 ,. 3�MIN� 2.STROKE WIDTH TO HEIGHT BETWEEN 1 :5 AND 1 :10. '�`�` A7.00 SCALE: 114" = 1'-O" 3.CCNTRAST CHARACTERS AND SYMBOLS WITH A7,00 SCALE: 114" = 1'-0" A7.01 key BACKGROUND. N 4.SAWS SERIF CHARACTERS. PIAN SIGNS/PICTOGRAMS: ONE TREAD MIN. NOTES: G 1. PICTOGRAMS/PICTORIAL SYMBOL SIGNS SHALL BE FOR TREAD AND RISER DIMENSIONS SEE G >; ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE z f BOTH A CLOSER& PLANS AND SECTIONS. PICTOGRAM. THE BORDER DIMENSION SHALL BE 6" LATCH ARE O CD PROVIDED. MINIMUM HEIGHT.2. - MIN l 60MIN ,� NON-GLARE TCONTRAST COERS AND NTRASTING DS SHALL BE OF 2 HANDRAIL ELEVATION o SECTION 403.5 CLEAR WIDTH SECTION 403.5.2 PASSING SPACE RAISED 3. SIGNS/PICTOGRAMS SHALL BE INSTALLED ON THE18 - WALL ADJACENT TO DOOR LEADING TO THE ROOM OR A7.00 SCALE: 1/2" - 1 0 N� SPACE THEY DESCRIBE AND AT 60"AFF TO SIGN FRONT APPROACH,PULL SIDE FRONT APPROACH,PUSH SIDE CENTERLINE AND WHERE A PERSON MAY APPROACH TRUE o 17 WHEELCHAIR PASSING AND PASSAGE WIDTH WITHIN 3"OF SIGNAGE WITHOUT ENCOUNTERING SECTION 404,2.5:TWO DOORS IN SERIES O O PROTRUDING OBJECTS OR STANDING WITHIN THE DOOR project A7.01) SCALE: 1/4"= 1'-0" - O 36 GRA BAR SWING AREA. 48 VINEYARD VIEW 4. VERTICAL CLEARANCE AT SUSPENDED SIGNS WITH A.OU UUU MINIMUM HEADROOM OF 80"REQUIRE MINIMUM 3" X `� IN. WOMEN RESTROOMS CHARACTER HEIGHT MEASURED BY USING UPPERCASE cc CD� 42"GRAB BAR "X". CHARACTERS AND NUMBERS SHALL BE SIZED `r D ACCORDING TO VIEWING DISTANCE FROM WHICH D 24 2 CLEAR FLOOR SPACE READ. LOWER CASE CHARACTERS PERMITTED. County Road 48 4MAX. 18"GRAB BAR 18"GRAB BAR MIN HINGE APPROACH,PULL SIDE HINGE APPROACH,PULL SIDE FIGURE 308.2.1 Greenport, NY 11944 SIGN LOCATIONS: FORWARD REACH 8"GRAB BAR O 9.ALL ACCESSIBLE ENTRANCES IDENTIFIED WITH = seal q R 12MAX SECTION 604.3.1:WATER CLOSET CLEARANCE 24"GRAB BAR MINIMUM OF ONE STANDARD SIGN. � " af 10.ADDITIONAL DIRECTIONAL SIGNS ALONG z o, o w ? N 20"MAX. >20"-25" ��� Cyj CONTROL AREA- 4M X PUBLIC TOILET: CLEAR FLOOR SPACE AT WATER CLOSETS o 0 C/) 0 ��� P� G'`�gRp TSO Q ACCESSIBLE PATH OF TRAVEL ARE REQUIRED. o U v MIN MILIMEN 11.BUILDINGS REMODELED TO PROVIDE ACCESSIBLE o v " I Cn M SEAT 1 2 SANITARY FACILITIES FOR PUBLIC USE SHALL HAVE _ � o -F = O ` 1 18 18 INFOP,MATION POSTED IN THE LOBBY AS PART OF THE LU * N SEAT _ - _ BUILDING DIRECTORY > :OOT BACK CONTROL WALL 36"GRAB AR LAV SYMBOL OF ACCESSIBILITY: o ��9T 02 t 42�_>0 SECTION 607.4.2 BATHTUBS WITHOUT PERMANENT SEATS • O 1. STANDARD USED TO IDENTIFY ACCESSIBLE FACILITIES. CD o FIGURE 308.2.2 z 2.SYMBOLS OF ACCESSIBILITY SHALL CONTRAST WITH 1 E OVABLE ®O®�® THEIR BACKGROUND,WITH EITHER LIGHT SYSMBOL ON FORWARD REACH OVER AN OBSTRUCTION ®�®� DARK BACKGROUND OR A DARK SYMBOL ON A LIGHT LATCH APPROACH, 11 SIDE LATCH APPROA H,PUSH SIDE issued date description E 16 GRAB BARS AT TU BIS H OWER 2"GRAB BAR ®� BACKGROUND. E 3.WEEN ENFORCING AGENCY DETERMINES,IF A7.0� SCALE: 1/4"- 1'-0" CLEAR FLOOR SPACE CLEAR FLOOR SPACE _ APPROPRIATE,SPECIAL DESIGNS AND COLORS MAY BE 1 03/15/19 Issued for Construction Q 2 APPROVED. PARALLEL 0 2 06/13/19 TOS Bldq Dept Comments APPROACH SECTION 1004.11.3.1.2:WATER SECTION 1004.11.3.1.2:CLEARANCE Qcc cc C CLOSET CL ARANCE WITH LAVATORY(OVERLAP EXCEPTION) FIGURE 703.7 BRUSUCONTRASTEDCRADE 2 BRAILLE.DOTS TO BE 0.1" 6 DOOR APPROACH REQUIREMENTS SYMBOLS OF ACCESSIBILITY O.C.IN EACH CELL. A7.00 SCALE: 1/4" = 1'-0" DWELLING UNITS TOILETS: CLEAR FLOORS ACE W TE CL SE . BACK WALL:-. 2 0 2 SPACE BETWEEN CELLS '3.DCTS RAISED MINIMUM 0.025"ABOVE BACKGROUND. Q W /-- uoti. FIGURE 308.3.1 N N w x rl2 WATER CLOSET CLEARANCESr_q-"'\' SIGNS AND PICTOGRAMS uN> P51RUCTED SIDE REACH 30 L " _ F N " _ F " �OOSCALE: 114 - 1 -0 A7.00 SCALE: 1/4 - 1 -0 CD CLEAR FLOG SPA. CLEAR FLOOR SPACE NOTE: F F N TUB LENGTH F----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 Lu12MAX 7112MAX W POST. title 15 CLEARANCE FOR BATHTUBS FIGURE 302.2 CARPET ON FLOOR SURFACES 77 POST. FIGURE 308.3.2 ACCESSIBILITY OBSTRUCTED SIDE REACH A7.00 SCALE: 1/4" = 1'-0" SECTION 307.3 MIN DETAILS & NOTES x >121, 27 -- 2 _ CD IIIIII, 00 Q Q T•SHAPED POST. ICC A ] 17. 1 -2009 18"GRAB BAR 18"GRAB BAR ^ 4 ¢ FIGURE 302.2 BEVELED CHANGE IN LEVELSC14 X G CLEAR CCl-� 36"GRAB BAR CI- 42"GRAB BAR � z G z z Q FLOOR 54MIN drawn by: MIN NOTE: SECTION 307.3 011 C) SPACE 24MIN 42MIN THE SLOPING PORTIONS OF HANDRAILS SERVING STAIRS AND RAMPS " - checked by: --- `V SHALL NOT BE REQUIRED TO COMPLY WITH 307.3. scale: AS NOTED � MIN _ . ,. - . J 10= FIGURE 307.2 LIMITS OF PROTRUDING OBJECTS a KNEE(CLEARANCE$ TOE CLEARANCE Cl)jF= FIGURE 302.2 VERTICAL CHANGE IN LEVELS NOTE: MIN project number: 10002 m = ELEMENTS LOCATED ON CIRCULATION PATHS,INCLUDING OPERABLE ELEMENTS,MUST COMPLY WITH u NOTES: CIRCULAR ?aled inch LAV DEPTH REQUIREMENTS FOR PROTRUDING OBJECTS. CASEMENT WINDOWS,WHEN OPEN,CANNOT ENCROACH MORE NOTE:DASHED LINE INDICATES MINIMUM LENGTH OF s`' THAN 4 INCHES INTO CIRCULATION PATHS ABOVE 27 INCHES 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 sheet number CLEAR FLOOR SPACE AT 7" 9" 2. 1 :2 SLOPED BEVEL REQUIRED IF LEVEL CHANGE IS OVER 1/4"VERITCAL LEVEL CHANGE. EXCEPTION:HANDRAILS SHALL BE PERMITTED TO PROTRUDE 41/2"MAX SPACE IN ORDER TO COMPLETE THE TURN LAVATORY CLEARANCES LAVATORIES 3. CHANGE IN LEVEL OF 1/4 INCH MAXIMUM IN HEIGHT SHALL BE PERMITTED TO BE VERTICAL. BUILDING B SECTION 604.5 GRAB BARS SECTION 604.5 GRAB BARS SECTION 304.3.1 CIRCULAR SPACE SECTION 304.3.2 T-SHAPED SPACE SECTION 604.7 DISPENSERS FIGURE 304.3(a)Circular FIGURE 304.3(b)T-shaped = 14 LAVATORY CLEAR SPACE 11 WATER CLOSET GRAB BARS 8 THRESHOLD REQUIREMENTSr5_'�� LIM15 OF PROTRUDING OBJECTSr-1 TURNING SPACES } A7 V SCALE: 114' = 1'-0" A7.00 SCALE: 1/4" = l'-0" A7.00 SCALE: 6" = 1'-0" A7.00 SCALE: 1/4" = 1'-0" A7.00 SCALE: 1/4" = 1'-0" `� H H 1 21 3 4 5 6 7 81 9 a' + M AIR SEALING NOTES FOR o MULTIFAMILY WOOD CONSTRUCTION ® .. OPEN INSULATED RIGID INSULATION ( TAPED TAPED OR SEALED JOINTS SINGLE HEADER 1. EXTERIOR WALL-TOP:REDUCE LEAKAGE BETWEEN UNCONDITIONED ATTIC AND WALL CAVITIES. CLIP SUPPORT FOR GWB OR SEALED AT CORNERS. r a. STOP AIR MOVEMENT THOUGH CRACK BETWEEN DRYWALL AND TOP PLATES. APPLY ' Y �l 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. BEATTY HARVEY COCO BLOCKING FOR GYPSUM THICK RIGID INSULATION L 1" THICK RIGID INSULATION (TIMBER STRAND) HEADER ANCHOR THROUGH RIGID BOARD SUPPORT OVER J" 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 1 T E C T S , L L P OR OSB SHEATHINGINSULATED FROM INTERIOR ALTERNATE: PROVIDE BLOCKING a. APPLY SEALANT BETWEEN SILL PLATE AND SHEATHING. NEW YORK I MARYLAND BEHIND ANCHOR b. APPLY SEALANT BETWEEN DRYWALL AND SILL PLATE. 1300 Walt Whitman Road, New York, 11747 A I c. APPLY SEALANT BETWEEN SILL PLATE AND SUBFLOOR. d. APPLY SEALANT AT ALL WALL PENETRATIONS. A p: (631)300-1010 I TWO STUD CORNER e. APPLY SEALANT BETWEEN TOP PLATE AND SHEATHING. owner/developer ALTERNATE 1X6 ! CLIP SUPPORT FOR Realty f. APPLY SEALANT BETWEEN TOP PLATE AND DRYWALL Conifer Real cUPPORT FOR GYPSUM BOARD 1000 University Avenue Suite 500 • 3. EXTERIOR WALL-BOTTOM:REDUCE LEAKAGE BETWEEN WALL CAVITIES AND APARTMENTS. Rochester, NY 14607 CYPSUM BOARD. SINGLE HEADER • a. APPLY SEALANT BETWEEN SILL PLATE AND SHEATHING. ALLOWS FOR SET TOWARDS \_S-UD NOTCHED TO • • 585.324-0500 IIJSULATION OUTSIDE OF WALL SUPPORT SINGLE HEADER b. APPLY SEALANT BETWEEN DRYWALL AND SILL PLATE, IIJSTALLATION FLUSH W EXTERIOR PLYWOOD PLATE c. APPLY FOAM GASKET UNDER SILL PLATE / • • • d. APPLY SEALANT BETWEEN SILL PLAT AND SLAB civil engineer FAST INTERIOR SURFACE OF STUD HEADER HANGER SIZED BY LKMA FARTITION WALL ALTERNATE 1 X 4 CALCULATED LOADS 4. EXTERIOR WALL-WINDOW JAMB,HEAD&SILL:REDUCE LEAKAGE BETWEEN WALL CAVITIES AND 437&405 SUPPORT FOR GYPSUM OUTDOORS. South Country Road BOARD SINGLE STUD SINGLE STUD a. APPLY SEALANT BETWEEN FRAMING AND SHEATHING. Brookhaven,NY 11719 b. APPLY SEALANT BETWEEN WINDOW AND FRAMING. NOTE: c. APPLY SEALANT BETWEEN DRYWALL AND WINDOW. 631.286.8668 USE DETAIL IN NON-LOADBEARINC d. APPLY SEALANT BETWEEN FRAMING MEMBERS. m.e.p. &f.p. TAPED JOINTS WALLS. SEE PROJECT MANUAL FOR FURTHER INFORMATION 5. DEMISING WALL/INTERIOR PARTITION AT EXTERIOR/CORRIDOR WALL:REDUCE LEAKAGE BETWEEN WE Engineering, P.E. B EXTERIOR/CORRIDOR WALL AND DEMISING WALUINTERIOR PARTITION. B 150 North Chestnu Street a. APPLY SEALANT AT ALL PENETRATIONS THOUGH WALL FRAMING. Rochester, NY 14604 b. APPLY SEALANT BETWEEN DRYWALL AND FRAMING. 585.288.5590 6. CORRIDOR/DEMISING WALUINTERIOR PARTITION-TOP/BOTTOM:REDUCE LEAKAGE BETWEEN structural engineer UNCONDITIONED ATTIC/FLOOR STRUCTURE AND DEMISING WALUINTERIOR PARTITION. �1WALL FRAMING DETAILr_4_s�CORNER FRAMING/BRACING DETAILr7 `�WINDOW HEADER DETAILrio'�INSULATED HEADERS a. APPLY SEALANT BAT ALL ETWEEN DRYWALL AN FRAMING. ALL FRAMING. TDM Consulting Engineering b. APPLY SEALANT BETWEEN DRYWALL AND FRAMING. 550 North County Road,Suite 1780 EEBA FIG. 11.4 EEBA FIG. 11.3/11.11 EEBA FIG. 11.5 "_ " EEBA FIG. 11.5 "_ " saint James, NY .5234 SCALE:1 -1-0 SCALE:1 -1 0 631.686.5234 7. DOUBLE SHAFT WALL AT EXTERIORICORRIDOR WALL TOP:REDUCE LEAKAGE BETWEEN UNCONDITIONED ATTIC/FLOOR STRUCTURE AND DEMISING WALUINTERIOR PARTITIONISHAFT 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 WALUINTERIOR PARTITION AT EXTERIORICORRIDOR WALL:REDUCE LEAKAGE BETWEEN NORTH INSULATION BAFFLE SHEATHING TAPE RIGID INSULATION EXTERIOR/CORRIDOR WALL 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 CONTINJOUS BEAD OF SUBFLOOR a. INSTALL DRYWALL BETWEEN INTERSECTING WALL FRAMING. C MAINTAINS 2" CLEARANCE GASKET WITH SHEATHING TAPE) PAST ROOF FRAMING ADHESI'✓E b. INSTALL SHEATHING BETWEEN INTERSECTING WALL FRAMING AT SHEAR WALLS UNDER ROOF SHEATHING LEDGER NAILED OVER TOP CONTINUOUS ENGINEERED WOOD 9. CORRIDOR WALUEXTERIOR DOOR:REDUCE LEAKAGE BETWEEN APARTMENT AND CORRIDOR FLASHING --�_� SEALANT OR ADHESIVE WALUOUTDOORS. RIGID INSULATION SEALANT ADHESIVE OF RIGID INSULATION RIM/BAND JOIST CLOSURE RIGID INSULATION CONTINUOUS PLATE TIES CONTINUOUS VAPOR OR GASKET SEALANT AT CORNER OF SEALANT a. APPLY SEALANT BETWEEN DOOR FRAME AND FRAMING. FLOOR TRUSS b. APPLY GASKETS/WEATHER STRIPPING AT DOOR SWEEP. Oo RIM JOIST TO CEILING BARRIER ADHESIVE BOTTOM PLATE & SETBACK ON ° RAFTERS INSULATION BAFFLE ELECTRI IRE SUBFLOOR OR GASKET TOP PLATE RIGID INSULATION RIM JOIST BAND JOIST SET 10. MILLWORK TRIM:REDUCE LEAKAGE BETWEEN WALL CAVITIES AND APARTMENT PROVIDES 2" MIN UNDER BOTTOM PLATE THICKNESS OF FILLER BACK ON TOP PLATE. a. APPLY SEALANT AT ALL EDGES BETWEEN MILLWORK TRIM AND DRYWALL. ROOF RAFTERS TERMINATE CLEARANCE UNDER ROOF SEALANT ADHESIVE OR ENGINEERED THICKNESS OF RIGID 11. PLUMBING PENETRATIONS:REDUCE LEAKAGE BETWEEN WALL CAVITIES AND APARTMENT. ° IN RIM JOIST TO INCREASE SHEATHING GASKET WOOD INSULATION FILLER. a. APPLY SEALANT AT ALL PLUMBING PENETRATIONS THROUGH DRYWALUSUBFLOOR. DEPTH OF ROOF RIM/BAND b. SEAL ALL PENETRATIONS BEFORE INSTALLING CABINETRY,ESCUTCHEONS AND FIXTURES. project INSULATION AT PERIMETER SEALANT, ADHESIVE OR LEDGER NAILED OVER TOP OIST CLOSURE SEALANT VINEYARD VIEW RIGID INSULATION GASKET OF RIGID INSULATION SEAL ELECTRICAL 12. ELECTRICAL BOXES:REDUCE LEAKAGE BETWEEN STRUCTURAL CAVITIES AND APARTMENT. INSULATION BAFFLE PROVIDES PENETRATIONS SEALANT ADHESIVE OR GASKET a. APPLY SEALANT TO SCREW HOLES AND UNUSED KNOCK-OUTS. 2" MIN CLEARANCE UNDER CONTINUOUS VAPOR SEALANT b. APPLY SEALANT BETWEEN ELECTRICAL BOX AND DRYWALL. D ROOF SHEATHING BARRIER RIGID INSULATION SEAMS c. APPLY SEALANT TO WIRE PENETRATIONS. D TAPED SEALED PRIOR TO CONTINUOUS VAPOR SEALANT THIS APPROACH MAY ELIMINATE THE NEED FOR ADDITIONAL d. OR INSTALL AIR-TIGHT COVER PLATES AND GASKETS. RIGID INSULATION NOTCHED / BATT INSULATION TO INTERIOR County Road 48 AROUND ROOF TRUSSES INSTALLATION OF ROOF FRAMING BARRIER RIGID INSULATION 13. DUCTWORK:REDUCE LEAKAGE BETWEEN CAVITIES AND APARTMENT. Greenport, NY 11944 TO ACT A S WIND SHIELD SEALANT, ADHESIVE OR a. APPLY SEALANVEXPANDING FOAM BETWEEN DUCT AND DRYWALL. seal FOR ROOF INSULATION GASKET ELECTRICAL WIRES PASSING TO EXTERIOR SHOULD BE ADDITIONAL BATT INSULATION CAN BE ADDED TO INTERIOR b. APPLY SEALANTIEXPANDING FOAM BETWEEN DIFFUSERSIREGISTERS RNDDRYWALL SEALED WITH FOAM SEALANT OR CAULKING 14. UTILITIES/ACCESS PANELS:REDUCE LEAKAGE BETWEEN STRUCTURAL CAVITIES AND APARTMENT. RIGID INSULATION ROOF FRAMING / �g rt a. APPLY SEALANTANEATHERSTRIPPING BETWEEN PERIMETER OF PANEL AND DRYWALL. QRE�'� J�' ROOF INSULATION THERMAL RESISTANCE ( DEPTH) AT b. APPLY SEALANTNVEATHERSTRIPPING ON PANEL DOOR. TRUSS HEEL (ROOF PERIMETER) SHOULD BE EQUAL OR -- y GREATER THAN THERMAL RESISTANCE OF EXTERIOR WALL 15. RECESSED COMPONENTS:REDUCE LEAKAGE BETWEEN WALL CAVITIES AND APARTMENT. * ► t` a. APPLY SEALANT BETWEEN RECESSED CABINET AND DRYWALL. ' b. APPLY SEALANT BETWEEN CRACKS AND SEAMS. oz f 412 -4 2 ROOF FRAMING DETAILS 5 SHED ROOF DETAIL 8 FLOOR TRUSS RIM CLOSUREr_11'N�SET-BACK RIM JOIST 16. PACKAGED HEATING/COOLINGEQUIPMENT(PTACs):REDUCELEAKAGEBETWEENAPARTMENTAND OFNE`�'1 WALL CAVITIES/OUTDOORS. EEBA FIG. 11.47 EEBA FIG. EEBA FIG. 11.21 „_ , " EEBA FIG. 11.22 „_ ,_ " a. APPLY SEALANT BETWEEN SLEEVE AND AND FRAMING. E SCALE: -1-0 SCALE:1 -1 0 b. APPLY SEALANT BETWEEN SLEEVE AND DRYWALL. E issued4 date - description 17. RECESSED LIGHTING:REDUCE LEAKAGE BETWEEN ATTIC/FLOOR CAVITIES AND APARTMENTS RIGID INSULATION a. APPLY SEALANT BETWEEN RECESSED LIGHT HOUSING AND DRYWALL. 1 03/15/19 Issued for Construction INSTALLED IN A b. USE INSULATED CONTACT AIR-TIGHT CANS. SHEATHING TAPE CONTINUOUS MANNER PAST DECK LEDGER ADHESIVE MEMBRANE STRIP (TOP FRAMING 18. DOOR LATCH HOLE:REDUCE LEAKAGE BETWEEN WALL CAVITIES AND APARTMENTS EDGE TAPED TO SHEATHING WITH CAVITY INSULATION a. APPLY SEALANVEXPANDING FOAM AT DOOR STRIKE. 1.6" 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 0 DECK/LEDGER FRAMING 0 KICKOUT ENDPIECE TAPED TO SHEATHING W/ 0 SHEATHING TAPE) HANGER F- STEP FLASHING, TYP. CONTINUOUS VAPOR - O USE SHIPLAPPED SHEATHING LEDGER ATTACH WITH BARRIER IF AVAILABLE,OTHERWISE ANCHOR BOLTS TO CLIPS MAY ALSO BE USED USE MASTIC OR ADHESIVE BLOCKING/FLOOR SHEATHING TAPE SEALANT STRUCTUR CONTINUOUS BEAD OF ADHESIVE MEMBRANE STRIP DRYWALL ADHESIVE ROOFING PAPER TURNEDtitle FLASHING REQUIRED HERE UP AT WALL TYPICAL ADHESIVE MEMBRANE CAP DRYWALL CLIPS TRUSS UPLIFT PATCH FRAMING & AIR DO NOT INSTALL CEILING DRYWALL ADHESIVE OR CEILING DRYWALL SCREWS/NAILS CLOSER THAN FROM TO INTERIOR PARTITION IN ORDER TO SEALING DETAILS FLOAT DRYWALL AT CORNERS CONTROL DRYWALL CRACKING FROM TRUSS UPLIFT. FLOATING CORNERS OF CEILING DRYWALL ALLOW TRUSS MOVEMENT SEAMS & CORNERS TAPED WITHOUT DRYWALL CRACKING NOTE THAT A CONTINUOUS BEAD OF TO PROVIDE DRAINAGE DRYWALL ADHESIVE IS REQUIRED ALONG BOTH SIDES OF TOP PLATES PLANE CONTINUITY FOR WALL, DRYWALL TO PROVIDE AIR BARRIER CONTINUITY. G MEMBRANE FOLDED G AROUND JOIST OVER + drawn by: --- HANGER checked by: --- (L --° scale: AS NOTED 3 DRYWALL CLIPS & SLOTTED ANCHOR 6 CEILING GWB/TRUSS UPLIFT DETAIL 9 STEP FLASHING DETAIL 12 DECK LEDGER FLASHING DETAIL project number: 10002 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"=V-0" scaled inch Q 0 sheet number U O Z BUILDING B a 0 m IH +2 + + + + + g1- 9 • N o SEAL DRYWALL TO FIRST SEAL AROUND ROUGH STUD IN THE WALL ` OPENINGS OF WINDOW ( " CEILING DRYWALL . ' FIGURE 16.7) EXTERIOR WALL CONTINUOUS SEALANT, AND DOORS SEE I DID ADHESIVE OR GASKET DRYWALL ADHESIVE ON CINTERIOR WALL ONTINUOUS SEALANT, BOTH SIDES OF FIRST ADHESIVE OR GASKET AT /-AROUND OPENINGS AT SEAL ALONG TOP PLATES INTERIOR STUD TOP PLATE EXTERIOR EXTERIOR ON EXTERIOR WALL ,� CLIPS INSTALLED BY • 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 ( MARYLAND DUE TO WOOD SHRINKAGE EXTERIOR WALL INSTALL THIS PANEL FIRST 1300 Walt Whitman Road, New York, 11747 A INTERIOR PARTITION HELD BACK FROM AGAINST CLIP SUPPORT /— LOAD BEARING WALL EXTERIOR WALL 1" TO ALLOW —IA p (631)300-1010 INSTALLATION OF EXTERIOR WALL owner/developer DRYWALL PAST INTERIOR PARTITION Conifer Realty INSTALL THIS PANEL I 1000 University Avenue Suite 500 AGAINST OTHER SIDE Rochester, NY 14607 585.324-0500 - SHEATHING CONTINUOUS SEALANT, ADHESIVE OR GASKET AT DRYWALL CONTINUOUS civil engineer PAST INTERSECTING CLIP ALTERNATE: BOTTOM PLATE EXTERIOR SEAL ALONG TOP INTERIOR PARTITION LKMA USE DRYWALL N LIEU40WOODPSUPPORTS 437 &405 PLATES ON EXTERIOR South Country Road SE G INSIDE OF BOTTOM OF WALL ST STUD IN INTERIOR WALL ( BOTTOMS OF WINDOWS & DOOR OPENINGS SHOULD BE THROUGH Brookhaven, NY 11719 PARTITIONS SEAL AT TOP SEE FIGURE 16.7; OR HOLD BACK WALL FLASHED 631.286.8668 PLATE WHERE ADJACENT FIRST STUD TO PASS DRYWALL 0 TO AN UNCONDITIONED BEHIND STUD (SEE FIGURE 16.8) DRYWALL ADHESIVE AT CEILING INSULATION m.e.p. &f.p. SPACE FIGURE 16.8 EXTERIOR RIGID INSULATION IS SEALED TO EXTERIOR OF WALL FRAMING AT ( ) BOTTOM & TOP OF STUD DRYWALL AD ESIVE AT BOTTOM PLATE & TOP TAPED JOINT M/E Engineering, P.E. TOP PLATES, BOTTOM PLATES AND AROUND OPENINGS. PLATE AIR SEAL (CAULKING, B 150 North Chestnut Street 0 HEADER IS NEEDED ABOVE WINDOW OPENING IF WALL IS LOAD BEARING ADHESIVE OR GASKET + Rochester, NY 14604 USE OF CLIP SU T FOR GYPSUM BOARD RES LTS IN USE CAUTION WHEN INSTALLING DRYWALL /T GASKETS OR ) SINGLE HEADER RATHER THAN DOUBLE HEADER PREFERRED, SIZED OVER POLYETHYLENE SO THAT GASKETS APE 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 OR structural engineer ADHESIVES. TDM Consulting o orthtc onEnRlad Engineering eg 13 INSULATED HEADERS 16 EXTERIOR AIR SEALING DETAIL 19 INTERIOR AIR SEALING DETAILr2i"* AIR SEALING DETAIL �25AIR SEALING DETAIL Saint James, NY 11780 631.686.5234 EEBA FIG. 16.3 EEBA FIG. 11.7 EEBA FIG. 16.6 EEBA FIG. 16.7 EEBA FIG. 16.8 CEILING DRYWALL TAPED TO WALL/DRYWALL TO SEAL THE WINDOW FRAME TO 6" MIN VERTICAL LAPS OPENING, APPLY CONTINUOUS SEAL TO key WALL SHEATHING THE BACKSIDE OF THE WINDOW FLANGE 6 NEAR THE OUTER EDGE OR APPLY TRUE 2 SILL FLASHING CONTINUOUS SEAL TO PERIMETER OF NORTH I OPENING AT A POINT TO ASSURE - CONTACT W/BACKSIDE OF MOUNTING + �; DRYWALL CAULKED,GLUED OR FLANGE. GASKETED TO TOP PLATE DRAINAGE PLANE BOTTOM PLATE CAULKED OR GASKETED '°`A INS TION IS COMPRESSED �TO SUBFLOOR ` Qo CREATI VOIDS WHEN INSET 16" HEAD FLASHING WITH 4 MIN HORIZONTAL LAPS ° STAPLING IS USED DRYWALL CAULKED OR GASKETED TO BOTTOM PLATE EX-END FLASHING HORIZONTALLY 16 DRIP EDGE INSTALLED INCHES TO PROJECT BEYOND OVER NAILING INSTALL DRAINAGE PLANE SUBFLOOR GLUED, CAULKED OR GASKETED VERTICAL JAMBS FLASHING APPLIED FLANGEOVER HEAD FLASHING & AA LA-ER OVER TOP OF NAIL-ON HEAD i TO RIM JOIST/RIM ENCLOSURE DRAINA E N 3R FLANGE OF WINDOW FRAME project COU DRYWALL CAULKED,GLUED OR GASKETED TO TOP PLATE SIL- 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 MIMMUM.RETURN VER B AND EDGELOF D� BOTTOM PLATE CAULKED OR GASKETED TO TOP PLATE " MINIMUM WIt DOW FLASHING BUT DO NOT DRD 12FASTEN THE LOWER 1-1/2" SO THE County Road 48 / ✓ AINAG DRYWALL CAULKED OR GASKETED TO BOTTOM PLATE DRAINAGE FASTEN T PLAN MAY BE SLIPPED UP COU PLAN FIRST SHIM & ADJU WINDOW TO ACHIEVE SLIP DRAINAGE PLANE 1ST Greenport, NY 11944 & JNDER THE FLASHING SQUARE PLUMB & LEVEL CONDITIONS. USE ,_SUBFLOOR GLUED, CAULKED OR GASKETED TO COURS COURSE UNDER JAMB seal INSTALL SILL FLASHING CORROSION RESISTANT FASTENERS WITHIN 10 FLASHING AT BOTTOM OF RIM JOIST/RIM ENCLOSURE INSTALL JAMB FLASHING INCHES , BUT NO CLOSER THAN 3 INCHES IN RED A WINDOW SILL �� C RIM JOIST/RIM ENCLOSURE CAULKED OR INSTALL WINDOW DIRECTION FROM EVERY CORNER SECURE ACE STAPLING IS RECOMMENDED GASKETED TO SILL PLATE INSTALL HEAD FLASHING ( IF NECESSARY) ME WINDOWS ARE MANUFACTURED WITH AN WINDOW AROUND FRAME OPENING WITH CO F WHERE FACED BATT INSULATION IS SILL PLATE INSTALLED INSTALL DRAINAGE PLANE SHINGLE FASHION FROM BOTTOM TO INTERNAL HEAD FLASHING ( SELF FLASHED) EQUIVALENT OF 6d FASTENERS AT 16" 0.C. DRAINAG N 1RST �co INSTALLED OVER SILL GASKET UNDERSIDE OF OPENING HOWEVER THESE SELF FLASHED WINDOWS CAN MINIMUM. SEAL PENETRATIONS INTO COU WINDOWS/DOORS WITHOUT FLANGES SEALED TO JAMB AND INSTALL REMAINDER OF DRAINAGE PLANE SHINGLE FASHION EXPERIENCE LEAKAGE AT UPPER CORNERS DUE WATERPROOFING TYPICAL NOTE: (TYPICAL) SILL FLASHING AROUND OPENING WITH SEALANT OVER SHADED COMPONENTS DESIGNATE AIR FLOW RETARDER FROM UNDERSIDE OF OPENING TO WALL OVER SIDE WINDOW TO LACK OF FLASHING EXTENSION BEYOND AFTER INSTALLATION, SEAL ALL BACKER ROD SYSTEM FLANGE WINDOW OPENINGS. THESE CORNERS TYPICALLY CORNERS OF MECHANICALLY JOINED WINDOWS/DOORS WITH FLANGES TYPICALLY INSTALLED IN BED NEED ADDITIONAL SEALING. FRAMES TO SEAL FRAME SEAM JOINTS q�, 242 yp AIRTIGHT DRYWALL APPROACH OF SEALANT BETWEEN FLANGES AND JAMB & SILL FLASHING OF 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 issued E EEBA FIG. 15.1 EEBA FIG. 2.4 EEBA FIG. 2.4 E date description + EEBA FIG. 3.3 EEBA FIG. 2.4 � 1 03/15/19 Issued for Construction FLUID-APPLIED WATERPROOFING SEALANT, ADHESIVE OR OVER CEMENT BOARD, COATING GASKET INTERIOR WALL ENTIRE SURFACE BLOCKING POSITIONED SO EXTENDING TO THAT TUB FLANGE JUST EXTERIOR WALL DRYWALL CAULKED, GLUED OR SEALED TO TOP PLATE CATCHES BOTTOM EDGE TILE APPLIED WITH EXTERIOR WALL F----EXTERIOR SHEATHING CAULKED, GLUED OR SEALED THINSET OVER FLUID _ THIN PROFILE STRUCTURAL CORNER BAD EDGE SUPPORT _� STUDS TO TOP PLATE APPLIED WATERPROOFING SHEATHING EXTENDS UP FOR THIN PROFILE STRUCTURAL CLADDING 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 CONTINUOUS BEAD OF� SEALED TO BOTTOM PLATE STRUCTURAL SHEATHING S A ANTTO ORR ADHESIVE SEALANT ADHESIVE OR GASKET SILICON SEALANT THIN P OFILE STRUCTURAL F (LEAVE WEEP OPENING SHEATHING S DRAFTSTOP BEHIND (SEAMS/ JOOINTS SEALED DDCKING AS AWITHOP F TO DRAIN VOID SPACE) TUB CONTINUOUS 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 xX, BULKHEAD AND ENDS AS DRAFTS 0 BEHIND TUB CONTINUOUS BEAD OF THIN PROFILE APPROPRIATE TAPED OR SEALED JOINTS IN EXTERIOR SHEATHING F SEALANT OR ADHESIVE STRUCTURAL GYPSUM BOARD JOINT TAPED OR SEALED JOINTS IN EXTERIOR SHEATHING C NNO BEAD OF FLAT BLOCKING SHEATHING AS SOFFIT & SOFFIT GYPSUM TAPED/SEALED PRIOR TO SOFFIT title SE LANTORR ADHESIVE DRAFTSTOP BOARD INSTALLED AFTER CONSTRUCTION EXTERIOR SHEATHING CAULKED, GLUED OR EA ANT, ADHESIVE OR BEHIND TUB PRIMARY GYPSUM BOARD TYPICAL ADHESIVE SEALANT, ADHESIVE OR SEALED TO BOTTOM PLATE � CONTINUOUS UP GASKET WALL INSTALLATION FRAMING & A I R EXTERIOR SHEATHING CAULKED, GLUED OR SEALANT0�X GASKET INTERIOR SOFFIT CONSTRUCTED AFTER GYPSUM / SEALED TO SILL PLATE SEALANT, ADHESIVE OR Z IL BOARD INSTALLED SEALING DETAILS GASKET THIN PROFILE SOFFIT FRAMED AFTER GYPSUM BOARD INSTALLATION TUB FRAMING SECTION STRUCTURAL SUBFCLOOR CONTINUOUS BEAD BOTTOM PLATE ORDER TO PROVIDE AIR FLOW RETARDER SILL PLATE INSTALLED OVER SILL SEALER FLAT BLOCKING ALLOWS CAVITY INSULATION TO BE SHEATHING OF SEALANT OR OF EXTERIOR CONTINUITY INSTALLED BEHIND TUB DRAFTSTOP ADHESIVE AT WALL �- NOTE: CEMENT BOARD TILE BACKING IS RECOMMENDED IN CONTINUOUS BEAD BOTTOM PLATE & SHADED COMPONENTS DESIGNATE AIR FLOW RETARDER PLACE OF GREEN BOARD OF SEALANT OR SIDES OF STUDS drawn by: SYSTEM CEMENT BOARD IS NOT WATERPROOF. IT MUST BE ADHESIVE CJRNER BEAD EDGE checked by: --- COATED WITH A FLUID APPLIED WATERPROOFING SUPPORT FOR THIN SEALANT, ADHESIVE PROFILE STRUCTURAL scale: SEALING & U _ OR GASKET SHEATHING 24 TUB FRAMING ELEVATION 27 INTERIOR SOFFIT DETAILS project number: 10002 15 LXT. AIR BARRIER @ EXT. SHEATHING �18TUB FRAMING SECTION21 TUB FRAMING PLAN EEBA FIG. 3.5 EEBA FIG. 11.30 Q EEBA FIG. 11.32 EEBA FIG. 11.37/11.38 scaled inch o EEBA FIG. 11.31 sheet number U O U BUILDING B z @ 4H A7 ,002 o N d' CD ROOF FLASHING BRICK VINYL, ALUMINUM, WOOD & SOLID BLOCKING AS STUCCO CLADDINGS ALL ARE DRAFTSTOP INHI=RENTLY PRONE TO RAINWATER LEAKAGE & SHOULD BE CONSIDERED POROUS aD INSULATION PILLOW 9CUT BATT WINDOWS & DOORS INSULATION SLIGHTLY OVERSIZED BEATTY HARVEY COCO 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 MARYLAND zi HOUSEWRAP INSTALLED CEILING PLYWOOD ACCESS INSULATION CAM WITH 1300 Walt Whitman Road, New York, 11747 A SHINGLE FASHION TO CREATE GYPSUM DOOR FACED WITH CELLULOSE INSULATION ONLY p: (631)300-1010 + RAINWATER DRAINAGE PLANE BOARD GWB ( TO INTERIO owner/developer FLASHING INSTALLED AT FACE) CONCRETE SLAB 1000 UniversityAvenue Red500 PENETRATIONS POLYETHYLENE VAPOR Rochester, NY 14607 DRAINAGE PLANE WRAPPED BARRIER 585.324-0500 AROUND PENETRATIONS & FOAM SEALANT AROUND GRANULAR DRAINAGE OPENINGS ALL PIPE PENETRATIONS GASKET/ WEATHERSTRIP PAD (COURSE THROUGH RIM CLOSURE ATTACHED -0 HATCH civil engineer RIM CLOSURE CASING/TRIM INSTALLED OVER GRAVEL, NO FINES) LKMA GYPSUM BOARD OVERLAP o PERFORATED DRAIN 437 &405 OPENING " TO PROVIDE LIP FOR PIPE ADDED TO "T" South Country Road PANEL TO SIT SEALANT AT IN ORDER TO Brookhaven, NY 11719 /FLASHING AT BASE OF EXTERIOR WALL ALL SLAB COUPLE SUBSLAB 631.286.8668 WALL TO DIRECT PENETRATIONS RAINWATER TO EXTERIOR INTERIOR WALL PRESSURE FIELD TO INTERSECTING WITH VENT STACK m.e.p. &f.p. EXTERIOR WALL SOIL GAS VENTILATION SYSTEM WE Engineering, P.E. GRANULAR DRAINAGE PAD DEPRESSURIZED U 150 North Chestnut Street THIS APPROACH MAY ELIMINATE THE NEED FOR ADDITIONAL BY ACTIVE FAN LOCATED IN ATTIC OR BY + Rochester, NY 14604 + BATT INSULATION TO INTERIOR INTERIOR SOFFIT FOOTPRINT AGAINST EXTERIOR WALL PASSIVE STACK ACTION OF WARM VENT 58, NY 15590 ALTERNATELY, INTERIOR SOFFIT CAN BE CONSTRUCTED STACK LOCATED INSIDE HEATED SPACE. AFTER GYPSUM BOARD INSTALLATION AVOID OFFSETS OR ELBOWS IN VENT STACK TO MAXIMIZE AIR FLOW structural engineer 31 RIM PENETRATION DETAILTDM Consulting Engineering 28 DRAINAGE PLANE 34 ATTIC ACCESS DETAILr_37`�INTERIOR SOFFIT DETAIL 4o RADON VENT DETAIL 550 NorthSaint)James, N Suite11780 . „_ , „ EEBA FIG. 13.1 saint James, NY 11780 SCALE.1 =1-0 EEBA FIG. 11.44 EEBA FIG. 11.40 EEBA FIG. 7.6631.686.5234 SCALE:1"=1'-0" FLUE PIPE SOLID BLOCKING AS DRAFTSTOP PLUMBING VENT OR (SEAMS/JOINTS SEALED WITH key JAMB FLASHING AT BOTH SIDES SEALANT APPLIED ELECTRICAL WIRES ADHESIVE OR SEALANT) } OF OPENING, EXTEND 13EYOND TO ALL JOINTS TRUE SILL FLASHING & ABOVE WHERE MASTIC OUTSIDE FRAME CAULK/SEAL/FOAM AROUND ALL PIPES OR NORTH HEAD FLASHING WILL INTERSECT. BLOCKING ELECTRICAL WIRES PENETRATING INTO ATTIC LAP JAMB FLASHING OVER TOP SPACES OR OTHER INSULATED CEILINGS OF SILL FLASHING LEAVING LARGER THAN PIPE TO CUT HOLES SUFFICIENTLY BOTTOM EDGE UNATTACHED. 1 " MINIMU ALLOW INSTALLATION OF O WALL SHEATHING - SEALANTco 41 - " MINI M SEALANT APPLIED TO TOP OF FRAME VENT PIPE MAY BE SEALANT, ADHESIVE OR SEALANT, ADHESIVE OR GASKET CEILING GYPSUM BOARD ELIMINATED WITH A GASKET SERVICE OPENING SEALED TO SEALANT, ADHESIVE OR VACUUM RELIEF VALVE IN DRAFTSTOP W/ GASKET (EPDM GASKET SOME JURISDICTIONS EXTERIOR WALL BOOT) OR EXPANDING FOAM ° C-AIR HANDLER AIR SEALING MASTIC project UTILITY CHASE FLUE PIPE VINEYARD VIEW • OSB OR PLYWOOD HIGH TEMPERATURE TWO HALVES OF FIRESTOP KEEP PLUMBING PIPES D 16" MINIMUM B-RIGID DUCT SEALING SEALANT NAILED IN PLACE OUT OF EXTERIOR WALLS MASTIC o ' I County Road 48 INTERIOR PLUMBING WALL Greenport, NY 11944 12" MINIMUM o ` - CAULK/SEAL/FOAM ALL PIPES PENETRATING seal FOLD JAMB FLASHING INTO VENTED CRAWL SPACES OR INTO GARAGES �cRED ASC AROUND SIDE OF ROUGH SEALANT DRAINA LAN 1RST OPENING AND OVER LOCATING PLUMBING PIPES CO UPTURNED SILL FLASHING WHERE CONNECTIONS ARE MADE TO TOILETS, PEDESTAL SINKS & /z CEILING GYPSUM BOARD EXPOSED PIPING, CHROME PLATED OR OTHER SURFACE FINISHED THIS APPROACI- MAY ELIMINATE THE NEED FOR ADDITIONALMATERIALS SHOULD BE CONSIDERED FOR AESTHETIC REASONS p BATT INSULATION TO INTERIOR A-FLEX-TAKE OFF FROM RIGID AIR SEALING ���_ SEALANT, ADHESIVE CR SEALANTS SHOULD BE FLEXIBLE, NON-HARDENING ' GASKET DOUBLE WALL FOR UTILITIE �- OR 1404?- OF 2OF NE`N� ri_9_� JAMB FLASHING DETAIL32 DUCT SEALING DETAIL35 FLUE DETAIL �38PLUMBING PIPE DETAIL41 CHASE DRAFTSTOPPING DETAIL EEBA FIG. 2.4 EEBA FIG. 12.12-.14 EEBA FIG. 11.36 _ + issued date description + SCALE:1 -1-)' EEBA FIG. 13.2 EEBA FIG. 11.41 1 03/15/19 Issued for Construction CAULK/SEAL/FOAM ALL ELECTRICAL WIRES PENETRATING INTO ATTIC SPACES OR OTHER AIR BARRIER SEALED TO INSULATED CEILINGS BUILT-IN SEAL AT WIRE FLANGE FOR SEALING TO / FLANGE ON AIRTIGHT ENTRANCE DRYWALL AIR BARRIER OUTER BOX GASKET BUIL- INTO BOX CAULK/SEAL/FOAM ALL SOLID BLOCKING AS \» RATED SEALANT AS PER DRYWALL ° ELECTRICAL WIRES PENETRATING DRAFTSTOP I ELECTRICAL CODE TOP & BOTTOM PLATE OF (SEAMS/JOINTS SEALED REQUIREMENTS NAILING FLANGE SPECIAL AIR SEALING BOX STANDARD ELECTRICAL BOX INSIDE EXTERIOR WALL WITH ADHESIVE OR SPECIAL AIRTIGHT BOX RUN WIRING ALONG SIDE OF SEALANT) 20 CONDUIT SEALED INSIDE & 4- 0 0 �— WHERE IT PENETRATES CONTAINING STANDARD BOXES STUD AT EXTERIOR WALL O SUPPORT SHEATHING POLYETHYLENE AIR CAULK/SEAL/FOAM ALL BARRIER ELECTRICAL WIRES PENETRATING SEALANT ADHESIVE OR SEALANT, ADHESIVE OR GASKET GASKET 0 RATED SEALANT AS PER CAULK AT ALL WIRE INTO EXTERIOR WALL ELECTRICAL CODE PENETRATIONS SEALANT OR ADHESIVE \� —SEALANT OR ADHESIVE 0 0 REQUIREMENTS RUN WIRING ALONG BOTTOM title 0 SEAL FACE TO DRYWALL W/ JOINT CONVENTIONAL METAL OR PLATE AT EXTERIOR WALL TYPICAL DROPPED CEILING �— DUCTWORK COMPOUND OR WITH CAULKED FOAM PLASTIC FRAMING SUPPORT SHEATHING COVERPLATE GASKET SPECIAL AIR SEALING o STANDARD PLASTIC INTERIOR WALL EXTERIOR WALL INSERT FRAMING & A I R 0 ELECTRICAL BOX �- � o CAULK/SEAL/FOAM ALL SEALING DETAILS SPECIAL AIR BARRIER TO ELECTRICAL WIRES U FLANGE ON INSERT PENETRATING INTO VENTED CRAWL SPACES WIRE SEALING ELECTRICAL WIRES • RUN LOW VOLTAGE WIRES IN PLASTIC CONDUIT TO ALLOW FOR WIRES SHOULD BE LOCATED ALONG PLATES OR AGAINST STUDS RATHER THAN CAULKAT ALL OPENINGS FUTURE UPGRADE OR SERVICE + drawn by: --- THROUGH THE CENTER OF INSULATED CAVITIES TO MINIMIZE INSULATION • SOME CODES REQUIRE WIRES TO BE HELD UP FROM BOTTOM COMPRESSION WHERE BATT INSULATION IS USED (FIGURE 15.2) PLATES 6" TO 8" TO PROTECT WIRES FROM FUTURE DRILLING OF checked by: --- HOLES THROUGH PLATES scale: AS NOTED J U 3o DROPPED CEILING DETAIL 33 ELECTRICAL PANEL DETAIL 36 ELECTRICAL BOX DETAIL 39 ALT. ELECTRICAL BOX DETAIL 42 ELECTRICAL WIRE SEALING project number: 10002 N EEBA FIG. 11.39 EEBA FIG. 14.1 EEBA FIG. 14.2 scaled inc Q EEBA FIG. 14.3 sheet number 0 U O z BUILDING B + + + + + �+ + +- - 9A7e03 O ®r) Ct BACK OF BATT SPLIT PROPERLY AROUND WI CAVITY INSULATION JOINT BETWEEN BOOT & SUBFLOOR SEALED W/ MASTIC OR FIBERGLASS _u MECH & MASTIC OR CAULK BEATTY HARVEY COCO FLOOR BOOT AIR SEALING ARCHITECTS , L L P MASTIC NEW YORK I MARYLAND OEALED civil engineer 0 Wait Whitman Road, New York, 11747 i A p: (631)300-1010 GAP FROM COMPRESSED owner/developer CAVITY INSULATION Conifer Realty 1000 University Avenue Suite 500 WIRE INSTALLED TOO HIGH Rochester, NY 14607 OR WRAPPED IN FRONT 585.324-0500 INT BETWEEN BOOT & SUBFLOOR AFTER INSULATION W/ MASTIC OR FIBERGLASS gsneerMECH & 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. B1__ �B M150 E Engineering, Chestnut St P.E. 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 Engineerinq� 550 North County Road,Suite 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 TRUE NORTH PLUMBING VENT RUBBER GASKET CUT HOLE IN GASKET STAPLES ULK OR SEALANT JUST SMALLER THAN PIPE TOO A ' 0 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'4 q 5 RE /Y C?N JP��f 021422 Q` OF NE��O 44 ROOF VENT PIPE FLASHING issue EEBA FIG. 13.3 p d date description �-- + escr 1 03/15/19 Issued for Construction GRILLE LOCATED HIGH IN WALL ON BEDROOM SIDE TO AVOID BLOCKAGE BY FURNITURE I 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: --- J scale: AS NOTED 45 TRANSFER GRILL DIAGRAM project number: 10002 Q EEBA FIG. 12.26 scaled inch 0 sheet number U O U BUILDING B Z a 6 O 1 i- +I + 4T- + + + a I� 8 ,, + N `cY M O 2'-6" 2'-6" 2'-0" 2'-0" DOOR SCHEDULE ; E) n / \ DOOR DOOR FRAME FIRE HARDWARE / / \ TYPE ROOM NAME WIDTH HEIGHT THICKNESS MATERIAL MATERIAL HEAD JAMB THRESHOLD RATING SET REMARKSLJ L1F Al ENTRY 3'-0" 6'-8" 1%" FIBERGLASS FIBERGLASS H3 J3 T3 NONE 511 *CLASSIC-CRAFT AMERICAN STYLE COLLECTIOND CCA1127-DDBF4 BY THERMA TRU OR EQUAL INTERIOR ENTRY 3'4" 6'-8" 133/" HC MOLDING WD H1 A T9 NONE 301 B E A T T Y HARVEY COC O DECK 6'4" 6'-8" 13/" VINYL VINYL H4 J4 T4 NONE 901 *SERIES SGD5570 IMPACT VINYL SLIDING GLASS DOOR A R C H I T E C T S , L L P BY PGT INDUSTRIES OR EQUAL NEW YORK I MARYLAND PATIO 6'-0" 6'-8" 1%" VINYL VINYL H9 J9 T11 NONE 901 *SERIES FD5555 IMPACT VINYL FRENCH BY PGT INDUSTRIES OR EQUAL*ANSI 2009 COMPLIANT SILL 1300 Walt Whitman Road, New York, 11747 toL\ U4 \ LLJ4 \ \ /M4 © UTILITIES 3'0" 6'8" 13/" INSUL.H.M. H.M. owner/developer LW@H3A J3A T3 NONE 734 p: (631)300-1010 UTILITIES (2)T-0" 6'-8" 1%" INSUL.H.M. H.M. H3A J3A T3 NONE 774 Conifer Realty \ OE BEDROOM 3'4" 6'-8" 13/8" HC MOLDING WD H1 A T6/T9 NONE 401 1000 University Avenue Suite 500 BATHROOM 3'-0" 6'-8" 13/" HC MOLDING WD H1 J1 T2 NONE 401 Rochester, NY 14607585.324-0500 \\ G1 BULK STORAGE 3'-0" 6'-8" 13/" HC MOLDING WD H1 A T9 NONE 301 + MECH.CLOSET 2'-6" 6'-8" 1%" HC MOLDING WD H1 J1 T9 NONE 701 civil engineer \ J1 COAT CLOSET 3'-0" 6'-8" 1%" HC MOLDING WD H1 A T9 NONE 301 LKMA 437 &405 3'-0" 2'-6" 5'-0" 2'-0 4'-0" 02 COAT CLOSET (2)2'-6" 6'-8" 1%" HC MOLDING WD H1 A T9 NONE 261 South Country Road Brookhaven, NY 11719 J3 COAT CLOSET 2'-6" 6-8" 13/8" HC MOLDING WD H1 A T9 NONE 301 631.286.8668 K1 CLOTHES CLOSET T-0" 6'-8" 1%" HC MOLDING WD H1 A T9 NONE 301 m.e.p. &f.p. CLOTHES CLOSET (2)2'-0" 6'-8" 1% Engineering," HC MOLDING WD H1 A T9 NONE 261 M/E En g A2 E \ F G1 J1 K1 H J3 J2 L K2 P.E. LINEN CLOSET 2'-0" 6'-8" 13/" HC MOLDING WD H1 A T9 NONE 301 150 North Chestnut Street Rochester, NY 14604 585.288.5590 2 INTERIOR DOOR TYPES DOOR NOTES. structural engineer CONTRACTOR TO PROVIDE ALL LABOR,MATERIALS, EQUIPMENT,AND SERVICES REQUIRED TO PERFORM WORK, TDM Consulting Engineering 550 North County Road,Suite E A8.00 SCALE: 1/2"= V-0" INCLUDING BUT NOT LIMITED TO THE FOLLOWING: Saint James, NY 11780 REFER TO THE FOLLOWING SPECIFICATIONS FOR ADDITIONAL INFORMATION: 631.686.5234 3'-7" 6'-7" 6'-7" T-7" 6'-7" -IMPACT VINYL SLIDING DOOR -IMPACT VINYL SWING DOOR HOLLOW METAL a a DOORSAND 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. DOORS(HOLLOW CORE WOOD&HOLLOW METAL) 1.ALL DOORS SHALL BE PROVIDED AND INSTALLED BY CONTRACTOR U.O.N. / ED � / °° / 2.THE CONTRACTOR SHALL PROVIDE PROTECTION FOR ANY AND ALL DOORS INSTALLED PRIOR TO \ \ / SUBSTANTIAL COMPLETION.PROTECT FROM ANY DAMAGE BY TRADESMEN OR OTHER WORK BEING q 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 DOORS WITHIN 30'OF GRADE SHALL MEET THE REQUIREMENTS OF THE LARGE MISSLE TEST OF ASTM E 1996. VINEYARD VIEW 3'-0" ''/z' /z 6'-0" '/z' /z 64" '/z' /z 3'-0" '/z /z6'-0" j' FRAMES(WOOD&H.M.) D '� II ALL DOOR FRAMES SHALL BE PROVIDED AND INSTALLED BY CONTRACTOR U.O.N. LD 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. Re0 ARC 5.ANY H.M.FRAMES THAT ARE ANCHORED WITH A PUNCH&DIMPLE SHALL BE FILLED PRIMED AND PAINTED �� .SORE r, 'S/) FLUSH TO FRAME SURFACE. 1 EXTERIOR DOOR TYPES 6.ALL INTERIOR APARTMENT DOOR FRAMES TO RECEIVE WOOD TRIM ON BOTH SIDES PRIMED AND PAINTED A&00 SCALE: 1/2"= 1'-0" r q 021422 T�OF NE��O E E issued date description -�_ 1 03/15/19 Issued for Construction -I- I F title DOOR SCHEDULE & TYPES +G + drawn by: --- checked by: --- CL scale: AS NOTED project number: 10002 u scaled inch Q o sheet number u O U BUILDING B m g " A8000 CD F N O 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 .032"20GA.ALUMINUM CONTINUOUS BREAK METAL DRIP 585.33224--050500 07 EDGE WITH KYNAR 500 ) FINISH,MINIMUM 4"UP SIDING. civil engineer LKMA I 437 &405 514 x 3Y"HARDIE TRIM BOARD , South Country Road Brookhaven, NY 11719 HOLLOW METAL DOOR 631.286.8668 HEADER WITH RIGID INSULATION PER SCHEDULE DROP SEAL -PEMKO 360 m.e.p. &f.p. VINYL IMPACT FRENCH DOOR HEADER ALUM.SADDLE M/E Engineering, P.E. THRESHOLD 150+ -PEMKO 1665 + Rochester, NY 14604 HEAD H-7 or Chestnut Street 2X4 WOOD STUD PARTITION C NCRETE � AT UNIT ORSERVICE 585.288.5590 d. •d° AREAS OR STAIRS structural engineer HEADER WITH RIGID INSULATION TDM Consulting Engineering PER SCHEDULE 550 North County Road,Suite E _ THRESHOLD T-10 Saint James, NY 11780 CONCRETE TO VRFNCT 631.686.5234 HOLLOW METAL DOOR DROP SEAL ❑ PEMKO 360 key ALUM.SADDLE .032"20GA.ALUMINUM CONTINUOUS THRESHOLD-PEMKO 1665 TRUE BREAK METAL DRIP NORTH EDGE WITH KYNAR 500 C i} FINISH,MINIMUM 4"UP SIDING. =I- 514 x 3YZ"HARDIE TRIM BOARD d VINYL PLANK OR VCT + VINYL IMPACT FRENCH DOOR HEADER JAMB J-7 THRESHOLD T-9 2X6 WOOD STUD PARTITION VRFNCT TO VRFNCT O 0 INSULATED LOW-E GLASS PER SPEC. VINYL IMPACT SCHLUTER EDGE ALUM.DOOR o FRENCH DOOR PROTECTION- TYPE SCHIENE 6"DEEP ANSI SLOPED VINYL PLANK AT AE1251/2'.OR THRESHOLD NOT TO project LIVING ROOMS APPROVED EQUAL EXCEED 112"(PEMKO 256 CONTINUOUS OR APPROVED EQUAL) VINEYARD VIEW CONCEALED FLASHING, TILEASPER MACHINE SCREW TYPICAL. SCHEDULE FASTENER AND (PATIO) THREADED ANCHOR INSERT �_GROUTALUM. GROUTALUM. THRESHOLD SOLID THRESHOLD SOLID � INSULATION AT _ INSULATION AT " 'I• j'` #''� '� T''?^'=THERMAL BREAK;SEE + County Road 48 THERMAL BREAK;SEE a :'j<•"^ r': �`i.�. Green port, NY 1 1944 WALL SECTIONS WALL SECTIONS seal THRESHOLD T-11 THRESHOLD T-8 RED Rc EXTERIOR-PATIO EXTERIOR-STOREFRONT RE V.I.F. SEE FV.I.F. FLOOR - SEE PLAN PLANS , 2x4 WOOD FRAMING 2x4 WOOD FRAMING -y 021422 pQ CONTINUOUS SOUND .032"20GA.ALUMINUM CONTINUOUSF ATTENUATION INSULATION BREAK METAL DRIP .032"20GA.ALUMINUM CONTINUOUS OF IF REQUIRED SEE EDGE WTI KYNAR 500 BREAK METAL DRIP PARTITION TYPE SEE PARTITION TYPE - 2x4 WOOD FRAMING (1 LAYER 518"GYPSUM FINISH,MINIMUM 4"UP SIDING. EDGE WITH KYNAR 500 CONTINUOUS SOUND (1)LAYER 518"TYPE'X' BOARD(60TH SIDES) FINISH,MINIMUM 4"UP SIDING. 2x6W00D FRAMING GYPSUM BOARD SEE STRUCTURAL ATTENUATION INSULATION IF R-20 BATT INSULATION REQUIRED SEE PARTITION r ISSUed date description E (BOTH SIDES) DRAWINGS FOR CONTINUOUS ALUMINUM CONCEALED TYPE SEE STRUCTURAL DOOR HEADER COUNTER FLASHING,TYPICAL. (1)LAYER 518"GYPSUM DRAWINGS FOR DOOR PRESSED HOLLOW (1)LAYER 5/8"GYPSUM HEADER METALDRYWALL FRAME - 514 x3Yz"HARDIE TRIM BOARD ! BOARD(BOTH SIDES) BOARD(BOTH SIDES) 1 03/15/19 Issued for Construction SCHEDULED 5/4 x 3Yz"HARDIE TRIM BOARD 514 x 3 "HARDIE TRIM BOARD :, SEE STRUCTURAL SHIM AS NECESSARY N N 032"20GA.ALUMINUM CONTINUOUS N SEE STRUCTURAL DRAWINGS FOR DOOR CONTINUOUS HEAD - DRAWINGS FOR DOOR HEADER STIFFENER �0 2 2 BREAK METAL DRIP HEADER WOOD DOOR FRAME- ALUMINUM DOOR �' EDGE WITH KYNAR 500 HEADER VIITH RIGID INSULATION 2 2 FRAME INTEGRAL WITH c� �� HEADER WITH RIGID INSULATIO PRESSED HOLLOW METAL I PRIMED AND PAINTED STOREFRONT SYSTEM FINISH,MINIMUM 4"UP SIDING. PER SCHEDULE HEAD H-5 PER SCHEDULE DRYWALL FRAME AS - CONTINUOUS HEAD HEADER WITH RIGID INSULATION SCHEDULED STIFFENER 01 LL ALUMINUM STOREFRONT 2X4 WOOD STUD PARTITION PER SCHEDULE STTIIFFE ERUS HEAD iv _ 4 , 2 SYSTEM AT TRANSOM VINYL SLIDING DOOR WITH INSULATED HEAD H-3A HEAD H-3 , HEAD H-6 (1)LAYER 518 (2)2X4 WOOD UD PARTITION ALUMINUM STOREFRONT BOARD(BOTHSIDES) HEAD H-4 2 66W5M_9M_WRTITION HEAD H-2 HEAD H-1 - SYSTEM AT WALL PRESSED 2_X6_W_MU TTIPARTITION ARLUMIN MTTEEDGGO�OgR� HOLLOW METAL 2b�$T06PARTITION ST REFRODT ST w Z w DRYWALL FRAME 2X4 WOOD STUD PARTITION N J AS SCHEDULED WOOD DOOR FRAME- qLUMINUM FRAME (4)JAMB - 5 L 2' y PRIMED AND PAINTS _ DOOR STOP > w ANCHORS PER FRAME(4) �1�ARD(BOTH SIDES)M (1)LAYER 5/8" 1 Z N JAMB ANCHORS PER FRAME R-20 BATT INSULATION GYPSUM BOARD LJ o Q I j CONTINUOUS SOUND R-20 BATT INSULATION s �w p - (BOTH SIDES) -N-J a ATTENUATION5/4 x 3Y"HARDIE TRIM BOARD N F > INSULATION IF REQUIRED R-20 BATT INSULATION - (2)2X6 SEE PARTITION TYPE I EggEp -f•- (1)LAYER 5/8"TYPE JAMB J-5 5/4 x 3Y"HARDIE TRIM BOARD BREAK 3A ALUMINUM CONTINUOUS 032"20GA.ALUMINUM CONTINUOUS LOW 2 W BREAK METAL DRIP - _ L LL TAL X GYPSUM BOARD AETAL DRIPEDGE WITH KYNAR AS SCHEDULEDE EDGE VMINVITH KYNAR UP FINISH, INIMUM 4"U°SIDING. JAMB J-3 A �RqS PEA (BOTH OCESSARY) UMINUM&GLASS N �CM R�JPER 2x4 WOOD FRAMING q` 2X4 WOOD STUD PARTITION FINISH,MINIMUM 4'UP SIDING. JAM B J-3A DOOR 514 x 3Y"HARDIE TRIM BOARD 0 ALUMINUM STOREFRONT DOOR JAMB AND 2X6 WOOD STUD E CONTINUOUS SOUN JAMB WIDTH VARIES R-20 BATT INSULATt N REQUIRED ATTENUATION EEIPARTI ION TYPE t11Ie JAMB J•6 JAMBATSIDELITE 1 15/16 1 1 , b" STOP BEYOND .032"20GA.ALUMINUMCONTIN000S JAMB J-4 ALUMINUM STOREFRONT BREAK METAL DRIP JA WIDTH` RIES DOOR JAMB AND SYSTEM JAMB AT WALL I DOOR;SEE DOOR EDGE WITH KYNAR 500 2X6'WOOD PARTITION W T V ��QTH VA RI 129/64" 9/64" STOP BEYOND SCHEDULE FINISH,MINIMUM 4"UP SIDING, 1 15/16 1 15/16" JAMB J-2 JAMB STUD DOOR VgRI 2X4 WOOD STUD PARTITION DETAILS V R DOOR;SEE DOOR CERAMIC OR --- 2X6 WOOD STUD PARTITION SCHEDULE ORCELAIN TILE;SEE 6"DEEP ANSI 6"DEEP ANSI CERAMIC OR HOLLOW METAL DOOR /"PLYWOOD SUBFLOOR INSULATED INSULATED Y4" SLOPED THRESHOLD SLOPED THRESHOLD FINISH SCHEDULE HM OR FIBERGLASS DOOR HM OR FIBERGLASS DOOR ORCELAIN TILE;SEE POWER COATED ALUMINUM NOT TO EXCEED i/2" NOT TO EXCEED 112" OR FINISH SCHEDULE DROP SEAL (PEMKOPROVE EQ (PEMROVED KO 271 EQ TOILET RM. CONT.RUBBER CARPET MARBLE SADDLE IN RAILING SYSTEM �; PEMKO 360 APPROVED EQUAL) APPROVED EQUAL) N MARBLE SADDLE IN ¢ ' SETTING BED CONTINUOUS ALUMINUM MACHINE SCREW MACHINE SCREW DOOR TRANSITION STRIP � SETTING BED FASTENERAND FASTENER AND DOOR U O ALUM.SADDLE CJ O CONCEALED FLASHING,TYPICAL. CONCRETE FINISH THREADED ANCHOR CONCRETE FINISH THREADED ANCHOR LU � ALIGN SADDLE WITH THRESHOLD-PEMKO 1665 LU O ALIGN SADDLE WITH 2x8 LEDGER BOARD INSERT INSERT , VINYL SHEET MATERIAL OR VCT MARBLE SADDLE LU w � AS PER SCHEDUL AS PER SCHEDUL CERAMIC OR � FACE OF DOOR FRAME 0 �- FACE OF DOOR FRAME PORCELAIN / VINYL SHEET MATERIAL Z Ci Z w FASTENED TO RIM JOIST. G :7:D: O CERAMIC OR C RPET VINYL PLANK OR VCT �D LVT OVER 118"THK FOAM I FLOOR TILE �� OR VCT UNIT CARPET i; C s �+'•••• 18"RIM JOIST -- ROUT ALUM. ROUT ALUM. OR PORCELAIN drawn by: AT UNIT OR SERVICE ,_ .•�;;:�;;rv,: •''. ,•,e�. THRESHOLD SOLID THRESHOLD SOLID --- I- 'f-----PORCELAIN TILE SEE „' E P14911"', FINISH SCHEDULE AREAS OR STAIRS M s °<::.-_: '.' —AND CORK UNDERLAYMENT; _ CONCRETE SLAB -SEE ^/.LF.-SEE PLA SEE FINISH SCHEDULE '•; *'< "• TRUCTURAL x' . • .: d -- 3••: INSULATION AT �:S•:.'• ,: INSULATION AT checked by: DRAWINGS CONCRETE SLAB-SEE F. q HERMAL BREAK;SEE HERMAL BREAK;SEE a MARBLE SADDLE•TILE/TILE STRUCTURAL 18"ENGINEERED WALL SECTIONS WALL SECTIONS DRAWINGS WOOD FLOOR TRUSS THRESHOLD T-4 THRESHOLD T-3 THRESHOLD T-3 THRESHOLD T-2 scale: AS NOTED THRESHOLD T•7 THRESHOLD T-6 THRESHOLD T-5 THRESHOLD T-1 TILE TILE CARPET TO VRFNCT MARBLESADDLE-TILE/LVTBALCONY EXTERIOR EXTERIOR MARBLE SADDLE CARPET TO VINYL project number: 10002 scaled inch Q sheet number 0 • _ � ' `' U O U 1 DOOR DETAILS BUILDING B z _° A8.00 SCALE: 1/2"= 1'-0" + + + + + + 2X6 WOOD STUDS WTH PAINTED POPLAR WOOD 2X6 WOOD STUDS WITH PAINTED POPLAR WOOD M o R-21 BATT INSULATIONR-21 BATT INSULATION SILL: COLOR AS SILL: COLOR AS SELECTED BY OWNERNTINUOUSVAPOR SELECTED BY OWNER. WINDOW SCHEDULE CONTINUOUS VAPOR . C0 BARRIER AND 5/"GYP.BD. BARRIER AND%"GYP.BD. NOMINAL WINDOW ACTUAL WINDOW ROUGH OPENING CLEAR OPENING VISIBLE GLASS TOTAL SIZE SIZE SIZE SIZE CLEAR PER OPENING VISIBLE + i 1 '. WINDOW OPENING GLASS o TYPE MANUFACTURER MODEL UNIT TYPE WIDTH HEIGHT WIDTH HEIGHT WIDTH HEIGHT WIDTH HEIGHT SQ.FT. WIDTH HEIGHT SQ.FT. REMARKS A BEATTY HARVEY C OA SILVERLINE V1 SERIES COASTAL WATCH SINGLE HUNG 2'-8" x 5'0" 313/8" x 591/4" 317/8" x 59 3/4" 271/16" x 2211116" 4.27 271116" x 2613/16" 10.08 OCO ARCHITECTS , L L P © SILVERLINE V1 SERIES COASTAL WATCH SINGLE-HUNG 3'-0" x 6'-0" 35 3/8" x 711/4" 35 7/8" x 713/4" 311116" x 271/2" 5.93 311/16" x 3213116" 14.16 EMERGENCY ESCAPE&RESCUE WINDOW NEW YORK MARYLAND DOUBLE 1300 Walt Whitman Road, New York, 11747 6S - - - - _ - ® e M [ _- SINGLE HUNG x x x x x -1A © SILVERLINE V1 SERIES COASTAL WATCH 2'-8" 5'-0" 31 318" 591/4" 68 314" 59 314" 271/16" 2211/16" 8 54 271/16" 2613/16" 2016 REFER T AIL --- - - - - - - - - - - - - - - -- --=___= owner/developer ® - SILVERLINE V1 SERIES COASTAL WATCH SINGLE-HUNG 2'-0" x 3'-0" 23 318" x 35114" 23 7/8" x 35 314" 191116" x 1115/16" 1.58 191/16"1 x 3.92 1000 University Avenue Suite 500 COMPATIBLE SEALANT CONTINUOUS AIR&WATER OE SILVERLINE V3 SERIES COASTAL WATCH CASEMENT 3'0" x 4'-5" 3515116" x 5213116" 36 7116" x 53 5116" 23 314" x 47 9116" 7.84 291116" x 4515/16" 9.27 EMERGENCY ESCAPE&RESCUE WINDOW Rochester, NY 14607 COMPATIBLE SEALANT COMPATIBLE SEALANT SELF-ADHERED ICE&WATER VINYL WINDOW RESISTIVE BARRIER VINYL WINDOW %"X 2%"FIBER CEMENT TRIM MEMBRANE AT ALL TRANSITIONS, 1 � SELF-ADHERED ICE&WATER DOUBLE EMERGENCY ESCAPE&RESCUE WINDOW 585.324- 0500 BATTENS OVER%6'PANELS 2'EXTERIOR GRADE F SILVERLINE V3 SERIES COASTAL WATCH 3'-0" x 4'-5" 3515116" x 5213/16" 783/8" x 53 5116" 23 314" x 47 9116" 15.68 291/16" x 4515/16" 18.54 COMPATIBLE SEALANT PLYWOOD SHEATHING MEMBRANE AT ALL TRANSITIONS, COMPATIBLE SEALANT O CASEMENT REFER TO DETAIL 6lA8.01. CONTINUOUS AIR&WATER 514 X 312"HARDIE TRIM BOARD 1 „ DOUBLE civil engineer RESISTIVE BARRIER %"EXTERIOR GRADE FIBER CEMENT LAP SIDING 5/4 X 32 HARDIE TRIM BOARD © SILVERLINE V1 SERIES COASTAL WATCH SINGLE-HUNG FO"0 x 6'-0" 35 3/8" x 711/4" 35 7/8' x 713/4" 311/16" x 271/2 11.86 31 1116 x 3213/16 28.32 EMERGENCY ESCAPE&RESCUE WINDOW LKMA PLYWOOD SHEATHING 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 r_8__ BOARD & BATTEN - WINDOW JAMB DETAIL 7 LAP SIDING - WINDOW JAMB DETAIL m.e-p. &f.p. M/E Engineering, P.E. A8.01 SCALE: 3"= 1'-0" A8. Street 01 SCALE: 3"= 1'-0" I R 150 North hest ut 14604 585.288.5590 2X6 WOOD STUDS structural engineer PAINTED POPLAR WOOD s ® s ® s TDM Consulting Engineering CONTINUOUS VAPOR SILL: COLORAS ¢ Q a 550 North County Road,Suite E SELECTED BY OWNER. BARRIER AND%"GYP.BD. M 3'-2Y8" 3'-6/M s „ 6' 4 1 „ Saint James, NY 117 631.686.5234 Al key o I TRUE J 0 i 0 NORTH 0 0 _ -- _ - c C \ � + ' COMPATIBLE SEALANT) VINYL WINDOW ;r, v O SELF-ADHERED ICE&WATER COMPATIBLE SEALANT `D - - MEMBRANE AT ALL TRANSITIONS, %"EXTERIOR GRADE 7&8/A8.01 7&8/A8.01 7&8/A8.01 6/A8.01 7&8/A8® 5/4 X 5%"HARDIE TRIM BOARD PLYWOOD SHEATHING 00 7&8/A8.01 7&S IA8.01 ° r6___ WINDOW JAMB DETAIL oa o A8.01 SCALE: 3"= 1'-0" %' 2'a/° �' �' 2'7%° 5%° 2'a/" %' O project 00 ill N ® 2AIY8" N VINEYARD VIEW r c6o IIITI����� N - a N County Road 48 CONTINUOUS DOUBLE a Greenport, NY 11944 2X6 TOP PLATE. M 2'-6Y8" a 3'61%6" a 78" seal co CONTINUOUS DOUBLE 2X6 TOP PLATE, M AIR SEAL ALL PERIMETERS AIR SEAL ALL PERIMETERS - \ �� p�C E WITH FLEXIBLE ACOUSTICAL CONTINUOUS AIR&WATER WITH FLEXIBLE ACOUSTICAL -- -- SEALANT,TYPICAL,WITH RESISTIVE BARRIER SEALANT,TYPICAL,WITH JOINT TAPE. JOINT TAPE. CONTINUOUS AIR&WATERFT] Y"EXTERIOR GRADE RESISTIVE BARRIER ., . PLYWOOD SHEATHING ` �"EXTERIOR GRADE � M _ 3/"X 2%"FIBER CEMENT TRIM PLYWOOD SHEATHING 7881A8.01 `" 7&81A8.01 _ _ _ CONTINUOUS VAPOR 5 CONTINUOUS VAPOR 021422 yp BATTENS OVER/6 PANELS V BARRIER AND 5/"GYP.BD. BARRIER AND 52"GYP.BD. FIBER CEMENT LAP SIDING F OF NE`N -v SELF-ADHERED ICE&WATER I SELF-ADHERED ICE&WATER 7&8/A8.01 SIM. 7&8 A8.01 SIM. 7&8 IA8.01 SIM. I 7&8 A8.01 SIM. MEMBRANE AT ALL TRANSITIONS, MEMBRANE AT ALL TRANSITIONS, j' 1'-11%" %' ® issued date description HEADER WITH RIGID HEADER WITH RIGID 6 INSULATION PER SCHEDULE 032"20ga.ALUM.DRIP EDGE INSULATION PER SCHEDULE 032"20ga.ALUM.DRIP EDGE o WITH KYNAR 500 FINISH WITH KYNAR 500 FINISH a _ 1 03/15/19 Issued for Construction 1 N + �' 2'-111%6" 2' 211 15/6" 52" 2'-111Y16" 1 1 514 X 3 z"HARDIE TRIM BOARD 5/4 X 3%"HARDIE TRIM BOARD o00 C6 0 ' 2 Q O N E N 0 SELF-ADHERED ICE&WATER SELF-ADHERED ICE&WATER MEMBRANE AT ALL TRANSITIONS, _ MEMBRANE AT ALL TRANSITIONS, EXTEND UP WALL 4"MIN. F F EXTEND UP WALL 4"MIN, COMPATIBLE SEALANT COMPATIBLE SEALANT VINYL WINDOW VINYL WINDOW Q r5_' BOARD & BATTEN - WINDOW HEAD DETAIL 3 LAP SIDING - WINDOW HEAD DETAIL 6A"4" +F '� _ " AJ01SCALE: 3"= 1'-0" A8.01 SCALE: 3 - 1 -0 VINYL WINDOW VINYL WINDOW title SELF-ADHERED FLASHING.(TYP. PAINTED POPLAR WOOD SELF-ADHERED FLASHING.(TYP. PAINTED POPLAR WOOC @ ALL WINDOW/DOOR SILLS). @ ALL WINDOW(DOOR SILLS). SILL: COLOR AS SILL: COLOR AS WINDOW SELECTED BY OWNER. SELECTED BY OWNER. or _ COMPATIBLE SEALANT p� COMPATIBLE SEALANT S REDUCE DRIP 032"20ga,ALUM.DRIP EDGE .032" WITH KYNAR 500 FINISH WITH2R KYN L5 0 FINISH EDGE & DETAIL - � ji i COMPATIBLE SEALANT 514 X 3�"HARDIE TRIM BOARD COMPATIBLE SEALANT-/ 514 X 32 HARDIE TRIM BOARD SELF-ADHERED ICE&WATER 7&8IA8.01 61 A8.01 SELF ADHERED ICE&WATER MEMBRANE AT ALL TRANSITIONS, G 2X6 WOOD STUDS WITH MEMBRANE AT ALL TRANSITIONS, 2X6 WOOD STUDS WITH 7&8/A8.01 -� --- 2X6 BATT INSULATION f R-21 BATT INSULATION �_'- COMPATIBLE SEALANT drawn by: COMPATIBLE SEALANT I FIBER CEMENT LAP SIDING ® checked by: --- CONTINUOUS VAPOR CONTINUOUS VAPOR 1 „ CONTINUOUS AIR&WATER _ scale: AS NOTED CL BARRIER AND%"GYP.BD. /z EXTERIOR GRADE BARRIER AND 5/"GYP.BD. RESISTIVE BARRIER y' 2'-11%" J PLYWOOD SHEATHING "X 2%"FIBER CEMENT TRIM %"EXTERIOR GRADE a % BATTENS OVER%6'PANELS PLYWOOD SHEATHING © project number: 10002 CONTINUOUS AIR&WATER N scaled inch sheet number RESISTIVE BARRIER 0 0 O BUILDING B 4 BOARD & BATTEN - WINDOW SILL DETAIL 2 LAP SIDING - WINDOW SILL DETAIL 1 RESIDENTIAL BUILDING WINDOW TYPES A8.01 SCALE: 3"= 1'-0" A8.01 SCALE: 3" = 1'-0" A8.01 SCALE: 1/2" -F- �+- +- -9► A89 D +- �- + + 5 0 2 3 4 5 E 7 8 9 N -�- -F -� -F- -E- M 5' CD a' 10'-23/4.. 14 TREADS 8 8 LANDING I IIIIIIIIIIII 4- 2- -IIIIIIIIIIIIIII ---- �i T HALF HEIGHT WALL H PAINTED WOOD CAP ----------- ------------------ _ ® - =jTT Ag o 4'-6" BEATTY HARVEY f` - or_ tC.h. COhC esO ON ARCHITECTSLL-P NEW YORK I MARYLAND 00 1300 Walt Whitman Road, New York, u 11747 7QP: (631)300-1010 owner/developer Conifer Realty HALF HEIGHT WALL WITH 1000 University Avenue Suite 500 Rochester, NY 14607PAINTED WOOD CAP -------- _ r 18'-104" 585.324-0500 1 Y2"x 1'Ys'PAINTED POPLAR HAND RAIL 1Y"x11%6'PAINTED POPLAR STAIR C2 SECOND FLOOR PLAN MOUNTED TO WALL,SEE SPECS civil engineer2 HAND RAIL MOUNTED TO LKMA OPPOSITE WALL BEYOND, A9.00 SCALE: 1/2"- 1 -0I 437 &405 SEE SPECS South Country Road Brookhaven, NY 11719 631.286.8668 6'-4%" 6'-8%4" HALF HEIGHT WALL WITH m.e.p. &f.p. PAINTED WOOD CAP ME Engineering, P.E.t. ---------- ----- Rochester, NY 14604 585.288.5590 HALF HEIGHT WALL WITH PAINTED WOOD CAP structural engineer TDM Consulting Engineering / 550 North County Road,Suite E UP Saint James, NY 11780 631.686.5234 3 A9.00 1%"x 1 %s'PAINTED POPLAR 3 /A9.00 /"GYP.BD.AT UN E SIDE HAND RAIL MOUNTED TO WALL,OF STRINGERS IN LOSESEE SPECS omakey CONT.WOOD 2x12 SOLID WOOD STRINGERS WITH TRUE SOLID WOOD TREAD AND 15'4y2" NORTH RISERS(TYPICAL) STAIR C2 FIRST FLOOR PLAN 7 SCALE: 1/2"= 1 -0"7 7 A 1 Y2"x 1 Ys'PAINTED POPLAR HAND RAIL MOUNTED TO WALL,SEE SPECS 2'-0 201" --- --- - - - -—-—-—-—-—-—-—-—-—- - -—-—-—- - --- -—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-- Ut�,Il- _—�� - -_ T0v 1 0 —"1 11♦ 11 —'I ' �I IIIIIIIIII/��I,,III IIIIIIIIIIIIIIiII IIIIIIIIII1II1i1iiiIIIII r'CJI%IIiit1IIIIII1III1III1IiII r 1IIIIIII1IIIIIIIIIIIiIIIIIII r tiIIIIIIIIIIIII1IIiIIII r IIIIIIIII1II Q° � � M i , --�—, ---3 STAIR C2 — SECTION --— -- t+ project e ct A9.00 SCALE: 1/2" = 1 -0" VINEYARD J�PV EDIE- co A,G W DN County Road 48 t---- ----- I TA fl---1-11 — r r r_!___Jt--- I I_/Z Greenport, NY 11944 I I 1 ' jA%0 .00 L _ L J seal j 4'-4" 11'-9" 4'-0" LLANDING 14 TREADS STAIR B4 — SECOND FLOOR PLAN � �021422 SCALE: 1/2"= 1 -0" 1 Y"x 1 T16"PAINTED POPLAR HAND RAIL of NE MOUNTED TO WALL,SEE SPECS 16-6" issued date description -------------------------------- 1 03/15/19 Issued for QdConstrAl uction --------------------------- - ------ --- -------- ----- I 1%"x 1 1Y16"PAINTED POPLAR HAND RAIL MOUNTED TO to WALL,SEE SPECS o0UP co 6 /A9.00 6 1A9.00 4- LANDING 4 STAIR B4 FIRST FLOOR PLAN SCALE: 1/2" = 1'-011 AVoo title am Noma STAIR PLANS, z FASTEN TO WOOD z CLEAR BLOCKING IN WALL SECTIONS A 1%"x 1'Y,6"PAINTED POPLAR9zo co HAND RAIL,SEE SPECS l & DETAILS CONT.WOOD 2x12SOLID WOOD STRINGERS WITH SOLID WOOD TREAD w AND WOOD TREAD AND RISER(TYPICAL) FASTEN TO WOOD ooRISERS(TYPICAL) BLOCKING a drawn by: --- checked by: --- C-' —, __,_,�. .'�, —,— �Y•„ —, —„T T �i\ ��j/� �lit;l;�• _ �: ° BRACKET,SEE SPECS-MIN.6" scale: AS NOTED V; FROM END OF RAIL (MAX.5'-0"O.C.) PLANCONT.WOOD 2x12 project number: 10002 NOMINAL SOLID WOOD ESCUTCHEON WITH SET SCREW STRINGER(TYPICAL) scaled inchuQ SECTION FACE OF WALL sheet number 44,O K6 STAIR B4 — SECTION BUILDING B 1= A9.00 SCALE: 1/4" = 1'-0" 7 DETAIL — TREAD AND RISER 8 RESIDENTIAL RAILING m A9.00 SCALE: 1-1/2" = 1'-0" A9.V SCALE: 311 = 1'-0" A9 O � I 31 + f 000 M BATHROOM ACCESSORY LEGEND PLUMBING FIXTURE LEGENDCD N TAG DESCRIPTION TAG DESCRIPTION OTOILET PAPER DISPENSER 10 TOILET a 2O SHOWER CURTAIN ROD 2❑ ACCESSIBLE TOILET ' O30"FRAMED VANITY MIRROR (UNLESS NOTED AS 36"WIDE MIRROR) 0 WALL MOUNTED ACCESSIBLE TOILET ORECESSED MEDICINE CABINET ® COUNTERTOP WITH BUILT IN LAVATORY B E A TT Y HARVEY COC O O 24"TOWEL BAR5 WALL MOUNT ACCESSIBLE LAVATORY El ARCHITECTS , L L P NEW YORK MARYLAND O 1,V4"DIA.GRAB BAR © 25"STAINLESS STEEL KITCHEN SINK 1300 Walt Whitman Road, New York, 11747 p: (631)300-1010 7O FIXED ANGLE TILT MIRROR 7❑ SINGLE HANDLE LAVATORY FAUCET owner/developer O PIPE GUARDS ® SINGLE HANDLE/TUB FILL SHOWER HEAD Conifer Realty 1000 University Avenue Suite 500 10 SOAP DISPENSER 9� KITCHEN FAUCET Rochester, NY 14607 585.324-0500 <11> PAPER TOWEL DISPENSER&WASTE RECEPTACLE 10 SERVICE SINK FAUCET <12> COAT HOOK El I civil engineer ACCESSIBLE ROLL-IN SHOWER ENCLOSURE LKMA NOTES: 12 TUB&SHOWER ENCLOSURE 437 &405 1. REFER TO SPECIFICATION 102800 RESIDENTIAL ACCESSORIES BATHROOM. South Country Road 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. PORCELAIN TILE NOTES: I B 150 North Chestnut Street 1. CEMENT BOARD OR EQUIVALENT MOISTURE-RESISTANT BACKING MATERIAL 16 FLUSHOMETER Rochester,NY 14604 SHALL BE INSTALLED ON ALL WALLS BEHIND TUB&SHOWER ENCLOSURES 585.288.5590 COMPOSED OF TILE OR PANEL ASSEMBLIES WITH SEALED JOINTS. 17 POSI-TEMP VALVE PAPER-FACED BACKER BOARDS SHALL NOT BE USED. structural engineer Fe BLE VANITY NOTES: NOTES: 1. REFER TO SPECIFICATION 224000 PLUMBING FIXTURES. TDM Consulting Engineering ROUND FLOOR APARTMENTS VANITY BASE CABINETS 2. ALLOW INSPECTION OF ALL PLUMBING FIXTURES. 550 North County Road,Suite E E REMOVABLE PER A117.1-2009 SECTION 1003.11.2.2. 3. PROVIDE APPROVED SUBMITTAL TO THE OWNER AND INFORM THEM Saint James, NY 11780 ION a,b&c. IMMEDIATELY AFTER INSTALLATION. 631.686.5234 CABINETRY SHALL BE REMOVED WITHOUT REMOVAL REPLACEMENT OF THE LAVATORY. FLOOR FINISH SHALL EXTEND UNDER THE CABINET. NOTE: WALLS BEHIND AND SURROUNDING THE CABINET ALL GROUND FLOOR APARTMENT BATHROOMS SHALL LL BE FINISHED. MEET THE CRITERIA OF A"TYPE A A117.1-2009"BATHROOM. key N � I 5'1%" 5'-5y" PLAN CI L-------------------------- ----J I r� O 12 - - ❑ 6"x24"SOLID BLOCKING I N FOR FUTURE INSTALLATI N OF GRAB BARS I TRUE777 o / 3 i project 4 VINEYARD VIEW g I I ' I I I Ir � � 8 I �� ' `\ 8 •� I i i 7 \hAl3 i----'---o `n I I in i 00 5 \`\ I 5 lb A10.00 8 i C O I 5 TWO(2)6"x30"SOLID I �____ 1 -__ __J I D D 4'-0" 5 IL '� 7 BLOCKING FOR FUTURE o i 4 -�- / / MIN. ,' // 4 N INSTALLATION OF GRAB BARS I County Road 48 4'-0"MIN. 5 I , 1 ' - Greenport, NY 11944 2'-6" 4 \ 0 —LJ� 4 MIN. I 7 L- _-- ___,- seal I M MUMMA, \ < o 12 \ " 10" I C� O neo ! \ i� 3 RHO-* o co ` o \\\ co 12 J g ; CI fV N N = L---------------- J N \ \ 1 7„ 6"x48"SOLID BLOCKING FOR FUTURE 6"x48"SOLID BLOCKING FOR FUTURE 6"x30"SOLID BLOCKING FOR FUTURE 2'-11/" 2'-6" T-0- G INSTALLATION OF GRAB BARS INSTALLATION OF GRAB BARS INSTALLATION OF GRAB BARS10-4%^ 4 ' Q E issued date description 10 BATHROOM-313 ELEVATION 10 9 BATHROOM-313 ELEVATION 9 r8 BATHROOM-313 ELEVATION 8 7 BATHROOM-313 ELEVATION 7 6 BATHROOM-313 FLOOR PLAN 1 03/15/19 Issued for Construction 2 07/01/2019 Project Bulletin #4 A10.00 SCALE: 1/2" = 1'-0" A10.00 SCALE: 1/2" = 1'-0" A10.00 SCALE: 1/2" = 1'-0" A10.00 SCALE: 112" = 1'-0" Al 0.00 SCALE: 1/2"= 1'-0" B'4)/4 T-0` T-9- 1'-6%" I II I 5 6"x24"SOLID BLOCKING 2 C Q ; , 7 FOR FUTURE INSTALLATION title OF GRAB BARS 4 - -- _ BATHROOM 36"WIDE MIRROR ` ' 5 A10.00 3 LTJ ' PLANS L------------- „ 3 5 , i I co r------- -- J YJ 5 VANITY BASE o BE 4 ELEVATIONS 1 3 \ TWO(2)6"x30"SOLID BLOCKING 5 7 REMOVABLE ER NOTES FOR FUTURE INSTALLATION ` i ON 10-SERIES DWGS. & DETAILS N 7 OF GRAB BARS \ MIN' S L 4 ------ -- ------ ------- 2._6,. \\ 2'-9" 4'-0"MIN.St 5 ' MIN. r----- � I -- -- �/ �EffM��� drawn by: --- 8 ' o MMM ME 2'] o N ; 8 checked by: --- 12 N ; - r 12 `r - ,' `\ 12 scale: AS NOTED o g o � � o � o I `\ 1 L J 12 project number: 10002 7" N / / scaled inch Q �' 1 o sheet number U U 6'1 SOLID BLOCKING FOR FUTURE 6"x48"SOLID BLOCKING FOR FUTURE 6"x48"SOLID BLOCKING FOR FUTURE 1'7 4' 1'7%" 5'1�" Q INSTALLATION OF GRAB BARS INSTALLATION OF GRAB BARS INSTALLATION OF GRAB BARS BUILDING B- 5 BATHROOM-1 B ELEVATION 5 4 BATHROOM-1 B ELEVATION 4 3 BATHROOM—A ELEVATION 3 2 BATHROOM-1,5 ELS VATION 2 4 1 BATHROOM-1 B FLOOR PLAN a A10.00 SCALE: 1/2" = 1'-0" A10.00 SCALE: 1/2" = 1'-0" A10.00 SCALE: 1/2" = 1'-0" A10.00 SCALE: 112"= 1'-0" A10.00 SCALE: 1/2" = 1'-0" a� 10000 8 9 M BATHROOM ACCESSORY LEGEND PLUMBING FIXTURE LEGEND TAG DESCRIPTION TAG DESCRIPTION ®r") O TOILET PAPER DISPENSER El TOILET ` k OSHOWER CURTAIN ROD 20 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 TT Y HARVEY COC O A R C H I T E C T S , L L P 5 24"TOWEL BAR 5❑ WALL MOUNT ACCESSIBLE LAVATORY NEW YORK I MARYLAND A) O 1%"DIA.GRAB BAR © 25"STAINLESS STEEL KITCHEN SINK 1300 Walt Whitman Road, New York, 11747 IA p:(631)300-1010 O FIXED ANGLE TILT MIRROR 7l SINGLE HANDLE LAVATORY FAUCET owner/developer OPIPE GUARDS ® SINGLE HANDLE/TUB FILL SHOWER HEAD 1000 UniversitCo einee ReaSuite50 10 SOAP DISPENSER9❑ KITCHEN FAUCET Rochester,NY 14607 585.324-0500 <6> PAPER TOWEL DISPENSER&WASTE RECEPTACLE 10 SERVICE SINK FAUCET <9> COAT HOOK 11 civil engineer ACCESSIBLE ROLL-IN SHOWER ENCLOSURE LKMA NOTES: 12 437 &405 TUB&SHOWER ENCLOSURE South Country Road 1. REFER TO SPECIFICATION 102800 RESIDENTIAL ACCESSORIES BATHROOM. Brookhaven, NY 1 1719 2. PROVIDE BLOCKING AT ALL ACCESSORY LOCATIONS. 13 ELONGATED TOILET SEAT en, NY 11719 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: B 150 North Chestnut Street 1. CEMENT BOARD OR EQUIVALENT MOISTURE-RESISTANT BACKING MATERIAL 16 FLUSHOMETER Rochester,NY 14604 SHALL BE INSTALLED ON ALL WALLS BEHIND TUB&SHOWER ENCLOSURES 585.288.5590 COMPOSED OF TILE OR PANEL ASSEMBLIES WITH SEALED JOINTS. 17 POSI-TEMP VALVE PAPER-FACED BACKER BOARDS SHALL NOT BE USED. structural engineer REMOVABLE VANITY NOTES: NOTES: AT ALL GROUND FLOOR APARTMENTS VANITY BASE CABINETS 1. REFER TO SPECIFICATION 224000 PLUMBING FIXTURES. TDM Consulting Engineering SHALL BE REMOVABLE PER A117.1-2009 SECTION 1003.11.2.2. 2. ALLOW INSPECTION OF ALL PLUMBING FIXTURES. 550 North County Rood,Suite E EXCEPTION a,b&c. 3. PROVIDE APPROVED SUBMITTAL TO THE OWNER AND INFORM THEM Saint James, NY 1 1780 A. THE CABINETRY SHALL BE REMOVED WITHOUT REMOVAL IMMEDIATELY AFTER INSTALLATION. 631.686.5234 OR REPLACEMENT OF THE LAVATORY. LB. THE FLOOR FINISH SHALL EXTEND UNDER THE CABINET. NOTE: C. THE WALLS BEHIND AND SURROUNDING THE CABINET ALL GROUND FLOOR APARTMENT BATHROOMS SHALL SHALL BE FINISHED. MEET THE CRITERIA OF A"TYPE A A117.1-2009"BATHROOM. 5'-3%" 5'-3y2° key L--------------------------- ----J N+ PLAN ®- c 11 M f`7 1 O Ln O NN ----------� o 6"x24"SOLID BLOCKING FOR I r1 -.---� TRUE INSTALLATION OF GRAB BARS I r 5 I I project N I 5 10 A10.01 8 I 4 VINEYARD VIEW T-4" III ,fi 4 2 I --- - I O I Lt, 4 \ 4 6 i�--------- -+-- ----- ii � a x 3 27"max. `, 1 I I 16"max. 4 D County Road 48 " ,� i MIN! 5 `° ' 7 ; r® 5 2, 4 ' Greenport, NY 11944 rl 2-9 H H6 ; 5 4'-0"MIN. 5 seal 2'6" i 5 MIN. - \ _ 6 T U ZD 1 - { 6 4'16„ m I I J 2'10 4.. I C �� n _ - _ :ice o MN. o ---------------- `.o 9 co 2 M C', FF 7" �, 11 1 \\ I \\ r-) F) - 6"x48"SOLID BLOCKING FOR 6"x30"SOLID BLOCKING FOR 6"x48"SOLID BLOCKING FOR 6"x54"SOLID BLOCKING FOR 1'-6 e" 2'-11" 2'-7" 3'-0.. i E+- INSTALLATION OF GRAB BARS INSTALLATION OF GRAB BARS INSTALLATION OF GRAB BAS 10'-434" issued date description INSTALLATION OF GRAB BARS ,� p 1 03/15/19 Issued for Construction �10BATHROOM-3A1 ELEVATION 5K'9_'\� BATHROOM-3A ELEVATION 4r_8"� BATHROOM-3A ELEVATION 3 7 BATHROOM-3A ELEVATION 2 6 BATHROOM-3A-FLOOR PLAN D Q 2 07/015/19 Project Bulletin u A10.01 SCALE: 112" = 1'-0" A10.01 SCALE: 112" = 1'-0" A10.01 SCALE: 112" = 1'-0" A10.01 SCALE: 1/2"= 1'-0" A10.01 SCALE: 1/2"= 1'-0" "TYPE"A" BATHROOM PER ICC A117.1-2009 5'-1%" 2'-0" iL --------------- I I I I 12 I I I I= B 'a I(r' Irn I IN I I I I I I 6"x24"SOLID BLOCKING FOR FUTURE INSTALLATI N 2 OF GRAB BARS I I 2 II I title I I 4 5 A10.01 II3 BATHROOM 3 PLANS IL---- co 5 " 4 11 I I 5 3 I II ---------+- II I <5>—\\� ' ----------------- 4 ' ELEVATIONS 7 1'-3" �' �'� TWO(2)6"x30"SOLID BLOCKING ' 4'-0" 5 � � � 4 ,% ,�'' 7 FOR FUTURE INSTALLATION � 1 I I & DETAILS MIN. 4 OF GRAB BARS 4 Z'9" 4'-0"MIN. 5 I �' 2'-6" 7 MIN.Z (l/ �7 7011101�0 drawn by: --- /� 8IL 0M,MOM 3 i checked by --- _J 101. Zr N 1 0 "' "' o \\ 4 0 12 \ 0 8 scale: AS NOTED CN mT7 N N T \�� NT 7" N N 12 project number: 10002 Q T-0" 76" o - \ scaled inch o 7--%4" sheet number U 6"x48"SOLID BLOCKING FOR FUTURE 6"x48"SOLID BLOCKING FOR FUTURE 6"x30"SOLID BLOCKING FOR FUTURE INSTALLATION OF GRAB BARS INSTALLATION OF GRAB BARS INSTALLATION OF GRAB BARS BUILDING� B 5 BATHROOM-D ELEVATION 5 4 BATHROOM-D ELEVATION 4 3 BATHROOM-D ELEVATION 3 2 BATH ROOM-Q-ELEVATION 2 C 1 BATHROOM-D FLOOR PLAN SCALE: 1/2"= 11-011 A10.01 SCALE: 1/2"= 1'-0" A-10.01 SCALE: 1/2" = V-011 A10.01 SCALE: 112"= 1'-0" A10.01 SCALE: 1/2" = 1'-0" (BATHROOM AT DUPLEX APARTMENT) m o + + + + + + + + �. 49 0001 8 gf- N d' ' O LING FINISH SCHEDULE 1.1 CEMENTTBOARD 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 DESCRIPTION FLOORING NOTES: MATERIAL: GLAZED CERAMIC TILE 1. FLOORING CONTRACTOR SHALL FURNISH AND INSTALL ALL LEVELING,PATCHING AND SURFACE PREP REQUIRED ANSI BATHROOMS TO PROVIDE NEW FLOORING INSTALLATIONS COMPLETE. STYLE: HEATHLAND 2.CONTRACTOR TO MATCH ARCHITECTS SAMPLE FOR ALL FINISHES. T-1 WITH ROLL IN DALTILE 3. SEE SPECIFICATIONS FOR PERFORMANCE REQUIREMENTS AND TYPES OF PRODUCTS FOR ALL FINISHES. SHOWERS COLOR: RAFIA HL02 4. CONTRACTOR SHALL FINISH COMPLETE ALL AREAS UNDER DOORS,AT THRESHOLDS,AROUND ANY FLOOR B E A T T Y HARVEY COC O SIZES: 12"X12"FLOOR TILE APPURTENANCES BY OTHERS TO PROVIDE A SMOOTH TRANSITION AND ELIMINATE ALL TRIPPING HAZARDS. A R C H I T E C T S , L L P 09 6513 -RESILIENT BASE AND ACCESSORIES 5. CONTRACTOR SHALL PERFORM A BOND TEST IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS PRIOR NEW YORK I MARYLAND TO INSTALLATION OF NEW FLOORING. 1300 Wait Whitman Road, New York, 11747 A TAG �4PPLICATION 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. 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 585.324-0500 09 6516 -RESILIENT SHEET FLOORING TAG APPLICATION MANUFACTURER DESCRIPTION civil engineer LKMA STANDARD MATERIAL: VINYL SHEET FLOORING 437 &405 BATHROOMS, STYLE: STATAMAX VESSA TRAVERTINE South Country Road VRF-1 MECH.CLOSETS,AND ARMSTRONG BULK STORAGE COLOR: MALTED EMBLEM X4795 Brookhaven, NY 11719 631.286.8668 ROOMS I TYPE: NA 09 6519 -RESILIENT TILE FLOORING m.e.p. &f.p. TAG APPLICATION MANUFACTURER DESCRIPTION M Engineering, P.E. g 150 North Chestnut Street FIRST FLOOR MATERIAL: VINYL PLANK FLOORING Rochester, NY 14604 VPF-1 BEDROOMS, FLOORFOLIO STYLE: TIMBER 90 KITCHENS,AND COLOR: 636-672 5 55 LIVING ROOMS TYPE: 8MIL WEAR LAYER structural engineer 09 68 00 -CARPETING TDM 5Consulting r County Riad Suite TAG APPLICATION MANUFACTURER DESCRIPTION Saint James, NY 11780 MATERIAL: NYLON(CARPET BASE) 631.686.5234 CB-1 SECOND FLOOR MOHAWK GROUP STYLE: LIVING QUARTERS BEDROOMS COLOR: SUMATRA BLEND 852 TYPE: BROADLOOM key 09 6816 -SHEET CARPETING S TRUE TAG APPLICATION MANUFACTURER DESCRIPTION I I NORTH C MATERIAL: NYLON CPT-1 SECOND MOHAWK GROUP STYLE: LIVING QUARTERS BEDROOMS COLOR: SUMATRA BLEND 852 � O TYPE: BROADLOOM MATERIAL: NYLON 01 CPT-2 STAIRS J&J INVISION STYLE: BOULEVARD OO O COLOR: PENNY LANE 1520 TYPE: ENCORE BCF 09 9123-INTERIOR PAINTING TAG APPLICATION MANUFACTURER DESCRIPTION --------__---_________ project ---------------------------------------- MATERIAL: 4.LINE OF ROD 12" 1A.LINE OF SHELF 20 VINEYARD VIEW PT-1 WALLS SHERWIN-WILLIAMS COLOR: NATURAL CHOICE SW7011 SUPPORT 2A.LINE OF BRACKET __ _ co -------------------------------------- FINISH: FLAT MAXIMUM SPAN FOR ROD& - - Z SHELF. PROVIDE ADDITIONAL � a G TYPE: LATEX SUPPORT BRACKETS o o -�- MATERIAL: o MAXIMUM SPAN FOR ROD& w w D 2.LINE OF BRACKET w w u- - County Road 48 _ _ LU SUPPORT BRACKETS Greenport, NY 11944 DOORS,DOOR COLOR: EXTRA WHITE 7006 w u SHELF. PROVIDE ADDITIONAL ------_______ _ __ �+ PT-2 FRAMES AND STAIR SHERWIN-WILLIAMS ------------ �-----------�----- STRINGERS FINISH: SEMI-GLOSS 3.LINE OF ROD ---"---- PROVIDE BLOCKING PROVIDE BLOCKING p TYPE: LATEX AT ALL SHELF AT ALL SHELF seal MATERIAL: __ __ SUPPORTS - _ __ SUPPORTS �RF_D ARC PT 3 BATHROOMS, SHERWIN-WILLIAMS COLOR: NATURAL CHOICE SW7011 CLOSET COMPONENTS �5 E �pRyjT KITCHENS,AND TRIMFINISH: SEMI-GLOSS 1.SHELF(BEDROOM&COAT) 2'-0"[24°] 2'-0"[24°] • MANUF:CLOSETMAID o TYPE: LATEX • MODEL:SUPERSLIDE SHELF # 12"DEEP WIDTH MATERIAL: x COLOR: NATURAL CHOICESW7011 • (FIELD VERIFY FULL CLOSET WIDTH) A CLOSET PLAN DETAIL © LINEN CLOSET PLAN DETAIL cA .. • VINYL COATED WIRE VENTILATED SHELVING CLP-1 CEILINGS SHERWIN-WILLIAMS FINISH: FLAT • COLOR:WHITE � of NE`N y TYPE: LATEX 1A.SHELF(LINEN)• MANUF:CLOSETMAID 09 97 23 -CONCRETE AND MASONRY COATINGS • MODEL:CLOSE MESH SHELF• 20"DEEP x WIDTH LE TAG APPLICATION MANUFACTURER DESCRIPTION • (FIELD VERIFY FULL CLOSET WIDTH) issued date description TT • VINYL COATED WIRE VENTILATED SHELVING + MATERIAL: CONCRETE SEALER • COLOR:WHITE 1 03/15/19 Issued for Construction CS-11 TELCO AND WATER PPG PAINTS COLOR: PREMA-CRETE PLEX-SEAL CLEAR SEALER M SERVICE ROOMS 2.BRACKET FINISH: MATTE • MANUF:CLOSETMAID TYPE: • 12"DEEP00 ! f^ • (FIELD VERIFY FULL CLOSET WIDTH) FINISH TAG KEY • VINYL COATED WIRE VENTILATED SHELVING q 1.SHELF • COLOR:WHITE i� • NOTE:PROVIDE BRACKET SUPPORTS AS i 12" 1-8 ' "[20"] CEILING REQUIRED TO MAINTAIN A 36"MAXIMUM 1A.SHELF WALL UN-SUPPORTED LENGTH FOR SHELF SPAN AND 2.BRACKET AT EACH END OF SHELF BASE 2A.BRACKET i 1.SHELF -_ FLOOR • MANUF:CLOSETMAID "' , I • 20.5"DEEP i 12" ! I 1A.SHELF o STORAGE ACCESSORIES (FIELD VERIFY FULL CLOSET WIDTH) 4.ROD j 2A.BRACKET • VINYL COATED WIRE VENTILATED SHELVING • COLOR:WHITE 2.BRACKET SUPPORT i ^ ❑ FULLY ACCESSIBLE BEDROOM&COAT CLOSET WITH WIRE MESH SHELVING,SUPPORT BRACKETS AND • NOTE:PROVIDE BRACKET SUPPORTS AS I Al RODS,SEE DETAIL 1/A11.00 REQUIRED TO MAINTAIN A 36"MAXIMUM ! j i 1A.SHELF o UN-SUPPORTED LENGTH FOR SHELF SPAN AND i 'L 3.CLOSET ROD ¢ !1 2A.BRACKET AT EACH END OF SHELF i � i ❑ TYPICAL BEDROOM&COAT CLOSET WITH WIRE MESH SHELVING,SUPPORT BRACKETS AND RODS,SEE i 4.ROD s a i DETAIL 11A11.00 SUPPORT 3.CLOSET ROD cn ! N o • MANUF:CLOSETMAID 3.CLOSET ROD I U_ 1A.SHELF u 9 • MODEL;SUPERSLIDE x 3FT;4FT;6FT;8FT i q TYPICAL BEDROOM&COAT CLOSET WITH WIRE MESH SHELVING,SUPPORT BRACKETS AND RODS,SEE FY LENGTH) ! Cro M 2A.BRACKET title 61 •(FIELD DIA.TIUBULAR STEEL i j ! ! M ! DETAIL 11A11.00 • EPDXY COATED STEEL i i i [--------------------------------- MILLWORK _____ ___-____-__--__-__-_MILLWORK AND TRIM • COLOR:WHITE 00 O %"POPLAR WINDOW STOOL W/3/"x 3%"POPLAR APRON. 4.ROD SUPPORT i i ! " ; !i 2A.BRACKET FINISH SCHEDULE PAINTED FINISH COLOR:DOVER WHITE • MANUF:CLOSETMAID i v • MODEL:SUPERSLIDE J-BRACKET CLOSET ROD ! Q WINDOWTREATMEI�TS SUPPORT CSC! N CLOSET DETAILS 11 �i (FIELD VERIFY LENGTH) ! 1 HORIZONTAL LOUVER BLINDS @ WINDOW AS SPECIFIED IN PROJECT MANUAL,SECTION 122113. RESIN • COLOR:WHITE • NOTE:PROVIDE ROD SUPPORTS AS REQUIRED TO MAINTAIN A 36"MAXIMUM UN-SUPPORTED LENGTH ACCESSIBLE APT. CLOSET SECTION DETAIL + VERTICAL LOUVER BLINDS @ PATIO DOOR AS SPECIFIED IN PROJECT MANUAL,SECTION 122116. FOR ROD SPAN AND AT EACH END OF SHELF AND �� Al AZ TYPICAL APT. CLOSET SECTION DETAIL B1 APT. LINEN CLOSET SECTION DETAIL -G drawn by: --- HANG ROD checked by: --- GENERAL FINISH NOTES: 1.ALL INTERIOR WALL AND CEILING FINISHES TO COMPLY WITH SECTION 803 OF THE NYS BUILDING CODE. ALL scale: AS NOTED J INTERIOR WALL AND CEILING FINISHES SHALL BE CLASS C RATING. 2.ADD ALTERNATE BEDROOM CARPET SHAW"GO FOR IT"#702 IN PLACE OF MOHAWK GROUP LIVING QUARTERS 1 APARTMENT CLOSET DETAILS project number: 10002 "SUMATRA BLEND"852. t 3.ADD ALTERNATE CEILING PAINT"BRIGHT WHITE"SW7011 IN PLACE OF"NATURAL TAN"SW7567. �� - scaled inch Q 4.ADD ALTERNATE RESILIENT SHEET FLOORING"MUSTY MAJESTIC"X810 IN PLACE OF"MALTED EMBLEM"X4795. 11.00 SCALE: 3/4V-0 0 sheet number 0 TYPICAL APARTMENT NOTES: 0 U 1.ALL EXPOSED ELECTRICAL PANEL COVERS SHALL BE PAINTED TO MATCH THE ADJACENT WALL SURFACE. 2.ALL ELECTRICAL WALL SWITCHES AND OUTLETS SHALL BE DECORA STYLE FURNISHED IN WHITE WITH WHITE BUILDING B a POLYESTER TRIMS. = 3.ALL HVAC DIFFUSERS AND RETURNS SHALL BE WHITE. @ H 4H A ] 1 000m r-- 8+— N FINISH LEGEND TAG DESCRIPTION t; ' :. 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 PT-1 PAINT-NATURAL CHOICE SW7011 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. R 150 North Chestnut Street Rochester, NY 14604 585.288.5590 structural engineer TDM Consulting Engineering MECHANICAL BULK MECHANICAL BULK TELCO&WATER BULK MECHANICAL BULK MECHANICAL 550 North County Road,Suite E BATHROOM BEDROOM CLOSET STORAGE BEDROOM CLOSET STORAGE BEDROOM BATHROOM SERVICE ROOM BATHROOM BEDROOM STORAGE CLOSET BEDROOM STORAGE CLOSET BEDROOM BATHROOM Saint James, NY 11780 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 631.686.5234 PT-3 PT-1 PT-3 PT-1 PT-1 PT-3 PT-1 PT-1 PT-3 PT-3 PT-3 PT-1 PT-1 PT-3 PT-1 PT-1 PT-3 PT-1 PT-3 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 T-1 VPF-1 VRF-1 VRF-1 VPF-1 VRF-1 VRF-1 VPF-1 VRF-1 CS-1 VRF-1 VPF-1 VRF-1 VRF-1 VPF-1 VRF-1 VRF-1 VPF-1 VRF-1 key T klc)l TRUE NORTH BEDROOM BEDROOM p — - CLP-1 d°° s - s. I - ! 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FINISH PLAN CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP CLP-1 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-3 PT-1 PT-1 PT-1 PTA PT-1 PT-3 PT-3 PT-1 PT-1 PT-1 PT-1 PT--1 PT-1 PT-3 PT-1 PT-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 __RB-I RB-1 RB-1 RB-1 checked by: --- QNmcUz° CPT2 VPF-1 VPF-1 VPF-1 VPF-1 VPF-1 CPT-2 VPF-1 1 VPF-1 VPF-1 VPF-1 VPF-1 CPT-2 VPF-1 VPF-1 VPF-1 VPF-1 VPF-1 CPT-2 STAIRS COAT CLOSET KITCHEN LIVING ROOM COAT STAIR LANDING ENTRY STAIRS COAT CLOSET LIVING ROOM KITCHEN KITCHEN LIVING ROOM COAT CLOSET ENTRY STAIRS STAIR LANDING COAT LIVING ROOM KITCHEN COAT CLOSET STAIRS scale: A S NOTED CLOSET CLOSET project number: 10002 scaled inch o sheet number UOU BUILDING B FIRST FLOOR FINISH PLAN PT J ® rxrxxx xxrx A11.01 SCALE: 3/16"= 1'-0" CID a + a F{ 0 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 ARC H I T E C T S , LLP CPT-2 NYLON CARPET-PENNY LANE 1520 NEW YORK I MARYLAND 1300 Walt Whitman Road, New York, 11747 PT-1 PAINT-NATURAL CHOICE SW7011 (FLAT) i q p: (631)300-1010 PT-2 PAINT-EXTRA WHITE 7006 �- owner/developer PT-3 PAINT-NATURAL CHOICE SW7011 (SEMI-GLOSS) Conifer Realty 1000 University Avenue Suite 500 CLP-1 PAINT-NATURAL CHOICE SW7011 Rochester, NY 14607 CS-1 CONCRETE SEALER-PERMA-CRETE PLEX-SEAL CLEAR SEALER 585.324-0500 civil engineer LKMA 437 &405 South Country Road Brookhaven, NY 11719 631.286.8668 m.e.p. &f.p. M/E Engineering, P.E. B I B 150 North Chestnut Street Rochester, NY 14604 585.288.5590 structural engineer TDM Consulting Engineering MECHANICAL BULK MECHANICAL BULK BULK MECHANICAL BULK MECHANICAL 550 North County Road,Suite E BATHROOM BEDROOM CLOSET STORAGE BEDROOM CLOSET STORAGE BEDROOM BATHROOM BATHROOM BEDROOM STORAGE CLOSET BEDROOM STORAGE CLOSET BEDROOM BATHROOM Saint James, NY 11780 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 631.686.5234 PT-3 PT-1 PT-3 PT-1 PT-1 PT-3 PT-1 PT-1 PT-3 PT-3 PT-1 PT-1 PT-3 PT-1 PT-1 PT-3 PT-1 PT-3 RB-1 CB-1 RB-1 RB-1 CB-1 RB-1 RB-1 CB-1 RB-1 RBA CB-1 RB-1 RB-1 CB-1 RB-1 RB-1 CB-1 RB-1 VRF-1 CPT-1 VRF-1 VRF-1 CPT-1 VRF-1 VRF-1 CPT-1 VRF-1 VRF-1 CPT-1 VRF-1 VRF-1 CPT-1 VRF-1 VRF-1 CPT-1 VRF-1 key TRUE NORTH , /,r/, r -/, /• /i,r��//r/,/, /,r/. /,r/r /rr/•, , rrr. \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \\ C r // Jrr '' /, '/• ., // /, /, // / // // r/ ' rr /, / r/,r% / r, // //, / r •//'r/ // rr // .\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \\ \\ \ \ \\, \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ ' r/ rr / r/ f r/ // r/ r/ ' // 'r r/ // /' r/ r / //i'/ r/ r r/ /%''/ /, /� // r/ .// ` // ''r rr / r /, r, /, r \\ \\ \\ \\ \\ \ \\ \\ \\ \\ \ \\ \\ \\ \\ \\ \\ /,! r/,r/,�'f r/,r, ,rrr/•,'/,r/,r/,r/:�/,ri,f'//r,r/, , �/,/%,;/,r/•/,r /:r//,rrr/,//, /,r/.//,r //rrr r/, r/�Y rrr r,' /,r/ r/,r/,rrr \\ ,1\ \\\\IN\ \IN V\ \\ \\"I\ \\ \\ \\ \IN\\ \ IN \\ \\ \\ \\ \\ \ V IN \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ v ❑ ''�,r/,'r/ r,'r'%/�/� /,r/, /,r/•/,r//•/r'•rr/, ,,r/,r/,r/ /,,//f,1,J /r /, /rr/r r, /,//r /, /, r ',f rr r/�'/r '/r r/,r r/;�r f'/,r/r r/r�/, \ \\ \\ \\ \\ IN , \\ \\ \ `\\ \\ \\ \\` \\ \\ \\ \\ IN \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ V /, /; 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iL ri ri ( I 1 \\'�\\ j \ \ \ \\ \ \\\\\\\\ \\\\\\\ PT-1 VPF 11 /fr1r1/ / _ �____� \ ,,IN -� RB 1 1 03/15/19 Issued for Construction VPF-1 COATCLOSET r, / '/ 1 \ \ \ \ / COAT \ \ \\'1ti CLOSET (­_ W T_ \�\ \ j � rr'fr r/`fry` i-, J , •, i ' � - �,��ti;� ` \\ \\ \\ \\ ! IN i UNIT NUMBER UNIT NUMBER / r '_'frl fry!/i UNIT NUMBER UNIT NUMBER \ \\i\\ ' UNIT NUMBER UNIT NUMBER 201 &301 207&307 ; / i, /f r ri ! 'fr`ri j 208&308 209&309 \\ \` \` \\ \ - 1 / \ \ \ \ \'� \'\\\\\ 210&310 206&306 UNIT TYPE UNIT TYPE r / ,',`/ -- UNIT TYPE UNIT TYPE \` \\ \` \\ - UNIT TYPE UNIT TYPE C2 B4 1'1'r r:' A2 A2 ! \\\�\\L\t B4 I C2 x x x? xxxxx 5.... ... 5 5 K x x,%x •xxxx r i 5 5 5 5 5 5 5 5 5 5 5 F - _I nxx xx xxxxx 'L / _' \ ` \ 55555 55 455 I_ �i 7 11xxx xxxxx rL r r, 1 r L \ S\ 55555 554 - It I ff rr '/ rf r \\ \\ \ \\ \ xxx xxxxxx 5,555555 55 xxx xxxxxx+ xxxxxxxxxxx 55555555455 --- xx xxxxxxxx - — 555555555 5 xx x xxxxxx / � 555554 5555 x xx 'xxxxx 54555 55, x xx xxxxxY 55555 555 x xx xxxxxx _ 555555 555 xxx xxxxxx 555555 5555 45555 5554 title SECOND FLOOR FINISH PLAN CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 CLP-1 G -- PT-3 PT-1 PT-1 PT-1 PT-1 PT-1 PT-3 PT-3 PT-1 PT-1 PT-1 PT-1 PT-1 PT-3 drawn by: RB-1 RB-1 RB-1 - RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 - RB 1 RB-1 RB 1 checked by: --- KITCHEN VPF-1 VRF-1 CPT-2 VRF-1 VPF-1 VPF-1 VPF-1 VPF-1 VRF-1 CPT-2 VRF-1 VPF-1 VPF-1 KITCHEN LIVING ROOM BULK ENTRY STAIRS BULK LIVING ROOM KITCHEN KITCHEN LIVING ROOM BULK ENTRY STAIRS BULK LIVING ROOM KITCHEN scale: AS NOTED STORAGE STORAGE STORAGE STORAGE N project number: 10002 U scaled inch Q 0 sheet number U O U BUILDING B 1 SECOND FLOOR FINISH PLAN \A1 1.02SCALE: 3/16" = 1'-0" m O + 11 + 31— 4T- 71 9 H O -Q"__" KITCHEN COUNTER TOP&SHELVING SUMMARY KITChtIv HPPLIANCE LEGEND PLUMBING FIXTURE LEGEND COUNTER TOP SHELVING TAG DESCRIPTION TAG DESCRIPTION (LINEAL FT.MIN.) (LINEAL FT.MIN.) " KITCHEN 1 ELECTRIC RANGE 1 TOILET O UNIT TYPE BEDS REQUIRED PROVIDED REQUIRED PROVIDED ❑ 201 C 3 B.R. 7.0' 14.2' 40' 54.3' O ACCESSIBLE ELECTRIC RANGE ❑ ACCESSIBLE TOILET ; I 202 B-ANSI 2 B.R. 6.0' 10.0' 35' 46.5' O DISHWASHER a WALL MOUNTED ACCESSIBLE TOILET 203 A 1 B.R. 5.0' 15.8' 30' 62.6' O ACCESSIBLE DISHWASHER ® COUNTERTOP WITH BUILT IN LAVATORY B E ATT Y HARVEY COC O 204 A 1B.R. 5.0' 15.8' 30' 62.6' Q REFRIGERATOR 0 WALL MOUNT ACCESSIBLE LAVATORY ARCHITECTS , L L P NEW YORK I MARYLAND 205 B 2 B.R. 6.0' 10.0' 35' 46.5' © ACCESSIBLE REFRIGERATOR © 25"STAINLESS STEEL KITCHEN SINK 1 300 Walt Whitman Road, New York, 11747 p: (631)300-1010 206 C 3 B.R. 7.0' 14.2' 40' 54.3' O RANGE HOOD 7❑ SINGLE HANDLE LAVATORY FAUCET owner/developer 301 C 3 B.R. 7.0' 14.2' 40' 54.3' ® SINGLE HANDLE/TUB FILL SHOWER HEAD Conifer Realty 1000 University Avenue Suite 500 302 B-ANSI 2 B.R. 6.0' 10.0' 35' 46.5' NOTES: 9❑ KITCHEN FAUCET Rochester, NY 14607 1, PROVIDE FILLERS&SCRIBES AS REQUIRED FOR COMPLETE CABINET 585.324-0500 303 A 1 B.R. 5.0' 15.8' 30' 62.6' INSTALLATION. 10 SERVICE SINK FAUCET 2. FINISH EXPOSED CABINET END TO MATCH CABINET FRONTS. civil engineer 304 A 1 B.R. 5.0' 15.8' 30' 62.6' 3. PROVIDE POWER TO ALL APPLIANCES. 11 ACCESSIBLE ROLL-IN SHOWER ENCLOSURE 4. PROVIDE"D"PULLS AT ALL CABINETRY IN ANSI UNITS. LKMA 305 B 2 B.R. 6.0' 15.8' 35' 46.5' 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 306 C 3 B.R. 7.0' 14.2' 40' 54.3' 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. 631.286.8668 7. PROVIDE BASE CORNER CABINET WITH 1 FIXED SHELF. 14 ELONGATED TOILET SEAT WITH OPEN FRONT m.e.p. &f.p. 8. PROVIDE MICROWAVE AS ADD-ALTERNATE. 9. REFER TO SPECIFICATION 113106 RESIDENTIAL APPLIANCES. 15 CUSTODIAL SERVICE SINK M/E Engineering, P.E. R 150 North Chestnut Street 16 FLUSHOMETER Rochester, NY 14604 585.288.5590 El I 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 177N PLAN j � J I L_________________J IC +I ❑ I 2'-0" 2'-9" T-6" 1'-9" V.D. 1'-0" 1'-0" 2'-0" 2'•6" 7-0" 0 0 _______--__- N I I a 0 I I N O O O ____________J - - I � r 1 17-l" 5 TRUE o T-7 / \_ i i i project 1 L------------- 1 1 g VINEYARD VIEW N V fs- 5 J�, \\ !] O=,J --- � I I I ----r]- -J 1 bo 4 I 8 Al2.00 7 County Road 48 `° - 6 9 --------- Greenport, NY 11944 ®®® 0 seal _ ---------- i 7 3 --------- O \ LUZ \ \ \ _�----J-----_ - ----- S 9l 021422 y0 a" 2'-0' 2'-9" 1'-6" 9" 2'-0" 2'-0" 2'-0" 1'-0" 2'-6" 2'-0" L ----J E 9,-03 T-6" E issued date description 8 KITCHEN-B ELEVATION 8 7 KITCHEN-B ELEVATION 7 6 KITCHEN-B ELEVATION 6 5 KITCHEN-B FLOOR PLAN 1 03/15/19 Issued for Construction 2 07/01/19 Project Bulletin No.4 Al2.00 SCALE: 1/2"= 1'-0" Al2,00 SCALE: 112"= 1'-0" Al2.00 SCALE: 1/2" = 1'-0" Al2.00 SCALE: 112" = 1'-0" "TYPE"B"KITCHEN PER ICC A117.1-2009 I I I I I I i_______-__ -------------- --------------- F-15" _____________� I I [V I I I I F-6" 5'6" ----------------------� 2'-6" 2'-6" 2'-6" 2'•9" 1'-9" 1'-0" --- - 5 --- 3-6" ; 2'1" -�- LU11 1I I , 5'-7" I I `ro r---------------- -' p `o `O 2 7 / \ / ` 0 0 ' title I 9 = _ 1 - ' KITCHEN _ --------- - --- 1------ --I 0 O \ - - I I 0 PLANS ' ELEVATIONS I I zo t 3 60 Z0 6 Zo zo iL------------;_---' i i o0 ®® - & DETAILS 3 II 6 I I I I I - _ / ; - drawn by: checked by: --- C) -- ;' 9 scale: AS NOTED I ---------------------------------------- \ \ \ / , project number: 10002 �- - - U scaled inch 0 2'-0" 9" 9" 2'-9" 2'-0" %" 2'-0" 9" 9" 2'-6" 9" 9" 2'-0" 2'-9" 9" 2'-0" sheet number 3 4%. U 63/" 96 56" 00 BUILDING B 4 KITCHEN-A ELEVATION 4 3 KITCHEN-A ELEVATION 3 2 KITCHEN-A ELEVATION-2 1 KITCHEN-A FLOOR PLAN 1Al2,00 SCALE: 1/2" = 1'-0" Al2.00 SCALE: 112" = 1'-0" Al2.00 SCALE: 1/2" = 1'-0" Al2.00 SCALE: 112" = 1'-0" m - "TYPE"B" KITCHEN PER ICC A117.1-2009 9 2000 KITCHEN COUNTER TOP &SHELVING SUMMARY KITCHEN APPLIANCE LEGEND PLUMBING FIXTURE LEGEND CD ® ' (LINEAL FT.MIN.) (LINEAL FT.MIN.) COUNTER TOP SHELVING TAG DESCRIPTION TAG DESCRIPTION KITCHEN ❑ ELECTRIC RANGE 1 1 TOILET O UNIT TYPE BEDS REQUIRED PROVIDED REQUIRED PROVIDED 201 C 3 B.R. 7A 14.2' 40 54.3 20 ACCESSIBLE ELECTRIC RANGE 2❑ ACCESSIBLE TOILET I-' to 202 B-ANSI 2 B.R. 6.0' 10.0' 35' 46.5' 30 DISHWASHER 3❑ WALL MOUNTED ACCESSIBLE TOILET 203 A 1 B.R. 5.0' 15.8' 30' 62.6' 40 ACCESSIBLE DISHWASHER ® COUNTERTOP WITH BUILT IN LAVATORY B E A TT Y HARVEY COC O A R C H I T E C T S , L L P 204 A 1B.R. 5.0' 15.8' 30' 62.6' 50 REFRIGERATOR 5❑ WALL MOUNT ACCESSIBLE LAVATORY NEW YORK i MARYLAND 205 B 2 B.R. 6.0' 10.0' 35' 46.5' © ACCESSIBLE REFRIGERATOR © 25"STAINLESS STEEL KITCHEN SINK 1 300 Walt Whitman Road, New York, 11747 A A p: (631)300-1010 206 C 3 B.R. 7.0' 14.2' 40' 54.3' O RANGE HOOD ❑ SINGLE HANDLE LAVATORY FAUCET owner/developer 301 C 3 B.R. 7.0' 14.2' 40' 54.3' ® SINGLE HANDLE/TUB FILL SHOWER HEAD Conifer Realty 1000 University Avenue Suite 500 302 B-ANSI 2 B.R. 6.0' 10.0' 35' 46.5' NOTES: 9❑ KITCHEN FAUCET Rochester,NY 14607 1. PROVIDE FILLERS&SCRIBES AS REQUIRED FOR COMPLETE CABINET 585.324-0500 303 A 1 B.R. 5.0' 15.8' 30' 62.6' INSTALLATION. 10 SERVICE SINK FAUCET 2. FINISH EXPOSED CABINET END TO MATCH CABINET FRONTS. civil engineer 304 A 1 B.R. 5.0' 15.8' 30' 62.6' 3. PROVIDE POWER TO ALL APPLIANCES. 11 ACCESSIBLE ROLL-IN SHOWER ENCLOSURE 4. PROVIDE"D"PULLS AT ALL CABINETRY IN ANSI UNITS. LKMA 305 B 2 B.R. 6.0' 15.8' 35' 46.5 5. ALL WALL AND BASE CABINETS TO HAVE FULL DEPTH SHELVES. F121 TUB&SHOWER ENCLOSURE 437 &405 6. ALLOW INSPECTION OF ALL APPLIANCES.PROVIDE APPROVED SUBMITTAL TO South Country Road 306 C 3 B.R. 7.0' 14,2' 40' 54.3' THE OWNER AND INFORM THEM IMMEDIATELY AFTER INSTALLATION.ENSURE13 ELONGATED TOILET SEAT Brookhaven, NY 11719 ENERGY STAR LABEL REMAINS ATTACHED TO PRODUCTS AND APPLIANCES. 631.286.8668 7. PROVIDE BASE CORNER CABINET WITH 1 FIXED SHELF. 14 ELONGATED TOILET SEAT WITH OPEN FRONT m.e.p. &f.p. 8. PROVIDE MICROWAVE AS ADD-ALTERNATE. 9. REFER TO SPECIFICATION 113106 RESIDENTIAL APPLIANCES. 15 CUSTODIAL SERVICE SINK WE Engineering, P.E. 150 North Chestnut Street 16 FLUSHOMETER Rochester,NY 14604 585.288.5590 17 POST-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 A 30"WIDE ACCESSIBLE WORK SURFACE key 8- p" N 7-1" 11" 2'-6" 2'- 2 PLAN 0 O o I ;II ------------- 0 ---------------- ^ i III c'v I I II 9'-0" 8'-0" I I I II I ❑ I I I •' I I II 1'-0" 2'-0" 7-9" 1'-6" 1'-6" 1'-0" 1'-0" " 1'-9" 2'-6" 7-6" ----------------li 2 6 ° N 0 0 ( I -- TRUE ° L _ \\ project /-- --\-�- = - C -T---- / \ 2 L---------------I I ----- _ VINEYARD VIEW -- \ 6 L---------------1--- 1 6 \ / N ®e \ / 6 6 o 1 6 9 1 --------- N Q \_ ��\ - -,� c -\--- _ _ -1 1`\ 7 Al2.01 8 r---- \\ D /' 1 i County Road 48 30 ZD ZZ, "WIDE ACCESSIBLE 4 \ / N \ . I i \ co Greenport, NY 11944 WORK SURFACE 30"WIDE ACCESSIBLE / , WORK SURFACE seal 9 y__ ----- �RSRC\ I I EN C14 CN L---------------- 3 3 Or N�jy 2'o" �" 2'-0" 2'-9° r-s" 9" 2'-0^ 2'-0" r-o" 2'-s° �" 2'-6" �" V 9'-04" 8'-1%" issued date description 8 KITCHEN-B-ANSI ELEVATION 8 7 KITCHEN-B-ANSI ELEVATION 7 6 KITCHEN-B-ANSI ELEVATION 6r_5_"� KITCHEN-B-ANSI FLOOR PLAN & 1 03/15/19 Issued for Construction 4Q Q 2 07/01/-19 Project Bulletin No.4 Al2,01 SCALE: 1/2" = 1'-0" 12,01 SCALE: 112" = 1'-0" Al2.01 SCALE: 112" = 1'-0" Al2.01 SCALE: 112" = 1'-0" ( 'TYPE"A" KITCHEN PER ICC A117.1-2009 � J 1 I I I I I cN I I ---------------------- 8'-6" 4'-6" I , I , 7-6" 2'-6" 2'-6" 1'-0" 11-0" 1'-9" 1'-9" F 2`0 i 2'-6" 14'-7" I \2 ,� \\ title / \ , _ __ _ __ ��- _ ; 3 Al2.01 KITCHEN g 1 - -- o U/ �D ifl 1 cli C14 \ / 0E / N CV -------- -. 6 9 \\ 0 '''' \\ 0 '' '\\ 5 0 . a ----------- ---- - - - -- PLANS, - - ELEVATIONS I I \ 3 � � 6 to co 80 Z, A41-----------Lt- & DETAILS I I ---------------------- -- I drawn by --- -- checked by: i Fn CL o I c c c scale: AS NOTED J i, \ / I; \ \ \ \ � / / � -------------------------------------- _J Project number: 10002 scaled inch U 0 4" 2'0" 2'-9" 9" 2'-0" 2'-0" 9" 9" 2'-6" 9" 9" 2'0" 2'-0" 9" 1'9" 7'-7Y4" sheet number 0 Ir �. 0 T-64" 9'-6" 4'-6" BUILDING B Z 4 KITCHEN-C ELEVATION 4 3 KITCHEN-C ELEVATION 3 2 KITCHEN-C ELEVATION 2 1 KITCHEN-C FLOOR PLAN 0 a o K- AL12.01 ' SCALE' 1/2" = 1'-0" Al2.01 SCALE: 112" = 1'-0" Al2.01 SCALE: 1/2" = 1'-0" ` ' Al2.01 SCALE: 112"= 1'-0" "TYPE"B"KITCHEN PER ICC All 17.1-2009 co 8 9 N 4+- . o BEATTY HARVEY COLO A R C H I T E C T S , L L P NEW YORK I MARYLAND 1300 Walt Whitman Road, New York, 11747 �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. B� '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 key TRUE NORTH d• • •° • ° . • ° •C �� I I I ' ( I .d . d o' • o. 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GROSS AREA: 924 S.F. GROSS AREA: 762 S.F. GROSS AREA: 762 S.F. GROSS AREA: 924 S.F. GROSS AREA: 1318 S.F. NET AREA(HCR): 1259 S.F. NET AREA(HCR): 864 S.F. NET AREA(HCR): 702 S.F. NETAREA(HCR): 702 S.F. NET AREA(HC864 S.F. NET AREA(HCR): 1259 S.F. scale: 3/16"= 1'--0 - " N16 project number: 10002 scaled inc -7 F o sheet number UOU BUILDING B 1 FIRST FLOOR FURNITURE PLAN VSCALE: 3/16"= 1'-0" m C I z� 7 I + g H 390 v BEATTY HARVEY COCO ARC H I T E C T S , LLP NEW YORK I MARYLAND 1300 Walt Whitman Road, New York, 11747 q I � p: (631)300-1010 owner/developer Conifer Realty 1000 University Avenue Suite 500 Rochester, NY 14607 585.324-0500 civil engineer LKMA 437 &405 South Country Road Brookhaven, NY 11719 631.286.8668 m.e.p. &f.p. M/E Engineering, P.E. B 150 North Chestnut Street - Rochester, NY 14604 585.288.5590 structural engineer TDM Consulting Engineering 550 North County Road,Suite E Saint James, NY 11780 631.686.5234 key TRUE NORTH !r /, // , !/ //;,//r/// //// r /, /lJ/r/r r/!!/ // ® / /rr/r/J/r///rr/ rrr/; r//r/ //r/ r !rf/rr/. !!//!////: rr//r//// ® ® \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\`\\\\\ ® \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ ra rr LJ \\\\\\\\ \\\\\\\\\ I I \\\\\\\\\\\\\\\\\\ O !// '/ ri rix r/rr /r rr!/r r/ //r //r r/r//r'%r /r : /r' /r r' r, /r /r \\' /////r rrr///////r/////rrr r/rr//r/!rr//rr /�rr�rrr/r!// //r/// r//rrr rf/////r////r//rrl/!r rr/rr//r/r!!/rr//r//! \\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\ \\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\ II l\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ r/irr xxxx/r//r/r e"'//,rr///ir rr � I ///r,//r/r//r rr/ r,!/r/ I I rr/ir r/rix/r /ir rrr/ir ri //e!rr/r/r,, /ir \. \\\\\\\\ \\\\\\\\\\ \\\\\ \\\\\ \\ \\ \\ \\ \\ \\ . 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GROSS AREA: 997 S.F. GROSS AREA: 878 S.F. GROSSAREA: 878 S.F. GROSS AREA: 997 S.F. GROSS AREA: 1318 S.F. NET AREA(HCR): 1259 S.F. NET AREA(HCR): 937 S.F. NET AREA(HCR): 818 S.F. NET AREA(HCR): 818 S.F. NET AREA(HCR): 937 S.F. NET AREA(HCR): 1259 S.F. scale: 3/16"= 1'-0" J project number: 10002 a� scaled inch Q sheet number 0 0 O BUILDING B 1 SECOND FLOOR FURNITURE PLAN A13.02 SCALE: 3116"= 1'-0" 0 4H A 0 \ + \ \ 'T,\II 'I c� Ilr �:' rl I�, T' .[}''r; r1 I��•', :__..��L �,r��.rz,,,s��zT:rz-z'-_. .� L-a_�'� - - _- ----- --_- - -_ - rr'rl'i 't:' II j��1' - - - - - - - - -. «- - rl �'I .! f �E� -T� rr- Ssr. TLT�rI.riLY_T`i �\ r ,_ � � ... .. i-15 NOTES jl, --,Jf - ' X , r1,._ l ._.7,_I _ 1. AFTER PROPERTY GROUNDS ARE GRADED AND AGGREGATE IS LAID,THEN THE VENT STACKS ARE INSTALLED. IIII, II } \`�L T,.r-Tr 1'-! ! ,�_L1 L-•.r' `11 J- I- - IT .=\ �� ._ r_ 7..s rLr\ L L L 2. ALL VERTICAL RISERS ARE VENTED THROUGH THE ROOF AND ARE NOT TO BE CAPPED.EACH VERTICAL RISER I a l _ � �r �\=r... .,r \i ] � L I-� '� i+ I ,��-: - -,�-L,�,I L _,.l.t: i7�;. -'� - ---1T LT- _,T .�..,-J7.1 --L\.Tr, \.- WILL BE STUBBED TO AN APPROXIMATE HEIGHT OF 12 INCHES ABOVE THE FLOOR.EACH STUB THROUGH IIII, ' '�''' 1 '#�1 � I I{,� ,-T ,:`r'�-T r;r`;rrrr� T r-_1�LrI ~i rr �L�` 'z'i�i=�z1�-r'�'�`r' I--�T=�LL�I 1'y`rr- ���� �,�z�r_�_:r�r`z_-7T*� U OUCH THE ;� ,I,I, zr rr_., s.r , r rr rr rT -rr.r, {�I :`'' I t i ! 11-I -r`S ,-L _Z.L-,T IS ,__S_. S7 7-T.'_ir1 _rT• _r \ ,yam -.T _ L \._.L r___�-1 _ _ J-r`T I__Lr�i,7-.1 i 1T_l._i r.. _ ]__� -, -I\t - is -rI-i „-I I- -' _ _ ; ".. !•^, .,', TII - ��i i. '- -' -- `:r� �T-. Z-� - _`\L__;- r-.�`��' -- - -rII �r-r_1- rr _- T=r=r _T r r I CONCRETE FLOOR SHALL HAVE A TEMPORARY CAP UNTIL SOLID DIAMETER PIPE RISERS ARE CONNECTED. EXHAUST POINTS SHALL I � ',',-, , ,,7f1 'T .�rz...rtrr.-_ru-_ _I__ _. .._1-] ._, - L.. I_. _.-. r_, :_.I ._ _-r._ r_ s r.-�t Trr �r_- z___��-r -7�� � -� ', . $ '• ' r - TL-L'_I-' I',L , ' -_L r\ I I 1 I I,-I_I .. rC, EXHAUST POINTS SHALL r L L �r 1 -L - \r I.II i�, } � ' ,I�S.��- 1 "T .11.S�r S. 1-L T-T 1� '1 -r_I_I LSrS-. I��L ,_X. ' � I� I f I , BE A MINIMUM OF 12 1 i _1 �I L r r \ - _ Tr 1 -- \ -r �_,T T - , ILL SI'I-7- 7.T-_r I r_,.- `- \ _L\�` ,fir s I L I �'r .�! a1t.� Li i L r -1--,-�- � Li__ .. - r �.].._,. � .�.. L � _r. ._T- L �r � �1z r_r_ �r - T : .T_s L�rrZ_.�I 1. r\ u� �I � � BE A MINIMUM OF 12° \ 3. THE DESIGNATED CONTRACTOR.SHALL APPLY A VAPOR BARRIER BEFORE THE POURING OF THE CONCRETE ( T -,- r_r _T T_izs,, L L_r_ L'_ 7 r- r TI I r _ y- T \ _ _rrrz. - _ !I { ABOVE THE ROOF $- •,;I : , , _ !, ,r-_ T I ,rl r],\: •�\ 7 r- 1 L -L -- --- r r i 7- rL z z=i-]z rl z T\r� \\moi ,�--7 s �rr-r �I\Isr 1r�\. \�\ s \sr�.. _ I. ,r'� \ SLAB.THE VAPOR BARRIER HALL BE TIGHT AN R HA AK "r _ s_ = 111 `r.`i.r7.L '1T 1�_ r r- - r`_r,1, r, I_. ,r ABOVE THE ROOF I \ S B GH AND E SHALL BETAKEN TO ENSURE THAT MINIMUM DAMAGE AND _ �,., I ,'r - �I,-�\rr>r�-s:-rrlry\-\` � '\ \�4 z�, r i�LIT�T �7 ,�-�_r L r i.� __ ._i�I_ , .z_ : _ L�_ r L.� ..1 „. `I ` _ �z�A; ',I I I \ _, - l T r r 1 s 1 1=' r = 1, T.O.ROOF TRUSS RIDGE \ SURFACE.THE VERTICAL _ LT SURFACE.THE VERTICAL PUNCTURES OCCUR TO THE VAPOR BARRIER.ALL SEAM JOINTS FOR THE VAPOR BARRIER SHALL BE OVERLAPPED r -rfiTJ_ _ T - - \ +I r _ .t-,I � .t;r_- , .-._r - r,r,-r-.1_�r_,1 s -- r ` JTL_,_I 1 1. 1-1..- = z S - z. 1 _L 1.,11 -.I_.-I.LI- - =r z.rl=-:- s.I\-_\T \T r fir_ -�_- ELEV.+25'4 \ A MINIMUM OF 12 INCHES,ANY PIPE PENETRATION INTERFACES THROUGH THE VAPOR BARRIER SHALL BE SEALED RISER ROOF EXHAUST }- I It :_ 71. _.. �} '... .rII r�� T � � r_ST: Tr1 .L LT _ , II r �.1I,II - T,7. _ L 1r, \ I : `l �.. _I. _ 7.L.,I�,.i i _ ' - _ - 1- I - .T'7- `T-�? 7--7-__ _ 7 T. _C L _ _ - --r'-rCr- _ -_ , T C_] .:T7..L. •-�.-_ [_. i I�S_ r'-r I l-L=�- .__ '_ r- - - r r' ,- �L- I WITH VULKEM POLYURETHANE CAULKING.IT IS ALSO RECOMMENDED THAT THE SEAMS BE SEALED WITH PIPE SHALL BE ELBOWED _ _\ #' I I. ._,_-r „` I 1 ',;'- - --- -- I -'''rj � :\`v,r I , �`T`r _ z_ \s`T�r_J r_ _r_L �L71 , � =I-i L.I ._,s.._. _ :T: I T.L � 'TI ,_a `L -,,1 : � : I�r _ t,1 l�' PIPE SHALL BE ELBOWED - #I., ra rr \rr r rl Trrrr - r\\Tr 1r ,r r JL \ T 7\ rZrr ��T -rte r.ir \ - r _ .--r- ?7r r .- CAULKING OR ATYPE OF ADHESIVE. r I rL_ __ . . _L _; 1. - I \ i EXHAUST POINTS SHALL BE A MINIMUM OF WITHA180DEGREE �..r, 1 ; .,-=T_.�? IT' =S= r_`r\ T:zrr . s r -r 'Lrr ,��IT 1 rL r_L: - zI - rI \_. r rz - Li1 _ ] t_1 rlI ,,_-,� r WITHA180DEGREE BEATTY HARVEY CO O IL a z 1_.S r-r I,1 .r,' r-\fir rpt_ _ T _, r.T . 1._z-T-z\ „ C SCHEDULE 40 4 ELBOW z=\; , I L .r . ,.r-L. _ - Tr1-r1_ s- \- L : L _S rr 12 ABOVE THE ROOF SURFACE.THE } T -; r. �- z_ -I _ : .r r_- T-:,L_1- I-, ---,. T\�1- z.\, �T -- 1- L rte_ Tr \ L� _ \ \.Tz r 1; 1 SCHEDULE 404 ELBOW �- ARCH 1 T E C T S . L L P 4. ALL UPPER FLOOR PENETRATION HOLES FOR THE VERTICAL RISERS SHALL BE ROUTED WITH SCHEDULE 40 4 1, {; y, _r -LrL.--1 _ _I - -.- _1--I,L'L ._. . 1-L __-� 7I I Lr�- _--I r-r ,-,1-.-r r_r,r r r.rz. i i s \ =r._I__.. 1:1 I VERTICAL RISER R 11,., : _ L- _ zr s'=r - r I, L s . _ y.r. 7I 1 ,,.._. i _I.1, T, r r, - 1 +r. TIC S ROOF EXHAUST PIPE I WITH VENT GRILL } _ _- r ` _- _ \,- _ : ,.. r_:-__ I I 1 _LT.-_..-, .- -:.1 _r__1 r_1_. r -,- ,,I } WITH VENT GRILL :I, ' k 3F-T r3l f r - _t _ , E`s7\,, :,1t ,. I I_L r,,- L s .r _ , _T 1. t r , T, I i _'r - :..{ -z, - - SOLIDPVCPIPINGTHROUGHTHERCOF.ALL FLOOR HOLES SHALL BE PROPERLY DRILLED AND PREPPED BYTHE r \\ --..,i. i} r _ 7 L s=_,_ . T i_L r 1 1 1 "'' =f{-\ �\F ,t.. 7.; �._E II -, : SHALL BE ELBOWED WITH A 180 DEGREE I NEW YORK MARYLAND 1 i' DESIGNATED CONTRACTOR WITH ADHERENCE TO ALL BUILDING AND STRUCTURAL INTEGRITY CODES.ALL „ T,_ SCHEDULE 40 4 ELBOW WITH -,- r-,z +- T_-, r? : .r 1 -_L� r_ _ n' 0 HVENTGRILL 1300 Walt Whitman Road New York 11747 VERTICAL RISERS FLOOR PENETRATION INTERFACES SHALL BE FIRE SAFED.A COVER FLANGE SHALL BE f r r �� _rrrr=T rr rr lTr r r�:`rS J l :_.L.�L,] 'I.,h. ,� l� I=r r' r T- T __ - _1__.-_I'_C;1L,r :T rLr4=,7-,rI1L-rLr -r-:--__: 1.7. I_.I_ r 17__�_I',7 L_T_�1.1. __LI-4��-- �-I.=.TTI,s_L ..._�,i...:., }t -I, -I ;I _1 ) ' A � � � ,q p: (631 300-1010 � 1- r �L I T I _' s � , �-,-7_r=r r I._. r I �, INSTALLED TO COVER THE PENETRATION INTERFACE. I,�I i.{ , ' r 'III ,. '_\z` 1r.1_.I- ' L r�-: .:TL� I_L,.rT`� � I il,�= L1,=i,i � _,T1 \_ ��r`;�I ,.,�rr,I' `�\I ', - { ',JIl� \- n� J I.r,rZT\r;sr_Ir �rrT _]T r'- .1. T.T. i.L _ T 1 _- � _ T � T 5. THE ROOF EXHAUST HOLES SHALL BE CUT BY THE DESIGNATED CONTRACTOR FOR ROUTING VERTICAL -_.L t I ;,I L r 1 L\ rr r! 1r-r r1_'_ Viz=_L_r I I r':1 s s_ .`.T 1= _ ;Tr.rTI' ,7 r'r_=r\- ',tr Lz= -: :�, � � il!r _S'-_I_ T L 7 I. = I, s 1-I z r 7-� r1I- rT r z,s \r � RISERS THROUGH ., I,ri, r} _;r = Ti�I , z_rr -r=1sr�;� _ I�-T'r .r --�I_LTrr,\, T_. - 11-`' ., r=�r`r.r I r a. r L- I r.r_ \ � Conifer Realty SES ROUGH THE ROOF.THE DESIGNATED CONTRACTOR SHALL THEN PROPERLY SEAL THE ROOF OPENINGS P �,=z� �t I I , ;Ili� f r-r ��I-L__1 -rTL'-1i- -L�\1LSTTI r7 �_ -� 1�r_z-� \ r- _z_ -,tit_:_\,z `II 1r { LSI-r-� 1 L_ L��I 11�C11"- S� r=1F'J� AND PIPE EXHAUST PENETRATIONS ACCORDING TO SPECIFICATIONS,CODE,AND STANDARD OF PRACTICE. 1000 University Avenue Suite 500 r\Llr7'T rz r si I 1 _ I 1 _ = L w - �--r '-Irl },. t,4, �, � Rochester, NY 14607 . '-`. rr,.lTzTt 6. IF THE ROOF EXHAUST POINT FROM THE RISERS IS LESS THAN 10 FEET FROM FRESH-AIR RETURN,THEN THE I ���,--t-;, f J1 = I EXHAUST POINT WILL HAVE TO BE ROUTED TO MEET THE 10 FEET CLEARANCE REQUIREMENT. r --•LY` S_L`7 L _. C , �_S1 -IT ryr,=C.II_Z.�S T- „I, �_LT�'_ III-1 r1T:11'I , S- -T-rrT1� r��T - ], 1_ .I T1.f,1 S-T_r�7-._r.-t-T 7ri {�"1-I-T�I_ I- t � L r,T.I-,r, �.' 7. THE EXHAUST POINTS LL BE MINIMUM UST PON S SHA A M MUM OF 12 INCHES ABOVE THE ROOF SURFACE.THE VERTICAL RISER ;`S ROOF EXHAUST PIPE SHALL BE ELBOWED WITH A 180 DEGREE SCHEDULE 40 4"ELBOW. I P THIS S ROCEDURE WILL • i _. _, I _ J-..;.r=. -�'T. r1.. I 1_ mss\. .r r , I' \ Lrr=s'z 1r_ ': - '_ 1 r_r 1 _L _ _ ENSURE THAT MINIMUM RAIN AND Ol HER WATER WILL REENTER THE VENT STACK.EACH VERTICAL RISER SHALL --' �, ', r tl h _ �s' 11. TT\= T I 'r7 IT s - \ T\ Fa ! _r= _ _ _1__ r t.l-L L 1 r i.r _ , 1 C r T rr IL •1_, :I I C rT� 7 , L I_ r\ \ 1 ,ti.: LKMA �',_ `;, -' f, :. - _l ..1L.l.l L -17-, L. L�. :', I, �.} .''.-1�; -_Lr'L t. ��r1� L -r`L-'"-f_-TT._T.i-.IT T 1�._"S L_Z r\T ,- LL 1I_ 1.1 .Li_i .,-__- _ - ALSO HAVE A GRILLED EXHAUST VENT.THIS VENT CAP CAN BE PURCHASED FROM VARIOUS SOURCES.THIS jf`r _ T, 1-,T r _ i_L I_ r I ] I 437 &405 ' r ' ti:., ,Flrl --1-�r r'-1: - - - - _L1 \`1_ .\Lr:- - - , .I F 1 rst_ r' :. -. _1 r \-T L 1-L L L� \ T.T I r �r �" - PROCEDURE WILL PREVENT SMALL DEBRIS AND VERMIN FROM INFILTRATING THE VENT STACK. I: � � r `hI I� I- � I a' r �7 ire- 1-'Truer-s_._T,r`I\F'S-L--ter�( = r-I's" I�- � { ,- I ,' ,1 ^^T;r lT ,_ I �7_..--1 ;- __- rs-�_ - r L I �--F� ��`';r rl_ I !{-,; ' rl I I I ' ! _�,\ S C �-,T�"" : E, .I z r : I�S._I�-r\, Y, _� � 1 }I ,F,.,r.,\r`r'-r,�r\\�-.- -r-�\-�_-r�- t r-r s---,-r, , I- +, I I ,I . $OUth COUntry ROad II r \�-i TTS IS'' } \' I II lf�, '- I, _ \T T; co 0 GENERAL N GRAVITY DESIGN LOAD SCHEDULE (ALL LOADS SHOWN ARE IN POUNDS PER SQ. FT.) CODES AND STANDARDS 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 2015 INTERNATIONAL BUILDING CODE. 1.20151BC,CHAPTER 15 2.2015 AWCC SDPWC ,¢2. WHERE MORE STRINGENT,THE LATEST EDITION OF THE FOLLOWING CODES SHALL APPLY TO WORK: 3.2015 ANSI/AWC NDS. W o4.2015 AWC WFCM.A. AC1301, "SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS" z m 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 o Wo A R C H I T E C T S , L L P C. AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES," LATEST EDITION. "' " J °G NEW YORK I MARYLAND D. "STRUCTURAL WELDING CODE-STEEL",ANSI/AWS D1.1, BY THE AMERICAN WELDING SOCIETY, 3, ALL NEW GENERAL FRAMING LUMBER SHALL BE #2 OR BETTER GRADE DOUGLAS FIR OR HEM-FIR. (MIN BASE DESIGN: INSULATION 3 3 3 3 5 1300 Walt Whitman Road, New York, 11747 E. "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE", ACI 318. FB=825 PSI, FV=75 PSI, FC(PERP)=370 PSI, E=1,300,000 PSI) A (2X8=825*1.15*1.2=1139,2X10=825*1.15*1.1=1044,2X12=825*1.15=949) p: (631)300-1010 GENERAL FRAMING 5 5 5 5 5 owner/developer 4, ALL LUMBER SHALL BE PROPERLY SEASONED AND SHALL BE NEW UNLESS OTHERWISE APPROVED BY THE Conifer Real 1. IF THERE IS A DISCREPANCY ON THE CONSTRUCTION DOCUMENTS, THE ARCHITECT/ENGINEER SHALL BE NOTIFIED ARCHITECT/ENGINEER, MEP 3 3 3 3 5 t000UniversityAveif Avenue Realty IMMEDIATELY SO THAT IT MAY BE RESOLVED. UNLESS OTHERWISE NOTED, THE MORE CONSERVATIVE INTERPRETATION Rochester, Su 14ite 507 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 - 585NY 14500 PS-20. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING SUBFLOOR 8 8 8 12 3 CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTION,AND MISALIGNMENT. THE CONTRACTOR SHALL 6. ALL LUMBER SHALL BE FREE FROM KNOTS, SHAKES, ROT OR OTHER DEFECTS. civil engineer BE FULLY RESPONSIBLE FOR MEANS AND METHODS Of CONSTRUCTION, TOTAL DEAD LOAD 22 22 22 26 18 7, CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR ROUGH CARPENTRY FRAMING AND DETAILS, LKMA 3. ALL EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED IN THE FIELD BEFORE WORK IS BEGUN. ANY OBSTRUCTION 437&405 ENCOUNTERED DURING EXCAVATION, DEMOLITION, OR CONSTRUCTION SHALL BE REPORTED TO THE 8, ALL NEW FLOOR AND ROOF JOISTS, HEADERS AND TRIMMERS AND OTHER HORIZONTAL WOOD MEMBERS SHALL BE SET South Country Road ARCHITECT/ENGINEER IMMEDIATELY SO THAT CORRECTIVE MEASURES OR ADJUSTMENTS CAN BE MADE. WITH THE CROWN EDGE UPWARD. Brookhaven,NY 11719 631.286.8668 4. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL STRUCTURAL ELEVATIONS AND DIMENSIONS WITH 9, ALL WOOD BEAMS BEARING ON MASONRY SHALL HAVE A MINIMUM BEARING OF 4 EXISTING CONDITIONS AND WITH OTHER PROJECT DRAWINGS. ANY DEVIATIONS SHALL BE BROUGHT TO THE m.e.p. &f.p. ARCHITECT/ENGINEER'S ATTENTION. 10. ALL WOOD BEAMS BEARING ON STEEL SHALL HAVE A MINIMUM BEARING OF 2" LIVE LOAD M/E En150 Nor Engineering, ChestnutStreet , P.E. 8-�- 5. THE CONTRACTOR SHALL FURNISH ALL CERTIFICATIONS, LABORATORY TEST REPORTS AND INSPECTION REPORTS 11. JOIST HANGERS, HOLD DOWN CLIPS, ETC. SHALL BE SIMPSON, TECO OR APPROVED EQUAL (SECURED WITH ANNULAR + Rochester, NY 14604 REQUIRED, NAILS AS PER MANUFACTURER) PROVIDE SADDLE-TYPE, HEAVY DUTY BEAM HANGERS AS REQUIRED. 40,. 125, 100 60 30* 585.288.5590 6. CONTRACTOR SHALL COORDINATE STRUCTURAL DRAWINGS WITH ARCHITECTURAL, MECHANICAL & ELECTRICAL �- 12, ALL JOISTS SHALL BE CROSS-BRIDGED WITH 1-1/4"X3" BRIDGING AT MIDSPAN OR INTERVALS NOT TO EXCEED 8'-0" O.C. DRAWINGS. AND SECURELY NAILED AT EACH END. BRIDGING SHALL NOT BE NAILED UNTIL AFTER PARTITIONS ARE IN PLACE. structural engineer PROVIDE SOLID BRIDGING BETWEEN BEAMS OVER GIRDERS AND PLATES OF BEARING PARTITIONS. METAL BRIDGING TDM Consulting Engineering 7. OPENINGS IN WALLS, ROOF, ETC. SHALL BE COORDINATED, SIZED, FURNISHED, AND INSTALLED PER MECHANICAL, STRAPS MAY BE SUBSTITUTED AND INSTALLED ACCORDINGLY. 550 North County Road,Suite ELECTRICAL, AND PLUMBING REQUIREMENTS, EVEN IF NOT SHOWN AS SUCH ON ARCHITECTURAL OR STRUCTURAL TOTAL LOAD 62 147 122 86 48 Saint James,NY 11780 DRAWINGS, 13. PROVIDE A MINIMUM ONE HALF INCH AIR SPACE BETWEEN WOOD AND CONCRETE OR MASONRY. OTHERWISE, PROTECT 631.686.5234 8, THE CONTRACTOR SHALL NOT MAKE DEVIATIONS FROM DESIGN DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE OR TREAT WOOD IN CONTACT WITH CONCRETE OR MASONRY. T* SNOW LOAD ARCHITECT/ENGINEER, WOOD FRAMING-PLYWOOD 9. ALL SECTIONS AND DETAILS SHALL BE CONSIDERED TYPICAL AND APPLY FOR THE SAME AND SIMILAR CONDITIONS, 1, ALL PLYWOOD SHEATHING SHALL COMPLY WITH APA, PLYWOOD SHALL MEET C-D INTERIOR APA, STRUCTURAL I AND II key UNLESS OTHERWISE SPECIFICALLY NOTED, C-D-INTERIOR APA OR STRUCTURAL I AND II, C-C EXTERIOR APA, TRUE CONCRETE 2, 16. STRUCTURAL FLOOR AND ROOF SHEATHING, INCLUDING ALLOWABLE SPANS, SHALL COMPLY WITH SECTION NORTH 1. ALL CONCRETE WORK INCLUDING BUT NOT LIMITED TO CONCRETE MIX DESIGN, REINFORCEMENT DESIGN, PLACEMENT, 2304.8 OF THE 2015 INTERNATIONAL BUILDING CODE INCLUDING TABLE 2304.8(3)SUBNOTE D AND SUBNOTE F. �-- DURABILITY, FORM WORK, SEISMIC REQUIREMENTS, AND QUALITY AND TESTING SHALL BE IN ACCORDANCE WITH 3, PLYWOOD SHALL NOT EXCEED THE SPANS INTENDED FOR USE ON THE GRADE STAMP AND SHALL BE OF THE FOLLOWING CHAPTER 19 OF THE 2015 INTERNATIONAL BUILDING CODE,AND ALL APPLICABLE REFERENCE STANDARDS AS SPECIFIED THICKNESS, UNLESS NOTED OTHERWISE: SNOW L O A D DESIGN SCHEDULE IN THAT CHAPTER, INCLUDING BUT NOT LIMIT TO "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE", ACI 318 AS AMENDED IN THIS CHAPTER. FLOORS: 3/4" T&G ROOFS: 3/4" T&G INTERNATIONAL BUILDING CODE (2015) ■■ '� 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) OF 4000 P,S.I, REQUIREMENTS FOR f'c SHALL BE WALLS: 5/8" BASED ON CONCRETE CYLINDER TESTS, TESTED AT 28 DAYS, AS PRESCRIBED IN SECTION 1905.6.3 OF THE NEW YORK ITEM SYMBOL VALUE STATE BUILDING CODE. 4, ALL PLYWOOD SHALL BE GLUE NAILED TO THE FLOOR JOISTS USING AN APA APPROVED ADHESIVE. (B.F.GOODRICH PL400 3. CEMENT USED TO PRODUCE CONCRETE SHALL COMPLY WITH ACI 318,SECTION 3.2. OR EQUAL). GROUND SNOW LOAD Pg 25 psf 4. REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60, EXCEPT STIRRUPS AND TIES WHICH MAY BE GRADE 40. EARTHWORK SNOW EXPOSURE FACTOR Ce B (1.0), 1. THE FINISH EXCAVATION FOR FOUNDATIONS SHALL BE NEAT AND TRUE TO LINE WITH ALL LOOSE MATERIAL REMOVED, project 5. ALL AGGREGATES USED IN CONCRETE SHALL COMPLY WITH ACI 318, SECTION 3.3. SNOW LOAD IMPORTANCE FACTOR IS 1.0 6, WATER USED IN MIXING CONCRETE SHALL BE CLEAN AND FREE FROM INJURIOUS AMOUNTS OF OILS, ACIDS, ALKALS, 2. FOUNDATION EXCAVATIONS SHALL BE KEPT FREE OF LOOSE MATERIAL AND 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 PERMITTED. FLAT ROOF SNOW LOAD (.7-1.0-1.01.0-2.0) 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 Count Road 48 APPROVAL BY THE ENGINEER. AIR ENTRAINMENT IS PERMITTED TO BE USED IN EXTERIOR CONCRETE, GEOTECHNICAL REPORT. Y 8. SPLICING OF REINFORCEMENT IS PERMITTED ONLY AT LOCATIONS SHOW ON THE CONTRACT DRAWINGS OR AS o 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 OF NE MAY BE USED IF IT CONFORMS TO GRADATION REQUIREMENTS AND IS APPROVED BY THE GEOTECHNICAL ENGINEER. C-, �Yy 9. MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE AS GIVEN IN PARAGRAPH 7.7.1 OF ACI 318, UNLESS 6, STRUCTURAL FILL GRADATION REQUIREMENTS ARE AS FOLLOWS: �o*NS M OTHERWISE NOTED. '� A, MAXIMUM PARTICLE SIZE -6INCHES. 10. DETAILING OF REINFORCING STEEL SHALL CONFORM TO ACI MANUAL OF STANDARD PRACTICE FOR DETAILING 1� REINFORCED CONCRETE STRUCTURES" (ACI 315). B. AT LEAST 10% AND NOT MORE THAN 75% BY WEIGHT RETAINED ON THE#10 SIEVE. C. NOT MORE THAN 12/0 BY WEIGHT OF NON-PLASTIC FINES (MATERIAL PASSING THE#200 SIEVE). 11. NON-SHRINK GROUT SHALL BE NON-METALLIC WITH A MINIMUM COMPRESSIVE STRENGTH OF 5000 P.S.I. 7, CONTROL FILL OPERATIONS SHALL BE INSPECTED AND TESTED BY A QUALIFIED GEOTECHNICAL ENGINEER OR 07 919 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 \FESSIO�,P 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, E 13. PROVIDE EXPANSION,CONTROL AND CONSTRUCTION JOINTS AS REQUIRED BY APPLICABLE SECTIONS OF ACI 301-84, 8, LOADED,WITH ANY DEMOLITION DEBRIS,MATERIALS OR EQUIPMENT THAT MAY ENDANGER ITS SAFETY. WIND LOAD T issued date description 14. CONSTRUCTION JOINTS, WHEN REQUIRED, ARE SUBJECT TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS AND g, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS THROUGH DEMOLITION 1 03/15/19 Issued For Construction SHALL BE IN CONFORMANCE WITH ACI 318. DRAWINGS SHOWING LOCATION AND DETAILS OF THE PROPOSED AND CONSTRUCTION. ITEM SYMBOL VALUE CONSTRUCTION JOINTS SHALL BE SUBMITTED WITH REINFORCING STEEL SHOP DRAWINGS. 15. EXPANSION AND CONTRACTION JOINTS BETWEEN CONCRETE MEMBERS SHALL BE FILLED WITH APPROVED MATERIAL, 10. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS IN THE FIELD. ANY DISCREPANCIES SHALL BE HEIGHT ABOVE GROUND LEVEL h 25' BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. SEE SPECIFICATIONS FOR DETAILS. BASIC WIND SPEED (3 SEC. GUST) V � 130 ? 16. CALCIUM CHLORIDE SHALL NOT BE USED IN CONCRETE MIXES. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AVD PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTION,AND MISALIGNMENT, WIND EXPOSURE CATEGORY - ! B 17. REINFORCING BARS OR WELDED WIRE FABRIC SHALL NOT BE WELDED,TACK-WELDED OR USED FOR STRIKING AN ARC. 12. ALL DISTURBED AREAS SHALL BE PATCHED TO MATCH EXISTING ADJACENT FINISHES. I 1.00 WIND LOAD IMPORTANCE FACTOR 18. COLD WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI-306. 13. NO DEMOLITION WORK SHALL BEGIN UNTIL APPROVAL IS GIVEN BY THE OWNER AND ENGINEER. REFER TO PROJECT FOUNDATION SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. OCCUPANCY CATEGORY II 1 1. ALL FOUNDATION DESIGN, SOIL TESTING, SOIL CLASSIFICATION, AND BEARING CAPACITIES SHALL BE IN ACCORDANCE SUBMITTALS SURFACE ROUGHNESS - B WITH CHAPTER 18 OF THE 2015 INTERNATIONAL BUILDING CODE, 1. PRIOR TO PROCEEDING WITH THE WORK,CONTRACTOR SHALL SUBMIT THE FOLLOWING TO THE ENGINEER FOR REVIEW: F-�-- 2. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL HAVING A MINIMUM BEARING CAPACITY OF 1 TONS PER SQUARE A. MIX DESIGNS FOR ALL GRADES OF CONCRETE INCLUDING CERTIFIED TEST DATA ON STRENGTH OF SAMPLE BATCHES. FOOT. ADEQUACY OF THE SOIL SHALL BE VERIFIED BY A GEOTECHNICAL ENGINEER PRIOR TO THE START OF B. PLACING AND SHOP DRAWINGS FOR ALL REINFORCING STEEL. 3 CONSTRUCTION. SEISMIC LOAD 4. MAXIMUM SLOPE BETWEEN BOTTOMS OF FOOTINGS SHALL BE ONE VERTICAL TO TWO HORIZONTAL. 2. REVIEW OF SHOP DRAWINGS BY THE ENGINEER IS ONLY FOR GENERAL COMPLIANCE WITH DESIGN INTENT. REVIEW OF THE DRAWINGS DOES NOT RELIEVE THE CONTRACTOR OF COMPLETING THE WORK IN ACCORDANCE WITH THE 5. THE DESIGN, ADEQUACY AND SAFETY OF BRACING, SHORING OF TEMPORARY SUPPORTS, ETC., IS THE SOLE DRAWINGS AND SPECIFICATIONS. CONTRACTOR WILL ALLOW A MINIMUM OF 10 WORKING DAYS FOR REVIEW OF ALL ITEM SYMBOL VALUE title RESPONSIBILITY OF THE GENERAL CONTRACTOR. SUBMITTALS, FOLLOWING RECEIPT BY ENGINEER. 6. ALL FOOTINGS SHALL BEAR AT OR BELOW MINIMUM BEARING DEPTH OF 3'-0" BELOW FINISHED GRADE. 3, SUBMIT THE FOLLOWING TO THE ENGINEER FOR RECORD PURPOSES: IMPORTANCE FACTOR le 1.00 GENERAL NOTES 7. NO BACKFILLING OR COMPACTION AGAINST WALLS SHALL BE DONE UNTIL THE CONCRETE HAS ATTAINED FULL A. RESULTS OF CONCRETE SPECIMEN COMPRESSIVE STRENGTH TEST,SUBMIT WITHIN 48 HOURS OF TESTING. OCCUPANCY CATEGORY - II & LOADING STRENGTH AND SUPPORTING SLABS ARE IN PLACE OR WALLS HAVE BEEN ADEQUATELY BRACED. SS SS .154g 8. FOOTINGS SHALL BE LOCATED SUCH THAT THE WALLS/COLUMNS ARE CENTERED, UNLESS NOTED OTHERWISE ON PLAN. S1 S1 .0568 9. DO NOT INSTALL FOOTINGS IN WATER OR ON FROZEN GROUND, SEISMIC DESIGN CATEGORY - B 10. CONTRACTOR SHALL VERIFY ALL ELEVATIONS AND POSITIONS OF EXISTING FOUNDATIONS AT OR ADJACENT TO NEW + CONSTRUCTION AND SUBMIT FIELD SKETCHES AS MAY BE REQUIRED FOR ARCHITECT/ENGINEERS' APPROVAL BEFORE SITE CLASSIFICATION D + drawn by: JR STARTING ANY FIELD WORK. 11, FOUNDATION EXCAVATIONS SHALL BE CHECKED AND APPROVED BY A QUALIFIED GEOTECHNICAL ENGINEER OR RESPONSE MODIFICATION FACTOR R 6.5 checked by: TM CL INSPECTOR PRIOR TO THE PLACEMENT OF ANY CONCRETE. CONTRACTOR SHALL NOTIFY GEOTECHNICAL ENGINEER OR SEISMIC RESPONSE COEF. - .025 scale: AS NOTED INSPECTOR WHEN INSPECTION OF EXCAVATION IS READY, GEOTECHNICAL ENGINEER OR INSPECTOR SHALL SUBMIT LETTER OF COMPLIANCE TO OWNER. .2uproject number: 10002 12. ALL UNSUITABLE FILL MATERIAL SHALL BE EXCAVATED AND REPLACED AS ENGINEERED FILL, scaled inch u 13. ENGINEERED FILL SHALL BE PLACED IN EIGHT INCH LOOSE LIFTS (MAXIMUM) AND SHALL BE COMPACTED WITH sheet number o VIBRATORY ROLLERS. FILL MATERIAL SHALL BE TESTED BY MODIFIED PROCTOR DENSITY METHOD (ASTM D1557-78) AND U MUST QUALIFY AS SELECT, WITH LESS THAN 10% PASSING THROUGH NO, 200 SIEVE, SOIL SHALL BE PLACED WITH BUILDING B MOISTURE CONTENT AND ENERGY TO PROVIDE 95% OF MAXIMUM DRY DENSITY. IN PLACE DENSITY TESTS SHALL BE o TAKEN FOR EACH 10,000 S.F. IN EACH LIFT. NO TESTS SHALL BE PERMITTED TO FALL BELOW 92% COMPACTION. 0 14. THE TESTING LAB SHALL SUBMIT COMPACTION REPORTS FOR ALL FILL TO THE ENGINEER PRIOR TO REQUESTING a� FOUNDATION INSPECTION. m 9 �C DBILI, f , SECTION 1704 SPECIAL INSPECTIONS AND TESTS,CONTRACTOR RESPONSIBILITY AND 1704.4 Contractor responsibility. 1705.3 Concrete construction. 1705.6 Soils. STRUCTURAL OBSERVATION Each contracto• respcnsib a for the Construction of a main wind- or seismic forceresisting system, cesignated Soecial Inspectons and tests of ronni-ete ronstrurtirn shall be performed in arrordance with this sprtion anti Special Inspections and tests of existing slip soil conditions, fill piarpment and Irad-hparincg requirements shall seismic system or a wind-or seismic force-resisting component listed in the statement of special Inspections Table 1705.3. oe performed in 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 buliding offida,'and the owner or the owner's authorized construction documen!s prepared by the registered des!gn professloneis shall be used to determine compliance. Special inspections and tests, statements of special inspections, responsibilities of contractors, submittals to the agent pr or to the commencement cf work on the system or component.The conirector'3 statC ncnt of Exception: Special inspections and tests shall not be required far: During fil place-nest, the special inspector shall verify that proper materials and proceCures are used In B E ATTY HARVEY COC O building offic,'al and structura observations shall meet the applicable requirements of this section. responsibility sha I contain acknowledgement cf awareness of the special requirements contained In the accordance with tie provisions of the approved geotechni;.al report. A R C H I T E C T S , L L P statement of special Inspections. 1. Isolated spread concrete foolings of buildings three stories or less above grade plane that are fully supported NEW YORK I MARYLAND 1704.2 Special inspections and tests, on earth or rocs. Exception: Where Sertinr 1803 doles not require reporting of materials and pronedt:res for fill piarement, the 1300 Wait Whitman Road, New York, 11747 +A Where 2ppiication is made to the building official for construction as specitied 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 A p: (631)300-1010 owner's authorized agent, other than the con:Tactor, shall employ one or more approved agencies to rovide it addition to the submlttal of reports of s gclal Ins,ectlons 2nd tests in accordance with Section 1704.2.4, 2, Continuous concrete footings supporting wail^ of buildings three stories cr loss above rue lane that arc maxim.im d density at optimum moisture content determined in accordance with AS 557. + owner/developer 9 � p Y p g- Pp- 1' g pP 9 � �� g 'd p dry Y F TM D1 , special Inspect,ons and tests during ronstnirtion on the types of work specified in Section 1705 and identify the reports and certificates shall be submitted by the owner or the owner's outhcrized agent to the building official for fully supported )n earth or rack where: approved agencles to the buliding 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 Conifer Realty by the building of`icia!that arc identified in Section 110. 2.1. The footings support wars of light-frame construction. 1000 University Avenue Suite 500 1. Certificates ofcom ilancetor the fabrication of structural, load-bearing or lateral load-resisting members or TYPE CCNTINUCIUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTION Rochester, NY 14607 p g g Exceptions: assemblies on the prem ses of a registered and approved fabricator in accordance with Section 1704.2.5.1. 2.2. The footincs are designed in accordance with Table 1839.7. 1. vedfy materials belovv shallow/foundations are adequate to _ k 585.324-0500 achieve the design bearng rapacity (neer X 1. Special Inspections and tests are not required for construction of a minor nature or as warranted by conditions 2. Certificates of compliance for the seismic qualification of nonstructural components, supports and attachments 2,3. The st,uctural design of the footing Is based on a specified compressive strength, Cc, not more than 2,500 Verify excavations are extended b p,opar depth and have Civil en ruched proper material g In the jurls diction as approved by the building official. in accordance with Section 1705.13.2, pouids per square lick (psi)(17.2 A1Pa) regardless of the compressive strength specl`ied in the appro✓ed 3. aerform dassif catior and tast ng of compacted fill materials - X LKMA construction do:uments or used in the footing construction. 4 Ved'y use of proper materials.densities ant IIR thicl,nesses x _ 437 8.405 �„ , �„ i „ „ S durin lacernmt and compac:ior of compacted till 2. Unic�3 otrerwi3c rcquircd b� the building offclal, .,pecla ln�pection„ and tests are not required for Group L 3. Certli7cates of compliance for designated sefsf;?!r:sy�srem.. In a:,cprdance>,vittt Section 1706.13.3. South Country Road tenor to placemant of compacted fill, inspect subgrace anc ver- x Brookhaven,NY 11719 occuparcies that are accessory to a residential occupancy Including, but not limited to, those listed in Section 3. Nonst'uctural concrete slabs supported directly on the grounC, inc'uding prestressed slabs on grade,where `v thet ate las been prepared properly. - 312.1. 4. Reports of preconstructior tests for shotcrete In accordance with Section 1938.5 the effective prestress In the coic-ete Is less than 150 psi (1.03 M11a). 631.286.8668 1705.11 Special inspections for wind resistance. 3. Special Inspections and tests are not required for portions of structures designed and constructed in 5. Cwtificatos of compliance for open web steel joists and joist girders In accordance with Section 2207.5. 4. Concrete foundation wal's constructed in accordance with Table 1807.1.6.2. Special inspections for wind resistance specified In Sections 1705.11.1 through 1705.11.3. unless exempted by m.e.p. &f.p. arrardaire with the rold-formed steel light-frame ronstrurtion prrvisirns of Section 2.211.7 or the ronventional the exceptions to Section 1704.2, are required for buildings and structures constructed in the following areas: M/E Engineering, P.E. BB light-frame construction orovlsions of Section 2308. 6. Reports of material properties vefirying compliance with the requirernents of AWS D1.4 fo- weldability as 5, Concrete pat'os. driveways and sidewalks,on grade. �g 150 North Chestnut Street specitied In Section 26.0.4 of ACI 318 to reintorcing bars in concrete complying with a standard other than 1. In wind Exposure Category B, where Vasd as determined In accordance with Section 1609.3.1 is 120 miles per -T Rochester,NY 14604 4. The contractor is permitted to employ the approved agencies where the contractor is also the owner, ASTM A706 that are to be welded; and 1705.3.1 Welding of reinforcing bars. 585.288.5590 Special lnspectlons of welding and qualifications of special lnsoectors for reinforcing bars shall be in accordance hour (52.8 m/sec) or greater. 1704,2.1 Special Inspector qualifications. 7, Reports of mill tests in accordance with Section 20.2.2.5 of ACI 318 for reinforcing bars complying with ASTM with the requirements of AWS D1.4 for special Inspecr'on and of ANS D1.4 for special Inspector qualification. structural engineer Prior to the start of the construction,the approved agencies shall provide written documentation to the bulld!ng A615 and used to resist earthgjake-induced flexural or axial forces in the special moment frames, special 2. In wind Exposure Category C or D, where Vasd as determined in accordance with Section 1609.3.1 is 110 mph official demoistrGtir the competence and relevant experience or training of the special Insoectofs who will structural wa Is or coupling beams connecting special structural v�ralls of seismic force-resistin systems In 1705.3.2 Material tests, (49 misec)or greater. TDM Consulting Engineering 9 Pe p 9 p P 9 g P 5 i' 550 North County Road,Suite E perform the special inspections and tests during construction. Experience or training shall be considered relevant structures assigned to Selsmlc Desran Cateoory B. C. D, E or F. In the absence of sufficient data or documentation providing evidence of conformaice to quality standards for Saint James, NY 11780 where the dOCurnented 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 testing actvitles for projects of similar complexity and material qualities. These qualificatlons are In addition to 1704.6 Structural observations. with the appropriate standards and cri:eria 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- qualitications s ecit ed In other sections of this code. Where required by the provisions cf Section 1701.6.1 or 170,1.6.2 the owner or .he owner's authorized ageit resisting system. Periodic special Inspection Is required for nailing, bolting, anchoring and other fastening of shall employ a registered design professional to perform structural observations. Structural observation does no` 1705.4 Masonry construction. elements of the main wind force-re sistin g system, including wood shear Ovalis, wood diaphragms, drag struts, The registered cfesign professional in responsible charge and engineers of record involved in the design of the induce or waive the iesponslbility lot the Inspections in Section 110 or the special inspections in Section 170r Ui Special inspections and tests of masonry construction shall be performed In accordance with the quality braces and hold-downs. project are permitted to act as the approved agency and their personnel are permitted to act as special other sect on of this code. assurance program requirements of TMS 4021ACI 530/ASCE 5 and TPJIS 602/ACI 530.1/ASCE 6. key Inspectors for the work cesigned by them, provided they qualify as special inspectors. Exception: Special inspections are not required for wood shear walls, shear panels and diaphragms, including Zj Prior to the commencement of observations, the structural observer shall submit tc the building ofrfclal a written Exception: Special ins ectlons and tests shall not be re uirec for: nailing, bolting, anciorin and other fastening to other elements of the main windforce-resisting system, where NORTH TRUE 1704,2,2 Access for special Inspection. statement Identifying the frequency and extent o°structural observations. p p p q g' g g g y The construction or work for whicr special inspection or testing Is required shall remain accessib;e and exposed the fastener spacing of the sheathing is more than 4 inches (102 mm) on center. for speclal Inspection or testirg purposes until completion of the required special Inspections or tes's. At the conclusior of the work included in the permit, the structural observer shall submit to the bulldirg official a 1. Empirically designed masonry, glass unit masonry or masonry veneer deslgied in accardanoe with Section + wrlttei statement that the site visits have been made and Identify any reporteC deficiencies that,to the best of 2109,2110 or Chapter 14, respectively, where they are part of a structure ciassined as Risk Category I, 11 or III. 1705.11,2 Cold-formed steel Ilght-frame Construction. Periodic special inspection is required for welding operations of elements of the main windforce-resisting system. 1704.2.3 Statement of special inspections. the structural observer's knowledge, have not been resolved. 2. Masonry foundatior wa is constructed in accordance wish Table 1807.1.6.3(1), 1807,1.6,3(2)1, 1807.1.6.3(3) or Periodic special inspection is required for screw attachment, bolting, anchoring and other fastening of elements Ilipme The applicant sha I submit a statement of special inspections In accordance with Section 107.1 as a condition for permit Issuance. This statement sha I be in accordance with Section 1704.3. 1704.6.1 Structural observations for seismic resistance. 1807.1.6.3(4). of the main windforce-resl sting system, including shear walls, braces, diaphragms, collectors (drag struts) and ■� '° Structural observations sl•ai be provided for those structures assigned to Seismic Design Category D, E or F hold-downs. Exception: A statement of speciaf inspections Is not required for portions of structures designed and constructed where enc or more of the following conditions exist: 3. Masonry firepla:,es, masonry heaters or masonry chimneys installed or constructed in accordance with o In accorcance with the cold-formed steel►igllt-frame constriction provisions of Section 2211.7 or the Scctien 2.11, 2112 or 2113, respectively. Exception: Special Inspections are not required for cold-formed steel light-frame shear walis and diaphragms, ronventiomil lirgit-frame construrtion provisions of Section 2308. 1. The structure Is clessitled as Risk Category III or IV. including screwing, bolting. anchoring and other fastening to components of the windforce resisting system, 1705.4,1 Empirically designed masonry, glass unit masonry and masonry veneer in Risk Category IV. where either of the following applies: 1704,2,4 Report requirement. 2. The height of the structure Is greater than 75 feet (22 850 mm) above the base as defined In ASCE 7. Special Inspections and tests for empirically designed masonry, glass unit masonry or masonry veneer designed Approved agencies shall keep records of special inspections and tes's.The approved agency shall submi: in accordance with Section 2109, 2110 or Chapter 14, respectively. where they are part of a structure classified 1.The sheathing is gypsum board or fiberboard. project reports of special nspections and tests to the building official and to the registered design professional in 3. The structure is assigned to SOsmic Design Category E, is classified as Risk Category I or II, and is greater as Risk Category IV shall oe performed in accordance with TMS 402/ACI 530/ASCE 5 Level B Ouality responsible charge. Reports shall indicate that work inspected or tested was or was not completed in than two ctor/es above grade plane. ASSUrance. 2. The sheathing is wood structural panel or steel sheets on only one side of the shear wall, shear panel or VINEYARD VIEW conformance to approved construction docurrents. Discrepancies shall be brought to the immediate atten'ion of diaphragm assembly and the fastener spacing of the sheathing is more than 4 inches (102 mm) on center(o.c.). the contrirtor for correction. If they are not rorrerted, the disr,rppandpo, shall by brought to the attention Cf the 4. Wren so designated by the registered design professional responsible for the structural design, 1705.4,2 Vertical masonry foundation elements. � building off,'clal and to the registered design p,ofessi'onal In responsible charge prier to the completion of that Special Inspections and tests of vertical masonry foundation e,ements sha'I be performed in accordance with 1705.11.3 Wind-resisting components. -I- phase of the Work. A final report documenting required specle,/rspections and tests, and correction cf any 5. Wren such observatior is snecifically required by the buliding officlai. Section 1105.4, Periodic special inspection is required for fastening of the following systems and components: + Count Road 48 disc-epanc es noted in the Inspections or tests, shall be submitted at a point in time agreed upon prior to the start Y of work ty the otuner or tie owner's authorized agent to the building official. 1704.6,2 Structural observations for wind requirements. TABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION Greenport, NY 11944 Structural observations sial be provided for those structures sited where Vasd as de'ermined in accordance lriith 1. Roof covering, reef deck and roof framing connections. 1704.2.5 Special Inspection of fabricated items. Section 1609.3.1 exceeds 110 m h 49 misec), where one or more or the following conditions exist: CONTINUOUS PERIODIC SPECIAL REFERENCED IBC seal p P p ( g TYPE SPECIAL Where f2brication of structural. io2d-bearing cr lateral load-resisting members or assemblies is being conducted INSPLUICN INSPECTION STANDAFDa REFERENCE 2. Exterior wall covering and wall connections to roof and floor diaphragms and framing, ��pF NEW yO on the premises of a fabricator's shop, spoclar Inspections of the fabrlcated o.,"s shall be performed durirg 1. The structure is classified as Risk Category III or iV. 1 inspect reinforcer-cert inctuding prestressing _ X ACi 318 Ch 20. 25 2 19084 ,`� p,5 MIR,q fabrication. tendons and rerfv placemen:. 25 3. 2f,6 1-2f;f,3 O� 6j, 2 Rcin`orcingbar v:cldng _ ,`Z 2. The building hafghi is greater than 75 feet (22 860 mm;, a Verify vlOdability of reinforcing bars �r Exceptions: other than ASTrA A706 X A'M",S D 14 b sin le pass fille:welds. maximum ACI 318:2L 6.4 3 Inspect 1'VI-en so designated by the registered design professional responsible for the structural design. ,, P aid x ts'. 1. Special lnspect;ons during fabrication are not required where the fabricator maintains approved detailed c. inspect all other welds x fabrication and cluality control procedures that provide a basis for control of the workmanship and the fabricator's 4. Wren such observatior Is soecificaliv requirec by the buliding officiai, 3. Inspect ancho�s cast In concrete - X ACI 318 n 8 2 ability to conform to approved constructicn documents and this code.Approve', shall be based upon review of 4 inspect ancho's post-InstaileC In har�.ered � ����t fabrication and quality control procedures and periodic inspection of fabrication hracti:es by the building officia'. SECTION 1705 REQUIRED SPECIAL INSPECTIONS AND TESTS wilut-te nietrrbe a e a Adhesive anchors installed in iorizontally or upwardle inclined orientations to resist ACI 318 17 8.2 4 2.Special fns ectiors are not required where the fabricator is registered and a rcvc-d in acccrdance with 1705.1 General. sustainad:ension loads. x P q g pp E--I- Sectioi '704.2.5.1. Special Inspections and tests of elements and nonstructural components of buildings and structures shall meet b Mechanical anchors and achesive anchors tie app scab a requ rements of this se:tion. ,rut!entad lit d r X ACI 318: 17 2 2 - issued date description 1704.2.5.1 Fabricator approval. 5.Verify use of required design mix - X ACI Jt0 Ch 19 lsoa 1, lsoa 2 1 03/15/19 Issued For Construction Pp 26 4 3 26 J 4 •903 2 1908 3 Special inspections during fabrication are not required where the work is done on the premises of a fabricator 1705.1.1 Special cases. r, p-lorto corcror,placemen:,fabri:ate spec/- ASTh1 Z 172 reg shred and approvec to perform such work without special Inspection. Approval shall be based upon review Special inspections and tests shall be required for proposed work that is In the opinion cf the building official, mens for strength tests. perform Slump and a r x - ASTM C01 1900 10 of the fabrcator s written procedural and quality control manuals and periodiccontent tests,and d=-te-rnhe the temperat.tre of A�131E-26.4 20.12 auditing of fabri�a'ion 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 enc stotcrete placement far 17Q5 6 19)8 7 ti 04.5 1. Construct materials and stems that are alternatives to materials and stems rescribed b this cote. proper rr q X - ACI 318 26.5 to the owner or tie owner's authorized agent for submittal to *he bui;d6lg officio!as specitied h Section 1? y y p y ro ¢r a:.1ication techni yes. 1900 0 stating tiat the work was performed in accordance with the approved construction doctfrnents. e verlfi maintenance of=�,ecified c.tring tem. _ x ACI 318 26 5.3-26 5 5 1908.5 rprihrrp and tPchninnae 2. Unusual cesign applications of materials c'escribed in this .ode. 9 Inspect prestress=d:orcrete for 17104.3 Statement of special inspections. a Aaplication of prestress ng forces and x - ACI 318 28.10 Where speclal inspections or tests are required by Section 1705, the registered design professional in 3. r✓late-lals and systems requlred tn he installed In acrrrdanre with additional manufacturer's iis'rtirtiors that I, Grouting of bolded prestressing ondons x - responsible charge shall prepare a statement of speclal Inspectfons In acccrdance with Secticn 1704.3.1 for prescribe requirements not contained In this code or in standards referenced by this code. 10 Inspect erection of ore:ast concrete members. - X ACI 3'8. ;h 2E 8 - 11 Veriry in-s to ionerete strength prior tc stress- subm ttal by the applicant In accordance with Sec'ioi 1704.1.3. ing of tendon<-In post-tensioned:oncrete end _ X AC 1 318 26 112 - 17052 Steel construction. prior to removal of sioras and fomes from Exception: The statement of special inspections is permitted tc be prepared b a qualified person approved b The s ecle1 ins ectlons and nondestructive testis of steel construction In buildings, structures, and portions teams and form ural slags p p Y p pp Y p p g g p 12 Inspect formwort for shape dottier and the building official for ronstrurtion not designed by a registered design professioral. tiereof shall be in accordance with this section. din,ens ons of the concrete member being - x ACI 31& 26.1. 1 2fbr - formed+ 1704.3.1 Content of statement of special Inspections, Exception: Special inspections of the steel fabrication pro,- shall not be required where the fabricator does + The statement of special lnspections shall Identify the following: not perform any weldinc, tiermal cutting or heating operation of any kine as part of the fabrication process. In For 51. 1 Inch=25 Amm such cases, the fabricator shat be required to submit a detailec procedure for material control that demonstrates a Where app icable see also Section 17C5.12 Special inspections for seismic'es stance 1. The materials, systems, components and work required to have special insp6crlors or tests by the b:lildtng tie fGbrlcator'a b. Specific requirements for special Inspection scall be included in the researh•apart for the an:hcr issued by an approved source in accordance with ability to maintain suitable records and procedures such :hat, at any time during the fabrication 11.b.2 in ACI 31 e. or other qualittcatlor procedures.brier?specitic requirements are not provided speclal Inspection requirements shall be specitied by official or by the registered design professional responsible fcr each portion of the work. process, tie material specificatioi and grade for the main stress-carrying elements are capable of being tie registered design professional and shell be approved by the bulldin3 official prior to the commencement of the v,,ork. determiied. M II test reports shall be Identifiable to the main stress-carrying elements when required by the title 2_ The type and extent of each speciaf InspeSpecial ction. approved construction docum6nts. Wood construction. SPECIAL Special lnspections or prefabricated wood structural efenterlts and assemblies shat' be in accordance with 3. The type and extent of cath teat. 1705.2.1 Structural steel, Section 1704.2 5. Speclal lnspectlons or sltebullt assemblies shall be In a:,cordance with this section. Special lnspectlons anti nnn:festrturtive testinrg of structural steel elements In bulic'ings, structures and prrtinns INSPECTION 4. Addltioral requiremerts for special lnspectlons or tests for seismic cr wind resistance as speclfled In Sections tiereof shall be In accordance with the quality assurance InspectIDn requirements of AISC 360. 1705.5.1 High-load diaphragms. 1705.11, 1705.12 and 1705.'3. High-load diaphragms designed in accordance with Section 23C6.2 shall be installed wi'h spec,alInspections as REQUIREMENTS Exception: Specie!Inspection of railing systems composed of structural steel elements shall be limited to irdicated In Section 1734.2. The specia' Inspector shall inspe:,t the wood structural panel sheathing to ascertain 5. For eaci type of special Inspection, identification as to whether it will be continuous speclal Inspection, we diig Inspection of welds at [tie base of cantlevered rail posts. whethar it is of the grade and thickness shown on the approved construction docurlents. Additionally, the special ppr'odir special inspection or performed In accordance with the notatirn used In the referenced standard where Irspector must verify tie nominal size of framing members at adjoining panel edges, the nail or staple diameter the Inspections are defired. aid length,tie lumber of fastener lines and that the spacing between fasteners In each line and at edge margins agreas with the approved consiructlon documents + 1704.3.2 Seismic requirements in the statement of special inspections. +G drawn by: JR Where Sectiun 1705.12 or 1705.13 specifies specia lnspectlons cr tests for SeISrnIC resistanGe, the statement of 1705.5.2 Metal-plate-connected wood trusses spanning 60 feet or greater. special fnspectrens shall Idertify the designated seismic systems and seismic force-resisting systems that are Where a truss clear span Is 60 feet(18288 mm) or greater,the special inspector shall verify that the temporary checked by: TM subject to the special inspections or tests. irstaliation restlainUbracing and the permanent individual truss member restraint/bracing are installed in accordance wih the approved truss submittal package. scale: AS NOTED 1704.3.3 Wind requirements in the statement of special Inspections. U Where Section 1705.11 specifies specia;Inspection for wind resistance, the statement of special lnspections project number: 10002 U shall /dent fy the main w'ndforce-resisting systems and wind-resisting components that are subject to special scaled inch ¢` inspections. 0 sheet number U O z BUILDING B 0 + + - + + + + + + 20 • 8 9 0 i' 108'-q" BEATTY HARVEY COCO ARCHITECTS , LLP 14'-51" 21'4 " 36'-14" 21'41" 14'-5 NEW YORK I MARYLAND 9'-2 " 4'- 1300 Walt Whitman 1New York, 11747 91-011 9r_Or! : (631 300-1010 co owner/developer — •,f— - -- - - - - :i F2.5 F2.5 f2.5 F2.5 - ---- ,,.-.-- -- -- - Conifer Realty 7777 y: ; ....' 1000 University Avenue Suite 500 - - - - - - - -- -- - - -- -- - - -- -- -- -- - - -- - - - - - - -- -- - F' — -- - - - - :ice►': ■ ■ ;..,.:.T:> `:• ■ -- --- - - - - - - Rochester, NY 14607 1 ❑ ❑ ❑ r „• :� .ti+ i s - 4 .�• ,L 585.32 0500 i _ 'r T •T :f ( its '. in ' I I civil engineer I r I LKMA 437&405 7777-77777777, :c. •�' I I I ( r South Country Road IL- T - -- - - - - -- -'- - - - —1 - - - -- - - - - -- - - -- - 'T• "� I I ( I Brookhaven, NY 11719 631.286.8668 m.e.p. &f.p. M/E Engineering, P.E. �B 2'-4 I I :_ 4 B 150 North ChestnutStreet " I I I o I I o i I I I o I I - Rochester, NY 14604 — 585.288.5590 I I I NEW 4" CONC. SLAB W/ ( I NEW 4" CONC.SLAB W/ J WWM 6x6 I W4.Ox4.0 OVER WWM 6x6 W4.Ox4,0 OVER �-— I I structural engineer 6 MIL. POLYETHYLENE 6 MIL, POLYETHYLENE VAPOR BARRIER ON I I I I ( I VAPOR BARRIER ON ( I I I TDM Consulting Engineerin i I COMP.SUBGRADE I I ■ I i I COMP, SUBGRADE I I ( I 550 North County Road,Suite? (T.O.S, EL.=0'-0") ( I ( I I I (T,O,S, EL,=0'-0") I I I I Saint James, NY 11780 i I I I I I 631.686.5234 I r- - -- - - - - -- --- - -- - - I I I I r — - - - - - - - - - - - - - - --� I I o I I I I I I 9 I I I � I ��' key r- - -- -- - - -- --- - -- --I I I I I r - --- - — — — —— — — —— — — — — -- TRUE NORTH ly: l I I I i I I I I I i I ' I -8 ■ I I ( I 14t_c'rron "2 2'•0" 19'-3" 2'-0" 2'-0" 2'-0" 19'-3" 2'-0" "2 k 2'-01' .3'. r ■ — o Oo HAUNCHED SLAB TO ALIGN W/ I I I I HAUNCHEDSLAB TO ALIGN W/ I :1 :•::;,• LOAD BEARING WALLS & SHEAR WALLS I I I I I I LOAD BEARING WALLS & SHEAR WALLS 1 I L — ?r I I I COORD. LOCATIONS W/ARCH. DWG'S I I I I I I COORD. LOCATIONS W/ARCH, DWG'S (INN project VINEYARD VIEW Rr °-� County Road 48 I i I I I I I I I I I I Greenport, ort, NY 11944 a 4 L -, �•— ---1- - - - - - --- - - - - - - - - - - - - - - -- ---- - - 1---L — —� ■ - — — P y - - - -- - - -- -- J r r I I LN I •, I � A R q .•Yv N 1• •L fV ";•�! I I �iw I .�t l ! i =a—. a; a�> .'�7:' J •i2i e µ'ti• �L t, r _ Cy") 17 r- Q " Kv 4 T •M i� ori .t. Y l . ..: .. •. .a. '.•'. i ..;i.....,..'. .�. t9 016 t 'f' M' 7� ..r .•t1 2. 6 1 9 F 5 F z. - F2.5 F 2. 5 A C O : f• ■ ,.,1 ••i',• Z 2:00` r■• v ,�L . O S S V r •x i F2.5 :r" F F .'• 2.5 F2. 2. •t, •t r' \ Y issued date description ) F2.5 F2.5 1 F2.5 ]—F2.5 F2,5 F2.5 1 03/15/19 Issued For Construction 1'-9" 101-11 11 11 -9" 4-B� 10'-114-' 2'-5 5'-2" 3'-10" 1101-02 10'-4' 10-0 3'-10" 5'-2" 2 -5 10'-1 1 J 4 -8 l r_9.. 10'-1 1 J 2'-0" 14'-5 1. 23'-31" 2 37'-4" 23'-3 " 14r_ rr 2'-0.. S-2.00 JY� FO U N DATIO N PLAN_ SCALE:3/16" =1'-0" title NOTES: 1, REFERENCE ELEVATION =0'-0" AT TOP OF GROUND FLOOR SLAB, FOUNDATION PLAN 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, 4, FOR FOOTING SCHEDULE AND TYPICAL FOUNDATION DETAILS, REFER TO DRAWING S-4,00. 5. FOR PIER DETAILS, REFER TO DRAWING S-4,00, + drawn by: JR checked by: TM scale: AS NOTED U project number: 10002 s scaled inch Q 0 sheet number U O Z BUILDING B 0 x 0 a� S1 + - - - + - �- - + 9 Soo 00 a 014 108-6 BEATTY HARVEY COCO ARCHITECTS , LLP 14'-51" 21'-4 " 36'-14" 21'-4 " 14'-51" NEW YORK I MARYLAND 11 1 1, " 1300 Walt Whitman Road, New York, 11747 F� 4'-3�" 5'-111" 4'-3�" 3'-3�" 5'-111" 3'-11" 5'-112" 3'-q" 6'-31" 6'-0" 3 "1 6'-0" 3'-1k 6,-0„ 6'-34.13 -0 5 -111 3 -1 5-111" 3-3 4'-31 5'-1 1 4 -3� p: (631)300-1010 Lowner/developer H 1 H 1 sz.oi _ H 1 H 1J P @I _ Conifer Realty _ H1 H1 _ _ H1 H1 - H1 H1 H1 H1- - - - - - - 1000 University Avenue Suite 500 14'-5 x t F, x — — — — Rochester, NY 14607 14'•5 " 585.324-0500 SW-4I = C j NI I V I Lf7 SW-4 O I xC%J NI I ieIry NI O LO N - x N x N ►n ( civil engineer N N .- LKMA H2 H 2 H 2 437 &405 South Country Road CV 37'-11 C'4 Brookhaven, NY 11719 631.286.8668 SW-3 ■ 18'-5J" 18'-5 " m.e.p. &f.p. co M/E Engineering, P.E. �- L" 2'4j" `I e 2' 4 " �, i R 150 North ChestnutStreet C) "'r Rochester, NY 14604 585.288.5590 N� 4 cv� structural engineer M 18" FLOOR TRU S sz.oi 18" FLOOR TRU S 24" o.C. TDM Consulting Engineerinq� �^ 24" O.C. 550 North County Road,Suite Saint James, NY 11780 iv 18"DEEP GIRDER TRUSS 18" FLOOR TRU 18" FLOOR TRULS 18" FLOOR TRULS 18" FLOOR TRULS 18"DEEP GIRDER TRUSS N 631.686.5234 10'•10 " 224" O.C. a 24" O.C. @ 24" O.C. 24" O.C. ■ SW-8 SW-8 s2.U1 Hke .' y c� In In rn v, H1•- r`� en ea O) 3 e— W LO3 ' 3 H TRUE N to ■ et °C ■ NORTH OPEN OPEN 471) a LO M I � W M � r W r O 15'-11 " 1' 15'-11 man 2'-0" 18"DEEP GIRDER TRUSS 18"DEEP GIRDER TRUSS 18"DEEP GIRDER TRUSS 4 SZ'01 18"DEEP GIRDER TRUSS � M 31" M x3t" H 18"DEEP GIRDER TRUSS 18"DEEP GIRDER TRUSS PSL POSTS(TYP), project .4x3jVINEYARD VIEW M � = PSL POSTS(TYP,) W OPEN OPEN ■ ,yLD "lyt + NOTE:GYPCRETE NOT W W NOTE:GYPCRETENOT REQUIRED ON END UNITS „ REQUIRED ON END UNITS County Road 48 SEE ARCH, 20-3 OPEN OPEN 20 3 SEE ARCH, Greenport, NY 11944 SW-2SW-2 SW-2 `' seal 447 et H1 H1 H1 H1 2 2 H1 H1 H1 H1 - ■ „ ��-OF P�Ew'k C? H1 H1 � � -- — fV (V i 37 -9 1 1 N1 c H 1 H 1 x I ■ cV SW-1 N I I x I N — — N ■ I I C� C3� I ■ (14 Q @J v N I I � 'd. I � I N M >< c H1 H1 H1 H1 H1 H1 >< I f V 3 " J'J No - 11 - 4'-1 1 2'-11 '- 21-7 3,2 27 1.11 4 _1„ .4'i3 2'-112'_2 2'_7 ■ 2' jj�2' " 2.72,_7N2'-11 3 �� 6„ r 21- 1.21J1 1 — I - I 0J C � 0FESS 2-4 L.0 " 4 '—___' -­­\ it 1" x 5IL Ll - Issued ._ d . x \ ate description X X _ _ _ _ _ _ _ S2.01 -� X X X 1 03/15/19 Issued For Construction 11-911 10'-14, 1 9 4'_8�It 10'-11 " 21.5 „ 9 O 10'-0 ° 3 10'_"1" 10'- „ '-0" 2'-5 10'-111" O 10-11 2'-0" 23 -3 37'-4- J. 23 -3 14'-5J 2'-0" 117'-31" T T SECOND FLOOR FRAMING PLAN- HEADERSCHEDULE SCALE:3/16" =1'-0" title NOTES: MARK MATERIAL SUPPORT EACH END CONN.AT SUPPORT 1. FLOOR CONSTRUCTIONSHALL CONSIST OF J" GYPCRETE OVER J" T&G PLYWOOD SUB-FLOOR ON H1 (2)2X10 (2)2X6 STUDS WOOD FLOOR TRUSSES. SECOND FLOOR H2 (2)1JX11JLVL (3)2X6 STUDS 2. TOP OF SUB FLOOR ELEVATION=10'-9" FRAMING P LAN 3. FIZZ111111111,61111111,M14 INDICATES WOOD STUD BEARING WALL. SEE PLAN AND SCHEDULE FOR SIZE AND SPACING. 4. ALL DIMENSIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS, 5, SW_ INDICATES WOOD SHEAR WALLS, SEE SCHEDULE AND TYPICAL DETAILS ON DRAWINGS S-3.00 -� drawn by: JR THRU S-3.10. checked by: TM J scale: AS NOTED U project number: 10002 m L scaled inch 0 sheet number U O z BUILDING B a N m O TgH C0 a .Yffl I , i I 108'-4" BEATTY HARVEY COCO A RC H I T E C T S , LLP 14'-3" 21'-4 " 36'-14' 21'-4 " 14'-3" NEW YORK I MARYLAND "� 1300 Walt Whitman Road, New York, 11747 A� 4'-34" 5'-111 4'-3 3'-3 " 5'-11 3'-1 5'-11 3'- 6'-3 6 1-0 11 12'-2 61-0" 6'-3 3' 3" 5' 111" 3'-11" 5'-11 3'-3 4'-3 5' 11 4'_3 � p: (631)300-1010 owner/developer H 1 H 1 sz,ot _ H1 H 1 _ Conifer Realty P PA niversity Avenue Suite 500 H1 111 — _ H1 H1 I Rochester,NY 14607 �`* I 14 l I I I 14'i3" I 585.324-0500 S , ■I I I I I i , s .4 I I I q l i "' civil engineer I / � I - -� - - - - -� - - - - -� -- - - - - i LKMA / _Hf H 2 437&405 Brookhaven, oad R NY 11719 4 37'-11 " \ I N / ` 631.286.8668 20'-8�" 18'-5 SW-3 18'-5 20'-4" 1 13' 3" I m.e.p. &f.p. M/E Engineering, P.E. LO q 150 North Chestnut Street 6 i 2,- -t-' Rochester, NY 14604 A■ / \ 585.288.5590 71"T I \ \ N 6 v Li / / I N� structural engineer M I O TDM Consulting Saint James, NY 11780 Engineering g o Mb ■ \ `\ c N o 550 North County Road,Suite o U ~ o o C6 o �� / = I N 631.686.5234 � � 1 D N C N , n 0 0 10-1 3 3 sw-s I / / I . ■ I \ \ I / SW-8 , , I �kr ,—�N key fQ� �N � I . \ \ 1C� � , '— r- H — - - - - - - - - - - - - - - - - - - - - - - - - - —$ - - - - — r- I NTRUE ORTH ■ cn � I M1 — — — — — — — — — — — — — — — — — — — 1 lM 20 p I ♦ I � ;a. 3 / \ / I i I i \ I �\ I / \ // I / i project I I , VINEYARD VIEW � - - - - M C J .�— "� County Road 48 I \ 20'-31�„ I // �` 20'-3° / i \ I' Greenport, NY 11944 '� / SW-2 I SW-2 / \\ I"' seal I ` H2 ' / \ I H2 ' I \ I F NEN ® � C? i1 0 - - �/ 37,-�,� �\ — — — — _ c - 11 c �@o 5 R1IRq®�0'P'� II H1 H1 H1 H1 H1 H1 Y I I I I I I �op 'OFESS�o��� L - - - - — - - - - J L - - - - - - - - L E I issued date description L - - - - - - - - - - — - - — - - — - - — -- — - - — - - - - - - -� ...� 3„ „ , 3" „ " 3., 3.. „ 1 03/15/19 Issued For Construction 2-7� 5'-11" 7 '2 6'-0° 10-1 5-3 2 -7 2 -4 2 -7� 2-4 2-7 2 - 2-7 2-4 2'-7 2-4 - -0 10-1 6'-0" 7 -2 5'-11" 2-7 ■ 5'-11" - ' " OUTLINE OF ROOF BELOV _ 23'-31 14'-53" " 2'-0" 14' 534 23-3� 7 4 2'-0 117'-3" T ROOF FRAMING PLAN- HEADERSCHEDULE 7- SCALE:3/16"r-V-0" title NOTES: MARK MATERIAL SUPPORT EACH END CONN.AT SUPPORT 1. FLOOR CONSTRUCTION SHALL CONSIST OF J" T&G PLYWOOD SUB-FLOOR ON WOOD FLOOR H1 (2)2X10 (2)2X6 STUDS TRUSSES, ROOF FLOOR H2 (2)1�X11�LVL (3)2X6 STUDS 2. INDICATES 2x6 WOOD STRUCTURAL WALL, FRAMING P LAN 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 THRU S-3.10. + drawn by: JR checked by: TM a_ scale: AS NOTED J J project number: 10002 U O L scaled inch Q sheet number 0 U O z BUILDING B a 0 m O H • o � v J"O ANCHOR BOLT @ 3'-0" O.C. J"O ANCHOR BOLT ,. @ 3'-0" O.C. _. PLYWOOD SHEATHING 3x3xi" PLATE PLYWOOD SHEATHING SEE SHEARWALL SCHED. WASHER SEE SHEARWALL SCHED. 3x3x " PLATET ��.kr _ WASHER - PLYWOOD SHEATHING SIMPSON TYPE SSP 2x6 STUDS @16" O.C. SEE SHEARWALL SCHED. #4 BARS @ 2'-0" O.C. SIMPSON TYPE SSP 1 PREMOLDED STRAP AT EACH STUD EACH WAY STRAP AT EACH STUD FILLER 4" SLAB ON GRADE ">� ANCHOR BOLT 3x3x " PLATE 1" PRE-MOLDED BEATTY HARVEY COCO WASHER 4" SLAB ON GRADE 4" SLAB ON GRADE FILLER A R C H I T E C T S , L L P W•W•F• @ 3'-0" 4" SLAB ON GRADE FIN, GRADE L FIN. GRADE NEW YORK I MARYLAND q T.O. SLAB T.O.GRADE T.O.SLAB T.O. GRADE T.O.SLAB 1300 Walt Whitman Road, New York, 11747 — E1.=0' 0" EL. SEE ARCH. II ° ° EL.=O'-0" p: (631)300-1010 x x—�c x—x—x—x r—X—x—x—x=x�x—X EL.=O'-0" EL.=SEE ARCH. •_ ° ;k—x—x-�—x x I x x—+-x—X—x° II ° x x—x—x—x—X—x ° ° I ° a - � II ° owner/developer ° ° a JI ° �� d r , a II - ` ` - - Y T � a ,, , _ _ _ _ _ ,� Conifer Realty �I 2 I 1000 University Avenue Suite 500 6" CRUSHED a _s _ - _— —i i � v r ri=i i r— i ,_ —I I —III—I .iii—iii—i i ° i i i IN #5 @ 1 2" - _ _ _ _ — — - ,y ��-, ,¢�r, ,� �- Rochester,NY 14607 STONE I III„III_ ° =III= =� III- = —I — —III y _Y _ _ _— —_ ¢_ 585.324-0500 III- _-_ I_ :III=I —I =I I—I —I III III=I —I —III—I III=I i I=III=III=I 1=I I- 6 CRUSHED STONE COMPACTED I—I 11_ _I 1 (=I 2#5 BARS CONT. — ° I—I I —III—I I —I I I—I 1I- SUBGRADE 1Z 'III 11 I I I— I III =1 #5 @ 10” O.C. — 6" CRUSHED #4@12" III— ( III III #5 @ 12" — — — = civil engineer _ — —III—III -I I If STONE (I I II STONE a o —III=I I LKMA — 2'-0.. 3#4 CONT. b i— — �-, COMPACTED ° &40 12 `� 6 BACKFILL COMPACTED Brookhaven, NY Road 719 BACKFILL #4 @ 12 ° ° ° 631.286.8668 a ° ° M m.e.p. &f.p. ° ° ° ° a 3#5 BARS M/E Engineering, P.E. Y 14604 SECTION 1 °° 3#5 BARS 150 North Chestnut N Street SCALE:3/4"=1'-0" 5-2.00 ° =ME— I Roches st585 288.5590 I_—II #5 @ 12" O.C. #5 @ 12O.C. IIIII11I structural engineer g g 61COMPACTED TDM ConsultingRoade6" 8" 6" COMPACTED 1-8. BACKFILL 550ouuntySSutE 1'-8" BACKFILL Saint James, NY 11780 631.686.5234 SECTION (J SECTIONSCALE:3/4" =1'-0" 5-2.00 key SCALE:3/4"=1'-0" S-2.00 T RUE NEW 6x6 WOOD POST NORTH TYP. SIMPSON STRONG-TIE CB66 POST ANCHOR ■a■ ° a 4 0 i 1'-0"x1'-0" PIER W/4#5 VERT. BARS &#3 STIRRUPS @ 12" O.C. project ° z ° VINEYARD VIEW 0 Cl) +. a ° 0 o a a County Road 48 Greenport, NY 11944 W V „y seal pf NEW YO SEE FOOTING C_') ,S MIR4,6 SEE FOOTING SCHEDULE SCHEDULE FOR REINFORCEMENT °EI SECTION 4 ops .A SCALE:3/4" =1'-0" 5-2.00 ��FE"SS E E issued date description 1 03/15/19 Issued For Construction ff777 WIN 11 7 77 title FOUNDATION SECTIONS drawn by: JR checked by: TM scale: AS NOTED J Uproject number: 10002 scaled inch sheet number 0 U O U BUILDING B z 0 a + �- - + �- �- - + S2000 2-I- -.cc . a 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 Conifer Realty A 1000 University Avenue Suite 500 Rochester, 07 585.3232 4-05-0500 \-2X'T'RUSS BRACING. SEE civil engineer HGA10 @ 4'-0" O,C. TRUSS SHOP DWGS LKMA 437 8.405 South Country Road Brookhaven, NY 11719 PLATE T.O.TOP PLATE � TT O TOP PLATE_ 631.286.8668 T•O'ELOPSEE PLAN - M' EL.=SEE PLAN '4-' EL.=SEE PLAN m.e.p. 8.f.p. SIMPSON TYPE H2,5A SIMPSON TYPE H2.5A M15 Engineering, P.E. FASTENERP FASTENER �B 150 North ester, u Street T Rochester,NY 14604 DOUI3LE TOP PLATE SIMPSON TYPE H2.5A \\nUBLE TOP PLATE DOUBLE TOP PLATE 585.288.5590 FASTENER structural engineer TDM Consulting EngineerinL—Vrl� x g A 550 North County Road,Suite Saint James, NY 11780 631.686.5234 —W— 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 NORTH C� DOUBLE TOP PLATE T FASTENER TYPE H2.5A 2X6 STUDS AT 16" O.C. SIMPSON STRAP TIE " PLYWOOD SUBFLOORSCHED FOR NAILING SIMPSON STRAP TIE tEE PLYWOOD SUBFLOOR• I'EE PLYWOOD SUBFLOOR. MSTC28 @ EACH STUD SCHED FOR NAILING MSTC28 @ EACH STUD EE SCHED FOR NAILING (TYP.) SECTION A-A (TYP•) Ems T.0.2ND Fl,SUB FL. AJO.2ND FL.SUB FL. T.O.2ND FL.SUB FL. EI-,=SEE PLAN EL.=SEE PLAN EL.=SEE PLAN �o a 2x6 BAND JOIST LADDER TYPE TRUSS AT EXTERIOR WALLS a project SIMPSON LTP4 AT O.C, ALONG PLYWOOD 0 CPALONG PLYWOOD VINEYARD VIEW JOIIVT 18" DEEP FLOOR JOINT 18" DEEP FLOOR 18" DEEP FLOOR D� TRUSSES @ 24" O.C. TRUSSES @ 24" O.C. TRUSSES @ 24" O.C. T County Road 48 Greenport, NY 11944 seal pF NEW I.,NOTE: 1'p NOTE: SIMPSON HOLDOWNS TO BE INSTALLED AS SIMPSON HOEDOWNS TO BE INSTALLED AS NOTE: PER MANUFACTURER SPECIFICATIONS. PER MANUFACTURER SPECIFICATIONS. SIMPSON HOLDOWNS TO BE INSTALLED AS PER MANUFACTURER SPECIFICATIONS, 1 2 SECTIONSECTION 18" DEEP WOOD TRUSS GIRDER SCALE:3/4"=1 -0" S-32. 01 SCALE:3/4"=1 -0" SECTION 7il F FGSS''``y-' SCALE:3/4"=1'-0" 01 -r E 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 I � SECTION `} (3)2X12 WOOD GIRDER SCALE:3/4"=1'-0" S-2,01 ; 2x8 JOISTS @ 16" O.C. SIMPSON TYPE LB (2)2x8 BLOCKING 18" DEEP FLOOR SIMPSON TYPE CCQ HANGER (TYP.) BETWEEN STUDS TRUSSES a 24" O.C. COLUMN CAP. SIMPSON DTTZ1 DECK NEW 6x6 WOOD POST TENSION TIE AT EACH TYP. END &ATtPOINTS• FASTEN T BLOCKING W/3/" LAG BOLT. title FRAMING SECTION 5 SECTIONS SCALE:3/4"=1'-0" S-2.01 42 drawn by: JR checked by: TM J scale: AS NOTED J N U project number: 10002 a� z scaled inch Q sheet number O U O i' BUILDING B v a -S201 O m O 1T 8 H • 9 0 � p l C' � ROOF P=3.3K ROOF P=3.25K ROOF P=2.9K ROOF P=1.8K _ _ BEAT V Y EL.=19-8 EL. '-8" EL,=19'-8 EL. -8" TY HAR E COCO ARCHITECTS , L L P SIMPSON ANCHOIISIMPSON ANCHOR---,, SIMPSON ANCHOR SIMPSON ANCHOR NEW YORK I MARYLAND TIEDOWN SYSTEM TIEDOWN SYSTEM TIEDOWN SYSTEM TIEDOWN SYSTEM 1300 Walt tman Road, New York, 11747 0.7K 1,3K 0.65K 1 K A @j (aj @j q p: (631)300-1010 to-�- x -�- x x x N 2ND FLOOR N =85 pX P=3.8K 2ND FLOOR _ N - P=3.8K 2ND FLOOR N V=76 pif P=3.4K 2ND FLOOR V=125 pif P=2.1 K owner/developer Conifer Realty EL.=10'-9" EL.=10'-9" EL.=10'-9" EL.=10'-9" 1000 University Avenue Suite 500 Rochester,NY 14607 cD 585.324-0500 cD cD �- 2.5K4.7K 2.2K 3.6K N x x x x N N N 16d NAILING AT BOTTOM civil engineer 1ST FLOOR U 186 If 1ST FLOOR V= 47 If 1ST FLOOR V=165 pif 1ST FLOOR U=269 pif PANEL PLATE PER SCHED. LKMA p -- NAELDINE 437&405 4'-1 4'-1 , 4'-33,1 5 -11 6'"1 6 -0 3''1 �� g'-O., 3'-1 6'_O° 6•"1 „ 5'-4" 4'-3J" 5'-11 4'-3 2x BOTTOM PLATE Brookhaven,NY 11719 2'-11 2'-2 "/2'.7 _7 2,-4 „ 1, 8 1 2'-7 " 2'-7 2'-11i" 2'-11j" " 4 -4 ' 2'-2 ' 20'-3 37'-11j" 6 .286.8668 37'- � SIMPSON LTP4 ® 16" o.c. m.e.p. &f.p. 2.5 2.5K 4.7 4.7K 2.2 2.2K 3.6 3.6Kw/ 12-8d x 1 " NAILS M/E Engineering, P.E. 4 i R 150 North ChestnutStreet Rochester, NY 14604 SHEAR WALL SW1 SHEAR WALL SW2 SHEAR WALL SW3 SHEAR WALL SW4 585.288.5590 SCALE:1/8"=1'-0" SCALE:1/8"=1'-0" SCALE;1/8"=1'-0" SCALE:1/8"=1'-0" structural engineer FLOOR TRUSS TDM Consulting Engineering PANEL EDGE NARROW OR WIDE 550 North County Road,Suite NAILING TO RIM (OR BLOCKING) Saint James,NY 11780 VAR UPPER TOP PLATE 631.686.5234 ROOF P=2.9K E0019'-8" P=10.1 K BL TOP PLATE E0019'-8" P=14.4K D� 3 EPO CNCHOR PANEL EDGE SIMPSON ANCHOR---_, SIMPSON ANCHOR--,, SIMPSON ANCHOR NAILING key TIEDOWN SYSTEM TIEDOWN SYSTEM is TIEDOWN SYSTEM zo 1.2K 1.8K 3.3K P.T. SILL PLATE TRUE PC SLAB OR I (2)2x PER SCHEDULE NORTH FOUNDATION x x x 2ND FLOOR N V=146 pif P=3.4K 2ND FLOORZ x N U=222 pif P=11.8K 2ND FLOOR N V=413 pif P=16.8K -9" EL.=10'-9" EL.=10'-9" LOA �: . C • - a G _ e n a ,• 4.2K 6.5K 12K a w >• as � m QO GD (D lD e p VON N 1ST FLOOR V=316 pif 1ST FLOOR V=480 pif 1ST FLOOR V=895 pif NOTE:SEE yy �- SHEAR WALL & HOLDDOWNOR ADETAI SAL 7'-1�" 3'-2�" 2'-11J" project 19'"9" \2'-7J' 45'-7�' 34'-14" TYPICAL SHEAR WALL NAILING DETAIL 4.2 K 4.2K 6.5k f 6.5K 12k A 12K VINEYARD VIEW SHEAR WALL SW5 SHEAR WALL SW6 SHEAR WALL SW7 + County Road 48 SCALE;1/8"=1'-0" SCALE:1/8"=1'-0" SCALE:1/8"=1'-O" CONNECTION TO BLOCKING H OLD OWNS Greenport, NY 11944 seal PANEL EDGE STUDS ANCHOR BOLTS ANCHOR BOLTS/ SW SHEATHING PANEL EDGE NAILING TOP PLATE BOTTOM PLATE pf NEPy y (NOTE 5) 3/4"0/SILL PLATE EMED. DEPTH ROOF P=3.6K SW1 15/32" APA PLY ONE SIDE 10d AT 3" O.C. (3)2x 36" 0,C.-(2)2x SIMPSON LTP4 AT 16" O.0 SIMPSON LTP4 AT 16" O.0 SIMPSON ATS HOLDOWN SYSTEM J"O PAB/12" �'tQ' �p.s M1 EL.=19'-8" SW2 15/32"APA PLY ONE SIDE 10d AT 3" O.C. (3)2x 36" 0,C.-(2)2x SIMPSON LTP4 AT 16„ O.0 SIMPSON LTP4 AT 16 O.0 SIMPSON ATS HOLDOWN SYSTEM J"0 PAB/12" ��o < SIMPSON ANCHOR--, 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 J"O PAB/12" TIEDOWN SYSTEM 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 tO PAB/12" 2.7K 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° J'Fo 076919 9 2ND FLOOR NV=333 If P=4,2K 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 '� p �"0 PAB/12" '��FESS10�� EL.=10'-9" SW7 15/32"APA PLY ONE SIDE 10d AT 3" O.C. (3)2x 36" O.C.-(2)2x SIMPSON LTP4 AT 16" O.0 SIMPSON LTP4 AT 16" O.0 SIMPSON ATS HOLDOWN SYSTEM 1"0 SB/24" L SWB 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" issued date description 1 03/15/19 Issued For Construction 9.7 K x x N 1ST FLOOR V=121 pif 1111 NOTE:THE ABOVE SPECIFIED SHEATHING CAN BE REPLACED WITH STRUCTURAL GRADE 1 OSB OF THE SAME THICKNESS AND QUANTITY. ATS BEARING PLATE ATS PLATE WASHER ATS TAKE-UP DEVICE • �• ATS BEARING PLATE SHEATHING COMPRESSION POSTS SHEATHING BRIDGE BLOCK PER ATS DWGS 9 7 9.7 K AND NAILING 44 ' I AND NAILING CUMULATIVE COMPRESSION Level 4 I I. EDGE NAILING TO FULL HEIGHT STUD ATS CUMULATIVE TENSION ri• COMPRESSION PER ATS I CR PPOLEE STUD SHEAR WALL S W8 INCREMENTAL BEARING DWGS II ATS ROD I CONNECTION FROM KING STUD TO SCALE:1/8"=1'-0" I CRIPPLE UDS PER DWGS FU I+ PER ATS DWGS EDGE NAILING TO LL HEIGHT STUDS PER ATS DWGS F SHEAR WALL NOTES: CUMULATIVE COMPRESSION Level 3 - TOP PLATE DETAIL, BRIDGE BLOCK DETAIL 1. SHEAR WALL DESIGN IS BASED ON THE PERFORATED DESIGN METHOD AS SPECIFIED IN SECTION 2305.3,8.2 AND CUMULATIVE TENSIONtitle TABLE 2305.3.8.2 OF THE NYS BUILDING CODE. SEE SHEAR WALL DETAILS FOR PANEL RATIOS. INCREMENTAL BEARING 2. ALL SHEAR WALL SEGMENTS WERE CHECKED FOR DEFLECTION AND DRIFT AS REQUIRED BY SECTION 23 RUN TERMINATION DETAILS SHEAR WALL OF THE NYS BUILDING CODE. 3 ALL PANEL EDGES TO OCCUR OVER STUDS, PLATES, RIMS OR HORIZONTAL BLOCKING, ELEVATIONS 4. NAIL SHEATHING TO INTERMEDIATE SUPPORTS AT 12" OC. 5 ALL NAILS INTO 3x MEMBERS SHALL BE STAGGERED. (OR DOUBLE -2x STUDS PER NOTE 12) & DETAILS 6. MIN. NAIL PENETRATION INTO STUDS IS 15/8" AT 10d NAILS. CUMULATIVE COMPRESSION Level 2 ATS ROD �- PER ATS DWGS --►I �-PER ATS DWGS 7, PANEL EDGE STUDS INDICATE REQUIRED STUD OR HORIZONTAL BLOCKING MEMBER WIDTH AT ABUTTING PANEL SHEATHING (� ATS TAKE-UP DEVICE OR CUMULATIVE TENSION AND NAILING I COUPLER COMPRESSION POSTS COMPRESSION POSTS EDGES. PROVIDE STAGGERED NAILING AT SHEATHING EDGES TO 3x6 STUDS BEHIND ADJOINING PANEL EDGES. � �I• PER ATS lI EDGE NAILING TO � & WHERE SHEATHING IS APPLIED TO BOTH SIDES OF WALL- OFFSET PANEL EDGES TO FALL ON DIFFERENT STUDS. INCREMENTAL BEARING 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 ATS BEARING PLATE SHEATHING I•I COMPRESSION PER ATS SHEATHING COMPRESSION PER ATS BLOCING, AND NAILING AND NAILING 10, PROVIDE SHEAR WALL SHEATHING AND NAILING FOR ENTIRE LENGTH OF WALLS NOTED ON PLANS. RIM JOIST/ SOLID BLOCKING r (�• DWGS • II DWGS -�= drawn by: JR FLOOR FRAMING BEYOND(TYP) I I ATS COUPLER OR CTUD (I r ATS COUPLER PROVIDE HOLDOWNS PER PLAN AT EACH END OF WALL, LINO. ATS ROD I ATS ROD checked by: TM _ EDGE NAILING TO PROVIDE PANEL EDGE NAILING IN EACH HOLDOWN STUD AT END OF WALL. COMPRESSION PER ATS OVERSIZE SILL PLATE CONCRETE I-. OVERSIZE SILL PLATE 1'I. STAGGER BOTTOM PLATE NAIL. CUMULATIVE COMPRESSION Level 1 DWGS AT ROD FOUNDATION • . AT ROD scale: AS NOTED 12. ALL FOUNDATION SILL PLATES SHALL BE P.T. MEMBERS AND HAVE 1/4" x 3" x 3" PLATE WASHER. CUMULATIVE TENSION I. U 1:3. EMBED ANCHOR BOLTS 7" MINIMUM INTO CONCRETE. COMPRESSION POSTS WOOD BEAM ATS ANCHOR project number: 10002 SEE STRUCT PLAN X_ 14. (2)2x STUDS MAY BE USED IN LIEU OF 3x STUDS AT PANEL JOINTS, scaled inch QPER ATS DWGS ATS BEARING PLATE NAIL STUDS TOGETHER W/2 ROWS 16d AT 6" O.C. AT SINGLE SIDE SHEATHING AND NAIL W/2 ROWS 16d AT ATS ISOLATOR NUT sheet number 0 3" O.C.AT DOUBLE SHEATHED WALLS. 0 15. WHERE NOTED IN DETAILS, USE SIMPSON A35 IN LIEU OF LTP4 PLATES. SPACE AT 2/3 LTP4 SPACING. RUN START(CONCRETE, U 113. END OF WALL ANCHOR BOLTS SHALL BE LOCATED MAX 12" AND MIN 5" FROM END OF THE PLATE. WOOD BEAM,STEEL BEAM) MID FLOOR DETAIL WOOD BEAM DETAIL CONCRETE DETAIL z 1'l. SMALL SHEARWALL PENETRATIONS PER BLOCKING AT SHEAR WALL DETAIL THIS SHEET. BUILDING B 0 0 RUN START DETAILS T+- + + + + + + + - co LS WS 16d i PER SCIHED. NAILSOP R SCHED. c SHEARWALL SHEARWALL 2304.10.1 Fasioner Requirements (Continued; (cortinuee) SHEATHING SHEATHING TABLE 2304.10.1-continued FASTENING SCHEDULE TABLE 2304.10.1-continued FASTENING SCHEDULE 10d NAILS 10d NAILS I D Connections for wood members shall be designed in accordance with the appropr ate methodology in Serticn 2301..The number and PER SCHED. PER SCHED. 11 size of faslerers connecting wond members shall not he less than that set forth Table 2304.10.1. I I I arsr NUMBER AND TYPE OF DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER $PACING AND LOCATION DESCRIPTION OF BUILDING ELEMENTS SPACING AND LOCATION TABLE 2304.10.1 FASTENING SCHEDULE FASTENER Wood structural panels(WSP),subfloor,roof and interior wall sheathing to training and particleboard wall sheathing to e DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION wail framing' : 2-8d common(2112"x 0.131");or Edges Intermediate supports 11 FLOOR JOISTS „ Roof 2-10d box(3"x 0.128");o• (inches) (inches) 10d NAILS AT 4 O.C. 19.11"brace to each stud and plate Face nail A351 F EACH 1 2-3"x 0.131"nails:or , i 3-Rd rnmmon(2 /2"x D.1311:nr 7 Interior paneling SIDE REQ'D 1.Rleirking het+vnen calling joists,rafters ortnrases 3.104 hnx(3"x 0.198");or 2-3"14 gage staples, /,8 crown to top plate or other framing below 3.3"x 0.131"nails:or Each end,toenail 4d casing(1 /2"x 0.060"):or B E A T T Y HARVEY COC O 1 0 12 3.3"14 gage.t;tapiras, !tG crown 20.1"x 6"sheathing to each 2-8d common(21/2"x 0.131");or 41 '14'bearing Face nail 4d finish(1 isI,x 0.072^) ARCHITECTS L L P 2-1Old box(3"x 0.128') 3-8d common(21/2"x 0.131");or a2 818 fid rasing(9^x 0 099^);nr 6 12 NEW YORK MARYLAND 2.3" 0.131common(2112"x 0.131") p ) BLOCKING BLOCKING 2.3"x 0.131"nails Each end,toenail 21.1"x 8"arxi wider sheathing to each bea•ing face nail sd fn(sh(f anal su ports at 24 inche< LTP4 PLATE TO LTP4 PLATE TO Blocking between rafters or truss not at the wall 2-3"14 gage staples 3-10d box(3"x 0.128') BLOCKING PER BLOCKING PER 1300 Watt Whitman Road, New York, 11747 top plate,to rafleror trussFloor For Sl:1 Inch=25.4 mm SCHED. SCHED. A io: (631)300-1010 9.16 d mrmmnn(31/2"x 0.167") T 3.3"x 0.131"nails End nail 3-8d common(21/2"x 0.131"):or a.Nails spaced at 6 inches at Intermediate supports where spars are 48 incles or more For nailing of wood structural panel and owner/developer 3.3"14 gage staples floor particleboard diaphragms and shear wells,refer to Section 2305.Nails for wall sheathing are permitted to be common,box or 22.Joist to sill,top plate,or girder 3-10d box(3"x 0.128'):o• Toenail casirg. Conifer Realty 16d common31/"x 0.162" " 3-3"x 0.131'noil3;or es PANEL EDGE NAILING ( 2 )@ 6O.c. 7 b.Spacing shall be 8 inches on center on the edges and 12 inchon sante•at intermediate supports for nonstructural applications. 1 OOO University Avenue Suite SOO Flat blocking to truss and web filler 3"x 0.131"nails @ 6"o.c, Face nall 3-3"14 gage staples, /1s crown Panel supports at 16 inches(20 inches if strength axis in the long direction of the panel unless otherwise marked). PER SHEARWALL SCHED. FLOOR/ROOF FRAMIN l NARROW BLOCK WIDEBLOCK SEE PLAN Rochester, NY 14607 3•xl4gagestaples@6"o. 8d common(2112"x 0,131");or c.Where a rafter is fastened to an adjacent parallel coiling joist in accordance with this;Nodule and the coiling joist C fastened to 585.324-0500 3-8d ctxn men(21/2"x 0,131';or 23.Rim joist,bard joist,or blocking to top plate,sill 1 Od box(3"x 0 128") ur the lop plate In awordanca with Ibis schedule,the nurnbe•ur Iuarrails in lire rafter shall be per millexi lu be ieduued by une hall. or 6"o c.,toenail 2.Celli 3-10d box(3"x 0.128");or tither frardn below 3"x 0.131'Halls;or Ceiling joists to top plate 3.3"x 0,131"nails;or Each joist,toenail g 3"14 SHEARWALL. SEE--/ 7 gage staples, 1-e"crown PLAN civil engineer 3-3'14 gage staples, 118 crown 21.1"x 6"subfloor or less to each Joist 2-8d common(21/2"x 0.13,"):or Face nail TYPICAL D ETAI L AT S H EARWALL PERP. TO FRA I N G 3.16d common(3112"x 0.162");or 2-10d box(3"x 0.128") LKMA 3.Ceiling Joist not attached to parallel rafter,laps 4.10d box(3"x 0.120")•or , 437&405 over partitions Ino thrust) face neN 25.2"subtlocr to Joist or girder 2-1bd common(3112"x 0.162") 16acenail SHEATHING AND NAILING PER 2 2X6 BLOCKING OR South Country Road 4.3"x 0.131"nails;or (see Section 2:',08.7.3.1,Table 2308.7.3.1) SHEARWALL SCHED. (TYP.) O TYPICAL CAL D ETAI L AT SHEARWALL EARWALL PARALLEL TO FRAMING NY 11719 4.3"14 gage staples,7118'crown 26.2"planks(plank abeam-floor&roof) 2-16d common(31/7""0.162') Each bearing,face nail FLAT 2X4 BLOCKING Brookhaven, 4.Gelling joist attached to parallel rafter(heel joint) 32"o.c.,face nail at top and BEHIND STRAP, (TYP.) 631.286.8668 (see Section 2908 7.3.1,Table 2308.7,3.1) Par Table 2308.7.3.' Face neN 20d common(4"x 0.192";• bottom 3.10d axnrnon(3"x 0.148");or staggered on opposite sides m.e.p, &t.p. 4.10d box(3"x 0.128");or 1 O box(3"x 0.128");or 6 PLYWOOD SHEATHING 5,Collar lie to raver 4.3"x CA 31"nails;or Face neN 3"x 0.131"nails;or 24"o.c.face nail at top and bottom M/E Engineerin , P.E. 4.3"14 gage staples,7/ Crown 3"14 e a staples,�!• uuwn staggered on opposite sides SIMPSON ATS PLYWOOD SHEATHING 9 9 p 113 27.Built-up girders and beans,2"lumber layers gage 6" - _ NOTE: USE CMSTC 16 SIMPSON ATS ANCHOR BOLT B 150 No h ChestnutStreet STRAP U.O.N. T Rochester, NY 14604 3.10 common(3"x 0.146");or And: ANCHOR BOLT 316d box(31/2"x 0135');Dr 2-god common(4•x o.ts2");or (Np ) • 10 COMPRESSION MEMBERS 585.288.5590 6.Rafter or root truss to top plate c 3-10d hnx(3"x 0 19R"):n• Ends and at each colico,face nail SEE SHEAR WALL SCHEDULE (See Section 2:308.7.5,Table 2308.7.5) 4-10d box(3"x 0.128"j;or Toenoil 4-3"x 0.131 Halls;or 3-3"x 0.131"nails:or7 4.3"x gage sta les�/ crown 3-3"14 gage staples, /18 crown 2X6 FILLER TO s structural engineer __J1 z g ge p 1s" , R.O. AS REQUIRED to COMPRESSION MEMBERS g 2-1 8d common(31!"x 0,162");or 3-16d common(3112"x 0.162•);or SEE SHEAR WALL SCHEDULE TDM Consulting Engineering 2 4-1Od box(3"x 0.128");o• EXTEND STRAP PAST 3-1 Old box(3"x 0.128"):Of 28.Ledger strip supporting joists or rafters Each joist or rafter,face nail 4-3"x 0 131"nails;or y 3-3"x 0.131"nails;or End call WINDOW: 3-3"14 gage Staples,7118'Crown;or 4-3"14 gayer staples, /1e'uruwrr " North550 County Od Suite " 24 FOR CMSTC16" FOR CS16 Saint James,NY .5234 7.Roof rafters':c ridge valley or hip rafters or roe 3-16d common(31/2"x 0.162•);or 36" FOR CMSTC 14 PERPENDICULAR TO WALL 631.686.5234 rafter to 2-Inch ridge beam 3-1Od common(31!y"x 0,148");or 4.10d box(3"x 0.128"):o PANEL EDGE NAILING 3-16d box(3/2 x 0135"):or 29.Joist to band joist or rim joist End nail 48" FOR CMST 12 1 x 4-3"x 0.131'nails,or ALONG KING STUD 4-10d box(3"x 0.128");or Toenail 4-3"14 gage staples,711E crown STRAP TOP & BOT. 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 :o" ke 30.Bridging or blocking to joist,rafter or truss ( ) Each end,toenail CORNER SIMPSON ATS y 2-3"x 0.131"nails;or 2-3"14 page staples,7/18 crown STRAP ANCHOR BOLT TRUE (cnnlinued) NORTH TABLE 2304.10.1-Continued FASTENING SCHEDULE PLYWOOD SHEATHING COMPRESSION MEMBERS (cnnfirued) SEE SHEAR WALL SCHEDULE IIIIIIIIII + DESCRIP1f10N OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION TABLE 2304.10.1-continued FASTENING SCHEDULE WallSILL DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION 16d common(31/2"x 0.162"), 24"o.c.face nail oor, L2X6 SILL PLATE WITH FLAT 2X BLOCKING - Wood structural panels IWSP),subflroof and interior wall sheathing to framing and particleboard wall sheathing to - mom 8.Stud to stud(not at braced wall panels) 10d box(3"x 0.128•);or framing' ADDED FLAT BLOCKING (USE 3X BLOCKING IF 6++ 3"x 0.131"nails:or BEHIND STRAP SPLITTING OCCURS 16"o.c.face nail ) 3-3'14 gage staples,71i8'Creon Edges Intermediate supports (Inches) (inches) SECTION A-A ID- ALL ° 16d common(31/2"x 0.162"):or 16"O.C.face nail 6d common or deformed(2"x 0,113") 6 12 o f (subfloor and wall) 9.Stud to stud and abutting studs at intersecting watt 16d box(31/2"x 0.135");or 12"O.C.face roil Corners(at braced wall panels) 8d box or deformed(2112"x 0.113")(roof) 6 12 TYPICAL WINDOW SHEARWALL DETAIL 3"x 0.131"nails;or 12"olace nail 231ANCHOR BOLT LOCATION DETAL 3-3'14 gage staples.7118'crown .c. 8 x 0.113"nail(subfloor and watt) 6 12 31.818 -1/, 16d common(31/2'x 0.162");or 16"o.c•each edge.face nail 1314 16 gage staple,7118"crown 4 8 project 10 Built-up hes der(2"to 2'header) (sub0ocr and wall) 16d box(3112'x 0.135") 12"o.c,each edge,face nail 23/8 x 0.113"nail(roof) 4 8 " PLYWOOD SUBFLOOR. SIMPSON STRAP TIE SSP2 VINEYARD VIEW 2X BLOCKING AT PANEL EDGE NAILING STUDS PER BEARING WALL SEE SCHED FOR NAILING AT EACH STUD TYP. 11.Continuous header to stud 4-8d common 0,1 x 0.131");or Toenail 1314"16 gage staple.7116"crown(root) 3 6 SHEATHING EDGES PER SHEARWALL SCHED. OR SHEARWALL SCHED. 4-10d box(3"x 0.128") (TYP-) (TYP.)16d common(31/2"x 0,162"):or 16"a e face nali Sricommon(21,2"x 0.131").or 6 12 fid deformed(2"x D.113") 2X BLOCKING AT STRAP + 12.Top plate to top plate 10d box(3"x 0.128"):or 32.19/32"-314 T.O. ROOF 3"x 0.131"nails;or 12"o c.face nail 2316"x 0.113"Hall:or 4 8 EL.= SEE PLAN County Road 48 Greenport, NY 11944 3"14 gage staples,71,8"Crown 2"16 gage staple, 116"crown 1 7 , 1 D common(3"x 0.148");or 6-18d common(3/2"x 0.162");or 33. 18^-1 /4" 1 6 12 LADDER TYPE TRUSS ( ) Each aide of end joint,face naw 8d deformed(2/2"x 0.131^) AT EXTERIOR WALLS seal 12-10d box 3"x 0.128":or 13.Top plate to lop plate,at end joints 12-3'x 0.131"nails:or (minimum 24"lap splice length Other exterior wall sheathing SI M PSON LTP4 INSTALLED 12-3"14 gage stapios,7116"crown each aide of end joint) C 16d common 31/"x .162" or 16"o. .face eau , ^ b 1112"galvanized roofing roil AS PER MANUFACTURER �Q�`OS MM ����� ( 2 0 ). c 34. 12 fiberboard sheathing (118 head diameter);or 3 6 SPECIFICATIONS. C 14.Bottom plats to joist,rim joist,band joist or 16d box 311"x 0.135":or 1114'16 gage staple with 7!16"or 1"crown = + er ! �� � ( 2 ) SIMPSON LTP4 @ 2 -0 O.C. I blocking(not at braced wall panels) 3"x 0.131"nails;or 7 12"oc.face nail 1314-galvanl7ed roofing nali ALONG PLYWOOD JOINT 3"14 gage staples, li8 crown 35.25! fiberboard sheathing b 71 'diameter head;or 3 6 r 32" 9 ( 16 ) 2-16d common(3112'x 0.162");or 1112"16 gage staple with 7116"or 1'crown � U r� 15 Bottom plata to joist•rim joist,band Joist 3-16d box(311,x 0.135"):or 16"to c face nail Wood structural panels,combination subfloor underlayment to framing 2x6 STUDS @ 16" O.C. SIMPSON STRAP TIE J' 076919 or blocking at braced wall panels 4-3"x 0.131"nails;or a-3^14 gaga staples,7118'crown 36.314"end less 81 common(2112'x 0.131");or s ,z (TYP.) M STC28 @EACH STUD o`o'Qi�F�SS�a�a�� fid deformed(2"x D.113") (TYP.) 4-8d common(21/2"x 0 131");or , 7 8d common(2 12"x 0.131");or fj ].IV "',! 11 "! No at 4-tOd box(3"x 0.128");or 37. I8"-1' 1 6 12 ISSU Toenail 8d deformed(2/2"x 0.131") J r_.:._.._ - .. a-3'x 0.131"nails:a ed date description E 1 4-3"14 gage staples,7118'crown;or1 IDd common(3"x 0.148"):or LSTA12 STRAP (TYP.) E 38.1 18 16.Stud to top-or bottom plate "-11 14" 8d deformed(2112"x0.131") 6 12 OVER STRUCTURAL T.O. 2ND FL. SUB FL. 2-16d common(31 12"x 0.162"),or SHEATHING 1 03/15/19 Issued For Construction 3-10d box(3"x 0,128'):or End nail Panel aiding to framing EL.= SEE PLAN 3-3"x 0.131"nails;or 3-3'14 gage staples.7116"crown 6d corrosion-resistant siding 39,112"or less (17!0"x0.106");er 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") Top p 3-10d box(3"x 0.128"):or 8d corrosion-resistant siding SI M PSON LTP4 INSTALLED 17.To or bottom late to stud End Hall g 3-3"x 0.131"nails;e'N (23/8"x 0.128^):or 3-3'14 gage staples,71i8'crown 40 file" Bid corrosion-resistant casing 6 12 TYPICAL D ETAI L ATS ALL SHEARWALL PENETRATIONS AS PER MANUFACTURER 2-16d common(311 x 0.162");or (2'/2"x 0 113') SPECIFICATIONS. 18 Top plates,laps at corners and intersections 3-10d box(3"x 0.126');or Face nail SIMPSON LTP4 @ 2'-0" O.C. 3-3'x 0.131"nails;or 3-3"14 gage staples,7118"crown ALONG PLYWOOD JOINT FLOOR PLATE (10) 16d NAILS EA SIDE OF SPLICE RIM BOARD NAILING SHCED. 2x6 STUDS @ 16" O.C. STRAP TYPE SSP OFLOORL (TYP.) STRAP AT EACH STUD (NO BOTTOM SPLICE IN THIS AREA) FLOOR PLATE-16d (3 1") Box 16" O.C. 3x3x�" PLATE WASHER 1" PREMOLDED J"O HOOKED ANCHOR F}- 4'-0" MIN. 4'-0" MIN. " " BOLT @ 3'-0" O.C. (2)16d EA SIDE FLOOR/WALL PANEL-8d (2 � ) COMMON 6 O.C. FILLER 2 IN OF BOT. PLATE 4" SLAB ON GRADE TYP. SPLICE TOE NAIL-10d (3") BOX 6" O.C. T.00. 1ST FL. SLAB X I x x x x x x x x I I x NAIL EL�SEE PLAN x-x-x-X-x II• Z T.O. GRADE TRUSS JOIST II EL.= SEE ARCH. I x x x x x x x x I x ( x RIM BOARD II • title J � i 2 x 6 ® ,6" °° +, '' � TYPICAL 16d AT 16" Q.C. 1 16d AT 16" O.C. (5) 16d DETAIL AT RIM BOARD 2 1 2 STAGGER TYP. I P� I STAGGER TYP. 16d ® 8" oc • ++ WOOD DETAILS 5@12 1 I 3/4" PLYWOOD 2 X 6 ® 16" oc # -H NOTE: SIMPSON JOIST HANGER 5 DOWELS O USE AT ALL EXTERIOR I I _ ® " o • 012" O.C.. WALLS AND INTERIOR I TOP PIECE SPLICE-) BOTTOM PIECE SPLICE - 16d 8 c BEARING AND AT STUD OL TYP. AT STUDCL TYP. 3/4" PLYWOOD - SHEARWALLS I FLOOR JOIST ++ drawn by: JR I I 1 checked b TM 3#5 BARS CONT. y� AT CORNER FLOOR JOIST scale: AS NOTED U WOOD BEAM #5012" O.C. 890 ++ project number: 10002 s BLOCKING scaled inch 0 32 oc 0 FLOOR JOIST HUNG PSL BEAM sheet number ° ELEVATION FROM PARALLAM HEADER BLOCKING DETAIL TYPICAL WALL STRAPPING & TIE DETAIL z BUILDING B a TYPICAL TOP PLATE LAP SPLICE DETAIL TYPICAL WOOD FRAMING DETAILS SIMPSON HOLDOWNS TO BE INSTALLED AS PER MANUFACTURER SPECIFICATIONS. + + - + + + + + + -9 • o ( ' F_ COLUMN FOUNDATION WALL WALL REINFORCEMENT MIN. PIPE TRENCH -MIN.- PIPE EXCAVATION NEW COLUMN T/2 ADD 2-#5 ALL AROUND EXTEND PIPE SLEEVE SEE PLAN FOR SIZE 1-0• 2'-0,. 2'-0" MINIMUM BEYOND EDGE OF PIPE TO CLEAR REINFORCEMENT TO MATCH OPENING SLEEVE BY}" BEATTY HARVEY COCO NO PIPE IN THIS HEIGHT ARCHITECTS , LLP FOOTING REINFORCEMENT TYP NEW YORK � MARYLAND 5" SLAB ON GRADE SEE BASE PLATE DETAIL IF REQUIRED ADD 1-#5 x 4'-0" EACH PIPE z — CE) 1300 Walt Whitman Road, New York, 11747 A� CORNER Z �A p: (631)300-1010 T • x—x—x x x x—x—x—x—x BOTTOM OF T owner/developer � OPTIONAL JOINT L - - - / I-777 FOOTING � _ _ _ Conifer Realty 0 D "� TERMINATE INTERRUPTED 1000 University Avenue Suite 500 SEE FOOTINGBARS OF SINGLE LAYER WITH A — — xRochester, NY 14607 SCHEDULE FOR 7STANDARD HOOK,ADD AT 2 M 585.324-0500 C a REINFORCEMENT INTERRUPTED BARS IN = _ LL'•= i DOUBLE LAYER U-SHAPED 1 4; • civil• • BARS TO MATCH WALL engineer UNDISTURBED EARTH REINFORCING. SPLICE 1.3(LD) LKMA WHERE PIPE TRENCH EXCAVATION IS437&405 SEE FOOTING SCHEDULE REQUIRED PARALLEL TO FOOTING IT SHALL 9" MIN. (TYP) `O South Country Road 11719 T=SLAB THICKNESS (ALTERNATE TO SLOPED FOOTING) BE KEPT ABOVE THIS LINE, STEP FOOTING AS Brookhaven, NY FOOTING WIDTH 631.2868668 . NECESSARY TO MEET THIS REQUIREMENT, .8668 TYPICAL FOOTING DETAIL. TYPICAL STEPPED FOOTING DETAIL TYPICAL WALL OPENING DETAIL PLUS4'-°" � FOOTINGS m.e.p. &f.p. SC� LE; NTS M/E Engineering, P.E SCALE: N.T.S. SCALE; N.T.S. 150 Noh Chestnu Street gT TYPICAL DETAILS OF PIPE AT Rochester, NY 14604 585.288.5590 WAIL. structural engineer HORIZONTAL TDM Consulting Engineerin BARS 550 North County Road,Suite? TOP OF PIER SEE PLAN HORIZONTAL Saint James,NY 11780 (ANCHOR NOT SHOWN) BARS TYPICAL EDGE OF PIER OR 631.686.5234 BASE PLATE WHICHEVER 1'•0" c IS GREATER CD STEEL COLUMN SEE WALL SECTIONS SEE SCHEDULE key • • FOR REINFORCEMENT FOR SIZE zi— TRUE 10 #4 TIES AT 12 O.C. FULL DEPTH PRE•MOLDED STONE CONTRACTION JOINTS NORTH A�— I -JAJOINT FILLER • 36 DIA. DOWELS. SAME " a FILL AROUND COLUMN 1 -0 a a 0 �C' AFTER FLOOR IS CAST z SIZE AND SPACINGV ° a < 45 OGS Q AS HORIZ. BARS 9 ■�■ '' FOOTING DOWELS TO H = _� �_ _ _� �_ _ = �_ _ _� �_ _ _� �_ = PRE-MOLDED MATCH VERTICAL • • CORNER WALLS INTERSECTING WALLS JOINT FILLER FOR FOOTING SEE PLAN OR777 NOTE: LAP REINFORCING AS SHOWN OR PROVIDE CORNER BARS.WHERE CORNER REINFORCEMENT SCHEDULE 8#6 BARS IS DIFFERENT SIZE, BEND AND LAP LARGER SIZE BARS. project TYPICAL ISOLATION JOINT DETAIL. VINEYARD VIEW TYPICAL WALL INTERSECTION DETAIL SCALE: N.T.S. -�- SECTION A-A SCALE: NTS D D County Road 48 .i Greenport, NY 11944 seal pF NEW y� NOTE:ALL PIERS TO BE REINFORCED AS SHOWN ABOVE UNLESS OTHERWISE NOTED ON PLAN OR IN SECTION. �,`Qo�PS MIR4B�1'Q.� TYPICAL PIER DETAIL FOOTING SCHEDULE DESIGN SOIL BEARING 2000PSF < 1� SCALE: N.T.S. - ' BOTTOM REINF. � MARK SIZE DEPTH EACH WAY REMARKS \7J�. 076919 SS�d F2.5 2'-6" x 2'-6" V-3" 444#4 FE \___. F3.0 3'-0" x 3'-0" 1'-3" 444 #4 FULL DEPTH CONTRACTION JOINT 1/8" WIDE EXTEND ALL STEEL JOINT FILLER ( ) F3.5 3'-6" x 3'-6" 1'-3" 4-#4 � issued date description SEE GENERAL NOTES FOR LOCATION THRU JOINT F I I� 1" CONT. F4.0 4'-0" x 4'-0" 1'-3" 445#5 1 03/15/19 Issued For Construction KEY F4.5 4'-6" x 4'-6" 1'-3" 545 #5 x-x--x-x X—X X—X—X X X X X—X -X—X X X—X X X X x-x-x-X x-X x-x-x-x-X , „ ,- „ , „ F5.0 5 -0 x 50 1 -3 645 _7 F5.5 5'-6" x 5'-6" 1'-6" 645 #5 F6.0 6'-0" x 6'-0" 1'-6" 646 #6 ISOLATION JOINT SAW-CUT CONTRACTION JOINT CONSTRUCTION JOINT F6.5 6'-6" x6'-6" V-6" 746 F7.0 7'-0" x 7'-0" 1'-9" 746 #6 TYPICAL SLAB JOINT DETAILS SCALE: N.T.S. F CONIC, SLAB-ON-GRADE W,W,F #4 a 12 10MIL POLYETHYLENE DEPRESSION FOR LOCATION 2'-0" DWGS. SHEETS VAPOR BARRIER SEE ARCH. DEPRESSION FOR title LOCATION 6" CRUSHED STONE 1 -#4(CONT.) SEE ARCH. DWGS. TYPICAL OVER COMPACTED FILL —x—x c—x—x—x—x x—x W FOUNDATION x—TJx—x—x—x—x—x-x-x-x x-x-x -x N x—x-x—x— 12�L DETAILS 00000000000000000 0 0 ii9�i��i� 9� � 12 12 11 12 LD 8.. NOTE; SEE PLAN FOR SLAB THICKNESS AND REINFORCEMENT 8 MIN OR LAB THICKNESS MIN OR SLAB THICKNESS -I- drawn by: JR S TYPICAL SLAB CONSTRUCTION DEPRESSION <8" DEPRESSION <8" checked by: TM a. CHANGE IN SLAB ELEVATION scale: AS NOTED H Kaci project number: 10002 Q TYPICAL SLAB 0 N GRADE DETAILS sheet number scaled inch a U o SCALE: N.T.S. z BUILDING B a + + + 49 S4000 0 Q ENGiNEERiNG (tat Q THIS PROJECT SHALL BE BUILT AND TESTED FOR"ENERGY STAR QUALIFIED HOMES VERSION Mechanical/Electrical Engineering Consultantsroject#17 3.1 (REV 9)." THE FOLLOWING ITEMS ARE INTENDED AS AN OUTLINE OF THE REQUIREMENTS FOR Rochester IMBuffalo 1 SyraacuseeII 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 OFFICIAL REQUIREMENTS. ROCHESTER NY 14604 www.meengineenng.com SYMBOL DESCRIPTION MBH THOUSAND BTU/HOUR 1. DOCUMENTATION: 5. WHOLE-BUILDING DELIVERED VENTILATION: NTS NOT TO SCALE a. PROVIDE DOCUMENTATION ESTABLISHING THE FOLLOWING: a. RESNET-APPROVED THIRD PARTY RATER-MEASURED VENTILATION RATE SHALL GENERAL DESIGN CRITERIA: (E) EXISTING BEATTY HARVEY COCO , (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. CONTFOLS S CFM CUBIC FEET PER MINUTE THE MOST STRINGENT CRITERIA SHALL APPLY. 1300 Walt Whitman Road, New York, 11747 AFF ABOVE FINISHED FLOOR II. HVAC CONTRACTOR MUST BE CREDENTIALED BY AN a. OVERRIDE CONTROLS FOR CONTINUOUSLY OPERATING VENTILATION/EXHAUST - �A p:(631)300-1010 AD ACCESS DOOR ENERGY STAR V3.1 (REV 9), WITH CHECKLISTS. -� EPA-RECOGNIZED HVAC QUALITY INSTALLATION TRANING & FANS SHALL BE READILY ACCESSIBLE AND CLEARLY LABELED. ENTERPRISE GREEN COMMUNITIES owner/developer RL REFRIGERANT LIQUID OVERSIGHT ORGANIZATION. - HCR HANDBOOK (VERSION, 2018) REFRIGERANT SUCTION b. PROVIDE 24V, DIGITAL,7-DAY PROGRAMMABLE THERMOSTAT FOR EACH Conifer 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 & SOURCES W/C WALL CAP THIS CHECKLIST INCLUDES THE HVAC CONTRACTOR PROVIDING THE RD RADIATION DAMPER FOLLOWING ITEMS: a. ALL VENTILATION AIR INLETS SHALL BE LOCATED A MINIMUM OF 10'-0'FROM civil engineer CONTAMINATION SOURCES SUCH AS EXHAUST STACKS,VENTS, FLUES,VEHICLE 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' ' A. THIS PROJECT SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH Brookhaven, NY 11719 DUCT SECTION - SUPPLY -0ABOVE THE FOLLOWING BUILDING CODES 631.286.8668 GRADE/ROOF LEVEL IN CLIMATE ZONES 4-8 (NEW YORK IS IN CLIMATE ZONE 6). ELECTRICAL MEASUREMENTS - 2015 INTERNATIONAL CODE COUNCEL CODES ® DUCT SECTION - RETURN c. PROVIDE INSECT SCREEN ON EACH AIR INLET. - 2017 NYS ICC COMMENTARY m.e.p.&f.p. DOCUMENTATION OF FURNACES, CONDENSING - NATIONAL ELECTRICAL CODE M/E Engineering, P.E. �- ®B WIDTH A x DEPTH B UNIT AHRI CERTIFICATION; BALANCE REPORTS 8. LOCAL.A MECHANICAL EXHA 1ST: - LOCAL CODES AND ORDINANCES B 150 North Chestnut Street NY4604 1 --'r► AIR FLOW - DOCUMENTATION INDICATING VENTILATION SYSTEM TYPE, a. IN EACH KITCHEN &BATHROOM,A SYSTEM SHALL BE INSTALLED THAT 58Rochester,, NY 15590 ® 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 Engineerin a. INTERMITTENT OPERATING FANS SHALL BERATED FOR =< 3 SONES. 550 North County Road,Suite? ® 2. DUCT QUALITY INSTALLATION Saint James, NY 11780 2 WAY SUPPLY DIFFUSER THE HVAC CONTRACTOR SHALL CERTIFY THAT: b. CONTINUOUSLY OPERATING FANS SHALL BERATED FOR =< 1 SONE. 631.686.5234 RETURN OR EXHAUST c. FANS SHALL BE ENERGY STAR LABELED. REGISTER OR GRILLE a. ALL DUCTWORK SHALL BE INSTALLED WITHOUT KINKS OR SHARP BENDS. A REGISTER, GRILLE OR DIFFUSER TAG10. COMBLSTION 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 DSD 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. -1C 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. 4 O G 7-DAY PROGRAMMABLE THERMOSTAT BOXES, BOOTS ETC SHALL BE SEALED WITH MASTIC. (REFER TO EPA'S'HVAC C. READ SPECIFICATIONS FOR REQUIREMENTS PERTAINING TO THESE DOCUMENTS. W/ GUARD SYSTEM QUALITY INSTALLATION RATER CHECKLIST"DESIGN MANUAL FOR b. PROVIDE GASKET OR OTHER SEALING MECHANISM TO PREVENT ------- AAD AUTOMATIC AIR DAMPER MORE INFORMATION.) BYPASS/LEAKAGE. D. FITTINGS SHOWN ARE TO BE PROVIDED. NO SUBSTITUTES SHALL BE ALLOWED ■ WITHOUT PRIOR CONSENT FROM ARCHITECT/ENGINEER. w■ -------- FD FIRE DAMPER 3. DUCT INSULATIONS 12. EFFICIENCY -------- SD SMOKE DAMPER E. INSTALL DUCTWORK AND PIPING CONCEALED, UNLESS SPECIFIED OTHERWISE AND O CLEAR OF CEILING INSERTS. -------- FC FLEX CONNECTOR - DUCTWORK a. ALL DUCTWORK& FAN COILS/AIR HANDLERS SHALL BE INSTALLED WITHIN a. AIR-COOLED CONDENSING UNIT SHALL BE MINIMUM 15 SEER. UNIT SHALL BE --------f9 MOTORIZED DAMPER THERMAL ENVELOPE. NO DUCTWORK OR EQUIPMENT SHALL BE INSTALLED IN ENERGY STAR QUALIFIED. F. ALL WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN - VOLUME DAMPER UNCONDITIONED SPACES SUCH AS ATTICS OR GARAGES. PIPING AND DUCTS (INCLUDING DIVIDED DUCTS) AND TRANSITIONS AROUND o 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. it Popp IN b. INSTALL INSULATION WITHOUT MISALIGNMENTS, COMPRESSIONS, GAPS OR ELECTRIC BACK-UP. UNIT SHALL BE ENERGY STAR QUALIFIED. VERIFY ALL EQUIPMENT CONNECTIONS WITH MANUFACTURER'S CERTIFIED project G. TRANSITION VOIDS,AROUND ALL CONNECTIONS AND EXPOSED DUCTWORK. SQUARE TO ROUND DRAWINGS. VERIFY AND PROVIDE DUCT TRANSITIONS TO FURNISHED R c. DUCT BOOTS SHALL BE INSULATED. EQUIPMENT. FIELD VERIFY AND ALL DIMENSIONS BEFORE FABRICATION. VI EYARD VIEW -----a-- RISE IN DUCT - IN H. ALL MATERIAL AND EQUIPMENT SHALL BE NEW. D—k D DROP IN DUCT - IN� -�►- DIRECTION OF AIRFLOW D d. INSULATE DUCTWORK PER SPECIFICATIONS. I. INSTALL ALL EQUIPMENT PER MANUFACTURER'S INSTRUCTION AND ID DIRECTION OF AIRFLOW 4. DUCT LEAKAGE LOCAL, STATE, AND NATIONAL CODES. —� DNE 24x12 W UP DNz�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 &24x12 DNW UP DN � 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 UP OR DOWN LEAKAGE LIMITS SHALL BE ASSESSED ON A PER-SYSTEM BASIS. JOISTS OR BRIDGING RIBS. +F N_ V N 11 6" BOOT K. ARCHITECT TO PROVIDE CUSTOM COLOR SELECTION FOR WALL CAPS, ROOF ` 0 0 14x8 X TAP SUPPLY/RETURN I. TOTAL RATER-MEASURED DUCT LEAKAGE SHALL MEET ONE OF THE JACKS, VENT TERMINATIONS & LOUVERS. N --o- RECTANGULAR MAIN FOLLOWING: N 14x8 RECTANGULAR BRANCH L. PROVIDE INSULATED REFRIGERANT PIPING BETWEEN EACH FAN COIL UNIT & HEAT _ ,.: 6 BOOT ROUGH-IN: <= 4CFM25 PER 100SF OF CONDITIONED FLOOR °f ' PUMP UNIT. PIPING SHALL BE SIZED AND INSTALLED PER MANUFACTURER'S AREA. INSTRUCTIONS. CAULK & SEAL REFRIGERANT PIPE PENETRATION THRU EXTERIORY+'` TAP SUPPLY/RETURN � 14" x RECTANGULAR MAIN FINAL: <= 8CFM25 PER 100SF OF CONDITIONED FLOOR AREA. WALL, WEATHER-TIGHT. 14 - N N s� ROUND BRANCH X691�3 M. COORDINATE FINAL DUCTWORK ROUTING & FITTINGS WITH APPROVED TRUSS P� II.DUCT LEAKAGE TO OUTDOORS SHALL BE <= 4CFM25 PER 100SF OF DESIGN. MODIFY LAYOUT AS NECESSARY TO ROUTE DUCTWORK THRU TRUSS CONICAL CONDITIONED FLOOR AREA. WEBS. 14" ao TEE SUPPLY/RETURN MIMI ROUND MAINb. ALL DUCTWORK SHALL BE RIGID METAL DUCT. NO FLEXIBLE DUCTWORK WILL N. REFER TO MANUFACTURER'S INSTRUCTIONS FOR SIZING & INSTALLATION OF issued date description 14" ROUND BRANCH BE ALLOWED. REFRIGERANT PIPING IN "LONG LINE" APPLICATIONS. + LATERAL 0. PROVIDE MASTIC SEALANT ON ALL JOINTS, LONGITUDINAL & TRANSVERSE 1 03/14/19 Issued for Construction ao SUPPLY/RETURN c. DUCT BOOTS SHALL BE SEALED TO THE FLOOR,WALL OR CEILING USING SEAMS AND CONNECTIONS IN DUCTWORK. MASTIC SEALANT SHALL BE LISTED 14 ROUND MAIN MASTIC. & 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 ACCUMULATION OF CONDENSATION. INSULATION. SEALANT SHALL BE LOW VOC. P. WALL CAPS & ROOF JACKS SHALL BE CORROSION RESISTANT GALVANIZED MITERED ELBOW WITH e. SEAL EXHAUST FANS TO DUCTWORK. FANS SHALL BE SEALED TO DRYWALL STEEL WITH BIRD SCREEN AND BACK DRAFT DAMPER. COLOR SELECTION TURNING VANES WITH MASTIC. BY ARCHITECT. f. SEAL ALL REGISTER/GRILLE/DIFFUSER BOXES TO DUCTWORK. Q. MOUNTING HEIGHT FOR THERMOSTATS SHALL BE 46" TO TOP OF COVER, ABOVE FINISHED FLOOR. DUCTWORK WITHIN g. PROVIDE MASTIC SEALANT ON ALL JOINTS,LONGITUDINAL&TRANSVERSE 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. F - 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. B• MAINTAIN SERVICE CLEARANCES OF ALL EQUIPMENT. ENSURE NO OTHER 0 SERVICES RUN THROUGH ACCESS AREA. drawn by: BNS C. DISPOSE OF ALL WASTE MATERIALS, CAUSED BY CONSTRUCTION, OFF SITE IN checked by: CEF A PROPER LEGAL MANNER. D_ WHERE DUCTS PASS ABOVE EACH OTHER, OFFSET AS REQUIRED INTO JOIST scale: 1/8"= 1'-0" SPACE. E. INSTALL ALL DUCTWORK WITHIN THERMAL ENVELOPE OF BUILDING. project number: 10002 scaled inch F. ALL DUCTWORK BOOTS MUST BE SEALED TO THE DRYWALL OR FLOOR sheet number SHEATHING PENETRATION. BUILDING B 1I + + +4 + + 7I +8 9IH HO - 00 5�- �]9 °{ ENGiNEERiNG Mechanical/Electrical Engineering Consultants WE Project#170412 Rochester I Buffalo I Syracuse I Schenectady 150 N.CHESTNUT ST. 585.288.5590 ROCHESTER,NY 14604 www.meengineering.com BEATTY HARVEY COCO ARC H I T E C T S , LLP NEW YORK I MARYLAND A, 1300 Wait 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 NO. OF ELECTRICAL DESIGN EQUIPMENT 1000 University Avenue Suite 500 SYSTEM UNIT NO. LOCATION SEER REFRIG INDOOR UNIT NO. UNIT TYPE LOCATION CFM VOLTS PHASE MCA(A) REMARKS Rochester, NY 14607 UNITS TMBH SMBH MBH COP HSPF VOLTS PHASE MCA MOP INDOOR UNIT OUTDOOR UNIT 585.324-0500 SD-HP-1 SLIMDUCT MECH CLOSET 265 208 1 - FUJITSU MODEL ARU9RLF civil engineer DSS-1 CU-DSS-1 GRADE 18.0 - 22.0 3.79 10.3 21.5 410A 2 208 1 19.7 20 FUJITSU MODEL AOU18RLZFZH 1,2,3,4 DSS-HP-1 HIGH WALL LIVING ROOM 253 208 1 - FUJITSU MODEL ASU9RLF1 LKMA 437&405 SD-HP-2 SLIMDUCT MECH CLOSET 324 208 1 - FUJITSU MODEL ARU9RLF South Country 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 1,2,3,4 631.22886..86688668 DSS-HP-1 HIGH WALL LIVING ROOM 253 208 1 - FUJITSU MODEL ASU9RLF1 m.e.p. &f.p. SD-HP-3 SLIMDUCT MECH CLOSET 353 208 1 - FUJITSU MODEL ARU9RLF M/E Engineering, P.E. 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 + 150 North Chestnut Street Rochester, NY 14604 585.288.5590 DSS-HP-1 HIGH WALL LIVING ROOM 253 208 1 - FUJITSU MODEL ASU7RLF1 REMARKS: structural engineer 1. PROVIDE WITH LOW AMBIENT KIT, AND WIND BAFFLE, HARD WIRE TSTAT KIT. TDM Consulting 550 North County Road,Suite Engineering 2 .PROVIDE WITH AN INTERNAL CONDENSATE PUMP 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 X TRUE NORTH C- FAN SCHEDULE FAN CHARACTERISTICS MOTOR CHARACTERISTICS UNIT NO. LOCATION SERVICE BLADE S.P. FAN MANUFACTURER & MODEL No. REMARKS2 11 TYPE TYPE CFM (In. WC) RPM SONES DRIVE RPM HP (W) VOLTS HZ PHASE STARTER IIe�■ 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 1 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 VINEYARD VIEW 6. BACKDRAFT DAMPER 7. PROVIDE WITH FACTORY LED LIGHT KIT 8. PROVIDE WITH FACTORY RADIATION DAMPER ASSEMBLY D 9. PROVIDE WITH FACTORY GFCI PROTECTION FOR WET -OCATION INSTALLATION D County Road 48 Greenport, NY 11944 seal OV - F_. ELECTRIC HEATER SCHEDULE - ELECTRIC D,1 ` �� s UNIT NO. LOCATION TYPE CFM HEATING ELEMENT KW VOLTS PHASE AMPS NOTES DESIGN EQUIPMENT EWH-S VARIOUS SURFACE MOUNTED 100 1.8 120 1 15.0 1,2 QMARK AWH3180 EWH-R VARIOUS RECESED 100 1.8 120 1 15 1 QMARK AWH3180 s� o "�31 4✓ O 59-1 NOTES: A)orr_ss\01\1� 1. PROVIDE UNIT WITH FACTORY CONCEALED TAMPER RESISTANT THERMOSTAT. SET AT 50 DEG F. 2. PROVIDE UNIT WITH AWH-SM SURFACE MOUNTING FRAME. E 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 2 Al, B4 BOLDING 3 A2, 133 -� drawn by: BNS checked by: CEF scale: AS NOTED project number: 10002 scaled inch sheet number -" BUILDING B ENGiNEERiNG 0 Mechanical/Electrical Engineering Consultants D M/E Project#170412 Rochester I Buffalo I Syracuse I Schenectady 150 N'CHESTNUT ST. 585.288.5590d ROCHESTER NY 14604 www.meengineenng.com Re w�T w€5 gee► u # 0 4 BEATTY HARVEY COCO 5 4 4 5 DRAWING NOTES. ARCHITECTS , LLP Q 4 O1 ELECTRIC METER BY DIV. 260000 SHOWN FOR COORDINATION ONLY. NEW YORK I MARYLAND 1300 Walt Whitman Road, New York, 11747 5 5 1 O2 ELECTRICAL TRANSFORMER BY DIV. 260000 SHOWN FOR COORDINATION ONLY. 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 RELIEF VALVE FROM ANY INGNITION SOURCE OR OPENING INTO THE BUILING. civil engineer LKMA S4 S3 437&405 South Country Road Brookhaven,NY 11719 2 631.286.8668 S m.e.p. &f.p. M/E Engineering, P.E. B 150 North Chestnut Street LANDBANKED 2 + PARKING F-1 p Rochester, NY 14604 585.288.5590 T� o structural engineer 1 TDM Consulting Engineenngy 550 North County Road,Suite S2 Saint James, NY 11780 S3 S4 631.686.5234 S2 4 4 key ,9 BLDG. 2(TYPE B) 1111111 NORTHTRUE C �S1 FIN. FLR. EL. =23.25' 1 5 6 5 5 5 3 4 4 0 OO 3 6 1 4 O O 2 0 O 4 T O 0 project 0 000 00 0 0 5 5 4 4 4 �S4 4 VINEYARD VIEW S1 0 Dk 5 6 D ID 0 1 5 5 5 3 County Road 48 4 BLDG. 3 (TYPE B) BLDG.4(TYPE A) 5 Greenport, NY 11944 PROPOSED FIN. FLR. seal BUS SHELTER FIN.ELFLR. EL. = BLDG. 6 (TYPE 5 23.25 23.25' FIN. FLR. EL. hFT 'i oS 23.25 S S2 4 O ❑❑❑❑ s2 ED \ ® 05 Fa os9`7g3 3 0 4 p (D 5 5 — — S2 4 O 4 S1 a �S2 3 6 1 4 E issued date description ❑❑❑❑ S2 1 03/14/19 Issued for Construction ❑ ❑ S2 6 3 ❑ ❑ NDBANK 3 1 4 4 ❑ ❑ PARKIN ❑ ❑ COD FIN. FLR. EL. =29.0' S22 S1 5 5 BLDG. 7(TYPE D) T 4 S FIN. FLR. 1 2 S' EL. _ p O 23.25' 5 5 4 4 + 3� O 5 5 BLDG. 5 (TYPE A) FIN. FLR. EL. =25.15' O 4 title 4 3 5 5 SITE PLAN - � 6HVAC 1 O 4 4 O C� O T 2 S4 p O 1 drawn by: BNS checked by: CEF scale: 1/8"= 1'-0" project number: 10002 � scaled inch DrawingName sheet number SCALE: 1"=30'-0" BUILDING B 4 7 �— 9 H HO . 02 F— + ENGiNEERiNG PELICAN THERMOSTAT SCHEDULE Q Mechanical/Electrical Engineering Consultants BUILDING UNIT M/E Project#170412 Rochester I Buffalo I Syracuse I Schenectady 150 N.CHESTNUT ST. 585.288.5590 BUILDING 2 Al, B4 ROCHESTER,NYAW4 www.meengineeing.com wr er+ BULDING 3 A2, B3 BEATTY HARVEY COCO ARC H I T E C T S , LLP NEW YORK I MARYLAND 1300 WaitWhitman Road, New York, 11747 I p p:(631)300-1010 —�— owner/developer Conifer Realty CU-DSS-2 1000 University Avenue Suite 500 17 4 6 Rochester,NY 14607 17 4 6 1� 17 426 19 17 4 26 585.324-0500 19 18 I8 CU-DSS-2 18 19 19 CU-DSS-2 CU-DSS-2 civil engineer 17 4 5 17 4 5 TYP. TYP. 5 417 l8 1g LKMA TYP. 437&405 I CU-DSS-2 South Country Road TYP-2 Brookhaven,NY 11719 -- ----- ------ 8 8 631.286.8668 - ------ --x ------------ ----- ® ® m.e.p. &f.p. 21 0 0 o M/E Engineerin , P.E. S 0 21 g 150 North ChestnutStreet 21 + - ------------- 100 ------ ----- - ---- ---------------- - ---------- --- 0 x x 18 18 Rochester, NY 14604 0 ------ ---------- ----- -------- -- ---- Tom'- CU-DSS-2 TYP. -"�--------------------- --- TYP-2 585.288.5590 --- - ---------------------IRS- 22S -- --------------- structural engineer g CU-DSS-2 RR 1 00 1 00 — --- - ----- --- ---- TDM Co NorthtC County Sere E TYP-2 _.__—_—_—_— 22x6 —_--- -- ------ ----------- --- -------------- 0 0 RS " EWH-S 0 0 Saint James, NY 11780 _ — -- RR ------------- 12x8 - - - ------- 631.686.5234 00 ------ ---------------- -- ---- -- 22x6 - --- 8 110 ------------�--- - - ----- --- - 16 RR 3 ---------------------- -------- TRANSITION FROM 22x6 A 4" TO 6" DUCT IN - --- - ----- ----- ------- ---- --- - ----- -- - ------- _ — ---- - -- THE VERITCAL RISE. 6" 6' UP TO ROOFJACK. /\Y\\ key - ------ - -—- ------ -—-— - -------- — --- 19 T� RUE ox 10 °p 10 x 00 15 PELICAN © CU-DSS-21111111Lj NORTH --_------------- — -- --- - ---- -- ------- -- -------- - --- - -- - -- — - ---- -------- WIRELESS TYP-2 IC EF-A1 353 TG RR RR REPEATER ---4 -2 --- 1 ----- -—-— 22x6 ----- - 22x6 10 9 22x6 5 _ — --- -- 16 ---- _- - ----- 0 6" 8�� _- 12 00 3 - - - - T-- • nil -------------- --- -- -- - l _ FRG — — -- - --- ----- --- --- -- - ----- -- ° 18 �M■ - . x1O =T--- (� a 1 C C)x6 . 5x10 SD-HP-3 ---- --- - ------ 20 - — -- - 1 - 0 �� ---- RSA 0 a ��3 - -{ -- -- - ------- 10x6 - 4 ----- --- - , ------ ------------ --- FIRE STOP THE 2-4----------c° ------- --- -- _ - - 4" DUCT PENETR N -- — ---------- ----- - --- ------- „ �� x -O ----�- - RR- - 6r.---- �- ----- ° 11 10 �� 22x 3 10x6 project -- ------ - ------ --- ------- ---- ---------- - -- ------- - -�D=l ()r2 --- - -_-- -- — - - - ---- 8 _ ° 1 X10 c _-_____ _ -_-_-_ ___ o VINEYARD VIEW --------- --- ------ -- ---- -- - ----- ----- -- ------ ----- --- --- EF-A1 N --- — -- -- ----- ------------ -- 1 11 614 �► w 811 A 00 7" ! 12x10 ° ° 0 D x County Road 48 ------ - -- - - --- --- S --- -------- --- -- — - _r_ - -------- ---- — 18 17 4 5 Greenport. NY 11944 RS 00 TYP. TYP. 19 - - ------------- 12x8 ---- --- - - - - ------ - -106 --- ---------- — ---- - SD-HP-1 _ERG__ seal 13 - -- ------ 20x10 2 4 12x8 - —_ __ — 18 F E - - --------- ----------- -------- -- -- - - x --- ------------ ------------ ---- - - -- - -------265 --- —lam`- ------- I 11 - --- — — - - -------- - ---- - - ------------------ ------------ -- -- - ------7----- ------------ u C 0 T - - 7 L11 C) ---------------- ----------------- - - - ------------------ --------- -- - -- ------------- 5 0 �697�3 c: ------- --- ----- ------------------- - -- ---------------- - 18 - 26 —-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-— E T ------ ----------- ------------------ issued date description 17 4. THIS UNIT DOES NOT RECIEVE A THIS UNIT DOES NOT RECIEVE A 1 03/14/19 Issued for Construction 4 5 13 5 3 PELICAN WIRELESS THERMOSTAT PELICAN WIRELESS THERMOSTAT 5 --------------- --------- ---------- — - -- --------- ------------------- 6 DSS-HP 1 ----------- -------------- 13 - -------------------------------- LE ----------------- -- ---------- 8 -------------------------- ------ DSS-HP-2 -- - -- ------------------------------ ---- ---- EWH-R DSS-HP-1 EWH-R T UNIT DOES NOT IL 1 11 F CIEVE A PELICAN ---- --- -------------- THIS UNIT DOES N T WIRELESS THERMOSTAT --- --- ------------------------------ - WIRELESSECIEVE APELIC THERMOSTA EWH R WH-R title BUILDING B - ® ® ® FIRST FLOOR GENERAL N TE 1 BUILDING "B" FIRST FLOOR PLAN -HVAC PLAN - HVAC AC A. CENTER REGISTERS ON THE WINDOW(S) WHERE SHOWN AT WINDOWS. ® ® SCALE: 114"=1'-0" ALL DUCTWORK THAT PENETRATES THE FIRE RATED LID SHALL HAVE A B. RADIATION DAMPER INSTALLED. DRAWING NOTES: DRAWING NOTES: DRAWING NOTES: DRAWING NOTES: SEE SITE PLAN FOR ACTUAL LOCATION OF CONDENSING UNITS. UNITS G C. SHOWN ON THIS PLAN FOR FOR MULTIPLE BUILDINGS AS NOTED BELOW. O COORDINATE THE HEIGHT OF THE THERMOSTATS WITH THE ADJACENT 10 CLOSET TO HAVE A LOWERED CEILING. COORDINATE WITH 17 CONDENSING UNITS TO BE MOUNTED ON QUICK SLING 18" MINI ® CONTRACTOR SHALL COORDINATE WITH SITE CIVIL TO ENSU R drawn by: BNS LIGHT SWITCHES. THE CENTERLINE OF THE THERMOSTATS AND LIGHT ARCHITECTURAL RCPS SPLIT STAND (QSM1800). STAND SHALL BE PERMANENTLY FIXED CONDENSERS ARE ON THE CONCRETE PAD. SWITCHES SHALL BE THE SAME. TO THE CONCRETE PAD PER HCR REQUIREMENTS. checked by: CEF DRAWING NOTES: © EXHAUST FANS ARE TO HAVE A FACTORY RADIATION DAMPER. 11 PROVIDE 45 DEG. HEAL TAP AT EACH BRANCH DUCT. 18 PROVIDE TITAN GS30 (OR EQUIVALENT) EXTERIOR WALL D CONDENSING UNIT FOR BUILDING 2 scale: AS NOTED 12 BLADES OF THE RETURN GRILLE SHALL POINT TOWARD THE PENETRATION. 26 CONDENSING UNIT FOR BUILDING 3 O CODE REQUIRED HEAT PUMP CLEARANCE, KEEP AREA FREE FROM O PROVIDE 7" DUCT DOWN THROUGH THE FIRE RATED CEILING WITH A ADJACENT WALL. project number: 10002 OBSTRUCTIONS. RADIATION DAMPER AND FIRE STOP THE PENETRATION. PROVIDE AN 19 CONCRETE PAD BY SITE CIVIL CONTRACTOR. SHOWN FOR © PELICAN WIRELESS REPEATER TO BE PLUGGED INTO THE ACCESS DOOR IN THE SOFFIT. REFER TO DETAIL DRAWINGS FOR 13 PROJECTED TRUSS LAYOUT. COORDINATE WITH STRUCTURAL. COORDINATION ONLY. CONVINCE OUTLET IN WATER/ELEC ROOM. scaled inch PROVIDE A 20x10 RETURN AIR FILTER FOR ALL FILTER RETURN GRILLE. FURTHER INFORMATION. FILTERS SHALL MATCH THE RETURN GRILLE SIZE. 14 PROVIDE EXHAUST FAN WITH WET LOCATION GFCI KIT. LOCATE FAN 20 CONTRACTORS SHALL ROUTE THE RL/RS PIPING TO INTERIOR ® REFRIGERANT PIPING ROUTED BELOW CONDENSING UNIT. sheet number ® COORDINATE THE EXACT LOCATION OF WALL CAPS WITH ARCHITECTURAL CENTERED ON LONG DIMENSION OF THE TUB, CENTER FAN ON SHORT UNITS PER MANUFACTURES RECOMMENDATIONS. (�3 TRANSFER GRILLE TO BE MOUNTED CENTERED ABOVE DOOR WHERE ELEVATIONS. THE EXHAUST WALL CAPS MUST HAVE A MINIMUM 3'-0" DIMENSION OF TUB AS TRUSS LAYOUT ALLOWS. AVAILABLE. BLADES OF THE RETURN GRILLE SHALL POINT TOWARD THE SEPARATION FROM ANY INTAKE OR OPERABLE WINDOW. COLOR SHALL 21 PROVIDE MINIMUM 12" CLEARANCE BETWEEN CONDENSING UNITS. BUILDING B CEILING. BE SELECTED BY ARCHITECT. 15 EXHAUST DUCT UP TO ROOF JACK ON ROOF. SEAL PENETRATION WEATHER TIGHT. SEE DRAWINGS H-104 FOR FINAL LOCATION AND © PROVIDE MINIMUM 12" BETWEEN CONDENSING UNITS AND EXTERIOR ® FILTER RETURN TO BE MOUNTED 8" AFF. BLADES ON THE GRILLE SHALL O9 DUCTWORK LOCATED ABOVE LOWERED CEILING, NOT IN THE TRUSS ROUTING. WALL POINT DOWN TOWARDS THE FLOOR. SPACE. 16 INSIDE OF DUCT WORK TO BE PAINTED FLAT BLACK. © REPLACE THERMOSTAT WITH PELICAN WIRELESS ON UNITSH 1 . 0 SPECIFIED ON THERMOSTAT SCHEDULE. + + I H r PELICAN THERMOSTAT SCHEDULE ¢tENGNEERiNG Mechanical/Electrical Engineering Consultants BUILDING UNIT M/EProject#170412 Rochester I Buffalo I Syracuse I Schenectady BUILDING 2 Al, B4 150N.CHE14U N 585.2885590 i as e a r 11 alb ROCHESTER NY 14604 www.meengineering.com BULDING 3 A2, B3 BEATTY HARVEY COCO A RC H I T E C T S , LLP NEW YORK I MARYLAND 1300 Walt Whitman Road, New York, 11747 I p p: (631)300-1010 -�- owner/developer , Conifer Realty 1000 University Avenue Suite 500 Rochester, NY 14607 585.324-0500 civil engineer LKMA 437&405 South Country Road Brookhaven, NY 11719 631.286.8668 RSFm.e.p. &f.p. 12x8 ------------------------ ------------------------ M/E Engineerin , P.E. 100 x x ,R 150 North ChestnutStreet Rochester, NY 14604 ----------------- ----- -------- -------- -—- 585.288.5590 ----------------- _ -------- ------- —R&- structural engineer 12x8 12x8 -------"-"---" "-" "--- _�Q 10o X TDM Consulting Engineering ------------------ -—_—_— -—_— _ 550 North County Road,Suite RR ----------------- - ----------------- Saint James, NY 11780 22x6 — _ 631.686.5234 RR - ------------- - S - -- ----------------- 5 5 22x6 3 12x8 41 --- - ------------- _ — ---- - --- 110 TG 15 T ---------------RR------�---------------- key 22X6 3 ------- --- ---------- ------- --- -co -- - -- ---- 22x - ------------------ TRUE T N NORTH C ------- --- ---- --- -— - -- - --- - -—- --- ----------------- P I E— - !I — Al EF_A2 Q6 13 11 22G6 _ - 22x6 U ® 5 6 - - -- --- -- ----- -- - ---------IL �RR x63T- ------------ ------- - --- -- -- - --- ---- - - ' / -- - ----- -= — - o 'son ---- ---- 14 � 611 1 O9 C: 14 ------------- -------- - --- — -- -- ----- Q ARSA 10 _ _ ----- — — ------ ------------ -- — - x6 1ox6 _ RSA 30 ---- - --------- - — -- — - I -- �' D _� 15----- �/ — 10x6 ----- -r-- - - - - (� — - 1117 , - --- -- -- --- --- ----- -- - ----- — i' 22x6 — 6 - ---- 14 - - - ---- - o / project ° T -—-—-—- —-—-—-—-—- VINEYARD VIEW FRG -----T----- --- ----- ---EF-A1-- 00 -2 - --- --- - 2 20x10 --- 1 + - --10 6 13 - - _ — -------- --- -+------ -------- = ( _ 0 0 5 7 14 1 14x10 0 o D -------------- -- - ------ _ r_ X + County Road 48 RS --- 81 ---- — - Greenport, NY 11944 12x8 FRG - ------------------ -1-00 ------ - - --- SD-HP-1 20x10 2 4 _ _ _ _ _ _ seal - - ------------------ -------- --- ---- -- -------- - 265 - - ---- 14 7--- -- - - �c'` ------------ ----- --- ----------- ------------ 0 - 0 rl,n LU - - -----5-- - - - X a ❑ ___---__ - ----- � _ 3 n ------------------------------------ ------- -------- � ----1069-7& 11' 2 -------- - ` 5 -----12------_------- -- "—"-- "—"—"—"—" "—"—"—"—"—"—"—"--- - E issued date description T -- ---- ------------------------------ - 1 03/14/19 Issued for Construction -- ---- - ----------------------------- - DSS-HP-1 -- ----- ---�-------------------------- - -- --- ----- ------------------------- - ------------------------------- ----------------------- ------------_-_-_-_-_---_-_-_-_- --- ��\ DSS-HP-1 THIS UNIT DOES NOT RECIEVE A THIS UNIT DOES NOT RECIEVE A -- ----- -------- ---------------------- - PELICAN WIRELESS THERMOSTAT PELICAN WIRELESS THERMOSTAT IS UNIT DOES NOT ----------------------------------- _ �- RECIEVE A PELICAN -- THIS UNIT DOES N WIRELESS THERMOSTAT ---------- --- ------------ RECIEVE A PELICAN --- ------------------------------- WIRELESS THERMOSTA --------- --- ------ ---12-------------- - title Li BUILDING B - 'GaqE-RAt-NO SECOND FLOOR A. CENTER REGISTERS ON THE WINDOW(S) WHERE PLAN - HVAC SHOWN AT WINDOWS. B. ALL DUCTWORK THAT PENETRATES THE FIRE RATED LID C SHALL HAVE A RADIATION DAMPER INSTALLED. DRAWING NOTES: DRAWING NOTES: —� drawn by: BNS + DRAINING NOTES: © EXHAUST FANS ARE TO HAVE A FACTORY RADIATION DAMPER. 12) PROJECTED TRUSS LAYOUT. COORDINATE WITH STRUCTURAL. 1 BUILDING "B" SECOND FLOOR PLAN -HVAC checked by: CEF O CODE REQUIRED HEAT PUMP CLEARANCE, KEEP AREA FREE FROM O PROVIDE 7" DUCT DOWN THROUGH THE FIRE RATED CEILING WITH A 13 PROVIDE EXHAUST FAN WITH WET LOCATION GFCI KIT. LOCATE FAN OBSTRUCTIONS. RADIATION DAMPER AND FIRE STOP THE PENETRATION. PROVIDE AN CENTERED ON LONG DIMENSION OF THE TUB, CENTER FAN ON SHORT H-1.02 SCALE: 114"=1'-0" ACCESS DOOR IN THE SOFFIT. REFER TO DETAIL DRAWINGS FOR DIMENSION OF TUB AS TRUSS LAYOUT ALLOWS. scale: AS NOTED O2 PROVIDE A 20x10 RETURN AIR FILTER FOR ALL FILTER RETURN GRILLE. FURTHER INFORMATION. project number: 10002 FILTERS SHALL MATCH THE RETURN GRILLE SIZE. 14 EXHAUST DUCT UP TO ROOF JACK ON ROOF. SEAL PENETRATION O3 TRANSFER GRILLE TO BE MOUNTED CENTERED ABOVE DOOR WHERE O DDUCTWORK LOCATED ABOVE LOWERED CEILING, NOT IN THE TRUSS R TIGHT. SEE DRAWINGS H-104 FOR FINAL LOCATION AND ROUTING. scaled inch AVAILABLE. BLADES OF THE RETURN GRILLE SHALL POINT TOWARD THE sheet number CEILING. O9 CLOSET TO HAVE A LOWERED CEILING. COORDINATE WITH 15 INSIDE OF DUCT WORK TO BE PAINTED FLAT BLACK. 4 FILTER RETURN TO BE MOUNTED 8" AFF. BLADES ON THE GRILLE SHALL ARCHITECTURAL RCPS 16 REPLACE THERMOSTAT WITH PELCAN WIRELESS ON UNITS SPECIFIED ON POINT DOWN TOWARDS THE FLOOR. 10 PROVIDE 45 DEG. HEAL TAP AT EACH BRANCH DUCT. THERMOSTAT SCHEDULE. BUILDING B O5 COORDINATE THE HEIGHT OF THE THERMOSTATS WITH THE ADJACENT 11 BLADES OF THE RETURN GRILLE SHALL POINT TOWARD THE ADJACENT 17 FIRE RATED SHAFT. COORDINATE WITH ARCHITECTURAL BACKGROUNDS. LIGHT SWITCHES. HE CENTERLINE OF THE THERMOSTATS AND LIGHT WALL. SWITCHES SHALL BE THE SAME. H H 1 . 02 GENERAL NOTES: ENGiNEERNG A. DUCTWORK SHOWN DASHED SHALL BE ROUTED IN ROOF TRUSSES. Mechanical/Electrical Engineering Consultants M/E Project#170412 %VW B. Ft00F JACKS SHALL BE INSTALLED WITH Rochester I Buffalo I Syracuse I Schenectady CENTER LINES ALIGNED AS SHOWN IN THE 150 N.CHESTNUT ST. 585.288.5590 a,I! t�,Y ik,� t i6fi%� 0,0 DRAWINGS. ROCHESTER NY 14604 www.meengineen.ng.com li+i .rimae i a aq s� BEATTY HARVEY COCO DRAWING NOTES: A RC H I T E C T S , LLP NEW YORK I MARYLAND Ol PROVIDE ROOF JACK EXHAUST OUTLET FOR w York, 11747 New,o R an ad A BATHROOM EXHAUST. SEAL PENETRATION WEATHER IA 1300 wart Whitman TIGHT. REFER TO DETAIL 5, DRAWING H5.01 owner/developer (n R ad, Ne -� 2 010 PROVIDE ROOF JACK EXHAUST OUTLET FOR RANGE HOOD EXHAUST. SEAL PENETRATION WEATHER Conifer Realty 1000 University Avenue Suite 500 TIGHT. REFER TO DETAIL 6, DRAWING H5.01. Rochester, NY 14607 3 DUCT DOWN TO TYPICAL UNITS. SEE PLANS FOR 585.324-0500 ROUTING. civil engineer LKMA 437&405 South Country Road C Brookhaven,NY 11719 631.286.8668 m.e.p. &f.p, g g B 150 North Chestnut Street B � E Enc NY 14604 585.288.5590 structural engineer TDM Consulting Engineering 550 North County Road,Suite E Saint James,NY 11780 631.686.5234 1 2 1 key TRUE 2 1 NORTH IC ` ——— ——————— I ` I I I OO 3 3 3 r; ��\ i i I CD 1 I I 1 (0 1 I project �� `�� 3 VINEYARD VIEW °� 3 D County Road 48 Greenport, NY 11944 seal of Ei- y 7ZI fT' 711 � Cl) ftg �a IiJ O 061)7 EIt — E issued date description -� 1 03/14/19 Issued for Construction title BUILDING B - ROOF PLAN HVAC drawn by: BNS checked by: CEF scale: AS NOTED project number: 10002 BUILDING "B" ROOF PLAN -HVAC scaled inch H-1.Q3 SCALE: 114"=I%0" sheet number BUILDING B � ENGiNEERiNG - E:XTERIOR WALL CR PARAPET WALL SEAL Mechanical/Electrical Engineering Consultants PENETRATION OUTLET WITHELASTOMERIC M/E Project#170412 '""171 -SE COMPRESSION SLEEVE TYPE Rochester Buffalo I Syracuse I Schenectady TITAN GS30 (OR EQUIVALENT) FILTER DRIER ROCHESTM150 N. NUTNY 60T. ineen g.com Ik{ 1±t1 , 6 �1 jfq ROCHESTER NY 14604 vrnw.meengineering.com � .�6i +wF'»�' REFRIGERATION INSULATION ACCESS VALVE PROTECTIVE PVC TYPICAL COVER —DECK BEATTY HARVEY COCO ARCHITECTS , L L P ELASTOMERIC LINE-SET ANCHOR TO DECK TYPICAL LIQUID LINE NEW YORK I MARYLAND COMPRESSION & ANTI- HEATPUMP A VIBRATION SLEEVE CONDENSING RL 1300 Walt Whitman Road, New York, 11747 TOTAL DIMENSION VARIES UNIT RS A p: (631)300-1010 UNISTRUT CHANNEL REFRIGERATION PIPING WITH QUANTITY OF PIPES ANCHOR OVER INSULATION SUPPORTED owner/developer INSULATION FOR HANGER RODS Realty REFRIGERANT t Avenue SUCTION LINE REFRIGERATION INSULATION ZSEE ROOFTOP 1000 University Avenue Suite 500 PIPING INSULATED CONDENSING UNIT Rochester, NY 14607 MOUNTING DETAIL 585.324-0500 UNISTRUT LABEL PIPING TO IDENTIFY AS HOT civil engineer GAS, LIQUID OR I I ' REMOTE SENSING REFRIGERANT - SUCTION. SECURE REFRIGERANT BULB ON RS PIPING LKMA SUCTION LINE 437&405 PIPING TO SUPPORTS WITH South Country Road UNISTRUT CHANNEL STRUT MOUNTED CLAMP Brookhaven,NY 11719 0 631.286.8668 REFRIGERANT o INSULATION RS m.e.p. &f.p. LIQUID LINEo (TYP.) IDSS NIT t _J M/E En ineerin , P.E. ��, RL , ocR 150 No h Chestnu Street Rochester, NY 14604 o UNISTRUT CHANNEL 585.288.5590 INSULATION SHALL BE structural engineer I gal I BETWEEN CLAMP AND THERMAL SUCTION TRAP I I I li I EXPANSION (VERIFY WITH PIPING. TDM Consulting Engineering III I VALVE (TXV) UNIT MANUFACTURER) 550 North County Road,Suite Saint James, NY 11780 MECHANICAL CONNECTIONFOAM I i i j I i l l\ 631.686.5234 SECURED WITH PIPE SECURE REFRIGERANT STAINLESS STEEL CLAMP � � DETAIL NOTES: I � ' CADDY -I �� PIPING TO SUPPORTS I WITH "CUSH-A-CLIP" BY A. CONFIRM REFRIGERANT LINE LENGTHS WITH WALL FASTENERS I I I "HYDRO-ZORB" OR EQUAL MANUFACTURER FOR EACH SYSTEM. key SELF-TAPPING 3/8" HEX I I i (TYP.) X HEAD. 1/4" DIAMERTER ALL B. VERIFY THE REQUIREMENT FOR A SUCTION LINE TRUE TRAP AT THE BASE OF THE REFRIGERANT NORTH CF MATERIAL ANCHOR SCREWS i i ' SUCTION (RS) LINE WITH THE MANUFACTURER. WITH ELASTOMERIC WASHERS. I LIQUID LINE I IC 4 I I C. THIS DETAIL IS INTENDED TO SHOW THE GENERAL SUCTION LINE SYSTEM COMPONENTS. THE SYSTEM SHALL BE WALL SURFACE SEAL PIPED IN ACCORDANCE WITH THE MANUFACTURERS ° ELASTOMERIC GASKET I RECOMMENDATIONS. �Ir■ a 0 ° 77 project 1 REFRIGERANT PIPE PENETRATION DETAIL 2 PIPE SUPPORT CADDY - DX PIPING CONNECTIONS DETAIL - VINEYARD VIEW AT GRADE 3 REFRIGERANT PIPE SUPPORT DETAIL H 4 CONDENSING UNIT ABOVE EVAPORATOR COIL H5.01 N.T.S. H5.01 SCALE NONE H5.01 D SCALE NONE SCALE NONE D County Road 48 Greenport, NY 11944 seal OF N UP TO GOOSENECK TERMINATION ON Cl)�� OPEN WEB ROOF. SEE ROOF PLAN ROOF JACK (BROAN MODEL TRUSS (TYP) FOR LOCATIONS 634 OR EQUAL). ALIGN ROOF MULTIPLE ROOF JACKS PER ROOF PLAN. ALL DUCTWORK IN COLD ATTIC /: J Fo 6 C '.. TRUSS SPACE TO BEINSULATED AS �f�or�stio��P` EXHAUST FAN S PEPER THE . ,4 E - RAD FACTA�ON `�i�/ CAULK/ SHOULD NOT E issued date description DAMPER i' ') 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 OPERATE FAN/LIGHT BOTH SIDES. FACTORY \`�--� � I_ I SEAL TO WALL. GRILLE SIMULTANEOUSLY SEAL PER '�' ARCHITECTURAL PLANS RATED i 7" EXHAUST FLOOR/CEILING / �I OUT TO WALL ASSEMBLY NOTE= PROVIDE SHEETMETAL DUCTWORK. WALL CAP CAP AT / NO FLEXIBLE DUCTWORK PERMITTED. (BROAN 2ND EXTERIOR WALL OPEN WEB / MODEL 647 FLOOR TRUSS (TYP) OR EQUAL) METAL DUCTWORK EXHAUST FAN MOUNTED IN RATED ASSEMBLY - THIRD FLn_n_R I 7- 7"0 / SLEEVE. INTERIOR PAINTED BLACK, SIGHT PROOF / (2) COATS. F 6" EXHAUST OUTi GRILLE ER TO WALL CAP AT OPEN WEB 7"0 GYPSUM BOARD • I / EXTERIOR WALL TRUSS (TYP) CEILING WALL CAP ___I / SOFFIT� MODEL 647 RADIATION /� / RETURN GRILLE /� % W/ BLADES FACING UP EXHAUST FAN OR EQUAL) DAMPER AT I I �— CEILING PLANEi title FACTORY — 6110 1 I I II � RADIATION — _—___—_ _._1_ I _ '' .> 8"x8" ACCESS DETAILS - HVAC DAMPER DOOET SHEEITH TALI PLENUM. p p RATED PLENUM LENGTH TO KITCHEN GYPSUM BOARD `� FLOOR/CEILING BE AS REQUIRED CEILING �� ASSEMBLY EXHAUST , RANGE HOOD DUCT TOBY G.C. p -- t OPERATE FAN/LIGHT PENETRATE CEILING FACTORY SIMULTANEOUSLY SEAL PER BETWEEN TRUSSES. GRILLE ARCHITECTURAL G PLANS ACCESS DOOR 0 IN SOFFIT + NOTE: PROVIDE SHEETMETAL DUCTWORK. BY G.C. NO FLEXIBLE DUCTWORK PERMITTED. 1ST drawn by: BNS FLOOR checked by: CEF EXHAUST 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 B 5 TYPICAL EXHAUST FAN MOUNTING DETAIL 6 TYPICAL KITCHEN RANGE HOOD EXHAUST DETAIL 7 BEDROOM TRANSFER DUCTWORK DETAIL 5.0 SCALE NONE 5.0 H5.01 H 2 SCALE NONE 4 N.T.S. 1 1 � � I� H5 . 01 51 617 I �f N F + ENGNEERiNG s;. Mechanical/Electrical EngineeringConsultants M/E Project#170412 Rochester Buffalo I Syracuse I Schenectady 150 N.CHESTNUT ST. 585.288.5590 0 j ., ; y , q� REFRIGERATION REFRIGERATION ROCHESTER NY 14604 www.meengineedng.com �r PIPING RS/RL PIPING RS/RL PROVIDE A PVC SLEEVE BEATTY HARVEY COCO EXTERIOR WALL A R C H I T E C T S , L I. P WHERE THE REFRIGERANT PIPING PENETRATES THE OF BUILDING NEW YORK I MARYLAND A BUILDING WALL. 1300 Walt Whitman Road, New York, 11747 p:(631)300-1010 owner/developer QUIPMENT BASE 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 L4 civil engineer FIXED TO THE CONCRETE PAD e . e• °• e• e• e e e• LKMA 1'-6" MIN PER HCR REQUIREMENTS 3" ABOVE PROVIDE A PVC SLEEVE GRADE ° ° e• e• °• °• e• qq MIN. GRADE 437&405 WHERE THE REFRIGERANT South Country Road PIPING PENETRATES THE Brookhaven, NY 11719 BUILDING WALL. 3 4 i " MIN. 631.286.8668 O O O O m.e.p.&f.p. B M/E Engineering, P.E. B 150 North Chestnut Street DETAIL NOTES: Rochester, NY 14604 10 ANCHOR BOLT, SIZE & LOCATION AS REQUIRED TO MATCH EQUIPMENT BASE. 585.288.5590 TYPICAL �2 PLASTIC SLEEVE & ANCHOR. structural engineer 6" HEAT PUMP MIN 11-6" OUTDOOR UNIT #3 REINFORCING BARS, 12" O.C. EACH WAY. TDM Consulting Engineering MIN (2-4 CONNECTIONS) 550 North County Road,Suite ® *4 DOWEL, 12" O.C. Saint James, NY 686.52304 CHAMFER. 11-611 CONCRETE PAD PER MIN © CONCRETE PAD 4,000 PSI CONCRETE, LENGTH & WIDTH, 6" GREATER THAN THE HCR REQUIRMENTS. EQUIPMENT BASE PLATE. SEE CONCRETE PAD key DETAIL FOR MORE GENERAL NOTES: INFORMATION TRUE A REFER TO SITE PLAN FOR DETAILS ON CONCRETE SLAB. 1111111L NORTH C B SITE CIVIL CONTRACTORS TO SUPPLY CONCRETE PAD, MECHANICAL CONTRACTORS TO SUPPLY ANCHOR BOLTS. 0 ■ I«■ a OO 0 project 1 TYPICj4L CONDENSING UNIT LAYOUT - AT GRADE INSTALLATION 2 CONCRETE EQUIPMENT BASE DETAIL - FOR CONDENSING UNITS VINEYARD VIEW H5.02 SCALE: NONE H5.02 D SCALE NONE County Road 48 Greenport, NY 11944 seal /F E DAO U 06g7N� issued date description 1 03/14/19 Issued for Construction title DETAILS - HVAC -�G - drawn by: BNS checked by: CEF scale: AS NOTED project number: 10002 scaled inch sheet number BUILDING B t H H5 . 02 �+ �+ +6 + THE DASHED LINE REPRESENTS THE ENGiNEERiNG WIRELESS MESH NETWORK BETWEEN PELICAN EQUIPMENT QUANTITY �:: THE GATEWAY AND REPEATERS. THERMOSTAT (TS200H) 4 Mechanical/Electrical EngineeringConsultants 120 V (TYPICAL) TEMP AND ALARM SENSOR (TAI) Z M/E Project#170412 NNW 10K TEMP PROBES (PROBE T-3) 2 Rochester I Buffalo I Syracuse I Schenectady 150 N.CHESTNUT ST. 585.288.5590 PELICAN WIRELESS *ROOMS ROCHESTER NY 14604 www.meengineering.com GATEWAY COMMUNITY BUILDING i -'--_ _ AINTENANCE ROO ,�INTERNET , 1SPARE PARTS TO BE TURNED OVER TO OWNER BEATTY HARVEY COCO CONNECTION A R C H I T E C T S , L L P \•� T H SLIM DUCT H5.03 SCALE NONE NEW YORK I MARYLAND UNITS WITH PELICAN1300 MONITORING � p:(631)300-1010 aWhitman York, 1 TO INDOOR UNIT owner/developer I � WIRELESS + I' \ + �. T H SLIM DUCT Conifera Realty REMOTE 1000 University Avenue Suite 500 REPEATER i , CONTROLLER Rochester, NY 14607 ++� I UNITS WITH PELICAN CABLE 585.324-0500 G + IN WATER I ' MONITORING RED ROOMS I+ HEATING W1 G W2 G WHITE civil engineer T H COOLING Y1 G BLACK 437&405 RUSS SPACE IN ALL UNITS WHERE South Country Road MONITOR PELICAN TSTATS ARE Y2 Brookhaven, NY 11719 SPECIFIED. FAN - LOW SPEED H1 631.286.8668 i, H2 m.e.p. &f.p. WIRELESS WIRELESS MESH NETWORK FAN - HIGH SPEED G3 FUJITSU THERMOSTAT CONVERTER M/E Engineering, P.E. __ REPEATER TO OTHER THERMOSTATS (UTY-TTRX) ,R 150 North Chestnut Street IN WATER \ IN APARTMENTS 24 VAC POWER R -f= Rochester, NY 14604 ROOMS 24 VAC POWER TO TRANSFORMER TR 585.288.5590 COMMON C COMMON TO TRANSFOMER structural engineer TC TDM Consulting Engineerin 1 THERMOSTAT SYSTEM NETWORK DIAGRAM 550 North County Road,Suite Saint James, NY 11780 631.686.5234 H5.03 SCALE: NONE: TRANSFORMER (NOT PROVIDED) key THERMOSTAT TRUE (TEMPERATURE/HUM NORTH PELICAN MODWIRELESS LESS � IC O O O D C R Rc Y W G W2Y2 p PELICAN THERMOSTAT SCHEDULE O BUILDING UNIT 0 BUILDING 1 A3 C2 SEE TYPICAL APARTMENT BUILDING 2 Al B4 UNIT PLANS FOR LOCATION BUILDING 3 A2 B3 a BUILDING 4 B1, C1 BUILDING 5 B2 project BUILDING 6 B7 C3 BUILDING 7 Bs, C4 VINEYARD VIEW INTERSTICIAL SPACE p MONITORING PROBE INSULATION PELICAN WIRELESS MODEL T3 4D (TYPICAL) County Road 48 Greenport, NY 11944 seal OF NE\� TYPICALSLIM DUCT THERMOSTAT WIRING DIAGRAM C-)� TRUSS SPACE H5.03 SCALE:NONE } {' 1 I , DRAWING NOTES: T INSTALL THE INTERSTICAL SPACE MONITORING PROBE DIRECTLYEL- EF 2 TO THE WOOD TRUSSES. PROBE SHAL BE IN THE FREE AIR, NOT 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. + LOCATED IN O3 THERMOSTAT TO BE LOCATED IN THE TRUSS SPACE DIRECTLY T TRUSS SPACE ABOVE 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 SYSTEM COMPONENTS. MODEL T3. + R TA- 1 4 O5 PROVIDE A 12x12 FIRE RATED ACCESS DOOR IN THE CEILING BELOW THE THERMOSTAT. COORDINATE THE EXACT LOCATION WITH THE TRUSS LAYOUT. Fk NEUTRAL 24 VAC LOCATION FOR PELICAN WIRELESS 3 MODEL TS2 0H THERMOSTAT TRUSS SPACE FOR ADDITIONAL title TEMPERATURE AND HUMIDITY MONITORING (ACCESSIBLE BUILDING B 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 E THRU FIRE RATED CEILING THERMOSTAT ACCESS DOOR). ' DETAILS D C R LOCATED IN TRUSS SPACE �----� Gk Ll >\�I I - drawn by: XXX I Ir i checked by: XXX scale: AS NOTED project number: 10002 scaled inch sheet number BUILDING B 3 TYPICAL TRUSS SPACE THERMOSTAT WIRING DIAGRAM - ABOVE CEILING TRUSS SPACE MONITORING EQUIPMENT H5.03 H SCALE NONE 21 61 4 6 H H5e03 8 9 ENGiNEERiNG ELECTRICAL SYMBOLS LIST COMMUNICATIONS SYMBOLS ONE LINE DIAGRAM SYMBOLS CLOSED CIRCUIT TELEVISION " , BASIC MATERIALS AND METHODS Mechanical/Electrical Engineering Consultants M/E Project#170412 SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION Rochester I Buffalo I Syracuse I Schenectady 150 N. •�+.t '�f CHESTNUT ST. 585.288.5590 t rE A��sF�J4.IJ 1 t i i�j� ROCHESTER,NY 14604 www.meengineering.com HOME RUN TO PANELBOARD. LETTERS/ ONE (1) TELEPHONE OUTLET AND CABLE. NUMBERS INDICATE PANEL. NUMBERS ® "W" INDICATES MOUNTED AT 46" A.F.F. �— FUSED DISCONNECT SWITCH E::]3 CAMERA (NO.1) INDICATE CIRCUITS. NUMBER OF ARROWS 180 - 180' CAMERA EQUALS NUMBER OF CIRCUITS. CIRCUIT 360 - 360° CAMERA GENERAL DESIGN CRITERIA: BEATTY HARVEY COCO SHALL BE 20 AMP, 120 VOLT, 2-•12, 1- 12 TMDF TELEPHONE MAIN DISTRIBUTION FRAME �- NON-FUSED DISCONNECT SWITCH LP-404 EG., IN 1/2 " C, UNLESS NOTED OTHERWISE. ARCH I T E C T S , LLP BRANCH CIRCUIT WIRING SIZE AND NUMBER Ezo CAMERA WITH PAN/TILT/ZOOM A. THIS PROJECT SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH NEW YORK I MARYLAND TO MATCH HOMERUN. REFER TO SPEC'S TIDF TELEPHONE INTERMEDIATE DISTRIBUTION FRAME ,�_ THERMAL MAGNETIC MOLDED CASE THE FOLLOWING ENERGY CONSERVATION AND FUNDING PROGRAMS: FOR RACEWAY TYPE. CIRCUIT BREAKER THE MOST STRINGENT CRITERIA SHALL APPLY. 1300 Walt Whitman Road, New York, 11747 Ip p:(631)300.1010 COMPUTER WORK STATION - DVM DIGITAL VIDEO MANAGEMENT - ENERGY STAR V3.1 (REV 9), WITH CHECKLISTS. owner/developer QTV GANGED DEVICES TWO (2) COMPUTER DATA OUTLETS AND HCRper Conifer Real ' t� 0 CABLES. ONE (2) DUPLEX RECEPTACLES CURRENT TRANSFORMER - LED V4 Conifer (VERSION 2018) CIRCUITED AS SHOWN ON DRAWINGS. MON MONITOR (NO.1) 1000 UniversityAvenue Suite 500 05 SPECIAL PURPOSE RECEPTACLE. PROVIDE DATA DROP WITH POWER - I Rochester, NY 14607585.324-0500 PROPER VOLTAGE, CLASS, CURRENT RATING ONE (1) COMPUTER DATA OUTLETS AND METE AND NEMA CONFIGURATION AS REQUIRED BY aD CABLES. ONE (1) DUPLEX RECEPTACLE O FUNCR TIO/INSTRUMENT LETTER INDICATES LUMINAIRES BRANCH CIRCUIT AND/OR MATCH CAP ON CIRCUITED AS SHOWN ON DRAWINGS. GENERAL NOTES (APPLY TO ALL DRAWINGS): EQUIPMENT BEING FURNISHED BY OTHERS. civil engineer WH - WATTHOUR METER PROVIDE CORD AND CAP. SYMBOL DESCRIPTION A. ALL CONDUITS/CABLES SHALL BE INSTALLED AS HIGH AS POSSIBLE ABOVE FINISHED CEILINGS SUBSCRIPT INDICATES TYPE: VIDEOPHONE STATION - AND CONCEALED IN WALLS UNLESS OTHERWISE INDICATED. ALL CONDUITS/CABLES SHALL RUN LKMA ONE (1) COMPUTER DATA OUTLETS AND 437 &405 EV CABLES. ONE (1) DUPLEX RECEPTACLE CEILING MOUNTED LUMINAIRE. UPPER CASE PARALLEL AND PERPENDICULAR WITH BUILDING WALLS AND STRUCTURE. South Country Road D - DRYER RECEPTACLE, 30A, 125/250V CIRCUITED AS SHOWN ON DRAWINGS. 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. �, P.E. B CIRCUIT TO SINGLE POLE CIRCUIT BREAKER(S), [� LETTERS INDICATE FIXTURE TYPE ON 150 North Chestnut Street -{- UNLESS NOTED OTHERWISE. PROJECTION VIDEO UNIT - ONE (1) COMPUTER ATS - AUTOMATIC FA�-d 4 Q M/E Enylneering SCHEDULE, LOWER CASE LETTER INDICATES C. LOCATIONS INDICATED FOR LIGHTING FIXTURES ARE APPROXIMATE. LOCATE FIXTURES DATA OUTLET AND CABLE, AUDIO/VIDEO MTS - MANUAL SWITCHING DESIGNATION. AS REQUIRED TO AVOID INTERFERENCE WITH BUILDING STEEL, PIPING, DUCTWORK, CONDUIT, Rochester, NY 14604 —►- SOLID FULL ARROW INDICATES 208 VOLT ❑ DISTRIBUTION CONTROL OUTLET WITH SVGA DIFFUSERS, GRILLES, SPEAKERS, SMOKE DETECTORS, ETC. FIELD COORDINATE EXACT 585.288.5590 CIRCUIT TQ MULTI-POLE CIRCUIT BREAKER, PV CONNECTOR, PROJECTOR BRACKET, LOCATIONS AS NEAR AS POSSIBLE TO THE LOCATION INDICATED. VERIFY COMPLIANCE UNLESS NOTED OTHERWISE. PROJECTOR UNIT AND ONE A E AMPERE WITH NEC ARTICLE 410.16 FOR INSTALLATION OF LIGHT FIXTURES IN CLOTHES CLOSETS, SPECIFICATION GRADE DUPLEX RECEPTACLE. LUMINAIRE CONNECTED TO NIGHT LIGHT PRIOR TO ROUGH-IN. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS. structural engineer PANELBOARD NL CIRCUIT TDM Consulting Engineering OJ JUNCTION BOX0 D. EXACT LOCATIONS OF CEILING MOUNTED SMOKE DETECTORS EXIT SIGNS ETC. 9 WIRELESS ACCESS POINT - SHALL BE COORDINATED WITH OTHER CEILING MOUNTED EQUIPMENT TO AVOID CONFLICT. 550 North County Road,Suit WAP ONE (1) COMPUTER DATA OUTLET AND CABLE F—� FLOURESCENT STRIP LOCATE DEVICES AS NEAR AS POSSIBLE TO THE LOCATION INDICATED. FIRE ALARM SMOKE Saint James, NY 11780 LOCATED ABOVE ACCESSIBLE CEILING. PROVIDE _ AND HEAT DETECTORS SHALL BE LOCATED 3'-0" MINIMUM FROM HVAC DIFFUSERS, 631.686.5234 EQUIPMENT OR TERMINAL CABINET AN ADDITIONAL 20' OF EXTRA CABLE TO -� GROUND CONNECTION REGISTERS, GRILLES, ETC. SMOKE DETECTORS AT SMOKE DOORS MUST BE INSTALLED FACILITATE THE RELOCATION OF THE WAP IN POLE MOUNTED SITE LUMINAIRE WITHIN 5'-0" OF THE DOORS (REFER TO NEPA 72). TOGGLE SWITCH, VOLTAGE AS INDICATED THE FUTURE IF NECESSARY. Sa,b,c ON FIXTURE SCHEDULE, SUBSCRIPTS POWER DISTRIBUTION WALL MOUNTED EMERGENCY LUMINAIRE E EC AN CALALL NEW I ROOMS). PROVIDE ROOMS). SHALL EALLL CUTTING ED (AND PATCHING BOILEREXCEPT IN AS REQUIRED.ELECTRICAL AD INDICATE TYPE: AND CONTROL E3 WITH BATTERY PACK. key 2 - TWO POLE SWITCH FIRE ALARM _ F. CONTRACTOR SHALL REVIEW ALL TRADES' CONTRACT DOCUMENTS TO DETERMINE SPECIFIC - - CEILING MOUNTED EXIT LUMINAIRE MOUNTING LOCATIONS FOR ELECTRICAL EQUIPMENT. COORDINATE EXACT MOUNTING LOCATIONS TRUE 3 - THREE WAY SWITCH SYMBOL DESCRIPTION ® ® 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 Ck LV - LOW VOLTAGE, MOMENTARY CONTACT AND OUTLETS K - KEY CPERATED 208/120 VOLT PANELBOARD ,�' WALL MOUNTED EXIT LUMINAIRE C PL - PILOT LIGHT aF MANUAL PULL STATION H. EXACT LOCATION OF MECHANICAL AND PLUMBING EQUIPMENT THAT REQUIRE ELECTRICAL - WP - WEATHERPROOF MOTOR STARTER. REFER TO ELECTRIC CONNECTIONS ARE SHOWN ON THE MECHANICAL AND PLUMBING DRAWINGS. EP - EXPLOSION PROOF EQUIPMENT AND CONTROL SCHEDULE PROVIDE CONDUIT/WIRING (CIRCUITING) AND REQUIRED CONNECTIONS TO ALL DEVICES/ _ M - MOMENTARY CONTACT SWITCH ® FOR SIZE AND TYPE. NUMBER INDICATES BRANCH CIRCUITING IDENTIFICATION I. EQUIPMENT. CONNECT TO CIRCUIT(S) AS INDICATED. :n T - THERMAL MAGNETIC SWITCH ❑S SMOKE DETECTOR ITEM ON SCHEDULE. OP - OCCUPANCY SENSOR, PIR J. CIRCUITING TO DEVICES/EQUIPMENT SHALL BE 2 *12 WITH 1 *12 GROUND (MULTIPLE HOMERUNS OD - OCCUPANCY SENSOR, DUAL TECHNOLOGY DISCONNECT SWITCH AMP RATING AS NUMBER INDICATES CIRCUIT IN SAME CONDUIT MAY SHARE SAME EQUIPMENT GROUND) FOR EACH 20 AMPERE CIRCUIT UNLESS DS - ODC)CAULPAWCYCFSENSOR, DUAL TECHNOLOGY, H 130 DEGREES F RATE OF RISE HEAT DETECTOR INDICATED ON ELECTRIC EQUIPMENT 2 OTHERWISE NOTED. ET - ELAPSED TIMER AND CONTROL SCHEDULE. NUMBER a,b,c - SW TCHING DESIGNATIONS NUMBER OF INDICATES ITEM ON SCHEDULE. a K. COORDINATE ALL WORK WITH OTHER TRADES: REFER TO ARCHITECTURAL DRAWINGS AND OTHER LETTERS EQUALS NO. OF GANGED FUSED DISCONNECT SWITCH AMP RATING AS SWITCH LEG TRADE DRAWINGS FOR COORDINATING LOCATIONS. SWITCHES DSD DUCT SMOKE DETECTOR �J INDICATED ON ELECTRIC EQUIPMENT AND B L. PROVIDE ALL WORK IN ACCORDANCE WITH UTILITY REQUIREMENTS. project IU CONTROL SCHEDULE. NUMBER INDICATES OD DIMMER (INCANDESCENT), 120 VOLT, FLUSH g SMOKE DETECTOR, BEAM TYPE TRANSMITTER COMBINATION FUSED DISCONNECT SWITCH AND ITEM ON SCHEDULE. FIXTURE TYPE MOUNTED SUBSCRIPTS INDICATE TYPE M. PORONIDTALLATION.OCCUPANCY SENSOR TYPES WITH COVERAGES THAT MATCH SPECIFIC ROOM VINEYARD VIEW --NUMBER INDICATES CIRCUIT A - 600 WATT MAGNETIC STARTER AMP RATING AS INDICATED AC 1 N. PROVIDE INDIVIDUAL CATV BRANCH CIRCUITING FROM EACH CATV OUTLET TO CATV D -- B - 1000 WATT ON ELECTRIC EQUIPMENT AND CONTROL ® MAIN DISTRIBUTION FRAME. R C - 1000 WATT 3-WAY SRX SMOKE DETECTOR, BEAM TYPE RECEIVER SCHEDULE. NUMBER INDICATES ITEM ON n D - 1500 WATT SCHEDULE. 0. TELEPHONE SYSTEMS I PROVIDE CABLING CALLED FOR FROM TMDF TO EACH TELEPHONE County Road 48 MOUNTING HEIGHT & MISC. INFO. OUTLET AND TERMINATE WITH PROPER CONNECTORS. E - 800 WATT - MAGNETIC LOW VOLTAGE Greenport, NY 11944 RTS REMOTE DUCT SMOKE DETECTOR TEST STATION EQUIPMENT CONNECTION. REFER TO ELECTRIC P. DATA SYSTEMS: PROVIDE CABLING CALLED FOR FROM TMDF TO EACH DATA OUTLET seal ® 120 VOLT EQUIPMENT AND CONTROL SCHEDULE FOR NUMBER INDICATES CIRCUIT�_ AND TERMINATE WITH PROPER CONNECTORS. p FLUORESCENT DIMMER SWITCH, SIZE. NUMBER INDICATES ITEM ON SCHEDULE. a,b,c FLUSH MOUNTED SUBSCRIPTS INDICATE TYPE 3 0 Q. RISER DIAGRAMS ARE DIAGRAMMATIC ONLY; WIRE AND DEVICE QUANTITIES, SIZES, TYPES p 3 - THREE WAY DIMMER SWITCH 04 ALARM SIGNAL, AUDIBLE AND VISUAL P1 SHALL BE AS CALLED FOR IN CONTRACT DOCUMENTS. �� ��� �" a,b,c - SW TCHING DESIGNATIONS NUMBER OF ® CONTACTOR LETTERS EQUALS NO. OF GANGED PANEL R. SLEEVE AND SEAL ALL WALL AND FLOOR PENETRATIONS. PROVIDE APPROPRIATE FIRE STOPPING SWITCHES NOTE: FOR ALL FIRE RATED PENETRATIONS. r F VISUAL SIGNAL DEVICE DESIGNATION COMPLETE ELECTRICAL CONNECTION TO TYPICAL FOR ALL DEVICES AND HOMERUNS S. COORDINATE EXACT LOCATION OF ALL WIRING ROUTES EQUIPMENT AND DEVICES WITH I,~ ' qp DUPLEX RECEPTACLE, 20 AMP, 125 VOLT EQUIPMENT OTHER TRADES. (�" ,=.% \ SUBSCRIPTS INDICATE TYPE �v Ogg 7 LE3 � DH MAGNETIC DOOR HOLDER T. MAINTAIN SERVICE CLEARANCES OF ALL EQUIPMENT. ADVISE OTHER TRADES OF SERVICE �'�0C,9- AC - ABOVE COUNTER ACCESS CONTROL CLEARANCES AND ENSURE NO SERVICES OR TRADES RUN THROUGH SERVICE AREA. IG - ISOLATED GROUND RESCUE ASSISTANCE UC - UNDER THE COUNTER SH SMOKE HATCH U. BATHROOM EXHAUST FANS SHALL BE ENERGY STAR LABELED. EI- WP - WEATHER PROOF SYMBOL DESCRIPTION issued date description SYMBOL DESCRIPTION V. ALL LUMINAIRES WITHIN DWELLING UNITS SHALL BE ENERGY STAR LABELED. SINGLE RECEPTACLE 20 AMP, 125 VOLT EC ELEVATOR CAPTURE W. ALL EXTERIOR LIGHTING SHALL BE CONTROLLED VIA PHOTOCELL. PHOTOCELL CAN BE INTEGRAL TO 1 03/14/19 Issued for Construction 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 �f NTERRU RECEPTACLE, GROUND FAULT CIRCUIT FACP FIRE ALARM CONTROL PANEL MECHANICAL CONTRACTOR. SCP ACCESS SYSTEM CONTROL PANEL RAS RESCUE ASSISTANCE REMOTE STATION Y. REFER TO STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL BRACED WALL PANELS (SHEAR WALLS). COORDINATE WITH STRUCTURAL ENGINEER FOR PENETRATION REQUIREMENTS IN THE FAAP FIRE ALARM ANNUNCIATION PANEL PANELS. QUAD RECEPTACLE 20 AMP, 125 VOLTDRPS DOOR RELEASE, POWER SUPPLY ® RESCUE ASSISTANCE ILLUMINATED SIGN FSD FAN SHUT DOWN (CEILING OR WALL MOUNTED) DUPLEX RECEPTACLE, 20 AMP, 125 VOLT SPILT WIRED. Ds ELECTRIC DOOR STRIKE AMM ADDRESSABLE MONITOR MODULE MIN 80" AFF TO BOTTOM OF FLOOR BOX, FLUSH MOUNTED. PROVIDE WITH DC DOOR CONTACT DEVICE LENS AND MAXIMUM OF O 96" AFF TO TOP OF DEVICE LENS WARNING & SIGNAL FF,, DEVICES, AS INDICATED. ACM ADDRESSABLE CONTROL MODULE FIXTURE/SIGNS CENTERED F El �K KEYPAD FINISHED CEILING ABOVE DOOR PUSH BUTTON sD SMOKE DAMPER HORN/LIGHT---_W ® EXIT RE REQUEST TO EXIT SENSOR EDTELEVISION OUTLET TS TAMPER SWITCH title PC PHOTOELECTRIC CONTROL PR PROXIMITY READER AND BACKBOX PULL STATION 3' FROM EDGEGENERAL NOTES SPRINKLWATERFLOW SWITCH TC DIGITAL TIME CLOCKLIGHT WF (PADDLEE OR PRESSURE SWITCH TYPE) WITHIN 5' OF OF BASE MAX.DOOR LATCH AND SYMBOLS - SELECTIVE ENTRY (INTERCOM) SYSTEM SWITCH . SINGLE STATION SMOKE DETECTOROPERABLE - 1'-6" ABOVE ELECTRICAL � Os CEILING MOUNTED OCCUPANCY SENSOR VEISS SUBSCRIPT 'V' INDICATES VISUAL ALARM WALL PHONE—'-0 PART OF COUNTER MAX. STROBE SYMBOL DESCRIPTION SINGLE STATION CARBON MONOXIDE DETECTORRECEPTACLE DEVICE EIE EMERGENCY SHUTDOWN PUSH BUTTON V®SS SUBSCRIPT 'V' INDICATES AMBER VISUAL ALARM OS CEILING MOUNTED SPEAKER 46" TEL/COMM G� STROBE 4'-0" 4'-0" T o ° + drawn by: DPK O3 REFERENCE TO DRAWING NOTE ® CARBON MONOXIDE DETECTOR 1-0 WALL MOUNTED SPEAKER 1'_6" checked by: ERB FINISHED FLOOR 3❑ REFERENCE TO DEMOLITION NOTE ICM1 INTERCOM (DOOR ENTRY) MASTER STATION scale: 1/8"= 1'-0" CARBON DIOXIDE VISUAL ALARM SIGNALVISUAL. (NO.1) PROVIDE PLAIN WHITE DEVICE WITH SIGN DETAIL NOTES: project number: 10002 HH HAND HOLE STATING CO ALARM MOUNTED ON WALL B DOORBELL BELOW THE DEVICE. 1 . MOUNTING HEIGHTS TO CENTER OF OUTLETS UNLESS OTHERWISE NOTED. IN MASONRY CONSTRUCTION scaled inch THE ABOVE MOUNTING HEIGHTS SHALL BE USED FOR REFERENCE TO NEAREST BLOCK OR BRICK sheet number IC INTERCOM SUBSTATION COURSING 2. THE ABOVE MOUNTING HEIGHTS SHALL BE ADHERED TO UNLESS SPECIFICALLY NOTED OR DETAILED BUILDING B OTHERWISE ON THE DRAWINGS OR SPECIFICATIONS - +6 + +8 . �. ENGiNEERiNG -b Mechanical/Electrical Engineering Consultants M/E Project#170412 Rochester I Buffalo I Syracuse I Schenectady 150 N.CHESTNUT ST. 585.288.5590 •1.l a it s t ik, ROCHESTER NY 14604 www.meengineedng.com iT a ie�f HH GENERAL NOTES: DRAWING NOTES: AEATTY R C H I T ERVEY C T S COiO `3 NEW YORK I MARYLAND A. COORDINATE ALL UTILITY WORK WITH LOCAL UTILITIES. O PROVIDE SECONDARY SERVICE FROM UTILITY TRANSFORMER TO s � 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 O PROVIDE ELECTRIC METERS AT THIS LOCATON. COORDINATE EXACT C. PROVIDE CONNNECTION OF ALL SITE LIGHTING. SITE LIGHTING LOCATIONS WITH ALL OTHER TRADES AND G.C. Conifer Realty BLDG. 1 PROVIDED BY OTHERS AND CONNECTED BY E.C. PROVIDE 1000 University Avenue Suite 500 (TYPE C) ( HP 2 CONTROL OF SITE LIGHTING THROUGH CONTACTOR AND O3 PROVIDE CIRCUIT AND CONNECTION OF SITE LIGHTING PROVIDED BY Rochester, NY 14607 20A-2P PHOTOCELL AT BUILDING. PROVIDE 2-*8, 1-*10EG IN 1-1/2"C FOR OTHERS. 585.324-0500 ALL SITE LIGHTING, UNLESS NOTED OTHERWISE. ° ® PROVIDE CONDUIT FOR UTILITY PRIMARY SERVICE. COORDINATE H D. REFER TO CIVIL DRAWINGS FOR COORDINATING ALL ROUTING WITH UTILITY PRIOR TO CONSTRUCTION. ROUTE CONDUITS TO civil engineer y ° AND LOCATIONS. UTILITY POLE AND PROVIDE RISER AT POLE. LKMA E. PROVIDE PRIMARY AND SECONDARY ELECTRICAL SERVICE O5 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 PROTECTIVE BOLLARDS PER UTILITY REQUIREMENTS. F. PROVIDE TWO (2) 2" SCHEDULE 40 PVC DIRECT BURIED CONDUITS m.e.p.&f.p. FOR EACH BUILDING FROM UTILITY PEDESTAL TO INSIDE BUILDING 0 PROVIDE TWO (2) 2" SCHEDULE 40 PVC DIRECT BURIED CONDUIT BL LANDBANKED ELECTRIC ROOM. COORDINATE LOCATION OF PEDESTALS WITH UTILITY FOR FIRE ALARM SYSTEM AND INTERCOMMUNICATING WIRING. M/E Engineering, P.E. II 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 ® PROVIDE ELECTRIC FEEDER AND CONNECTION TO PUMP HOUSE. 585.288.5590 G. PROVIDE TWO (2) 2"C FOR FIRE ALARM NETWORK WIRING AND REFER TO ONE LINE DIAGRAM FOR MORE INFORMATION. COORDINATE 4 6 INTERCOMMUNICATIONS BETWEEN THE BUILDINGS. COORDINATE WITH REQUIREMENTS WITH FIRE PUMP HOUSE SUPPLIER structural engineer OWNER AND UTILITIES FOR EXACT REQUIREMENTS. PRIOR TO ROUGH-IN. Og PROVIDE TWO (2) 2"C TO FIRE PUMP HOUSE FOR FIRE ALARM TDM 5Consulting hConty Road, ui e� CIRCUITS AND COMMUNICATION. PROVIDE FIRE ALARM CONNECTIONS Saint lames, 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 3 COMMUNICATION CABLE FROM PUMP HOUSE TO COMMUNITY BUILDING TEL/DATA BOARD. 10 PROVIDE POWER FOR PUMP STATION. PROVIDE WEATHERPROOF PANEL 'PST AS SCHEDULED AND CALLED FOR ON THE ONE LINE key DIAGRAM. PROVIDE MOUNTING AT LOCATION AS DETERMINED IN BLDG. 2 » FIELD WITH PUMP STATION SUPPLIER UTILIZING STAINLESS STEEL TRUE (TYPE B) ( HP CHANNEL AND FASTENERS. PROVIDE CIRCUITING AND CONNECTION NORTH C� 20A-2P OF SEVEN (7) LIGHT FIXTURES PROVIDED WITH PUMP STATION. 5 PROVIDE (2) WEATHERPROOF 'GFI' RECEPTACLES AND LOCATE AS B 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 Ing■ a 00 fl 0 1 4 6 a 20A P ib O 0 project 2 VINEYARD VIEW 00 O0 o ��O ca �0 0 0� H4Z� A O Q, Dk _ y 2 BLDG. 3 County Road 48 (TYPE B) 3 HP 5 s 3 20A-2P Greenport, NY 11944 2OA-2PBLDG.4 seal VILLAGE 5 (TYPE A) s OF N SQUAREH ° 7 5 F, UHP BLDG. 6 20A-2P of C (TYPE D) < OHP 2 -2P0A °1 HP .1 O3 2 20A-2P ' 06. 7 i"' 2 4; o{rj �f O-E S\0�1P� 7 FIRE PUMP HOUSE O 1 1 E issued date description 8 20A-2P 1 03/14/19 Issued for Construction PC2- d� NDBA O HP 7 A-2P 20A-2P HH 9 5 C2-36,38 A-2P COMMUNITY2 3 7 CENTER& 1 4 6 gg s ° 2 LEASING 5 OFFICE 7 7 HH I HH ® I H5 7 t� i 20A-2P BLDG. 7 PC2-32,34 (TYPE D) O .1 BLDG. 5 HP 7 (TYPE A) 20A_ ® ) title 2 5 MSP-1 SITE PLAN - 3 HP ELECTRICAL 20A-2P (RPZ)GFI 10 PS1 PS1 PUMP STATION: G -+- drawn by: DPK checked by: ERB scale: 1/8"= 1'-0" project number: 10002 DrawingName scaled inch sheet number E.0,01 SCALE: 1"=30'-0" BUILDING B H H 0 I +5 +6 +8 . 9 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 ENGNEERNG 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, Mechanical/Electrical Engineering Consultants RANGE AND EXTERIOR HEAT PUMP CONDENSER) TO 20A-1P CIRCUIT A. INSTALL A MINIMUM OF 36" FROM A BATHROOM BATHROOMS AND BEDROOMS. WE Project#170412 BREAKER IN THE ELECTRICAL PANEL LC LOCATED IN THAT G. ALL LIGHTING AND RECEPTACLES CONNECTED TO APARTMENT LOAD CONTAINING A SHOWER OR TUB. Rochester I Buffalo I Syracuse I Schenectady 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 150 N.CHESTNUT ST. 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 ROCHESTER NY 14604 WWW.meenginee ngcom �88.5590 4)a t 0 �- 14 SWITCHES AS INDICATED. SUSPENDED PADDLE FAN. DRAWINGS FOR HVI UNITS. . ALL RECEPTACLES MARKED "W " SHALL BE LISTED WEATHERB. PROVIDE 2*8, 1*10G, NM CABLE AND CONNECT RANGE RECEPTACLES H RESISTANT TYPE REC PTACLESP IN A WEATHERPROOF ENCLOSURE. D NOTE ALLOREQUIREMENTS ARENFPA FOR ALL LISTEDIO HEREEQUIREMENTS, E. PROVIDE HARDWIRED DOOR SIGNALER WITH STROBE FOR IN APARTMENTS TO 40A-2P CIRCUIT BREAKER, CIRCUIT LC-4,6. HVI UNITS IN LIVING ROOM AND BEDROOMS. PROVIDE I. UNDER SLAB RADON MITIGATION SYSTEMS ARE BEING INSTALLED IN N. PROVIDE THE FOLLOWING IN ALL HVI UNITS HARDWIRED PUSH-BUTTON. PROVIDE TRANSFORMER AT BEATTY HARVEY COCO C. CONNECT EXTERIOR CONDENSING UNIT FOR EACH APARTMENT TO THESE BUILDINGS. ALL ELECTRICAL RELATED PENETRATIONS OF THE 7'-0" A.F.F. FOR CHIME/STROBE AND INSTALL AT 7'-0" A.F.F., ARC H 1 T E C T S , LLP THE ASSOCIATED APARTMENT'S LOAD CENTER 'LC', CIRCUITS 13,15 SLAB ON GRADE MUST BE SEALED TO THE SLAB USING A. IN HVI UNITS PROVIDE A HARC SA-101 SONIC RECEIVER CONNECT TRANSFORMER TO LOCAL RECEPTACLE CIRCUIT. NEW YORK I MARYLAND AS INDICATED. REFER TO EQUIPMENT SCHEDULE FOR CIRCUIT POLYURETHANE CAULK, VULKEM 116 OR SIMILAR, TO COMPLY WITH IN THE MASTER BEDROOM. THE RECEIVER SHALL PLUG BREAKER AND WIRING SIZES. THE REQUIREMENTS OF THIS INSTALLATION. INTO A 120V RECEPTACLE AND ACCEPT THE PLUG 0. REFER TO ARCHITECTURAL DRAWINGS FOR LIGHTING FIXTURE 1300 Walt Whitman Road, New York, 11747 D. ALL RECEPTACLES SHALL BE LISTED AS TAMPER RESISTANT J. MOUNT ALL RECEPTACLES IN BATHROOMS 44" AFF. FROM A SC-VIB-PJ BED SHAKER. LOCATIONS. p: (631)300-1010 RECEPTACLES, INCLUDING EXTERIOR RECEPTACLES THAT ARE owner/developer B. IN HVI UNITS PROVIDE GENTEX 7109CS SMOKE DETECTORS P. COORDINATE EXTERIOR CONDENSING UNIT LOCATIONS WITH CIRCUITED TO RESIDENT LOAD CENTERS. K. MOUNT ALL REFRIGERATOR OUTLETS IN KITCHENS 4' AFF. WITH VISUAL SIGNAL. SMOKE DETECTORS SHALL BE MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN. Conifer Realty HARDWIRED AND INTERCONNECTED. WITH ALL OTHER 1000 University Avenue Suite 500 E. SMOKE DETECTORS SHALL BE INTERCONNECTED SUCH THAT WHEN L. ONE RECEPTACLE IN LIVING ROOM AREA SHALL BE A DUPLEX NOTIFICATION DEVICES IN THE UNIT. ADJACENT TO THE Rochester, NY 14607 ONE DETECTOR GOES INTO ALARM IT ACTIVATES ALL DETECTORS RECEPTACLE WITH INTEGRAL USB OUTLETS. COORDINATE HALLWAY SMOKE DETECTOR INSTALL A HARC SC-0O2 585.324-0500 WITHIN THE DWELLING UNIT. RECEPTACLE LOCATION WITH OWNER. CARBON MONOXIDE DETECTOR WITH TRANSMITTER. THE DETECTOR SHALL BE HARDWIRED. � WP © civil engineer LKMA CU-DSSCU-DSS-20 CU-DSS-20 WPO CU-DSS-20 437&405 GFI 1 South Country GFI 1 Road Brookhaven,NY 11719 OJ $ - -2 CU-DSS-2 631.286.8668 CU-DSS-24 4 M p p 182-*10 8 16 1-*10EG HP-1 ® M/E Engineering, P.E. 14T1� 14i B 150 North Chestnut Street 2- 10 Rochester, NY 14604 M CU-DSS-2 1-*1 G HP-1 HP-3 CU-DSS-2 585.288.5590 CU-DSS-2 B/a El 6M D/b WP P M _ 8 1 7 06 10 GFI 8 FI PG ( I structural engineer El I � g 10 B/ a I0 OTVTv01, bTDM Consulting Engineerin100 � I550 North County Road,Suite48" 10 I Saint James, NY 11780 631.686.5234 3 GFI 4 M EWH-S 18 � S ® O �SS CO S 1 Tv E� HP-B1 LC3 8 1 J 16 � a a B/a ' /,�y 11�_) 2 key DWH-1 8 Cd COM 10 S P-2 E M CATV/TMDF T 11 14 7 11 ( I BOARD C (', ❑E SS C/e E NORTH C ❑ 019 10 SD-HP-3 C 010 48" S EIC 5 —� M w 11 GFI 3 7F- l 348" ® 8 LC1 a 1 8 48" ® HP-5 ° 11 GFI 03 EF A2 B/a GFI ° CU-DESS-2 ❑ a� 010 0B/a 11 _ / AC 9 C/a J 1 B/a B/a /e0 coGFI O ro 010 0 01p 10 B/a Cn CU-DSS-2 C M O J AC 9 Cr 11 SD-HP-2 7 48" 11 9 1 GFI 9 10 11 1 48" C/ 10 GFI 4811 EF-A1 g O J project 9 F 11 GFI o a 14 14 11 GFI I MC-B WPCCFI U -- ; CEENTER VINEYARD VIEW GFI B C/a AC F / 9 S E 48" 1 AC 1 3 � M M 7 © DSS 010 GFI OSS 11 GFI DWH-1 DWH-1 E Ll F00-=7 Dk 11 ° C/e M 1 FI GFI 2 Co C41O 3 2 7 0 ---- 4 C GFI SD-HP-1 10 11 0 °3 1 2 AC ° CU-DSS-3 —� Count Road 4 rA/c 10 1 FI _ _ C/a M I WP y 8 l- C 01 11 e cd ssa GFI 1 Greenport, NY 11944 CO FI 1©FI seal C/e 2 FI F ( F N 010 M 2 FI M C d A/c OC/e Cr.� A/c M O �� 10 C/e CU-DSS-2 CU-DSS-3 C 34 7 O 10 10 10 GFI GF AC GFJ DW 10 M DW GFI GFI C1 12 AC F 2 m ® B 34" 12 G ��'orr_ss�oNP� 01 010 5 5 GFICc AC LJ UU issued date description 7 1 03/14/19 Issued for Construction 7 B/b B/b F 5 010 7 Ole DSS- -1 01 B/b DS HP-2 C/a 1 17 10 17 M 5 010 5 h s 7 EWH-R DS -HP- 0C/a EWH-R 7 Li i�� 10 —�— q h a 7 10 O 7 10 D/h 10 B/f 11 F WP D/h IN GFI 10 7 10 • DO GFI D/h 5 �P EWH- M C/ 010 M EWH-R WP 17 s h 5 GFI title ® ® � . 7 ❑ ❑ D/h-/'10 WP 11 BUILDING B - ° ° GFI ° ° FIRST FLOOR 6 F-1 PLAN - ELECTRICAL DRAWING NOTES: O PROVIDE PREWIRING FOR FIRE ALARM VISUAL DEVICE AT 80" AFF © PROVIDE CONNECTION OF EXTERIOR RECEPTACLES NOT LOCATED drawn by: DPK WITH WIRING FROM FACP. PROVIDE FIRE ALARM VISUAL DEVICES IN AT UNIT ENTRACNES TO PANEL HP. checked by: ERB ALL HVI UNITS. CL O PROVIDE RECEPTACLE FOR WATER HEATER. MOUNT RECEPTAE 02 PROVIDE WALL SWITCHES FOR RANGE HOOD LIGHT AND FAN CONTROL AT 44" A.F.F. ADJACENT TO THE WATER HEATER, COORDINATE scale: 1/4"= V-0" IN ADA AND ADA ADAPTABLE UNITS. FAN SPEED SHALL BE SELECTED EXACT LOCATION IN FIELD. AT THE HOOD MOUNTED CONTROL. WIRE SWITCHES IN SERIES WITH project number: 10002 HOOD MOUNTED CONTROLS. ® NOT USED. scaled inch 1 BUILDING "B" FIRST FLOOR PLAN -ELECTRICAL 03 PROVIDE ONE (1) SWITCH FOR EXHAUST FAN. THE SWITCH SHALL 09 NOT USED. EB1.01 SCALE: 1/4"=1'.0" CONTROL THE "ON/OFF" OPERATION OF THE INTEGRAL LED LIGHT. sheet number EXHAUST FAN SHALL HAVE CONSTANT POWER AND BE CONTROLLED 10 PROVIDE SITE LIGHTING CONTROL CONTACTOR AND PHOTOCELL. BY INTEGRAL OCCUPANCY SENSOR. REFER TO DETAIL. COORDINATE WITH SITE CONTRACTOR. REFER PROVIDE DOORBELL, 16VAC, FLUSH MOUNTED 7'AFF, NUTONE LA14WH TO SITE PLAN. BUILDING B ® OR EQUAL. 11 LOCATE EXTERIOR WEATHERPROOF FIRE ALARM HORN/STROBE AT FIRE DEPARTMENT CONNECTION (FDC) LOCATION. COORDINATE 05 PROVIDE LIGHTED DOORBELL PUSHBUTTON WITH SILVER FINISH, WITH FIRE PROTECTION CONTRACTOR. NUTONE PB19�L OR EQUAL. MOUNT 46" AFF. I HEl 4 7 + �' • 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 STATIDN SMOKE DETECTORS IN RESIDENT UNITS SHALL BE N. C. PROVIDE AND INSTALL BUILDING FIRE ALARM SYSTEM ENGI NEERNG -- 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, Mechanical/Electrical Engineering Consultants ® RANGE AND EXTERIOR HEAT PUMP CONDENSER) TO 20A-1P CIRCUIT A. INSTALL A MINIMUM OF 36" FROM A BATHROOM BATHROOMS AND BEDROOMS. nn/E Project#170412 BREAKER IN THE ELECTRICAL PANEL LC LOCATED IN THAT G. ALL LIGHTING AND RECEPTACLES CONNECTED TO APARTMENT LOAD CONTAINING A SHOWER OR TUB. Rochester I Buffalo I Syracuse I Schenectady 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 150 N.CHESTNUT ST. 585.288.5590 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 ROCHESTER NY 14604 www.mm eengineering.co !f�- SWITCHES AS INDICATED. SUSPENDED PADDLE FAN. DRAWINGS FOR HVI UNITS. B. PROVIDE 2*8, 1*10G, NM CABLE AND CONNECT RANGE RECEPTACLES H RESISTANT TYPE RECEPTACLES. ALL RECEPTACLES MARKED 'IN A WEATHERPROOF ENCLOSURE.SHALL BE LISTED WEATHER D NOTE ALLOREQUIREMENTS ARENFPA FOR ALLSL LISTED EREEQUIREMENTS, E. PROVIDE HARDWIRED DOOR SIGNALER WITH STROBE FOR IN APARTMENTS TO 40A-2P CIRCUIT BREAKER, CIRCUIT LC-4,6. HVI UNITS IN LIVING ROOM AND BEDROOMS. PROVIDE I. UNDER SLAB RADON MITIGATION SYSTEMS ARE BEING INSTALLED IN N. PROVIDE THE FOLLOWING IN ALL HVI UNITS HARDWIRED PUSH-BUTTON. PROVIDE TRANSFORMER AT BEATTY HARVEY COCO C. CONNECT EXTERIOR CONDENSING UNIT FOR EACH APARTMENT TO THESE BUILDINGS. ALL ELECTRICAL RELATED PENETRATIONS OF THE 7'-0" A.F.F. FOR CHIME/STROBE AND INSTALL AT 7'-0" A.F.F., ARC H I T E C T S , LLP THE ASSOCIATED APARTMENT'S LOAD CENTER 'LC', CIRCUITS 13,15 SLAB ON GRADE MUST BE SEALED TO THE SLAB USING A. IN HVI UNITS PROVIDE A HARC SA-101 SONIC RECEIVER CONNECT TRANSFORMER TO LOCAL RECEPTACLE CIRCUIT. NEW YORK I MARYLAND AS INDICATED. REFER TO EQUIPMENT SCHEDULE FOR CIRCUIT POLYURETHANE CAULK, VULKEM 116 OR SIMILAR, TO COMPLY WITH IN THE MASTER BEDROOM. THE RECEIVER SHALL PLUG A - BREAKER AND WIRING SIZES. THE REQUIREMENTS OF THIS INSTALLATION. INTO A 120V RECEPTACLE AND ACCEPT THE PLUG 0. REFER TO ARCHITECTURAL DRAWINGS FOR LIGHTING FIXTURE 1300 Wait Whitman Road, New York, 11747 D. ALL RECEPTACLES SHALL BE LISTED AS TAMPER RESISTANT J. MOUNT ALL RECEPTACLES IN BATHROOMS 44" AFF. FROM ASC-VIB-PJ BED SHAKER. LOCATIONS. �q_ p:(631)300-1010 RECEPTACLES, INCLUDING EXTERIOR RECEPTACLES THAT ARE owner/developer B. IN HVI UNITS PROVIDE GENTEX 7109CS SMOKE DETECTORS P. COORDINATE EXTERIOR CONDENSING UNIT LOCATIONS WITH CIRCUITED TO RESIDENT LOAD CENTERS. K. MOUNT ALL REFRIGERATOR OUTLETS IN KITCHENS 4' AFF. WITH VISUAL SIGNAL. SMOKE DETECTORS SHALL BE MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN. Conifer Realty HARDWIRED AND INTERCONNECTED. WITH ALL OTHER 1000 University Avenue Suite 500 E. SMOKE DETECTORS SHALL BE INTERCONNECTED SUCH THAT WHEN L. ONE RECEPTACLE IN LIVING ROOM AREA SHALL BE A DUPLEX NOTIFICATION DEVICES IN THE UNIT. ADJACENT TO THE Rochester,NY 14607 ONE DETECTOR GOES INTO ALARM IT ACTIVATES ALL DETECTORS RECEPTACLE WITH INTEGRAL USB OUTLETS. COORDINATE HALLWAY SMOKE DETECTOR INSTALL A HARC SC-0O2 585.324-0500 WITHIN THE DWELLING UNIT. RECEPTACLE LOCATION WITH OWNER. CARBON MONOXIDE DETECTOR WITH TRANSMITTER. THE DETECTOR SHALL BE HARDWIRED. civil engineer LKMA 437&405 South Country Road © © Brookhaven,NY 11719 16Lri P P 631.286.8668 1 D N - ] 8 16 1 ® ® 'I ,R Ml 0 North C estnTgut Street ® -t= Rochester, NY 14604 585.288.5590 D/b JG1 8 16 I 10 8 , /a structural engineer El B/ B a ( I N b ( I TDM Consulting Engineerin 16 19 O1N ( I 0 O10 8 8 q 550 North County Road,Suite? I , ) 8 ® � I Saint James, NY 11780 I �� 631.686.5234 O OSS 1 N J 16 1 B/a ( ) I a J 1 key O �S 8 010 �JQ16 8m lcom co 11 \1 I I ( � NTRUE ORTH 16 Q S t` V LT C C C/a �I SS CO ZF X10 11 48 O3 EF-Al SS ° GFI 1 M a �,_ 3 EF-A2 B/a LC1 a J 8 P© - OCn W CO 9 c 010 Cog O � ■ B/a B/ \�18 19 �J O CA B/a - B/a FI _ F1 FI Oo 09 U U C M 010 Jcr, I m p AC C/a SD-HP-2 40" B/a O9 a AC 18 1/ 18 GFI F / 9 �1 GFI 11 FI DWH-1 EF-A1 1 J 9 _O `° 14 48" project N J 2 AC 1 3 1 GF;' VINEYARD VIEW O4 M O7 GFI 1 O SS- -2 1 [.1 ❑S SS 11 DWH-1 E ❑S SS 1 FI M GFI CO :::�/,0100 0 D 10O O ID TT_ co m� SD-HP-1 m -� AFI M 11 3 1 2 FI County Road 48 B/a 2AP r% 01s A/c 10 SSE] GFI A Greenport, NY 11944 C dC/a CO G I l seal 1 010 10 11 a of 41 < M DW A/c 10 17 flFI 7 1 7 11 B11 C/e RH 10 lo - DW F GF 234" 01 00 AC 010 � A�'�rCs��oNP� p GFI 2 GFI P EF 14F 5 F 5 B ® E issued date description C f B/b 7 1 03/14/19 Issued for Construction 010 7 5 L/b DSS-H -1 9 10 010 10 5 7 b 7 Fk 5 GFI D/g 0 D -H7F _ F C � 010 5 7 title BUILDING B - DRAWING NOTES: SECOND FLOOR PLAN - ELECTRICAL O1 PROVIDE PREWIRING FOR FIRE ALARM VISUAL DEVICE AT 80" AFF WITH WIRING FROM FACP. PROVIDE FIRE ALARM VISUAL DEVICES IN ALL HVI UNITS. �- O2 NOT USED. C -� drawn by: DPK O PROVIDE ONE (1) SWITCH FOR EXHAUST FAN. THE SWITCH SHALL CONTROL THE "ON/OFF" OPERATION OF THE INTEGRAL LED LIGHT. checked by: ERB EXHAUST FAN SHALL HAVE CONSTANT POWER AND BE CONTROLLED BY INTEGRAL OCCUPANCY SENSOR. scale: 1/4"= 1'-0" ® PROVIDE DOORBELL, 16VAC, FLUSH MOUNTED 7-AFF, NUTONE LA14WH project number: 10002 OR EQUAL. BUILDING "B"SECOND FLOOR PLAN -ELECTRICAL NOT USED. scaled inch sheet number B1.0 SCALE: 1/4"=1%0" © PROVIDE CONNECTION OF EXTERIOR BUILDING LIGHTS TYPE 'P' TO CIRCUIT HP-6. O7 PROVIDE RECEPTACLE FOR WATER HEATER. MOUNT RECEPTACLE AT BUILDING B 44 A.F.F. ADJACENT TO THE WATER HEATER, COORDINATE EXACT LOCATION IN FIELD. T ..... Ef\IGiNEERii\1G Mechanical/Electrical Engineering Consultants M/E Project#170412 "" "IHI Rochester I Buffalo I Syracuse I Schenectady 150 N'CHESTNUT ST. 585.288.5590 �; ,d i?1 11 ROCHESTER NY 14604 www.meengineenng.com ae BEATTY HARVEY COCO A RC H I T E C T S , LLP NEW YORK I MARYLAND �, 1300 Walt Whitman Road, New York, 11747 ��-- I q p:(631)300-1010 �- owner/developer Conifer Realty 1000 University Avenue Suite 500 Rochester, NY 14607 585.324-0500 civil engineer LKMA 437 &405 South Country Road Brookhaven, NY 11719 631.286.8668 m.e.p. &f.p. Q - 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 Saint James, NY 11780 631.686.5234 key TRUE NORTH C ❑ I RC M O D O project own VINEYARD VIEW D County Road 48 Greenport, NY 11944 seal OF EW U )An//r �f co 1 QD 0697H�3 A�T��CSS��C�P E issued date description 1 03/14/19 Issued for Construction title Li BUILDING B - Oil ROOF PLAN - ELECTRICAL �- drawn by: DPK checked by: ERB scale: 114"= 1'-0" project number: 10002 BUILDING "B"ROOF PLAN -ELECTRICAL scaled inch E61.Q SCALE: 114"=1%0" sheet number BUILDING B Hk 4H E 1+5 +6 +8 • i C • ENGiNEERiNG C Mechanics!/Electrical Engineering Consultants 120/240V WE Project#170412 CIRCUITS EXTERIOR Rochester I Buffalo I Syracuse I Schenectady LIGHTING 150 N. 8.5590 FIXTURES ROCHESTER NY NUT 6 ineed g.com ROCHESTER,NY 14604 www.meengineering.wm ,1 I y ' r r C N BEATTY HARVEY COCO G SLOPE FINISH GRADEA R C H I T E C T S , L L P PROVIDE FRAME AND DESIGNATED HAND AWAY FROM COVER. COVER; AS SPECIFIED. NEW YORK I MARYLAND A 1A P 1300 Walt Whitman Road, New York, 11747 Ill . OFF A p: (631)300-1010 C TO SERVICE ENTRANCE Ol 121)V,20A PC EQUIPMENT GROUND owner/developer CIRCUIT 10'-0" (TYP) BUS �� / 1000 University Avenue Suite 500 AUTO /� Conifer Realty GROUT FRAME. Rochester, NY 14607 N 585.324-0500 G 5'-0" (TYP) O 0 O TWO (2) COURSES civil engineer (MIN.) BRICK. PLACE LKMA ------------- ------------- ADDITIONAL BRICK AS ;:r ` `' 437&405 / REQUIRED TO BRING South Country Road / FRAME UP TO PROPER DO NOT LOCATE Brookhaven, NY 11719 / HANDHOLES IN NOTES ��` ; FINISH GRADE. VEHICULAR TRAFFIC 631.286.8668 600V INSULATED COPPER Cl) 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' B ��` / HANDHOLE g M1 0 North C estn�utt Street Rochester, NY 14604 EXTERIOR LIGHTING CONTROL WIRING DIAGRAM *4/D BARE COPPER ;74" X 10" KNOCKOUTS. SCALE NTS / INSTALL OCOM CONDUCTOR. TWO (2) ON ALL FOUR 585.288.5590 SIDES. BELOW FINISHED GRADE structural engineer (TYP)' r TDM Consulting Engineering 550 North County Road,Suite E Saint James, NY 11780 —%4" 0 X 10'-0" COPPERWELD 631.686.5234 / GRQUND ROD. DRIVE FULL LENGTH PAVING OR TOPSOIL TO �� INTO GROUND. TOP OF ROD TO 0 U U U a a – b - o - MATCH SITE CONDITIONS 12 MIN. BELOW FINISHED GRADE MYLAR TAPE WITH WORDING "CAUTION - BURIED ELECTRIC (TY'). LINE BELOW" FINISH GRADE CRUSHED STONE BELOWHANDHOLE. key EXTEND MINIMUM OF 6" DETAIL NOTES: AROUND OUTSIDE EDGE. NOTRUE RTH A. AT POINT OF ENTRANCE TO FACILITY, PROVIDE SOLDER BLOCK IN GROUNDING — — — — ELECTRODE CONDUCTOR. SEAL CONDUIT TO CONDUCTOR, 1007 WATERPROOF. 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: 0 C. PROVIDE ADDITIONAL RODS AND INTERCONNECTIONS AS NECESSARY A. ALLOW SUFFICIENT SLACK CABLE SO SPLICES CAN BE MADE ABOVE OO TO 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 ° 5 !LA!' RODE GROUND GRID 0LHANDHE DETAIproject LPROVIDE 3" SANDBED NTS SCALE NTS ALL AROUND CONDUIT VINEYARD VIEW — SCHEDULE 80 PVC D - CONDUIT UNLESS p 7? OTHERWISE SHOWN ON PLANS County Road 48 Greenport, NY 11944 71/2" MINIMUM SPACING seal -- DETAIL NOTES: � OFu A 1h)� Fi ' r GROUNDED SERVICE ENTRANCEt 1' r A. READ THE SPECIFICATIONS. CONDUCTOR CONDUCTORS , {r L; B. REPAIR ALL SETTLEMENT. ELECTRIC METERS MOUNTED TO ` THE EXTERIOR OF THE BUILDINGS N L1 L2 2S�C TYPICAL DIRECT BURIED CONDUIT DETAIL IRor—ESS\oNP SCALE: NTS 0 0 0 EF �E issued date description 4 � I O O O HOUSE 5 POWER 1 03/14/19 Issued for Construction ® LOAD I CENTER CIRCUIT MYLAR O O O MYLAR MARKING TAPE BREAKER WITH MAGNETIC STRIP AND WITH WORDING -- --- - - -- "CAUTION - ELECTRIC LINE BURIED BELOW" FIRST FLOOR ELEVATION�-���--�� �� � e BURIED AT 6" BELOW --"---- - - ------------------ ( I FINISHED GRADE GRADE INCOMING CONDUITS -------------------- BFE FLOOD ELEVATION c GRADE NEUTRAL GROUND ASPHALT PAVEMENT SECTION 00. BUS BUS TO MATCH EXISTING � F ° o ° 0 4 00 ° 0 0 0 ° Z STONE BASE COURSE ° o°O °O `_%, go��n oo„ 90„ o°o aoo 5� ::�i SEA LEVEL SERVICE ENTRANCE �o o $ o P' o $ o �' a' c`ry DISCONNECTING MEANS COMPACTED, SELECT BACKFILL _ —��— — — -_— ll GENERAL NOTES. *6 REBAR (TYP) A O O title • •• :a• � v • N DIMENSIONS OF EQUIPMENT MAY VARY DEPENDING ON EQUIPMENT 2 3 CONCRETE a . SUBMITTED AND APPROVED. VERIFY EXACT DIMENSIONS IN FELD WITH DETAILS - APPROVED SHOP DRAWINGS. RE:BAR PLACEMENT STRAP ELECTRICAL • :a :n � B. METERING EQUIPMENT SHALL BE PROVIDED AS APPROVED B'I' THE ' DETAIL NOTES CONDUIT(S) - SIZES AS INDICATED UTILITY COMPANY. METERING INSTALLATION, MOUNTING HEIGHTS, O a ETC., SHALL BE AS APPROVED BY THE UTILITY. GROUNDING ELECTRODE CONDUCTOR. PROVIDE INSULATED COPPER CONDUCTOR PER � � CONDUIT CRADLES SPECIFICATIONS. IF NO SIZE IS SPECIFIED, PROVIDE INSULATED COPPER a N C. LAYOUT SHOWN IS APPROXIMATE AND MAY VARY PER BUILDING. CONDUCTOR SIZED PER N.E.C., TABLE 250-66. INSTALL IN RIGID, SCHEDULE 40, PVC RACEWAY. UNDESTURBED J 4 . D. MAINTAIN ALL CLEARANCES FROM WINDOWS, A/C UNITS, GAS SERVICES, EARTH ETC., AS CALLED FOR BY UTLITY. 2O METAL UNDERGROUND WATER PIPE IN DIRECT CONTACT WITH EARTH FOR 10 FEET 2 6" E. PROVIDE 3/4" MINIMUM OUTDOOR PLYWOOD FRAMED WITH "J" CHANNEL OR MORE. SHALL BE SUPPLEMENTED BY ITEMS 3 & 4. C drawn by: DPK TYWITH EXPOSED AREAS COVERED WITH SIDING AND CAULKING, SECURE 30 MADE GROUNDING ELECTRODE. REFER TO MADE GROUNDING ELECTRODE-GROUND P. WITH 8 PENNY COMMON NAILS AT 3" INTERVALS. COORDINATE WITH GRID" DETAIL & SPECIFICATIONS. G.C. FOR 2X4 CROSSBRACES REQUIRED. SECURE METER BOXES TO PLYWOOD checked by: ERB DETAIL NOTES AS REQUIRED BY UTLITY COMPANY. ® MAIN BONDING JUMPER. PROVIDE INSULATED COPPER CONDUCTOR 1/8"= 1. FOR CONDUIT ENTRANCE THROUGH OR INTO A BUILDING OR OTHER STRUCTURE DRILL F. METERS SHALL NOT BE INSTALLED BELOW THE BFE ELEVATION. PER N.E.C. ARTICLE 250-28. scale: 1'-0" AND GROUT THE FOUR REBARS INTO THE STRUCTURE (4" MIN.). INSTALL METERS IN ACCORDANCE WITH UTILITY COMPANY REQUIREMENTS. O BOND GROUND BUS TO EQUIPMENT ENCLOSURE WITH BARE COPPER BONDING project number: 10002 2. ALL TURNS/BENDS SHALL BE WITH LARGE RADIUS (4' MINIMUM) ELBOWS. COORDINATE WITH UTILITY. JUMPER PER N.E.0 ARTICLE 250-28. scaled inch sheet number TYPICAL CONCRETE ENCASED DUCTBANK DETAIL- PAVED AREAS ELECTRIC METER ELEVATION DETAIL SERVICE ENTRANCE GROUNDING BUILDING B 6 5 4 SCALE NTS SCALE NTS SCALE: NTS .3� �� 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. 585.288.5590 MATCH SITE CONDITIONS ROCHESTER,NY 14604 www.meengineering.com !3 + 1 ' � � DETECTABLE WARNING TAPE WITH WORDING: "CAUTION - BURIED ELECTRIC LINE BELOW" FINISH GRADE 1 BEATTY HARVEY COCO (MIN-MAX) A R C H I T E C T S , L L P NEW YORK I MARYLAND O 1300 Walt Whitman Road, New York, 11747 „ I I= 6 4 p:(631)300-1010 g — owner/developer NO ROCKS, DEBRIS IN is_ 3 Conifer Realty BACKFILL JUNCTION BOX 1000 University Avenue Suite 500= Rochester, Su 14507 = =( I IN EXHAUST FAN 585.324-0500 O IIS COMPACTED, SELECT BACKFILL 8 civil engineer (COORDINATE WITH SITE REQUIREMENTS) WHITE N 30" MINIMUM BLACK 120V LKMA 437 &405 RED O South Country Road PROVIDE 3" SAND BED Brookhaven, NY 11719 8 RED 631.286.8668 ALL AROUND CONDUIT 5 20'-0" 0 BLACK m.e.p. &f.p. Bk 31� CONDUIT. WALL MOUNTED SWITCH FOR M E Engineering, P.E. :..g i M 6 1 DETAIL NOTES WHITE INTEGRAL LIGHTS (EF-1 ONLY) B 150 North Chestnuttreet �. . . . Rochester, NY 14604 0 UTILITY POLE. TO DOWN LIGHT BLACK 585.288.5590 TERMINATE RACEWAY AT EXACT HEIGHT DICTATED BY UTILITY TYPICAL CONDUIT (SCHEDULE 80 PVC) COMPANY.(PROVIDE MINIMUM OF 5 PIPE STRAPS) structural engineer (NUMBER OF CONDUITS SHALL BE AS O TERMINATE AND CAP SPARE RACEWAY. TDM Consulting Engineerin INDICATED ON THE PLAN) 550 North County Road,Suite DETAIL NOTES 4 MINIMUM 3'-8" BELOW GRADE. Saint James, NY 11780 A. REFER TO THE SPECIFICATIONS. TWO (2) 4" PVC, SCHEDULE 80 CONDUITS DIRECT BURIED. DETAIL NOTES 631.686.5234 B. REPAIR ALL SETTLEMENT. © FINISHED GRADE. A. PROVIDE (1) TOGGLE SWICH TO CONTROL INTEGRAL LIGHTS WHERE SHOWN ON PLANS. C. MINIMUM TOP SOIL - 6". O PVC TO RIGID GALVANIZED STEEL CONDUIT ADAPTER. key D. WHERE ADDITIONAL CONDUITS ARE REQUIRED, INCREASE TRENCHrX WIDTH AND INSTALL CONDUITS WITH 3" MINIMUM SPACING. ® TWO (2) 4" GALVANIZED STEEL CONDUITS. NORTH - 90 DEGREES X 60" RADIUS SWEEP ELBOWS. UTILITY POLE - PRIMARY ELECTRIC BATHROOM EXHAUST FAN !WIRING TYPICAL DIRECT BURIED CONDUIT DETAIL CONDUIT RISER DETAIL DIAGRA son :J 1 2 M o 3 ° 0 project VINEYARD VIEW County Road 48 Greenport, NY 11944 AS REQ'D. BY ��AS REQ'D. BY seal XFMR./SWITCH XFMR./SWITCH F 1i SIZE SIZE tJq Cl) zU� i� iii 6' 0. _ 05970 rf SS\(C\P COVER�- COORDINATE REQUIRED CABLE OPENING SIZE/ �— LOCATION WITH APPROVED issued date description TRANSFORMER/SWITCH. + 1 1 03/14/19 Issued for Construction N I_ ° /— —� GROUND 'ROD G INSPECTION PLATE EXOTHERMIC WELD GROUND ° (STEEL GRATING) ROD CONNECTION 9" ` 0 000 0000 r— o o00 Oo _V ' 12 CRUSHED I ° ° 0000 000 00000 OCD , STONE 000000ffi(o 00 00 00000 FINISHED GRADE F t D000�oo OoOo�oo <� 0 000 00 0000 O 6++ 800 600 *2 CRUSHED STONE 1" GROUND ROD CONCRETE CURB 00 0 OPENING 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. YO C. LAST CONDUIT LENGTHS AT VAULT TO BE GALY'ANIZED RIGID STEEL (DRS) 0 39 ELECTRICAL DIA. x 10'- 0" COPPER CONDUIT. GROUND ROD � D. PROVIDE 12" *2 CRUSHED STONE BASE (COMPACTED) BELOW & AROUND --� GROUND VAULT. WIRE --� (*2 BARE E. TOP OF PAD TO BE 6" ABOVE FINISHED GRADE. STD. CU.) DETAIL NOTES. F. PAD TO EXTEND 6" BEYOND TRANSFORMER ON 1. PROVIDE INSPECTION PLATE & CAST IRON PIPE (NO PAVED SURFACES). ALL SIDES drawn by: DPK G. COORDINATE WITH NATIONAL GRID FOR EXACT VAULT SIZE. checked by: ERB DETAIL NOTES: = A. COORDINATE WITH NATIONAL GRID FOR EXACT REQUIREMENTS. scale: 1/8" 1'.•0" project number: 10002 scaled inch 4 TYPICAL GROUND ROD DETAIL PADMOUNT TRANSFORMER iD RANSFORMER GROUNDING DETAIL sheet number 5 BUILDING B Ek + 2T + +4 +5 +6 H ENGiNEERiNG Mechanical/Electrical Engineering Consultants M/E Project#170412 Rochester I Buffalo I Syracuse I Schenectady 150 N.CHESTNUT ST. 585.288.5590 ROCHESTER NY 14604 www.meengineenng.com +3i w 'ad idfi ii ar COAX 4 PR CAT 6 CABLE (TYPICAL) TYPICAL APARTMENT O TYPICAL APARTMENT O B E ATTY HARVEY COC O C1 C2 C3 C4 C5 C6 -------------------, i------------------- A R C H I T E C T S , L L P I I NEW YORK I MARYLAND I A- CAT6 CABLE I I I I 1300 Walt Whitman Road, New York, 11747(TYPICAL I I FACP p:(631)300-1010 I I I (COMMUNITY BLDG. I I I I ) owner/developer 12OV, 20A CKT I I I I NVR i Tv TV TV i I i ZONE 1 WF TS s H �� Conifer Realty CADF i 1000 University Avenue Suite 500TO DMDF 9 i OV,20A (CAT 6) ` BOARD K Rochester, NY 14607 585.324-0500 MOUSE MUNICIPAL DIGITAL MAIN TELEPHONE MONITOR KEYBOARD TIE COMMUNICATION BOARD civil engineer FAAP LKMA • 437&405 TO UTILITY MANHOLE F X7 IK7 South Country Road NOTIFICATION 1 1 Brookhaven,NY 11719 DETAIL NOTES 631.286.8668 A. NVR TO HAVE BUILT-IN POE SWITCH. 4" PVC, DIRECT BURIED m.e.p. &f.p. B. NVR SHALL BE ABLE TO OPERATE AS A WORK STATION TO CONTROL NOTES: M/E Engineering, P.E. I ALL FUNCTIONS OF CCTV SYSTEM. g 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 O PROVIDE TELEPHONE OUTLETS WHERE SHOWN ON PLANS AND PROVIDE A CABLE TDM Consulting Engineerin DVR, MONITOR AND CONTROL EQUIPMENT. FROM EACH OUTLET TO PUNCH DOWN BLOCK AT TELEPHONE BACKBOARD. LABEL CABLES WITH 550 North County Road,Suite APARTMENT AND ROOM NUMBERS. Saint.lames, NY 11780 WIRING ONLY 631.686.5234 1 F IN JUNCTION BOXES OXES CLOSED CIRCUIT TELEVISION (CCTV) S H � TS H SYSTE M RISER D IAG RAM TELEPHONE/CATV RISER D IAG RAM 5 1 BLDG. FACP PANELS (TYP.) 3 120v,20A SPRINKLER SYSTEM ke ZOCIRCUIT WATER GONG y SCALE NTS SCALE NTS TRUE NORTH CP NOTES 1O 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. Q O2 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 7771 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.) O 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 D p DESKTOP i OFFICE ACTIVATE COMMUNITY BUILDING A/V DEVICES ON ACTIVATION OF REMOTE BUILDING ALARMS. _gyp TWO (2) CAT 6 © PROVIDE ADDRESSABLE FIRE ALARM SYSTEM. County Road 48 (TYP.) Greenport, NY 11944 '------------------' "' FIRE ALARM SYSTEM RISER DIAGRAM ' seal --Fnl DESKTOP 1 i MANAGERS D ; OFFICECOMMUNITY BUILDING °F Iv p DESKTOP 2 I D I SCALE: NTS `•, tis t p PRINTER/FAX F s �-----------------� F„ 0597[3 4; TWO (3) CAT 6 (TYP.) I TO DMDF ACSP 120V E issued date description (CAT6) 1 03/14/19 Issued for Construction 1JY1J1.L nMnF I------------------I O 1 p COMPUTER DCP 2 I I I (SEE PLANS FOR PR Mr, COMPUTER i QUANTITY OF I I COMPUTERS) DRP 120V I I PR TEL/DATA TEL/DATA i O DS 30 ROOM ROOM O COMMUNITY RM. TYPICAL DOOR 120V RPS OR MOUNTED TYPICAL DOOR CONFIGURATION DOOR I OP RATOR O CONFIGURATION PUSH Fp = = L TWO (2) CAT 6 ODS EXTERIORTTON MOUNTED WITH DOOR - (TYP.) DOOR OPERATOR OPERATOR F PUSH BUTTON O GENERAL ONE LINE NOTES: A. WIRING INDICATED ON THE RISER DIAGRAMS IS DIAGRAMMATIC ONLY, AND IS NOT INTENDED TO INDICATE ROUTING OR QUANTITIES OF WIRES PROVIDE THEE SYSTEM MANUFACTURERS. NG ORACOM DEVICES MAY NOT BE PLETE SYSTEMS AS EINDICATED ON DRAWING NOTES:QUIRED BY title RISER DIAGRAM; REFER TO FLOOR PLAN FOR QUANTITIES AND LOCATION DETAILS - OF DEVICES. O1 PROVIDE ALL HARDWARE, WIRING, CONNECTIONS AND PROGRAMMING AS REQUIRED SUCH THAT OPERATION OF INTERIOR (SECURE SIDE OF ELECTRICAL RISER DIAGRAM NOTES; DOOR) DOOR OPERATOR PUSH BUTTON UNLOCKS DOOR AND ACTIVATES DOOR OPERATOR. VALID CARD ACTUATES CARD READER WHICH UNLOCKS O1 PROVIDE 3/4" 4' HIGH PLYWOOD BACKBOARD PAINTED WITH GREY DOOR AND ALLOWS OPERATION OF EXTERIOR DOOR OPERATOR PUSH FIREPROOF PAINT. BUTTON. O PROVIDE 24 PORT, WALL MOUNTED AND HINGED PATCH PANEL. PRO'✓IDE O2 CONNECT TO NEAREST 120V RECEPTACLE CIRCUIT. TYPICAL ALL DOOR 2'L x 1'W SHELF BELOW PATCH PANEL FOR OWNER PROVIDED RELEASE POWER SUPPLIES. EQUIPMENT. �3 DEVICE FURNISHED BY HARDWARE SUPPLIER. G drawn by: DPK COMMUNITY BUILDING - checked by: ERB TELECOMMUNICATIONS RISER DIAGRAM ACCESS CONTROL SYSTEM RISER DIAGRAM scale: 1/8"- 1'-0" project number: 10002 SCALE: NTS SCALE: NTS scaled inch sheet number BUILDING B ENGiNEERiNG ® � Mechanical/Electrical Engineering ConsultantsLn� f M/E Project#170412 PROVIDE RISER Rochester I Buffalo I Syracuse I Schenectady 150 N.CHESTNUT ST. 585.288.5590 j;�,.i Ik;, i.a i A q,E •p rA['�fs�,TiF rif �! AT POLE AS ROCHESTER,NY 14604 www.meengineering.com 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 BY NEW YORK I MARYLAND UTILITY COMPANYPAD MOUNTED UTILITY COMPANY PAD MOUNTED A TWO(2) SETS OF ALUMINUM T TRANSFORMER T TRANSFORMER 1300 Wait Whitman Road, New York, 11747 4-*500KCMIL, 1-+2/OEG IN 4" BY UTILITY COMPANY BY UTILITY COMPANY 4 p:(631)300-1010 PVC IN DUCTBANK TWO(2) SETS OF ALUMINUM TWO(2) SETS OF ALUMINUM owner/developer 4-*250KCMIL, 1-1 EG IN 4 4-•250KCMIL, 1-1 EG IN 4" MC-A PVC IN DUCTBANK PVC IN DUCTBANK Conifer Realty MC-B 1000 University Avenue Suite 500 FIRE HOUSE METER CENTER 208Y/12OV,30,4W, 22KAIC METER CENTER 208Y/12OV,30,4W, 22KAIC Rochester, NY 14607 585.324-0500 PANEL 400/3 (BY OTHERS) 8Y120V,30,4W 300/3 100A MCB civil engineer r----------------------- 120/208V, 3 ,4W i 600/3 LKMA 100 rL2 125 100 125 125 437&405 EPJ 100 250 i 2 2 2 2 2 South Country Road i 3 3 i Brookhaven,NY 11719 1 - - 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. SERVICE INSULATED TO LOAD CENTERS INSULATED INSULATED INSULATED CONDUCTORS CONDUCTORS CONDUCTORS B 150 North Chestnut Street TO LOAD CENTERS M/E Engineering, P.E. ENTRANCE NDUCTORS IN APARTMENTS IN APARTMENTS GROUNDING Rochester, NY 14604 4*3/0, 1+6EG 4-*350KCMIL, 120/208V, 1S6,3W 120/208V, 1Q5,3W 585.288.5590 ALUMINUM 1-*2EG ALUMINUM (REFER TO FLOOR PLANS (REFER TO FLOOR PLANS IN 3"C IN 4"C FOR QUANTITIES) FOR QUANTITIES) GENERAL ONE LINE NOTES structural engineer TDM Consulting Engineering g A. PROVIDE SERVICE ENTRANCE S LONE LINE NOTE GENERAL ONE LINE NOTES: 550 North County Road,Suite Saint James, NY 11780 GROUNDING. REFER TO DETAILS ON p� A. PROVIDE SERVICE ENTRANCE A. PROVIDE SERVICE ENTRANCE 631.686.5234 DRAWING E502. 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 120/208V, 1�,3W LOAD CENTERS SHALL BE RINGLESS 120/208V, 1�,3W LOAD CENTERS SHALL BE RINGLESS key C. PROVIDE MANUAL TRANSFER SWITCH AND WITH HORN BYPASS. WITH HORN BYPASS. 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 ■ !M! ! O HIGH VOLTAGE HIGH VOLTAGE HIGH VOLTAGE WIRING BY WIRING BY WIRING BY UTILITY COMPANY PAD MOUNTED UTILITY COMPANY PAD MOUNTED UTILITY COMPANY PAD MOUNTED project T TRANSFORMER T TRANSFORMER TYBY TRANSFORMER COMPANY VINEYARD VIEW 0 E BY UTILITY COMPANY BY UTILITY COMPANY B TWO(2) SETS OF ALUMINUM TWO(2) SETS OF ALUMINUM TWO (2) SETS OF ALUMINUM 4-*250KCMIL, 1-*1 EG IN 4" 4-*250KCMIL, 1-*1 EG IN 411 4-*500KCMIL, 1-*2/OEG IN 4" MC-C PVC IN DUCTBANK MC-D PVC IN DUCTBANK PUMP PVC IN DUCTBANK D B - METER CENTER 208Y/12OV,30,4W, 22KAIC METER CENTER 208Y/12OV,30,4W, 22KAIC STATION MC 150A MCB METER CENTER 208Y/12OV,30,4W, 22KAIC 4 County Road 48 400/3 300/3 120/208V, 3�,4W 600/3 Greenport, NY 11944 _j seal H H H H H H H H H F NE Pte] 1200 5 5 100 125 125 150 100 rL2 125 2� N Dq4 2 2 2 3 2 2 CO °,41 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 � r\ SE CABLE WITH SE CABLE WITH SE CABLE WITH SE CABLE WITH SE CABLE WITH `L- %�;' INSULATED INSULATED INSULATED INSULATED IF * TO LOAD CENTERS INSULATED �,/ p697��, 4 CONDUCTORS IN LOAD CENTERS CONDUCTORS CONDUCTORS TO LOAD CENTERS CONDUCTORS 4 250KCMIL CONDUCTORS IN APARTMENTS IN APARTMENTS * IN APARTMENTS 120/208V, 10,3W 120/208V 105 3W 1 UMI 120/208V, 10,3W (REFER TO FLOOR PLANS (REFER TO FLOOR PLANS ALUMINUM 3*1/0,1*6EG (REFER TO FLOOR PLANS FOR QUANTITIES) FOR QUANTITIES) IN 3 C ALUMINUM FOR QUANTITIES) E+ 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 HP1 A. PROVIDE SERVICE ENTRANCE APROVIDE SERVICE ENTRANCE � A. PROVIDE SERVICE ENTRANCE GROUNDING. REFER TO DETAIL *1 ON GROUNDING. REFER TO DETAIL *1 ON. GROUNDING. REFER TO DETAIL *1 ON DRAWING E.502. DRAWING E.502. DRAWING E.502. 100A MCB 120/208V, 1�,3W B LIOADRCENTERSSOCKETS SHALL BE R RINGLESS RESIDENTIAL 100A MCB B. METER SOCKETS FOR RESIDENTIAL 100A MCB B. METER SOCKETS FOR RESIDENTIAL 120/208V, 1�,3W LOAD CENTERS SHALL BE RINGLESS 120/208V, 1�,3W LOAD CENTERS SHALL BE RINGLESS WITH HORN BYPASS. WITH HORN BYPASS. WITH HORN BYPASS. ONE LINE DIAGRAM - BUILDING TYPE C - TYPICAL ONE LINE DIAGRAM - BUILDING TYPE D - TYPICAL ONE LINE DIAGRAM - BUILDING #7, TYPE D - TYPICAL NO SCALE NO SCALE NO SCALE title ONE LINE DIAGRAMS - ELECTRICAL drawn by: DPK checked by: ERB scale: 1/8"= F-O" project number: 10002 scaled inch sheet number BUILDING B 9 z+-- ENGiNEERiNG Mechanical/Electrical Engineering Consultants ® ► .w.' M/E Project#170412 Rochester Buffalo I Syracuse I Schenectady 150 N.CHESTNUT ST. 585.288.5590 ROCHESTER NY 14604 www.meengineenng.com " BEATTY HARVEY COCO A RC H I T E C T S , LLP 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 WATT EFFICIENCY REFERENCE NOTES m(n Road, 0.1 e A 51" X 10" LINEAR CEILING MOUNTED PROGRESS LIGHTING 35W LED 4000K WHITE 120V SURFACE 35W 103 owner/developer WHITE LED FIXTURE P7279-3040K8 80 CRI LUMEN/WATT Conifer Realty 1000 University Avenue Suite 500 Rochester, NY 14607 585.324-0500 B 12.5" DIAMETER CEILING MOUNTED SEAGULL LIGHTING (2) 9.5W LED 3000K BRUSHED 120V SURFACE 19W 84 civil engineer SATIN BRUSHED NICKLE LED FIXTURE 77064EN3-962 90 CRI NICKEL LUMEN/WATT LKMA 437&405 South Country Road Brookhaven,NY 11719 631.286.8668 C 7.25" SURFACE MOUNTED DOWN LIGHT PROGRESS LIGHTING 17W LED 3000K WHITE 120V SURFACE 17W 67 m.e.p. &f.p. FIXTURE P8022-28-30K 90 CRI LUMEN/WATT M/E Engineering, P.E. Bg 150 North Chestnut Street Rochester, NY 14604 585.288.5590 D 9'W x 12.5"H EXTERIOR WALL PROGRESS LIGHTING: 17W LED 3000K ANTIQUE 120V WALL 17W 71 structural engineer MOUNTED ANTIQUE BRONZE DIMMABLE P6085-20301<9 90 CRI BRONZE LUMEN/WATT TDM Consulting Engineering LED LANTERN FIXTURE 550 North County Road,Suite I Saint James, NY 11780 631.686.5234 E 24" X 9" LINEAR SURFACE MOUNTED PROGRESS LIGHTING 23W LED 3000K WHITE 120V SURFACE 23W 101 WHITE LED FIXTURE P7183-303OK8 80 CRI LUMEN/WATT key X01 TRUE NORTH C - 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 zz■ e lr It M OO 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 ° JE project FE16" DIAMETER STEM MOUNTED LITHONIA LIGHTING 24W LED 3000K BRUSHED 120V STEM 24W 63 VINEYARD VIEW �' BRUSHED NICKEL LED FIXTURE FMSATL 16 208 30 BN 80 CRI NICKEL LUMEN/WATT s . W/ 3SHL6 BN 6" STEM ACCESSORY Dk 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 N w D FD 24" X 9" LINEAR SURFACE MOUNTED PROGRESS LIGHTING 23W LED 3000K WHITE 120V SURFACE 23W 101 ' R�r4s " WHITE LED FIXTURE P7183-3030K8 80 CRI LUMEN/WATT , � y 2J j 06 g.J A' G �fTlO�ESS10�1P�' I 2X4 LED SURFACE LITHONIA* 2RTLX4 39W LED 3500K WHITE 120V SURFACE 39W 96 4000 LUMENS LUMEN/WATT issued date description 1 03/14/19 Issued for Construction P LED FULL CUTOFF TRAPEZOIDAL GARDCO: 28W LED 3000K CUSTOM 120V SURFACE 28W 106 � SCONCE. ALUMINUM HOUSING, TEMPERED 101L-16L-530-WW-G1-3- 2944 LUMENS LUMEN/WATT >?I: GLASS LENS, MEDIUM THROW UNV CUSTOM FINISH DISTRIBUTION, UL LISTED WET LOC,\TIOIISELECTED BY ARCHITECT LUMINAIRE SCHEDULE NOTES: FF��__ A. ALL FIXTURES SHALL BE ENERGY STAR RATED Fk title SCHEDULES - ELECTRICAL Gp -� drawn by: DPK checked by: ERB scale: 1/8"= 1'-0" project number: 10002 scaled inch sheet number BUILDING B +4 + +6 +8 E6 . 01 4- ENGiNEERiNG Mechanical/Electrical Engineering Consultants ® ✓ GENERAL NOTES M/E Project#170412 1.ALL DEVICES PROVIDED BY THE DIVISION 16 CONTRACTOR. Rochester I Buffalo I Syracuse I Schenectady ELECTRIC EQUIPMENT AND CONTROL SCHEDULE 2.ITEM NUMBER INDICATES EQUIPMENT NUMBER. 150 N.CHESTNUT ST. 585.288.5590 ,. , �, 3.ALL DEVICES SHALL BE SURFACE MOUNTED UNLESS OTHERWISE NOTED. ROCHESTER,NY 14604 www.meengineering.com 0� .11.1'1.041 4 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 ARC H I T E C T S , LLP NEW YORK I MARYLAND Y 0M W 00 Y 00K A or OW W 3w Q ? �� �m � ��o v�i'�''o N' o F-z z az 1300 Wait Whitman Road, New York, 11747 �- od ~ OJ CY Zw Or �- w- W- Q > MCA OR o= �� ►=t- zzw �Ow w 0=0 awN �w �- ~ t ~ ~ �� Q� o� wz p:(631)300-1010 SYSTEM PANEL OR CONTROL CIRCUIT POWER WIRING FROM PANEL TO POWER WIRING FROM CONTROL UNT T NEMA 4JU 3 Qtn O�W Q>W Kw Umm J� ��Q oma UIQ tnF- HF- ►- oo DISCONNECT SWITCH ITEM DESIGNATION NAME ROOM LOCATION HP KW SYSTEM PHASE > w w 3� 3� �3� U U U t= SIZE f ?� ? w� ate= xJ= :dz 0 to v, o cn Ow w Ww JQ owner/developer er AMPS VOLTS CENTER BREAKER CONTROL UNIT EQUIPMENT Q3 m- Q mo� wO o o STARTER �y �w >� ?oma �w� wo wZ)- Jir'- �3 0� of Foy trZz J,Z NZ Ma p 7r OZ FOWtn O?Tn -� G�t�O jZ0 O >_ W W W W O O Z Z mm Wp J~ H Vlt- =O QO O t-J <� U �fL UO Q Y►- 00 Ir a- f_ LULU UF. F.0 U OU O o �N Um �z U �x aF wF _� o O SWITCH FUSE ENCLOSU REF. 1000 UniversityCAOvenuerSRueeS 0 > aO W Wo Wo wo AMPS SIZE LOC. RE NEMA NOTES Rochester, NY 14607 585.324-0500 DSS-1 DUCTLESS SPLIT CONDENSING UNIT EXTERIOR 19.7 1 208 LC-13,15 30/2 2-*10, 1-*10EG, NM CABLE 2-*10, 1-*10EG, NM CABLE X AU 30 NF AU 3 SD-HP-1 DUCTLESS SPLIT INDOOR UNIT APT. MECH. RM. 1 208 LC -- 2-*10, 1-*10EG, NM CABLE 2-*10, 1-*10EG, NM CABLE X AU 20 NF AU 5 civil engineer DSS-HP-1 DUCTLESS SPLIT INDOOR UNIT APT. 1 208 LC -- 2-*10, 1-*10EG, NM CABLE 2-*10, 1-*10EG, NM CABLE X AU 20 NF AU 5 LKMA DSS-2 DUCTLESS SPLIT CONDENSING UNIT EXTERIOR 19.7 1 208 LC-13,15 20/2 2-*12, 1-*12EG, NM CABLE 2-*12, 1-*12EG, NM CABLE X AU 30 NF AU 3 437&405 South Country Road SD-HP-1 DUCTLESS SPLIT INDOOR UNIT APT. MECH. RM. 1 208 LC -- 2-*8, 1-*10EG, NM CABLE 2-*8, 1-+10EG, NM CABLE X AU 20 NF AU 5 Brookhaven,NY 11719 DSS-HP-1 DUCTLESS SPLIT INDOOR UNIT APT. 1 208 LC -- 2-*10, 1-*10EG, NM CABLE 2-*10, 1-*10EG, NM CABLE X AU 20 NF AU 5 631.286.8668 DSS-3 DUCTLESS SPLIT CONDENSING UNIT EXTERIOR 25.1 1 208 1 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. -* I DSS-HP-1 DUCTLESS SPLIT INDOOR UNIT APT. 1 208 LC -- 210, 1-*10EG, NM CABLE 2-*10, 1-*10EG, NM CABLE X AU 20 NF AU 5 I Rochester, NY 14604 g 150 North Chestnut Street EF-Al EXHAUST FAN/LIGHT 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 EF-A2 EXHAUST FAN APT. BATHRMS. .4 1 120 LC (SEE PLANS) 20/1 2-*12, 1-*12EG, NM CABLE 2-*12, 1-*12EG, NM CABLE X AU 2 DW DISHWASHER APARTMENTS KITCHEN 1 120 LC (SEE PLANS) 20/1 2-*12, 1-*12EG, NM CABLE 2-*12, 1-*12EG, NM CABLE X AU 20 NF AU structural engineer RH RANGE HOOD/MICROWAVE APT KITCHEN 1 120 LC 20/1 2-*12, 1-*12EG, NM CABLE 2-*12, 1-*12EG, NM CABLE X AU 1 TDM Consulting Engineerin 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 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 631.686.5234 EWH-R WALL HEATER - RECESSED VARIOUS 1.8 1 120 LC (SEE PLANS) 20/1 2-*10, 1-*10EG, NM CABLE 2-*10, 1-*10EG, NM CABLE X AU 30 NF AU SP-1 SANITARY PUMP STATION PUMP STATION 205 3 208 PS1-1,3,5 100/3 4-*2, 1-*8EG IN 2"C 4-*2, 1-*8EG IN 2"C X AU 100 NF AU 3R 8 key TRUE NORTH + REFERENCE NOTES: -C 1. COORDINATE CONNECTION WITH SUPPLIER. 2. COMBINATION EXHAUST FAN AND LIGHT UNIT. PROVIDE WALL SWITCH FOR CONTROL OF LIGHT ONLY. PROVIDE UNSWITCHED POWER TO EXHAUST FA. FAN TO BE CONTROLLED VIA INTEGRAL OCCUPANCY SENSOR. 3. MOUNT WEATHERPROOF DISCONNECT SWITCH TO THE SIDE OF THE BUILDING. UTILIZE LIQUID TIGHT FLEXIBLE CONDUIT FOR CIRCUIT FROM THE ISCONNECT SWITCH TO THE UNIT. �"�■ 4. EXHAUST FAN SHALL BE CONTROLLED VIA ROOM LIGHT SWITCH AND VACANCY SENSOR. 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. 8. PROVIDE CONNECTION OF SANITARY PUMP STATION. SEE SITE PLANS FOR MORE DETAILS. COORDINATE WITH CIIVIL ENGINEER AND SITE CONTRATOR. project VINEYARD VIEW + County Road 48 Greenport, NY 11944 seal OF ✓ L. D4 C C PANELBOARD SCHEDULE U69-70 C; PANEL TYPE MAIN AMPERE RATING BRANCH CIRCUIT DEVICES Ess10�1P�' INFORMATION VOLTAGE RATING MOUNT BRANCH FEED SUB KAIC QUANTITY FRAME TRIP / FUS NOTES issued date description NAME DIST. CIR. LUGS TMLOMCB MFS SYM) SWITCH SIZE-FU POLES �I E VOLT PHASE WIRE F _S .ACTIVE SPARE SPACE TOTAL 10 10 18 20 1 1 03/14/19 Issued for Construction 2 20 2 HP X 208/120 3 4 100 22 X 5 6 1 20 1 7 1 20 1 A LC1 X 208/120 1 3 100 10 X 1 30 2 1 40 2 5 6 20 1 8 1 20 1 A LC2 X 208/120 1 3 100 10 X 1 30 2 FF____ 1 40 2 5 6 4 20 1 10 1 20 1 A LC3 X 208/120 1 3 100 10 X 1 30 2 1 1 40 2 title 44 19 20 1 SCHEDULES - PS1 X 208/120 3 4 150 22 X °° 3 ELECTRICAL PANELBOARD SCHFDULF NOTES: + A. PROVIDE COMBINATION TYPE ARC FAULT CIRCUIT INTERRUPTER CIRCUIT BREAKER. SEE FLOOR PLANS. G B + drawn by: DPK checked by: ERB scale: 1/8"= 1'-0" project number: 10002 scaled inch sheet number BUILDING B 1 21 3 � � 6 7 8 91 GENERAL NOTES - RESIDENTIAL: GENERAL DESIGN CRITERIA: A. THIS PROJECT SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH VA ENGi,NEERi,NG p LiA. RADON: THE FOLLOWING ENERGY CONSERVATION AND FUNDING PROGRAMS: Mechanical/Electrical Engineering Consultants THE MOST STRINGENT CRITERIA SHALL APPLY. M/E Project#170412 1. SEE ARCHITECTURAL PLANS FOR RADON PIPING SYSTEM. Rochester I Buffalo I Syracuse I Schenectady BLD��G COORDINATE WITH PLUMBING PIPING. - ENERGY STAR V3.1 (REV 9), WITH CHECKLISTS. (TYPE C) _ 150 N.CHESTNUT ST.60 ineen 8.5590 g.com HCR HANDBOOK (VERSION 2018) ROCHESTER,NY 14604 www.meengineering.com 2. PLUMBING CONTRACTOR SHALL SEAL ALL PLUMBING RELATED - LEED V4 FOR HOMES SLAB AND BELOW GRADE EXTERIOR WALL PENETRATIONS USING POLYURETHANE CAULK, TREMCO VULKEM 116 OR SIMILAR, IN COORDINATION WITH THE INSTALLATION OF THE PASSIVE LNJDBANKED RADON MITIGATION SYSTEM. GENERAL NOTES: BEATTY HARVEY COCO PLUMBING SYMBOL LIST ARCHITECTS , LLP PARKING B. FIXTURE INSTALLATION: NEW 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 ° COMPOUND. INSTALLATION SHALL BE PER THE FIXTURE MFR'S B. EXISTING CONDITIONS ARE TAKEN FROM FIELD OBSERVATIONS A p:(631)300-1010 RECOMMENDATIONS. SUB-FLOORS AT SHOWERS SHALL BE AND PRIOR CONSTRUCTION DOCUMENTS WHEN AVAILABLE. THE ® POINT OF CONNECTION owner/developer PATCHED TO MINIMIZE SIZE CF HOLE AT DRAIN BEFORE LOCATIONS SHOWN MUST BE CONSIDERED APPROXIMATE. OTHER INSTALLING BEDDING COMPOUVD. SUCH WORK MAY EXIST, HOWEVER, LOCATION AND SIZE ARE NOT ® POINT OF DISCONNECTION Conifer Realty - - SPRAY FOAM SHALL NOT BE USED AS BEDDING MATERIAL. - - PRESENTLY KNOWN. IT IS STRONGLY ENCOURAGED TO VISIT SITE 1000 University Avenue Suite 500 G B PRIOR TO BID TO REVIEW EXISTING CONDITIONS AND CONFIRM NTS NOT TO SCALE Rochester, NY 14607 2. ADA COMPLIANCE - WATER CLOSET AND URINAL HANDLES IN SCOPE OF WORK. (E) EXISTING 585.324-0500 ADA APARTMENT OR STALLS SHALL BE MOUNTED ON THE SIDE OF THE FIXTURE OPEN TO THE ROOM. C. WHEN EXISTING CONSTRUCTION IS DAMAGED DURING WORK BY (ETR) EXISTING TO REMAIN C. GAS PIPING' THIS CONTRACTOR, REPAIR AND/OR REPLACE WITH SIMILAR AFF ABOVE FINISHED FLOOR civil engineer MATERIALS AS MUCH AS POSSIBLE, SUBJECT TO ARCHITECTS BFF BELOW FINISHED FLOOR LKMA 1. PROVIDE A PIPE NIPPLE THRU EQUIPMENT CASE FOR CONNECTION APPROVAL. VTR VENT THRU ROOF 437&405 p °° ° TO CORRUGATED STAINLESS STEEL TUBING (CSST) & GAS FLEX South Country Road O ° °° ° LINES PER CODE. CSST & FLEX CONNECTORS SHALL NOT EXTEND D. DISPOSE OF ALL DEMOLITION AND/OR OTHER WASTE MATERIALS GC GENERAL CONTRACTOR Brookhaven,NY 11719 ° ° THRU EQUIPMENT CASES. CAUSED BY WORK OF THIS CONTRACTOR. LEGALLY DISPOSE ALL MC MECHANICAL CONTRACTOR 631.286.8668 MATERIALS TO A LOCATION OFF SITE. PC PLUMBING CONTRACTOR 2. CSST INSTALLATION SHALL REQUIRE CALCULATIONS FROM P.C. E. COORDINATE AND SCHEDULE WORK AND SHUTDOWNS WITH THE EC ELECTRICAL CONTRACTOR m.e.p. &f.p. BLS B n VERIFY ACCEPTABLE CSST LINE SIZES. SIZES SHOWN ON PLANSS OWNER AND OTHER TRADES PRIOR TO DEMOLITION. (E) EXISTING PIPING M/E Engineering,, P.E. VILLAGE a ARE IRON PIPE SIZES. SOLAR E g B BSA NEW PIPING LOCATED ABOVE FLOOR/SLAB B 150 North Chestnut .a b, BL�� D 3. CSST INSTALLATIONS SHALL BE GROUNDED AND BONDED PER CODE F. ALL EXISTING PIPING TO REMAIN SHALL BE RECONNECTED TO _ Rochester, NY 14604 (rVPE D) BACK TO ELECTRIC SERVICE GROUND. ACTIVE SERVICE PIPING. NEW PIPING LOCATED BELOW FLOOR/SLAB 585.288.5590 ° COLD WATER PIPING (CW) 0 4. EVERY CSST INSTALLER SHALL HAVE PROOF THAT THEY HAVE G. ALL PIPING TO BE REMOVED, SHALL BE REMOVED BACK TO ACTIVE .. HOT WATER PIPING (HW) FIRE PUM BEEN TRAINED TO AN ACCEPTABLE LEVEL BY THE MFR OF THE PIPING AND CAPPED. VALVE AND CAP ALL WATER PIPING. REMOVE structural engineer HOUSE CSST BEING INSTALLED. ALL INACTIVE PIPING UNLESS NOTED. ••• HOT WATER RECIRCULATING PIPING (HWR) -140--- 140° HOT WATER PIPING (HW) TDM Consulting Engineerin SEE SPE H. ALL PIPING TO BE REMOVED AND LOCATED WITHIN A WALL TO 550 North County Road,Suite? ° D K 5. 2 PSI SYSTEMS SHALL HAVE THE VENT FOR THE REGULATOR AT -140 ---- 1400 HOT WATER RECIRCULATING PIPING (HWR) Saint James, NY 11780 THE EQUIPMENT EXTENDED TO THE OUTSIDE WITH A VENT ELBOW. REMAIN MAY BE ABANDONED IN PLACE UNLESS NOTED. REMOVE ---� S LEASING VENT PIPING BACK TO BEHIND THE FINISHED WALL SURFACE AND CAP. TW TEMPERED HOT WATER PIPING (TW) 631.686.5234 LEA VENT LIMITORS SHALL NOT BE USED IN PLACE OF VENT PIPING. OFFICE TWR TEMPERED HOT WATER RETURN PIPING (TWR) I. PATCH HOLES IN EXISTING CONSTRUCTION LEFT BY THE REMOVAL 6. ALL EXTERIOR GAS PIPING INSTALLED BY THE P.C. SHALL BE PAINTED. 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 BLDG7. > ° (TYPED' 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) 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 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) PROTECT BUILDING AND FURNISHINGS FROM DAMAGE. E. ROOF PENETRATIONS G NATURAL GAS PIPING (G) C L. WHERE NEW WORK IS TO BE INSTALLED ABOVE AN EXISTING D ELBOW DOWN 1. PROJECTS WITH PITCHED ROOFS SHALL HAVE ALL PLUMBING CEILING, PROVIDE FOR THE REMOVAL OF THE CEILING. UPON 45'OFFSET = VENTS, AND EQUIPMENT INTAKES & VENTS, THROUGH ROOFS, COMPLETION OF WORK, REPAIR ALL DAMAGED CEILING SURFACES, SITE PLAN LOCATED BEHIND THE RIDGE LINE AND SHALL NOT BE VISIBLE REPLACE ALL DAMAGED TILES. o ELBOW UP FROM THE FRONT OF THE BUILDING. BOTTOM/TEE CONNECTION M. SLEEVE AND SEAL ALL WALL AND FLOOR PENETRATIONS. PROVIDE �- P-001 FIRESTOPPING FOR ALL PENETRATIONS. �i� TOP TEE CONNECTION ° 2. ROOF PENETRATIONS SHALL BE MADE AT LEAST 5 FEET AWAY, E)o "P" TRAP MEASURED HORIZONTALLY, FROM ROOF VALLEYS ON PITCHED N. MAINTAIN SERVICE CLEARANCES OF ALL EQUIPMENT. ADVISE OTHER ROOFS AND 5 FEET UPHILL FROM ROOF DRAINS ON FLAT ROOFS. TRADES OF THE REQUIRED SERVICE CLEARANCES. -z PIPE CONTINUATION ° � CAP OR PLUG 77 _71 GAS LOAD - DESIGN BASIS - BUILDING A F. ENERGY CONSERVATION 0. PROVIDE FOR THE DRAINING AND REFILLING OF PIPING SYSTEMS, DECK PLATE CLEANOUT (DPCO) project FIRE PROTECTION SYMBOL LIST INPUT BTUH/ 1. ALL WALL & FLOOR SURFACE PENETRATIONS IN APARTMENTS, INCLUDING YSTEMS OFREMOVAL, RESETTING AIR AND SCALE CAUSOD FLUSH UBY SHUTAOWNS FLLUDSHING -AHI WALL PLATE CLEANOUT (WPCO) SYMBOL DESCRIPTION EQUIP. NO. DESCRIPTION QUANTITY UNIT TOTAL BTUH COMMENT INCLUDING THOSE BEHIND ESCUTCHEONS, SHALL BE SEALED STARTUPSIll CLEANOUT (CO) VINEYARD VIEW TO COMPLY WITH PRESSURE TESTING FOR ENERGY EFFICIENCY. FLOOR DRAIN (FD) / FLOOR SINK (FS) EXISTING WORK TO BE REMOVED DWH-1 WATER HEATER 5 38,000 190,000 . ®P. REFER TO EQUIPMENT/ FIXTURE SCHEDULE FOR FINAL CONNECTION @ROOF DRAIN POINT OF CONNECTION 2. ACCESS DOORS IN APARTMENTS SHALL BE GASKETED TYPE® SIZES.TOTAL CONNECTED LOAD 190,000 BTUH TO COMPLY WITH PRESSURE TESTING FOR ENERGY EFFICIENCY. C4i- WALL HYDRANT (WH) / HOSE BIBB (HB) p ® POINT OF DISCONVECTION 190 CFH - CONN. LOAD G. INSULATION SCOPE Q. PROVIDE CLEANOUTS AT THE BASE OF ALL STORM, SANITARY i]71 STRAINER PEX MANIFOLD AND WASTE STACKS. ® WATER METER County Road 48 1. INSULATE ALL COLD WATER PIPING FROM THE WATER SERVICE Greenport, NY 11944 NTS NOT TO SCALE R. PITCH 4" AND LARGER SANITARY AND WASTE PIPING AT %g" PER ® CATCH BASIN ENTRANCE TO THE INLETS OF THE PEX MANIFOLDS. seal (E) EXISTING FOOT UNLESS OTHERWISE NOTED. FOR SANITARY AND WASTE (� MANHOLE GAS LOAD - DESIGN BASIS - BUILDING B PIPING 3" AND SMALLER PITCH AT 1/4" PER FOOT UNLESS z SHUT OFF VALVE (ETR) EXISTING TO REMAIN 2. INSULATE ALL HOT WATER PIPING FROM THE WATER HEATER TO OTHERWISE NOTED. OF NC EQUIP. N0. DESCRIPTION v AFF ABOVE FINISHED FLOOR QUANTITY INPUT BTOTAL BTUH COMMENT BTUH/ TOTAL THE INLETS OF THE PEX MAMFOLDS. BALANCING VALVE GC GENERAL CONTRACTOR UNIT S. COORDINATE LOCATION AND ELEVATION OF STORM AND SANITARY - - CHECK VALVE DWH-1 WATER HEATER 10 38,000 380,000 3. INSULATE ALL HOT WATER RETURN PIPING. LATERALS AND WATER SERVICE WITH THE SITE CONTRACTOR. NO " ' MC MECHANICAL CONTRACTOR 9 SOLENOID VALVE `�' "F ALLOWANCE WILL BE MADE FOR ADDITIONAL COSTS DUE TO THE PC PLUMBING CONTRACTOR H. INSULATION SCOPE: CENTRAL HOT WATER, NO PEX CONTRACTORS FAILURE TO COORDINATE TERMINATION POINTS. PRESSURE REDUCING VALVE ( a EC ELECTRICAL CONTRACTOR TOTAL CONNECTED LOAD 380,000 BTUH THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR THE FINAL RELIEF VALVE 1. INSULATE ALL COLD WATER PIPING FROM THE WATER SERVICE CONNECTION TO THE SITE UTILITIES. FC FLUSHING CONNECTION 380 CFH - CONN. LOAD ENTRANCE TO BRANCHES FOR THE UNITS, AND THE FIRST 10 FEET SHUT-OFF SWITCH (E) EXISTING PIPING OF THE BRANCH PIPING. T. MINIMUM SIZE OF WASTE PIPING BELOW SLAB SHALL BE 3" EXCEPT PIPE ANCHOR �� 0697 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 INPUT BTUH/ UNION FIRE PROTECTION SERVICE (FP) THE BRANCHES FOR THE UNITS, AND THE FIRST 10 FEET OF THE � � • BACKFLOW PREVENTER (BFP) E S _IBRANCH PIPING. PIPING BELOW SLAB SHALL BE 2".SPRINKLER MAIN/BRANCH PIPING tS) EQUIP. N0. DESCRIPTION QUANTITY UNIT TOTAL BTUH COMMENT E issued date description D SPRINKLER DRAIN PIPING (D) 3. INSULATE ALL HOT WATER RETURN PIPING. Poo SHOWER HEAD D ELBOW DOWN DWH-1 WATER HEATER 10 38,000 380,000 -0 SHOCK ABSORBER (SA) 1 03/14/19 Issued for Construction 9-� 4'50 OFFSET TOTAL CONNECTED LOAD 380,000 BTUH -�� RECIRCULATION PUMP 0 ELBOW UP 380 CFH - CONN. LOAD THERMOMETER -e EIOTTOM/TEE CONNECTION -= O PRESSURE GAUGE -tr- TOP TEE CONNECTION -i PIPE CONTINUATION 3 FLUSHING CONNECTION GAS LOAD - DESIGN BASIS - BUILDING D • PENDENT SPRINKLER HEAD EQUIP. NO. DESCRIPTION QUANTITY INPUT BTUH/ TOTAL BTUH COMMENT WATER HEATER SCHEDULE X QUICK RESPONSE PENDENT SPRINKLER HEAD DWH-1 WATER HEATER 5 38,000 190,000 GALLONS/ t, CONCEALED PENDENT SPRINKLER HEAD BTUH TEMP RISE VENT IN NO. SERVICE TYPE HOUR FUEL TYPE ELECTRIC DESIGN MAKE O RESIDENTIAL PENDENT SPRINKLER HEAD TOTAL CONNECTED LOAD 190,000 BINPUT TUH 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 I 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 e EXTENDED COVERAGE SIDEWALL SPRINKLER HEAD TYPICAL APARTMENT TYPICAL WC-A LAV-A BT-A - SK-A VERTICAL SIDEWALL SPRINKLER HEAD HEAD FT MOTOR N BACK TO BACK ATTIC SPRINKLER HEAD APARTMENT, ADA W/ SHOWER WC-B LAV-B SH-A FD-A SK-B - N0. LOCATION SERVICE GPM WATER HP VOLTAGE PHASE RPM TYPE DESIGN MAKE title O COMMUNITY RM SK-C SINGLE DIRECTIONAL ATTIC SPRINKLER HEAD BP-1 CB DOMESTIC 250 130 15 208 3 - ELEC GRUNDFOS MPC-E 2CR45-2 SCHEDULES e HIP ATTIC SPRINKLER HEAD - - - - - FP-1 PUMP HOUSE FIRE 1500 140 86 200 3 1760 DIESEL ARMSTRONG HSC-8x6x15NF-8 LAUNDRY RM - - - FD-A SK-D WMF SYMBOLS �- DRAIN VALVE RCP-1 - DHW RECIRC 2 12 1/25 120 1 - INLINE GRUNDFOS UP15-18 B5 PUBLIC TOILET RM WC-C LAV-C - FD-A -41_I- CHECK VALVE CORRIDOR - - - - - EWC-A - - - - - - - - - - - -1510- PRESSURE REDUCING VALVE JANITOR'S CLOSET - - - - - MB-A RELIEF VALVE & NOTES .44 EIACKFLOW PREVENTER (BFP) PLUMBING SHUT-OFF VALVE WITH TAMPER SWITCH (TS) SHOCK ABSORBER SCHEDULE C FLOW SWITCH (FS) FIXTURE CONNECTION SCHEDULE - COMMUNITY BLDG FIXTURE AND EQUIPMENT CONNECTION SCHEDULE PRESSURE SWITCH (PS) NO FIXTURE UNIT SIZE IN PDI SYMBOL COLD HOT WASTE OR -� drawn by: NAJ <o> DRY PRE-ACTION ALARM VALVE RATING INCHES DESIGNATION DESCRIPTION VENT REMARKS COLD HOT WASTE OR WATER WATER SANITARY DESIGNATION DESCRIPTION VENT REMARKS ® ALARM CHECK VALVE WITH TRIM (ACV) SA-A 1 SA-B 12 - 11 1/2" A SK SINK 1/2" 1/2" 2" 1 1/2" WATER WATER SANITARY checked by: NAJ FIRE DEPARTMENT VALVE (FDV) SK SINK 1/2" 1/2" 2" 1 1/211- 32 3/4" B LAV LAVATORY 1/2" 1/2" 1 1/2" 11/2" 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" project number: 10002 V FIRE DEPARTMENT CONNECTION (FDC) EWC ELEC. WTR. COOLER - 1/2" 1 1/2" 1 1/2" WC WATER CLOSET - 1/2" 3" 2" SA-E 114 - 154 1 1/2" E WMF WASH. MACH. FITTING 1/2" 1 1/2" 1 2" 1 11/2" 1 1 BT BATHTUB 1/2" 1/2" 1 1/2" 1 1/2" scaled inch FIRE PUMP TEST HEADER SA-F 155 - 330 2" F MB MOP BASIN 3/4" 1 3/4" 1 3" 1 11/2" 1 SHR SHOWER 1/2" 1/2" 2" 1 1/2" sheet number t INSPECTOR'S TEST CONNECTION (ITC)_ �j FIRE HYDRANT (FH) NOTES ® F'IRE HOSE CABINET =SIZES SHOWN ARE MINIMUMS. SIZES ON PLANS MAY BE LARGER. NOTES: BUILDING B © FIRE VALVE CABINET -SIZES SHOWN ARE MINIMUMS. SIZES ON PLANS MAY BE LARGER. ® F'IRE EXTINGUISHER ` = ENGiNEERiNG Mechanical/Electrical Engineering Consultants WE Project#170412 Rochester Buffalo I Syracuse I Schenectady 150 N.CHESTNUT ST. 585.288.5590 p. ROCHESTER,NY 14604 www.meengineedng.com 9 ° BEATTY HARVEY COCO A RC H I T E C T S , L L P NEW YORK I MARYLAND 5 ® a A M3 1300 Walt Whitman Road, New York, 11747 p:(631)300-1010 owner/developer BLDG. 1 Conifer Realty (TYPE C) 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 LANDBANKED 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 Engineerin 550 North County Road,Suite? Saint James, NY 11780 y • 1 631.686.5234 BLDG.2 (TYPE B) key TRUE NORTH w 77) elr■ D_0 OO 0 00 O 0411 0 O O OSI project 06- y. VINEYARD VIEW BLDG.3 II 1II II I (TYPE B) D VILLAGE BLDG.4 � County Road 48 SQUARE (TYPE A) Greenport, NY 11944 s BLDG.6 seal N •s > ' (TYPE D) P`F, 0 W 0 CO :4 it 691 F - 1 � 0 0 E issued date description o L DANK _COMMUNITY 1 03/14/19 Issued for Construction CENTER& LEASING_ II E OFFICE BLDG. 7 P - 1 0 (TYPE D) s H •y BLDG. 5 F- Q (TYPE A) II 0 0 title • FIRE & BOOSTER PUMP PLAN drawn by: NAJ checked by: NAJ scale: - PUMP SCHEDULE project number: 10002 scaled inch HEAD FT MOTOR sheet number N0. LOCATION SERVICE GPM WATER HP VOLTAGE PHASE RPM TYPE DESIGN MAKE FCHDOMESTIC 500 140 86 200 3 1760 DIESEL ARMSTRONG MHSC 8x6xR 45-2 FP-1 PUMP HOUSE FIRE 5NF 8 BUILDING B RCP-1 - DHW RECIRC 2 12 1/25 120 1 - INLINE GRUNDFOS UP15-18 B5 +6 + +8 - { ENGINEERiNG 'nD Mechanical/Electrical Engineering Consultants M/E Project#170412 TMI Rochester I Buffalo I Syracuse I Schenectady 150 N'CHESTNUT ST. 585.288.5590 +• i ROCHESTER,NY 14604 www.meengineenng.com BEATTY HARVEY COCO A RIC H I T E C T S , LLP NEW YORK I MARYLAND A, 1300 Walt Whitman Road, New York, 11747 �- +A p:(631)300-1010 owner/developer Conifer Realty 1000 University Avenue Suite 500 Rochester, NY 14607 585.324-0500 ® civil engineer ® ® ® ® LKMA 437&405 South Country Road ( 1 Im D Brookhaven,NY 11719 D I ( 631.286.8668) I1 � I1 B ( I 11 WE Engineering, P.E. 1 150 North Chestnut Street IJ CI IJ B S 10 1 Rochester, NY 14604 J ® - G 585.288.5590 ® ® 3 ZYN $ ,I structural engineer It $ 9 3 ( TDM Consulting En ineerin 12 3 $ 550 North C onty Rad,Suite 1 -- 1 Saint James, NY 11780 7 6 2 I J 2 6 7 631.686.5234 J $ OC -- - OC OC 8 2 8 O 8 2 nR 1 :!� 2 E Lh $ 3" $ E 2 1 key ° 1 2" O O o O 2" a�1 211 n 1 ORT 211 6 211 0 C 11 E � E " NORTH + 2 B O 6 O O � O O /y, 21 11 s E � O� 9 � O � "- 2" � o O 6 411 O6 C 2" 11 OC �II"'.R 2 O 6 O a OE OE Vy 1 - O O $$ 0 2 O O 2" C o " A o OC O I1 A 3 1 5 project O s,Q,L 4 s-vy °E A O VINEYARD VIEW O 5 A s A O O A I1 s9-yy 5 p C LC O O + County Road 48 4 5 2" Greenport, NY 11944 —� 211 311 LL1. _J O cJ 311 seal -vL 211 C C O C U O O O � 311 � 1•� yy �[ ,.'•� !Y;. ��-fit �J Ell Y V O 31 J Z 11 ,.F'l -� 11 411 Y V O 3 311 411 4 4 F p�9.7 SAN SAN SAN SAN SAN �fTorr_s��o��P` 3" /.� N SAN 11 SAN SAN II 411 I r issued date description 1 03/14/19 Issued for Construction Q O O O 0 O $$ D D D p p p $$ O O D OC OC D � ® ® ® ® 13 11 F p p title ® � � ® BLDG 2 TYPE B GENERAL NOTES: DRAWING NOTES: A. COORDINATE ALL SANITARY / DOMESTIC WATER O1 3" SAN STACK UP TO SECOND FLOOR UNDERGROUND /FIRE PROTECTION AND NATURAL GAS CONNECTION WITH SITE PLAN. O2 3" SAN UP TO WC N PLUMBING SCOPE TO END 5'-0" FLOOR PLA OUTSIDE THE BUILDING O3 3" PTRAP UP TO FD PLUMBING ® 2" SAN STACK UP TO SECOND FLOOR 5 2" SAN UP TO SK � —� drawn by: NAJ © 2" P-TRAP UP TO SH / FD O 1 i/2 P-TRAP UP TO BT checked by: XXX ® 1 %2" WET VENT UP TO LAV scale: AS NOTED O9 2 UNDERGROUND FLOOR PLAN -PLUMBING " VENT UP project number: 10002 10 SCALE: 114"=1'-0" WATER SERIVCE UP TO METER scaled inch sheet number 11 FIRE SERVICE UP TO BACKFLOW DEIVCE / METER 12 2" NATURAL GAS MAIN UP BUILDING B +4 + + -f- - 4 7 gl g H • ENGNEERNG Mechanical/Electrical Engineering Consultants M/E Project#170412 Rochester 1 Buffalo I Syracuse I Schenectady 150 N.CHESTNUT ST. 585.288.5590 A 104 j1 j,101 aid' ROCHESTER NY 14604 www.meengineering.com BEATTY HARVEY COCO ARC H I T E C T S , LLP NEW YORK I MARYLAND 1300 Walt Whitman Road, New York, 11747 Ap:(631)300-1010 owner/developer Conifer Realty 1000 University Avenue Suite 500 Rochester, NY 14607 585.324-0500 ® ® ® civil engineer ® ® ® LKMA 437&405 South Country Road IBrookhaven, NY 11719 1 ( I 631.286.8668 1 I I I I I I - Loo g WE Engineerin , P.E. Z ( V 0 0Q Q g 15 N rah Chestnut Street (n 1 �- Rochester, NY 14604 J ® : ® 585.288.5590 ® ® 3 3" 3" ® ® G structural engineer $ $ g ( T $ $ DM Consulting nEngineering t 7 6 � 1 ( 1 12 Saint James, NY 11780 2 , 2 6 7 631.686.5234 94 -O J $ $ ° OC OC OE 8 71I 8 2 1 0 1 OE $ $ E _ 2 1 key O 211 1 0 211 — — TRUE O 211 NORTH B 2" 3 2" —{— 211 6 6 OE OC IV)- 211 OC OE 2 6 E 2 C g 211 B 211 B g O O 211 6 O E C C ■ O 6 ° � ' n _. OE °12 21 � o — E o L O E E O O $$ ° ° O o 3 211 °C O ---- 0- 211 U11 O A E O �Q� project Q ° A 5 A0 VINEYARD VIEW O —� 4 � O A A O O A 4� 15� 5 C 5 �' 5 O O County Road 48 4J 4 010 C Greenport, NY 11944 4 5 3.1 2" seal 3" �F N —311 O O O Loc 211 /l/�•- // ry 311 Y V J 411 1 411 311 311 1 V O SAN 2 �c SAN SAN SAN SAN �Fa 9697t 411 4' S N SAN 411 SAN 4 ' S 311 �k01-ESS\oN�� issued date description 1 03/14/19 Issued for Construction El O O O O Ll C $ $ 3 $$ 0 O D O ® � OC D ® D D 13 title ® ® ® ® GENERAL NOTES: DRAWING NOTES: BLDG 3 TYPE B A. COORDINATE ALL SANITARY / DOMESTIC WATER O 3" SAN STACK UP TO SECOND FLOOR UNDERGROUND /FIRE PROTECTION AND NATURAL GAS CONNECTION WITH SITE PLAN. O 3" SAN UP TO WC FLOOR PLAN PLUMBING SCOPE TO END 5'-0" OUTSIDE THE BUILDING O 3" PTRAP UP TO FD PLUMB ® 2" SAN STACK UP TO SECOND FLOOR PLUMBING O5 2" SAN UP TO SK g drawn by: NAJ © 2" P-TRAP UP TO SH / FD O 1 %2 P-TRAP UP TO BT checked by: XXX ® 1 Y2" WET VENT UP TO LAV scale: AS NOTED � UNDERGROUND FLOOR PLAN -PLUMBING 9 2" VENT UP project number: 10002 SCALE: 114"=1'-0" 10 WATER SERIVCE UP TO METER scaled inch sheet number 11 FIRE SERVICE UP TO BACKFLOW DEIVCE / METER 12 2" NATURAL GAS MAIN UP BUILDING B 8 9 ENGiNEERiNG Mechanical/Electrical Engineering Consultants M/E Project#170412 Rochester I Buffalo 1 Syracuse I Schenectady 150 N.CHESTNUT ST. 585.288.5590 zt��i] 4-�►11 11 1-4�r q�1-3 ROCHESTER NY 14604 www.meengineenng.com Lr 7 7 3 B 7 7 4 4 BEATTY HARVEY COCO A R C H I T E C T S , L L P P200 P200 P200 P200 P200 P503 P200 P200 P200 P200 NEW YORK I MARYLAND A 1300 Walt Whitman Road, New York, 11747 owner/developer p:(631)300-1010 -�- Conifer Realty 1000 University Avenue Suite 500 Rochester, NY 14607 585.324-0500 ® civil engineer ® ® ® LKMA 437&405 South Country Road I Brookhaven,NY 11719 D WH D I I ( � 631.286.8668 --- ---- � m.e.p. &f.p. B-� ( — M/E Engineering, P.E. ' 150 North Chestnut Street -- I I C I � I ( I B ® ' Rochester, NY 14604 J 9® 585.288.5590 D 8 ® ® I l ® 7 structural engineer $ ( 8 4 TDM Consultin Engineering ' ! $ $ 550 North C onty Road,Suite E -U3 -� Saint James, NY 11780 I � I , 631.686.5234 C E C -- o j OC I EO ® ® 1 j ® 1 , _ I - O $ $ I I key 501 J B � NORTH 0 C - OE . O B 1 - - ` OE OC0"y 0 � OC - 3 O B O E f OC -a8 '-- I--' B 0 'r--- -' 6 O 1 0 I ( 6 • I I ' 7 O Ci O � C 5 r 1 0 1 6 I I ■�■ WH L o j I— O WH F1 • -- - • - • -- -- • project C N u 5 I 2" 2�I I I 1�� O I - ,1 OE -- - - =- - 1 i 2 A o VINEYARD VIEW O I A O 1 j I , - - ---------- I I A A O O A I r ED C EOC ( I I j --------- -- , 2 O O O County Road 48 � j Greenport, NY 11944 t ------- --- - - - - - - . _ i -- --- seal ---- Joc CEoc -------- -----� of No Ej 1 O O ------------------ ------------� _6 1 iJ 2 SFO �6g7Ck3 G' O /4 a n�0-E1,SIO��P� E I- ® ® r issued date description 1 03/14/19 Issued for Construction I O OC O O OC $$ 3 $$ 0 O $$ DD D 3DD D $$ D 1> O OC OC O ? AA D $$ $$ ® ® ® ® F D FD p -�- ® ® WH 5 9 6 ® 5 6 g title ® P200 P200 P200 P200 BUILDING B FIRST FLOOR PLAN GENERAL NOTES: DRAWING NOTES: PLUMBING A. REFER TO RISER DIAGRAMS ON P-200 FOR WASTE PIPING. 01 3" SAN STACK AND 2" VENT UP. B. COORDINATE ALL CONNECTIONS TO THE WATER HEATERS 02 2" SAN STACK AND 2" VENT UP. IN MECHANICAL ROOMS. 0 03 1 %2" VENT UP. -)L- drawn by: NAJ ® 2" NATURAL GAS MAIN UP. checked by: NAJ 05 3/4" COLD WATER SUPPLY DOWN TO WAL HYDRANT. scale: AS NOTED © Y4" COLD WATER SUPPLY DOWN TO WATER HEATER. project number: 10002 1st FLOOR PLAN -PLUMBING 07 %4" COLD WATER SUPPLY UP TO WATER HEATER. scaled inch P-1.01 SCALE: 118"=1'-0" ® 3/4" NATURAL GAS DOWN TO WATER HEATER. sheet number 09 REFER TO DETAIL 2/P500 FOR NATURAL GAS METER INSTALLATION BUILDING B 4HgH • 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.meengineer.ng.com 4 1 7 7 3 B 7 (-- 7 4 4 BEATTY HARVEY COCO ARCHITECTS , L L P P200 P200 P200 P200 P200 P503 P200 P200 P200 P200 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 DD Brookhaven,NY 11719 � I � 631.286.8668 I —-—- -----_ I m.e.p. &f.p. I M/E Engineering, P.E. �- 150 North Chestnut Street I I ' I Rochester, NY 14604 I � � 585.288.5590 , I ® 7 ® ' ® ® structural engineer ® l $ ( I I ® TDM Consultin Engineering I _ 4 550 North C onty Road,Suite E 2 2" ! 2„ 2"] 2.. Saint James,631 686.5234 O - - 3 I ® j 3 211 Iii j —4---�--- I 1 2" o 31u)- OE $ $ -- -----r- 7 o key U �n O B O B n F1 i 2 B NORTH C i B �5FI i 3 B 2i� 0 j O 1 7 ---- --- OE 7 I I 1 7 --- --- 7 O j r- ' Ei 5 O i i =1:5 10 U)-A V91 5 6 ' All I I210 r 2.. I I I 2" O I ------------------ o O ' t - -�---- ---- ------1-- r-- ---- -- ----- --i--- -♦ I - O I -- - - -- 1 O O 1 11 21 2 i i project _ 211 L A -- --_ VINEYARD VIEW I I i I -- - A I O ' 2 I ' j ( A O Blcry ' 3 ! ! 1 2.. I � I OO II I � �� .,.� .,• + 2 j O 1 O \ County Road 48 I I B I 1 I Greenport, NY 11944 - ------------ --- % - I ® seal -- ------� t , 3OO _ = O Q O 0C FC ] _♦ n ° „ 2sFQ-------------- U69./�3 T T �'ROress\o-'P I E I E issued date description 1 03/14/19 Issued for Construction OE OE IL �D � �D OE OE 9 6 5 6 9 title P2C0 P200 P200 P200 BUILDING B SECOND FLOOR PLAN GENERAL NOTES: DRAWING NOTES: PLUMBING A. NATURAL GAS PIPING ROUTED IN THE ATTIC SPACE. O1 2" VENT DOWN B. REFER TO RISER DIAGRAMS ON P-200 FOR WASTE PIPING. O2 1 %2" VENT DN drawn by: NAJ C. COORDINATE ALL CONNECTIONS TO THE WATER HEATERS O3 4" VENT THRU THE ROOF IN MECHANICAL ROOMS. ® checked by: NAJ NATURAL GAS MAIN DOWN. D. DOMESTIC WATER PIPING SHALL NOT BE ROUTED IN THE ATTIC SPACE. 2 O E. WATER HEATER INTAKE AND EXHAUST VENTS SHALL 5 %4" COLD WATER SUPPLY DOWN scale: AS NOTED 2nd FLOOR PLAN -PLUMBING BE ROUTE THRU THE ROOF. © 3/4" COLD WATER SUPPLY TO WATER HEATER. project number: 10002 � O7 3/4" NATURAL GAS DOWN TO 1ST AND 2ND FLOOR WATER HEATERs. scaled inch SCALE: 1/4"=1'-0" sheet number BUILDING B O + + + �I + 61 �{- + g " P - 1 . 02 ENGI NEERiNG Mechanical/Electrical Engineering Consultants WE Project#170412 5D . VPJ Rochester I Buffalo I Syracuse I Schenectady 150 N.CHESTNUT ST. 585.288.5590 ROCHESTER,NY 14604 www.meengineeNng.com BEATTY HARVEY COCO ARC H I T E C T S , LLP NEW YORK I MARYLAND A 1300 Wait I man Road, New York, 11747 I q p:(631)300-1010 —�— owner/developer Conifer Realty 1000 University Avenue Suite 500 Rochester, NY 14607 585.324-0500 civil engineer LKMA 437&405 South Country Road Brookhaven, NY 11719 631.286.8668 m.e.p. &f.p. WE Engineering, P.E. R 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 � 1 1 key YN TRUE NORTH ■ 0 o project VINEYARD VIEW County Road 48 Greenport, NY 11944 seal OF _ E �✓ uDA Y hF r OY i,1,1: IBJ PCO 697 A� c; E E issued date description —� 1 03/14/19 Issued for Construction FF F title BUILDING B GENERAL NOTES: DRAWING NOTES: ROOF PLAN A. LOCATE ROOF PENETRATION OUT OF SITE O1 4" VENT THRU THE ROOF PLUMBING FROM THE FRONT OF THE BUILDING. O2 3" WATER HEATER INTAKE THRU THE ROOF O3 Y WATER HEATER EXHAUST THRU THE ROOF --� drawn by: NAJ checked by: NAJ scale: AS NOTED project number: 10002 ROOF PLAN -PLUMBING scaled inch P-'103 SCALE: 114"=1'-0" sheet number BUILDING B Hk + + + 4T 1 + + g H • 1 21 31 4 51 61 71 81 9 ENGI NEERiNG Mechanical/Electrical Engineering Consultants M/E Project#170412 Rochester Buffalo I Syracuse I Schenectady 150 N.CHESTNUT ST. 585.288.5590 ROCHESTER NY 14604 w�mv.meengineering.com 4" VENT THRU ROOF 4" VENT THRU ROOF 4" VENT THRU ROOF BEATTY HARVEY COCO PAINT EXPOSED VENT & ARCHITECTS , L L P PAINT EXPOSED VENT & PAINT EXPOSED VENT & I ' FLASHING, COLOR AS FLASHING, COLOR AS NEW YORK MARYLAND A li� FLASHING, COLOR AS I SELECTED BY ARCHITECT 1300 Wait Whitman Road, New York, 11747 SELECTED BY ARCHITECT ATTIC i SELECTED BY ARCHITECT J 7 ATTIC JI� ATTIC ATTIC A p:(631)300-1010 7 3" I owner/developer I__ X311 X311 I I I Conifer Realty L- L- 1000 University Avenue Suite 500 1 1 I Rochester, NY 14607 585.324-0500 --- } -- -------- - ------ --- -------- - -,----- - - -------- ---- ------� 1�2„ I Y2„- I I E-------r----------- -'-- 1- 1 11/2"� 1 �1'/p" I I 1i/2'1 I X1'/2” I I civil engineer I 3" 1 I/211 i I I •• GASWATER i i j1 I/2" 311 1 Y211 i i 311 1 Y2.- i 437&405 I LAS I 1 /2 HEATER 1 %2" -AV I zd1 I �LAV-I 1 �2" zd1 1 L LAV- 1 I/2'1 South Country Road I I I 'T-Y2.' /-VALVE APARTMENT �2" I I NI I I I/211 u�1 I I /211 Brookhaven, 28 .8668 WC LAV TUB/SHR SK I I I I I I 1 WC 2" I ISOLATION 1719 631.286.8668 1 " WC i WC " i i WC " I 3/ 2 I 2 I 2 m.e.p. &f.p. B I 311 Y2" I�� - 11/211�� 2nd FLR 742ND FLR 2nd FLR �T 11/211-, 1I �2�� 3" I 3" �2�� I� _ 1 211 Bi 2nd FLR I Y2" 11 1211 B� 2nd FLR M/E Engineering, P.E. I ---- 3 ____ B 150 North Chestnut Street 1 I Y2 �2�� I/21� 1 1 /2 I I „ 1„ �4„ CW MAIN 1 I r Rochester, NY 14604 I L A— /2 I � /2 /2 I 585.288.5590 /4APARTMENT I I structural engineer FA ISOLATION I r— I •: •' I TDM Consulting Engineerin VALVE -- r--------- --------------- - ------- 111 '---"'-- - —•• •• - - ------ - -- __� 550 North County Road,Suite �2 -_ SH-ADA /211 I/211 1 _- 1/21, I �� -- 1 r------- I is __ I ( Saint James, NY 11780 I 1 Y211-1 211 1/2 GAS ; 1 1 1 /2 M 1 1 1 1 211 i 1 631.686.5234 �2 1 211 11 1 - i 211 211 I/211 TY211 HEATER WATER1 1/2" I _ ( �2'I I 11 I 11 /211 /2 i /2 I1 �2a /2I(n I 1/211Y2" /2 /2 I V211 UI ( /2 3" I 1 I 3111 Z11key 1 J w_c 211 1 WC LAV TUB/SHR SK E I 211 — T 1 211 — — 211 1 WPCO 211 LAV I 11 TRUE WPC O�I LAV 1st FLR 1ST FLR �2�� 1 LAV 3�� WPCO AV 1 i/2�� i 1st FLR 3" E 1/2 1st FLR NORTH C 1st FLR GENERAL NOTES: GENERAL NOTES: GENERAL NOTES: GENERAL NOTES: o 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 - RECOMMENDATIONS. project 1 BATHROOM ADA 2 WATER RISER DIAGRAM - TYP 3 BATHROOMS SIDE BY SIDE 4 BATHROOMS SINGLE VINEYARD VIEW P200 SCALE: P200 P200 P200 D SCALE NONE SCALE NONE SCALE NONE D County Road 48 Greenport, NY 11944 seal o wy ATT iF IC ATTIC G ATTIC G ATTIC ATTIC CO �S a '1 t Cr 1 1 1 I/ " VENT EXTEND TO EXTEND TO EXTEND WATER HEATER EXTEND WATER HEATER T021st LR EXTEND TO �F o5�7�� MAIN VENT MAIN VENT INTAKE AND EXHAUST i �' I a /2 GAS INTAKE AND EXHAUST 1/2 GAS I I BENTRS ACK MAIN VENT TO THE ROOF 1 1 1" TO THE ROOF I I I _________T -------- Y4 ____-__ ---- ----------I -------- 1 1 1 11 1 WTR E 1211 j_211 HTR WTR TR I WTR HTR 4 1-211 E issued date description I I 1 I 40 GAL. SK 1211 I-FI SK 1 211 GAS 1 40 GAL. 1 1 03/14/19 Issued for Construction GAS T L_I 1--�-1J I j I 1 1 1 -#4 311-41 2" I CONDENSATE I CONDENSATE I 1 NEUTRALIZER Y2 1 Y2 2nd FLR 211 1 2nd FLR I - ( ��1 _ I NEUTRALIZER 1 2nd FLR 2nd FLR 2nd FLR I I 7411 AIR GAP--'ED 4 I 1 1 I 1 1/2" VENT 211 I J4 1 I EXTEND WATER HEATER I TO 1st FLR I INTAKE AND EXHAUST 1 1 1 BATHROOM •• 1 TO THE ROOF I 1 1 VENT STACK 1 11/211 /2'I Q I I 7 411 /211 I V)1 WTR F I/211 Y211 I 1 1 3�1'4�� HTR 1 F 1 1 '1 40 GAL. 121'_ h SK 1i/2 h 1 GAS SK 1 _1J 1 I 1 Sb 311 b o----! Ll title SK �� �I 1 1st FLR WPCO 31 1st FLR WPCO 2" 3" 1st FLR 1st FLR 1st FLR WPCO 11 RISER DIAGRAM --� 2" ,�I �u— —,tet—�u Lu 211 AIR GAP FD I ISI I ISI I ISI I ITL I ..III.-1 I I I I-1 I�I I�I I I-1 I I-1 I I-1 211 211 2" 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 -RAP COOLING CONDENSATE & VENT HEATING CONDENSATE REFER TO DETAIL 1/P501 FOR TYP UNIT PEX PIPING. C UNLESS OTHERWISE REQUIRED BY EQUIPMENT MFR. UNLESS OTHERWISE REQUIRED BY EQUIPMENT MFR. C drawn by: NAJ B. ROUTE ALL PIPING TO ALLOW REMOVAL OF EQUIPMENT OR B. ROUTE ALL PIPING TO ALLOW REMOVAL OF EQUIPMENT OR PROVIDE UNIONS IN PIPING TO ALLOW REMOVAL OF PROVIDE UNIONS IN PIPING TO ALLOW REMOVAL OF checked by: XXX EQUIPMENT WITHOUT CUTTING PIPING. EQUIPMENT WITHOUT CUTTING PIPING. C. PROVIDE AIR GAP BETWEEN CONDENSATE PIPING AND C. PROVIDE AIR GAP BETWEEN CONDENSATE PIPING AND scale: FLOOR DRAIN. FLOOR 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 P200 SCALE NONE P200 SCALE: NONE P200 SCALE: NONE P200 SCALE: NONE BUILDING B 1� 21 3T 51 +6 71 g� 9 H 2 . 00 ENGiNEERiNG Mechanical/Electrical Engineering Consultants M/E Project#170412 Rochester I Buffalo I Syracuse I Schenectady ACCESS PANEL 150 N.CHESTNUT ST. in 585.288.5590 _� a:t .�!6 � T ROCHESTER,NY 14604 www.meengineering.com as � +� NOTES: MIN. 3' CLEARANCE, DOOR SIZE N�MS 1. SIZES BASED ON ACUDOR MODEL AS-9000 SEE NOTE C BEATTY HARVEY COCo VARIES �� 2. ADD 2 INCHES TO DOOR SIZE FOR °° ARC H I T E C T S , L L P `\ I , I 2 x 12 1 '8 x 18 1 OUTSIDE DIMENSIONS OF FLANGES ❑°°°I°°°° NEW YORK I MARYLAND °°°'°°° 24 x 24 1 °°°o°° 1300 Walt Whitman Road, New York, 11747 BOLLARDZ 24 x 36 1 IA p:(631)300-1010 4'-0" MAX. _ P L AN� VIEW owner/developer VENT, RISE Conifer Realty PLAN "' CONCEALED 1000 University Avenue Suite 500 MIN. 3' CLEAR RADIUS, IN WALL/CHASE. Rochester, NY 14607 585.324-0500 SEE NOTE C BOLLARD civil engineer PRESSURE REG. i n �� FLOOR DRAIN 437&405 I a i WALL PENETRATION i i BLOCKING BETWEEN STUDS / JOISTS TOP OF STRAINER FLUSH South Country Road FOR SUPPORT ON ALL SIDES OF PANEL w/ FINISHED FLOOR Brookhaven,NY 11719 MAIN VALVE i i 631.286.8668 I _________ __ I TRAP PRIMER FINISHED FLOOR GAS METER I r i ANCHOR MOUNTING TRIM ON ALL CONN. OPTION I m.e.p. &f.p. FOUR SIDES TO STUD, JOIST OR BLOCKING B I M/E Engineering, P.E. B 150 North Chestnut Street SET FLANGE IN BEAD OF CAULK AND SEAL TO o. - Rochester, NY 14604 FINISHED SURFACE AIRTIGHT >. 'c ELEVATION ; m 1 585.288.5590 I I DETAIL NOTES: i 1 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 -" CONDENSATE Saint James, NY 11780 B. P.C. TO PAINT ALL EXPOSED UTILITY AND P.C. INSTALLED PIPING, METER AND I 18 GA. STEEL DOOR & FRAME, WHITE ENAMEL INDIRECT WASTE I 631.686.5234 REGULATOR. COLOR TO BE SELECTED BY ARCHITECT. I r------------ 1 1 PRIME COAT W/ CONCEALED HINGE & CONNECTION I I I CLOSED CELL GASKET i 1 SANITARY PIPING, C. EXTEND PRESSURE REGULATOR VENT TO SAFE LOCATION WHERE OUTLET IS; I STUD OR 1 1 LESS THAN 18" ABOVE GRADE, WITHIN 3'-0" OF SPARK SOURCE OR OPENING JOIST �.�, 1 SIZE PER PLANS INTO BLDG., LESS THAN 10' FROM A TRANSFORMER OR 15'-0" FROM POWERED AIR INTAKE. ELEVATION key D. BOLLARD DETAIL NOTES: TRUE - PROVIDE BOLLARDS FOR ALL METERS ADJACENT TO DRIVEWAYS. NORTH SEE RESIDENTIAL BOLLARD DETAIL THIS DRAWING. DETAIL NCTES: A. PROVIDE TRAP GUARD FITTING. - PROVIDE ADDITIONAL BOLLARD(S) WHERE THE BOLLARD CENTERLINE DISTANCE EXCEEDS 3 FEET. SPACE ADDITIONAL BOLLARD(S) TO KEEP CENTERLINE A. ANCHOR INTERIOR MOUNTING FRAME TO STRUCTURE PER MFR. B. SEE SPECIFICATIONS FOR: DISTANCE BELOW 3 FEET. GRATE PATTERN - ROUND, SQUARE B. PROVIDE BLOCKING WHERE THERE IS NO STRUCTURAL MEMBER TO ANCHOR OPTIONS - FUNNEL, TRAP PRIMER CONNECTION - E. WALL PENETRATIONS INTERIOR MOUNTING FRAME. Ir - NON-MASONRY WALL: PROVIDE COATING OR WRAP ON PIPING AT WALL C. SEE ARCHITECTURAL PLANS FOR FLOOR FINISHES AND SLOPES son PENETRATION TO PREVENT CORROSION AND SEAL TO WALL WATERTIGHT. C. LATCH OPTIONS: CYLINDER LOCK, ALLEN HEAD OR SPANNER HEAD LATCH 0 - 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 ° D5O GAS METER DETAIL - RESIDENTIAL 3 ACCESS PANEL DETAIL - GASKETED 4 FLOOR DRAIN DETAIL - W/ INDIRECT WASTESCALE: NONE 5.0 5.0 5.0 XXX SCALE: NONE SCALE: NONE FLANGED W/ GASKET SCALE: NONE project . VINEYARD VIEW County Road 48 Greenport, NY 11944 seal DA � h CW SOURCE r ra t t ,, ' i { ��- 10 BALL VALVE WTR HTR " C� i7, \ UNION COPPER TUBING, TYPE L, GAS PIPING, T&P RELIEF VALVE INSULATED 3/4" CONNECTION SEE PLANS E issued date description FOR SIZES O OOQ ADJUSTABLE 1 03/14/19 Issued for Construction O 00 %2" PEX TUBING, WALL CLAMP SHUT-OFF VALVE, UNINSULATED FULL LINE SIZE MANIFOLD LOCATED IN UNIT, J, WITH ACCESS DOOR VACUUM BREAKER • ADA WATER CLOSETS,— � VALVE KEY FLUSHING MECHANISM o DRAIN PAN ---I _ -------- SHALL BE AT WIDE SIDE I OO E�=@ OF STALL OR ROOM `a EXTEND DRAIN TO FD i LAV FINISHED L--- FLOOR K.SINK HIGH SUPPLY ROUGH-IN WC TO KEEP SUPPLY ESCUTCHEON CLEAR ANCHOR FLANGE TO ES OF MOLDING UNION PROVIDE TEE & FUNNEL FOR BATHTUB STRUCTURE & SEAL DIRT LEG, T&P RELIEF W/ AIR BREAK �________J PERIMETER OF FLANGE FULL LINE SIZE, AT CONNECTION TO WALL WATERTIGHT BASE MOLDING MIN. 6" LONG, W/ CAP title — — DETAIL NOTE: WALL SECTION ELEVATION FIN. FLOOR 8" MIN. DETAIL NOTES: DETAILS A. PEX PIPING SHALL BE INSTALLED ONLY IN INDIVIDUAL DWELLINGS CAULK PERIMETER A. PROVIDE PIPE NIPPLE THRU EQUIPMENT CASE. B. MANIFOLD SHALL BE COPPER OR BRASS AND HAVE INDIVIDUAL BRASS PLUMBING TO FLOOR CSST & FLEX CONNECTORS SHALL NOT EXTEND THRU EQUIPMENT CASE. SHUT-OFF VALVES ON EACH LINE B. PROVIDE SHUT-OFF VALVE AND UNION AT EACH SUPPLY PIPING CONNECTION. C. ALL FIXTURES SHALL BE PIPED DIRECTLY FROM MANIFOLD C. P.C. IS RESPONSIBLE FOR FINAL CONNECTIONS D. NO CTONNECTOI SRS 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: Gk BE FOLLOWED WHERE THEY DIFFER FROM THESE INSTRUCTIONS. SLIP FIT, PUSH FIT AND ADJUSTABLE STRAP CLAMP TYPES ARE NOY ACCEPTABLE. A. KEYLESS FITTING SHOWN. PROVIDE KEYED OR KEYLESS PER SPECIFICATIONS. drawn by: NAJ 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 B. SEE ARCHITECTURAL PLANS FOR WALL MATERIALS & THICKNESS. checked by: XXX 18" AFF WHERE THE WATER HEATER IS LOCATED IN A GARAGE OR IN G. LABEL EACH MANIFOLD VALVE TO INDICATE FIXTURE SERVED 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 6 WATER HEATER PIPING DETAIL - RESIDENTIAL GAS PEX PIPING - HCR REQUIREMENTS 8 WALL HYDRANT DETAIL - RECESSED scaled inch '5.0 SCALE: NONE 5 0 5.0 5.0 sheet number HIGH SUPPLY ROUGH SCALE: NONE TANK TYPE, APARTMENT SC,4LE: NONE DBL BOWL W/ DISHWASHER SCALE: NONE DBL BOWL W/ DISHWASHER BUILDING B Hk + + + +4 61 + g H P -5 . 00 ENGiNEERiNG A, . 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.meengineedng.com �7 aiaiP Mi1r 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 i/2" HW, CW Rochester, NY 14607 SUPPLIES -Y 585.324-0500 1%2" VENT FAUCET civil engineer LKMA II SINK VENT SUPPLY ELBOW W/ 437&405 I VENT VACUUM BREAKER South Country Road BLOCKING AND PROVIDE BLOCKING & Brookhaven, NY 11719 DROP-EAR ELBOW DROP-EAR ELBOW, 631.286.8668 TYPICAL SHOWER WAND ON COPPER RISER SUPPLY ELBOW W/ f VERTICAL SLIDE BAR m.e.p. &f.p. 0 0 0 0 0 0 I I I I SINK W/ I I (PEX NOT ALLOWED) VACUUM BREAKER B— �� DRAIN OFFSET I I M/E Engineerin , P.E. TO BACK, �SHOWER WAND ON � 150 North ChestnutStreet I I Rochester, NY 14604 DISHWASHER I i � � Qo CUP STRAINER CONTROL VALVE VERTICAL SLIDE BAR CONTROL VALVE 585.288.5590 1Y2" P-TRAP i BEDDING COMPOUND TUB SPOUT GRAB BAR structural engineer TDM Consulting Engineering AROUND DRAIN TO 550 North Cont Rad,Suite 11 SUPPORT FIXTURE COPPER DROP PIPE y rill: FIN. FLOOR ANCHORED TO BLOCKING Saint James, NY 11780 (PEX NOT ALLOWED) 631.686.5234 -I WASTE L- 1%2" WASTE KNEE SHIELD BEDDING COMPOUND � CONNECTION I I PER SHOWER MFR. DRAIN I (FOAM NOT ALLOWED) r HW SUPPLY I I FIN. FLOOR r i CONNECTION --- key EN—NOTES: WASTE I WASTE .101 r DETAIL TRUE i FM NORTH CF A. PROVIDE AIR GAP KIT ON DISHWASHER DRAIN HOSE WHERE REQUIRED BY CODE SECTION ELEVATION PATCH FLOOR AT DRAIN PER BEDDING COMPOUND TO MINIMIZE HOLE SIZE &PROVIDE SUPPORT FOR PATCH FLOOR AT DRAIN TO MINIMIZE FOAMATHTUB OWED ) —� MFR i B. SEE SPECIFICATIONS FOR FIXTURES, EQUIPMENT AND ACCESSORIES, BEDDING COMPOUND ° I.E. FAUCET SPRAY, SINK BOWL QUANTITY, DISPOSER, DISHWASHER . . . HOLE SIZE & PROVIDE SUPPORT FOR BEDDING COMPOUND C. DISHWASHER DRAIN HOSE - RUN HOSE UP & ATTACH TO UNDERSIDE OF COUNTER. w CONNECT TO SINK TAILPIECE BEFORE TRAP AS SHOWN OR TO DISHWASHER INLET WINDETAIL NOTES DETAIL NOTES FITTING ON FOOD DISPOSER. OO D. TWO BOWL SINKS SHALL BE INSTALLED USING END OUTLET CONTINUOUS WASTE DETAIL NOTES: A. FITTING LOCATIONS TO BE PER ARCHITECTURAL DWGS. A. FITTING LOCATIONS TO BE PER ARCHITECTURAL DWGS. I.E. SHOWER BAR W/ WAND, VALVE, SOAP DISH I.E. SHOWER ARM, VALVE, SPOUT PIPING AS SHOWN. DO NOT PROVIDE CENTER DRAIN OR BAFFLED WASTE PIPING. A. PROVIDE ESCUTCHEON AT EACH WALL PENETRATION. B. SEE SPECIFICATIONS FOR SHOWER ACCESSORIES B. SEE SPECIFICATIONS FOR BATHTUB ACCESSORIES a C. SET SHOWER VALVE TEMPERATURE STOP FOR 120°F MAXIMUM. C. SET SHOWER VALVE TEMPERATURE STOP FOR 120° F MAXIMUM. project 1 KITCHEN SINK INSTALLATION DETAIL 2 SINK INSTALLATION DETAILS - ADA 3 SHOWER INSTALLATION DETAIL 4 BATHTUB INSTALLATION DETAIL - ADA VINEYARD VIEW D 5.0 SCALE: NONE XXXX 5 0 SCALE NONE 5 0 SCALE: NONE HAND WAND 5 0 SCALE: NONE - D County Road 48 Greenport, NY 11944 seal C) N MOP HANGER �Q� PN ` DA LU ------ ------- '. i:4 --------------- -------- BLOCKING Foy 59,7 IN WALL, TYP. SPOUT BRACE - I issued date description ----- --- MOP BASIN FAUCET, OFFSET VENT PIPING ADA MIRROR, CENTER OVER FIXTURE WHERE REQUIRED ANGLED OFFSET VENT PIPING 1 03/14/19 Issued for Construction :;,,,-- 4 TO AVOID RECESSED WHERE REQUIRED MEDICINE CABINET TO AVOID RECESSED MEDICINE CABINET WMF BOX ; 1�/2" VENT MIRROR CABINETii " CW i HOSE & HOSE HOOK / HW MIRROR ;&PLY APPLY FAUCET W/ CABINET -- --- I I POP-UP WASTE ———— — — —- II II POP-UP STRAINER (APTS.) i POP-UP STRAINER (APTS.) GRID STRAINER (PUBLIC) BOWL INTEGRAL GRID STRAINER (PUBLIC) BLOCKING RIM GUARD II TO COUNTERTOP 11 BETWEEN STUDS SEAL TO FLOOR AND WALL 211MOP BASIN AT ALL JOINTS I I r I 1 F ADA REQ'D ACCESS, 11 KEEP CLEAR i OFFSET TAILPIECE i INSULATE WASTE & -- SUPPLY PIPING title II FIN. FLOOR i i FIN. FLOOR DETAILS I I I DETAIL NOTES I I I I WASTE WASTE !I 2 DRAIN i A. PROVIDE RIM GUARDS ON ALL EXPOSED MOP BASIN EDGES PLUMBING B PAILVHOOK, SPOUT BRACE, /4" HOSE ICE SINK FAUCET SHALL HAVE AT READ 0 CUUM TLET SECTION ELEVATION C. PROVIDE OPTIONS: DRAIN PAN FOR WASHER 2" WASTE 1. 5' LONG RUBBER HOSE, %4" FITTING w/ HOSE HOOK DETAIL NOTES FLOOR DRAIN IN BOTTOM 2. MOP HANGER, 3' WIDE, S.S., w/ 3 RUBBER TOOL GRIPS DETAIL NOTEW/ TRAP GUARD GGIIS A. PROVIDE ESCUTCHEON AT EACH WALL PENETRATION. A. PROVIDE ESCUTCHEON AT EACH WALL PENETRATION. FINISHED -� drawn by: NAJ B. P-TRAP SHALL BE INSTALLED TIGHT TO WALL, AND PARALLEL TO FLOOR WALL AS SHOWN. checked by: XXX C. COUNTER MOUNTED LAVATORY SHOWN. PIPING IS SIMILAR FOR WALL MOUNTED LAVATORY. scale: 1/8"= 1'-0" D. CONFIRM FAUCET DOES NOT BLOCK CABINET DOOR OPERATION. project number: 10002 NEW 7/26/13 LA-01 scaled inch 5 MOP BASIN DETAIL s LAVATORY DETAIL - STD. 7 LAVATORY DETAIL - ADA 8 WASHING MACHINE DETAIL - PER HCR sheet number 5.0 SCALE: NONE CONCEALED VALVE 5 0 SCALE: NONE POP-UP DRAIN 5.0 SCALE: NONE OFFSET TAILPIECE 5.0 SCALE: NONE BUILDING B + + + H P -5 . 01 s ENGiNEERiNG ,� Mechanical/Electrical Engineering Consultants % M/E Project#170412 Rochester I Buffalo I Syracuse I Schenectady IF OFFSET LENGTH 150 N.CHESTNUT ST. 585.288.5590 .ljt � � EXCEEDS 2'-0" ROCHESTER.NY 14604 www.meengineer.ng.com +rt PROVIDE PIPE HANGER BEATTY HARVEY COCO ARCHITECTS , LLP NEW YORK I MARYLAND 1300 WaitWhitman Road, New York, 11747 I q p:(631)300-1010 JOIST FOR DECK/CLG. ABOVE owner/developer SPRINKLER 1000 UniversityCAovenfef Realty FLOOR ABOVE CAULK WEATHERTIGHT BRANCH LINE Rochester, NY 14607 585.324-0500 SEAL PENETRATION _ PITCH SEAL PENETRATION civil engineer BRANCH TEE DEFLECTOR SHALL BE LKMA LINE 1" - 6" BELOW 437 &405 STRUCTURAL MEMBERS REDUCER South Country Road EXPOSED Brookhaven,NY 11719 UPRIGHT 631.286.8668 PIPE SIZE VARIES---\, - ------------ -- -- ATTIC m.e.p. &f.p. WE Engineering, P.E. B LENGTH OF SPRINKLER R 150 North Chestnut Street TEST VALVE IN IN HEATED SPACE TO CONCEALED Rochester, NY 14604 LOCATION ILY ACCESSIBLE PLUG FOR TESTING REMOVE BE PER MANUFACTURER —DRY HEAD C.0 PENDENTSEMI-RECPENDENT PENDENT PENDENT 585.288.5590 AND INSTALL TEMPORARY —ESCUTCHEON CONNECTION CEILING DRYWALL structural engineer UNION TDM Consulting Engineering Z) 45° ELBOW INSULATED WALL 550 North County Road,Suite Saint James,NY 11780 631.686.5234 SMOOTH BORE CORROSION- RECESSED - RESISTANT OUTLET GIVING CONDITIONED SPACE EXTERIOR / UNHEATED SPACE ' o FLOW EQUIVALENT TO ONE SIDEWALL SPRINKLER PENDENT key SIDEWALL SPRINKLER HEAD, SPLASH BLOCK TRUE TYPICAL IN ALL ROOMS W/ GUARD NORTH IMMEDIATELY BELOW ATTICS & GENERAL NOTES OTHER UNHEATED SPACES C A. DRY SPRINKLER MUST THREAD INTO TEE PER MANUFACTURER. DETAIL NOTES CAP END OF TEE IF NOT USED. Ron A. TO MINIMIZE CONDENSATION OF WATER IN THE DROP TO THE TEST B. INTERIOR FACE OF WALL SHALL BE SHEATHED/DRYWALLED. CONNECTION, PROVIDE A NIPPLE-UP OFF OF THE BRANCH LINE. o C. SPRINKLER HEAD DEFLECTOR SHALL BE INSTALLED; B. INSPECTOR'S TEST CONNECTION SHALL BE LOCATED AT HYDRAULICALLY BETWEEN 1" - 6" BELOW STRUCTURAL MEMBERS AND MOST REMOTE BRANCH OF DRY SYSTEM IN ACCORDANCE WITH NFPA 13. MAXIMUM OF 14" BELOW DECK ABOVE. DETAIL NOTES: a A. WET SPRINKLERS AND PIPING SHALL NOT BE INSTALLED IN ATTICS & - OTHER UNHEATED SPACES project VINEYARD VIEW 1 INSPECTOR'S TEST CONNECTION DETAIL (DRY SYSTEM) 2 ALCONY / PATIO SPRINKLER DETAIL 3 SPRINKLER HEAD INSTALLATION DETAIL SCALE [SB NONE 5.0 - 5.0 SCALE NONE D County Road 48 Greenport, NY 11944 seal of N W O� FIRE PROTECTION SYMBOL LIST ���' �` ., SYMBOL DESCRIPTION FC FLUSHING CONNECTION FP FIRE PROTECTION SERVICE (FP) C ' S SPRINKLER MAIN/BRANCH PIPING (S) 3 C CHECK VALVE GENERAL NOTES - FIRE PROTECTION: D SPRINKLER DRAIN PIPING (D) �9h�oNP` FLUSHING CONNECTION STRUCTURAL STEEL A. THE DESIGN OF THE SPRINKLER SYSTEM IS PERFORMANCE • PENDENT SPRINKLER HEAD E�- MEMBER BASED. ''NHERE SPRINKLER MAINS OR HEADS ARE SHOWN X DRY PENDENT SPRINKLER HEAD E issued date description - EXTERIOR THEY ARE SHOWN ONLY FOR ILLUSTRATION. WALL t, CONCEALED PENDENT SPRINKLER HEAD ° B. SLEEVE AND SEAL ALL WALL AND FLOOR PENETRATIONS. o UPRIGHT SPRINKLER HEAD 1 03/14/19 Issued for Construction p PROVIDE FIRE STOPPING FOR ALL PENETRATIONS. o SIDEWALL SPRINKLER HEAD i C. COORDINATE EXACT LOCATION OF ALL PIPING ROUTES, ♦ DRY SIDEWALL SPRINKLER HEAD WALL SIGN AS REQUIRED EQUIPMENT AND DEVICES WITH OTHER TRADES. DRAIN VALVE -�-BY LOCAL AUTHORITY SHUT-OFF VALVE WITH TAMPER SWITCH (TS) D. COORDINATE ALL SHUTDOWNS WITH OWNER PRIOR 4" GALVANIZED PIPE. TO CONSTRUCTION. FLOW SWITCH (FS) REFER TO PLANS • c . ' PRESSURE SWITCH (PS) FOR CONTINUATION. E. PROVIDE FULL SPRINKLER COVERAGE FOR ALL SPACES �o DRY PRE-ACTION ALARM VALVE INDICATED INCLUDING SHAFTS, ELECTRIC AND TELEPHONE FROM END OF c " SEAL WALL PENETRATION CLOSETS, ELEVATOR SHAFTS, STAIRWAYS, OFFICES, ® ALARM CHECK VALVE WITH TRIM (ACV) BRANCH LINE WATER TIGHT, TYP. AND MECHANICAL ROOMS. FIRE DEPARTMENT VALVE (FDV) ° F. PROVIDE COMPLETE NFPA DRAWINGS AND CALCULATIONS. POST INDICATOR VALVE (PIV) PIPE SIZE VARIES ' • ; REFER TO PROJECT SPECIFICATIONS. WATER MOTOR GONG • ,•° FIRE DEPARTMENT V FIRE DEPARTMENT CONNECTION (FDC) CONNECTION G. SPRINKLER HEADS SHALL BE INSTALLED WITHIN CENTER TEST VALVE '� FIRE PUMP TEST HEADER IN READILY OF CEILING TILES. t INSPECTOR'S TEST CONNECTION (ITC) - ACCESSIBLE SMOOTH BORE CORROSION H. ALL PIPING SHALL BE ABOVE FINISHED CEILING UNLESS LOCATION RESISTANT OUTLET GIVING -- - -- --- - ----- - ---- --36" ABOVE NOTED OTHERWISE. '� FIRE HYDRANT (FH) � FLOW EQUIVALENT TO ONE FINISHED GRADE FIRE HOSE CABINET o D SPRINKLER • °, I. COORDINATE SPRINKLER HEAD LOCATIONS AND PIPING ® FIRE VALVE CABINET r Q SPLASH BLOCK � ' ° � WITH OTHER TRADES. REFER TO ARCHITECTURAL, title ° • ELECTRICAL, HVAC, STRUCTURALAND OTHER APPLICABLE ° ,----45 DEG ELBOW WITH PLANS. DETAILS AUTOMATICESCUTCHEON. MATCH J. SPRINKLER SYSTEM SHALL BE INSTALLED IN COMPLIANCE BALL DRIP c , FINISH M FIRE WITH ALL APPLICABLE NFPA LATEST EDITIONS. REFERENCE SPRINKLER HEAD SCHEDULE D DEPARTMENT CONN. NFPA SECTIONS, BUT NOT LIMITED T0; FIRE PROTECTION DETAIL NOTE: - NFPA 13 STD. FOR INSTALLATION OF SPRINKLER SYSTEMS MOUNTING TEMP. FINISHED FLOOR ° NFPA 13R:STD. FOR SPRINKLER SYSTEMS, RESIDENTIAL LOCATION TYPE POSITION COLOR RATING A. NOT LESS THAN 4'-0" OF EXPOSED TEST PIPE IN WARM ROOM ° • OCCUPANCY TO FOUR STORIES IN HEIGHT DEG. F BEYOND VALVE WHEN PIPE EXTENDS THRU WALL TO OUTSIDE - NFPA 24 STANDARD FOR THE INSTALLATION OF LOBBIES, PUBLIC ROOMS, CORRIDORS CONCEALED PENDENT WHITE 155 FINISHED GRADE TOP FLOOR CORR. WITH UNCONDITIONED SPACE ABOVE RECESSED SIDEWALL WHITE 155 p o p o n • • ° • PRIVATE FIRE SERVICE MAINS ° • NFPA 25 INSPECTION, TESTING AND MAINTENANCE OF TENANT STRG RM - PROVIDE GUARD RECESSED PENDENT WHITE 155 NFPA 72: NATIONAL F RDE FALARMRCOE ETIONS SYSTEMS TENANT STRG RM w/ UNCOND. SPACE ABOVE - PROVIDE GUARD RECESSED SIDEWALL WHITE 155 �Ii-III—III c • °, NFPA 241�STD. FOR SAFEGUARDING CONSTR. OPERATIONS �- drawn by: NAJ ' . D K. PROVIDE SPRINKLER PROTECTION FOR EXTERIOR APARTMENTS RECESSED SIDEWALL WHITE 155 BALCONIES & GROUND FLOOR PATIOS OF DWELLING UNITS. APARTMENTS - BOTTOM OF SOFFITS CONCEALED PENDENT WHITE 155 checked by: XXX . . BALCONIES & PATIOS, RESIDENTIAL DRY HEAD SIDEWALL WHITE 155 scale: L. FLOW TEST DATA IS FURNISHED FOR REFERENCE ONLY. KITCHENS, RESIDENTIAL - INTERMEDIATE TEMP. AT STOVE RECESSED PEND./SIDE. WHITE 175 CALCULATIONS. PROVIDE FLOW TEST AS THE BASIS FOR DESIGN MECHANICAL ROOMS RECESSED PENDENT WHITE 175 project number: 10002 DETAIL NOTES: M. STRUCTURAL MEMBERS SHALL BE MODIFIED ONLY scaled inch AS PERNfITTED BY WRITTEN AUTHORIZATION FROM THE COMBUSTIBLE CONCEALED SPACES EXPOSED UPRIGHT BRASS 155 A. FIRE DEPARTMENT CONNECTION SHALL MATCH LOCAL ARCHITECT AND STRUCTURAL ENGINEER. ATTIC - DRY PIPING EXPOSED UPRIGHT BRASS sheet number FIRE DEPARTMENT TYPE, THREAD AND SIZE. BUILDING B 4 INSPEC;TOR'S TEST CONNECTION DETAIL (WET) 5 FIRE DEPARTMENT CONNECTION DETAIL6 GENERAL NOTES, SYMBOLS LIST & SCHEDULES 5.0 SCALE: NONE 5 0 SCALE: NONE - 5.0 SCALE NONE H H P -502 121 J1 4 /1 81 9 • 4-" T - WATER SERVICE ROOM WATER SERVICE ROOM ENGiNEERiNG p 10 10 Mechanical/Electrical Engineering Consultants M/E Project#170412 Rochester I Buffalo I Syracuse I Schenectady 11 11 150 N.CHESTNUT ST. 585.288.5590 ?N 1. #'D J)1 �' }� 0 ROCHESTER NY 14604 www.meengineenng.com 8 8 8 IF= BEATTY HARVEY COCO A R C H I T E C T S , L L P °11� E c oNEW YORK MARYLAND ° ° L °E ° •d. .d• 1300 Walt Whitman Road, New York, 11747 A E °E ,-n 6 B '/ o ]-� oB � °c o � oB ° o■ � � I q p:(631)300-1010 � 0. � . � owner/developer __ °� °� °° 7 7 Conifer Realty °E7. °B 0 0 ° BACK WALL BACK WALL 1000 University Avenue Suite 500 1. ° ° 2 1 2 1 Rochester, NY 14607 0o a o C� O o o O 585.324-0500 [� O " ❑ � �� �� ❑ civil engineer ❑ ® ❑ ® A BUILDING A SERVICE ELEVATION D BUILDING D SERVICE ELEVATION LKMA 05 o E::] B 50 SCALE: %2" - 1'-0" 503 SCALE: %2" - T-0" 4 ry R a South Count Road o ® ® o Brookhaven,NY 11719 $ - 631.286.8668 J ° ° ° ° ° ° m.e.p. &f.p. o ° ° ° M/E Engineering, P.E. R 150 North Chestnut Street B 4 BUILDING A WATER SERIVCE LOCATION 4 BUILDING B WATER SERIVCE LOCATION 10 10 -� Rochester, NY 14604 585.288.5590 50 SCALE NONE 50 SCALE: NONE 11 11 structural engineer WATER SERVICE ROOM 9 9 TDM Consulting Engineering 550 North County Road,Suite WATER SERVICE ROOM 5 5 Saint.lames, NY 11780 4 •d: 4 •a.• 631.686.5234 3 3 6 6 N13 `, ® ® ® � key 8 �l L► 4 8 BACK WALL 7 BACK WALL U Li H1111 OTRUE ® _14F% 2 1 2 1 ❑ C „ 8 8 o o b ., ° I� 8 � o, 8 OB oB —t= 8 8 JE Oe 1 OB — ❑ df IEEE °` „ °B - °` °` J °` B BUILDING B SERVICE ELEVATION c BUILDING C SERVICE ELEVATION XN oB _ oB OB ° o B ° ° o° E 0 50 SCALE: i/2” - T-0" 503 SCALE: V2" - T-0" OO ° o ° ° °' °° o 0 o t� °c 00 o of ® DRAWING NOTES: ° ® ° ® nn ° O 3" OS&Y VALVE W/ TAMPER SWITCH. project �® El 1E E] N °� ❑ 2 2 OS&Y VALVE VINEYARD VIEW 0 3 4" VERTICAL WATTS #757 DCDA w/ TAMPER SWITCHES - FINAL SIZE TO BE CALCULATED BY F.C. ° ° ° ® ® ° a O BASED ON SPRINKLER SYSTEM REQUIREMENTS. ° ° ° ° 0 0 0 0 ® 1i/2" METER W/ STRAIGHT PIPE BEFORE AND AFTER PER MANUFACTURER. PROVIDE REDUCERS AT METER. -� �13 0 0 0 ° ° ° ° County Road 48 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 i/q" SQ. STAINLESS STEEL HARDWARE CLOTH VERMIN SCREEN BEHIND TERMINAL VALVE. - -- ANCHOR TO DRAIN PIPING. OF E Y 4 BUILDING D WATER SERVCE LOCATION. 4 BUILDING C WATER SERIVCE LOCATION O7 EXPANSION TANK, ADJUST AIR CHARGE PER MFR. AFTER INSTALLATION. DA 503 SCALE: NONE 503 SCALE: NONE ® DROP TO INSPECTOR'S TEST CONNECTION. SEE DETAIL ON 4/P502 . �'.`-.` O9 2" PRV SET TO 55 PSI 10 CONTINUE TO SPRINKLER SYSTEM AND FDC SFo 069.13 G 11 CONTINUE TO DOMESTIC WASTER SUPPLY nf'�rES�10��P E E issued date description 1 03/14/19 Issued for Construction GENERAL NOTES: BFP SPRINKLER ALARM A. UNAUTHORIZED ALTERATION OR ADDITION TO ENGINEERING TECHNICAL (ELECTRIC BELL) DOCUMENTS, BEARING A LICENSED PROFESSSIONAL ENGINEER'S SEAL, IS A VIOLATION OF CHAPTER 16, TITLE VIII, ARTICLE 145, OF THE NEW YORK STATE EDUCATION LAW. FDC SIGNAGE PER LOCATE CHECK LOCAL DEPREQUIREMENTS CONNECTION" VALVE WITHIN BACKFLOW PREVENTER NOTES: SIGN MUST ALSO STATE THE WATER METER RECOMMENDED SUPPLY ROOM A. ALL CHANGES MADE TO THE INSTALLATION OF THE BFP SHALL BE SUBMITTED PRESSURE FOR TO THE ENGINEER AND APPROVED IN WRITING OR THE CONTRACTOR SHALL BEAR SPRINKLER OPERATION ALL COSTS ASSOCIATED WITH REMOVAL AND RE-INSTALLATION OF THE WORK TO MATCH THE DESIGN. F B. BACKFLOW PREVENTERS SHALL BE MOUNTED WITH CENTERLINES BETWEEN F REDUCE TO 30" MIN. AND 60" MAX. ABOVE FINISHED FLOOR 5"x4" STORZ FIRE DEPT CONN., REQUIRED VERIFY WITH LOCAL FIRE DEPT. 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 title C.L. 36"------ ---- - -- PREVENTERS WITH DRAIN LINES. PROVIDE FUNNEL DRAINS AND WASTE PIPING AS INDICATED. AIR GAP AT BACKFLOW PREVENTER SHALL BE AT LEAST FINISHED WATER ABOVE TWICE THE OUTLET OF THE DEVICE BUT NOT LESS THAN 1". GRADE AUTOMATIC E. PROVIDE PIPE STANDS WHERE SUPPORTING PIPING OFF OF THE FLOOR. SERVICE DETAILS BALL DRIP F. PIPING ON THE INLET SIDE OF THE BACKFLOW PREVENTERS SHALL BE COPPER, BRASS OR CEMENT LINED DUCTILE IRON AND SHALL NOT USE VICTAULIC FITTINGS PLUMBING SEAL WATERTIGHT 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 I. THE TESTER SHALL COMPLETE PART A OF FORM DOH-1013 FOR EACH BACKFLOW drawn by: NAJ FINISHED GRADE ° ; • • c ,• a ,• a ,• a ,• c DEVICE AND SUBMIT THE FORM TO THE ENGINEER FOR COMPLETION OF PART B. °'• checked by: NAJ J. HEAT & LIGHT ARE PROVIDED IN THE AREA OF THE BACKFLOW PREVENTERS Fi ��ri—I I a K. IF A BACKFLOW PREVENTER MUST BE INSTALLED HIGHER THAN 5'-0" ABOVE THE scale: AS NOTED = — a '° FINISHED FLOOR PROVIDE A PLATFORM FOR ACCESS TO THE BFP. THE BFP III— ' • SHALL BE BETWEEN 30 TO 60 ABOVE THE TOP OF THE PLATFORM. DO NOT project number: 10002 GENERAL (NOTES: INSTALL BFPs HIGHER MORE THAN 60" AFF WITHOUT FIRST RECEIVING scaled inch APPROVAL FROM THE OWNER AND ENGINEER. A. SEE PARTIAL SITE PLAN, DWG. P504 sheet number FOR LOCATION OF FDCs ON L. WATTS SERIES #957 BACKFLOW PREVENTERS WHEN PROVIDED, ALSO PROVIDE APARTMENT BUILDINGS OPTIONAL SPLASHGUARD ON DRAIN OUTLET BUILDING B (9) FIRE DIEPARTMENT CONNECTION DETAIL - — 1 SERVICE ELEVATION — APT. BLDGS. H SCALE: NONE503 SCALE: NONE 50 SCALE: i/2" - T-0" P -5O3 I I I H � 1 21 61 4 617 8 9